HomeMy WebLinkAboutRevisions; Change Product Approval & NOAFile COPY
OFFICE USE ONLY:
DATE FILED: PERMIT # WJV
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
3603 A-VE-JUE O, F-T- P cE �( 3yc?V4
DETAILED DESCRIPTION OF PROJECT ; 2-e►'(-A c E- 6 n.-A 6 & �002
REVISIONS:
C" (4A�e.0 pQ_o)vCT A? ?e-OV a-�_ 1'52 AJC-«7 6A-Q-AGC- i�002
-,3 )o0e- wa-tc BC : EJ 43 DoOR- c mPa-y -- "OA 0-i-W-V. 1-3
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: e 6c.r 4-l. `f rS( ST. LUCIE CO CERT. #:
BUSINESS NAME: bG L'ANod 3 ur AQtS, :mac
QUALIFIERS NAME: JTb4 6 b O La- r4-OL
ADDRESS: 2-6-9 c)&c-
CITY: S 6-3 ASS STATE: - ZIP: 3 z9 sy
PHONE (DAYTIME): T Z- 22-8 - R -I-Z3 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: 3603
CITY: fo Vr r� ✓e-s cG
PHONE (DAYTIME:
STATE: F-L
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: t l rk
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
ZIP: 3 '�9 `I
STATE: ZIP:
MAWDADE MLIMI DADE COUNTY
® REVISION
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) pp nu, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION filth R- 590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) REVIEW—M-0-MOe.Eov/economy
DAB Door Company, Inc. CODE COMPLIANCE
12195 NW 981 Avenue ST'. 11 "C'IE COUNTY
Hialeah Gardens, ]FL 33018 jo BOG,C J� f
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 aTlowedby the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building. Code,,
including the High Velocity Hurricane Zone.
DESCRRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 914" Wide wl
Window Lite Option (DP +50,0, -60.0 PSI♦
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 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 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 916-0330.02 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 I. Chanda, P.E.
NOA No. 17-1018.13
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, 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 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-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. RETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA #101-0516.03"
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.
�SGa V 2k -
haq L 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 Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 14-0814.04"
I. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07124/2014, 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-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM. G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638"of "PVC Extrusion Material', prepared by,
Hurricane Engineering & Testing Inc., Report No. E ETI 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 51 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.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date: August 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 1 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
1. 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 -CI 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. STATENEENTS
1. Statement letter of conformance to FBC 2014 (5te Edition) and FBC 2017 (6t' Edition),
prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad,
P.E.
K OTHER
1. This NOA revises NOA # 16-0330.02, expiring 08/09/21.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.13
Expiration Date: August 9, 2021
Approval Date: December 14, 2017
E -3
DOOR HEIGHT'
CONSISTS OF
69-e°
2 SECTIONS 19"
2 SECTIONS 21"
6'-9"
1 SECTION 18"
3 SECTIONS 21"
r
4 SECTIONS 21'
-
7•-3
7'-6'
5 SECTIONS 18'
-
7--9"
4 SECTIONS 18'
1 SECTION 21
8'
3 SECTIONS 18'
2 SECTIONS 21'
8'--y
2 SECTIONS 18'
3 SECTIONS 21'
8'-6°
11 SECTION 18°
4 SECTIONS 21'
8'-9'
5 SECTIONS 21"
—
9'
6 SECTIONS lEr
—
9'-3"
5 SECTIONS is"
1 SECTION 21'
9'-6"
4 SECTIONS 18"
2 SECTIONS 21'
91-9"
3 SECTIONS is'
3 SECTIONS 21•
To'
2 SECTIONS 18"
4 SECTIONS 21'
10'-3"
1 SECTION 11i
5 SECTIONS 21'
10'-6"
6 SECTIONS 21'
-
IO,-9"
6 SECTIONS 19'
1 SECTION 21-
, , -
5 SECTIONS IS-
2 SECTIONS 21"
I T'-3.
4 SECTIONS 18"
3 SECTIONS 21'
11'-6•
3 SECTIONS 18"
4 SECTIONS 21'
i V-9"
2 SECTIONS IS'
5 SECTIONS 21"
IV
1 SECTIONS 18"
6 SECTIONS 21'
12'-3'
7 SECTIONS 21"
-
12'-G"
6 SECTIONS te'
T SECTIONS 21'
12'-9"
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18'
4 SECTIONS 21'
13'-3'
3 SECTIONS 18"
5 SECTIONS 21'
IS-6'
2 SECTIONS 18"
6 SECTIONS 21'
119.
1 SECTION 18'
17 SECTIONS 21'
14'
6 SECTIONS 21"
-
14'-3"
6 SECTIONS 18'
3 SECTIONS 21-
1;'-6,
5 SECTIONS 18"
4 SECTIONS 21"
14'-9'
4 SECTIONS 18"
5 SECTIONS 21'
15'
3 SECTIONS 18'
6 SECTIONS 21'
15'-3"
2 SECTIONS 18'
7 SECTIONS 21"
1 SECTION 18'
8 soznONS 21"
15'-s'
9 SECTIONS 21'
-
16'
6 SECTIONS 1B'
4 SECTIONS 21"
7-1/2" X 3" X .071" GALV. STEEL
END ROLLER HiNOF
W/ (6) J14 X 5/8'
WITHOUT DELRON SLEEVE (�
WITH DELRON SLEEVE (OPTIC,
r 1
r
� ° 1
L
� ° 1
1 '
11 7-1/2• X 2-1/4" X .071' i
GALV. STEEL CENTER HINGE
1\ ° W/ (4) #14 X 5/8' SMS
WITH DELRON SLEEVE (OPTIONAL)
` LOCK
/ 2/ DOOR
6'x3"X0.1"
STEEL PLATE
WITH (2) 114 X 5/8" SMS
- �-1' W X .15• THK. LATCH j
1 l\
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8' MIN. LOCK ENGAGEMENT '
CONFORMS TO SECTION 1008 REGARDING GARAG€ DOORS
BRACKET
STD. LIFT DOOR
CENTER STILE WITH
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
n WITH (4) #14 X 5/8" SMS
u AST X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (OPTIONAL)
LOCK BAR LOCKING SHOWN
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
TOP FIXTURE 5-1/2' X 2-3/4" X 0.1'
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4° SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER "STILE
CENTER STILE
F=m-1I I--�I
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D!■�I
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A
A
�
1
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Y
OPrnONAL VENT
OPENING • • EXCEED
120 SO. IN. COLONIAL DESIGN
LOX DOOR WIDTH
••
•.D GRAJN DESIGN
BRACKET INSIDE ELEVATION DAB DOORS INC.
LOW HEADROOM NRAISED PANEL EMBOSSED DOOR Hurricane Master® Model 824/811
DOORMax. Size 9'-4` X 16'-0" High
X 3-1/8' X .010° J14 X 3/4' SELF DRILLING SCREWS MAY BE USED With Window Lite Option
'LATE IN LIEU OF #14 X 5/8" SMS
) �14 X 3/4" SDS DESIGN PRESSURE RATING = + 50.0 PSF
GENERAL NOTES — 60.0 PSF
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR TESTED IN ACCORDANCE WITH THE REQUIRE11 NTS OF FLORIDA
REQUIREMENTS OF THE 2014 (511-1 EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE. TAS-202. TAS-201 & TAS-203 FOR HVHZ AND
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASIM E1886-05 ASIM E1996-09.
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `11111I II11 fff7
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CNN A 7�i
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE { I r• ; �.�. •'••�7i
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE 8: ADOPTED STANDARDS. JGEN8F'••,
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY RilYBUC I'Gky •1
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ..--+rbbawHylL.Drm"
WATER INFILTRATION RESISTANCE INETC.Neil-l01 Kl� CONDITIONS NOT SHOWN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, p 8./3
AND TO BE REVIEWED BY BUILDING OFFICIAL RIPWW f G � TIT OF •��/�
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. E �CO4 V/f[Ifill
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hawing no.
01-09
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE
0.55 S.G. EDC DIST'
t
I 1 1/2' MIN.
1-3/16"
1.9" X 2.19' X 3.3" X -102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
24 G0. STEEL PANEL
41
3/16' ALUM RNEIS
0
Q 11ZZ.. q
a
FLAPS BENT OVER PANEL
(�
OW°CIS
0>
W LL
�n
.024' STL PANEL
1/2" PUNCHED HOLES
0 4" 0_C. I
Q. GK R o
C °' O G S
OUTSIDE OF D00
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1
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I
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m
1
STEEL TRICK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH
BY 'SCHLAGE SECURITY HARDWARE'
I
5/16' X 1-5/8' LAG SCREW
INSTALLED IN 9/16' DIA HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET
POSITIONED A7 EYE LEVEL
END STILE
0
ANCHORS AT TRACK BRACKET:
ti o
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
A) (8' DIA PDWER-BOLT BY 'POW(RS'
2' MIN. EMBED INTO CONCRETE
w
CO
C tov
> M
1-7/8' MIN. EDGE DISTANCE
;�
Q LL
61PER HINGE
3/4" X 2' X 2-1/2' X 18 GA STEEL
D STILE. CONNECT TO PANELS WITH
8) /e' DVi HLG g rcVc BY'HRTi'
C7
E - y
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
J
Z
0 0 ccN
U
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
1-5/8' MIN. EDGE DISTANCE INTO CONCRETE
v
3 a
END STILE WITH 3/16" POP RVETS O 12' O.C.
4' WN. EDGE DISTANCE INTO FILLED BLOCK
0
0 N
z
1 -7/8" X 2-5/6' X .045" STEEL
CENTER SOLE. GLUED AND RIVETED
CONCRETE
CONCRETE f'e - 3000 PSI MIN.
C-90 GROUT FRIED BLOCK Pm = 2000 PSI MIN.
U
W
01
O
o 0 '� o
0, m m
CO -
I
TO PANEL W/ (4) 3/16' RIVETS
DISTANCE I
c-
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0 2 F
P OP RNETS
+I
a _..: �1_ 3/T6 1WCrR VEBP�
�
4 #14 X 5/8' S.M.S a' . .'a' : 1 >MowuplYAiwdt6theFiolta
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ANCHOR TYPE A OR
BRACKET
51EF SHEET 3 FOR BRACKET SPACING
04
o
33
X 1F
/ 7/16' PUSHNUT
INSTALLED ON ROLLER SHAFT
STEEL TRACK
14 CA X 2-1/8' X 1" (STANDARD)
12 GA. X 3-5/16' X 1-1/2' (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/B' TRUSS HD.
SLOTTED M.S. &LOCK NUT
7-1/2' X .071' GALV. STEEL
J HINGE
CENTER HINGE 7-1/2' X 3' X .071'
SECTION B-B END ROLLER HINGE 7
INTERIOR SIDE 1.82' CIA. X .50' STEEL ROLLERS (STD.)
1.82' DIA X .50' NYLON ROLLERS (OPTIONAL)
2'75" DUt. X .50" STEEL ROLLERS (OPTIONAL)
2.75' DIA X .50' NYLON ROLLERS (OPTIONAL)
WITH 5' STEM
SS BOLT & NUT
�700592 - a
drawing no-
��i f�t�n. • IDRi.�O�� 01-09
RIVETS
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4' X 5-1/2' X 3" X .104'
5/16" SLEEVE ANCHORS
GALV. STEEL
WITH 1-1/4" EMBED INTO MASONRY
TOP ROLLER BRACKET ON EACH SIDE
3 PER BRACKET
FASTENED W/ (6) B 14 X 5/8" S.M.S. _
_
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
2-1/2' X 4-1/4" X 13 GA STEEL. PLATES
W 5/18-18 X 3/4' HEX HEAD _
M. SCREWS & N..
_ WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
TOP BRACKET
WITH (4) 1/4-20 SS. BOLT & NUTS
o=
w
j
TOP BRACKEfJ
(OPTIONAL)
LOW HEADROOM DOOR
\HOwONTALREINFORCEMENT
1/0 X 1-3/4' X .059' FORMED STEEL 2X 5-1/2" X .104'
°m
w
GLUED TO PANEL ARID FASTENED TO / (( p GALV. STEEL
VERTICAL STILES
a
RWITHS R BRACKET FASTENED WTOP4 ROLLE5/8" FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4' X .059' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
-
- (2) 3/16" POP RIVETS
5/16" MEETING RIB
1.82" DIA. X .50' ROLLERS
_
�+ /�W/ .44 DLL X 4-1/4' STEM
HORfZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HBGHT-
11 II A f
A —
GA GALV. STEEL TRACK
2 X 2 X HORIZ. ANGLE
SPOT WELDED TO HORIZ.-1/2' TRACK
D TO
l�
WITH TWO WELDS AT 1-1/2' APART
�I1�
FIRST AT 3" O.C.
�Y
REST AT 9' O.C.
CONNECTED TO FLAG BRACKET ANGLE
Z m
W/ 3/8-16 X 3/4" BOLT & 1
Q F h
A D TO SPRING SHAFT GUIDE WITH
f
(2) 1/4-20 X 5/8" BOLT &NUT
�E 90
0
Gd
1�Iuu
HOC
VERTICAL TRACK
m r
2-1/8' X 1' X .080"
SECTION A -A
O `1
0
0 a In .0
0 �4I0 t�¢i
m z 90 N
DOOR
' SECTION HEIGHTS
I BRA
HEIGHT
6'-0"
1ST
18"
2ND
1B"
3RD
18'
4TH
18"
5TH
N/A
B1
1" TO 2'
B2
11-3/4"
B3
23'
34
45
56 67
6'-6'
21"
18"
18"
21
N/A
1" TO 2'
11-3/4"
23"
34'
45"
56' 67"
-
7'-0"
21"
21'
21"
21"
N/A
1" TO 2"
11-3/4'
23"
34"
45"
56" 67"
-
7'-6'
18"
16'
18'
18"
18'
1" TO 2"
11-3/4'
23"
34"
45'
56' 67'
78-1/4'
21'
TB'
18"
18"
21"
1' TO 2'
11-3/4"
23"
34'
45'
56' 67"
78-1/4'
—SECTIONS ARE NUMBERED STARTING AT THE 13UMM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDTTON& TRACK BRACKETS AT 10" O.C.
o
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OPTIONAL MSULATIONS: ao o m 1.9" X 219' X 3.3' X .090'
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H1' 'DYPLLSr PRODUCTS LN STEEL TRACK BRACKETS
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N.O.A.117-0221.06
m
n
m
14 GA GALV. STEEL
ROLLER HINGES FASTENED m
-
W/ (4) #14 X 5/8' SMS m
MIN. _024" ROLL FORMED STEEL PANE_
DRAWING QUARRY G-40
MIN. YIELD STRENGTHANDBAKED = 34 KSI
WITH E TRACK CONFIGURATION
POLYSTER FAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
e
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VERTICAL
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SECTION A -A
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
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OPTIONS
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OR
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c
W/ DOME HEAD
m
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REINFORCEMENT
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FORMED STEEL
O1/4'
DIA LAG SCREWS
#r�$AND
1/4' D1A TAG SCREWS
WOOD BU
AT 6' FROM ENDS y2j�W0 BU
AT 6' FROM ENDS
19' O.C. MAX.
.AND 19' O.C. MAX.
_
OPTION 'A' v OPTION I? \Uf
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (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/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'
TAG SCREWS
AT 12' 0.C_
WOOD BUCK CONNECTION TO MASONRY
n
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO �"
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WfTH
1
1
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/e MIN. EMBED
2-1/i MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
14' O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2' MIN. EMBED
16' O.C. INTO 3000 PSI CONCRETE WITH 1-3/4" MIN. EMBED
1/16' X 2-1/2
3' MIN. EDGE DISTANCE
FILLET WELDS
3/8' CONFLEX BY 'ELCO' OR
AT 12" O.C. MAX.
3/8' LDT BY 'I1W WITH SPACING OF
. O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2' MIN. EMBED
2' MIN. EDGE DISTANCE COMINUOUS
ANGLE TRACK
3/6" HLC SLEEVE BY 'HILTI' WITH SPACING OF TD WOOD
BUCK
FILL O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST.
18' O.C. INTO 30DO PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
INTO
2-1/2' EDGE DISTANCE
PREPARATION 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 REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB a (9,33' X 50 PSF)/2 - 233.3 Lb. per FL
WVOMUM INTERIOR(-) LOAD PER JAMB a (9.33' X 60 PSF)/2 a 279.9 Lbs per FIL
WSTRIP ADAPTER
AWMINUN
W
RUBBER WSTRIPPING
RU
050
4=I .534
040
.700
3
-7
h---1,S,17
I
1.790—
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
\ WrrH ADtA-SH BOLAS
r WffH WASHER &NUT
I AT 12' O.C_ MAYL
REINFORCEMENT
1/2' X 1-3/4' X .055'
FORMED STEEL
j8 X 1"
SELF DRIVING SCREWS
SLIP
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OR
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ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3 8' HLC SLEEVE BY 'HILTI
CONC.
3 6' HLC SLEEVE BY 'HILT'
FILLED BLOCK
4'
3 8'DYNABOLT BY 'fiVl
CONC.
23
8" DYNABOLT BY TfW
FILLED BLOCK2POWER-BOLT
=11.1"
BY 'POWERS'
CONC.SLEEVE-ALL
BY 'SIMPSONS'
CONC.
CONCRETE Vc a 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm m 20DO PSI MIN.
X 14 GA
1-1/z' CONT. STEEL ANGLE I 2'
ow
12 GA GALV. STEEL 2-1 8' X 1' X 14 GA u c
FLAT BRACKETS t3' LONG GAL0 S1EEL TRACK a01i
AT 12' O.C. IN DOOR OPNG. yFy//A��ST(ENN]ED TO TRACK PLATES
AT 18' O.C. ABOVE DOOR OPNG. SL0&2 1M,S, &XL/CK TRUSS
HD
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE O 3 n
REVERSE TRACK CONTINUOUS ANGLE TRACK m
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ALTERNATE 'TRACK INSTALLATION Z,
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DP�e�.` 01-09
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PLASTIC COMPLIES WITH
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DOOR PANEL
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CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
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DOOR PANEL
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EXTERIOR
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sheet 5 of 5