HomeMy WebLinkAboutGARAGE DOORS (2) MIAMI•D,ADE MIAMI-DADS COUNW
=is PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 203
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)
www nrismidade.aov/econom
DAB Door Company,Inc.
12195 NW 981 Avenue SEP 2 4 20- 118
Hialeah Gardens,FL 33018
ST. Lucie Gaurltv_ Fermitii:inq
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 itis 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 8241811 Steel Sectional Garage Door up to 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
.APPROVAL DOCUiVIENT:Drawing No.05-03 Rev I,titled"Sectional Garage Door",sheets 1, 1.1,2
through 5 of 5,dated 05/16/2005 and last revised on AUG 17,2017,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 Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELI'i TG: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 ofthis 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
UJin 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 revises NOA#16-0330.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
WM"I DADE COUNTY NOA No.17-0919.11
q , Expiration Date:March 29,2022
�( Approval Date:December 14,2017
�C 6,11 Page 1
`ti,
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 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.
B. TESTS "Submitted under NOA#09-0128.06"
1. Test reports on 1)Uniform Static Air Pressure TestL,oading 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-08-2149AM,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 Candido 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 under 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 under 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.
Ishah L Cbanda,P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
E-1
DAB Door Companv.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 Are 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 D63 8 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.
S. 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
I. Statement letter of code conformance to the P 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.
lshaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
E-2
DAB Door Company,Inc,
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 05-03 Rev I,titled"Sectional Garage Door", sheets 1, 1.1,2 through 5 of 5,
dated 05/16/2005 and last revised on AUG 17,2017,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
D. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products,LLC,for their Dyplast
ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, 'issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014(5tb Edition)and FBC 2017(61 Edition),
prepared by Al Farooq Corporation,dated 08/17/17,signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA#16-0330.01,expiring 03/29/22.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
E-3
7-1 2'X z-1 4'X 18 GA TOP FIXTURE S-1/2'X 2-3/4'X OX
CAL S1Eq. CE/tiTER HINGE PUSH MR STEEL PLATE WITH ONE S 16-18 MS W/NUT OPTIONAL DOOR VIEWER
® W/(4}/14%5/8"Sets `lp - `� FASTENED TO END STILE TH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE(STD.) i \ (6)/14 X 3/4'SELF DPoLLINf)SCREWS ANY�+T�SmE Z m
p. 7-//2'X 3'X 071''GG�STEEL t (Do t CENTER STILES_
HINGE
wf(8)}14 X 5/9'SINS ' p8 I SEE SCH.'A' A F Z
WITHOUT DEUMN REM(STD.) / S
// WITH DELRON SLME(OPTPONAL)
O GALV.aBTExEI OtTER 071'
9
6 W/(4)P14 X s/B'SMS
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WITH DELRON SLEEVE(OPTIONAL) .. ..
CENTER HINGE t t'W X.15 THK LATCH "`,
STANDARD LOCK `
SPRING LOADED SLIDE BOLT(BOTH SIDES) \�•�`9 -._..........._.___ B 14 1 _1 b
1FASTENED W/(4)#14 X 1/2'S.M,S. y
MIN. LOCK ENGAGEMENT _.... ..:...:.::_ _.:_' '- - - i ' ._ - - _' 10 u�Fsi
CONFORMS TO SECTION 1008 REGARDING GARAGE its- t^• W
g5
.788 DA.I IJ Nt1CRAEf TYPE ® - - ^.� °D
CABLE da NICO-PRESS SLEEVE 0 1 .�.,, .�=.- ---
w/MIN.5 TO i SAFETY FACTOR '-"'-' ^^ r
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STEEL PLATE 11
WITH(8)J14 X 5/8'SWS t Y
r4i a
BRACKET BRACKET
STD. UFT DOOR LOW HEADROOM i
DOOR OPTION urn
_ z t
ONAL FLUSH FACE
7-7/8"k 3-1/8'X .010' DE AT T O.C.MAX. 0 a u
STEEL PLATE '\` y' OP[� AREAT NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN L A
f33 5'WI �j $
WITH(4) #14 X 3/4'SDS 120 so.IN. MAX.DOOR WIDTH, - N 0 t7� `f
18'-2' _' 1
cerrER STILE RAISED
ELEVATION
RAISED PANEL EMBOSSED DOOR
DESIGN PRESSURE RATING = + VOA PSF
OUTSIDE — — 44.0 PSF
HANDLE -END STILE #14 X 3/4'SELF DRILLING SCREWS MAY BE USC:DIEyaty�ETHe(�e
IN UEU OF¢14 X 5/8'SMS
-Og tril•j l bd8 DOORS INC.
j pggCty Laza
Hurricane Mastarm Madel 824/811 r_
'
LOCK BAR
ON ON SIDE Sl. t� Max. Size 18'-2" X 16'-0" High c
INSTALLEDn WITH(4)X74%S/8'SMS With Window Lite Option R
9 1sT,x EW LOCK BAR GENERAL NOTES
ENGAGES IN TRACK 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPAC[ 089�'$�
ON EACH SIDE OF DOOR REQUIREMENTS OF THE 2014(5tH EDiHON)/2017 (6TH EDITION) FLORM
OUTSIDE KEYED LOG$ BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2). .
2,ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS a ry q
OPT10N�. AND INSTALLED PER MMUF''S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ODOR TESTED ACCORDANCE A WITH THE TAS-203
OF A14DFLORIDA e s B 4
LOCK 8M LMINO SHOWN BUIV. EG 8006,TAs-2 111 1Ai-201&iX5-203 ADR HVff2 AN0
ALTERNATE TO MAILTUVtt SHALL BE BEYOND WAIL DRESSING OR STUCCO. ASN E1888-W/ASTM tY99e-OD. W+<e=
SPRING LOADED SLIDE BOLT 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
LOCKS SHOWN ABOVE k; 1 Alt ii r
4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT Gs
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUMENTS OF THE 2014/2017 FLORIDA BLDG. CODE dt ADOPTED STANDARDS, 1ULDN8�r'•,
S.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT.Lo. LIFE SAFETY OF THIS PRODUCT.ADEQUACY _
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC. _
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL. �� OFdrawing no.
6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SOA_yu 05-03
IN ACCORDANCE WITH SECTION 1FLORIDAE.
709.9.3 OF RIDA BUILDING COQMAi.°
lABELtNC 70 COMPLY 1tIDt SECTION 1709.9.2. r tt 111 1 sheet T of
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DOOR U'BARS AT G Q
HEIGHT CONSISTS OF EACH DOOR o
2 SECTIONS IB"2 SECTIONS 21- J C m
SECTION i8' 3 SECTIONS 21" 5 I v O1 w N
7 4 SECTIONS 21'– CENTER STILES
7'-6" 5 SECTIONS 18•– U O 2
7'-9" 4 SECTIONS IB'1 SECTION 21" SCHEDULE'A'
8' 3 SECTIONS IV 2 SECTIONS NTEIt 21' .... ..... cam STILES CMMMTM N m�
8-,3" 2 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS ¢OF CENTER sm-E4
8'-6' 1 SECTION 19' 4 SECTIONS 21' 9-0"TO 9'–t0' 2 C T
8'-9• 5 SECTIONS 21•– 8•-0•Tp g'_f0' 10'-0'TO 11'-10" 2 C–'–'–•"—'–'
9 8 SECTI�S 18"- DOOR WIDTHS 12'-0'70 13'-10' 3
9'-3' 5 SMMOIS 18'1 SECTION 21' 14--0'TO 15'-10' 4
9'-6" 4 SECTIONS 18"2 SECTIONS 21" _ 15'-11'TO 18'-2' 5
9'-9" 3 SECTIONS 18'3 SECTIONS 21" 7
1d Z SEC8'TIONS 1 4 SECTIONS 21• 2�^�fl �_� /ItQBC1cr9�Y�13� h
10'-r 1 SECTION 18' 5 SECTIONS 21' 11 1as
1yn eitigltl'iNN1� c R
IW-S' a SECTIONS 21•- t0'-0•TO 11'-1O• AucplaacalN�
16'-9' 0 SECTIONS t8'1 SECTION 21• DOOR WIDTHS Ch Pat
11...._545ECTIt7N5 IB•2 SECIOONS 2i'
11'-3' 4 SECi1DNS�tB'IT SECTE�DNS 21"
11'-6- 3 SECTIO iB-4 SECTIONS 21' 8 '.,. �n i� ,,, a •�
11'-9` 2 SECTIONS t8'5 SECTIONS 21`
12' t SECTIONS 18'6 SECTIONS 21' n n ® -
12'-3' 7 SECTIONS 21"- i 12'-0'TO 13'-10' o q
12'-8" 8 SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS R
12'-9' 5 SECTIONS 18'3 SECTIONS 21'
13' 4 SECTIONS 18'4 SECTIONS 21
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13'-3' 3 SECTIONS 18'5 SECTIONS 21' 9 NN- = "` �t t
5 1
t3'-8' 2 SOURS 187 8 SECTIONS 21' `
13'-9' 1 SECTION 18" 7 SECTIONS 21"
14' 8 SECTIONS 21'- ,. ••••'. *� .L
14'-0'lO 15'-10'
6 SECTI6tS 18'.3 SECTIONS 21' DDDR WIDTHS
14'-B• 5 SECTIONS t8.4 SECTIONS zt" =}"(.• :'I`f '
4 SECTIONS 18'S SECTIONS 21'
15' 3 SEC110tS 18'B SECTIONS 21' 10 I� - -' -
19'-3" 2 SECTIONS 18'7 SECTIONS 21' : OF d�_O�'
ing
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FORkEODFI TOP FLAPS F �S DENT OVER PANEL
EACH PANEL
I8 GA.xLVE 2-iJ+'x s/a•x 2` - - '
CASTEEL BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STALES - - 1
W/TWO/14 x 5/8'S.M.S.AND TO END STILE I i/2't>ttNCHO 4HOI HOLES_/
W/FOUR a 14 X 3/4-SELF DRILLING SCR. th
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GALV.STEEL 8AR REINFORCING TRUSS TRUEGAIJV STEEL WA> ISVERTICAL I TRUSS (B)) FOR 18 STILES
®BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED 1O'SALS. INT7FAIE END 571LE5 (5} FOR t8'STILES + �i
VMTICAL INTERMEDIATE STILES W/TWO W/71Yo 14 x s/B•S.M.B.AND TO END SERE
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/ GAIN.STEEL U.W REINFORCING TRUSS N
16 GA. - - TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
OPEN TU6BE O BOTTON W/TWO
'14 X 5/8"S.MS.AND TO END SIRE i
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OPTIONAL BY ITOOPP M U LINO p�m
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SIM TRACK BRACKET FASTENED (-6 PER HINGE
TO wGOD JAMB WITH 3/4'x 2-X 2-1/2"X.049-STEEL IQ
5/16"X 1-5/8'Lop SCREW E END STILL CONNECT TO PANELS WITH _ r;
/ 1/2'X 1-3/4'X,058'FORMED STEEL HAPS AND(4)3 16'ALUM RNETS
(FUi1.Y THRDED}} GLUED TO PANEL AND SECURED TO (4 3J18' SEE DETAIL
H(:7 WASHER HFAO TYPE A } END STILE wmt 3/18'POP W& -C'
as 12.O.C. P0�RWE15 SOLID BRASS DOOR VIEWER
SOUTHERN PINE. ANO PUNCHED FO 3 a"x i^7 x 2-T/2'x.049- BY •SCHLAGE SECURITY HARDWARE•
0.55 S.C. a EDGE INSTALLED IN 9/16' OIA. HOLES IN CENTER STILE
FOR QU NTITIES SEE SHEET 1 DISTANCE POSITIONED AT EYE LEVEL o
GLUED AND RNETEO TO PANEL
I MIN. i+X 5/8'S.M.S. 'A= ,
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1.9"X 2.19'X 3.3"X.090" SEE SHEET 3 FOR BRACKET SPACING
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STEEL TRACK END ROLLER HINGE !* 8
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12 GA x 3-5/15'x 1-1/2'(� 7/18'PUSHNUT HU+CE 1.82'OW.X.50'STEEL ROLLERS(STD.) OF drowtng no.
FASTENED 70 TRACK LNA INSTALLED ON ROLLER SHAFT 1.82'DA.X.50'NYLON ROLLERS OPTIONAL)
W/i h2o%9/8'TRUSS HD. �� �D"•'• �` 05-03
INTERIOR SIDE 27s`DIA x s0 STEEL ITOLIEPS oPnowv)
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pop RNETS2 X 2% 1/a•FIOR/L ANGLE
5/16'X i-5/8'IAC SCREWS INTO WOOD OR HCRR.TRACK SUPPORT. SPOT WHLDED 7O HORIL TRACK V
2' 2-3/4'X 5-1/Y X 3'X.IW 5/16'SLEEVE ANCHORS CENTER SUPPORT'READ.ON DOO1tS INTH TWO WELDS AT 1-1/2'APART
O4.K�� �v WITH 1-1/4'EMBED INTO F4lSONRY EX(�tNG B FT.IN FktST AT s'o.G M g
TOP ROLLQi BRACKET ON EACH SLOE 3 PER BRACKET ti A f REST AT 9"O.C.
FA5IENED W/(6)¢ 14 X 5/8'-MS. _ FI ,
CONNECTED TO FLAG BRAgCEi AN= _, m
2-1/2'X 4-1/4`X 13 GA.STEEL PLATES W/3/a-16 X 3/4'61 k NUT Q
QBO TFOt.CAIY.STEEL,ADJUSTABLE ,���. AND TO SPRING 5I41FT Rail.
SUDS FASTENED TO BRACKET WE1DED TO 1-1/2'X 1-1 FA4T7?tED T.ANGLE TRACK _ __ A (2) 1/4-20 X 5/B'BOLT&Z
W,1=8
r 5 18-ta�X_st4'HIX HEAD �R(4)1/4-20 SS. BOLT @ NUTS HORIZ.TRACK LENCiTf=OPENNO HEGHT PLATS 12'
lop BRACKET
(STANDARD) TOP BRACKET
LOW HEADROOM 14 GA.CALV.STEEL TRACK /VERTICAL xI" TRACK
osw i4
2-1 8 X X C" 6&
SEC110N A—A a g
HORIZONTAL REINFORCEMENT 1.,
I -E_
I/2'X 1-3/4'X.055'FORMED STEEL. 'v m
•-•GLUED TO PANEL AND FASTENED TO Y X 5-1/2'XSTILES WITH , .104`
VERTI(2 a POP RIVETS FASTENED W`i0P4}ROL 14R eRSA-
KET FMEBR ODOR B
«SECTION HEIGHTS BRACKET PLACEMENTS Y.
HOR2ONGL REINFORCEMENT LOW HEADROOM DOOR OPTION HEIGHT ISr 2ND RD 4TH 5TH BT 82 B3 84 85 86 B7 B8 E
1/2'X 1-3/4'X.OSB°FORMED STEEL 6'-0' 18"18' 18'18'tI* 2.11-3 4 23' 34' 45" 56' 67`VEVERTIOAL S nWIT t FA57ENE0 TO 6'-6' 21'18' 18' 1' 2`11-3/4' 23' 34' 45" W 67" -(2)3/15'POP WETS 7'-0' 21.21" 21'21" 2'11-3/4 23' 34' 45" 56' 67` --6' 18'18' 18'18' Z`11-3/4 23" 34' 45' S6' 6T 78-S/16"MEETLYG RIB 8'-0° 21'18" Y it-3/4'
- A!� 1.82'(XA X.50"ROLLERS
--SECTIONS ARE NARABERED STARTING AT THE BOTTOM i
7J/.44 DIA.X 4-1/4'STEM FOR DOORS MORE THAN 6 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C.
� $I �R
W4� M
OPTIONAL.INSULATIONS: 0 C Q c
�'' Sj,MRODtJC75 LLC' {{ 1.9'X2.19'%3.3'%.090'
�20ANURATE PCFn 2 315 TRACK BRACKETS
�� A9itkaNs -47+ .1{ EDENSny C o
NAA}18-1168.64 m CON TO TRACK WITH rr m N
OR ) 1/4'DOLTS k NUTS. t1,k w4 Z
[TY-CaTAFOAM NORTH AMERICA' N
DENSITY-1.03 PCF
N.O.A./15-1203.04 N U)o
_ OR �_ m
BY'TNtl!F+14C
p
OFNSIIY�0.92 P� 0_3:
F
ICDA$17-0221.06
14 GAL CALV.STEEL
ROLLER HINGES FASTENED N
W/(6)#14 X-5/8`SMS RD
MRL o24'ROLL FORKED STEEL PANEL e r !r
MIN.YIELD STRENGTH-34 KSI
WDH FRRIER AND BAKED-014
ApPUSE0R70P NTE TOP OAF STEEL TRACK CONFIGURATION
R FF
& VFRiTC`A1 I RFf HIGH uFT STANDARD IJFT LOW HFADROOFA o
DOUBLE TRACK
AVAILABLE TRACK OP71ONS
((( BOTTOM OA CALK S1T F
tltlt Ilr
W/(4)BRACKET FASTENEDAll
W/(4)/u x s/a•SNSBOTTOM SEAL OPTIONS
SEE SHEET 4
I
OF c2l�Ltr, drawing tw.
SFCTION A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
rroil,n1 sheet 3
3 4'N. ///1/2ENFORI1-3 "X.058' w�
f8 X 1• FORMED STEEL
CIST• 5aF DR1LLInG SCREYfS 1-
= MEN. EB x 1•
g s/ts•'Raoe Sim lavErs
SELF DRdt1WC SCREWS =
STEEL METS
E O15T. 14 I OR
MULTWPoP W/AT 4 MEAD LWLTKXEF W%DOME NERD
AT 48'O,-
RtBNFDRCEMENT O `
1J2'%1-3/4'X.056'
1/4'OA.LAO SCREWS . 1/4'DIA.LPG SCREWS FORMED STEEL W
WOOD SJ I AT 8'FROM ENDS WOOD DU I AT 6"FROM ENDS
AND 12'O.C.MAX. AND 12 O.C.MA%.
W 4TR1P AMFIER oo�J1
ALUkENUM WSTRISTEEI P ADAPTER
1
ag
RUBBER tYSITUPPttMi �
RUBBER W'StfBPPINC (l'
..040 LL
3� F
�r¢3- 1.750--moi 1.780 T�
Li
n
BOTTOM SEAL OPTIONS
I °f
OPDON 'A' OPTION 'R'
WOOD RUCK CONN ON TO WOOD SUBSTRATE(WOW SPECIFIC GRAVITY Sa-0.55 MIN.)
THE INSTALLATION MEMOS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES.IF THESE METHODS ME FOLLOWED NO ADDITIONAL CALL:GP.ATWNS/DESIGN j ri'g' �@ M X
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR AhCRORACE-
FOR DOOR REF+.ACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD-INSTALLATION MAY BE I op¢(i
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON BISPECOQN. ANCHOR SPACING i O 6t m
ANCHORSSTRUCiUI2E7 Et.18ED G DIST. ,.L O°� R
3 ffLC SLEEVE BY HIL. CON- i 1-1 4 ! • t V tr es
3 6"CONFLEX eY ELCO FILLED BLOCK S-3 4 O
5/16-X 1-5/6" 3 8'DYNABOLT BY Ltk� TANG. 1-1 2 ! 2-3 4 i�F C7
/ SCREWS
� STEEL 12'CD. M�SUPPORT STRUCTURE L D�P0�0 BY OTF04 3 POWER-BOLT BY POW -CAtFC. 2'� (W ��O g^
BY DOOR SYSfEk S �57FEYE-,ALL BY 5 CONC. 1-1 2 m•..
CONCRETE Frs-3000 PSI MIN. j o
8/10'DLI,BOLTS C-G0 GROUT FILLED BLDCK I'm 20DO PS MIN, I O =f
WOOD RUCK CONNECTION TO MASONRY "°•' AT WASHER A NUT
EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SK14LL BE ANCHORED TO t
GROUTED REINFORCED MMNRY BLOCK WALL OR CONC.COLUMN WITH
1/4'ULTRACOtd BY'ELCO'WITH SPACING OF 4.
t0'0.-INTO GROUT'FILLED BLOCK WALL WITH 2-1/4'MIN.EMBED I $ m
EDGE A_DIST.
f0'O.C.IMO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EIdBED %2-V X 14 OA c�
3'MIN.EDGE DISTANCE 1-1/2' i 1-1J2" CONI STEEL Gt.E
1 4'TAPPER BY'POWM'WITH SPACING OF jt 12 GA GALV.STEEL O
i c
e{OC.
INTO GROUT FILLED BLOM WAALLLt,,WITH 1-1/2'WILL EMBED � FLAT BRACKETS t3'LONG
10.O.C.INTO moo PSI CONCRETE.tWh1 1-3/4'MIN,EMBED 1/16'X 2-1/2 33 AT 12"a-N WOR oPn6. 2-1 6 X 1'X 14 GA. < $a
r MIN.MOE DISTANCE FILLET WELDS i W STEEL TRICK
SJB'IONFLEX BY'FICO-OR AT 12'O.C.LU%. AT 18'O.C.ABOVE DOOR OPN(i FASTENED TO TRACK PLATES
CONNECTED TO CONT.ANGLE W 2 1/4-20X5/6"TRUSS HD.
3/6'LOT BY'tF!!'WITH SPACING OF W/(3)SPOT WELDS AT EACH SDE %A N.S.11"NK NUT -
22" 1/
-C.IMO 3WO PSI CONCRETE.WITH 2- 2'MN.EMBED
3"MIN.EDGE DISTANCE SMd1w D c ANGLE TRACK BES CONTINUOUS ANCL.E TRACK
SLEVE BY'HILD'WITH SPACING OF TO WOOD BUCK
3/8'H!C E
ffi.51" m CONCR@1e AND FI I FD rxhe
B•0.-DRO GROUT FILLED BLOCK WALL WITH 1-1/4'MIN.SAM,4'MIN.EDGE 05T.
12'O.C.INTO 300D PS CONCRETE.WITH 1-1/4•MIN.EMBED AND I�ttll 11/PP
2-t/2' IN.EDGE OISTNdCE ALTERNATE TRACK.INSTALLATION e,.,, ,,,, �ry
Iii b..v s z t W.........
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHGECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
ELY WOR SYSTEM. AMMct�InatW Q t if
FOR DOOR RWLACENENT IN RETROFIT BUILDINGS W TH NO ENGINEER OF ii b
RECORD,DOOR INSTALLATION WAY BE KVIEWEO AND APPROVED BY � .�4� .. .
OF
BUILDING OFFICW.UPON INSPECTION. '•4(r�~ dTolring m
05-03
MWW UUM IM `)LOAD�u S-(18.I X 444!x%2-3"3612
�per //�/ aLjL1l sheet aof 5
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DOOR PANEL CHAPTER 26 OF FBC 4
24 CA.(.024)STEEL MW. SEE EVIDENCE PAGE Z..k..•-•_..`
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7/16'�WASHER
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( [S X 314'SUS 21 3/4'
t -O 3/8 ROU ENDS mm176 .�D
AND 7'O.C.MAX. WOW.WiD7H I
i ) i ! i * EXTERIOR FRAME * MTERIOR FRAM 0-0
18 1/8° RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
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7/16"OIA WASHER .._.._.._.._._._..____.._.._.._.._.._.._.._.. rx1C . ..
DOOR PANEL EXTERIOR 1......... ....
24 CL(.024)STEEL WKDOOR PANF1 15/16'MIN. D.L OPG. TE OF j: dfaMlnq no.
24 G4.(.024)SM MIN. GLAZING SITE �i� D!!,✓'n��` 05--03
lnrmoa WIDTH �i 111V1�1111� sheet Sof 5 7
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