HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY
ffe M1 PRODUCT CONTROL SECTION
r' 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECt?4O (RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSIO T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.miamidade.¢ov/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:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
APPROVAL DOCUMENT:Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number, approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0304.01
MIAMI•DADECOUNTY Expiration Date:July 21,2020
1S Approval Date:April 23,2015
to Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS `Submitted under NOA#11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
S. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report NQ.258592,dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
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.
o41G��S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. 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.
"Submitted under NOA#09-0128.02"
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.
S. 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#14-0814.10"
1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
� iLhp)S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4"X 18 GA. --- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4'X 0.1"
GALV. STEEL CENTER HINGE ' STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
Q W/(4)014 X 5/8"SMS / `♦♦ -FASTENED TO ENO STILE WITH TO BE INSTALLED AT 1!6 N
WITHOUT DELRON SLEEVE(SID.) (6) 014 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE 4Y 1
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WITH (3)014 X 3/4" ♦U tO ♦♦ O ' -- ---. .] o n
SELF DRIVING SCREWS xI
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6'-6' T SECTIONS I8'2 SECTIONS 2j' STEEL PLATE AT 7"O.C. MAX. OPTIONAL FLUSH FACE O� % A
(3) 5"WIDE
6'-9• f SECTION te' 3 SECTIONS 21' WITH (4)014 X 3/4'SOS OPNG.ARFA NOT TO EXCEED 120 SO.IN. MAX. DOOR WIDTH -WOOD GRAIN DESIGN L p p .CO N
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7' 4 SECTIONS 21'- ______ 16'-2" ....— .. v"1
7'-6" 5 SECTIONS 18"- CENTER STILE DAB DOORS INC. e3
INSIDE ELEVATION ¢a
7'-9' 4 SECTIONS 18'1 SECTION 21' Hurricane Master®Model 824/811 r D x
OUTSIDE RAISED PANEL EMBOSSED DOOR
e' 3 SECTIONS 18'2 SECTIONS 21" HANDLE ENp STILE MOX. SiNa w ute X ion High O
8'-J' 2 SECTIONS 18'3 SECTIONS 21" With Window Lite Option
W S" 1 SECTION 18" 4 SECTIONS 21• 014 X 3/4"SELF DRIVING SCREWS MAY BE USED
W-9" 5 SECTIONS 21'- IN LIEU OF 014 X 5/8"SMS
9' a SECTIONS 18•- LocK BAR cu1DEs -/8-SMS DESIGN PRESSURE RATING = + 36.0 PSP
W-3' 5 SECTIONS 18'1 SECTION 21' INSTALLED ON END STILE - 44.0 PSF
V' 6' 4 SECTIONS 18'2 SECTIONS 21' WITH (4) 014 X 5/8"sMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES gg
9'-9' 3 SECTIONS 18'3 SECTIONS 21' 4 c 2 p€€€
10' 2 SECTIONS ia'4 SECTIONS 21' 18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 o rruu
10'-3• 1 SECTION is, 5 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILOI G CODE(FBC)FIFTH EDITION(2014)
22SS ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE MMZ u
f0'-6'6 SECTIONS 21'- CENTER SALES SCHEDULE'A' ( )• �+
10'-9"6 SECTIONS 18'1 SECTION 21" OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' S SECTIONS 18"2 SECTIONS 2t' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 16"3 SECTIONS 21' OPTIONAL ® ®® ® DOOR VADTHS 0 Oi CENTER STILES DRESSING OR STUCCO. -
IV-8' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN W-0"TO V-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
11'-9'2 SECTIONS 1a'S SECTIONS 21' ALTERNATE TO 10'-0'TO I1'-10" _ _2 _ 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 0
12' 1 SECTIONS 18'5 SECTIONS 21• SPRING LOADED SLIDE BOLT 12'-0"TO 13'-10' 3 o n 9
THESE DETAILS ARE NOT PART OF THIS APPROVAL. 'i o S=o
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE I W-O"TO 9'-1O" 14'-0•TO 15'-10' 4 'S
12'-6" 6 SECTIONS 18'2 SECTIONS 21" I^ 15'-1f•TO 18'-2' S 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i_ x
DOOR WIDTHS
12'-9' 6 SECTIONS 18'J SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
1J'-J' 3 SECTIONS 18"S SECTIONS 21" ASTM EI886-O5/ASTM E1996-09. N Y
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10'-0'TO 11'-10" 14'-0'TO 15'-10` CA.N. 3B
8 SECTIONS 18'3 SECTIONS 21'
IV-6' 5 SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS �
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I5'-9" 9 SECTIONS 21'- �12'-0'TO 13'-10'_� ��15'-11"TO 16'-2"
16' 6 SECTIONS 18'4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
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TO WOOD JAMB WITH S 14 x 5/8'SMS 3/4"X 2'x 2-1/2"x .049'STEEL INSTALLED IN 9/16" DIA HOLES IN CENTER STILE
5/16'X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
(FULLY THREADFLAPS AND(5)OR(6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL
ED)
HEX WASHER HEAD TYPE A 1/2"% 1-3/4'%.058'FORKED STEEL SEE DETAIL ABOVE G
ONE PER BRACKET CLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET•
END STILE WITH (4)3/16'POP RIVETSEDGE ---���111 3a*DLA.POWER-BOLT BY'POWERS' h b
SOUTHERN PINE ,%a�• 1-7/8'X 2-5/8"X.049'STEEL DISTANCE A) 2'MIN.EMBED INTO CONCRETE(3000 PSI MIN.) o
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1- MIN. POP 16
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STEEL TRACK CENTER HINGE
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I2 GA.X 3-5/16'X 1-1/2•(OPTIONAL) 7/B'PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS(OPTIONAL3 ,
FASTENED TO 8"TR PLATES INSTALLED ON ROLLER SHAFT 2.75'DIA. X.50"STEEL ROLLERS((OPTIONAL— C_4
W/1/4-20 X 5/8'TRUSS NO. 2.75"OIA. X .50"NYLON ROLLERS(OPTIONAL)
SLOTTED M.S. k LOCK NUT SECTION B-B WITH 5'STEM sheat 2-f
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE m °
/POP RIVETS5/16"% 1-5/B"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �u o
I I/ 2-3/4'X 5-1/2"X 3"X.104° - - 5/16•SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, N
I2 �W.STEEL WITH 1-1/4'EMBED INTO MASONRY EXREEDING B FT.IN HEIGHT 2"X 2-X 1/8"HORIZ.ANGLE I
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FT.OR o
FASTENED W/(6)Y 14 X 5/6'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z
SPOT WELDED TO HORZ,TRACK O
14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'APART
2-1/2'X 4-1/4'X 13 GA STEEL PLATES A J FIRST AT 3"O.C.,REST AT
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2"X 1-1/2`X 14 GA ANGLE -- N�
M. CREWS B%J/4•HEX HEAD - CONNECTED TO FIA/BPACKET ANGLE
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16%3/4'BOLT&NUf O
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH- OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT
°(STANDARD) TOP BRACKET)
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LOW HEAORbOMnDOD _ v
14 GA.GALV.STEEL TRACK G
HORIZONTAL REINFORCEMENT a�wa Q
1/2"X 1-3/4"X.058'FORMED STEEL VERTICAL TRACK Q'1 Q O
GLUED TO PANEL AND FASTENED TO 2-1/8•%1'%.OBD' 0 ea m
VERTICAL STILES WITH Y X 5-1/2•x too' SECTION A—A
(2)3/18'POP RIVETS
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GALV.STEEL
FASTENED W[OP4 RJLLER BRACKET FOR .1 S. a
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS a F
1/2°X 1-3/4°X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 82 B3 B4 B5 86 87 BH
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH - 6'-0' 18" 18' 18" 18"N/A 1"TO 2"I1-3/4" 23" 34` 45° 56" 67" a
(2)3/16'POP RIVETS 6'-6" 21' 18' 18"21'N/A 1°TO 2'11-3/4" 23" 34' 45" 56" 67"
5/16'MEETING RIB 7'-0" 21'21" 21°21°N/A 1°TO 2'11-3/4" 23' 34° 45' S6" 67" -
_ PLASTIC/STEEL ROLLERS 7'-6' 18"18° iB" 18" 18"1"TO 2'I1-3/4" 23• 34 45" 56" 67" 7B-i/4"
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PLASTIC/STEEL
DIA. X.50" _ 8'-0' 21" 18' 18" 1B' 21"1°TO 2"11-3/4" 23° N. 45" 56 67" 78-1/4'
1.82"�W/.44 DIA X 4-1/4'STEM M w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M
®. x FOR DOORS MORE THAN 8 FT.HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPTIONAL INSULATIONS: z m Q
BY'DYPLAST PRODUCTS LLC' 3o
EPS EXPANDED POLYSTYRENE 'o m 1.9'X 2.19°%3.3'%.090'
m USN
DENSITY a 1.05 PCF o / Z e
N.OA®11-0926.07 STEEL TRACK BRACKETS W u
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BY'CELLOFOAM NORTH AMERICA' � rn�...
DENSITY- 1.03 PCF N
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MIN. 024'ROLL FORMED STEEL PANEL m 8 y€;
DRAWING DUALITY G-40 C 3$
MIN.YIELD STRENGTH-39 KSI 3
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EAgr.JAVAD ANMAD b
CIVIL ]PRODUCT RENEWED
FLAPE 70592 w�L w11b1YPIoliO� I
O' BOTTOM SEAL OPTIONS CA.N. 3B
SEE SHEET 5
R � tAroalaC� drawing n0.
SECTION A-A
02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 3oL 5
REINFORCEMENT �f
'IN. 4W-:TR
'X 1-3/4'X.058"
ED STEEL
EEL
i 1-1/2'MIN. DISI. SELF DRILLING SCREWS �— X 1" Z
LF DRILLING SCREWS
I GE DIST. I m 3/16''RIVEIC'STEEL RIVETS
1.
iv n MULTIGRIP W/DOME HEAD 16"'RNEW STEEL RIVETS Q Z
AT 48'O.C. LTIGRIP W/DOME HEAD F'" La
1 i \ 48'O.C. a r
REINFORCEMENT S
1/2'X 1-3/4'X.058' Q
2BY 1/4'DIA.UG SCREWS 28Y 1/4'DIA.LAG SCREWS FORMED STEEL OLWOOD BU 1 AT 6"FROM ENDS WOOD SU I AT 6°FROM ENDS AND 15'O.C.MNG. ; AND 15'O.C.MAX. pW STRIPMINUM ADAPTER OCQL
RUBBER W'STRIPPING R W'STRIPPING
,040 I Ip
.22�4 6.3 LS 1J. 4 700 348
0
BOTTOM SEAL OPTIONS 4�4�
OPTION 'A' OPTION 'B' c`5
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) n
n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Q LL
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _. Z uj r
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING 03 W '$
ANCHORS STRUCTURE _EMBED SPACING EDGE 01ST. 8 N OIin
1
318-HLC SLEEVE BY HILTI CONC. 1-1/4'1 B' 2" d.
J 8 CONFLIX BY'ELCO FILLED BLOCK3-3 4'
B'DYNABOLT BY 11 GONG. 1-1" N
3 2 B' 2-1 2 -1 O Z
STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS CONC. 8' 2' o 0
5/16'X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALl BY SIMPSONS CONC. 1-1.2 _ 8' 3_, O'nj Ii
UC SCR�ws 8Y DOOR SYSTEM Q N g
AT 12' CONCRETE f'c=3000 PSI MIN.
C-90 GROUT FILLED BLOCK MmZPSI N '-"_
5/16"DIA BOLTS
. WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY �. .'_• �AT 12"D.C.MAX. EDGE DIST.
PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 6
G <1
ROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH j g
1/4 ULTRACON BY ELCO WITH SPACING OF
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1 4"MIN. EMBED
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1-1/4'%2-1 2"% 14 CA _ I o pg5
2-1/2"MIN, EDGE DISTANCE 1 1-1/2" 1-1/2° CONT.STEEL ANGLE 11-1/2 B B
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GAIN.STEEL H
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED —PUT BRACKETS t3'LONG 2_1 g % 1'X 14 OA. 01
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIH,EMBED 1/16'%2-1/2 AT 12"O.C. IN DOOR OF G. GAL STEEL TRACK
3"MIN. EDGE DISTANCE FILLET WELDS AT 18"O.C.ABOVE ODOR DPNG. FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCO'OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2)1/4-2OX5/8'TRUSS HD. m
3/8'LOT BY'ITV WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED 1.S.&LOCK NUr C S v m
23°O.C,INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED °e^;
N.MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 'm d^n 15
3/B'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD RUCK TO STEEL TO CONCRETE ANO FII l FO BLOCK c
10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 4'MIN.EMBED,4"MIN. EDGE DIST, C--�
15'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS � J�CML 70592 P PRODUCT RENEWPD
FLA. lj4�g4.p.4udXr FloTiO� d I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CAN.'S538 DJIdIy Q7i1 '
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Aft mNo B/ 1t
BY DOOR SYSTEM. a7JA v $ J$
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Browing no.
BURRING OFFICIAL UPON INSPECTION. Z0�5 A�Orol CoYd
MAXIMUM EXTERIOR(+)LOAD PER JAMB (16.16'X 62 PSF)/2 291 Lbs per Ft. OZ-Z 1
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16' X 44 PSF)/2 0 355.5 Lba per Ft. sheet 4of 5
' .5G0 f�-a•F-.256 U
*PLASTIC COMPLIES WITH I w
CHAPTER 26 OF FBC ev
DOOR PANEL SEE EVIDENCE PAGE
24 GA(.024)STEEL MIN, d
1.765
7/16'DIA.WASHER 1.144
p �I
V
r I V p r1
p8% 3/4-SMS 21 3/4" o
FROM ENDS MAX. .176 .000 a Q
D.C.
® 11 .Iii t1 nND 7" .C.MAX. wDw.WIDTH *EXTERIOR FRAME * j�ERIOR FRAME 0D c
_ a 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w
m 3 "G
1111 (4)BB X 3/4'SMS w = o MAX. LL y
t 1 i i l t 0 1-3/8-FROM ENDS r; a O.L.O.
AND 6-1/2.O.C.MAX. a g iO -- _ R W.�f
I I I O
L iii _ E51E]
'' � oil w
1111 175 X .062 DEEP
11 i I 0
GROOVE
1/4-POLYCAROGNATElE7NN
0Y'SAOIC INNOVATIVE PLASTICS'A @13-0717.01a III! .. .. :iujfa
4o 3i= owIppzrnr�
u --
I'i l 175 X.062 DEEP
1111 GROOVE _ o
111
P.
(4)g8 X 3/4-SMS INSIDE ELEVATION
O 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-t/2'D.C.W. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
d8 X 3/4'SMS
i C 175 X.062 DEEP c S
®3/8'FROM ENDS 0 d
g j t j i AND 4-1/2'O.C.MAX.
GROOVE •o o q
g8 X 3/4'SMS
®3/8'FROM ENDS 1.-t - nq
AND 7'O.C.MAX. --' I?IxQpUC!'REt!tKV1Ft► d o
CPAL
7/16-GAA WASHER `v - __J_ _ _ _ _ _ _ _ F CAN.LA.PE 538 2
DOOR PANEL EXTERIOR pp 11ulYRCt11 dr4w1�-�
24 CAL(.024)STEEL MIN. 15/16'MIN. D.L.OPG. i �J - ^ g rano.
240R PANEL
GA.(.024)STEEL MIN. GLAZING 817E 02-21
WINDOW WIDTH sheet$Qf $
t
M1AMPDADE MIAMI-RADE 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 OA www.mlamldade.eov/economy
DAB Door Company,Inc. ,
12195 NW 9811 Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the usiof co n materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pr " ct C trol Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Junsdi (A
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Pro on I Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right ave i duct or
material tested for quality assurance purposes. If this product or material fails to perform in the a er, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or sut a use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is d ed
by Miami-Dade County Product Control Section that this product or material fails to meet the requirem" s 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 9'-4"Wide w/
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,
dated 02/01/2001,with last revision J dated 03/09/2015,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 hack,
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 ofNOA.
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#14-0814.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.02
C
•DADEcouNTY Expiration Date:August 9,2016
• Approval Date:June 11,2015
ms Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.04"
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 24113.2.1,TAS 202-94
i
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.
"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.Pont,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.
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&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.
o�Jo2��•is
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Door Comnanv,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
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. 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. I1-0926.07,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#OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are 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,Pte.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extnision 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#14-0814.04"
1. Statement letter of code conformance to the 5"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.
. � a2 Zots
Carlos M, trera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2'X 3"X,071"GALV.STEEL TOP FI)CTURE 5-1/2'X 2-3/4'X 0.1" Y o
END ROLLER HINGE _-_ STEEL PLATE WITH ONE 5/16-18 MS W/NUT m
W/(6) 914 X 5/8'SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
WITHOUT DELRON SLEEVE (STD.) �'� (6) 914 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT o
WITH DELRON SLEEVE(OPTIONAL) v ``�� CENTER STILE T.
CENTER STILE C
1 e 1 T Q'&gym
7-1/2' X 2-1/4'%.071" 1 ---- - !_0
Cp o
1 e CALV.STEEL CENTER HINGE - �� '.
a0�
1 W/ (4) 914 X 5/8°SMS _.— -- -- - ¢ o: 9 r
WITH DELRON SLEEVE(OPTIONAL) B 1� o $ LL=N---S
\` LOCK
2/DOOR ' %0
o
' t
'01 Z
1"W X .15°THK. LATCH0ARD LOCK o r - —= I 00
LOADED SLIDE BOLT(BOTH SIDES) =�r6'� - - = O
FASTENED W/(4)914 X 1/2"S.M.S. — - —� - O
-- 5/8"MIN.LOCK ENGAGEMENT ''L V a~ V I O LLj 1'1
CONFORMS TO SECTION 1008 REGARDING GARAGI`DOORS II1I 1111 IIf�_I''(IIII Q,
- O`1 1 � _ �OPTIONAL
mDOOR HOW CONSISTS OF I `6'-6' 2 SECTIONS 18'2 SECTIONS 21' 158 DIA.GALV.AIRCRAFT TYPE i, ` i ® � �s� O 03�6'-9' 1 SECTION IB' 3 SECTIONS 21' LE&NICO-PRESS SLEEVE-i-- 1 i 1 � OPTIONAL VENTLA i= O ZW MIN. 5 TO 1 SAFETY FACTOR 1 11 I i (J)5'WIDE AT 7"O.C. MAX. FLUSH FACE L3 0
7' 4 SECTIONS 21'- 1 1 OPENING AN NOT TO EXCEED WOOD GRAIN DESIGN W
7'-J" - - i 5 1 120 SO. A CDESIGN � mm ami
7'-6' S SECTIONS I8'- 6"X 3"X 0.1'
7'-9' 4 SECTIONS 18'1 SECTION Z1' 11 i 0 T
e' J SECCICNS 18'2 SECTIONS 21' WITF1 2 14% 5 8"SMS `�11 `` U m MAX. DOOR WIDTH
8'-3' 2 SECTIONS 18'3 SECTIONS 21' () A / 9'-4'
O
W-6' I SECTION 18" 4 SECTIONS 21' `--�--'''
W-9' S SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS is'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR '
_g-JL. 5 SECTIONS 18'1 SECTION 21' DOOR OPTION
9'-6' 4 SECTIONS 18"2 SECTIONS
3 SEC71DNS 18'3 SECTIONS 21' 7-7/8°X 3-1/8°% .010°
10' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAD DOORS INC. 0 R '
iv-3" 1 SECTION 18' 6 SECTIONS 21'
CENTER STILE WITH(4) (114 X 3/4'SDS Hurricane Master®Model 824/811
ID'-6' 6 SECTIONS 21'- Max. Size 9'-4" X 16'-0" High
ID'-9' 8 SECTIONS Ill'1 SECTION 21' OUTSIDE 914 X_3/4"SELF DRI NG SCREWS MAY BE USED '�S
11' 5 SECTIONS 10'12 SECTIONS 21' HANDLE END STILE IN LIEU OF 914 X 5/8'SMS With Window Lite Option
11'-3" 4 SECTIONS 18'3 SECTIONS 21'
11'-6' 3 SECTIONS 18"4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF
1I'-9' 2 SECTIONS 18"5 SECTIONS 21• _ - 60.0 PSF
LOCK BAR GUIDES ..11
12' 1 SECTIONS 18'8 SECTIONS 21'
INSTALLED ON END STILE
1z'-J' 7 SECTIONS 21'- WITH (4)X74%5/e"SMS GENERAL NOTES
12'-6' 6 SECTIONS 18"2 SECTIONS 21' "
125-9' 5 SECTIONS 18'3 SECTIONS 21' 0 TBT X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
1J' 4 SECRONS 18'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014)
13-3' 3 SECTIONS 18'S SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ll
j
-2 SECTIONS 18'6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EO9r:JAVAD AHM AD t1R�ODUCf at vam .0 9
I SECTION 18" 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WILLL CJVA �a�411y 1Milar14' a SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA.PE 70592 aww"
C.AN. 38
14'-3' 8 SECTIONS 18'J SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON STEEL. ft)�
14'-6' 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE G $ f!
14'-9' 4 SECTIONS 18'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
13' 3 SECTIONS 18'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL.
_15'-3'.,._2 SECTIONS 18'7 SECTIONS 21' 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A Q 015 drawing no.
1 SECTION 18 B SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
11 1' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR LMR AND _
16' 6 SECTIONS is;!Z SECTIONS 21' ASTM E1886-05/ASTM E1996-09. eheeL l of 5
24 CA STEE®RIV�PANELU "
3/16"ALU
I
'1
U
FLAPS BENT OVER PANEL21/2"PUNCHED HOLES•.024"STL PANEL 0 4"O.C.
OUTSIDE OF DOOR Q F
4zo
B� j �l
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16'X THREADED)
LAC SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) END STILE (o: m
ONE PER BRACKET POSITIONED AT EYE LEVEL o 0
ANCHORS AT TRACK BRACKET: p
OPTIONAL STOP MOULDING A) 3/8'DIA.POWER-BOLT BY'POWERS' w j
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER 2'MIN. EMBED INTO CONCRETE Q
TO MASONRY SEE NOTE ON SHEET 4 1-7/8°MIN.EDGE DISTANCE
(U
1 SMS
PER HINGE 3/4'X 2'X 2-1/2"% 18 CA STEEL g)�/8"DIA.HLC SLEEVE 'HILTI' ? Z
8 'gym
m
END STILE,CONNECT TO PANELS WITH w
1/2"% 1-3/4°% .059'FORMED STEEL FLIPS AND 3/16"ALUM RIVETS I-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK -I (n rn pOC I
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/B'MIN. EDGE DISTANCE INTO CONCRETE O O 3 G
0.55 S.G. EOG D ST:!•• END STILE WITH 3/16'POP RIVETS O 12"O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCK H O
0 ° • EDGE CONCRETE Fc -3000 PSI MIN. � p rn
1-7/8'%2-5/8'% .045"STEEL
CENTER STILE,GLUED AND RNETED DISTANCE I C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
•+ TO PANEL W/(4)3/16'RIVETS I p N=
1 1/'MIN. �I PQP RIMS :. .
X14%5/8'S.MS.
I 1 4/HINGE
I I
b1-
ANCHOR TYPE A OR 8
1.9"% 2.19"X 3.3"X 102" ((1 PER BRACKET H
STEEL TRACK BRACKETS S'E�E SHEET 3 FOR BRACKET SPACING u
CIVIL
SEE SHEET 3 FOR;12
u $g
1 I
1 1/4-20 SS BOLT& NUT o d ,d'��'•,
7-1/2'% .071 GALV.STEEL
CENTER HINGE 7-1/2"X 3'X .071' c"
El
7/16'PUSHNUT
SECTION B—B ENO ROLLER HINGE O
INSTALLED ON ROLLER SHAFT PRWt1C 9AVLgW Q
Engn JAVAD AHMAD
EL TRACK INTERIOR SIDE 1.82'DIA.X .50'STEEL ROLLERS (STD.) CLb A 3
FIA.PE 70592
EL %2-1/8"%1'(STANDARD) 1.82"DIA.X .50"NYLON ROLLERS(OPTIONAL) CAkNSHarv..Nn�7 34�GA.X 3-5/16'% 1-1/2"(OPTIONAL) 2.75' DIA. X.50'STEEL ROLLERS(OPTIONAL) OOeOAl09pal y 3
2.75"DIA X .50"NYLON ROLLERS(OPTIONAL)
WFASTENED4-20%55//8'TRUSS HD. WITH 5"STEM By —�
SLOTTED M.S.&LOCK NUT drawing n0.
MAR 01-09
sheet 2 of 5
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE (� "
2" 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V
2-3/4"X 5-1/2'X 3"X.104' 5/16°SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2"APART
GA.TOPVROLLEL BRACKET ON EACH SIDE WITH 1-1/4'EMBED INTO MASONRY EXREEDING B FT.IN HEM" FIRST AT J"O.C. �I
FASTENED W/(6) 0 14 X 5/8'S.M.S. - 3 PER BRACKET p+ REST AT 9"O.C. Z
CONNECTED TO FLA/BRACKET ANGLE
LID HK.GALV.STEEL ADJUSTABLE D TO SPRING SHAFT GUIDE WITH
SLIDE FASTENED TO RACKET 2-1/2'X 4-1/4'X 13 CA STEEL PLATES � A`, O Z
W/5/16-18 X 3/4°HEX HEAD _ _ WELDED TO 1-1/2°X 1-1/2"X 14 GA.ANGLE -- (2) 1/4-20 X 5/8'BOLT&NUT W
M.SCREWS&NUTS. fASTENEO TO TRACK - -- 0.
TOP BRACKET WITH(4) 1/4-20 55. BOLT&NUTS -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12"
(STANDARD) - Ya
O
TOP BRACKET nA
(OPTIONAL) VERTICAL TRACK V
= LOW HEADROOM DOOR 14 GA GALV.STEEL TRACK 2-1/8'X 1"X.060° VVVV p
142 SECTION A—A C 0 w R
HORIZONTAL REINFORCEMENT O Q Q
o= 1/2'X 1-3/4"X.059°FORMED STEEL 2'X 5-1/2"X.104' p+(A
GLUED TO PANEL AND FASTENED TO GALV.STEEL
a-o VERTICAL STILES WITH FASTENED W/ 4)y 14 X 5/8-S.M.S. O:N C a
a (2)3/16'POP RIVETS TOP 91-LER BRACKET FOR Q u1
LOW HEADROOM DOOR OPTION {L Z N F-�
5 0I 5
HORIZONTAL REINFORCEMENT DOOR " SECTION HEIGHTS BRACKET PLACEMENTS ��q�
1/2°X 1-3/4'X.059'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 B3 84 B5 B6 97 BB
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6�0 '-0' 18'1B" 1B°18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
(2)3/18"POP RNEfS 6'-6' 21'18" 18'21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
5/16'MEETING RIR 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"
1.82"DA. X.50"ROLLERS rs _ 8'-0" 21"18" 18°18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4 °0
W/ .44 DA.%4-1/4'STEM = •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
x FOR DOORS MORE THAN 8 FT, HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPTIONAL NSULA7IONS: _¢ q
13Y'DYP ACT PRODUCTS LCC'
EPS-EXPANDED POLYSTYRENE a
_ o� 1.9'X2.19"X3.3'% .080" U r
DENSITY a 1.05 PCf STEEL TRACK BRACKETS (Q9 Z Z ,Amo
N.OJI.011-0928.07 n 2-3/16'HIGH J aO w
w u OR m CONNECTED TO TRACK WITH Q
to ISO-25 POLY-ISOCYANURATE Z � m
p= DENSITY=2.0 PCF ) 1/4"BOLTS&NUTS. / O O$ w
w
N.O.A./11-0928.06 OC]Z=H
BY'CELLOFOAM NORTH AMERICA' cn
w
DENSITY- 1.03 PCF Rr
/ Q N
N.OA 010-1129.04 _
OR
BY'INSULFOAM LLC' -
DENSITY-0.92 PCF m
.®' N.OA 114-0311.08 6
O\14 GA.GALV.STEEL
ROLLER HINGES FASTENED
W/(4)014 X 5/8'SMS m
° �
MIN. .024 ROLL FORMED STEEL PANEL
DRAWING OUALTN 0-40 u
_— MIN.YIELD STRENGTH s 34 HSI
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION w o 15
POLYSTER PAINTED TOP COAT
APPLIED TO BOH SIDES OF STEEL
�= Naory=a$
IM VERTICAL LIFT HIGH l� STANDARD LIFT LOW HEADROOM .>o u$
- - DOUBLE TRACK
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
W/(4)014%5/8"SMS Engr.JAVAD PHMAD Q 4
CML
FIA PE/70592 PRODUCCREVLSW
CA.N.,S
BOTTOM
O SEE SHEET OPTIONS TDAN o A
�_.
Z0�5 B) drawing no.
SECTION A—A
sheet 3 of 5
3 4" REINFORCEMENT
O
OGE FORMED 1EEL'%.058"
�li V O
OGEDIST. BB% 1' 1�
SELF DRILLING SCREWS
W z 1-1/2"MIN. OR
a 3/16"'RIVE%'STEEL RIVETS SELF DRILLING SCREWS Z
I GE DIST. I m 0
o MULTIGRIP W/DOME HEAD 3/16•RINE%'DOSTEEL HEAD fy
AT 48'O.C. IY
MULTIGRIP W/DOME HEAD
j a 3 AT 48'O.C.
REINFORCEMENT a' m
1/2'X 1-3/4"X .058" D w
FORMED
STEEL O + a �t
2BY 1/4'DIA. UIC SCREWS 28Y 1/4'OLA.LAG SCREWS �O u
WOOD BU �-AT 6'FROM ENDS 2BY WOODBU `AT 6'FROM ENDS A
I AND 19 O.C.MAX. WOOD I 1 AND 19'D.C.MAX.
W's ADAPTER
UM STRIP ADAPTER c R STEEL 0 A.Q G
C)
RUBBER W'STRIPPING RUBBER W'STRIPPING Q 9 3 G
1 050 —� T— .040 LL ZZ9 Uu��fS-
.224I .534 .700 340 Q bi H
��1.750-J� —f
It 1.790
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
o= �
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 0 n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT M1
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN CW.7 Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. LL
ANCHOR SPACING
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _..._ Q Z n
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS STRUCTURE EMBED SPACING EDGE GIST. O _ Z m
• 3 8 HLC SLEEVE BY'HILT]" CONC. 1-1 4 8" 1-5 8 -J t/►rn o I
3/6 HLC SLEEVE BY HILTI FILLED BLOCK 1-1 4" "
3 8"OYNABOLT DY'ITW' CONC. 1-1/2' _ B" 2- O 0�+f�•J
STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY'ITW FILLED BLOCK 1-1 2 8"_ 2-11/4'
5/16'X 1-5/8' 3 8 POWER-BOLT BY POWERS' CONC. 2' 8" 1-7 8 U p Z in
LAG SOREWS MUST SUPPORT THE LOADS IMPOSED 3 B SLEEVE-ALL BY SfNPSONS CONC_ 1_1 2 B' 1-7 8 cn U) n
AT 12"O.C. BY DOOR SYSTEM - mm O1.J
CONCRETE f'c -3000 PSI MIN. Q N
C-90 GROUT FILLED BLOCK Fm 2000 PSI MIN. 0 _
' 5/16'010.BOLTS
WOOD'BUCK CONNECTION TO MASONRY >' WITH WASHER k NUT —�
AT 12"O.C.MAX.
b • EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1'
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1
1/4"ULTRACON BY'ELOO'WITH SPACING OF 2000Z
16"D.C. INTO GROUT FILLED BLACK WALL,WITH 2-1/4'MIN.EMBED
18"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED
2-1/2"MIN.EDGE DISTANCE � 1-1[4'X 2-1/2'X 14 GA U R
1-1/2' 1-1/2' CONT..STEEL aArvNGLE 1-1/2' &
1/4"TAPPER BY'POWERS'WITH SPACING OF -
14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED 12 GA GALV.STEEL
16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED / FIAT BRACKETS f3"LONG 2-t/8'X 1'X 14 CA y a m
3"MIN.EDGE DISTANCE 1/1 FI %2-1 2 AT 12'O.C. IN DOOR OPNG. GAL.STEEL TRACK .+
FILLET WELDS FASTENED TO TRACK PLATES
3/8'CONFLIX BY'ELCO'OR . AT 12"O.C.MAX AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1/4-20X5/8'TRUSS NO.
3/B'LDT BY'ITW WITH SPACING OF CONNECTED TO CONT.ANGLE S O7TED M.S.&LOCK NUT
24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED W/(3)SPOT WELDS AT EACH 510E y
2'MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTIUWS ANGLE TRACK a o
d H $
3/8-HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD_BUCK TO STEEL TO CONCRETE AND FILLED BLOCK '�°c LL S
8'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBEO,4"MIN.EDGE DIST. o
18"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION _
Engn JAVAD AHMAD Q
PREPARATION OF JAMBS BY OTHERS CML PROMIcEallVall)
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FIA,PE B 70592
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.AN.'3538
BY DOOR SYSTEM. Ampnoe Tb 31 OZ
. L $
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. Y) drawing Do.
MAXIMUM EXTERIOR(+)LOAD PER JAMB (9.33' X SO PSF)/2 233.3 Lbs per Ft. 1015 LO —09
MAXIMUM INTERIOR(-) LOAD PER JAMB-(9.33'X 60 PSF)/2-279.9 Lbs per Ft. sheelof 5
,
' * PLASTIC COMPLIES WITH .500 r1-.250 V
DOOR PANEL CHAPTER 26 OF FBC
24 GA (.024)STEEL MIN. SEE EVIDENCE PAGE o
1.765
,.725
7/16°CIA.WASHER
1.144 d S
j A
(� Ia X 3/4"SMS 21 3/4•
C 3/B•FROM ENDS MAX. .176 .800 d
t III 1 t1 AND 7.O.C.MAX. WDW.WIDTH 0 Q D
1 � * EXTERIOR FRAME * INTERIOR FRAME
i 11 1 W 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 3 90
n 1
1 , 1 (4)88%3/4•SMS = j Q LL �
® 1-3/8•FROM ENDS \3 \0 0
I t AND 6-1/2°D.C.MAX, o u, Q W c+l
;III 1 j Y a, o YI l�
L 1 -
ED
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I I I 175 X.062 DEEP
1111 GROOVE El
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1111 1/4"POLYCARBONATE LEXAN � � i' p W M
I BY'SARIC INNOVATIVE PLASTICS' W >
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S5m
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I
(4)18 X 3/4°SMS INSIDE ELEVATION �+
1 111 ; ® 1-3/a•FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS "
j 111 I AND 6-1/2.O.C. MAX.
1 WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I /B X 3/4'SMS C
8 3/8•FROM ENDS 175 X.062 DEEP -
1 I AND 4-1/2"O.C.MAX. GROOVE d N
4 0 8 S
_i /8 X 3/4°SMS
®3/8•FROM ENDS
AND 7"O.C.MAX. r- _-
-_- Eapl:JAVAD AHMAD Q g
Cori
7/16°DIA.WASHER _ _ _ _ _ _ _
Z. _ _ _ _ _ _ _ FLA.PE 70 92 PRODUCT�VL9P�
� ftflq11 Q 1
ODOR PANELEXTERIOR L_
24 CA. (.024)STEEL MIN.
DOOR PANEL 15/16"MIN. D.L.OPG. 131' PNdIM CaM,d drawing O�
24 GA. (.024)STEEL MIN. GLAZING BITE
WINDOW WIDTH
sheet 5 of 5