HomeMy WebLinkAboutProduct Approval Fri C+_
NOV 1 2016
M IAMI•DADE PER f4i ITTi NG MIAMI-DADE COUNTY
St. Lucie County, FL 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)3152599
NOTICE OF ACCEPTANCE (NOA) www.miamidadenov/economy
DAB Door Company,Inc.
12195 NW 98"'Avenue
Hialeah Gardens,FL 33018
SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The-documentation-submitted-has been-reviewed-and accepted by Miami-Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County).reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Mater 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,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/201-5,sheets-1 through 6 of 6,prepared by AI-
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
CMIMMDADECOExpiration Date:July 21,2020
•••� � Approval Date:April 23,2015
Page 1
DAB Door Comnany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 06/29/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3206,dated 02/10/2011,signed
and sealed-by Candido F.Font, X.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NDA#05-021 Z 02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,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 Test,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,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#14-0814.0811
1. Anchor verification calculations prepared by Al-Famoq Corporation,dated
09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E.
o4 2 K
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 under NOA#09-0128 01"
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 Insuifoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No.11-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl 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 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.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test
of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.
04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted underNOA#14-0814.08"
1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest
issued by AI-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
04 l6/2v15
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
7-1/2'X 2-1/4'X 18 GA TOP FIXTURE 5-1/2'X 2-3/4'X 0.1"
GALV.STEEL CENTER HINGE ^--- PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
W/(4) 014 X 5/8'SMS '^O �r❑i
p �� FASTENED TO END STILE YJfTFI TO BE INSTALLED AT
WITHOUT DELRON SLEEVE(5T0.) `� (6) 014 X 3/4•SELF DRILLING SCREWS ANY CENTER STILE ❑j
O 7-1/2"X 3"X .071"GALV. STEEL O 1 SEE SHEET 4 FOR TOP BRACKET OPTIONS mrn
END ROLLER HINGE I 0
W/(6)014 X 5/e'SMS I I CENTER STILES F
WITHOUT DELRON SLEEVE (STD.) O O , SEE SCM.'A' r'A }W
O WITH DELRON SLEEVE(OPTIONAL) 11
_ _ F
GAL.. S x 2-1/4'X HINGE MCI WITH STEEL CENTER`NCE ) _ / -W/(4) 014 X 5/8"SMS LOCK _WITH DELRON SLEEVE OPTIONAL 2 DOOR !i
CENTER HINGE 1"W X.15 THK.`LATCH., I C <c
1 STANDARD LOCK �` 0 W 0:
1` SPRING LOADED SLIDE BOLT(BOTH SIDES), ---
FASTENED W/(4) 014 X 1/2"S.M.S. `.` 6 [�' O❑❑ Z(�-
5/8'MIN. LOCK ENGAGEMENT _ —__ - -- B =rn x H J ro
CONFORMS TO SECTION 1008 REGARDING I m z K z a Z ry g
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Oio ___'- -_ jSELF DRILLING SCREWSNBRACKETET - _ N NSTD. UFT DOROOM -,-,_ _ -- - - I I-zTOTAL 9 ofPTION — __ 8 rno I
H� CONSISTS OF 'EACH DOOR AT AT X .010" , OPTIONAL VENTS O3 OPTIONAL FLUSH FACE
2 SECTIONS 18'2 SECTIONS 21' (3 5'WIDE AT 7"O.C. MAX. WOOD GRAIN DESIGN L A O Z
6'-9• 1 SECTION 18• 3 SECTIONS 21• WITH (4) y14 X 3/4"SDS OF�NG.AREA NOT TO EXCEED 120 SO. IN. MAX.DOOR WIDTH -.•-.,,.. O I
7' 4 SECTIONS 21•- 16'-2" - CO OI ^
7'-3" - - 3 CENTER STILE DAB DOORS INC. s
r-6. 5 SECTIONS 18•- INSIDEELEATION _
RAISED PANEL EMBOSSED DOOR Hurricane Moster®Madel 824/811 r
7-9' 4 SECTIONS 18.1 SECTION 21' OUTSIDE END STILE Max. Size 16'-2" X 16'-0" High 0
8' 3 SECTIONS 18.2 SECTIONS 21' HANDLE 9
V' 3- 2 SECTIONS 16.3 SECTIONS 21' 14 X 3 With Window Ute Option
W--B" I SECTION 18' 4 SECTIONS 21' 0 /4'SELF DRILLING SCREWS MAY BE
8'-9' S SECTIONS 21'- W LIEU OF 014 X 5/8'SMS DESIGN PRESSURE RATING = + 48.0 PSF 5
9' 6 SECTIONS 1g'- LOCK BAR GUIDES --- - 52.0 PSF di
9'-3' 5 SECTIONS 18'1 SECTION 21' a INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES '9 n n
s'-6^ 4 secnolls le 2 SECTIONS 21• WITH(4) 014 X 5/8"SMS e R r
9'-9' 3 SECTIONS 18'J SECTIONS 21' ° 4 2
10' 2 SECTIONS IB'4 SECTIONS 21' 18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE P t9 a
1 SECTION 10' 5 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) SC
ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ), a
10'-6. 8 SECTIONS 21"- CENTER STILES SCHEDULE'A' 0 0
10'-9' 6 SECTIONS 18'1'SECTION 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. z z$
CENTER snLes CONFIGURATION
IV 5 SECTIONS 18.2 SECTIONS 21" OUTSIDE KEYED L�KK�ED LAK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3'4 SECTIONS la*13 SECTIONS 21' ® ® ® DOOR WIDTHS 0 OF CENTER STILES DRESSING OR STUCCO.
I1
'-6.3 SECTIONS 1214 SECTIONS 21' OPTIONAL 8'-O'TO 9'-10' 2 _ 3. ALL BOLTS, NUIS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL rn -
11'-9. 2 SECTIONS 18'5 SECTIONS 21' LOCK BAR LOCKING SHOWN ID'-O•TO I1'-10' 2 w vi�u e,'6S
5 ALTERNATE TO 12'-0'TO 13'-10' 3 4. ANCHORING OR LOADING CONDITIONS OTHER THAN 11105E SHOWN IN u a .�
12' I SECTIONS 16'8 SECTIONS 21' SPRING LOADED SLIDE BOLT THESE DETAILS ARE NOT PMT OF THIS APPROVAL
7 SECTIONS ��B'-0"TO 9'-10' 1Y-0'TO 15'-10' 4 S
LOCKS SHOWN ABOVE -- S. A TOAD DURATION INCREASE IS USED 01 DESIGN OF ANCHORS INTO W000 ONLY. e a
12-6'6 SECTIONS 18"2 SECTIONS 21' DOOR WIDTHS 15'-11'TO IB'-2' S c
12'-9.5 SECTIONS 18'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILOINO CODE,TAS-•202,TAS-201 hTAS-203 FOR HVH2 AND �--
13' 4 SECTIONS te'4 SECTIONS 21' ASTM E1B86-OS/ASTM E1995-09.
I3'-3'3 SECTIONS 16'5 SECTIONS 21' ® ® ® ® ® ® ® ,L
13'-6.2 SECTIONS 18'6 SECTIONS 21' - En9r.JAVAD AHLIAD 1 n
IJ'-9' 1 SECTION 18• 7 SECTIONS21' CIVIL1
14' 8 SECTIONS 21•- _ 10'-0'TO 11_ TO -10" 14'-0'TO 15'-10' FLA.PE 592 PAOMIOrRANRWEp $
14'-3' 6 SECTIONS 16'3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS CA1 14
N. tr ft Et91w
14'-6•S SECTIONS 18'4 SECTIONS 21'
14'-9'4 SECTIONS IB'5 SECTIONS 21' 6 AOgptamw0
15' 3 SECTIONS 18'6 SECTIONS 21' NTtt cc drawing `no.
1S'-3' 2 SECTIONS 10'7 SECTIONS 21• O 295By
1S'-6' 1 SECTION IB' 8 SECTIONS 21' A4 PrMMI'A1foT 98-05
15'-8'9 SECTIONS 21 - REFER TO SHEET 2 �_ 12'-0'TO 13'-10"" _ __ 15'-11'TO 16'-2'
16' 6 SECTIONS 18'4 SECTIONS 21' FOR U-BAR PLACEMENT DOOR WIDTHS - DOOR WIDTHS Isheet of 8
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SCETION 2 I SCEnON 2 r SCE IOR B
SCERON 1 SCETION 1 SCEnON B
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HEIGHT RANGE 7'-6'TO 8'-0' HEIGHT RANGE 8'-3'TO 6'-9' - M
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HEIGHT RANGE 2'-0'70 10'-3' HEIGHT RANGE 10'-8' SCETION 10 €
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HEIGHT RANGE 10'-9'TO 12'-3' 413"o 2�1 M N �n � 98-05
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HEIGHT RANGE 16'-0' sheet 2 Of 6
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16 GA.X 2-1/4"X 3/4'X 2" - fOURSSECTION DOORS 0�R
CALV.STEEL U.SAR REINFORCING TRUSS 16 GA X 2-1/4"%3/4"X 2" O N l
0 BOTTOM OF PANEL TRUSS FASTENED TO GALV.STEEL U.BAR REINFORCING TRUSS t
.,IF I i
VERTICAL INTERMEDIATE STILES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES _� I LL z -
W/TWO 8 14 X 5/8"S.M.S.AND TO END STILE I r
814 X 5/8"S.M.S.AND EL END STILE vW/FWR 814%3/4'SELF ORIWNG S. W/FOUR 8 14 X J/4'SELF DRIWNG SCR.1/2"X 1-3/4"X I6 GA.OPEN TUBE®TOP&BOTTOMS 3/16"POP RIVETSOF EACH PANEL AT 4"O.C. a0
(6)) FOR 21"STILES
(5) FOR 18'STILES/1 4"X 3/4"%2"E0.II.BAR REINFORCING TRUSS
ASTENED TO VERTICAL INTERMEDIATE STILES U 8 14 X 5/8"S.M.S.AND TO END STILE END STILE Z F-ZR 8 14%3/4"SELS DRILLING SCR. m W
,024"STL. PANEL 8 V)rn O 1
1 ST SECTION (S•OTrOMI INTERMEDIATE SECTIONS TOP SECTIQN OUTSIDE OF DOOR O z
REINFORCING REINFORCING o
-OPTIONAL STOP MOULDING N
STEEL TRACK BRACKET FASTENED BY DOOR INSTALLER CE N
TO WOOD JAMB WITH 3/4-x 2"x 2-1/2"X.049"STEEL
5/16"X 1-5/8'LAG SCREW "_814 X 5/8"SMS END STILE,CONNECT TO PANELS WITH --�
6 PER HINGE
(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 SOLID BRAGS DOOR VIEWER
SOUTHERN PINE GWED TO PANEL AND SECURED TO
0,55 S.G.I. END STILE WITH(4)3/16"POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' z 6 A
1-7/8"X 2-5/8'x .049'STEEL E INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 1e d
•°,a� CENTER STILE GLUED AND RIVETED STANCE POSITIONED AT EYE LEVEL co €
TO PANEL W%(4)3/18"RIVETS POP RIVETSfo,E"G
2"MIN. 8 14 X 5/8'S.M.S.ED 14/HINGE I 3/8'POWER-BOLT BY'POWERS' in „e
2'MIN. EMBED INTO CONC. c m a
2'MIN.EDGE DIST. 2
ONE PER BRACKET -
1.9"%2.19"x 3.3"X .090" SEE SHEET 3 FOR BRACKET SPACING c z_
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
i Engr:JAVAO AMMAD
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FLA.CA 38
38 92 w�A*wf6th@ ww o
7-1/z"x .050•! &NUT ss aDlr gay k
GALS STEEL JJJ INTERIOR SIDE 7-1/z°x .071" &NUT �eeNo 6430 ,0► g
STE(t TRACK CENTER HINGE END ROLLER HINGE
14 GA.X 2-1/8"X 1'(STANDARD) drov in no.
12 CA X 3-5 I6°% 1-1/2'(OPTIONAL) 7/8"PUSHNUT _ 1.82" DIA.X .50"STEEL ROLLERS (STO.) B}� 9
FASTENED TO 7T1ICK PIATES INSTALLED ON ROLLER SHAFT 1.82"DIA. X .50" NYLON ROLLERS (OPTIONAL) 3 Z��S ^' PIO!l1HOoMo1 98-05
W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA. % .50"STEEL ROLLERS (OPTIONAL)—
SLOTTED M.S.&LOCK NUT 2.75'DIA.X .50"NYLON ROLLERS(OPTIONAL) sheet 3 of 6
SECTION�1-8-8 WITH 5"STEM
/POP RIVETS 1-1/2' HORIZ.ANGLE
5/16"X 1-5/8'LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 7 FT.
1 1 2-3/4"X 5-1/2'X 3-X.104' 5/16°SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, p
GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EXfiEEDING 8 FT. IN HEIGHT 2'X 2'X 1/8"HORIZ.ANGLE I
TOP ROLLER BRACKET ON EACH SIDE m
FASTENED W/(6)0 14 X 5/8'S.M.S. - - 3 PER DRACKET 1I A�, FOR DOOR HEIGHTS ONO 7 FT.OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ.TRACK Q u
090 THK.GAIY.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2°APART
2-1/2"X 4-1/4'X 13 GA.STEEL PLATES
SUDE FASTENED TO BRACKET - - J FIRST AT 3'D.C.,REST AT 9'D.C.
W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 CA.ANGLE -- A CONNECTED TO FLAG BRACKET ANGLE Q N
M.SCREWS&NUTS. FASTENED 70 TRACK - -- W/3/8-16%3/4"BOLT&NUT 0"IL o
WITH(4) 1/4-20 SS.BOLT& NUTS -- HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12' w
AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUT
(STANDARD) TOP BRACKET
a
LOW HEADROOMDOORv p
- -� 14 GA.GALV.STEEL TRACK
HORIZONTAL REINFORCEMENT VERTICAL TRACK Q cyoQ C g
1/2"% 1-3/4'X.058'FORMED STEEL 2-1/8"X 1°X.080" Q 4 I7:
GLUED TO PANEL AND FASTENED TO M
VERTICAL STILES WITH 2'X 5-I/2"X.104' SECTION A-A r¢J 3 N
(2)3/18'POP RIVETS GALV.STEEL.
FASTENED W/(4) 9 14 X 5/8"S.M.S. 2 N �n
TOP ROLLER BW(CKET FOR T4
LOW HEADROOM DOOR OPTION ODOR • SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT HEIGHT
IST 2ND 3RD 4TH 5TH 81 82 B3 B4 B5 B6 B7 88 �.
1/2°X I-3/4"X.058'FORMED STEEL _
GLUED TO PANEL AND FASTENED TO 6'-0° 18"1- l"L."
16"N/A 1"TO 2"17-3/4" 23" 34" 45" 56' 67" - r VERTICAL -
STILES
POP RIVWETS 6'-6" 21" 21"N/A 1"TO 2"11-3 4" 23° 34" 45" 58" 67"
21°N/A 1"TO 2"11-3/4" 23° 34" 45" 56"5/16' MEETING RJB - 7'-6" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/48'-O' 21" IS" 21"1"TO 2"11-3/4" °O
1.82°DIA X .50"STEEL ROLLERS u p
® 'W/ .44 Ohl X 5'STEM = 4-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
u s FOR DOORS MORE THAN 8 Fr.HIGH,USE A00171ONAL TRACK BRACKETS AT 10°O.C.
OPTIONAL INSULATIONS:
BY'DYPlAST PRODUCTS LLC' 68
_ EPS-EXPANDED POLYSTYRENE p o m 1.9'X 2.19'X 3.3"X.090° Z F=-O1
DENSITY 1.05 PCF STEEL TRACK BRACKETS �W e
N.O.A.#11-0926.07 n 2-3/16"HIGH 8 p1p 1
OR m CONNECTED TO TRACK WITH OC
ISO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. 0 0 m
DENSITY-2.0 PCF 3 R
N.OA 111-0926.06 m O Z=N
OR In
BY'CEILOFOAM NORTH AMERICA' mm rn
DENSITY a 1.03 PCF
N.O.A J10-1129.04 N D 2
OR
BY'INSULFOAM LLC' -�
N OA 114-0311.08
F n
®' 14 G0.GALV.STEEL m
ROLLER HINGES FASTENED m
_ W/(6) d 14 X 5/8'SMSin
is
$
MIN. 024'ROLL FORMED STEEL PANEL
DRAWING DUALITY C-40 LY�a 5 WTI
MIN.HELD STRENGTH-39 KSI
WITH PRIMER AND BAKED-ON vii V
APoPPUY T PAINTED
BOTHD TOP
Ps OF 6TEEL TRACK CONFIGURATIOEd N
a
n 12 GA GALV.STEEL G
BOTTOM BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM °
C 8$ S
W/(4) 14 X 5/8"SMS
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr.JAVAD AHMW
CIVL PRODURENeWFD
FLL PE A 78592 so 110 s I
SBOTTOM SEAL EE SHEET 5 OPTIONS CAN.]5J Aco*uneoNo
drOwl
SECTION A-A 2015 Mie �dePmAK4cm�c1 ��
9$-05
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 4 Ofd
3 4" //''
IN. t/2'F XR1 3/4"X.055' 4 V
DOE #8 X 1" FORMED STEEL c
DIST.. SELF DRILLING SCREWS S8 X 1' m
k' = 1-1/2"MIN. I OR
1 m 3/16''RNEX'STEEL RIVETS SELF DRILLING SCREWS Z
o m I GE GIST. N Q MULTICRIP W/DOME HEAD 3/16''RIVEX' STEEL RIVETS Z W
w oo AT 48'D.C. m
I 1 a3 AT 48'RIO.0/ DOME HEAD g g
REINFORCEMENT d c
1/2"X 1-3/4'X.058"
FORMED STEEL O O
2BY 1/4'OLl LA SCREWS 281, 1/4'DIA.LAG SCREWS
2wooBY BU I AT 6'FROM ENDS WOOD BU I AT 6'FROM ENDS 0 O
AND 11'O.C.MAX. 1 AND 11°O.C.MAX. —
O n
1 W'STPoP ADAPTER--
ALUMINUM
DAPTER g
I I ALUMINUM MELIP ADAPTER Yv Ka>Q N
or—
RUBBER W'STRIPPING m m
RUBBER W STRIPPING Oj
.220.50 534 .700 .040 348 Wr1 i
LS J LS 2J
1.790---
80110M
.790—BOTTOM SEAL OPTIONS
OPTION 'A' OPTION
m
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN P q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ___ _
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING U=
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION- --"-' '— Z~In
ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
3 B NLC SLEEVE BY'HILTI CONC. 1-1 4 __8' 2" 8 N pf p L
5/16"X 1-5/8" 3 B°CONFLEX BY ELCO FILLED BLOCK 8' 3-3 4 0
LAG SCREWS STE0.STRUCTURE BY OTHERS 3/8'DYNABOLT BY'RW' ,CONC. 1-1 2 g' 3' O 3 '�
AT 11"O.C, MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY POWERS CONC. 2' 8' 2' O Z N
BY DOOR SYSTEM 3 8 SLEEVE-ALL BY 9MPSONS CONC. g"
CONCRETE I'c -3000 PSI MIN.
C-90 GROUT FILLED BLOCK fm 2000 PSI MIN. N
5/16'DU. BOLTS
• -
-WITH WASHER&NUT N
e°
\.' AT 12'O.C. MAX. EDGE
O
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 8
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I z $
1/4'ULTRACON BY'ELCO'WITH SPACING OF - 4
1 2 O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED I 1-1 4'%2-1/2'X 14 GA
B'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1-1/2° 1-1/2' C0 STEEL AflGLE
2-1/2'MIN.EDGE DISTANCE
12 GA GALV.STEEL
1/4'TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS t3'LONG
c s
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH I-1/2"MIN. EMBED 1/16'X 2-1/2 2-1/B"X I°X 14 GA.
9'O.C.INTO 3000 PSI CONCRETE,WITH 1-3 4'MIN.EMBED FILLET WELDS AT 12'O.C.IN DOOR OPNC. GALV.STEEL TRACK
3'MIN.EDGE DISTANCE / AT 18°O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
AT 12'O.C, MAX. CONNECTED TO CONT.ANGLE W/(21 1/4-20X5/8'TRUSS NO,
3/8'CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
3/8'LOT BY'ITW'WITH SPACING OF CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o
21"O,C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN,EMBED TO WOOD BUCK ISLSIEEL 70 CONCRETE AND FlILED BLOCK .5 o H
3"MIN.EDGE DISTANCE 6 I? =2
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 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
2-1/2 MIN.EDGE DISTANCE a
PREPARATION OF JAMBS BY OTHERS Engr.JAVAD AHMAD :, o
CML PiLODIICT RENEIYPD i
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FlCAN, 3892 �000�Irlq wWl dro Flaid� o I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY rt --
BUILDING OFFICIAL UPON INSPECTION. O 215eydroWiDg DO.
h0°igcw"
MAXIMUM EXTERIOR(+)LOAD PER JAMB m (16.17' X 48 PSF)/2 388 Lee per Ft.
98-05
MAXIMUM INTERIOR(-) LOAD PER JAMB m (16.17'X 70 PSF)/2 428.4 Lbs per Ft. sheet rj Of 6
.soo .zso PLASTIC COMPLIES WITH [��]U
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.D24)STEEL.MIN. SEE EVIDENCE PAGE Z
1.765 1,725IL
2
7/16°DIA WASHER G
J
1.144
���L111:01 M
08%3/4°SMS 21 3/4" I W
OC 11 1 0 3/8"FROM ENDS MAX. .176 k�-•600 a
A. tl IIII I 'I AND 7°O.C.MAX_ WOW. WIDTH 0 Q 4
1 �
X * EXTERIOR FRAME * INTERIOR FRAME ao c
I I I m m 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a 3
I I I (4)OB%3/4°SMS a x 0
I ILII II ��` 0 1-3/8"FROM ENDS m J -
I 1111 1 AND 6-1/2"O.C.MA%, g N d D.L.O.
L
IIII A ,' B C ., •f / t./ct�
IIII 175%.062 DEEP
IIII GROOVE ,
1111
IIII 1/4°POLYCARBONATE LEXAN i' .i. � w LLj M
I I BY'BARIC INNOVATIVE PLASTICS' >
1111 NOA 013-0717.01 /1 _ -
F-v;
oofK IIII . ,¢ s� p e N rn z
o I
W 0 Z=N
C3 u'1
On
1 I
1111175 X.062 DEEP ed '
IIII GROOVE 444
ouiE
^,1 (4)08 X 3/4"SMS INSIDE ELEVATION t g
1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS b z
I 1 AND 6-1/2"D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I ' d8 X 3/4"SMS C.
I III I 1 0 3/8"FROM ENDS 175 X .062 DEEP
O i j AND 4-1/2"O.C. MAX. GROOVE
B8 X 3/4"SMS I O
If 0 3/8"FROM ENDS ----
AND 7°O.C.MAX. r- m
En4r:JAVAD AHMAD n c
7/18°OLA.WASHER _ ______ _ _ __ _ _ _ _ _ _ FU. E.
fiG2
PRDDMREI�WED g I
` CA.N. 5 8 = wi}Atb Fj jd. ..
DOOR PANEL EXTERIOR
24 GA. (.024)STEEL MIN.
DOOR PANEL 15/16°MLN. D.L.OPG. 40/2015
By drawing no.
24 GA.(.024)STEEL MIN. GLAZING BITE M Frn�uacaee+d 98-05
WINDOW WIDTH
sheet 6 of 6
I