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FL# FL17733-R2 ��
Application Type Revision
Code Version 2020 a, J
Application Status Approved
I
Comments FL 3 3„
1
Archived
Product Manufacturer Ultratek Worldwide
Address/Phone/Email 3801 N.Washington Blvd.
Sarasota,FL 34234
(941)351-6700
info@hurricanesafeproducts.com RECEIVED
Authorized Signature Steve Motosko APR 19 2021
info@hurricanesafeproducts.com
Parmittieg D'zpartment
St. Lucie County
Technical Representative Steve Motosko
Address/Phone/Email 3801 N.Washington Blvd. v
Sarasota,FL 34234 O(� --
(941)924-228S (,
Cos
info@hurricanesafeproducts.com
Quality Assurance Representative Steve Motosko CP
Address/Phone/Email 3801 N.Washington Blvd.
Sarasota,FL 34234
(941)924-2285
Info@hurricanesafeproducts.com
Category Impact Protective Systems
Subcategory Removable
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 John Henry Kampmann Jr.,PE
Evaluation Report
Florida License PE-47516
Quality Assurance Entity Keystone Certifications,Inc
Quality Assurance Contract Expiration Date 07/31/2027
Validated By Frank L.Bennardo,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17733 R7 COT Certificate of intieoende rx.213-0. -09-1-� .
Referenced Standard and Year(of Standard) Standard Year
ASTM E 1996 2005
ASTM E1886 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
httpsy/floridabuitding.org/pr/pr app d8.aspx?param=wGEVXQwtDgs%2bbl23mL$HoauBDuf89h4vxoZjz6UISMnBCIAUiiWo3d%3d �l�
1/4/2021 Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17733 R2 E iuiv E uiyalence of Product Stands s 20-050-DS-1.Dd�
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/22/2020
Date Validated 10/22/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
17733.1 Cleartek Invisishield Flat and Corrugated Polycarbonate Panels
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17733 R2 II Installation Drawing 20-050-DS-2,12df
Approved for use outside HVHZ:Yes Verified By:Sohn Kampmann PE PE-47516
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions for additional information FL17733 R2 AE Product Evaluation Report 20-050-DS-1,pdf
Created by Independent Third Party:Yes
� tlack ntext
Contact Us::2601 Blair Stone Road,Tallahassee FL=99 phone:850-4874824
The State of Florida is an AA/EE0 employer.Copyright 2013-2013 State of Florida.::Privacy Statement::AccessibiAty 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 8SO.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 dick blrp
Product Approval Accepts:
EM®®®®
Credit Card
Safe
https://flotidabuilding.org/prlpv app dti.aspx?param—wGEVXQwtDgslo2bbt23mL8HoauBDuf9gh4vxoZiz6Ui9iYAnRr in►nfhAoi arfo/'M ^r^
I ;
FL 17733-R2—HVHZ+Non HVHZ
ENGINEERS, INC.
MARINECIVIL - STRUCTURAL -
COASTAL •
www.meaengineers.com
PRODUCT EVALUATION REPORT
REPORT NO.: 20-050
DATE: October 3,2020
PRODUCT CATEGORY: impact Protective Systems
PRODUCT SUB-CATEGORY: Removable
PRODUCT NAME: CLEARTEK STORM PANEL SYSTEM(HVHZ&
MANUFACTURER: Non HVHZ)
Ultratek Worldwide Inc.
3801 N.Washington Blvd.
Sarasota, FL 34234
SCOPE OF EVALUATION:
This is a Product Evaluation Report issued by John H.Kampmann Jr.,PE(FBC Org.No.:ANE2480)to .
Ultratek Worldwide Inc.,manufacturer,in accordance with the requirements of the Florida Department of
Business and Professional Regulation(Florida Building Commission),Rule Chapter No.:61G20 3.005,
Method 1 (d).
All products listed above have been tested and/or evaluated as described herein to verify compliance with
the 2020 Seventh edition of the Florida Building Code,and to verify that the product is for the purpose
intended,at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision following Florida Building Code
modifications or revisions.
EVIDENCE SUBMITTED:
PRODUCT EVALUATION DOCUMENTS
MEA Engineers, Inc.Drawing#20-050 titled"CLEARTEK STORM PANEL SYSTEM(HVHZ)"
Sheets 1 -10,prepared by John H.Kampmann Jr.,PE;signed and seated by John H.Kampmann
Jr.,PE;Dated 10/3/20, is an integral part of this Evaluation Report.
TEST REPORTS
Uniform Static Loads per ASTM E 330-02. Test Report prepared by Architectural Testing Lab,
Dated 09/08/10 for Florida State Approval.Report No.:A3398.01-401-44
Large Missile Impact Resistance and Cyclic Loading Performance per ASTM El886-05 and ASTM
El996-05 as per applicable sections of the Florida Building Code. Test Report prepared by,
Architectural Testing Lab, Dated 09/08/10 for Florida State Approval.Report No.:A3398.01-401-44
Uniform Static Loads per ASTM E 330-02. Test Report prepared by Architectural Testing Lab,
Dated 12/21/11 for Florida State Approval.Report No.: B5753.01401-44
Large Missile Impact Resistance and Cyclic Loading Performance per ASTM E1886-05 and ASTM
El996-05 as per applicable sections of the Florida Building Code. Test Report prepared by,
Architectural Testing Lab,Dated 12/21/11 for Florida State Approval.Report No.:B5753.01-40144
5656 LAWTON DRIVE,SARASOTA,EL 34233 PHONE(941)922-3854
FAX(941)922-9564 EMAIL jkampmann@meaeng1neers com
PRODUCT EVALUATION REPORT#20-050
CLEARTEK STORM PANEL SYSTEM—HVHZ&Non HVHZ
October 3,2020
Page 2of3
UNIFORM STATIC AIR PRESSURE LARGE MISSILE IMPACT & CYCLIC LOADING
(TAS 202, E330-02) PERFORMANCE(TAS 201,TAS 203)
HETI07-4198 04/30/2007 HETI07-4199104/05 04/30/2007
HETI 07-4202132 04/30/2007 HETI 07-4233/54 04/30/2007
HETI 074252 06/13/2007 HETI 07-4233/86 0712W2009
HETI 07-4285 07/27/2007 HETI 08 2049 10/10/2008
HETI 08-2048150/52 10/10/2008 HETI 09-25078 01/28/2009
HETI 09 2507A 01/28/2009 HETI 09 2508B 01/28/2009
HETI 09-2508A 01/28/2009 B9069.01-401-18 04/26/2012
B9069.01-401-18 04/26/2012 BT-ULTK 13-001/001A 09/24/2013
BT ULTK-13-001/001A 09/24/2013 BT ULTK 13-001/001B 09/24/2013
BT-ULTK-13-001/001 B 09/24/2013 BT-ULTK 15-001 04/30/2015
BT-ULTK-15-001 04/30/2015
TENSILE TEST(ASTM D638-03)
HETI 07-T750 09/07/2007
HETI 09-T104/05 01/28/2009
Note:Mr.Candido F Font PE signed and sealed all test reports for HETI,Mr Yamil G Kuri PE
signed and sealed all test reports for 13T;and Mr Shawn Collins PE signed and sealed all test
reports for Architectural Testing.
STRUCTURAL ENGINEERING CALCULATIONS
Structural Engineering Calculations have been prepared which evaluate the product for maximum
screen length vs.design wind load;maximum anchor spacing vs.design wind load and screen
length based on rational and comparative analysis,per applicable sections of the Florida Building
Code.
MISSILE IMPACT RESISTANCE:
Large Missile(Level"D")Impact has been demonstrated as evidenced in previously listed test reports,and
Is accounted for in the engineering design of this product
WIND LOAD RESISTANCE:
The product(s)listed above have been designed to resist wind loads as indicated in the span schedule(s)
on its respective Product Evaluation Document—Drawing noted above.
INSTALLATION:
The product(s)listed above shall be installed in strict compliance as indicated in its respective Product
Evaluation Document—Drawing noted above.
MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
The product(s)listed above shall be installed in strict compliance as indicated in its respective Product
Evaluation Document—Drawing noted above.
LIMITATIONS AND CONDITIONS OF USE:
The product(s)listed above shall be installed in strict compliance as indicated in its respective Product
Evaluation Document—Drawing noted above.
PRODUCT EVALUATION REPORT#20-050
CLEARTEK STORM PANEL SYSTEM—HVHZ&Non HVHZ
October 3,2020
Page 3 of 3
Conditions which are not indicated or accounted for in the Product Evaluation Document shall be designed
for on a site-specific basis by a Florida Licensed Professional Engineer.
All components which are permanently installed shall be protected against corrosion, contamination and
other such damage at all times. Periodic inspection is strongly recommended to insure its continued safe
use.
The product(s)listed above MAY be installed within the HIGH VELOCITY HURRICANE ZONES as defined
in section 1620 of the Florida Building Code.
The product(s)listed above shall only be installed onto Concrete Block,Poured Concrete and Wood Frame
Structures.
Product Evaluation Report prepared by John H.Kampmann Jr.,PE(Florida License No.:47516,President
of MEA Engineers, Inc.(CA-6752).
Kant Digitally signed by John
�tccnr F yy Henry Kampmann Jr.
No. 47516 p DN:c=US,st=Florida,
STATE OF 1=Sarasota,o=John Henry
John H. Kampmann Jr., PE �o�� aRivP�ti��� Kampmann Jr.,cn=John
FL License No.:47516 CA:6752 SIQtNA%- Henry Kampmann Jr.,
Date: M"As 2M4 UsAxr email jkampmann@meaengi
=MMataSO=NYjam
MW
A K SEM-TME are neeCs.COm
CMESW7M
no<�r„E,r Date:2020.10.12 12-11. 7
Sam ffia SEA=0MTW
AW ON
STRUCTURAL NOTES: POLYCAROONATESOURCES s Q
1. THIS NON POROUS SYSTEM
HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE SEVENTH EDITION OF THE FLORIDA RESULT 13 S
BUILDING CODE (2020 FBC) FOR USE WiTHIN AND OUTSIDE THE HiGH VELOCITY HURRICANE ZONE THE ADEQUACY FOR IMPACT, a W
DEFLECTION AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH APPROPRIATE SECTIONS OF THE ABOVE REFERENCED TYPICAL.PROPERTIES STANDARD SANC SAYER PAIBAM
CODE, INCLUDING TESTING STANDARDS: TAB 201,202 AND 203;ASTM E330-02,ASIM E1886-05 AND ASTM E1996-05. SEE UST OF LIDANIMIl N mamoNatm PALSUN a
REPORTS ON SHEET 1 OF 10. MECHANICAL2. DESIGN PRESSURE REQUIREMENTS OF A SPECIFIC SITE SHALL BE DETERMINED BY OTHERS IN CONFORMANCE TO SECTION 1609 OF
THE FBC FOR A BASIC WIND SPEED (ALLOWABLE STRESS DESIGN)AS REQUIRED BY THE JURISDICTION WHERE THE SYSTEM WILL BE iF7¢W!EkSMMGTNy1N., ASVIDM 9;W �i sspl a
INSTALLED. ULTIMATE DESIGN LOADS (UDL) DETERMINED BY ASIDE 7-16 SHALL BE REDUCED TO ALLOWABLE STRESS DESIGN LOADS (ASO) � ��ArnEw As1ewDT9D uskci usYu. stslal
BY MULTIPLYING THE UDL BY 0.6 TO COMPARE THEM TO THE ASO PRESSURE RATINGS SHOWN ON SHEET 2. USE OF DIRECTIONALITY I.LE)IlAipI MODIA1b 1siMo78o 945b1 a4otd 880kM
FACTOR Kd-0.85 IS ALLOWED. NOTCHOD'�p ALTM11D156 1)lbtbjn 1t1h-1DAn lSltlbpn
3. IMPACT AND FATIGUE RESISTANCE HAS BEEN DETERMINED IN ACCORDANCE WITH THE PBC SECTION 1009.1.2. LARGE MISSILE AS Flne®UINdNOd1ARACTERI5T16:
LISTED HEREIN.
4. NO 33-1/3%INCREASE IN ALLOWABLE STRESS INCREASE HAS BEEN USED 1N THE DESIGN OF THIS PRODUCT. A 1.6 WiND LOAD SNOWDENAsTMmx¢3 fi4'%
DURATION FACTOR WAS USED TO CALCULATE SCREW SPACINGS FOR LAG SCREWS INTO WOOD. gA?BoFeuANtxo ASTMps3S C-AWw S ;,-IgAss C-AW
5. THIS PRODUCT EVALUATION DOCUMENT (PED) DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SFLEIGNIT10N D1929 6811den.F itjgftp Loeueea,p. ,
SiTE. IF SiTE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL We"MROG: AgR945
PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. t SrMWHAFM WEA1H1MWG A.5.TMe9a&aDAq gaot►sl ne1kM o C
S. THE CONTRACTOR AND/ OR PERMIT HOLDER IS TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS
SYSTEM, INCLUDING VERIFYING THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND THE NEW SUPERIMPOSED LOADS SHOWN ---•-- - -•----•--_--._- .._....__..._._......
BELOW AND THE SOUNDNESS OF THE STRUCTURE WHERE THE SYSTEM IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE ISPWRCGRAVfTY OMMM ncalb n^a aDGIb AA3 I DOGfb M3
7. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA LICENSED ENGINEER OR ARCHITECT WHO WILL BECOME THE ENGINEER
OF RECORD (EOR) FOR THE PROJECT AND WHO WiLL BE RESPONSIBLE FOR THE PROPER USE OF THE PED. THE ENGINEER OF RECORD, TEST REPORTS
ACTING AS A DELEGATED ENGINEER TO THE PED ENGINEER SHALL SUBMIT TO THIS ENGINEER THE SITE SPECIFIC DRAWINGS FOR REVIEW. UNIFORM STATIC AIR PRESSURE(TAS 202,E330-02)
8. THIS PED SHALL BEAR THE DATE AND ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT REGARDLESS HET107-4198 04f30{2007
OF ITS AVAILABILITY FROM THE FLORIDA PRODUCT APPROVAL WESSRE. HETI07-4202/32 04/30/2007
9. THIS SYSTEM MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN HEREIN. HETi 07-4252 0611312DO7 e7
10. <RESERVED> HETI07.4285 - 07/27/2007 ►�
11. CORRUGATED PANEL LIMITATIONS OF USE HET E 08 20A8i50152 10/102008
THE MAXIMUM SIZE SHALL BE 25 PSF MAX. PRESSURE 0135 INCHES MAXIMUM WIDTH (CENTER/ CENTER OF WALL FASTENERS). d
SEE TABLES ON SHEET 2 of 10. HETI09-2507A 01/28/2009
12. FIAT PANEL LIMITATIONS OF USE HETI 09-2608A 01/28/2009 .� &
THE MAXIMUM ALLOWABLE DESIGN PRESSURES ARE: +6OPSF/-6GPSF, SEE TABLES ON SHEET 2 OF 10. 89089.01.401-18 04/26/2012 .
13. FOR DETERMINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES,THIS PRODUCT IS CLASSIFIED AS NON-POROUS WITH A BT-ULTK-13-ODIA 09/24/2013
POROSITY OF LESS THAN 10% FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. CLEAR PANELS MUST ST-ULTK-13-OOIB 09/24/2013 P x
COMPLETELY COVER AN OPENING IN ALL DIRECTIONS.SEE END CAP BUILD OUT DETAIL ON SHEET 8 OF 10.
14. ALL SCREWS TO BE STAINLESS STEEL 304 OR GALVANIZED A307 STEEL ALL BOLTS TO BE ASTM A307,GALVANIZED OR 304 SERIES y
STAINLESS STEEL LARGE MISSILE 8 CYCLIC LOADING(TAB 201,TAS 203)
15. PANEL OR PANELS CAN BE USED ADJACENT TO OTHER APPROVED CORRUGATED SYSTEMS. HET107-4199104105 04/302007
16. SUPPORTBRACKETS AND ANCHORS : HET(074233/54 04/3012007 C
A. ANCHORS INTO THE SUPPORT SUBSTRUCTURE ( WALL, CEILINGS, BEAMS AND FLOORS) SHALL BE INSTALLED PER HETI07.4233/86 OW272009 -�
MANUFACTURER'S REQUIREMENTS. HETI08-2049 10/102008
S. THE ANCHOR SPACING SHOWN ON SHEETS 2, 8, 7. 8, 9, & 10 of 10, INDICATED FOR 1/4' and 3/8' DIAMETERS REFER HETI09-2507B 01/282009
TO CENTER OF SUPPORTING BRACKETS. HET109-2508B 011282009
C. THE ANCHOR SPACING CHARTS ARE BASED ON A REMOVAL BRACKET SYSTEM USING MALE PANELMATES WiTH WINGNUTS,
FEMALE PANELMATES, SAMMY'S AND DROP-IN ANCHORS WiTH SIDEWALK BOLTS. TAPCONS OF THE SAME SIZE MAY BE B9089.01-401-18 D4/26/2012
SUBSTITUTED FOR PERMANENT BRACKET INSTALLATIONS.TTW MAXI-SET TAPCONS MAY BE USED. ST-ULTK 13-GOIA 091242013 plus ASTM E1686412,E1998-02
0. ANCHOR MINIMUM EMBEDMENT AND EDGE DISTANCES BT-ULTK-13-ODIB 09/24/2013 plus ASTM E1886-02,E19i18.02
OF ELCO ULTRACONS, RW TAPCONS OR ALL POINTS TAPCONS. RryT ^
SIBSIROCTORE Elfiel NT IDLE O67ANCE TENSILE TEST(ASTM D638-03) N N
NOUDII Rm. 1-1/4 vm 12 D OR PER w"ACRms SFECF1Otm HE1107-T750 OW07/2007 C/]
GROUT f1W W 0 CMICE 1-3/4 FLW 12 D OR PER UWACRFEIN SPEWR'ATI61S I HETI 09-T104105 01282009 SW(yL}ti 1
4 13 C✓YIM OR 213 m1t= 1-3 4 IW H 12 0 OR PER MANt A mt's SPECF10RI01LS I THIS PRODUCT E-+
WOW1 OR NoD D 3/4 WW EVALUATION RASED OM
ARCIIRECTURAL TESTING INC. APPROVAL IS OidLY �
E. NO EMBEDMENT INTO NON-STRUCTURAL MATERIAL SUCH AS STUCCO, SIDING AND PAVERS SHALL BE INCLUDED AS PART OF REPORT NO.: 8575301-401-44 VALID FOR THE STATE W
THE EMBEDMENT REQUIREMENT. REPORT DAME 12-21-20i1 �+ +
17. STEEL SURFACES TO BE PLACED IN CONTACT WiTH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN TEST PROTOCOL; ASTM E 1888-05(IMPACT&CYCLIC TEST YEMM) OF FLORIDA 5
ACCORDANCE WITH FEDERAL SPEC NO.: TiP-645, OR BE GALVANIZED. ASTM E 108-05(IMPACT STANDARD SPECVIaMtON) Fc
IS. MAXIMUM DESIGN PRESSURE VERSUS PANEL SPAN SHOWN ON SHEET 2 of 10. INTERPOLATION IS ALLOWED IN BETWEEN TWO ASTM E 33a-02(STATIC TEST METHOD) r Digitally signedbylohn
SPANS TO OBTAIN SPACINGS NOT LISTED. DESGN PRESSURE 80 PSF w/MISStE LEVEL D AND WIND ZONE 4. ty9 c 0
19. ALL ALUMINUM ALLOYS SHALL BE 6063-T6, 6061-T5, 6061-T6 OR 6005-75. TEST PRESSURE: 90 PSF �r s Hemy Kampmann Jr. z
20. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL DVERAIL SPAN: 9'-t-(109 INCHES) Ra Asia i° DN:r-US,st=Florida, gQ CI]
21. TRACKS MAY BE CURVED TO FOLLOW THE INSTALLATION PROFILE AROUND ARCHES AND RADII. srAtt Or 1--Sarasota,oaiohnHenrq
EVALUAMION BASED OM KampmannJycn=1ohn9
22, PANEL'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION ON THE PANEL ONE LABEL SHALL BE ARCHITECTURAL TESTING INC. �O A
PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: SNONnaIE"- HemlyKampmannJr, 6JK
ULTRATEK WORLWIDE REPORT NO.: A3399.01-401-44 em2Nkampmann@me •20-050
3801 N. Washington Blvd. REPORT DATE, 09/08/10 m� .n
Sarasota, FL 34234 TEST PROTOCOL:AM 1885-05(IMPACT&CTCt1C TEST METHOD) ���• engineeis.com NOTED
FLORIDA PRODUCT APPROVAL NUMBER:'FL-XXX%. OPENING N0 XX ASTM E IOM-05(IMPACT STANDARD SPECIFICATION) Datr.2020.f0.17T61034Z 10 3 20
23.THIS DOCUMENT IN iTS ENTIRETY WILL BE CONSIDERED INVALID IF IT IS ALTERED BY ANY MEANS OR DOES NOT BEAR THE DATE AND :-60 E 331 MI SLE(ST Lc TEST METHOD) ohn a moo04W a
DESIGN PRESSURE 60 PSF W/NIBBLE LEVEL.D AND WIND ZONE 4.
ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TEST PRESSURE: 90 PSF M John H. KOmpmann Jr., PE / (��J
CTR/LT ASrEM:ERS,,6'-9'(10 FL tlG@n3@ 5 IN.)INSIDE TO INSIDE FRAME DATE.-
47516 _
DATE:
$ Lid
CORRUGATED PANEL FLAT PANEL TABLES C
TABLES
CORRUGATED PRESSURE DESIGN
40011113111 111taps H,IL"
SPAN LOAD TABLE 4000Pal 2MPSI HOLLOW 40PSF CONCRETE CONCRIIII! wpm WOOD
DIRECT MOUNT PANELS AT BOTH ENDS 30 PSF CONCREM CONCRETE BLGCN Woo°
MAX, SPAN — IN. MAX, DESIGN LOAD a a n. a
10! 70 it
B 7 0
60' 75,0 114' t0s tt 11 e 7 vs' M ti ii 0 i
72' 60,0 FASTENERS 0 n it t 11 1t 10 9
84' 5510 4e it 1t 1H it If 11 11 it
a
96' 52,0
1D8' 35.0 101 11 ++ N f0 10a 11Lill,
120' 320 t0 ii ti ii .. ....it TE MN 11 t0
132' 30,0 FASTIDIM 1t 11 11 FAaTH16tS or 11 11 1i
135' 25,0 °° t1 11 it v 4a 11 11 tt
MOUNT WITH FASTENERS AT MAX, 13 INCH O.C.
CORRUGATED DESIGN DEBIGN 441101,01 4WSPSI HOLLOW
SPAN LOAD TABLE PRESSURE 4909Pa1 100oP61 HOLLOW PRESSURE COMCFMM .COS BLGgt WOOD p
DIRECT MOUNT PANELS AT ONE END ONLY 68PSF CONCRETE! wrIC721e aware WOOD 60 PSF Y g
MAX. SPAN — IN, MAX. DESIGN LOAD ° a
Ras a a 0 6 1� 7 T 0 4
60' 6010 w O 10 e' 7 e 1f4" u e e a s
72' SO,Q FASTENERS 0 tt it i A FASTENERS 8f tt 10 7 7 G7
84' 45.0 48 it" If it +0 A, it ii 10 e
96' 40,0 ° a n
1N', If If tt r 10a ++ +t n e
102' 22.0 ara Be if it it a oa it t1 it 7
FASTERQtS fir it 1t ii i0 FASTEr•EF19 67 t1 11 11 0
49 it i1 11 9t 40 1t it 11 11
MlnitmtmGtmSeparatfonSchedu)afor MnmurnC)ass Separation
eparaton Sche
dule GLASS SEPARATION
STORM BARE FOR WIND ZONE 4 AND ESSENTIAL FACILITIESll
1. STORM BARS REQUIRED 12'FROM EDGE AND EVERY 18'IN THE FIELD. Comwud Parrots for ClearTek Flat Panels SCHEDULE NOTES:
2, LENGTH OF STORM BARS SAME AS LENGTH OF PANELS. Direct Mount Panels at One End onlyDI GLASS SEPARATION SCHEDULE EXTERIPROVIDOR
FACE
OMINi GLA SEPARATION
Minimum DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING(OR N
3. MAXIMUM OPENING SIZE iS 80 INCHES. Max n-In. wrl.Separation seParrean V]
4. MAXIMUM PRESSURE IS 75 PSF. 60 6,125 from Glue OTHER PRODUCT BEING PROTECTED)AND INTERIOR FACE OF
5. WITH ABOVE CRITERIA,MAXIMUM DEFLECTION IS 0.651NCHES.PANEL IS Positive Span Minimum NAth side INSTALLED STORM PANEL. r
TO BE INSTALLED NO CLOSER THAN 21NCHES FROM GLAZING. 72 6.56 Load Less Separation Bradyt W SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE
84 7 WITH POSITIVE LOADS ONLY. Z
6. STORM BARS(Z'x2'1r118"RECT.TUBE)FIT IN CORFLEGATION BETWEEN 96 7,06 (PA Than from Glass 15ea Hots 3) 3)SIDE BRACKET IS AN EXTRA BRACKET ADDED HALFWAY ACROSS
PANEL AND BUILDING AND ARE TO BE USED ONLY WITH ALTERNATE"A" 49" 2•25" 2 25' SPAN ON BOTH SIDES, 0 w +
CORRIGATED PANEL SHOWN ON SHT.5 OF 10. 102 7.125 30 70,5" 3.35" 2,47' 4)SEPARATION FROM GLAZING IS REQUIRED FOR ALL INSTALLATIONS U Oa
Sir 4.44" 2.10 WITHIN THE HIGH VELOCITY HURRICANE ZONE,WIND ZONE 4 AND
49" . 2 25" 225' ESSENTIAL FACILITIES, O
�tl► � 40 70.5' - L69° 5)SEPARATION iS NOT REQUIRED FROM ANY FENESTRATION z H
+ BOLTS PRODUCT THAT DOES NOT CONTAIN GLAZING.
PANEL W1TE(FE"E) FASTENAL 1/4-20Xi POWERS HOLLOW SET
LAG-WOOD SAIAW(GST)-W000 PANEL MATE QAALE FASTENER) FASTMAL 3/8^16X1 DROP-M OR LEAD ANCH �" 2 43" ZZ�S" 6)SEPARATION FROM GLAZING 1S NOT REQUIRED FOR
INSTALLATIONS OUTSIDE OF WIND ZONE 4 AND ESSENTIAL
FACILITIES.ALL POMJTW BUILDEX 92° 3.80" 20-050
WONGNUT- SAMMT(CST)CONC. TAPCON ANCHOR POWERS FLANGED LIP POWERS SMOOTH WALL PAIa1MATE INSERT 49" 3.00 2.25" c NOTED
PATPETJD. WCLUE)m NAXiSEf. DROP^OR DROP-W -
sCOM 4toss 6D 705', 3.CW' N 10 2
Sir 3.90" John H. Kompmann Jr., PE
TYPICAL FASTENERS/ANCHORS-i/4"AND 3/8"ri-'� FL License #: 47516 2/1®
N.T.B. DATE:
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ALUMINUM(6061-T6) ALUMINUM(6061-T6) ALUMINUM(6061-T6) VERT.OR HORIZ. S.
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'20-050
o NOiED
r 10 3 20
E-TRACK 2"H-TRACK STD H-TRACK KEYHOLE DETAIL OPTIONS John H. Kampmann Jr., PE 3/10
ALUMINUM(6061-T6) ALUMINUM(6061-T6) ALUMINUM(6061-TO ALT.RUD DRILL 318`OR SB'HOLEWIXMIOLRVASHER FL License #: 47516
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SCALE: 3"= 1'-0"
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1) THICKNESS , 2.36 mm TO 2,50 mm t0,05 ,p
2) MATERIAL i (GE LEXAN 103/GAYER MARROL13N c Q
3103/POLYONE-SUNGUARD) cs R '
3).THE DIMENSION 'H' MUST BE 53.3 - 55.0 mm v
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4) ALL INCLINED PLANE THE THICKNESS 'T' MUST BE .,
MINIMUM 2.10 mm
5) PANELS MAY BE BENT ALONG CORRUGATION TO
MATCH CURVED OR ANGLED OPENINGS R R 20-050
6) PANEL RADII MAY VARY BETWEEN OS TO 0.61n.
7) ALL PANELS MAY BE CUT TO DECREASE ITS WIDTH. ' ' O NOTEO
9) TRACK MAYBE CURVED TO FOLLOW THE q' _ `_ '2- 0 10 3 20
INSTALLATION PROFILE AROUND ARHES AND RADII, "
9)HEIGHT OF WAVE MAY VARY DOWN TO 0.75 INCH. 2I CORRUGATED PANEL John H. Kampmann Jr., PE ^/ O
10) PANELS MAY BE BENT OR CURVED TO ACCOMMODATE `i
CURVED OR MITERED GLASS (GELEXAN103leAY9367 PSI, Fy =03mOL6 PSI tNGUARO) FL License : 47516
11) PANEL WIDTH MAY VARY BY 5%. S = 9367 PSI, Fy 97346 PSI DATE.
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20-050
ALTERNATE"D"CORRIGATED PANEL ALTERNATE"E"CORRIGATED PANEL N PI10/1D320
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Fu = 9367 PSI, Fy = 91346 PSI Fu = 8367 PSI, Fy = 91346 PSI John H. Kapmann Jr„ PE SCALE 3" = 1'-0" SCALE s/1O: 3"= 1'-0' FL License : 47516 J j
DATE
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SECTION A-A SECTION B-B SECTION C-C 20-050
o NOTED
N 10320
John H. Kampmann Jr., PE
FL License #: 47516 b/1 0
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REFER TO ANCHORS ON
SHEET 8 0 13"O.C. MAX.
2 X 3 X 1/8"
2 X 4 X 1/8"
2 X 5 X 1/8"
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c -NOTED
�' 10320
John H. Kampmann Jr., PE �/ 0
FL License y: 47516 /
DATE:
SIDE CLOSURE NOTE,
1. FOR WALL MOUNT CONDITOINS, PANEL
OVERLAP SHALL BE A MINIMUM OF L5 8
TIMES THE OAP BETWEEN THE PANEL n W 0
b AND THE WALL1 THEREFORE NO SIDE
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GENERAL NOTES: ,G .• TO CLEAR SPACE GENERAL NOTES: s To CLEAR SPACE I 4-1 2'O.C. �
,. THIS STORK PANEL SYSTEM LS DESIWD:D FOR WNaNUT FOR wNGNUT or /
IN ACCORDANCE MW THE 2020 FLORIDA BUILDING CODE ADJACENT PANELS I. WD STORM PANEL SYSTEM IS DESIGNED ADJACENT PANELS I�
2 USE IN CYINJUNTION WIN APPROVED 24 DACE M ACCORDANCE WfiTl THE Y020 FLORIDA BUILDING CODE TOP k BOTTOM REFER TO ANCHORS ON
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TYPICAL ELEVATION FOR wNGNUT OF ----- 0
ADVACENT PANELS WWI SCALE:3"-1'•0"
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20-050
GENERAL NOTES: SECTION A-A NOTED
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T. M(S STORM PANEL SYSIELI I5 I I 1Jrw-�1Ouanoo'�.m. a
IN ACCORDANCE YAM THE 202D FLORIDA BUILDING CODE 1 O 3 ZO
2 USE IN CONAM770M WIN APPROVED 24 CAGE DETAIL 1 John H. Kam moon Jr., PE
GALVANIZED STEEL STORM PANEL DRAWINGS Iry/4-��� "OPTION' 3 - EGRESS P Q '{
A SEE THIS SHEET FOR ADDTRONAL INFORMADON stm,se— PANa 7 X14'X3k16' WALL PLATE FL License #: 47516 O/1 O
MESS PANG 0 a 04 m^'^ DATE:
vy i 4'20 HUT AT REM.
QREFER TO ANCHORS s yR
ON SHEET 2 0 13" `� W
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STUDS TO PROVIDE A CONTINUOUS SURFACE FOR A SHUTTER INSTALLATION. JK
FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE '20-050
SHEETS 6 THROUGH 9. NOTED
0
0 10320
N
John H. Kampmann Jr., PE
FL License : 47516 9/10
OATS
REFER TO SHT. 2 of 10 FOR REFER TO SKI. 2 of 10 FOR ADDITIONAL DETAILS
11' O.0 ADDITIONAL DETAILS AND AND SHEET 2 OF 10 FOR FASTENER SPACING d4
SHEET 2 OF 10 FOR FASTENER SPACING $ $N
1/4'-20 BOLTS 12' ON CENTER W b11
WITH 2 IN. OVERLAP 1/4- HEX NUT FOR PERMANENT
INSTALLATION. EITHER 1/4' HEX
NUT OR WING NUT FOR g 261
ALL OTHER INSTALLATIONSPOLYC 'm
0.118 O 0.2 E PANEL
0.118 TO 0.250 INCHES
THICK (TYPICAL)
ULTRASONIC WELDED
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VERTICAL OR HORIZONTAL INSTALLATION N.T.S. VERTICAL OR HORIZONTAL INSTALLATION N.T.S. VERTICAL OR HORIZONTAL INSTALLATION 12'-1" VERTICAL OR HORIZONTAL INSTALLATION I2'-1' �^{
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NOTE:
1. SIDE COURTESY STRETCH BRACKETS MAY AVAILABLE FOR 1/4"OR 3/8'
FASTENERS.
BE USED. 1f4"HEK NUT USED FOR
2. STITCHING OF PANELS CAN BE 1/4"-2 DEW L PERMANENT INSTALLATION
SUBSTITUTED BY SOUD PANELS AS LONG AS d
THE SPAN REQUIREMENTS ARE MET.
3. STRETCH BRACKETS MAY BE USED ON
ARCHED PANEL SECTIONS.
4. PANELS MAY BE CURVED AND/OR CUT TO
FOLLOW THE PROFILE AROUND CIRCLES,
ARCHES AND ANY OTHER IRREGULAR—SHAPED
OPENINGS. a z
5. STORM BAR MULTIPLIER _ O
(# OF STORM BARS +1) X SPAN CHART
6. PANEL EDGES CAN BE BENT TO INCREASE 0 W +
RIGIDITY. m CaJ
7. AN OPTIONAL UV AND/OR SOLAR EXTERNAL, COVER
LAYER MAY BE ADDED ONTO THE SYSTEM. p OF
1/4!' HEX NUT FOR PERMANENT INSTALLATION,
EITHEg 1/4'HEX NUT OR WING NUT FOR 1/4'HEX NOT
1/4"OR 3/8' FASTENER. SEE SHEET 2 OF 10 FOR TYPES ALL ETHER INSTALLATIONS JK
OF FASTENERS AND SHEET 2 OF 10 FOR SPACING. 0-050
TYPICAL ATTACHMENT DETAIL OPTIONAL COVER DETAIL s No� 20
VERTICAL OR HORIZONTAL INSTALLATION 12"-1" VERTICAL OR HORIZONTAL INSTALLATION 1/2'-]"
John H. Kampmonn Jr., PE
FL License #: 47516 10/10
DATE