HomeMy WebLinkAboutProduct Approval r
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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) %vww.miamidad&gov/economy
DAB Door Company,Inc.
12195 NW 98`h Avenue
llialeah 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 PSF)
iAPPROVAL 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
.cceptance number and expiration date by the Miami-Dade County Product Control Section.
MISS11 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
I
aterials,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
m its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
*all 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
I
pproval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera,P.E.
NOA No. 15-0317.01
C."RCOU=NIY Expiration Date: March 29,2017
Approval Date:May 28,2015
r a15117/ 0" Page 1
DAB Door Comnany,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#06-0817.07"
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.BETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E. Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
preparedby Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitter)under NOA#144814.03"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted 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.
. p5 j9(ZniS
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E- 1
i
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.
"Sub»ritted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 15 5 of"PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared
by Hurricane Engineering&Testing Inc.,Report No. HETI 04-T251, dated
11/29/2004 signed and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material',prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F: STATEMENTS "Submilled 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.
#ACIII17J
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 IA GA. TOP FIXTURE 5-1/2"X 2-3/4"X 0.1'
GALV.STEEL CENTER HINGE - -- PUSH NUT U
STEEL PLATE WITH ONE 5/I6-18 MS W/NUT OPTIONAL DOOR VIEWER n
''O� 7 - TO DE INSTALLED AT_ _w/_(4)_8.14_x_5/B"SMS _- r\ -FASTENEO_TO_ENO_STILE_WIiH _mo
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m 7-1/2•X 3-X .071•CALV. STEEL OO 1 Z
END ROLLER HINGE CENTER SLICES F F
1 I SEE SCH. 'A' A Z
W/(6) g1a X 5/B"SMS 0 0 �--
WITHOUT DELRON SLEEVE(STD.) 1 _ -- - LL
WITH DELRON SLEEVE(OPTIONAL)
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GALV. STEEL CENTER HINGE Q.
W/(4) d14 X 5/8•SMS a/DOOR ILL-
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STEEL PLATE 11 •� `! _ n IJP
WITH (6) 914 x 5/8'SMS
BRACKET BRACKET `*
STO. LIFT DOOR LOW HEADROOM
DOOR OPTION N 0 1
TOTAL B OF —
DOOR U'RARS AT 1 OPTIONAL VENT OPTIONAL FLUSH FACE I Q 3 Q
HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8" x .DID" (3)[5-WIDE AT 7.O.0 MAX. COLONIAL DESIGN WOOD CRAIN DESIGN L A 2 O Z(7 h
S.
2 SECTIONS 16"2 SECTIONS 71' STEEL PLATE ``� OPENING AREA NOT TO EXCEED - U
6-9' I SECTION 1B' ,3 SECTIONS 21' 5 WITH (4) 014 X 3/4'SDS 120 SO.IN. MAX. DOOR WIDTH LIT N W ary'
7- 4 SECTIONS 21';- 18'-2"
7-6' S sccnaNs 1e'- DAD DOORS INC. N=
CENTER STILE / L—
T-9' 4 s6cn0ps 18't sEcnON 21" INSIDE ELEVATION HurricOne Mosler'8'Model 824/8`11
e' 3 SECTIONS 18'2 SECTIONS 21'
8'-3' 2 SECTIONS IB'3 SECTIONS 21' 6 DANDLE RAISED PANEL EMBOSSED DOOR Max. Sine 18X 16'-0" High
8'-6' 1 SECTION 18' ;SECTIONS 21' °� ENO STILE - With Window LiteLile Option
8'-9' 5 SECTION$21'- Q #14 X 3/4'SELF DRILLING SCREWS MAY 8E USEU IN LIEU OF y14 X 5/8'SMS J G
9' 6 sEcrloNs le - �__ _ - DESIGN PRESSURE RATING = + 40,0 PSF w
9'-3" 5 SECTIONS 18' I SECTION 21" 11 LOCK DAR GUIDES �� - 44.0 PSF
9'-6' 4 SECTIONS 18'2 SECTIONS 21' INSTALLED ON END STILE 71115 PRODUCT IS RATED FOR IAHCE MISSILE IMPACT GENERAL NOTES
3 SECTIONS IB'J SECTIONS 21' 7 WITH (4) Y14 X 5/8"SMS € €
10' 2 SECTIONS 18'4 SECTIONS 2T' 4 I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
I0'-3' 1 SECTION 1S- 5 SECTIONS 21' 18T X 6W LOCK DAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FSC)FIFTH EDITION(2014) &
tD'-6' 6 SECTIONS 21'- ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
10'-9' 6 SECTIONS 18'1 SECTION 21' ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. or i..
11' 5 SECTIONS 18'2 SECTIONS 21- CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL
4 SECTIONS IB'J SECTIONS 21' DOOR WITT /OF CENTER STILES DRESSING OR STUCCO.
11'-6' 3 SECTIONS IF 4 SECTIONS 21' a QPTIONAL1� I� ® e'-0'TO 9'-10" 2 3. ALL DOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. •• _Y_ d N
t1'-9' 2 SECTIONS le'5 SECTIONS 21' LOCK BAR LOCKING SHOWN �� l0'-0'TO 11'-l0' 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o o h q g
12' 1 SECTIONS 18"6 SECTIONS 21" ALTERNATE TO 12'-O"TO 1J'-10' J THESE DETAILS ARE NOT PART OF THIS APPROVAL. ?^.,g !2
12'-3' 7 SECTIONS 21'- _ SPRING LOADED SLIDE DOLT B'-0 To 9 10' I 14'-0'TO IS'-10' __ 4 S. A LOAD DURATION YiCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
i2'-C 6 SECTIONS IB'2_SECTIONS 21' LOCKS SHOWN ABOVE �•------ "1 15'-I I•TO 18'-2' S
u'-9' S SECTIONS 18'J SECTIONS 21' DOOR WIDTHS - DOOR TESTFIT IN ACCORJANCE WITH THE REOUIREMENIS OF FLORIDA c-----_'�
IJ' 4 SECTIONS IB'4 SECTIONS 21' BNLDING CODE,TAS-202,TAS-201 &TAS-703 FOR HVH2 AND
3 SECTIONS 18'5 SLCNONS 2Y e I�111 III ® III III iIl T II, R III i11 III II STM E7886-C9�ASTN E7995-09.
13'-6" 2 SECTIONS IB'6 SECTIONS 21' 1�-'JI I I SI J�1-I+ u�l Imo_ Engr.JAVAD AHMAD 1
IJ'-9' 1 SECTION 18' 7 SECTIONS 21' — CNA PRODWC QkVLSED
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ODOR WIDTHS DOOR WIDTHS Aoaa}I>oceµo
14'-6' S SECTIONS 18'4 SECTIONS 21' �o ' a
14'-9" 4 SECTIONS 1B'5 SECTIONS 21'
1r 3-SECTIONS 10'6 SECTIONS 21' 10 /
15'-3' 2 SECTgNS 1B'7 SECTIONS 21' -- �'�'+ 10 0 'L'-�^-''4 f—1 lam=� G:JIon
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15'-6'it SECTION le' a SECTIONS 21' �J R1 C d 05-0�
15'-9�'y9 sECigNs 21_'- __ -___ �_ 12'-0'TO 13'-10_'_ 1 L _ TO 18'-2"
I I6 SECTIONS IB'4 SECTION!21• 11 DOOR WIOTHS DOOR WIDTHS Lsheel Of J
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16 GA Q F mp
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GALV.STEEL U.BAR REINFORCING TRUSS O
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DALY.STEEL U.BAR REINFORCING IILUSS - TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES.' (5)FOR 16"STILES (K�,}� Q W*{f T.
6➢BOTTOM OF PANEL TRUSS FASTENED TO W/TWO If 14 X 5/8'S.M.S.AND TO END STILE -
VERTICAL INTERMEDIATE STILES W/TWO W/FOUR g 14 X 3/4"SELF DRILLING SCR, I
X 5f8"S,M.S.AND TO END STILE _ _ _ $6 GA.X 2-Ij4'X 3/4"X 2"
W/FOUR#14 X 3/4"SELF DRILLING S. UALV.STEEL U.BAR REINFORCING TRUSS
4/2'X 1-3/4'% 16 GA.
TRUSS_ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
OPEN TUBE 0 BOTTOM YT/TWO 14 X 5/8'S.M.S.AND TO ENO STILE
OF EACH PANEL W/FOUR ff 14%3/4"SELF DRILLING SCR
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WOOD JAMB WITH II 3j4' 12"%2-1j2"X PANE STEEL
_END STILE,CONNECT TO PANELS WITH
5/IG"X 1-5/8'LAG SCREW'- 1/2"x 1-3j4'X.058'FORMED STEEL FLAPS AND(4)3/16"ALUM RIVETS
(FULLY THREADED) CLUED TO PANEL AND SECURED TO {4)3/16 SEE DETAIL ABOVE SOI 10 BRASS DOOR VIEWER
ILCX WASHER HEAD TYPE A END STILE VAIN 3/16"POP RIVETS 0 12-O.G. POP RP1E1Sw
AND PUNCHED FLAPS BY 'SCHLAGE SECURITY HARDWARE' i 6 A
SOUTHERN PINE 3/4"x 1-7/6"%2-1/Y X.049" INSTALLED IN 9/16" DIA. HOLES IN CENTER STILEEGE
0.55 S.G. _ .,4. _STEEL CENTER STILE, —DISTDANCE �1 0�G€IF
FOR OUANIIIILS SEE SHEET t POSITIONED AT EYE LEVEL W 3R N R
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STEEL TRACK BRACKETS II 3 I T u
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SHEET J FOR SPACING _ - ----- !-
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( (2) 3f 16 RIVETS CML Ky
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12 Ga x A.X 2'X 1-I/2"(OPTIONAL) 7/16"PUSHNUT HINGE 1.82'DIA. X .50"STEEL ROLLERS (STD.) by�Cdwe!
FASTENED 70 TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82'DAA X.50" NYLON ROLLERS (OPTIONAL) Q _�3�
W/ 1/4-20 x 5/8'TRUSS NO. INTERIOR SIDE 2.75"DIA. X .50' STEEL ROLLERS (OPTIONAL) 15 l__---
SLOTTED M.S.k LOCK NUT 110N 2.75'DIA X.50" NYLON ROLLERSST(OPTI NAL) sheet QaT rj
SEG 8-8 —
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE (� m
2' / Z-3/4"x 5-I 2"X J"% .104' //' 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK VlI
2-3/4'IEEL / l 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO 1VELDS AT 1-1/2'APARTGALJ o
\ _WITH-1-1 4'EMBED-INTO-MASONRY EX EEOING-B-F-TIN-HEIGHT4--
II(/ TOP ROLLER BRACKET ON EACH SIDE / �1 _ FIRST-AT-S=O.C. --- -I-
FASTENED W 3 PER BRACKET 11 A l REST AT 9-
SIDE
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/(6)E 14%5/8"S.M.S. _ _
CONNECTED TO FLAG BRACKET ANGLE Z r w
W/3/8-I6 X 3/4"BOLT k NUT
2-1/2'X 4-1/4"X 13 GA STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
.090 TIIK.GALV,STEEL ADJUSTABLE WELDED TO 1-1 -- /
SLIDE FASTENED TO BRACKET - - /2'% 1-1/2'X 14 CA.ANGLE A�� (2) 1/4-20%5 8"DOLT h NU7 Q(L a
/�W/5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK\ - -- 0. F f
!- M.SCREWS h NUTS. \ WITH(4) 1/4-20 55. BOLT&NUTS \ ! -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" O w I
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TOP BRACKET(STANDARD) TOP BRACKET(OPTQLOW HEADROOMI DOOR 14 C0. GALV.SIEEL TRACK 2-1/8'XT1I"I.080KSECTION A—A p rc iHORIZONTAL REINFORCEMENT Q IE Q1/2"% 1-J/4"X.058"FORMED STEEL TO PANEL AND FASTENED 10 .
VERTICAL STILES WITH GALV. STEEL
(2) 3/16" J"K 5-12 % 104'
POP RIVETS FASTENED W/(4) k 14 X 5/8"S.M.S. LL z R)_0
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION SECTION HEIGHTS URACKET PLACEMENTS
HORIZONTAL REINFORCEMENT DOOR J 0W J
1/2"X 1-3/4-X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH Bl B2 83 84 BS D6 D7 I B8 lu el
CLUEO TO PANEL AND FASTENED TO ) _ - -- -F _ -- 7
VERTICAL STILES WITH 6'-0° iB" 18' 18" 18"N/A 1"TO 2'11-3/4" 23` 34" 45" 56" 6/"
(2)3/16'POP RIVETS 6'-6' 21'18° 18'21'PI/All"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"I 23' 34" 45" 56" 67" -
_ T-6" IB" 1"TO 2'11-3/4", 23" 34" 45" 56" 67"
-,� - 1.AJ"DIA. % .50"ROLLERS y I — / W
8'-0" 21`18 18 18' 21" 11-3/4"I 23' J4" 45" 56" 61 78-I 4" !
/W/ .44 010. % 4-1/4'STEM - O p
-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O 17
i FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10"O.C. yj n
OPTIONAL INSULATIONS: Z¢ W >
BY'DYPLA6T PRODUC7$_LLC' i O Q a
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N.O.A.kit-0926.07 STEEL.TRACK BRACKETS j I U
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OR 2-J/16'RICH % .� �� 1
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DENSITY= 2.0 PCF
/ Z 0=
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BY'CELLOFOAN NORTH AMEPoCA' % N DO AL1 n
DENSITY - 1.03 PCF % m "
N.OA 810-1120.04 m % --- II Q N¢ w
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DENSITY= 0.92 PCF
N.O.A.414-0311.08
14 GA.GALV, STEEL I OI OIC
R01.1FR HINGES FASTFNF.D w z
W/(6) #14 X 5/e"SMS
cine
MIN. .024"KOLL F STEEL PANEL 4 t N
DRAWING DUALITY G-40-40
MIN.YIELD STRENGT{I-34 KSI jm-
12
WITI{PRIMER AND BAKED-ONPOLYSTER PAINTED TOP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL
qVERTICAL UFT HIGH LIFT STANDARD LIFT LOW HEADROOM `DOUBLE TRACK CA.GALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
— w/(4) g14 X 5/8"sus
Engr:JAVAO AIIMAD
C PROOUCF REVLSW
FLA PE N 70592 ra=glyhywitb*w Fkdit o
GA.N.3538 c }`
Q'� 80 TIOM SEAL OPTIONS � ft b
SEE SHEET 4 AOO��ND � o $ 0 5
SECTION A—A 0 2015 Af
SCM II(�dra�wing,�n''"ZZZo.7
SEE SHEET 2 FOR LOCATION O' `CF 0`1
OF REINFORCING TRUSSES (sheet 3d 5
' REINFORCEMENT
(1 �m
1)4" 1/2"X 1-3f4'X .058' 1�
FORMED STECL o
OSST.-— —_... —"—SCCF-ORiCONG�SCREWS d_)11
%
`�1-1/2`NTN. z, OR SELF GRILLING SCREWS Z
3/76''RNEX'STEEL RIVETS-\ OR },
i SMD E DIST. I m` MULTIGRIP W/DOME MEAD / 3/16"'RIVE%' STEEL RIVETS
2
m nim ( r o` AT 4fl'O.C. / MULIIGRIP W/DOME HEAD
,�\ f AT 48'O.C. a aj
REINFORCEMENT m
` -- - , 1/2'X 1-3/4"X.056" �,1
`''• �� FORMED STEEL O Q.
`1/4'DIA.lAG SCREWS 1/4'CIA.LAC SCREWS �`J p+
20 t`�r.J 20Y .f` '�-AT 6"FROM ENDS O t v
�--1/6'FROM ENDS ''
W40D BUCK• 1'-.., WOOD BU I - p
AND 12 O.C.MAX -�� I '' AND 12'O.C. MA7f. U p .nt
i 1 / ( 1 �. W'STRIP ADAPTER./ a o
ALUMINUM STEEL
ADAPTER 0 IL a C
` t ,^Zbn
0
RUBBER W'STRIPPING RUBBER W'STRIPPING Q3 N
{�Z DI.:401
050-"y T_P-11790
040 g
534 .700 ( 8 4 W F �k
t �1.750—�
BOTTOM SEAL..OPTIONS 4
OPTION 'A' OPTION 'B' ,D_� co
0 0
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
IRE INSTALLAIION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W
10 WOOD STRUCTURES. IF IHLSE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DCSIGN
WILL BE REGUIRCD FOR DESIGN OF GARAGE DOOR ANCHORAGE. c
FOR DOOR REPLACEMENT APPLICA71ONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE - ,•—_�,...._ - -- — `C Z to m
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. T - ANCHOR SFACING _
_ ANCHORS _ STRUCTi3RE _EMBED SVACINC&OCf DIST. J p I
_j/8"PLC SLEEVE BY 'HIITI' CONC. 1-1 4 8` 2' Z jr oc
_ _fie'CONFLEX BY'[LCD' Flt LEO[3LOCK _.2'_ __#�__ 3-3 f4" O 0 Z
5/16"X 1-5/8 _�/8'pYNA80LT BY 'ITW CONC. I-1/2' 8" --2=J�' O N
LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8 POWER-BOLT BY'POWERS' _ CONC. 2a 8" 2' W
AT MUST SUPPORT THE LOADS IMPOSED - 03 rn J
DOOR SYSTEM 3 8 SLEEVE-ALL BY'SIMPSONS
(/f CONCRttE Fc- 4000 1151 MIN. ¢
\�� C-90 GROUT FILLED BLOCK T'm - 2000 PSI MIN. r S V
5/18`DIA,DOLTS �--•-----�
WITH WASHER&NUT
WOOD PUCK CONNECTION TO MASONRY � . AT 12"O.C. MAX• EDGE 0197.___
PRESSURE TREATED 2X6 SYP WOOD JANOS WHICH SHALL BF.ANCHORED TO $
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH w
1 f4"ULTRACON BY'ELCO'WITH SPACING OF
10"D.C. INTO GROUT FILLED BLOCK WAIL,WITH 2-1/4"MIN.!!ABED Y+ ?4
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MM.EMBED _1-1/4"X 2-1/2"X 14 GA ( g,,,
3"MIN.EDGE DISTANCE (1-1/2" 1-1/2" CONT STEEL ANGLE 1-1f2"
1/4"TAPPER BY'POWERS'WITH SPACING OF ..--_ 12 CA MV.STEEL _._ . .. .._ _ h }
B"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1•I/2'MIN. EMBED -- 'jo
FIAT BRACKETS 13"LONG 2_1/8•X 1`X 14 GA.10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED 1/16"X 2-1/ AT 12"O.G.IN DOOR OPNG. GALV.STEEL TRACK
3"MIN.EDGE DISTANCE FILLET WELAT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8"WNFLEX BY'ELCO'OR AT 12`O.C.MCONNECTEU TO CONT.ANGLE W/(2) t/4-20X5/8'TRUSS HD.
3f8"LOT BY'1TW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT c
22'O.C.INTO 3000 PSI CONCRETE,W1111 2-1/2'MIN.EMBED O
S.
MIN,EDGE DISTANCE CQI'1j1NtlGL?51TS).GLE...1'$hCK REVERSE IRACK St.QCI)INI10U[ANGI T[_HACK. D S o =o
3/8"HLC SLEEVE BY'HILTF WITH SPACING Of TO WOOD BUCK IQ,STEEL T¢_C9NCLtEIBNO FI D BLOCK m �.0
8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN.EMBED,4"MIN.EDGE DIST. L----�
12'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2"MIN.EDGE DISTANCE ro
PREPARATION OF ,IAMBS BY OTHERS E"� IAYAV � PRODUCF116VISED
CML m tkbda narid `rI i
FOR NEW CONSTRUCTION ENGINEER Of RECORD OR ARCHITECT TO VERITY FLA C.A.H.Y 38 °4R�F�/ `o n
.N )538 amidtalpicab- _,_ 7 a
ApEOUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED !Q'�yJ/7�Q',+' t o t
BY DOOR SYSTEM. IL '2015 `
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF A t
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY 1 dtawing no.
BUILDING OFFICIAL UPON INSPECTION. Ra1Lc4
MAXIMUM EXTERIOR(+)LOAD PER JAMB (18,16'X 40 1151')/2 -363.2 LbS pat FL
MAXIMUM INTERIOR(-) LOAD PER JAMB - (18.16' X 44 PSF)/2 - 399,5 Lb3 pat FL (sheet 4x1_5 J
1
�
250 --..._----r, CD
I �v�
* PLASTIC COMPLIES WITH o
DOOR-IAN.L� CHAPTER-26-OFFEIC 24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE
Z m 1'
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1.765
(L
a7 F I
7/16"OIA.WASIIER IJ 14
W
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A 1 m 3/8'FROM FNDS MAX. .176 fes- .300 Ot K> g
AND 7"O.C. MAX. WOW.WIOTH O 43 Q
EXTERIOR FRAME * INTERIOR FRAME O��
w 3 Ifi 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECIION �j •�
1 1 I (4) #8 X 3/4'SMS • = Ci MAX Q y 4 p l
I IIII ' ® 1-3/8" FROM ENDS \ m )L Z N
AND 6-1/2'O.C.MAX. D.LO.
;
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7�� B
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:III 6-
MNHAMI-DADS COUNTY
t'RODUCT(:ON'I'ROL SECTION
11:)05 SW 26 Street,Room 203
DGPARIMENT OF REGULATORY AND ECONOMIC RESOURCES(111,1) il,[iami, Florida 331 7/5-2474
i30Af1I)AND CODE:1llttiI1NIS'I RATION DIVISION T(736)315=2590 [ (736).115-2599
NOTICE OF A•i..L,E PTA.-10E (NOA) "Vwtv.111hInidade.t4ov/eco110111Y
(JAB Door Company, Inc.
12.1951 NW 98te Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NIOA is being issued under the applicable rules and regulations governing the use of construction materials.'Che
documentation submitted has been reviewed and accepted by Nliami-Dade County RE-.11-Product Control Section to be
used in;tiliaini Dade County and other areas wliere allowed by the Authority Having Jurisdiction(AHJ).
This 141OA shall not be valid after the expiration date stated below.The tvliami-Dade County Product Control Section(In
NliamiiDade County) and/or the AHJ(in areas other than ivtianii Dade County) reserve the right to have this product or
niaterial tested for quality assurance purposes. if this product or material fails to perfonn ip 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 withvi their jurisdiction. RER reserves the right to revoke this Acceptance, if it is deterniined
by ibtdimi-Dade County Product Control Section that this product or material fails to niect the requirements of the
applicable building code.
roduct is approved as described herein, and has been designed to comply with the Florida Building Code,
This p
including the High Velocity Hurricane "Lone.
DESCRIPTION: Hurricane blaster Model 824/811 Steel Sectional Gar:,gge Door up to 9'-4" Wide iv/
Wintlow Lite Option (DP+50.0,-60,0 PSF)
M"PROVAL DOCUMENT: 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
sealer by Javad Ahmad, P.E., bearing the ivtiami-Dade County Product Control revision stamp with(lie
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISTI
ILi, IMPACT RATING: Large and Small Missile impact Resistant
LABELING:A permanent label with the manufacturer's name or logo, iilanutactiirulg 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.
'REN IEWAL 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 atlecting 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(late may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its�ntirety•
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 A 14-0814.04 and consists of this page I and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos Ni. Utrera, P.G.
NOA No. 13-0317.02
MtAMI•oaoeeou Expiration Date: August 9, 2016
+ ► • Approval mate:June 11, 2015
lr DIS
["age 1
a�/dy�2
i
DAB Daor Comnany;Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
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.
B. TESTS "Submitter)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 2411 3.2.1,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-08-2149AB, 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. Font,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.
®G�a2 f Ze]5
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
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NDA#14-0814.04"
1. Anchor verification calculations prepared by AI-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NDA#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-C 1 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"REHAU non-foam PVC extrusion material',prepared by ETC Laboratories,
Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.04"
1. 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.
06 02 his
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
24 CA STEEL PANEL
3/16'ALUM RIVETS
Z cm$m
RAPS BENT OVER PANEL •`
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024'514 PANEL 1/2'PUNCHED HOLES ()O
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STEEL TRACH BPALNET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY'SCHLAGE SECURITY HARDWARE'
(FULL x THREADED)
LAC SCREV! INSTALLED IN 9/16'DIA HOLES IN CENTER STILE I
(FULLY R BUCKET
L
ONE PER BRALIEET POSRIONED AT EYE LEVEL LEND STILE � m
o n
OPTIONAL S70P MOULDING ANCHORS AT TRACK BRACKET: ,n
FOR CONNECTION OF WOOD BUCK BY WOR INSTALLER A)!VR'OU_POWER-BOLT BY'POWER•' OI j
2'MW.EMBED INTO CONCRETE (5 Q
10 AVSONPY SEE NOTE ON SHEET/ 1-7/8'MIN.EDGE DISTANCE
I.K HINGE
w5 ]/4'X 2'X 2-I/2'X 18 CA.STEEL Z In n
r 6 PER HINGE END SIRE.FANNECT TO PANELS PAIN B)3/R' MnT' W m
1/2'%I-J/4'%.059'FORMED STEEL FLIPS AND]/16'ALUM RVSS 1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK ,/,m O I
SOUTHERN PINE CLUED 70 PANR AND SEQIIIEO 10 SEE DETAIL ABOVE I-'J/8'MW.EDGE DISTANCE INTO
CONCRETE m
0.55 S.C. ED DIST' END SIRE WON 3/16'FOP RNETS 0 12'O.G. 4'MW.EDGE DISTANCE BOB FILLED
BLOCK U O Z 3
W ^
1-7/8'x 2-5/8'X.045'STEEL EDGE CONCPETE I'c ]000 P51 1'.
CENTER SURE,CWEO AND RIVETED '—DISTANCES C-90 GROUT/WED BLOCK I'm.2000 PSI YW.
! i0 PANEL W/(4)3/16'RIVETS 1 O S
1 1/2'MIN. 1 POP RIVER }y
4/'GE B'SJIS. TA •
ANCHOR TYPE A OR B 444 yI Iy NN
1.9'%2.19'%].J'k 102 (I)PFA BRACKET
STEEL TRACK BRACKETS SEE SHEET J FOR BRACKET SPACING 3 u u
SEE SHEET 3 FOR SPACING
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il��
,
1/4-10 SS BOLT d:NUT
7-1/2'%.071'GLV.STEEL
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7/16'PUS.
SECTION B-B ENO ROLLER HINGE m
INSTALLED ON ROLLER SHAFT INUIXM:f gBY6FD m
f pn JWNWAD "ad q
INTERIOR SIDE I.B2'OM.%.50'STEEL ROLLERS(STD.) bB CdF
STEEL(RACK 1.82'OOL%.50'NYLON ROLLERS(OPTIONAL) MAIL 78592 AeuPm�No rl+r�-.Y))�.0'J
IA G Y 2-I/B'%1'(BTAHDARD) 2.75'O0.X.50'STEEL ROLLERS(OPTIONAL) OFFpA/pgry�IL
12 GAY J-5/I6'%1-1/2'(OPTIONAL) 2.75'DM.X S0'NYLON ROLLERS(OPTIONAL) ---JTf-TTt—
W/1/ED to TRACK PLATES WIT5'STE
W/
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SCORED Y.S.k LOCH NUI
IAB 0 2015 01-09
(xXeizr
I I fPOPflNET9
/ %5-1/2'X J'X.104' 5/16°%1-5/8'LAC SCREWS INTO WOOD OR 1%2 X 1/8
'NOR 2.ANOLC
5/I6'SLEEVE ANCHORS MONY.TRACT(SUPPORT, SPOT WELDED TO MONIZ.TRACK V
GLLV.STEEL CENTER SUPPORT REDD.ON DOORS YAIH IWV WELDS AT 1_1/2•APART o
TOP ROLLER BRACXET ON EACH SIDE WITH 1-1/4'EMBED INTO MMONHY EXPEEDNG B FT.N HEIGN MY AT J'O.C. I
FASTENED W (6)1 14 K 5/8-S.US _ 3 PER BRACKET 11 A
- / / - II 1 NST AT 9'0,D Z -
09D THIL MY.STEEL ADJUSTABLE CONNECTED 1 TUC 4'8G LT ANGLE
SLIDE FASTENED TO BRACKET W/J/0-I6%]/1'BOLT N NUI Q
W/5/16-IB%3/1'REX HEAD 2-1/Z'%1-1/4'%1]C0.STEEL PULES AND i0 SPNNG SHNT CUIDE WITH FZ
4.SCREWS hNUR - - WELCED TO 1-1/2'%1-1/2'X 14 GA ANGLE -- A�-J (2)1/4-20 X 5/8'BOLI t NUI P•
FASTENED TO TRACK
UTS
(STANDARD) WITH(4)1/1-20 S5.BOLT h NUTS -- HORR.TRACK LENGTH=OPENING NDCNT PLUS 12' 8 B
TOP BRALYLET Q,O
(09TI0NAL) VERTICALTRACK / O 9
LOW HUDROO4 DOOR 14 OA GALV STEEL TRACK 2-1/B'X I'X.080'J Q p H
w 1WNZOMAL PORTORCEMENf SECTION A-A Oro
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'sL.s. yV�OI
(2J 3/VPCP RIVETS TOP BRACOU EOR 15 VI N
LOW HEIDROOLI DOOR OPTION LL 26=ii IyNOJ_
HORIZONTAL REINFORCEMENTDOOR •SECnON HEIGHTS BRACKET PLACEMENTS
1/2'%I-3/1°%.059'FORMED STEEL C
CLUED TO PANEL AND FASTENED TO HEIGM 1ST 2NDIJRD 4TH 5TH BI B2 BJ Ba B5 B6 , B7 BB Q YP1•�E
VERTICAL SIRES WITH 6'-0' IB'IB'1B'1B'N/A f'TO 2 11-3/4' 2]' J4' 45'
(Z)J/I6'POP PNEfs IB'1B'21 NIA 1'TO 2'I1-]/4' 23' 34' 45° Sfi' 67"
X5/18'MEETING NB 7'-0' 21 21 21`21 N/A I°TO 2'I I-3/4' 23' 1 34' 1 45' 56' 67' _
/I IB'1'TO 2'11-3I1` 45' S6' N; 7B
W 2,41 DIA X 4 ROLLERS x B'-0' 21'IB'iB'18'21'L'10 2'I1-J/4` 23° 3/' 45' Sfi' 6]' 78-1/4' 0'
0 / 1/4'STEM i '-SECTIONS ME NUMBERED STARTING AT THE BOTTOM o
O. u FOR DOORS MORE THAN B FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'D.C. yj n
OPTIONAL�NSUUTIONS: >
BY'DYFIA_.PRODUCTS 11 L' 8 m T V Q 1
EPS-EXPANDED POLTSIIOENE 19`X 2.19'%3.3'X.090'
DENSITY-1.05 PCFN.O - SIEEI fRACN BAACNEIS /
a�5 ORA 111-0928.0] 2-3/18'HIGH
80-25 POLY-ISOCYANURATE IIIA CONNECTED TO TRACK WITH / %m O 1
DENSITY-2.0 PCF II )1/4'BOLTS h NUTS. ¢
MO..OA 111-0920.06 _ _ / O Z V n
nV'CELLOFDAM NORTH AMEWCA'
DENSITY-I.OJ PCi
N.OA 110-1129.04
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DENSITY
0.9
N.OA -0.92.08
Q NOA 114-0]11.08 I p
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