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Product Approval Menu>Product or Application Search>Application List>Application Detail
-•; � FL# FL15371-R3 RECEIVED
Application Type Revision
Code Version 2017 AUG 0 6 0019
Application Status Applied For
ST. Lucie County, Permitting
Comments
Archived Q
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 Javad Ahmad
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
di Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/20/2016
Date Validated
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 16-
Approved for use outside HVHZ:Yes 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 II Steel Sectional Garage Door 16-2X16(LMI)-
NOA 17-1018.1l.odf
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 16-
Approved for use outside HVHZ:Yes 2X16(LMI)-NOA 17-1018.12.1)df
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 II 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 16
Approved for use outside HVHZ:Yes 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 17-
Approved for use outside HVHZ:Yes 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.ndf
FL15371 R3 II Limitations Of Use.ndf
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
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
MIAMI•DADE MIAMI-DADE COUNTY
s PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) NEami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy
DAB Door Company,Inc.
12195 NW 981 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:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16`-2"w/
Window Lite Option(DP+27.0,-30.0 PSF)
APPROVAL DOCUMENT: Drawing No. 03-06 Rev L,titled"Sectional Garage Door", dated 09/30/2003
and last revised on AUG 17,2017, sheets 1, 1.1,2 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
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 1
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0330.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above. j
The submitted documentation was reviewed.by Ishaq I. Chanda,P.E.
MIAMI•DADE COUNTY NOA No. 17-0919.12
Expiration Date:August 14,2021
Approval Date.December 14,2017
Page 1
E
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 03-06,titled"Sectional Garage Door", dated 09/30/2003,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.
B. TESTS "Submitted under NOA # 08-1106.05"
1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
.3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
Along with marked-up drawings and installation diagram of DAB 824 24ga sectional
garage door,prepared by Hurricane Engineering& Testing,Inc., Test Report No.
HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0915.12"
2. Test Report on Large Missile Impact Test per FBC,TAS 201 and Cyclic Wind
Pressure Test per FBC, TAS 203, of"Sectional Residential Door with Windows",
prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional
Residential Door"prepared by Hurricane Engineering&Testing Inc., Report No.
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin.)",
prepared by Hurricane Engineering&Testing Inc, Report No. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
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 10/28/2003,
signed by W. A. Jackson,P.E.
C. CALCULATIONS "Submitted under NDA #14-0814.07"
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.
Ishaq .Chanda,P.E.
Product Control Examiner
NOA No. 17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-1
DAB,Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 01/20/2009, signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl 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#OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G 155 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.
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
1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016,signed and sealed by Javad Ahmad,P.E.
lshAq L Chanda,P.E.
Product Control Examiner l
NOA No. 17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017 3
E-2
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 03-06 Rev L,titled "Sectional Garage Door", dated 09/30/2003 and last
revised on AUG 17, 2017, sheets 1, 1.1, 2 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 i
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their i
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 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 PIastics,for their Lexan Sheet
Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition)and FBC 2017(61h Edition),
prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad,
P.E. i
F. OTHER
T
1. This NOA revises NOA#16-0330.03, expiring 08/14/21.
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8
3
Is aq I.Chanda,P.E. ;
Product Control Examiner
NOA No.17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-3
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2' - I'AT tY am - 5/16'SLEEVE ANCHORS CENTER SUPPORT REM.ON DOORS WITH TWO WEIRS AT 1^t{2'APART 3
�V 4W-1/2'%3'X.104' W IN 1-1/e EMBED IN O MASONS E%fATEEO1NG 8 FF.IN HEIGH FIRST 3'OA I
3 PER 11 A REST AT 9`O.C.
TOP ROLLER BRACKET ON EACH SIDE CONNECTED TO FiA7 BRACKET ANGLE
FASTENED W/(6)f 14 X 5/8'SYS. W/3/8-16 X 3/4'80LT'EN.
NUT
09O THK GAIN.S1ID.ADIVSTABLE 2-1/2'%4-I/4`X 1J G4 SiF,Fl RATES AND TO SPRING SHAFT CUIDE W71N {+
,020 HKFASGAED TO BRACKET - - WELDED TO 1-i/Y%1-t f2'X 14 Cvt.ANCLE - A-"-J (?}1/4-20%5I8SUD 'BOLT&NIR !v q
W/5/18-18 X 3/4'HEX HEAD FASTENED TO TRACK
M.SCREWS @NUTS WON(4)1/4-20 SS,BOLT @ NUTS -_ HOPo2.TRACK LOAM+OPFNNG HECHT PLUS 12'
TOP BRACKET
(STANDARD) TOP BRACKET C, Aw`�I
(( )) VERTICAL TRACK T.
LOW HEADROON�OoOF 14 dl GALV.STEELTRACK 2-1/8'X 1'X.080' V O uT.1 "
SECTION A-A oop
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HORIZONTAL REINFORCEMENT 0Q�
1/2'X 1-3/4'X,059'I' MM STEEL 2'X S-f f2'X.104' N a p
• GLUM To PANEL AHD FASTENED TO GALV.51104E uQF ♦yA
VERTICAL��WITH FASTENED W/(4)/14%5 B'SLLS SECTION NEIOMS BRACKET PLACEMENTS N
(2)1/I6'POP RNETS TOP ROLLER FDR DOOR
}fORROMAt REINFORCEMENT COW HEADROOM DOOR OPTION WILT 1ST 2ND 3RD TH STH 61 82 83 84 85 BE 87 8s O 13
1/2'X 1-3/4'X.058'FORMED STEEL 8'-0' 18 18 18'18 N/A 1'TO 2"11—3/4' 2S` 34' 45` Sfi° 87' Q a�E
GLUED TO PANEL AND FASTENED TO B'-6" 21"t8'IB' 1`NIA t"To 2']]-3/4' 23' 3a' 45 58' 67'
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3/1
BSITES ARM ALUM 7'-0` 21'21'21-21' /A 1'TO 2'11—3/4' 23' 34'
5/1S'b1EE1+NG
RJB 18'I`TO 2'11-3/4 23' 34 45 Sfl' 67 78-1/4'
e'-0' 21'18'18'18'21'1'TO 2"ti-3/4' 23` 34' 45" 56° 67' 78-1 4`
RASRC/SfEEL ROLLERS —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM n
U' 1.82'DIA X.5D' �s FOR DOORS MORE THAN B FT.HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C. O so g
® W/.M Dol X 4-114'STEM O C1
O
OPTIONAL INSUunONS: M INVCI'REV(SED c
8t'OYPLser PR90L__ �I" 1.9`X 2.18'X 3.3'X.090' mpppyhE 015 ILK F'b6t, LL
50-25 TLY-ISOC'(AYURiTE STEEL.TRACK BRACKt.IS �y�XC. n.0 -
DENSM a 2.0 PCF 2-3/16'/OCR N.
E"m
RDA 116-1108.04 CONN'ECIEO 70 TRACK WITH Ae flAlr _p mak U m
OR )I/4'BOLTS&NUTS. v 1
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N.DA f15-1203A'1 0ll0
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Max#G-0221,06 I
O 14 G4 GALV.STEEL N
ROLLER KINCES FA9RNED C
W/(6)ft4 z 5I8`gds
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TRAINING
MR-02VROt4 FORMED STEEL PANEL
DRAWING
i
MIN.HELD STRENGTH
x BIT
APIDERRAoSOPCOFTWON ND BAKED-ON
PITBO SIDES OF
TRACK CONFIGURATION °�' `x5`�''
a
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DOUBLE TRACKB 9
12 GA CALM S":EL AVAt AR P TRAe:K OeT10NC 0-—
BOTTOM @RACHET FA51'ENEO
W/(4)0 1a x 6/a-sus i:',? _
'32•. .i $ �
SOTTO
VE Ef;OPTIONS
SECTION A—A �O � w. A� drawing nb.
SEE SHEET 2 FOR LOCATION �,S 03-06
OF RDNFORCING TRUSSES A fQ AL,, `S sheet of 5
JIN. 1/2-x1 /'-1/2'X 1�T/4'%.OSB'Ie%1'SELF DPoUNG SCREWS peX1'1-1/2'MIN. m Ofl DRILLNG SCREWSDIST. 3/16• ORMULTGWP W/T48 HEAD HEAD\ �Q AT/B'O.C. MULTIGRIP W/DOME HEAD
1 I
REINFORCEMENT'
1/2'%i-]/4'/4'X%.OSB'
FORMED STEEL O O C W Is
A
�. 1/4'DIAC SCREWS 2�• 1/4'DIA NAC SCREWS
WOOD BU AT 8'FROM ENDS W000 AT 6'FROM ENDS F
I I AND 21'O.C.MAX I I AND 21'O.C.MAX. _
W STRIP ADAPTER D
ALUMINUM WMP ADAPTER O aSTEEL
RUBBER WSTRIPPING RUBBER WSTRPPING Q O jy
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1•T� Naso---.! 1 �
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BOTTOM SEAL OPTIONS
OPTION'A' OPTION 'B' zqkd.DIa
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SC-0.55 MIN.) �S('` 4� 0 u m„gv
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%e SYP)MOOD BUCK ATTACHMENT G M M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN rj M r
0
WILL BE REOVIRED FOR DESIGN OF GAUGE DOOR ANCHORAGE ANCHOR SPACING ¢¢
FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ]B HLC SLEEVE Bt'HILTI CONC. 1-1 4 8' 1-5 B C0 at
3 8 HLC SLEEVE BY HIUI' FILLED 81=1 J E c
5/18'X 1-5/8' J B'DYN4BOLT BY'Mf CONC. 1-1 2 e' 4 i
3 L FILLED BLOCK 1-1 2 8' 3-1 4
LeG SCAM.116 STEEL STRUCTURE Bf pnrtts 3 e POWER-BOLT BY GONG 2'
AT 12'O.C, LW DOOR MUST PSYSTEM PORT E LOADS PJPOSED 3 B SLEEVE-ALL BY SIAIPSONS "MC. -V 8 0 Z o
_ CONORER-BO n YE,D P51 MIN. N p
5/16'DA BOLTS C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN. '=F
F WASHER @ NUtWOOD BUCK CONNECTION TO MASON2'D.C.Max. ,,,,,,,,DIST. o
PR69URE TREATED 27(6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I. IH• p
GROUTED REWORDED MASONRY BLOCK WALL OR CONC.COWMN WITH I § fy1
I/4'ULTRACON BY'ELCO'WITH SPACING OF
14'O.C.INTO BY
FILLED BLOCK)MALI.WITH 2-1.V MIN.EMBED I 1-1 4'X 2-I/Y X 14 GA gggg S� n
16'O.C.INTO 300(7 PSI CONCRETE WITH 1-3/4'MIN.OJBED /
2-1/2'MIN.EDGE DISTANCE 11-1/2' 1-1/2' CONE.STEEL ANGLE
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 RA QALY.STEEL
10'O.G INTO GROUT FlLIID BLOCK WALL,WfTH 1-1/2'LIN.EMBED 1 16'%2-1 2 FLAT BRACKETS S3'LONG
12'O.C.INTO 3000 PSL CONCRETE WITH I-3/4'MIN.EMBED / / AT 12'O.G IN DOOR OPNG. 2-1/B'%1'X I4 Gk u r E g a
3'MI.N.EDGE DISTANCE FlL1ET WEWS AT 1B'O.C.ABOVE DOOR OPNG. GN.STEEL TRACK 333 E M
AT 12'O.C.MAX FASTEM.D TO TRICK PLATES
3/B'COMREX BY'ELCO'OR W/(3 SCONNECOT WELOS ATO CONT TEACH510E W�GLE I/4-20x5/8'TRUSS HD.
LDT BY'OW WITH SPACING OF IAB.@LOCK NUT +n m r
24"O.C.INTO 3000 PSI CONCRETE WITH 2-1/2'MIN.EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONfINDODS ANGIF TRACT s,�- 5
3'MIN EDGE DISTANCE TO WOOD BUCK TO STEEL TO CONCRETE AND FlLIFn PLOCN - ry
3/6'HLC SLEEVE BY YmT'WITH SPACING OF 0 0 a '
6'O.C.IMO GROUT FILLED BLOCK WNL,WITH 1-1/2'MIN.EMBED,4'MIN.EDGE DIST.
16'D.G.INTO 3000 PSI CGNCRETE WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION 'T 11 II IUIV
2-1/2'NW.EDGE DISTANCE Y,',: : .+.�l:I `NT1� IAAA�
PREPARATION OF JAMBS BY OTHERS 1DGEYBF
AOR kEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY d
ADEQUACY OF SUPPOKLING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WIN NO ENGINEER OF
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. OF J• � drawing no.
LIA%IMUM k](TERpR(t)LAPD PER.MMB Fl03-06
m(18.16'%27 PSE)/2�218.2 Lb,per . SAS/"""'•�\
MAXIMUM INTERIOR(-)LOAD PER JAMB m(18.16'X 30 PSF)/2-242.4 Lbs per Ft. AA/ 1`3 Sheet 4of $
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SECTIONAL GARAGE DOOR AL-FAROOQ CORPORATION a
GINEIRS&PRODU DEVELOPDAB Door Company. Inc. 9360 SUNSETDRNE,SUiPE?2O f
12195 N.W.98th Ave. M,AMFLORIDA Sai93 (ce.x. `+Hialeah Gardens, FI.33018ae6�s,Hc 11-1:(600)257-2016 Fos:(305)362-6272 ---- GFRAG 03-060AB