HomeMy WebLinkAboutNotice of Acceptance i
M® MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miamidnAe.gov/economy
DAB Door Company,Inc.
12195 NW 9811 Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration'date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to r� 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 B-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.01
MIAMI•DADECOUN'IY Expiration Date:March 29,2017
1 Approval Date:May 28,2015
to f I9j�01S Page 1
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 under 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 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 06/27/2008,signed and sealed by Candido F.Font,
P.E.
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 084182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submided 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 R 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#14-0814.03"
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.
05' �9I X15..
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-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
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-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#05-022&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"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 underNOA#14-0814.03"
4. 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.
Os�19Iv .
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' �u
GALV.STEEL CENTER HINGE -- PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
a W/(4) #14 X 5/8"SMS 0 �` FASTENED TO END STILE WITH 7 ABY INSCENTALLED
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WITHOUT DELRON SLEEVE(STD,) i 1 (6) X14 X 3/4" SELF DRILLING SCREWS
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END ROLLER HINGE CENTER STILES
W/(6)#14 X 5/8'SMS 0 0 I SEE SCH. 'A' r A kk 'f
WITHOUT DELRON SLEEVE
WITH DELRON SLEEVE a
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GALV. STEEL CENTER HINGE
G W/(4) #14 x 5/8•SMS 2 DOOR I N 13
7-1/2'X 2-1/4'X.071°
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CONFORMS TO SECTION 1008 REGARDING GARAGE DOO)t g S
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BRACKET BRACKET a Zis Vi
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DOOR OPTION T __ _ __ _ row tO
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DOOR 'U'BARS AT ` OPTIONAL VENT OPTIONAL FLUSH FACE I Z 0 ¢ w
HDGHT CONSISTS OF EACH DOOR 7-7/8"% 3-1/8'X .010 (3) 5"WIDE AT 7"O.C. MAX. COLONIAL DESIGN WOOD GRAIN DESIGN O O 3 ,a
W-S' 2 SECTIONS 18"2 SECTIONS 21' STEEL PLATE OPENING AREA NOT TO EXCEED �'A U Z
1 SECTION I8' 3 SECTIONS 21' 5 WITH(4) N14 x 3/4'SDS 120 SQ. IN. MAX. DOOR WIDTH i0 W m
7' 4 SECTIONS 21'- _..... .— 18'-2" ._ J
7'-6' 5 SECTIONS 18'- N
7'-9' 4 SECTIONS 18'1 SECTION 21' CENTER STILE DAH DOORS INC. O _
S' 3 SECTIONS 18'2 SECTIONS 2t' INSIDE ELEVATION Hurricane Master®Model 624/811 Lj
B'-3• 2 SECTIONS 18"3 SECTIONS 21• 6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 1B'-2" X 16'-0" High
6'-6' 1 SECTION 18' 4 SECTIONS 21' HANDLE ENO STILL With Window Lite Option
B'-9' s SECTIONS 21'- §14 X 3/4"SELF DRILLING SCREWS MAY BE USED
9' 6 SECTIONS 18'- IN LIEU OF#14 X 5/8'SMS
9-3' s SECTIORS IF 1 SECTION 21• DESIGN PRESSURE RATING = - 40.0 PSF Et C
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 `qq n n
9'-9' J SECTIONS 18'3 SECTIONS 21' 7 WITH(4) 014 X 5/e'SMS p«}9€€
10' 2 SECTIONS 18'4 SECTIONS 21' Q 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE B 6�cc
10'-J' 1 SECTION 18` 6 SECTIONS 21' 18T% GW LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014)
ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). a`
10'-6".S SECTIONS 21'- to$
10'-9'6 SECTIONS 18'1 SECTION 21' ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' Z, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. m 31-101,191
I1' 5 SECTIONS 18'2 SECTIONS 21' OUT KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
ID
11'-3' 4 SECTIONS 18'3 SECTIONS 21' OUTSIDE DOOR WIDTHS 0 OF CENTER STILES DRESSING OR STUCCO.
11'-6' 3 SECTIONS 18"4 SECTIONS 21' B OPTION SII ® 8'-0'TO 91-10, 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-9' 2 SECTIONS 1B'5 SECTIONS 21' LOCK BAR LOCKING SHOWN I� 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o�'I^"o 9
10'-0'TO 11'-10' 2 a o_ry
12' 1 SECTIONS 18'6 SECTIONS 21' ALTERNATE TO 12'-0'TO 13'-10' J THESE DETAILS ARE HOT PART OF THIS APPROVAL.
12'-3'7 SECTIONS 21'- SPRING LOADED SLIDE BOLT I- 8'-0"TO 9'-10' _I 1; 0;
i0 19'-t0' 4 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o u o
12'-6'6 SECTIONS 18'2 SECTIONS 21' LOCKS SHOWN ABOVE 0
DOOR WIDTHS 13'-11'70 18'-2' S DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA r --�
1213' S SECTIONS 18'3 SECTIONS 21' L;9-
UILDING CODE,TAS-202.TAS-201 k TAS-203 FOR HVN2 AND
13' 4 SECTIONS 18'4 SECTIONS 21' ASTM E1886-05 ASTM.E1996-09. q c
13'-3'3 SECTIONS 18'15 SECTIONS 21' 9 ® ® ®� ® ® ® ®�' Eng,:JAVAD AHMAD �b j
IJ'-6' 2 SECTIONS 18'6 SECTIONS 21'
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14' 8 SECTIONS 21'- �10'-0"TO 11-10". _I �- 14'-0"TO 15'-10" CAN. 538 N1Ay ham ,
14'-3' 6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS A00lJetl 1
14'-9' 5 SECTIONS IB'4 SECTIONS 21'
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15_ J SECTIONS 18'6 SECTIONS 21' 10 I IIID_:JIIII I F7P ��d n 11 11 ��
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19'-B' 1 SECTION f9' 8 SECTIONS 21'
19'-9'9 SECTIONS 21'- - I_ 12'-0"TO 13'-10" �. _ 15'-11'TO 18'-2' sheet 1 0( 5
16' 6 SECTIONS 18'4 SECTIONS 21' 11 DOOR WIDTHS DO($t WIDTHS
To
24 GA.STEEL PANEL
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1/2'X 1-3/4`X 16 GA
FORMED TUBE 0 TOP-,
OF EACH PANEHt�
FLAPS BENT OVER PANEL• I O16 GA X 2-1/4'X 3/4'X 2- _ _GALV.STEEL U.BAR REINFORCING TRUSS aTRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - 1/2' PUNCHED HOLES I 1`W/TWO # 14 X 5/8'S.M.S.AND TO END STILE jayW/FOUR B 14 X 3/4'SELF DRILLING SCR. O 4'D.C. •1 Q O U�m
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GALV.STEEL U.BAR REINFORCING TRUSS DALY.STEEL U.BAR REINFORCING TRUSS - (6)FOR 21"STILES 1 -
m BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES (5)FOR 18`STILES a 0612
VERTICAL INTERMEDIATE STILES W/TWO W/TWO 19 14 X 5/8'S.M.S.AND TO END STILE
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W/FOUR#14 X 3/4'SELF ORILUNG S. - _ _ 16 GA X 2-1/4'X 3/4'X 2"
GALV.STEEL U.BAR REINFORCING TRUSS
1/2"X 1-3/4'X 16 GA. - - _ _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES J'1
OPEN TUBE 0 BOTTOM W/TWO 14 X 5/8"S.M.S.AND TO END STILE I�
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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 (4)3/16" FLAPS AND AS 3/18"ALUM RIVETS
CLUED TO PANEL AND SECURED TO SEE DETAIL(4
HEX WASHER HEAD TYPE A END STILE WITH 3/16'POP RIVETS 0 12"O.C. POP RIVETS SOLID BRASS DOOR VIEWER
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1.9'X 2.19" X 3.3'X .090' SEE SHEET 3 FOR BRACKET SPACING 020202"
STEEL TRACK BRACKETS 1 1 1 O
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STEEL TRACK 7-1/2"X 3'X .071" END RO &NUT '� 8 5
14 GA.X 2-1/8'X 1"(STANDARD) GALV. STEEL CENTER
12 GA X 3-5/18'X 1-1/2'(OPTIONAL) 7/16'PUSHNUT HINGE 1.82"DIA X .50"STEEL ROLLERS(STD.) Bf drowing no.
FASTENED TO TRACK PUTES INSTALLED ON ROLLER SHAFT 1.82'OA% .50'NYLON ROLLERS (OPTIONAL) c f r."&
W/ 1/4-20 X 5/8'TRUSS HD. INTERIOR SIDE 2.75"DA X.50"STEEL ROLLERS (OPTIONAL) �;/ 05-03
SLOTTED M.S.k LOCK NUT 2.75"OA X .50' NYLON ROLLERS (OPTIONAL)
SECTION B-B WITH 5"STEM sheet 2of 5
POP RIVETS2 X 2 X 1/8"HORIZ.ANGLE
5/16"X 1-5/B"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK
2' 2-3/4"X 5-1/2"X 3"X .104" 5/16'SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2"APART n
TOPVROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXSEEDING 8 F7. IN HEIGHT FIRST AT 3'O.C.
FASTENED W/(6)0 14 X 5/8'S.M.S. _ _ 3 PER BRACKET i� A .1 REST AT 9'O.C. c
CONNECTED TO FLAG BRACKET ANGLE Z /
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090 THK.CALV.STEEL ADJUSTABLE 2-1/2"% 4-1/4'X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2"X 1-1/2"% 14 CA ANGLE -7- /11�R2.
A�- J (2) 1/4-20 X 5/B'BOLT&NUT H w
W/5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK - - O o
M.SCREWSI&NUTS. WITH(4) 1/4-20 55. BOLT& NUTS - TRACK LENGTH OPENING HEIGHT PLUS 12" Q w
TOP BRACKET C
(STANDARD)
TOP BRACKET
(OPTLOW HEAOROOMI DOR 14 GA GALV.STEEL TRACK 2-1/8-x X O- V D W
SECTION A—A Q a m
HORIZONTAL REINFORCEMENTEp. Q 6 Q 6
1/2"% 1-3/4'X.058"FORMED STEEL Q AT t`
CLUED TO PANEL AND FASTENED TO 2"X 5-1/02"1%STEEL
VERTICAL STILES WITH
(2)J/16°POP RIVETS W/(4) 0 14 X 5/8S.M.S. LL Z to Q
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION • SECTION HEIGHTS BRACKET PLACEMENTS Q iS g
HORIZONTAL REINFORCEMENT DOOR
1/2"X 1-3/4'X.05B"FORMED STEEL HEIGHT 1ST 2ND 13RD 4TH 5TH I B1 B2 B3 84 B5 85 B7 BEI
GLUED TO PANEL AND FASTENED TO C
VERTICAL STILES WITH 6'-0" 18'10" 18"18"N/A 1"TO 2"11-3/4" 23' 34" _ 45' S6" 67" -
(2)3/16'POP RIVETS 6'-6" 21"18' 18'21'N/A 1"TO 2"11-3/4' 23" 34"- 45" 56' 67" -
_ 5/16'MEETING RID 7'-0" 21"21" 21"21"N/A I"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'-D" 21"18" 18" 18" 21"1"TO 2"11-3/4" 23' 34" 45" 58" 67' 78-1/4" 1 �
/-W/ .44 DIA.X 4-1/4"STEM 0 0
/ •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 00
= FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. Nj"7
OPTIONAL INSULATIONS: �z'rc w >
BY'OYPLAST PAODUCTS LC' b o 0
EPS-EXPANDED POLYSTYRENE
DENSITY 1.05 PCF o 1.9'X 2.19'X 3.3'%.090° Z
N.O.A.#11-0926.07 STEEL TRACK BRACKETS C9 — z
OR r 2-3/16'HIGH J ro Lu
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14 GA.GALV.STEEL
W/()01ROLLER 4 X 5/ES 8T FASTENED 03
s
MIN. 024°ROLL FORMED STEEL PANEL
DRAWING DUALITY C-40
MIN.WELD STRENGTH ;-34 KSI
WITH PRIMER AND AK -ON
POLYSTER PAINTED STOOP COAT TRACK CONFIGURATION v r
APPLIED TO BOTH SIDES OF STEEL
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VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM u o W r u
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W/(4) 014 X 5/8'SMS q
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SECTION A-A
SEE SHEET 2 FOR LOCATION
05-03
OF REINFORCING TRUSSES sheet 3 o 5
3 4" REINFORCEMENT
INEGE FORMED STEEL•X.058"
_ BB% I" ---
�' _Z 1-1/2"MIN. SELF DRILLING SCREWS ®8 X 1 0
,$F I E DIST. o m 3/16"'RIVEX'STEEL RIVETS SSERLF DRILLING SCREWS Z
MULTIGRIP W/DOME HEAD 3/16"'RIVET'STEEL RIVETSO AT 48'O.C. AT MULTIGRIP
D.C.W/DOME HEAD48'
f REINFORCEMENT p
1/2'X 1-3/4"X.048" Le
1/4"DIA.LAG SCREWS \ 1/4'D91.LAG SCREWS FORMED STEEL O O
2BY AT 6'FROM ENDS WO AT 6'FROM ENDS O 4
WOOD BU I AND 12"O.C.MAK WOOD BU
I 1 AND 12"O.C. MAX. 0�
W'STRIP ADAPTER
i ALUMINUM 5 STRIP ADAPTER EL o a Q O g
RUBBER W'STRIPPING
- RUBBER W'STRIPPINC 1a�
050�� \—�. '� .040 ?U) Cr,
.224�L;-2J• lS2J .534 .700 a Ilii t
3AB
T_W-1.750—T_TI T c
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION '8'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 0 0
� M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N7
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Lu Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE U a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. -"''- O Z to m
ANCHOR SPACING a]W io
ANCHORS _ STRUCTURE EMBEDSPACINC EDGE DIST.
3 8 HLC SLEEVE B'f'H'L CONC. 1-1 4-1 B" 2' �CC ml
5/16'X 1-5/8' J W CONFLEX BY'ELCD' FILLED BLOCK 3-3 4" O O 3�.
J B-DYNABOLT OY IT1Y CONC. 1-1 2 B •._ 2-J 4 ~ O Z
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS CONC. 2" B" 2' W o
AT 12"O.C. --MUST SUPPORT THE LOADS IMPOSED r•---,•-- In v
TTY DOOR SYSTEM 3L8-SLEEVE-ALL BY 5IMP5ON5 •CONC. 11-1/2-1 B` 3' m m
CONCRETE 1'e- 3000 PSI MW.
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
.
5/16'DUI.BOLTS
WOOD BUCK CONNECTION TO MASONRY WITH WASHER&NUT —�
AT 12"O.C. MAX. EDGE DIST,
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I. B
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING OF it
I o
10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED
10'O.C.INTO TSTA P51 CONCFLETE,WITH 1-3/4'MIN. EMBED 1-1/4"%2-1/2'%14 GA o
3'NW.EDGE DISTANCE 1-1/2" "1/2-u
-1 2" CONN77 STEEL ANGLE 1-1/2
1/4"TAPPER BY POWERS'WITH SPACING OF 12 GA.CALV.STEEL
a'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-I/2"MIN. EMBED x
MM FLAT BRACKETS f3'LONG y o
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4" IN. EMBED 1/16"X 2-1/2 AT 12'O.C. IN DOOR OPNG. 2-1_(8'X 1"X 14 GA z
J' O.C.
EDGE DISTANCE FILLET WELDS GAL.STEEL TRACK
AT 12"O.C. MAX. AT 18"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCD'OR CONNECTED TO CONT.ANGLE W/(2) 1/4-20%5/8"TRUSS HD.
3/8'LDT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT
2Y O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED o o H o$
3"MW.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE 7PACK CONTINUOUS ANGLE TRACK
EEL 70 CONCO Fla u o
30"HlC SLEEVE BY'HILTI'WITH SPACING Of TO WOOD BUCK TO STRETEAND
B 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 g
2-I/2"MIN.EDGE DISTANCE
Engr:JAVAD ANMAD ,� g
PREPARATION OF JAMBS BY OTHERS CML PRODUCE REVL%M
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE 0505 B2 sDcmodu.WI 4WfildwWst& o
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT(AADS IMPOSED � ' e
By
DOOR SYSTEM. p 2015
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. Dy M1 drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB=(18.16' X 40 PSF)/2 m 363.2 Lbs per Ft. 05-03
MAXIMUM INTERIOR(-) LOAD PER JAMB= (18.16'X 44 PSF)/2 =399.5 Lbs per Ft. sh,,t 4of� 5
.500 250
# PLASTIC COMPLIES WITH I f
DDOR PANEL CHAPTER 26 OF FBC
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE
0
1.765 1.725 g
FL
7/18'01A WASHER �
1444
®8 X 3/4"SMS 21 3/4" II
O 1 0 J/B'FROM ENDS MA%. .176 b- F��001,
Fiji; I I AND 7"O.C. MAX, wow.WIDTH p a Q o
u # EXTERIOR FRAME * INTERIOR FRAME
g 1-.i 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
4
1 1 ()B X J/4'SMS a = O MAX. W fd s o
I IIII 1 ` 0 1-3/B•FROM ENDS \ °m IL 2
1 1 I I 3i \ D.L.O. 1 L1
I I 1 AND 8-1/2"O.C.MAX. N o Q W pl
1 1
L III
175%.062 DEEP I .�
1111 GROOVE
I I _
O
IIII 1/4'POLYCARBONATE LEXAN i .' _.' O 1a1 M
;III BY
11I 11I INNOVATIVE PLASTICS'
NOA#13-0717.01OW >Q
M
K IIII �( yV 1 Z 1t vi N
ci O e Z e
:f.
O O O Z,-
175
N
Q = o
IIII
1111 _
IIII i, -
1111 178 X.062 DEEP •i "i' 'i'
1111 GROOVE m
11 I1 I I (4)ge%3/4°
SMS INSIDE ELEVATION `� g
0 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS H#
AND 6-1/2•D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I C
O I /8%J/4•SMS
B 111 I O 3/8'FROM ENDS 175 X.062 DEEP in
f j I
AND 4-1/2"O.C.MAX. GROOVE
C �a^•H -q 9
J 08 X 3/4"SMS I
®3/8"FROM ENDS ---' -
AND 7'O.C.MAX, r- _-_ - ua
Engf:JAVAD AHMAD lu c
_ __ ________ _ _ _ _ _ CML PRDPOBEREVL%D
7/16"DIA.WASHER 33
_...__. FIA.PE 70592 rAll PldleFblh g
U.N. 538 yyy
DOOR PANEL — S
24 CA. (.024) STEEL MIN. EXTERIOR 2
I1
ODOR PANEL 15/16"MIN.LAZING BITO.L,OPG, „ O1JCC
Phx�6lclwtw drawing no.
24 CA(.024)STEEL MIN. GE
WINDOW WIDTH 05-03
sheet Sof 5
M1AM1•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 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 Master Model 824/811 Steel Sectional Garage Door up to '-4"Wedel/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01.-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015,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 hack,
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##14-0814.04 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.15-0317.02
CMLAMMLMADE COUNTY
Date:August 9,2016
Approval Date:June 11,2015
J_��s Page 1
; fr"
Aft.!/0
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBYHTTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets I through 5 of 5, dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.04"
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 24113.2.1,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.
"Submitted under NOA#09-0128.04"
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.Pont,P.E.
"Submitted under NOA#01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,signed and sealed by
Hector M.Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No. HETI 01-969,dated 01/18/2001,signed and
sealed by Hector M. Medina,P.E.
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.
oG/D2'Z01S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Doom Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
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#09-0128.04"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,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 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 Burn Test and Smoke Density
Test of"REIIAU 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#14-0814.04"
1. Statement letter of code conformance to the 51e 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.
. � a2 zors
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2"X 3"X.071"GALV.STEEL TOP FIXTURE 5-1/2°X 2-3/4"X 0.1" �u o
ENO ROLLER HINGESTEEL PLATE WITH ONE 5/16-18 MS W/NUT o
W/(6)#14 X 5/8"SMS �-- FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER �.I-
WITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT c
WITH DELRON SLEEVE(OPTIONAL) \♦♦\ CENTER STILE x W
CENTER STILE Q
A06
�� w
\ � III1I VIII III���—�IIj'IIIj`111111
I O 11 ♦♦ � '♦ 11 W
7-1/2°x 2-1/4°x .071° ; ---. - - &a a
`\ p GALV.STEEL CENTER HINGE ILII JI IL���(j7 °p Q
\ W/ (4) #14 X 5/8°SMS "♦
`\ WITH DELRON SLEEVE(OPTIONAL) B I 0 $ LFi o Z N o
♦\ ♦ =o Do �NQ"I
♦ LOCK Q 6 .
__^ \♦2/DOOR 1�1- m00
�aw cwFi �
It , 1"W X .15°THK. LATCH
\ STANDARD LOCK ♦ �s -��_ - —= IOf ep
' \ SPRING LOADED SLIDE BOLT(BOTH SIDES) _ _ - -- = p
FASTENED W/(4)(J14 X 1/2"S.M.S. 0 M
-- 5/8"MIN.LOCK ENGAGEMENT �' V V J tai r1
CONFORMS TO SECTION 1008 REGARDING GA�LAG�DOORS I —__ Q_j
N Q Z H VI
----- -_ , ` _— _ _ _
6) I I I Z
DOOR HEIGHT CONSISTS OF i' \♦\ i' ® \\♦\ 1 __._ ..... _. m Of
O ra
6'-6" 2 SECTIONS 18'2 SECTIONS 21' 158 DIA.GALV.AIRCRAFT TYPE i \ I , �1 L—A p O N
�,qBLE&NICO-PRESS SLEEVE-/--� T `� OPTIONAL VENT
6'-9" 1 SECTION 18" 3 SECTIONS 21' yd/MIN. 5 TO 1 SAFETY FACTOR 1 `I ` O Z
I 1 i (3) 5°WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U p g
7' 4 SECTIONS 21'- I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W In
7'-J' - - [COLONIAL DESIGN
120 S0. IN. m0)
7'-6' 5 SECTIONS 18"- 6"x 3"X 0.1'
7'-9' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE \♦�� `♦ ___ MAX. DOOR WIDTH
8' 3 SECTIONS IB'2 SECTIONS 21' WITH (2)X14 % 5/8"SMS O ♦ O 9'-4" 0
W-3_ 2 SECTIONS ta"3 SECTIONS 21'
B'-6' 1 SECTION 18' 4 SECTIONS 21" ^- ^--` '
e'-9" 5 SECTIONS 2I'- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 1w- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
- DOOR OPTION
9'-3• s sEcnaNs 1e'1 sEcnoN 2r p
9'-6' 4 SECTIONS 18°2 SECTIONS 21'
9'-9' 3 SECTIONS 18'3 SECTIONS 21' 7-7 8'X 3-1/8'X .010'
10' 2 SECTIONS 18'4 SECTIONS 21" STEL PLATE DAB DOORS INC.
10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4'SOS
Hurricane Master®Model 824/811
1O'-6' 6 SECTIONS 21'- —� Max. Size 9'-4" X 16'-0" High H g
10'-9' 6 SECTIONS 18'1 SECTION 21' OUTSIDE J)14 X 3/4"SELF DRILLING SCREWS MAY OE USED With Window Lite Option g
11' S SECTIONS 18'2"SECTIONS
HANDLE END STILE IN LIEU OF 14 X 5/8°SMS
11'-3' 4 SECTIONS 18"3 SECTIONS 21"
IV-6" 3 SECTIONS 18"4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF
11'-9' 2 SECTIONS 18'S SECTIONS 21' ° LOCK BAR GUIDES -- - - 80.0 PSF c u ^•
12' 1 SECTIONS 10 6 SECTIONS 21' INSTALLED ON END STILE
12'-3" 7 SECTIONS 21'- WITH (4) /)14 %5/B°SMS GENERAL NOTES ' o $-
12'-6' 6 SECTIONS 18'2 SECTIONS 21' 4
12'-9' 5 SECTIONS 1a'3 SECTIONS 21' 1ST X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 'o •1
13'-6" _2 SECTIONS 18'6 SECTIONS 21" 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. Engr.JAVAD AFIMAD PVAN l7CZ Rg�a 1 n c_
� 1 SECTION 18" 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONALI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVIL �41r�111fy nit�bf71rIA11 q
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA.PE 70592 MMI11�CO& c
C.A.N. 38
14'-3' 6 SECTIONS 16'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE SOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL Aaapuellle Nr,�S•o3C!•07 a
14'-6' 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN G 9 x b f
14'-91 _4 SECTIONS 18'5 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. pr --�
13' 3 SECTIONS la'8 SECTIONS 21' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, drOWing no.
_ J' _2 SECTKINS 18'7 SECTIONS 21' ___ A 015 01-09
15'-8' 1 SECTION 18' 8 SECTIONS 21" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
15'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND _
16' 16 SECTIONS 18"4 SECTIONS 21" ASTM E1886-05/ASTM E7896-08. Sheet 1 of 5
m
24 GA. STEEL PANEL
3/16"ALUM RIVETS
I
FLAPS BENT OVER PANEL QQ I
1/2'PUNCHED HOLES)I V 0 14
-024'STL PANEL 0 4'O.C.
OUTSIDE OF DOOR I O a a p
19
In a
6 S ai5 g
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16'X 1-5/B"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) POSITIONED AT EYE LEVEL END STILE o W
ONE PER BRACKET o
ANCHORS AT TRACK BRACKET: o M
OPTIONAL STOP MOULDING A) 3/3"nIA-POWFR-BOLT BY'POWERS' W
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER 2'MIN. EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON SHEET 4
1-7/8"MIN. EDGE DISTANCE Cj v
#14 X 5/8"SMSZ m
6 PER HINGE 3/4"X 2'X 2-1/2'% 18 GA.STEEL B)3/8'DIA.HLC SLEEVE BY'HILn U Z m
END STILE,CONNECT TO PANELS WITH 00 W
1/2"X 1-3/4"X.059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q�Q (n rn 1
SOUTHERN PINE Of
CLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/B'MIN. EDGE DISTANCE INTO CONCRETE Z 0. S m
0.55 S.C. EOG D Sr:! END STILE WITH 3/16'POP RIVETS 0 12'O.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK O Z U in
U 0 n
0 ' a' CONCRETE I'c -3000 PSI MIN. N
./� 1-7/e'%2-5/8'% 045"STEEL EDGE rn
• CENTER STILE.GLUED AND RIVETED• DISTANCE C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
I TO PANEL W/(4)3/16'RIVETS p _
1 1/2'MIN. POP RIVETS
014 X 5/8"S.M.S. • •, g1�.3/16� —�
4/HINGE X.
�• v
1_3/18. N 0
ANCHOR TYPE A OR B 0€
1.9"X 2.19"X 3.3"X 102" PER BRACKET y
STEEL TRACK BRACKETS 5 E SHEEP 3 FOR BRACKET SPACING u g
SEE SHEET 3 FOR SPACING w Q $g g
I I
1 1/4-20 SS BOLT k NUT
7-1/2'X .071"GALV.STEEL
CENTER HINGE 7-1/2"X
7/16'PUSHNUT
SECTION B-B END ROLLER HINGE
INSTALLED ON ROLLER SHAFT iidA)<1Lggqy 4
F.9,:JAVAD CMLAHIlAD �emlYsM11�� W q
STEEL TRACK INTERIOR SIDE 1.82" DIA. X .50'STEEL ROLLERS(STD.) FLA.PE j 70592 M ab 4
14 CA.%2-1/B"%1'(STANDARD) 1.82"DIA.% .50"NYLON ROLLERS (OPTIONAL CA.N. 5 B Aow�eaAt Nb 1 o $
12 CA.X 3-5/16"% 1-1/2'(OPTIONAL) 2.75' Da.X .50"STEEL ROLLERS OPTIONAL)) I04lJa/Ti
2.75"DIA.X .50"NYLON ROLLERS OPTIONAL) 7'T`- Y�
FASTENED TO TRACK PLATES WITH 5"STEM 277=0,
SL 1 ED M.S.%5/8'TRUSS HD.
SLOTTED M. & LOCK NUT drawing no.
MAR 0 2015 01-09
sheet 2 01 5
POP RIVETS 2 X 2 X 1/8'HORIZ.ANGLE (\ m
2" - ` 5/16"X 1-5/8"LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK v
2-3/4'X 5-1/2'X 3'X.104° 5/16'SLEEVE ANCHORS CENTER SUPPORT REDD. ON ODORS WRH TWO WELDS AT 1-1/2"APART �� a
OPV ROLLER BRACKET ON EACH SIDE WITH 1-1/4'EMBED INTO MASONRY EXREEDING 8 Fr.IN HEIG FIRST AT 3'O.C. �I
3 PER BRACKET 11 A REST AT 9'O.C.
FASTENED W/(6) 14%5/8'S.M.S. _ I I 1 0
CONNECTED TO FLAG BRACKET ANGLE Z
090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4"BOLT& NUT w
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4'% 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
W/5/16-18 X 3/4'HEX HEAD - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- A—J (2) 1/4-20 X 5/8'BOLT&NUT f"
M.SCREWS&NUTS. FASTENED TO TRACK - -- 6
WITH(4) 1/4-20 SS. BOLT& NUTS li Q
TOP BRACKET - -- HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12" A� £.
(STANDARD)
_
Top(OPTIONAL) VERTICAL TRACK Ta.
LOW HEADROOM DOOR '� 2-I 8"X 1"X .080' O ~
•_x 14 GA.GALV.STEEL TRACK /
u SECTION A-A C o w
�w HORIZONTAL REINFORCEMENT
o f 1/2'X 1-3/4"X.059"FORMED STEEL 2'X 5-1/2"X.104' L Q qy r
GLUEO TO PANEL AND FASTENED TO GALV.STEEL
uo VERTICAL STILES WITH H N
a FASTENED W/�)d 14 X 5/8'S.M.S.
(2)3/16'POP RIVETS TO ft LL_R BWICKET FOR 3 "'
LOW HEADROOM DOOR OPTION {L Z N
HORIZONTAL REINFORCEMENT DOOR SECTION HEIGHTS BRACKET PLACEMENTS yQ W 1
1/2"X 1-3/4'X.059"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH BI B2 83 84 B5 B6 B7 B8
GLUED TO PANEL AND FASTENED TO _}
VERTICAL STILES WITH 6'-0° 121";[
8°18" 18'18"N/A 1"TO 2"I1-3/4" 23" 34" 45" 56" 67"
(2)3/18"POP RIVETS 6'-6" 21"18' 18"21'N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -- - -
5/16'MEERNG 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'-0" 21"18' 18' 18" 21 1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" Of °D
�. W/.44 DIA, X 4-1/4'STEM Gi —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O �
o�x FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. M 4j M
OPTIONAL MSULATIONS: z¢m >¢�I
BY'DYPLAST PRODUCTS LLC'
EPS-EXPANDEO POLYSTYRENE a U= r
DENSITY- 1.05 PCF 1.9'X 2.19'X J.3'X .090" Q Z Uj
STEEL TRACK BRACKETS C9 P W
= N.OA.811-0928.07 n 2-3/16'HIGH J
co OR m CONNECTED TO TRACK WITH Q In 1
m ISO-25 POLY-ISOCYANURATE Z W_ m
= DENSITY-2.0 PCF } 1/4"BOLTS&NUTS. O O 3
811-0926,00 m �' O Z_
mzd OR IL.1 O�¢¢
a BY'CEllOFOAM NORTH AMERICA' Ln GO Lo J
DENSRY= 1.03 PCF /
N.O.A.810-1129.04 p N=
OR
BY'INSULFOAM LLC'
DENSITY=0.92 PCF m /
N.OA 814-0311.08 q
®+ \14 GA.GAILY.STEEL G
ROLLER HINGES FASTENED '� y
W/(4)014 X 5/8'SMS m y
MIN. .024'ROLL FORMED STEEL PANEL
DRAWING QUALITY G-400
-- MIN.YIELD STRENGTH 34 KSI TRACK CONFIGURATION d
WITH PRIMER AND BAKED-ON
POLYSrER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
v
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM > O
m —R— DOUBLE TRACH
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED S
W/(4) 814 X 5/8'SMS EAgr.JAVAO P}1LIAD - g
CIVIL YRODUCC OBVLQ,p
Si 33
F CAN.'S 3092 NAfdIy d1w#YeeAalA� o I a
O, BOTTOM SEAL OPTIONS Amm—
a�jp 31 G v S
SEE SHEET 4
2015 et 00" drawing no.
SECTION A—A 01-09
sheet 3 of 5
3 4" REINFORCEMENT
IN 1/2'X i-3/4'X.058`
DOE FORMED STEEL o
DIST. 88% 1" - 1
SELF DRILLING SCREWS
z 1-1/2'MIN. OR
CE 01ST. SELF DRILLING SCREWS
R 3/16"'RIP STEEL RIVETS OR
O
A
I m MULTIGRIP W/DOME HEAD 3/16''RIVFJC STEEL RIVETS
;� �g AT 48'O.C. MULTIGRIP W/DOME HEAD
ne
48'O.C. CL25
REINFORCEMENT1/2'X 1-3/4"X .058° OFORMED STEEL1/4'DU. lAC SCREWS 1/4'DIA.lAC SCREWS � �O 4
WOOD B I �-AT
6°FROM ENDS WOOD BU I `AT 6'FROM ENDS
AND 19'O.C.MAX. I ANO 19'D.C.MAX. 7VC a
1 w'SiRIPALUMI UM STEEL
ADAPTER O m Q
I Q W
RUBBER W'STRIPPING RUBBER W'STRIPPfNC
Q�3� F
I 050 'r .040 fi Zz
.224 .534348
1.750 a W ei F
�I �� -� r.-----,
b--- 1.790
BOTTOM SEAL OPTIONS
OPTION 'AQPj01 N ,B'
WOOD BUCK ECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) a
CONNM
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 1'`Ij M
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 0 Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING U a
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _...._ Z F Uj
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS STRUCTURE EMBED SPACING EDGE DIST_ L9 Z
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 8" 1-5 8 N tato
3/8'HLC SLEEVE BY'HILTI' FILLED BLOCK I-1 4'
J 8"DYNABOLT BY'ITW' CONC. 1-1 2' _ e" 2 O O
STEEL STRUCTURE BY OTHERS 3 8'OYNABOLT BY'I7W FILLED BLOCK 1-1 2 8°_ _2-1 4
5/16•X 1-5/8' 3 8'POWER-BOLT BY POWERS CONC. 2' 8' I-7 8_ U p
LAG SCREWS BY p00RMUST PSYSTEM PORT E LOADS IMPOSED J 8 SLEEVE-ALL BY SIMPSONS CONC. 1_1 2 _ B` 1-7 B Nm R
AT 12"O.C. CONCRETE 1'c -3000 PSI MIN.ZPlIMIN,
Q N 4
C-90 GROUT FILLED BLOCK I'm _
5/16"DIA BOLTS
WOOD BUCK CONNECTION TO MASONRY A', WITH WASHER MAX.NUT
AT 12°O.C. A�.' • {�--�EDGE DIST.PRESSURE TREATED 2X6 SOP WOOD JAMBS WHICH SHALL OL ANCHORED TOGROtITED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH1/4"ULTRACON 13Y'ELCO'WITH SPACING OF
16°O.C, INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED A' $
18.O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1[4'X 2-1/2"X 14 CA
IV O: MIN.EDGE DISTANCE 1-1/2" 1-1/2' "C-N.STEEL AA(2a 1-1/2' °u
1/4"TAPPER BY'POWERS'WITH SPACING OF c Cal
14"O.C.INTO GROUT FILLED BLOCK WALL,WITH I-1 2'MIN.EMBED 12 GA.GALV.STEEL u
16"O.C. NTO 3000 PSI CONCRETE,WITH 1-J/4'MIN.EMBED FLAT BRACKETS f3"LONG 2-1 B°X 1"X 14 GA. v o b
3'MIN.EDGE DISTANCE 1/16"X.2 /2 AT 12"D.C. IN DOOR OPNC. GAL•STEEL TRACK z u
FILLET WELDS FASTENED TO TRACK PLATES
3/8`CONFLIX BY'0.00'OR AT 12"O.C.MAK A7 18'O.C.ABOVE DOOR OPNC. W/(2� 1/4-20X5/8'TRUSS HO.
CONNECTED TO CONT.ANGLE SL/(r2
D M.S.k LOCK OUT
3/B'LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE
2-MIN.ECCE DISTANINTO 3000CEI CONCRETE,WITH 2-1/2'MIN. EMBED COMINUOUS ANGLE TRACK REVERSE TRACK CONAUOUS ANGLE TRACK •Oy o o `Y $
TO CONCRETE AND FILLED BLOCK 'S (i g-a i
3/8°HLC SLEEVE BY'HAITI'WITH SPACING OF I0 WOOD BUCK TO STEEL
11.O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED,4"MIN.EDGE DIST.
18"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION I
2-1/2'MIN.EDGE DISTANCE -
En9r,JAVAD AH PREPARATION OF JAMBS BY OTHERS CIVIL FLA PE 70592
FOA NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHRECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSEDC.AN. 3B � ��BY ODOR SYSTEM. AO°'��F'103� '0�
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. 9)
`1 drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB =(9.33'X 50 PSF)/2 a 233.3 Lbs per Ft. m •015 01-09
MAXIMUM INTERIOR(-)LOAD PER JAMB - (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. shee! ¢ of rj
.500 k--#-.250
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN, SEE EVIDENCE PAGE
1.765 1.725 r1
7/16'OIA.WASHER
1.144 b
aQ
I �oO �H4
(1 88 X 3/4'SMS 21 3/4" I Fes---.800 d y W M
O 1 1 1 A 3/B'FROM ENDS MAX. .176 IL
F�-
�1 IIII I II AND 7"O.C.MAX. WOW.WIDTH Q C
EXTERIOR FRAME * INTERIOR FRAME cI
18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q F i
I 1 (4) 88 X 3/4'SMS v = o MAX y:o
,III 0 1-3/8'FROM ENDS LL?y Lo
AND 6-1/2'O.C.MAX, o N o O.L.O. J O
L
IIII A 'i B '
IIII 175%.062 DEEP '
,III GROOVE
I I
IIII V V 1 ir UO
IIII 1/4'POLYCARBONATE LEXAN y. C3 4J M
I I BY'SABIC INNOVATIVE PLASTICS' ED
ED
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IIII NOA 813-0717.01
V U a
' O Z a0 W
O
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= IIII L I ] V O Z
IIII '- W IA o
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IIII •' •/ ./ 03 0031
IIII ( ] 0
IIII
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I I �• j' � I-^
I I 175 X.062 DEEP
I GROOVE Ell i�n SI
n o n a n
T ---
°
III I `I 3 R
(4)y8 X 3/4'SMS INSIDE ELEVATION
® 1-3/B'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS "
,II I AND s-t/2'D.C. MAx
I WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I 88 X 3/4'SMS C
B III ® FROM ENDS .175%.082 DEEP Bi e n
i r l AND a-1-1//z'O.C. MAX. caoovE
88 X 3/4SMS
®3/8"FROM ENDS --^ --_- c
AND T O.C.MAX. �- _ ----
________ _ Engr;JAVAD AHMAD I _
7/Ifi"DIA-WASHER ♦ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PAODDCTIIEVLYF.D
_
FU. E p CIVL 70 92 ro�ly4i/wt11L 14s Fk/fQi
CA.PN.85J8 [;-5
DOOR PANEL EXTERIOR L-
24 GA. (.024) STEEL MIN.
DOOR PANEL 15/16'MIN. D.L.OPG. T Putdnet drawing no.
24 GA. (.024)STEEL MIN. GLAZING BITE 01-09
WINDOW WIDTH sheet 5 of 5
HP Officejet Pro 8600 N911 g Series Fax Log for
AMERICAN PB GARAGE DOOR
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Nov 12 2015 9:14AM
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