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Product Approval Menu > Product or Application Search > Aoollcation List > Application Detail
FL # FL15877-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
I
Product Manufacturer Storm Depot Of America, Inc. dba Storm -Busters
Address/Phone/Email 720 N. Harbor City Blvd. I
Melbourne, FL 32935
(321)242-6771
Info@ptc-corp.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
James Munch
info@ptc-corp.com
Shutters
Storm Panels
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
I
Florida Engineer or Architect Name who developed Robert J. Amoruso, P.E.
the Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Charles Pager, Fenestration, Technology, LLC
0 Validation Checklist - Hardcopy Received
Certificate of Independence FL15877 R2 COI CI 2108:Rev2 ss.odf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1929-96(2001)el
2012
ASTM D2843-99(2004)el
2010
ASTM D635
2010
ASTM D638
2003
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
ASTM G155
05a
TAS 201
1994
TAS 202
1994
TAS 203
r
1994
I
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Florida Building Code Online
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
��
Florida Licensed Professional Engineer or Architect
FL15877 R2 Eouiv EER 2108 Rev2 ss.Ddf
Method 1 Option D
10/18/2017
10/20/2017
10/24/2017
12/12/2017
10/20/2020
#
Model, Number or Name
Description
15877.1
16MM Clearviewp Polycarbonate
48" x 96" Polycarbonate Storm Panels - Direct Mount
Storm Panels - Direct Mount
L Use
Installation Instructions
Approved for use In HVHZ: No
FL15877 R2 II, STB0022 Rev B NON-HVHZ ss.Ddf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other:
FL15877 R2 AE PER 2108 Rev2 ss.odf
Created by Independent Third Party: Yes
15877.2
16MM Clearviewp Polycarbonate
Storm Panels - Direct Mount
96" x 80" Polycarbonate Storm Panels - Direct Mount
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15877 R2 II; STB0022 Rev B NON-HVHZ ss.odf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other:
FL15877 R2 AE PER 2108 Rev2 ss.odf
Created by Independent Third Party: Yes
15877.3
16MM Clearviewp Polycarbonate
Storm Panels - Direct Mount
75" x 66" Polycarbonate Storm Panels - Direct Mount
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15877 R2 II STB0022 Rev B NON-HVHZ ss.Ddf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other:
FL15877 R2 AE PER 2108 Rev2 ss.odf
Created by Independent Third Party: Yes
15877.4 16MM Clearviewp Polycarbonate 48" x 96" Polycarbonate Storm Panels - Direct Mount - HVHZ
Storm Panels - Direct Mount LMI
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15877 R2 II STB0013 REV C HVHZ ss.odf
Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: FL15877 R2 AE PER 2108 Rev2 ss.Ddf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 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
mail 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
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:
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securityet�•xres
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STORM DEPOT OF AMERICA, INC
O DBA STORM BUSTERS
16MM CLEARVIEW POLYCARB ONTE STORM PANELS FOR NON-HVHZ
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:
1. THIS PRODUCT WAS TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
(FBC) - BUILDING AND RESIDENTIAL VOLUME REQUIREMENTS, WIND ZONE4, MISSILE LEVEL D AT THE DESIGN
_ PRESSURES) STATED HEREIN._--
2. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE
FENESTRATION (WALL OPENING) IN ALL DIRECTIONS AND BE SET FLUSH WITH THE WALL SURFACE TO THE GREATEST
EXTEND POSSIBLE.
3. WHEN INSTALLED AS INDICATED, THE PRODUCT HEREIN IS CONSIDERED A NON -POROUS IMPACT PROTECTIVE SYSTEM
AND WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ), NO MINIMUM SEPARATION FROM THE
PROTECTED FENESTRATION ASSEMBLY IS REQUIRED. THIS IMPACT PROTECTIVE SYSTEM IS NOT APPROVED FOR USE
IN THE HIGH VELOCITY HURRICANCE ZONE (HVHZ).
4. THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE AS A FENESTRATION PROTECTION DEVICE DURING PERIODS
OF HIGH WINDS. THE STORM PANEL IS TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A PERMANENT PART
OF THE STRUCTURE (ALTHOUGH THE INSTALLATION ANCHORS SHALL REMAIN A PERMANENT PART OF THE
STRUCTURE).
5. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
6. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
7. MAXIMUM PANEL SIZE: 48" x 96", 96" x 80" AND 75" x 66" (TWIN WITH PANEL CONNECTOR).
S. PANELS MAY BE MOUNTED HORIZONTALLY OR VERTICALLY AS REQUIRED.
9. THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE / MASONRY AND WOOD INSTALLATION ANCHORAGE
CONNECTIONS. THESE DETAILS MAY BE USED INTERCHANGEABLE AS FIELD CONDITIONS DICTATE.
10. STORM PANEL MATERIAL: POLYCARBONATE. SEE TABLE BELOW FOR MATERIAL PROPERTIES DEMONSTRATING
COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
BRETT MARTIN LTD. MARLON ST PRODUCT PROPERTIES (BOM ITEM NO. 1)
TEST DESCRIPTION
TEST METHOD
AVERAGE RESULTS
SELF IGNITION TEMPERATURE
ASTM D1929
2500-C (982'F)
FLASH IGNITION TEMPERATURE
ASTM D1929
459"C (858'F)
SMOKE DENSITY RATING _
ASTM D2843
53.1
LINEAR RATE OF BURN
ASTM D635
CC1 RATING
TENSILE STRENGTH (MEAN)
ASTM D638 *
8730 PSI
F 9223 PSI
BEFORE I AFTER I
* THE CHANGE IN THE AVERAGE TENSILE STRESS OF THIS MATERIAL BETWEEN THE
UNEXPOSED AND 4500 HOUR ASTM G 26 WEATHEROMETER EXPOSED SAMPLES WAS
5.6 PERCENT.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. — -THE NUMBER OF INSTALLATION -ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS Tom USED FOR
PRODUCT INSTALLATION.
3. INSTALLATION DETAILS INTO WOOD AND CONCRETEIMASONRY SUBSTRATES INCLUDING DETAILS FOR BRICK
VENEER OVER WOOD AND CONCREfEWASONRY SUBSTRATES ARE SHOWN IN THE FOLLOWING.
3.1. ELEVATIONS SHOWING ANCHOR LAYOUT ON SHEETS 3.4 AND 5.
32. SECTIONS SHOWING ANCHOR TYPES, SIZES, EMBEDMENTS AND EDGE DISTANCES ON SHEETS 6 AND 7.
4. CONCRETE SCREW ANCHOR MANUFACTURERS SHOWN IN BILL OR MATERIALS ON SHEET S. TYPICAL
COMMERCIALLY AVAILABLE COMPONENTS ARE ACCEPTABLE FOR WOOD SCREWS, BOLTS AND OTHER FASTENING
COMPONENTS SHOWN IN BILL OF MATERIALS ON SHEET 8.
5. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO,
FOAM, BRICK VENEER AND SIDING).
6. FOR CONCRETE. BLOCK APPLICATIONS, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
8. INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A WOOD - MINIMUM SPECIFIC GRAVITY IS 0.42.
B. CONCRETE - MINIMUM.COMPRESSIVE STRENGTH OF 2500 psi AND COMPLIES WITH ACI 301.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM DENSITY.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE
TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
3
ANCHOR SCHEDULES
3
ELEVATION AND ANCHOR LAYOUT
4
ELEVATION AND ANCHOR LAYOUT
5
ELEVATION AND ANCHOR LAYOUT
6
SECTIONS
7
SECTIONS
8
COMPONENT, BOM & HORIZ. SECTION
OA PANEL SIZE
DESIGN PRESSURE
IMPACT RATING
RATING (PSF)
48" X 96"
350.0
WIND ZONE 4
MISSILE LEVEL D
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96" X 80"
t50.0
75" X 66"
360.0
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ITEM NO.
ANCHOR
ANCHOR DIA. (IN)
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DISTANCE
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CONCRETE
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MALE PANELMATE
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2
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1 3/4
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2
- - SUBSTRATE - --- ---
- BOM
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- -- ANCHOR - --
ANCHOR DIA: (IN)
MIN.
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(IN)
MIN EDGE
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(IN)
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(ASTM C90, Medium Weight
Densi
2
TAPCON SG
1/4"
1 1/4
1 1/4
5
PANELMATE TVAS
1/4"
1 1/4
1 1/4
10
MALE PANELMATE
1/4"
1 1/4
2
11
FEMALE PANELMATE
1/4"
1 1/4
2
MIN.
MIN EDGE
SUBSTRATE
BOM
ITEM NO.
ANCHOR
ANCHOR DIA. (IN)
EMBEDMENT
(IN)
DISTANCE
(IN)
2
TAPCON SG
1/4"
1 3/4
1 1/4
GROUTED FILLED BLOCK
5
PANELMATETVA
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1 1/4
1 1/4
10
MALE PANELMATE
1/4"
1 1/4
2
(ASTM C90, Medium Weight
Density w/o Grout Filling per
11
12
FEMALE PANELMATE
SAMMYS SSC
1/4"
1/4"
1 1/4
NR
2
NR
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13
SAMMYS SSW
1/4"
NR
NR
14
PANELMATE INSERT
1/4" - 20
1 1/2
1 3/4
NR =NOT RECOMMENDED
MIN.
MIN EDGE
SUBSTRATE
ITEM NO.
ANCHOR
ANCHOR DIA. (IN)
EMBEDMENT
(IN)
DISTANCE
(IN)
2
TAPCON SG
1/4"
1 1/2
3/4
5
PANELMATE WAS
1/4"
1 1/2
3/4
10
MALE PANELMATE
1/4"
1 7/8
3/4
11
FEMALE PANELMATE
1/4"
1 7/8
3/4
WOOD
12
SAMMYS SSC
1/4"
1 1/2
3/4
(SG=0:42)
13
SAMMYS SSW
1/4"
1 1/2
3/4
14
PANELMATE INSERT
1/4" - 20
1 5/8
3/4
ALL POINTS SLOTTED
15
BRASS WOOD
1/4" - 20 X 5/8"
7/8
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ELEVATION NOTE 1: ANCHOR LAYOUT
HORIZONTAL OR VERTICAL SECTION VIEWS
EXTERIOR VIEW SHOWN ON SHEETS 6 AND 7 APPLICABLE EXTERIOR VIEW
96" X 80" PANEL THIS ELEVATION 96" X 80" PANEL.
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OVERALL PANEL WIDTH 75"
37" MAX 37" MAX
PANEL WIDTH PANEL WIDTH
ELEVATION
EXTERIOR VIEW
75" X 66" PANEL
MAX.
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66"
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4' MIN. PANEL /
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MALEPANELMAT&TAPCONSG
SPECIFIC NOTES:
1. MINIMUM SEX BOLT THREAD ENGAGEMENT OF 1/4' ON TVAS ANCHOR. WINGNUT
MAY BE USED IN LIEU OF SEX BOLT IF THREADED STUD LENGTH PROJECTION WILL
ALLOW FULL THICKNESS THREAD ENGAGEMENT OF WINGNUT ON ANCHOR STUD. IF
NANGNUT IS USED. ONLY ONE STEEL WASHER IS REQUIRED.
2. WINGNUT TO ACHIEVE FULL THICKNESS THREAD ENGAGEMENT ON ANCHOR STUD.
3. BOLT LENGTH TO ACHIEVE 12' MIN. THREAD ENGAGEMENT INTO INSTALLATION
ANCHORS.
4. CHOOSE PANELMATE INSERT LENGTH TO SATISFY COMBINED EMBEDMENT DEPTH
AND FINISH THICKNESS.
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G 2X WOOD FRAME SUBSTRATE
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EXTERIOR FINISH DN: cn=RobertJ.AmorS
BY OTHERS Du=PTG Product Design Group, `
ema�robert@ptc-corp.com, c=US II
15 Date:2015.10.0115:22:58-04'00' F
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
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4- MIN. PANEL / WALL LAP
SEE SPECIFIC
B NOTES3
(ON SHEET 6)
EXTERIOR 4 16
EXTERIOR FINISH
BY OTHERS
INTERIOR
MINIMUM
SEE ANCHOR
SCHEDULES SHEET
2X WOOD FRAMING BY OTHERS—�—
MINIMUM EDGE DISTANCE
SEE ANCHOR
SCHEDULES SHEET
HORIZ. OR VERT. SECTION
G 2X WOOD FRAME SUBSTRATE
FEMALE PANELMATFJ TIW SAMMYS SSC
C MIN. PANEL /
WALL LAP
C MIN. PANEL / WALLLAP SEE SPECIFIC
NOTES 3 6
SEE SPECIFIC (ON SHEET 6)
6 NOTES3
(ON SHEET 8)
18 4
EXTERIOR 16 EXTERIOR
4
INTERIOR
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n'ii .. .. • 14 NOTES4
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F4'MIN. PANEL/
WALL LAP
SEE SPECIFIC
NOTES3 6
(ON SHEET 6)
16 4 EXTERIOR
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• • r. 1
ERIOR FINISH
BY OTHERS
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• 74 NOTES
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INTERIOR
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DigitallysignedbyRobertJ. N
Amoroso tff ----may 10
EXTERIOR FINISH DN: cn=RobertJ.AmorS
BY OTHERS Du=PTG Product Design Group, `
ema�robert@ptc-corp.com, c=US II
15 Date:2015.10.0115:22:58-04'00' F
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
SEEANCHOR
SCHEDULES SHEET
y) HORIZ. OR VERT. SEC]
L 2X WOOD FRAME SUBSTRATE
ALL POINTS BRASS BUSHING
F4'MIN. PANEL/
WALL LAP
SEE SPECIFIC
NOTES3 6
(ON SHEET 6)
16 4 EXTERIOR
INTERIOR
MINIMUM EMBEDMENT
SEEANCHOR
SCHEDULES SHEET2 -
• • r. 1
ERIOR FINISH
BY OTHERS
%I
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• 74 NOTES
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EXTERIOR Florida P.E. No. 49752 ¢
`, t yeiES j4a B
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INTERIOR
i @
'90y `iA Os :b4i,
���ryniONA ,E�.J 19
DigitallysignedbyRobertJ. N
Amoroso tff ----may 10
EXTERIOR FINISH DN: cn=RobertJ.AmorS
BY OTHERS Du=PTG Product Design Group, `
ema�robert@ptc-corp.com, c=US II
15 Date:2015.10.0115:22:58-04'00' F
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
SEEANCHOR
SCHEDULES SHEET
y) HORIZ. OR VERT. SEC]
L 2X WOOD FRAME SUBSTRATE
ALL POINTS BRASS BUSHING
4' MIN. PANEL / y
WALL LAP
SEE SPECIFIC
g NOTES3
(ON SHEET 6)
4
76
MINIMUM EMBEDMENT
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N N
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EXTERIOR Florida P.E. No. 49752 ¢
`, t yeiES j4a B
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INTERIOR
i @
'90y `iA Os :b4i,
���ryniONA ,E�.J 19
DigitallysignedbyRobertJ. N
Amoroso tff ----may 10
EXTERIOR FINISH DN: cn=RobertJ.AmorS
BY OTHERS Du=PTG Product Design Group, `
ema�robert@ptc-corp.com, c=US II
15 Date:2015.10.0115:22:58-04'00' F
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
SEEANCHOR
SCHEDULES SHEET
y) HORIZ. OR VERT. SEC]
L 2X WOOD FRAME SUBSTRATE
ALL POINTS BRASS BUSHING
!2 o 9 m
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EXTERIOR Florida P.E. No. 49752 ¢
`, t yeiES j4a B
�O��Ge N3•.•�q%per Lq,
INTERIOR
i @
'90y `iA Os :b4i,
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DigitallysignedbyRobertJ. N
Amoroso tff ----may 10
EXTERIOR FINISH DN: cn=RobertJ.AmorS
BY OTHERS Du=PTG Product Design Group, `
ema�robert@ptc-corp.com, c=US II
15 Date:2015.10.0115:22:58-04'00' F
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
SEEANCHOR
SCHEDULES SHEET
y) HORIZ. OR VERT. SEC]
L 2X WOOD FRAME SUBSTRATE
ALL POINTS BRASS BUSHING
F
ili,
Pk
0
J 6
t
RooertJ.Amoruw
EXTERIOR Florida P.E. No. 49752 ¢
`, t yeiES j4a B
�O��Ge N3•.•�q%per Lq,
INTERIOR
i @
'90y `iA Os :b4i,
���ryniONA ,E�.J 19
DigitallysignedbyRobertJ. N
Amoroso tff ----may 10
EXTERIOR FINISH DN: cn=RobertJ.AmorS
BY OTHERS Du=PTG Product Design Group, `
ema�robert@ptc-corp.com, c=US II
15 Date:2015.10.0115:22:58-04'00' F
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
SEEANCHOR
SCHEDULES SHEET
y) HORIZ. OR VERT. SEC]
L 2X WOOD FRAME SUBSTRATE
ALL POINTS BRASS BUSHING
2X WOOD FRAMING
BY OTHERS
MINIMUM EDGE DISTANCE
SEEANCHOR
SCHEDULES SHEET
y) HORIZ. OR VERT. SEC]
L 2X WOOD FRAME SUBSTRATE
ALL POINTS BRASS BUSHING