HomeMy WebLinkAboutRevisions; Change Product Approval ofr Garage DoorOFFICE USE ONLY:
DATE FILED: * 1
REVISION FEE: b�
File Copy
PERMIT #� VJ
RECEIPT
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 SEP 14 2021
(772) 462-1553
fit, 6Nnic�.���nty
P-ermloinq
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
360.3 4-v6:6jut 0 , F0P- iP�--2ce t%L
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C G C lJ I `f 14 1
BUSINESS NAME: E LA 14-03 v �c A e-e .S.
QUALIFIERS NAME: ro-f 6 b C CA LlU �
ADDRESS: Z-s-w ) G-L M o -k1 tE tL 6
CITY: STATE: F-L
PHONE (DAYTIME): � qZ - ZZ S - 9 ,:� Z3
OWNER/BUILDER INFORMATION:
NAME: & )1 P 14 STom`'6 c c--u--i
ADDRESS: 3 603
CITY: 71-0 P-- r F
PHONE (DAYTIME:
A-V &N u C— U
y cE STATE:
-?;�z - 2 Y 2 - vsya-
ARCHITECT/ENGINEER INFORMATION:
NAME: "/6,
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
ST. LUCIE CO CERT. #:
FAX
r tin:
ZIP: 3 2 4 se
17Iq 2--f'9--Y
ZIP:
ZIP:
iY•`1�, �. 'T Y� tit, iv •. 1
MIAMI-El EvisION a CoJ 1VIIAMI-DADECOUNTY
(� (� 6PPDUCT CONTROL SECTION
f V 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESPI�� Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 76) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)CODE COMPLIANfw'FW•miamidade.gov/economy
-- DAB Door Company, Inc. STo L�BOCCqjt4(�
CIE COUNTY
J 12195 NW 9811 Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued underthe 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 otherareas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid afterthe expiration date stated below. The Miami -Dade County Product Control Section (In
Miami -Dade County) and/orthe 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 ormaterialwithin 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. i
This product is approved as described herein and ha s been designed to comply with the Florida Building Code, including j
the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9 ft.-4in. Wide w/J
�r Window Lite Option (DP +50.0,-60.0 PSF)
APPROVAL DOCUMENT. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5,
j dated 02/01/2001 with lastrevision M dated 07/3 0/2020, preparedby Al-Farooq Corporation, signed and sealed
by Jalal Farooq, 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, moddh
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approvalnumber (NOA), the applicable test standards, andthe 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 ofthisNOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affectingthe performance of this product. J
TERMINATION of this NOA will 'occur after the expiration date or if there has been a revision or change in the
materials, use, and/ormanufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any otherpurposes shall automatically terminate thisNOA. 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 maybe 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 andsha-k
be available for inspection atthe job site atthe request of the Building Official.
This NOA revises NOA # 17-1018.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
�r
NOA-No. 20-0901.19 i
l�t�alI; GOU Expiration Date: August 09, 202�
------- Approval Date: December 03, 2020
Page 1
DAB Door Company, Inc.
1.
A.
-.._----
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Evidence submitted in previous files
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.
TESTS "Submitted under NOA # 09-0128.04" -
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 j
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 I
along withmarked-up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, In�c,
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. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido
F. Font, P.E.
"Submitted under NOA # 01-0516. 03"---------�
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA
203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina, P.E. j
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 &J
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.
Carlos 1VL Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.19
Expiration Date: August 09, 2021
Approval Date: December 03, 2020
E - 1
-- DAB Door Company, Inc. -------------
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
I
C. CALCULATIONS "Submitted under NOA # 14-0814. 0411 J�
�� --- 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.04"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1.
Miami -Dade Department of Regulatory and Economic Resources (RER) ----
E. MATERIAL CERTIFICATIONS
1.
Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan
Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018.
2.
Notice of AcceptanceNo.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded
Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. i
_____ 3.
Notice of AcceptanceNo. 11-0926.07, issued to Dyp last 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 Are Light Apparatus Test per AS'IA�
G155 of"PVCExtrusion 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., ReportNo. HETI 04-T251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of
"REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-J
761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5" edition (2014) FBC and of no financial interest
issued by Al-Farooq. Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E.
----------------------------------- --------
Carlos M. M. Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.19
Expiration Date: August 09, 2021
Approval Date: December 03, 2020
E-2
-- DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 17-1018.13
J
---- 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, sheets 1 through 5 of 5, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consists 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).
_J
-- 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-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No.15-1203.04, issued to Cellofoam NorthAmerica 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 Moir.,
Lexan Sheet Products, expiring on 07/17/2018. i
i
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (61h Editiog
prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahr-riad,
=------ P.E.----------
F. OTHER
1. This NOA revises NOA # 16-0330.02, expiring 08/09/21.
Carlos NL Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.19
Expiration Date: August 09, 2021
Approval Date: December 03, 2020
E-3
DAB Door Company, Inc. -----------
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE SUBMITTED
_J
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001 with last revision M dated 07/30/2020, sheets 1 through 5 of 5, prepared by
Al-Farooq Corporation, dated 08/13/2020, signed and sealed by Jalal Farooq, P.E.
B. TESTS
1. None.------------
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE ----
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam
Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for -their',
Dyplast ISO -CI Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK
Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022.
F. STATEMENTS
i'"""- - 1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), prepared
by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E.
---------------------------------------
Carlos M. Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.19
Expiration Date: August 09, 2021
Approval Date: December 03, 2020
E-4
DOOR HEIGHT
CONSISTS OF
6'-6'
2 SECTIONS 18"
2 SECTIONS 21"
6'-9"
1 SECTION 18'
3 SECTIONS 21'
7'
4 SECTIONS 21'
-
7•_30
7.-6'
5 SECTIONS 18"
-
7'-9"
4 SECTIONS 18'
1 SECTION 21'
8'
3 SECTIONS 18.
2 SECTIONS 21'
8'-3"
2 SECTIONS 18"
3 SECTIONS 21'
8'-6.
1 SECTION la"
4 SECTIONS 21'
8-9'
S SECTIONS 21'
-
9'
6 SECTIONS ""
-
9'-3"
5 SECTIONS 18'
1 SECTION 21'
9'-6.
4 SECTIONS 18'
2 SECTIONS 21-
9'-9"
3 SECTIONS 18'
3 SECTIONS 21'
10'
2 SECTIONS 18'
4 SECTIONS 21'
10'-3"
1 SECTION 18'
5 SECTIONS 21"
10'-6•
6 SECTIONS 21"
-
10'-9'
6 SECTIONS 18'
1 SECTION 21'
11'
S SECTIONS iB-
2 SECTIONS 21'
11'-1.
4 SECTIONS 18'
3 SECTIONS 21'
11'-6,
3 SECTIONS 18'
4 SECTIONS 21'
11'-9'
2 SECTIONS 18-
5 SECTIONS 21'
12'
1 SECTIONS 18'
6 SECTIONS 21'
1Y-3'
7 SECTIONS 21"
-
12'-6'
6 SECTIONS 18'
2 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'
1S-6'
2 SECTIONS 18'
6 SECTIONS 21'
13'-9'
1 SECTION 18'
7 SECTIONS 21'
14'
8 SECTIONS 21'
-
14'-3'
6 SECTIONS 1B-
3 SECTIONS 21'
14'-6'
5 SECTIONS 18'
4 SECTIONS 2V
14'-9'
4 SECTIONS 18'
5 SECTIONS 21'
15'
3 SECTIONS 1B'
6 SECTIONS 21'
15'-3'
2 SECTIONS 18'
7 SECTIONS 21'
15'-6"
1 SECTION 18'
B SECTIONS 21'
9 SECTIONS 21'
-
16'
16 SECTIONS 18'
4 SECTIONS 21'
?-1/2- X 3' X .071" GALV. STEEL
END ROLLER HINGE
W/ (6) #14 X 5/8- SMS
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL)
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/ 1
/ ° 1
I I 1
1 7-1/2' X 2-1/4" X .071" ----
GALV. STEEL CENTER HINGE
W/ (4) #14 x 5/8' SMS B
WITH DELRON SLEEVE (OPTIONAL)
LOCK -
2/ DOOR
/, e1
1" W X .15' THK. LATCH
I
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
.158 DIA. GALV. AIRCRAFT
CABLE & NICO-PRESS SLEEVE1/
1
W/ MIN. 5 TO 1 SAFETY FACT
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6'X3'X0.1'
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STEEL PLATE
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WITH (2) #14 X 5/8" SMS
BRACKET
BRACKET
STD. LIFT DOOR
LOW HEADROOM
DOOR OPTION
/7-7/8" X 3-1/8' X .010"
-STEEL PLATE
CENTER STILE WITH (4) #14 X 3/4' SOS
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/B' SMS
4 .18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (QPTIONALI
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
(6) #14 X 3/4" SELF DRILLING SCREWS
CENTER STILE �
OPTIONAL POOR VIEWER
///---TO BE INSTALLED AT
/ CENTER STILE
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': OPTIONAL VENT L — A
` i (3) 5- WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED COLONIAL DESIGN
120 SO. IN.
MAX. DOOR WIDTH
OPTIONAL FLUSH FAC
WOOD GRAIN DESIGN
9 -4
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
#14 X 3/4- SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8- SMS
DAB DOORS INC.
Hurricane Moster8' Model 824/811
Max. Size 9'-4" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 50.0 PSF
GENERAL NOTES - 6D.0 PSF
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
REQUIREMENTS OF THE 2017 (6TH EDT10N)/2020 (7TH EDITION) FLORIDA
BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR 14VHz AND
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ASTM E1886-05/ASTM E1996-09.
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
THIS PRODUCT IS RATED
FOR LARGE MISSILE IMPACT
_
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
x
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PRODUCT REVISED
with the Florida
/////
'
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4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT NOA-No. 20-0901.19
``1111111111
�VV F
�✓�'�
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS.MWIrat 0810912021
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11C SE
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5. THIS PRODUCT APPROVAL GENERIC AND DOES NOT PROVIDE INFORMATION
ey
= No.8f223
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
E
FOR
N1amt-0ada Product tarrtrot
-
_
m
t
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING
WATER INFILTRATION RESISTANCE ETC.
�nU .' �yo
M
=� >
%� 1
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
0•., BTA O ?.d{j�
�i� "CORIO?;..
drawing no.
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
EC IS 170 OF: BUILDING CODE.
ACCORDANCESECTION
INC
0,0��
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///IONAL
01 —09
sheet j of 5
9.3
FLORIDA
ORDO COMPLYIIH
1�
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11'
------------
----
- - ---
-----------1
.024" STL PANEL
OUTSIDE OF DOD
Ear
€-3
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16- X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) POSITIONED AT EYE LEVEL
ONE PER BRACKET
BY DONAL STOP OOR OR INSTALLER MOULDING
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
#14 X 5/8" SMS 3/4- X 2- X 2-1/2- X 18 GA. STEEL
6 PER HINGE END STILE. CONNECT TO PANELS WITH
SOUTHERN PINE G GLUED TO PANNELXAND SECURED FORMEDSTEELEEL FLAPS AND 3/16" ALUM RIVETS
SEE DETAIL ABOVE
0.55 S.G. EDG DIST' END STILE WITH 3/16" POP RIVETS 0 12- O.C.
1-1/8' X 2-5/8" X .1145" STEEL
CENTER STILE. CLUED AND RIVETED
TO PANEL W/ (4) 3/16- RIVETS
POP RNETST
1 1/2' MIN. I /\
#14 X 5/B' S.M.S.
1 I r 4/ HINGE
1-3/16"
1.9' X 2.19" X 3.3" X .102'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
/ 7/16- PUSHNUT
INSTALLED ON ROLLER SHAFT
STEEL TRACK
14 GA. X 2-1/8' X 1' (STANDARD)
12 GA X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
S5/8- TRUSS LOTTED M.S.X& LOCK NUT HD.
FLAPS BENT OVER
1/2" PUNCHED
END STILE
n
1
ANCHORS AT TRACK BRACKET:
O
o
0 o
c o
A) ,3/9" DIA POWER -BOLT BY 'DE'WALT`
2" MIN. EMBED INTO CONCRETE
W
Q
i<
T �
C
1-7/8" MIN. EDGE DISTANCE
Q
O Q
B) •%R' De. HUC SLEEVE 13Y'HILT'
01
Q
E L m �
'MO
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
Q
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V E r
1-5/8- MIN. EDGE DISTANCE INTO CONCRETE
O
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4' MIN. EDGE DISTANCE INTO FILLED BLOCK
U
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CONCRETE f'c = 3000 PSI MIN.
N
u1 p
C-90 GROUT FILLED BLOCK fm = 2000 PSI MIN.
m m
0 . .N- 2 r
G G
ANCHOR TYPE A OR B a
(1) PER BRACKEF 33
SEE SHEET 3 FOR BRACKET SPACING u U
Il- I U 1 11J�--�P `1/4CT SS BOLT &NUT d'
J J ^oM
7-1/2" x .071' cALv. STEEL PRODUCT REVISED �� g . S
CENTER HINGE 7-1/2' X 3" X .071" as complying with the Florida Y s
END ROLLER HINGE Building Code 0
SECTION B-B HOA-No. 20-0901.19 ```"-1t�1�
Explraeon Date 08109/2021 �� `py,:: ••••
,� Q' �10E'AISF'� c
INTERIOR SIDE 1.82" DIA X .50" STEEL ROLLERS (STD.) By r� N
1.82' DIA. X .50' NYLON ROLLERS (OPTIONAL) Miami -Dade Product Control - . 81223
2.75" DIA No
X .50" STEEL ROLLERS (OPTIONAL) _ ;• 1 = c a
2.75" DIA X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM 1.1
NOV A ®-�� drawing no.
01-09
I I
I I
1, I J
I
- I I
I
I I I
I I I
I I I
RIVETS /
2-3/4" X 5-1/2' X 3' X .104"i
,GALV. STEEL I
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) f 14 X 5/8" S.M.S.
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
/ 5/16-18 X HEX HEAD
M. SCREWS & NUTS.
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 GA 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
TOP BRACKET /
(OPTIONAL) J
LOW HEADROOM DOOR
\
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
2" X 5-1/2' X .104'
GLUED TO PANEL AND FASTENED TO
GALV. STEEL
VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8- S.M.S.
(2) 3/16' POP RIVETS
TOP ROLLER BRACKET 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 CIA. X 4-1/4" STEM
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXREEDING 8 FT. IN HBGHTI
AfJ
= OPENING HEIGHT PLUS 12"
4 GA GALV. STEEL TRACK
CKET
2 % 2 X 1/8' HORIZANGLE
-
SPOT WELDED TO HORIZ. TRACK
I
WRH TWO WELDS AT 1-1/2'-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 & NUT
C 1" R
AND TO SPRING SHAFT GUIDE WITH
I- W
(2) 1/4-20 X 5/8' BOLT & NUT
2 to
N
Owp`�
IL {NWu
VERTICAL TRACK
2-1/8' X 1" X .080'
SECTION A -A
F MR
� � n
v p W .+
Q' 0 ¢ m e
Of Ir p<�
00bLC�
cc N In
Q W D W N
IL 2: o f a
.J m Q
z 0)
PLACEMENTS
B4
85
86
97
88
I-i
Q r
DOOR
• SECTION HEIGHTS
BRA
HEIGHT
6'-0"
1ST
18"
2ND
18'
3RD
18"
4TH
18"
STH
N/A
131
1" TO 2"
82
11-3/4"
B3
23"
34
45
56
57
-
6'-6"
21"
18'
18"
21"
N/A
1" TO 2"
11-3/4"
23"
34"
45"
56"
67"
-
7'-O'
21"
21'
21"
21"
N/A
1" TO 2"
11-3/4"
23"
34'
45"
56"
67"
-
7'-6'
18"
18'
18"
18"
18"
1" TO 2"
11-3/4"
23'
34"
45"
56"
67"
78-1/4"
8'-0"
21"
18'
18"
18"
21"
1" TO 2"
11-3/4"
23"
34"
45"
56'
67"
78-1/4"
`-SUl IIUNS Aft NUMULKLU JIAKIINU Al 1111, bU11UM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
Z m
OPTIONAL INSULATIONS:
p O m
1.9" X 2.19" X 3.3" X .090"
BY 'DYP ecY pg00 CTS 1 LC'
SFEEL TRACK BRACKETS
ISO-25 POLY-ISOCYANURATE
n
2-3/16" HIGH
DENSITY = 2.0 PCF
m
CONNECTED TO TRACK WITH
N.OA #17-1207.04
) 1/4- BOLTS & NUTS.
OR
- BY ' F I OFOAM NORTH AMERICA'
m
DENSITY = 1.03 PCF
N.OA 015-1203.04
=
OR
m
�'INSULFOAM LLCLLC'
DENSITY = 0.92 PCF
N.OA #19-0129.06
m
14 GA GALV. STEEL
n
m
ROLLER HINGES FASTENED
m
W/ (4) #14 X 5/8- SMS
m
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
TRACK
CONFlGU�TION
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
ILI
VERTICAL
LIFfLIFE HIGH LII H LI_lli !`EZ STANDARD LIFT LOW H�DROOM
DOUBLE TRACK
AVAILABLE TRACK O�ION�TRACK ONIONS
12 GA GALV. STEEL
BOTTOM W/ (4) #114A X�5/8 M FASTENED
OPTIONS
SECTION A -A
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0901.19
Expiratio�081091202110912021 1 7 2W
A
By
Mlaml -Dade Product Control
-
�� i
No. 23
)' STA7E0drawing no.
11
i
a i 1-1/2" MIN.
R E DIST.
' w
1
28Y
WOOD BU
1/4' DIA. LAG SCREWS 2B1•
AT 6" FROM ENDS _ WOOD
AND 19" O.C. MAX.
0
0
N3
1/4- DIA. LAG SCREWS
AT 6" FROM ENDS
AND 19" O.C. MAX.
OPTION 'A' � OPTION 'B
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"
_ 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 CONC. COLUMN WITH
1/4" ULTRACON+ BY 'DEWALT' WITH SPACING OF
16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2- MIN. EDGE DISTANCE
1 1-1/2"
1/4" TAPPER BY 'DEWALT' 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/B' LOT SY 'ITW' WITH SPACING OF
24' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
2' MIN. EDGE DISTANCE CONTINUOUS
ANC•LF TRACK
3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD
BUCK
B" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
1B' O.C. INTO 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 = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft.
#8 X I -
SELF DRILLING SCREWS
OR
3/16- 'RIVER' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
1/2" X 1-3/4' X .058'
FORMED STEEL O
W'STRIP ADAPTER
ALUMINUM
RUBBER W'STRIPPING
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
REINFORCEMENT 1
/-1/2' X 1-3/4" X .058"
FORMED STEEL
R[
�!!
#8 X 1"
SELF DRILLING SCREWS
Z n n
OR
3/16' 'RNEX' STEEL RIVETS
_0FF n�
Z a
MULTICRIP W/ DOME HEAD
Q a
AT 48' O.C.
5 -•
�
OWC4
N
:D-
'��ll II
Ouoi�
v O>m
W'STRIP ADAPTER
O' ¢ E Q o
STEEL
0 6 C
0-at
RUBBER W'STRIPPING
♦Y C ul O m
n
Q W U) LL N
Y ZOE I
348
.J 0 CD < j
Q W M I F
050�//�'�\\ -�- .040
.224 L 1�21 .534 .700
—�.
�F^--1.750 �-i� 1.790�
5/16" DIA BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
BOTTOM SEAL OPTIONS
n
m
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O
O
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o
c oY
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F
U
VI
C
CL t
0 0 c
O Z
o
m on
Q N -
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3/8 HLC SLEEVE BY 'HILTI'
CONIC.
1-1/4
8"
1-5 8"
3 8' HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1 4"
8"
4'
3 8" DYNABOLT BY 'ITW'
CONIC.
1-1 2
8'
2'
3 8" DYNABOLT BY 'ITW'
FILLED BLOCK
1-1 2"
8"
2-1 4"
3/ 8" POWER -BOLT BY r ALT'
-CONC.
2"
B.
1-7 B'
3 8- SLEEVE -ALL BY '51MPSONS'
CONIC.
1-1 2"
B"
1-1/8"
CONCRETE Pc = 3000 PSI MIN.
/
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
2 i-
// Le
1-1/2"rC
ONY.4STEEL ANGLER 14 GA 11-1/2"
12 GA GALV. STEEL 2_i/8" X 1" X 14 G0.
FIAT BRACKETS t3" LONG GALV. STEEL TRACK
AT 12' O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES
AT IS" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-_.X5/8" TRUSS HD.
CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT
W/ (3) SPOT WELDS AT EACH SIDE
REVERSE TRACK EONTINIg ANGLE TRACK
TO STEEL Tn ON!`ocrC AND FILLED BLOCK
ALTERNATE TRACK INSTALLATION
.E
ENBe
PRODUCT REVISED
as complying with the Florida
Bullding Code No. ,
NDA-No. 20-0901.19 Nov 1 7 mo =_ sY : • �7
Expiration Date 08/0912021 '
BY
MiamHDade Product Contra i• (�� ••..... _ a�_��
I
I
-
J
rowing no.
01-09
1 .500 / �--'1-•250 Ia
I # PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
24DGA. P (.024) STEEL MIN. SEE EVIDENCE PAGE O Z �¢
H w Z a
1.765 1.72s Q a S m
O W N`m
7/16" DIA. WASHER 1.144 n w N a
�, O� w
� VONM
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f {!8 X 3/4" SMS 21 3/4" I �.800 OR R N p
O \`// i I 0 3/8" FROM ENDS MAX. .176 F- Q IL O p .I
A 1 . . i i I 'AND 7" O.C. MAX. WDW. WIDTH 0 o IL
11 I 1 a rx * EXTERIOR .FRAME * INTERIOR FRAME ar ¢ Z O a
`-' 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w w
(4) #8 % 3/4" SMS a x o MAX. tL Z N _00
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I I!I
I AND 6-1/2" O.C. MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS C
i i 1 0 3/8" FROM ENDS .175 X .062 DEEP
GROOVE PRODUCT REVISED v
O I I AND 4-1 2" O.C. MA%. o
( 1 1 / - as complying with the Florida G
Building Code •�
% NOA-No 20-0901.19 x
_ o
�8 % 3/4" SMS Expiration Dale 08109/2027 `\\\ 111 I11�7j7
0 3/8" FROM ENDS By
0
AND 7"O.C. MAX.__ V F
...... _ _ ____ _ Miamt-0ade Product Control
7/16" DIA. WASHER \�� ___�- _ _ _ ...... _ _ _ _ - No. 22
WIN 1 7 2020
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN. ® F Q{/� drawing no.
DOOR PANEL 15/16' MIN. D.L. OPG. � �
r�__24 GA. (.024) STEEL MIN. GLAZING BITE �ii•."''OR1D,•''®� 01-09
�.....
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