HomeMy WebLinkAboutProduct Approval MIAMI•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.miamidadl.gov/economy
DAB Door Company,Inc.
12195 NW 98`h 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 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSI)
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 914-0814.03 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
MIAMI•DADECOUNTY Expiration Date: March 29,2017
II Approval Date:May 28,2015
d5/r9l��s 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 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submitted under NOA#06-0817.0711
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.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 ander NOA#03-0210.04"
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G40 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.
os Ig�Zvis
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 Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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"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"
4. Statement letter of code conformance to the 51h 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/7 g�z
Carlos M.Utrera,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"
GALV. STEEL CENTER HINGE - PUSH NUT _STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
W/ (4) #14 X 5/8"SMS �'p~ �� FASTENED TO ENO STILE WITH 70 BE INSTALLED AT n
p WITHOUT DELRON SLEEVE(STD.) i �1 (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE
p 7-1/2"X 3"X .071'GALV.STEEL OO �t CENTER STILES Z
ENO ROLLER HINGE , w
W/(6) X14 X 5/8"SMS I O O J SEE SCH. 'A' (. A 2
WITHOUT DELRON SLEEVE(STD.)
WITH DELRON SLEEVE(OPTIONAL) CL
p 7-1/2"X 2-1/4"X .071" t 0 - - ---- - -- o MGALV. STEEL CENTER HINGEW/(4) #14 X 5/8"SMS 2/ODOR In I
WITH DELRON SLEEVE
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5/8"MIN. LOCK ENGAGEMENT ` __ __ -- - .0 0 0 0 o Q WM �'
CONFORMS TO SECTION 1008 REGARDING GARAGE DOOR
ASS DIA.CALV.AIRCRAFT TYPE o O �- ---_ --- -=V--— _-- - _ _ ��T'•�-- I- -alo� •��
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DOOR OPTION I _ _—— _ - I J m w
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TOTAL B OF I <,!n at 1
DOOR 'U'BARS AT 1 OPTIONAL VENT Z it
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8-X .010 OPTIONAL FLUSH FACE I
(3) 5"WIDE AT 7"O.C. MAX. COLONIAL DESIGN WOOD GRAIN DESIGN L w A O O Z
s'-6' 2 SECTIONS 18"2 SECTIONS 21' STEEL PLATE / OPENING AREA NOT TO EXCEED
6'-9' 1 SECTION IB" 3 SECTIONS 21' S WITH (4) #14 X 3/4'SOS 120 50. IN. MAX. DOOR WIDTH ,_ W o 07¢x¢
7' 4 SECTIONS 21'- _... .- - I8'-2' - m rn W
7'-8' 5 SECTIONS 78'- CENTER STILE DAH DOORS
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7'-9' a SECTIONS IB't SECTION 21' INSIDE ELEVATION Hurricane Mostert Model 824/811 LJ
W 3 SECTIONS 18'2 SECTIONS 21' 6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 18'-2' X 16'-0" High
8'-3' 2 SECTIONS IB'3 SECTIONS 21' _
8'-6' 1 SECTION 18' 4 SECTIONS 21' HANDLE I END STILE #14 X 3/4"SELF DRILLING SCREWS MAY BE USED Witt1 Window Lite Option
8'-9' 5 SECTIONS 21'- IN LIEU OF#14 X 5/8"SMS
9' 6 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 s
W-9" J SECTIONS 18"3 SECTIONS 21' 7 WITH(4) IQ14 X 5/8'SMS
10' 2 SECTIONS 1B'a SECTIONS 21' Q I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °0 w iK
AST X GW LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FSC)FIFTH EDITION(2014)
f0'-3' 1 SECTION 18" S SECTIONS 21-
110-11-
11
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ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 0
f0'-6' 6 SECTIONS 21'- ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' o S o 0
10'-9' 6 SECTIONS 18"1 SECTION 21' 2. ANCHORS SHALL BE AS LISTED,'SPACED AS SHOWN ON DETAILS. ID
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11' S SECTIONS IB'2 SECTIONS 21 OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18"J SECTIONS 21' DOOR MOTHS g OF CENTER STILES DRESSING OR STUCCO.
Ii,
3 SECTIONS 18'4 SECTIONS 21 6 OPTIONAL 8'-0"TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
II'-9' 2 SECTIONS 18"5 SECTIONS 21' LOCK BAR LOCKING SHOWN - ^' I ID'-o'TO 1I'-ID' 7. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o-w^^-
12' 1 SECTIONS 18"6 SECTIONS 21' ALTERNATE TO 12'-0'10 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. m°o S
12'-3' 7 SECTIONS 21'- SPRING LOADED SU DE BOLT 8'-0"TO W-10" _I 14'-0'TO 15'-10' 4 - 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 a m
12'-6'6 SECTIONS 18'2 SECTIONS 21' LOCKS SHOWN ABOVE I- 15'-11'TO 18'-2-
0
8'-2' S
12'-9' 5 SECTIONS 18'3 SECTIONS 21 DOOR WIDTHS ODOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
13' 4 SECTIONS IB"4 SECTIONS 21' BUILDING COIII: TAS-202,TAS-201 &TAS-203 FOR HVFR AND .o
13'-3'3 SECTIONS 18'S SECTIONS 21' B Ip If1® ® II' pI ' lil III Ip pI III III ® !il III III 9' ASM Etfi66-OS/ASTM E1 HMAD . $ i
13'-6' 2 SECTIONS IB'6 SECTIONS 21' ,,.--. __ _ lam_I I�-�"Il-�l I�'Y VF�1 Lam_ En9n JAVAVI AHMAD s o
13'-9' 1 SECTION I8' 7 SECTIONS 21' CVA PQaWII.'f QPVl56A Lz
FlA PE 7059214' 8 SEcnoNS 21'- 10'-0"TO 11'-10'. 14'-0"TO f5'-10° CAN.353 Immii"C06
14'-J' 8 SECTIONS IB'3 SECNONS 21' DOOR WIDTHS DOOR WIDTHS Aawrtme P4O % `314'-6' 5 SECTIONS IB'4 SECTIONS 21"
14'-9' 4 SECTIONS 10-15 SECTIONS 21' _=T
15_ J SECTIONS 18'6 SECTIONS Z7' 10 INIL_-III � Q ® i ® AR 2 5 droWing n0.
IS-3' 2 SECTIONS 18'7 SECTIONS 21' LP' "'
15'-6' 1 SECTION I$- 8 SECTIONS 21' tr R`�"4 C`"'d 05=03
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16' I6 SECTIONS 18-14 SECTIONS 21-1 11 DOOR WIDTHS DOOR WIDTHS I Lsheet 1 01_rj
24 GA.STEEL PANEL
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TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - - I Q:1. n
W TWO 14 X 5/8-S.M.S.AND TO END STILE 1/2" PUNCHED HOLES I 0 O
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GALV.STEEL 1/4'UZAREINFORCING TRUSS GALV.STEEL U.BAR REINFORCING TRUSS (6) FOR 27"STILES J:E Q�{
;111R"OTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILESI () a W F
CAL INTERMEDIATE STILES W/TWO W/1W0 S 14 X 5/8"S.M.S.AND TO END STILE _ 5 FOR 1B"STILES r.
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1/2"X 1-3/4'X 16 GA. - _ TRUSS FASTENED TO VERTICAL INTERMEDIAE STILES ek'7OPEN TUBE 0 BOTTOMN W/TWO b 14 X 5/8"S.M.S.AND TO END STILEOF EACH PANEL W/FOUR 6 14 X 3/4"SELF DRILLING SCR. GO
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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 I
/ / FLAPS AND(4)3/16'ALUM RIVETS
(FULLY THREADED) GLUED TO PANEL AND SECURED TO (4 3/16'_ SEE DETAIL A80VE
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FOR DUANnTIES SEE SHEET 1 DISTANCE POSITIONED AT EYE LEVEL o
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"I MIN. K 14%5/8'S.M.S. (2)3/16' 3/I67I� N V
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12 GA.X 3-5/16"X 1-1/2'(OPnONAu 7/16'PUSHNUT HINGE 1.82'DIA. X .50"STEEL ROLLERS (STD.) � drawing no.
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA X .1 NYLON ROLLERS (OPTIONAL c A� a 7roAlq ontfd Z
W/ 1/4-20 X 5/8"TRUSS HD. INTERIOR SIDE 2.75'DIA.X.50° STEEL ROLLERS (OPTIONAL)
SLOTTED M.S. &LOCK NUT 2.75"DIA X.50" NYLON ROLLERS (OPTIONAL)
SECTION B-B WITH 5"STEM sheaf 2of 5�
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5/16"X 1-5/8" LAG SCREWS INTO WOOD OR HOR12.TRACK SUPPORT, SPOT WELDED2X1 0"HORIZ.TRACK V
2' 2-3/4"X 5-1/2"X 3"X .104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"APART o
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHT FIRST AT 3'O.C.
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II
FASTENED W/(6) 8 14 X 5/8"S.M.S. _ / I I A -I REST AT 9'O.C.
CONNECTED TO FLAG BRACKET ANGLE z %
W/J/8-I6%3/4'BOLI&NUT Q iA
2-1/2'X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH WWW
090 THK. GALV,STEEL ADJUSTABLE - J
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2"X 1-1/2" X 14 CA.ANGLE -- A�-�- (2) 1/4-20 X 5/B'BOLT&NUT F a
W/5/16-18 X 3/4'HEX HEAD FASTENED TO TRACK - -- a G
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TOP BRACKET 9 �!
(STANDARD) Gi O a
TOP BRACKET(OPnONAf
LOW HEADROOM DOOR 14 CA GALV. STEEL TRACK 2-1/8Y
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SECTION A—A Q'&w I4
HORIZONTAL REINFORCEMENT O IL<G
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CLUED TO PANEL AND FASTENED TO 2"X 5-1/2"X.104°
VERTICAL STILES WITH GALV. STEEL a 3 a H
(2) 3/18"POP RIVETS FASTENED W/(4) 8 14 X 5/8"S.M.S.
TOP ROLLER BRACKET FOR 1 N
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HORIZONTAL Z H
HORIZONTAL REINFORCEMENT HEIGHT i 1Y e4
1/2'X 1-3/4"X.058"FORMED STEEL 1ST 2ND 3RD 4TH STIi B1 B2 B3 84 I B5 B6 B7 B8
CLUED TO PANEL AND FASTENED 10 8'-0' 18'18"N/A 1"TO 2"11-3/4 23" 34" __ 45" 56" 67" - C
VERTICAL STILES WITH _
_ , 6' 6" 21"18" 18'21'N/A 1"TO 2'11-3/4" 23"_ 34' 45" 56' 67" -
(2)3/16"POP RIVETS _ _ _
�5/16"MEETING W8 7-0" 21"21" 21"21"N/A 1"TO 2'11-3/4" -'0 34' 45" 56" 6T -
7'-6' 18'18" 18°18" 18 1"TO 211-3/4" 23" 34" 45" 56" 67' 78-1/4"
- _1.82'01A X .50' ROLLERS 8'-0" 21"18' 18"18° 21"1"TO 2'11-3/4" 23" 34" 45" 56" 67" 78-1/4" I�O 00
W/ .44 DIA.X 4-1/4"STEM p
61 O •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O r"1
_= FOR DOORS MORE THAN 8 FT. HIGH, USE ADOMONAL TRACK BRACKETS AT 10"O.C. 0
OPTIONAL INSULATIONS: a >
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DRAWING QUALITY G-40
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MIN.YIELD STRENGTH -34 KSI c
J POLYSTER ANTED TDP COAT TRACK CONFIGURATION "v 91 b
APPLIED TO BOTH SIDES OF STEEL
a
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK c W 4
12 GA.CALV. STEEL r
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
W/(4)ry1a x 5/6'SMS
Engr.JAVAD AHMAO
CIVIL PRODUCE REVLSED
FLA.
CAN.t 79 92 wc� 11b8 whbft Flaidn
(� BOTTOM SEAL OPTIONS DOWASICS&
SEE SHEET 4 A�1EqftmivR_ o° b
402015Bydralring no,
SECTION A—A 05-03
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 3 oT 5
3 4'• REINFORCEMENT m
IN. 1/2"X 1-3/4'X .058' �� o
GE �8% 1' FORMED STEEL IN o
_
DIST. SELF ORILUNG SCREWS -- �V In
k' z 1-1/2"MIN. --- OR SEX 1'
I EO E DfST, 0 3/16"'RIVEX'STEEL RIVETS SELF DRILLING SCREWS '�
o I m MULTIORIP W DOME HEAD OR g q
m iry \ o / 3/16"'TINE%' STEEL RIVETS
g iX( !c53
i�W 8 nr ae"D.C. F
i i �3 MULTIGRIP W/DOME HEAD
REINFORCEMENT AT 48'O.C.
�\ 1/2'% 1-3/4"X .058" O
FORMED STEEL + + 0�j ,t
`1/4"DIA LNC SCREWS 2BY 1/4°OtA.LAG SCREWS ' O O ILO LL
IL
AT 6"FROM ENOS AT 6"FROM ENDS
WpOp BUCK I WOOD BU ^
/ 1 \ AND 12"O.C.MAX. � I I �\ AND 12"D.C. MAX. S 5 n
I I W'STRIP ADAPTER - V ppc
1 I ALUMINUM _ STEELIP ADAPTER 0'y a Q g
1 I 8�r� �
RUBBER W'STRIPPING RUBBER W'STRIPPING VQV, l0
a 0 to_
�I1[. l5-rJl�I_J4 .700 .040 tn
348 Gi F a
h--1.750--�-I —1.790I—I
--1
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) O M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT O M
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN to I Q S
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE Q U= N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. T _ ANCHOR SPACING V' Z I_
I- e
ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
3 8"HLC SLEEVE BY'HILTI' CONC, 1-I 4 8" 2' RO'
5/16"X 1-5/8` 3 CONFLE%BY'QCO' FILLED BLOCK 3-3 4" O O 3
LAG SCREWS J/8'DYNABOLT BY ITLY CoNI. I-I _ 8" 1_223/",. F O z
STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS' _CONC. P' B" 2" Ld
AT 12"O.C. -- MUST SUPPORT THE LOADS IMPOSED - - C]
BY DOOR SYSTEM 3 8 SLEEVE-All BY_SIMPSONS CONC. 1-1 2 8` 3" 03 �-
CONCRETE 1'c=3000 PSI MIN. (Q N=
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
WOOD BUCK CONNECTION TO MASONRY , WITH WASHER&NUT
\° AT 12"D.C. MAX. EDGE
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING OF
10"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED A'
10"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN. EMBED z
1-1 4'%2-I 2'% 14 GA
3"MIN.EDGE DISTANCE 1 1-1/2" 1-1/Z" --CONI.STEEL ANGLE 'I 1-1/2" g
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2°MIN. EMBED FLAT BRACKETS tJ'LONG v L cu
10'O.C.INTO 3000 PSI CONCRETE,WITH t-3/4'MIN.EMBED 1/16"X 2-1/2 AT 12'O.C.1N DOOR OPNG. 2-1-/B'X I'X 14 GA z 1
3"MIN.EDGE DISTANCE FILLET WELDS qT 18'O.C.ABOVE DOOR OPNC. GAL.STEEL TRACK
AT 12'O.C. MAX. CONNECTED TO CONT.ANGLE FASTENED TO TRACK PLATES
3/8"CONFLD(BY'ELCO'OR W/(2) 1/4-20X5/8"TRUSS HO.
J/B°LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
22'O.C.IMO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED
3"MIN.EDGE DISTANCE 0NTINV.OUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
3/8"HLC SLEEVE BY'HILTT WITH SPACING OF TO WOOD BUCK TO STEEL TO C0�',RETE.ANO FILLED BLOCK
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4' MIN. EMBED,4'MIN. EDGE DIST. u o w LL o
12"O.C.INTO J000 P51 CONCRETE,WITH 1-1/4'MIN.EMBED AND c
2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS lJ gr:JAVAD AHMAD e
- CML PRODUCElZEVLSED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
FLA.PE 8 38 o witif tq with*a Y1md0 r
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED AWMance CAN.3538 Sd1�Cod u S
BY DOOR SYSTEM. tvp ��7
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF A 2015 l _
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY C--°- -�
BUILDING OFFICIAL UPON INSPECTION. Mimi Rr>Np coma drawing no.lI
MAXIMUM EXTERIOR(+)LOAD PER JAMB- (18.16' X 40 PSF)/2-363.2 Lbs per Ft. —OJ
MAXIMUM INTERIOR(-)LOAD PER JAMB a (18.16' X 44 PSF)/2 w 399.5 Lbs per Ft. 9lwt 40
.500F�^F,250 -1
Q
* PLASTIC COMPLIES WITH -- ' --
OoOR PANEL CHAPTER 26 OF FBC ��
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
a
1.765 1.725 G
7/16"OIA.WASHER 1.10 W C
44
V 7
(� yfi x 3/4•SMS
2113/a" c
/ ! 1 0 3/8'FROM ENDS MAX. ,176 FTM--.B00 C Ij
AND 7'O.C. MAX. WOW.WIDTH O a 1
ca
EXTERIOR FRAME * INTERIOR FRAME W—
111 , 1 (4)#8 x 3/4'SMS _ d 1 MAX. RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a a
I-3/6"FROM ENDS \J D.L.O. LL Z NLI
I I I 1 AND 6-1/2'O.C.MAX. S n e J cZ
'III 11 A
I I I I 775%.062 DEEP
1111 GROOVE GI-••. -
I
1111 1/4°POLYCARBONATE LEXAN
A - 0 O
Ld
;1 I 8Y'SABIC INNOVATIVE PLASTICS'
1a1 M
NOA#13-0717.01 1 Q ` 1 �. _ rl Q� Q
a i. T W W
33_ ; Wr 1111 {• tl, 1 O OlQ I
O Z
1111 � - '�,sm—•tel '.��. W ��Q= O
1111 ./. �•' �_._ 1 pU) �(V g v
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_ IJ
1111
11 I1 175 X.062 DEEP S
ii 1 I GROOVE
c
1;1 (4)#8 x 3/4°SMS INSIDE ELEVATION �h
0 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m
AND 6-1/2'O.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I
08.X 3/4'SMS N
B I I I c l l ®3/8'FROM ENDS 175 X.062 DEEP e
i AND 4-1/2'O.C.MAX. GROOVE a ar
sss�a
0 V W LL u
08 X 3/4'SMS
0 3/8'FROM ENDS ___
AND 7"O.C.MAX. r '------
-7---___________ Eryr:JAVACD4LAHMAD PB.ODUCC @EYi m s
7/18"DIA.WASHER `\� - - - - - - - - - - - - - FLA.PE B 70592 r
\u _—_._. CAN.3538 �C06 the FlwiEa g
Y
DOOR PANEL EXTERIOR A C 1O rb7 0 8 0 5
24 GA.(.024)STEEL MIN. OL OPG A Q1J PnaMCvmI , drawing no.
DOOR PANEL 15/16"MIN,
24 C0. (.024)STEEL MIN. GLAZING BITE
wlNDow WIDTH 05-0.31 �
sheet Sof 5
MIAMt•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.miamidagg.gov/economy
DAB Door Company,Inc.
12195 NW 98`h 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 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSI)
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,rnodel
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 sball 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
MIAMI•DADECOUNTY Expiration Date:March 29,2017
Approval Date:May 28,2015
aSl�gl�lS Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Doo;",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 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submitted under NDA#06-0817.07)y
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.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 tinder NOA 0 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.
. os ig/Zois
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 Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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-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 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 "Submilted underNOA #14-0814.03"
4. Statement letter of code conformance to the 51h 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.
';;3
ACI AZ .
Carlos M.Utrera,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 IS 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 �4ft a
T 0
W/(4) 8114 X 5/8"SMS PUSH
FASTENED TO END STILE WITH TOANY CENTER STILE
°
WITHOUT DELRON SLEEVE(STD.) r 1 (6) 814 X 3/4"SELF DRILLING SCREWS
0 7-1/2"X J"X .071'GALV.STEEL 1 00 —tl CENTER STILES Z w
END ROLLER HINGE i ---� SEE SCH, 'A' q g k
W/(6) P14 X 5/8'SMS L 0 0
WITHOUT DELRON SLEEVE(STD.) _
WITH OELRON SLEEVE(OPTIONAL) --
.. _ ... ...—
CL
7-1/2"X 2-1/4"X .071" - ffCuu
GALV. STEEL CENTER HINGE I N
° W1(4) #14 X 5/e"SMS z/DOOR _ — I °
WITH OELRON SLEEVE(OPTIONAL) -------- -- - - __ ---- — V
i
CENTER HINGE 1
rm—
t 1'W% ,15 THK. LATCH ` r- ---- _ o
1 TANDARD LOCK �`., , -- __---' - `- -_ - • -� a o 08
SPRING LOADED SLID[ BOLT (80TH SIDES) `, ", --""-'""" �j --- J •_ -- -. ..� V — J' p =o =o U.
=
FASTENED W/(4) #14 X 1/2' S.M.S. z rc z J i C
MIN. LOCK ENGAGEMENT ` _ _ _ ap a o 00
Q Iy
CONFORMS TO SECTION 1008 REGARDING GARAGE DOO)t
.158 DIA. GALV.AIRCRAFT TYPE
CABLE Qc NICO-PRESS SLEEVE
W/MIN.5 TO 1 S4FEN FACTOR
M
STEEL PLATE _.___ _ _ - Lj
--
WITH (6) #14 X 5/e"SMS ll ° 1 � toa
BRACKET BRACKET - I a U= n
STO. LIFT ff
DOOR LOW HEADROOM _ / — - _ - -- - I c0 Z~z ,1On
DOOR OPTION I — — _—— __ - .� J I-CO La
TOTAL @GF
DOOR 'U'BRAS AT • 1 OPTIONAL VENT OPTIONAL FLUSH FACE I Of
O
HEIGHT CONSISTS OF EACH DOOR 7-7 B"X 3-1/8"X .010" L(3) 5'WIDE AT 7"O.C. MAX. W000 GRAIN DESIGN 'a
6'-6' 2 SECTIONS 18"2 SECTIONS 21' STEEL PLATE OPENING AREA NOT TO EXCEED
COLONIAL DESIGN L A U OQ Z=N
6'-9' I SECTION 18' 3 SECTIONS 21' S WITH (4) #14 X 3/4'SDS 120 50, IN. _ MAX, DOOR WIDTH
7' 4 SECTIONS 21'- 18'-2' m
7'-6" 5 SECTIONS IW:7 CENTER STILE DAB DOORS INC.
7'-9' 4 SECTIONS 16'1 SECTION 21' INSIDE ELEVATION
Hurricane MOster'N Model 824/811
B' 3 SECTIONS 18'2 SECTIONS 21' G OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2'X 16'-0" High
e7-3' 2 SECTIONS 16'3 SECTIONS 21' RANDLE END STILE 4Wth Window Lite ,Ption
e'-6' 1 SECTION 18' 4 SECTIONS 21" 1 #14 X 3/4"SELF DRILLING SCREWS MAY BE USED -
8'-9" 5 SECTIONS 21'- IN LIEU OF 814 X 5/8"SMS
9' 6 SECTIONS fe'- DESIGN PRESSURE RATING = + 40.0 PSF 5
9'-3' 5 SECTIONS 18' 1 SECTION 21" 1 LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF 12
9'-6" 4 SECTIONS 18'2 SECTIONS 21" a INSTALLED ON END STILE GENERAL NOTES o N N
W-9' 3 SECTIONS 18'3 SECTIONS 21' 7 WITH(4) #14 X 5/8'SMS 0 6 r"€
10' 7,SECTIONS 18'4 SECTIONS 21' 4 I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE q R U ig
50'-3' 1 SECTION IB" S SECTIONS 21' 18T X 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FDC)FIFTH EDITION(2014)
1o'-6'6 SECTIONS 21'- ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). v!s"
ON EACH SIDE OF DOOR CENTER STILES SCHFAULE'A' o?b 0 i z
10'-9' 6 SECTIONS 18'1 SECTION 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' 5 SECTIONS 19.2 SECTIONS 21• OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 1B'3 SECTIONS 21' PEA
DOOR WIDTHS BOF CENTER STILES DRESSING OR STlAND11'-6' 3 SECTIONS 1B'4 SECTIONS 21' 8 OPTION96 � 8'-0'TO 9'-10' 2 3, ALL BOLTS, NUTS AND WASHERS SHALL RE ZINC PLATED CARBON STEEL.
II'-9' 2 SECTIONS 18'5 SECTIONS 21' LOCK BAR LOCKING SHOWN 10'-O'To 11'-10" 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
t2' t SECTIONS 18"6 SECTIONS 21' ALTERNATE TO 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
12'-3' 7 SECTIONS 21'- SPRING LOADED SLIDE BOLT I B'-0"TO 9'-10" _I 14'-0"-70 15--10- 4 S. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. u o w n u
72"-G" G SECTIONS 18'2 SECTIONS 21' LOCKS SHOWN ABOVE F DOOR WIDTHS 15'-11' S
1T-8' 6 SECTIONS is'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REOUIREMENTS OF FLORIDA r- ='—�
13' 4 SECTIONS IB'4 SECTIONS 21' ONLDING COL1E,TAS-202,TAS-201 k TAS-203 FOR FNTIZ AND
13'-0'3 SECTIONS 18'5 SECTIONS 21' e
mom
III III IA tlI III HI ® III III_ IIIASTM E1886-OS ASTM E1996-09. $ .i
13'-6" 2 SECTIONS IS'6 SECTIONS 21' __ ___- __I _,_____ I I V W�_t_ - Engr:JAVAD ALiAUD e 3
tY-9" 1 SECTION 18' 7 SECTIONS 21' - FOL.PEN4 70592 � Iiyb*CC VISFD
14' B SECnaNS 21'- I F 10'-0"TO 11'-10". _I 14'-0"TO 15'-10' � CAN. 5 1 ��� o
14'-3'6 SECTIONS IS'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS A� c '8
IC-6' 5 SECTIONS IB'4 SECTIONS 21' 10 "
4 SECTIONS Ip'S SECTIONS 21' � � 0 �', �F{F�1eA.07
IS' 3 SECTIONS IB'6 SECTIONS 21' 10 I Ilell _IYIi AI III A� 2 ry�:� / drawing no.
IS'-3' 2 SECTIONS IB'7 SECTIONS 21"
- - - ��s
SECTION iB' 8 SECTIONS 21' �
IS'-9'9 SECTIONS 21'- I 12'-0"TO 13'-10" _ IS'-11"TO 18'-2'
16' I6 SECTIONS 18'4 SECTIONS 21' 11 DOOR WIDTHS - DOOR WIDTHS Lsheet 1 ot_5
i- 9-
24 GA. STEEL PANEL 4��
0
1/2°FORAIED/TUBE 1D TO ,L o
OF EACH PANEL ®. FLAPS BENT OVER PANEL P Z
I � N
0°
16 GA. X 2-1/4'X 3/4'X 2" a
GALV.STEEL U.BAR REINFORCING TRUSS fu
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - - 1/2" PUNCHED HOLESI Oi O LL
1
W/NIU (/ 14 X 5/8"S.M.S.AND TO END STILE 41 4'D.C. Q U n
W/FOUR A 14 X 3/4°SELF DRILLING SCR.
A Of
i 0[L!R g
co
3/16"POP RIVETS I Q ,3 0_G
16 GA.X 2-I/4"%3/4"%2' 16 G4 X 2-1/4"X 3/4"X 2' _ AT 4'O.C. )L 2 to 1
In
CALV.STEEL U.BAR REINFORCING TRUSS GALV.STEEL U.BAR REINFORCING TRUSS I (6) FOR 21"STILES J a
0 BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES I (5) FOR 18"STILES a W
VERTICAL INTERMEDIATE STILES W/TWO W/TWO 14 X 5/8°S.M.S.AND TO END STILE
_ #14 X 5/8" S.M.S.AND 10 END STILE W/FOUR 14 X 3/4"SELF DRILLING SCR. I r-----�
_ _ 16 GAT 2-1/4'U.SA X 3/4"EINE X 2" 1
W/FOUR�f 14%3/4'SELF DRILLING S. GALV.STEEL U.BAR REINFORCING TRUSS 1
1/2"X 1-3/4'X 16 CA. _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 0. !
OPEN TUBE 0 BOTTOM-\ W/TWO# 14 X 5/B"S.M.S.AND TO END STILE 1(J
OF EACH PANEL W/POUR# 14%3/4"SELF DRILLING SCR.
0
0 O
O M
O ® Ld
IW
a
LEND STILE CQ7 Z O7 ro
W W a°
-' .024"SIL.PANEL JI U)m p t
CC
IST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF GOO o O
REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL 0 Z=
o¢¢ v
OPTIONAL STOP MOULDING .._T In i m J
BY DOOR INSTALLt7� #14 X 5/e'SMS _ Caa Q N g J
STEEL TRACK BRACKET FASTENED 6 PER HINGE eco ,O _
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
/ / FLAPS AND(4)3/16"ALUM RIVETS
(FULLY THREADED) CLUE TO PANEL AND SECURED TO (4)3/16"
HOC WASHER HEAD TYPE A SEE DETAIL ABOVE .SOLID BRASS DOOR VIEWER
END STILE WITH 3/16'POP RIVETS® 12"O.C. POP RIVETS r,
SOUTHERN PINE
AND PUNCHED FLAPS BY 'SCHLAGE SECURITY HARDWARE'
0.55 S.G.
3/4 % 1-7/8'%2-1/2"X .049" EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE n n
<a STEEL CENTER STILE, M+
FOR QUANTITIES SEE SHEET 1 DISTANCE�I POSITIONED AT EYE LEVEL o
CLUED AND RIVETED TO PANEL I 33
p C U
1 MIN. # 14 X 5/8'S.MS. (2)3/16" ': `.`."111=3/1.6 n
1 4/HINGE POP RNETSit
",
i
3/8"POWER-BOLT BY'POWERS' in n n
2'MIN.EMBED INTO CONC. _
2"MIN. EDGE DIST. n o e$
1.9"X 2.19" X 3.3'X .090" ONE PER BRACKET '
SEE SHEET 3 FOR BRACKET SPACING
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
(2)3/16'RIVETS Engr.J CML - PRODUcT REvuED
TOP k BOTTOM I FIA PE Y 70592 a mp101d whp the Fl." 0
99 7-1/2'% 3 .17 1" 7-1/2"X 3"% .071' 1/'4-20 NUf SS BOLT
STEEL TRACH J END RO71
LLER HINGE T `Y
14 CA.X 2-1/8"X 1'(STANDARD) CALV.STEELR
12 CA.X 3-5/16"X 1-1/2'(OPTIONAL) 7/16` PUSHNUT HINGE 1.82"DIA, X .50"STEEL ROLLERS(STD.) drawing no.
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA % .SD" NYLON ROLLERS (OPTIONAL) 05-03
W/ 1/4-20 X 5/8"TRUSS HD. INTERIOR SIDE 2.75"DIA. X.50"STEEL ROLLERS(OPTIONAL) 15
SLOTTED M.S.&LOCK NUT 2.75"010. X.50" NYLON ROLLERS(OPTIONAL)
SECTION B-B WITH 5"STEM sheet 2 of 5
POP RNETSX 2 X 2 1/8'HORIZ.ANGLE f
5/16"X 1-5/8-LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED2X1 TO HORIZ.TRACK v
2" 2-3/4'X 5-1/2"X 3"X .104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2"APART
�'----" GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT FIRST AT 3"O.C. OI
TOP ROLLER BRACKET ON EACH SIDE ,O
FASTENED W/(6) 8 14 X 5/8"S.M.S. _ _ 3 PER BRACKET / II p -, REST A7 9°O,C, O
CONNECTED TO FLAG BRACKET ANGLE
2-1/2°X 4-1/4'X 13 CA. STEEL PLATES -- W/3/8-I6 X 3/4'BOLT&NUT Q
090 THK,GALV,STEEL ADJUSTABLE ANO TO SPRING SHAFT GUIDE WITH �q
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
W/5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK - -- a F
M.SCREWS&NUTS. - WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12" ^ m
TOP BRACKET CY
(STANDARD) TOP BRACKET �"C
(OPTIONAL) VERTICAL TRACK �` C 7 r
LOW HEADROOM DOOR 2-I 8'X 1"X.080" V O ~
14 C0.CALK STEEL TRACK / m
SECTION A-A p'�ly m
HORIZONTAL REINFORCEMENT O <p g
1/2'X 1-3/4'X.058"FORMED STEEL Q°11 I'-
GLUED TO PANEL AND FASTENED TOA04-
VERTICAL
O
VERTICAL STILES WITH 2"%5-1/AI X.104'
Y. STEEL
(2) 3/16"POP RIVETS FASTENED WTOP4JROL14 X LER BRACKET FOR
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS a a N
1/2"X 1-3/4"X.058"FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 83 B4 B5 56 B7 88 UI r1
CLUED TO PANEL AND FASTENED TO -� _ c
/VERTICAL STILES WITH ,� 6'-0' 18"18" 18"18"NIA 1"TO 2"11-3/4" 23" 34" __ 45" 56"_ 67"
(2)3/16"POP RNETS 6_;6" 21"18" 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" •Y3" 34" 45" 56" 67° -
_ 7'-6' 18"T8" 18' 18' 18"1"TO 2"11-3/4" 23" 34' 45" 56" 67" 78-1/4"
® 1.82° DUI.X .50" ROLLERS ~s 8'-0" 21"18° 18'18° 21"1'TO 2'11-3/4" 23" 34" 45" 56 67" 78-1/4" {Of 00
W/ .44 DIA.X 4-1/4"STEM O O O
/ �0 —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPTIONAL INSULATIONS; w >
BY'OYPLAST PRODUCTSILC.' O C7 Q
EPS-EXPANDED POLYSTYRENE b Oo m
DENSITY o 1.05 PCF O 1.9"%2.19'X 3.J'%.090" I Z Uj N
N.O.A.811-0926.07 STEEL TRACK BRACKETS / U' Z
OR n 2-3/16'HIGH
' +J mw
ISO-2S POLY-ISOCYANURATE m CONNECTED TO TRACK WITH ¢ to OI O I
DENSITY 2.0 PCF 4) 1/4'BOLTS&NUTS. 1 OZ 0 3 H
-------N.OA 811-0926.06 m I F O z
BY'CELLOFOAM NORTH AMERICA' m / N 'o S n
DENSITY- 1.03 PCF D]
N.O.A. 810-1129.04 m
OR O 2
BY'INSULFOAM LLC'
DENSITY= 0.92 PCF m / 7 / c
N.O.A.814-0311.08 1 o
n /
m
\14 GA.CALK STEEL 2
ROLLER HINGES FASTENED r
W/(6)#14 X 5/8°SMS m m o
MIN. 024"ROLL FORMED STEEL.PANEL 2 M
DRAWING QUALITY
G-40 - - p a F i
MIN.YIELD STRENGTH- 34 KSI c g3
WITH PRIMER AND BAKED-ON w O a
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
to APPLIED TO BOTH SIDES OF STEEL
aKILL
N °'89="d
VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM `°c o o w LL
12 GA.GALv.STEEL DOUBLE TRACK -•-----,
BOTTOM BRACKET FASTENED A(LABLE TRACK OPTIONS o
/W/(4)814 X 5/8°SMS
Engr.JAVAD AHLMD _
CML MODUCTREVIISW
FLA.PECAN. 3 706 592 � �MLS Lyp FIRiFJ o
a
O _BOTTOM SEAL OPRONS t�t�es Cel v b n
SEE SHEET 4
SECTION A-A 402015 Br c. dC;i,, no.
SEE SHEET 2 FOR LOCATION 3
OF REINFORCING TRUSSES sheet Sof 5
3 4" REINFORCEMENT f m
IN. 1/2"X 1-3/4"X .058" 4 p
#8 % 1" FORMED STEEL o
___
DIST. SELF DRILUNG SCREWS -"'-- a8 X 1- o
1-1/2"MIN. _ OR SELF DRILLING SCREWS Z /
A -Z
I D E DIST, g I m 3/16"'RIVEX' STEEL RIVETS- OR
MULTICRIP W/DOME HEAD r3/16''RIVEX'STEEL RIVETS
o AT 48"D.C. / F w
( �3 AT 48 RIDP D.C. DOME HEAD C
REINFORCEMENT G
FORMED STEEL F(Suu
1/4"DIA. LAC SCREWS 2BV 1/4'OIA LAG SCREWS O + d C
WOOD DUCK 1 SAT 6'FROM ENDS WOOD BU SAT 6"FROM ENDS
I �\ AND 12°O.C.MAX. I ('�'� AND 12"O.C. MAX.
Irl
\ W'STRIP ADAPTER - p�W m
I L ALUMINUM W STPJP ADAPTER Q y
EEL
RUBBER W'STRIPPINCQ W
RUBBER W'STRIPPINC a�3 Q FFF�iii
N
0 �_y a
2 ,
.250 I .534 .700 •040 I .J4B a W U
_ �L1.750—�-I� -1.790
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B' j
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.68 MIN.) a I o
M
THE INSTALLATION METHODS SHOWN A80VF SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W >M
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Cj Q I
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE-
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE Q U i-M.
-V1 N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 1 - ANCHOR SPACING Z i--w m
ANCHORS STRUCTURE I EMBED SPACING iEOGE DDIST. ao.� rn p I
3 8-HLC SLEEVE BY'HILTII' I CONC. I 1-1 4 8' 2' Z O' m
5/16"X 1-5/8" 3 CONFLE%BY'ELCO' FILLED BLOCK, O O 3 w
LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8'DYNABOLT BY'ITV'- CONC. 1-1 2 _ 8" 2_3 4" V OZ N
AT 12"O.C. -- MUST SUPPORT THE LOADS IMPOSED ±38'POWER-BOLT BY POWERS _ _GONG. _ 2' 8° 2° W O
BY DOOR SYSTEM SLE -ALL-BY SITdPSONS'I `CONC. 1-1 2 B`_ 3' m J
CONCRETE 000 PSI MIN. N=
C-90-90 GROUT
FILLED BLOCK I'M m 2000 PSI MIN.
5/18"DN.BOLTS
WITH WASHER t4 NUT
WOOD BUCK CONNECTION TO MASONRY ` °.' WI 12"D.C.MAX.
PRESSURE TREATED 2X6 SIP WOOD JAMBS WHICH SHALL BE ANCHORED TO _EDGE DIST. o
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I -- �
In �z
1/4"ULT ON BY'ELCO'WITH SPACING OF 1 z
10'O.C. INTO GROUT FlLLED BLOCK WALL,WITH 2-1/4"MIN. EMBED 1' Ln o i'i o
TO'O.C.INTO J000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED I �_1-1 4'X 2-1/2°X 14 GA o€
3"MIN. EDGE DISTANCE 11-I/2" 11-I/2" CONT. STEEL ANGLE 1-1/2' g
1/4"TAPPER BY'POWERS'WITH SPACING OF WW 12 G0.CALV.STEEL u o
8°O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 2°MIN.EMBED FIAT BRACkL75 fJ'LONG _
10'OG.INTO 3000 PSI CONCRETE,WITH 1-3/4'Li 7
IN. EMBED 1/16-X 2-1/24 2-1/B'X 1'X 14 G0. u d
3'MIN.EDGE DISTANCE / AT 12'O.D.IN DOOR OPNG. V
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'ELCO' OR CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS H0.
3/8'LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.k LOCK NUT Li y n
22'Q.C.INTO 3000 PSI CONCRETE,WITH 2-1/2°MIN.EMBED
3"MIN.EDGE DISTANCE S,D.CLTjyQIJ�ANGLE TRACK REVFRF TRA�ff CONTINUOUS ANGLE TRACK 'm_ d_n
TO WOOD BUCK TO CONCETE AO LI ED BLOCK o u o
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO STEEL RNFl
� �v
8"D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4' MIN, EMBED,4"MIN. EDGE DIST. --_ —�
12'O.C.INTO JOOD PSI CONCRETE,WITH 1-1/4'MIN. EMBED AND
2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
0
PREPARATION OF 4IAMBS BY OTHERS MAVAD D
PRODUCE YEVl4FD ; 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE B 70592 aceaWTYhq'�ft Filed o
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED CAN. 538 f coal O I a
190Z
BY DOOR SYSTEM. 107
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF p 2015 "
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY r--�
BUILDING OFFICIAL UPON INSPECTION. � Proam drawingno.
MAXIMUM EXTERIOR(+)LOAD PER JAMB n (18.16' X 40 PSF)/2 = 353.2 Lbs per Ft. l 05-031
MAXIMUM INTERIOR(-)LOAD PER JAMB a (18.16'X 44 PSF)/2 d 399.5 Lbs per Fl. Sh¢¢l¢01 5
500 ,250 V a
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC `Y
I
24 G0. (.024)STEEL MIN, SEE EVIDENCE PAGE o
1.765 1.785 C
k' l
" LA.WASHER CI a
1.144 W
LOI
II I Q� r
#8 X 3/4'SMS 21 3/4" F"--.000—�1 0�Q0 3/8'FROM ENDS MAX. 176 AND 7"OA. MAX. WOW.WIDTH�d * EXTERIOR FRAME * I<LTERIOR FRAM4)Re x s/4°sMs = 6 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Qm La
1-3/a"FROM ENDS \ m i Mme' 2:yMiAND 6-1/2"O.C.MAX.
L
:III 775%.062 DEEP I' ..-- —.. 1 .
ILII I GROOVE .�.J: � 'l -
I I
Of 00
I I I I/4'POLYCARBONATE LExAN '' `' U raj
I I I BY'SAOIC 717.01TNE PLASTICS' :I ., f% til M
� I
.OA X13-0777.01 � �� � >
IIII CDLID
IXIw(nO'Q �I
1 W III IZ - , C) 0 U, b
LU
V) m 00) v
Q N g
Ii li rl - f7 2
IIII
IIII 175 X.062 DEEP i. r •� ! ,3 ty
IIII GROOVE
I.' 1 (4)q8 X.3/4"SMS / INSIDE ELEVATION a
o t-3/s"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ° ""
IIII I AND 6-1/2'O.C.MAX. v.Q old z
I C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I 8 X 3/4"SMS
®3//8'FROM ENDS 175 X .062 DEEP
t l AND 4-1/2"O.C. MAX. GROOVE o
#8%3/4"SMS ' ICc
®3/8°FROM ENDS
AND 7"O.C.MAX. r- _-__- •-
_ __ _ ___________ Engr.JAM AHMAD m o
CML
7/16"DIA.WASHER - - - - - - - - - - - - - FIA.PE q 70592 cmlplyws Wlt4 dls Flnid� g
CAN.,3538 EtdlCivg Cab qq d a j•
A—, 'bNn ' o v fr
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN. A 015 hr drowin no.
DOOR PANEL 1MIN, D.L.OPG.
24 G0. (.024)STEEL MIN. GLAZING BITE I
WINDOW WIDTH
sheet$of 5