HomeMy WebLinkAboutProduct Approval Ra[�� IF�1V"LE
MIAMIaDADE MAY 0 9 2010
MIAMI-DADE COUNTY
PERNiITTING PRODUCT CONTROL SECTION
St. Lucie County, FL 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
ATl1TTd-1' !\Ta A d"I-11 T)T A AT/-LTi /AT^A\ -_.____. _�-�e�-�--_--'---_-____
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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 accented by Miami-Dade Countv RER-Product Control Section to he
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.
Aauu �.av r uYYiv.vu u aavu..aauvu u�avuq uuu uuu ava.aa uwaFj.avu w a.vauNa� »nn auv raau auu uuuuw� vvuv,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015,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 Acceotance 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
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 buck,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a Tencwal 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 itc anfirwty
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#14-0814.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No,15-0317,02
MIAMI.bADEC1]UM �, ,,�, Expiration bate: August 9,2016
Approval uaie:June i1,Au-3
4�# ?,Dls Page 1
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated
02/01/2001,with last revision I dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3 Cyclic Wind Pressure Loading per FBC,TAS 203- 4
Y gp 9
4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
6ectionai uarage lioor wlttr P-mea Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under NDA#09-012&04"
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Pont P-R.
"Submitted under NOA#01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001, signed and seated by
Hector M.Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
l�GJlJlall�:C. x GJL Ull'"SVUL1Ui1[il t�CA'1LLelllldl vurage voor ,preparea oy ri:umeane
Engineering &Testing,Inc.,Report No.HETI 01-969,dated 01/18/2001, signed and
sealed by Hector M.Medina,P.E.
S. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel
panels,prepared by Ceiotex Corporation,Test Report No. 258592, dated 08/17/1998, _
signed by W.A.Jackson,P.E.
A .
' I
oG�o2IZdis
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No,15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11.2015
E-1
I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. t_.ALUULAI LVAb -submitted under NUA#14-0814.04"
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.
"Submitted under NOA#09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0
2007,dated 12/1912008,signed and sealed by Humayoun Farooq,P.E.
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 PIastics,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
T Ile— .,7..7Ti.1...4... -T ..1..4:-- n4011AMAIA _- _
w-au vnNaa ua�j vu
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
L'A1JalluGLL.L Vl.'OLy4OLLG JJIUNA 1IIDUlaL1U11,a111J1VVR;U V11 V41LY/.4V11 iwu wxpmuir,VIL VG/LY1GV 10.
"Submitter)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
7T..-..:.. .,T?...`:........:..... D_T_..a:..,-T.... Th---.a.l.T- 7YTTT AA rr-1L-1 J_a_J ,9/nn/nn^A _ _J
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,P.E.
F. STATEMENTS "Submitted tinder NOA#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Yarooq Corporation,dated U5/13/ZU14,signed and sealed by Javad Ahmad,Y.E.
t16 OZ 2p1S
Carlos M. trera,P.E.
Product Control Examiner
NOA No. 15-0317.02
+'xpiratiou Date:August 9,2016
4111 U•O;Lnic..iullc
E-2
7-1/2'X 3'X,)71'GALV•STEEL TOP FIXTU IE 5-1/Y X 2-3/4"X 0.1" V
EED ROLLER HINGE ___ STEEL PLAE WITH ONE 5/16-18 MS W/NUT m
W/(6) 014 X 5/8"SMS FASTENED rO END STILE WITHp
WITHOUT DELP)N SLEEVE(STD.) '�O (6)014} 3/4'SELF DRILLING SCREWS OPTIONALO BE INSTALLED VIEWER I
WITH DELRON!LEEVE(OPTIONAL) CENTER STILE Z %
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FAS EKED W/(4)014 X 1/2"S.M.S. O
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��Wt FORMS TO SECTION 1008 REGARDING VNAGf DOORS -- 1 Irl-
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WOR HEIGHT CONSISTS OF i I —- _ .._ .. __- I Q fA
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SECTION 18' 3 SECTIONS 21• CA ILE h NICO-PRESS SLEEVE-I' OPTIONAL V Tai C9 vl
W/L N.5 TO 1 SAFETY FACTOR I I/ 1v O Z N
7' SECTIONS 21'- I (3)5•WIDI AT 7"O.C. MAX. OPTION WL FLUSH FACE
_ I I p + OPENING At EA NOT TO EXCEED WOOD 'RAIN DESIGN w O o
7-3' I I j 120 S0. IN -COLONIAL DESIGN fn m rn •"'•
7'-6" SECTIONS 18'- 6"x 3"%0.1' 1 I /1� / <N 5 J
SECTIONS IB"1 SECTION 21' STEEL PLATE MAX.DOOR WIDTH O _
0' ; SECTIONS 18'2 SECTIONS 21" WI H (2) 014 X 5/8'SMS / D'-4"
8•-3• SECTIONS 18"3 SECTIONS 215 /
6•-8' f SECTION 16" 4 SECTIONS
8'-9• [ SECTIONS 21"- E RACKET BRACKET INSIDE ELEVATION
w I SECTIONS t6'- STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOC R G
9•-3' ! SECRONs 16'1 sEcnDN zi DOOR OPTION
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9'-6 SECTIONS 18'2 SECTIONS 21' - c
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9'-,' SECTIONS IW 3 SECTIONS 21' 7-7/8'X 3-1/8'X.OK' o °�
lO' BECKONS 18'4 SECTIONS 21' STEEL PLATE DAD DOORS INC. o
10'-3' SECTION 18" S BECKONS 21' CEN ER STILE WITH(4)014 X 3/4'SO! Hurricane Master•®Mo[91 824811 W
_-10'-B' 1_SECTIONS 21•- OU"SIDE --'-- Mox. Size g'-4" X 16�-0" High o '
1 BECKONS 18'1 BECKON 21' 814 X 3/4"SELF DRILLING SCREWS ufAY BE USED m S
W VELE END STILE IN LIEU OF 14 X 5 8"SMS With Window Lite Optic\ ar g o z a
11, SECTIONS 18'2 SECTIONS 21' 0 /
ll'-3' ; SECTIONS 18'3 SECTIONS 21' _
li'-6• secnoils ifi 4 sEarlDNs zr- - I tESIGN PRESSURE RATING = F 50.0 PSF
SECTIONS 18'S sEcnoNs 21' THIS PRODUCT IS RATED FOR LA iGE MISSILE IMPACT
12' SECTIONS 18"6 SELRIONS 21" " LOOC B R culDes - - 110.0 PSF o
INSTALU D ON END STILE
BECKONS 21'- WITH (4 R14 X 5/8"SMS
GENERAL NOTES
12'-6" I SECTIONS 18"2 BECKONS 21' g 0
1 13' SECTIOt75 18'4 BECKONS 21• f ENGAGESSECTIONS 18'3 SECTIONS il� .18T X INL RACK 3CK BAR L• THIS 'RCIOUCi HAS BEEN DESIGNED AND TE TED TO COMPLY WITH THE
ON EACH SIO: C DOOR REOUI EMENTS OF THE FLORIDA BUNDING CODE(FEIC)FIFTH EDITION (2014)
13'-3' SECTIONS 18'5 SECTIONS 21' INCLUI ING HIGH VELOCITY HURRICANE ZONE(H7 42). o •_i
13'-6' SECTIONS 18"6 SECTIONS 21' 2 ANCF ORS SHALL BE AS LISTED, SPACfS AS SHOWN ON DETAILS. Engr JAVAD ANMAD o
PTIODl1C71IVL�0 0 33
sECAON IB' 7 SECTIONS 21' Q ITSIDE KEYED LOCK (OPTIONAL.) ANCF OR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL CML �41TT�1 ��{lwt6 i
IV i SECTIONS 21"- LOCK BAR LOCKING SHOWN ORES TING OR STUCCO. FL;PE 70.592 �d Cob o I
A.N. 38
14'-J• + SECTIONS 18'3 SECTIONS 21• Al'KS SE TO SPRING LOADED SLIDE BC 7 3. ALL E)LTB,NUTS AND WASHERS SHALL BE i NC PLATED CARBON STEEL Aoacyt*teeN r«o3tZo7 o a
L.4'-6' SECKOHB IB'4 SECTIONS 21' LC CKS SHOWN ABOVE
14"-S" _• SECTIONS 18'5 SECTIONS 21' a, AITCH)RING OR LOADING CONDITIONS OTHE 2 THAN THOSE SHOWN IN 8 Ye Afm- v`
THESE DETAILS ARE NOT PART OF THIS APPROI L. ---�
IS' SECTIONS 18"6 SECTIONS 21' ®1'
t5'-J' _: BECKONS 18'_7 BECKONS 21• i 5. A LOA DURATION INCREASE IS USED IN DESIGN F ANCHORS INTO W000 ONLY, Y A 015 Miou L- drawing no.
IS'-8' SECTIOX IB' 8 BECKONS 21" DWF TESTED IN ACCOROANCE WITH THE REOU IEMENTS OF FLORIDA P`' 01-09
I5-9• ! SECTIONS 21"l- BUIU NC CODE TAS-202,TAS-201 k TAS-2C 1 FOR HVHZ AND sheet Of
16' SECTIONS 1B"4 SECTIONS 21' ASTM E1886-05/ASTM E1888-09.
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(FL 1Y THREADED) POSITIONED AT EYE L[VEL. END SnI E I O ro
ON PER BRACKET
HCHORS AT TRACK HRACKEI; �i
OPTIONAL STOP MOULDING 8 FILA.POWER-BOLT BY `POWER' C3 LJ n
FOR CONNEC noN OF W000 BUCK BY DOOR INSTALLER A)• - W >
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1/2"X 1-3/4"X A 59"FORMED STEEL FLAPS AND 3/16"ALUM RNE IS -1/4"MIN.EMBED INTO CONCRETE 01 FILLED BLOCK 4 Eft rn p 1
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2-J/4'X 5-I/2'%;'X.104" 5/16'SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOOR: WITH TV10 WELDS AT 1-1.•2"APART T� m
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100D BUCK CONNECTION TO 1 100D SUBSTRATE (WOOD SPECIFI)GRAVITY SG-0.55 MIN.) I 0o4)M
IAE INSTALLATION METHODS SHOWN ABO IE SHOWS 2X6 SYP WOOD BUCK ATTACIMENT
1 O WOOD STRUCTURES.IF THESE METH()S ARE FOLLOWED NO ADDITIONAL CALC 1LATIONS/DESIGN C7 Q
1 ILL BE REQUIRED FOR DESIGN OF CAR LE DOOR ANCHORAGE.
13R DOOR REPLACEMENT APPLICATIONS 411H NO ENGINEER OF RECORD,INSTALL MON MAY BE ._,,_ ANCHOR SPACING
'ERIFlED AND APPROVED BY THE BIHLDI IG OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACII G EDGE DIST. (� _
3 8 HLC SLEEVE BY A _ CONC. 1-I 4 8" 1-5 B
00 W 1D
3 8'HlC SLEEVE BY HILLYI FILLED BLOCK 1-I 4' 8" 4" ZI C)C1 I
3 8"DYNABOLT BY'W4' CONC. 1-1 2 _ 8" - 2" O O 3 N
ST:EL STRUCTURE BY OTHERS 3L8-DYNABOLT BY THP FILLED BLOCK 1-1 2 8" __2-1 4
5/6'X 1-5/8' 3 6 POWER-BOLT BY LOWERS (X)NC. 2" 8 1-7 8' V O Z
LAG SCREWS Ml ST SUPPORT THE LOADS IMPOSED J 8 SLEEVE-ALL BY 511 IPSONS I GONG_ 1-1 2 8" 1-7 8 (WAI Obi n
AT 12"0.C, 8) DOOR SYSTEM
CONCRETE 1'c=30(0 PSI MIN. Q cV Q
5/16"D
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C-BO GROUT FILLED BLOCK Cm 2000 PSI MIN. _
WOOD BUCI CONNECTION TO MASONRY f AT 12 OCWASHE R�Nur ---�
y I DIST�
PRESSURE TRE/TED 2X6 SYP WOOD JAMBS WHICH SHA.L BE ANCHORED TO
GROUTED REINF)RCED MASONRY BLOCK WALL OR CONI.COLUMN WITH
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16"O.C.INTO 'ROUT FILLED BLOCK WALL,WITH 2-1/I-MIN. EMBED
16'D.C. INTO 1000 PSI CONCRETE,WITH 1-3/4"MIN EMBED _1-I/4'X 2-1/2"X 14 CA p v�
2-1/2"MIN.E LGE DISTANCE 1_1/2' 1-1/2' :ANT.STEEL ANGLE — 1-1/2' u a
1/4"TAPPER E f'POWERS'WITH SPACING OF
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16'O.C.INTO WOO PSI CONCRETE.WITH 1-3/4'MIT'' EMBED 1/16"%2-1/2 FIAT BRACKETS f3"LONG GALV.STEEL TRACK a e
3"
MIN.EDGE 45TANCE j FILLET WELDS AT 12"O.C.IN DOOR OPNG. FASTENED TO TRACK PL LTFS
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3/8'CO L 'BYrw' WITH SPACING OF Q CONNECTED TO CONT.ANGLE SLOTTED M.S. k LOCK IUT ^ o
24"O.C.INTO 5000 PSI CONCRETE.WRH 2-1/2"MIN EMBED w/(3)SPOT WELDS AT EACH SIDE o ^m-
IUV1S ANGLE TRACK O u ,��•
2°MIN.EDGE II5TANCE ANT_y1(S U$1LNGLE TSi9QK REVERSE TRACK S�IIIL
TO CC FILLED S
3/8"HLC SLEI VE 8Y'H0.T1'WITH SPACING OF �O `�� �� 4CRETE AND BLOCK ��LL � s-•+ '
8'O.C.INTO(TOUT FILLED BLOCK WALL, WITH 1-1/•'MIN.EMBED, 4'MIN.EDGE DIST.
18'O.C. INTO 5600 PS CONCRETE,WITH 1-1/4'MIP EMBED AND ALTERNATE 7RAC K INSTALLATION
2-1/2'MIN.E SGE DISTANCE
0
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PREPARATI(N OF JAMBS BY OTHERS CIVIL PROA)WTRB7Isw
FL. E 70592 0
FOR NEW CON:TRUCTION ENGINEER OF RECORD OR Al CHITECT TO VERIFY C..N.5538 o"-9!0�Code��PIa1YA I a
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BY DOOR SYSI:M. oe Tlol 3( .OZ v �. c
FOR DOOR REI LACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,GOOF INSTALLATION MAY BE REVIEWED AND,?PROVED BY y
BUILDING OFFICIAL UPON INSPECTION. - M B! drawing AO.
MAXIMUM EXTE ICOR(+)LOAD PER JAMB- (9.33' X 5,PSF)/2- 233.3 Lbs per Ft. M •015 l___01-09
MMIMUM INTO IOR(-)LOAD PER JAMB- (9.33'X 6( PSF)/2-279.9 Lbe per FL Sheel 4 Of S
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sl a r--r.250 <
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