HomeMy WebLinkAboutProduct Approval I
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II
MIAMI-DARE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 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 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 L urricane Mater Model 824/811 Steel Sectional Garaged+ oor up to 1b'-2"wt,
widow-I1ite'Op"tion
MER+48.0, JOTSF)
APPROVAL DOCUMENT: Drawing No.98-05,titled"24 GA.Roll Formed.Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,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#14-0814.08 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. 15-0302.01
MlAM4DADECOUNTY40; I-xpiration-Date:July21 ,2020
Approva afe:Apri123;2015
1i&'v Page 1
( I
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
,i
A. DRAWINGS
1. Drawing No. 98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.13"
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-07-4267; dated 06/29/2'007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-941 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-11-3206,dated 02/10/2011,signed
and sealed by Candido F.Font,P.E. j
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-114101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
.1
"Submitted under NDA#05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pre's'sure Test,of"Sectional
Residential Door with Windows" prepared by Hutxicane Engineering&Testing Inc.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and seated by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional'Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Test Report No.'I ETI 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,Test 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 #14-0814.08" j
1. Anchor verification calculations prepared by Al-F arooq Corporation,dated
09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad, P.E.
04�/`lam 15'
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
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 #09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E;
"Submitted tinder NOA #09-0128.01" "I
2. _ Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007, dated 12/18/2008,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. 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,LL'C,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 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. 1
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-Ti51,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.l"oldan,P.E.
F. STATEMENTS "Submitted tinder NOA#I4-0814.08"
1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
t"Lo l S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
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'1
X 2-1/4'X 10 CA. TOP FIXTURE 5-1/2'X 2-3/4'%0.1° InGALV.STEEL CENTER HINGE -- - PUSH NU7W/(4) 014 X 5 8-SMS � O STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
07-1/2-
WITHOUT OELRON SLEEVE(STO.) FASTENED TO ENO STILE WRH TO BE ENTER AT\ � (6)014 X 3/4"SELF DRILLING SCREWS ANY CENTER 7-1/2°X 3"X.071'GALV. STEEL 1 O O t SEE SHEET 4 FOR TOP BRACKET OPTIONS j
END ROLLER HINGE I f m
W/(6)114 x 5/B'SMS I CENTER STILES
WITHOUT DELRON SLEEVE(STD.) p 0 SEE SCH. 'A' r'A
WITH DELRON SLEEVE(OPTIONAL) I
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7_1/2.,x 2-1/4"x 071" o °GALV.STEEL CENTER HINGEW/(4)014 X 5/8"SMS LOCKWITH DELRON SLEEVE(OPTIONAL) 2/DOORE3 M 1 A 1 ml
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CENTER HINGE i 1'W%.15 THK.LATCH -- m 0
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GARAGE DOORS I m oo F o Q w r1 g
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CABLE&NICO-PRESS SLEEVE ® 1 +-�_ -- -' _ ��_
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TOTAL N of DOOR OPTION 03 o I
HEIGHT CONSISTS OF EACH DOOR S AT 7-7/8"X 3-1/8'•X .010" �` OPTIONAL VENTS OPTIONAL FLUSH FACE I O Z
STEEL PLATE (3) 5'WIDE AT 7"O.C. MAX. L p
_6'-6' 2 SECTIONS 18'2 SECTIONS 21' W0GRAIN DESIGN
6'-D' 1 SECTION 18' 3 SECTIONS 21' WITH (4)014 X 3/4"SDS OPNG.AREA NOT TO EXCEED 120 54.IN. MAX. ODOR WIDTH__.__- _ .., C3
7' 4 SECTIONS 21'- 16'-2"
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7'-J' - - 3 CENTER STILE cd3 Q N g v
7'-6' s secnoNs Ia"- DAB DOORS INC
INSIDE ELEVATION Hurcico a Master�Model 824 69 113 r ^_
7'-9' 4 SECTIONS 16'1 SECTION 21' OUTSIDE END STILE � '1
V- J SECTIONS t6'2 SECTIONS 21' HANDLE RAISED PANEL EMBOSSED DOOR Max. S1ie 1, -" X116'-0"`High O
8'-3' 2 SECTIONS 18'3 SECTIONS 21' With Wlndaw Ute Options.
e'-8' 1 SECTION IB' 4 SECTIONS 21' 014 X 3/4"SELF DRILLING SCREWS MAY BE USED
8'-9' 5 SECTIONS 21'- IN LIEU OF 014 X 5/8"SMS DESIGN PRESSURE RATING = + 48.0 PSF
9' 6 SECTIONS 18'- LOCK BAR GUIDES - 52.0 PSF tnn
9'-3' 5 SECTIONS 18'1 SECTION 21 " INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES e w L
9'-6" 4 SECTIONS 18'2 SECTIONS 21' WITH(4) 014 X 5/8"SMS c p
9'-9' J SECTIONS 18'3 SECTIONS 1' 0 u
EOIpNS-27¢ 4 .IBT%.GW LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
1a'-J' 1 SECTION 18' S SECTIONS 2t' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F'C)FIFTH EDITION(2014) j
ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ•
10'-6'6 SECTIONS 21'- CENTER STILES SCHEDULE'A'
6 SECTIONS 18'1 SECTION 21' CENTER STILES CONFIGURATION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. o 11§12-12-121
11' 5 SECTIONS 18.2 SECTIONS 21" OUTSIDE KED LO�KK�ED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
1V'3'4.SECTIONS 18'J SECTIONS-21' - - -_ - 'DOOR WIDTHS- _ CENi _ _ _ _
___- __.. _ -... __ ® —® ® _..-__ _.. OF, ER..511LFS _ - DRESSING-OR..ST000OWAS S
-_— --OPTIONAL 11( i�J¶ - - _. _ _
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J SECTIONS IB'4 SECTIONS 21' I _ 3.ALL BOLTS,NUTS AND WASHERS SHALL BE ZHIC PLATED CARBON STEEL n
2 SECTIONS IB'S SECTIONS 21' LOCK BAR LOCKING SHOWN 10'-0'TO I1'-10'
5 ALTERNATE TO 12'-0'TO 13'-t0' J 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o° R
I SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT THESE DETAILS ARE NOT PART OF THIS APPROVAL _ o at
7 SECTIONS 21'- ��8'-0'TO 9'-10�-0'TO 9'-10� 14'-0'TO 15'-10' 4
LOCKS_SHOWN ABOVE -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. °x
- - - 6 SECTIONS 18'2 SECTIONS 21' -DOOR WIDTHS - - 15'-11'_70 16'-2' S .OR
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S SECTIONS 1a"3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA C�
4 SECTIONS 10'4 SECTIONS 21' ,' �1--I ISI I Int It�.1 T BUILDING COOS,TAS-•202,TAS-201 k TAS-203 FOR HVH2 AND 3 SECTIONS 18'S SECTIONS 21' ASTM E1986-OS/ASTIR E1995-09.2 SECTIONS IB'6 SECTIONS 21' Engr:JAVAD AHIAAD 1 SECTION 16' 7 SECTIONS 21' CML r i
FIA.PE 0 592 PRIRItJC{RENEIYFD
14' 8 SECTIONS 21'- 10'-O"TO 11'10' TO -161 ��14'-O'TO 15'-10-O'TO 15'-10" a
CAN.3 >n7b44Y1b the FklNa •• s
14'-3'a SECTIONS 18'3 SECTIONS 21' DOOR WIDTHSDOOR WIDTHS
14'-6'S SECTIONS 18'4 SECTIONS 21'
14'-8'4 SECTIONS IB'S SECTIONS 21' 6
15' 3 SECTIONS 19'6 SECTIONS 21' ®® ® 0 �0- ®� q c Tom' drawing n0.
15'-3'2 SECTIONS 18'7 SECTIONS 21' -�- _ _ B [98-05
15'-6' 1 SECTION 18' 8 SECTIONS 21' ��� Q 2015 M 1 RMMTYMeI
15'-9'9 SECTIONS 2P- REFER TO SHEET 2 �_ 12'-0"TO 13'-10� �_--._ 15'-1 t'TO 16'-2°
16' 6 SECTIONS Ie'4 SECTIONS 21' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet OT 6
SCETION 4 SCETION 0 — SCETION B
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SGETIDN 3 I I SCETION 7 SCETION 7
SCUON 2 SCETION 8 — _ SCERON 8 f W p
SCEnON 1 I SCETION 5 I _ — I SCETION 5 - I O J S
4 SECTION DOOR SCE710N 4 I I SCETION 4 I a C
HOCM RANGE 6'-b'TO 7'-0' — ~� -- — ---
(J)U-BMS SLETION I SCETION J ---i I I V H
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SCETION 2 I I II I SCETION 2 II I II I I Q M
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SCETION S I �ET10N 5 I I I SCETION 1 I I I I -SCETION 1 y m N
SCETION 4 I SCETIDN 4 8 SECTION DOOR 6 SECTION DOOR Y.Z N=o
I _"'------ --—- --- HEIGHT RANCE 12'-0'TO 1]'-]' HEIGHT RANGE 1J'-6'TO IC-O' ,I OZ M
SCETION J SCETION J (5)U-NMS (0)U-BATiS - Q W
SCETION 2 SCEAON 2 SCETION B
SCETION I 1 SCETION 1
SCEnON 0
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5 SECTION DOOR 5 SECTION DOOR SCEf10N 7 o
HEIGHT RANGE 7'-6'TO B'-0' HEIGHT RANGE B'-J'TO B'-9' _
(])U-BMS (4)U-BARS SCEfION 6 V w J�
_......._.___ - SCETION 5
SCETION 6 I SCETION 6 '-- — — Z 10 I
SCEnON 4 (n Ot p I
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SCETION S SCEnON 5 SCEnON J Q 3 N
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SCEnON 4 I SCETION 4
SCEROT-
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SCETION J I SCETION J __ �f _
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SCEHON 2 I SCETION 2 I
A SECTION DOOR
SCETION 1 SCETON T HEIGHT RANGE 14'-3'TO 15'-B'
--- __ (6)U-BMS
6 SECTION ODOR B SECTION DOOR '^
HEIGHT fUNGE 9'-0'TO 10'-]' HEIGHT RANGE 10'-6' SCETION 10
(4)U-BMS (5)U-BAS- __ _ _ _ _ _ o
..._.— SCETON Y U
SCEnON b
SCSON 7
_..__ ___ SCEIION 7.. -
SCETIGN 6 _._- -__
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SCEnoH 5 - - w 0 6
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_SCETION 5
SCEnON♦ — — —
SCEHON J SCETION 4
Engl.JAVAO AFIUAD o
SCEIION J CME
SCETION 2 _ FIA.PELai
PAVID CrUENEWi'iU z
- CAN. gwM tlr FWASSCETION 1 No � drawing no.
7 SECTION b00RHEIGHT RANGE 10'-9'TO 12'-J' 10 SECTION DOOR M14eN I4nWpCOMA 98-05
(5)U-REEKS
HEIGHT RANGE 16'-0' ShBO( '1 Of s
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24 GA.STEEL PANEL
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16 GA.X 2-1/4'..EIA X EINF %2" - FOUR SECTION DOORS
�f 0 B STEEL F PAR REINFORCING TRUSS 16 GA X 2-U.BA K 3/4!EINF K 2' - Ip I% O N
O BOTTOM OF PANEL TRUSS FASTENED TO GALV.STEEL U.t1AR REINFORCING TRUSS I Q
VERTICAL INTERMEDIATE STILES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES --•' -__� 12
014 X 5/B"S.M.S.AND TO END STILE W/TWO 0 14 X5/8 S.M.S.AND TO END STILE
W/FOUR 014 X 3/4'SELF DRIWNG S. W/FOUR 0 14 X 3/4"SELF DRILLING SCR. Z J
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1 G
1/2"X 1-3/4"X 16 C0. _ kl
OPEN TUBE
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OF EACH PANEL 3/16"POP RIVETS AT d'D.C.
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(5)FOR 18'STILES M
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GALV.STEEL U.BAR REINFORCING TRUSS
_ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES U x a
W/7W0 0 14%5/8"S.M.S.AND TO END STILE END STILE Z~Z
W/FOUR 0 14 X 3/4"SELS DRILLING SCR. o m W
.024"STL PANEL I to MO I
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1 ST SECTION (BOTTOM I INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOOR O 3 cD
REINFORCING REINFORCING
-OPTIONAL STOP MOULDING _ 0,la-S
O S
STEEL TRACK BBy DOOR INSTALLER HRACKET FASTENED -
TO WOOD JAMB WITH3/4'X 2"X 2-1/2"X.049"STEEL
5/16'X 1-5/e'LAG SCREW 014 X HINGE SMS END STILE.CONNECT TO PANELS WITH �—
6PER HINGE
(FULLY THREADED) FLAPS AND(5)OR(6)3/16"ALUM RIVETS
HEX WASHER HEAD TYPE A SEE DETAIL ABOVE
1/2'X 1-3/4'X.OSB"FORMED STEEL
SOUTHERN PINE CLUED 70 PANEL AND SECURED TO SOLID BRASS DOOR VIEWER � 6
0.55 S.C. END STILE WITH(4)3/18'POP RIVETSBY 'SCHLAGE SECURITY HARDWARE'
1-7/e'X 2-5/8'X.049'STEELEDGE ���111
WINSTALLED IN 9/16" DIA. HOLES IN CENTER STILE &
CENTER STILE•GEO ANO RIVETED - _ —1)
ISTANCE _ POSITIONED AT EYE LEVEL g
TO PANEL W/(4)3/16'RIVETS POP RIVETS '
2"MIN, 0 14 X 5/8'S.M.S.
ED I 4/HINGEI \" .1•. m i u 2
6-I--: �— —` - __ _-- — -- __--___-- - - - - k, _ -3/8'-POWER-BOLT DY_'POWERS'
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2-MIN.-EMBED INTO CONC` —' 0
2"LUN.EDGE 01ST. ,�o c S
ONE PER BRACKET u$=8
1.9"X 2.19"X 3.3'X 090" SEE SHEET 3 FOR BRACKET SPACING s_
- - - STEEL-TRACK BRACKETS I —
SEE SHEET 3 FOR SPACING - -
Engr.JAVAD AHMAD
1 CML PRIDDM RENEWED i
I MAE 3892 O O�/b18 a'IA do FkeA. ' n
1/4-20 SS BOLT
7-1/Y x .050" INTERIOR SIDE 7-1 z'x .071' &NUT 9�wCoM
GALV. STEEL / Aoapu�oeNo ELM, 8
STEEL TRACK CENTER HINGE END ROLLER HINGE .oJ lIQjO C
14 GA X 2-1/8"X I'(STANDARD) 1.82'DIA X .50"STEEL ROLLERS (STD.) drawing no.
12 GA X 3-5/I6"X 1-1/2'(OPTIONAL) 7/B'PUSHNUT
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DLI. % .50"NYLON ROLLERS (OPTIONAL) pro"cal" g8-05
W/ 1/4-20 X 5/8'TRUSS HD. 2.75"DIA.X.50'STEEL ROLLERS (OPTIONAL)— 3 0 2015
SLOTTED M.S.8:LOCK NUT SECTION B-B 2.75"DIA X .50"NYLON ROLLERS (OPTIONAL) sheet 3 of 6
WITH 5"STEM
POP RIVETS1-1/2"X 1/2"X 1/8-HORIZ.ANGLE
5/18"X 1-5/8'LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 7 FT. �� o
2" 2-3/4'X 5-1/2'X 3-X.104' D 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITHOUT INSULATION OR WINDOWS, 'a
GALV.STEEL WITH 1-1/4'EMBED IMO MASONRY EXfiEEDING 8 FT. IN HEIGHT 2"X 2'X 1/8"HORIZ.ANGLE 1
TOP ROLLER BRACKET ON EACH SIDE ae
FASTENED W/(6)U 14 X 5/8'S.M.S. - - 3 PER BRACKET / i1 p r--I FOR DOOR HEIGHTS ABOVE 7 FT.OR z w
DOORS WITH INSULATION OR WINDOWS
- SPOT WELDED TO HORIZ.TRACK Q 91 t�
090 THK.GALV,STEEL ADJUSTABLE 2-1/2"X 4-1/4"% 13 CA.STEEL PLATES WITH TWO WELDS Al 1-1/2"APART Z W
SLIDE FASTENED TO BRACKET - - J FIRST AT 3'O.C.,REST AT 9"O.C.
W/5/16-18%3/4'HE%HEAD WELDED TO 1-1/2'X 1-1/2"X 14 CA.ANGLE' -- A CONNECTED TO FLAG BRACKET ANGLE S a
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8SPRING SHAFT GUIDE WITH-16 X 3/4"BOLT&NUT O O
ORIZ.
WITH (4) 1/4-20 SS.BOLT&NUTS -- HTRACK LENGTH=OPENING HEIGHT PLUS 12' TO Q w ro
ANO
TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUT a
(STANDARD) TOP BRACKET 0
(OPTIONAL) Q VI
r
LOW HEADROOM DOOR --� 14 GA.GALV.STEEL TRACK Q C M
�L. HORIZONTAL REINFORCEMENT VERTICAL TRACK Q IL0.Q 0 g
1/2'X 1-3/4'X.058'FORMED STEEL
GLUED TO PANEL AND FASTENED TO 2-1/8'% 1'X.060" QdI m
VERTICAL STILES WITH 2'X 5-1/2'X.104" -— SECTION A-A
(2)3/16'POP RIVETS FASTENED W40(4 4 GALV.STEEL. QLL.M
P LER BR5A/K'ETSFOR. W2:DNI LL OLo
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q-W Ty I
HORIZONTAL REINFORCEMENT HEIGHTei
W.X 1-J/4'X.058'FORMED STEEL HEIG1ST 2ND 3RD 4TH 5TH 81 82 83 84 85 86 87 BB
GLUED TO PANEL AND FASTENED,TO -
VERTICAL.STILES WITH 6'-0" 18"18" 18"18"N/A 1'TO 2"11-3/4' 23" 34' 45'- 56" 67" - r
(2)3/16'POP RIVETS 6'-6' 21'18" 18'21"N/A 1"TO 2"i1-3/4" 23' 34' 45' S6" 67" --
7'-O' 21'21 21 21"N/A 1 TO 2"11-3/4" 23" 34' 45 56" 67" - e
5/16'MEETING RIB j_6' 18'18" 1B 18" 18"1 TO 2"11-3/4' 23' 34" 45 56" 67" 78-1/4" CO
ri fBLOJ 21®18�18�18;J 21�j i1�T0)C2i Q11;�3/4j�23�X345 �56'��67t"e�781%4;
1.82°01D X.50'STEEL ROLLERS M
"® W/.44 DIA.%5'STEM =0 -� •-SECTIONS"ARENUMBERED-STAR TING A`f7HE'T30TTOM
x FOR DOORS MORE THAN 8 FT.HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w
OPTIONAL INSULATIONS: Z W 'r' Q
BY'DYPLAST PRODUCTS LLC' W O Ll
EPS-EXPANDED POLYSTYRENE m o m _( 1.9'X 2.19'X 3.3"X.090" Z
DENSITY= 1.05 PCF STEEL TRACK BRACKETS — Z
N.0"1)11-0926.07 nm 2-3/16"HIGH / 8 V)m o 1
OR CONNECTED TO TRACK WITH
150-25 POLY-ISOCYANURATE x
_ DENSITY=2.0 PCF ) 1/4'BOLTS&NU75. / O 3 m
��N.OA.#11-0926.06 m -) / O Z
OR
8Y'CFLLOFOAM NORTH AMERICA' I 0)
DENSITY-1.03 PCF
N.O.A.{110-1129.04
ORDENSITY- N _
BY'INSULFOAu 11 C' �—�
N OA,J14-0311.08 2E
m
14 GA,GALV.STEEL
ROLLER HINGES FASTENED m
W/(6)# 14%5/8'SMS '^
- - m
MIN..02V ROLL FORMED STEEL PANEL - - - - - - - 4 -- -
DRAWING QUALITY G-40 $"
MIN.YIELD STRENGTH=39 KSI
WITH PRIMER AND BAKED-ON z _
POLYSTER PAINTED TOP COAT TRACK CONFlGURATION �'o z
APPLIED TO BOTH SIDES OF STEEL
C
O O
12 CA.GALV.STEEL .y
BOTTOM BRACKET FASTENED VERTICAL LFT HIGH LIFT STANDARD LIFT LOW HEADROOM o S o
W/(4)(J 14 X 5/8"SMS
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr.JAVAD AHMAD n o
PR1DDucrITEHewPID
BOTTOM SEAL OPTIONS FLA.PEmppL
70592 d�DNil�� � c 1
CAN.''u53B 801N111l Cbdt
0 SEE SHEET 5 Ap Vt—Nefly �
Browing
SECTION A—A 2055 5
Mlale de Nrd.�Con►d
SEE SHEET 2 FOR LOCATION 98-05
OF REINFORCING TRUSSES sheet 4 of 6�
3 4" REINFORCEMENT (� m
IN. 1/2'X 1-3/4'X.058• li V o
NDGE 118 X 1" FORMEO STEEL 1� m
01ST. SELF DRILLING SCREWS - _ --�— #8 X I' m
w z 1-1/2'MIN.
m OR SELF DRILLING SCREWS Z
I GE DIST. I 3/16''RNEX'STEEL RNETS OR !�
MULTIGRIP W/DOME HEAD 3/16''RIVE%'STEEL RIVETS rL
AT 48'O.C. MULTIGRIP W/DOME HEAD F E
I 3 AT 48'O.C.
REINFORCEMENT -0 0
1/2'X 1-3/4'X.058"
28Y 1/4'DIA.LAG SCREWS 28Y 1/4'OIA.LAG SCREWS FORMED STEEL O O
W000 BU AT 6'FROM ENDS AT 6"FROM ENDS fffuuu
I WOOD BU I O
AND 11'O.C.MAX. I AND 11"O.C.MAX. - 08 h
W'STRIP ADAPTER O w t7
ALUMINUM W STRIP ADAPTER C
STEEL Q $.
RUBBER
YFSTRIPPING RUBBER W STRIPPING Q W 3
050
34 .700
7 0 .040
.224 LLL��S,,JJJ��� 348 Q W f K+
1.790--^I d
BOTTOM SEAL OPTIONS r,
OPTION 'A' OPTION 'B'
m
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 u lai M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. LL
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE -'-' -• U 2 a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _--__ _ANCHOR SPACING
ANCHORS,.. STRUCTURE I EMBED ISPACINGIEDGE DIST. � z�W n
3 8 HLC SLEEVE BY'HILT] CONC. 1-1/4' _ e' 2- 8 NOL p I
5/16'X 1-5/8" 3 8-CONFLEX BY'ELCO' FILLED BLOCK 2" e' 3-3 4 fY
LAG SZ�"* STEEL STRUCTURE BY OTHERS 3 B"DYNABOLT BY'ITW' CONC. 1--1� 8' 3' O 3 '�
AT 1MBUST SUPPORT THE LOADS IMPOSED 3/8 POWER-BOLT BY'POWERS CONC. 2' B' 2' O Z=
BY DOOR SYSTEM 3 SLEEVE-ALL BY 51MPSONS CONC. 1-1 2 B' 3' 0 0 0
CONCRETE Fe-300 PSI MIN.
5/I6'DIA.BOLTS C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. N=
,•p• - WITH WASHER&NUT
�;• AT 12'O.C.MA%. EOG O
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH ( �C
1/4'ULTRAON BY'ELCO'WITH SPACING OF 1' W
12'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED ] _1-1/4'%2-1/2"X 14 GA
9"O.C.INTO 3000 P51 CONCRETE,WITH 1-3/4'MIN.EMBED - - t-1/2 1-1/2" _ CONT.STEEL ANGLE 1-1/2' g g
2-1/2'MIN,EDGE DISTANCE -
1/4-TAPPER BY'POWERS'WITH SPACING OF _12 GA.GALV.STEEL C a¢
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH I-1 2"MIN. EMBED 1/16`X 2-1/2 FLAT BRACKETS t3`LONG 2-1/8'X 1"X 14 GA. H# a
AT 12'O.C.IN DOOR OPNG. v >
9`O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED FILLET WELDS GALV.STEEL TRACK 8
3'MIN.EDGE DISTANCE AT 12"O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG" FASTENED TO TRACK PLATES
_ _ _ - _ CONNECTED TO CONT.ANGLE W
- - ---- -3/8°-CONFLEX-BY-'ELCO OR- --- -_=-- ---_-_ _- r � _ ,___• --W/_(3)-SPOT-WELDS-AT_-FACH SLOE--.- =SCORED�M S:&XLOCK NR
U[_ HD.
_ _.
—___- __. _. _ _____ - - .. :. a a_
3/8"LDT BY'RW'WITH SPACING OF -- -- -- _-- _- -- v^ � ---- -
CONTIN000S ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
21"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED a ry'-°.G g
3'MIN.EDGE DISTANCE TO WOOD BUCK TO STEEL 70 CONCRETE AND FILLED BLOCK 'm u C•�
3/8'HLC SLEEVE BY'HILTI'WITH SPACING_OF c -
8"O.C.INTO GROUT FILLED BLOCK WALL,WRH 1-1/4'MIN.EMBED,4"MIN.EDGE DIST. ALTERNATE-TRACK INSTALLATION
11'O.C,INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
J.-
2-1/2"MIN.EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS Esq JAVAD AHLaDCML PRODUCTRENEWFiD FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FIAmrF�with the FlaidA IGAN38 rADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 8W�/�de 8 a
BY DOOR SYSTEM. s
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF "
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY C----�
BUILDING OFFICIAL UPON INSPECTION. O 2Oi5 drawing no.
MAXIMUM E%TERIOR(+)LOAD PER JAMB (16.17'X 48 PSF)/2-388 Lbs per Ft. l
MAXIMUM INTERIOR(-) LOAD PER JAMB (16.17'X 70 PSF)/2 -420.4 Lbs per Ft.
(sheet 5 of 6
*PLASTIC COMPLIES WITH .506
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE Z
H[
0 w
1.765 1.725 6 N
N
S7/16'DIA.WASHER 1.144 w
�0
L 3
�3
@8 X 3/4'SMS 21 3/4" I 0 w
AO .I I 0 3/8'FROM ENDS MAX. ,176 L—.800 a IOL D ~
>M g
III' I�
AND 7'O.C.MAX. WOW.WIDTH 0 t-
op
* EXTERIOR FRAME * INTERIOR FRAME �1 a
1 ITiI I c� 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION K3LL N
1111 I (4)#8 X 3/4'SMS iMAX
a Gf G
` 6 1 FROM ENDS \ "m OJ )L
I III I 'I In
") o
AND 6-/2O.C.MAX.
I 11
it
1I I I .175 X.062 DEEP f,
f'
1111 GROOVE
III v v
X11'
/4'POLY
I 1 1CARBONATE LEAN M
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ED
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1111 .175 X,062 DEEP •'
ILII GROOVE --.<r.
;1, _ NonBn
',! (4)S8 X 3/4"SMS INSIDE ELEVATION s
I1 I 0 1-3/8'FROM ENDS a
I RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
111 1 AND 6-1/2"O.C.MAX.
1 , WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION "
-
86-3/8'-FROM-END S' - _ _==175 X.062 DEEP—_- ----- ._ --__. - .,� _ _ _
j AND 4-1/2"O.C.MAX. GROOVE c o $
( n o^ m
0.
#8 X 3/4"SMS
0 3/8"FROM ENDS _ -----------
AND 7"O.C.MAX. E
_ Engr.JAVAD AHMAD '
CIVIL
7/16"DIA WASHER - - - --- - - -- - - - - - FLA PE!) 0592 FR�ICy1T�RENEWED '
` C.A.N. 5 6 BvIWFeB Co� tlM Flp(Oa
Aoogt�oo de S-O O .0 ' 8
o00R PANEL EXTERIOR
24 GA.(.024)STEEL MIN. D.L.OPC.
DOOR PANEL 15/16'MIN, Browing no.
24 G4.(.024)STEEL MIN. GLAZING BITE Ml�+u RIWc1Cd1�W 98-05
WINDOW WIDTH
shee 6