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Home My WebLink AboutNOA; Insulation Steel Sectional Garage DoorRECEIVE® COUNTY NOV 0 6 2010 Permltung Department St, Lucle County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOi Wayne Dalton a Div. of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: This NOA is being issued under the ap] materials. The documentation submitted has been rei Section to be used in Miami -Dade County and other This NOA shall not be valid after the expiration date Miami -Dade County) and/ or the AHJ (in areas other material tested for quality assurance purposes. If thi manufacturer will incur the expense of such testing ai such product or material within their jurisdiction. RE: Miami -Dade County Product Control Section that applicable building code. FILE Cy MIA.MI-DADE 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 icable rules and regulations governing the use of construction -wed and accepted by Miami -Dade County RER-Product Control -eas where allowed by the Authority Having Jurisdiction (AHJ). ated below. The Miami -Dade County Product Control Section (In aan Miami -Dade County) reserve the right to have this product or product or material fails to perform in the accepted manner, the l the AHJ may immediately revoke, modify, or suspend the use of reserves the right to revoke this acceptance, if it is determined by his product or material fails to meet the requirements of the 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: Code 2301 Insulated Steel Sectional Garage Door up to 9'-2" Wide with Optional Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 353186, titled "Windload Specification Option Code 2301", sheets 1 through 4 of 4, dated 04/09/2014, with last revision P1, dated 03/14/2018, prepared by Wayne Dalton, signed and sealed by Dwayne J. Kornish, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance' i 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, manufacturing addresses in Pensacola, FL or Mt. Hope, OH, model number, the positive and ne�ative 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. LIMITATION: This door has not been tested for air infiltration. RENEWAL of this NOA shall be considered after in the applicable building code negatively affecting t] TERMINATION of this NOA will occur after t materials, use, and/ or manufacture of the product or sales, advertising or any other purposes shall autom this NOA shall be cause for termination and removal ADVERTISEMENT: The NOA number precedf expiration date may be displayed in advertising liter; in its entirety. INSPECTION: A copy of this entire NOA shall shall be available for inspection at the job site at the i This NOA revises NOA # 16-0119.09 and cons approval document mentioned above. The submitted documentation was reviewed by I MIAMI•DADE COUNFIJI TY ...1 a renewal application has been filed and there has been no change e performance of this product. e expiration date or if there has been a revision or change in the Irocess. Misuse of this NOA as an endorsement of any product, for tically terminate this NOA. Failure to comply with any section of )f NOA. by the words Miami -Dade County, Florida, and followed by the re. If any portion of the NOA is displayed, then it shall be done provided to the user by the manufacturer or its distributors and lest of the Building Official. of this page 1 and evidence pages E-1 and E-2, as well as arlos M. Utrera, P.E. NOA No. 18-0417.08 a Expiration Date: December 4, 2019 Approval Date: May 31, 2018 ! Page 1 Wayne Dalton a Div. of Overhead NOTICE OF ACC 1. EVIDENCE SUBMITTED PREVIOUS NOA'S A. DRAWINGS "Submitted under NOA # 16-0119.09" 1. Drawing No. 353186, titled �`Windload Specification Option Code 2301 ", sheets 1 through 4 of 4, dated 04/09/2( 14, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P . E. on 01/07/2016. B. TESTS "Submitted under NOA # 1 1. Addendum letter to Architc 07/07/2014, signed and seale 2. Test reports on 1) Uniform S- 2) Large Mis: 3) Cyclic Wit 4) Forced Ent 5) Tensile Te; along with marked -up drawn 2207 (2301), 9'2"x 8' Sect Inc., Test Report No. C9367, J. Abraham, P.E. 3. Test report on Salt Fog Spry Laboratory, Inc., Test Report C. CALCULATIONS "Submitted un 1. Structural and anchor calcul 06/26/2014, signed and seals 2. Structural and anchor calcul 01/28/2014, signed and seals D. QUALITY ASSURANCE 1. Miami -Dade Department of E. MATERIAL CERTIFICATIONS 1. Test report on flame spread ASTM E84, Test Report ## RJ Laboratories, signed by Greg 2. Test report on ignition temp( Test Report # 01.17794.01.3 Institute, signed by Matthew, •0204.11 " tural Testing's test report # C9367.01-801-18, dated by Vinu J. Abraham, P.E. tic Air Pressure Test, Loading per FBC TAS 202-94 le Impact Test per FBC, TAS 201-94 l Pressure Loading per FBC, TAS 203-94 Test, per FBC, TAS 202-94 per ASTM E8 ;s and installation diagram of Series 8300, Option Code nal Garage Doors, prepared by Architectural Testing, 1-801-18, dated 10/04/2013, signed and sealed by Vinu per ASTM B117 prepared by Environmental Testing o. 12732, dated 06/22/2013, signed by Brady Richard. r NOA # 14-0204.11 " ons prepared by Overhead Door Corporation, dated by Mark A. Sawicki, P.E. ons prepared by Overhead Door Corporation, dated by Mark A. Sawicki, P.E. and Economic Resources (RER) Submitted under NOA # 14-0204.11 " nd smoke developed of BASF polyurethane foam per 980-3, dated 07/20/2012, prepared by QAI iture of BASF polyurethane foam per ASTM D1929, �, dated 12/20/2012, prepared by S uthwest Research Blais. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0417.08 Expiration Date: December 4, 2019 Approval Date: May 31, 2018 E - 1 Wayne Dalton a Div. of Overhead Door Ci NOTICE OF ACCEPT CE E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 12-6605.05 issued to Bayer MaterialScience LLC (MA) for its Makrolon Polycarbonate Sleets, approved on 12/06/2012 and expiring on 08/27/2017. F. STATEMENTS "Submitted under INOA # 16-0119.09" 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Overhead Door Corporation, dated 01/06/2016, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA # 14-0204.11 " 2. Statement letter of code conformance to 2010 FBC issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. 3. Statement letter of no financial interest issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 353186, titled `�Windload Specification Option Code 2301", sheets 1 through 4 of 4, dated 04/09/�014, with revision PI dated 03/14/2018, prepared by ed Wayne Dalton, signand sea ed by Dwayne J. Kornish, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17- 219.02 issued to Covestro, LLC for its Makrolon Poly — carbonate Sheets, approved on 03/22/2018 and expiring on 08/27/2022. F. STATEMENTS 1. Statement letter of code conformance to the 6th edition (2017) FBC, issued by Wayne Dalton, dated 03/13/2018, sig ed and sealed by Dwayne J. Kornish P.E. Jdp ' f Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0417.08 Expiration Date: December 4, 2019 Approval Date: May 31, 2018 E-2 NOTES, 1. IMPACT RESISTANT GLAZING OPTION - IMPACT 13 GA HORIZ ANGLE RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR. INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" 13 GA FLAG ANGLE POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS SHALL BE 14" x 46" CUTOUT, FASTENED WITH A MINIMUM #8 X 1" SMS: 3X ALONG THE HORIZONTAL 16 GA MIN HORIZ AND 3X ALONG THE VERTICAL. THE MINIMUM BITE TRACK SHALL BE .375". SEE DETAIL E ON SHEET 3 FOR r ASSEMBLY DETAILS. 5/16xl-5/8" LAG SCREW (MIN 4 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM AS SHOWN) OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE (4) 1/4-2Ox9/16" LARGE PRESSURES. HEAD TRACK BOLTS OR 1/4-20 STUDS WITH 3. KEY LOCKS, SLIDE LOCKS, OR OPERATOR 1/4-20 HEX NUTS REQULRED. 15 GA MIN VERT •' 4. LOUVER OPTION - LOUVERS MAY BE INSTALLED IN TRACK o DOOR IF THE AREA OF EACH LOUVER DOES NOT Z 1 4 20x9/16" TRACK / - EXCEED 60 IN . DOOR VENTS LARGER THAN 60 IN MUST BE TESTED FOR IMPACT. BOLT AND 1/4-20 HEX NUT AT EACH JB-US 5. POLYURETHANE FOAM SHALL BE SANDWICHED JAMB BRACKET LOCATION BETWEEN FACER STEEL HAVING A MINIMUM 26 GA THICKNESS G-40 WITH PRIME COAT WITH A MINIMUM YIELD -STRENGTH -OF 46.8-KSI-AND-BACKER-STEEL S/-160---5/8=LAG— — HAVING A MINIMUM 29 GA THICKNESS G-40 WITH SCREW AT EACH PRIME COAT. OVERALL SECTION THICKNESS SHALL BE JAMB BRACKET •. • MINIMUM 1-5/16". 6. A 4-1/2" x 6" x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. _ t 7. THE DESIGN OF THE SUPPORTING STRUCTURAL 15 GA STIFFENED JAMB ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BRACKETS PROFESSIONAL OF RECORD FOR THE BUILDING OR SEE SCHEDULE FOR STRUCTURE AND IN ACCORDANCE WITH CURRENT QUANTITY, LOCATION, BUILDING CODES FOR THE LOADS LISTED ON THIS AND TYPE DRAWING. KEY LOCK OR SLIDE LOCK B. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL BOTH ENDS (NOT GRADE LUMBER. REQUIRED WITH OPERATOR - SEE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY `\\\11111111j1j • J KKR NOTE: (4) SECTION SOLID \ �Q'.•'�\GENSF•'•��y�i DOOR SHOWN. SEE NOTE 1 THIS SHEET FOR GLAZING No.77945 * _ OPTIONS. '. ;• �` O-• STATE OF ��'C •'•. FLORID ?:• C-) - . SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) 8'-2" ALL +261.3/-294.0 9'-2" 1 ALL +293.3/-330.0 JAMB BRACKET SCHEDULE ND. OF JAMB LOCATION OF CENTERLINE OF JAMB DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS (EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 2=(JB=US), 10 (JB-US),_21=3/_4" _ 6'-6" 4 7 (JB-US), 29-3/4" (JB-US), 39" (JB-US), 48" (JB-US), 57-1/4" (JB-US) 2" (JB-US), 10" (JB-US), 21-3/4" 7'-0" 4 7 (JB-US), 29-3/4 (JB-US), 42" (JB-US), 52-1/2" (JB-US), 63-1/4" (JB-US) 2" (JB-US), 10" (JB-US), 18-3/4" (JB-US), 7'-6" 4 OR 5 8 26-3/4" (JB-US), 36" (JB-US), 45" (JB-US), 54-1/4" (JB-US), 74-1/2" (JB-US) 2" (JB-US), 10° (JB-US), 21-3/4" (JB-US), 8'-0" 4 OR 5 8 29-3/4" (JB-US), 39" (JB-US), 48" (JB-US), 57-1/9" JB-US , 75-1 2" rJB-US NOTE: (JB-US) FOLLOWING DENOTES JAMB BRACKET ATTACHED TO TRACK WITH 1/4 20x9/16N SLOTTED TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SHEET 3 FOR DETAILS. PRODUCT REVISED DOORS MAY USE 3" TRACK IN LEIU OF 2" TRACK.E. as complying with the Florida Building Code Non -No. 1"417.08 E.piration D to 1210412019 By Mlam a Product Control gD ayne DESDN P . 46-oa/-7ZDD MAX %DIM: g-r DATEalton_ i96.00/-10A00 i1A1i i--., 24 DNAMN 4,19 1.DWACD /NO TES 4A7! SE F.. NFIGXT.24' CNEfY�D DATE 1 G E DOORS YODELS 46DO/4650/66DD/aIOG/BSGD/5150/5200/tu5l3/1u52S SHEET 1 OF 3 S ADDSON OWE DRAWNG PART NO. PENSACOLA. FLORDA 32514 %MNDLOAD SPECIFICATION OPTION CODE 2101 353186 (2) 12 GA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 1/4-200/8" SELF DRILLING SCREWS (2 THROUGH U-BAR AND TOP 13 GA ROLLER SLIDE ATTACHED 1� TO BRACKET WITH 5/16-18 BOLT \ & NUT IN THE CENTER SLOT k BA4WER PLATE LOCAAC7NS 9'-2" MAX 7I ADD (2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH INSIDE END HINGE 2" STEEL ROLLER WITH 9" GRADE 1144 OR EQUIVALENT STEM AND ROLLER 7/16" PUSH NUT AT EACH ROLLER LOCATION LOCATED BETWEEN THE o BRACKET OR HINGE (EXCEPT PUCHNUT LOCATED ON THE TOP AND BOTTOM ROLLER IS OUTSIDE OF BOTH BRACKETS). 1/4" MAX BETWEEN PUSH NUT AND OUTER HINGE. (2)-14 -GA-WIDE-BODY-END HINGES EACH ATTACHED WITH DETAIL B (4) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS DETAIL A A, o HINGE 14 GA WIDE BODY INTERMEDIATE HINGE ®o % ATTACHED WITH (4) 1/4-14x7/8" SELF DRILLING •� � CRIMPTITE SCREWS DETAIL C \A`YYTiiului��j,i _ �y 12 GA EXTENSION BRACKET �1};•- No.77945 S ATTACHED WITH (3) 1/4-14x7/8" • SELF DRILLING CRIMPTITE SCREWS (2 THROUGH U-BAR AND BRACKEI 0�-'-, •�/� STATE OF = ��SY •'•�ORIDP .••-�� 14 GA BOTTOM BRACKET ATTACHED WITH (2) �• s/ANAL E�1G�� 1/4-14x7/8" SELF DRILLING „ CRIMPTITE SCREWS THROUGH U-BAR AND BOTTOM BRACKET AND (1) 1/4-14x5/8" SELF DRILLING TAMPER RESISTANT / �:m14 avc°0 n r°cr n°ri SCREW NOTE: IF 3" TRACK IS USED, THEN END HINGES TO BE 11 GA MODIFIED HINGES. ROLLERS TO BE 3" STEEL ROLLERS WITH 9/16" DIA. X 9" LONG SHAFT AT ALL LOCATIONS EXCEPT TOP AND BOTTOM. TOP AND BOTTOM ROLLERS TO BE 3" STEEL ROLLERS WITH 7/16" DIA. X 9" LONG SHAFT. PUSH NUTS ONLY USED AT TOP AND BOTTOM ROLLER LOCATIONS. DETAIL D T-5 61 ALUMIN EXTERN FRAME DETAIL T-5 6063 ALUMINUM INTERIOR FRAME SHEETMETAL SCREW 1/4" POLYCARBONATE PRODUCT REVISED as complying with the Florida Building Code Expiration D 12/04/2019 By Miami- a Product Control Wayne � Pam. +ss.00%to DDo MAX NElplh 2Y-0' DRAWN +/s/t4 ®Dalton_ dPACT/CYCl1C MTED YES 0. YES MAX SECTION RECHT: 24� 41ECI�D DATE GARAGE DOORS MODELS 4600/4850/6600/B7DD/B5OD/5150/5200/TN515/TM525 SHEET 3 0 3395 ADDISON OW4E DRAWING PART 'ENSAtX)t/y FLORIDA Jt514 WINDLOAD SPECIFICATION OPTION CODE 2301 353186 ,mE Dwoc 4( FASTENERS TABLE THIS MINIMUM 2x SOUTHERN I LUMBER. 2 3/4" MIN EDGE I 5/16" LAG SCREW INTO 2 3/4" t1" MIN 2 x 6 LUMBER AT EDGE DIST EACH HOLE LOCATION•--\ 1 3/8" SIMPSON TITEN 1 HD, 2-3/4" MINI EMBED INTO MINI I CONTINUOUS WALL ANGLED: 2000 PSI CONCRETE I 1/4-20x9/16" TRACK BOLT I FOR EACH HOLE AND 1/4-20 HEX NUT --.,LOCATION TRACK CUPS 13 GA MIN I TRACK CONTINUOUS WALL ANGLE F - D - •I 6• ` (3) 1/4"-20 TRACK ----- — ----MIN_1-1-GA I -OR-C-ARRIAGE-BOL-T- CLIP WITH 1/4"-20 NUT TYPICAL CLIP_ BOLTING DETAIL 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D.' WASHER INTO CONCRETE ffi� A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED;CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE ;OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION 0 PEKE PLATE v u T .SEE CLIP DETAIL THIS SHEET ' MAr it `-TRAC 19 CUPS TO BE EITHER BOLTED OR WELDED. SEE DETAILS THIS PAGE. NTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS RSW 0.28" p \ MIN 11 GA CLIP AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 2 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +293.3/-330.0 LBS PER FOOT. S. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. I I (1) 1/4"-20 TRACK S. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE 13 GA MIN OR CARRIAGE BOLT DESIGNED FOR THE LOADS LISTED IN NOTE 5. CONTINUOUS WITH 1/4"-20 NUT 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. WALL ANGLE TRACK 14E J i� TYPICAL CLIP MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 3/8" SIMPSON TITEN 3/8" SIMPSON TITEN 3/8" X 3" LONG HD SCREW ANCHOR TO HD SCREW ANCHOR TO LAG SCREWm MINIMUM 2000 PSI MINIMUM 2000 PSI CONCRETE- GROUT FILLED CMU'°x' 24 24 23 ��`�P�.•• •••kO,Q �� WELDING DETAIL MTS 9= PRODUCT REVISED as complying with t Florida Building Code `� Q: '� VCENSF �•.?/ � Expiration t6 *: ND•»94,5 : CONTINOUS WALL ANGLE DETAILSBy * * = = mlam a P. - )o 0� S7A7FOF Wayne STATIC PRE4Df@ RATIRGS DESIGN +64.00%T200 ZEST IMF). +9UQ/-lD6A0[MAX "mmm sag MAX WDTN: 9•-r NDGM-. 2C• W 9 ORIDA.•'• ®Dalton.--/G,�G 9,,,m m/ND): YES mAx s N KEGNr 24• a¢CKED DATE i o e % �s/O,A•YO.........'EN('j�\ GARAGE DOORS VOC. 4600/4650/66DD/6300/850D/515D/52DD/iu575/TY525 sFiEET 4 DF n rrtcmm //,(/JAI��`\ PF3395 A`D �N DRIVE RI ]t514 DRAMIND PART N4 WINDLOAD SPECIFICATION OPTION CODE 2301 353186