HomeMy WebLinkAboutProduct Approval JUN 12 201?
MIAMP 6ER!kA1?761,i G MIAMI-DADE COUNTY
St. Lucie Coumi, °"#RODUCT 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 "dade. ov/econom
DAB Door Company,Inc. r I L t". L
12195 NW 981 Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet thb 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 l.6'-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 member and expiration date by the Miami-Dade County
Product Control Section. .
MISSILE IMPACT EATING: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 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 manufactureror 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-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 15-0304.01
MIAMI-DADECOUNTYM Expiration Date:July 21,2020
�ggy.•, , is Approval Date:April 23,2015
4110 Page 1
d 1
4
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,oration� g Y signed and sealed b 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.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Dooe'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 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
Q4 f6���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
i !
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.C.
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..13-6717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet P.r6ducts,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 08/1.4/2014 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.
S. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene Block Lisulation,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,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 "Submitter)under NOA#14-0814.10"
1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
04 16 15,
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
7-1/2"%2-1/4"X 18 GA. - PUSH NUT TOP FIXTURE 5-1/2" X 2-3%4"X 0.1"
GALV. STEEL CENTER HINGE '�0 1, STEEL PLATE WITH ONE 5/16"18 MS W/NUT OPTIONAL DOOR VIEWER ��• o
0 W/(4) #14 X 5/8"SMS -FASTENED-FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.)
(8)114 %3/4"SELF GRILLING SCREWS ANY CENTER STILE N
p 7-1/2"X 3"X .071"GALV.STEEL I SEE SHEET 3 FOR TOP BRACKET OPTIONS o
END ROLLER HINGE 0 C I CENTER STILES Q
W/(6) Q14,%5/8"SMS '' r A
SEE SCH. A
WITHOUT DELRON SLEEVE (STD.) i ..
WITH DELRON SLEEVE(OPTIONAL) --
7-1/2"X 2-1/4'X .071" - -- -- 6
GALV. STEEL CENTER HINGE LOCK
O W/(4) #14 X 5/8'SMS 2/DOOR
WITH DELRON SLEEVE(OPT)ONAL)
`-
8 ,
O I 1 V W X .15 THK. LATCH,, _ O�Q C I
CENTER HINGE 17 STANDARD LOCK t _ - _ I m a Ia c
SPRING LOADED SLIDE BOLT(BOTH SIOI'S , ® — ~ .T
FASTENED W/(4) x/14 X 1/2"S.M.S.
_5/8"MIN. LOCK ENGAGEMENT ` I` - ---—- —_ --' -- __ _ I - _ ]— u o 0 o q 3 y,F
CONFORMS TO SECTION 7008 REGARDING 1` ' _ 'J E-- �/ — V po =om 00 00 U
GARAGE DOORS mv
m
z ¢i 'J 014
.158 OIA uAL v.AIRCRAFT TYPE
CADLE k NICO PRESS SLEEVE
W/MIN.5 TO 1 SAFETY FACTOR J 1 o -
7.7--
-- — -13
F
O m
2-3/4"W X 5-5/8°H% .090"THK.11
STEEL PLATE, 1-3/8"DEEP ff f� —= _ -- W
WITH (3) #14 X 3/4`
SELF DRILLING SCREWS
_ W M
BRACKET BRACKET I `�
STD. UFT DOOR LOW HEADROOM
OR
TOTAL OF DOOR OPTION �' - - -- - a �„ Z 1z-z
DOOR 'U' BARS AT _ 00 Ul
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"% .010" OPTIONAL VENTS I -- gd m
6'-S' 2 SECTIONS IS'2 SECTIONS 21- STEEL PLATE (3)15"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE ,�,• O Of vi
6'-9' 1 SECTION 18' 3 SECTICNS 21" WITH (4) #14 X 3/4" SOS ppNC.AREA NOT TO EXCEED 120 S0.IN. ��WOOD GRAIN DESIGN L A p Z
7' -T—SECTIONS 21'- _ MAX. DOOR WIDTH o C3 _
- ----- ...—. .. � �
7'-8' 5 SECTIONS 18'- CENTER STILE DAD DOORS INC. Q N g
7'-9" 4 SECTIONS 18' I SECTION 21' INSIDE ELEVATION Hurricane Master®Model 824/811 a _
B' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR / N
8'-3' 2 SECTIONS 18'3 SECTIONS 21" HANDLE END STILE Max. Size 16'-2" X 16'-0" High O
8'-8' 1 SECTION 18' 4 SECTIONS 21" _ With Window Lite Option
6'-9' 5 SECTIONS 21"- //14 X J/4" SELF DRILUNG SCREWS MAY BE USED
IN LIEU OF Ia x s e SMS DESIGN PRESSURE RATING = + 36.0 PSF
8' 8 SECTIONS 18'- n /"
LOCK BAR GUIDES ---- tW,
9'-3' S SECTIONS Ie'1 SECTION 21" INSTALLED ON END STILE - 44.0 PSF
9'-6" 4 SECTIONS 18"2 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT o o
wrtH (4) pt4 x s/B"SMS GENERAL NOTES _ €w
9'-9' J SECTIONS 18'J SECTIONS 21'
fo' 2 SECTIONS 19'4 SECTIONS 21" 4 18T X 6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° B u yU
10'-3" 1 SECTION 18" 5 SECTIONS 21' _S2 ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC) FIFTH EDITION(2014)
10'-6' 6 SECTIONS 21'- 2S5 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u
f0'-9' B SECTIONS 18'1 SECTION 21' CENTER STILES SCHEDULE'A' m
OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' S SECTIONS 18"2 SECTIONS 21" CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS OF CENTER STILES DRESSING OR STUCCO.
11'-8" J SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® ® 8'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND,WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-9' 2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO 10'-0'TO 11'-10- _ _2 c d'
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SUOE BOLT 12'-0'TO 1J'-10' D -— 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o a ry m a
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE IP THESE DETAILS ARE NOT PART OF THIS APPROVAL. :E-,
N d o S'^o
12'-6' 6 SECTIONS 16'2 SECTIONS 21' 8'-0"TO W-10" 14'-0'TO 15'-10' _-4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMOONLY. I
WOOD o
DOOR WIDTHS 15'-I1'TO 16'-2'' S 0 u
12'-9' S SECTIONS J8'J SECTIONS.21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA O
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
13'-3" 3 SECTIONS 18'5 SECTIONS 21' ® ® ® pmiML
� ®I hSTM E1888-05/ASTM E1996-09. Nq q
13'-6° 2 SECTIONS 18'6 SECTIONS 21" - I��-' �( Engr.JAVAD AHMAD
13'-9" 1 SECTION 18' 7 SECTIONS 21" '
PRO0U4TImEm- ED
11 C �•
I4' 6 SECTIONS 21'- I 10'-0"TO 11'-10' I �_ 14'-0"YO 15'.-10" I �CA.N.#_70592
14'-3"6 SECTIONS 18'3 SECTIONS 21' '+ 8 n
14'-6" 5 SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS
14'-8" 4 SECTIONS 18'5 SECTIONS 21' Ao�a�f W Tb .Or
15' J SECTIONS 18"8 SECTIONS 21" ® ® ® ® ® III III 2015 dran0.'
15'-3" 2 SECTIONS IB'7 SECTIONS 21" — III LII IAV I� 02 9 1
15'-6' 1 SECTION 18' 8 SECTIONS 21' n IT
151-9, g
SECTIONS 21'- �12'-0"TO 13'-10"—� 15"11"TO 16'-2"
18' 6 SECTIONS IB'4 SECTIONS'2I" DOOR WIDTHS DOOR WIDTHS Sheet 1 of 5
24 GA.STEEL PANEL-
' (a N -
FLAPS BENT OVER PANEL
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® ® 0
1/2"PUNCHED HOLES)i C LL
® 4"O.C. }�,1 :� C
W M a
055"X 2-I/4"X 3/4"X 2" _ go It
GALV.STEEL U.BAR REINFORCING TRUSS -
® 80TTOM OF PANEL TRUSS FASTENED TO j a 3 o
VERTICAL INTERMEDIATE STILES W/TWO I {L Z D TO END S71LE N
W/FOUR#14 X 3/�SEF ORIWNG S. } Q
1
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N V
o - - - 3/16"POP RIVETS
k i AT 4"O.C.
(6) FOR 21" STILES W
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.024"STL PANEL
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END STILE N ¢_j
OUTSIDE OF ODOR tL
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LA 8 N 01 O I
IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION O 3 N
O z= o
ppb�10
OPTIONAL STOP MOULDING SOLID BRASS DOOR VIEWER Q N s v
BY DOOR INSTALLER .r p _ 01
STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' `�
TO WOOD JAMB WITH g 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 _ ENO STILE, CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL
(FULLY THREADED) FLAPS AND (5) OR(6) 3/16"ALUM RIVETS
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; :N N
END STILE WITH (4) 3/16'POP RIVETS _ ,j/B'DIA.POWER-BOLT BY'POWERS' 0 A b
SOUTHERN PINE - .Lai 1-7/8"X 2-5/8"% 049"STEEL EDGE A) 2" MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o� F Z�
0.55 5. CENTER STILE, GWED AND RIVETED DISTANCE
TO PANEL W/ (4) 3/16"RIVETS 2" MIN. EDGE DISTANCE o
1- MIN. POP RIVETS °�. q1-3/16 3/a*DIA. H SLEEVE BY 'HILTI' 0
14 X 5/8"S.M.S.
1 DIST. � I 4/ HINGE I °",'b°,' ��" �� B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4"MIN.EDGE DISTANCE INTO CONCRETE
II I I 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
1 1-3/16' m e
FFFFF�--=v CONCRETE f'c 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. H°o H
_soya
1.9"X 2.19" X 3.3"% 090" ANCHOR TYPE A OR B
(1) PER BRACKET
STEEL TRACK BRACKETS I I I I 1 EE SHEET 3 FOR BRACKET SPACING 8
SEE SHEET 3 FOR SPACING
En9r:JAVAD AHMAD � 1/.1,l16D
1 FIA. N 70592 �CO¢plyMg wbh Flowl ll=au-
7-1/2-
1 CA,N. 38 BWWhq Cbde X.050" 7-1/z°X.071" 1/4-20 SS BOLT AwWmO�NoGALV. STEEL INTERIOR SIDE END ROLLER HINCE & NUT {pe STEEL TRACK CENTER HINGE1.82"DIA.% .50"STEEL ROLLERS(STD.) O O'C� lLitl~C.o drowi no.
14 GA.% 2-1/8'X 1"(STANDARD)
I2 GA. X 3-5/16"X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"CIA, X .50" NYLON ROLLERS OPTIONAL)) Q2 21
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS �OPTIONAL)—
W/1/4-20 X 5/8"TRUSS H0. 2.75"DIA. X.50" NYLON ROLLERS (OPTIONAL) sheat 2of 5
SLOTTED M.S.&LOCK NUT SECTION 8-B WITH 5" STEM
POP RIVETS
2" 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR 1-1/2"X 1/2"X 1/8"HORIZ,ANGLE r
HORI2,TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 Fr. V p
2-3/4'%5-1/2'X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT RECD. ON DOORS WITHOUT INSULATION OR WINDOWS,
GA14.STEEL WITH 1-1j4"EMBED INTO MASONRY EXPEEDING 8 FT.IN HEIGHT 2'X 2"X I/.'HORIZ.ANGLEto NM
`4
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET i
FASTENED W/(6) d 14 X 5/8"S.M.S. A-�--� FOR
DOOR HEIGHTS ABOVE 8 FT.OR w
DOORS WITH INSULATION OR WINDOWS Z
14 CA. CALV. STEEL ADJUSTABLE SPOT WELDED TO HORlZ.TRACK
SUDE FASTENED TO BRACKET 2-1/2'X 4-1/4"X 13 GA STEEL PLATES WITH TWO WELDS AT 1-I/2"APART 0
W/6/19-18 X 3/4"HEX HEAD - WELDED TO 1-1/2"X 1-1J2'X 14 GA ANGtE -- A-+- FIRST AT 3"0,0.,REST AT 9'O.C.
M.SCREWS& NUTS. FASTENED TO TRACK - CONNECTED TO FLAG BRACKET ANGLE H
TOP BRACKET _ MTN(4) 1/4-20 SS. BOLT&NUTS W/3/8-16 X 3/4"BOLT&NUT 0.
H0R1Z,TRACK LENGTH a OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH
(STANDARD) TOP BRACKET (2) 1/4-20 X5/8"BOLT&NUT
(OPTIONAL)- �t I
LOW HEADROOM DOOR 0 0 7
14 GA GALV. STEEL TRACK Q 4 m
HORIZONTAL REINFORCEMENT Pl
1/2'X 1-3/4'X-058'FORMED STEEL O Q O
GLUED TO PANEL AND FASTENED TO VERTICAL TRACK_,'j
j VERTICAL SnLES WITH 2-1/8"X 1"X ,DBD"
(2)3/16'PDP RIVETS 2"X 5-1/2'X-104' SECTION A-A
V. STEEL
FI,STENED W/(a)b+ 14 X 5 8"S.M.S.
TO ROLLER BRACKET FOR
" HORIZONTAL o^„', in IME+;I LOW HEADROOM ODOR OPTION a SECTION HEIGHTS BRACKET PLACEMENTS
1/2"X 1-3/4"X.05?'FORMED STEEL DOOR r�
GLUED TO PANEL ANO FASTENED TO HEIGHT 1ST 2ND 3RD 14TH I STH I 81 82 B3 84 95 Be B7 Be
f VERTICAL STILES
WITH t— —�
r^� '116"POP RIVETS _"� 6'-0" 18" 18' 18'18"N/A 1"TO 2"11-3/4" 23' 34' 45" 56' 67' -
6"-8" 21"18' 18°21"N/A t"TO 2"11-J/4" 23" 34" 45" 56" 67"
5/18"MEETING RIB 7'-0' 21"21' 21"21"N/A 1"TO 2"11-3f4" 23' 34' 45" 56" 67' -
PLASTIC/STEEL ROLLERS 7'-6' 18" 18' 18" 18" f8"2"TO 2"11-3/4'" 23' 34 45" 56" 67" 78-t/4"
1.82'DIA. X .50" _I e'—o' 21° 18" 18'18" 21"Y'70 2"11-3/4" 23" 34" 45" 5s" 67" 78-t/4" W
® W/.44 DIA, X 4•-!j4"STEM �+U
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M
z is
OPTIONAL INSULATIONS, u= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
BY'DYPLAST PROOUG,T" IIs
0
EPS-EXPANDED POLYSTYRENE a �{
DENSITY o 1A5 PCF 12
o 1.9'X 2.19"X 3.3"X.090" p U a
N.OA. #11-092&07 STEEL TRACK BRACKETS Z_�N
OR n 2-3/16" HIGH co z
150-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITHt71 rn 0 i
DENSITY= 2.0 PCF ) 1/4' BOLTS&NUTS. a of m
_ — --ISL A,#1t-0928A6 m _ ii aOR
3C�.9 u'ai
CS Z
BY*CEltQEQW NORTH AMERICA!
DENSITY- 1.03 PCF
OR N.O.A.d10-1129.04
RY'IN�ULFOAM I I C' _ / f N 0 N S
DENSIT =0.92 PCF m f �
N.OAY. /f14-092 PC /
14 LE HINDGALV.STEEL
ROLm /
W/(5) #N4EX FASTENED SMIN. :
a1 u o
,024" FORMED STEEL PANEL
DRAWING QUALITY 0-40 s
MIN.YIELD STRENGTH o 39 KSI
WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION g
APPLIED TO BOTH SIDES OF STEEL .
a.
N 12
N a
0 4 r
VERTICAL LIFT HIGH LJQ TITAN ARD LIFT LOW HEADROOM
12 cGALA, STEEL DOUBLE TRACK --••--,
BOTTOM BRACKET FASTENED f1 AM=,TR. ACK OETON
Wf(4) � 14 X 5j8'SMS a
Engn J VAD AHMAD o a
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FLA,PE 70592 L'10000)1ly`Y'1dl dip{hplldp I a'
BOTTOM SEAL OPTIONS C.A.N. 38 &min#c0&
SEE SHEET 5 u
ApopptccpNo -0uldI v $a
SECTION A-A (� Z�=_ drawing no.
SEE SHEET 2 FOR LOCATION � _21
OF REINFORCING TRUSSES
sheet3GT 5_
REINFORCEMENT
IN. 1/2"X 1-3/4"X.058" r {�
GE FORMED STEEL `� a
jBXI" --�f--
1-1/2" MIN DIST. SELF DRILLING SCREWS Y #8 X 1" o
_ OR SELF DRILLING SCREWS Z
IL,GE DIST. m 3/16"'RIVEX'STEEL RIVETS OR Q
�po MULTIGRIP W/AO48"HD.C. ULTIGRIPVW/DME HEAD'STEEL S '
REINFORCEMENT g m
1/2"X 1-3/4"X .058" Q
1/4"DIA.LAG SCREWS 28Y 1/4"DIA. LAG SCREWS O+ O a O
WOO�BU I AT 6"FROM ENDS W000 BU 1 � AT B' FORMED STEEL GI
FROM ENDS Q h
I� AND 15"O.C.MAX, j AND 15"O.C. MAX.
W'STRIP ADAPTER �`� W'STRIP ADAPTER
- ALUMINUM STEEL Q IL<g
RUBBER W'STRIPPING RUBBER W'STRIPPING
1150 {Lz�=O�
L_ 34 .7 0 .040 348 L iy ..
' —34
0
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN,) n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN h Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. 2
FOR DOOR REPLACEMENT APPLICATIONS WITH ND ENGINEER OF RECORD, INSTALLATION MAY BE -- Z F-U) m
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING 00 1'Z m
ANCHORS STRUCTURE _EMBED SPACING EDGE 01ST. Q Tn
3 8 HLC SLEEVE 9Y HILTI CONC. 1-1 4 8° 2"
3/8'CONFLEX BY'ELCO 1 FILLED BLOCK 2° a3-3 4 ( n
o p 3 �
STEEL STRUCTURE BY OTHERS
3/8-DYNMOLT BY ITW- CONC. 1-1 2' 8" -2-1.2 O Z
3 8 POWER-DOLT BY POWERS CONC. 2" B° 2 o :c
MUST SUPPORT THE LOADS IMPOSED
CID
5/16"X 1-5/8" J 8 SLEEVE-ALL BY SIMPSONS CONC, 1-1 2' _ Ir 3". J ..
LAG SCREWS 5/16" DIA.BOLTS BY DOOR SYSTEM Q N 5
12'O.C. CONCRETE Pe=3000 PSI MIN.
AT'
C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. N _
'
' WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY 1�.A. IIr AT 12"O.C.MAX EDGE DIST, 6
PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
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 -1/2" 0 t
.2-1/2" MIN. EDGE DISTANCE 1_1/2" 1-1/2° Co . STEEL ANGLE 1-1/2
a
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV. STEEL -
11"O.C.INTO GROUT FILLED BLOCK WALL, WITH 1-1 2'MIN. EMBED - —FLAT BRACKETS t3"LONG
13 O,C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED 1/16 X 2-1/2' AT 12"O.C.-1N DOOR OPNG. GALV. STEEL TRACK
3"-MIN. EDGE DISTANCE FILLET WELOS AT 1B"O.C.ABOVE DOOR OPNG. - FAST(EN)ED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR - AT 12"O.C. MAX. CONNECTED TO.CONT.ANGLE SLOTTED IMS.kXLOCK NUTS HD. N
3/B"LOT BY ITW'WITH SPACING OF W/(3) SPOT WELDS AT EACH SIDE q
c m
23"O.C. INTO 300D PSI CONCRETE,WITH 2-1/2"MIN. EMBED CONTINUOUS ANGLE TRACK 'o�°c e
3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK ]S1 CONCRETE AND FILLED BLOCK 0-^o 0
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO W000 BUCK TO STEEL ' c
10"O.C. 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"MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-i/2"MIN.EDGE DISTANCE - Engr:JAVAD AHMAO 4
PAODUCrRENEWED
PREPARATION OF JAMBS BY OTHERS CIVILa
FLA.PEN 70592 all with d*F�011Q9 o I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.,3578 8
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED AooWq a No 4' ,1
v
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY (drawing no.
BUILDING OFFICIAL UPON INSPECTION. go1C RroMtiCa�el `
G IIJJ
MAXIMUM E%TERIOR(+) LOAD PER JAMB =.(16.16' X 82 PSE)/2 291 Lbs per Fl. 02_21
MAXIMUM INTERIOR(-) LOAD PER JAMB (16.16' X 44 PSF)/2 =355.5 Lbs per FL. sheet¢of rJ
.500 .�--={-•250 ` U
* PLASTIC COMPLIES WITH N
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0 1-3/8°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS "w
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FLA,PE 38 2 HdId6l�Cbdm $ I
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