HomeMy WebLinkAboutProduct Approval RECEIVED
MIAMI•DiAD� MLAMI-DADS COUNTY
S'-�.P 17 2019 PRODUCT CONTROL SECTION
11805 SW 26 Streei Room 208
DEPARTMENT OF REGULATORY AND ECONOM WWtRtgmining Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
DAB Door Company,Inc.
12195 NW 981 Avenue FILE
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(AHU).
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 itis 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 8241811 Steel Sectional Garage Door up to 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No.05-03 Rev I,titled"Sectional Garage Door",sheets 1, 1.1,2
through 5 of 5, dated 05/16/2005 and last revised on AUG 17,2017,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control
Section.
MISSILE INTACT RATING:Large and Small Missile Impact Resistant
LABELL'ITG:A permanent label with the manufacturer's name or logo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side 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 ofthis 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 revises NOA#16-0330.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,F.E.
MiAMMAUE cOUNiY NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
`x`60 Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EV-WENCESUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision H dated 03/21/2016,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-01'28.06"
1. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test
Reports No.HETI-08-2149A/B,dated 06/2712008,signed and sealed by Candido F.Font,
P.E.
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submitted under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.BETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA #03-021'0.04"
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#I4-0814.03"
1. .Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
Ishah I.Chanda,P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their
Lexan Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on
07117/2018.
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. 13-0926.06,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. 15-1203.04,issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA #05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc., Report No. HETI 04-A002,dated 09/27/2004,signed and sealed by
Rafael E. Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared
by Hurricane Engineering&Testing Inc.,Report No. HETI 04-T251,dated
11/29/2004 signed and sealed by I. Ghia, P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of BurnTest 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
I. Statement letter of code conformance to the 5h edition(2014)FBC and of no financial
interest issued by AI-Farooq Corporation,dated 03/21/2016, signed and sealed by
Javad Ahmad,P.E.
lshaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
E-2
DAD Door Company,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 05-03 Rev I,titled"Sectional Garage Door", sheets 1, 1.1,2 through 5 of 5,
dated 05/16/2005 and last revised on AUG 17,2017,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their
InsuIfoam Expanded Polystyrene Insulation,expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products,LLC,for their Dyplast
TSO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,expiring on 02/24/2021.
4. Notice of Acceptance No.-15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014(5tb Edition)and FBC 2017(61 Edition),
prepared by Al Farooq Corporation,dated 08/17/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA#16-0330.01,expiring 03/29/22.
C.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date:March 29,2022
Approval Date:December 14,2017
E-3
7-1/2•X 2-1/4'X 18 GA. TOP FIXTURE s-1/2"x 2-3/4'x 0.1• �V $
QALY.STEEL CENTER HINGE - PUSH NUC STEEL PLATE WITH ONE 5/16-18 MS W/NUT
® W/(4) S1+X 5/a'SMS `l0 - '. FASTENED TO END SOLE(47TH, OPTIONAL
INSTALLED AT
WITHOUT DEIRON SLEEVE(STD.) /� ♦♦ (6)$14 X 3/4"SELF DRILLING SCREWS ANY CENTER SRLE
0 7-1/2'X 3'X.071"GALV.STEEL. 00 1 CENTER STILES C
W/(6)#14 5/8
END ROL
4ROL 5/ HtSNS--�' 0 0 SEE STH. 'A' (•""`A F g
NGE t c� cc
WITHOUT DELROH SLEEVE(STD.)
e WITH DELRON SLEEVE(OPTIONAL)
7-1 2 X 2- " 071• 4 --•-•"'"•
J GAt STEEL C1/4ENTERX HINGE ♦4 -__J 'u W
0 W/(4) 014 X 5/8'SMS C C
2/DOOR _.....___. y
WITH Ot1RON SLEEVE(OPTIONN.) ♦♦ _ ..... ... ._ .... _ _ _ �
_
CENTER HINGE r i 1"W X.15 THK•LATCH •♦♦ r-• --- _ -" "7 l
♦♦ SPRINGLOADED SLIDE BOLT(BOTH SIDES) ♦�♦ 9
ED
FASTENW/(4)014 X 1/2'S.MS. ••- --- _
♦`��__...5/8"MIN. LOCK ENGAGEMENT ♦♦♦� __'__. i �.::::�:::.:.;::.,w.;;+.._ ...:�:::m::::: .»::. - - - --I ,�� g n Q L�TW
CONFORMS TO SECTION 1008 REGARMNG GARAGE DOCkm:::::--_,.__.._.}...;�.. ........_.........: '^' - _..__.._... __..- . .._.__...... �� o
.158 WX GALV.AIRCRAFT TYPE
C46LE&NICO-PRESS SLEEVE
W/MIN.5 TO L SAFEiY FACRSR ''"" ,,,"`� _•� --- """ c>
& @ - _ - mss'-�=-- -- •'""`�_ p
tm
X 3'X 0.1° I / ' _. �'"--' - o c o
i __. -`. . d
6• off.
STEEL PLATE._ U 0 }� --_...—._..__ 4— .»..-.•.. ._...,,...... - M c
113 X
WITH(B)#14 X 5/8'SMS T
BRACKET BRACKET T!
STD. UFT DOOR LAW HEADROOM I N E-:5 y of
DOOR OPT[ON i �.� �— --..............._.._.. __. _ V rn�H
i♦ OPRONAL VENT0
OPTIONAL FLUSH FACE
7-7/B'X 3-1/8"X .010° ` "` 3}5°876E AT Y O.C.MAY. COLONIAL OES[GN WOOD GRAIN DESIGN L A
STEEL PLATE ' _ ING AREA NOT TO EXCEED
WITH(4) #14 X 3/4'SDS ' '20 S0.IN. _ NAX. DOOR WIDTH. _ U)
CENTER STILE
INSIDE ELEVATION G3 =r
� '� RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40.0 PSF '
OUTSIDE - 44.0 PSF
HANDLE END ST1LG X44%3/4°SELF DRILLING SCREWS MAY BE USED I8T5Y
IN LIEU OF 114 X 5/8•SMS
Aar{ ea No(z a�rq•tt DAB DOORS INC.
j LOCK BAR CUES ppWL Deo•[•twlL`a8,.2s2z
Hurricane MOsterm Model 824/811 c $
INSTALLED ON END STILE Max. Size 18•-2' X 16'-0" H4g1t o 0
` WITH(4) /14 X 5/8'SMS �'� !' With Window Lite Option 25
° g GENERAL. NOTES �"�
ENGAGES IN OT X GW LOCK BAR
1,THIS PRODUCT HAS BEEN DESIGNED AND rCSTED TO COMPLY WITH THE THIS PRODUCT LS RATED FOR LARGE'MISSILE IMPACT -2 9 2
21
ON EACH SIDE OF DOOR REQUIREMENTS OF THE 2014 (51H EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
QUTStDE KEYED LOCK 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS X
OPTIONAL AND INSTALLED PER MANU S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE DOOR TESTED IN ACCORDANCE WITH THE REQUREMENTS OF FLORIDA
LOCK BAR LOCKINO SHOWNMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. BUILDING COOS.W-202,TAS-201&TA5-203 FOR HVHZ AND o S=d T3>4
ALTERNATE TO ASW..E1886-25 ASTM E1986-09. m -
SPRING LOADED SLIDE BOLT 3.A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. ,.y, 4 iltl 1(A� w.
LOCKS SHOWN ABOVE ��;.+ ..... ...
4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT � �'+�� ♦444 � A i � `j
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE `♦♦ p� y� `�i�
REQUIREMENTS OF THE 2014/2017 FLORIDA SLOG. CODE do ADOPTED STANDARDS.
S.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ^�
FOR A SITE SPECIFIC PROTECT, Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR g f
WATER INFILTRATION RESISTANCE ETC,
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ARALYZED SEPARATELY,
AND TO BE RENEWED BY BUILDING'OFFICIAL, OF drawing no.
6.MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION �� '`• flh'' ♦♦ 05-03
IN ACCORDANCE WITH SECTION 1708.8.3 OF FLORIDA BUILDING CODE. i 5'j �♦
LABELING TO COMPLY WITH SECTION 1709.6.2. A ASA 14 4 sheet i of 5
LM...................
z 1
8 oil i
M
+�0
1 O �
Iw — �t�
TOTAL B OF `
¢: A>
DOOR T1'BARS AT G 6
HEIGHT CONSISTS OF EACH ODOR a
_..._.__..TION.-.-__...........CT
6'-6• 2 SECTIONS/6'2 SECTIONS 21' J: E m C-
6'-3' 1 SECTION 18" 3 SECTIONS 21' 5
7' 4 SECTIONS 21"- CENTER STILES I a' p4p
7'-6" 5 SECIONS 18':- /r V C 2 CD v .
7'-9' 4 SECTIONS SCHEIWL£'A'13'1 SECTION 21' p r
8' 3 SEM NNS 19"2 S!O=21' .. .... ...... CENTER STILES COKFIOURAr" In
8'.1• 2 SECTIONS 18'3 SECIONiS 21• 8 DOOR WIDTHS P OF CENTER STILES N o
8'-6' i SECTIoN 18' 4 SECTIoN.21" T 1=
88' 5 SEC/tONS 21 - a'-0'TO 9'-10' 2
9' 6 SECTIONS 1r8"- 8'-9'TO 9'-70" 70'-0'TO i t'-10" 2
5 SECTIONS i6'1 SECTfON 21 DOOR WID7F15 12'-0'70 13'-10" 3
14'-0'TO i 0'-10" 4
9'-8' 4 SECTIONS 18'2 SECTIONS 2!" 15'-1 I'TO 18'-2" 5
9'-9' 3 SECTIONS 18'3 SECTIONS 21' 7 i, F
to' 2 SECTIONS !8'4 SECTIONS 21 ._M-_M..-..���'� -y..M.�--��M' '�t"-�'-'WI �_.5.'.@:7r_ �ftODiICf6SYi
f0'-3` i SECTION 18" 5 SECTIONS 21' n A (k�e ti6aE140ti�fD c� P
IV-6"Is SECTIONS 21'- Try 10'-0'TO 11'-10' AaePUE H. e1�t1 I c
iW-9'16 SECTIONS 18'1 SECTION 21' DOOR WIDTHS pyh,a imv*1e x 2-
11' 'S SECTIONS 18 2 SECTIONS 21"
..........._.._....__._.._...._...__..__..___._....__._._..._..
3'
14 SECTIONS 18'3 SECTIONS 21'
1 t'-8•I3 SECTIONS 18'4 SECTIONS 21' 8
11'-9".2 SECTIONS 1B'S SECTIONS 21' �
12' I1 SECTIONS 18.6$mnONS 21' w'
12'^3'17 SECTIOtdS 21'- 12'-0'TO 13'-IW o ul
12'-5' 6 SECTIONS 18"2 SECTIONS 21' DOOR WIDTHS y R
12'-9' 5 SECTIONS 18'3 SECTIONS 21` m�_
13' 4 SECTIONS 18'4 SECTIONS 21' -
_.._.
13'-3' 3 SECTIONS 18"5 SECTIONS 21" 9 :' `. �' .. � u j ,.'• .a r ��< <N��
13'-8'12 SECTgFS 18 8 SECTIONS 21' , �
IV-9r.1 SECTION 18 7 SECTIONS 21`
14 -18-SECTIONS 21'- 14'-0'TO 15'-10'
14'-S'16 SECTIONS 18"3 SECTIONS 21" DOOT2 WIDTHS
W-6'15 SECTIONS 18'4 SECTIONS 21`
14-9'14 SECTa\s 18'6 SECTIONS 21'
15' 3 SECTIONS 18'8 SECTIONS 21' 10 droxing no.
SECTIONS 18'7 SECTIONS 27' ......... .... ... ..
SECTION IS"_S SECTIONS 21` 5_ moi •
• 'oaluy OS-03
16'--9
i6" B SECTIONS SECTIO Y21'4 SECTIOtl4 at' 11 1DOOR K1DSH2'5 ,'�A , ��11-\1`,,` I o1 5
• _ 24 GA.STEEL PkFiEI.-
1/2'X 1-3/4'X 16 GA _ a.
OF EACH PAtFO �NEL \ FLAPS BENT OYER PANEL a a
f f
1GALVASTXM lJ�BAR REI/NFORCNG TRUSS _
TRUSS FASTENED To VERTICAL fNTERMED.SALES
W/TWO IF 14 X 5/8'S.M.S.AND TO END STILE i/2'PUNCHED HOLES E
W/FOUR If 14 X 3/4"SELF DRILLING SCR '—'\- 0 4'O.C.
/y
I V d0�
3/18"POP RUM I Q
16 GA K 2-t14°X 3/4'X 2° `
16 CA X 2-1/4'X 3//4"X 2' _ AT 4'D.C.
GALL.STEEL 8AR RpNfORCING TRUSS CALV,STEE1.U.BiR REVNFORCitNG TRUSS (Sj FOR 21`STILE'S
0 SOTTOH OF PANEL TRUSS FASTENED 70 TiH155 FASTENED 70 YEft7lC1.11 INTERM.'DIATE STILLS S FOR t8'STILES F
VERTICAL INTERMEDIATE STILES W/TWO W/TWO 1 14 X s/8•S,M.S.AND To END STILE
_ j Q f
_ 114 x S/8'S.M.S.AND To END STILE W/FOUR If 14 X 3/4"SELF DRILLING SCR
W/FOUR 114 X 3/4'SELF DRILLING S_ _ 16 GA.X 2-1/4'X X
CJd.V,STEEL U.f3tR REINFORCING TRUSS
1/2"X 1-3
14'X 16 GA - _ TRUSS FASTENED TO VERTIOy,INTERMEDIATE STILES !
OPEN TOVF FACHSOTWE1M. W/TWO 11114 X 6/6"S.MS.AND TO ENO STILE I °'
W/FOUR 111 14 X 3/4'SELF DRILLING SCR, I N
Cd
Lu
f:
ai�4t
y
END STILE c
Lj chi a.c
.024•Sri.PANEL 0 m C S
O
1ST SECTION OM) INTERMEDIATE SECTIONS TOP SECTIONoL1TsroE of DOOF9
REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL.
OP70MAL STOP MOULDING _ CD m�-
BY DOOR GJ �S4 X S/B'SMS I N
STEEL TRACK BRACKET FASTENED 6 PER HINGE
TO WOOD JARS WITH3/4'X 2'X 2-1/2"X.049'STEEL.
5/16'X 1-5/8'LAO SCREW t 1/2"X 1-3/4'X.O.'.8"FORMED STEEL. D STILE;CONNECT TO PANELS WITH
TO ......... 7
(FULLY THREADED)) i CUJEO PANEL AND SECURED TO FLAPS AND(4)3/16•ALUM WETS
HEX WASHER HEAD TYPE A = o4 S 18'_ 1 SEE DETAIL AB {I
ETND STILE WITH 3/16'POP RIVETS 0 12"D.C. PO R SOLID BRASS DOOR VIEW
AND PUNCHED FLAPS BY'SCHAGE SECURITY HARDWARE'
ti
SOUTHERN PINE, " 2 X.049' I
0.55 S.C. 3 4'X CENTER f-7jgSTILE.X 2-1/' EDGE INSTALLED Fn IN 9/t fi' OLA HOLES IN CENTER STILE
• as ('FDR OWWTRI[S SEE SSLEET 1 DISTANCE POSITIONED AT EYE LEVEL I o
GLUED AND RIVETED TO PANEL I _�
IN _ 3 1
•i
IN. 14 x 6/8'S.M,S. tt2)3/76' a:•,.'.�e', i„3116 atm+rptAe�WF&*0flSlilY o J 1
i -4/HINGE PdP F6VET5 b, z x.2$n
I .., AeaDlaacePa t7`G4{ •I)
1-3/16"j j t`,, 3/8'POWER-BOLT BY'POWERS'
I f I 2'MIN,EMBED INTO CONIC.
4.1 2°MIN.EDGE DISI T$ar'AWr tOAe4
i 014E PER BRACKET .
1.9"X 2.19'X 3.3'X.090" i I SEE SHEET 3 FOR BRACKET SPACING
STEEL TPACK BRACKETS
SEE SHEET 3 FOR SPACING I
_._.... (2)3/16'RIVETS
b, TOP�807106! i ," Yom' �ir i
7-1/2'X 3'X.071° 1/4-20 SS BOLT
STEEL TRACK CALV STEEL�CEHTERi• EHD ROLLER HINGE N�
14 GA X 2-1/8•x T•(STANDARD 7/te•PusHNur It1rL6E
12 GA x 3-5116X t /2�(KCPRONA 1.82"DLA X.50"STEEL ROLLERS(STD.) OF drawin no.
tF INSTALLED ON ROLLER SHAFT ,' 9
w/ TRUSS HD, 1.82•Du, x.80'NYLON ROLLERS(OPTIONAL) D5—d3
INTERIOR SIDE 2.96'DIA.X,50"STEEL ROLLERS(OPTIONAL)- '� ,�o�ti ;
' M &LOCK LWT SECTION B-8 2.95"IXA X.50"NYLON ROLLERS(OPTIONAL)
WRH S"STEM I11llf1AA L?,1G9L.20f�
POP Rrvm2%2 X 1/8"2mz ANCLE 91
5/16'X 1-5/8'LAC SCREWS INTO WOOD OR HOfBZ.TRACK SUPPORT, SPOT WELDED TO HOa TRACK � 3
2' 2-3/4"%5-1/2'X 3'X.104' 5/16"SLEM ANCHORS CENTER SUPPORT REQD.ON DOORS WITH TWO WELDS AT 1-1/Y APART o
CALV.STEEL WITH 1-1/4'EMBED INTO MASO1TItY EX�yEEDING 8 FT.IN HEIGHT FIRST AT Y O.C. I .
E!/ TOP ROLLER BRACKEF ON EACH SIDE 3 PER BRACKET !i A.� REST AT 9`O.C.
FASTENED Wj(6)1 14 X 5/e`S.M.S. c! 1
CONNECTED 18 X 3/4'B�OLIT&NUT y
2-1/2'X 4-1/4•X 13 GA.STEEL PLATES aro TG SPRING S4 GUIDE WITH
GSD INK.GAM STEEL ADIUSTABLE _ _
SLIDE FASTENED TO BRACKET - WELDED TO 1-i/2°X 1-1/Y 114 CA ANGLE -- A— (2)1/4-20%5/8'80LT&NUT y
M. 5 18 18 X 3`4'HEX HEAD FASTENED TO TRACK
M.�k kAJ15. WITH(4)1j4-213 SS.BOLT R NUTS HOR1Z.TRACK LENGTH=OPENING HEIGHT PLUS 12'TOP BRACKET Ila
"(STANDARD) ____ C �t
TOP BRACKET VERTICAL TRACK a g
LOW HEADROOM 000(OPTIOM 14 GA.CALV.STEEL TRACK 2-1/8"X 1"X.080° GGG 9
HORIZONTAL REINFORCEMENT �. ff
I
SECTION A—A 1"Q
I&DX
1-3/4'X.058"FORMED STEEL 1 °T ¢
-••OU 'D TO PANEL AND FASTENED TO r k S-Sf2"X.104' r
(�1""FOP RIVETS FASTENED Wj 44}¢14 X STLE$WITH SI8'V.S NQS. I v SECTION HEIGHTS BRACKET PLACEMENTS
TC ROLLER BRACKET FOR �j DOOR - -
LAW HEADROOM DOOR OFTION HEIGHT
IST 2ND RD 4TH STH B1 E12 83 B4 85 86 87 BB vy y Qj
HORIZONTA.REINFORCEMENT 44 iPii W
1/Y X 1-314 X.056'FORMED STEEL I � 6'-0" 18"T8' 1B'18"N/A I"TO 2"11-3/4 23' 34` 45" 56' 67" -
•GLUEO TO PANEL AND FASTENED TO 6'-•6' 21'TS" iB"21"N/A i"TO 2"11-3/4` 23' 34" 45" 36`87` - - �
((2)j g pOP RIVETS i 7'-0" 21'21" 21"21"N/A 1'TO 2"11-3/4 23' 34" 45" 56"_ 67"_ _ - i A
„^•-•Sfi6"MEETING RIB I 7'-6° 18'18' 18'18" 18'1'TO 2:1111-3j4" 23' 34'M �45" 56' 67' 78-
o„r I j l S'-0” 21"18" 18'18"21'E1'TO Y 11-3j4" 23' 34" 45" 1.5F" 67" ,78-1/4'
1.82"DIA.X.50"ROLLERS �� ( _�,...._. '"-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
PI/.44 IFA.X 4-1/4"STEM I FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT TO"O.C. I
`
�" 19ReI?TlGFREYit�41 � �"'�-
OPTIDN+ri IPlSULATXNd5: '
BY'DY 6C7 PRO'U u!TS LC' O �I I 1.9"%2.19"X 3.3'X.090" RA NuPbbB N1161Yt t701iQ4 t O Q
ISO-25 FOLr-4SOCrANURATE - STEEL TRacK BRACKETS qs -6Yf .tl C'c
OENSRY 2.0 PCF tt 2-3/T6'HIGH co C p
N.O.A.(l18-110604 3 CQN ECT£D TO TRACK YATt1 �4'T "L as m N
OR € ) 114'BOLTS&NUTS. lti�a..
-�-DENSfTY®1.03 POE- �€ Lu Z
N.OA 115-1203.04 i In[ N O
- - BY'IHSULFOAM LLc'
IF
DENSITY-0.92 PCF € 45
N,OA.$17-0221.06Jj 11
14 OA.CAM STEEL 1 t i - Tb<
ROLLER�0M JASTEN
m m :
i
MIN..024'ROLL FORMED STEEL PANEL ...........3.... .�............,. (, !I) o1 3 Q
DRAWING OUAW 0-40 f! E E
MIN.YIELD STRENGTH-34 KSI
!`WITH PRIMER AND BAKED-ON t� 5
TRACK CONFIGURATIO
APPLIED
ER PAINTED TOP COAT 'g
PPLIED TO BOTH S€DE5 OF STEEL ..
WRTT UGH Ll STANDARD ELFT LOW HEADROOM oiI»d .
DOUBLE TRItgC :��
-
AVAILABLE 'TRACK D22M
BOTTOM GAMSTEELsTENEn
W/(4)i.14%5/8'SMS " .
'
i .-BOTTOM
SEAL OPTIONS d
lz 3
SEE SHEET 4 - iT
OF drawing d Ito
•SEO]lON A-A -�'e� OR1DF: :
�'� 05-03
SEE SHEET 2 FOR LOCATION �� „
OF REINFORCING TRUSSES rr1 1111 1` sheet 3o1_5
1RENFORCEMENT/
3 N• FORMRM'ex0 STEEI4'X.058' �y €
DOE fe X 1'
QST.
50.E DRILLING SCREWS
DIST. I1 m 3/18'`{1WIX'STEEL WVEOR --- S.F 6RULWG SCREWS Z
G MULTIGRIP W/DOME HEAD 3116''RNEX'STEEL RIVETS
AT Ale O.C.
t i AT 48'0•C.f DOME HEAD
REINFORCEMENT XE458* O E
1f2'X 1-3/4'X.658' C E g
FORMED STEEL
20Y 1/4'DUl CAG SCREWS 2AY 1/4'DI4 LAC SCREWS
AT 6'FROM ENDS AT 8'FROM ENDS
WOOD BU I AND 1Y D.C.MAX, wow i I AND T2'O.C.MAX.
\ W'STRIP ADAPTER,,,. V ,g}rl I
ALUMINUM _ �_VSTRIP ADAPTERSMEL
I
RUBBER W`SmPPINGQ
^ � - R 3BU ER VY5TT8PPtNC
" ,�4
2 �%-` L�,; ,348 a+S
3
1.750--�N -t.180�
�(}=[QM SEAL OPTIONS I m
OPTION 'A' OPTION '8' }
WOOD BUCK CONNECTION TO WOOD SUB STRATEt
(vrooD SPECIFIC GRAVITY sG-o.55 MIN.) $ m�
THE INSTALLATION MMIODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMWT
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN W M R
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE
VERIFIED AIM APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING f C71 a-c ,n
ANCHORS STRUfSTE1RE i ETtD.SPKXNG EDGE DIST. !- Oat c o
'318-HLC SLEEVE BY ILTN COttG, i t-t 4 8' ;z Q y�
5/t6'X 1-.5/8' 3 8'CONFL6(BY ELCO' FILLED BLOCKI t S-3 4" O' g_„ C C
CREWS 3 8"DYNABOLT BY'flkV COWC. I t-1 2 2-3 4 i E:-•I FS
_..._.. 2_.
LAGS STEEL STRUCTURE BY ODS IM 3 FO'NER-BOLT BY rPOWt31 COPJC_ i 2° 6" 'uU1 i Spy z ^
AT t2"O.C. .--r MUST SU S(STEMTBE LOADS IMPOSED 3 8 SLEEVE-ALL BY S?M.PS�CQNC. i 1-1/271 8"
...................................._.., n _
CONCRETE ro-3000 PS MIN. ( N O n
5ft8'DW BOLTS C-90 GROUT FILLED BLOCK fm 2000 PSI MIN. j T
WITH WASHER @ NUT -•
WOOD RUCK CONNECTION TO MASONRY b ° AT 12'O.C.MAX, EDGE OW.
PRESSURE TREATED 2K6 SYN Y BL JAMBS WHICH CON(-
OL MN WITH TO t'i+
GROUTED FCtlHFORCED MASONRY .CCK WALL OR LONG COLUMN W1TH
1/4'ULTFACON BY'ELCO'WITH SPACING OF A
t0°O.C.INTO GROUT FILLED BLOCK WALL WITH 2-1/4"MIN.EMBED
To'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4-MIN.EMBED //2'x 14 GA >c
3•MIN.EDGE DISTANCE 1-1/2' 1-1/2' [ CONT.STEEL ANGLE 1-112• 'x'
1V4'TAPPER BY'POWERS'WITH SPACING OF u I _ D
B O.C.MTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED 1FUG f1fiACHET"f3"LONG
10'O.C.INTO 3000 PSI CONCRETE;WITH 1-3/4 MIN.EMBED 1/18"x iWELDS
-11a^x 1'x u CA.
3^MU EDGE OSTANCE FEl1Ef AT 12'O.C.O1N DOOR OPWG. OALV.STEEL TRACK �
AT 12.O.C.MAX AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATE i
s/9•CONFLE%BY'ELp'OR CONNECTED TO COM:ANGLE J�_r.'Qlmlk
2pxs/B°TRUSS HD. i
3/B'LDT BY'RW'WITH SFA;WNG OF W/(3)SPOT WELDS AT EACH SDE do LACK NUT t-
.,
22"O.C.INFO 3000 PSI CONCRETE.WITH 2-1/2'MIN.EMBED E'
3'Mi14.EDGE DISTANCE .�1L__S.._n1,�� c
CONON IOiS u c TRe!'K CO NtJO tc AN r-Rar.•rTO WOOD BUCK m TO CONCRETE AND FIr I .3/8'HLC SLEEVE BY'HILTI'WITH SPACING CF - Jc u..•O.C.INTO GROUT F11IE0 BLOCK WALL,WITH t-1/4'MEG.BASED, 4'MIN.EDGE GIST.
12'0.0'M 300
INFO 0 PSI CONCRETE WITH 1-Ile MIN,EMBED AND ALTERNATE TRACK INSTALLATION .. ` ``r`Lt111 N.
2-1/2' [N.EDGE DISTANCE
i
PREPARATION OF JAMBS BY_OTHERS i
FOP.NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY f(f M
ADEQUACY OF SUPPORTING STRUCTURE M SUPPORT LOADS IMPOSED A=wiiw ^d9 E � 7�, 2
BY DOOR SYSTEM. 9
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGIPNEM OF t ,
RECORD,DODP.INSTALLATION MAY BE REVIEWED AND APPROVED BY VIN
BUILDING OFFICIAL.UPON INSPECTION. N�1Ar Of drawing no.
MAXIMUM EXTERXIR(+)LOAD PER JAMB-(18.16'X40 PSF)/2-383.2 l.ee per Ft. ��. �
MNNMUM INFERLOR(-)LOAD PER JAMB- (18.16'X 44 PSF)/2-3995 L6e Per FL SAA j A t VV` sheet 4ot 5
�-..t-,�9 � .
PLASTIC COMPLIES WITHF
"GO"PANEL CHAPTER 26 OF FBC
24 Gk(.024)STEEL WN. SEE EVIDENCE PAGE
0 OR
L765 C 1.725
7/18-DLk WASHER
.......... 1444
1:H
L
# 3/V4;C6US 21 3/4'
08 X1 .a k'
.3ENDS MAX,' �,600 911
AND 7'G.C,MAX. -wi-Dtivi .1
EMRIOR FRAM INTERIOR FRAM
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION(4)J8 X 3/4'SM MAX, 112
0 1-3/8'FROM EMS
AND 6-1/2-D.C.MAX, am A 1581 d
A A Z
slit .175 X.M DEEP
1111 114-POLYCAMONAITE LEW 0,
BY Smr immms PLAsTics'
NOA#15-0915,08 1A4i M
...........
v
0
... ....................
W0 in
I/v Z71
..J..................
Citi .175 X.062 DEEP
#8 x 31r Sms MULELUAIM C4
FROM
ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
-3
AONDI 6-1/2.O.C.MAX.
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
08 x 3/4-Sus
0 3/8'FROM ENDS- .175 X.062 Div
AND 4-1/e D.C.MAX. i GROOVE
ti 11
is x 3/0 sws M.46
hadai
FROM ENDS 0 V7 40*1 11
AN O.C.UAX r- N
117 r
-----------------
711V M WASHER -------
WOR PANEL
24 GA.(.02+)STEEL WK EXTERIOR
DOOR PANEL 15/16-NN. drawing no.
24 Gk(.024)STEEL 1101N. D.L OPG. 3
ON
WINDOW WIDTH
..........
sheet
1111"'IL'Ii