HomeMy WebLinkAboutProduct Approval 6 7
MIAMI- MIAMI-DADE COUNTY
r=111 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 P(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eoy/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 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,retirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the >+lor�;ouilding Code,
including the High Velocity Hurricane Zone,
DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 4g: 'de with
Window Lite Option(DP+36.0,-44.0 PSF).
APPROVAL DOCUMENT:Drawing No.02 21,titled"24 GA.Roll Formed Steel Secti Garage '
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepn
Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade CounctControl renewal stamp with the Notice of Acceptance number and expiration date by the MiaCounty
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''' ries
number,the positive and negative design pressure rating,indicate impact rated if applicable,insta' "
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 si
bottom angle,or inner surface of a panel.
RENEWAL NEWAL 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 bhp a r ion or change in the
materials;use,and/or manufacture of the product or process.Misuse of this NOA a n ent of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.FARM with any section of
this NOA shall be cause for termination and removal of NOA. g, 0
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade o t Ftgr ,and followed by the
expiration date may be displayed in advertising literature. if any portion of the N 4ip then it shall be done
in its entirety. 0 O 2 m
INSPECTION:A copy of this entire NOA shall be provided to the user by the ma � istributors and
shall be available for inspection at the job site at the request of the Building Official. Dits C7�
This NOA renews NOA#14-0814.10 and consists of this page 1 and evidencae E-2,as well as
approval document mentioned above. P ttt 4.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0304.01 .
MIAMI-DADECOUNTY Expiration Date:July 21,2020
• !s Approval Date:April 23,2015
0g10 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 I 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 tinder NOA #05-0228.020
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.
5. 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 No.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 09122/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
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 scaled by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12119/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA i 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 11128/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfbam,LLC,for their
Insulfbam 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
01111/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block hisulation,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.
Drqz-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 Bum 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#14-08.14.10`1
1. Statement letter of code conformance to the 51'edition(2014)FBC and 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
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E 2
7-1j2"X 2-1/4'X 18IN GA. ----- w PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4'X 0.1' HiF
GALV. STEEL CENTER HINGE 0 STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWERan
Wj(4) 214 X 5fe"SMSw -FASTENED TO ENO STILE WITH TO BE INSTALLED AT0 WITHOUT DELRON SLEEVE(STD.) 0 \ (6) #14 X 3/4"SELF DRILLING SCREWSANY CENTER STILE7-1/2"X 3"X.071"GALV.STEEL + SEE SHEET 3 FOR TOP BRACKET OPTIQNSEND ROLLER HINCE ICENTER STILES i
W/(6) 1214 X 5/8"SMS S£E BCH. 'A' AWITHOUT DELRON SLEEVE(STD.) IWITH OELRON SLEEVE(OPTIONAL)7-1/2"X 2-1/4'X.071" _ _GALV. STEEL CENTER HINGE 1 LOCK I O
p W/{4) 14 X 5/8'SMS 2/DOOR \+� - I GI ..
WITH OELRON SLEEVE (OPT ONAtf `
O 1"W X .15 THK. LATCIi ww
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CENTER HINGE STANDARD LOCK ww I -� C 4,a< aqp
\ SPRING LOADED)LIGE BOLT(BOTH S1QE�SZ A •,V_'_—:5; I 4 1
FASTENED W/ (4) {/14 X 1/2' S.M.S. t - � O
MIN,LOCK ENGAGEMENT o
CONFORMS TO SECTION 1006 REGARDING \\t\ - - - .J _ '�` _ --'_ ti` — — 'i 0 o =o
GARAGE DOORS E-. I z N rn ,Z M s d
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.158 DIA. GALV.AIRCRAFT TYPE ." p '''.` �- w` , -- I 0 0 o Q w d f f
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CABLE&NICO-PRESS SLEEVE � \ � � B t - �. $w �I=i �
Wj MIN. 5 TO I SAFETY FACTOR f \\ f p `\ -�_ _ .____ -t, n
2-3j4'W X 5-5/8"H X .090 1HIt.y +,
STEEL PLATE, 1-3/8" DEEP\ 1
WITH (3)111 X 3/4" O
SELF DRILLING SCREWS r „% -i�—-'—,) -."" - - - �-V -- 1— O
ww BRACKET//' w BRACKET
STD. LIFT DOOR LOW HEADROOM _...I - -
TOTAL of DOOR OPTION r ,-._ _ _ I `•' Gj d N
DOOR U'BARS AT — —.___.— ._ ._ !z N W °
fiBGHt CONSISTS of EACH DOOR 7-Tj8'K 3-1/e"X.OIO" '� _,,� OPTIONAL VENTS -" g
6'-6' 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE . `„OPTIONAL FLUSH FACE I I Ol
h _ - _ (3)5"WIDE AT 7'D.C. MAX: —' WOOD ,(RAIN DESIGN
Ill I SECTION i8' 3 SECTTIO14S 21' WITH (4) #14 X 3/4"SOS j OPNG.AREA NOT TO EXCEED 120 S0.IN. Q '0
7' 4 SECTIONS 21'- I - MAX. DOOR WIDTH 0 Z
7'-3'
5 SECTIONS 18'- CENTER STILE- DAB DDRB$ INC.
7'-9"14 SECTIONS 18"1 SECTION 21' INSIDE ELEVATION f JY
6' .3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR f Hurricane Master®Model 824/811 v! x
e'-3' 2 SECTIONS 18'3 SECTIONS 21' HANDLE END STILE _ MO%. Size 16'-2" X 16'-0'High N
8'-K 1 SECTION IS' 4 SECTIONS 21' t With Window Lite Option r----^-}
8'-9' 5 SECTIONS 21'- #14 X 3/4"SELF DRILLING SCREWS MAY BE USED '
S' 8 SECTIONS f8'- p, , IN LIEU OF O14 X 5/8-SMS
LOCK BAR GUIDES DESIGN PRESSURE RATING = + 38.0 PSF
9'-3' S SECTIONS 18'1 SECTION 21" " INSTALLED ON END STILE
4 SECTIONS 18"2 SECTIONS 21' s WITH(4)#14 X 5/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT RAL NOTES .0 P n �N 6
9'-9' 3 SECTIONS 18'3 SECTIONS 21' 9 _€
IO' in
2 SECnONS 18'4 SECTIONS 21' ABT X.6W LOCK BAR -" "---."-- 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °o
50'-3' i SECTION 18'0'-6" 6 SECTIONS 21'-5 SECTIONS 21' R ENGAGES IN TRACK ON EACH SIDE OF DOOR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITOR( )1 201+ j 3W y
1 25 INCLUDING HIGH VELOCITY HURRICANE ZONE(IVF Z). u a u
10'-9"6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A'
IV 5 SECTIONS 18'2 SECTIONS 21' OUTSIDE KEYED LOCK 2. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. s n a o
CENTER SOLES CONFIGURATIONANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL >u x z z
I1'-3' 4 SECTIONS 18'3 SEC170NS 27' APTlONAL DOOR 4riDINS (<'OF CENTER STILES DRESSING OR STUCCO.
11'-e" 7 SECTIONS 18"4 SECTIONS 21' LOCK BAR LOCKING SHOWN ®�!q pl 8'-0'TO 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'_9"2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO �i=41 f0'-0'Tp 11'-10' 2
12' T SECTIONS 18'6
SECTIONS 2t" SPRING LOADED SLIDE BOLT •` - - --- 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
12'-0'TO i3'-10' 3 v a r
12'-3" 7 SECi10N6 21'- LOCKS SHOWN ABOVE THESE DETAILS ARE NOT PART OF THIS APPROVAL.
-8_-0"TO 9'-10" 14'-0'TO 15'-10' 4
i2'-6'6 SECTIONS 18"�2 SECTIONS 21' --- ^-- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 'Er 0 _ s<
DOOR WIDTHS 15'-tt"T4 ib'-2' S
1213' S SECTIONS 18'3 SECTIONS 21' p00R TESTED IN ACCOI:DANCE WITH THE REQUIREMENTS OF FLORID
}3' 4 SECTIONS 18'4 SECT10N5 21' BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND '1
I3'-b' 2 SECTIONS 18'8 SECTIONS 21'3 SECTIONS 18'5 SE TIONS 21' i � '
® � '.a'��-'I (I ISI ASTM EtR86-OS/ASTM E1996-a9.
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I SECTION 18" 7 SECTIONS 21' CML pltODIICtR6MEWFD $
14_8 SECTIONS 21'- II FLA.PE/70592 '. i
8 SECnONS 18'3 SECTIONS-21• h 10'-0"TO 11'-10" I �.- 14'-0"TO 15'-10" r w8AMFiat*
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C.A.N.An
DOOR WIDTHS p00R WIDTHS lliltt6l�
14'-6"5 SECTIONS 18'4 SECTIONS 21' Aama""n'ms ND 5122k,
54'-D" 4 SECTIONS 18'S SECTIONS 21' ® ® ® ® c
15' 3 SECTIONS 18'6 SECTIONS 21' I"- ! i i [----�
2 SECTIONS 18'7 SECTIONS 21" 2015 By dr wing`no
t5'-6' i SECTION 18' B SECTIONS 2i' 1,--- ` -- L 02_21
SECTIONS 12'-0"7q 13'-10"_ __ 11 15'-11'TO 16'-2' VZ
t6' a SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS l 4pOR WIDTHS 6A Sheat 1 OT rj
I" •
24 GA.STEEL PANEL-
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FLAPS BENT OVER PANEC� z
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to � �1
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7J2'PUNCHED D.C. i <�/ A
055'X 2-1/4"X 3/4'X 2' _ I I Q IL<
GALV.STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO 1 �' 99300 N
VE CAL INTERMEDIATE STILES W/TWO ` _ i ti
#14 x 5/8"S.M.S.AND TO ENO STILE jJ '
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W/FOUR#14 X 3/4'SELF DRILLING S. IJl Q
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3 (5)FOR 18"STILES
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END STILE m ¢J
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IST SECTION (ROTTOMINTERMEDIATE SECTION TOP SECTION E o 0 3
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OPTIONAL.STOP MOULDING
BY OR INSTALLER SOLID BRASS DQOR VIEWER 4 N I
BY 'SCHLAG£SECURITY HARDWARE' a C3 ~
STEEL TRACK BRACKET FASTENED a.1
TO wooD JAMB WITH ® ta x 5/6"SMS 3/4"x z'x 2-1/2"x.oas"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
5116"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS W17H
(FULLY 7HREAOED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2"X 1-3/4'X.058'FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO
ANCHORS AT TRACK BRACKET:
END STILE WITH (4)3/16"POP RIVETS 3ZB'_DIA_POWER-BOLT BY'POWERS'
SOUTHERN PINE 1-71V X 2-5/8'X 049'STEEL EDGE A) 2"MIN. EMBED INTO CONCRETE 3000 PSI MIN. n X7
0.55 S. „ . '•°•r! DISTANCE ( ) " M It
CENTER STILE,GLUED AND RIVETED 2"MIN. EDGE DISTANCE °
TO PANEL W/(4)3/18"RNETS Ck'�
3jt6'
1- MIN. POP RIVETS :". 11 J 16 -
(( 14 X 5/8"S.M.S. ^'h= / }f8'DIA fM.G yf. EOE BY'HII,�I' N�
1 DI5T. I f 4/HINGE 1 °.'b° B) t-1/4"MIN. EMBED INTO CONCRETE OR fAC£D BLOCK
I i 1 4'MIN.EDGE DISTAN ETANCE INTO F2-1/4"MINEDGE ILLED CONCRETE K
17 �
CONCRETE f'e - 3000 PSI MIN.
...333 L.
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
1.9"X 2.19"X 3.3"X.090" (A(NCHOR TYPE A OR 0 c u x_
STEEL TRACK BRACKETS- 1 r ' $EE PER BRACKET
SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING U7j -
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I E"4r:JAV�AHMADFGA.PE 70592 M�1�q Nd1i}M 1119"7-1 2'%.050" 7-7 2"X.077' 1/4-20 SS BOLT CCaOe�NO
OALV.STEEL INTERIOR SIpE END ROLLER HINGE & NUT STEEL TRACK CENTER HINGE -714 GA.X 2-1/8'X 1"(STANDARD) 1.82"DIA.X .50"STEEL ROLLERS(STD.) Byp.l12 G0. X 3-Sft6"K 1-iJ2"(OPTIONAL) 718"PUSHNUT 1.82"tNA.X.50"NYLON ROLLERS(OPTIONAL) 'FASTENED i0 TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50'STEEL ROLLERS(OPTIONAL)—W/ 1/4-20 X 5/B'TRUSS HD. ' 2.75"OIA• %.50"NYLON ROLLERS(OPTIONAL)
SLOTTED M,S.&LOCK NUT SECTION B—B WITH S'STEM }
POP RIVETS1-1j2-X 1/2"X 1/8'HORIZ.ANGLE [t
5/16"X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT.
f«-2" 2-3j4'X 5-tj2"X 3"X.104' _ 5/16"SLEEVE ANCHORS CENTER SUPPORT REDO. ON BOORS WITHOUT INSULATION OR WINDOWS. 1�
GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EXREEDfNG 8 FT.IN HEfCHF�„ 2"X 2"X 1/8'HORIZ.ANGLE
OP ROLLER ARACKET ON EACH SIDE 3 PER BRACKET II A ..- FOR DOOR HEIGHTS ABOVE 8 FT.OR N
FASTENED W/(6)If 14 X 5/8'S.M.S. 71 1 DOORS WITH INSULATION OR WINDOWS z qy
SPOT WELDED TO HORIZ.TRACK O „
14 GA.GALV.StEEL ADJUSTABLE 2-i 2 X 4-i 4 X 13 GA.STEEL PLATES WITH TWO WELDS AT 1-1/2'APART `cq3
SUDE FASTENED TO BRACKET J" / , FIRST AT 3"O.C.,REST AT 9'O.C. }}..
W/5/16-18 X 3/4"HEX HEAD _ WELDED TO 1'1/2"X 1'1/2"X 14 GA ANGLE - A-"- P
FASTENED TO TRACK CONNECTED TO FLAG BRACKET ANGLE 2
M.SCREWS&NUTS. - - a.
WITH(4) 1/d-20 SS. II01T&NUTS W/3f8-16 X 3f4'861T&NUT
90
TOP BRACKET, - -- HORIZ.TRACK LENGTH= OPENING HEIGHT PLUS 1Y AND TO SPRING SHAFT GUIDE WI1H
(STANDARD) TOP BRACKET V — (2) 1/4-20 X 5/8"BOLT&NUT rCu
' (OPTIONAL)- �!
LOW HEADROOM DOOR Q 4'j ti
HORIZONTAL REINFORCEMENT 1 14 GA GALV.STEEL TRACK o
1/2"X 1-3/4"X.058" FORMED STEEL VERTICAL TRACK o a 6 0
-GLUED TO PANEL AND FASTENED TO
_ VERTICAL STILES WITH ^_ 2-1/8"X 1"X.080' Q'71 ti it
(2) 3/16'POP RIVETS 2"X 5-1J2'X .104' ,. SECTIO-N A-A Q
GALV.STEEL r' Y ��,_,,.�-
FASTENED W/(4)1 14 X 5/8"S.M.S.
TOP ROLLER BRACKET FOR // 2
1JORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION t DOOR " SECTION HEIGHTS BRACKET PLACEMENTS
1/2'X 1-3/4"X.058"FORMED STEEL 1 HEIGHT IST 2ND 3RD 4TH 5TH 87 82 83 84 I BS 86 87 BB
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6'-O" 18"18' 18`18"NIA i"TO 2"11-3/4"' 23" 34" 45" 56" 67'
_ (2) 3/16"POP RIVETS —} _
6'-6" 21°18" 18 21'N/A 1"TO 2"11-3/4" 23' 34" 45" �56" 67" I '
5/16"MEETING RIB 7'-0' 21'21' 21"21'NIA I-TO 2'11-3/4 23" 34" _4S" S6"
_ PLASTIC/STEEL ROLLERS IB' 18" 18"18" 18"1'TO 2'I1-3 4" 23' 34" 78-1/4'
�. 1,82'DIA.X.50" ----J 8'-0" 21'IS" 18"18" 21'1"TO 2`ii-3/4' Z3" 34"_.I 45 56 6J" 78-1/4`
/ W/.44 CIA X 4-1J4"STEM m SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M
x FOR COORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C. pj Ps
: Z/K
OPTIONAL INSULATIONS w
8Y'OYPLA$T PRODUCTS, LLC
EPS-EXPANDED POLYSTYRENE a u m �-ii!
DENSITY- 1.05 PCF 0 m 1.9'X Z N
N.OA. #11-0926.07 STEEL TRACK 8RACKETS
OR r 2-3/16' HIGH OD W 'a
150-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH 8 I lf}rn n I
DENSITY- 2.0 PCF ) 1/4'BOLTS&NUTS.
`- —•N.OA,#tt-0926.06 m - _.� w; ZC7 n
OR m
BY'CFLLOEQA,l1I NORTH N= M
DENSITY o 1.03 PCF
N.OA.910-1129.04 I 4
OR
BY'INCLI FOAM LLC' ,,�I}LTLOT'I
DENSITY- 0.92 PCF
N.OA.X14-0311.08 �
14 GA.GALV.STEEL _ Y
ROLLER HINGES FASTENED o
W/(6)B 14 X 5/8'SMS m
m
MIN. 024'ROLL FORMED STEEL PANEL HI�
DRAWING QUALITY G-40 g
MIN.YIELD STRENGTH 39 KSIWITH PRIMER
POLYSTtR PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
VERTICAL LIFT HIGH LIFl STANDARD LIFT LOW HEADROOM a s$-
12 GA.GALV.STEEL DOUBLE TRACK
BOTTOM BRACKET FASTENED
W/(4) Y 14 X 5/8"SMS
AVAILABLE.TRACK OPTIONS
f En9r:JAVW AHMAD o A
CIVIL PROD4=RENEWED
O SEE SHE BOTTOM EAL OPTIONS MG.PE 70592 d»Fbrld4 $ I 9.
.AN. 38 p ?trQt,O R 4 y
Rf' drowing no.
SECTION A-A M P+uic4C��1 rO t
SEE SHEET 2 FOR LOCATION ( 02—L i
OF REINFORCING TRUSSES .h:.f 30If
3/4" REINFORCEMENT
OGE 1/2"X 7-3/4'X
FORMED STEEL
GIST.
8 X r I
1-1/2"MIN. SELF DRILLING SCREWS -�" 88 X 1"OR o
o I E DIST, i m 3/16"'RIVER'STEEL RIVETS OR
SELF DRILLING SCREWS Q
om m iv o MULTIGRIP W/DOME HEAD 3/16''RWEX' S1EEL RIVETS
AT 48"O.C. MULT[GRIP W/DOME HEAD a
48'O.C. y o
REINFORCEMENT Q;0 ..
1/2'X i-3/4'X.058" + + 0�j
I FORMED STEEL y�
i/4"ow LAG SCREWS 1/4"DLA LAG SCREWS O G LL
wooD eu �'•AT 6"FROM ENDS 28Y �_AT 6'FROM ENDS
1 ` AND 15'D.C.MAX, WOOD BU i I.I AND 15"O.C.MAX. U
\ W'STRIP ADAPTER---
ALUMINUM
DAPTER ALUMINUM ADAPTER 0
STEEL C IL
<C g
RUBBER W'STRIPPING RUBBER W'STRIPPING
2�x2'd-4—�a .'JI 34 .7 0 •040 I
�8
r
- 1.790-�1
a
.34
a
Q TIP ON •A OPTION 'B' �07TOM SEAL OPTIONS
6
{ CD
WtlOD RIM K ONN .TION TO WOOD SUBS (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
THE INSTALLATION METHODS SHOWN A80VE SHOWS 2X6 SYP W0 DO BUCK ATTACHMENT w e+t
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED ND AODITIONAL CALCULATIONS/DESIGN ` --�_� "�^•-�`, '^ Qui
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. f sii _
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE / _ ._ __ Z r a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING — Z m
ANCHORS STRUCTURE EMBED I SPACING fOGE DIST. 81 O
3/8"HUG SLEEVE BY HILTI CONIC. 11-1/4-1 B' 1 2" Of-
FILLED
FILLED BLOCK8" 3-3 4" o j o 3 v�
3 8'bYNABOLT @Y'TRV' CONC. I
1-1 2 B' .2-1/2" Z
O
STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS' CONC. 2' 8' 2' o 0
5/16'X 1-5/e" MUST SUPPORT THE LOADS IMPOSED
LAG SCREWS BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS' CONC.! _ 8" 3"__ 4 [n rn J I
AT 12'O.C. CONCRETE P30
C= 00 PSI MIH. I d cV?
5/16"OU.
WITH WASHER&NUT BOLTS C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
r- --_
WOOD BUCK CONNECTION TO MASONRY AT 12"O.C.MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH
ULIRACON BY ELCO'WITH SPACING OF 4 �d
WTO GROUT FILLED BLOCK WALL,WITH 2-i 4'MIN.EMBED
13"O.C.INTO 3000 PSI CONCRETE,Willi I-3/4"MIN.EMBED
r
,1-1/4'X 2-1/2'X T4 GA2-1/2"MIN.EDGE DISTANCE 1-1/2" J—'CONT STEEL ANGLE
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 CA GALV,STEEL o
1{"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FLAT BRACKETS f3'LONG 2-1/8•X 1"X 14 GA v
13'O,C.INTO 3400 PSI CONCRETE,WITH L-3/4'MM EMBED 1/16"X 2-i j2 AT 12'O.C.IN DOOR OflNG• QALY.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS- AT 18"D.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8'CONFLE%BY'ELCO'OR AT 12"O.G.MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS NO,
3/B"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED .S.&LOCK NUT ar
23"04C.SNTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED 0 0 0.YO, `"
3"MIN. EDGE DISTANCE CONTINUOUa ANGLE TRACK I@,v +�'
3/8"HILO SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TDA j0 ON RETK ANO FILL EO BLOCK >
10"O,G.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST. ---"�
15'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MW.EMBED AND 1�
2-1/2`MIN,EDGE DISTANCE ,ALUR 4ATE TRACK INSTALLATION Hs
Engr:JAVAO AHMADPREPARMION OF JAMBS BY OTHERS CIVIL PRODUCT RENEWMi FlA. N y 38 rmvty6ap miib 1110 flyjQy I tt
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY O.A.N.3578 Hi1dI11�Cbb I h'
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED ;L',,,yJje/ �
BY DOOR SYSTEM, �r'g +�/
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF —
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY 0Y + (drowing na.
BUILDING OFFICIAL UPON INSPECTION. 2015 I nrT rr�1q
MAXIMUM EXTERIOR(+)LOAD PER JAMB- (16.16'X 62 PSF)/2 = 291 lbs per FS. j VZ"G I
MAXIMUM INTERIOR(-)LOAD PER JAMB .(16.16'X 44 PSF)/2 =355.5 Lbs per F1. sheet 4oF 5
* PLASTIC COMPLIES WITH soo .zsa ��U z9
DOOR PANEL CHAPTER 26 OF FBC `�
24 ca.(.024)STEEL MIN. SEE EVIDENCE PAGE
o
p FyW
1.765 1.725 a _
7/16'DIA.WASHERI IS d
u1
1.144 a 4 I
�a !
�J f. #8 X 3/4'SMS 21 J/4' V m
A I l : 3ja'FROM ENDS MAX. 0 a W C+
AND 7"D.C.MAX. WDW.•WIDTH 176 .800 a
A <Q
1
EXTERIOR FRAME INTERIOR FRAME
{4)(F8 X 3/4'SMS ;,.�_ p 1 M1/8-
r.
X B. RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION „�w f IJi, Vim^,I
0 1-3/8"FROM ENDS r'I p.1.0. Zy�j- I
AND 6/8'F O.C.MAX. a i J
A •+ O C/ •/ 11 t o
j N v
{ 517 X.06 2 DEEP W
GROOVE - �� rr.-rzY.
t `Ill 111'
ll
III 4-
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III, 1/4•'POLYCAR80NATE LEXAN S. /' •f i I uj
1 I Y'SARK INNOVATIVE PLASTICS' �t
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t HOA 13-0717.01it fill 1.1"v Q•-.
- -
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� - _� _ I� O Z La N
77 1111 t - J Ln
IDI -`,
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1 1 _ ED
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1111 � CV
175 X.062 DEEP
ILII GROOVE
-- Ii1 — --- o (in
in
T
(4))j8 X 3/4'SMS INSIDE ELEVATION aI
I-3/a'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v j El;
AND 6-1j2"O.C.MAY. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION g`! __
1
' +
98 X 3/4'SMS C '
B i i II' 0 3/8'FROM ENDS 175 X.062 DEEP
AND 4-1/2'O.C.MAX. GROOVE -.I
H o alg o S
:yous$ a
8e X 3/a'sMs
a J/8'FROM ENDS
AND 7'O.C.MAX. r-' _----'- -
_ O
_=_-__ _ Eq,:JAVAD AHMAD PR()tAOCT RFlTEWF.p o
7/16'DIA WASHER CML
�,�_' �FtA.PE p 705 2 X110 'd 0 n n
CAN.3538 is
DOOR PANELSY
24 CA (.024)STEEL MIN. EXTERIOR
DOOR PANEL 15/16'MIN. D OPG. I 15 A/0 r° 't drawing� 2 j
24 GA.(.024)STEEL MIN. CLAZINC SITE
WINDOW WIDTH
sheet5of 5