HomeMy WebLinkAboutProduct Approval MfAM1•DADE MIAMI-DARE COUNTY
Wi T11101 PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 9816 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 PM
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 of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA 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
CMIAMIMADEMC Expiration Date:July 21,2020
1S Approval Date:April 23,2015
0411`1 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 NDA #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#OS-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 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.
b. 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 0-40 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.
064nlo)5
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-I
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitter)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 AI-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.
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 11
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G 155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material',prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
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 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.
� 16�IS
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 'gyp - STEEL PLATE WI1H ONE 5/18-18 MS W/NUT OPTIONAL DOOR VIEWER
W/(4) #14 X 5/8"SMS / \\` -FASTENED TO END STILE WITH TO BE INSTALLED AT N
WITHOUT DELRON SLEEVE (STD.) 1 (8) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
0 2 7-1/2"X 3"X .071"GALV.STEEL I O O ' SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE II 00 I CENTER STILES Q
W/(6) #14 X 5/8"SMS i SEE SCH. 'A' r A
WITHOUT DELRON SLEEVE (STD.)
O WITH OELRON SLEEVE(OPTIONAL) �`
7-1/2"X 2-1 4"X.071" '� 0
GALV. STEEL CENTER HINGE LOCK I L'I
W/ (4) y14 x 5/8'sMs -2/DOOR -- I O 96n
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WITH DELRON SLEEVE(OPT)ONALI-`-. I CI
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0 i 1 1"W X .15 THK. LATCH. M
IaER HINGE STANDARD LOCK m all SPRING LOADED SLIDE BOLT(BOTH SIDE O W FASTENEDW/(4) (f14 X 1/2"S.M.S. � - _ _ I o o i
5/8"MIN. LOCK ENGAGEMENT `�
CONFORMS 70 SECTION 1008 REGARDING - `J --- '/ --- v - __ V Ulm
JGARAGE DOORS ---- -- (IJ (I I 158 DIA. OALV.AIRCRAFT TYPE 0 r -- _ _ on
WFABLE &NICO-PRESS SLEEVE `�`` ; 0 �`� B __ r, _ ---_-. A IB rn 10.1
MIN. 5 TO 1 SAFETY FACTOR r, 1 /
1 O \1 _V - V
2-3/4"W X 5-5/8-H x .090"THK.'� -
Go
STEEL PLATE, 1-3/8"DEEP 1 1` i - _ —
WITH (3) #14 X 3/4' .u o
SELF DRILLING SCREWS
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM N V = n
DOOR OPTION
TOTAL B OF _ Lu
DOOR U'BARS AT _- W (n 03 O I
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010" 1 OPTIONAL VENTS I d' ro
6'-6' 2 SECTIONS 18°2 SECTIONS 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE 0 3 N
6'-9'. 1 SECTION 18" J SECTIONS 21' WITH (4) 114 X 3/4'SDS OPNG.AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L--A 0 Z= n
MAX. DOOR WIDTH
7' 4 SECTIONS 21'- 18•_2" ._—. 0 10 Q
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7=8' 5 SECTIONS 18'- CENTER STILE- DAB DOORS INC. Q N g
INSIDE ELEVATION m^J d
7'-9" 4 SECTIONS 18"1 SECTION 21' Hurricane Master®Model 824/811
8' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High
8'-3' 2 SECTIONS IS,
3 SECTIONS 214 HANDLE END STILE O—�
W-6' 1 SECTION 18" 4 SECTIONS 21' 4 #14 X 3/4"SELF DRILLING SCREWS MAY BE USED With Window Life Option
8'-9" 5 SECTIONS 21'- IN LIEU OF#14 X 5/8"SMS
F11-3
B SECTIONS 18"- ._ DESIGN PRESSURE RATING = + 36.0 PSF
5 SECTIONS 18'1 SECTION 21" " LOCK BAR GUIDES -- -- W
INSTALLED ON END STILE - 44.0 PSF di Ei!i
4 SECTIONS 18"2 SECTIONS 21' WITH (4) #14 x 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES n n n
3 SECTIONS 18'3 SECTIONS 21'
2 SECTIONS 18'4 SECTIONS 21' U 18T x .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .0 o .+
1 SECTION 18" 5 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
6 SECTIONS 21'- 22SS ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u I
CENTER STILES SCHEDULE'A' Z• ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS t R<z i
6 SECDONS 18'1 SECTION 21" OUTSIDE KEYED LOCK 5 SECTIONS 18'2 SECTIONS 21' CENTER STILES CONFlCURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
4 SECTIONS 18'J SECTIONS 21' OPTIONAL DOOR WIDTHS d OF CENTER STILES DRESSING OR STUCCO.
11'-8" 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® � 8'-O'TO 9'-10' 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
1 V-9' 2 SECTIONS 18'5 SECTIONS 210 ALTERNATE TO 10'-0'70 11'-10' 2 __ c 0
12' 1 SECTIONS 18.6 SECTIONS Z1' - SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10" - -3- 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN a a c n S ^
THESE DETAILS ARE NOT PART OF THIS APPROVAL. T
12-3" 7 SECTIONS 21'- LOCKS SHOWN ABOVE I •S 0 0
8'-O"TO WIDTHS
14'-D'TO 15'-10" 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. d O
12'-6' 6 SECTIONS 18'2 SECTIONS 21" P DOOR WIDTHS 15-11 TO I6'-2' 5 � c
12'-9" 5 SECTIONS 18'3 SECTIONS 21DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,7AS-201 do TAS-203 FOR HVHZ AND
13'-3' 3 SECTIONS 18'S SECTIONS 21' ® ® ®� i�III '11 III III ® � ® ASTM Ef 886F05/ASTM E1996-09.
'- 4 q
t36' 2 SECTIONS 18'6 SECTIONS 21' gr:JAVAD AHMAD
13'-9' 1 SECTION 18" 7 SECTIONS 21" 11—11 1`1n CML pK�)�REINEWED
t4' B SECTIONS 21'- ��I rl FLA.PER 70592 r 1rliVl
7 14, 8 SECTIONS 18'3 SECTIONS 21" 10'-0"TO 11'-10" 14'-0"TO 15'-10" CA.N. 38 DW a
14'-6"5 SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS Aaoepl—W o°
14'-9'4 SECTIONS 18'5 SECTIONS 21- FC3
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15' 3 SECTIONS 18'6 SECTIONS 21' ® ® ® ® ® ® ® 0 Imo' � _ drawno.
15'-3" 2 SECTIONS 18'7 SECTIONS 21' - 2 15 Pradel(�I�d
15'-6' 1 SECTION 18' 8 SECTIONS 21' ����� 02-21
15'-9. 9 SECTIONS 21'- �12'-0"TO 13'-10"_- �15'-11"70 i6'-2" --
IF 16' 6 SECTIONS 18'4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS 9heef 1 of 5
24 GA. STEEL PANEL- U
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FLAPS BENT OVER PANEL\ O
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055'X 2-1/4"X 3/4'X 2'
- GALV.STEEL U.BAR REINFORCING TRUSS ^
® BOTTOM OF PANEL TRUSS FASTENED TO I Q in
VERTICAL INTERMEDIATE STILES W/TWO I (1.2 Ih
b14 X 5/8"S.M.S.AND TO END STILE
W/FOUR#14 X 3/4"SELF DRILLING S.
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AT 4"0'C. I% DD
(6)FOR 21"STILES
0 ® (5) FOR 18"STILES r"C:,i
.024"STL. PANEL 4j
END STILE N
OUTSIDE OF DOOR Ii
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1ST SECTION (BOTTOM I INTERMEDIATE SECTION TOP SECTION €. 0 3�
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,OPTIONAL STOP MOULDINGQ M
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER ¢ N S d
STEEL TRACK BRACKET FASTENEDBY 'SCHLAGE SECURITY HARDWARE Lw 0
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TO WOOD JAMB WITH A 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 THREADED) 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 G
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:
END STILE WITH (4) 3/16'POP RIVETS 3/8'nLe.POWER-BOLT BY'POWERS3i 6i
b h t0
SOUTHERN PINE - 1-7/8"X 2-5/8"X 049'STEEL EDGE A) 2"MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o
0.55 S, DISTANCE•a4. CENTER STILE,GLUED AND RIVETED 2" MIN. EDGE DISTANCE
TO PANEL W/(4)3/16"RIVETS 3/16• , I c z a a
1- MIN. POPdj1-3/16 x/B•me_H -SLEEVE BY 'HILT)' N u u
14 X 5/B"S.M.S. o z
DIST. / I 4/ HINGE I ° \o.°�,' B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK i
2-1/4'MIN. EDGE DISTANCE INTO CONCRETE
I I 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
1-3/16"ia m
CONCRETE f'e 3000 PSI MIN. �d
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. H
1.9"X 2.19"X 3.3"X 090" ANCHOR TYPE A OR B °c
STEEL TRACK BRACKETS II I I I (1)PER BRACKET O.
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
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I 1 CM MOD11(T RENEN'FD I
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7-1/2" X"STiEEL
7-1/2"% .071" 1/4-20 SS BOLT CA.N. 38 � No v b ;
GALV. SIDE END ROLLER HINGE & NUTS 8 !i
STEEL TRACK CENTER HINGE BY drawing no.
14 GA,X 2-1/e"% 1"(STANDARD) 1.82" DIA.% .50" STEEL ROLLERS(STD.) NI r 0 015 P1c�1Yni CaIMA
12 G0.X 3-5/16'% 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82" DIA. X .50" NYLON ROLLERS OPTIONAL r1 r�
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS OPTIONAL— 02-21
W/ 1/4-20 X 5/8'TRUSS HD. 2.75"DIA, X .50" NYLON ROLLERS OPTIONAL)
SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5" STEM sheet 2 of 5
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE
POP RIVETS (\ m
5/18"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. o
, 2' / 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT 2'X I-X 1/8. OR WWANGLE
2-3/4'X 5-1/2'X 3'X.104" EXREEDING 8 D. IN HEIGHT 2"X 2"X 1/8' O HORIZ.ANGLE m I
.ALV.STEEL WITH i-1/4"EMBED INTO MASONRY �1 w
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II q FOR DOOR HEIGHTS ABOVE 8 Ff.OR
II 1 W O
FASTENED W/(6)d 14 X 5/8'S.M.S. DOORS WITH INSULATION OR WINDOWSSPOT WELDED TO HORIZ.TRACK O p
14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT i-I/2"APART FZ W
2-1/2" X 4-1/4"X 13 GA.STEEL PLATES FIRST AT J°O.C„ REST AT 9'O.L. ("•1�1
SLIDE FASTENED TO BRACKET _ q�--�
W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2°X 14 GA ANGLE -- CONNECTED TO FLAG BRACKET ANGLE
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X J/4"BOLT&NUT p
WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH rfSu{
TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT
(STANDARD) TOP BRACKET FO. w
• (OPTIONAL)- O b n
LOW HEADROOM DOOR ,_�II}��I,��-7IT---T7II�''RII�TI�I (�G ro
HORIZONTAL REINFORCEMENT 1LWl 14 GA.GALV.STEEL TRACK jr O'C W In 0
1/2"X 1-J/4°X.058'FORMED STEEL VERTICAL TRACK O LL Q 0 gg
GLUED TO PANEL AND FASTENED TO I 2-1/8"X 1'X .080" O e7J I
VERTICAL STILES WITH - SECTION A-A G N
(2)3/16°POP RIVETS 2"X 5-1/2"X.104"
GALV.STEEL Q p
FASTENED W/(4) A 14 X 5/8"S.M.S. LL 2 IO g n
TOPP R LLER BRACKET FOR
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 B3 84 85 B6 87 B8 _ F
-/GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18 18 18 N/A 1"TO r-I1-3/4" 23" 34" 45" 56" 67" -
VERTICAL STILES WITH - _ ro
(2)3/16"POP RIVETS 6'-6" 21"18" 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" 56" 67"
PLASTIC/STEEL ROLLERS F, 7'-6" 18"18" 18 18" 18"1"TO 2'11-3/4" 23' 34" 45" 56 67" 79-1/4"
b
- z .( 8'-0" 21" 18" 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 78-1/4" '-
1.82" DIA X.50" O Ps "- C)
�W/.44 DIA. X 4-1/4"STEM SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o r�
_= FOR COORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPTIONAL INSULATIONS: z¢
BY'GYPLAST PRODUCTS LLC' O
EPS-EXPANDED POLYSTYRENE a o m
DENSITY 1.05 PCF O m 1.9"X 2.19'X 3.3"X .090' Z
N.OA #11-0926.07 STEEL TRACK BRACKETS / 8
OR m 2-3/16"HIGH N rn p 1
ISD-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH o 4 H
DENSITY- 2.0 PCF ) 1/4'BOLTS& NUTS. _ O Z 0 m
-------�N.OA. P11-0926.06 m _ ._J &
OR °� / 0
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@Y'LELIOFOAM NORTH AMERICA' d m N
DENSITY- 1.03 PCF c3 a
OR N.O.A. #10-1129.04 m % N •-_
BY'INSULFOAM LLC' O
DENSITY=0.92 PCF a
m /
N.O.A. a14-0311.08 / 8
P-O
\14 GA.GALV.STEEL --
ROLLER HINGES FASTENED �v o
W/(6) a 14 X 5/8"SMS m m W
MIN. 024"ROLL FORMED STEEL PANEL c W
DRAWING QUALITY G-40
MIN.YIELD STRENGTH 39 KSI
---`-"--WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION d r
APPLIED TO BOTH SIDES OF STEEL
d
N O p n n o 0
iiI dna m ��
VERTICAL LIFE HIGH Lf j STANDARD LIFT LOW HEADROOM c a s
DOUBLE TRACK r -
12 GA. GALV.STEEL
BOTTOM BRACKET FASTENED No
TRACK OPTIONS ti
J W/(4) # 14 X 5/8'SMS
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O" BOTTOM SEAL OPTIONS
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SEE SHEET 5
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SECTION A—A M � �� 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet Sot 5
J 4" REINFORCEMENT a
IN. 1/2°% 1 EL X .058' Lm
�a
OGE FORMED STEEL
88 X 1" I
&.E DIST SELF DRILLING SCREWS #8 X 1"OR SELF DRILLING SCREWS m 3/16"'RIVEX'STEEL RNETS OR MULTIGRIP W/DOME HEAD ''RIVEX' STEEL RIVETSoAT 4B"O.C. MULTIGRIP W/DOME HEAD nT 4e'o.c.EORCEMENT1/2'% 1-3/a"X.OSB°1/4"DIA.LAG SCREWS 2BY ' 1/4°DIA.LAG SCREWS FORMED STEEL OILATFROM ENDS SAT 8°FROM ENDS + + G,WOOD BU I _ O
AND 15"O.C.MAX. AND 15"O.C. MAX. O O reatimi i
W'STRIP ADAPTER
ALUMINUM W'STRIP ADAPTER a& Q g
1 STEEL O IL 4
RUBBER WSTRIPPING RUBBER W'STRIPPING C�
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BOTTOM SEAL OPTIONS 4�4�
OPTION 'A' OPTION 'B' i c`7
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING 3 w
ANCHORS STRUCTURE_I EMBED SPACING EDGE DIST. E3
318'HLC SLEEVE BY 'HILTV CONC, 1-1/4" 8" 1 2"
3 B"CONFLEX BY'ELCO FILLED BLOCK 8" 3-3 4' O 3 N
3%DYNA IOLT BY'fTW- CONC. 1-52-18' 2-1 2" O Z
STEEL STRUCTURE BY OTHERS 3 B POWER-BOLT BY POWERS CONC_ 2' 8° 2" 0 '�
5/16'X 1-5/8" M OSUPPORTE THE LOADS IMPOSED 111 SLEEVE-ALL.BY SIMPSONS COW _ 1-1 2" _ 8" 3=, 113
LAG SCREWS Q N Q
A 12"O.C. CONCRETE I'c 3000 PSI NLN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
5/16"DIA. BOLTS
WITH WASHER&NUT -�
WOOD BUCK CONNECTION TO MASONRY AT 12"O.C.MAX.
�' EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I ^�
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
�e
1/4"ULTRACON BY'ELCO'WITH SPACING OF
12"O.C. a
INTO GROUT FILLED BLOCK WALL,WITH 2-1 4'MIN. EMBED u
13"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED
2-1/2"MIN. EDGE DISTANCE 1 1-1/2' 1-1/2' �--CONT. STEEL ANGLE 1-1/2-
1/4-
-1/2 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 2-1 8 X I"X 14 GA.
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN, EMBED 1/tfi"X 2-1/2 AT 12'O.C. IN DOOR OPNC. GALV.STEEL TRACK
3"MIN. EDGE DISTANCE FILLET WELDS AT 18"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2T 1/4-20X5/8"TRUSS HO.
3/B°LUT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED S.k LOCK NUT
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED
3"MIN. EDGE DISTANCE ONTIN 10 a AN• T eCK REVERSE TRACK r=ONTIN ID IS AN. TRA K q
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FI FO BLOCH, CIE
Y
10"D.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
2-1/2' INTO
EDGE DISTANCE - - Engc JAVAD AHMAD o
PREPARATION OF JAMBS BY OTHERS CML PRODUCT RENEW III
FLA PE y 70592 0o0mPbie6wi111 ft Fk"
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.AN.3538 ®fiRdhra Cbe� E'
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED AcaWw oNo O�
BYDOOR SYSTEM. e7[g.{/yjy/J A J
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY 13Y drawZing RO.
BUILDING OFFICIAL UPON INSPECTION. 2U15 pyo�ll(�y� r�.1
'J Q —G I
MAXIMUM EXTERIOR(+) LOAD PER JAMB= (16.16'X 62 PSF)/2 291 Lbs per FL.
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16'X 44 PSF)/2 =355.5 Lbs per FL. Sheet 4of 5
,500 g
* PLASTIC COMPLIES WITH 1—r-250 4,; 3
DOOR PANEL CHAPTER 26 OF FBC ,Y N
24 GA.(.024)STEEL MIN, SEE EVIDENCE PAGE Z
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7/16"CIA.WASHER - - - -- - - - - - - - - - - - FIA.PE 705 2 BIdlAtll� I
CAN.3538 Ao0�p1�1�N0 1•>D� 0 $ 6 a
DOOR PANEL
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DOOR PANEL 15/16"MIN. O.L. DPG. e
24 GA. (.024)STEEL MIN. GLAZING SITE 02-21
WINDOW WIDTH
sheet 5of 5