HomeMy WebLinkAboutNOA; Hurricane Master Model 824 or 811 Steel Sectional Garage DoorI
MIAMI- ADE MIAMi-DADE COUNTY
$ PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB. Door Company, Inc.
12195 NW 981 Avenue
Hialeah Gardens, FL 33018
SCOPE:
w, ti 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 ieserves 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 16' 2" Wide with
Window Lite Option (DP +36.0, -44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 02-21 Rev L, titled "24 GA. Roll Formed Steel Sectional
Garage Door", dated 09/10/2002 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., 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/series
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,
Y"
r bottom angle, or inner surface of a panel.
rY;l
!� RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
a 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 ofNOA.
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 a th r by ac or . s ' " 'butors and
shall be available for inspection at the job site at the re . B b O c
This NOA revises NOA # 15-0304.01 and consi ' : of s e ' • ce es -1, E- and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by ishaq I. Chanda, P.E.
NOA No.17-1018.12
MIAMIOADE COUNTY Expiration Date: July 21, 2020
1 a • • �. , Approval Date: December 14, 2017
Page 1
�( % ' e
r 1� �.
DAB Door Company.. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, df `CAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-11-3204, dated 01/2012011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
4._ Test Report on Large Missile impact Test and. Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report
No. B ETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/2003, signed
and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared
by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted underNOA # 14-0814.10"
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.
Jshaq LL Chanda, P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA # 11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/1912008, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative PIastics, for their
Lexan Sheet Products, approved on 11/28/2013 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
01/1 i/2017.
5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/20I6.
"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. BETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Sella, 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.
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 "Submitted under NOA # 14-0814.10"
1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E -2
DAB Door Comaanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 02-21 Rev L, titled "24 GA. Roll Formed Steel Sectional Garage Door",
dated 09/10/2002 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-Cl 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 (51h Edition) and FBC 2017 (6th Edition),
prepared by Al Farooq Corporation, dated 10/05117, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA #15=0304.01, expiring 07/21/20.
1�,kt!� \ . U. •,yt—\ o.
Ishaq I. Chanda, P.E.
Product Control- Examiner
NOA No.17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E -3
7-1/2' X 2-1/4• X 18 GA YU
GALV. STEEL CENTER HINGE �\
W/ (4) #14 X 5/8' SMS i '\
m I WITHOUT DELRON SLEEVE (STD.)
p 7-1/2" X 3' X .071' GALV. STEEL i 0 0
END ROLLER HINGE p p
W/ (6) #14 X 5/8' SMS
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL) p i
m 7-1/z• X 2-1/4" X .071' LOCK `\�----
GALV. STEEL CENTER HINGE 2 DOOR `
m w/ (4) 014 X 5/B' SMS _ _ _ _/_ `
WITH DELRON SLEEVE
l
� of
V. 1 1 1" W X .15 THK. LATCH \\
CENTER HINGSTANDARD LOCK �\
E \ SPRING LOADED SLIDE BOLT (BOTH SIDES
FASTENED W/ (4) #14 X 1/2' SJM.S.
MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS r-
.158 DIA. GALV. AIRCRAFT TYPE 5WNW NCO -PRESS EFACTOR 4 m
1I
1 A O 14
I2-3/4-W X 5-5/8-H X .090' THK.
STEEL PLATE, 1-3/8' DEEP
WITH (3) 914 X 3/4'
SELF DRIWNG SCREWS
BRACKET
STD. LIFT DOOR
TOTAL � OF
DOOR
'U' 8AR5 AT
HEIGHT
CONSISTS OF
EACH DOOR
6'-6'
2 SECTIONS 18.
2 SECTIONS 21'
B'-B'
1 SECTION 18"
3 SECTIONS 21'
7'
4 SECTIONS 21"
-
7'-3•
-
-
V-6'
5 SECTIONS 1B"
-
7'-9'
4 SECTIONS 18"
1 SECTION 21'
e'
3 SECTIONS 18"
2 SECTIONS 21'
2 SECTIONS 18"
3 SECTIONS 21"
1 SECTION 18"
4 SECTIONS 21'
8'-9'
5 SECTIONS 21'
-
9'
6 SECTIONS 18'
-
9'-3"
5 SECTIONS 18"
1 SECTION 21"
'
4 SECTIONS 1B'
2 SECTIONS 21"
9'-9'
3 SECTIONS 18'
3-SECIIONS 21'
10.
2 SECTIONS 18"
4 SECTIONS 21'
1 0'-3'
1 SECTION 18'
S SECf10N5 21-
S2
s
10'-6'
a SECTIONS 21'
-
10'-B'
6 SECTIONS 18'
1 SECTION 21'
11'
5 SECTIONS 18"
2 SECTIONS 21'
11'-3'
4 SECTIONS 18'
3 SECTIONS 21'
11'-B'
3 SECTIONS 18'
4 SECTIONS 21'
11'-9'
2 SECTIONS 18"
S SECTIONS 21'
•�
12'
1 SECTIONS 18'
B SECTIONS 21'
12'-3'
7 SECTIONS 21'
-
12'-6'
a SECTIONS 18"
2 SECTIONS 21'
12'-0"
5 SECTIONS is-
3 SECTIONS 21'
13,
ONS 1B'
4 SECTIONS 21'
13'-3'
ONS121-
S SEC110NS 21'
13'-6'
ON
6 SECTIONS 21'
13'-9.
ON7
SECTIONS 21•
14'
ON
-
14'-3'ON
RSECnONS
3 SECTIONS 21;
14'-6'
ON
4 SECTIONS 21'14'-9'
ON
5 SECTIONS 21'
15'
ON
6 SECTIONS 21'
15'-S'
ONS 16"
7 SECTIONS 21'
15'-6"
1 SECTION 18"
8 SECTIONS 21'
15'-9'
9 SECTIONS 21'
-
18'
6 SECTIONS 15.
4 SECTIONS 21'
NUT 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
(6) 014 X 3/4" SELF DRILLING SCREWS
SEE SHEET 3 FOR TOP BRACKET OPTIONS
OPTIONAL DOOR VIEWER
TO BE INSTALLED En AT
ANY CENTER STILE
CENTER STILES
SEE SCH. 'A'
1:3
LJ13
9[:3
Eji
M
7-7/8' X 3-1/8" X .DID- L OPTIONAL VENTS
STEEL PLATE (3) 5' WIDE AT 7" O.C. MAX.
WITH (4) 014 X 3/4' SDS OPNG. AREA NOT TO EXCEED 120 SQ. IN.
OPTIONAL FLUSH FACE I
WOOD GRAIN DESIGN L — A
CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION
ourslDE RAISED PANEL EMBOSSED DOOR
HANDLE
END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
(4) 004 X 5/8' SKIS
e Q jWff-H
X .6W LOCK BAR
GES IN TRACK
ON EACH SIDE OF DOOR
CENTER STILES
OUTSIDE KEYED LOCOPTION
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE I 8'-0' TO 9'-10" _I
DOOR WIDTHS
DOOR TESTED
IN ACCORDANCE
TAS-20 THE
TASF UIR MENTSFOR IOF AND FLORIDA
II
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDTIIDN)/2017 (67H EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
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/MErAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA ITLDG. CODE do ADOPTED STANDARD!
5. 719S PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT. 1- LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEVING THIS PRODUCT AND S.ALWG AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND 70 BE RENEWED BY BUILDING OFRMAL
6. MANUFACTURER'S LABEL SHALL BE LOCATO ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE
LABELING TO COMPLY WITH SECTION 170'a?- �•'�-
rmDUCE P"S� ®� ® ® FIIY4 X 3/4' SELF DRIWNG SCREWS
4Pb'L *Ab Ibc Fbdb BEUSEDW".x Quo 1a LIEU OF 814 X 5/8' SMS
AcasPlucr Na ti l0( Iz I 10'-0" TO 11'-10' _I I 14'-0' TO 15'-10' _I
E+PLr�Bec OBI! wV 2 ZOP DOOR WIDTHS DOOR WIDTHS
�CA Q1
Nan n—nn i
12'-0" TO 13'-10' _I I IV-11" TO 16'-2,
DOOR WIDTHS DOOR WIDTHS
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 36.0 PSF
!worn — 44.0 PSF
CEDER SOLES CONFIGURATION
DOOR WIDTHS
i OF CENTER STILES
8'-0' TO 9'-10'
2
10'-0' TO 11'-10'
2
12'-D' TO 13'-10'
3
14'-0' TO 15'-10'
4
15--11- TO 16'-2'
S
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28Y
WOOD
MIN.
�8
1/4- DIA LAG SCREWS
AT D5LAG S
6CENDS 6' AND15"D.MXI2w6owe111 �NO.C.�
OPTION 'A\'_� OPTION 'e' \V�
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0S5 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 BUCK CONNECTION TO MASONRY
\•
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH
1/4' ULTRACON BY 'ELCO' WITH SPACING OF
12" D.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
13" O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
I/4" TAPPER-BY'POWERS' WITH -SPACING OF
11° O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
13 O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4 MI . 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' LOT BY 'ITV( YATH SPACING OF
23' O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2" MIN. EMBED
3' MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
10' O.IN
TO NTO GROUT FILLED BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4' MIN. EDGE DIST.
15' O.C. NTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2' MIN. 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 (16.16' X 62 PSF)/2 = 291 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB s (16.16' X 44 PSF)/2 = 355.5 Lba per Ft.
REINFORCEMENT
r'
m
1/2' X 1-3/4' X .058'
�
A
18 X 1' FORMED STEEL
to
SELF DRILLING SCREWS B X 1'
OR
T. w W
tV
3/16' 'RIVE' STEEL RIVETS SELF DRILLING SCREWS
OR
MULTIGRIP W/ DOME
AT 48' OTC. 3/16' 'RIVE%' STEEL RIVETS
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pZ h h
,cgW�
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
Q N
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FORMED STEEL O O
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W'STRIP ADAPTER
ALUMINUM ADAPTER
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LL
ANCHOR SPACING
ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
t/+
8
136
E rp c e
-3/6- HLC SLEEVE BY HILTI CONC. 1-1 4 8' 2'
3 8' CONFLEX BY ELCO' FlLLEO BLOCK 3-3 4
��,
0j am w e,
3
3 B' DYNABOLT BY 'fIY/' CONIC. 1-1.2 8'
STEEL STRUCTURE BY OTHERS 3 8 POWER -BOLT BY POWERS CONIC. 8' 2"
MUST SUPPORT THE LOADS IMPOSED
c
p
pp Z 0
s.
BY DOOR SYSTEM 3 8 SLEEVE -ALL BY MPSONS CONIC. 1-12 8' 3'
Lo p o
CONCRETE Pc - 3000 PSI MIN.
d v
N o
C-90 GROUT FILLED BLOCK Pm 20011 PSI LAN,
5/16' DIA. BOLTS
v
r WITH WASHER & NUT
0
f AT 12' O.C. MAX.
E DIST
EDG1-1//4
X 2-1/Y X 14 GA
ANGLE11-1/2"12
c
Y�1CONT...STEEL
GA GALV. STEELFLAT BRACKETS t3' LONG 2-1 /9' x 1°x14 GA.
iW/
AT 12O.C. IN DOOR OPNG.GgLV. STEELTRACKAT
18' O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATESCONNECTED TO CONT: ANGLE W/(2T 1/4-20X5/8' TRUSS HO.
SPOT WELDS
IS
(3) AT EACH SIDE SLOTTED f1 S. & LOCK NUT
REVERSE TRACK ONTIN U0 AN TRA K
y
WRI
•L
TO STEEL TO
CONCRETE AND FILLED BLOCK
m
592
sT of drawing no.
',,��Aza.Da�.cy1��, 02-21
1m
0_
W
IS PANEL
GA. (.024) STEEL MIN.
* -PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
DIA. WASHER
®8 X 3/4' SMS
21 3/4'
-0 3/8" FROM ENDS
MAX.
AND 7" O.C. MAX.
WDW. WIDTH
12
(4) #8 X 3/4" SMS
_
ti
18 1/B"
-O 1-3/8" FROM ENDS
\
m .4
d
D.L.O.
AND 6-1/2" O.C. MAX.
a 3
°
I
175 X .062 DEEP
A O
C
GROOVE
I
1/4" POLYCARSONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
NOA 015-0915.08
175 X .062 DEEP
GROOVE
(4) 18 X 3/4" SMS
_,—® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
a8 X 3/4" SMS
.-0 3/8' FROM ENDS
AND 7. O.C. MAX.
6" DIA. WASHER
DOOR PANEL
24 GA (.024) STEEL MIN.
.500 r-- r.250 al
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* EXTERIOR FRAM * INTERIOR FRAME
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AND 4-1/2" O.C. MAX.,
DOOR PANEL
24 GA (.024) STEEL MIN.
MIN.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS MTODUCEREV19
'WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION �i Coft stnl
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_.175 X .062 DEEP E�plrall�e 41c
EXTERIOR
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drawing
�'�.` 02-21
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sheet 5 of 5
RIVETS
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4' X 5-1/2' X 3" % .1 Be'
5/16' SLEEVE ANCHORS
1-1/4° EMBED INTO MASONRY N
GAL/. STEELWITH
"TOP ROLLER BRACKET ON EACH SIDE
3 PER BRACKET
FASTENED W/ (6) 9 14 X 5/8" S.M.S. -
14 GA GALV. STEEL ADJUSTABLE
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
`SUOE FASTENED TO BRACKET -
WELDED TO 1-1/2" X 1-1/2' X 14 GA. ANGLE
1'L/ 5/16-18 X 3/4" HEX HEAD
FASTENED TO TRACK
/ M. SCREWS & NUTS.
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACI(ET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADR M DOOR
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
�GLLED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
2" X 5-1/2' % .104'
(2) 3/16" POP RIVETS
GALV. STEEL
pp
FASTENED W.0 4 ROLL64 BRACKET OR
LOW HEADROOM DOOR OPTION
�—
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16' POP RIVETS
5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1.82" DIA. X .50"
W/ .44 DIA X 4-1/4" STEM
OPTIONAL INSULATIONS:
150-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.OA #16-1108.04
OR
DENSITY - 1.03 PCF
N.OA 815-1203.04
9Y 'INSl4tOAM LLG'Llc'
DENSITY - 0.92 PCF
H•OA ®17-0221.06
14 GA. GALV. STEEL
ROLLERHI 14ES FASTENED
MIN. .024" ROLL FORMED STEEL PANEL
12 GA. GALV. STEEL
BOTTOM
OOTTO B RACK14 X SFASTEN SD
sf ylo —A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXSEE01NG 8 FT. IN HEIGHT
II
RACK LENGTH - OPENING HEIGHT PLUS 12"
GA GALY. STEEL TRACK
HO PT ANGLE
X 1/8'HEIGHTS
1-1/2' X 1/2" DOOR
FOR DOOR HEIGHTS WI 8 FF,
WITHOUT INSULATION OR WINDOWS,
11!
2' % 2" X 1/8' HOfl(L ANGLE
X
�Y
FOR DOOR HEIGHTS ABOVE B FT. OR
DOORS WITH INSULATION OR WINDOWS
Z m
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2-APART
y m
Iy h
'ES
FIRST AT 3' O.C., T AT 9' O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-18 X 3/4' BOLT & NUT
I- a' a
IL
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AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
G
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11W'L
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VERTICAL TRACK
2.
2.13 C
SECTION A —A
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Q w fn 0
IL Zy� O
.1 17
CKET PLACEMENTS
mE�
DOOR
HEIGHT
• SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
BRA
81 62 B3 84 85 86 B7 88
6'-0"
18"
18"
18'
18"
N/A
1" TO 2"
11-3/4"
23"
34"
45"
56"
67"
-
6'-6"
21'
18"
18"
21"
N/A
1' TO 2"
11-3 4"
23'
34°
45°
56°
7'-0"
21'
21'
21'
21"
N/A
1' TO 2"
11-3/4
23'
34'
45°
56'
"
-
7'-6"
18"
18"
18"
1B"
18"
1' TO 2"
11-3/4"
23'
34"
45'
56'
167"
°
78-1/4"B'-0'
34'
45'
56"
"
78-1/4"
"-SGUIIUNS ARC NU-0-- o —l— - — —11—
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
►RODDC f REVISED
1.9' X 2.19" X 3.3" X .090" o caoplylag wilb 1Le Fhm".
STEEL TRACK BRACKETS IsuwaR Cole
m 2-3/16' HIGH AcceLNaacc No /O Z
CONNECTED TO TRACK WITH 11PIr!stdea Date
1/4' BOLTS & NUTS. m 81fdr' atY Ba�Oad
m
m
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TACK CON�GURATIQNCONFlGURATIQN
VERTICAL LIB G L STANDARD STANDARD L11I( LOW HADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTION ,1LLILLJi,
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A II .055' X 2-1/4' X 3/4" X 2'
GALV. STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
014 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S.
Z�
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z
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in
INTERMEDIATE SECTION
TOP SECTION
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH 14 X 5/8" SMS
5/16- X 1-5/8- LAG SCREW 6 PER HINGE
(FULLY THREADED)
HEX WASHER HEAD TYPE A 1/2- X 1-3/4" X .058" FORMED STEEL
ONE PER BRACKET GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16' POP RIVETS
SOUTHERN PINE ,%4•,' 1-7/8' X 2-5/8- X .049" STEEL
-0.. S. •;f CENTER STILE. GLUED AND RIVETED
TO PANEL W/ (4) 3/16' RIMS 3/16•
1- MIN. ( �"4/1HINGE/8• Ste' POP RIVETS
DIST. I
1
1.9' X 2.19" X 3.3' X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA X 2-1/8- X 1' (STANDARD)
12 GA X 3-SF 1M6" NED TO TRACK PLATES)
W/ 1/4-2D X 5/8" TRUSS NO.
SLOTTED M.S. h LOCK NUT
24 GA STEEL PANEL
Z m
FLAPS BENT OVER PANEL
1
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1/2' PUNCHED HOLES
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3/16- POP RIVETS J �� D�"nCoand M
AT 4" O.C.
(6) FOR 21" STILES c
(5) FOR 18" STILES
.024" STL PANEL
END STILE h M LL
OUTSIDE OF 000 .
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SOLID BRASS DOOR VIEWER ' !� NBY o
3/4' X z" X 2-1/2" X .049" STEEL 'SCHL16'AGE IA HOLERITY HARDWARE' �
END SOLE, CONNECT TO PANELS WITH INSTALLED IN 9/ IO DIA HOLES IN CENTER STILE
FLAPS AND (5) OR (6) 3/16- ALUM RIVETS POSITIONED AT EYE LEVEL
SEE DETAIL ABOVE
ANCHORS AT TRACK BRACKET
EDGE •}/R' me POWER-ROLT BY 'POWERS' o 6
"'STANCE 1 A) 2' MIN. EMBED INTO CONCRETE (3000-BSI MIN.)
2' MIN. EDGE DISTANCE w o
11-3/16 4/8' 4" DIA H - tY FFVE BY 'HILT' m .�
°� ' •"°� ' B) 1-1 / MIN. EMBED INTO CONCRETE OR FILLED BLOCK
b 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Vc - 3000 PSI MIN. c d a r a
C-90 GROUT FILLED BLOCK I'm= 2000 PSI MIN. 'H 50$ 3 a
ANCHOR TYPE A OR B c
V �1 PER BRACr^a aa°c¢er meciur. 1111I11111/T7j
a-zo ss BOLT
7-1/2". X .050�
INTERIORSIDE7-t/z"
x .o7t'
NUT
GALV. STEEL
END ROLLER HINGE
CENTER HINGE
1.82- Obl X .50" STEEL ROLLERS (STD.
TROLLER
1.82" DIA X .50" NYLON ROLLERS (OPTIONAL
SHAFT
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL
SECTION B-B
2.75" DIAL X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
1 N
0.
0592
OF drowing4 no.