Loading...
HomeMy WebLinkAboutProduct Approval Hurricane Master by DAB Md1#824 +36psf-44psf Max. Size 162" x 160" M IAMFUADE _NUAMJ-DADE COUNTY PRODUCT CONTROL SECTION 11805 SVG 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786;315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/economy DAB Door Company,Inc- 12195INW 98te 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 he 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 09110/1002 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by A]- 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 RATLNG: Large and Small Missile Impact Resistant L4BELII�G:A permanent label with the manufacturers name or logo.manufacturing address,modet'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 af'f'ecting the performance of this product TERINUNATION 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.Misu.-e 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 lisle expiration date may be displayed in adverr_"sing literature. If any portion of the NOA is displayed_then it shall be done at its entirety_ LNSPECTION:A copy of this entire NOA shall be provided to the user by the manufacntrer or its distributors and shall be available for inspection at the job site at the request of the Building Official_ This NOA revises NOA 4 15-0304.01 and consists of this page I and evidence pages E-1,F,2 and F-3,as well as approval document mentioned above_ The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA leo.17-1018.12 t.M.NK m Expiration Date:July 21,2020 14� -• 111111111111111F Approval Date:December 14.2017 Page I DAB Door Compauy.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 NDA#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-074200,dated 05/02!2007,signed and sealed by Candido F. Font,P.F_ 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 N04 #05-022902" 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 NO.4#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!2212014 and 07.24/2014,signed and sealed by Javad Ahmad,P.E. Isbaq L Chanda,P.E. Product Control Examiner \OA No.17-101&12 Expiration Date:July 21,2020 Approval Date:December 14,2017 1 DAB Door Companv,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 11192008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA#09-0128.02' 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!282013 and expiring on 07/17,12018- 2. Notice of Acceptance No. 14-0311.08, issued to lnsulfoam, LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 1 1 2912 0 17. 3. tiotice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/21011 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 l 1/10/2011 and expiring on 01/1112017- 5. Notice of Acceptance No_ 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polvsty me Block Insulation,approved on 0-124/2011 and expiring on 02124/2016. `Submitted under VOA#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!7004,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. S. 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 05106/2004,signed and sealed by J.L.Doldan,P-E. F. STATEMEI\TS `Submitted under jVO,4#14-0814.10" 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by A]-Farooq Corporation,dated 05/13!2014,signed and sealed by Javad Ahmad,P.E_ Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 02-21 Rev L.titled"24 GA. Roll Formed Steel Sectional Garage Door''. dated 09/10/200'21 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. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSU RA_NCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC.for their Dyplast ISO-C-1 Polyisocyanurate Insulation,expiring on 01/11/2021 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc_. for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 Edition)and FBC 2017(01 Edition), prepared by AI Farooq Corporation,dated 10!05117,signed and sealed by Javad Ahmad P.E. F. OTHER 1. This NOA revises NOA 915-0304.01.expiring 07/21/20. lshaq L Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-3 7-112- % 2-I/{`X If GA. - R111K INR TOR FIXTURE 5-1/2'X 2-3/4'X 0.1- ry OACV, ITCCL CENTER HINGE �� 1 ML PLATE WITH ONE 6/19-tp M!W/ NUT OPIIONAL DOOR VIEWER � a • W/ 0UT IOELRON/S'LM(STD.) / 1t FASTENED TO END 919.E WITH 70 DE INSTALLED AT I1E (f 114 X 3 4" SELF DRII I.ING!CREWS ANY CENTER STILE /7 e11 'j 7-1/2•X 3' X .011"UALV, VI,LL I ff[ SHEET 3 SUN IOL'BRACKLT OPTIONS / rq A Zf i3 W1(e)X114 X ROLLER HINGE I •T�s O WITHOUT DELNON SLEINE(BTU,) / SEE tp1, 'A' WITH DELRON SLEEVE(OPTIONAL) 1 i �' ._._. _ __._ OM.V, STEEL CENTER HINGE LOCK • WI (+) 114 x S/e' (00 2/ DOOR Al\ ® I G • ® I '� WITH OELRON SLEEVE (OPQp10(r - If x .1e THE, uTai',\ CENTER HINGE 1 FTANOMD LOC( ® ® b s N Sp T "NO LOADEDSLIOC DOLT(BOTH SlOh3 ¢ `. FASTENED W/(4)114 X 1/2•l.M.3, LOC( [NOAO[MCNT ... ..:_ . .-... ......._._.._ e..... .� !TO SECTION tGQB REGARDING �\ , GARAGE DO ILO-PR / ORS AI RAI'e ,IFA DIA. V FT •-:„ _.__ � � QI E IN MIIs NS A T 1 SA • _._._ ... ... -_.. 1� R 2-3/4-W X 5-6/6-H X,090"TIKf.1 • 1 �-.� STEEL PLATE, 1-,1/6'OECD ! / �.� - �" ^ WITH (3)) //14 %3 4' � \1` • j a0, !CLF ORI(,L1N0 SCREWS BRACKET` BRACKE"F--.•' -. _` ..... O�`_..-m•• I raj > STD. UFT DOOR LOW HEADROOM ® I a DOOR OPTION a DOOR T1 fA Ar HC10NT CONsirs 01 fA9H 7-7 f'x 3^1/e'%.010" . a_ srcTONs 1e' PLATE OPTIONAL IE AT _OPTIONAL FLUSH FACE I '((J])e'WIDE AT T O.C. MAX. G 1 SECTION � WITH (4) 114 X 3/4'905 ORNO.MEA NOTlO E%C[[0 1'10 90.IN, IAA% MOORWIDTHWOOD CHAIN DESIGN L,�,A . .... Cb Z rc)roN1�n CENTER STILE NNIS PIIOOUCT If RA1L0 COR IAROC MIff1Lt IMPACT MOR TFSTrD IN Accottmmcr WITH TIBC R[ouARCMCNTO'oF GLORIA o $ INSIDE ELEVATION BUILDING CODE,1AS 202 IAS 201 W TAS-•203 FOR HVHZ AND _ ♦Y20N1 I11 1' QI' `."\ AS C1T106-W ASTM C1090 09 _ OUTSIDE*DLE ,,q RAISED PANEL EMBOSSED DOOR /f 21 H{�[cnow 71" -END S11Lf DAb DOORB INC. 1. Tws PRODUCT HAf KCN DESIGNED AND TESTED 10 COMPLY WITN THE REOUMEMOM OF741 2014(STH COITION)/2017(M EDITION)FLORIDA Hurricane Mo9br•Abdel 644/BiT 91RIDING CODE NJCLUTING HIGH VELOCM HURRICANE ZONE(HVHZ)f 101 I1KCTION 21' LOCK BAR OVIDES Max. Size 16'-2" X 16'-0' High 2,µC11083 SlWl OE MRROSx)N RESISTAM,SPACED AS SHOWN ON DETNLSI 4� �• 1 NISTALL[D ON END STILE With Window Lite TI 2)Rj0}IONS 21" WITH(4) 114 X 6/D'SMS �(I� AND INlTALLED PER MANUPS kISTRUCTIONS.SPCdfl[0 EM9EOMEM TO BASE'7 21' .---.... -___,. MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO.ST X AW LOCK BAR 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.l0"- C110NS II SEOTroN 1e s s 21 ENGAGE!IN TRACK DESIGN PRESSURE RATING + 36.0 PSF R ' ON EACH SIDE.OF DOOR - 44.0 PSF 4'MATERIALS INCLUDING BUT NOT LIMITED TO STEE'./METAL SCREWS,THAT C 0 0 NCIIONI 21';- COME INTO CONTACT WITH OTHER DISSIMLM MAT RPLS SHALL MEET 111E - -9 e C ! le 1 iroN 1' CENTER STILES SCNEOUIf.'A - REWREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE r ADOPTED STANDARDS. Q Q fl OUTSIDE KEYED LDGK --� -- ----- 11 ']SECTIONS Ip 2 SECTIONS 21 ,,.-'� CENTER iia CONFIOURADON S.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION I CSA {KCTK7NS I S_).,•f4CTC!ONs 71' OPTIONAL ___. 00011 w1pTHe 1 Of CENTDI STILES FOR A SITE SPECIFIC PROACT I.• LIFE SAFETY OF THIS PRODUCT,ADEOUACY SECTIONS l0 s ?�' S LOCH BAR LOCKING.SHOWN �� p p TO"'�e 'p OF STRUCTURE ION REST THIS PRODUCT AND SEALING MOUND OPENING FOR •-n- s•rR .-- WATER INFILTPATWN RESISTANCE ETC. n - ALTEREure TO "' 10 0 TO 11 10 2 CONDITIONS NOT SHOWN N THIS DRAWING APC'0 BE ANALYZED SEPARATELY, 4 ,i 12 1 TMHS 10_e_ f - SPRING LOADED SLIUL BOLT 12 TO 0 1] 10 _1 AM TO BE RENEWED BY BUILDING OFFICIAL. Y (,"cliums 11`-_. LOCKS SHOWN A90VE r ...-•, _ .. i• _- e'-0"TO 9'-10" 14_0 TO 13' 10 �4 e.MANUFACTURER'S LABEL SH&L BE LOCATED ON A READILY ASIBLE LOCATION ••'•• "" - 10'-11�1 le'-!' e1 ACC:ORhWCF WITH SECTION 17004.3 OF FLORIDA BUNUINO CODE. CCC CTI 1 1s , •• -.—. 1 -0 Z 19 ] 1 LABELING 10 COMPLY WITH SECTION 1709.0.2. (R'(TPII�- IJ' / C ONS le�9E roNs 1i 1'(, n'i)�� 7' J KCTIONI to ]KCTIONI 21 , ,� ♦a.. ,r 1. ne•wIE r Y►v19D• B.w7J ® I �• P ^F7 i T e CIIONS Id 0nOHs 11" ree�Rblee Mie lM FleeW NAY BE]USCOSCLF ORKlWO SCREWS ;>�!`• ., 9 1 c10N 1a 7 rroNs 1' _. � TeelYee OuM MJ LIEU OF/14%'I SMS _141 R C110NS S7 Aee9pleeee Net -(q( T• 10'-0^TO 11'-1O' 14'-0''n 15' 10" ----- ..___.. .• 7 ;, t4 3,,aie `_.... f.�I� M%l' 'w _ -SA.A ONE U s •21 �4.L��,.�.-.• r i � a ►►►FFFo/ddIRRMaattt•OOrrr/MMY ®� ® - r [{CT1QM t9 1.I(CT10Ms.,T,l: ,. yypl• I r 1tCtgNf Z, �'� •, STA OF �' drawing no. ! t 1 I CTKIN 1' moi, •!...... I`.•'_ry ��` —21 .... ' 02 G I 9 9 21, _ 11'-0"To 13'-10• 1B'-n'To Ie'-z' ._.I � /pNAL 1 N' � 6 1 00'01�WI�TM! _...__.._.. 00011 WIDTHS r/II 1 oMai 1 of ,l 24 aL STEEL PANEL V $ g FLIPS BENT OVER PANEL a• pO �j O "� 1 • • 4G� l� /2"PUNCHED H=S_/ •4'D.C. N ALV.X 2-1/4•%3/4-IN X B' 0 BOTTOM STEEL PAN110A TRUSS FA TRUSS • ALI TE PANEL TRUSS FASTENED TO QJ" VERTICAL INTERMEDIATE STILES W/TWO I 4 014 X 6/4'S.M.S.AN TO END STILI: 11 W/FOUR 014 X J//'SELF DRILLING S. I N a 0 3/16' POP RIM TO.40 •1rAT 4'O.C. 66) Fon 21"STILEs)FOR 1B"STILES .024"STL. PANELTILE Mf OUTSIDE DF Doo <r, IST SECTION (WQnw INTERMEDIATE SECTION TAP SWIM I ; oPIMpN,�� STpP MOULDING I In�E? KIM INSTALLER SOLID BRASS DOOR VIEWER .STEEL TRACK BRACKET FASTENEDN TO WOOD JAMB WITH 0 14 X 3/B"SMS &/14' X 2' X 2-1/2"X.040"STEEL BY 'SCHLAGE SECURITY HARDWARE' 3/16"X 1-5/8"LAG SCREW 6 PER HINGE STILE, CONNECT TO PANELS VAIN INSTALLED IN 9/18" DIA. HOLES IN CENTER STILE (FULL'(THRUDED) FLAPS AND (5)OR(6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER HEAD TYPE A 1/2'X 1-3/4"X .056'FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET 0LUED TO PANEL AND SECURED TO ANCHORS AT_�'ItAGK_DBACISET: y END STILE WITH (4) 3/16'POP RIVETS G SOUTHERN PINE 1-7/B"X 2-6/6'X .046'STEEL EDGE 1/e•Ou. FIDWER-BOLT BY'POWERS' n 0,66 S. '•4•� CiWit STILE,GLUED AND RIVETED DISTANCE A) 2'MIN, EMBED INTO CONCRETE(3000 PSI MIN.) R 2"MIN. EDGE DISTANCE & TO PANEL W/(4)3/16"RNfTS 3//16" ggg 1� N. 14 X 6/6"S,M.S. POP RNCfS a ,' A-+�1-3/16 - 3/e'Ms H c me BY "4/HINGE B) I-t/P MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q Q Q ISA .__...__....... _..., „,,,, 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4'MIN, EDGE DISTANCE INTO FILLED BLOCK i ( CONCRETE Cc - 3000 PSI MIN. w ..__.. , C-RO GROUT FILLED BLOCK Fm 2000 PSI MIN. Y9 IS,k LIB"1t 7,3"X,OBD' ANCNOR TYPE A OR 8 .r •TQL TRACH RRACKET6 (I)PER BRACKET Sa OW J FCR SPACING ..... f _ SCE SHEET 3 FOR BRACKET SPACING S I 7-I x .o6G• 7-I/2'x ,DTI .. I/4-20 SS BOLT OSB2 y y day. 3(Eu_j INTERIOR SIDE END ROLLER HINGE a "�T rIT STEEL TRACK CENTER HINGE 14 GA. X 2-1/6'X i•(STANOIJID) 1.82'DIA.X .50" STEEL ROLLERS (Si D.) . ,. T OF •',(�j dFOWIBq RB. 12 OA %3-6/16'X 1-1/2'(OPTIONN.). _7/6"PUSHNUT 1.82" Da. x .60"NYLON ROLLERS (OPTIONAL) _ 0�.,,, .! On�n,� FAST RE TO TRACK PUIE INSTALLED ON ROLLER Shirt 2.75"DIA. % .SO'STEEL ROLLERS (OPTIONAL) �,Q L L W/ 1/4-YU X S/B•TRUSS N0. '��i "'•'•' r�K` SLOTTID M.S.h LOOK NUT SECTION B-B 2'75" DIA' % ,SO'NYLON ROLLE�WITH 5"STEM IT J,%`• POP RRRit 1-1/2"x 1/2'X 1/8"HOPIZ,ANGLk 5/10'% 1-S/0'W SCREWS INTO WOOD OR HMN7. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 R, l� U �-•-1 1-J/4'X 8-1/2"X J"X .104' 0/10"SLELVE ANCHORS CLNTER SUPPORT REGO. ON DOORS WITHOOT INSULATION OR WINDOWS, OALV,rm WITH 1-1/4'flABEU INTO MASONRY EX�EEOING 6 FT. IN HCIOHT� 2'X 2"% 1/8'MORIZ.ANOLE rY I ���''7110QW ROM!BRACKET ON EACH SIDE ] PER OMCKCf I I FT. / iABRNCC W/(0) 14%S/0"S.M.l. ......--- I I I A.•.--. FOR DOOR HEIGHTS ABOVE 8 ND OR o / II t F 1 DOORS WITH INSULATION OR WINDOWS S / 14 G4. OALV. 91[4 ADJUSTABLE SPOT WELDED TO HORR.TRACI( SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 CAA, STEEL rLATCS r WITH TWO WELDS AT 1-1/2`APART �V W/5/16-18 x 3/4'HEX HEAL) WELDED TO 1-1/2'X 1-1/2'X 14 GA. ANGLE -- A te-J FIRST AT]'D.C.. REST AT 0"O.C, � R M. SCREWS A NUTS. FASTENED TO TRACK - CONNECTED TO FLAG BRACKET ANGLE wRN (4) 1/4-20 SS. BOLT A NUTS __ w/]/6-lex]/4 ear A Nvr TOP BRACKET MIORIZ•TRACK LENGTH OPENING HOgR PWS 11" __,� AND TO SPRING SNAFT W10[ WITN rL pry Gr N • ` (STANDARD) URRONAL ..__. 14 OA.GALV.STEEL TRACK (2) 1/4-ZO%5/0"BOLT A NUf_ N TOP((BRACKET)) LOW IICAOROOM DOOd HORIZONTAL REINFORCEMENT a -, 1/2 X 1-3/4'X.050'FORMED STEEL I �• f VERROIL TRACK WTO PAM AND FASIENED To 2-1/8'% 1"X.000' VERTICAL STILE!WITH (2)3/10'POP RIVETS2'% 0-I/2'% ,foo' / SECTION A-A _ FASTENED W/�4) 1'� 14 X 8 e'SSTM�A� a LOWOHEADROOOM ER MMR oMroH BOOR - BEOTION NEI0M BRACKET PLAIDENIM S HORIZONTAL REINFORCEMENT - 1/2'X 1-3/4'X.036"FORMED STEEL HUGHT 1ST molmolamleIrml 81 02 83 !4 M 00 87 BB Q O UEO TO RAW ANTI FASTFNrO TO a-0 18 10 10 I A 1 TO 1 11-J 4 2J u 46 66' 07 KRTIUL STILCS WII11 (2) 3/16'POP RIVETS 0-e' 11 18' 18 11" A 1'10 Z"11-J)4' 2J' 34' 48' 56" 67' - �- 8/10"MEETING RIB 11'N A 1'TO 1"11-0 4 1J` JI' 48' e6" 0T 3-8` 18'18' 10'16 le'1'TO 2'11-3/4' 2J' J4" 45" S6' 0T X76-1 4 cyTSJ � PlJSTIC/sTLCI ROLLERS 8•-0" 21'18' 1B't0' 11`1"TO 2.11-7 ♦ 23" 11' 4S' S6' O. 1.82' DM.X,50' "OR ARE NUMBERED STARTING AT THE BOTTOM QO W/,44 DNA, X 4-1/4'STEM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. f MNIDUC(REVISBO T 4 OPTIONAL INRILATtONl: 1,0'x 2.1!"x 3.3'x.000• _ STEEL TRACK BPAf:I(CTS YW•KY 141%.W, I - A 2-3/16`HIGH .0 Calk OEN011Y•2,0 PCP ! T/ Aeeeylge4 TN -�/O .'2 Ln C •A.016-1101.04 CON ECT[O TO TRACK WITH -1�T-'T`�" a " yl) 1/4'BOLTS A NIRS CcPNn4y.0.N z NN..IO.A fill-1103,01 II I N.O.A. 1r17-022100 � II iRsO�a((,1 yyOLgV.1T[!A{LT� w/(6)0 I4OX P8/8`�S n r� 1. I LdYI 9 R MIN. ,024•ROLL FORMED VECL PANEL iii DRAWING OLSIRE 0-40 1y12 MMI.IMG IALITY I-0 JG KSI Q WITH PRIMER AND BAKED-ON POLYSTER PAINTED TOP COAT TRACK CONFIGURATION APPLIED TO MOTH SIDES OF STEEL w VERTICAL LIFT I HIGH LIFT STANDARD LIFT LOW HEADROOM DOUGLE TRACK 12 GA.u�ARLAY.r�AA;TLNEO AVAILABLE TRACK OPTIONS �,��{,(���I p .�,.�• W/(1)P i4 X 0/B SMS ,\�'• p. ...... U� mse BOTTOM SEAL OPTIONS 1 sHEET S t�•- b I •, TA OP � drowlDQ rn0. SECTION A-A �� 1,.• .` QrG�G l SEE $MEET 2 FON LOCATION / A , A4 `` rh4K4t 01 OF REINFORCING TRUSSES 3/4 REINFORCEMENT DIST, ye x I" D STEEL 1118 .. N SELF DRILLING SCREWS .v - r6 X I.OR J/16"'RIVE%' STEEL RIVETS SELF ORLLING SCREWS Z MULTIGRIP W/DOME HEAD OR O AT 46'D.G. ]/16''RIVEX'STEEL RIVETS MULTOMP /DOME HUD F REINFORCEMENTAT 48' FROM r FCu � 1/1'DM11101119",LA011101119"1[WS �"� •' 1/4'UUu , G SINEWS AT I' [NO[ ley --AT 6'FROM ENDS O WDDQ AND 16'O.C.MAX, WOOD "1 AND ts'D.C. MAX. (((•„ -...--- W'STRIP ADAPTER AT ALUMINUM �.STEETRIP ADAPTERC 80 4 RUBBER W'SfRIPPING RUBBER W'STRIPPINC "' 0F .0'" rat' )00 3 4R 1]!40--• ..1.790 - tu> F RSVIBHY n n BOTTOM SEAL OPTIONA,— pl P1r1.0wR6TwP1e.4e. epi QETIQN 'A' \ f/ OPTION 'R' nn "M / 2 KePlr,leLAe Deta WOOD BUCK CONNECTION TO W000 SUBSTRATE (W000 SPECIFIC GRAVITY SO-0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2x6 WOOD BUCK ATTACHMENT TO WOOD STRUCTURES, IF TNESE METHODS AMC FOLLOWED NO ADDRIONAL CALCULATIONS/DESIGN SYP I i"S WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORA IE FOR DOOR RF.Pt ACFMFNT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE VERIFIED ANO APPROVED DY THF NUILOING OFFICIAL UPON INSPECIION. AHCHORS AN.-yNOR yPAGIN G III;" `- BY HILTISTifCLZ�'TQIF1�1 4 ,-al �21 J/I'CONFLEx BY ELCQQ; Fl J-t1/ 3 "OYNABOLT BY'ITW CONE-,_ -1" ^3-� L2'R 6/16"X 1-5/6- --"MUST SUMOM TNETIKUM STRILIM"t W OADSOTHEIIMPOSED -BOL.T SY'POWL CONE. _ j� LAO SCREWS BY DOOR SYSTDI .. 3. p, 6 AT 12'O.C. CONCRETE Pe.3000 PSI MIN. 6/16'DM. BOLTS C-00 SROUT FILLED BLOCK Fm 2000 PSI MN. i WOOD BUCK_CONNECTION TO MASONRY ' WITH WASHER Y NUT ! 4r AT 12'O.C.MAx. f% PRESSURE IREAIEU 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO MOE DIST. �i GROUTED REINFORCED MASONRY KLOCK WAIL OR CONC,COLUMN WITH g 1/4"ULTRACON AY'FICO' WITII SPACING OF 1!'O.C. INTO GROUT FLLEO BLOCK WALL,WITH;-1/4"MIN.ENDED BB^ ,J"as, INIO JUOU PSI CONCRETE,WITH 1-3/4 MIN. EMBED 1-I/4'X 2-I/2"X 14 OA 2-1/2 MIN. EDC: DISTANCE S-1�" 1-1/2' CANT, `c STEEL AHGLf TAPPER RY 'POWFRS'mm sPACRNG or - 11 CA GALV, STEEL 11'O.C. INTO GROUT PoIEO BLOCK WALL, WITH t 1 2"NMN. ENDED 12 .OALVLTEEL LONG !D EY S I2'O,C, INTO 311 PSI CONCRETE,WITH t-J/4"MI . EMBEO 1/N'X B-1 2-1/8' x 1' % 14 CA. .7'MIN. [DOE DISIANCE FNliT AT 12'O.G.IN LOUR OPNG. 1 Qµ•V.9TEEL TRNCK AT 10'OA.ABOVE DOOR OPNG. F EO 0 TRACK PLATES AT 1!"O.C.VAX. .� A/II'f.ONFICX BY'FICO' OR CONNECTED TO COM.ANGLE W 2 1/4-20X3 64 TRUSS ND. yy2//�! LOT BY ITW WITH SPACING Of �. W/(J)SPOT WIELDS AT EACH SIDE S 0 _D H,S,6,LOCK NUT (�IN E - EDGE PISIANPSI CE CONCRETE, WITH 2-I/2"MIN. EMBED GOm tlEe6 R- ' LC SLEEVE BY 'HILTI'WITH SPACING OF 10'O,C. INTO GROUT FILLED BLOCK WALL,PATH 1-1/4"MIN. EMBED, 4"MIN. MOE OST, 1B"O,C,-1/2'MIN.IN, .TFUG! UISTANCC CDD PTI CONCRETE,WITH 1/4't/4"MIN. IMBED AND ALTERNATE TRACK INSTALLATION F" 2 PRP RATION OE JAMAR BY 0TH RS � �'•� �, 1€1 FOR NEW CONSTOF RUCTION ENOINEER RECORD OR ARCHITECT TO VERIFY 0 AGEOUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED D092 BY DOOR SYSTEM. FOR OX1R RFPTACF.MFNT IN RETROFIT BUILDINGS WITH NO ENGINEER OF - b RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY - - 9ULUINC Of FICW.UPON INSfKCfIUN. rdd7wlin no.MAXIMUM EXTERIOR(+)IOAD PER JAMO - (16,16'X 62 PSE)/2 - 291 Lw per FI. , `�� 02 21 MAXIMUM 4,1714IGR(-) LOAD PER JAMS- (16,16' X 44 PIF)/2 - OS6.6 Lw per FM, `+SALr 5 1 * PLASTIC COMPLIES WITH 500 2� f�eeeel. U al DDDR PANEL CHAPTER 26 OF FBC - 24 DA. (.024)STM WN. SEE EVIDENCE PAGE O`-- - U � �{ 7/1e'DIA.WA6MGt 1.1M i yI� ( 0 x D/F'SNS 21 3/4' M z 1 1 s AMG` FROM ENDS MAX .17e --� - Gy g Q A tl1 ' 1 AND 7.O.C. MAX. N * EXTERIOR FRAM * INTERIOR FRAME 04 10 1/0' RIGID PVC ONE PIECE IN I RICH) PVC ONE CTION �I! (4)/e X J/4-SMS : d MAX. - —" -- PIECE INJE 1111 I .` 0 1-3/0'FROM ENDS ; T '% ; III AILD a-1/Y D.C.MAX. + n I1 .175 X .002 DEEP w (III ORoavF w 111i ill 1/4'mvcARWNAvt EEXAN R 1I I K'SMK 9MOVATAS PLASTKS' M €R s i IQ J 811111111111111 P-91 on � I i � � •� C � � J{ m ISI k .Oi 7ROOVE DEEP Ii1 1 (4)le X 3/4°sus INSIDE ELEVATION ftoQ R • 1-5/e'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS �'�1 YEv16R� 1 r•MXw•wE.w 11rteA Y Y I AND a-I/2'D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION w.R.ec�l. /0 X 3/4'In © AaN11Y[.M •3/0'"M M 175 X .062 DER e'W'N"'D•��1Zy� ..i AND 4-1/3.O.C.MAX. ORoON[ 4 `�.y i R /6 X 3/4'SMS - I - 0 3/6'FROM ENDS " AND 7.O.C.MAX. T- -�- `\\ lll� � l 7/le•ON.WASHER -� - - - - - - - - - - - - - OW $ I DOOR PANEL EXTERIOR �= b 24 DA (.024)STEEL MIN.' \� �OOOIt PANEL 16/16•YIN. - O.L.OPO. „__�, TATS OF drawing no. 24 OA, 024 STEEL MIN '� ( ) oIA:e4c Nrt �, , omW:.••' .� 02-21 71 Al Business Professional Re*** BCISS H'oomme Log In User Registration Hot Topics Submit Surcharge Slats 9 Facts Publications FBG Staff BQS Site Map Links Search r \ (, ProdUct Approval (L'14 ER:Public User Product Approval Menu>Product or Aoplicarion Search>AUDliration List>Application Detail .R FL# FL15371-R3 Application Type Revision Code Version 2017 Application Status Applied For Comments Archived Product Manufacturer DAB Doors Company,Inc. Address/Phone/Email 12195 NW 98 Avenue Hialeah Gardens,FL 33018 (305)822-7870 RBerger518@hotmail.com Authorized Signature )avad Ahmad alfarooq@afceng.com Technical Representative Allen Berger Address/Phone/Email 12195 NW 98 Avenue Hialeah Gardens,FL 33018 rberger5l8@hotmail.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/20/2016 Date Validated Summary of Products FL# Model,Number or Name Description 15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional Steel Sectional Garage Door 16'-2" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garane nn_n_r 16-2x16 Approved for use outside HVHZ:Yes (LMI)-NOA 17-1018.11.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+48/-52 07/21/2020 Other:See attached NOA#17-1018.11 and limitations of Installation Instructions use for installation instructions. FL15371 R3 II Limitations Of Useodf FL15371 R3 fI Steel Sectional Garage Door 16-2X16(LMI) -NOA 17-1018.11.odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.2 Hurricane Master Model 824/811 Large missile impact resistant 16' 2"x 16'steel sectional Steel Sectional Garage Door 16'-2" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-2X16 Approved for use outside HVHZ:Yes (LMI)-NOA 17-1018.12.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+36/-44 07/21/2020 Other:See attached NOA#17-1018.12 and limitations of Installation Instructions use for installation instructions. FL15371 R3 ❑ Limitations Of Use odf FL15371 R3 II Steel Sectional Garage Door 16-2X16(LMi) -NOA 17-1018.12.odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.3 Hurricane Master Model 824/811 Large missile impact resistant 16'-2'x 16'steel sectional Steel Sectional Garage Door 16'-2" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-2X16 Approved for use outside HVHZ:Yes (LMI)-NOA 17-0919.12.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+27/-30 08/14/2021 Other:See attached NOR#17-0919.12 and Limitations of Installation Instructions Use for installation instructions. FL15371 R3 fI Limitations Of Use odf FL15371 R3 II Steel Sectional Garage Door 16 X16( MI) -NOA 17-0919.12.odf Verified By: Miami-Dade BCCO-GER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.4 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"x 16'steel sectional Steel Sectional Garage Door 18'-2" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 18-2X16 Approved for use outside HVHZ:Yes (LMI)-NOA 17-0919.10.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-64 03/10/2018 Other:See attached NOA#17-0919.10 and limitations of Installation Instructions use for installation instructions. FL15371 R3 II Limitations Of Use odf FL15371 R3 II Steel Sectional Garaoe Door 18-2X16(LMI) -NOA 17-0919.10.odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.5 FH �c.a'ne Master Model 824/811 Large missile impact resistant 18'-2"x 16'steel sectional tional Garage Door 18'-2" garage door. Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CACSteal Sectional Garace Door 18-2X16 Approved for use outside HVHZ:Yes (LMI)-NOA 17-0919 11 odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+40/-44 03/29/2022 Other:See attached NOA#17-0919.11 and limitations of Installation Instructions use for installation instructions. FL15371 R3 11 Limitations Of Use odf FL15371 R3 II Steel Sectional Garaae Door 18-2X16(LMI) -NOA 17-0919.11.0f Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.6 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x 16'steel sectional Steel Sectional Garage Door 9'-4" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garaoe Door 9-4X I Approved for use outside HVHZ:Yes (LMI)-NOA 17-1018.13.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-60 08/09/2021 Other:See attached NOA#17-1018.13 and Limitations of Installation Instructions Use for installation instructions. FL15371 R3 II a Of Use.Ddf FL15371 R3 II Stee Sectional Garaoe Door 9-4X16(LM1L -NOA 17-1018.13.odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.7 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x 16'steel sectional Steel Sectional Garage Door 9'-4" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC 5[eel So- tior.al:,draQe.Door 9-4X16 Approved for use outside HVHZ:Yes (LMI)-NOA 17-0919.13.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+62/-70 10/04/2021 Other:See attached NOA#17-0919.13 and Limitations of Installation Instructions Use for installation instructions. FL15371 R3 II Limitations Of Use.Ddf FL15371 R3 II Steel Sectional Garaae Door 9-4X16(LMI) -NOA 17-0919.13.Ddf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair stone Road.Tallahassee FL 32399 Phone:850-467-1824 The State of Flonda is an AA/EEo employer.Coovnoht 2007-2013 State of Flonda.::Privacy Statement c Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: ®in El Credr.Card Safe