HomeMy WebLinkAboutProduct Approval RECEIVIE D SE;' 0 0 ?.016
MIAMI- E 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 98te 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,iurisdiction(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 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 05/16/2005,with revision G dated 03/05/2015,prepared by AI-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.
TERNIINATION 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 revises NOA#14-0814.03 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.01
MIAMI•DADECOUNTY Expiration Date:March 29,2017
•J a � Approval Date:May 28,2015
r a$I�4J�1� Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision G dated 03/05/2015,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "'Submitted under NOA#09-0128.06"
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 Eritry 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-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F. Font,
P.E.
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,PE.
"Submitted under NOA #06-0817.07"
3. Test report of Uniform Static Air Pressure and Force EntryResistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,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 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.03"
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#09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
. oS Ig/Zois .
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam, LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
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 Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004,signed and sealed by J.L. Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.03"
1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by
Javad Ahmad,P.E.
#AC/14/7J
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-2
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W-37 2 SECTIONS ID'3 SECTIONS 21• HANDLE ENO STILE With Window Lite Option
W-6" 1 SECTION 18' 4 SECTIONS 21'
8'-9 5 SECTIONS 21'- IN X OF SELF DRILLING SCREWS MAY BE USED
9' 6 SECTIONS IB'- IN UEU OF 814 X 5/8'sMs DESIGN PRESSURE RATING = + 40.0 PSF ��rl
9'-3' 5 SECTIONS 1811 SECTION 21' ° LOCK BAR GUIDES - 44.0 PSF
9_-6' 4 SECTIONS 18'2 SECTIONS 21' INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
W-9' 3 SECTIONS 16'3 SECTIONS 21' 7 WITH(4)014 X 5/8'SMS ---' GENERAL NOTES is
1D' 2 SECTIONS 18'4 SECTIONS Z1 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE li
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10'-3' 1 SECTION 18' 5 SECTIONS 21 18T% 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
10'-6'6 SECTIONS 21'- ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(WNHZ). m f3
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11'-3'4 SECTIONS 18'3 SECTIONS 21 DOOR WIDTHS 0 OF CENTER STILES DRESSING OR STUCCO.
11'-8'3 SECTIONS 18'4 SECTIONS 21' a OPTIONAL 8'-0'TO 9'-10' 2 3. ALL BOLTS.NUTS AND WASHERS SHALL.BE ZINC PLATED CARBON STEEL..
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12'-0'6 SECTIONS 18"2 SECTIONS 21' LOCKS SHOWN ABOVE F DOOR WIDTHS
12'-9 5 SECTIONS IB'3 SECTIONS 2f' DOOR TESTED IN ACCORDANCE WITH TINE Rt:OUIREMENTS Of FlORIOA "---'�
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�- ►b0317
3 0
SECTION A—A 0 2015 pv
L• (drawing no.
105-03
SEE SHEET 2 FOR LOCATION
OF REINFORCING REINFORCING TRUSSES sheet Sof 5
Jf 4` REINFORCEMENT tt''
AIN. 1/2"X 1-3/4'X-058' ��V O
DGE i8% 1' FORMED STEEL "TTT�
_ DIST. SELF DRILLING SCREWS —"—" o
MIN. _— OR (♦8 X 1'
I GE DIST. 1 m 3/16"'RNEX'STEEL RIVETS SOERLF DRILLING SCREYS Z
MULTIGRIP W/DOME HEAD 3/16"'RNEX'STEEL RNETS
\ �o AT 48"O.C. MULTIGRIP W/DOME HEAD F g
48'O.C. Q S
REINFORCEMENT
1-3/4'X.0.58'
1/4'DIA LAO SCREWS \ 1/4'DIA.LAG SCREWS FORMED STEEL �, O FL
WOOD BU SAT 6'FROM ENDS 2WB00 BU SAT B"FROM ENDS �J I�s..
AND IY O.C.MAX. l I �. AND 12'O.C. MAX. V o
\ WSTRIP ADAPTER pIsp
ALUMINUM STS
EELP ADAPTER or
Q 6 Q O
0 g
RUBBER W'STRIPPING RUBBER W'STRIPPING IQLL 3 G GGg
•050
O4
.700
1.750
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAY"SG-0.55 MIN.) a o
O M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/OFSICN LJ Q 1
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. a �i
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE Q U ry
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING O Z w m
ANCHORS __ STRUCTURE_ EMBED SVACING EDGE DIST. J
cn 0.0
J B HLC SLEEVE U`HIITI' CONC. 1-I 4 8' 2_
Z W
5/16"X 1-5/8" 31W CONFLEX BY'FICO' FILLED BLOCK 3-344" O O�
LAC SCREWS 3/8'DYNABOLT BY'RW' GONG. 1-I 2 __O' ,_ 2=3 4_ 1=I O Z
STEEL STRUCTURE BY OTHERS J B POWER-BOLT BY POWERS _ CONC. Y B' 2' W O °1
AT-7,
T 12'O.C. MUST SUPPORT THE LOADS IMPOSED u'1 n
BY DOOR SYSTEM J 8 SLEEVE-ALL 8Y SIAIPSONS- •_GONG. 1-1 Z B' 3' rh 01
a J�
CONCRETE Vc a 3000 PSI MIN, O N=
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK f'm -2000 PSI MIN.
WOOD BUCK CONNECTION TO MASONRY WITH WASHER&NUT — '
L A7 12"O.C.MAX. EDGE DST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO W
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH �� '
1/4'ULTRACON BY'ELCO'WITH SPACING OF I g
10'O.C.INTO GROUT FRIED BLOCK WALL,WI7H Z-1 4'MIN.EMBED
10.O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4 MIN.EMBED 1-1 4'%2-1.2'% I4 GA c L
3"MW.EDGE DISTANCE
1 1-1/2" 1-1/T' `—CO STEEL 6lE
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL
e"O.C•INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED FAT BRACKETS f3'LONG a Z
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/16"%2-1/2 2-1 8"X 1"X 14 GA. <
3'MIN.EDGE DISTANCE AT 12'O.C.W DOOR OPNG. 3.
FILLET WELDS AT 18'O.C.ABOVE DOOR OPNO. OAL•STEEL TRACK
AT 12'O.C.MAX. FASTENED TO TRACK PLATES
3/8'CONRE%BY'ELCO'OR CONNECTED TO CONT.ANGLE W/(2) I/4-2OX5/8'TRUSS HO.
3/8'LOT BY'TW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
22'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED
3"MIN.EDGE DISTANCE CONTINUOUS ANGIf_TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK •in c_S +�"
TO WOOD RUCK TO STEEL TQ_OONCRETE
At(D FILLED BLOCK o u o
3/8'HLC SLEEVE BY'MILTI'WITH SPACING OF
8'O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MIN.EMBED,4'MIN.EDGE DIST. —�
2�1/2C•IN EDISTANCE PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERSE",:JAVAD MM
CML PRODUCEaBVLSED 8
m E:
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARGHBECT TO VERIFY M PE y 70592 r�Yb7�ft�IdA s
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N.0538 mmwi MCs6 '•
N°
kow
BY DOOR SYSTEM. B3I9 D 7 I
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF l
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY A 2015 —sx=1—�
BUILDING OFFICIAL UPON INSPECTION. Rosr41 I droWing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB> (18.16'X 40 PSF)/2 363.2 Lbs per Ft. O0
MAXIMUM INTERIOR(-)LOAD PER JAMB v(1&16'X 44 PSF)/2 =399.5 Lbe per FI. sheet4 of _5-J 1
*PLASTIC COMPLIES WITH
DDDR PANEL CHAPTER 26 OF FBC 4Y 1
24 GIL(.024)STEEL MIN. SEE EVIDENCE PAGE G $?
L765 1.725 2 I"
7/76'DIA.WASHER "It
1.144
IY I� LLQ
1 Q
(� 1 pB x 3/4'SMS 21 3/4' m
/ 1 ; AG 3/8'FROM ENOS MAX. .776 .800 01'o a Q Q
I i 1 t ANDY 0-C.MAX. WDW.W DTH 0 0 cd ti O
' * EXTERIOR FRAME * INTERIOR FRAME �!ID E
� IB 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION GI3
I I I ` (4)®8 X 3/4'SMS v = O MAX. Q fG-u7 N_4
"1' .` ® 1-3/6'FROM ENDS \ 'm J LL 2 C
11 i II ;
AND 6-1/2'O.C.MAX. + g v D.LO. -- / B 1LAnyt L�
1111 775 X.062 DEEP
1111 I GROOVE
11
'Ir/rJJII
1/4'POLYCARBONATE LVM p M
I11 BY'SABIC INNOVATIVE PLASTICS' S•' --_- taj M
I I NOA/13-0777.01 � i lJL >J
A
L." i V C3 Z�Ul
= O t��t i I .J (n O)D I
o 0 . b
O z U
E
- m O)g
1111 n
141
X111 __
111175%.082 DEEP •• •. � �b
111 GROOVE
er
I;I 1 (4)!B X 3/4"SMS INSIDE ELEVATION g#
1 111 i / ®1-3/8°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS q r
U 1 I AND 6-1/2"O.C.MA%. i$$&
C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
1 BB%
®J/8' 3/4'SMS FROM ENDS 175 X.062 DEEP
( t t AND 4-1/2"O.C.MAX. — GROOVE
ss�a
\� QB X 3/4"SMS 1
0 3/B'FROM ENDS _- -
AND 7.O.C.MAX.
_--- --_- ---_-------_ -- Ew AVAO AHMAD n
CIVIL
FRODUCCREVIISM
7/18"DIA.WASHER _ _ _ _ ___ __ _ _ _ _ _ _ FIA PE A 70592 rtmlply4yW btaFImiAA
-� ^ --------' CAN.3538 OIEWTeg poi tl �`
DDDR PANEL EXTERIOR A ry
24 GA.(.024)STEEL MIN. A U15 A/ r7Palctpawd dry owing no.
DOOR PANEL 15/16'MIN. D.L.OPG.
24 C0.(.024)STEEL MIN. CLA2ING BITE 05-03
_ WINDOW WIDTH 5 5
--- sheet of
MIAMI-= MI MIADADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T.(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANC +'.(NDA )ntiv.mia mtdade&ov/economy
DAB Door Company,Iric.
12195 NW 981h Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicabi6 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(AH)).
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 AHa(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 AH7 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 824/821 Steel Sectional Garage Door up to 18'-2"Wide w/
Window Lite Option(DP+40.0,-44.0 PSF)
APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets I through 5 of 5,
dated 05/16/2005,with revision G dated 03/05/2015,prepared by Al-Farooq Corporation,signed and sealed
by favad 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
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 P 14-0814.03 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.01
IAMi•n couH Y Expiration Date:March 29,2017
_ ' Approval Date:May 28,2025
�1S Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision G dated 03/05/2015,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.06"
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,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-08-2149AIB,dated 06/27/2008,signed and sealed by Candido F.Font,
P.E. .
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 084182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submitted under NOA #06-081 Z 07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 0511112005,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 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-6814.03"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Alunad,P.E.
"Submitted under NOA 0 09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
jo&fI IZOis
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-1
DAB Door Coingany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERL41 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 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfbam,LLC,for their
Insulfbarn Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11129/2017.
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-CI Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofbam 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 Axe Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No,HETI 04-AO02,dated 09/27/2004,signed and sealed by
Rafael E.Droz-Seda,P.E.
7. Test Reports-on Tensile Test per ASTM D639 of"PVC Extrusion Material",prepared
by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated
11/29/2004 signed and sealed by 1.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Bum Test and Smoke Density
Test of"AEHAU 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 ander NOA#14-0814.03-"
-1. Statement letter of code conformance to the P edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by
Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOTA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2415
9-2
7-1/2'X 2-1 4'X IB GA. -- TOP FIXTURE 5-1/'Z'X 2-3/4"X 0.1" �U I
CALV,STEEL CENTER HINGE - PUSH NUT STEEL PLATE WITH ONE 5//IB-1B US W/NUT OPTIONAL DOOR NEWER
O W/(4) 014 X 5/6'SMS '�O �+` FASTENED TO END SIILE iITH TO BE INSTALLED AT �ry
WITHOUT DELRON SLEEVE(STD.) ANY CENTER STILE rye
i 1 (6) 0t4 X 3/4'SELF DRILLING SCREWS M
° 7-1/2'X 3"X.071'CALV,STEEL O O —,1 CENTER STILES
g w
END ROLLER HINGE 1 1 SEE BCH.A' 0
W/(6)014 x 5/e"sMs v v ( A
WITHOUT DELRON SLEEVE.(STD.) F
VJRH DELRON SLEEVE(OPTIONAL) + , - _ Ij g
7-1/2•X 7,-1/4"X.071' �1 + __ i IN/
(STEEL CENTER HINGE 2/ODOR
° W1(4)g14 x 5/6"sL+s
a VJRH DELRON SLEEVE(OPTIONAL) '-
�- I
CENTER HINGE - ---__ - - _I Ilr - - d 1•K
1 i 1 W X.15 MK.LATCH - -1
CARD LOCK
+ SPRING LOADED SLIDE BOLT(BOTH SIDES) +\ B v ___-__ y"'-- •- - - ' B _ =g ({.Z N n
+ FASTENED W/(4) 014 X 1/2'SAES. + -•. .^�. 1 ......`.. Q Z I4
__.
`�••---5/8'MIN. LOCK ENGAGEMENT ++ " _-_�1 111 -. -!.!L _� .11�_.- p o g
CONfORMS TO SECTION 1008 RLT;AROSTG GARAGE 13.0k.
-
.158 OW GALV.AIRCRAFT TYPE ® .�- _-__. ___ - _ _ _ v• _ _ -�, _.- �-'"'- J_.. LL ,n '..
LE&NICO-•PRESS SLEEVE-- o -_'_ .. •- ^""".,__ �,_.,.
W MIN.5 TO 1 SAFETY FACTCR + �•^= - -. - ---- z-=s- m ;
e - I
STEEL PLATE L{ -{ '• _V v. -_ Vf-- v IOto.
M
PITH(6)014 X 5/0"SMS
o - - - T _. --
8fLIFT D BRACKET J
SED. LIFT DOOR LOW HEADROOM
DOOR OPIION I _
__ -' (3)S••5'IOE AT Y O.C.MAX. r� ..—_._ _ _ - __ ..y.__'...._._- -_ - I J C.0O 1
NTAL�OF 1 -�- - --....-
DOOR V'BARS AT ` L OPTIONAL VENT — ISH FACE `z D-' e f
Hrf1CM-ACOS SQ�TK1.---•-- EACH OOMA WITH(4 X 14 X 3 X.010• + ----_ OPENING AREA NOT 70 EXCEED--_---- COL0016 ZE51CN 000 GRAIONAL N DES -_'-J----- — Q to I
6-8' 2 SECTIONS 18 Z Sf:CT1005 21' STEEL PLATE L...._A I
I SECilON,18•_3 SECTIONS 21' 5 WITH(4)d1A X 3/4'SOS 120 S0.IN. MAX,ODOR WIDTH W
m v1
7-6' S SECTAYls Ig Q N
CENTER STILE DAH DOORS INC.
r-9' 4 sEcnorls le'1 sficn6N ai' �•-_
e• a SECTIONS 18.2 SECTIONS 2i INSIDE ELEVATION HurricOno Moster�Model 824/2711 L.
6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Ste 1S'-2'X 16'-0"High I I-
W-3' 2 sEGTIoNs 19•J SECAONs 27• HANDLE fO4D STILE g
SECIMN III' 4 sccTlots xt ------ VBth Window Lite Option I
9 5EC110N5 21,1-
IT
1'- 014 X 3/4'SELF DRILLING SCREWS MAY BE USED
IT .6 SECTIONS 18•- IN UF.0 OF 014 X 5/8'SMS
____-.__-__ ....._.___..-- DESIGN PRESSURE RATING = + 40.0 PSF Iy 5
D'-J" 5 SECTg1{S 18'1 SECTION 21' ' -•--------'-----
1 LOCK BAR CA110E5 sa m
B'-6' I sECMNS 16.i--k S 2TwNs 2i• INSfALLEO ON END STELE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF a
-O'=s' a§ccnuN"s ls'a sesno7Js'zi' TGENERAL NOTE
WITH(4)014 x 5/8•SMS --- S a o ^
7 SECTIONS 18 s SECTIONS 71• Q 1. THIS PRODUCT HAS BEEN DESIGNEO AND TESTED TO COMPLY WITH THE o 0
1 STGI'lUH 19" !'-SO—ONS 21' 18T X 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014) jj fig+
10'-6'6 SECTXINS 71'- ENGAGES IN TRACK MUDING HIGH VELOCITY HURRICANE ZONE(IAMZ). v
10'-8.6 SEOWN5 16'1 SECTION 21' ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' y o 0
_� P, ANCHORS SHALL BE AS L15TED, SPACED AS SHOWN ON DETAILS.
II_ 5 SECTIONS 18'2 SECTIONS 21 CENTER STILES CONFICURATVON ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11;-3' 3 SECTIONS 2t
IDE KEYED CK MOOR MOTHS fj OF CENTER STILES DRESSING OR STUCCO. a
4 SECTIONS 1B' ' OU�5--. LO :�;
11--6.3 SECRDNs 16'4 SECTIONS 21 B W'�'�J'Y_""�1 'q•_p•TO p•_{a• '"-p _ 3. ALL H°LTS,NUTS AND WASHERS 94ALL 6E ZINC PLATED CARBON STEEL
11'-D•f2 SECTIONS IB'5 SECTIONS 21' LOCK BAR LOCKWC SHOWN "A_1,' - o o-----
- in'-°'TO_t i'-i°' 2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN TIOSE SHOWN IN •-
11' 1 SECTIONS 18'6 SECTIONS 21' ALTERNATE TO
i-4Ci TO 13'-t0' J THESE DETWLS ARE NOT PART OF THIS APPROVAL o d 6&=
IT4'7 SECTIONS 21'- - SPRING LOADED SLIDE BOLT -r"--
----"` --'-'-- LOCKS SHOWN ABOVE B-0'70 8'-10' ,,,+ 14-D'TO 16'-1tY a S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS I11TO WOOD ONLY, o
11-6 0 6ECTI0.Y5 IB'2 SECTIONS 21 '--'---`--" 15-tt'10 16'-2' �^_ 5- •�-
DOOR WIDTHS
f2-B•5 SFCIIONS 18•J S£CAONS 21 DOINI GSA TASw2E WITH TIE REQUIREMENTS OF FLORIDA
13' 4 BECKONS 18'4 SECTIONS 11' .,_.,A T _ - rr-��I-I•{ "r-3
—et , 2, AS-201 k TAS-2t13 FOR TMR ANO13'-3'3 SECTIONS te-5 SECTIONS 21' 9 ryl ._ {�i Try Ip III III ASR.f 13•-6' 2 SECTIONS 18'a SECTIONS 21' -I-+I - - IiL�.=1 =1 1! ?r'il II E.9': AVAD AHMM p.
13'-8' 1 SECTION 16' 7 SECTIONS 21' 0.'M' VRODULTYEVL%m
FIA.P E/I 7D592 i y
14' 8 SECTIONS 21'- 10'-0 TO 11'-10• I4-0 T° 15 10 CAN.3536 r•aOFlIrl�deFH1FT� a
T4'-3.6 5-ECTI01'L.5 1B'3 SECTIONS_21• �• - __.____.._- .__.-_.. f �-LyrCO&
ie:wd'5 SECTIONS 18''4 SECTIONS 21' DOOR YVIDn{S DOOR WIDTHS lip p Aeffoam
lJC
H'-0 4 SECfI0t15 IB'S SECTIONS 21 BDA/[glo1 7 L-,•a,.{,.
15'53'2 SECTIONS 18'7 SECTIONS 21•Ili�6 SECTIONS 21, 10 _'"'- '+=`""� w"'�'+ may'"+ T- �•;-'y =+' '�"-`='�1°� �= I / drawing no.
16'-B•_1 SECTION I8' B SECTIONS 71' g -- - - _ - i�Pm1T4 l 05-03�
19'-B'+9 SECTIONS 71'- 12'-0`TO 13'-10" ILS IS'-I1•TO 10'-2'
SECTIONS 18'14 SLCItONS 21' I1 —�—`--- `_ - 6hCe1 T FIR
DOOR YRDTFIS DOOR WIDTHS (-___
24 GA.STEEL PANEL•-
(� 1
O
1/2"FORMED TUBE 0 TOP, 0
OF EACH PANEL
FLAPS BENT OVER PANEL-
GA. P
I6 X 2-1/4'%3/4'X 2' �1 09
CAM STEEL UAAR REINFORCING TRUSS - - /// 0.
TRUSS FASTENED TO VERTICAL.INTERMEDIATE STILES _ 1
W/TWO A 14 X 5/8^S.M.S.AND TO END STILE 1/2"PUNCHED BOLES 1 C
W/FOUR® 14 X 3/4'SELF DRILLING SCR- _ -1__ .. :�-_ 0 4"O.C. ti
--h__ i a29wM
" 3/16"POP RIVETS
I6 GA%2-I/4'%J/P%2^ 16 CA.X 2-1/C X 3/4"X 2" AT 4"O.C.
UALY.STEEL UAAR REINFORCING 781155 ,J,—_ GAI.V•SIM BAR REMORCING TRUSS (6)FOR 21^5T1LES
-- 0 BOTTOM OF PANEL TRUSS FASTENED TO - TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES (
VERTICAL INTERMEDIATE SALES W/TWO W/TWO! 14 X 5/8"S.M.S.AND TO ENO STILE _ 5) FOR 18"$TILOS Q
914%5/8"S.M.S.AND 10 END STILE W/FOUR IT 14 X 3/4"SELF DRILLING SCR.
ri/EBUR J14%3/4•SELF ORIl1JN0 5. _ _ 16 C0. %2-1/4'%3/4'%2" I
GALV-STFFI U.BAR REINFORCING TRUSS 1
1 1/2"X 1-3/4'% 16 GA.OM TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
OPEN TUBE®80TiC11A W/TWO®14 X S/8'S.M.S.AND TO END STILE (�
OF EACH PANEL
W/FOUR B 14 X 3/4•SELF DRILLING SCR. 1
e '
O
lIl�
END STILE ZTri
1 1 _ -024"SIL.PANEL Z,N m O 1
IST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTIO3
N Z K m
OUTSIDE OF O�O
REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PAND. t Ov
In
OPTIONAL-STOP MOULDING
BY DOOR INSTALL.
STEEL TRACK BRACKET FASTENED 6 P%HING5/8'E SMS
TO WOOD JAMB WITH 8 PER NNGE 3/4'X 2'%2-1/2"X.049'STEEL lam- I
5/16"X 1-5/8"TAG SCREW-- 1/2"X 1-3/4'X.058"FORME STEEL _END STILE,CONNECT TO PANELS WITH
{FULLY THREADED) -GIVE TO PANEL AND SECURE TO FLAPS AND(4)J/18'ALUM RIVETS
HEX WASHER kFAD
TYPE A (4)3/16" SEE DETAIL A80VE
END STILE WITH 3/16'POP RIVETS 0 12'O,C. PoP RIVETS SOLID BRASS DOOR VIEWER
SOUTHERN PINE AND PUNCHED FLIPS BY 'SCHLAGE SECURIIY HARDWARE'
0.55 s.G.'1 3/4'X I-7/8'%2-1/2^X A49- EDGE _ INSTALLED IN 9/16' DIA- HOLES IN CENTER STILE r
.. -. '•a• STEEL CENTER STILE. ..i c
.d FOR OWNTRIES SEE SHEET 1 DISTANCE I! POSITIONED AT EYE LEVEL
AND o !��yyy
CALVED RIVETED TO PANEL �.� 'T V
L I Arra. _g/1a x 5/8^S.N.S. POP)J 165" D 1_3116 iS 3•Y S
4 HINGE \ Q� D' 1, ' O
I _ I
I 1-3/18" 1`'� 3/0^POWER--60LT BY'POWERS' - a
2"MIN.EMBED INTO CONC. V tl n
LLL 2'MW.EDGE DIST-
1.9"X 2.19"X 3.3'X 090' ONE PER BRACKET o
SEE SHEET 3 FOR BRACKET SPACING m u o u
STEEL TRACK BRACKETS I I
SEE SHEET 3 FOR SPACING _ --
— NNq
-`-' 1 En9r,JAVAD AHMAO .N q
(2)3/16'RIVETS CNAt NLODUu9EV►SFD 33
TOP&BOTTOM 1 FLA.PE 70592 �41I�IyiN rlEldSv FEM1da ^�
1 V+-2o ss BOLT
can. w/S 170 t; i fi
7-1/2"X 3"X.071"_ I
STEEL 7TtACi< 7-1/2"X J"%TER END ROLLER(ONCE & NUT ?
14 GA X 2-1/0"X 1"(STANDARD) GALV.STEEL CENTER --
12 CA.X 3-5/16'X 1-1/T(OPBONAL) 7/16^PUSHNUf HTNOE I.B2'DIA.X SO"STEEL ROLLERS(STD.) drawing no.
FASTENED TO i pU7ES INSTALLED ON ROLLER SHAFT
W/ 1/4-TO X 5/8'TRUSS H0. 1A2.OW X.50"NYLON ROLLERS OPTIONAL)
SLOTTED N.S. "dc LOCK NOT INTERIOR SIDE 2.75"044 X.SO"STEEL ROLLERS(((SOPTIO 05-03
SECTION B-B 2.75"OUL X,50'NYLON ROLLERS`OPTIO�
WITH 5'STEM rag-H270 $
/POP RWETS 2 X 2 X 1/8'HORIZ.ANGLE f• m
Z' // 2-J/4'%6-I/2°%3°x.104' 5/16°% 1-5/0"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK
-_ C DEAN STEEL. 5/16`SLEEVE ANCHORS CENTER SUPPORT ftE00. ON DOORS WITH 1W0 WELDS AT 1-1/2"APART
TOP ROLLER BRACKET ON EACH 510E WITH 1-1/4`EMBED INTO MASONRY EXFEEDING 8 FT. IN HEIGHT.. FIRST AT 3'O.C.
J PER
FASTENED W/(6)If 14 X 6/8`SALS. _ _ BRACKET i; A -) CONNECTED 10 FLAG REST Al 9'O.C.- c
L _ BRACKET ANGLE g
2-1/2"X 4-1/4'X 13 CA STEEL PLATES —_� --- ANO TO SPRING SHAFT/4-BOLT&NUT
GUIDE WITH
090 TLDC CALY.STEEL ADJUSTABLE _-�
\ SL@E FASTENED TO BRACKET WELDED TO 1-1/2"% 1-1/2'X 14 GA ANGLE - _ A (2)1/4-20 X 5/8"BOLT&NUT
W/5/16-18%3/4'HEX HEAD FASTENED TO TRACK a a
M.SCREWS&NUTS. _ WITH(4) 1/4-20 SS.BOLT.k NUL$ -- HORIZ.TRACK LENGTH OPENING PLUS 12' F 0 0 ,
TOP BRACKET _. .. _.._ LL
(STMIOARO) TOP BRACKET G
(OPTIONAL) I - VERTICIL TRACK / F
LOW HEADROOM DOOR 14 GA QALY.STEEL TRACK 2-1/8'X 1"X.OBD'- `4
fT� SECTION A-A $W2
HORIZONTAL REINFORCEMENT !r— C) <A
Cam
1/2°X 1-3/4`X.0.58"FORMED STEEL 11 q7 T•a ocpp
GLUED TO PANEL AND FASTENED TO 2"X 5-1/2—V STEEL
yI 3 0
VERTICAL STILES WITH pG•(1
(2)3/18'POP RIVETS FASTENED W/(4)8 14 X 5/B'S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTIONSECTION
ND13R HEIGHTS BRACKET PLACEMENTS y J
1/2'X 1-3/C X.058`FORMED STEEL HEIGHTGLUE - _...-..._...._.___........-_- a
IST 2ND 3R0 4TH SRI BI 82 B] 64 B5 OB 87 88
VERTICAL
f0 PANEL AND FASTENED TO I - C
Vf3tNCV.Si1LES Wihl 8'-0' 1B°18` 18"1B"N/A 1"10 2'11-3/4" 23` 34"_ 45' S6" 67"
(2)3/16"POP RIVE1$ 6T-6_21'18' 18`2L`N/A 1"TO 2"11-3/4" 23"_ 34` 45' 56' 67"
-5/16"MEETING PoB 7'-O' 21'21' 21"21" /A 1"TO 2'17-3/4 23"- 34" 45'
T-6' 18`18" IB"18" 18 1"TO 2`11-J/4' 23" 34' 45'
1.82'Dtk X.50'ROLLERS ---— —-._._...___...._ / I
8_0' 21"18"!18'18" 21 1"TO 2"ft-J/4' 23 --i4" 45' 56" 07` 78-1 4" Of I LA
/W/.44 DIA.X 4-1/4'STEM 0 -- t 0 0
/ x 0 -FOR
ARE NUMBERED STARTING AT THE BOTTOM O M
r FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. Ll
OPTIONAL INSULATIONS: >
HY.:OrPLAiT_£RODY&TS_LLC' �� --
c2 a
EPS-EXPANDED POLYSTYRENE 0 g m
DENSITY a 1.05 PCF o m 1 1.9'X 2.19'%3.3'%.090' d U N
I_ N.OA#11-0926.07 - STEEL TRACK BRACKETS jVZi m
OR 2-3 16"HIGH J DD W
--•A- - ISO-25 POLY-LSOCYANURATE CONNECTED TO 1RAcK WRH % QZ I0:rn[m
7. DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. / O O r L7 h
#11-092646 � 0
OR
_ O Z
BY'CELLOFOAM NORTH AMERICA'
DENS"- 1.03 PCF f DO rn
N.OA.#10-1129.04
OR /
BY'INSULFOAM LLC' / (--T--_
DENSITY v 0.92 PCF a
• �, N.O.A.#14-0311.08 m / / /
8
\14 GA.GALV.HIND STEEL '
ROLLER#14 x /8-FASSES n
_ w/(s)gtaxs/6"sus mm �yy `fig
DRAV61NC40UALITY G-40 STEEL PANEL. _-._ _ o�'8 @
iE
MIN YIELD STRENGTH=34 KSI
—�-WITH PRIMER AND BAKED-ON u
POLYSTER PANTED TOP COAT TRACK CONFIGURATION
w APPLIED TO 6001 SIDES OF STEEL
T
N C L� 6
dS}1 �
VERTICAL LIFT HIGH UFT STANDARD LIFT LOW HEADROOM
12 GA.GALV.STEEL DOUBLE TRACK
BOTTOM BRACKET FASTENED AVAILA LE TRACK OPTIONS
W/(4)®fa x s/B`sus
Eny'..NYAO ANM40
OPAL
FLA PE�20592 S PIS 1
CAN.J538 a
O•
_----SEEBOTTSH
4 OPTIONS 0 $ y
9
SECTION A-A JdO OIS � ilwemt d05n 03 I!
SEE SHEET 2 FOR LOCATION row.�__._.__-/
OF REINFORCING TRUSSES sheet 301__5_
\ 3 4' REINFORCEMENT f 1
AIN. / 1/2'X 1-3/4'X.058" 1 p
OG 118%1- FORMED STEEL 1
DISI. DRILLING SCREWS ------
SELF
\ z• MIN. OR SELF DRILLING SCREWS Z
c i E DIST. m 3/16-'RMX STEEL RIVETS OR ra
n • Im \ p
MULTI,
W/DOME HEAD 3/16"'RHEIC STEEL RNEIS ygJ4
p I T�
AT-0B"O.C. MOLTIGRIP W/DOME HEAD 1�
REINFORCEIffNT AT 48'O.C. a
\ y 1/2-X 1-3/a•x.D.:
FORMED STEEL
1/4'lX0.LAO SCREWS [23-Y'\^�'� _ � 1/4'DIA,LACI SCREWS O � LL
WOOD BUC I
AT 6-FROM ENDS 0 BU I \ AT 8'FROM ENDS C
AND 12'D.C.MAX. ` _ AND 12"D.C. MAX. - n
WSTtdP ADAPTER_, .,Q4
ALUMINUM - W'STRP ADAPTER
�
RUBOR W'STRIPPING RUBBER W'STRIPPiNG
osD- -.ono _{ J 3 N I
- `348
.534 .70d0
rL: I+
`L ¢ 750--I � 1.780•-^+
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
rc DO
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o o
n
THE INSTALLATION METHODS SFKNlMI ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT 41�
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOVIEO NO ADDITIONAL CALCULATIONS/DESICN W Q
WILL BE REOUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPUCA71ONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE g U S a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ------ ---'—•- Lj Z
ANCHOR SPACING - w
ANCHORS _ STRUCTURE EMBED SPACT EDGE 01ST. (n rn o I ,
315'HLC SLEEVE BY'HILTI' CONC. f 1-1 4 6" 2- Q m i
5/16'X 1-5/8" S CONFLEX BY'F.LCO' T.ED BLDLK• J-3 4 O I O
LAG SCREWS STEEL STRUCNRE BY OTHERS Jj'OYNABOLT BY ITW CONC. I-I 2 8' 2_3 4_ jC' O Z
AT IZ'O.C. -- MUST SUPPORT 111E LOADS IMPOSED J 8'POWER-BOLT DY POWE _CONC. w o
BY DOOR SYSTEM S SLEEVE_ALL BY 5_IMPSONS'(_ CONC. 1 -_Q-_- _�}�_ In
CONCRETE 1'c-3000 PSI MIN. Q N
C-90 GROUT FILLED BLOCK I'm 2DOO PSI CDN. =t•'
_ S/LB-DUI,BOLTS
WOOD BUCK CONNECTION TO MASONRY °'
WITH 2 OC RMA NUT
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL HE ANCHORED TO I� („ EDGE DIST'--� 9
GROUTED REINFORCED MASONRY BLOCK WALL OR CDNC.COLUMN WITH I 1
1/4'ULTRACON BY'ELCO'WITH SPACING OF I
10'O.L.INTO GROUT FILLED BLOCK WALL.WITH 2-1/4
MIN.EMBED
1D'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4-Mlk EMBED - 1
3"MIN.EDGE DISTANCE _ 1-1/4 K 2-I 2 X 14 C•A
i-1/2" 1-1/2' —CONY.STEEL AfJGLE 1-1/2" w
1/4-TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL u
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1//2"MIN,EMBED FLAT BRACKETS f3'LONG
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4-ILN4.EMBED 1/16"K 2-1/2 AT 12'0. W DOOR OPN6. 2-I/B'X 1"X I4 GA. Fr'.
3'MIN.EDGE DISTANCE FILLET WELDS O-LV.STEEL. X 1
AT 12'O.C.MAX. AT 18'O.G.ABOVE DOOR OPNG. JV-FASTENCD TO TRACK PLATES
3/8-CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE FA ((2 1/TO TRACK
PLATES
HO.
3/8'LOT BY'DW'WITH SPACING OF _ W/(3)SPOT WELDS AT EACH SIDE SLOTTE�O MS.h LOCK NUT w '
22'O.C.INTO 3000 PSI CONCRETE.WITH 2-1/2'MIN.EMBED o a c ni
3"MIN.EDGE DISTANCE GONTMLIDLIS ANGLE TT>4CK flEVERSE TRACK CONIINLK111S ANLL TRACK _
10 STEfl. TO CONCRETE AND FILLED BLOCK
3/8-IILC SLEEVE BY'HIL71'YATH TO WOOD RUCK SPACING Of
e"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN.EMBED,4-MIN.EDGE DIST.
12'O,C.INTO MOD PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2•MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBSIY OTHERS EoV JAVAD AHWAD <�QDlJCE8bVt4t� ��
CIML
FOR 140V CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE/
ERI70592 • �LIs IlvidA I}i Si
ADEQUACY
OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED CAN.3530 &BY DOORYSTM. �?C
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF "L6UF I 7
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. Ihab� {dfOWl� i rlcJ n�
MAXIMUM EXTERIOR(+)LOAD PER JAMB o(18.16'X 40 PSF)/2 383.2 lbs per Ft. I 05-03�
MAXIMUM INTERIOR(-)LOAD PER JAMB v(18.16'X 44 f JF)/2 u 39D.5 Lbs per FI. ('--
9neo1
*PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER ?.G OF FBC
24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE ,Y----
C
L765 1.725 !
7/16"DIA.WASIiER -
1.144
OG -t
(_ p8 x 3/4'SMS 21 3/4' O Q
®3/8'FROM ENDS MAX. .176 !-+-- �•B� a G 9
l J 1 'I i II I AND 7'O-C.MAX. WOW.WIDTH 0 a C 0
INTERIOR FRAME EXTERIOR FRAME �'
I 1! !i is 1/8' RIGID PVC 014E PIECE INJECTION RIGID PVC ONE PIECE INJECTION t7p
I (4)j8 X 3/4'SMS x o 4( ;
AND 6-1"FROM ENDS \ . a J —� - £=o
AND 3/8-F O.C.MAX. e P , d d 1 �. j t2;
E F
_... - �115.1'1E�fr,'
El Ell
.062DEEP� Ef� -
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in
6 It
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in
11 •.
�I11 .175 x.052 DEEP
h � '
I1, IGROOVEof 4
O S
1 ! 1 3
i' (4)08 X 3/4"SMS - INSIDE ELEVATION
!!I I 0 1-3/8'FROM ENDS
i! % RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS g
AND a-t/2'O.C.Ma. m
I C WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION
l 86'x V..ws
®3/8FTtOM ENDS � .175 X.062 DEEP ,.
AND 4-1/7.O.C.LIAR. GROOVE c o
J8 X 3/4'SMS
...._._..__.__.._._... J -'0 3/8"FROM ENDS
AND 7'O.C.MAX. r- ------------_- --- !n
Eng"JAVAO AHMAD I K
7/I0"DIA.WASHER __ _--__ -___-__ _ _ CML M013(lCESEVLSGO
RA.PE#70592
CAN.3530
DOOOr Ftnilh a Ip .�`
24 GA,(.024)STERPANEL EL MIN. --_�EXTERIOR a tc `�'
ODOR PANEL A �IrJ ZOE=
( roi24 CA(.02q)STEEL MIN. 18/16'MM, O.l.OPG. Q
CLA2ING 811E
WIDTH _ 05-03
sh0el 5 of