HomeMy WebLinkAboutKoval Atlas Armor NOA%MEMIAMI
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• �1 1 • 1 • 1 1 • 1 •
NOTICE OF ACCEPTANCE (NO
Atlas Armor, Inc.
1101 Holland Drive, Suite 16
Boca Raton, Florida 33487
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.m iamidade.gov/economy
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Atlas Armor Hurricane Screens" Flexible Wind Abatement System
APPROVAL DOCUMENT: Drawing No. AD12-60, titled "Atlas Armor Hurricane Screens", sheets 1 through
10 Of 10, prepared by -MC Engineering, Inc., dated March 04, 2019, last revision #2 dated March 04, 2019, signed
and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice
of Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the
following statement: "Miami -Dade County Product Control Approved and NOA number, per TAS-201, TAS-
202, and TAS-203, unless otherwise noted herein.
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 #17-0426.11 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E4
as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E. M.S.
MIAMMADE COUNTY NOA No. 19-0415.03
f �'ow r f Expiration Date: 04/18/2023
Approval Date: 06/06/2019
061 Pagel
Atlas Armor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-1107.05
A. DRAWINGS
1. Drawing No. AD12-60, titled "Gladiator Screening Systems ", sheets 1 through 10 Of
10, prepared by MCY Engineering, Inc., dated April 03, 2013, signed and sealed by
Yiping Wang, P.E., on April 04, 2013.
B. TESTS
1. Test report on Uniform Static Air Pressure Test of Gladiator Screening System
Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI-11-3340, dated December 12, 2011, signed and
sealed by Rafael E. Droz-Seda, P.E.
2. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator
Screening System Flexible Hurricane Wind Abatement System, prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI41-3341, dated December 12, 2011,
signed and sealed by Rafael E. Droz-Seda, P.E.
3. Test report on Uniform Static Air Pressure Test of Gladiator Screening System
Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI41-3343, dated December 12, 2011, signed and
sealed by Rafael E. Droz-Seda, P.E.
4. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator
Screening System Flexible Hurricane Wind Abatement System, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI41-3336, dated December
12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E.
5. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator
Screening System Flexible Hurricane Wind Abatement System, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI424057, dated September
21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test report on Uniform Static Air Pressure Test of Gladiator Screening System
Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI424056, dated September 21, 2012, signed and
sealed by Rafael E. Droz-Seda, P.E.
7. Test report on Uniform Static Air Pressure Test of Gladiator Screening System
Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI41-3335, dated December 12, 2011, signed and
sealed by Rafael E. Droz-Seda, P.E.
8. Test report on Uniform Static Air Pressure Test of Gladiator Screening System
Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI424060, dated September 21, 2012, signed and
sealed by Rafael E. Droz-Seda, P.E.
w J11&141�
° elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0415.03
Expiration Date: 04/18/2023
Approval Date: 06/06/2019
E-1
AtiaS Armor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
9. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator
Screening System Flexible Hurricane Wind Abatement System, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI424061, dated September
215 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
10. Compressive Strength of Cylindrical Concrete Specimens, per ASTM C39-12,
prepared by Hurricane Engineering & Testing, Inc., Report No. HETI41-C173,
dated October 02, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
11. Compressive Strength of Grout, per ASTM C3942, prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI-11-072, dated October 02, 2012,
signed and sealed by Rafael E. Droz-Seda, P.E.
12. Breaking Strength and Elongation of Textile Fabrics Grab Test per ASTM D 5034-09
prepared by Hurricane Engineering & Testing, Inc., Report No. HETI42-T121,
dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
13. Breaking Strength and Elongation of Textile Fabrics Grab Test per ASTM D 5034-09
prepared by Hurricane Engineering & Testing, Inc., Report No. HETI42-T122,
dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
14. Sewn Seams Strength Using Grab Tensile Test per ASTM D 1683.11 a prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI42-T123, dated September
21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
15. Breaking Force and elongation of Textile fabrics per ASTMD 63840/ASTMD 5035-
11 prepared by Hurricane Engineering & Testing, Inc., Report No. HETI42-U108,
dated July 24, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
16. Breaking Force and elongation of Textile fabrics per ASTMD 638.10/ASTMD 5035-
11 prepared by Hurricane Engineering & Testing, Inc., Report No. HETI42-U109,
dated July 24, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
17. Accelerated Weathering Using Xenon Arc light Apparatus per ASTM G 155-05a
prepared by Hurricane Engineering & Testing, Inc., Report No. HETI42 A403,
dated July 24, 2012, signed and sealed by Rafael E. Droz-Seda, P.E.
18. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator
Screening System Flexible Hurricane Wind Abatement System, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI-11-3345, dated December
12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E.
19. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator
Screening System Flexible Hurricane Wind Abatement System, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI41-3344, dated December
12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E.
0
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0415.03
Expiration Date: 04/18/2023
Approval Date: 06/06/2019
E-2
Atlas Armor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Comparative Analysis and Anchor calculations dated November 03, 2012, Pages L-1,
L-2, D-1, TR-1, A-1 through A-31, R-1 through R-3, T-1 through T-SS, prepared by
MCYEngineering, Inc., signed and sealed by Yiping Wang, P.E.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. Fabric specifications.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0811.17
A. DRAWINGS
1. Drawing No. AD12-60, titled "Gladiator Screening Systems ", sheets 1 through 10 Of
10, prepared by MCYEngineering, Inc., dated April 03, 2013, last revision #1 dated
October 13, 2015, signed and sealed by Yiping Wang, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor calculations dated October 12, 2015, Pages L-1, L-2, D-1, TR-1, A-1 through
A-36, R-1 through R-S, prepared by MCY Engineering, Inc., signed and sealed by
Yiping Wang, P.E., on October I5, 2015.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. Fabric specifications.
E-3
' Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0415.03
Expiration Date: 04/18/2023
Approval Date: 06/06/2019
Atlas Armor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0426.11
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources,
E. MATERIAL CERTIFICATIONS
1. None.
4. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. AD12-60, titled "Atlas Armor Hurricane Screens ", sheets 1 through 10
Of 10, prepared by MCY Engineering, Inc., dated March 04, 2019, last revision 92
dated March 04, 2019, signed and sealed by Yiping Wang, P.E.
B. TESTS
1. None,
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
E-4
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0415.03
Expiration Date: 04/18/2023
Approval Date: 06/06/2019
0
0
N
TRACK TO TRACK (TT)
230" MAX. SPAN
SCREEN WIDTH
Ya" TEKS SCREWS-
1 21" FROM EA. END &
43" O.C. MAX. TYP.
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ATLAS ARMOR HURRICANE SCREEN SYSTEM WITH HOUSING
GENERAL NOTES:
a
(SEE CHART ON
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DESIGN LOADS V.S. SCREEN WIDTH
SEE CHART ON SHEET 3
—Ya" TEKS SCREWS
21" FROM EA. END &
43" O.C. MAX. TYP.
-THE ROLLING SCREEN SYSTEM IS NON -POROUS LARGE/SMALL MISSILE IMPACT PROTECTION -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL
DEVICE. IT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
6TH EDITION FLORIDA BUILDING CODE (2017) EDITION. FOR USE INSIDE OF THE HIGH -MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS THAT COME INTO CONTACT WITH OTHER
VELOCITY HURRICANE ZONE (HVHZ). DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE (2017)
-THIS PRODUCT HAVE BEEN TESTED AS PER FBC 2017 TAS 201, 202 (STRUCTURAL WIND LOAD
ONLY) AND 203 FOR LARGE/SMALL MISSILE IMPACT. THE SYSTEM IS ALSO TESTED AS PER
ASTM D635-06, ASTM D2843-99, ASTM D1929-96 AND ASTM G155.
-THIS PRODUCT HAS SUCCESSFULLY PASSED THE EXTENDED WEATHERING TEST (ASTM
G-155) FOR DAILY USAGE IN FULL SPECTRUM SUNLIGHT.
- DESIGN LOAD SHALL BE DETERMINED BASED ON BASIC WIND SPEED, BUILDING HEIGHT AND
WIND ZONE USING APPLICABLE ASCE 7-10 STANDARD.
- DESIGN LOAD OBTAINED FROM ASCE 7-10 (ULTIMATE LOAD), MULTIPLY BY 0.6, SHALL BE
LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT.
- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO..
SECTION AS APPLICABLE.
- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/E.O.R. TO VERIFY THAT THE EXISTING STRUCTURE
OR APPROVED MULLION IS DESIGNED TO SUPPORT Fx & Fy FORCES AT END OF TRACK. FOR Fx & Fy REFER TO
CHART ON SHEET 3.
- ROLLUP MECHANISM IS NOT PART OF THIS APPROVAL. CARE SHOULD BE TAKEN WHEN SCREEN IS IN MOTION
TO ENSURE THAT PERSONAL INJURY OR DAMAGE TO THIS PRODUCT DOES NOT OCCUR.
-ALL SCREEN PANELS SHALL BE PERMANENTLY LABELED,
IN A READILY VISIBLE LOCATION, WITH AT LEAST ONE LABEL
STATING:
ATLAS ARMOR, INC.
22909 IRONWEDGE DRIVE
BOCA RATON, FL 33433
MIAMI DADS COUNTY
PRODUCT CONTROL APPROVAL
MIAMI DADE COUNTY
F.LORIfiJA'REGISTRATfON
PE #55983
CQN. ' 286i
DATE 03-04-2019
SCALE
AS
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5.5
5.5
5.5
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5.5
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5.5
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5.5
5.5
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C.A.N. 28677 SCALE AS NOTED
DRAWN yIN
�f4er PROJECT MCY 12-135
DRAWING N0.
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MIAMI DADE COUNTY SHEET 4 OF 10
MAR 2 1 2019
DETAILS !A'D TRACKS
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CONCRETE 3/4"
fc'=3000 PSI MIN
A OPTION 2
3" MIN
EDGE DIST. 3/8" POWERS WEDGE BOLT
5 W/ 2 1/2" MIN. EMBEDMENT
INTO CONCRETE. FOR 3" MIN,
SPACING SEE CHART ON EDGE DIST.
3/8" POWERS WEDGE BOLT W/ SHEET 3
2 1/2" MIN. EMBEDMENT INTO CONCRETE
CONCRETE. FOR SPACING SEE fc'=3000 PSI MIN
CHART ON SHEET 3
/ CJ /� CONCRETE
/ �J/ f '-3000 PSI MIN
1/4 - 14 SDS 3 1/2"
FROM BOTTOM
&4"O.C.
DETAILS WITH HEAVY DUTY TRACKS
5
3/8" POWERS WEDGE BOLT W/
1/4 - 14 SDS 3 1/2"
FROM BOTTOM
& 4110 .C.
3/4
B OPTION 2
CONCRETE. FOR SPACING SEE
CHART ON SHEET 3 3/4"
9 12 OR 6
� 1
z o -
a
ih r
CONCRETE
_ fc'=3000 PSI MI 3/4" 3 10
1/4 - 14 SIDS 3 1/2" 3 1/4" (TT) TRACK TO TRACK
FROM BOTTOM
& 4" O.C. (FW) FINISHED WIDTH
A OPTION 2
ANCHOR
3/8" DIA. WEDGE BOLT BY: "POWERS" Fu =100 KSI Fy= 65KS1
3" MIN.
EDGE DIST.
CONCRETE
fc'=3000 PSI MIN
m
3/8" POWERS WEDGE BOLT
W/ 2 1/2" MIN. EMBEDMENT
INTO CONCRETE, FOR
SPACING SEE CHART ON
SHEET 3
1/4 - 14 SDS 3 1/2"
FROM BOTTOM &
y)
1
(Ti TRACK TO TRACK
(FW) FINISHED WIDTH
B OPTION 2
3
3" MIN.
-;EDGE DIST.
10
(FW) FINISHED WIDTH
C OPTION 2
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PEJ55983 DATE 03-04-2019
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C.A.N. 28677I SCATS AS NOTED
.DRAWN
YIN
x
PROJECT RCY 12-135
4
p /
t ( DRAWING N0.
AD12-60
MIAMI DADE COUNTY SHEET 5 OF 10
1
(TT) TRACK TO TRACK
5
5/16"-12 S/S TEKS INTO 1/4"
THK STEEL OR ALUMINUM,
FOR SPACING SEE CHART
ON SHEET 3
3 9 2
1/4 - 14 SDS 3 1/2"
FROM BOTTOM
OPTION 3
A --
DETAILS WITH HEAVY DUN TRACKS
N�
1/4 - 14 SDS 3 1/2"
FROM BOTTOM
5/16"-12 S/S TEKS INTO 1!4"
THK STEEL OR ALUMINUM.
FOR SPACING SEE CHART
�N SHEET 3
3/4
1/4" THK. MIN. STEEL OR
MIAMI-DADE COUNTY
APPROVED ALUM. MULLION
5/16"-12 S/S TEKS INTO 1/4"
THK STEEL OR ALUMINUM,
FOR SPACING SEE CHART
pN SHEET 3
IN. 1/4" THK. MIN. STEEL
fP � MIAMI-DADE COUNT
APPROVED ALUM. M
I
0" IN.
YP.
I
5/16"-12 S/S TEKS INTO 1/4"
THK STEEL OR ALUMINUM.
FOR SPACING SEE CHART
�N SHEET 3
1/4" THK. MIN. STEEL OR
MIAMI-DADE COUNTY _
APPROVED ALUM. MULLIO
C OPTION 3
1/4" THK. MIN. STEEL O
MIAMI-DADE COUNTY
APPROVED ALUM. LLION
5/16"-12 S/S TEKS INTO 1/4"
THK STEEL OR ALUMINUM.
FOR SPACING SEE CHART
ON SHEET 3
E
5/16"-12 S/S TEKS INTO 1/4"
THK STEEL OR ALUMINUM. �1
FOR SPACING SEE CHART � - � MIN. TYP.
ON SHEET 3 0" MIN.
9 12 OR 6 3/4" I 9 TYP.
1/4-14SDS31/2"
1 1 3 3 1/4" 1� (TT) TRACK TO TRACK
FROM BOTTOM - 1/4 - 14 SDS 3 1/2" - l`'
& 4" O.C. � FROM BOTTOM a
_ � & 4" O.C. (FW) FINISHED WIDTH
�c7
1/4" THK. MIN. STEEL OR
MIAMI-DADE COUNTY
APPROVED ALUM. MULL
10
(FW) FINISHED WIDTH
OOPTION 3
TRACK TO TRACK
ANCHOR
5/16" ST./ST. TEKS SCREW Fu=100 KSI Fy= 65 KSI
Ec3
m
(FW) FINISHED WIDTH
B OPTION 3
TRACK TO TRACK
ATTACHMENT TO STEEL/ALUM.
A36TOR 6063-T5 MIN. 1/4" MIN. THK
C OPTION 3
0 1/4 14 S 3 1/2"
w ROM B TTOM
Mo
WOOD BUC
I WOOD STRUCTUR
SG=0.55 MIN
5/16" O ULTRACONS W/ 2"
MIN EMBEDMENT INTO
WOOD. FOR SPACING SEE
CHART ON SHEET 3
5/16" PJ ULTRACONS W/ 2"
MIN EMBEDMENT INTO
WOOD. FOR SPACING SEE
CHART ON SHEET 3
i 1
FROM BOTTOM
2 5/8" � (TT) TRACK TO TRACK
(FW) FINISHED WIDTH
A OPTION 4
DETAILS WITH HEAVY DUTY TRACK
5
0 1/4 14 S 3 1/2"
ROM B TOM
M �
WOOD BUC
WOOD STRUCTUR
SG=0.55 MIN
5/16" QJ ULTRACONS W/ 2"
MIN EMBEDMENT INTO
WOOD. FOR SPACING SEE
CHART ON SHEET 3
5/16" O ULTRACONS W/ 2"
MIN EMBEDMENT INTO
WOOD. FOR SPACING SEE
CHART ON SHEET 3
1
3 1/4" � (TT) TRACK TO TRACK
(FW) FINISHED WIDTH
A OPTION 4
ANCHOR
5/16" DIA. ULTRACONS BY'ELCO' (Fy=155 ksi Fu = 177 ksi)
3
1/4-14SDS31/2"-
FROM BOTTOM
C�--
3
EDGE DIS3
1
2 5/8" (TT) TRACK TO TRACK
(FW) FI—NIS�HED WIDTH
�r,� OPTION 4
3 1/8" MIN.
EDGE DISC
OR WOOD STR
0
10
3 1/4" � (TT) TRACK TO TRACK
(FW) FINISHED WIDTH
5/16" O ULTRACONS W/ 2"
MIN EMBEDMENT INTO
WOOD. FOR SPACING SEE
CHART ON SHEET 3
3 1/8" MIN.
EDGE DJ.�
� D BUCKS
WOOD STR URE
SG=0.55 MI
2
2 5/8" (TT) TRACK TO TRACK
(FW) FINISHED WIDTH
C OPTION 4
C OPTION 4
5/16" QJ ULTRACONS W/ 2"
MIN EMBEDMENT INTO
WOOD. FOR SPACING SEE
CHART ON SHEET 3
i
FOl
END OF FLAP
,� SCREEN BOTTOM EDGE
LD C
SUMMARY OF TEST RESULTS
HURRICANE
TEST
DESCRIPTION
TEST RESULT
MIAMI DADE COUNTY
ENGINEERING AND
STANDARDS
CRITERIA
TESTING NUMBER
ASTM D1929-96
SELF IGNITION TEMPERATURE (SIT)
SIT=751°F
ACCEPTABLE IF >650°F
TEL-01700388C
ASTM D635
RATE OF BURNING (CC1 / C-1)
CC1/C-1 LESS THAN
PASS IF < 1.0 IN./MIN
HETI-12-F108
1.0 IN./MIN.
ASTM D635
AVERAGE TIME OF BURNING
- - -
- - -
HETI-12-F108
ASTM D635
AVERAGE EXTENT OF BURNING
- - -
- - -
HETI-12-F108
ASTM D2843-99
SMOKE DENSITY (SDR)
SDR=10.6%
ACCEPTABLE IF <75%
TEL-01700388E
ASTM G155-05a
ACCELERATED WEATHERING
+7.2% DIFFERENCE
ACCEPTABLE IF <10%
HETI-12-A403
BREAKING STRENGTH &ELONGATION OF TEXTILE FABRICS
HURRICANE
TEST
MAX. FORCE
ELONGATION
ENGINEERING AND
TESTING NUMBER
ASTM D638 &ASTM
473 Ib/in
98.6%
HETI-12-U109
WEAK DIRECTION
D5035-11
ASTM D638 &ASTM
438.8 Ib/in
94.80%
HETI-12-U108
WEAK DIRECTION
D5035-11
ASTM D1683-11A
231.7 Ib/in
25.00%
HETI-12-T123
AT SEWN SEAMS
ASTM D5034-09
742.6 Ib/in
19.60%
HETI-12-T122
STRONG DIRECTION
ASTM D5034-09
449.8 Ib/in
74.60%
HETI-12-T121
WEAK DIRECTION
i
�'Ile�' �� SUBSTRATE;
1"
(2) 5/16" TAPCONS 1 3/4" MIN.
EMBED. AND 2 1/2" MIN. EDGE
DISTANCE INTO MASONRY
BALL BEARING ASSEMBLY
OR SIMU FREE END
PRODUCT COVER
CUSTOM HOOD/BRACKET
WALL MOUNT
1/4" TEKS SCREW
(1) PER ROTOR TUBE
3.93 in x 3,93 in x 1/8" THK,
STEEL BEARING PLATE
WITH (4) 1/4" SMS
WALL MOUNT BRACKET OPTIONS
1/8" ALUM. RIVETS OR #8 SS
SIDS
ROTOR TUBE
MOTOR ASSEMBLY
MIN. 0.040 ALUM, HOOD
OCTOGONALTUBE
SCREEN WEAVE
ALTERNATE SQUARE HOUSING
HOUSING ASSEMBLY DETAIL -OPTION
NOT PART OF THIS NOA
i
0.030" fd ARAMID
(HORIZONTAL)
0.027" fd POLYESTER
YARNS (VERTICAL)
1 SCREEN WEAVE
SCREEN SPAN <_84"
ALUMINUM ANGLE (6063-T6)
5
ALUMINUM TUBES (6063-T6)
6
2"x3"x1/4" OR 2"x4"x1/4"
C
2 ALUMINUM GUIDE RAIL (6063-T6) 10 ALUMINUM GUIDE RAIL (6063-T6)
o
m
0
3 ALUMINUM GUIDE RAIL CAP
(6063-T6)
ALUMINUM ROLLER TUBE
� (6063-T6)
2.000"
0
z� 000
a�
N O
0
4 BOTTOM WEIGHT
ITEM #
Lu
QTY.
PROFILE
DESCRIPTION
MATERIAL
MANUFACTURER/
REMARKS
1
AS READ.
T03A15899
SCREEN WOVEN
POLYESTER &
ARAMID
0.045" THICK /
TWITCHELL CORP.
2
2 EACH
-
STANDARD GUIDE RAIL
ALUM. 6063-T6
ATLAS ARMOR
3
2 EACH
-
GUIDE RAIL CAP
ALUM, 6063-T6
ATLAS ARMOR
4
1 OR 2 EACH
-
BOTTOM WEIGHT
STEEL
ATLAS ARMOR
4A
AS REQD.
-
BOTTOM WEIGHT BAR/US PATENT NO. 9382752
ALUM, 6063-T6
ATLAS ARMOR
5
AS REQD.
-
ALUMINUM ANGLE
ALUM. 6063-T6
ATLAS ARMOR
6
AS REQD.
-
ALUMINUM TUBE
ALUM, 6063-T6
ATLAS ARMOR
7
AS REQD.
-
ROLLER TUBE
ALUM. 6063-T6
ATLAS ARMOR
8
AS REQD.
-
ROLLER TUBE REINFORCEMENT
ALUM, 6063-T6
ATLAS ARMOR
9
1 PER SIDE
0.325 DIX
(3)1s" - BRAIDED ROPE
POLYPROPYLENE
ATLAS ARMOR
10
2 EACH
-
HEAVE DUTY GUIDE RAIL
ALUM. 6063-T6
ATLAS ARMOR
11
AS REQD.
-
ROLLER TUBE REINFORCEMENT
ALUM. 6063-T6
ATLAS ARMOR
12
AS REQD.
-
ALUMINUM TUBE
ALUM. 6063-T6
ATLAS ARMOR
13
AS REQD.
-
ALUMINUM ANGLE COVER 1"x2"x1/8"
ALUM. 6063-T6
ATLAS ARMOR
14
AS REQD.
-
SELF ADJUSTING BOTTOM BLADE
ALUM, 6063-T5
ATLAS ARMOR
8 ROLLOR TUBE REINFORCEMENT I 11 ROLLOR TUBE REINFORCEMENT OPTION
(6063-T6) (6063-T6)
3"
4"
ALUMINUM TUBES (6063-T6)
12 1"x3"x1/4" OR 1"x4"x%4'
13 ALUMINUM ANGLE (6063-T6)
14 SELF ADJUSTING BOTTOM BLADE
(ALU M. 6063-T5)
4A BOTTOM WEIGHT BAR
F.IE6oik" RF68TT,FATION
PE #55983
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DATE
03-04-2019
SCALE
AS NOTED
DRAWN
YIPI
PROJECT
MCY 12-135
DRAM] N0.
AD12-60
SHEET 10 OF 10