HomeMy WebLinkAboutEngineering Evaluation ReportDecember 12, 2017
Engineering Evaluation Report
Report No.: TBA 15-0428.01
Prepared by:
Theodore Berman, P.E.
Florida Professional Engineer
Manufacturer:
Armor Screen Corporation
2744 Hillsboro Road
West Palm Beach, FL 33405
Product Line:
No.09814
Ted Berman and Associates, LLC
Certificate of Authorization # 21502
Armor Screen HVHZ Hemcord Rolliup System
Product Description:
A flexible wind abatement and Impact Protective System.
Code Compliance:
The above mentioned product has Ibeen evaluated for compliance with the requirements of the
Florida Building Code 6' Edition (2017) and as Per Rule 61G20-3.
Supporting Documents:
a) Fenestration Testing Laboratory, Inc., File No.: 07-482, Lab No.: 5174, Report No.:01
Fenestration Testing Labo atory, Inc., File No.: 07-482, Lab No.: 5180, Report No.:02
Fenestration Testing Labo atory, Inc., File No.: 07-482, Lab No.: 5279, Report No.:03
ASTM E330, ASTM E1886, ASTM E1996
b) Fenestration Testing Laboi
Fenestration Testing Laboi
ASTM E330, ASTM E1886,
ry, Inc., File No.: 07-482, Lab No.: 5446, Report No.:04
ry, Inc., File No.: 08-482, Lab No.: 5533, Report No.:01
M E1996, TAS 201, TAS 202, TAS 203
7970 Biscayne Point Cir., Miami Beach, FL 33141
Phones: (305) 868-4707
Fax: (786) 206-6017
www.flproductapproval.com
Ted Berman and Associates, LLC
Certificate of Authorization # 27502
c) Installation Instructions, Armor Screen HVHZ Hemcord Roll -up. System, Revision Date
04/28/2015, Verified by Theodore Berman, P.E.
Limitations and Conditions of
• Maximum allowable design pressure: +110/-110 psf
• Maximum Span: Hemcord 192"
• All supporting host structures shall support the superimposed loads indicated on Installation
Instructions.
• This product is for use within and outside of the High Velocity Hurricane Zones (HVHZ).
• The separation from glass is required only when system is installed within Wind Zone 4, High
Velocity Hurricane Zone arid Essential Facilities.
• Mullion shall not be used wwithin Wind Zone 4, High Velocity Hurricane Zone and Essential Facilities.
• For outside of the High Velocity Hurricane Zones the system is considered non -porous.
• Product Data shall be in accordance with Installation Instructions, Armor Screen HVHZ Hemcord
Roll -up System, Revision D to 12/12/2017.
• Product shall be installed into substrates shown on Installation Instructions not to exceed the
spacing indicated. Anchor embedment shall be beyond wall dressing or stucco.
• Anchor design on concrete in accordance to ACI 318 Appendix D uncracked section.
• Site conditions that deviate from the details on the Installation Instructions will require further
analysis from a licensed Professional Engineer.
• All components that are permanently installed shall be protected from contamination and
corrosion.
Quality Assurance:
The manufacturer has demonstrated compliance of products in accordance with the Florida Building
Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an
approved quality assurance entity:
National Accreditation and Management Institute (FBC Organization ID# QUA1789)
Each product shall be labeled in accordance with the requirements of the quality assurance entity and
shall indicate marking as indicatedlon Installation Instructions.
2
7970 Biscayne Point Cir, Miami Beach, FL 33141
Phones: (305) 868-4707
Fax: (786) 206-6017
www.flproductapr)rova1.com
Certification of Independence:
Please note that Theodore Berman
manufacturing or distributing the p
P.E. does not have nor will acquire
of the listed product(s).
Ted Berman and Associates, LLC
Certificate of Authorization # 27502
P.E., does not have nor will acquire a financial interest in any company
�oduct(s) for which this report is being issued. Also, Theodore Berman,
i financial interest in any other entity involved in the approval process
No 09814
4
*°�`S `► it •►a•�.,��q
°Pr �ONA�
12/12,2017
Ted Berman and Associates, LLC
Certificate of Authorization No. 27502
7970 Biscayne Point Cir., Miami Beach, FL 33141
Phones: (305) 868-4707
Fax: (786) 206-6017
www.flproductapproval.com
f� 3ao R= 8
GENERAL NOTES: ARMOR SCREEN HEMCORD:.ROLL-UP SYSTEM'
• This Flexible Wind Abatement / Impact Protection System is for use within and outside the
high velocity hurricane zone (HVHZ - Miaml-Dade & Broward Counties). Separation- from
glass is required only when system is installed within wind zone 4, high velocity hurricane
zone and on essential facilities,
• The design loads are calculated in accordance with the Florida Building Code 6th Edition
(2017) and ASCE 7-10. Pressures obtained under ASCE 7-10 may be multiplied by 0.6.
• Testing meets Florida Building Code 5th Edition (2014);•TAS 201; TAS 202; TAS 203;
ASTM E'330-02; ASTM E 1996-05 Lever E; and ASTM E 1886-05 per Sections 1620 and.
1626 and fulfills its requirement for opening protection.
Testing performed by Fenestration Testing Laboratory, Inc: Medley, FL:.
Test Reports: Date: 01/28/07 File 907-482• ' Lab #5174 , ' Report #01
Date: 01/28/07. - File #07-482 :Lab #5180' Report #02
Date:.08/25/07 File #07-482 Lab #5279 Report #03
Date: 12/07/07 File #07-482 'Lab #5446 • ' Report # -4 _
Date: ' O1J08/08 Fla #08-482 tab #5533 - Report#01
• Has been tested for resistance to btiming,,smoke, ignition, temperature and weathering;
ASTM C158, ASTM D 635-C1, ASTM D' 638, ASTM D 1928 and ASTM 'G 155.
• The pores in Armor Screen are small enough .that the surface tension of water causes .
the barrier screen to become solid in the presence of rain, and prevents damaging
voluminous water intrusion; even from torrenNal'rains:
In dry conditions, the pores remain open, and based on testing, allow approximately 3% of
the wind to pass through.
• The unbreached envelope -Criterion js met since the system is considered 'non -porous'
and remains intact under impact and air pressure'loading. This envelope criterion is
met when the system encloses the protected opening all around.
• Product Marking:, • A permanent label shall be fixed to the screen barrier with the following
statement: 'Armor Screen Corporation, West. Palm Beach; FL, Testing Standards, Current
FBC Number, Job Name and Screen Opening/Number, Patented and Patents Pending, US
Patent No. 6176050".
PRODUCT DATA:
• Geosynthetic hurricane screen: The hurricane screen shall be produced from a
Polypropylene, woven geotextile fabric with filaments woven such that the filaments retain
dimensional stability relative to each other.
The woven geoteztile fabric shall have the following minimum average roll values:.
Grab Textile Strength (ASTM D4632)-
425 x 325 LBS
Puncture Strength (ASTM D4833).
130 LBS
Mullen Burst (ASTM D3786)
675 PSI -
Trapezoidal Tear (ASTM D4533)
150 x 125 LBS
Wide Width Tensile Strength '(ASTM D4595) •
225 ik 205 LBS/IN
Thickness .(ASTM D5190 .
20 MIL.
Wide Width Elongation (ASTM D4595)
22 x 21%
Apparent Opening Size
30 US STD Sieve -
Percentage of Open Area
5%
LIMITATIONS OF USE:
Maximum Span 192 Inches Hemcord
Maximum Design Pressure +110 /-110 PSF
• The design pressure.may be increased 5% for negative
loads.
• Span equals the distance between the primary rows of fasteners .
sow aaas�,3
INSTALLATION NOTES:
• Deflection Is the minimum glass separation measured at mid span of the screen and.
subject to rational analysis and may be achieved by using Storm Bars,
• All specifications to be equivalent or greater in product.
• All Aluminum Extrusions.to be minimum .6063-T6 or as indicated.
The thickness of typical lacing materials i.e. stucco, siding, stone, brick, -pavers, etc.
are not to be considered part of the anchor embedment Longer fasteners,may be
used to allow for facing materials.
• Anchor embedment shall be in face shell,' not mortar.joints.
• The screens may be'installed'al any height on the structure as long as the design
.Pressure rating'for the screens is not'exceeded.
• All fasteners shall be corrosion resistant as.speaified In the IRC, IBC and FBC.
In instances where a screen is made up of two pieces of fabric or.ior repair purposes,
a flat felt seam or triple layer hem wiili' a minimum of two rows of double lock stitch
-thread-is-acceptable:The fabric homes m staan and lengths such as 17 wide, therefore for
screens.that are larger.; two pieces are seamed together as'rio(ed above;
• Roll -up must be installed plumb and level for proper functionality..
Ail Geosynthetio Hurricane Screen assembly details depicted within these drawings are typical for the.
.installation of this wind / rain abatement and Impact system only. All other building components shown
herein are depicted as szisting or samples and not constructed by the screen company.
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.DATE:
01/03/11
REV.
DATE:
1 VI V2017
' DWG #:
201-2010
SCALE:.
N.T.S.
SHEET:
1 of 12
ROLL -UP SCREEN
ELEVATION -
r- r---z A
MULTI UNIT ROLL -UP SCREEN
ELEVATION ,
GASKET
• (Optional
ROLL -UP BOTTOM RAIL
6063-T6 Aluminum
2Y."
4'tD 14'
Coat Side
Ph"
Access Ho e
Side PaR
ROLL -UP SIDE RAIL
60fi3-T6 Aluminum
Yoo Aluminum Pop Al
Murnim" Hood Back ma cryp) S,
Ron Form .040' Aluminum Gear Plate or
Bracket
0
Sx 7
Arbular
mcitor
Steel Or AlUmImInn Tube —Odm cap
a lswdd..
AdjuMatfie
sk—Ing PIM
PUM 0
War wn-
Hood
Rog Form AW
Aluminum
Armor Screen
va- ROLL -UP
F 05 .. FWEnd Q3p 'ASSEMBLY
OPHor,21 Storm Bar Ahzrkm=Stnx*urgl MUMon
T be (Nde: For Muffien Bulid-Oul
Sw Page ffefI2j. "Pload
Approved
DelL fiadw. --E]
Ammuret!
Anchor
EIW Cap
Sift FW..
Tye ...
I All
ounting eracwt
c.ryp)
Denedion Deflection
. . ........ Span Span
TOW
NOT Sp -
,I *' ROW to UkUf7rlate Product HPPrOv8l for Storm bar data
2.* Thstorm PIR. the anchor I screen span Into multiple
sParts, each ol"Which 19 Used to determine the minimum
donecgor.
3.'Multipfe storm bars may be used within the allowable span.
4.. An aluminum sxtmjsk)nS lobe 6063-T6 m1nirnurn.
5. For Munion details, see sheet 6.
END:CAP MOUNTING BRACKET
SECTION D - D'
HEMCORD-ROLL-UP
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NO 6981.4
STATE 01F.
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THEODGIRE SBUAM PZ
No. OU314
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W-Te -01/03/11
DATE: .'121121201
-DWG 201-201C
M—AL—E.N.T.S.
SHE—ET--2--0T-1.,
Approved
• Existing Structure (ryp)
nY
"Concrete, Filed CMU, Metal
Hotlaw CMU or Ttrnber
•.
Edm
e� .. 'a
T.
TNd—
Mehor.
Access Hole
SECTION B - B 'TYPE 1
SECTION B_B_TYPE
VALL MOUNT INSTALLATION
TRAPPED TUBE INSTALL/
2'x4"x(Ye'ory')
2' x.3' x ()'a' or y') .
3' X 3' x d' or Y4')
3'x4'x(Ye'orY4')-
2j'x2j'xj'
.. •, j� .. Ems_,
'd
Approved
Approved
Detledlon
O
Anchor.S.
4....
a
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•W J.
z d' LL or CCV
'Approved
. e., :a ApprotietlArxhor.
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Anchor.
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Q' m
•Aoaees Hole
`Access Hole
Access Hole
TRAPPED ANGLE 'INSTALLATION
2•X2•X•,I-
.2''X 3' X A•
• a. .. •E.6. .�
,i.l"-one.ro
Storm Bar Bracket
SECTION B - B - TYPE 4 Span
BUILD -OUT INSTALLATION
2"X4'Xd7orY')
4-X 4-xCVe or y')
NOTES: 3' x 4' x (J''or4")
1. Refer to the appropriate product approval for storm bar data.
2. The storm bar splits the anchor screen span Into multiple spans,
each of which Is used to determine the minimum deflection.
3. Multiple storm bars may be used within the allowable span.
4. Afl aturnInum extrusions to,be 6063-TG minimum.
5. Mount all build out tubes with widest side against the structure
Approved
51ovn Bar used when
quired. Sae page 5
fordetells.
SECTION B _ B -TYPE 5
BUILD -OUT INSTALLATION
Vx3'x(Ys'ory')
2'.x 3'.x d' or y')
.3'x3"xd'orY')
4'x3"x(Ya'orY4')'
Anchor. . Approved
Approved
Hole
SECTION C - C.' TYPE 1'
STRUCTURAL POST FOR MULLION
1"x4"xd'QrY1)
2"x4'x(Ya'ory')
3"x4'xd'orV4-)
4' x 4'. x (Va' or y'),
HEMCORD ROLL -UP
SIDE_ RAIL. DETAILS
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DATE:
ovoalm
REV.
DA
12/12/2017
DWG #:
201-2010
SCALE:
N.T.S.
SHEET:
4 of 12
v I vnrvP a. i f50LC
Storm Bar Span /'Length 3� 4m 5� : 6' 8'
a
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Max. PSF Per Deflection Table •
4
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Deflection � Per Deflection Table
Offset i 4
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1 Reserved
4
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2 Reserved
Gtazing
=
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Co. = m o
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Alum. Tube
3
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Q
1" x 2" x y" 6063-TB x .
Wall---
afl�
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2 ' .M
a Alum. Tube
Z
Q M
2' x 2" x Y" 6063-T6 X' '• X X
f
5 AIUm. Tube
2 x 4" xYe' 8061-T6 X x X
1
Removable Pins orBolt 8 Nut
LPermanent ftew,—�_
6--11um. Tube
Alleclrment°wtlh:4 #12x1`Screvrs.
SuppoifPolot8tonrtBar(lyp,)
$
2^ x 4' x Y," eoel-Ts. x x x x
support Pant or tone Bar't[yp.)
,�
`N E
ALTERNATE' BRACKETS
_m
U
Alum. Tube
2" x s^ xY" 6o63-Ts x x X X -.x
2" x 2" x 1Y2" x y"
to
V ' o cn r, m
ALUMINUM ANGLE
N �9.•a o
8 Alum..Tube
Cn d' LL �-G
Q . o. �.
2" x 6" xY" 6061 T6- x x X x: x :x x
Offset
s '0 0
Alum. Tube -
m a m ui g
2" X 8" XY" 6061-T8 X x" ' X x x X X X
mE
STORM BAR NOTES:.
Wall—
E
1. The storm bar system is designed to achieve deflection and may utilize one
LO
m N.N
.or more storm bars. The offset may be increased with blocking at the
� � o,
support.
2. Storm bars maybe positioned horizontal; vertical or as re4
required.
GI
3. The storm bar bracket may be permanent or removable and attached to the.
s .
nds dosed with a vinyl cap
;
`pOORE QF '•.�
structure using two (2) approved ya inch anchors. Refer to pages 8 -- 12. •
2" x 6" Aluminum Tube
4. Use "Deflection" span and'positive wind pressure to determine the
(Optional)
¢
No osa'ta ;2
minimum separation between screen and glazing.
eac
5. Use "anchor" span and negative wind pressure to determine fastener size
STORM BAR'$ BRACKET
�7
{ "'STATE OF
and spacing.
6. Storm Bars #3, #4, #5, and #6, screen width supported by storm bars all
Aluminum "H" Bracket
be equal to span or 6' maximum. For.screens wider than maximum '
use multiple storm bars.
7. See Table D-1.1 on Sheet 7 of 12.
TME".PE
,,0•0,,14
3" Clevis
DATE:: 01/03/11
2" Pin Zinc
REV.0. ATE: 12/12/2017
"DWG
#. 201-2010
Cot r Pin Zinc
BRACKET 6063-T6
'.SCALE::
S.CALE: N•.T.S.
SHEET.:5 of 12
MULLION
Type
Size
A
4x4-1/4"
B
4 x 6'-1/4"'
C
4x8--1/4"
MAX. SCREEN WIDTH
•PSF
65 •
75.
.90 1.110
WIDTH -
MULLION SELECTION CHART
' PSF
HT
.
:35 .145.155
65'
75
90
110
12'. ..
'B....'C.
=C
C.
.C...`
B.
13
8'.
"'A '
'' A'
B
B:
B.
..B
B'
6'
A.
' A:
-A: I.A
•
'A:
-A.
•.A
5'
A''•A
•:A
A-
:A.
-A
:A -
TABLE A (3,000 PSI Concrete).-
-Mullion
Type
Anchor.Detail
Min: Errtb.
Fast er Detail
A'
4 x 4 - 3/16" 6063-T6 Alum. Clip Angle (4) 1/4" Tapdon .
1 a^
4"714 Teks
B `
4 x-6 - 3/16" 6063-T6 Alum: Clip Angle (8) 1/4" •Tapcon
j 4^
(6) ;"-14 Teks• -
C "
4 x 8=.3/16" 6063-T6 Alum: Clip Angle (8) 3LDT Anchor
'/8"
3 Z' '
. (6) 4"-28 Teks
'A'& B: 2" x Depth of Mullion. x 1" 6063-T6 Alum. Clip. Angle.
"C: 8" x Depth of Mullion x J" 6063-T6 Alum: Clip Angie 1"•from edge -of steel a 6"• O:C. .
Mullion _—See Table A Anchor D II.
M
O O O O
Mullion mounted to.
top a bottom or Alum: Clip Angle
or Into Grout
Filled CMU. See Table A Fastener Detail.
MULLION CONNECTION DETAIL /
ROLL -UPS
0
NOTES:.
1. All mullions to be Aluminum 6061-T6.
2:
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W'
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Mullion shalt not be used ithln Wind Zone 4; High .
W -�
w ao d
Velocity Hurricane Zc and Essential Facilities.
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ut 'o t `o pp��
o .- c�
3: All Screws &' Faste rs shall'be.corrosion resistant..
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•4. LaFger dimensio f Mullion shalf be perpendi6ulat to
•0 U
.�:= E;�
Screen.
p. a._
5: Mullion steal a used with Screen on both sides; not •
a' w'
�
►� .a v
isolated' comer.
3000 PSI Concrete
or Grout Filled
CMU.
•See Mulfion Connection Detail.
0 Housing
Mullion
See Mullion Connection Detail.
3000 PSI Concrete
MULLION ELEVATION
•ROLL-U�
MULLION DIAGRAM
ui •12.�R E
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No :098ia :y?
V .
9 STATE OF
TIEODORE 68MAN. PE
Am 09014
.. 1417rA17
DATE: 01/03/11
REV. 12/12/2017
.DAT.E: • .
DWG'#: 201-2010
SCALE: N.T.S.
SHEET: 6 of •12