HomeMy WebLinkAboutNOA # 05-0915.09 ( 8-17-07 )M I®DADS MIIAAMI-DADE COUNTY, FLORIDA
BUILDING CODE COMPLIANCE OFFICE (BCCO) C40 S'P FLAG EMG
SUITE 103
PRODUCT CONTROL DIVISIONFP ' M I, "'1(305) A 33130_1563
;J. •• (305�75-2901 375-2908
NOTICE OF ACCEPTANCE (NOA)
DAB Door Company Inc.
12195 NW 98`4 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 by Miami -Dade County Product Control Division and accepted by the Board of
Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -
Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building
coderThis.product is approved as described herein, and has been designed to comply with the Florida Building Code including
the High Velocity Hurricane Zone,
DESCRIPTION: Sectional Garage Door 9% 4" Wide.
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Residential Garage Door", dated 02/01/01 with last
revision on 02/28/06, sheets 1 through 3 of 3, prepared by Al-Farooq Corporation, signed and sealed by H. Farooq, 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 Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall beara. permanent label with the manufacturer's name or logo, city, state and following statement:
"Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein.
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. - -
-LIMITATION: This approval requires the manufacturer ' to do testing of all coils used to fabricate door panels under this;
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and,tensile tested according to ASTM E-8 by . .:
• Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times -.a year; the manufac.'turer
shall mail to this office: a copy of the tested reports with confirmation that the ..specimen were selected from coils` at•,the, '
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
39000 psi or more shall be used to make door panels for Dade County underAthis Notice of Acceptance
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 renews NOA # 01-0516.03 and consists of this page, evidence page::as well as the approval document mentioned
above.
The submitted documentation was reviewed by Candi Font PE.
NOA-No'05-0915.09 k
Expiration Date: ;August 09;.2011
`. Approval:Date Aprila_ 3, 2006
page 1
fkrrumi I i Ant;mi i mo i o, ru%.
THE REVIEW OF THESE DOCUMENTS IS STRICTLY
FOR CONFORMANCE WITH THE DESIGN INTENT
OF THE PROJECT AND FOR COMPLIANCE WITH
THE CONTRACT DOCUMENTS. THE CONTRACTOR
IS SOLELY RESPONSIBLE FOR CONFIRMING AND
CORRELATING DIMENSIONS, FABRICATION AND
IONSTRUCTION MEANS AND METHODS, AND THE
SEQUENCING OF SAID FABRICATION AND CON-
STRUCTION WITH ANY AND ALL OTHER APPLI-
CABLE TRADES INVOLVED. THE GENERAL REVIEW
OF THESE DOCUMENTS BY THE ARCHITECT DOES
NOT RELIEVE THE GENERAL CONTRACTOR FROM
HIS RESPONSIBILITY FOR CONSTRUCTION AC-
CORDING TO PERMIT DOCUMENTS AND ALL AP,
P EQUIR
APPROVED; NO EXCEPT AKEN
A H COMMENTS AS NOTED
REVISE AS NOTED; RESUBMIT
REJECTE ENTS AS NOTE I
BY.
.: � : , P ATE
DAB Door Company Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1. Drawing prepared by Al-Farooq Corporation, titled "Sectional Residential Garage
Door", Drawing No. 01-09, dated 02101101, with last revision on 02128106, sheets 1
through 3 of 3, signed and sealed by H. Farooq, PE.
B. TESTS
I. 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 01129101, signed and
sealed by H. M. Medina, PE.
2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry
Resistant Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., report No. HETI 01-969, dated 01118101, signed and
sealed by H. M. Medina, PE.
C. CALCULATIONS
1. Calculations dated 04110101; pages 1 through 8 of 8, prepared by Al-Farooq
Corporation, signed and sealed by H. Farooq, PE.
2. Calculations dated 08109195, page 1 through 5 of 5, prepared Al-Farooq
Corporation, signed and sealed by H. Farooq, PE.
D. MATERIAL CERTIFICATIONS
1. Test report of Tensile Test per ASTM E 8, report No. HETI 01-T019, prepared by
Hurricane Engineering & Testing, Inc., dated 03101101, signed and sealed by H.M.
Medina, PE.
E. STATEMENTS.
1. Code Compliance letter issued by-AlzFai-ooq Corporation on 08122105 preps e b
Al-Farooq Corporation signed and sealed by H. Farooq PE
2. Tensile test and Affidavit prepared by DAB Door Company Inc on /10/0 `signed
by R. Berger and notarized by T. Bolanos. s,
F. QUALITY ASSURANCE, y
1. Building Code Compliance Office.
D 4 6: 3 o,G
CandidW F. F nt, PE.
Senior Product Control Division
NOA No 05-0915.09
Expiration Date: August 09, 2011
Approval Date: April 13, 2006
E-1
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT -
.071' X 7-1/2' GALV. STEEL �
CENTER STILE'
END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
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CENTER STILE
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O W/ (4) J14 X 1/2- SMS
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LOCK'
r 2/ DOOR
i/ 1-15/16"W X .15 THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) J14 X 1/2" S.M.S. .
5/8" MIN. LOCK CONFORMS TO
CHAPTER 10 SECTION 1008.1.8.3 OF FBC
REGARDING GARAGE DOORS
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IRA%IMUM OPENINp G1
WOOD GRAIN DESIGN
I1 120 SO. IN. N in •� "
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CENTER STILE ' 0 8 8 3
DAB DOOR MODEL 824
,OUTSIDE HANDLE MAX. SIZE 9'-4" WIDE X 16'-0" HIGH a
DESIGN PRESSURE RATING = + 50.0 PSF'
- 60.0 PSF
LOCK BAR�G DES-c'` _ ..
INSTALLED N END
^o o Q , THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT $ 18T % .6W LOC BAR
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ON�EACH GES (SIDE OFK DOOR . GENERAL NOT..��_ I J[J• ES
OXIDE KEpKLO K T� PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2DO4 EDITION INCLUDING Engr. DR. HUMAYOUN FARGOO -
LOCK BAR LOCKING SHOWN HIGH VELOCITY HURRICANE ZONE STRUCTURES o n
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. GIN. 35=i'-QDu^F 1;:-:V{.rA;L1 \
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ..^a..'��:+e:): v§; c1 ••
SROSSING OR STUCCO. ' BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. OKING OR LOADING CONDITIONS OTHER THAN THOSE SHOWNINdrawing no.
E DETAILS ARE NOf.PARr OF THIS APPRovAL 11101-09
X INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOODA'IAR0 8 20 6 ,. aatcctL17C1t¢.'
ORS ONLY.
.024' SR. PANEL /
OUTSIDE OF DOD
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE' '
INSTALLED IN 9/16' DV- HOLES IN CENTER STILE '
POSITIONED AT .EYE LEVEL /
OPTIONAL STOP MOULDING / P14 X 5/8' SMS
BY DOOR INSTALLER 6 PER HINGE /
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH 1/2' X 1-3/4' X .059' FORMED STEEL
ONE P 5/i6' X 1LAGSCREW+ GLUED TO PANEL AND SECURED TO
ONE PER BRACKET END STILE WITH 3/16' POP RIVETS O 12' O.C. '
SOUTHERN PINE
0.55 S.G. _ 1-7/8' X 2-5/8' X .045' STEEL
. •a , CSTILE. GLUED AND RIVETED
•d 1ENTER
TO PANEL W/ (4) 3/16RIVETS
r 4/4HINGE 8' S.M.S. '
/
3/4' MAX.
1.9' X 2.19' X 3.3' X .10 2' '
STEEL TRACK BRACKETS -
SEE SHEET 3 FOR SPACING'
+
POP RIVETS -A
7-1/2' X .050' ALv: +5JEE1 7-1/2' % .071-
7ER - END ROLLER HINGE J
2-1/6" % 070' GALV. STEEL TRACK /
FASTENED TO TRACK M-11 7/16' PUSHNUT
W/ 1/4-20 X 5/8' TRUSS HD. 71, INSTALLED ON ROLLER SHAFT l
OTTTD M Ac LOCK NUT +
ERIOR SIDE +
24
3/11
FLAPS DENT OVER 1
1/2' PUNCHED
0 4
' 2' X 2-1/2' X 18 GA. STEEL '
1LE. CONNECT TO PANELS WITH
AND 3/16' ALUM RIVETS
TAIL ABOVE
4' MIN. /
EDGE DIST. MI HLC SLEEVE ANCHORS 1-1
1-1/4'" MIN. EMBED INTO '
GROUT ED CONCRETE BLOCKS i
.�•? ' FlLL1 PER BRACKET
I
3/4' MAX. J
'-1/4-20 SS BOLT do NUT
1.82' DIA, X .50'.ROLLERS
W/ .44 DUL X 4-1/4' STELA
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DR. HUMAYOUR FARODO
STRUCTURES
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FLA. PE # 16557
CAN. 3638
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drawing no.
MAR ®S 2006
-09
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IPOP RIVETS /
SLI08DE9' GALK SfEEI AO,lU5TA9LE +
17
FASTENED TO BRACKET +
,ET X 3/4' HIX HEAD .
M. SCREWS &NUTS
HORIZONTAL REINFORCEMENT J
r
/2"X1-3/4• X .059" FORMED STEEL
LUED TO PANEL AND FASTENED TOERTICAL STILES WITH2) 3/16• POP' RIVETS-7/B' X 5-1/2' X 3' X .1'ALV. STEEL . +
W TOP ROLLER BRACKET (OOUBLE�
;0 a FASTENED W/ (6) P 14 X.5/B S.M.S. '
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4' X .059' FORMED STEEL +
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH ,
' (2) 3/16" POP RIVETS
l5/16' MEETING RIB .
'
`7/I6' DIA X 3-3/4' ROLLER SHAFTLA
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OPTIONAL INSU ATIONS '
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EPS-EXPANDED POLYSTYRENE '
DENSITY - 1.07 PCF
N.OA 6 01-110E.09 '
- -
OR
ISO-25 POLY-ISOCYANURATE '
DENSITY = 2.0 PCF
N.OA g 01-1108.0E '
14 CA GALV. SItLL J
ROLLER HINGES FASTENED '
W/ (4) / 14 X 5/8" SMS '
MIN.,.024' ROLL FORMED STEEL PANEL '
DRAWING QUALITY G-40 ,
MIN. YIELD STRENGTH - 39 KSI '
WITH PRIMER AND BAKED -ON
\
POLYSIER PAINTED TOP COAT'
APPUED TO BOTH SIDES OF STEEL ,
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12 GA -GALV. STEEL J
BOTTOM BRACKET FASTENED +
W/ (4) /14 X 5/8' SMS J
O BOTTOM SEAL '
.058 ALUM PLATE J
WITH 1/8" X 1" S.M.S. O 48' O.C. '
SECTION A -A J AND RUBBER WEATHERSTRIPPING ,
WOOD OR '
5/16' % 1-5/8' LAG SCREWS INTOSLEEVE
HORIZ. TRACK SUPPORT, '
5 EMS16' SLEEVE ANCHORS ' CAST ,ALUM • / CENTER SUPPORT-REOD. ON DOORS WITH
1-1/4' EMBED INTO MASONRY CABLE DRUM EXCEEDING B FT. IN HEIG
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II
3 PER BRACKET' QQ II
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2X 4-1/4' X .i" STEEL P
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TO 1LATES'
WELDED TO 1-1/2' X 1-1/2' X .089' ANGLE ' --
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FASTENED TO TRACK _ _ HORIZ TRACK LENGTH = OPENING HEIGHT PLUS 12' /
WITH (4)'1/4-20 SS. BOLT & NUTS/
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DOOR •SECTION HEIGHTS BRACKET PLACEMENTS
HEIGHT
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15f 2ND 3RD 4TH STH B1 82 B3 134 B5' 86 B7 BB
e
6'-O' 18' 18' 18' N/A + 1' 11-3/4' 23' 34' 45' 56' 67'
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6'-621 ' � 21' 18' 18' 21' N/A , 1' 71-3/4' 23' 34• 45• 56' 67' =
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7'-O' 21' 21' 21' 21 N/A + 1" 11-3/4" 23' 34' 45' S6" 67' 78-1/4' O g Q < 1
7'-6' 18' 18' 18' 18" 18' 1" 11-3 23" 34'/ 4" O n
. � 45' S6' 67" 78-1/4' m m N
B'-0' 21" 1818'¢;
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM '
Ts. W In n
FOR DOORS MORE THAWS FT. HIGH. USE ADDITIONAL TOP BRACKETS AT TO" O.C. +
a E5
14 GA. GALV. STEEL TRACK J
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2' % 3-1/2' % 12 GA TRACK BRACKETS +
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nm STEEL STRUCTURE BY 0714ERS -
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MUSE SUPPORT THE LOADS IMPOSED
BY DOOR STEM HILTI HLC SLEEVE ANCHOR SPACING
_ �SYSTEM ANCHOR STRUCTURE EMBED SPACING
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+
CONC. BLOCK 1-1 4 12-1 2" '
Of O 3
CONC. 1-1 4' 5•
CDNC. - MIN. 3000 PSI +
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F m
M.S. & LOCK NUT•O 12' O.C. J MIN. EDGE
W Q N Q
m • :TYPI�L
a; 4
c'---
N / - I_t//4' X.2-1/2' X 14 GA
m 1-1/2" CONT. STEEL ANGLE
' m
102" GA G%y. STEEL FIAT
BRACKET f 3 LONG O t12' O.C.
} CONNECTED TO CONT. ANGLE
g m
W/ (3) SPOT WELDS AT EACH SIDE .
T1eaCK CONFlGLTRAnON +
w a
' +.
min
14 CA GALV. STEEL TRACK
WOOD FRAME RUILDIN S + ALTERNATE TRACK INSTA I AnoN + FASTENED TO TRACK PLATES
n STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID + 1/4-20%5/8•
NUT
.:. BY NOT LESS THAN (3) 2XG PRESSURE TREATED GRADE 2 J M.S. LOCK NUT
�mao
® OR BETTER WOOD SPUDS.
STUD WAILS TO BE CONT. FROM FOOTING TO TIE BEAN. +
m o H
S
WOOD RUCK GONNEGTION TO Al COIdRY �
m omom
c
TRACK SHILL BE SECURED WITH TRACK BRACKETS TO PRESSURE '
O
TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH ' E gr. DR HUMAYOUN FARCOQ
-
1/4" TAPCONS BY 'ELCO' STRUCTURES
1-3/4' MM. EMBED AND SPACING OF ' �C-ITN, FLE 353EO.C.INTOBLOCK
o
jWrl
WALL+ O.C. INTO 3000 P. CONCRETE +
`
BLOCK WALL CELLS SHALL BE GROUT FRIED AND REINFORCED *.Y:;•;.::.; t-'..
FOUR / 5 BARB
EMENDING INTO FOOTING AND INTO TIE BEANS
_ 9N25 SHALL BE CONTINUOUS FROM TIE BEAMS ToFOOTING. 71AR 88 Z=�s ..�5 ..
R�1pARATION OF JAMBS RY OTHER flYdem I=— ftWm1_099rA,
drawing no.
01 —09
/ ®iI E=