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HomeMy WebLinkAboutNotice of Acceptance fte MIAMI-D�iDE MIAMI-DARE COUNTY PRODUCT CONTROL SEC'I'XON 11805 SW 26 Street,Room 208 D&PARTMENT OF RECOLATORY AND ECONOMIC RESOURCES WU) Miami,Florida 33175?a174 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www minnlfi(1nde.gov/ecunomy DAB Door Company*,Inc. 12195 NW 98'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 REE Product Control Section to be used in Miami Dade County and other areas where allowed by thu Authority IInving Jurisdiction(AIIJ). This NOA shall not be valid after the expiration date stated•beloxv.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the ANJ (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 maturial within their jurisdiction. REP reserves the right to revoke this acceptance, if it is determined by Miami-Dado 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"Lone. DESCIZR'TION:Hurricane Master*Model 824/811 Steel Sections]Garage Door-16'-2"Wide with Window Lite Option(DP+36.%44.0 P3kF APPROVAL DOCUMINT:Drawing No.02-21,titled"24 LTA.Roll Formed Steel Sectional Garage ]door";dated 09/10/2002,with last revision dated 03/09/2015,sheets I through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. A&SSILE IWACT RATING:Large and Small Missile Imtpact Resistant LABVLItNG:A permanent label with the manufacturer's name,or logo,manufacturing address,ntod0series number,the positive and negative dosign pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the appiicable test standards,and the statement reading`Miami-Dade CountyProduct 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. '].'E MINATION of this NOA will occur atter 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 termloation and removal ofNOA, ADVIEHTISEMIJNT: 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 renews NOA,#14-0814.10 and consists of this page 1 and evidence pages E-1 and 13-2,as well as approval doeunnent mentioned above. The submitted documentation was reviewed by Carlos M.Vtrera,P.E. NOA No, 15.0304.01 MIAMI-DADECQIIptTY Expiration Date:July 21,2020 "A201 r Approval Date:April 23,2015 0Q.�lb 1� Page 1 A l l J rrn i nnL'7 i i a inr+n _nRm inn nnn ON 1 112 i n e I n.I DAB Door Company, nc, NOTICE OF ACCEPTANCE,: RWIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09110/2002,with last revision J dated 1110712014,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Abmad,P.E. B. TESTS "S"ubmitted under NOA#11-0414112" 1. Test Report on Uniform Stat[c Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage boor"prepared by Hurricane Engineering&Vesting Inc.,Report No.RETI-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.D.UTX-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.HE TI-11-T100,dated 01121/2011,signed and sealed by Candido F. Font,P.E. "Submitted under NDA#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.,Deport No.HETI 03-1328,dated 07115/2003,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.IIETI 03-1329,dated 07/15/2003,signed and sealed by Rafael E.Droz-Scda,P.E. b. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared by Hurricane Engineering&Testing Inc,Report No.Hui 7103-TO78,dated 10/3112003, signed and sealed by Rafael E.Di oz-Soda,P.E. "Submitted ujrder NOA#03-02I0.04" 7. Test report on Sa1t Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report i`Iq.258592,dated 08/1711998, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under N(jA#14-0814.10" 1. Anchor verification calculations prepared by Al-r-arooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Alunad,P.E. Carlos M.Utrcra,P.E. Product Coolrol Examiner NOA No.15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2015 E�1 n/� � i i i .r i nnnn �� rrn i nnL�i i c innn �C.o ion nnn L�■n i � i n r i n� i DAU Mor company,Inc, NOTICE OF ACCEPTANCE: FIVI DENCE SORWI-PE D C. CALCULA.'I'IONS (Cont.) ",Submitletl umler NOA#11-0414.12" 2. Anchor verification calculations prepared by Al-Parooq C'oiporittiotl,complying,with t!.13.0 2007,dated 04/07/2011,signed and scaler!by Javad ,A.limad,RI'. 3. .Anchor verification calculations prepared by Al-Yurooq C'orporafton,complying with KRC 2007,dated 12/J 9/2008,signed and sailed by I Tumayoun Farooq,P_[:. "S'ubmlllerl rurder NOA##9-0728.02 A. (,QUALITY ASSIMANCE 1. Miami-Dadu Mpartiiccia ol'ltcgulatory find Econonde Resources(RE R) E. MATERIAL CERT..WIWICA.'T'IONS 1. Notice of Acceptance No. 13-0717.01., issued to SAI IC Innovative Plastics,for their Taxan Slims Products,approved on 11/7.8/2013 and expiring on 07!1712018_ 2. Notice of Acceptance No- 14-0311.116, issued to Insulfoam,LLC;,for their Insulfoain Expanded 111olyslyrene lnsulalion,approved on 08114!'2014 and expiring on 11/29/2017. 3. Notico of Acceptance No. 11-0926.07,issued to rlyplast Products, T..J.C,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/7011 and expiring,on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC:,for(.heir T7yplast TSO••C I Polyisnoyanuratc Tntiulalinn,approved iii 11/10/2011 and expiring;on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to C'el.lofoam North America Inc,for their Eixpand4d Polystyrene Block Insulation,approved on 02/2412011 and expiring on 02/2'1/2016. FPSubmitted under 1VOA 114,5 032$.0211 6. 'fest Report on Accelerated Wcatlicring Using Ycium Arc light Apparatus'fest per ASTM G 15 5 of"1'VC:Extnision Material", prepared by Hurricane Engineering& Testing, Inc_,Report No. ITEM 04-A002,dated 0.9/27/2004,signed and sealed by Rafael E. 1]rex-Soda,P.E. 7. 'fest Reports on•Tensile'fest per ASTM D638 of"PVC Extrusion Material",prepared by Hunicatic;Engineering&Testing Inc.,Report No.HErI 04-T251,dt led 1 J./29/2004 signed and sealed by L Chia, P.T. R. Test Report on Self XZ;��ition'1'ernperituro'1'est,!tate ofl3ui7n"J�c s( incl Srnokc Density 'fest of"RIi.h1AiJ noir-fon►it PVC:exirusion material",propared by HTC Laboratories, Report.No.04.761.15019.0,dated 05106%2004,signed and scaler!by T.T._T7oldan,P.I:;. X STATEMENTS `,Wmllterl under NOA#.14-0814.1011 1. Slaturount hettor of code conformance to the 5"edition(2014)1-13C and no (iii,1116, l interost issued by Al-l-arooq Corporation,dated 05/J3/2014,Signed and sealed by Javad A.hn-ad, Carlos M Utrern,r_r_ Product Control J raminer NOA No. 15-0404.01 Expiration Date:July 21,2020 Approval bate:April 23,2015 n/n i i i i t nnnn rrn i nnL-j a i o innn nAm ion nun L�•n i +n r i n� I SLEEVE (OPTIONAL) r LOCK `-r -- 2f DOOR O 1 . `r ��-1' W X .15 THK. LATCH�,, - -_ -- - - _ T 5•r .-- - _ r s 1 STANDARD LACK SPRING LOADED SLIDE BOLT (BOTH SIDi'S}� _ -- FASTENED W/ (4) #14 X 1/2- S.M.S. r i, r� ---� 1� C3 Or , - 5/8" kill}. LOCK ENGAGEMENT -- __ r - CONFORMS TO SECTION 1008 REGARDING �t r __ 5'r 5� - - 5� _ V 'r -- GARAGE DOORS r- I n D a He , it { - - - - --- - - - --- - IRACKET BRACKET I' LIFE DOOR LOW HEADR40Fhs~~ U DOOR OPTION .' _-• - - - I ZS AT AT g_ — tti 7008 7-7/B" X 3-1/8" X .010- I• i q OF710lIAl VENTS I STEEL PLATE L OPTIONAL FLUSH FACE WITH 4 14 X 3 4" SOS (3) 5" WIDE AT 7 O.C. PAXEXCEED WOOD GRAIN DESIGN L -- A / 4PNG, AREA NOT TO EXCEED 320 SO. 3N. MIAX. D{)OR WIDTH _...,. - CENTER STILE DAB DOORS INC. tl i INSIDE ELEV T IO 01JISIOE RAISED PANEL EMBOSSED DOOR Hurricane Ma HANDLE END STILE Max. Size 16''-2-2'" _ With Window Lime C #14 X 3/4" SELF DRILLING SCREWS MAY BE USED o IN LIEU OF #14 X 5/$" SLIS DESIGN PRESSURE RATING i LOCK BAR GUIDES -'-'--- INSTALLED ON END STILE o V4T H (4) t 4 x 5/8' SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES .18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED " i ENGAGES IN 'CRACK REOUIREMENIS OF THE FLORIDA BUILDING CODE (FBC; s ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY ;HURRICANE ZONE (KVFIZ). CENTER STILES SCHEDULE 'A' 2, ANCHORS SHALL BE AS LISTED, SPACED AS r dUTSIDf KE1fED LOCK CENTER STELES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHAL OPTIONAL ODOR YADTHS I OF CMTER STILES DRESSING OR STUCCO. LOCK BAR LOCKING SHOWN �j �LE3 ';I III 8'-D"TO 9'-10° 2 _ 3. ALL BOLTS, NUTS ANO WASHERS SHALL BE ZINC f ALTERNATE TO M���� MMM 1o'-0" TO 11'-10" _ _ _2 4. ANCHORING OR LOADING CONDITIONS OTHER THS J SPRING LOADED SLIDE BOLT 12'-0' TO 13'-10" 3 I_SHOWN A80VE THESE DETAILS ARE NOT PART OF THIS APPROVAL. LOCKS SHOS'-D" TO 9'-10" 14'-0" TO 15'--10' 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANt j DOOR WIDTHS I 1S'-11" Td 16'-2"1 5 OR TESTED IN ACCORDANCE WITH THE. REOWREME1 ti BUILDING CODE, TAS-202, TAS-201 do TAS-203 Fal j - I� ' II-- r, 1 ASTM E1886Eng:J V 09. AD AHRAD CIVIL 1/2" PUNCHED HOLES_/ 11 L rp o D.C. rl Ir A TRUSS STIED TO V/ TWO ) STILE - !IWNG S. ti 3/16" POP RIVETS AT 4' 0 C (6) FOR 21" STILES (5) FOR 18" STILES rENO STILE 024" S7L. PANEL > I 3 1* A A J� INTERMEDIATE -_SEC110 TOP SECTION QED D R c; OPTIONAL STOP MOULDING By DOOR INSYALLER SOLID BRASS Q00 1 14 X 5/8" SMS. 3/4" X 2" X 2-1/2" X .049" STEEL BY 'SCHLAGE SECURITY 6 PER HINGE END STILE, CONNECT TO PANELS WffI4 INSTALLED IN 9/16" DIA. HOLE! FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE 1-3/4' X .058- FORMED STEEL SEE DETAIL ABOVE GWED TO PANEL MID SECURED TO ANCHORS AT TRACK BRAC END STILE WITH (4) 3/16 POP RIVETS 3./fio DIA, POWER-IQL1 BY 'EQ 1-7/8" EDGE X 2-5/8- X .049- SYEEL A) 2" MIN. EMBED INTO CONCRETE `CENTER STILE, GLUED AND RIVETED DISTANCE TO PA14EL W/ (4) 3/$6" RIVETS 3/16- 2" MIN. EDGE DISTANCE 14 X 5/8" S.M.S. POP RIVETS 1-3/16 31BO DUI, HLQ SLEEVE BY 'HILTI' 4/ HINGE S) 1-1/4' MIN. EMBED INTO CONCRI 2 1/4' MIN, EDGE DISTANCE INTC 4" MIN. EDGE DISTANCE INTO FILL CONCRETE f'c = 30ciiD Psi IAIN. C-90 GROUT FILLED BLOCK f'm ANCHOR TYPE A OR B Lo t i t i L(1) PER 13RAC,<ET SEE SHEET 3 FOR EIRACKET SPACING JAMA Mon Af Afff`�� FRI 8 X 3/4" HEX HEAD - amumv ru i-i/.e A P--11L A r'+ %AM. xivvLr_ -- CONNECTED TO FLAG & NUTS. FASTENED TO TRACK 1N/ 3/8-16 X 3/ WJTH (4) 1/4-20 SS. BOLT & NUTSK7­J_-//RDRIZ. TRACK LENGTH = OPERING HEIGHT PLUS 12" p3VD 70 SPRING SF BRACKET - (2) 1/4-20 X 5/ D ANDARD) TOP BRACSCET (OPTIONAL)- LOW HEADRODIA DOOR L 14 GA. GALV. STEEL TRACK :INFORCEMENT X .058" FORKED STEEL VERTICAL TRACK EL AND FASTENED TO r 2-1f8" X 1" X .060° S WRH 2" X 5-1/2" X .104' ' RIVETS MV. STEEL FASTENED W/ (4) 1 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR 4L REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS -3/4" X .058' FORMED STEEL HEIGHT 1ST 2N0 3RDI4TH 5TH BI B2 B3 B4 I 135 BE PANE. AND FASTENED TO � STILES wITH � � 6'-0" 1 18" 18" i8" 1 S" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56 3 " POP RIVETS 8'-6" 21 18" 16" 21" N/A 1 TO 2" 11-3/4° 23" 34" 45" 56 ] 7'-0" 21" 2t" 21" 21" N/A 1" TO 2'11-3/4" 23" 34" 45" 56 ETING RIB 3 7'-6" 18"I,18" 1S" 18" 18"11' TO 2" it-3/4' 23" 34" 45" 56 ► ;TEEL ROLLERS " " .. ^ " " ► S-0 2t 18 18 18 21 1 TO 2 t 1.-3/4 23 34' 45 56 ti 11A, X 4-1/4" STEN! Ki S2 `-SECTIONS ARE NUMBERED STARTING AT THE EICUOM z FOR DOORS MORE THAN 8 FT. HIGH, USE ADDIT10NAL TRACK BRACKETS AT 1 & INSULATIONS; z j 'LAST PRODUCTS LLC' z o 3 PANDEO POLYSTYRENE 0- 0 m 1.9 X 2.18 X 3.3" X .090 J = 1.05 PCF a 4 STEEL TRACT( BRACKETS X11-092&.07 nm 2-3/16' HIGH POLY-ISOCYANURATE CONNE4' BOLTSCYE)D TO T& NUTS.RACK H = 2.0 PCF ) / 1 X11-0926,06 IOFOAM_NORTH AMERICA' / = 1.03 PCF Lo €10-1129,04 / m / G 11LFOAM LLC' - - / 7 = 0.92 PCF m f / � X14-U311.O6 � / ALV. STEEL TINGES FASTENED 114 X 5/8" SMS to i 4" ROLL FORMED STEEL PANEL QUALITY C-40 -D STRENGTH = 39 KSI MER AND BAKED-ON R PAIMED TOP COAT TRACK CONFIGURATION TO BOTH SIDES OF STEEL S J 3 a VERT CAL Lid[ HIGH LIFT Ll STEEL BRACKET FASTENED AVAILABLE, TRACK OPTION BRA ---- # 14 X 5/8" SMS Engr, JAVAD ANMA4 QRDD1 J CL�IL J AT 48" ! S l! 1 RE114FORCEMENT 1/2" X 1-3/4" X .058" i" DA. LAG SCREWS2BY i 1/4" DIA. LAG SCREWS FORMED STCEL I � 0 6" FROM ENDS 2BY U � AT 6" FROM ENDS WO DO 9 D 15' D.C. MAX. I AND 15 O.C. MAX. I W'STRIP ADAPTER W'STPJP ADA] I ALUMINUM STEEL RUBBER YrSTRIPPING RUBBER W'S TF'040 ` B4_ j9 700 I 348 3 BOTTOM SEAL OPTION OPTION 'B' ti ON Td 1N©4D SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0,55 MIN.) HOVN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT j ESE METHODS ARE FOLUDWED NO ADOPTIONAL CALCULATIONS/DESIGN ] :N OF GARAGE DOOR ANCHORAGE. LICATIDNS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE - - — 'HE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING _ ANCHORS I STRUCTURE [EMBED 31W HLC SLEEVE BY HILTI C014C• Y18' CONFLEX BY 'ELCO' FILLED BLOCK DMBOLT BY 'ITW i CONIC. 1-i/2" ] STEEL STRUCTURE BY OTHERS3 8' POWER-BOLT BY POWERS CONC_ I 2" 5/16" X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 S SLEEVE-ALL BY 1S1A]PSONS' CONC.---I—I-1/2" D LAG SCREWS BY DOOM SYSTEM - A7 12" D.C. CONCRFfE f'c = 3004 PS! MIN. C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN a 5/16" DPA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. EDGE DIST, j HICH SHALL BE ANCHORED TO OR COLIC. COLUMN WITH l lD ylr � ITH 2-1/4' MIN. EMBED 3/4" MIN. EMBEDI t-1//4" X 2-1/2" X 14 GA _ 1-t/2" ~— Cog. STEEL ANGLE 12 GA. GALV. STEEL -� ITH 1-1/2' MIN. EMBED FLAT BRACKETS t3' LONG 2-1/8" X 1" 3/4" MIN, EMBED 1/i6" k 2-1/2' AT 12" D.C. 1N DOOR OPNG. GALV. STEEL T J FILLET' AT 18' O.C. A90VE DOUR OM. TO T 1Y AT 12" O,C, MAX. CONNECTED TO CONT. ANGLE 1N/ (2) 1/4—: W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. •1/2" MIN. EM13ED U CONTINUOUS AtJ,raI F TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK ` IF TO WOOD—DUCK TOL STEE TO coNCRE-rE AND FILLED BLOCK Do 'ITH 1-1/4" MIN, EMBED, 4" MIN. EDGE DIST, 1/4" MIN. EMBED AND ALTERNATE TRACK INSTALLATION ] Engr; JAVAD AHww PROD .1 FCML c.x ar A iCoo 1.765 I 1'725' kSHER itt l.l4a 3/4" Sms 21 3/4" I V FROM ENDS 176 k�- 7" O.C. M. WDW. WIDTH x I EXTERIOR FRAM * INTER Fs x 3/4° SMS y- s 0 1 MAX, RIGID PVC ONE PIECE INJECTION RIGID PVC 01 -3/0" FROM ENDS -J D.L.O. D.C. },IAX. 3 N - � I e 0,!,, �.062 DEEP IEIr Y 7 - pd =g,!,—P- 3 TOLYCARBONATE LEXAN BIC INNOVA71VE PLASTICS' ; 13-0717.01 _ 5 � � � is j' v 'i % �' •� X .062 DEEP _ DVE (4) #a X 3/4^ SMS INSIDE ELEVATION —0 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND 6-1/2" O.C. MAX. � WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION J ja X 3/4" SMS �g 3/8" FROM ENDS .175 X .062 DEEP AND 4-1/2" O.C. 48+X. GROOVE #8 X 3/4" SMS @ 3/13" FROM ENDS AND 7' O.C. MAX. - _ _ AHMAD pRaDm J . . ...... .. ��, - - - - - - - - - - - - - - - - ---- E�gr. JACMLr wwo