HomeMy WebLinkAboutAPPROVED armor screen product approval062520212115/2.021 Florida Building Code Online
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FL #
FL812-R10
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived O
Product Manufacturer Armor Screen Corp.
Address/Phone/Email 2744 Hillsboro Road
West Palm Beach, FL 33405
(561) 841-8890
dougt@armorscreen.com
Authorized Signature Douglas Turner
dougt@armorscreen.com
Technical Representative Douglas Turner
Address/Phone/Email 1883 Old Okeechobee Road
West Palm Beach, FL 33409
(561)841-8890
dougt@armorscreen.com
Quality Assurance Representative Douglas Turner
Address/Phone/Email 1881 Old Okeechobee Road
West Palm Beach, FL 33409
(561)841-8890
dougt@armorscreen.com
Category Impact Protective Systems
Subcategory Removable
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Theodore Berman, P.E.
Evaluation Report
Florida License PE-09814
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Simon Segal, P.E.
0 Validation Checklist - Hardcopy Received
Certificate of Independence
FL812 RI0 COi Armor Screen C of Independence.pd
Referenced Standard and Year (of Standard) Standard Year
._............. ..... ,.1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
E 812 RSO Eouly Armor Screen FL812 (2024)-W
www.floddabuifding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtpLMWt941Rx8J%a2fK5Q2CMu1rWQg4sNhW44%3d 1/2
2/15/2,021
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/26/2020
10/26/2020
11/02/2020
12/15/2020
FL #
Model, Number or Name
Description
812.1
Armor Screen Series 2000
Flexible Wind Abatement / Impact Protection System
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL812 R10 iI FL812 s Series 2000 Buckle Strap/ p rov
rev10.19.2020 (1)_pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Theodore Berman, P.E. No. 09814
Design Pressure: +130/-130
Created by Independent Third Party: No
Other: This system Is not for use in the high velocity hurricane
Evaluation Reports
zone (H.V.H.Z.). Glass separation is required for installations
FL812 R10 AE Armor Screen FL812 12020),pdf
within wind zone 4 and on essential facilities. The un-breached
Created by Independent Third Party: Yes
envelope criterion is met since the system is considered 'non-
porous' and remains intact under impact and air pressure
loading. The system is to enclose the protected opening all
around.
Back Next
Contact Us :: 2601 8la1r Stone Road. Tallahassee Fl. 32392 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovrlght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Sea
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
®®� �cnKk
Credit Card
Safe
www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtpLMWt94IRx8J%2fi<5Q2CMuIrWQg4sNhW44*/o3d _ 2/2
7/15/2021
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Florida Building Code Online
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Florida
°
�) Product Approval
USER: Public User
:L.V r�rt tl t:� cs
Product Agprovai Menu > Product or AgWil;AUq
Search > Agplication List > Application Detail
•
FL #
FL812-R10
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Armor Screen Corp.
Address/Phone/Email 2744 Hillsboro Road
West Palm Beach, FL 33405
(561) 841-8890
dougt@armorscreen.com
Authorized Signature Douglas Turner
dougt@armorscreen.com
Technical Representative Douglas Turner
Address/Phone/Email 1883 Old Okeechobee Road
West Palm Beach, FL 33409
(561) 841-8890
dougt@armorscreen.com
Quality Assurance Representative Douglas Turner
Address/Phone/Email 1881 Old Okeechobee Road
West Palm Beach, FL 33409
(561) 841-8890
dougt@armorscreen.com
Category Impact Protective Systems
Subcategory Removable
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
_1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Theodore Berman, P.E.
Evaluation Report
Florida License PE-09814
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Simon Segal, P.E.
- Validation Checklist -Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FI R12 R10 COI Armor Screen C of Independence•pd
Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
f1-812 R10 Eauly Armor Screen FL812 f2020)ypjff
www.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtpLMWt94l Rx8J%2fK5Q2CMuIrWQg4sNhW44°/a3d 1/2
2/,15/2021
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/26/2020
10/26/2020
11/02/2020
12/15/2020
FL #
Model, Number or Name
Description
812.1
Armor Screen Series 2000
Flexible Wind Abatement / Impact Protection System
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL812 R10 II FL812 s Series 2000 Buckle Strap Ap r v I
rev10.19.2020 (1)zp�f
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Theodore Berman, P.E. No. 09814
Design Pressure: +130/-130
Created by Independent Third Party: No
Other: This system is not for use in the high velocity hurricane
Evaluation Reports
zone (H.V.H.Z.). Glass separation is required for installations
FL812 RI 0 AE Armor Screen FL812 (2020),.p-d-f
within wind zone 4 and on essential facilities. The un-breached
Created by Independent Third Party: Yes
envelope criterion is met since the system is considered 'non-
porous' and remains intact under impact and air pressure
loading. The system Is to enclose the protected opening all
around.
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
MPW
= eCheck
Credit Card
Safe
www.floridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgtpLMWt941 Rx8J%2fl<5Q2CMu1 rWQg4sNhW44%3d 2/2
Armor Screen is a flexible wind abatement and Impact protection system utilizing a woven
monofilament geotextile that fulfills the Florida Building Code 7th Edition (2020) requirement for
opening protection. This system is for use outside the high velocity hurricane zone (HVHZ -
Miami -Dade & Broward Counties). For information on use of this system within the HVHZ, refer to
Armor Screen's Miami -Dade Notice of Acceptance (NOA) available on the Miami -Dade Product
Control website. Separation from glass is required only when system is installed within wind zone
4 and on essential facilities.
Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene,
woven monofilament geotextile fabric with individual filaments woven into a basket weave network
and calendered such that the filaments retain dimensional stability relative to each other. The
woven monofilament geotextile fabric shall have the following minimum average roll values:
Grab Tensile 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 x 205 LBS/IN
Wide Width Elongation
(ASTM D4595)
22 x 21 %
Apparent Opening Size
30 US STD SIEVE.
Percentage of Open Area
5%
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THEODORE BERMAN.P.E
NO. M14
10/19/2020
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 torrential rains.
In dry conditions, the pores remain open, and based on testing, allow approximately 3% of the wind to pass through.
Barrier can be mounted with opposing primary anchored perimeters in vertical, horizontal or any alignment appropriate to the
structure being protected.
Design loads are calculated in accordance with the Forida Building Code 7th Edition (2020) and ASCE 7-16. Pressures obtained under
ASCE 7-16 may be multiplied by 6.0.
Testing meets Florida Building Code 7th Edition; TAS 201; TAS 202; TAS 203 per Sections 1620 and 1626 and fulfills its requirement for
opening protection.
Product marking - a label shall be affixed to the barrier with the following statement:
"Armor Screen Corporation, Florida Building Code Approved"
ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE
DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION
SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND
NOT CONSTRUCTED BY THE SCREEN COMPANY.
EXAMPLES OF TYPICAL INSTALLATIONS
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REVISION „4 ,.-',_,
DATE:_ .1 Q/19/2Q20 _
DATE: 04/23/15
SCALE: N.T.S.
ANGLED INVERTED WIND❑W STRAIGHT BALCONY
SHEET: 1 of 9
-rm ll. 1 AnchnrSoacina Anchor Choices*
Span
1' O/C 2' 0/C
1 *
2*
3'
4*
In feet
Design Pressure"
318" open eye
318" bolt
112" open eye
1/2" bolt
4'
130
65
X
X
X
X
6'
130
65
X
X
X
6'
92.75
46
X
X
X
X
8'
130
90
X
8'
130
65
X
X
8'
115
58
X
X
X
8'
68.75
34
X
X
X
X
10,
130
90
X
10,
130
65
X
X
X
10,
94.75
47
X
X
X
X
12'
130
90
X
IT
130
65
X
X
2'
120
60
X
X
X
12
69.75
35
X
X
X
X
14'
130
80
X
14'
130
65
X
X
14'
120
- - -a
X _
-- - X
X
14'
64.75
32
X
X
X
X
16'
130
75
X
16'
130
65
X
X
IV
110
55
X
X
X
16'
60
34.25
X
X
X
X
20'
58
- 34 - ---
- — - — _
X
X
24'
48
24
X
X
CONCRETE: * Table is intended for drop -in and LDT anchors in concrete. \\�
WOOD: Lag anchoring (incl. LDT) into wood as follows
Column 1*: 3/8" thread, 1.75" penetration into SYP (0.55 sg)
Column 2*: 3/8" thread, 3.1" penetration into SYP
Column 3*: 1/2" thread, 3.0" penetration Into SYP
Column 4*: 1/2" thread, 3.7" penetration into SYP
EARTH: * Specified earth anchor may be used with any of table choices.
HOLLOW BLOCK: Column 1*, approved epoxy anchoring system for 3/8" & 1/2" thre;
NOTE: — Design pressure may be increased by 5% for negati%e loads
TRACK SYSTEM: Table applies to track system, anchored with two 5/16" fasteners p
cleat, as follows:
- into hollow block, min. 1 1/4" embed can be Installed as in column 1*
- into concrete, min. 1 3/4" embed can be installed as in column 3*
- into concrete, min. 2" embed can be installed as in column 4*
- into wood (SYP. sg. 0.55), min. 1" embed can be installed as in column 1*
- into wood (SYP. sg. 0.55), min. 2" embed installed as In column 3*
NOTES:
Anchor Spacing: varies irnsrsely with pressure and is subject to rational analysis.
Span: is measured anchor to anchor.
ANCHOR SPECIFICATION:
Part numbers: 3/8" Lag Anchor (AS9038S)
1/2" Lag Anchor (AS9012S)
Tapcon 5/16", 3/8", and 1/2" LDT can anchor in both wood and concrete
Drop4n Anchor. 3/8" Steel Drop -in anchor In 3000 PSI (min.) concrete, 1 518" min.
1/2" Steel Drop -in Anchor in 3000 PSI (min.) concrete_, 2" min._
embedment (H3012S)
Earth Anchor. Proprietary System: Stabilized 1/2" x 30" shaft with 4" helix
Working load 3150 LBS. (E7912P)
Soil Class: 5 (medium dense coarse sand)
Epoxy Anchor. Equal to Red Head umbrella inserts and screens with C7 adheshe.
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NO.09814
10/19/2020
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DATE: 10/19/2020
DATE: 04/23/15
I SCALE: N.T.S. I
SHEET: 2 of 9
3l8" or 1/2"
SEE: TABLE 1
ALTERNATE ANCHORING
LAG, TURNED EYE OR PLAIN
LDT
TRACK
REMOVEABLE LAG
(AS3012S,AS9038S)
INSTALLED VERTICAL ONLY
INTO THE TRUSS MEMBER
WITH 3/4" MIN. EDGE /
DISTANCE.
)r 1/2"DROP-IN ANCHORS
SHEET 1 ANCHOR SPECS,
TYPICAL ONE STORY ASSEMBLY
INSTALLATION
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EYE or BOLT
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DATE: 10/19/2020--
DATE: 04/23/15
SCALE: N.T.S.
SHEET: 3 of 9
SPAN
4'
5'
6'
8'
9191,
MAX. PSF
135
86
60
135
60
DEFLECTION
5.5"
6.1"
6.7".
8.5"
16"
SYP 2" X 6"
X
X
X
ALUM.TUBE
2" x 6" x 1/8"
X
SYP4"X8"
X
- DEFLECTION: ACHEIVED BY ONE OR
MORE STORM BARS AND MAY BE
INCREASED WITH BLOCKING
-ALUM. TUBE TO BE TYPE 6061-T6
-ANCHOR ENDS WITH 5/16" X 1-1/2" TAPCON
MIN. OR WITH ALUM. MTD BRACKET AND
TWO 1/4" X ONE 1/2" TAPCON
-SUBJECT TO RATIONAL ANALYSIS
ALTERNATE ASSEMBLY INSTALLATION 24'ocSE,TABLET
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- - - - - - - DATE: --10/19/2020-- - --- ....
DATE: 04/23/15
SCALE: N.T.S.
SHEET: 4 of 9
3000 PSI CONCRETE
STRUCTURAL MEMBER
EXISTING WD ROOF TRUSSES
AT 24' O.C.
TRUSS GUSSET PLATE
FOR ANCHOR INSTALLATION
MAINTAIN AT LEAST MIN.
EDGE DISTANCE AND FULL
CAPACITY SPACING FROM
HANDRAIL ANCHORS
BALCONY SCREEN
ALTERNATE
ASSEMBLY
INSTALLATION
CLOSED ON SIDES AND
BOTTOM
ANCHORED AT LOWER CORNERS
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WINDOW SCREEN
SHEET: 5 of 9
SIDE VIEW
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SYNTHETIC FIBER STRAP
(PRODUCT NO. M-170H).TO BE
SEWN INTO GEOSYNTHETIC
FIBER MATERIALCMay
incorporate snap hook or
D-ring; Part No.s
AS-5214,
H5100, AS9138,
? AS9112.1
TOP WEAVE Of
GEOSYNTHETIC
_ ? MATERIAL
TOP STRAP DETAIL
FINISH
EARTH ANCHOR, --_�
SEE ANCHOR SPECIFICATIONS
ON SHEET 2 OF 9. SOIL SHALL 6
BE MIN. CLASS 5 (MEDIUM `
DENSE COURSE SAND).
QREE``%
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WELLINGTON SYNTHETIC FIBER STRAP
PRODUCT NO. M-170H
(OR APPROVED EQUAL) TO BE SEWN
INTO GEOSYNTHETIC FIBER MATERIAL
'--BUCKLE W/ STRAP AND TRIGLIDE
SEE SECTION "J/6 OF 7"
BOTTOM STRAP DETAIL
CAT EARTH ANCHOR)
4- J9'WEAVE NOT SHOWN FOR
CLARITY, AND STRAP
i-1 C❑NFIGURATIDN
CONC EXTERIOR
SLAB
WELLINGTON SYNTHETIC FIBER STRAP
PRODUCT NO, M-170H
(OR APPROVED EQUAL) TO BE SEWN
INTO GEOSYNTHETIC FIBER MATERIAL
1/2' OR 3/8' RAWL DROP -IN ANCHORS
SEE ANCHOR SPECS. ON SHEET 2 BUCKLE W/ TRIGLIDE,
SEE SECTION "J/6 OF 7"
BOTTOM STRAP DETAIL
CAT ANCHORAGE INTO CONCRETE)
THEODORE BEAMAN,P.E.
NO.09814
10n9l2020
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DATE: --10/19/2020 - - - - - -
I DATE: 04/23/15 I
SCALE: N.T.S. I
--%---SUPER CONTOURED MODEL BUCKLE
BY NEXUS
SHEET: 6 of 9
3/8' STEEL LAG ---
1-v� 11 LAG THREAD TURNED
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3/8" CARRIAGE BOLT
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SHEET: 8 of 9