HomeMy WebLinkAboutProduct Approval RECEIVED
JANp9 ;�'3
MIAM !�y€i0ynYi tt�tl
PermiOlull-DADS COUNTY
PRODUCT CONTROL SECTION
11845 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
NOTICE OF ACCEPTANCE (NOA) _ wNymmiamidade.eav/economy
DAB Door Company,Inc.
12195 NW 981"Avenue
Hialeah Gardens,FL 33018IE
!'
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 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.
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 up to 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets I through 5 of 5,
dated 05/16/2005,with revision H dated 03/21/2016,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.
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 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.
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 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#I5-0317.01 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. 16-0330.01
M -RADEA Expiration Date:March 29,2022
Approval Date:June 23,2016
3 4 Page 1
s
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door", sheets I through 5 of 5,dated
05/16/2005,with revision H dated 03/21/2016,prepared by AI-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted tinder NOA #09-0128.06"
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 203-94
4)Forced Entry Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door with Fixed 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.
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 Candida F.
Font,PE.
"Submitted under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E.Droz-Seda,P.E.
"Submitted tinder NOA#03-0210.04"
5. 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 tinder NOA #14-0814.03"
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 #09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date:March 29,2022
Approval Date:June 23,2016
E- 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
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. 14-0311.08, issued to Insulfoam, 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 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. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted 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-Sella,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.
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
1. Statement letter of code conformance to the 50'edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation, dated 03/21/2016,signed and sealed by
Javad Ahmad, P.E.
---- 10.4 r t 16
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date:March 29,2022
Approval Date: June 23,2016
E-2
X 2-1/4'X 18 GA. TOP FOLTIRL 5-1/L"X 2--3/4'X 0.1" ��p�R VIEWER DAH DOORS INC. EA07-1/2-
GALV.STEEL CENTER HINGE '" \♦PUSH HITT STEA PLATE TWTII ONE S/16-10 MS W/NUT Hurricane S "ll°Model 824/Rt 1+W/(4)+14 X 5/6"SM5 JO FASTENED TO FNO SIII.E WRH TO BE NSTAltEO AT-
MNT110UT DELRON SLEEVE(STD.) U (6)/14 X 3/4•SELF DRILLING SCREW$ ANY CENTER STRE TAa%. She 18�-2"X I6' Hih 7-1/2-x 3-x'07 ROLLER IW GE i O I CENTER STILES VAth Window Lite Option
W/(6)/14 x s/e'SMS go SEE CH.A' n
h
WITHOUT DELRON SLEEVE(STD. ( yS31
WITH DEIRON SLEEVE(OPT"44L; A IR ?N
7-1/2'X 2-1/4'X 071•
• GALV.STEEL HIM __ I S g•-
VAIN DEMN SLEEVE SONM. ♦ _ --- ...-._. I - O
) ,
` N WIa
2/DOOR
(OPA
CENTER RWIG LO-AIDEwD) .15 TNK.uTCFi �.,`♦ . -_._.— _ - --- - ._�_ -- - - _----- ------_- i^SLIDE BMT(BOTH SIDES)ANOAO
TNED J4 X 1/2`� W4x
B
S.M.S.
__. I.
5/6'MIN.LOCK ENCACEWNr
CONFORMS M SECTION 1006 REGARDING GARAGE
-
-- --- — - -- -
il
158 DIA,GALV.AIRCRAFT TYPE
CABLE&NICO-PRESS SLEEVE-
W !LIN. 5 TO 1 SAFETY FACTOR
•
STEEL PLATE
WITH(6)/14%5/0-SMS \ • • _ __ _~ - W M
BRACKET BRACKET -
STD. LIFT DOOR LOW HEADROOM -
-_
� W
DOOR OPTION
1OTAL/OF
KNA
�� OPTIOL VENT
HE" CONSISTS OF
4CH DOOR 7-7/6•x 3-1/0"x .OTO" (3`r s'w10E nr r o.C.MAIL LOPTIONAL FLUSH FACE I N✓<
-0 1 SFLTIONS f 2 __ 1 STEEL PLATE OPCNkIG MCA NOT TO EXCEED COLONML DESIGN WOOp CwVN DESIGN L_A
-9 f SECTION 16 3 1 5 WITH(4)/14 X 3/4°SDS 120 9q. IN. MAX.DOOR WIDTH yVj
OI
rSECTIONS 2T- .__
--------to;_�. ---._. _ _.. ----------_--------
T-0 6 SECIKINS la -
r 9 •SEOTIDNs 1 1 SE.QII911 21 CENTER STILE INSIDE ELEVATION `r=
Ir 3 SEC1101e 1 2 SECTIONS 21
•-3' z SECTIONS 1r 3 SECTIONS 2/• a OUTSIDE
W-3* STILE RAISED PANEL EMBOSSED DOOR
a' 1 to 4 SMIKINs zt --- DESIGN PRESSURE RATING = + 40.0 PSF -
B-9' SECigtq /14 X 3/4"SELF DRL.ING SCREWS wY BE USE. - 44.0 PSF
_3 a SOCTOW IW/ 21 NI LIEU OF/14 x VW SMS
" LOCK LED GUIDES 3
a'-e 4 LCCTINR t 2 SECTIII6i 21 INSTALLED ON END STILE TH5 Pft000CT IS RAZED FOR LARGE MISSILE IMPACT I. THIS PRODUCT LEAS BEEN DESICTYO AND TESTED TO COMPLY NTTI THE
Jtr 3 SEMW46 21• 7WITH (4)114 X 5/8'SMS -- REUWtEMENTS OF THE 2014(STH EDITION)FIRM BULDNG CODE IhCUIDa1C
1 -,2 6ECTIMIS 1r 4 MTKIN8 21• " Q "'UM"VELOCITY HURRICANE ZONE(FRAC). o
1' • 1 SECl10N it 8 /• AST X.6W LOCK NAR 2, ANC14ORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.
I-W-e'a SEC110NS 21'----- -ENCACES NJ TRACK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
W-9, 6 SECTIONS 18'1 SECTION 21 ON EACH SIM OF DOOR CENTER STKFS SCMLME'A• _ ORESSIA'G OR STUCCO.
f1' S SF.CilOHS 78'2 SEC 21' - CEKM!STLW CommuRum 3. ALL BATS,NUTS AND WASHERS SfIM1.BE ZINC PLATED CARBON STEEL.
tt-Y 4 OUTSIDE KEYED LOCIS -
SE,CDO1�s,r J ECT i1' - DOOR waTHs or Com SRS
r.y._„— 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
11' -3 SECtroNY 1r 4 SEC(ION3 21' 8 Q�.Q�(A. - 8-O TTI C-i ,t THESE DETAILS ARE NOT PART OF MS APPROVAL_
1/'^8' SECTKTTq 1a_S—SECT,_ Tib 21 LUCK BAR LOCKWG SHONN
12' 1 SECTOFA t a SWtmmY I' ALTERNATE TO lr.o'To 11-to' ]�_- o
-_.. S, A LOAD DURATION INCREASE IS USED N OFSW"N OF AW310R5 IMO WLYID(N6Y, i
7 SECTIONS 21'- SPRING LOADED SLIDE�f 13'-0-_0' _ _
1 -6'6 SECTIONS 1 - -- 21' ----- LOCKS SHOWN ABOVE TO e-10' 14• •TD 15- 1 I DOOM TESTED N ACCOTBIANOE NTH
DOWILDING TLE RE0(IYEIIEMS OF'FLORIDA a_dd a
___
SECTIONS 1r .I.I$21 OR WIDTHS 1 _ll-TO a-2' 6 _ ARIL E1N6 ASTM E70 TAS-201-09.1
09 7 k TAS-2Q3 FOR{6M112 AND
13' 1 3EC11oN5 1 21 �- _
13•.T 3 SECTIONS Ir 5 3q.Tg16 21' a q{,��1y� �p1f�jI �Rp�,..�y1 I� t IT I F
U-0 2 SECAOXS t ilSLCIDNS 21' •-'s R-._L7 p TA�JJ I����J1� _ 'L @,l m C ♦ Z� dY / ..
� f�." "a ""'fffFFF PRODUCT RENEWED ;
6 7 SECTION tr 7 eOctTaNS 21'
1K SECTIOlIS 27'- IO'-0'TO 11'-10' 14'-O"TO 15'-10` astdoim t841f1 LM nor1do
�.—._- -_ Coli
14-3 d SECTIONS 1 3 SECTIONS 11' - DOOR WDTHS -- OR"�"----� NOA-Na. 16-0330.01 Tm.700EC; •')v ' y �'
I4 i S sCclfONs Ne 4 SECTIONS 7t ,1 �T
4-9 1 SECTIOKS 1 S SCCTIORLS 3f'
f SEMNs/ e SF FOIE 11' 10 - ExPtr.t 3rAW2022 -
B _
8-3'r 2 SECTIONa 1 7 9001106 21• - Y OF drawing no.
r
a= sEcrari s etcflaNs 21 eDf. aotCCMT9E 05-03
--- ,.
5'-Br9 SLT•110N8 21 - IZ•-0'TO 1J•-10' 15•-11'ro 16._2' �i
yr 6 KCTI NS 17 4 aOCTom 21 1 T -._-' -._ .__...—._ -
UOOR w10TN5 DOOR—�11DT11S.—_ ahoet I of
_V_._ .
_. 24 CA. STEEL PANEL--
0
1/2'X 1-3/4'X 16 CA y Iw
FORMED TUBE O TOPFLAPS RENT OVER PANEL Q q 9 u
OF EACH PANEL I �o
16 CA X 2-110 X 3/4'X 2"
GALV.STEEL U.BAR RE66DM.JNG TRUSS L fi(GGY71 WW
TRUSS FASTENED TO VEIiTM INTERMEDIATE STILES _ 1 I a O G
W/TWO r 14 X 6//S.M.S.AND TO ENO S71LE /2'PUNCHED 4'D 5 I
W/FOUR If 14 K 31e SELF DRILLING SCR I�7NIl
0',
}.. 0 �i;
\ 3/16`POP RIVETS I =LL
- 18 CA X 2-1/4'%3/4•%2' 16 CA X 2-1/4'X 3/4•X 2" AT 4"O.C. I S m J
GALV.STEEL U.BAR REINFORCING TRUSS _ __A_ _ TRUSS
STEEL NEDu.sVERTICAL J TRIME (5)FOR 21'STILES Q z
9 O BOTTOM OF PANEL TRUSS FASTENED TO W/T Fn 74 X TO'S-M.SL INE TO END
SIx.F.S (5)FOR 18"STILES ul
YERTICN..TEAMEdATE SOLES WJ TWO W/TWO/ 14 X 3/8'S.M.S.AND TO ENO STN.E w a
/14 X s/6'SJAB.AND TO END SIRE _ W/FOUR 3 14 X 3/4'SELF DRILLING SCR. ramv.
2-1/4'X 3/4'X 2'
W/FOlxt i1♦X 3/4•SELF DRILLING S. EL U.BAR REINFORGNC TRUSS 1
I/2•X 1-3/4'X 16 GA - _ _ TRUSS FASTENED TO VERTICAL INTERMEDIATE SMFS 1
OPEN TUBE O DOTIONIW/TWO/14 X S/6••SM.S.AND TO ENO STILE P
OF EACH PANEL W/fOlxt/14 x 3/4"SELF DRILLING SCH.
o . O W
M
F3i0
STILE I z 1-711
-- ...__A .-_. 024"SIL,PANEL V)m I
T SECTION 80TTOMI INT EDIATE SECTIONS TOP SECTION
—FRM __ OUTSIDE OF Q Q 3
REINFORCING TRUSS REINFORCING TRUSS REMFTMCINO TRUSS S': S Z=,.
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL y`!
N �
OPTIONAL STOP MOULDING_.
EK DOOR INSTALLER-I .#14 X 5/6•SMS
STEEL TRACK BRACKET FASTENED 6 PER IIINGE
TO WOW JAMB WITH / J/4•X E,X 2-1/2'X PANE STEEL L-M==a
5/1 e'X 1-5/8'LAO SCREW 1/2'X 1-3/4'X.058•FORMED STEEL FLAETA SIRE,(4)31II TO UM RN TBTN
(FULLY TFiREA0E0)) _CLUED TO PANEL ANO SECURED TO (4)3/1G SEE AND(4)3/16•ALUM NVETe
HEX WASHER HEAD NPE/. END 570.E WRH 3/16"POP RIVETS O 12.O.C. POP 1 �DETAIL ABOVE SOLID BRASS DOOR VIEWER
SOUTHERN PINE AND PUNCHED FLAPS BY'SCHLAGE SECURITY HARDWARE'
0.35 S.C. _ • ;,•, 33,7/4 CE /'X 2-1/2'X.049" EDGE INSTALLED IN 9/16-DIA. HOLES IN CENTER STILE 0
4 j' 1rtERSME. OWN" POSITIONED AT EYE LEVEL c€
FOR OLKWITFS SEE SHEET 1
• .� GL
UED AND RIVETED TO PANEL : SS
WL 14 X S/6'S.M.I. (2)3/16•.
-- -- 4/HINGE`- POP RNETS� •' •. • : °Y $
(� 1
S{6'POWER-�l.T BY•POWERS' v�'
2 MIN.EMBED INTO CONC. O 8`}a 8
2'MIN.EME DIST. a
A
ONE PER BRACKET Y 0.r o s
1<Z/Y�%13'x.090 SEE SHEET J FOR BIULHET SPACING
xnn 10ACK BRACKETS
!FF ZNW 3 FOR SPACING - _ ----- -
TaIS
&BOTTOM PRODUCT RENEWED
as ccmPiylnp slth tho FkmidW ••._\ ^ $ ,i
STEEL TRACK 7-1/2'x 3•x.071'
7-1/2"Ra�R'HX�O7i" t4-20 55 BOLT p pOq moo, 16-0330.01
14 GA.x 2-1/8'X 1•(STANDARL) GAI.V. STEEL CENTER lxplrotio0 M031291202?- - ' -" -_..,
12 CA X J-6/16'x 1-1/2• OPTIONA� 7/18•PVSHNUT HINGE 1.82•DIA.%.5O'STEEL ROLLERS(STD.) t drelr�n no.l
fASIEKD 70 TRICK PLANES MSTALIEO ON BOILER sNAFr 1.82'OW x.50'NYLON ROLLERS(OPT]O gV_ ilk ., O JI
W/1/+—xo x s/6 muse Ho. ►NTERVOR SIDE 2.75"DIA,x.so'STEEL ROLLERS(OPROIW)- R1Lam Pr d e . Mop,''�j 05-03
0 M.S.tr LOCK NUT 2.75'DIA.X 30'NYLON ROLLERS(OPTIONAL) TroAN11.FF' e -3
SECTION B-B WITH 5"STEM 11 1 of
POp RIVETS 2 X 2 X,/e"HOAR.ANGLE y.
S/1B"% ,-9/H"LAG SCREWS INTO W000 OR HtN62.TRACK SUPPORT, SPOT WELDED TO HORIZ.ATRACK
NGLE V
Z• / 2-Y/4,�XT-1Jz"X]"X.104` - -EMB D INTO
ANC1i0RS _ --CENTER SUPPORT REOD.ON DOORS 1ViT11 TNO YIELDS AT 1-1/2"APART IIB
TOP AMLER HRACNEI ON EMM SIDE WfM 1-I/4"EMBED INTO M FFZY E7(PEL09iG B FT.IN HEIGFr< FIRST AT 3"O.C. �Y I
FASTENED W(6)f 14 X 5/6`S.M.S. _ 3 PER BRACKET 1; I A .... , REST AT 9`O.C.
CONNECTED 70 FUG BRACKET ANGLE Z g p o
-- - — _ W/3/8-16 X 3/4"DOLT&NUE &
2-1/2'X 4-1/4"X 13 Gk STEEL PLATES '-.—�• - -" AND YO SPRING SlK GUIDE WRH
A90 7NN.GALV.STEEL ADJUSTABLE WELDED TO t-1/2"X 1-1/2'X i4 CA.AT4GLE -- A -) (2) 1/4-20 X 5/8"DOLT&NOT p
ATOE FASTENED TO BRACKET - FASTENED TO TRACK
W/5 16-f0%3/4'HEX 11EAD WITH 4) 1/4-2D SS.BOLT t NUTS
M.Std&NIffS. ( -- HCRIZ.TRACK LENGTH=OPENING HEIGHT PLUS f 2" 0 Q ti
iz
9N
(SIAN��, TOP BAACK£i
(OPnONA1I _ VERT1EAL TRACK fl oC
LOVE HEAOR M DOOR - - '-14 FyY,CAM S11EL (RACK 2-1/8"X 1'X.060" of
3 d
HORIZONTAL RENFORUMENT - SECTION A-A ()CL P� g
1-3/4'X.D58'FORMED SFLE1. " / 04 � ~
QED TO PANEL AND FASTENED TO 2`X 5-1/2"X.104"
�3/6 POP RSMES IVETSTEEL
S FASTENED WJ(4)1ERXBET FOR —_ DOOR • ACTION HEIGHTS BRACKET PLACEMENTS J14-
(L_
LOW 14FANDOM DOOR OPTION HEIGHT HORQONTAL RONFORGEME7Yt 1ST 2ND 3RD 4TH 5TH B1 82 B7 84 BS B6 67 B81/Y%1-3/4`X.058'FORMED STEEL 8'-D 18" IB' IB'18'N A 1'TO 2'11-�4 23" 34T 45' 56' 67" - _ OI f
OLUFD 10 PANEL AND FASTENED TO 8'-6' 21't8` 18'2t` fA 1"l0 2'11-3 4' 2S' 34" 15' S6" 6T - (--__--VERT
SIT WEEN --
(2)3/16"POP R7JEi5 T-0' 21'21" 21"2t"N/A 1'70 2'11-3/4 23' 34' 45' S6" 6T -
-5/16"MEETING EUS 16'15 16"18" 1B"YTD 2'11-3 4 23' 34" 45" 36_ B7" 76-1 4
6'-0' 21"16" 18'18' 21"t'W 2`11-3/4" 23" 34" 45" 56" BT 7B-i/4
1.02"OW X 50'ROLLERS --SECTIONS ARE NUMBERED STARIMO AT THE BOTTOM
O �WJ.44 DIA.X 4-1/4'STEM 5g42' FOR DOORS MORE THAN B FT.HIGH,USE ADOTIONA1.TR6LK BRACKE75 AT 16'D.C. o
V r` `3 WWTI
OPDONAL NSUUTIONS: yy >
�IDMIACT PROy.Tt LIC- W _ <G-
EP5-EXPANDED POLTSTYWJtE
DENSITY r 1.05 PCF 1.9"X 2.19'K 3.3'X.090`
N.O.A.ftt-092&07 STEEL TRACK SR&CKETS Z E Z m
OR 2-3/10`fUCFI Q p p 1
E
!SD-25 POLY-ISOCYANURAT CONNECTED TO TRACK WITH !!
DENSITY-2.0 PCF ) 114r DOLTS A:LENTS. C3 O 2
---NOROA f11--0926.06 ffi F ^
BY'CFLlDiOAM HOR'TH ALffRICA' N �n)
N.O.A.Y r 1.03 PCF m N
N.O.A.fi5-1203.04
OR
aY'Nsl4_rTIAM LC' -
DENSBY r 0,92 PCF - ----- L.� -_
NAA f14-0311-08 (p{
14 GA(;ALV.STEL 1'
W/(s)001X44 x FASTENED
5/ar SMS
_ s r
MIN. ROLL FORMED STEEL.PANEL
DHAWNG DUALM G-40 IX
MN.YIELD S1RF316TF1-34 NSI
PWITH PRIMER AND BAK -ON
OLYSTER PA9YTED TOP COAT
Will
APPLIED TO BOTH SPIES OF STEL
Y— VERTICAL. UFT HI"H t LFT STANDARD LIFT LOW HEADROOM 2
OOLW TRACK 6 s 8
1119%ONY SIM AVAILABLE TRACK OPTIONS o
SOY=811110V FASTENED � 8
W/(4)H4 X s/H"SMS 1� 1
1
PRODUCT RENEWED
as.—PlylnS with the Florida a
�' BOTNM-1 OPTIONS Bandlag CCoodda
pf SNEST 4 Noa-No.
16-0330.01
-- explralion a 03/29/2022 '>f
D / OF droWing no.
5
Y 05-03
�-�C:TION A-A MUunl- redact ntrol ��1 �'
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES ry4j •toll Y ehaeL o}
34" REINFORCEMENT
\ IN. - - FORMED 1-3/4"%.058"
\\ \ DIST DIB x Y' SIEFI. 'a
SELF DRILLING SCREWS -- -
z 1-II2"IIe'L - m OR JAT
FAP DRILLING SCREWS Z 'q
3 3 3116"'RNEIF'STEEL RNETS R O' y a
0 1 OKT. 1 c MMTKRiW W/DOME NFAD /18''PYE%'STEEL RIVETS
p ^. AT 48"O.C. ULTIGRIP W/DOME HIM F 1i1
49"O.0ail
REAIF0RC44ENT 1/2"X 1-3/4'x.068"PoRMED STEEL (20 t/{"DIA TAO SCREN9 /4'D4 LA0 SCREW9
AT 6'FROM ENDS 2wow -AT 6-FROM FNJS
N0� I AND 12"O.C.MAX. I H \\ AND 12'O.C.MAIL. _� - �� O O p p
-�-- - W'STRIP ALIMTER
I.-... ALUMINUM _ - RP ADAPTER
STEEL Q� ¢$
(4?ILG
RUBBER W"STRIPPING RUBBER Y!STRIPPING A
1 J �
.050 -F T- ((('''010 =
-- rIe. I .534 TGo ���� J4e Q 6 a
�-r I- r --
1.750 ,.790--I
p BOTTOM SEAT OPTIONS
,OPTION 'A' _'/ OPTION 'B' -
W000 BUCK GONNECTnON TO WQQO SUBSTRATE(WOOD SPECIFIC GRAVITY SG=OS5 MIN.) o
THE INSTALLATION METHODS SHOWN ABOVE SNOWS 2X6 SYP WOOD RUCK ATTACHMENT
TO WOOD STRUCTURES 6 THESE METHODS ARE FOLLOWED NO ADMUMAL CALCULATIONS/DESIGN <�I
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS IATH NO ENGINEER OF RECORD.INSTALLATION MAY BE
VERIFIFO %RD APPROVED TRY THE BIMDING OFFICIAL UPON INSPECTION. SPACM
"--�-
Now
_SERI EBBED SPACING WO m
HLC 51E 8Y IRILTI` 1-1 4 ,R
5/16'x 1-5/8" 3. C1N7_iLE9L'ELL0' - �__. _3-3{. O Q 3 n
LAG SCREWS
STEEL STRUCTURE BY OTHERS 3 0YNA80�T.STY RW _ -L- 2- __Q_.- 2-3 4" OOO Z
a POWER-BOLT ITT`POWERS CONE. _ R
AT 12"O.C. —NIST SU1'P0RT THE L0A05 IMPOSED --- -� • -- N
8Y o00R SYSTEM 3 L�SLI:E�E-All Bl'S1 (X1NC.-__. 1_,1
CONCRETE Fc a 3000 PSI MIN, O 2
5/16'DLA,BOLTS C-90 GROUT FILLED BLOCK fm-2000 PSI MRI.
'��� ••• WITH WASHER A NUT ..-.._.�-........
WOOD 911CK�f,Q{IjNECTI0N ro MAsoiJRY �• - AT 12"OC.MA%. p
DGE DIST
PRESSURE TREATED 2X6 SYP WDOD 44MBS WHICH SHALL BE ANCHORED TO -E -� g
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH s ,
1/4'ULTRACON BY'ELOO'WITH SPACING OF
10"O.C.IMO GROUT FILLED BLOCK WALL,WITH 2-1/4-IAN. EMBED
10'O.C.INTO 7000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED F.
J'MIN.EDGE DISTANCE _.____1-I/4 x L AFAG x It � 7F 1K
i-1/T' �1-1/2'� COIN. STEEL ANGLE --_.. I 1-tI2 8 $
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 OA.GALV.STEEL _ H- u g a
S.
O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN.EMBED - ---
10'O.C.
INTO 3000 PSI CONCRETE,WITH 1-3/4"AIN.EIABFD i/16"%2-1/2 AT 12'0C 111 DOOR OPNC, 2-1/8"%1"% 14 VA.
3"MIN.f00E DISTANCE FILLET WELDS GAO.S)EFl TRACK I
AT 12'O.C.MA%. AT 18`QC.ABOVE DOOR OPNC. FAS HQD J'0 TRACK PLATES
3/e�coNFLEx Bl''FICO'OR CONNECTED TO CONT.MX.1-E -W/ IG4-20X819'1R115S H0. .. r
JIB"LOT BY'RVH WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE O S.Y Lb[K MUT
2T"O.C.IMO 3OW PSN CONCI9TE WITH 2-1/2`MIN.EMBED o•d '
3'ERN,EDGE DISTANCE CGp�)9H�AuGI F TRACK REVERSLK f,Q�yIQUS ANr,S E TRACK S-g
3/e"HLC SLEEVE BY'HLIT WITH SPACING OF TD WFXIO RUCK Tn[7 I j2,CDACRETF AND FILED I,QsKC
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN.ENDED,4"MIN,EDGE DIST.
12'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2"WN.EDGE DISTANCE AL7 {ATE TRACK (NSTALLATIQN 1 N
PREPARATJQN OF OTHERS PRODUCT RENEWED -
FOR NEW CONSTRUCM ENOMLER OF RECORD OR ARCHITECT TO VERIFY as comp)yy"'■with the Pl"wo '
ADBOLIACY OF
IS
N
PPORTING STRUCTURE TO SUPPORT LOADS IMPOSED OD.A N.Coda g•
OA No. 16-0330.01 _ 76BY DOOR SYS
sn 'y r
FOR DOORREP"CEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER Of lXptralfon 03129/2022
RECORD.DOOR INSTALLATION MAY BE REWEWEO AND APPROVED BY -
DIMDIlO OFMAL UPON INSPECTION. draWlOq Ro.
BV OF
MA%iMUM IXTERICR(4)LOAD PER JANE (19.16'X40 PSE)/2=3NXL2 lAe CIN Pl. MlAml Pro t Aro! •.,,qWO�.•'• 05-0,i I i
MAXIMUM INTERIOR(-)LOAD PER IAMB= (18.16'X 44 PSF)/2.-398.5 Lbs pr R eMe4 4nfTg—.1 {
�M
i
*PLASTIC COMPLIES WITH VT.1
OOOFI PANEL CHAPTER 26 OF FSC - q
-24 CA.(.024)STEEL MIN. SEE EVIDENCE PAGE '^
6S
7/16"IMA.WASHER L144 8
x 3/4'SMS 21 3/4" _. B00 GGG777 g pig
O
13/6--o J/e"FROM Fu'
TIOS 476 -- -• 6
A 1 , AND 7^O.C. MAX. 'WDW.MAU1M a Q G
1 iii I * EKTMOR FRAMEAMERM
1 tB 1/6' RIGID PVC ONE PIECE INJECTION ..;PYC ONE PIECE Kku" }yn5 gp
X 3/4'SMS o 3iMAX,
1 111. "^ -•1-3/B'FROM ENDS _I
1 ♦ ♦ AID 6-1/2^O.C.MAX. p ;d
1111 175 X.052 DEEP -
Ijl GROOVE
1111 - - 0o
Till 1/4-POLYCARROMATE IEXAM
1111 BY'SAXC INNOVATW PLASTICS, '• .j --_ 5
II I NOA/76-oD16.OB - ko < +
1111 .. e - Z z
a7'. .
-
tiil
i:i 176 It.062 OFEP i ,. .. 4 � �• ��k .
i 1 g001iE
iE
. � N
i.
(4)/B X 3/4'sus _- INSIDE ELEVATION I
•1-3/6'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
i I
AN a-1/2'D.C. MAX. /� WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION g
1 l i l 1 I •3/8.F Om 8" ((`�1 175 X.067 DEEP M
O J AND 4-1/2.O.C.MAX. GROOVE
/6 X 3/4•SMS 7 ♦I PRODUCT RENEWED i 1
—O 3/6"FROM ENDS ----- ---
---
AND 7'O.C.MAX, F- _ - ae complyI.q with the Fl-lda
Solldlnp Cod. �♦' ft'RI� FI I i
/L6^DIA WASHER - --- ----- --- - -- nog-n.. 16-0330.01 �G' •.,..
. - -- - -- --- 03720!2022 7¢ 3
ltcpirellon 0
�4 yIt,
By
21 GA. (.024)S1EELPAUM J EXTERIOR Product Control
DOOR PANEL 16/111 OIII DL OPT:. OF dfowing n0.
-24 fl (.021)51EE1-WN. _-
LIA1100W wlon+
----- - 05-03
111 1, (cheek of $
i