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Product Approval Menu>Product or Application Search>Application List>Application Detail
OFFICE OF THE FL# FL15371-113
SECRETARY Application Type Revision
Code Version 2017
Application Status Applied For
Comments
Archived
Product Manufacturer DAB Doors Company,Inc.
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
(305)822-7870
RBerger518@hotmail.com
Authorized Signature ]alai Farooq
veronica@afceng.com
Technical Representative Allen Berger
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger518@hotmail.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/20/2016
Date Validated
1 of 4 7/27/2020,8:24 PM
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Summary of Products
FL# Model,Number or Name Description
15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 16-2X16(LMI)-NOA 17-1018.11.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +48/-52 07/21/2020
Other: See attached NOA#17-1018.11 and limitations of Installation Instructions
use for installation instructions. FL15371_R3_II Limitations Of Use.pdf
FL15371_R3_I_I_Steel Sectional Garage Door 16-2X16(LMI)_
NOA 17-1018.11.E
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.2 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 16-2X16(LMI)-NOA 17-1018.12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +36/-44 07/21/2020
Other: See attached NOA#17-1018.12 and limitations of Installation Instructions
use for installation instructions. FL15371_R3_II Limitations Of Use.pdf
FL15371_R3_I_I_Steel Sectional Garage Door 16-2X16(LMI)_
NOA 17-1018.12.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.3 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C CAC Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 16-2X16 LMI -NOA 17-0919.12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +27/-30 08/14/2021
Other: See attached NOA#17-0919.12 and Limitations of Installation Instructions
Use for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 16-2X16(LMI)-
NOA 17-0919.12.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.4 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_16x16 Garage Door NOA
Approved for use outside HVHZ:Yes 17-1108.30 LMI)-2017 DWG 00-18.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +56/-64 02/22/2020
Other: See attached NOA#17-1108.30 and Limitations of Installation Instructions
Use for installation instructions FL15371_R3_II_16x16 Garage Door NOA
17-1108.30(LMI)-2017 DWG 00-18.pdf
FL15371_R3_II Limitations Of Use.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.5 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"x 16'steel sectional
Steel Sectional Garage Door 18'-2" garage door.
Wide w/Window Lite Option
2 of 4 7/27/2020,8:24 PM
Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgtH...
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C_CAC_Steel Sectional Garage Door 18-2X16
Approved for use outside HVHZ:Yes _(LMI) -NOA 18-0301.07.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-64 03/10/2023
Other: See attached NOA#18-0301.07 and limitations of Installation Instructions
use for installation instructions. FL15371_R3_II Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 18-2X16(LMI)
-NOA 18-0301.07.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.6 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"x 16'steel sectional
Steel Sectional Garage Door 18'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 18-2X16(LMI)-NOA 17-0919.1i.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +40/-44 03/29/2022
Other: See attached NOA#17-0919.11 and limitations of Installation Instructions
use for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 18-2X16(LMI)-
NOA 17-0919.11.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.7 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x 16'steel sectional
Steel Sectional Garage Door 9'-4" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 9-4X16(LMI)-NOA 17-1018.13.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-60 08/09/2021
Other: See attached NOA#17-1018.13 and Limitations of Installation Instructions
Use for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 9-4X16(LMI)-
NOA 17-1018.13.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.8 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x 16'steel sectional
Steel Sectional Garage Door 9'-4" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 9-4X16(LMI)-NOA 17-0919.13.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +62/-70 10/04/2021
Other: See attached NOA#17-0919.13 and Limitations of Installation Instructions
Use for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 9-4X16(LMI)_
NOA 17-0919.13.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.9 Model 924 Steel Sectional Garage Large missile impact resistant 12'-4"x 18'steel sectional
Door 12'-4"Wide garage door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_12x18 Garage Door NOA
Approved for use outside HVHZ:Yes 17-1108.31(LMI)-2017 DWG 04-01.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60/-65 07/14/2020
Other: See attached NOA#17-1108.31 and Limitations of Installation Instructions
Use for installation instructions FL15371_R3_II_12x18 Garage Door NOA
17-1108.31(LMI)-2017 DWG 04-01.pdf
FL15371_R3_II_Limitations Of Use.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
3 of 4 7/27/2020,8:24 PM
Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgtH...
Created by Independent Third Party:
15371.10 Storm Master Model 824/811/812 Large missile impact resistant 10'-4"x 16'steel sectional
Steel Sectional Garage Door up to garage door
10'4"Wide w/Optional Insulation
and Window Lites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC Storm Master 824-811-812 1OX16
Approved for use outside HVHZ:Yes Garage Door-NOA 17-120614.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +42/-52 03/15/2023
Other: See attached NOA# 17-1206.14 and Limitations Of Installation Instructions
Use for installation instructions. FL15371_R3_+I_Limitations Of Use.pdf
FL15371_R3_II_Storm Master 824-811-812 1OX16 Garage
Door- NOA 17-120614.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.11 Storm Master Model 824/811/812 Large missile impact resistant 9'-4"x 16'steel sectional
Steel Sectional Garage Door up to garage door
9'-4"Wide w/Optional Insulation
and Window Lites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Storm Master 824-811-812 9X16 NOA
Approved for use outside HVHZ:Yes 17-1206.15.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +42/-52 03/15/2023
Other: See attached NOA# 17-1206.15 and Limitations Of Installation Instructions
Use for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371 R3 II Storm Master 824-811-812 9X16 NOA
17-1206.15.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
One.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
Credit Card
Safe
4 of 4 7/27/2020,8:24 PM
M IAM I-DADE 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 98"Avenue
Hialeah Gardens,FL 33018
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 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 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: Storm Master Model 824/811/812 Steel Sectional Garage Door up to 10'-4"Wide w/
Optional Insulation and Window Lites (DP+42.0,-52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 18-04D,titled"24 GA. Roll Formed Steel Sectional Garage
Door", sheets 1 through 5 of 5, dated 12/20/2017,with revision A dated 02/08/2018,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control
approval stamp with the Notice of Acceptance number and approval 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 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. 17-1206.14
MtAMt�DADE COUNTY Expiration Date: March 15 2023
Approval Date:March 15,2018
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 18-04D,titled"24 GA. Roll Formed Steel Sectional Garage Door",
sheets I through 5 of 5, dated 12/20/2017, with revision A dated 02/08/2018, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Forced Entry Test per FBC TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-17-5020, dated 11/03/2017, revised on
02/09/2018, signed and sealed by Rafael E. Droz-Seda, P.E.
2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
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-17-5021, dated 11/03/2017, revised on
02/09/2018, signed and sealed by Rafael E. Droz-Seda, P.E.
3. Test report on Tensile Test per ASTM E 8 of 24 ga. (0.024") steel samples, prepared
by Hurricane Engineering & Testing, Inc., Report No. HETI 11-T100, dated
0 1/21/2011, signed and sealed by Candido F. Font, P.E.
4. 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
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
12/19/2017, signed and sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
-*00
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 17-1206.14
Expiration Date:March 15,2023
Approval Date: March 15,2018
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. 17-0221.06, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
3. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their
Dyplast ISO-C I Polyisocyanurate Insulation, expiring on 0 1/11/2022.
4. 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.
5. Notice of Acceptance No. 15-0410.11, issued to REHAU Construction LLC, for its
White Rigid PVC Extrusions for Windows and Doors,, approved on 09/24/2015 and
expiring on 09/24/2020.
F. STATEMENTS
1. Statement letter of code conformance to the 5 th edition(2014) and 6 th edition(2017)
FBC and of no financial interest issued by Al-Farooq Corporation, dated 12/19/2017,
signed and sealed by Javad Ahmad, P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 17-1206.14
Expiration Date:March 15,2023
Approval Date: March 15,2018
E-2
fn
1-1/2" X 1-1/2" X 1/8" HORIZ. ANGLE
(2) POP RIVETS
5/16"' X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. rf
CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS,
2 + 5/16" SLEEVE ANCHORS
2-3/4" X 5-1/2" X 3" X 12 GA. to Lj
WITH 1-1/4"' EMBED INTO MASONRY EX 8 FT. IN HEIGHT 2" X 2" X 1/8" HORIZ. ANGLE 14-
GALV. STEEL of
3 PER BRACKET FOR DOOR HEIGHTS ABOVE 8 FT. OR e
TOP ROLLER BRACKET ON EACH SIDE A
FASTENED W 6 14 X Z
DOORS WITH INSULATION OR WINDOWS co 00
1 ( ) # 5/8" S.M.S.
SPOT WELDED TO HORIZ. TRACK
ko
0 m
WITH TWO WELDS AT 1-1/2" APART Z
14 GA. GALV. STEEL ADJUSTABLE N
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
FIRST AT 2- O.C., REST AT 7-1/4" O.C. W
0 <
SLIDE FASTENED TO BRACKET A--a- I
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE N M
CONNECTED TO FLAG BRACKET ANGLE
W1 5/16-18 X 3/4- HEX HEAD (L <
LO
FASTENED TO TRACK W/ 3/8-16 X 3/4"' BOLT & NUT
0 0 0
NUTS m
M. SCREWS & NUTS. HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH it
WITH (4) 1/4-20 SS. BOLT & j C4
W
(2) 1/4-20 X 5/8" BOLT & NUT W TOP BRACKET
W
L
(STANDARD) TOP BRACKET LL
(OPTIONAL) M
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LOW HEADROOM DOOR r
14 GA. GALV. STEEL TRACK > m
0 0
HORIZONTAL REINFORCEMENT U 0
A L HORIZONTAL TRACK-ZV 0 1 0 aV11/2"' X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO 2-1/8" X 1 X 14 GA. 0 0
SECTION A—A V) 0
VERTICAL STILES WITH 2" X 5-1/2" X .104" W LL N
(2) 3/16" POP RIVETS GALV. STEEL LL LO
0
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR SECTION HEIGHTS BRACKET PLACEMENTS 0
mj Z (0LOW HEADROOM DOOR OPTION DOOR B1 B2 133 B4 B5 B6 B7 B8 m
HEIGHT 1ST 2ND 3RD14TH 5THI W 0) P
6 1-031 18" 18" 18" 18" N/All TO 2" 11-3/4" 23" 34 45 56 67
6'-6" 21" 18" 18" 21" N/A ll" TO 211 11-3/4 23 34 45 56 67"
71-011 21" 21" 2111 21" N/A 1"' TO 2" 11-3/4 23 34 45 56 67 N
L
5/16" MEETING RIB 1 7 1-611 189' 18111 18 of 1 8 it 118 11 1$' ►TO 2 3/4 23 34 45 56 67" 78-1/4"
N
8'-0" 21" 18" 18" 1811121"11" TO 3/4 23 1 34 45 56 67" 78-1/4
PLASTIC/STEEL ROLLERS
r
,,--1-82" DIA. X .550" -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
0
W1 .44 DIA. X 4-1/4" STEM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL T to S
C) 00
0 0
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OPTIONAL INSULATIONS: [L 0w �, M
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BY 'DYPLAST PRODUCTS LI_C GALV. STEEL ANGLE BRACKETS < E
ISO-25 POLY-ISOCYANU RATE
r- 1.9" X 3.3" X 2.2H" X 12 GA. PAZ cm _c
DENSITY = 2.0 PCF m CONNECTED TO TRACK WITH w E -+-j u^
m 00 c:
N.O.A. #16-1108-04 c)::: o m
(1) 1/4" BOLTS & NUTS (D 04
........... OR
BY 'CELLOFOAM NORTH-AMERICA m C14
f
DENSITY = 1.03 PCF 0 CD
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N.O.A. #15-1203.04 0 LO c-
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. .. . .. 0
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BY 'INSULFOAM LLC' m Q........... DENSITY = 0.92 PCF
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+
m
0 14 GA. GALV. STEEL Ln
ROLLER HINGES FASTENED c1q
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W/ (6) # 14 X 5/8"' sms LLJ
m
0
MIN. .024"' ROLL FORMED STEEL PANEL lu c x
DRAWING QUALITY C-40 0 W
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED-ON
CL
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
'0119 1 1 1
>
< W .0
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM -4-0 m
2 0
DOUBLE TRACK . -0 cq
> 1
AVAILABLE TRACK PTIONS 0 0
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED A�4f
W/ ( SMS 4) # 14 X 5/8 PRODUCT APPROVED
as com lying with the Florida Op
Building Coe Octfr FEtf Z. 1 2018
N
NOA-No. 17-1206,14 .70592
BOTTOM SEAL OPTIONS
SEE SHEET 5
Approval Dat 03115/2018 -v v
e o o L
By E OF drawing no.
0_0 00
Miami-DDro uct Control I
01 0.0
SECTION A 10, 9. a •0 18-04D
41,
AL
sheet 3 of 5
3 4
REINFORCEMENT
m
IN.
1/2" X 1-3/4" X .058
DGE FORMED STEEL
DIST. #8 X 1
Lit
L DRILLING SCREWS
1-1/2" MIN.
#8 x 1" ------1 0
OR
E DIST. 0
m 3/16" 'RIVEX' STEEL RIVETS SELF DRILLING SCREWS 00 00
0 M m c1q 0 MULTIGRIP W/ DOME HEAD OR 0
O:D -,, M
0 3/16" 'RIVEX' STEEL RIVETS Z 1[:�
3:
m 0 AT 241, O.C.
C-4 3:
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT co pp
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
W x
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. U.a
• FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING a3
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS
STRUCTURE EMBED SPACING EDGE DIST. C >
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3/8" HLC SLEEVE BY 'HILTI'
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1/8" THK. MIN. STEEL STRUCTURE
so 13/8 POWER—BOLT BY `POWERS' CONIC. 2 to 1 2#8 5/16 X 1-5/8 BY OTHERS MUST SUPPORT THE I L. 3� 0 Lo
F1—/A" SLEEVE—ALL BY 'SIMPSONS' CONIC. 1-1 0 04
LAG SCREWS LOADS IMPOSED BY DOOR SYSTEM 3'" C)
AT 11" O.C. CONCRETE fc = 3000 PSI MIN. Q
0
C-90 GROUT—FILLED BLOCK f'm 2000 PSI MIN. 0)
5/16- DIA. BOLTS m
WITH WASHER & NUT
WOOD BUCK CONNECTION TO CONCRETEIBLOCKS �� PAT 11 O.C. MAX.
EDGE DIST. ------
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
11" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED Uj
7
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1-1 4" X 2-1/2" X 12 CA
1-1/2 1-1/2 0
2-1/2" N. EDGE DISTANCE L C STEEL ANGLE 1 1/2
U1/4" TAPPER BY 'POWERS* WITH SPACING OF GALV. STEEL FLAT B 0
ON.-I
3.8" X 2.5" X 12 GA.
10" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 1-1/2't MIN. EMBED
1/16" X 2-1/2' 2-1/8- X 1 X 14 GA.
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED S AT 12" O.C. IN DOOR OPNG.
FILLET WELDS GALV. STEEL TRACK
O.C. MAX. U)
3" MIN. EDGE DISTANCE AT 18" O.C. ABOVE DOOR OPNG.
AT 12" MXFASTENED TO TRACK PLATES
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3/8" CONFLEX BY 'ELCO' OR CONNECTED TO CONT. ANGLE W`1 (2) 1/4-2OX5/8" TRUSS HD. cr-
3/8" LDT BY 1ITW`1 WITH SPACING OF W1 (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT >
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK
-REVERSE TRACK CONTINUOUS ANGLE TRACK CID
3t' MIN. EDGE DISTANCE TO WOOD U)
--BUCK Lo STEEL C a)
TO CONCRETE AND FILLED BLOCK
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13t' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND ALTERNATE TRACK 11) 0
-ACK INSTALLATION
2-1/2" MIN. EDGE DISTANCE
AH,
%,
FEB
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PREPARATION OF JAMBS BY OTHERS
cy
PRODUCT APPROVED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as co
IMP
it N <
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Building ZoTe Ne.70592
BY DOOR SYSTEM.
NOA-No. 17-1206,14
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
Approval Dat 03/15/2018 a a j o �.�
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
drawing no.
BUILDING OFFICIAL UPON INSPECTION.
E OF
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ami a- OR%0ft-
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mi DaU ct on
18-04D
MAXIMUM EXTERIOR(+) LOAD PER JAMS (10.31 X 42 PSF)/2 216.9 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (10.30 X 52 PSF)/2 = 268.6 Lbs per Ft.
NAL
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