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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL14110-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Custom Hurricane Products Inc.
Address/Phone/Email 4643 73rd st e
Bradenton, FL 34203
(866) 568-3520
admin@ezmaxfl.com
Authorized Signature Robert Deli
admin@ezmaxfl.com
Technical Representative Wayne Slusser
Address/Phone/Email 2024 58th Avenue Circle E
Bradenton, FL 34203
(866)568-3520
wayne@ customhurricaneproducts.com
Quality Assurance Representative Wayne Slusser
Address/Phone/Email 2024 58th Avenue Circle E
Bradenton, FL 34203
(866)568-3520
wayne@ custom hurricaneproducts.com
Category Shutters
Subcategory Fabric Storm Panel
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the David G, Karins
Evaluation Report
Florida License PE-52677
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By John Henry Kampmann Jr,
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL14110 RS COI Certificate of Independence.pdf
Standard
ASTM E330
TAS 201-94
TAS 202-94
TAS 203-94
Year
2002
2010
2010
2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/20/2020
Date Validated
10/22/2020
Date Pending FBC Approval
10/28/2020
Date Approved
12/15/2020
Summary of Products
F
FL #
Model, Number or Name
Description
14110.1
EZ Screen Max
EZ Screen Max - 20 mil 1000/6 Polypropylene mesh fabric storm
panel.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
1`71-14110 R5 II F7Screen Installation Instructions 1 pdf
FL14110 1 II F7Screen Installation Instructions 2 Dd€
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Architectural Testing, Inc. tan Intertek companv) -
Design Pressure: +60/-60
West Palm Beach, FL
Other: Glass separation is required for Wind Zone 4 and all
Created by Independent Third Party: Yes
wind zones for essential facilities, See Installation Drawings for
Evaluation Reports
separation requirements.
FL14110 R5 AE Evaluation Report.Ddf
Created by Independent Third Party: Yes
Batk F7,771
Contact Us : 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is ar AAIEED employer. Cop-yj�ight 2007-2013 State of Florida.:: ZLLEiiic 5tatem.ent :: Acccessibility. Statement :: Mfuhd Statement
Under Florida law, email addresses are public records. If you do not wart your a -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 pubic record. If you do not wish to supply a personal address, please
provide the Department with or email address which can be made available to the pubic. To determine if you are a licensee under Chapter 455, F.S., please click here
Product Approval Accepts:
® eChRX
Credit Card
Safe
OPTIONAL COURTESY
STRAPS OR GROMMET
® TOP AND/OR BOTTOM
"NOTE: OVERLAP DETAIL IS OPTIONAL.
SCREEN MAY BE SINGLE OR MULTI -PANEL
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
----- STRAP & BRACKET
I MIN. 20 MIL � I
E
3
POLYPROPYLENE SCREEN STRAP & BUCKLE I
f
70" MAXIMUM ON CENTER I
c
-
�_
1.2
STRAP & BUCKLE
a
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z
OVERLAP
I ONE SPACE I°
I #3 GROMMET
2
°I------------------ ---------------------- -I°
I
1.2
3 GROMMET 2" THERMO-SEALED POLYPROPYLENE WEBBING
I°
FRONT AND BACK PERIMETER OF SCREEN
I? — — — — — — — — — — — — — r —
1 , TYPICAL AT EDGE
„ 17'-8" or W (CLEAR SPAN)
TYP. EXTERIOR ELEVATION i
SCALE: N.T.S.
GENERAL NOTES:
1. CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX' HAS BEEN DESIGNED
AND TESTED IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE - 7TH
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT,
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES.
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE
EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS MAXIMUM
ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL POLYPROPYLENE, WOVEN USING 138
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE BREAKING
TEST STRENGTH OF 15 LBS.
6. GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT FOR WIND
ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES. SEE DEFLECTION
AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES ON SHEET 1.
SCREEN FABRIC SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES: +l- 60 PSF.
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9.
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NOTE:
-FASTENING OF SCREEN SHALL BE GROMMETS, STRAP &
BUCKLE, STRAP & BRACKET, OR ANY COMBINATION. ONLY
ONE TYPE OF CONNECTION IS PERMITTED PER SIDE.
-CONNECTION WRAPS OF SUPPORT POST ARE PERMITTED.
-ONLY BUCKLES CAN BE PLACED ON OPPOSITE SIDE ON
ONE SIDE OF SCREEN TO ALLOW FOR EGRESS OF OPENING.
GLASS SEPARATION + SCREEN DEFLECTION TABLE W/O STORM BARS
W (CLEAR SPAN)
212"
192"
168"
144"
120"
02" or LESS
SEPARATION DISTANCES BETWEEN
33.1"
31"
28"
25"
22"
15"
PROTECTED GLAZING AND SCREEN
AT ZONE 4 AND ESSENTIAL BUILDINGS
SCREEN DEFLECTION TABLE W/ STORM BARS
W OR CLEAR SPAN
96"
84"
72"
60"
48"
36"
30"
TOTAL DEFLECTION OF SCREEN
*1.4"
*1.4"
*1.4"
*1.4"
*1.4"
*1.2"
*1"
AND STORM BAR SYSTEM
SEPARATION DISTANCES
BETWEEN PROTECTED GLAZING
5.1"
5.1"
5.1"
5.1"
5.1"
5.1"
5.1"
AND SCREEN AT ZONE 4 and
ESSENTIAL BUILDINGS
PRODUCT LABEL:
CUSTOM HURRICANE PRODUCTS
2024 58th Ave Circle East
Bradenton, FL 34203
THIS PRODUCT SHALL BE INSTALLED AND USED ONLY AS INTENDED
PER THE INSTALLATION INSTRUCTIONS. THIS PRODUCT DOES NOT
MEET ASTM D1929, ASTM E84, ASTM D2843, ASTM D635, AAMA 1600,
OR ASTM G15, ASTM D2526, ASTM D256
FLORIDA BUILDING COMMISSION APPROVAL: FL#14110.1
TEST STANDARDS: TAS 201, TAS 202, TAS 203, ASTM E330-02
OPENING #
DO NOT REMOVE LABEL
LOADS ON STRUCTURE
60 PSF
W
TENSION
SHEAR
17'-8
1097 FT
531
FT
16'-0
993 FT
480
FT
14'-0
869 FT
420
FT
12'-0
745 FT
360
FT
10'-0
621 FT
300
FT
8'-6"
OR <
528 #/FT
255 #/FT
GROMMET SPACING TABLE
60 PSF
W
SPACING
SHEAR REACTION
17'-8
7" O.C.
309
16'-0
7" O.C.
280
14'-0
8 O.C.
280
12'-0
10" O.C.
300
10'-0
12" O.C.
300
8'-6"
OR <
14" O.C.
298 #
NOTE: GROMMETS SHALL NOT BE USED
IN TRAP MOUNT CONFIGURATIONS
LOADS ARE PER FASTENER
0
SHEAR— j
NOTE: FOR LOADS ON STRUCTURES FOR
WIND PRESSURES LESS THAN 60 PSF,
VALUES IN THE TABLE MAYBE
OBTAINED BY THE FOLLOWING FORMULA:
*TOTAL DEFLECTION OF THE SYSTEM FOR POSITIVE PRESSURES. GLASS VALUE FROM TABLE X PRESSURE DESIRED/60 PS
SEPARATION OF I" IS REQUIRED.
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BUILDING CODES.
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1626 Ringling Boulevard, Suite 400
Sarasota, FL 34236
(941) 927-8525/ Fax (941) 927-8075
David�G r400 �
FL. ati # 5 7lA
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MIN. 20 MIL
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FRONT AND BACK PERIMETER OF SCREEN
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NOTE: TYPICAL 14 O.C. FOR BRACKETS & BUCKLES U.N.O. GROMMET
SEE SHEET 2.1 a THRU 2.1 f
TYP. EXTERIOR ELEVATION 1
SCALE: N.T.S.
FASTENER APPROPRIATE FOR
SUBSTRATE
GENERAL NOTES:
1. CUSTOM HURRICANE PROD UCTS'EZ-SCREENS MAX' HAS BEEN DESIGNED
AND TESTED IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE - 7TH
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT,
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES.
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE
EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS MAXIMUM
ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL POLYPROPYLENE, WOVEN USING 138
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE BREAKING
TEST STRENGTH OF 15 LBS.
6. GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT FOR WIND
ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES. SEE DEFLECTION
AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES ON SHEET 1.
SCREEN FABRIC SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES: +l- 60 PSF.
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9.
2" THERMO-SEALED
POLYPROPYLENE
WEBBING FRONT AND
BACK PERIMETER OF
SCREEN
PRODUCT LABEL:
CUSTOM HURRICANE PRODUCTS
2024 58th Ave Circle East
Bradenton, FL 34203
THIS PRODUCT SHALL BE INSTALLED AND USED ONLY AS INTENDED
PER THE INSTALLATION INSTRUCTIONS. THIS PRODUCT DOES NOT
MEET ASTM D1929, ASTM E84, ASTM D2843, ASTM D635, AAMA 1600,
OR ASTM G15, ASTM D2526, ASTM D256
FLORIDA BUILDING COMMISSION APPROVAL: FL#14110.1
TEST STANDARDS: TAS 201, TAS 202, TAS 203, ASTM E330-02
OPENING #
DO NOT REMOVE LABEL
FASTENER APPROPRIATE FOR
SUBSTRATE.
MOUNTING BRACKET
PASS STRAP THROUGH
SLOT IN MOUNTING
BRACKET =
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CONCRETE, STEEL,
OR WOOD SUBSTRATE
PASS STRAP THROUGH
CAM -LOCK BUCK TO
REMOVE SAG FROM
SCREEN FABRIC
OPYLENE SCREEN FABRIC
MOUNTING SECTION
SCALE: 3 =1 —0 2
BUCKLE STRAP
STITCHED TO FACE OF
SCREEN FABRIC
EMBE
ADJUSTABLE STRAP
STITCHED TO WEBBING
SCREEN FABRIC
MOUNTING SECTION
SCALE: 3"=1'— 0" k1V3
TO THE BEST OF MY KNOWLEDGE
AND ABILITY, THE COMPLETED
STRUCTURE DEPICTED ON THESE
PLANS COMPLIES WITH APPLICABLE
MINIMUM BUILDING CODES.
FV7mmms
EH9iHEERaH®
FL. Cert. of Auth. # 8371
1626 Ringling Boulevard, Suite 400
Sarasota, FL 34236
(941) 927-852� F�x�(,,41) 927-8075
David C1.Kdriin��SS..PE
FL. tgg`sotiok�k52k�
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SUBSTRATE EMBED/ U
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TRAP MOUNT SHALL BE VERTICAL N �P' e_ o
w/ EDGES AGAINST THE o 0.468"0
STRUCTURE ON ALL SIDES o
N "vo,2"0 �125�
" 0.312"0
Of
g 0.187 TYp. 0MIN. 0.187 TYP.
U MIN, TYP. THICKNESS MIN, TYP.
NOTE: TRAP MOUNT IS ACCEPTABLE FOR
BRACKET ONLY AND NOT FOR ACCEPTABLE THICK MIN. z
FOR GROMMETS 2.500" 2.500" THICKNESS w O
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GENERAL NOTES: N - TO ABILITHE YT OF ,
COKNOWLEDGE U 0 U O
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O PLANS COMPLIES WITH APPLICABLE LLI 0— cl�
1. CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX' HAS BEEN DESIGNED MINIMUM BUILDING CODES. — J
AND TESTED IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE - 7TH _
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT, 0.125 MIN. 0 Z_
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH VELOCITY HURRICANE ZONES. THICKNESS KA R N S
"
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE 2.500" 1.1 88 ENOINEERINO
EZ-SCREENS. "
FL. Cert. of Auth. # 8371
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS. TRUSS CONNECTOR TRUSS CONNECTOR 1626 Ringling Boulevard, Suite 400
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS MAXIMUM Sarasota, FL 34236
SIDE VIEW FRONT VIEW (941) 927-85 Vj ��941) 927-8075
ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS UNLIMITED. David 4-As I7E **,i�Ch
5. SCREEN FABRIC SHALL BE MIN. 20-MIL POLYPROPYLENE, WOVEN USING 138 FL. `t'dgi %QK7
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE BREAKING SE ' ••. ENS • • 2
TEST STRENGTH OF 15 LBS. 4) �c . N _Ddc
6. GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT FOR WIND MOUNTING SECTION ` * 0052677 •;
ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES. SEE DEFLECTION SCALE: 3"=1'-0" 1 •
AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES ON SHEET 1. E
SCREEN FABRIC SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO : �.c� •9.0
l 0 R 1O T ••a!
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS. F0. • • ' • G� ��
8. MAX. ALLOWABLE DESIGN PRESSURES: +1- 60 PSF. �S�oNAt. , I i I � No.:
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS. 411 �,
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9. OCT 13 2029 1.3
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GENERAL NOTES:
1. CUSTOM HURRICANE PRODUCTS 'EZ-SC REE NS MAX' HAS BEEN DESIGNED
AND TESTED IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE - 7TH
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT,
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES.
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE
EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS MAXIMUM
ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL POLYPROPYLENE, WOVEN USING 138
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE BREAKING
TEST STRENGTH OF 15 LBS.
6. GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT FOR WIND
ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES. SEE DEFLECTION
AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES ON SHEET 1.
SCREEN FABRIC SHALL HAVE POROSITY — 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES: +1- 60 PSF.
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9.
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2'-2" 2'-6 3/4" MAX
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i"
1/8-
PROVIDE 2"x2"x1/8" ALUMINUM ANGLE STORM -BAR
ON EACH SIDE OF TUBE RISER DIE (OPTIONAL) 3
SCALE: 1" - 1" ')"
ATTACHMENT OF TUBE TO ANGLE: SHALL BE CONNECTED WITH
(2) #8x1-1/2" PAN HEAD SELF DRILLING SCREWS
ATTACHMENT OF ANGLE TO WOOD OR CONCRETE: SHALL BE
1 /2" 0 x 2-1 /8" ANCHOR INSERT WITH (1) 1 /4" 0 x 1-1/4"
TRUSS HEAD MACHINE SCREW
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
ISOLATING DISSIMILAR METALS
GROUND MOUNT DETAIL
SCALE: N.T.S. 5
1/8-
STORM—BAR BAR DIE
SCALE: 1" = 1" 4
2'-6 3/4" MAX
I, GROMMET, STRAP AND
I BUCKLE,
1 OR STRAP AND BRACKET
SEE
SHEET 1 AND 1.2
2" THERMO-SEALED
POLYPROPYLENE WEBBING
FRONT AND BACK
PERIMETER OF SCREEN
17'-8" MAXIMUM
STORM —BAR ELEVATION
SCALE: N.T.S. 1
2"x3"xO.125" 6061-T6 ALUMINIUM TUBE
ISER 2" x2"x0.125" 6061-T6 ALUMINIUM
OPTIONAL FOR ADDITIONAL SEPARATION)
UP TO 8'-0"
ATTACHMENT OF TUBE TO
RISER:
SHALL BE CONNECTED
WITH
(2) #80-1 /2" PAN HEAD
SELF
DRILLING SCREWS AND
EPDXY
ATTACHMENT OF TUBE OR
RISER
TO STRUCTURE: SHALL
BE
1/2"0 x 2-1/8" ANCHOR INSERT WITH (1) 1/4"0 x 1-1/4"
TRUSS HEAD MACHINE SCREW
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
ISOLATING DISSIMILAR METALS
STORM —BAR SIDE VIEW 2
SCALE: N.T.S.
TO THE BEST OF MY KNOWLEDGE
AND ABILITY, THE COMPLETED
STRUCTURE DEPICTED ON THESE
PLANS COMPLIES WITH APPLICABLE
MINIMUM BUILDING CODES.
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1626 Ringling Boulevard, Suite 400
Sarasota, FL 34236
(941) 927-8525/ Fax (941) 927-8075
David G�Cargns, PE
FL. Regtstric llkbZfi��
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ENDINEERCHO
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD
NOTES:
TAPCON VALUES DETERMINED WITH MIN. 1 3/4" EMBEDMENT AND 2 1/2" EDGE DISTANCE
PANELMATE VALUES DETERMINED WITH MIN. 3" EDGE DISTANCE & EMBEDMENT OF 1-3/4" CONC., 1-1/4" CMU, 1-718" WOOD
SAMMY DTS SHALL BE INTO MINIMUM OF 1/4" STEEL
DESIGN SAFETY FACTOR 4:1
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS' LOAD TABLES
- FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED 1/4 TURN PAST SNUG OR AS DIRECTED BY MANUF. TO PREVENT
SLIPPAGE
- FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-1/2" IN DEPTH.
"ADDITIONAL PENETRATION REQUIRED. USE SSC 2 1/4
— LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 1/2" EDGE DISTANCE AND MINIMUM 6" END DISTANCE.
PREDRILL REQUIRED.
TO THE BEST OF MY KNOWLEDGE
AND ABILITY, THE COMPLETED
STRUCTURE DEPICTED ON THESE
PLANS COMPLIES WITH APPLICABLE
MINIMUM BUILDING CODES.
FL. Cert. of Auth. # 8371
1626 Ringling Boulevard, Suite 400
Sarasota, FL 34236
(941) 927-8525/ Fax (941) 927-8075
David G. Karir�ss PE
FL. REVO � iIn # 5, 2677
SE�J� •.
Q''. ENS�•� S
* o 00 2677 •; yt
EOF
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FL. Cert. of Auth. # 8371 0
1626 Ringling Boulevard, Suite 400
Sarasota, FL 34236
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL (941) 927- 5j! jVj941) 927-8075
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Davi �crRs, FfE /�� O
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NOTES: F14ko
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FL. Cert. of Auth. # 8371 0
1626 Ringling Boulevard, Suite 400 a
Sarasota, FL 34236
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL (941) 927-8525/ Fax (941) 927-8075 1
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD David G. Karins, PE O
NOTES: FL. Registration # 52677
SEAt
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FL. Cert. of Auth. # 8371 0
1626 Ringling Boulevard, Suite 400 d
Sarasota, FL 34236
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL (941) 927-8525/ Fax (941) 927-8075
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD David G. Karins, PE O
NOTES: FL. Re ' tratip ffvg77
SEAL G , K
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FL. Cert. of Auth. # 8371 0
1626 Ringling Boulevard, Suite 400 a
Sarasota, FL 34236
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL (941) 927-8525/ Fax (941) 927-8075
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD DavidA Kerins, PE O
NOTES: FL. eg'stratio I %jpj� 0-
SEAL (j , K i
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FL. Cert. of Auth. # 8371 o
1626 Ringling Boulevard, Suite 400 d
Sarasota, FL 34236
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL (941) 927-8525/ Fax (941) 927-8075
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD DavicA Karins, PE O
NOTES:
FL. eg tratio�#,52677 a
SEAk(,
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(1)
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N/A
N/A
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(1)
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(1)
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N/A
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KAIRINE O
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FL. Cert. of Auth. # 8371}j
1626 Ringlin g% d Suite 400 O
NOTES: Sarasota,f,fi44238�ij/ 0-
(941 1-8���axG41) 2%lIP75
D��S,P&•. .9
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PANELMATE VALUES DETERMINED WITH MIN. 3" EDGE DISTANCE & EMBEDMENT OF 1-3/4" CONC., 1-114" CMU, 1-7/8" WOOD •
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GRAB TENSILE STRENGTH (ASTM D4632) 450 LBS WARP - 425 LBS FILL
PUNCTURE STRENGTH (ASTM D4833) 190 LBS
BURST STRENGTH (ASTM D3786) 825 PSI
TEAR STRENGTH (ASTM D4533) 200 LBS WARP -170 LBS FILL LU
ABRASION RESISTANCE (ASTM D 4886) 95% STRENGTH RETAINED Z
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FL. Cert. of Auth. # 8371 0
1626 Ringling Boulevard, Suite 400
Sarasota, FL 34236
(941) 927-8525/ Fax (941) 927-8075 J
David G. Karins, PE 0
FL. Re istration # 52677 a
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TO THE BEST OF MY KNOWLEDGE � p •• �F Q' W
AND ABILITY, THE COMPLETED O ♦ �( _
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MINIMUM BUILDING CODES. �' /ONA
KA R I N S O Product Name: Super Max - Roll Down Mesh Impact Screen - FL 16380
Manufacturer: Custom Hurricane Products, Inc.
ENGINEERING Document No.: 20DP-0612
David G. Karins, P.E. FL Registration No. 52677
Date: 2020-10-09 Page: 1 of 6
EVALUATION REPORT
Code: Florida Building Code, 2020 — 7"' Edition
Product Category: Shutters
Product Sub -Category: Fabric Storm Panels
Product Name: EZ Screen -Max Polypropylene Screen Shutter
Manufacturer: Custom Hurricane Products, Inc.
2024 58TH Ave Cir E
Bradenton, Florida 34203
Fire Classification: N/A
Maximum Allowable Design Pressures: 60.0 psf and -60.0 psf
Florida Product Approval: FL#14110.1
The following is a Product Control Evaluation Report issued by David G. Karins, P.E. to Custom
Hurricane Products for the proposed EZ-Screen Max Polypropylene Screen Shutter. The intent of
this report is to provide the necessary Code certification from a Florida Registered Professional
Engineer for private residential and commercial use of the hurricane fabric screen shutters.
It is the professional opinion of David G. Karins that this hurricane shutter system is in compliance
with the Florida Building Code 2020 — 7t1' Edition (the Code) and that the products are, for the
purpose intended, at least equivalent to that required by the Code by evidence of test results and
comparative and rational analysis.
Re-evaluation of this Product Evaluation Report is necessary following any code changes to maintain
its validity. 11 ► ► ► ► r r, ,
G' gvialuatio- ort Prepared By:
OP •v`G E NSF',
Applicable Florida Building Code Sections No 0052677 •
*•
Sections: 1609.1.2 0 C T 13 2020
• -p . STATE -OF
- •-
1609.1.2.4 �Q:D'vid G. Karins, P.E.
O,p . '�� R 1 N. President
1709.9 Fs, • . • • ' ,Registration No. 52677
"'0,
`s/ONAI ilk k October 9, 2020
'4/III/lll
Florida Certircate ofAutboriryatiou #08371
St. Petersburg, FL Sarasota, FL - Main Office Ft. Lauderdale, FL Naples / Ft. Myers, FL
K A R I N S O Product Name: Super Max — Roll Down Mesh Impact Screen — FL 16380
Manufacturer: Custom Hurricane Products, Inc.
ENGINEERING Document No.: 20DP-0612
David G. Karins, P.E. FL Registration No. 52677
Date: 2020-10-09 Page: 2 of 6
High Velocity Hurricane Zone: Not Approved
Outside High Velocity Hurricane Zone: Approved
Maximum Allowable Design Pressures: 60.0 psf and -60.0 psf (required for testing)
Allowable wind loads shall be in accordance with current edition of Chapter 16 of the Florida
Building Code and ASCE 7, and for a basic wind speed as required by the jurisdiction where
the screen will be installed and multiplied by 0.6 per 1609.1.2.4 and 1609.1.3.
Product Description:
Fabric Type: Black colored 20 mil 100% polypropylene mesh screen.
Mesh Construction: 1/4" basket weave; warp at 60 ends per inch; fill at 50 ends per inch; per
manufactures drawings.
Boundary Reinforcement: 2" wide thermo-sealed polypropylene webbing front and back of
screen.
#3 grommet spacing is a function of the height of the screen as determined by code.
Strap spacing is a function of the height of the screen as determined by code.
7" on center #3 Grommet spacing, 8" and 14" on center strap/bracket and strap/buckle spacing
based upon screen testing assembly.
Limitations: The product evaluation document and installation instructions are generic and do not
provide information for site -specific projects (Anything deviating from these
documents and installation instructions). All site -specific projects shall require a
Florida Registered Professional Engineer Seal who shall take all responsibilities of the
product.
Glass separation is required for Wind Zone 4 and all wind zones for essential facilities.
(Refer to Attached Drawings for additional information)
K'
K A R I N S O Product Name: Super Max — Roll Down Mesh Impact Screen — FL 16380
Manufacturer: Custom Hurricane Products, Inc.
ENGINEERING Document No.: 20DP-0612
David G. Karins, P.E. FL Registration No. 52677
Date: 2020-10-09 Page: 3 of 6
Custom Hurricane Products, Inc. supplied Karins with drawings and certification letters of
independent testing performed on the proposed shutter system. Karins researched and analyzed the
specifications of the code tested system for the evaluation, as well as calculated wind load capacities.
All testing required by the Code and ASTM standards for these products were performed by
independent testing laboratories certified by FBC and not affiliated with Custom Hurricane Products,
Inc. See Appendix A for Test Report number and Tests performed.
TAS 201-94 Large Missile Impact Test
TAS 202-94 Uniform Static Air Pressure Test — Loading
TAS 202-94 Air Infiltration Test
TAS 203-94 Cyclic Wind Pressure Loading Test
Within these TAS testing standards and in accordance with the Florida Building Code 2020, the
ASTM testing standards listed below were also performed on the comparable screen shutter.
ASTM E330 Structural Performance by Uniform Static Air Pressure Difference
ASTM E283 Rate of Air Leakage under Specified Pressure Differences
This product shall have porosity of less than 10% outside of the High Velocity Hurricane Zone
(HVHZ)
4.1 Test Reports
The following tests were conducted and documented by FBC Approved Testing Laboratories:
1. Product Testing Report by Architectural Testing Report No. 80976.01-401-18 dated 04/15/08:
Test Procedures Performed — TAS 201-94
TAS 202-94
TAS 203-94
2. Product Testing Report by Fenestration Testing Laboratory, Inc. titled Polypropylene Screen
with Storm Bars dated June 5, 2007 and June 15, 2007:
Test Procedures Performed — TAS 201-94 on Storm Bars
TAS 202-94 on Storm Bars
K'
KA R I N 5 Product Name: Super Max — Roll Down Mesh Impact Screen — FL 16380
Manufacturer: Custom Hurricane Products, Inc.
ENGINEERING Document No.: 20DP-0612
David G. Karins, P.E. FL Registration No. 52677
Date: 2020-10-09 Page: 4 of 6
This Florida Professional Engineer does not have, nor does intend to acquire or will it acquire, a financial
interest in any company manufacturing or distributing products evaluated.
This Florida Professional Engineer is not owned, operated or controlled by any company
manufacturing or distributing products it evaluates.
This Florida Professional Engineer performing an evaluation does not have nor will acquire, a
financial interest in any company manufacturing or distributing products for which the reports are
being issued.
This Florida Professional Engineer performing an evaluation does not have, nor will acquire, a
financial interest in any other entity involved in the approval process of the product.
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STATE OF •
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David G. Karins, P.E.
President
FL Registration No. 52677
October 9, 2020
IYA
K A R I N S O Product Name: Super Max — Roll Down Mesh Impact Screen — FL 16380
Manufacturer: Custom Hurricane Products, Inc.
ENGINEERING Document No.: 20DP-0612
David G. Karins, P.E. FL Registration No. 52677
Date: 2020-10-09 Page: 5 of 6
References
• Florida Building Code 2020 — 7t' Edition
• Chapter 61 G20-3.005 Department of Community Affairs —Florida Building Commission
B.C.I.S. Product Approval Application 61G20-3.005 Method 1-D — Product Evaluation and
Quality Assurance for Optional Statewide Approval
• Drawings of Polypropylene Screen Shutter, Sheet 1, Sheet 1.2, Sheet 1.3, and Sheet 1.4
• Fastener Chart, Sheet 2.1 a thru 2.1 f , Sheet 2.2, and Sheet 2.3
• Fabric Specification, Sheet 3
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