HomeMy WebLinkAboutProduct Approval MIAMI-D:A E MIANII-AADUCOUNTY
b PR(11)tWT CONTIZOL SM 11ON
1I80S1h/'lfi Slruul,Room 209
1WPAXI'Mi>M,N'I'UIQ 1tA(yUATORY AND LCONUM1C U SOUR(`r'S(104t) Miami,Florida 33175-2474
HOARD AND CODE ADA11N1S11Wf1UN DIVISION T(796)315-2.590 F(786)315-2599
NO'xICIP, OF A.[;CEPT.ANCY, (.NOA) rvw,v.mianridniIc.luv/ecunuwy
DATD Door Company,Tile. �
12195 NW 981"Avenue -
HiateahGardens,FL 33018
I
Su)PL. F I L E 0 P
This NOA is being;ismed under the applicable.111105 and regulations governing tile,use of construction materials-Thr
dUel1111clhtatiOn submitted has been reviewed and accepted by Miami-Dade County RFR-Product Control Section to bo
used in Miami Dadc County and nflicl'arras wllee.allowed by the Authority T.T,;tvinr,1larisdict1o11(AI IJ),
This NOA shall not be valid alter the expiration dale staled below.The Miami-Dade County Product Control Section(In
Miami Dadc County)and/or the ATU(in nre.as o111Pr(hurl Miami Dade:C.olrn(y)reserve the right to bave.this product.or
ruatrrkil tested for quality assurance purposes- if this product or material fails to pertimn in the accepted manner, flee
nranulacturer will incur the expelar ol'such testing and the AT-TT cony immcdinfcly revoke,modify,or suspend the use of
srtch proehlcl:or rliaterinl willlin thoir jurisdiction. RLK ruscrves the:right to revoke this acc,eplance, if it 4;determined
by Miami-Dade Corulty Product Control Section []rat [bis product or material Imils [o meet [he requirements of the
applicable building rade.
This product: is approved as described heroin, allel has been designed to comply with the Florida Building Corte:,
including the High Volocity Hurricane Tone.
1=Tunienne:tVCmterModel 82,t/8.11 Steel se..ctiorial Garage..l.>ou►•np to 18'-2"Wide w/
Whido-w Lite Option (1)1'+40.0,,.44.0 1'til?)
APPROVAL DOCUMENT: Drawing No-05••03,titled`.Scrl.ional(iaral;c 1)oeu";sheets 1 l.hr()trp;ll 5 o0,
dated 0511612..005, with revision'.R elated 03/21/2016,prepared by Al-Farooq Corporation,signed and scaled
by Javad Ahmad,l'_L., bearing tho lvliallli-Dude Ccu:u+ty Procluel.Control renewal SIAMp will the Notice o.f.
Acceptiince numberand expiration dale by the,Miami-Dude County Product Control Section,
MISSILE, IMPACT RATWG:Targe and.small.Missile j.ml)nc1..l�rsititant
LA1JELTNC.: A pernlauew.label wilh file manufactrn•c:r's nsulle:or logo,manufacturing;address,model
number,the positive and negative design lWe:csurc rating, indicalu irnpacl.rated if applicable:,instillation
instruction drawing;reference number,approval n111nbe•(NOA),the tapl licahle turf slandards,and the
shilernc:nt reading`Miami-Dade County Product Control Approved' is to he localed ear the door's side Irack,
bottom ankle;,or inner surface of a panel.
R1+;N I+;WAL of this NOA shall be cousiderud titter a rcncwal application has been-filed till(]Qlere has been no challge
nl Ilic applicable building code negatively affecting the perfonnallre,of this pr'odlint.
Tk;.1ZAUBATION of this NOA will occur tiller the expiration chic or if there,ha,hcon a revision or change in file
mnu,dals,USC,and/or manulaCture of the product or process.Misuse of this'NOA ars an enclor:Semi-mt ofany preulnct,Ivor
sales,advertising or any other purposes.shall nulolllntiolly lefflihiate'.this NOA.Failure to comply with any section of
this NOA,hall be cause fpr lcittlinallOn alld removal ol'NOA.
AiwmarrisEMTNT: The NOA number preceded by the words Miami-Dade County, Florida,and Bellowed by the
expiration date may be displayed in advertising literature. 1fany portion of the NOA.is displayed,then it shall be done
in its entirety.
I NS111,X.110N:A.ropy Of this entire NOA shall be provided to the user by the,maaafactutor or its distributors and
shall bo available for inspection at the job site at the request of the 1.11111dinp Offkitd.
This NOA renews NOA#1 L5-0317.111 and copsi sts of this page I and ovidcncc drag cs 1~:1 Mrul h: 7.,as wc11 tis
approval document mentioned abovo-
'l'hc sllbrrriltcil daennlc,ntalion was reviewed by Carlos'M.llirern, --
i l NOA No,16-0330,01
MIllM4l7AUt c OUrtry
., F,xpiration nate:Mm-ch-29,2022
Approval'Unte.:June 23,2016
Page 1
0£/5 d « 5£920WZZ s.1004 GBRJeD ansa 25:96 60-LL-LLOZ
PA 1i Door Com pally,Tile.
N0110r, OF ACCEPTANCE- EVI D111 TCr SiJBMITTIh D
A. DRAWINGS
1. Drawing No.05-03,til led"Sectional Garage Door",sheet~ 1 IGroug;h 5 of 5,dated
05/10/.7.005,with rovisiolr H dated 03/21/2016, prepared by Al-Farooij Corporation,signed
and sealed by Javad Ahmad,P-F.
Ii. TESTS "Subruilled nu ler.NOA 1l 09-0128.011"
1. 'fest reports on 1)Uniforni Stal.ie Air Pressure Test Loading per BC:-fAS 202-9/1
2):I,;rrgrc Mitisi lc llttl)aet'I'est per k H(;,'I'Ati 201-.94
3)Cyclic Wind Pressure Loading;per VAC:,TAS 203-94
4)'V orced Entry Test per F13C:,TAS 202-94
along;with marked-up drawings ural inso llal.ion diaprmn of-'a DAB 824 24 GA Scct.ional
<iaragc Door with Pixcd Windows,prepared by TYlll"I"leiirld T I]�n7CCring&Test.ing;,Inc,Tetil.
Reports No.IIET1-08-2149AIII,dated 06/27/2t'108,signed and sealed by Causlido'P.Fong,
P.E.
2. Test report of'Tensile'fcst per ASTM T,8,Report No.HET108-'1'182,prepared by
Ilurcic i.me,Engineering & "l'cst.iug;, Tnc., dated 12/'23/2008, signed and seated by Candido F.
Font,PE.
"'Viihniilled under NOA#06-08-1 Z07"
3. Test reporl.of Uniform Slalie Ah-Pressure.and l'orce Entry ReSAStance Te-A,per FBC,TAS
7.02-94 on"Sectional ltct;idcnt.ial Ciarugo Doors" prepared by liurrioaue Vrig;iucenug&
'l esting;,Tne_,'Report'No. 11W 1105-14,15,dated 03/18/2005,rsigoed rind scaled by Rafael F.
Drat-Soda,P.B.
4. Test report of Targe Missile Impact.Tcsl,per 1.71(::,'I'AS 201 94 and Cyclic Wind Pressure,
Test per,per FFX,,TAS 203-94 on"Sectional Residwiti;il Garage Doors",prepared by
T-Turricanc E.ngincering&'Testing;,Inc.,I(cport No. 1.1 FIT(05-1446,elated 05/11/2005,signed
and scaled,by Rafael E.Droz-Sella,P,E,
".Submitted urulra•N'11.4#0.3-11210.04"
5. Test report on Salt Spray(Corrosion)'1't.-A per ASTM Ti 'I 17 of a painted G-40 steel pauels,
prepared by C.elotcx.Corporal ion,'fcsl.Report.No.2.58592,dated 08/17/1998,sigiv-xi by W.A.
,lac:Jcson,l',h..
Cl. CAI.CULATTONS "kib willed under NOA#111-0814.0:3"
1. Anchor verificnt,ion calci lations prupru•ed by Al-rarooq Corporation,dated 09122/201.4 incl
(.1'1%J.4%/OT4,sig_rre{1,md scaled hy.Tavad Ahmad, P.E.
"S'abinilied rruder NOA f/09-0128,06"'
2. Anchor verilicalJon c;►lculalions prepared by AW"arooq Corporation,complying with F.B.C.
2-007,doled 1.1/'21%2008,signed and scaled by Humayouu harooq,P.B.
1
Carlos M.Utrera,11.1?.
Product Control Ex-ruiner
NOA No.16-0330.01
Expiration Date:March 29,202'2
Approval Pate.,Inns 23,201,61
E-1
0£/9 d « 5£92MUL 6.1000 a6e,leg 011
DAB Door Comnany,Inc.
NOTICE OF ACCEPTANCE: EWInENCE SUBMUTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CER FIFICA T IONS
1. Notice of,Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their
Lexan Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on
07/17/2018.
2. Notice of Acceptance No. 14-031 LOS,issued to Insulfaam,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 O1/11/2017.
4. Notice of Acceptance No.11-0926-06,issued to Dyplast Products,LLC,for their
Dyplast ISO-CI Polyisocyanurate Insulation,approved on 1.1/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1.203.04,issued to Cellofoam North America:(nc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted und'erNOA.#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM 0155 of"PVC Extrusion Material",prepared by Hurricane,}engineering&
"Testing,hic.,Report No.HF TI 04-A.002,dated 09/27/2004,signed and scaled by
Rafael E.Droz-Soda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared
by Hurricane Engineering&Testing Inc.,Report No. HE`IT 04-`1'251,dated
11/29/2004 signed and sealed by I. Ghia,P.E.
8. Test Report on Self Ignition Temperature Test,Rate of Bum Test and Smoke Density
Test of"REHAU non-loam PVC extrusion material",prepared by ETC Laboratories,
Report No. 04-76115019.0,dated 05/06/2004,signed and Sealed by J.L,Doldan,P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 51"edition(2014)FBC and of no:financial
interest issued by At-Farooq Corporation,dated 03/21/2016,signed and scaled by
J'avad Alunad,P.L.
Carlos M.'Otrern,P.E.
Product Control Examiner
NOA No.16-0330.01
Expiration Mute,.Mm,ch 29,2022
Approval Dxto.Juno Z3,2016
IL-2
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DAR DOORS INC. tN"ItST 1,PROOOcc oe,vla PftlR-1
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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
October 9,2014
Mr.Allen Berger
DAB Doors,Inc.
12195 NW 98'h Avenue
Hialeah Gardens,FL 33018
Re: Series 824 16'-2'x 16'-0"Garage Door
Drawing#02-21
Wood Buck Anchorage
Dear Mr.Berger,
In addition to the wood buck anchors listed in drawing#02-21 for an 16'-2"Sectional Garage
Door the 2x wood buck can be anchored into a wood substratewith 1/4"Lag Screwsanchors with I-
1/2"Hair embedment and 3/4"min.edge distance as listed below:
NOA 9 Drawing# Design Load Wood Buck
(Pd)_ Anchor Spacing
12-0110.14 02-21 +36.0,-44.0 psf 15"o.c.
Please find attached supporting calculations for your reference. Please note that the above is
subject to Building Dept.approval. If you have any questions,please feel fteeto call us.
Very
vad 4-ad--"P-,E.
Chief —ineer
C.-JUSef5lVeeonkmAFCFiVGOItDocur4ent.ilVerankaDocometitsVa(DAY)DooiskDAH-Woad 0u4A*fte02-21.dqc
1235 SW 8711,Avenue I Miami,FL 33174 1 T:30S.264.8100 1, r--305.262,6978 I wwmakeng'.som alfaEogn2afteng.com
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JOB NO. BY DATe SHEET NO,
A L-F,AROOQ CORPOFMTIO M AI Cil- CHK. 4/4/2011
1 QUENT
DAB DOORS,INC. PROJECT sea SECTIONAL GARAOE DOOR-LMI
S .
MIN.
CD
DIA, LAC'SCREwSN 2BY t/.A'_DF
li� LAC SCREKS
1Yo0D HU I �� `-AT 6- FROM ENDS Woop >;Ck AND n O.C.O.COIA�MAX.
DS
AND l�' o_C. MAX. � �•� �"
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WOOD BACK CONNECTION TO WOOD SURA
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C.A.N.E53538 '
J_ A I j% GQ1�
A.P.I:,-,Y 70593
1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305)-2'64-460
0£/� � d « 9£91MUZ SJO00 a6eiRD a°$a �9:% 60-64-1602
AL-FAROOQ CORPORATION C-2
I' DAD DOORS, INC. L.G./
824 GARAGE DOOR WOOD BUCK ANCHOR CALL, 7113112
Drawing 02-2.1
CONNECT 2x WOOD BUCKS TO WOOD SUBSTRATE
SPAN =L I=T 16.167
DESIGN LOAD POSITIVE=Pdp PSF 36.0.
LOAD /FT (POSITIVE DIR)
R= L Pdp /2 LB/FT 291
PIVOT ABOUT POINT 13
ECCENTICITY W e IN 2.455
RESISTING ARM =d = IN 1.500
PULLOUT ON ANCHOR =T= R"e,/d LB 476
ANCHOR TYPE: 114" LAG SCREW THRU 2X WOOD 13UCK Wl 3/4" MIN EDGE DIST,
EMBEDMENT 1-112"
SUBSRATATE WOOD
ALLOWABLE TENSION =Ta (LB) (G-1) 624
i
SPACING REQ=Ta/T*12 15.7
USE SPACING (IN) - USE'15" O.C.OK BY INSPECTION// 1.5.0
OCT;1 a 2014
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11.2 Reference Withdrawal Design Values
11,2.1 Lag Screws 11.2.1..2 When!ag screws are loaded in withdrawal
from ett(l grain,reference withdrawal design values,W,
1.1.2.1.1 The reference withdrawal Oesign values,in shall be multiplied by the end grain factor,C,,,-0.75.
!blit. of pcaictralion, for a single lag sc vew inserted itt 1!2,.1.3 When lap,screws are Ioadc(I in witb(Iraw»l,
sido grain,will) the las sero•,axis perpendicular to the the tensile strength of Ute Ing, screw at the iwt (root)
wood fibers, shall be detemined boat Table, IIIA or seeb..on shall not be cs;(:eeded(sec 10.2.3).
Equation 1.1.2 1, within tl7C ranine of specific gravities
and screw diameters given in Table 11.2A. Reference
wit:hdrativaI design values,NV shall be multiplied by all
applicable adjustmont factors (see'Cable 10.3.1) to ob-
tain adjusted withdrawal design values,W'.
W=11300Cx""D '
Table 11.2A Lag Screwy Reference Withdrawal Design Valores (W)1
Tabut!-at e(I witIt(ia: val design vnlutes(W- )ora Io paunds p-er inch of tIi-re add penetration i)tto side grain of Uuiin aucmber.-
Len dh of thread penetration in main member shall not include the ten,th of the tsl crc(1 ti (see Appendix L).
Specific
Gravity, L>xYLSISCr12" 5!8"ew Unthreaded Shattl(Din ttteter,_U
G Ikl" 5116" 318" 7116" 1
1 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327
0:71 .3t*!• ;450 516. 579 640 1:57.• 869 . .974 107'1 1176. ; 1.2.7
0.61; 357 422 484 543 600 709 913 913 1009 1103 1193
. . 3.49 ...•. :3'. :; . •173 1 S$7:53 ' '694• 796: :993. •'90 :f.018 li.G7
4i :
0.5h 291 332 331 47.8 473 559 641 719 795 369 940
'0:55. x'260 30'7 352. ' 395; 437 516. 592, GG�1 7. 4 . : 03• .8G£3 '
0,51 `232 7.74 'i 14 353 390 461 528 593 656 716 775
Q:S.(I• 225' I r 305 3s17, . 37R ;4117 ' S,t3 57fi.• :: 636 : (i5?5 752
0.49 213 253 296 332 367 434 493 559 617 674 730
():47• '205 242 '278 312 345 •408 My7 52 '' ' -480 •.634 68`x'
0.46 1.99 235 269 302, 334 395 453 5t18 562 613 664
0.44. 186 220 252 283 312 369 423 475 :525 574 621
0.43. 179 1.1'L 243 273 302 357 409 459 5013 554 600
'0.12• 0:3 205 235 264 291344 395 443 '496 5;35 579
0.41 167 198 226 2.5.1 281 332 381 429 473 516 559
0.40 . 161 190 218 24.5 271 -120 367 412 455 497 5.i8
0,39 155 183 210 ?36 261 308 :353 397 438 479 513
0.33 1,49 176 202 227 251 296 140 381 47,2 461 498
0.37 143 169 194 218 241 285 320 367 405 X143 479
0.36 137 163 196 209 231 273 313 352 389 425 460
0.35 132 156 179 200 222 262 300 337 37:3 407 441
t 0.31 1101.30 149 167 185 2.18 250 281 311 3:39 367
J. J. <•;
t,'1-1hubled withd+awa)desim c lhnrS M fur lar;serer comnecliuns slt++ll be mAtiplicd by all applk--ibte ad umment Endura(",ee Tat+ta
AMMICAM WOOD COI INCH
0£196 d
cc S£9LMUL SJOOG a6g.leo 4Ita �iS�9l 60-44-LbOZ
rARMx111110011 n>�;.s�rGIv PRUSURES
TABLE 1600.3.1
WIND SP4PD CONVERSION.•h--
V„t l0U ]10 120 130 140 150 160 170 1R0 190 200
V„a 7(l RS 93 .1.01lU8 1[6 I2A. n2* Yi9 I47 155
FnrSI: Imlleperhour 0A4m1s_
LL 1.inenr interpoladon is ltc„nittcd_
h. v„r=nwr6not design wind ep!4 applicable toit7cdlt ';11p dfiultn Pie 010ns I thmugh5of5eedan 160-1
e. V,r,W uldnu5te de140 w4ld s1r.09 delelmintrl from Flgurca 1609A,16091B,or 16090,
TABLE 1609.7(1)
NOMINAL(ASD)t3AnACIE DOOR AND ROILING DOOR WIND LOADS FOR A SUI1 RING WITH A MAN HOOF HEIGHT OF 30 FEET
LOCATE13 IN EXPOSUAP B(PSF)'
OLTIMATI DEOGN WINO SPEED(V,J UkTERMIN(E�D IN ACCORDANCE WITH SECTION 1649.1(MPH-3 SECOND GUST)
Width H 00 160 MPH 110 MPH 120.MP_
SaO MPH I trlO upH trO MPtt 1 Go mPH f M 170 tdPH' iEO MPN tOtl MPH 20OMPH
((Il (tt) I
Root Anuto d-10 douroeo
D R H.7.-911 I(M-11!7 3'l,S-7a.z Ih:7-16.6 17,1-19=1 19.6-222 71.3-25.•2, 21,1-91.5 22,2-31.9 31.4-15-5 34.9.39.4
10 14 AA-9.4 10.2-17A 72.1-1J,6 14.7..,14,n 16.5••)H,y 189-412 21.5-24,2 90-271 7.73,•30.6 3a.4-34.1 33:1-31.8
14 14 8A-9.9 27-10.8 11.5 MR 135,15,0 15:f-VA 18.0-20.0 W-27S 23,1-25.7 75.928,8 28.9-32.1 32.0-15.6
Float An0(6>10 dogma
9 7 9,6-10.9 11.4-12.9 13.7-15.5 I6.1-18.1 18.`-7,0.9 21.3-24,1 24.9-275 27.6-31.2 30.6-•34.6 34.23a,r. 11.0-,43,0
16 7 9.2-103 10.9-12.2 13.1-14.6 U.5-17.'L 77:1-19.'/ VA-M7 x273-269 26A-79.4 79.j--57.6 32,7-364 36,4--40.6
78 MPJ l H5 MPH 93 MPI? lnl MPH w 308 MVH y1161mar7i 17a'Ml4-1 132 MPI) 139 MP11 L147 MI'll 155 MP11
l or Sl:1 foot n.104.0 mm,l miteper hour:,1.609 kra/A,l p9ba 47.68 MO.
Noinhlnt DrmiKo Wind SpCcd(Vaad)convcxbw frxnn Ultimate Design Wind Speed Per Swdon 1609.3.1
1_Foreffeetive arras or wind spcedti batwcm 1Ixr cxivot nlbove(lib 1011d nay be Interpolated,olhenrrlm nae tbclond PwKintal wi0i Ilio lowcrtMetive airs_
2.Table values shall be adjusled for height and expos mn by n7ultiplyIng by the adjusvoant cooflident in Tablr.)609 7(2)
3_Pim and minus shins signify p=ures scti0gtownrd and nwny fi0m die building surioccs_
4.Ncgsdveprrssutcsassumcdoorh2is2feetofwldllllnbufldhlg'sendzane.
5.'fablevaluesinclodethe0.6load reduction factar.
TABLE iti00.7(2)ADJUSTMENT FACTOR FOR MILUiNO 1167.2.4.1. Gat• ge door labeling. Curage doom, Shall be
HEMT AND EXPOSURE,(A) JaWril with a pim mment label provided by the gatnee
EXPgr'URL• door manufacw(cr. 'lite laW.1 shall identify the ars
MEAN ROOF HSir.HT(toot? Y garage
a ° a door manufacturer,the garage door mcdcl/scries Eumbcr,
15 1.00 121 1.47 Ihn positive and nogative design)31 www xatilng,indioate
1.65 1.29 ;$5 impact rifted if applicable, We installatiocl inminw.tion
25 1.(1(1 135 L6] draw3ng reference number, the Florida 1lrodu6t Approval
Of Mift,11 11(k, 1todtict Approval number if applicable,
30 1.00 1.40 1.66 and the applicable test s(AridArds,The required garage door
35 .1.05 1.45 I.70 components for an appinvod garage e door assembly may be
40 1.07 1.49 1.74 indicated uRing a checklist form on the label.if a cllecklisl
Colllutt is used on the label,the door installer or die garage
45 1.12 1.53 1.78 boor Inanufactumr 9ha11 nuak 1110 sclecicd components ou
50 1.16 1.56 1181 the checklist that are xequired to assemble an approved
55 1.19 1.59 1.84 garnEe dour system.The installation iu&truc6on5 shall be
-'
727. l.ti2 provided and,lvnUable on the jab site,
GU'-•--- 1.87 ,
MOMDA SUILDING CODE-BUILDING,6th EDMOM(2014)
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