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HomeMy WebLinkAboutProduct Approval MIAMI-DARE MIAMI-DADS COUNTY e 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 T786 3 5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA RECEIVED www.6iamidade.gov/economy Overhead Door Corporation 2501 South State Highway 121,Suite 200FEB ?��9 Lewisville,TX 75067 ERr� SCOPE: ST. Lucie County F'M' a 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: Series 170/180 Steel Sectional Garage Door up to 9'-0" Wide with Optional EPS Insulation and Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 411055, titled "Series 170, 180WL, WS9, 9' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision D 08/10/2016, prepared by Overhead Door Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish, P.E., bearing the Miami-Dade County Product Control revision stamp with the NOA number and expiration date by the Miami-Dade County Product Control Section. MISSILE EUPACT 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 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 distutors and nb shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0617.06 and consists of this page 1, evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No: 18-0418.09 MIAMI•DADE COUNTY106 Expiration Date:September 8,2021 ® lLn Approval Date:June 14,2018 Page 1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA'S A. DRAWINGS "Submitted under NOA #16-0617.06" 1. Drawing No. 411055, titled "Series 170, 180WL, WS9, 9' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision P3 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Dwayne J.Kornish,P.E. B. TESTS "Submitted under NOA #11-0211.03" 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 05/21/2007,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 11/09/2007, 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-01-1016, dated 05/26/2001, 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 05/22/2007, signed and sealed by Ramesh Patel, P.E. 5. Test report on salt spray exposure, per ASTM B117 on G30, G40 and G90 coupons, prepared by Environmental Testing Laboratory, Inc, Report No. 9100550287, dated 03/13/2006, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA #11-0211.03" 1. Anchor calculations and commercial track design verification prepared by Overhead Door Engineering, dated 02/08/2011, signed and sealed by LeRoy Krupke, P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No: 18=0418.09 Expiration Date:September 8,2021 Approval Date:June 14,2018 E-1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS "Submitted under NOA #14-0825.05" 1. Test report on Self Ignition Temperature per ASTM D1929 of EPS foam plastic, prepared by Omega Point Laboratories, dated 05/17/1991, 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 07/30/2001, signed by William E. Fitch, P.E. 3. Notice of Acceptance No. 12-0605.05,issued to Bayer MaterialScience LLC, for their Makrolon Polycarbonate Sheets,approved on 12/06/2012 and expiring on 08/27/2017. E. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) F. STATEMENTS "Submitted under NOA #14-0825.05" 1. Statement letter of code conformance to 2010 and 5t' edition (2014) FBC issued by Overhead Door Corporation, dated 11/14/2014, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA #11-0211.03" 2. No financial interest letter issued by Overhead Door Corporation, dated 08/08/2011, signed and sealed by LeRoy Krupke,P.E. y Carlos M.Utrera,P.E. Product Control Examiner NOA No: 18-0418.09 Expiration Date:September 8,2021 Approval Date:June 14,2018 E-2 I Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 41185, titled "Series 170, 180WL, WS9, 9' Max. Wide", sheets- 1 through 3 of 3, dated 07/15/2011, with revision D dated 08/10/2016, prepared by Overhead Door Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miarmi-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1219.02 issued to Covestro, LLC for its Makrolon Polycarbonate Sheets, approved on 03/22/2018 and expiring on 08/27/2022. F. STATEMENTS 1. Statement letter of code conformance to the 6d, edition (2017) FBC, issued by Overhead Door Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish P.E. *P Carlos M.Utrera,P.E. Product Control Examiner NOA No: 18-0418.09 Expiration Date:September 8,2021 Approval Date:June 14,2018 E-3 8 7 6 5 4 D NOTES 13 GA HEADPLATE NOTES: /� /� 13 GA ROLLER SLIDE ATTACHED TO 1. IMPACT RESISTANT GLAZING SYSTEM MAY BE !�2]A 13 GA HORIZ ANGLE BRACKET WITH 5/16-18 BOLT & NUT INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH IN CENTER SLOT AND 1/4-20x9/16' OR WITHOUT DECORATIVE INSERTS). GLAZING TRACK BOLT do 1/4-20 HEX NUT SHALL BE 1/4" MAKROLON—AR POLYCARBONATE 0 THROUGH ANY TWO ALIGNING HOLES OR EQUAL(MIAMI—DADE APPROVED). MAXIMUM GLAZING DIMENSIONS SHALL BE 18.56' x 12.26'. 13 GA COMMERCIAL'A' FRAME 20 Gi D SEE DETAIL A ON SHEET 2 FOR ASSEMBLY 16 GA MIN HORIZ TOP BRACKET ATTACHED WITH DETAILS. TRACK (4) 1/4-14x7/8" SELF 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUMDRILLING CRIMPTITE SCREWS— e OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS 5/16x1-5/8' \ OF PANELS MINIMUM 7/16' TO MEET NEGATIVE LAG SCREW (MIN 4 AS SHOWN) PRESSURES. ADD ( 15 GA MIN VERT SELF DRILLINGICRIMPTITE SCREWS 3. KEY LOCK, SLIDE LOCK, OR OPERATOR TRACK16 GA'END STILE REQUIRED. (INSIDE OF EACH END HINGE 4. SECTION STEEL TO HAVE A MINIMUM 24 GA THICKNESS WITH A MINIMUM G40 COATING ANDA 2' NYLON WINDLOAD ROLLER E MINIMUM YIELD STRENGTH OF 33.6 KSI. WITH 4-1/2' STEM .i 5. THE DESIGN OF THE SUPPORTING STRUCTURAL 1/4-20x9/16' TRACK ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BOLT AND 1/4-20 HEX PROFESSIONAL OF RECORD FOR THE BUILDING OR NUT AT EACH JB—US t �, STRUCTURE AND IN ACCORDANCE WITH CURRENT JAMB BRACKET LOCATION BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, 14 GA NIDE BODY END 5/16x1-5/8' LAG i HINGE ATTACHED WITH (4) 6.MWOODINIMUM SUBSTRATE FOR DOOR JAMBE R O ® SCREW AT EACH 1/4-14x7/8" SELF DRILLING SHEET 2x6 NO.AT 3 SOUTHERN PINE. REFER TO JAMB BRACKET CRIMPTITE SCREWS SHEET 3 FOR ATTACHMENT TO SUPPORTING STRUCTURE FOR DIRECT MOUNTING OF JAMB f BRACKETS TO OTHER SUBSTRATES, SEE JAMB C DETAIL SHEET 2. FOR MOUNTING OF CONTINDUS WALL ANGLE, SEE CONTINOUS WALL ANGLE DETAIL SHEET 3. 7. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP 15 GA STIFFENED 18 GA NARROW BODY BRACKET SHALL BEA 13 GA LHR 7/4 TOP JAMB BRACKETS INTERMEDIATE HINGE SEE SCHEDULE FOR ATTACHED WITH (4) BRACKET WITH A MINIMUM OF (3) 1/4-14x78' QUANITY, LOCATION, ATTACHED WITH SELF DRILLING SELF DRILLING CRIMPTITE SCREWS IN LIEU 0 THE AND TYPE BRACKET SHOWN ON THIS DRAWING. U—BAR ONCRIMP71TE SCREWS TOP SECTION SHALL BE INSTALLED ON TOP OF KEY LOCK OR SLIDE LOCK LHR TOP BRACKETS. ONE END (NOT REQUIRED B. LOUVERS MAY BE INSTALLED ON THE DOOR IF® WITH OPERATOR — SEE 14 GA BOTTOM BRACKET THE TOTAL AREA OF THE LOUVER DOES NOT NOTE 3). SLIDE LOCK ATTACHED WITH (2) EXCEED 60 SQUARE INCHES. SHOWN FOR CLARITY 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AND (1) 9. IN LIEU OF THE SHORT PANEL EMBOSSMENT 1/4-14x5/8" SELF DRILLING- SHOWN, LONG PANEL EMBOSSMENT, OR NO TAMPER RESISTANT SCREW EMBOSSMENT MAY BE USED. NOTE, (4) SECTION SOLID 10. THIS GARAGE DOOR HAS NOT BEEN TESTED© DOOR SHOWN. SEE SHEET 2 ' FOR AIR INFILTRATION. FOR U—BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 THIS SHEET FOR GLAZING OPTIONS. JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE N-0—.76F JAMB LOCATION OF CENTERLINE OF JAMB DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(EACH JAMB) OF TRACK (ALL DIMENSIONS f 2') DOOR DOOR 6'-6' 4 7 2 JB—US 10 J8—US, 21-3 4 JB—US 29-3 4 JB—US, 39 JB—US, 48 JB—US, 57-1 4 JB—US UNIFORM LOAD EACH JAMB (PLF) WIDTH HEIGHT 7'-0" 4 7 2" JB—US. 10 JB—US, 21-3 4' JB—US, 29-3 4 JB—US, 2 JB—US, 52-1 2 JB—US, I 4 JB- 7'-6" 5 B 2 JB—US, 10 —u5l, 15-4411- JB—US, 25-3447 JB—US,-35- JB—US 45 JB—US, 54-7 4 JB—US, 74-1 81—W ALL +184.0%208.0 B_jC 5 2 J — S 10 JB—US 21—,3/+ — S 2 — 4 JB—US, 39 J — 5 48 JB— S 7-7 2 B— S, 5-1 9'-0" ALL +207.0/-234.0 P, 8—p SEE NOTE BELOW (JB—US)US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT AS SHOWN ABOVE 8 7 6 5 4 D NOTES Q G&MME&MUM 7E LANGr LWA7/Q1Ls (10) ii (7) SECTI (9) 3" 20 GA 0 0 o LOCI .", O O •O Llt f (6) SECTION DOORS (8) 3" 20 GA 80 KSI U—E LOCATED AS % ((168x3/4' MIN �^ 5 SECTION DOORS WITH $TNNCESS SCREWS WITH / OPTIONAL NON—STRUCTURAL ( ) STAINLESS BACKED DECORATIVE OUTER WINDOW (7) 3" 20 GA BO KSI U—BARS RUBBER WASHERS TRIM LOCATED AS SHOWN � 1/4" POLYCARBONATE 1/8' BEAD GE ULTRAGLAZE l C SSG4000AC STRUCTURAL I SEALANT OR EQUIVALENT (4) SECTION DOORS WITH (5) 3' 20 CA 80 KSI U—BARS LOCATED AS SHOWN FACER STEEL l OPTIONAL V/ /4' NON—STRUCTURAL _ / MIN EDGE DIST DECORATIVE INNER WINDOW TRIM \ / ® DETAIL A T4 . ' 3/8" SIMPSON TITEN HD. B 2-3/4' MIN EMBED INTO , MIN 2000 PSI CONCRETE _ FOR EACH JAMB BRACKET LOCATION �5 I JAMB BRACKET 1/4-20x9/16' D D TRACK BOLT AND 1/4-20 HEX NU TRACK CONCRETE MOUNTING QUAIL ATTACH ,u—BARS WITH (2) 1/4414x7/8" SELF DRIWNG�CRIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP. hA_ Ir 8 7 6 5 4 D NOTES LAC SCREW AAr MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 13 GTRACK 3/8" SIMPSON TITEN 3/8" SIMPSON TITENCONTHO SCREW ANCHOR TO HD SCREW ANCHOR TO3I8' X 3" LONG LICE PLATE WALL MINIMUM 2000 PSI MINIMUM 2000 PSISEE NOTE 3 CONCRETE GROUT FILLED GLO BELO(SEE N07E 1 BELOW) (SEE NOTE 2 BELOW) �14' MIN 13) 1/4'-20 TRACK 24 24 24 MAX CUPuR CARRIAGE BOLT WITH 1/4'-20 NUT 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHE] MINIMUM EMBEDMENT DEPTH OF 2-3/4"AND A MINIMUM EDGE DISTANCE OF 2-3/4". TYPICAL CLIP 2. BASED ON 3/8' SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHE BOLTING DETAIL A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF V. AND A Mil CONCRETE MASONRY UNITS SHAD. CONFORM TO ASTM C90 AND GROUT SHALL CONFORM 3. BASED ON 3/8" DIAMETER x 3' LONG LAG SCREWS WITH 1' O.D. WASHERS WITH A 1— 12• INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. MAX RSW 0 28"2 p MIN 11 GA CLIP 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCR AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF 12' EE CUP DETAIL5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF+207.0%234.0 LBS PER FOOT. MAX THIS SHEET (1) 1/4"-20 TRACK 6. CHART INCLUDES A SAFETY FACTOR OF 4. 13 GA MIN ` OR CARRIAGE BOLT 7. DOOR JAMB TO 13E MINIMUM 2x6 NO.3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRE CONTINUOUS WITH 1/4'-20 NUT 8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BI WALL ANGLE DESIGNED FOR THE LOADS LISTED IN NOTE S. 12" - TRACK 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEI MAX TYPICAL CUP WELDING DETAIL 2 3/4' 12" MIN EDGE DIST 5/16" LAG SCREW INTO 2 3/4° MIN 2 x 6 LUMBER AT EDGE DIST —L 12" EACH HOLE LOCATION MAX TRACK V' ..'.,a. T 6' MAX. T .J CUPS TO BE EITHER 3/8" SIMPVHQLEt�AND BOLTED OR WELDED. SEE HD,2-3/DETAILS THIS PAGE. EMBED INCONTINUOUS WALL ANGLE2000 PSI /4-20x9/16' TRACK BOLTFOR EACH 1/4-20 HEX NUT LOCATION FASTENERS PER TRACK CUP TABLE THIS SHEET MINIMUM 2x6 j3 A C O N T I N O U S WALL ANGLE DETAILS SOUTHERN PINE LUMBER. 14' MAX HEIGH' MAXIMUM SPACING B I 6' MAX 9' MAX WIDTH