HomeMy WebLinkAboutNOA - STEEL SECTIONAL GARAGE DOORM IAM I•DADE
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
DAB Door Company, Inc.
SCANNE® 0
12195 NW 981 Avenue
BY
Hialeah Gardens, FL 33018
8t Lucie Cot,,
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
MAR 01 2019
SCOPE: y S�T, WCie County, Permitting
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 (AHI).
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 8241811 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 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
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 sball 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.
INSPECTIONi -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 I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
M1AM14=E COUNTY
\V,\
ol
NOA No.17-0919.11
Expiration Date: March 29, 2022
Approval Date: December 14, 2017
Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
L' % Evidence subp iitted 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 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-08-2149AB, 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 084182, 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-Sella, 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 G40 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 a
07/24/2014, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-012& 06"
2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B:C
2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E. .
\ • L 61, II.L-
Ishah L Chanda, P.E.
Product Control Examiner
NOA 'No.17-0919.11
Expiration Date: March 29, 2022
Approval Date: December 14, 2017
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
j
07/17/2018.
2.
Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/1.4/2014 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 !SO-Cl 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 09/2712004, 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
11/29/1004 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 "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by L L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5t' edition (2014) FBC and of no financial
interest issued by AI-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
1. Notice of Acceptance No.17-0221.06, issued to Insulfoarn, 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 (50' 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
I
E -3
7-1/2' X 2-1/4' X 18 GA
GALV. STEEL CENTER HINGE --- PUSH
W/ (4) J14 X 5/8' SMS
® WITHOUT DELRON SLEEVE (STD.)
® 7-1/2' X 3' X .071" GAIN. STEEL 00 1
END ROLLER HINGE
w/ (6) 014 X 5/a• sMs ' Its 0
WITHOUT DELRON SLEEVE
WITH DELRON SLEEVE (OPTIONAL
° 7-1/2' X 2-1/4• X .071• 1\ ®__--
GA.V. STEEL CENTER HINGE
° W/ (4) #14 X 5/8' SMS 2/ DOOR
® WITH DELRON SLEEVE (OPTIONAL) ----
°
CENTS —HINGE ; I 1' W X .1S THK. LATCH
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES) �'E
FASTENED W/ (4) 014 X 1/2" S.M.S. \�
---5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GARAGE DO
158 OVL
W/FABMM 5
6•x3"X0.1'
STEEL PLATE
WITH (6) 014 X 5/8' SMS
BRACKET BRACKET
STD. LIFT DOOR LODOOREEO TION
7-7/8' X 3-1/8' X .010'
STEEL PLATE
WITH (4) 014 X 3/4' SDS
TOP FIXTURE 5-1/2' X 2-3/4' X 0.1'
NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH .
(6) 114 X 3/4' SELF DRILLING SCREWS
CENTER STILES
C= c _M 'A' 7\
OPTIONAL DOOR NEWER
TO BE INSTALLED AT
ANY CENTER SDLE7 .
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VENT LOP"ONAL FLUSH FACE
7' D.C. MAX. COLONIAL DESIGN3 WOOD GRAIN DMIGM L—A
EXCEED
CENTER STILE
OUTSIDE
HANDLE END STILE
° LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8' SMS
° Q AST X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
OPTIONAL
LACK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
1H—Z
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40.0 PSF
raanucraevTTre� - 4-4.0 PSF
#14 X 3/4' SELF DRILLING SCREWS MAY BE USED mnz�!m
IN LIEU OF #14 X 5/8' SMS DAB DOORS INC.
I1!m Hurricane Master®Model 824/811
Sk Max. Size 18'-2' X 16'-0" High
With Window Lite Option
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
REQUIREMENTS OF THE 2014 (5TH EDIT10N)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA SLOG. CODE & ADOPTED STANDARDS.
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, Le.- 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
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
DOOR TESTED IN ACCORDANCE WITH THE -REQUIREMENTS OF FLORIDA
BUILDING CODE, TAS-202. TAS-201 & TAS-203 FOR WHZ AND
ASM E1886-05ASTM E1996-09.
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rowing no.
05-03
TOTAL I! OF
DOOR
'U' BARS AT
HEIGHT
CONSISTS OF
EACH DOOR
6'-60
2 SECTIONS 18"
2 SECTIONS 21"
6•-9"
1 SECTION 18'
3 SECTIONS 21•
5
7'
4 SECTIONS 21'
-
7'-6'
S SECTIONS IV
-
7'-9'
4 SECTIONS 1B•
1 SECTION 21'
8'
3 SECTIONS 18'
2 SECTIONS 21•
8'-3'
2 SECTIONS IS'
3 SECTIONS 21'
6
8'-8•
1 SECTION 18"
4 SECTIONS 21'
8'-9'
5 SECTIONS 21•
-
9'
6 SECTIONS 18•
-
9'-3"
5 SECTIONS 18"
1 SECTION 21•
9'-6'
4 SECTIONS 18'
2 SECTIONS 21'
.9'-9•
3 SECTIONS 18"
3 SECTIONS 21•
7
10'
2 SECTIONS 18'
4 SECTIONS 21'
IW-3"
1 SECTION 18'
5 SECTIONS 21"
10'-6"
6 SECTIONS 21'
-
10'-9'
6 SECTIONS 18'
1 SECTION 21•
11'
5 SECTIONS 18.
2 SECTIONS 21"
11'-3'
4 SECTIONS 18'
3 SECTIONS 21'
IV-8'
3 SECTIONS 18°
4 SECTIONS 21•.
8
11'-9.
2 SECTIONS 1B•
5 SECTIONS 21•
12'
S 18"
6 SECTIONS 21'
12'-3'
NS 21'
-
12'-6•
NS 18'
2 SECTIONS 21'
12'-9"
NS 18"
3 SECTIONS 21"
13'
NS 1B•
PEONS
4 SECTIONS 21'
13'-3'
NS 18"
5 SECTIONS 21"
9
13'-6'
NS 18'-6
SECTIONS 21"
13'-9'N
19"
7 SECTIONS 21"
14'
8 SECTIONS 21•
-
14-3"
6 SECTIONS 18'
3 SECTIONS 21"
14'-6'
5 SECTIONS 1B'
4 SECTIONS 21"
14•-9'
4 SECTIONS iB•
5 SECTIONS 21"
10
15'
3 SECTIONS 1e
6 SECTIONS 21'
15'-3'
2 SECTIONS 18"
7 SECTIONS 21'
1 SECTION 18'
8 SECTIONS 21'
-9.
9 SECTIONS 21•
-
CENTER STILES
TO" TO 9'-10'
DOOR WIDTHS
10•-0" TO 11'-10'
DOOR WIDTHS
®®®®
IL 12'-0' To 13-10' '
DOOR WIDTHS
14'-0' TO 15'-10•
DOOR WDTHS
15'-11' TO 18'-2'
DOOR WIDTHS
SCHMILE 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
► OF CENTER STILES
8'-0' TO 9-10•
1 2
10'-0' TO I V-10'
2
12'-0' 70 13'-10'
3
14'-0• TO 15'-10"
4
15'-it' TO 18'-2'
5
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05-03
1/2' X 1-3/4' X 16 GA
FORMED NBE O TOP
OF EACH PANEL
16 GA X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ 'TWO j 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR / 14 X 3/4' SELF DRILLING SCR
2-1/4' X 3/4' X 2'
D_ U.BAR REINFORCING TRUSS
OF PANEL TRUSS FASTENED TO
NTERMEOIATE STILES W/ TWO
6" S.M.S. AND TO END STILE
#14 X 3/4' SELF GRILLING S.
1ST SECTION (BOTTOM)
REINFORCING TRUSS
TWO AT BOTTOM PANEL
OPTIONAL STOP MOU
BY DOOR INST.
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16' X 1-5/8- LAG, SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
1.9' X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
16 GA. X 2-1/4' % 3/4' X 2'
GALV. STEEL OAR REWFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO l 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELF DRILLING SCR
INTERMEDIATE SECTIONS
REINFORCING TRUSS
ONE AT EACH PANEL
4 X 5/8" SMS
PER HINGE
1/2' X 1-3/4' X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO (4) 3,
END STILE WITH 3/16' POP RIVETS O 12' O.C. POP R,
AND PUNCHED FLAPS
3/4' X 1-7/8' X 2-1/2' X .049'
STEEL CENTER STILE,
rFOR QUANTITIES SEE SHEET 1
(GLUED AND RIVETED TO PANEL
r4/1HNGE/8' S.M.S. POP
2.
FLAPS BENT OVER
1/2' PUNCHED
O
3/16' POP RNET5
AT 4' O.0
(8) FOR 21" SRLEE
5 FOR 18' STILE
16 GAX2-1 4"X 3/4'X2"
GALV. STEEL U.BAR REINFORCING TRUSS i N
TRUSS0 FASTENED TO VERTICAL INTERMEDIATE STILES
W/ 1W# 14 X 5/8' S.M.S. AND TO END STILE I'
W/ FOUR / 14 X 3/4" SELF DMUJNG SCR.
TOP SECTION
REINFORCING TRUSS
ONE AT EACH PANEL
3/4' X 2" X 2-1/2' X .049' STEEL
D STILE, CONNECT TO PANELS WITH
FLAPS AND 4) 3/IS' ALUM RIVETS
SEE DETAIL
' (%3p 4, BOTTOM
' Q
STEEL TRACK 7-1/0 X 3' X .071' 7-1/2' X 3" X .071"
14 GA X 2-1/8' X 1' (STANDARD) GALV. STEEL CENTER END ROLLER HINGE
12 GA X 3-5/16' % 1-1/2' (OPTIONAU 7/16' PUSHNUT HINGE 1.82' DIA. X .50" STEEL ROLLERS
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82' DIA. X .SO" NYLON ROLLERS (OF
W/ 1 4-20 x 5/8" TRUSS HD. INTERIOR SIDE 2.75' DIA X .50' STEEL ROLLERS ( P
M.S. k LOCK NUT 2.76' DIA. X .50" NYLON ROLLERS (OF
SECTION B-6 WITH 5
n
IEND
O
O :1 _ R
M�°
STILE
.024' STL PRIVET. J O co m N
OUTSIDE OF DOD O 0 3 N
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Ln Y
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0
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apt L
O
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE' Hp.
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL o
P J cew„arvo t1-o41 .11-
Cag1a1L�0ote 312J11'Y�..
3/8" POWER -BOLT BY 'POWERS'-
\2" MIN. EMBED INTO CDNC. �S�` �� o •� -
2' MIN. EDGE DIST.>y Rb AO/ILL'1 a'
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
`\\\\11111117jT�' �
1 NUT SS BOLT
�; TE OF: drawl
Ttoffio 05-03
RIVETS
2-3/4' X 5-1/2' X 3' X .104'
GALV. STEEL
/TTGP ROLLERBRACKET ON EACH SIDE
FASTENED W/ (6) 13 14 X 5/8" S.M.S.
090 THK GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5//16-18 X 3//4" HEX HEAD
M. SCREWS & NU(5.
117
:% TOP BRACKET
5/16' X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4' EMBED INTO MASONRY
3 PER BRACKET
2-1/2" X 4-1/4' X 13 CA. STEEL PLATES'
WELDED TO 1-1/2" X 1-1/2' X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
LOW HEADROOM DOOR
iORIONTAL REINFORCEMENT
\
1U' X
8' FORMED STEEL2EDP4ELA.D
T1-3/X
FASTENED TO
2' X 5-1/2" X .104'
VERTICAL STILES WITH
GALV. STEEL
,2) 3/16' POP RIVETS FASTENED W/ [4) B 14 X 5/8' S.M.S.
TOPP ROLLER BRACKET
HORIZONTAL REINFORCEMENT
FOR
LOW HEADROOM DOOR OPTION
1/2' X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/1 S' POP WM
5/16" MEETING RIB
1.82' DL4. X .50' ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
ISG-25 POLY-ISOCYANURATE
'DENSITY' = 2.0 PCF
N.OA J16-1108.04
OR
DENSITY = 1.03 PCF
N.O.A. #15-1203.04
OR
BY 'INSULFOAM LLC'
DENSITY - 0.92 PCF
N.OA 117-0221.06
w ROLLER HNC FASTENED
W/ (6) f14 X 5/8' SMS
" MIN..024' ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 10
WITH PRIMER AND SAKED-ON
POLYSTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL
12 GA GALV. STEEL.
/BOTTOM BRACKET FASTENED
W/ (4)#14 X 5/8' SMS
O BOTTOM SEAL op-noNS
/-SEE SHEET 4
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
2 X 2 X 1/8" HORR. -ANGLE
HORIZ TRACK SUPPORT. SPOT WELDED TO HORrZ. TRACK
CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2' APART
EXPEEDING 8 FT. IN HEIGHT FIRST AT 3' O.C.
11 A �-- -I REST AT 9' O.C.
CONNECTED TO FLAG BRACKET ANGLE
f 1
l� V
!
M
o
m
Z m
• W/ 3/B-16'X 3/4' BOLT & NUT
A + J AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8' BOLT & NUT
Q ? 'Y.
tA2
TALI TRACK LENGTH =OPENING HEIGHT PLUS 12'
a �q
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VERTICAL TRACK
r14 GA. GAIN. STEEL TRACK 2-1/8" X 1" X .080'
SEGnON A —A
pCN I•
yy
amp
Q 6G�
DOOR
HEIGHT
SECTION
HEIGHTS
BRACKET
PLACEMENTS
_
ILQ z U) r
4881
d
1ST
2ND
3RD
4TH
STH
81
82
B3
B4
B5
B6
B7
88
W-0'
I
I
18'
IS'
N/A
1" TO 2"
11 -3 4'
0
34"
45'
56"
6'-6'
21'
18"
18.
21"
N/A
1' TO 2'
11-3/4'
23'
34"
45"
56"
m
7'-O"
21'
21'
21"
21"
NIA
1' TO 2'
11 -3/4"
23"
34"
45"
56"
8'-0'
21'
18'
18"
18'
21"
1' TO 2'
11-3/4'
3'
34"
45'
S6'
87"
78-1/4"
I II II *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
o:
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
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co
PRIDDUCPpEVi88D
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1i
1STEEL TRACK X 3.3" X .090" 4i1�P WNY 8Y Rb1W►
U
m 2-3 16' HIGH As1�1'yce N4A�al
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06
E
CONNECTED TO TRACK WITHi.-
BOLTS &NUTS.r
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TRACK CONFIGURATION
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VERTICAL LJf7 HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
8
o
AVAILABLE TRACK OPTIONS
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_
`1`71f 111111VYVV'
Y
vGEMQF''•'1%
I c� OF F
dro i
z
Z
1-1/2' MIN.
I E DIST. g
3 4'
IN
M/EDGE
Dom•
I m
t8 X 1'
SELF DRILLING SCREWS
OR
3/16' 'RNDC STEEL RIVETS
ED EMEM
' X 1-3/4' X .058"
ED STEEL
X 1"
SELF DRILLING SCREWS
'RVEW
y
c
$ m
o
MULTICRIP W/ DOME HEAD
AT 48' O.C.
18- STEEL RIVETS
ULMGRIP W/ DOME HEAD
3 \�3REINFORCEMENT
^I
411' O.C.
JkF
1/2" X 1-3/4' X .058'
FORMED STEEL
0.1/4'
DIA. LAG SCREWS �.
1/4' DM. LAC SCREWS
ODS
WOOD SU
OM ENDS WOOD BU
I
I AND 12R O C. MAX.
AND 1" D C.MAX.W'STRIPAINUM
ADAPTERO18rRUBBER
W'STWPPING
R W'STRIPPING
a g
_
IL
..050 040
Z.
.534 .700
348
Q a 21. 0
OPTION 'A' \�-� OPTION
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVTIY 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/DESIGN
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.
5/16' X 1-5/8-
LAG SCREWS
AT 12' O.C.
WOOD BUG CONNECTION TO MASONRY °•
v. .
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO T
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1
1/4' ULTRACON BY 'ELCO' WITH SPACING OF
10' O.C. INTO GROUT FILLED BLOCK WALL. WITH 2-1/4' MIN. EMBED
10' O.C. INTO 3000 P51 CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE 1-1/2-
1/4- TAPPER BY 'POWERS' WITH SPACING OF
e" O.C. INTO GROUT FILLED BLOCK WALL. wTTH 1-1/2' MIN. EMBED
10' INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED '
3" D.C.MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8' LDT BY 'TIW' WITH SPACING OF
2Y O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED
3' MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK
3/8' HUD SLEEVE BY 'HILT' WITH SPACING OF TO WOOD BUCK
B' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
12' O.C. INTO 300D PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
271/2" MIN. EDGE DISTANCE
PREPAROON OF JAMBS BY 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 BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE RENEWED AND APPROVED EK
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (18.16' X 40 PSF)/2 - 30.2 Lbs per FL
MAXIMUM INIIIBOR(-) LOAD PER JAMB = (18.16' X 44 PSF)/2 - 399.5 Lbe per R.
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
BOTTOM SEAL_ OPTIONS
ANCHOR
SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DiSi.
319m HLC SLEEVE BY HILTI
CONC.
�1-1/2--
CONCRETE
Vc - 3000 PSI MIN.
5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f m = 2000 PSI MIN.
'I'm WASHER h NOT j
AT I O.C. MAX. �....e ..,c.
���� v '
1-1/2' CONY.4wSTEEL AHGIEX 14 CA 1-7/2:
r-12C0. GALV.BRACKETS
STEEL
RAT BRACKETS :brDOOR
LONG 2-1_/8" X 1' X 14 GA.
7/16" X 2-1/2 AT 12" O.C. IN DOOR OPNG. Vv
FILLET WE 1 OS AT 18' O.C. ABOVE DOOR OPNG, ' ' STEEL TRACK
AT 12' O.C. MAX. CONNECIID 1D COAT. ANGLE FASTENED TO TRACK PLATES
W/ ((2) 1//4-20X5/8' TRUSS HD.
W/ (3) SPOT WELDS AT EACH SIDE SCO7'IED IAS. &LOCK NUT
REVERSE TRACK CONTINUOUS ANGLE TRACK
TO STEEL TO CONCRETE AND FILLED BLOCK
L111111111///
AI TERNATE TRACK INSTALLATION
IAROBDer116zvtlT� �0111
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A NC ^04ti• it =* N 7OB92 : Si
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MIFWA OF
Hil k Itl
drawing n0.
05-03
IC
DOOR PANEL
24 GA. (.024) STEEL MIN.
v
D11. WASHER
pa X 3 4SMS
O 3/8 FROM ENDS
AND 7" O.C. MAX.
(4) fS X 3/4' SMS
` O 1-3/8' FROM ENDS
\ AND 6-1/2' O.C. MAX.
175 X .062 DEEP
GROOVE
1/4' POLYCARBONATE LEXAN
BY 'SASIC INNOVATIVE PlAStICS'
NOA J1S-0915.08
X .062 DEEP
VE
(4) #8 X 3/4" SMS
.O 1-3/8" FROM ENDS
AND 6-1/2' O.C. MAX.
�a8 X 3/4' SMS
FROM ENDS
\ AND 7' O.C. MAX.
`7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.500
r-_{-.250�
1 1
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J
10
Z
1.765
1.725
Q a 4 (p
F:
1.144
d T�1YY
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1—I^--'800
°
.176
* EXTERIOR
FRAME
* INTERIOR FRAME
91 C
C) d
RIGID PVC ONE PIECE INJECTION
IRIGID PVC ONE PIECE INJECTION
11
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S
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
AB X 3/4" SMS C
O 3/8' FROM ENDS 175 X .062 DEEP
AND 4-1/2' O.C. MAX. GROOVE
� '� Al0D11EPq#1yffi� .
6AwiWelNh1Z'� �c1•�) t;:::-; C;:;oJ
-------------------- F4\�M . I _,%, �\mi
DOOR PANEL
24 GA (.024) STEEL MIN.
MIN.
EXTERIOR
lsrllillill
s
O
drawing no.
�` 05-03
sheet 50f 5