HomeMy WebLinkAboutProduct ApprovalMIAMI•I3ALAL7E
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MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE AD1141N ISTRATION DIVISION T (786) 315-2590 F (786) 315-2399
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ovieconomv
AB Dcior Company, Inc.
12195 NW 98"' Avenue
Hialeah Gardens, FL 33018
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 Miarni-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 perfomi 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,
inrlad �n the h Velocity Hurricane Zone.
r it
ESCRIPTION: Hurricane MasterO Model 8241811 Steel Sectional Garage Door 16 -2 Wide with",
Window Lite Option P 136.0, -44.{1 PSFy
PROVAL DOCUMENT: Drawing No. 42-21, titled "24 GA. bolt Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision K dated. 03/09/2015, sheets t through 5 of 5, prepared by Al-
Farodq 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 RATWG: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, nrodel/series
dumber, 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 Central Approved' is to be located on the door's side track,
bottom angle, or inner surface of 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.
TERiV KATION of this NDA 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 MOA shall be cause for termination and removal of NOA.
ADVERT,ISEMLNT: 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 dome
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 joky site at the request of the Building Official.
This NOA renews NOA # 14-0814.10 and consists of this page l and evidence pages E- l and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0304.01
rnArr t•DAnE coutv-rir
Expiration Date: July 21, 2020
R1
lS Approval hate: April 23, 2015
4¢110/ , Page 1
DAD Door Comnanv. Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/1012002, with last revision 1 dated 11/07/2014, sheets i through 5 of 5, prepared by Al-
Farooq Corporation, signed and seated by Javad Alunad, P.E.
B. TEST'S "Submitted under NOA # 1.1-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of"DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering &: Testing Inc., Report No. HETI-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. RETI-11-3204, dated 01/20/20I 1, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile 'fest per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-TI09, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 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., Report
No. RETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.R.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential. Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 0711512003, signed
and sealed by Rafael E. Droz-Seda, P.E.
5. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door (skin)", prepared
by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/3112003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submiffed under NOA # 03-0210.04"'
7. 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 0811711998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted larder NOA # 14-08x4.10"
I. Anchor verification calculations prepared by A1-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, F.E.
Carlos M. Utrers, P.E.
Product Control Examiner
NOA No. 15-03€14.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DA13 poor Comuanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA ## 11-0414.12"
2. Anchor verification calculations prepared by AI-I{atnoq Corporation, complying with F,B.0
2007, dated 04/0712011, signed and sealed by Javad Ahmad, P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12119/2008, signed and sealed by Humayo3un Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (ICER)
E, MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-031.1.08, issued to Insulfoant, LLC, for their
Insulfoarn Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/2912017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/1012011 and expiring on 01111/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11110/2011 and expiring on
01111/2017.
5. Notice of Acceptance No_ 10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 0212412016.
"Submitted under NOA ## 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/2712004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test .Deports 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 1. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAIJ 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 under NOA # 14-0814..10"
1. Statement letter of code conformance to the 5'h edition (2414) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/1312014, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
7-1/2" X 2-1 4" X 18 GA. - - -- PUSH NUT TOP FIxTURE 5-1/2- X 2-3/4" X 0.1"
GALV. STEEL CENTER HINGE `rA 1, STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
I O W/ (4) #14 X 5/6' SMS / �, -FASTENED TO ENO STILE WITH TO BE MISTALLED AT
WITHOUT DELRON SLEEVE (STD.) - 00 _� (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE
p 7-1/2' X 3" X .071" DALY. STEEL I SEE SHEET 3 FOR TOP BRACKET OPTIONS
W/ (6) 4 X'SR RINCE SMS -'I 00 ! CENTER STILES
WITHOUT OELRON SLEEVE (STD.) r7 SEE SOH. 'A' _
WITH OELRON SLEEVE (OPTIONAL) p 7 1' �, • -
° 7-s/2' X 2-1/a• x 071"
WITH STEEL TER HINGE LOCK
° W/ (4) #14 x 5/8" SMS _. _ 2/ DDDR
WITH OELRON SLEEVE (OPT)ONAC) -`-`-
e` i,& m__ .�._.
+IOT
1 1' W X .15 TW. LATON. --1 III
V V _�''�I'') a _ - v
K�
NTE HINGE I1NDARD LOCK ,•
RING LOADED SLIDE DOLT (BOTH SIDE'SSENED W/ (d) #14 % 1/2" S.M.S. �. !1
MAV. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING -
GARAGE DOORS �• T 1
.158 CA. cALv, aRGRAr•'i TYPE
CABLE & NICO -PRESS SLEEVE, a
W/ MIN. 5 TO 1 SAFETY FACTOR r�l, , i / --'t-`-'-' "^li • , _.-r
le V 1 —vim. _ - -
{ ! P ID
2-3/4'W X 5-5/8'H X-090" THK.k II >✓ O J _ _ _�
STEEL PLATE, 1-3/5" DEEP
WITH (3) #14 X 3/4" L }�� 4
SELF DRILLING SCREWS
BRACKET BRACKET
STD. UFT DOOR LOW HEADROOM
DOOR OPTION .'
TOTAL I OF
DOOR 'U' BARS AT ---��!
7ICM CONSISTS OF EACH DOOR 7-7ES' X 3-1/8" X .010" L OPTIONAL VENTS
6'-6" 2 SECSIONS SECTIIkYS 4t" STE L PLATE `��"- J (3) 5" WIDE AT 7" O.C. MAX.
1 SECTION r SECtgNS 21" WITH (4) %14 X 3/4. 50.5 ! OPNG. AREA NOT TO EXCEED 120 SO, IN.
T 4 SECTIONS Y -
I-
7'-6" 5 SECTIONS t8' -
7'-9' 4 SECTIONS le• 1 SECTION 21"
I 6 3 SECTIONS 18' 2 SECTIONS 21'
2 SfCil0NS 58' ,"� 21'j
1 SECTION ' 4 2t"
�Ij18�
8.99- 8 SECTIONS .- -
5 SECTIONS t8" I SECTION 21"
9'-6' 4 SECTIONS t/Jp� l SECTIONS 1"
I 9'-9' ] SEC74HS 18t''3 SECTIONS 21'
1 10' 2 SECTIONS 187 4 SECTIONS 21'
1O'-3" 1 SECTION SECTIONS 2s -
IT -8: 6 SECTIONS 21
t0'-9' 8 SECTIONS 18'[I SECTION 21"
11' 5 SECTIONS 4l 2 SECTIDNS 21"
11'-3SECTIONS 18' 3 SECTIONS 21"
SECTIONS 10' d SECTIONS 2/'
11'-9" 2 SECTIONS B' S SECTIONS 21'
12' 1 SECTIONS 18' 6 SECTIONS 21'
I 1p'-3` 7 SECTIONS 21' -
f��-6' 6 SECTIONS 18' 2 SECTIONS 21'
I?' S SECTIONS IB' 3 SECTIONS 21"I
4 SECTIONS 18' A SECTIONS 21- SECTIONS 18: 6 SECTIONS +]11
13 ` 2 SECTION5I 6
13*- SEN18" SE (ONS 2
1"
14' A SSECCCTT�IOQONS 21` -
i4"- ms Tal 3 SECTIONS ir
5 S CTITi1iS 18' 4 SECTIONS 21'
y)qt
1 14'-9' 4
SECT
1B' S SECTIONS 21�
,553 Iz � 8p If- g IN: 11:
`I 5 121' 6 SECTIONS 21'
I t6' ;6 SEC11ONS 18' 4 SECTIONS 21"1
CENTER STILE -
�
OUTSIDE
HANDLE - END STILE
�11 LOCK BAR CL40FS
1 INSTALLED ON ENO STILE
Wwr" (4) 114 X 5/8' SMS
78T X .6W LOCK BAR
ENGACES IN TRACK
ON EACH SIDE OF DOOR
Q�7SIDE EYEk� 0
aIWIDT.M' PTIONAL FLUSH FACE
OD GRAIN DESIGN
�M�MAX.00OR
:0 PANEL EMBOSSED DOOR
#14 X
3/4- SELF
% 6SMS
CREWS MAY
NLIEU (f t
I�
z
A
r— - a� N �
9L
! 1�1 X11 N N
FTnl�.a ItHx 2
L o� o LL "
v Q to - V
= 6 N
+ >�
Wiz i,-
00 00 w.
L=`^ — ozc
- •_.C3 n
DAB DOORS INC. l7 I Q N Ja J
HurricOne Mo9terO Model 824/811
Max. Size 16'-2" X 15'-0' High
" With Window Lite Option ll
USED
i DESIGN PRESSURE RATING = + 38.0 PSF—
- AA 0 PSIF "
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES .1 A 4
CENTER
OPTIONAL�I(}�—
LOCK BAR LOCKING SHOWN
III 11 Rl il+'III IIIII
ALTERNATE TO
BUILDING (FBC) (201)
SCHEDULE 'A'
SPRING LOADED SUOE BOLT
CENTER STILES CONFIGURATION
DOOR WIDTHS / Of CENTER STILES
I
B'-0' TO 9'-10' 2
LOCKS SHOWN ABOVE
8'-O" TO 9'-10"
4. ANCHORING OR LOADING CONDITIONS OTHER 1I4AN THOSE SHOWN I 2%
o
32188 TO 13'-10"
DOOR WIDTHS
aIWIDT.M' PTIONAL FLUSH FACE
OD GRAIN DESIGN
�M�MAX.00OR
:0 PANEL EMBOSSED DOOR
#14 X
3/4- SELF
% 6SMS
CREWS MAY
NLIEU (f t
I�
z
A
r— - a� N �
9L
! 1�1 X11 N N
FTnl�.a ItHx 2
L o� o LL "
v Q to - V
= 6 N
+ >�
Wiz i,-
00 00 w.
L=`^ — ozc
- •_.C3 n
DAB DOORS INC. l7 I Q N Ja J
HurricOne Mo9terO Model 824/811
Max. Size 16'-2" X 15'-0' High
" With Window Lite Option ll
USED
i DESIGN PRESSURE RATING = + 38.0 PSF—
- AA 0 PSIF "
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES .1 A 4
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY
WITH
REQUIREMENTS OF THE FLORIDA CODE FIFTH EDITION
BUILDING (FBC) (201)
SCHEDULE 'A'
INCLUDING HILL VELOCITY HURRICANE ZONE (HV142), O,
2. ANCHORS SHALL DE AS LISTED, SPACED AS SHOWN ON DETAILS, .oSS
CENTER STILES CONFIGURATION
DOOR WIDTHS / Of CENTER STILES
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. i ?
B'-0' TO 9'-10' 2
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEED/
10'-g� TO fi'-IO' _2 _
3f
4. ANCHORING OR LOADING CONDITIONS OTHER 1I4AN THOSE SHOWN I 2%
o
32188 TO 13'-10"
THESE DETAILS ARE NDT PART OF THIS APPROVAL. ,x d ro S
tV-D' TO IS' -10' 4
>
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD OILY,
tS'-t I.TO 18'
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDAI
BUILDING CODE TAS -202 TAS -201 & 7AS-203 FOR HVHZ AND
7J��-y��II ® l( ®I�® 1 IIS:: •"! �ILam- I ASTM E1886-OS/ASTM E1996-
09. a
F,9r. WAVAHMAD f7OOlCT "NEWT" IN
10'-0' To lf'-10' I t4'-0" TO I5'-10" O NCAN.r 36 2IIIIIII
DOOR WIDTHS DOOR WIDTHS
..,wNwbof
�
2015 o.rd 02-29'
122'-0" TO 13'-10" I 15'-11" TO 16'-2'
DOOR WIDTHS - DOOR WIDTHS _,-48heei 01 5 1
O
o o
,v
I_ 055' X 2-1/4" X 3/4' X
-Y--- GALV. STEEL U.BAR REINFORCING TRUSS j 0
0 BOTTOM OF PANEL TRUSS FASTENED 10
I VERTICAL INTERMEDIATE STILES W/ TWO
#14 X S/B" SM.S. AND TO END SALE
W/ FOUR X14 X 3/4^ SELF DRILLINGS
16? �
m - 0
3 O
IST SECTION ((QTTOM] INTERMEDIATE SECTION
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAD SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE '•e
0,55 S. d
1.9"X2.19"X3.3'X 090"
STEEL TRACK BRACKETS --•
SEE SHEET 3 FOR SPACING
STEEL
14 GA. X 2-1/8" X I" (STA
12 CA. x 3-5/16" X 1-1/2" (OP
FASTENED TO MACK
W/ 1/4-20 x 5/9' TRU
SL0TTE0 M.S. d, LO(
BY BOOR INSTALLERUlDING
X 14 X 5/8' SMS
8 PER HINGE
,4 24 CA, STEEL PANEL -
I
J FLAPS RENT OVER PANEL F
a
I °
I
1/2" PUNCHED HDLEs-/ i b
4D 4" O.C.1
0. I
iVQ > Q
I
� I d
I
3/16" POP RIV
4"ETS fl'
O.C. I % c
(6) FOR 21" STILES to
21
(5} FOR 18' STILES
F.024' STL PANEL Iyj n
-END STILE
0 _eF!R�, OUTSIDE OF 000 a W
z
—A— _ a
roa rlaN
I4 8ca
z�
1 v
1/2' X 1-3/4" X .058" FORMED STEEI.
-GLUES TO PANEL AND SECURED TO
ENO STILE WITH (4) 3/10" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
CENTER STILE. GLUED AND RAIETED
TO PANEL W/ (4) 3/1 G" RIVETS
_ N 14 X 5/8" S.M.S.
4/ HINGE
T�
I 1 `
r
BY 'SCHLAGE SECURITY HARDWARE''" r = F
3/4" X 2" X 2-1/2^ X .049" STEEL INSTALLED IN 9/16' DIA. HOLES IN CENTER STELE
-END STILE. CONNECT TO PANELS WIN-
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL
SEE DETAIL ABOVE
fit,'( off RS ar rRncx sxgUM ji A
EDGE A"Olk POWER-BOS,T BY 'POWERS' y y D
'-DISTANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
2" MIN. EDGE DISTANCE
POP RIVETS- "•"' L-3/18 "}/s_nIA. HLC EVF BY 'N9_TI'
B) 1-1/4" MIN, EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
1 4" MIN, EDGE DISTANCE INTO FILLED BLOCK
v —5 5-
300
CONCRETE I'c -0 PSI MIN, N QI u 8
C-90 GROUT FILLED BLOCK I'm a 2000 PSI MIN. o S $�C B
ANCHOR TYPE A OR BI a m x -
- I_ (1) PER BRAC FOR
E SHEET 3 FOR BRACKET SPACING
7-1/2' x .050' INTERIOR SIDE 7-1/2" X .07T"
GALV. STEEL END ROLLER HINGE
CENTER HINGE
PUSHNUT
.LED ON ROLLER SHAFT
1.82" 0M. X .50' STFEL ROLLERS
1.82" DLL, X .50" NYLON ROLLERS (OP
2.75" DIA. X .60' STEEL ROLLERS (OP
SMION FI -A 2.75^ DIA. X .50' NYLON ROLLERS (OP
-TIJ a
STEM
I�
PIKUDUCT REWbIYFD I �
m�Ir.Itoo �� t S A.
T
BY I• CMd 5drowing no.
2-21
0
Eng,: JAVAD ARMAD
�1/4-20 SS BOLT
T!h
CAI
FLA. PC 0592
CAN.
At
AL
Q TAi5
STEM
I�
PIKUDUCT REWbIYFD I �
m�Ir.Itoo �� t S A.
T
BY I• CMd 5drowing no.
2-21
0
POP RNETS 5/18" X 1-5/8' LAG SCREWS INTO WOOD OR
3/4' X 5-1/2' X 3" X ,104"
I;d 5/16 SLEEVE ANCHORS
.V. STEEL
WITH 1-1/4" EMBED INTO VASONRYV
ROLLER BRACKET ON EACH SIDE
3 PER BRACKET
TENED W/ (6) l 14 X 5/8' S.M.S.
C.A.N. 38
14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
2-1/2' X 4-1/4" X 13 GA. STEEL PLATES
W/ 5/16-18 X 3/4" HEX HEAD
WELDED TO 1-1/2" X 1-1/2" X 14 GA ANGLE
M. SCREWS & NUTS.
FASTENED TO TRACK
TOPP ROLLER BRACKET FOR
DOOR OPTION
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET /
(OPTIONAL) -
HORIZONTAL REINFORCEMENT LOW HEADROOM
1/2" X 1-3/4" X .058' FORMED STEEL
/ GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16' POP RNETS
—5/16" MEETING RIO
PLASTIC/STEEL ROLLERS
LEV DIA. X .50'
W/ .44 DIA. X 4-1/4" STEM
LOW HEADROOM DOOR
'EL TRACK BRACKETS
HORIZONTAL REINFORCEMENT
S/16" NIG"
1/Y" X 7-3J4" K .058" FtlRMEO STEEL
LiY 'OY ACT PROD K`Tg 1
GLUED TO PANEL AND FASTENED TO
C.A.N. 38
VERTMAi. STILES WITH
2' % 5-1 /2" X
(2) 3/16' POP RIVETS
.104-
GALV. STEEL
FASTENED W/ f4) y bV X 5/8" S.M.S.
9
TOPP ROLLER BRACKET FOR
DOOR OPTION
In
HORIZ, TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EX EEDING B FT. IN HVGNF-
11 { A-,
Ay-, -
TRACK LENGTH . OPENING HEIGHT PLUS 12"
1-I/2" X 1/2" X 1/8" H01d2. ANGLE
FOR DOOR HEIGHTS UPIO 6 FT,
WITHOUT INSULATION OR WINDOWS,
2' X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE. 8 FT. OR
DOORS WBH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ, TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-t6 X 3/4' BOLT & NUT
AND TO SPRING SHAT GUIDE W41K
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK
2-1/8 X v X ,080
SECTION A -A
DOOR " SECTION HEIGHTS I BRACKET PIACEMENTS
HFJGHT
IST 2ND43RD�4TH5TH 81 82 83 84 , 85 86 87 88
l8" 1B" 18 18 /A 1" TO 2' 11-3/4 23" 34" 45' 56" 67' -
6i6" 21" 18" 1818x21" A 1" TO 2"111-3/4' 23" _34, 45" 56" 67" _ -
7'-0- 21' 21' 21" 21" /A i- TO 2- 11-3/4" 23" 34' 45" 56" 1 67" -
7'-6" VB" 18" 18" t8" 18" 1' TO 2 11-3/4" 23' 34" 45' S6" 87" 76-1/4"
8"-0" 21" 1B' 18" 18" 21" 1" TO 2" 11-3 4" 23' 34"rt 45" 56" 6T 78-1/4F
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE TNAN B FT. HIGH, USE ADOfT10NAL TRACK BRACKETS AT TO' O.C.
" X 2.19" X 3.3" X •090' X
'EL TRACK BRACKETS
OPTIONAL INSULATIONS:
S/16" NIG"
PRODUCT RE1vEWFD
U with 1110 FLo"
LiY 'OY ACT PROD K`Tg 1
•{
C.A.N. 38
EPS-EXPANOEO POLYSTYRENE
I
DENSITY - 1.05 PCF
-
9
N.OA. #11-0928.07
M C
1
OR
150-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
--i -
N,OA J1i1-0026.06
OR
DY 'CFUO ^I�1'
Qyd NORTLI fyNER
DENSITY o 1.03 PCF
N.OA N 10-1129.04
OR
'INS
BY FOAM .'
DENSITY - 0.92 PCF
N.OA ,�i4-0311.08
p�q
LLJ \
14 GA OALV. STEEL
ROLLER FASTENED
Ilp{jl
W/ (6) M 14 X 5/8' SMS
0 14
i
MRN, .024' ROLL FORMED STEEL PANEL
DRAWING QUALITY C-40
MIN. YIELD STRENGTH - 39 KSI
WTIN PRIMER AND BAKED -ON
POLYSTER POINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
L
d _1
r '
N I
i
I
12 GA. QALY. STEEL
8 FASTENED
W/ (4) 4 X�5/8
I �I
O'
BOTTOM SEAL OPTIONS
SEE SHEET 5
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
In
HORIZ, TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EX EEDING B FT. IN HVGNF-
11 { A-,
Ay-, -
TRACK LENGTH . OPENING HEIGHT PLUS 12"
1-I/2" X 1/2" X 1/8" H01d2. ANGLE
FOR DOOR HEIGHTS UPIO 6 FT,
WITHOUT INSULATION OR WINDOWS,
2' X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE. 8 FT. OR
DOORS WBH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ, TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-t6 X 3/4' BOLT & NUT
AND TO SPRING SHAT GUIDE W41K
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK
2-1/8 X v X ,080
SECTION A -A
DOOR " SECTION HEIGHTS I BRACKET PIACEMENTS
HFJGHT
IST 2ND43RD�4TH5TH 81 82 83 84 , 85 86 87 88
l8" 1B" 18 18 /A 1" TO 2' 11-3/4 23" 34" 45' 56" 67' -
6i6" 21" 18" 1818x21" A 1" TO 2"111-3/4' 23" _34, 45" 56" 67" _ -
7'-0- 21' 21' 21" 21" /A i- TO 2- 11-3/4" 23" 34' 45" 56" 1 67" -
7'-6" VB" 18" 18" t8" 18" 1' TO 2 11-3/4" 23' 34" 45' S6" 87" 76-1/4"
8"-0" 21" 1B' 18" 18" 21" 1" TO 2" 11-3 4" 23' 34"rt 45" 56" 6T 78-1/4F
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE TNAN B FT. HIGH, USE ADOfT10NAL TRACK BRACKETS AT TO' O.C.
" X 2.19" X 3.3" X •090' X
'EL TRACK BRACKETS
—�
S/16" NIG"
PRODUCT RE1vEWFD
U with 1110 FLo"
4NECTED TO TRACK WITH
1/4" BOLTS & NUTS.
•{
C.A.N. 38
_ �
Aaog7new ton -O 0 .d!
9
R
M C
1
t •
I
o
1 > I
VERTICAL LE[ HIGH UFi STANDARD W LOW H_FADROO m 9. "I z - -
(sheet 301 3 1
DOUBLE TRACK
„
A%L48LE TRACK OPTIONS
EAgr. JAVAD A"VAD
CIVIL
FU, PE 70592
PRODUCT RE1vEWFD
U with 1110 FLo"
n
1
9
C.A.N. 38
_ �
Aaog7new ton -O 0 .d!
9
R
M C
-
I drawing no.
[ 02-21
(sheet 301 3 1
1-1/2" MIN.
j DIST.
1/4" DIA. LAC SCREN
�M 1 I --AT 6' FROM ENDS
j ! AND 15" O.C. MAX.
OPTION 'A'
OPTION '8'
-c
REINFORCEMENT I L
I/2" X 1-3/4' X .058"
FORMED STEEL N
SELF ORBLUNG SCREWS N
OR —. _ — je k 1' �.
.1/16" 'RIVEX' STEEL RIVETS SELF ORiLLING SCREWS 'L
OR
MULTIGNIP W/ DOME HEAD 6AI
16' 'RIVEX' STEEL RIVETS 0
AT 48" O.C. ULTIGRIP W/ DOME HEAD
48' O.C. OREINFORCEMENT 01/2" X 1FORMFORMED STEEL `\ 0.f/4" OIA LAG SCREWS 1. IIS.
AT 6' FROM ENDS( Y _� 2: G
AND 15' O.C. MAX. L.. _. C `T
W STRIP ADAPTER
ALUMINUM W SETELIP ADAPTER Q a a a i
C) 0
RUBBER W'STRIPPING RUBBER W'STRIPPING
zea 50 �4 a40 .3NB Q � i� E F'•
itI I
I•�-1,250 � 1Tnn—.•1�� �---
(WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/OESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
WOOD BUCK OONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH
1/4' ULTRACON BY 'ELCO' WITH SPACING OF
12O.C. INTO GROUT FILLED BLOCK WALL WITH 2-i/4' MIN, EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
N. DISTANCE
/4" TAPPER BY 'POWERS' WITH SPACING OF
11' O,C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2' MIN, EMBED
3' MIN. EDGE DISTANCE
1�
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONT OUS , {OLK TRACK
3/8' HLC SLEEVE BY 'HILIC WITH SPACING OF IO...IMO00 RUCK
10" O.C. INTO GRQUT FTLLEO BLOCK WALL, WTIFI 1-1/4' FAIN. EMBED, 4" MIN. EDGE DIST.
IS.
O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
$OTTOlM SEAL OPTIONS
1�
1� o
ANCHOR SPACING 2 ~ 2 q
ANCHORS STRUCTURE �. EMBED§PACING EDGE 01ST. $ p I
3 8 SLEEVE @1 HILJf CONC, 11-1 4 B' 2'
Bir 1 /�t�p�i.�i` FRL£0 j{33LOCK I�$"_ 3-3 4' i O Z
3 8 DYNABOLT ITilri' COHC, t-� 2' 8' 2-7 2
3 B POIy):@-SQL BY POWERS' CONC.. 2" o C,
ON
zt
9 8 SLE -ACL Y 'sWIP50NS'f, CONIC. _ 1-1" 3"_ co!p'nj ..
CONCRETE f'o - 3000 PS MIN. I i Q N
C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN.
EDGE DIST.
1 .
1-1(.4' X 2-1 2' X 14 CA
1-1/2'� CANT. STEEL Af�DIX ,-1/2" Wly
PR9PARATION OF JAMBS 8Y OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM,
FOR DOOR REPLACEMENT IN RETROFIT BUR -DINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXM"(+) LOAD PER JAMB = (16.15' X 62 PSF)/2 291 Lbs pu Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB - (16.16' X 44 PSf)/2 355.5 Lbs Per R
' 4 12 GA GALV. STEEL _
�" RAT BRACKETS i3' LONG 2-f 8" % 1' X 14 GA.
1/16" X %El/2 AT !2` O.C. Ii DOOR OPNG. r"rg
FILLET WELDS- GAL .STEEL TRACK
AT 12" O.C, MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
f CONNECFEO i0 CONT. ANGLE '� W/ f27 11i-20%8/8" TRUSS ND. °
`U,/ W/ (3) SPOT WELDS AT EACH SIDE SLOYTED id S. k LOCK NUT h •r
REVERSE TRAAC CONTINUQUS ANGLE TRACK 2T; ri n S
TO STEEL? CONCRETE ANO FII FD BLOCH > S $--
O O ,J Z - -• Y
ALTERNATE TRACK INSTALLATION
EI,: JACML
FLPIE pp' PRDDU4T RENF•.WI'C1 3
L.A.K. 3533882 Bead* Co* 1114 F1ar{as i S I
AreeePtrwl W�+ .a/ � S
drawing no.
2015 L92 -21J
sheet —4-J 5
STEELSTRUCTURE BY OTHERS
5/16' X 1-5/0"
LAD SCREWS
At 12' O.C.
— MUST SUPPORT THE LCAOS IMPOSED
BY ODOR SYSTEM
_ I
•
5/18" DIA. BOLTS
WITH WASHER k NUT
y7
`
AT 12" O.C. MAX.
1�
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONT OUS , {OLK TRACK
3/8' HLC SLEEVE BY 'HILIC WITH SPACING OF IO...IMO00 RUCK
10" O.C. INTO GRQUT FTLLEO BLOCK WALL, WTIFI 1-1/4' FAIN. EMBED, 4" MIN. EDGE DIST.
IS.
O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
$OTTOlM SEAL OPTIONS
1�
1� o
ANCHOR SPACING 2 ~ 2 q
ANCHORS STRUCTURE �. EMBED§PACING EDGE 01ST. $ p I
3 8 SLEEVE @1 HILJf CONC, 11-1 4 B' 2'
Bir 1 /�t�p�i.�i` FRL£0 j{33LOCK I�$"_ 3-3 4' i O Z
3 8 DYNABOLT ITilri' COHC, t-� 2' 8' 2-7 2
3 B POIy):@-SQL BY POWERS' CONC.. 2" o C,
ON
zt
9 8 SLE -ACL Y 'sWIP50NS'f, CONIC. _ 1-1" 3"_ co!p'nj ..
CONCRETE f'o - 3000 PS MIN. I i Q N
C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN.
EDGE DIST.
1 .
1-1(.4' X 2-1 2' X 14 CA
1-1/2'� CANT. STEEL Af�DIX ,-1/2" Wly
PR9PARATION OF JAMBS 8Y OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM,
FOR DOOR REPLACEMENT IN RETROFIT BUR -DINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXM"(+) LOAD PER JAMB = (16.15' X 62 PSF)/2 291 Lbs pu Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB - (16.16' X 44 PSf)/2 355.5 Lbs Per R
' 4 12 GA GALV. STEEL _
�" RAT BRACKETS i3' LONG 2-f 8" % 1' X 14 GA.
1/16" X %El/2 AT !2` O.C. Ii DOOR OPNG. r"rg
FILLET WELDS- GAL .STEEL TRACK
AT 12" O.C, MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
f CONNECFEO i0 CONT. ANGLE '� W/ f27 11i-20%8/8" TRUSS ND. °
`U,/ W/ (3) SPOT WELDS AT EACH SIDE SLOYTED id S. k LOCK NUT h •r
REVERSE TRAAC CONTINUQUS ANGLE TRACK 2T; ri n S
TO STEEL? CONCRETE ANO FII FD BLOCH > S $--
O O ,J Z - -• Y
ALTERNATE TRACK INSTALLATION
EI,: JACML
FLPIE pp' PRDDU4T RENF•.WI'C1 3
L.A.K. 3533882 Bead* Co* 1114 F1ar{as i S I
AreeePtrwl W�+ .a/ � S
drawing no.
2015 L92 -21J
sheet —4-J 5
Coo" PANEL
24 CA. (0211) STEEL MIN.
-7/16" FNA. WASHER
7/18` DIA. WASHER
9�
a =
21 3/4"
MAX.
WOW, WIDTH
is 1/8"
o kw.
m J
- ,�- 5119 �•{ 250
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
1.144 p
.175 .599
*
EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
�w o 0—
V
rk a
.
LD La
lkI
sooC' 171 MIATInKI
g8 X 3/4' SEAS
0 318; FROM ENDS
AND 4" O.C. AJAX,
COOR PANEL
24 GA. (.624) STEEL MIN.
i)ODR PANEL
74 CA. (.024) STEEL MIN.
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
,175)!.062 DEEP
r
EXTERIOR
15 f 15" MIN, 01. CPG.
GLAZING RME
WINDOW WIDTH
Eng,; JAVAD AjlMAO
CIML
FLA. PE 705 2
ChN. 1536
PROM1Ct R%NENFE)
--V44 n �
adift cob
Amotarae Tits -d 1 ff
c4wo
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����'j
r
p8 X 3/4" SttS
m .5/8" FROM ENDS
AND 7" A.C. MAX.
t
t F _
°
I t
j ° I
(4) ,#8 X 3/4' SMS
a 1-3/8" mm ENDS
AND 6-f /Z" O.C. MAX.
1 tr 1
L�Ir
Iljl _ter
1175 X DEEP
1111
.062
GRGOVE
II
Aril
-1111
IIU
i I
Wj 11
i/4" POLYCARBONATE LEXAN
BY 'SARIC INNOVATNE PLASTICS'
WI1I NOA #13-0717.01
IX'
111E
II1r
a1A-
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!,I 1
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it
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lrtl
175 VX .C52 DEEP
I 111
GROOVE
t -�,1
i !I➢ l
Wr
! r
(4) J8 X 3/4" SMS
1 ° !
O i-3/8' FROAk ENDS
°
AND 0-1/2' O.C. MAX,
p
r
1 r r f
f f j
.J
A5 X 3/4' SMS
a 3/8" FROM ENDS
AND 7' D.C. MAX.
7/18` DIA. WASHER
9�
a =
21 3/4"
MAX.
WOW, WIDTH
is 1/8"
o kw.
m J
- ,�- 5119 �•{ 250
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
1.144 p
.175 .599
*
EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
�w o 0—
V
rk a
.
LD La
lkI
sooC' 171 MIATInKI
g8 X 3/4' SEAS
0 318; FROM ENDS
AND 4" O.C. AJAX,
COOR PANEL
24 GA. (.624) STEEL MIN.
i)ODR PANEL
74 CA. (.024) STEEL MIN.
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
,175)!.062 DEEP
r
EXTERIOR
15 f 15" MIN, 01. CPG.
GLAZING RME
WINDOW WIDTH
Eng,; JAVAD AjlMAO
CIML
FLA. PE 705 2
ChN. 1536
PROM1Ct R%NENFE)
--V44 n �
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Amotarae Tits -d 1 ff
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