HomeMy WebLinkAboutNOAMIAM1.DADE MMMI-DARE COUNTY
• =S CTION
(omDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ItE tl L 5ROGoa!Wrida
175 2494
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. SCANNED
NW 98'h Avenue BY
County
Hialeah Gardens, FL 33018 St. Lucie Co
SCOPE: ty
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 (AM).
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 824/811 Steel Sectional Garage Door up to 16-2" w/
Window Lite Option (DP +48.0, -52.0 PM
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control renewal 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,
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 renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above. — The submitted documentation was reviewed by Carlos M Utrera, P.E.
NOA No. 1"302.01
MIAMI-DADE COUNTY Expiration Date: July 21, 2020
Approval Date: April 23, 2015
O¢/1612015 Page I
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted underNOA # 11-0414.13"
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-07-4267, dated 06/29/2007, 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, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2011, 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-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-02I7.02"
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., Test
Report No. HETI03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Test 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, Test 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 0-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.08"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Abroad, P.E.
04_�!`I2o1S
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DAB Door Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted underNOA # 09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/18/2008, 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. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/1712018.
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-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
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 02/24/2016.
"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. 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 Bum 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 # 14-0814.08"
1.. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest
issued by M-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
----a4-111/2ai5
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
X 2-I/4 x 15 w
-'
TOP FUTURE 5-1/2" X 2-3/4" X 0.1"
07-1/2-
GALV. STEEL. CENTER HINGE
W/ (4) #14 X 5/8" SMS
WITHOUT OELRON SLEEVE (STD)
-
�'o-
PUSH NUT
`
STEEL PUTS WITH ONE 5/I6-18 MS W/ NUT WITH
FASTENED TO END STILE ILLI(fi) 114 % S/4' SELF DRIWNC SCREWS
OPTIONAL DOOR VIEWER
TO BE INSTALLEO AT
ANY CENTER SRIE
7-1/2- X 3' X .WI• CALM. STEEL
Ir
0 0
I
SEE SHEET 4 FOR TOP BRACKET OPTIONS
END ROLLER HINGE
i
CENTER SWUM
W/ (6) 814 X 5/8 sus
WITHOUT DMON SLEEVE (SN.)
° WITH DEMON SLEEVE (OPTIONAL)
7-1/2- X 2-1/4' X .071- 0
0 CALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8' SUS LOCK
° WITH BELSON SLEEVE (OPTIONAL) 2/ DOOR
CENTER HINGE ' I' W X .15 UK. LATCH.
sTANOARO LOCH r
SPRING LOADED SLIDE BOLT (BOTH SIDES), '
FASTENED W'/ (4) #14 X 1/2' S.M.S. B
. 5/8- MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
.1 S8 OA GALV. AIRCRAFT TYPE \ °
W% MINE 5 TOC11 SAFETY FACTOR °
® e
X 3
WITH (4) STU114
SELF DRIWNG SCREWS
BRACKET
STD, LIFT DOOR
DOOR
HOLM
I
� CONSISJS OF
TOTAL I 6F
V 6UK AT
DIH DOOR
6'-6'
2 SECIION6 IB'
2 SECTIONS 2f
6'-9'
t SECT1011 te'
a SECDONS 21-
T
♦ SE6'nR15 21T
SECn"S U.
-
J'-9'
OF
4 10"
1 SfLTP4 21'
0'
J BEC110N5 te'
SK...S
2 BFCIION6 21'
9'-3"
2 SECTIONS 18'
J SECTIONS 21"
1 SECTW OF
4 SECTIONS 21'
0'-9"
5 SECTORS 21
9-
9'-J"
6 SECTORS 10'
5 SECTONS IB
-
1 SECnON 2"
W'
4 SECTIONS Ifi'
2 SNONS 21-
W-V
J SECTIONS 10'
3 SECTORS 2P
10'
2 SECTORS 18-
4 SECTIONS 21'
UT-]'
t SWROH IB'
HIS SECTONS TV
IF-6-
10' V
6 SECTIONS 21'.-
fi SECIIPYS IB"
1 SECRON 21
S
It'
1 V-C
11'-B'
S 6EC110N5 Ifi"2
SECTIONS 10'
3 SECTIONS is.
2 SECigNS 1.T
eSEC110H5 21'
J SFLTCNe 2-
4 SECTIONS 21'
5 6FCT0NS 21'
12'
1 SECTONfi 10'
6 SEWONS .1'
12'-0"
lf
IY-9"
J SECTIONS 21"
6 SECTONS is
5 SECOO6 OF
_
2 SECTIONS 21'
3 SECTI 21-
13'
IT-3"
. SECTIONS 18•
J SECVOHS 10"
♦ SCCTDM xr
5 SFCFans 21'
I3'-6'
T]'-9"
2 SECTIONS 18.
1 SECTION 18-
6 SECTONS 21'
] SECTIONS 22'
I
t♦'
IV-3'
TP-6"
IV-9'
.0 SECTIONS Z1'
16 SECTONS IW
5 6ECWM 10'
d SECTIONS 10'
S SECTIONS TV
4 SECTIONS 21'
S SECTIONS 21"
15
I5'-3'
IV-.'
'3 19-06 S 10"
x 5EDH. 10"
II SECIIDH t21
6 SECTIONS 21'
J SECTIONS 21'
a scrn0xs 2I•
15-9'
9 5ECTOM
16'
6 .TCTOM 1. 1B'
4 SCCTONS 21'
BRACKET
LOW HEADROOM
DOOR OPTION
X 3-1/8' X .Blow
WITH (4) #14 % 3/4"SDDS
CENTER OLEO Hp(.
SEE SCH.
I If
sit
O
D
•oi
—I
O
--
(
r OPTIONAL VENTS
' (3) 5' WIDE AT T O.C. MAX. - _ LOPDOHAL FLUSH FACE L — A
OPNG. AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN
MAX. DOOR WIDTH _I
STILE
UNLOCK BAR GUIDES
INSTAL Fn -MEND STILE
WRH (4) 814 X 5/8' SMS
Q 18T X 6W LOCK 61R
MUGU IN TRACK EACH
ON EACH SIDE OF DOOR CENTER STLEs
OUTSIDE KEYED L=
ONA
LOCK BAR LD OCCKNG SHOWN ME' m MCI
ALTERNATE TO
SPRING LOADED SLIDE BOLT 8'-0' TO 9'-10• _I
LOCKS SHOWN ABOVE •' I1000. WID1N5
DOOR WHUWS
11 -2
INSIDE ELEVATION DAB DOORS INC.
Hurricane Mostarg Model 824/811
RAISED PANEL EMBOSSED DOOR
Max. Size 16'-2" X 16'-0' High
1014 X 3/4- SET DRILUNG SCREWS MAY BE USED! I. With Window Lilc Option
I IN LIEU OF #14 % 5/9• Sus DESIGN PRESSURE RATING = + 48.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT] — 52.0 PSF
GENERAL NOTES
1THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF WE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
SCHEDULE •A, INCLUDING HIGH VELOCITY HURRICANE ZONE (H ).
cDBEN STUB; CONnwmmN
Mqi MOTHS
I I OF CENTER STILES
8'-T TO V-10•
1 2
10'-0• TO I0•
2
14•-0• ro 1s•-Ia•—
4
5
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERW. SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE OETNLS ARE NOT PART OF THIS APPROVAL
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
—LING
I� i�T`-I ASN IErI
14�'-0• To 15'11-10' _ I
DOOR WIDTHS
�12'-0'ro 13'-10-0'ro t3'-to'__ 2•
�i
DOOR WIDTHS > DOOR WIDTHS
US REQUIREMENTS OF FLORIDA
@ TAS-203 FOR HWR AND
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24G STEEL SEC➢ONAL GARAGE OR�
L4 AL-FAROOQ CORPORATION
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x ,ns.tt No 41vN6[11655X[ET ENGINEERS&PROODCT OEVELOPMEM
DAB DOORS INC.
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12195 N.W, 98 TH. AVE. MIA FLORII 331T4
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RIVETS
2-3/4• X 5-1/2• X 3• X .104'
GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) j 14 X 5/8• S.M.S.
090 THK. CALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-19 % 3/4' HEY HEAD
M. SCREWS & NU16.
�. TOP BRACKET
(STANDARD) TOP BRACKET
o."MOCOR)
LOW NFAO
SECTION A -A
SEE SHEET 2 FOR LOMION
OF REINFORCING TRUSSES
5/16• X 1-5/8• LAC SCREWS INTO WOOD OR
5/16' SLEEVE ANCHORS
WITH 1-1/4EMBED INTO MASONRY 1
3 PER BRACKET
2-1/2' X 4-1/4' X 13 CA STEEL PLATES
WELDED TO 1-1/2• % 1-1/2• X 14 CA ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS, BOLT & NUTS
KCAL STILES WITH 2" X 5-1/2" X .104'
3/IW POP RIVETS GALV. STEEL
FASTENED W/ (Q N 14 X 5/8• S.M.S.
TOCP ROOLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
VERTICAL MES WRH
(2) 3/16' MR RIVETS
5/16• MEEONG RIB
1.82- 00. X .50' STEEL ROLLERS
W/ .44 DIA. X 5' STEM
OPNONAL INSULATIONS:
BY 'OWLET PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE
DENS" - 1.05 PCP
N.OA. 111-0926.07
OR
ISO-25 PULY-ISOGYANURAlE
DENSITY - 2.0 PCF
-NI 011-0926.06
OR
BY 'Ca nFOAM NORTH AMERICA'
OENSItt - 1.03 PCF
N.OA /10-1129.04
OR
DENSITY . 0.92 PCF
N.O.A. 114-0311.08
14 CA CAM MEL
,ROLLER HNCES FASIENEO
W/ (6) / 14 % 5/8• SMS
MIN..024' ROLL FORMED SRVEL PANEL
DRAWING QUALITY C-40
MIN. WELD STRENGTH - 39 KSI
WITH PRIMER AND WED -ON
POLYSTER PANTED TOP COAT
APPUED TO ROM SIDES OF STEEL
GLV. STEEL
BRACKET FASTENED
/ 14 x 5/8• SMS
OPTIONS
NORM TRACK SUI
CENTER SUPPORT REDD. ON I
E%FEEOING 8 FT. IN I
p� I
RACK LENGTH - OPENING HEIGHT PLUS
1/2' % 1/8' HORR. ANGLE
(I
DOOR HBGHR UPTO ] Ff.
9 INSULATION OR WNDOWS,
��
X 2' % 1/B' MORIZ. PNCIE
ODORS WITH INSULATION OR WINDOWS
WITHTpos'woWELDS AT 1HOTNUT
FIRST AT 3' O.C., REST
CONNECTED TO
F' S
FLAG BRACQ
W/ 3/8-16 % 3/4• BOAND
y
TO SPRING SHAFT
(2) 1/4-20 X 8/B'BO4
<
<
O
On <
n n
a&>s
VERNCAL TRACK
a
Q a ¢ w
M.
SECTION A -A
Q w 3 C
LL z_N-m
DOOR
' SECTION
HEIGHTS
BRA
HDGNT
IlsT
2ND 3R0
4TH
STH
81
B2
83
84
BE
86 1
B]
BE;
W-0"18'
1B' 18' 18'
IN
1• TO
2. 11-3/4'1
23'
34"
45'
55' 1
6]•
-
6'-6'
21'
18''18'
21'
N/A
1• TO
2 11-J/4"i
23'
34"
45'
56'
67•
-
]'-8"
B'-0'
21'18' 18'
18'21'
I' TO
2' 11-3/4"
IJ•
34'--
45• '
56•
67'
78-1/4'
°-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10' O.G.
1.9' X 2.19' % 3.3' % .090"
STEEL TRACK BRACKETS
2-J/tfi• NIGH
COXVECTEO TO TRACK WRN
p) 1/1' BOBS &NUR.
m
jai
I r
TRACK CONFIGURATION
VERTICAL LIFE HIGH LIFE STANDARD LIFE LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
E,,. AM A4MND PROVI RBNEWBD
M�EHY A592 �EtEe MIAe
j2c�,5/
�NoSIN
Wowing no.l
98-05
D
MIN.
�8
28Y
UL
WOOD BU ! 1/ AND 1u R O cc ENDS
WOOD
OPTION 'A' �/ OPTION 'B' \�=Y
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SI MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ME FOU0WEO NO ADDITIONAL CPLCUTANONS/OESIGN
WILL BE REQUIRED MR DESIGN OF GARAGE DOOR ANCHORAGE
MR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE
WFURED AND APPROVED BY THE BUILDING OFFICLLL UPON INSPECTION.
5/16' X I_,
LAG BCD
AT 11'
WOOD BUCK ONN CTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG. COLUMN WRI
1/4' ULTRACON BY 'ELCO' WON SPACING OF
2' O.C. INTO GROUT FlLLID BLOCK WALL WITH 2-1/4' MIN, EMBED
9O.C. INTO 3000 PSI GONCRETE,WOH 1-3/4' MIN. EMBED
2-1/2' MIN. EDGE 019M'CE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
B' O.C. INTO GROUT FILLED BLOCKIWALL WITH 1-1/2' MIN. MOM 1/16' X 2-1/2
9' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/1' MIN. EMBED PULLETWELDS
J' MIN. EDGE DISTANCE I AT 12' O.C. MAY.
3/8' CONFLEI( BY 'EUCO' OR
3/9' LOT BY'OW' WITH SPACING OF CONTINUOUS ANGLE TRACK
21' O.C. IWO 30M PSI CONCRETE: WITH 2-1/2' MIN. EMBED TO WOOD BUCK
3' MIN. EDGE DISTANCE
3/8' HLC SLEEVE BY 'HILT' WITH SPACING OF
B' D.C.I GROW
PSI CONCRETE WW M 1 WITH
%i' MIx EMBED µD' s' MIN. EDGE OISt.
2-1/2' MIN. EDGE DISTANCE
FOR NEW CONSTRUCTION ENGINEER 'OF RECORD OR ARCHITECT TO VERIFY
ADEMALY CF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETRO BUILDINGS WITH NO ENGINEER OF
RECORD. ODOR INSTALLATION MY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MA,IMUM ERIERIOR(4) LOAD, PER JAMB - (16.1)' % 48 PSF)/2 - 388 Les per R
NMIMUM INTERIOR(-) LOAD PER JAMB a (16.17' % 70 PSI - 420.4 L6e per Ft.
I8 x (-
SELF DRIWNG SCREWS
OR
'RI STEEL RNETS
LRGRIP W/ GONE READ
AT 48" O.C.
RONFORCEMEW
1/2' X 1-3/4' X .058'
FORMED STEEL
W'STRIP MA IER
ALIMINUM
RUBBER W'STRIPPIN
050 _t
.224 '534 .Too OW 348
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
5/I6' OW BOLTS
WITH WASHER R NO
AT 12' O.C. MAX.
r2' X 1-3/4• % .05e' 1�Y
SE
)RMED STEEL LIE1
x 1 � Y
SELF DRILLING SCREWS Z
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/
CONT.4 STEEL ANGLE% 14 CIA
I I I/2'
12 CA. SAY. STEEL
MT BRACKETS 23
_ LONG 2-1/B % 1' % 14 G
AT 12' O.C. IN DOOR OPNG. &V. SIBEL iRAOK
AT 19' O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PFATES
CONNECTED TO COW. ANGLE "'W/ (2) 1/4-20%5/8' TRUSS HID.
WELDS
W/ (3) SPOT WELAT EACH SIDE SLO D N.S. & LOCK NO
REVERSE 1621_K CONTINUOUS ANGLE TRACK
To STEEL TO CONCRETE AND FILLED BLOCK
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CHAPTER 26 OF
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AND 4-1/2' O.C. MU.]_ �GROGfl00VE
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