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HomeMy WebLinkAboutUntitled (2) MIAMI RADE MIAMI-DADE COUNTY t(.UNTY 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 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov/economv DAB Door Company,Inc. 12195 NW se Avenue Hialeah Gardens,FL 33018 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 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:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,-44.0 PSF) APPROVAL DOCUMENT:Drawing No.02-21 Rev L,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,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 Control Section. MISSILE IMPACT RATING:Large and 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0304.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by'shall I.Chanda,P.E. NOA No.17-1018.12 Expiration Date:July 21,2020 MIAM I:ADE COUNTY f APPROVED Approval Date:December 14,2017 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", - prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz Seda,P.E. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted under NOA#03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. 15.k.11• L i- Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-1 • 4 I AB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NOA#11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA#09-012&02" D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No.14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No.11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of'PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,RE. F. STATEMENTS "Submitted under NOA#14-081410" 1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 1 s�•- 1•Lit&l" Ishaq I.Chanda,P.E. 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PUSH NUT TOP FIXTURE 5-1/2'x 2-3 4'X 0.1' GALV.STEEL C HINGE „‘ STEEL PLATE WITS ONE 6/18 1B MS W/ NUT OPTIONAL DOOR VIEWER ��\ ® W/(4) 114 X 5/8'SMS ! \ FASTENED TO END=I W1T11 TO BE INSTALLED AT ro N WITHOUT DELRON SLEEVE(SM.) / ANY CENTER STILE 1 1 �I 11� 1 SEE$SHEETS FOR TOPDBBRACKET OPTIONS = m l-� ® 7-1/2^x 3'x.o7t^OALV.HSTEELINGE / q' END ROLLER HINGE 1�� „ I CENTER STILES W/(6)114 X 5/8'SMS • ® ! SEE BCH. 'A' I-'A - WITHOUT DELRON SLEEVE(STD.) ! I WRH DELRON SLEEVE(OPTIONAL) \ i Pq. leCPLV?TI -6E TER HINGE71LOCK \\� -- �• / \ J \ / \ \ / \ /I\ o W/(4)#14 X 5/8'SMS _2/DOOR `� I ` l WITH DELRON SLEEVE(OPTIGNNZT--- - `. ptall I N QC V / . �� • fl q t'Wx .t6 . uTOH / V ' \ / \ / / I CENTERHINGE 1 `I Il II-II II `I. 11111 5/8'MIN. LOCK ENGAGEMENT \ I Y•• v ° LL j• CONFORMS TO SECTION 1008 REGARDING \1 \ / \ \ / \ / _ = T V m g GARAGE DOORS —— IIr/ QFC $ .158 DIA.GALV. AIRCRAFT TYPE /, `si 1\ II l II-II IFIFIR.Is —fRY »i � 22 JLEhNICO-PRESS SLEEVE ``\\ I \ 8 '/ \ / / "11 / \ / \ B 2S 1 triW MIN.5 TO 1 SAFETY FACTOR \\ / \\ LA: A A A A A 'h I ^�a 14 1.0 ci 7 ' I I 1 ! .. r�P-p�' www 2-3/4'1Y X b-5/8'H%.090'THK.1\ '� - - _ _ __ TTI STEEL PLATE. 1-3/8'DEEP\ 1 I'I� I !\ � li1`�. ! _ ,, - - $$ ( ) UI r 11 \\ II / A AA A__ A -A60 WITH 3 114%3 4 \ / . I I / Ii: �, A A ' v Y ,� __ SELF DRIWNC SCREWS ` c o BRACKET BRACKET If • a STD. LIFT DOOR LOW HEADROOM ' I-I ^_= I) I� I • Iv- DOOR E OPTION . L CA' DOOR 'LI'TAL I AT — 'i .. - a°°, a`� HEIGHT CONSISTS OF EACH DOOR 7-7//8•x 3-1/8•x.010' ' ^OPTIONAL VENTS I .T� To 1 e'-e' 2 SECTIONS 18"2 SECTIONS 21' STEEL PLATE tr /3 5'WIDE AT Y O.C. MAX. OPTIONAL FLUSH FACE I- L. `o In 8'-5' 1 SECTION 18' 3 SECTIONS 21' WITH (4)#14 X 3/4'SDS ` ' O NG. AREA NOT TO EXCEED 120 SO.IN. MAX DOOR WIDTH WOOD GRAIN DEVON L—A po Z(9 a 7' 4 SECTIONS 21'- Lo g 7'_3• _ IP 16'-2" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA & O 01 .„ 7'-8' a sECRONB 18'- CENTER STILE I� THIS PRODUCT 15 RATID FOR LARGE MI59LE IMPACT INSIDE ELEVATION BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND •V N_a 1-9• 4 SECTIONS 18'1 SECTION 21' OUTSIDE 11h RAISED PANEL EMBOSSED DOOR ASTM E1886-OS/ASTM E1998-09. N GT.-T.F. 8' 3 SECTIONS 18'2 SECTIONS 21' PI • GENERAL NOTES 8'-3' 2 SECTIONS 16'3 SECTIONS 21' HANDLE I► , 8'-8' 1 SECTION 18" 4 SECTIONS 21° END STILE DAB DOORS INC. 1.THIS PRODUCT 106 BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8'-9• 5 SECTIONS 21'- REQUIR MENTS OF THE 2014(5TH EDRION)/2R C(6TH ED(0)FLORIDA . _ 9' B SECTIONS 18'- �'• HUTTICOf1e Master®Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE DWI). 9'-3' b SECTIONS 18'1 SECTION 21' LOCK BAR GUIDES MOX• 520 t6'-2` x 16'-0' High 2.ANCHORS SHrLLL BE CORROSION RESISTANT SPACED AS SHOWN ON DETAILSrj Ill ' INSTALLED ON END STILE With Window lite Option MD INSTMIID PER MANUFS INSTRUCTIONS.SPECIFIED EMBEDMENT TO EASE R 9'-e'-4 BECKONS ie'2 SECTIONS 21' r WITH (4)#14 X 5 B•sMs F . 9'-9' 3 SECTIONS 18.3 SECTIONS 21' ( / MATERW. •S1fALL BE BEYOND WALL DRESSING OR STUCCO. 10' 2 SECTIONS 18'4 SECTIONS 21' 'D 18T X.6W LOCK BAR DESIGN PRESSURE RATING = 4- 36.0 PSF 3.A WAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. P 10'-3' 1 SECTION 18° 5 SECTIONS 21' ENGAGES IN TRACK 4.MATERWL5 INCLUDING BUT NOT LIMRED TO STEEL/METH.SCREWS,714AT 10'-8' 8 SECTIONS 21'- Ir ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH CRIER DISSIMILAR MATERIALS SHALL MEET THE o 10'-9' 8 SECTIONS 18'1 SECTION 21' CENTER SIDES SCHEDULE A' REQUIRDIETITS OF THE 2014/2017 FLORIDA BLDG.CODE 4.•ADOPTED STANDARDS. OUTSIDE KEYED LOCK g$g 11' S SECTIONS 18'2 SECTIONS 21' CENTER STILES CONFIGURATION S.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ' 11'-3' 4 SECTIONS 18'3 SECTIONS 21' g OPTIC Al, DOOR 7RDTHS 1 OF CENTER STILES FOR A SITE SPECIFIC PROJECT.Le.LIFE SAFETY OF THIS PRODUCT.ADEQUACY a •• 11'-8.3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ' e'-0°TO 9'-t0" 2 OF STRUCNRE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR 5 Nil Iiril II, ILII WATER INFILTRATION RESISTANCE ETC. 8 +A n 11'-9.2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO ` N - 10'-0'TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, g t 6 8$d 12' 1 SECTIONS 18'B BECKONS 21' SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10` 3 AND TO BE RENEWED BY BUILDING OFFICIAL •B a •8 • ' 12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE 8'-0'TO 9'-10^ 14'-0'TO 1S'-10" 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A'READILY VISIBLE LOCATION .S 12'-8'6 BECKONS 18'2 SECTIONS 21' DOOR WIDTHS 15'-11'70 16'-2" 5 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE E c--,w'' 12'-5' S SECTIONS 18'3 SECTIONS 21' LABELING TO COMPLY WITH SECTION 1709.9.2. r^ .__ wit 13' 4 SECTIONS 18'4 SECTIONS 21' -- 1L IIA/ 13'-3.3 SECTIONS 16'5 SECTIONS 21° Y DD DEV ^ILII 11 Il ii I'�il it lI ,M fill It 1161 IifII [1 I' 1� 014 BE3I/4'SELF DRILLWO SCREWS ���9~� /� 13'-8'2 SECIIOLS Re B SECTIONS 21' _ �..•••.••••••..,. • . 13'-8' 1 SECTION 18' 7 SECTIONS 21' IfWysmC4de IN LIEU OF 114 X 5/8'SMS ' r 14' 8 SECTIONS 21'- Amps=Noll'.LAI.• Z• 1D'-0"TO 11'-10" I 14'-0"TO 15'-10' ` 7 $ 7, g2 14'-3' 5 SECTIONS 18'3 SECTIONS 21' 6pintlutite 115Fd1Y' + DOOR WIDTHS - DOOR WIDTHS _ 4 •*- y 1 , A 14'-6' 5 SECTIONS f8'4 SECTIONS 21' `� 1 //ANa� 4 E 14'-8' 4 SECTIONS 18'S SECTIONS 21' 6L �t L•A _ _ I - 15' 3 SECTIONS 18'8 SECTIONS 21' lMp9Asalom M4te.. ` Imo' 1'1.I ISI II•I M 0 ' ••i1 ' ' 15'-3' 2 SECROS 18.7 SECTIONS 21' I I L=---I IIIII_I I I I` I� � I II � II ��I Will II I (;.T U :i J1i �� 'STAT OF ` drawing no, 15'-B' 1 SECTION t21 a BECKONS 21' 1f:4°T.P 15'-9'9 SECTIONS 21'- 12'-0"TTI 13'-10' _ 15'-11'TO 16'-2' ''1/7;•/0'IY N` - 18' 6 SECTIONS 18'4 sECLIONS 21' DOOR WIDTHS DOOR WIDTHS //I11T11111L1\ (Sheet 1 of 5 ,, 24 Ga STEEL PANEL mu g 11 - IIM-SPI {ial N • O 11 1 j FLAPS BENT OVER PANEL a . ':' lir-ICI . q 1 , 43bait : 1 1/4...., Pr. - . r . 1 _(_ I 1/z"PUNCHED HO Es 1 ,II a°o. r`; 8 ,x 2-1/4'x 3/4 x 2 0 a t asli GALV.STEEL.U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO i I I . VERTICAL INTERMEDIATE STRES W/TWO g&g 1 #14 X 5/8"S.M.S.AND TO END STILE II- }�' MtODDCC Z L" WI FOUR#14 X 3/4"SELF DRILLING S. kwliti� E,*? 'I - I PIuc No rot .12 "jj- �_ dill I &rants am cl ..) o$ce 'r- I 3/16'POP RIVETS 1 IIA��'- r z I� 1 AT 4°0.C. 4.....,:',...:(..., a "I: 1 0 5) FOR 21'STILES 5) FOR 18'STILES I� 0 ® STILE .024'STL PANEL . M *rock e. I OUTSIDE OF D00 [le, Ili" I 1 pE C 1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION —J : im,.. $Z OPTIONAL STOP MOULDING ='-'STEEL TRACK BRACKET FASTENED BY DOOR INSTALLER SOUP BRASS DOOR VIEWER N o..+ BY 'SCHLAGE SECURITY HARDWARE' w tx T=~ TO WOOD JAMB WITH # 14 X 5/B"EMS 3/4'X 2°X 2-1/2°X.049'STEEL INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE ! 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EDGE DISTANCE INTO FlLLID BLOCK v a N n CONCRETE f'c® 3000 f'S1 MM. gc,c a a C-90 GROUT FILLED BLOCK I'm Q 2000 PSI MIN, y v$Y 1,9'X 2.19'X 3.3"X 090' FANCHOR TYPE A OR B ? x STEEL TRAGIC BRACKET'S I _ C cc-SEE SHEET 3 FOR SPACING1111_311111 IR C•_J �_ ENT 3 FOR BRACKET SPACING ( )\. 111111H/!A� ' -. 7-1z°x 050" 7-1/2"x 071' 1/4-20SS BOLT * os92 *^ g I . .g STEEL TRACK (V. 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