HomeMy WebLinkAboutProduct Approval (2) MIAMID:ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC S(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.miamidade.pov/economy
DAB Door Company,Inc.
12195 NW 98*Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulation governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Mia i-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the uthority 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 mariner, 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 dt signed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option(DP+48.0,-52.0 PSF) .
APPROVAL DOCUMENT: Drawing No.98-05 Rev M,t tled"24 GA. Roll Formed Steel Sectional
Garage Door",dated 02/23/1998 and last revised on OCT 03 2017,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 Revision stamp with the Notice of Acceptance num er 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 n e or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,ind cate impact rated if applicable, installation
instruction drawing reference number, approval number(NO ),the applicable test standards, and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
r bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal apr lication 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 d e or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misu e 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 1he 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#1-5-0302.01 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 1.Clues da,P.E.
NOA No. 17-1018.11
WMAMI-DADECOULMM Expiration Date:July 21,2020
�ffndd . Approval Date:December 14,2017
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: E ENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 98-05,titled"24 GA. Roil Formed Steel Sectional Garage Door", dated
02/23/1998,with last revision L dated 03/05/20 15,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation, signed and sealed by Jav d Ahmad,P.E.
B. TESTS "Submitted tinder NOA #11-0414.13"
1. Test Report on Uniform Static Air Pressure T st,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residen 'al Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HET -07-4267,dated 06/29/2007,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.,Reporl No.HETI-11-3206,dated 02/10/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-0 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&TestinE Inc,Report No.HETI-114101,dated
01/29/2011, signed and sealed by Candido F. Font,P.E.
"Submitted under NDA#05-0217.02"
4. Test Report on Large Missile Impact Test anCyclic Wind Pressure Test,of"Sectional
Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,Test
Report No.HETI 03-1328,dated 07/15/2003 signed and sealed by Rafael E.Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure T-,st,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Test 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,Tesl Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda, P. .
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test pei 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- 14.08"
1. Anchor verification calculations prepared by 1-Farooq Corporation,dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
Vst 1, L
1 haq 1.Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.11
Expiration Date: July 21,2020
Approval Date:December 14,2017
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under #09-0128.01"
2. Anchor verification calculations prepared by 1-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NDA#09-0128.01"
3. Anchor verification calculations prepared by l-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 11/28/20 '3 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation, pproved 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-C 1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/I1/2017.
5. 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 Usin Xenon Arc Light Apparatus Test per
AST1VI G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,ReportNo.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 D631 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Reporl 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 an scaled by J. L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA #14-081 ..08"
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.
ILJb1um1�• �hM�
Ish q 1.Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.11
Expiration Date:July 21,2020
Approval Date:December 14,2017
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPT TCE: EVIDENCE SUB
2. New E-vidence submitted.
A. DRAWINGS
1. Drawing No. 98-05 Rev M,titled"24 GA. Roll Formed Steel Sectional Garage Door",
dated 02/23/1998 and last revised on OCT 03 2017,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
Note: This revision consist of editorial changes tc 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
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products,LLC, for their Dyplast
ISO-C1 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, expli ing 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 (5th Edition) and FBC 2017 (61h Edition),
prepared by Al Farooq Corporation, dated 10 5/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA 415-0302.01,expiring 7/21/20
Ishaq 1. Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.11
Expiration Date: July 21,2020
Approval Date:December 14,2017
E-3
I
I
r
7-1/2'X 2-1/4"X 18 GA - TOP FIXTURE 5-1/2'%2-3/4"X 0.1' t, m
GAILY.STEEL CENTER HINGE - PUSH NUT V
W/(4) 814 X 5/8'SMS i'm- _ STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR NEWER �� o
p `♦ FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE(STD.) ♦Y (6� t14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE I
O 7-1/2"X 3'_X 071'-GALV,STEEL _) - _ S E SHEET 4 FOR TOP BRACKET OPTIONS ,� rn
END ROLLER HINGE i --O O 1 CENTER STILES - - -- - -' - -- - ---- — - Z
W/(6)LEE X 5/8'SMS m p SEE SCH.FO r'A q
WITHOUT DELRON SLEEVE(STD.) 1 ! 2 Z N
O WTIl-I DELRON SLEEVE(OPTIONAL) ;♦ � �d �
7-1/2"X 2-1/4"X.071" 1 ® - 040•T.v..0
GALV. STEEL CENTER HINGE Y♦ ��-- lV
®O W/(4) #14 X 5/8"SMS LOCK ♦♦♦ [3 C3 In ® 131a 0 tTWITH DELRON SLEEVE(OPTIONAL) 2/DOOR ♦ I�.C
T 1"W X.15 THK. IATCH. 1 m C 4 ¢
IL a g .4
CENTER HINGE 0='N
STANDARD LOCK r Nrnp N
Lj
SPRING LOADED SLIDE BOLT(BOTH SIDES ~s o q o
`♦ FASTENED W/ (4) #14 X 1/2"S.M.S. o w°o U.
Z 7
5/8"MIN.LOCK ENGAGEMENT \`♦ Q ESE o
B B
CONFORMS TO SECTION 1008 REGARDING `♦ I to z Z '�Z m J
� iom fLL
o o� Oo w mGARAGE DOORS g
® 0Noo jw IZ
.158 DIA GALV.AIRCRAFT TYPE
LE&NICO PRESS SLEEVE
W/MN.5 TO i SAFETY FACTOR
nN
7"X 3"X 0.1" _ _ _ co h
STEEL PLATE ..
WITH (4) #14 X 3/4" lJ o ) ® C O ..
SELF DRILLING SCREWS I v1 V)),°-%
I •
BRACKET BRACKET L n
STD. UFT DOOR LOW HEADROOM 13 E3,_ 13L
mra OF DOOR OPTION _ — = === 0 n
DOOR 'U'84f 3 AT Y OPTIONAL VENTS V v I
HEIGHT CONSISTS OF FACH DOOR 7-7/B'X 3-1/8"X .010" (3)5"WIDE AT 7"O.C. MA%, OPTIONAL FLUSH FACE L y A o o N
6'-6' 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE OPNG.AREA NOT TO IXCEED 120 S0. IN. WOOD GRAIN DESIGN n
WITH (4) X14 % 3/4"SDS MAX. DOOR WIDTH _ p Z
6'-9' 1 SECTION 18' 3 SECTIONS 21' 18'_2" p =0 0
•7' 4 SECTIONS 21'- DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA m d
7'-3' - - 3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND 'GO N a
7'-6' 5 SECTIONS 18 - RAISED PANEL EMBOSSED DOOR ASTM E1B86-OS ASTM E1996-09. N p
W+ 3 SECTIONS 18'2 SECTIONS 21' HMO LE 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
e'-3' 2 SECTIONS 18'3 SECTIONS 21' DAH DOORS INC. REQUIREMENTS OF THE 2014 5TH EDITION)/2017(6TH EDITION FLORIDA
8'-6' 1 SECTION 18' 4 SECTIONS 21' I ( )
8'-9' 5 SECTIONS 21'- Hurricane Master®Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
9' 6 SECTIONS 18"- I LOCK BAR GUIDES MOX. Size 16'-2" X 16'-0" High 2,ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS ..i
9'-3' 5 SECTIONS 18'1 SECTION 21' 4 ° INSTALLED ON END STILE With Window Lite Option AND INSTALLED PER MANUF"S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE
9'-6' 4 SECTIONS 18'2 SECTIONS 21" WITH (4) #14 X 5/8'SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. R
9'-9' 3 SECTIONS 18'J SECTIONS 21` 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. q
10' 2 SECTIONS 18'4 SECTIONS 21' 18T X.6W LOCK BAR DESIGN PRESSURE RATING = + 48.0 PSF R R Q
ENGAGES IN TRACK - 52.0 PSF 4,MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT B
10'-3" 1 SECTION 18' 5 SECTIONS 21' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
ON EACH SIDE OF DOOR
10'-6' 6 SECTIONS 21'- CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS.
10'-9' 6 SECTIONS 18'1 SECTION 21• CENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
OUTSIDE KEYED LOCK DDDR WIDTHS g OF CENTER S1 LE5
it' 5 SECTIONS 18'2 SECTIONS 21' FOR A SITE SPECIFIC PROJECT,'e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY
11'-3'4 SECTIONS 18'3 SECTIONS 21" OPTIONAL ® ®� ® OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
I 1'-8'3 SECTIONS 18"4 SECTIONS 21'
8'-0'TO 9-10' 2 WATER INFILTRATION RESISTANCE ETC. y r
LOCK BAR LOCKING SHOWN 10"-0"TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAVANG ARE TO BE ANALYZED SEPARATELY,
11'-9' 2 SECTIONS 18-15 SECTIONS.21"
5 ALTERNATE TO 12'-0"TO 13'-10' 3 AND TO BE REVIEWED BY BUILDING OFFICIAL
12' 1 SECTIONS 18'8 SECTIONS 21' SPRING LOADED SLIDE BOLT
12'-3'7 SECTIONS 21'- Iry 8'-0'TO 9'-10" _I 14'-0"TO 15'-f0' 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION y o
LOCKS SHOWN ABOVE x
12'-6'a SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS 15-11 TO I6'-2' S IN ACCOROPNCE WTIN SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
12'-9' 5 SECTIONS 18'3 SECTIONS 21' - LABELING TO COMPLY WITH SECTION 1709.9.2. ♦Y1111L 11/1/111 O
13' 4 SECTIONS 18'4—SEC—TIONS 21' IBI,�LtI I 14%3 4 SELF DRILLING SCREWS ``♦♦♦ 9 .......
13'-3'3 SECTIONS 18'S SECTIONS 21' �Rt1DIJCf I�ViSEO ® 1��- ® ® I��. ISI I� + / �•• Q
MAY BE USED GENS ® o Is 13'-6'2 SECTIONS 18'6 SECTIONS 21' IN LIEU OF/14 X 5/8"SMS F13'-9' 1 SECTION 18' 7 SECTIONS1a' 8 SECTIONS 21'- A8eyDlate No I /O� •) 101-0"TO 11-10' _ 14'-0"TO 15'-10' � 002
1V-3'6 SECTIONS 18'3 SECTIONS 21' sDYte i1 jrJ -- DOOR WIDTHS DOOR WIDTHS T•
rI
S SECTIONS 18'4 SECTIONS 21' '6 u
14'-9'14 SECTIONS 18'15 SECTIONS.21" A•a�°" /�
15' J SECTIONS 18'6 SECTIONS 21' 6 1vdlaY CogT1�t ccrK-
15'-3"2 SECTIONS 18'7 SECTIONS 21' _ _ '�Q •, BY TE OF ••((/�� drawing no.
15'-8' 1 SECTION 10' 8 SECTIONS 21' i� �"•• ORIDP.='���` 98-05 11
15'-9'9 SECTIONS 21'- REFER TO SHEET 2 I 12'-O'TO 13-10 I I� 16'-11'TO 16'-2' I 7i71s/Q�����♦♦
s' 6 SECTIONS 18"4 SECTIONS 21' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS /j11I1I 11111♦ sheet 1 of 6 1
-� - Q
SCEiION 4 SCETION 8 i SCEWN 8 �U tl
SCENON 3 _ _ _.___ SCETION 7- - SCEP N1 7- m m
SCETION 2 SCENON 8 SCETION e I %IL
ry 0
l $N
SCETION 1 I' SCEnON 5 SCETION 5 O V O
4 SECTION DOOR SCEnON 4 SOETION 4 IL
HEIGHT RANGE 6'-6'TO 7'-0'
(3)U-SNS SCETION 3 SCETIDN 3
SCETION 2 SCETION 2 p d O pQ
SCEnON 5 SCEnoN 5 L] ( i SCETION 1 SCETION 1 p w ''
O: zD N
j-- x _ _..__ - _ I �I
' a O" Ip
.11=4 SCMON 4 8 SECTION DOOR 8 SECTION DOOR lL z o g-
HEIGHT RANGE 12'-6'TO 13'-3' HEIGHT RANGE 13'-e'TO 14'-0'
SCETION 3 SCEnON J (5)U-BNS (6)U-BNSLi
Q W f
SCEWN 2 SCETION 2 SCETION 9 o N
N
SCEGON 1 SCETHIN 1Li
I SCETION 8 I
m
5 SECTION DOOR 5 SECTION DOOR SCEnON 7
HEIGHT RANGE 7'-6'TO 8'-0' HEIGHT RANGE B'-3'TO B'-9'
(3)U-BARS (4)U-BARS --- - v
SCETION 6 V C O „
v1 T�t•7 I`
SCETION 5 I C Q
O
SCEIION 811
SCION 6 I� d L
_ _ SCEnON 4 y9 m C 0
SCEnON 5 I SCETION 5 SCE710N 3 o U 1L 1
SCEnON 4 , SCEnON 4
SCETION 2 z O N Lo
SCEnON 3 SCEIION J I '
m
SCET%1N 1 < C3 N O
M. r
SCEnON 2 SCEnON 2 O
9 9 SECTION DOOR
SCEnON 1 SCE710N 1 I (6)U-BNS HEIGHT RANGE 14'-3'TO 15'-9'
--
6 SECTION DOOR 6 SECTION DOOR I m
HEIGHT RANGE 9'-0'TO 10'-3' HEIGHT RANGE 10'-6' SCETION 10 L.
L.'s
(4)U-GARS (5)U-HARS - ' MODL'C C REVIMP $
SCETION 9 aJ OGmRIylRH lvki the llee#�&
SCETION 7 SCEnON 8 LTiplrmcim D61r
SCE710N 8 SCETION 7 Ca.
/C/,—,
�@IIN mJ¢cl Cart!"F z
c
- SCETION 6
a c
SCETION 5
` DIo
SCETON 5 O J
SCETION 4 -
\ /
SCETION 3 SCE110N 4
SCETION 3 �;'•13GENSg ;® i
o. 0592
SCETION 2 I = t (^ v n
scEnoN t __ _ — Eo
7 SECTION DOOR SGETIDN t •rte
Q OF drowln no.
HEIGM RANGE 10'-9'TO 12'-3' f�ORID>.
(5)U-BAS 10 SECTION DOOR (}�-• -�3r Zoll %. 3°�.�...... \\ 98-05
HEIGHT)RANGEE116'-0' �® A1�111\\\ sheet z of 6 1
i
_ m
24 GA. STEEL PANEL �*0
0
_ I
m
Z m
�� w
FLAPS BENT OVER PANEL 0
II f
®" ) p ryO`W.-
1/2-
1/2"PUNCHED HOLES I r C, LL
0 4'D.C. - V'R d _
e en
USE REINFORCING 'U' BAR AT a OR¢m 00
16 GA.x 2-1/4'X 3 4"X 2' TOP SECTION ONLY AT I C IL c g H
GALV.STEEL U.BAR REINFORCING TRUSS 16 GA X 2-1/4"X 3/4"X 2' FOUR SECTION DOORS ! O
9 BOTTOM OF PANEL TRUSS FASTENED TO GALV.STEEL U.BAR REINFORCING TRUSS =--1 -- p fY Z O Xi
VERTICAL INTERMEDIATE SULES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES Y I Q�y+l LL in
#14 X 5/8"S.M.S.AND TO END STILE W/TWO g 14 X 5/8"S.M.S.AND TO END STILE - - _-----� - {L Z Vf
W/FOUR/14 X 3/4"SELF DRILLING S. W/FOUR Q 14 X 3/4'SELF DRILLING SCR. 3 an .i
QWo�lis �
- c
1/2'X 1-3/4'X 16 GA.
OPEN TUBE m
o TOP& BOTTOM I
OF EACH PANEL 3/16"POP RIVETS
AT 4'O.C.
- - (6) FOR 21'STILES
® 5) FOR 18'STILES o 13 °D n
- W c o
.1 16 GA X 2-1/4"X 3/4"X 2' N nj io
GALV.STEEL U.BAR REINFORCING TRUSS W T d
_ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES Q LL
W/-0111 14 X 5/8"S.M.S.AND TO END STILE END STILE
W/FOUR s 14 X 3/4"SELS DRILLING SCR. c If
.024"STL PANEL w 0 N
IST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION
OUTSIDE OF 1100
REINFORCING REINFORCINGo z C9
O t o
OPTIONAL STOP MOULDING a Lo m,
BY DOOR INSTALLER m
STEEL TRACK BRACKET FASTENED � � N ¢N c
OD J
TO WOB WITH _ _
5/16-X 1- 8'LAG SCREW— 6 PER HINGE END•STILE. CONNECT^TO PANELS WITH
(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
GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR.VIEWER
SOUTHERN PINE END STILE WITH(4)3/16'POP RIVETS rw'w
0.55 S.G. BY 'SCHLAGE SECURITY HARDWARE'
,`•a�• 1-7/8"X 2-5/8"X.049"STEEL EDGE INSTALLED IN 9/16" DIA n HOLES IN CENTER STILE 12 in o
• •'� CENTER STILE, GLUED AND RIVETED DISTANCE
TO PANEL W/(4) 3/16"RIVETS POP RIVETS POSITIONED AT EYE LEVEL
2MIN. # 14 X 5/8"S.M.S. _ a: sa: 1-3/16. ic
� avdth�
EDG I 4/HINGE b, bukUng Colo
I I I 17-16
/
E ppfrtba Oat, 2IJJ•['
�3/8"POWER-BOLT BY'POWERS' a
2'MIN. EMBED INTO CONC. y
2'MIN. EDGE DIST.
Wksv'lbak roda,S Cae9a0! $' .
1.9"X 2.19'X 3.3' X .090' ONE PER BRACKET e
SEE SHEET 3 FOR BRACKET SPACING alp s
STEEL TRACK BRACKETS I i I 1 I ( � °c•'
SEE SHEET 3 FOR SPACING - 1lllllllll ��
ANglnQ���s����
I I �����'�VCENSIc"•:Y➢ i �
1/4-2D SS BOLT o 0592
7-1/2'
GALV.STEEL INTERIOR SIDE 7-1/2"x.071" & NUT - _ -
STEEL TRACK CENTER HINGE END ROLLER HINGE
14 GA.X 2-1/8"X 1'(STANDARD)
12 GA X 3-5/16"X 1-1/2'(OPTIONAL) 7/B"'PUSHNUT 1.82"DIA X .50"STEEL ROLLERS (STD.) ®' TE OF 6f{� dra l 9 no.
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA X.50"NYLON ROLLERS (OPTIONAL) R10P..•' \��
W/ 1/4-20 X 5/8"TRUSS HD. 2.75'DIA X.50'STEEL ROLLERS (OPTIONAL '� � •••••... �9�� 98-05
SLOTTED M.S.&LOCK NUT 2.75" DIA. X.50"NYLON ROLLERS (OPTIONAL)
SECTION B-B is 1,
WITH 5"STEM �11111111111 sheet 3 of 6 1
POP RIVETS 1-1/2°X 1/2*X 1/8'HORIZ.ANGLE
2" 2-3/4"X 5-1/2"X 3"X.104° 5/16"X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 7 FT. V o
/// GALV STEEL / 5/i6`SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, p
/ TOP ROLLER BRACKET ON EACH SIDE - WITH 1-1/4°EMBED INTO MASONRY - EXREEDING 8 FT. IN HEIGHT 2"X 2'X 1/8'HORIZ.ANGLE I
L/ 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 7 FT.OR
FASTENED W/(6) # 14-X 5/8'S.M.S. _ - II 1 --DOORS'WITH-INSULATION OR WINDOWS Z m n w
SPOT WELDED TO HORIZ.TRACK
090 THK.GALV.STEEL ADJUSTABLE 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES WITH TWO WELDS AT 1-1/2°APART q 4d
SLIDE FASTENED TO BRACKET - -
W/5/t6-18%3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2" X 14 GA.ANGLE -- A - FIRNN AT 3'O.C., REST AT 9"O.C.
M.SCREWS NUTS. - FASTENED TO TRACK - -- CONNECTED TO FLAG BRACKET ANGLE Q a 5
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS 12" W/3/8-16 X 3/4° BOLT&NUT O 0 F'...
AND TO SPRING SHAFT GUIDE WITH LV
TOP BRACKET (2) 1/4-20 X 5/8" BOLT&NUT/ {tWVu �2
(STANDARD) TOP BRACKET Q;a C u
(OPTIONAL) 0 IR
LOW HEADROOM DOOR - 14 GA GALV.STEEL TRACK - - -' V O dN7
HORIZONTAL REINFORCEMENT 0 A7 0
1/2"X 1-3/4'X..058'FORMED STEEL VERTICAL TRACK G IL o -
GLUED TO PANEL AND FASTENED TO. 2-1/8"X 1"X.080" aTJ
VERTICAL STILES WITH 2"X 5-1/2'X.104' - SECTION A—A
(2)3/16"POP RIVETS ' GALY.STEEL Q w 0 u
FASTENED W/(4)y 14 X 5/8'S.M.S. - - Z N:m
TOP ROLLER BRACKET FOR DOOR " SECTION HEIGHTS BRACKET PLACEMENTS J 0
LOW HEADROOM DOOR OPTION. d
HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH Bt B2 83 84 85 B6 B7 98 Q w Omi E F
1/2"X 1-3/4"%.058'FORMED STEEL 6'-0" 1g" 18" 18"18"N/A 1"TO 2-11-3/4-1 23" ' 34" 45 56" 87" - O
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6'-8" 21"118" 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" - c -
Erl
(2)3/16"POP RIVETS - T-0° 21"�21° 21"21"N/A 1"TO 2"11-3/4" 23" 34° 45" 56" 67" - w m
5/16"MEETING RIB T-6° 18" 18" 18".16" 18"1"TO 2"111-3/4" 23" 34"- 45" 56` 67"
m
'- 8'-0" 21"�18' 18"18" 21"1"TO 2"11-3/4" 23" 34" 45' 56"
1.82"DIA.X.50" STEEL ROLLERS rs •-SECTIONS.ARE NUMBERED STARTING AT THE BOTTOM iO
W/.44 DIA. X 5"STEMg
- - z s FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. c o
z¢ o
OPTIONAL INSULATIONS: 0 0 m 1.9"X 2.19"X 3.3'X .090" FR6®UCCREVlSW p¢1+-
RY'DYPIACT PRODUCTS TIC' STEEL TRACK BRACKETS � Pli tc'Iii tBe FisfY"x at
ISO-25 POLY-ISOCYANURATE n TT 2-3/16"HIGH 6aldlagewe E 'O
DD C
DENSITY=2.0 PCF m CONNECTED TO TRACK WITH tcapion No - •O U 0)v N
N.OA 116-1108.04 - -- ) 1/4"BOLTS.&NUTS. NSglr,styf Rsla -�f211
OR 1 SI.
BY'CELLOFOAM NORTH AMERICA'. m 1 ,�.- -� 0 Z
DENSITY= 1,03 PCF T,poJ to c
N.oA X15-1203.04 m
OR vl mol al.-
BY'INSULFOAM LLG' m N G N
DENSITY 0.92 PCF
1.06 a
m
m
4od' 14G4 GALV.STEEL S
ROLLER HINGES FASTENED m
W/(6)� 14 X 5/B"SMS
m F h
MIN. 024"ROLL FORMED STEEL PANEL p "
DRAWING QUALITY 0-40 -
MIN.YIELD STRENGTH-39 KSI
WRH PRIMER AND BAKED-ON u o
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
a ,
a
N Cdb4
12 GA.GALV.STEEL
BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM N alb n a
BOTTOM
W/(4)IF 14 X 5/6'sots DOUBLE TRACK
AVAILABLE TRACK OPTIONS 0
``\`AA111IUNfffffY7ji m ,
O BOTTOM SEAL OPTIONS z .7 582
SEE SHEET 5 = - a"
f� .®s�•, T OF.
�(ZJ�� dFOW10 f
,SECTION A-A Our. O3. ?pI� /i��e �G...1DP' �9®�� 98-05
SEE SHEET 2 FOR LOCATION i aS
OF REINFORCING TRUSSES - �Y�hf®�AL11�1;Y� sheet 4.of 6
REINFORCEMENT
1/2-X 1 3/4-X
#8 X I- FORMED�4EL
1-1/2- MIN. SELF DRIUJNG SCREWS v #8 X 1*
OR
E DIST. 3/16 RIVEX'STEEL RIVETS_\ SELF DRILLING SCREWS z
MULTIGRIP W/DOME HEAD OR 2
/;r-3/16-'RIVID(STEEL RIMS
0 AT 48"D.C. F.w
MULITGRIP W1 DOME HEAD
REINF C�E 48*D.C.
.,/"?R. �
I X 1- .1
1/4;,DL4,LAG SCREWS 1/4'Dbk LAG SCREWS FORMED STEEL
BY AT -DDO
WOOD BU FROM ENDS 2BY
AND 11'D.C. MAX. AT 6 FROM ENDS
AAND 11"D.C. MAX. 0,
W IP ADAPTEII---
'STR
AUU.,... W'STRIP ADAPTER Cf 0 0
DIST.
MIN
E 'ST
'D
STEEL 0 IL a �i
RUBBER W'STRIPPING 0 ca rr
RUBBER W'STRIPPING
050 u,
0 2
534 .040 co 4:
.224 .348 ZME
T__ __T _T_�___' Lu 0
1.750 1.7911
BOTTOM SFAL OPTION &&cc= With tk A&.hhl
OPTION '8' balding CO&
OPTION 'A AceWametic 1-1_10�- I
__iL�
W006 BILICK CONNECTION TO WOOD SIJIB�TRATE(WOOD SPECIFIC GRAMTY SG-0.55 MIN.) z
THE INSTALLATION MEIHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT a. no c 0
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATICNS/OESIGN
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 Cl Ll
ANCHORS STEUCTURE EMBED I SPACING I EDGE DIST. CI.-
CONC. 1-1�4 8' 2- E
3/8"HLC SLEEVE BY'HILIT p,
i 0
3/8"CONFLEX BY'�I_C�' D BLOCK - 3-3/4' T
CC
5/16-X 1-5/8' -1/2" 8
LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8' DYNABOLT BY NC.:::: 1 39:
AT 11*0. MUST SUPPORT THE LOADS IMPOSED J/b VU EM-13ULT by'POWERS-1 CONC. 2' 0 2�0
SYSTEM 3/& SLEEVE-LL BY'SIMPSONS) nONC 1-1 2 0
CONCRETE V� = 3000 PSI MIN.
5/16,DI, BOLT, C-90 GROUT FILLED BLOCK f'rn 2000 PSI MIN. cl
WASHER&NUT
_WTH
ONNECTION To MASONRY AT 12*D.C.MAX. EDGE CIS
AMEMED 2X6 SYP WOOD JAMBS WHICH SHALLZE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4-ULTRACON BY'ELCO'WITH SPACING OF g
1 0 ff,
INTO GROUT FILLED BLOCK WALL,WITH 2-1/4-MIN. EMBED
CONT.STEEL ANGLE 1/2� A
2-I/P MIN. EDGE DISTANCE :2 03
9 AC-INTO.3000 PSI CONCRETE,WITH 1-3/4-MIN. EMBED 1-1/2" 1-1/4'X 2-1/2-X 14 GA
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL
O.c FLAT BRACKETS±3'LONG 8"X I"X 14 GA.
9. �NTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED /2 AT 12"D.C.IN DOOR OPNG.
S. : NTO 3000 PSI CONCRETE,WITH 1-3/4-MIN. EMBED FILLET WWILDS 7 STEEL TRACK
1/16"X 2-
0 CC MAX AT I a.D.C.ABOVE DOOR OPNG.
3-NN.EDGE DISTANCE AT 12"D.C. MAX. ,�zsr(ENED TO TRACK PLATES
CONNECTED TO CONT.ANGLE / 2) 1/4-20XS/8-TRUSS HD. >
3/8'CONFLEX BY'ELCO' OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
LOT BY'ITW'WITH SPACING OF :t.
3/
IIFO. .INTO 3000 PSI CONCRETE,WITH 2-1/2' MIN.EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRAQJJ o
0 TO WOOD BUCK TO STEEL TO CONCRETE AND I'll BLOCK
3-MIN.EDGE DISTANCE 2
3/8-HUD SLEEVE BY'HILn'WITH SPACING OF
8.0,C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4-MIN. EMBED,4-MIN. EDGE DIST. ALTERNATE TRACK INSTALLATIO
11 C. 0 CONCRETE,WITH 1-1/4-MIN.EMBED AND ........
2�1/02-MlINNTOENOEODPISTANCE
V%c
PREPARATION OF JAMBS BY OTHER
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 0 2
By DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. 4nflf-. L9-?/-1-7 EOF rdrwing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB (16.17-X 48 PSF)/2 388 Lbs per Ft. 98-05
MA=UM INTERIOR(-) LOAD PER JAMB (16.17-X 70 PSF)/2 420,4 Lb.per Ft.
Csh--t_-5 -f 6
PLASTIC COMPUES WITH F-soa 250
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE z g
2
1.765 1.725
7/16"DA. WASHER 0
0
1.144 L
L 0
18 X 3/4-SMS 21 3/4- 0
It 0 3/8-FRO ENDS MAX. 176--� m
RE
AND 7"O.C.MMAX. WOW. WIDTH 0
EXTERIOR FRAM INTERIOR FRAM
X
18 1/8- RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Zt
1 0 § U)0,
(4)#8 X 3/4-SMS Im Lu D
0 1 -FROM ENDS q MAX"
-1/2"D.C. MAX. D.L.O.
3/8
AND 6 ID
z M5
IM
.175 X.062 DEEP
GROOVE
Hil
------------------
v
3
1/4-POLYCARBONATE LEXAN
BY'SABIC INNOVATIVE PLASTICS'
NOA 11115-0915.08
lu
.800
E
0
ih! El EEI
c, 0
0 Lot .
0
c3l
A A
.175 X.062 DEEP
GROOVE
8
8!1
it'
:i!
INSIDE ELEVATION
(4 #8 X 3/4'SMS
0 1-3/5-FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS mmplyin with w nj&
AND 6-1/2-D.C.MAX.
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION A"=..N 161 7
#8 X 3/4 SMS
y @ 3/8.FROM ENDS .175 X.062 DEEP
GROOVE
AND 4-1/2-D.C. MAX. [S.�=:
#8 x 3/4.sms
0 3/8-FROM ENDS ......11,
]52
AND 7"O.C.MAX. AN,
------------------
.................. SO
..............
............
7/16"DIA.WASHER ----------- No 7DM
j�
jiDOOR PANEL
24 GA. (.024)STEEL MIN. EXTERIOR
OOR PANEL 15/16"MIN. D.L. OPG. OF Fdrowing nQ.j
24 GA.(.024) STEEL MIN. - V -05
vl�l [ 98
WINDOW flDTH We:
F.h—.-—t6--f-6