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Florida Building Code Online Page 1 of 2 FLWMOCPAA7M6M OF Business & Professional Regulation BCIS Home Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map Links Search dprbProduct n Approval -0 USER:Public User Product Aporoval Menu>Product or Application Search>Application List>Application Detail FL# FL17733-RI Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Nj Product Manufacturer Ultratek Worldwide Address/Phone/Email 3801 N.Washington Blvd. \ Sarasota,FL 34234 �J (941)351-6700 info@hurricanesafeproducts.com Authorized Signature Steve Motosko 1 info@hurricanesafeproducts.com Technical Representative Steve Motosko Address/Phone/Email 3801 N.Washington Blvd. Sarasota,FL 34234 (941)924-2285 info@hurricanesafeproducts.com I Quality Assurance Representative Steve Motosko \\`J' Address/Phone/Email 3801 N.Washington Blvd. I Sarasota,FL 34234 (941)924-2285 info@hurricanesafeproducts.com Category Impact Protective Systems Subcategory Removable \Y Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed a1 Florida Professional Engineer 171 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John Henry Kampmann Jr.,PE the Evaluation Report Florida License PE-47516 _ Quality Assurance Entity Keys o tne Certifications,Inc. Quality Assurance Contract Expiration Date 07/26/2027 Validated By Frank L.Bennardo,P.E. i Validation Checklist-Hardcopy Received I Certificate of Independence FL17733 R1 COI Certificate of Independence 17-SO.Ddf 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL 8... 4/23/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By I i Sections from the Code I i I Product Approval Method Method 1 Option D Date Submitted 10/19/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 i 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 R1 II Installation Drawing 17-050i.0df Approved for use outside HVHZ:Yes Verified By:John 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 FL17733 RI AE Product Evaluation Reoort-17-50i.Ddf information Created by Independent Third Party:Yes i Badc Nex I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I 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: �rtr � ®F9 ® Credit Card Safe I I i I i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL 8... 4/23/2018 i e ENGINEERS, INC. vrww.meaengineers.com CERMFICATION OF INDEPENDENCE I REPORT NO.: 17-050 DATE: October 19,2017 PRODUCT CATEGORY: Impact Protective Systems PRODUCT SU8-CATEGORY: Removable PRODUCT NAME: CLEARTEK STORM PANEL SYSTEM MANUFACTURER: HVHZ&Non HVHZ Ultratek Worldwide-Inc. 3801 N.Washington Blvd. Sarasota, FL 34234 Dear Sir(Madam): This is to certify that this Florida Professional Engineer perfuming this 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 is also to certify that this Florida Professional Engineer performing this-evaluation does not have, nor will acquire,a financial interest in any other entdy involved in the approval process of the product. Certificate of Independence prepared by John H. Kampmann Jr., PE(Florida License No.: 47516%President of MEA Engineers, Inc.(CA-6752). ,�111flllf�/, . Yp 00 m&f f k, PE *:F a tense Nct.41516 r tit f ; STAT60 I �•� Ss' O p;0 ' 5656 LAWTON DRIVE,SARASOTA,FL 34233 P80NE(941)922-3854 FAX(941)922-9564 EMAIL jkampmann@meaengineers.com ' FL 17733-IiVHZ+Non HVHZ e ENGINEERS, INC. PMaN _W1 www.meaengineers.com _: No•_ -O• •W: PRODUCT EVALUATION REPOR T t�& 2 j REPORT NO.: 17-050 ', '• FLOC.•' ��• DATE: October 18,2017 �:°FSS PRODUCT CATEGORY: Impact Protective Systems PRODUCT SUB-CATEGORY: Removable PRODUCT NAME: CLFARTEK STORM PANEL SYSTEM(HVHZ& MANUFACTURER: Non HVHZ). Ultratek Worldwide Inc. 3801 N.Washirigton Blvd. Sarasota,FL 34234 SCOPE OF EVALUATION: This is a Product Evaluation Report issued by John H.Kampmann Jr.,PE(FBC Org.No.:ANE24W)to Ulan tak WoHdwtde ihe.,manufacturer,in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission), Rule Chapter No.:61 G204.005, Method 1 (d). All products listed above have been tested and/or evaluated as descnibed herein to verify compliance with the 2017 sixth 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 at Evaluation Report shall be subject to review and revision following Florida Building Code modifications or revisions. EVIDENCE SUBMRTED: PRODUCT EVALUATION DOCUMENTS MEA Engineers, Inc. Drawing#17-050 titled'CLEARTEK STORM PANEL SYSTEM(HVHZr Sheets 1 -10.prepared by John H. Kampmann Jr.,PE;signed and sealed 10/18/17 by.John H. Kampmann Jr., PE;Dated 10/18/17,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 09/08110 for Florida State Approval.Report No.:A3398.01-401-44 Large Missile Impact Resistance and Cyclic Loading Performance per ASTM Ell886-05 and ASTM E1996-05 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.:B5753.0140144 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.:B5753.01-401-44 5656 LAWTON DRIVE,SARASOTA,FL 34233 PRUNE(941)922-3854 FAX(941)922-9564 ZW FL jkampmsnu@mesengineers.com I i PRODUCT EVALUATION REPORT#17-050 CLEARTEK STORM PANEL SYSTEM-HVHZ&Non HVHZ October 18, 2017 (W. Page 2 of 3 - SASE W 'r n_•• FLOFtfill t� '-� UNIFORM STATIC AIR-PRESSURELARGE MISSIt:E����"81�YCLIC LOADING (TAS 202,E330-02) PERFORMANCE(TAS 201,TAS 203) HETI07-4198 04/30/2007 HETI07-419WO4165 04/30/2007 HETI 07-4202132 04/30/2007 HETI 07-423&J 04/30/2007 HETI 07-4252 06/13/2007 HETI 07-4233/86 07/27/2009 HETI 07-4285 07/27/2007 HETI 08-2049• 10/10=8 HETI 08-2048/5W52 10/10/2008 HETI 09-2507B 01/28/2009 HETI 09-2507A 01/28/2009 HETI 09-2508B 01/28/2009 HETI 09-2508A 01/28/2009 139069.01-401-18 04/26/2012 B9069.01-401-18 04/26/2012 BT-ULTK-13-0011001A 09/24/2013 BT-ULTK 13.001/001A 09/24/2013 BT-ULTK-13-0011001B 09/2412013 BT-ULTK 13-001/001B 09/24/2013 13T-ULTK 15-001 04/30/2015 j 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 Yamlll G-Kuri PE signed and sealed all test reports for ST,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 MAPACT RESISTANCE: Large Missile(Level'W)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 products)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. JNSTALLATION: The products)listed above shall be installed in strict compliance as indicated in its respective Product Evaluation Document—Drawing noted above. MATERIAL CHARACTERISTICS AND SPECIFI9UM: The,product(s)listed above shall.be installed In strict compliance as indicated it its respective Product Evaluation Document—Drawing noted above. LIMRATIONS AND CONDRIONS 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#17-050 CLEARTEK STORM PANEL SYSTEM—HVHZ&Non HVHZ October 18, 2017 i Page 3 of-3 Conditions which are not indicated or accounted for in the Product Evaluation Document shall be designed for on a s!Wspecfc 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). � RY KAknp'•:, (jW1 6 PE 6 9' CA:67,5I 0 410F DRIDPa��.� ONAL 0 ''4 i i I ' i i i STRUCTURAL NOTES: 1. THIS NON POROUS SYSTEM HAS BEEN VERIFIED FOR COM IN ACCORDANCE WITH THE SIXTH EDITION Or THE FLORIDA BUILDING CODE(2017 FBC) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE THE ADEQUACY FOR IMPACT, POLYCMSONATESOUICESS DEFLECTION AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH APPROPRIATE SECTIONS'OF THE ABOVE REFERENCED RESULT ■ , , CODE, INCLUDING TESTING STANDARDS:TAS 201,202 AND 203:./ISIM E330-02, ASTM EISBO-05 AND ASTM Ef996-O5. SEE LIST OF Try1GLFRDPEJfDEA STANDARD.: Lux aAvm ways W REPORTS ON SHEET 1 OF 10. I �lm� �om� .A 2. DESIGN PRESSURE REQUIREMENTS OF A SPECIFIC SITE SW14L BE DETERMINED BY OTHERS.IN CONFORMANCE TO SECTION 1809 OF THE FBC FOR A BASIC WIND SPEED(ALLOWABLE STRESS DESIGN)AS.REOUIRED BY THE JURISDICTION WHERE THE SYSTEM WALL BE N9Qwm � _ __.... INSTALLED: ULTIMATE DESIGN LOADS (UDE)DETERMINED BY ASCE 7-10 SWILL BE REDUCED TO ALLOWABLE STRESS DESIGN LOADS D) matu:Waostutlfmt ttgs asm siiw asw BY MULTIPLYING.THE'UDL BY 0.6 TO COMPARE.THEM TO THE D PRESSURE RATINGS SHOWN ON SHEET 2. USE OF,DIRE FHXi ft;RlliwfiliiAT"Yifia """"tiiso, `iu „•. •. iispl vsm '" FACTOR Kd.0.55 IS ALLOWED, awiiitwolitau3 "Now offal _ mko 3ipei 3. IMPACT AND FATIGUE RESISTANCE HAS BEEN DETERMINE I ACCORDANCE WITH 7HE FOG SECTION 1609.1.2. LARGE MISSILE AS SWAM -- LISTED HEREIN. NOTC w9OD Af1M0ai 17M11 An tsaro 4. NO 33ACTOR INCREASE IN ALLOWABLE STRESS INCREASE- BEEN USED IN THE DOD. OF THIS PRODUCT. A 1.8'WIND LOAD _.__,,,,,..,,.., ... . .... .._..,..DURATION FACTOR WAS USED-TO-CALCULATE SCREW SPACINGS ,OR LAG SCREWS INTO WOOD. - '•"" �LRIa D06(IY. ..__........_._.. OQi1) il!!♦AMf._, 0.7aK ir001f..,... 5. 11i15 SITE CON EVALUATION DOCUMENT(PED) DETAILED HEREIN 1S HEREIN, -A LICENSED DOES NOT PROVIDE INFORMATION FORA SPECIFIC ry11f o[iuwriNo OW 6ICLAW Cr1cum C•1f1ASS SITE IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SWILL 3EutarroN P M POftF 100dp.T fso1:IFT t PREPARE SITE SPECIFIC DOCUMENTS TO BE USE IN CONJUNCT! WITH LINTS THE SELECTION, S. THE CONTRACTOR AND/OR PERMIT ADEQUACY FR IS TO BE PQNSIBLE FOR THE SELECTION; PURCHASE AND 9NSTALJADS OF THIS T1ASINEs11IFNaiHAR01WEA...... MTMm P#Ogm"'" aamm tum __ _.. SYSTEM: INCLUDING VERIFYING THE ADEQUACT'OF THE EOOSTING. RE TO WITHSTAND THE NEW SUPERIMPOSED LOADS SHOWN snvis3iioiiwu`iiolwo.,,,, nftww •, assom a�nm ..,. ,aam BELOW AND-THE SOUNDNESS SH THE E PREPARE_WHERE LOAD LIC S TO BE ATTACHED TO ENSURE PROPER ANCHORAGE. 7. SITE SPECIFIC PROJECIS,SHIALL BE PREPARED BY A FLORA LICENSED ENGINEER OR ARCHITECT WHO WILL BECOME THE ENGINEER OF •.•.•.._...-•,.. .-.__. ...__.,,,_.._._.. vm ASTMofu noxlr s doEao +i aoor".ri - OF RECORD (ER) FOR THE PROJECT AND WHO WILL BE R SISLE FOR THE PROPER USE OF THE PED. THE ENGINEER OF RECORD,' ACTING AS A DELEGATED ENGINEER TO THE PED ENGINEER SHALL SUBMIT TO THIS ENGINEER THE SITE SPECIFIC DRAWINGS FOR REVIEW. TEST REPORTS B. THIS PED SHALL BEAR THE.DATE AND ORIGINAL SEA.OF n E PROFESSIONAL ENGINEER OF RECORD THAT'PREPARE IT REGARDLESS UNIFORM STATIC AIR PRESSURE(TAB 202,E33M) OF ITS AVAILABILITY FROM THE FLORIDA PRODUCT APPROVAL WEI _ HETI074198 04/30/2007 9. THIS SYSTEM.MAY ALSO BE INSTALLED HORIZONTALLY FO NO'INSTALLATION DETAILS.SHOWN HEREIN. 10. <RESERVED> HET107.4202/32 04/30A2007 11. CORRUGATED.PANEL LIMITATIONS OF USE: HET107-4252 06/13/2007 THE MAXIMUM SIZE SHALL BE 25 PSF MAX, PRESSURE 0135 INCHES MAXIMUM WIDTH (CENTER/CENTER;OF-WALL FASTENERS). HET107.a285- 07/17/2007 ►.�� SEE TABLES ON SHEET 2 of 10. 12. FLAT PANEL LIMITATIONS OF USE: I HE"09-0015M2507A 10J128/Y009 'L7 THE MAXIMUM ALLOWABLE DESIGN PRESSURES ARE: 80+ F/P5 -60PSF, SEE TABLES ON SHEET 2 OF 10. H�OS:� •011262009 13. FOR DETERMINING INIFJtW1L PRESSURE IN THE ABOVE REFERENCE CODES.THIS PRODUCT IS CLASSIFIED AS•14ON-POROUS WITH A. 8906901-001-16 0412B/2012 .-+ips_' POROSITY OF LESS THAN 10% FOR THE CONDITIONS SHOWN IN PRODUCT EVALUATION DOCUMENT. CLEAR PANELS MUST COMPLETELY COVER.AN OPENING IN ALL DIRECTIONS. SEE,END IV BUILD OUT DETAIL ON SHEET 8 OF.10. BT-ULTK-13-001A 094=2013 3 14. ALL SCREWS TO BE STAINLESS STEEL 304 OR GALVANIZE A307 STEEL. ALL BOLTS TO BE ASTM A307, GALVANIZE OR 304 SERIES BT-ULTK-134)018 09/2412013 555111 STAINLESS STEEL 15. PANEL OR PANELS CAN BE USE ADJACENT TO OTHER CORRUGATED SYSTEMS. LARGE MISSILE 1L CYCLIC LOADING(iAS 201,TAB 203) $ 16. SUPPORTBRACKETS AND ANCHORS : LARGE MISSIL & 0TAIS 201, A ANCHORS INTO THE SUPPORT SUBSTRUCTURE(W CEILINGS, BEAMS AND FLOORS) SHALL BE INSTALLED PER HEn HETI07-4199A 04A30/Z007 MANUFACTURER'S REQUIREMENTS. HETI07-4233154 00012009 B. THE ANCHOR SPACING SHOWN ON SHEETS 2, 6, 7, 9 of 10, INDICATE FOR 1/4•and 3/8' DIAMETERS REFER TO CENTER OF SUPPORTING-BRACKETS. • HETIM2048 101110/2008 C. THE ANCHOR SPACING CHARTS ARE BASE ON A OVAL BRACKET SYSTEM USING MALE PANELMATES WITH.WINGNUTS, HET109-25078 01/2BY2009 FEMALE PANELMATES, SAMMYS AND DROP-IN ANCHORS SIDEWALK BOLTS. TAPCONS OF THE SAME SIZE MAY BE HETI09-25= 01/1812009 SUBSTITUTED FOR PERMANENT BRACKET INSTALLATIONS. MAXI-SET TAPCONS MAY BE USE. D. ANCHOR MINIMUM EMBEDMENT AND EDGE DISTANCES ST-UL M-13- 011 04/28/2012 OF ELCO ULTRACONS, TIW TAPCONS OR ALL POINTS T NS. BT-ULTiC-13 001A 09J24/1013 Ohre A37M E18BFi 02,E1998 02 51 OIE fJISMEX9 E➢G BT-ULTK-13-MIS 09/2412013 plus ASTM E181"Z E1996-02 d Hum am t'-f 4 N01 t2 D OR WMFAnMTRS S?E IFICAI u6 TENSILE TEST(ASTM 0638.03) , QWW RUB)OR 10 C(lK= 1-3/4 IN 12 D OR TER MIFLFAt F&n 99FC M HETI 07-T75D 09107rA07 W � ♦IM 0010aTE OR 110 fA116F1E - 12 m CR 9UFI0100IS HETI 09-T104/05 01=12009 tlooD OR Illim a D 3/4 erJl THIS PRODUCT a Z SUC AS STUCCO, SIDING AND PAVERS SHALL BE INCLUDE AS PART OF EVALAIUM EMIT Ott Z THE EMBEDMENT REOUIREMENr. AFAMTECTURAL TE'SM SIC. APPROVAL 1S ONLY 17. STEEL SURFACES TO BE PLACE IN CONTACT-WITH ALUMINU SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN REPORT No.; 957e.1Ai-401-" VAUD FOR THE STATE ACCORDANCE WITH FEDERAL SPEC NO.:TTP-645, OR BE GALVAN ZED. RMORT IMTE• 12-21-2011_ OF FLORIDA IS. MAXIMUM DESIGN PRESSURE VERSUS PANEL SPAN SHOWN N SHEET 2 of 10. INTERPOLATION IS ALLOWED IN BETWEEN TWO IM PROTOCOL: AS1M E lees-OW GYPACT!CYCLIC TEST MMM) SPANS TO OBTAIN SPACINGS NOT LISTED. ASTM E 1Ws-06 REACT STANOARD.VEDIFtGtgRO 19. ALL ALUMINUM ALLOYS SHALL BE 6063-T8, 6061-T6, 6061 TS OR 6005-T5. ASTM,E 3e0-02(STATIC TEST ML71IOD) RY LKMfp A. I 20. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE WN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL OEM PRE LIRE-.W PSF W/MMSIE LUM o A%V RIND WK 4.TEST rr44 I AA , 21. TRACKS MAY BE CURVED TO FOLLOW THE INSTALLATION PR FILE AROUND ARCHES AND RADII. CvptyL,SP�A1kE e0�f09 VIQ4S) :,err CEN�'.N"", $t NA 22. PANEL'S MANUFACTURER LABEL'94ALL BE PLACE ON A R LY AND VISIBLE LOCATION ON THE PANEL ONE LABEL SHALL BE V $� ,y PLACED FAR EVERY OPENING. LABEL SHALL READ AS U<TRATEK WORLWDE FOLLOWS: • N0.47b18 3301 N. Washington Blvd. =T4. JK REPORT O,s ATJ90A1-40f-44 Sarasota, FT. 34234 REPOEST RT M)j as/Oe/1a - * :TF= 17-50 FLORIDA PRODUCT APPROVAL NU BER FL-%XX%. OPENING ND.: xX H PROTOCOL ASTM E'+Me-0 +NPAct 6 6 s LYRIC TEST MWOD) - � „ NOTED 23. THIS DOCUMENT IN ITS ENTIRETY WILL BE CONSIDERED INVALID IF IT IS ALTERED BY ANY MEANS OR DOES NOT BEAR THE DATE AND AMU E IM-0e(WACT STANDAITD SPECIFICATION) a 10 18 17 ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARE IT. ASIM E 3113-02(SWIG TEST LlTIICO) 44: R OEM PNE1'SURE:e0 PSF W/MIME LM 0 AND IMIO ZONE 4, O P',•'�a�: OWE PfarVm. 90PSF f cptPtTjrl�i+�d.. PE. 1I�O CTR/CI SPAN:fl'-t•(100(10 FL a 1� crR/cm sASTDtEWs,a a•(Los N.)trmDE 1n esoE rWALLE. Q� CORRUGATED PANEL "FLAT PANEL TABLES TABLES CORRUGATED DESIGN DESIGN SPAN LOAD TABLE PRESSURE PRESSURE 4msP•t XWPX HOLLOW i DIRECT MOUNT PANELS AT BOTH ENDS am HOLLOW mNa 30PSF 4wism m•CDPOCR a woou 40PSF. ootla�le fTe lsnoc' woad MAX. -- I AX. DESIG LOAD • fr 10 • T • 12, 84' 55.0 .._...Y_.-_..,..��__.._....f�.._.......,1� ... ..-.If.._. i 11_... _.'�. _ 'i.._.__ ...11 96' 52.0 108' 35.0 fa f1 11 11 10 1r 1t tt 11 • _................... 77•' r 11 fl t1 11 132' 30.0 0 ?L----------��-- f( „__ p �� n it 11 r fl H 11 11 q H 11 »-If Ii MOUNT WITH FASTENERS AT MAX. 13 INCH O.C. 5 CORRUGATED DESIGN DESIGN SPAN LOAD TABLE PRESSURE 4=M �yi �� PRESSURE e a MOD C V! DIRECT MOUNT PANELS AT ONE END ONLY 50PSF mama OOMCKfE ntooc wood BOP :_ 'a MAX.-SPAN - IN MAX.' DESIGN LOADJO&OLf _._.. FAfilelkl r f0. _ f _ 7 • fAtiD� r f".._._.._.��____...e __._ .._....._ ... ........_.__._.._._..... ......._._ F. 72' 50.0 ff._........_r If _+ • - 84' 45.0 96' 40.0 /r 1t ft 11' s tr u u n • f�- 102' 22.0 a•• .�__. _.._ti._,. ..ii__ .---;�.._ _.._._i-.-. is• r 1t tt tf 7 _. a It If 11 0 A 11 i1 11 fl r If 1f if 11 .-._•..- STORY BARS FOR WIND ZONE 4 AND ESSENTIAL FACI Mfnlm•1HgrsSeps•tlonSchedulefor _ Moimunt Glass Separation Schedule GULSSSEPARAT10N 1.STORM BARS REQUIRED 12'FROM EDGE AND EVERY 1S IN THE FIELD. CaniSisted hOdt forCleArTek Flat Panels SCHEDULE NOTES: . ' 2-LENGTH OF STORM BARS SAME LENGTH OF PANELS.j Mount Parish. at One End O Minimum 1)GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION 3.MAXIMUM OPENING SIZE IS 801NCHES. Max. n-In Min ra onSeparationDISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING(OR Separation OTHER PRODUCT BEING PROTECTED)AND INTERIOR FACE OF to 4. MAXIMUM PRESSURE IS 75 PSF. 60 Romom Glass 5.WITH ABOVE CRITERIA,MAXIMUM DEFLECTION IS 0.85INFHES.PANEL IS 6•]25 Positive Span minimum With Side INSTALLED STORM PANEL ,9C,' > Z TO BE INSTALLED NO CLOSER THAN 21NCHES FROM GLAZING. 72 6.56 -Load Less Slpntlon ,Bt@dcel 2)SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE HW ' 6.STORM BARS(25c2"Li118"RECT.TUBE)FIT IN CORREGATION BETWEEN 87 p Than from Glass(see Not@ 3) WITH POSITIVE LOADS ONLY. O PANEL AND BUILDING AND ARE TO BE USED ONLY WITH ALTERNATE A 96 7� 225" 3)SIDE BRACKET IS AN WM BRACKETADDED HALFWAYACROSS ,"� CORRIGATED PANEL SHOWN ON SHi:5 OF 1Q 49" 2.25'. 102 7.125 SPAN ON BOTH SIDES.30 70.5 3.35' -2.47" 4)SEPARATION FROM GLAZING IS REQUIRED FOR ALL INSTALLATIONS V a + 9r . A'w 160' WITHIN THE HIGH VELOCITY HURRICANE ZONE,WIND ZONE 4 AND r�,,,,,,� �7'�_� 49" 2.25" 225" ESSENTIAL FACILITIES. 40 70.5" - 2.69' S)SEPARA71ON'15 NOT REQUIRED FROM YI)ON tLaE pEMALh FAsrow 1%w c1 DowEfls HOLLOW SIT 92•. - 332" PROOUCfTHAT00ESNOTCONTAIN ,..,,��'!i� � LAwW000 SAW( PANEL MATE(61"F rAstFlIAL a/e-fa1 MM-6 oa� 6)SEPARATION FROM GLAZING IS fk4 Q�IJIfF� yL.j,'�, 49' 2A3' 2 25: INSTALLATIONS OUTSIDE OFWIN- 4 pND v9 ({ram © SO 70.5" 3.03" FACILITIES. N0 JK aIr- PaNrsJ11W 92" - 3 80' * tk' 17-50 weew- SAHAH(CS)CONC. tAPCOf/ANo1oR ►III/GFD Lw fG•6T1•SMOOTH WALL PANWX NSfm 47' 3.00 225' - NOTED PATJ'fl0. 'SOors.•ILKSMA>osEr, tMtap-N oeoP-uL 60 7D,5" - 3.08" ; 40 R _II-- •�` 10 18 17 TYPICAL FASTENERS/ANCHO>S-114"AND 3/8" 1 92" �'°" '� `' •• pL�ia"• ':�PIE 2/10 XT.s. klz 1 . N 2 X 4 % 3%16: 1 2XX.3/16 • 2X 6X3/18' 1"F-TRACK FLAT F-TRACK REVERSE E TRACK 2.59 7 X 3/16- _ ALUMINUM 76) ALUMINUM(6061-T6) � SCALE 1:2 SCALE 1:2 1 SCALE 1:2 VERT. OR HQF(IZ.INSTALLATION LL 2 STUDDED ANGLE 1 ALUMINUM(6061-T6) SCALE 1:2TAR T f� P ' 2 IU T A5 L cu cs ik. 3"H-TRACK BUILT-OUT ANGLES L ALUMINUM(6WI--T6) ALUMINUM(6061-TO um N TJ • SCALE 1:2 SCALE: 1:2 (U 2"F=TRACK b ALUMINUM(W61-T6) 2 •"' c!— SCALE: 1:2 2 , x 4. %dA U-TRACK I"H-TRACK , AWMDIUMON1776) . ,E: 1:2 ALUMINUM(6061-T6) ' , ' . SCALE: 1:2 OU lU 2 " KEYHOLE WASHER �-+ 2 AWAlINUM(606i-1O U-TRACK SCALE 1-"11 D' L ALUMINUM(6061-T6) SCALE 1:2 cu ' 3"F-TRACK 2 AL :2(6 76) '� +I STO l• N • ALUM ( G IVSF2�� 9 rJ PANEL EDGE No.47516 2' I OF NOO OI B 17 E-TRACK 2"H-TRACK STD N-TRACK KEYHOLE DETAIL OPTIONS ,�aa�a." PE ALUMINUM(6061-T6) ALUMINUM(6061-T6) ALUMINUM(6061-T6) ALT.WELD DRILL J/r OR!/8'HOLE W/KEYHOL&MSHER FL 3/10, iJ14► q SCALE: 1:2 SCALE: 1:2 SCALE 1:2 SCALE: 1--1'-O' r (7 REF 3'-3 ci xx Q Nil• _ ♦ • '• •� 39"CORRU ATED•PANEL (OE LFXAN I031DAYM MAKROWM 3103(POLYOWAPAWWO iu . 8307 PSI, Fy- 9130 PSI SCALE. 3' 1'-0' • P P 'P 'P ' e.i Lill 33"CORRO ATED PANEL 6 (GE LEXAN IOYDAYER MAKROLON 110VIVI.YGNOSPARTECI Fu -9307 PSI,Fy-91346 PSI 0 ?4 !L` SCALE., 3'. 1'-0' o r Q « R P P 'P 7"2COR PE L (OE LEXAN 1031DAYER MAKROLON 310MMYONESPARTPCH) O Fu 9357 P51,Fy 91546 PSI � � SCALE: 3' . 1'-0• ►� NOTE ' r, r + '1) THICKNESS i 2.36 nn TO 2.50 nn f0.05 � V 2) MATERIAL (GE LEXAN 103/GAYER MAKROLON Q . Q 3103/POLYONE-SUNGUARD) M R • ' • `��I'iiY IjC4Mp i�r F-• 3) THE DIMENSION 'H'MUST BE 53.3 - 55A nn .. .` 1 45 ALL INCLINED PLANE THE THICKNESS 'T' MUST DE `• '• '�''� ri� con MINIMUM 240 nn ��tt:-C�CGENB�;, ' ; 5) PANELS NAY BE BENT ALONG CORRUGATION TO • —• R • • • = • • • • ♦ — �'• N0,47816 9 JK MATCH CURVED OR,ANGLED OPENINGS' 6) PANEL RADII MAY VARY BETWEEN 0.1 TO Obtr1 '• P • • R *: * _ 17-50 7>ALL PANELS MAY.BE CUT TO DECREASE ITS WIDTH. 8) TRACK MAY BE CURVED TO FOLLOW.THE Q 'Q :'9 _Q: ,. NOTED. 17 INSTALLATION PROFILE AROUND ARHES AND RADII. -• 9) HEIGHT OF WAVE MAY VARY DOWN TO 0.75 INCH. 21"CORRUGATED PANEL 10) PANELS MAY BE BENT OR CURVED TO ACCOMNDDATE Job I �'• �# 4/10 CURVED OR MITERED'GLASS (OE LEXAN 103AtAYERMAPSI, Fy 7109134 NE•SUNOUARD) r , 11)PANEL WIDTH MAY VARY BY 5X. Fu L 933' PSI, Fy. 91340 PSI r't� , SCALE: 3' . 1'-0� DATE• LAP.wwYw -- .,o1Nr 7AtIL11P1E LAPS n PFi911551TI1E —'- _-- g� W I RA rn e His- SECTION E-E a D , C AN ALTERNATE"A"121N. ORRIGATED PANEL C42W 1031BAYER•MAKROLON 31 LYONESP TECI WALRAN.P Fu 9387 PSI,Fy 91346 PSI 3' 1' ci C3 E ALTERNATE"B"12IN.CO GATED PANEL SABICIE)IAN 107/911YER-MAKROLON31031POLY0 ARMWALRAN-PALSUN) Fu -9367 P9,Fy -'91 PSI SCALE 3' 1'-0' TYPICAL ELEVATION I PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING 4 C APPLICABLE ANCHORING DETAILS D ALTERNATE"C" CORRIGA PANEL SABICJKAN 103OAYE-MKROWN310]IPOYO PARECNARAMAL UN) ALTERNATE PANEL NOTE, W a Z E-+ Fu . 9367 M.Fy 913411 PSI SOLE: 3• 1'-0• 1) ALTERNATE'PANEL 'B'. 'C' AND 'E' MAY ONLY 7 BE USED AS A DIRECT MOUNT AT BOTH ENDS. ,� + 1,i 7- � 3 3/4 '•1� �1FY KAh1P ou .' ��, j w 1 t 1141 :�� ND.47516. �v9' JK 17-50 ALTERNATE"D"CORRIGATED PANEL ALTERNATE"E"CORRIGATED PANEL NOTED I to s 17 SABIGLP.7(AN 1031BAYM-MAKROLON3103IPOLYONF ARTEMPALRAN.PAISUN) SABIC-LE%AN 103A9AYER-MAKROLON3103?OLYON&SPAR7ECNNALRAN-PALSUN) At pp Fu 9387 PSI,Fy 913{I PSI F 933�=9,��91346 PSI Jo �" l { ram` '5110 SCALE: 3'- 1'-0' d W : i a ° z a . a 4 a a * MAX. PANE.SPAN-tot•PANEL SPAN SEE CHART GN TNF" - uo TYP • FOR LOAD SPAN txc U IY1K MAX SPAN FLAT PANFL O oN � y PIN G 6 4. { t=t G i4i . 4 O•' 07 p p. d CL qPANEL AN-toz• _ p FOR LOAD VS.SPAN N� 0 { O InQ' MAX SPAN FLAT PANEI a ; p q. a a- a F� MAX. PANE.SPAN �Oy o PANEL ET S MAX PAN.SPAN - ••.'Y c+ FOR LOAD VS. SPAN = PANEL ET S-2 • c �c��Zy<i 0 c o FOR LOAD SPAN CA#am 2017 FBC(NKii AND NON-HDM Vo.Oarr NURHICJIItE ZONES) REV. DESCOMM twrw tzN . ?� Z CLEARTEK � Ultratek Worldwide Inc. -� I EA STORM PANEL SYSTEM °Sm%fL M °N°'"' •mc Wds O +NON-HVHZ) "° 34240 .�..dmmwk.ar� co.i)rh- +a-ean � Qc� ra g REFER TO ANCHORS ON .SHEET a o 13'O.C. MAX- z%3% 1§ 2%4% 1/a 2%5% 1/a• D 2.5X 7A S' p D CONC..7iLOCK ALLN1. ILA W6TG%43—S/a'TENS O j0y,OR K REFER TO ANCHORS'ON WOQO•GR - REFER TO ANCHORS ON i 6'O.C. SHEET 2 O 13'O.C. MAXy- • FETAL Q SHEET 2 13'O.C.MAX. Pr 4too e, Go LL • .4 3 •o, 3 s J YYf i a REFER TO ANCHORS ON lEdlEdl C .�•� + SHEET 2 O'13'•O.C.MAX. Q —RJ TO ANCHORS ON W e c v SHEET 2 O 13'O.C. MAX, • 014,%5/b•TEKS O Fp4i�� O.C. mn¢ a ri P4 Z REFER TO ANCHORS ON + oa SHEET 2 O 13'O.C. MAX .0&Ul OO.QR U . RETAt,' METAL a SECTION C-C a SECTION D-D ��KAMPy�., pp y :•�y`I �pE NSF -,�v 2 No.47516 JK * •*' NOTED • R 10 18 17 Jc a , �"•��?r� 7/10 SIDE.CLOSURE HOTE- L Fat WALL MOUNT,COMDITOINS,PANEL OVERLAP SHALL DE A MIN"OF'IS TIMES THE GAP BETWEEN THE PANEL AND THE WALLI THEREFORE NO SIDE 0 o CLOSURES WILL BE REQUIRE& rsdclaltx r It 11•TO Bar r RM NUT(11P) r/b•x 3/3Y - 1 wNN Nur(TIP) E IIAITUF INE 50f� � —�• 1 p T S 1 x 3 x 1/8• 2 z 4 x 1/1: 2x5x 1/0 Hill] III I ALUM.ANGLE OPTION 1 =EO CV► p OPTI N 2 - jGRIW • 60E3-TB ELEVATHM ihrlut-IMPAMQ E y WrMrtA�S V 1/4'THRU BOLT W/ GENERAL NOTES7 t GENERAL ►xftec; SPA ,S Io CTAR StAEE WASHER O NUt AT r. TIfS SfIXM TANG.SIS1E1/IS DE9UAYD FOR"Rwr A' TO m sl a• 1 4-1/2.O.C. Av AONOt?DANQ wM 1.5 TOAr FLORIOA txElnnAN MOB AGNOW PAAIELS r. 1NS SipIN PAfi6 SY77EL IS OE9RIEv AD.I ww PANELS T.ux Rr CrrAEI mw wM AAMAo1EO?/.QAEE I N ALti1g1OYMxE w1M IHf TNI7 FINIWA LSNI01lN LEE7B 1� ON.VANM Sill STp1Y PAAp.MAMYNS IANDIE STHT MD Lm"m z LVA w GYWI�Wlldl wiN AP/Ito1ED 71 OAOE 7W t DOT= Q REFER TO ANCHORS ON y I Cl 2AU NS sfdz SRNN PAARi NNAwNR4 NAAOIT SME All IIA711 L SHEET 2 O 13'O.C.MAX.'WITONAL b PLAN'VIEW TYPICAL PLAN VIEW TYPICAL COUNTER TOP CONDITION w H s ..... ...... SCALM)'-V V MAX.SHHASS UTTER HMOOW-D Fr. „pq /4'ANCHORS O 24' D.C. N 1 1 4 W CI A :::1'• A 1 7/3'ONl x 3/3T' I 1 X 3 X 1/11• Zi AT IT OC.(TIP) I 1 x 3 X 1/8 ALUM.ANGLE FOR WWW �i ar NOfof175 NF OPTION /3 - EG REaAaF 0 0 3 - EGRESS BOU�T-OUT CAP�+DM�Y OPTION `3 - EGRESS rNe FtXL*1 PAAU CEO)NC AND FLOOR NTING TYP1CAi ELEVATION SCF PACE MOUNTING INsrALLAnoN END CAP BUILT-OUT CONDITION DETAIL'A' S. A-(�A0.NNdi AAI[L4 cwn -�-- SCALI!:3•-1'-0' •,,,EE 17 Mp�A,,�A/� GOD 0.47S CTN1N#-A A y17-50 1. INS STM PNEL PSIN rs DESOMNOTED N AMOED+WLEwnr 1NETot r AL(NDA MOM MOB - - ' 1E/ lO 10 17 US N MMAIN11Ol wINAPHIa=TI GXDETAIL jj G4LYAArffD SSR7.SitA01 PANEL pdwrlGi � orom mrs OPTION 3 - EGRESS 1 SET INS SIM FUR Ao01110 M NFOWIAIION v 7'II14-X3�E" WALL PLATE FL .`�'J5�1 t��`�, C7/1 O i RUM TO ANCHORS ON SHEET 2 O Ir O.C.MAY. FASTENERSWOOD STUD His REQUIRED TO b1EXISRNOWOOD G' oil HEADER 2 X 3 X 11W 2 X 4 X 1/6- ALUKIi�E AN • 6063-T6 jjr+ 8 • 1 v REFER TO ANCHOR ON . SHEET 6 S ... e _ IRE FASTENERS SEE /14 S.M.S. O S•0. SCHEDULES'ON SHEET 2 y . a a1'X C ALUM.4•X 1/6• Z TUBE W/(2) 1/4•DIA X 4- TAPCONS•FA W/2•MIN • + PENETRATION INTO 0 STUD •X B•CONT.WI) 1=4 STUD W/(2) 1/4 DUL 5 TAPCORS O EA. CO INSTALLATION DETAILS ON EXISTING WOOD STUDSrmz `,��•��y:1ipMP,y, ,,�, q EXISTINO STUD �Z `�,EN$F'•,4'�9% z ABOVE DETAILS SHOW CONNECTIONS'OF 2X6 BUCK 4c 1X4 ALUM.TUBE TO WOOD STUOS TO PROVIDE A CONTINUOUS SURFACE FOR A SHUTTER NWALLATION. :0� py0,475Tg PJKFOR SHEETS �THRON AILS OF H /SLL TO CONTINUOUS WOOD MEMBERS SEE -�� * _ OTED10 18 17F 1 O.. REFER TO SHT. 2 of 10 FOR REFER TO SHT. 2 of 10 FOR ADDITIONAL DETAILS 11' O.0 ADDITIONAL DETAILS AND AND-SHEET 2 OF 10 FOR FASTENER SPACING SHEET'2 OF 10 FOR FASMIER SPACING 1/4"-20 BOLTS 12'ON CENTER WITH 2,IN. OVERLAP 1/4"HEX NUT FOR PERMANENT INSTALLATION. ERHER 1/4" HEXNUT OR YANG r 5 FOR ALL OTHER INSTALLATIONS POLYCARSONATE PANEL oma TO 0.250 INCHES THICK (TYPICAL) OR SCREWEDWELLED I. •I 1 I UNLTMTTFTI I b TYPICAL TWO-SIDED INSTALLATION: TYPICAL OVERLAP INSTALLATION, CLEARTEK STRETCH BRACKET CLEARTEK ALT.STRETCH BRACKET Q f td VER7ICALORHORIZONIALINSSALLATION N.TB. VERTICALOR HORIZONTAL INSTALLATION N.T.B. VERTICAL OR HORIZONTAL INSTALLATION V2L1• VFRTICALORHON7ANTALINSPALLATION taw Y NOTE: FOR 1. SIDE.COURTESY STRETCH BRACKETS MAY F,ASTE ERS. 1/4"OR 3/8' BE USED. 1/4"HEX NUT USED FOR 2. STITCHING OF PANELS CAN BE �,1/4-_2 D�YA� PERMANFM INSTALLATION SUBSTTUTED'BY SOLID PANELS-AS LONG AS THE SPAN REQUIREMENTS ARE MET. 3. STRETCH BRACKETS MAY BE USED ON ARCHED PANEL SECTIONS. 4. PANELS MAY BE CURVED AND/OR CUT TO W FOLLOW THE PROFILE AROUND CIRCLES, O ARCHES AND ANY OTHER IRREGULAR-SHAPED O a Z OPENINGS, 5. STORM BAR MULTIPLIER � O (# OF STORM BARS +1) X SPAN CHART O + 6. PANEL EDGES CAN BE BENT TO INCREASE O RIGIDITY. 7. AN OPTIONAL UV AND/OR SOLAR EXTERNAL ® CDVLR LAYER MAY BE ADDED ONTO THE SYSTEM. . . O rlNrurrrr KAMF 1/4"HEX NUT FOR PERMANENT INSTALLATION. :•.j yENSF''.;�,�: C/� EfTHER(L 1Ar HEX NLR OR WING NUT FOR 1/1'HEX MIT �� ;9 1/4"OR 3/B"FASTENER. SEE SMFD:1 2 OF 10 FOR TYPES ALL 6THFR INSTALLATIONS •�= N0,47510 JK OFF FASTENERS AND SHEET 2 OF 10 FOR SPACING. TYPICAL ATTACHMENT DETAIL OPTIONAL COVER'DETAIL •rv; 10 1e 1� VERTICAL OR HORIZONTAL IWSTALL.ATION 1/2"-1" VERTICAL OR HORIZONTAL INSTALLATION 1l2ti1• jO FL ,� ,L t�IL1S7E7E 10/10