HomeMy WebLinkAbout17101813 - 8' NOA 50-60 M1AMFDADE MIAMI-DARE COUNTY
- c PRODUCT CONTROL SECTION
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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
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 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 Miam 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 beer. 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 9'-4"Wide w/
Window Lite Option (DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09 REV L,titled"Sectional Garage Door", sheets 1 through
5 of 5, dated 02/01/2001 and last revised on OCT 05,2017,prepared by Al-Farooq Corporation, signed and
sealed by Javad Abroad, 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
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 revises NOA# 16-0330.02 and consists of this page 1 and evidence pages E-1.E-2 and Er3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
NOA No. 17-1018.13
eniAnn�an�coin Expiration Date:August 9,2021
Approval Date:December 14,2017
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001, with last revision K dated 03/21/2016, 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, Lauding 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 2411 3.2.1, 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.
"Submitted under NOA # 09-0I28.04"
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. Font, P.E.
"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 sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina, P.E.
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.
Isbaq I. Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.13
Expiration Date: August 9,2021
Approval Date: December 14,2017
E- 1
DAB Door Companv,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #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 Al-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, 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. 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-Ci 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 hic,for
their. Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring or,02/24/2021.
"Submitted under NOA #03-0228.02"
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. IIETI 04-A002, dated 09/27/2004, signed and sewed by Rafael E.
Droz-Seda, 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 5' edition(2014)FBC and of no financial interest
issued by AI-Farooq Corporation, dated 03/21/2016, signed and sealed by J`avad Ahm`{a`d, P.E.
Ishaq _Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date: Aueust 9,2021
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. 01-09 REV L, titled"Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001 and last revised on OCT 05,2017, sheets I through 5 of 5, 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, TLC, for their
insulfoam Expanded Polystyrene Insulation, expiring on i l/29/2022.
2. Notice of Acceptance No. 15-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO-CI Polyisocyanurate Insulation, expiring on 01/11/1-022.
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. STATEi4IENTS
1. Statement Ie er of conformance tc FBC 2014 (5'b Ed Lion) and FBG 2017 (6"Edition),
prepared by Al Farooq Corporation, dated 10/05;17, signed and sealed by Javad A.rmad,
P.E.
F. OTHER
1. This NOA revises NOA# 16-0330 02, expiring 08/09/21.
Ishaq I. Chapala, P.E.
Product Control Examiner
NOA No. 17-101813
Expiration Date:Angust 9,2021
Approval Date:December 14,2017
E-3
7-1/2" X 3" X .071" GALV. STEEL TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" U o
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT w
FASTENED TO END STILE WITH 0
W/ (6) #14 X 5/8" SMS ,'� (6) #14 X 3/4" SELF DRILLING SCREWS OPTIONAL DOOR VIEWER I
WITHOUT DELRON SLEEVE (STD.) p \` TO BE INSTALLED AT 0
WITH DELRON SLEEVE (OPTIONAL) / �\ CENTER STILE Z r w
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% (4) #14 X 5/8" SMS
\\ WITH DELRON SLEEVE (OPTIONAL) B - 6 0 0 m 0 Q w N U. o
LOCK
\ _ 2/ DOOR ro 00 0 0 Q W T r
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0 \ W Z N
1" W X .15" THK. LATCH 1
\ STANDARD LOCKco
\� SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S. °� `0
U 0
-- 5/8" MIN. LOCK ENGAGEMENT 0 C M
CONFORMS TO SECTION 1008 REGARDING GARAGI` DOORS LI
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DOOR HEIGHT CONSISTS OF `\\�� \�� Q U 0
6'-6" 2 SECTIONS 18" 2 SECTIONS 27" .158 DIA. GALV. AIRCRAFT TYPE i �\ i ® `\ ` e L y A O c o
6'-9" 1 SECTION 18" 3 SECTIONS 21" CABLE & NICO-PRESS SLEEVE \ / \ OPTIONAL VENT 0 O N
W/ MIN. 5 TO 1 SAFETY FACTOR t 11 1 i (3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE 00 Z
7' 4 SECTIONS 21" - I
w O+ i OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN ¢7 0 0
7'-3- - - 120 SQ. IN. COLONIAL DESIGN I/7 m
7'-6" 5 SECTIONS 18" - 6" X 3" X 0.1" m -
T-9" 4 SECTIONS 18" t SECTION 21" STEEL PLATE \ 11J / \\ / ' MAX. DOOR WIDTH 0 N =
8' 3 SECTIONS 18" 2 SECTIONS 21" WITH (2) #14 X 5/8" SMS �� 0 �� �� p ��
8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 9 -4 0
8'-6" 1 SECTION 18" 4 SECTIONS 21" - --
8'-9. 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC.
s' 6 SECTIONS 18" - STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master® Model 824/811 E E E
9'-3" 5 SECTIONS 16" 1 SECTION 21" DOOR OPTION w w w w m
9'-6" 4 SECTIONS 18" 2 SECTIONS 21" Max. Size 9'-4" X 16"-O" High
m
9'-9" 3 SECTIONS 16" 3 SECTIONS 27" 7-7/8" X 3-1/8" X .010" With Window Lite Option m ONO
10' 2 SECTIONS 18" 4 SECTIONS 21"
STEEL PLATE #14 X 3/4" SELF DRILLING SCREWS MAY BE USED c
10'-3" 1 SECTION 18" 5 SECTIONS 21" CENTER STILE WITH (4) #14 X 3/4" SOS IN LIEU OF #14 X 5/B" SMS o
DESIGN PRESSURE RATING = + 50.0 PSF - Z < o
10'-6" 6 SECTIONS 21" - - 60.0 PSF m
OUTSIDE GENERAL NOTES m 0 0 0 0 Qm
10'-9" 6 SECTIONS 18" 1 SECTION 21" HANDLE END STILE m 0 0 0 0
11' 5 SECTIONS 18" 2 SECTIONS 27" 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
11'-3" 4 SECTIONS 18" 3 SECTIONS 21" REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND
11'-6" 3 SECTIONS 18" 4 SECTIONS 21" BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E1886-05/ASTM E1996-09.
IV-9" 2 SECTIONS 18" 5 SECTIONS 21" LOCK BAR GUIDES
12' 1 SECTIONS 16" 6 SECTIONS 27" INSTALLED ON END STILE 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o o o o o
12'-3" 7 SECTIONS 21" - AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT °
WITH (4) #14 X 5/8" SMS '>
12'-6" 6 SECTIONS 18" 2 SECTIONS 21" Q MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a� 0
12'-9" 5 SECTIONS 18" 3 SECTIONS 21" .18T X .6W LOCK BAR 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a
73' 4 SECTIONS 18" a SECTIONS 21" ON EACH AGES ISI E OF DOOR 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT ��`®\\111111M1 7>i
13'-3" 3 SECTIONS 18" 5 SECTIONS 21" / q AH i E I
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � "°'°°•��
73'-6" 2 SECTIONS 18" 6 SECTIONS 21" i s
13' 9" 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. _ °° vxoENSLF
14, 8 SECTIONS 21" - LOCK BAR LOCKING SHOWN 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION o
14'-3" 6 SECTIONS 18" 3 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY pftaU,C f REV ISM .7 592
14'-6" 5 SECTIONS 18" 4 SECTIONS 21" LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR _ °
14'-9" 4 SECTIONS 18" 5 SECTIONS 21' WATER INFILTRATION RESISTANCE ETC. >�fiw""m
wit474e �0J pia 90
15' 3 SECTIONS 18" 6 SECTIONS 21" CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, h mNo 17-/018.13
15'-3" 2 SECTIONS 18" 7 SECTIONS 21" AND TO BE REVIEWED BY BUILDING OFFICIAL. Flgt Dxac O� ®� �TI E0� °��2ga drawing no.
15'-6" 1 SECTION 18" 8 SECTIONS 21" i �� °° < 1®°.°° �0 �� 01 09
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION se
s s9° 9 SECTIONS 21" -6 SECTIONS 78" 4 SECTIONS 21" N� ACCORDANCE
COMPITH LY WITH SECT SECTION 9709.9.2 FLORIDA BUILDING CODE. bg
27Yi��® 'AL 11111
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24 GA. STEEL PANEL
3/16" ALUM RIVETS O
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER N
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16' X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE n(FULLY THREADED) POSITIONED AT EYE LEVEL END STILE 0:
ONE PER BRACKET O ti 00 o
OPTIONAL STOP MOULDING ANCHORS AT TRACK BRACKET: o o
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/8" DIA, POWER-BOLT BY 'POWERS' w — n .X.
.
TO MASONRY SEE NOTE ON SHEET 4 2" MIN. EMBED INTO CONCRETE Q j M7
1-7/8" MIN. EDGE DISTANCE O Q Ll
#1PER HINGE SMS 3/4" X 2" X 2-1/2" X 18 GA. STEEL B 3/8" DIA. HLC SLEEVE BY 'HILTI' C7 a (
END STILE, CONNECT TO PANELS WITH ) —
1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q O rn
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE Z U
0.55 S.G. EDG -DIST.°. END STILE WITH 3/16" POP RIVETS ® 12" O.C. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK O_ o ,n
O O
Z
4 1-7/8" X 2-5/8" X .045" STEEL EDGE CONCRETE f'c = 3000 PSI MIN. N rn p 0
d
CENTER STILE, GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. m 6 `-
TO PANEL W/ (4) 3/16" RIVETS Q cV =
1 1/2" MIN. POP RIVETS 1 _
#14 X 5/8" S.M.S. -�; ;�> .�11_3/76 as imp Tg wftb theF
4/ HINGE o 1
I \• A " ce No t7^d6` •62y
1-3/16" i U w w m
ANCHOR TYPE A ORB 0 ~ w w w o
1.9" X 2.19" X 3.3" X .102" /(l) PER BRACKET Qz z z z o
STEEL TRACK BRACKETS
SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING `o `o
m 0 0 0 011� n
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1/4-20 SS BOLT & NUT c M m
7-1/2" X .071" GALV. STEEL •9 o o o
CENTER HINGE 7-1/2" X 3" X .071" -0 _ -
SECTION B—B END ROLLER HINGE 19li91998 0
7/16" PUSHNUT A0 //
INSTALLED ON ROLLER SHAFT `��X\���,•�`,�� ®,,/i o
0EN9S
INTERIOR SIDE 1.82" DIA. X .50" STEEL ROLLERS (STD.)
STEEL TRACK ®® o
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) m ® A®592
14 GA. X 2-1/8" X 1" (STANDARD) e >.
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) s v n
12 GA. X TO TRACK
X 1-1/2" (OPTIONAL) e •, e c c
FASTENED TO TRACK PLATES 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) � � • v a m v` u
W/ 1/4-20 X 5/8" TRUSS HD. WITH 5" STEM �® 0
SLOTTED M.S. & LOCK NUT
®�•,• S 4EOP fig` drawing no.
2 X 2 X 1/8" HORIZ. ANGLE r' m
2" POP RIVETS` 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK U
2-3/4" X 5-1/2" X 3" X .104" 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2" APART rn
GALV. STEEL / o
TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY EX�yEEDING 8 FT. IN HEIGHT FIRST AT 3" O.C.
3 PER BRACKET II A REST AT 9" O.C.
FASTENED W/ (6) # 14 X 5/8" S.M.S. _ _ o
CONNECTED TO FLAG BRACKET ANGLE
.090 THK. GALV. STEEL ADJUSTABLE W/ 3/8-16 X 3/4" BOLT & NUT C F M
SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH 2 a
W/ 5/16-18 X 3/4" HEX HEAD _ _ WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A J (2) 1/4-20 X 5/8" BOLT & NUT f w to <
M. SCREWS & NUTS. FASTENED TO TRACK - - a 2 � N 0
+ TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O wW> N M
(STANDARD) a W cq
w
TOP BRACKET
LOW HEADROOM DOOR
VERTICAL TRACK w M
x 14 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080" pri
N SECTION A—A C p — M o
w HORIZONTAL REINFORCEMENT C lY o
om x 1/2" X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104" a p p ��Q
w GLUED TO PANEL AND FASTENED TO GALV. STEEL C P
o� d VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. O: C 100
N
(2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR Q w u ,�
LOW HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS IL Lu = °m
i 0 f .,
HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 B3 B4 B5 86 B7 BS J Z M Q w
1/2" X 1-3/4" X .059" FORMED STEEL 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - Q w m 1-
GLUED TO PANEL AND FASTENED TO 0
VERTICAL STILES WITH 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" -
(2) 3/16" POP RIVETS 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - N
7'-6" 18" 18" 1B" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4"
5/16" MEETING RIB 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" N
F' *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM n
_ 1.82" DIA. X .50" ROLLERS x �- �
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
W/ .44 DIA. X 4-1/4" STEM w cxa O 00 o
U
z O DUC f B£Vi CD �; ai io
OPTIONAL INSULATIONS: a °� cumpiy%g with the Figs % < C Q
0 m 1.9" X 2.19" X 3.3" X .090" O L
BY 'DYPLAST PRODUCTS LLC' HSTEEL TRACK BRACKETS ng Gedt )"�-(Q t >`�A C¢.D p•L
i- ISO-25 POLY-ISOCYANURATE W w
2-3/16" HIGH Atct ance Nu 00 m
DENSITY = 2.0 PCF m th wteT _ -T 0 0
N w N.O.A. #16-1108.04 CONNECTED TO TRACK WITH I y Z U N
0 = OR ) 1/4" BOLTS & NUTS. 1 iL• �t O
w BY 'CELLOFOAM NORTH AMERICA' m "et U O Z O N
m a DENSITY = 1.03 PCF LLI p t o
d N.O.A. #15-1203.04 u, m
OR N p] � -
BY 'INSULFOAM LLC' m Q N
DENSITY = 0.92 PCF _
N.OA. #17-0221.06 m O
M o
m w
O o
14 GA. GALV. STEEL. � a U
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8" SMS m N E Q
O ¢
MIN. .024" ROLL FORMED STEEL PANEL o z N o F
DRAWING QUALITY G-40 c z a
MIN. YIELD STRENGTH = 34 KSI o
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION m o 0 o N a
POLYSTER PAINTED TOP COAT
F-
APPLIED TO BOTH SIDES OF STEEL
N W in < in m
o = VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM .`0 0 o
w DOUBLE TRACK > =
o
a - AVAILABLE TRACK OPTIONS `0
12 GA. GALV. STEEL - XX`e®11111eBB/y®'®
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMs a ��.•° 1cE�s�.�� �A o 0
592
BOTTOM SEAL
O SEE SHEET 4 OPTIONS
O
® ® '•. 84 OF �ryY� drawing no.
01 -09
SECTION A—A
3 4" REINFORCEMENT ({ m
IN. 1/2' X 1-3/4" X .058"
FORMED STEEL m
DIST #8 X 1" of
SELF DRILLING SCREWS
Z 1-1/2" MIN. OR #8 X 1" m o
¢ 3/16" 'RIVER' STEEL RIVETS SELF DRILLING SCREWS Z r w
GE DIST. o m OR Q F h m p
om = m N o MULTIGRIP W/ DOME HEAD 3/16" 'RIVEX' STEEL RIVETS
3 w m oo AT 48" O.C. MULTIGRIP W/ DOME HEAD I-
V) 2 N
I a 3 AT 48" O.C. Q a Q ..
REINFORCEMENT O C ` c
1/2" X 1-3/4" X .058" Q W tv m
FORMED STEEL O O ILN %
2BY 1/4" DIA. LAG SCREWS 2BY 1/4" DIA. LAG SCREWS 0 Lu
F a
AT 6" FROM ENDS AT 6" FROM ENDS
WOOD BIJ WOOD BU 1- p M
AND 19" O.C. MAX. I AND 19" O.C. MAX. U N r
I I W'STRIP ADAPTER am > M
ALUMINUM W'STRIP ADAPTER o
STEEL G IL C .i
L
RUBBER W'STRIPPING 0
RUBBER W'STRIPPING 0; O N
Q W W N
tt1 _ O
050 � .040 vt
I � �
.22�C' c� .534 .700 .1 V' mO
Q
348 Q wm2 r
1.750--T 0
m e ptyiny with the Fkwkh
BOTTOM SEAL OPTIONS b0dint Corte
Acceptance N® P7- at It
OPTION 'A OPTION 'B' ExpinWem Date A
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) , o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT O C O
17 ..
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN w 17 x
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q C > I`
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING Of p Q
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. O O_s
3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" B. 1-5/8" J EO m N
3 8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4" 8" 4" Q
3 8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2„ z U -o
O � n
STEEL STRUCTURE BY OTHERS 3 8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1 2" 8" o 2-1/4" H p z O N
5/16" X 1-5/8" 3/8" POWER-BOLT BY 'POWERS' CONC. 2" S. 1-7/8" O O
MUST SUPPORT THE LOADS IMPOSED w p o
LAG SCREWS 3/8" SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 1-7/8" In an o O
AT 12" O.C. BY DOOR SYSTEM 0) m
CONCRETE Vc = 3000 PSI MIN. ¢ N o ..
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 0 —
5/16" DIA. BOLTS
WOOD BUCK CONNECTION TO MASONRY WITH WASHER & NUT 0
�> AT 12" O.C. MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO � -�{ o
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH � ( 12 �
z a L o
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE 1-1//4" X 2-1 2" X 14 GA o w
1-1/2" 1-1/2" CONT. STEEL ANGLE I z o
1/4" TAPPER BY 'POWERS' WITH SPACING OF w a w
14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 12 GA. GALV. STEEL - o a o czi a
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1 16" X 2-1 2' FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA. m z o o a
/ / GALV. STEEL TRACK a m m z
3" MIN. EDGE DISTANCE FILLET WELDS AT 12" O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES
3/8" CONFLEX BY 'ELCO' OR AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-2OX5/8" TRUSS HD.
3/8" LDT BY 'ITW' WITH SPACING OF j
CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED W/ (3) SPOT WELDS AT EACH SIDE
2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o.rn
3 8" HLC SLEEVE BY HILTI' WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK
8/ O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 191&d 01 t 0
2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION ` a®1DIP 4AA
PREPARATION OF JAMBS BY OTHERS o� ��°` eGPN$h
� a
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ° ®��a
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED - g c a
BY DOOR SYSTEM. C ; e '
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY O
BUILDING OFFICIAL UPON INSPECTION. i®�•° 7 OF
�0 drawing no.
°�< 1®�.•- off, 01 -09
MAXIMUM MAXIMUM INTERIOR(-)) LOAD PER JAMB = (9 LOAD PER JAMB 933' X 60 PSF)/2 279.9 Lbs per FL A', LI�
/tslloolal°� sheet 4 of 5
.500 k—�F.250 Q
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
za GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o
m
n w
CZ MN
r W Z D
7.765 1.725I
Q d Q
It 0 7/16" DIA. WASHER 1 144 d uj N .y ro
FC. F
OONm
/ #8 X 3/4" SMS 21 3/4" a w d
O1 i t 0 3/8" FROM ENDS MAX. .176 d a Q Q 0
P` 11 III! I I AND 7" O.C. MAX. WOW. WIDTH O 0. 0 07
a = x * EXTERIOR FRAME * INTERIOR FRAME o t
w < 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
Q w Z LLjl (4) #8 X 3/4" SMS MAX. _ 0
@ 1-3/8" FROM ENDS LLZ M D.L.O.AND 6-1/2" O.C. MAX. o JNw� N � gW 0
H
i
II III A` B C �
.175 X .062 DEEP N
GROOVE
O 0
IIII 0
= O o
III! 1/4" POLYCARBONATE LEXAN —
I! I! BY `SABIC INNOVATIVE PLASTICS' lil ED ED
W
T
NOA #15-0915.08 - Q x
o Q L� o
I . '
OIL
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II
lilt -
III�
11 ! P'RODUCf REVESM
j .175 X .062 DEEP Ytng with tAe w w w m
60$diag Code O x x
GROOVE Acceptance Nu 17'r6j GY`
r III o o o o k's Date C9 0 o
INSIDE ELEVATION "" La
(4) #8 X 3/4" SMS product � `o �
® 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 0 0 ? o w
III I AND 6-1/2" O.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION z J
I #8 X 3/4" SMS
C
I Ijl I 1 @ 3/8" FROM ENDS .175 X .062 DEEP
B % I j AND 4-1/2" O.C. MAX. GROOVE o o 0 0 N o
C 2 O 0 0
\\ I J #8 X 3/4" SMS i� I 0
0 3/8" FROM ENDS — `11\\19IIt B////
AND 7" O.C. MAX. r \����� 0°•A�1� �'O� o
7/16" DIA. WASHER .70592 pp�,q, • o
Li m� :• � e � e 0 V � L
DOOR PANEL
0
24 GA. (.024) STEEL MIN. EXTERIOR
DOOR PANEL 15/16" MIN. D.L. OPG. ®® °• qE®F �'Zpa drawing no.
24 GA. (.024) STEEL MIN. GLAZING BITE e�� ®Rt
WINDOW WIDTH Z7a®�����\�m 01 -09
'a/®fcicta111� sheet 5 of 5