HomeMy WebLinkAboutNotice of Acceptance M AMP MIAMI-DADECOUNTY
MEN 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.miamidadLgov/economy
DAB Door Company,Inc.
12195 NW 98's 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,
includingthe High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master Model 824/811 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,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 05/16/2005,with revision G dated 03/05/2015,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 IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: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 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 revises NOA#14-0814.03 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.15-0317.01
MAMMA COUNTY Expiration Date:March 29,2017
Approval Date:May 28,2015
a$f Igf2��� Pagel
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision G dated 03/05/2015,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted render NOA#09-0128.06"
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 Loadingper 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 06/27/2008,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 EntryResistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 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#03-0210.04"
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#144814.03"
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 ander 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.
. OS lglZois .
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-1 .
/1
DAB Door Comnanv.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. 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
hm foam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11129/2017.
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 Insulation,approved on 02/24/2011 and
expiring on 02/24/2016.
"Submitted tinder 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 Burn Test and Smoke Density
Test of"AEHAU 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#14-0814.03"
-1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by
Javad Ahmad,P.E.
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-2
7-1/2'X 2-1/4-X 18 GA. TOP FIXTURE 5-1/2'X 2-3/4'X 0.1° OPTIONAL DOOR VIEWER
GALV.STEEL CENTER HINGE ---- - PUSH NUT _STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(4) #14 X 5/6"SMS ��a �.` FASTENED TO END STILE WITH TOS INSTALLED AT
CENTER STILE
p WITHOUT DELRON SLEEVE(STD.) r t (6) #14 X 3/4"SELF GRILLING SCREWS o
p 7-1/2'X 3"X.071^CALV.STEEL I p p t CENTER STILES z
END ROLLER HINGE i k F
SEE SCH. 'A' A (j llGy
W/(6) y14 x s/e^sMs 1 00 �-`
WITHOUT DELRON SLEEVE(STD.) _ e
WITH DELRON SLEEVE(OPTIONAL) __ - —
O 7-1/2'X 2-1/4"X .071-
r
ALV. STEEL CENTER HINGE rl
p W/(4) #14 x 5/6'SMS 2/DOOR I n
WITH DELRON SLEEVE(OPTIONAL)
p -c--_ IL — y
CENTER HINGE -—
r � -i^W% .15 THK. LATCH � ——
r - I - rz� =g G
STANDAID LOCK
t --__C FORFASTENEMSwT00KSEC �ENGAGEMENT2 S.M.S.ING)GARAGE`000 L ---_— -'_ _- J .. V - V __.- V Bm o Zi Q W R"
t B x
_ I - e a o0
r '--�
158 DIA GALV.AIRCRAFT'TYPE p - __- ..-.• V— 0.
to
LE& NICO-PRESS SLEEVE p -- _ - - ��--_ '-
W MIN.5 TO 1 SAFETY FACTOR — -- -- m
0
STEEL PLATE
WITH (6)d14 x 5/8'SMS 11Lj
BRACKET BRACKET _ a Z vi
STD. LIFT DOOR LOW HEADROOM / _ - - I _ Z
DOOR OPTION I — _— — to W 1
TOTAL d of
DOOR U'BARS AT 1` OPTIONAL VENT OPTIONAL FLUSH FACE I ,e
HEIGHT CONSISTS OF EACH DOOR 7-7/8^X 3-1/8"X .010` (3)5"WIDE AT 7"O.C. MAX. COLONIAL DESIGN W000 GRAIN DESIGN O y O
W-8• 2 SECTIONS 10'2 SECTIONS 21' STEEL PLATE OPENING AREA NOT TO EXCEED L'+'A U QO Z
W-9• 1 SECTION 18' 3 SECTIONS 21' S WITH (4) N14 X 3/4'SDS 120 S0. IN. _ MAX. DOOR WIDTH ,-. In a
7' 4 SECTIONS 21'- - 18'-2"
7'-8' S SECTIONS t8•- CENTER STILE DAB DOORS )NC.
7'-9• 4 SECTIONS 16"1 SECTION 21• INCE ELEVATION Hurricane MosterS Model 824/8{1
B' 3 SECTIONS 18.2 SECTIONS 21' 6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 18'-2" X 16'-0" High =�
B'-3• 2 SECTIONS IS'3 SECTIONS 21• HANDLE END STILE With Window Lite Option
8'-6' 1 SECTION 18' 4 SECTIONS 21'
8'-9' S SECTIONS 21'- /J14 X 3/4"SELF GRILLING SCREWS MAY BE USED
IN LIEU OF A14 X 5/8^SMS
9' B SECTIONS 18'- DESIGN PRESSURE RATING = + 40.0 PSF
9-3' 5 SECTIONS 18 1 SECTION 21" LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF
9'-6' 4.SECTIONS 18"2 SECTIONS 21' INSTALLED ON END STILE -__. GENERAL NOTES c €€
3 SECTIONS 18"3 SECTIONS 21• 7 WITH(4) #14 X 5/8'SMS ,
10' 2 SECTIONS IS"4 SECTIONS 2—V ° 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4 0ig
io'-3" 1 SECTION 18' b SECTIONS 21' AST X .GW LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) C
10'-6' 6 SECTIONS 21'- ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). w
ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' v u $
10'-9' 6 SECTIONS 18"1 SECTION 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' S—SECTIONS 1s'z SECTIO 2I• OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 1B'3 SECTIONS 21' �Q DOOR WIDTHS d OF CENTER STILES DRESSING OR STUCCO.
11'-6' 3 SECTIONS 18'4 SECTIONS 21' 8 OPTIONAL ® ® 8'-0'TO 9'-10' 2 3. ALL BOLTS.NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. y -
I1'-S' 2 SECTIONS 18"15 SECTIONS 21' LOCK OAR LOCKING SHOWN to-o•70—iV-10 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN C a^^i4
t2' t SECTIONS 16"16 SECTIONS 21' ALTERNATE TO I2'-o'To 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. B¢S
12'-3'7 SECTIONS 21'- SPRING LOADED SUOE BOLT I 8'-0"TO B'-10" _I 140'TO 15-10 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1 u o u r u
12'-6' 6 SECTIONS Ili'Z SECTIONS 21' LOCKS SHOWN ABOVE DOOR WIDTHS 16'-11'i0 1B'-2' 6 DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIN
12'-9' S SECTIONS IB•J SECTIONS 21'
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HARZ AND
13'-3' 3 SECTIONS 18'15 SECTIONS 21' 9 JSTM E188d-OS ASTM E1AHMAD, . c
13'-6' 2 SECTIONS 16'6 SECTIONS 21' ® ® 'G" ® ® Engr:JAVADLAHMAD i
17'-0' 1 SECTION 18' 7 SECTIONS 21' V-� 'I F� tl FLA,PE 70592 PAQD4I�RJZBVISFD
14' 8 SECTIONS 21'- 10'-0'TO 11'-10'. 14'-0"i0 15'-10' CAN. 578
14'-3'5 SECTIONS 18'3 SECTIONS 21' ODOR WIDTHS DOOR WIDTHS Am
'
14-8' S SECTIONS 18'4 SECTIONS 21' 6� 1�
14-9' 4 SECTIONS IB`6'SECTIONS ® ® ® ISI® !111® ® I!'=v1 ®1L`�-�L AR � d' 7ftf=�
15_ 3 SECTIONS 1B•8 SECTIONS21' 10 �7 Browing IT IT
15-3' 2 SECTIONS IB'7 SECTIONS 21 O G_O3
15'-6' 1 SECTION 18" 8 SECTIONS 21' J J
16'-9.9 SECTIONS 21'- 12'-0"TO 13'-10" _ 15'-11'TO 18'-2"
16' 16 SECTIONS 16'4 SECTIONS 21' 11 - DOOR WIDTHS DOOR WIDTHS sheek Of $ -
(� m
24 GA.STEEL PANEL
,n
1/2'X 1-J/4'X 16 GA T• u
FORM OF EACH PANEL ®, FLAPS BENT OVER PANEL• p a4
I iFFQQdd++ ci
OALV.STEEL U.BAR REINFORCING TRUSS LLr
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/TWO 8 14 X 5/8'S.M.S.AND TO END STILE 1/2"PUNCHED 4HOD.C.LES I , O LL
W/FOUR 8 14 X 3/4'SELF DRILLING SCR, 0
Ipr`y1
Iy 4AIIM
C&ao
ix
_ _ 3/18'POP RIVETS Q ii Sg 2 �
T.GA.X 2-1/4'X 3/4'X 2' 16 GA.X 2-1/4"X 3/4"X 2" AT 4'O.C. (L Z N CI
—J�—. CALV.STEEL U.BAR REINFORCING TRUSS GALV.STEEL U BAR REINFORCING TRUSS (6) FOR 21"STILES J y
0 BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES () a 6{
VERTICAL INTERMEDIATE STILES W/TWO W/TWO B 14 X 5/8'S.M.S.AND TO END STILE 5 FOR 18"STILES r
_ 814 X 5/0"S.M.S.AND TO END STILE W/FOUR 14 X 3/4'SELF DRILLING SCR.
W/FOUR 814 X 3/4'SELF DRILLING S. _ 16 CA X 2-1/4 X 3/4'X 2"
GALV.STEEL U.BAR REINFORCING TRUSS
1/2-X I-U3Q"X 16 GA. _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES I�1
OPEN TUBE®BOTTOM W/TWO 8 14 X 5/8"S.M.S.AND TO END STILE 1Q
OF EACH PANEL W/FOUR 8 14 X 3/4"SELF DRILLING SCR. I ���
j� I co
® ® 0 p
M
,{M
S
END STILE Z 1-C
` .024"STL.PANEL -j N pWi p
IST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF 000 F O z
REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL 6�]Lo t
OPTIONAL STOP MOULDING E ¢N L{
BY DOOR INSTALLE 814 X 5/8'SMS C D p = F
STEEL TRACK BRACKET FASTENED 6 PER HINGE
TO WOOD JAMB WITH 3/4'X 2"X 2-1/2'X.049'STEEL
5/16"X 1-5/8"LAG SCREW 1/2'X 1-3/4'X.058"FORMED STEEL ( END STILE, CONNECT TO PANELS WITH
(FULLY THREADED) CLUED TO PANEL AND SECURED TO b4�J FLAPS AND T4)3(16'ALUM RIVETS
HEX WASHER HEAD ttPE A b SEE DETAIL AA60V
END STILE WITH J/16'POP RIVETS® 12'O.C. P IMS SOLID BRASS DOOR VIEWER �
SOUTHERN PINE AND PUNCHED FLAPS BY 'SCHLAGE SECURITY HARDWARE' (�
0.55 S.G. . 3/4'X 1-7�8"X 2-1/2"X .04s' EDGE INSTALLED IN 9/16" DN. HOLES IN CENTER STILE a I"
•a•. S EEL CENT R STILE, c €€
<� FOR OUANTRIES SEE SHEET 1 DISTANCE�`I POSITIONED AT EYE LEVEL o
GLUED AND RIVETED TO PANEL III
1 1 MIN. / 3/16' e' .-q1^3 6 u
8 14 X 5/8"S.M.S. (2)
1 4/HINGE POP RIVETS
I
1-J/IB"1 1 3/8'POWER-BOLT BY'POWERS'
2'MIN,EMBED INTO CONC. 0 a^H d
2"MIN.EDGE DIST. �_ d E =
ONE PER BRACKET
1.9"X 2.19'X 3.3"X .090" SEE SHEET 3 FOR BRACKET SPACING c
STEEL TRACK BRACKETS I I I I
'JI/I
SEE SHEET 3 FOR SPACING
(2)316'RIVETS j I
Engr: AVAD AHLWD
TO h BOTTOM FLA.PE 1 708882 `ODLICTREVN'FD
JJ amlpiylo/vNtL Lhe Flwld� TS
STEEL TRACK 7-1/2"X 3'X .071'
1/4-20 SS BOLT Ac e41ia1� 1701 k
7-1/2'X 3'%TER END ROLLER HINGE & NUT '
M
14 CA.X 2-1/8"% 1"(STANDARD) HIND STEEL CENTER
12 GA.X 3-5/16"% 1-1/2"(OPRONAL� 7/18"PUSHNUT HINGE 1.82'DIA. X .50"STEEL ROLLERS (STD.) Of drawing no.
FASTENED TO TRACCKK PLATE INSTALLED ON ROLLER SHAFT 1.82"OU.X.50"NYLON ROLLERS (OPTIONAL)
W/ 1/4-20 X 5/8'TRUSS HD. INTERIOR SIDE 2.75"OLA X.50'STEEL ROLLERS (OPTIONAL) �5 05-03
SLOTTED M.S.✓k LOCK NUT 2.75"DIA. X.50"NYLON ROLLERS (OPTIONAL)
SECTION B-B VA 5"STEM sheet 2 of .9
t
/POP RMEfS2 X 2 X 1/8'HORIZ. �f 1
5/16"% 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORITRACK.TRACK V
I I 2-3/4"X 5-1/2"%3°X .104" 5/16°SLEEVE ANCHORS CENTER SUPPORT REGO. ON DOORS WITH TWO WELDS AT 1-1/2"APART
CALTOP ROLLER BRACKET ON EACH SIDE STEEL WITH 1-1/4'EMBED INTO MASONRY E%AEEOING 8 FT. IN HEIGHT FIRST AT J'O.C. �I
FASTENED W/(6)8 14 X 5/8`S.M.S. _ _ 3 PER BRACKET I i A -I REST AT 9"O.C. c
CONNECTED TO FLAG BRACKET ANGLE
3/8-16%3/4'BOLT&NUT 0
.090 THK.CALV.STEEL ADJUSTABLE 2-1/2"% 4-1/4"X 13 CA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
SLIDE FASTENED TO BRACKET - WELDED TO 1-1/2'X 1-1/2'X 14 GA.ANGLE -- A J (2) 1/4-20 X 5/8"BOLT&NUT S
W/5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK - -- 9€ G
M.SCREWS&NUTS. WITH(4) 1/4-20 SS. BOLT&NUTS -- rHORIZ. ACK LENGTH OPENING HEIGHT PLUS 12"
TOP BRACKET
(STANDARD) TOP BRACKET
((OPTIONAL) VERTICAL TRACK
LOW HEADRbOM DOOR 14 GA GALV.STEEL TRACK 2-1/8"% 1°X.OBD'
SECTION A—A
HORIZONTAL REINFORCEMENTEM
O Q 4
1/2"X 1-3/4'X.058"FORMED STEEL Q d)
CLUED TO PANEL AND FASTENED TO 2"X 5-1/2"%.104' Ip
VERTICAL STILES WITH R
(2) 3/16°POP RIVETS FASTENED W/(4) A 14 X 5%B°S.M S. Z rA Q
TOP ROLLER BRACKET FOR I� C:
LOW HEADROOM DOOR OPTION + SECTION HEIGHTS BRACKET PLACEMENTS a b Ei
HORIZONTAL REINFORCEMENT DOOR
1/2'% 1-3/4"X.OSB"FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 82 83 84 95 86 B7 B8
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 8'-0" 10"18" 18"18'N/A 1"TO 2"11-3/4 23` 34" _ 45" Sfi" 67" -
_ (2)3/16-POP RIVETS 6_'-8" 21"1B" 18"21"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" -
7'-6' 18"18" 18'18" 18"1'TO 2'11-3 4" 23" 34" 45" 56" 67` 78-1/4'
1.82'DIA. X ,50'ROLLERS _ 8'-O" 21"18" 18° 18` 21"1"TO 2"11-3/4" 23 34 45' 56° 67" 78-1/4" o
®' W/ .44 DIA.X 4-1/4"STEM _
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPRONAL INSULATIONS:
BY'DYPIAST PRODUCTS LLC' g U Q C2
EPS-EXPANDED POLYSTYRENE
OENSDY 1.05 PCF o 1.9`X 2.19 X J.3'X.090"
N.O.A.811-0926.07 STEEL TRACK BRACKETS C7 _ ZZ
OR 2-3/16'HIGH ,..I m W
50-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH ¢ y)m O 1
DENSITY a 2.0 PCF ) 1/4"BOLTS&NUTS. ZO 0O
-----N.OA 811-0928.060 Z
BY'CELLOFOAM NORTH AMERICA! N 1f1
DENARY 1.03 PCF
- - N.OA #10-1129.04
OR _
BY'INSULFOAM LLC'
DENSITY-0.92 PCF "F % --�
t N.O.A.814-0311.08 m
14 0A.GALV.STEEL
HINGESROLLER
5
FASTENED
W/(6)yMS
- 01
MIN. 024"ROLL FORMED STEEL PANEL o
DRAWING QUALITY G-40 EEEYYT 13w�
MIN.YIELD STRENGTH o 34 K51
WITH PRIMER AND BAKEO-ON
APPLIED TO BOTH SIDES COAT
TSTEEL TRACK CONFIGURATION m
a
VERTICAL LIFT HIGH LIFT STANDARD LI FL LOW HEADROOM
DOUBLE TRACK
12 GA.GALV.STEEL
BRACKET FASTENED AVAILABLE TRACK OPTION
W/(4) S
W/(4)814 X 5/6'SMS
Engr:JAVAO AHMAD io g
CML FRODUce REVISED 33
FLA.PE 1 70592
SEE SHSEAL EE 4 OPTIONSCA.N. 5]8 ING� R b
o.
SECTION A—A 4(02015 �' �„ ,�,r,,,,� drawing
SEE SHEET 2 FOR LOCATIONL. 05-033
OF REINFORCING TRUSSES sheet 30( 5
t
3 4" REINFORCEMENT r,
IN. 1/2'X 1-3/4'X .058"
OCE88 X 1" FORMED STEEL Atl p
DIST. SELF GRILLING SCREWS �Y
z 1-1/2"MIN. OR ®B X 1' �1
m 3/16''RNEX'STEEL RNETS SELF DRILLING SCREWS Z
o I E GIST. MUL71GRIP W/DOME HEAD
$� o AT 48"O.C. 3/18"'RM'STEEL RIVETS
3 w � AmU
T L48'�0:W/DOME HEAD
REINFORCEMENT Gfi
1/2'%1-3/4°%
FORMED STEEL + +
1/4"DIA, TAG SCREWS \ 1/4'DIA.LAG SCREWS O
WOOD BU I �--AT e'FROM ENDS W OD BU I AT B'FROM ENDS G V LL
AND 12'O.C.MAX. AND 12"O.C. MAX. n
W'STRIP ADAPTER �y p '
ALUMINUM 5 STRIP ADAPTER z�C6 Q
RUBBER W'SiRIPPING RUBBER W'STRIPPiNG
t�Q
050 --1 ,040
.�— 574 .700 Z ii gE
•2za I 348 Ul
9 1.750 1.790--I—r c
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
Of Do
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) p M
lyj M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT >
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Ld
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE U t
VERIFIED AND APPROVED BY THE BUILDING OFFICWL UPON INSPECTION T----- Z
_ ANCHOR SPACING
ANCHORS _I STRUCTURE EMBED SPACING EDGE DIST. N
3 8 HLC SLEEVE BY'HILTI' CONC. 1-1 4 B' 2'
3 8
GO
NFLEX BY'ELCO FILLED BLOCK J-J 4 O O
S/16'X 1-6/8' J B'DYNABOLT BY ITW •CONC. i-1.2 _ 8" _ 2_J 4 F O Z N
UG SCREWS STEEL STRUCTURE BY OTHERS J 8 POWER-BOLT BY POWERS' CONC_ 8' 2 W 0
AT 12'O.C. --•MUST SUPPORT THE LOADS IMPOSED -- - U1 "3
BY DOOR SYSTEM 3 8 SLEEVE-ALL BY 51MPSONS' CONC. 1-1.2 B' J' to (a T
CONCRETE Cc. 3000 PSI MIN. o^_
S/16'DIA BOLTS C-90 GROUT FILLED BLOCK Fm a 2000 PSI MIN.
WOOD BUCK CONNECTION TO MASONRY WITH WASHER k NUT —'--'
AT 12"O.C.MAX. EDGE DIST.
PRESSURE TREATED 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1° Q
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH Z
1/4"ULTRACON BY'ELCO'WITH SPACING OF
f0'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED c
1-1 4'X 2-1/2'X 14 GA
3"MIN.EDGE DISTANCE 1_1/2° 1-1/2" ~—CONY. STEEL ANGLE
1/4°TAPPER BY'POWERS'WITH SPACING OF 12 GA.CALV.STEEL
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1�-1/2°MIN. EMBED - m
FLAT BRACKETS t3'LONG y
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/18"X 2-1/2 AT 12'D.C.IN DOOR OPNG. 2-1 B°% 1'X 14 G0. �C
3°MIN.EDGE DISTANCE FILLET WELDS AT 18°O.C.ABOVE DOOR OPNG. GALv STEEL TRACK
3/8"CONFLEX BY'ELCO'OR AT 12'O.C. MAX. CONNECTED TO CONT.ANGLE FASTENED TO TRACK PLATES
W (2) 1 4-20X5 8'TRUSS H0.
3/8°LOT BY'ITW'WITH SPACING OF W/ (3)SPOT WELDS AT EACH SIDE S O1TED S.8 LOCK NUT
22"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED 2 u d
Y'MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONfIN0005 ANGLE TRACK 'x d
3/8'HLO SLEEVE BY'HILTI'WITH SPACING OF TO WOOD RUCK TO STET TO CONCRETE AND FILLED BLOCK u o u 4 u
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN.EMBED,4-MIN. EDGE DIST.
12'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'MIN.EDGE DISTANCE R
PREPARATION OF JAMBS BY OTHERS En4a JA`MOLAHMAD %tODUCFDYYY36D g
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA..A E '353805
70 92 lldWieB � e a
ADEOUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM AorpWo No
�.� I �I
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF A ZO1JG
L
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. W4� pro" drawing 3
MAXIMUM EXTERIOR(+)LOAD PER JAMB (18.16' X 40 PSF)/2 363.2 Lbs per Ft, l 05_03
MAXIMUM INTERIOR(-)LOAD PER JAMB o (18.16'X 44 PSF)/2 y 399.5 Lbs per Ft. shoat 401 5
DOOR PANEL * PLASTIC
COMPLIES
F LITH I—Soo —�—.25o m��
24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE
Z �
1.1 1.72510,
7/18"DIA WASHER
1.144L 8
8
ii
/ 8 G
�� I (i8 X 3f4'SMS 21 3/4• 0
O 1 I I 0 J/B FROM ENDS MAX. ,176 I`�-•800 zry O
AND 7'O.C.MAX. WOW.WIDTH Y d p
* EXTERIOR FRAME * INTERIOR FRAME
I I I I p 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIONMAX
Q 3
I I (4)�8%J/4'SMS = p
0 1-3/8•FROM ENDS \ \J D.L.O. <4 3 1 s
n I I AND B-1/2'O.C.MAX. g ID J t7 I
L( its
IIII .175 X
GROOVE•062 DEEP yyEl
" II
I I
IIII [ -_— - _-_7 __ �._V .•V 7 O 00
IIII
lill 1/4'POLYCARBONATE LEAST '• r ., i 0 O
i I 1/'SABIC INNOVATIVE PLASTICS' % 'i' % 0 W M
IIII NOA 0113-0717.01 W >
IIII V ___ 1 •1 ¢ Z cn
3 � 0
0 [OL z c9 u�i
in
IIII
IIII i.
IIII175 X.062 DEEP " •�• Li
Iltl GROOVE
T I o <`
I lil I '1
i III I (4)#8 X 3/4"SMS INSIDE ELEVATION �
I III ; ® 1-3/8•FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS N
i„I 1 y AND 6-1/2'D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 2 $
O I y8 X J/a'SMS C
B III I I O J/B'FROM ENDS 175 X.082 DEEP
AND 4-1/2'O.C.MAX. GROOVE
��• �I � o u o w 1. u
j, 1#8 X Sf4"SMS I e
0 3/8 FROM ENDS -----------
AND 7.O.C.MAX. r_ ..-- u�y
---Z, Engr:JAVAD AHMAD 3 0
7/18•DIA,WASHER _ _ _ _ _ __ _ ___ _ _ _ _ _ CML PROI)U(.fiIEVLSED 3
FIA PE®70592 rcmlplYL"whp the Flo" c 3
CAN. J8 �;y(ay g }:
Sj;QXqjj
DOOR PANEL EXTERIOR e F ``7pI 7 S 8
24 OA, (.024)STEEL MIN, a 0�5 MlrLli#C �i drawing no.
DOOR PANEL O.L.15/116-MIN. OPO
GLAZING BITE
24 GA. (.024)STEEL MIN. O O Z
WINDOW WIDTH
sheet 5 of 5