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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 !f Business & Professional Regulation rr' BCIS Home I Log In User Registration ' Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links Search Ore Product Approval USER:Public User Product Aonroval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL17733-RI Application Type Revision Code Version 2017 Application Status Approved iComments Archived i I Product Manufacturer Ultratek Worldwide Address/Phone/Email 3801 N.Washington Blvd. CSarasota,FL 34234 f (941)351-6700 info@hurricanesafeproducts.com Authorized Signature Steve Motosko + info@hurricanesafeproducts.com Technical Representative Steve Motosko �I Address/Phone/Email 3801 N.Washington Blvd. �I Sarasota,FL 34234 (941)924-2285 info@hurricanesafeproducts.com Quality Assurance Representative Steve Motosko Address/Phone/Email 3801 N.Washington Blvd. Sarasota, FL 34234 (941)924-2285 info@hurricanesafeproducts.com 1 Category Impact Protective Systems p\C Subcategory Removable w Compliance Method P Evaluation Report from a Florida Registered Architect or a Licensed D Florida Professional Engineer Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed John Henry Kampmann Jr.,PE the Evaluation Report Florida License PE-47516 _Quality-Assurance-Entity Keystone_Certifications,_Inc— -------__---- Quality Assurance Contract Expiration Date 07/26/2027 Validated By Frank L.Bennardo,P.E. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL17733 R1 COI Certificate of Independence 17-50 odf 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://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 4/23/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code 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 t 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-OSOLI)df 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 R1 AE Product Evaluation Report-17-50i.Ddf information Created by Independent Third Party:Yes i i Badc IVex Contact Us::2601 Blair Stone Road.Tallahassee F132399 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: - Credit Card Safe I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgs%2bbt23mL 8... 4/23/2018 -ENGINEERS, INC. www.meaengineers,corn CJIMEICATION OF INDEPENDENCE REPORT NO.: 17-050 DATE: October 19.2017 PRODUCT CATEGORY: Impact Protective Systems PRODUCT SUB-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): his-is-to-certify-that this-Florida Professional Engineer performing 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. I 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 entity 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). 1�111.IIIIf�� O. menff., PE *:F ride cense Nct 4 516 • t t� STATE 6p •� r • A% •(4; ONAL lilllll� 5656 LAWTON DRIVE,SARASOTA,FL 34233 P80NE(941)922-3854 FAX(941)922-9964 EMAIL jkampmann@mesengineers.com i ' I . FL 17733-HVHZ+Non HVHZ e �111l1llff ENGINEERS, INC. p f .�QQ • E •. Q ' *• www.meaehd1neers.com z; \40• O: •ww PRODUCT EVALUATION REPOR#�� � .��OF REPORT NO.: 1'7-050 A,9 F L O�• �'• i '•��' DATE: October18,2017 PRODUCT CATEGORY: Impact Protective Systems PRODUCT SUB-CATEGORY: Removable PRODUCT NAME: CLEARTEK STORM PANEL SYSTEM(HVHZ& MANUFACTURER: Non HVHZ). Uitratek 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 Ukrabk Worldwide inc.,manufacturer,in accordance with the requirements of the Florida Department of _Business and Professional Regutation_(Florida Building Commission),_Rule Chapter_No.:..61 G20-3.005, Method 1 (d). All products listed above have been tested and/or evaluated as described 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 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#17-050 titled'CLEAR7FK 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 10118/17,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 09/08/10 for Florida State Approval.Report No.:A3398.01-401-44 Large Missile Impact Resistance and Cyclic Loading Performance per ASTM E1886-05 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.:A3398.01401-44 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.:B5753.01-401-44 Large Missile Impact Resistance and Cyclic Loading Performance per ASTM E1886-05 and ASTM El006.06 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.:85753.01-401-44 5656 LAWTON DRIVE,SARASOTA,FL 34233 pXp1YE(941)922-3954 FAX(041)922-9564 fMM jkampmann@meaengineers.com �•I MMPAJ \♦ ',.1ltl,j,�IA�04. PRODUCT EVALUATION REPORT#17-050 CLEARTEK STORM PANEL SYSTEM—HVHZ&Non HVHZ = = J17 October 18, 2017 E is14 W; Page 2 of 3 TAT • • P ` oar°•'�aa%*4 UNIFORM STATIC AIR-PRESSURE - LARGE MISSIL: ;0%LIC LOADING (TAS 20Z E330-02) PERFORMANCE(TAS 201,TAS 203) HETi 07-4198 04/30/2007 HETI 07-4199/04105 04/30/2007 HETI 07-4202132 04/30/2007 HETI 07-4233154 04/30/2007 HETI 07-4252 06/13/2007 HET107-4233/86 07/27/2009 HETI 07-4285 07/27/2007 HETI 08-2049- 10110/2008 HETI 08-2048150/52 16/10/2008 HETI 09-25078 01/28/2009 HETI 09-2607A 01/28/2009 HETI 09-2508B 01/28/2009 HETI 09-2508A 01/28/2009 B9089.01-401-18, 04/26=12 B9069.0tAW-18 04/26/2012 BT-ULTK 13-0011001 A 09/24/2013 BT-ULTK 134M1/001A 09/24/2013 BT-ULTK-134001/001B 09/24/2013 BT-ULTK 13-001/0016 09/24/2013 BT ULTK-15-W1 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'sealsd all test reports for HETI,MrYamil G-Kud PE signed and sealed all test reports for BT;and Mr Shawn Collins PE signed and soiled all test reports for A►chitedural Testing. STRUCTURAL ENGINEERING CALCULATIONS Siructural 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 2W)Impact has been demonstrated as evidenced in previously listed test reports,and Is accounted for in the engineering design of'this prbducL WIND LOAD RESISTANCE: The product(s)listed above have been designed to resist wind loads as indicated In the span schedules) on its respective Product Evaluation Document—Drawing noted above. INST&LL&I The pioduct(s)listed above shall be Installed In strict compliance as indicated in its respective Product Evaluation Document—Drawing noted.above. MATERIAL CHARACTERISTICS AND SPECiFICATK3NS: The products)listed above shall be installed in strict compliance as indicated in its respective Product Evaluation Document—Drawing noted above. LIMB MMA AND CONDITIONS OF USE: The product(s)listed above shall be installed In strict cornpfiance as indicated in its respective Product Evaluation Document—Drawing noted above. i PRODUCT EVALUATION REPORT#17-050 CLEARTEK STORM PANEL SYSTEM—HVHZ$Non HVHZ October 18, 2017 Page 3 of-3 Conditions which are not Indicated or accounted for in the Product Evaluation Document shall be designed for on a site=speclfic basis by a Florida Licensed Professional Erdneer. 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). ARY KAlk Johi (t?3f fg PE 9 FL I .47 16 CA:67� OF • �. OR 10 P, '�1�i�•` .IpNAL i I I I STRUCTURAL NOTES: 1. THIS NON POROUS SYSTEM WAS BEEN VERIFIED FOR COMPL VICE IN ACCORDANCE WITH THE SIXTH EDITION Of THE FLORIDA IOLYCI11190NA7ESOU11C6 W a BUILDING CODE.(2017 FBC) FOR USE WITHIN AND OUTSIDE THE HIGH.VELOCITY HURRIME ZONE THE ADEQUACY FOR IMPACT, DEFLECTION AND-FATIGUE RESISTANCE HAS SEEN VERIFIED IN RDANCE WITH APPROPRIATE SECTIONS'OF•THE ABOVE REFERENCED' RESULT CODE, INCLUDING TESTING STANDARDS: TAS 201,202 AND 2031/ISTM E330-02,ASTM E1886-05 AND ASTM E1996-05: SEE LIST OF m REPORTS ON SHEET 1 " e - far61 R 2 DESIGN PRESSURE 10. LLV 1Nu1Mr4 7YPKJ1LPR0/ER116 STANDARD wY -. EOUIREJENIS OF A SPECIFIC SITE S1 BE DETERMINED BY OTHERS Id CONFORMANCE TO'SECTION 9 OF UIa1111mRe+M A mammy _. � - 1HE FBC FOR A BASIC WIND SPEED DESIGN)(ALLOWABLE STRESS .)AS.REOUIRED BY THE JURISDICTION.WIHERE THE SYSTEM WILL BE MECHANICAL S INSTALLED: ULTIMATE DESIGN LOADS (UOL)DETERMINED BY ASCB 7-10 SHALL BE REDUCED TO ALLOWABLE STRESS-DESIGN Lms(�D) !pp4ynusm!" --oei ssto ghid .u� ._. . BY TOR KLYING.TIS ALLOWED, 0.6 TO COMPARE.THEM TO THE PRESSURE RATINGS SHOWN ON SHEET 2. USE OF.OtRECRONAlJT1 iiEiiwiLsiigMoinlrritic FACTOR Kd.0.B6 IS ALLOWED. I iiuiiliui�fooair � AmroXso sem Srotr 34gt.i 3. IMPACT AND FATIGUE RESISTANCE HAS BEEN DETERMINED IN ACCORDANCE WITH'THE FBC SECTION 1608.1.2. LARGE MISSILE AS ' LISTED HEREIN. . . ..... _..._-._ ._._-...__...... ss_ 4. NO 33-1/3%INCREASE-IN-ALLOWABLE-STRESS INCREASE BEEN USED IN-7HE DESIGN OF THIS PRODUCT. A 1.6'WIND LOAD /gipEP�D KTMO>34, f7RID/In, _1k_WW_........ .......... AA�L`T(pO .,.. _,... . .DURATION FACTOR WAS USED TO CALCULATE.SCREW SPACINGS FQR LAG SCREWS INTO WOOD. aDpdry „' 4t00J4, 5. THIS PRODUCT EVALUATION DOCUMENT(PED) DETAILED HEREIN 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC MIIOFMIIMINO ASMOM f}CLASS CACIAII. C-lq 1w .SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SWILL 1RYN91RIOM DIl79 jpe.s r. 10104p,i w4owiT PREPARE SITE SPECIFIC DOCUMENTS,TO BE USED 64 CONJUNCTI WITH.THIS DOCUMENT 6. THE CONTRACTOR AND/OR ADEQUACY HOLDER S TO BE NSIBLE FOR.THE SELECTION; PURCHASE AND R4STAI LA710N OF THIS ITIHIIEITT[NOMIAfl131WMiNGUIIi'" ARMW a0f0m �mm• tutq FFTTIINN _...- --....,._.�__._.. SYSIT]A; INCLUDING VERIFYING THE ADEQUACY OF THE EXISTING._ RE TO WITHSTAND THE NEW SUPETRIMPOSED LOADS SHOWN � sn9as1Rio11EWUT+DaIa AR _.... .. .. _.. ._ BELOW AND-THE SOUNDNESS OF THE STRUCTURE.WHERE THE _.. �ptrm wotq _;,asset ,.. „ium SLICENSED IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE 7. SITE SPECIFIC PROJECTS SWUl.BE PREPARED BY A FLORIDAA LICENSED ENGINEER OR ARCHITECT WHO WILL BECOME THE'ENGRLEl72 �vet om ne0ir 1 dour •s rioor 1. OF RECORD (EOR) FOR THE PROJECT AND WHOAALL BE-RESKASIBLE FOR THE PROPER USE OF 7HE'PED. 7HE-ENGINEER OF RECORD,' - ACTING AS A DELEGATED ENGINEER TO THE PED ENGINEER SHALL SUBMIT TO THIS ENGINEER THE SITE'SPECIFIC DRAWINGS FOR REVIEW. TESTREPORTS e. THIS PIED SHALL BEAR THE DATE AND ORIGINAL SEAL OF TH PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT REGARDLESS UNIFORM STATIC AIR PRESSURE(TA8202,E330-02) OF ITS AVAILABILITY FROM THE-FLORIDA PRODUCT APPROVAL.W UNIFORM ST AB04t 0/2.E3 9. THIS SYSTEM MAY ALSO BE INSTALLED HORIZONTALLY FO NO INSTALLATION DETAILS.SHOWN HEREIN. HETHETI 074108 04P30Y2007 10. 42RESERVED> 11. CORRUGATEO.PANEL'UMITATIONS OF USE: I HETI 074252 06/132007 v THE MAXIMUM SIZE SHALL BE 25 PSF MAX. PRESSURE O 35 INCHES MAXIMUM WIDTH(CENTER/CENTER.OF-WALL FASTENERS). HETI 07.4265- 0712712007 SEE TABLES ON SHEET 2 of 10. HET108-2048150152 10/102008 d 12. FLAT PANEL LIMITATIONS OF USE: U HEn 2507A 01fte20(19 THE MAXIMUM ALLOWABLE DESIGN PRESSURES ARE: + F/-BOPSF. SEE TABLES ON SHEET 2 OF 10. HETIOB M-0508A •01282009 �y. 13. FOR DETERMINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES,THIS PRODUCT IS CLASSIFIED AS-NON-POROUS WITH A POROSITY OF LESS THAN 10% FOR THE CONDITIONS SHOWN IN TT HHUii888 PRODUCT EVALUATION DOCUMENT, CLEAR PANELS.MUST 89069.01+W1-18 OUZB/2012 COMPLETELY COVER.AN OPENING IN AL DIRECTIONS, SEE,END C'1P BUILD'OUT DETAIL ON 94EET 8 OF.10. ST43LTK-13-001A 09242013 3 14. ALL.SCREWS TO BE STAINLESS'STEEL 304 OR GALVANIZED 7 STEEL ALL BOLTS TO BE ASTM A307. GALVANIZED OR 304 SERIES Err-ULTK-13-001B 09 41=3 STAINLESS STEEL_ ��ICiiO0 ,� s t 15.. PANEL .PANELS CAN BE USED ADJACENT TO OTHER APPI20VW CORRUGATED SYSTEMS. LARGE MISSILE 6 CYCLIC LOADING(CAS 201,TAS 203) S 16. SUPPOIRTBiBTMC AND ANCHORS:• HET107-4199AW05 04f3M=7 A. ANCHORSS INTO THE SUPPORT SUBSTRUCTURE(W CEILINGS, BEAMS MD FLOORS) SHALL BE INSTALLED PER HETI07-4233/54 04130Yl007 MANUFACTURER'S REQUIREMENTS. HETI07J233M O7/27nm B. THE ANCHOR SPACING SHOWN ON SHEETS 2. 6. 7. 9 of 10. INDICATED FOR 1/4'and 3/8' DIAMETERS REFER TO CENTER OF SUPPORTING BRACKETS. HETI 08-2048 1011012008 C. THE ANCHOR SPACING CHARTS ME BASED ON A OVA.BRACKET SYSTEM USING MILE PANELMATES WITH:WINGNUTS. HETI 09.2507E OU2e12009 FEMALE PANELMATES.SAMMYS AND DROP-IN ANCHORS 1111TH SIDEWALK BOLTS. TAPCONS OF THE SAME SIZE MAY BE HETI09.25088 012e2008' SUBSTITUTED FOR PERMANENT BRACKET INSTALLATIONS. TTW MAXI-SET 1APGONS MAY BE USED. B8089.01-401-18 0428P2012 0. ANCHORUI. MINIMUM EMBEDMENT AND EDGE DINT ST-ULTK-13-001A OW42013 pWs ASTM E1886-02,E19MM OF F1C0 ULTRACONS. IT A N TAPCONS OR L POINTSS TAP TAP N§. BT-UL7K43-0018 0SAM013 PW3 ASTM E1886.OZ E1996-02 9J01RJL7UE OK3= GIGE I1Ma iDILOE BODX f-1 4.MDI 12 D Olt M UWACRIEA's 962CUM i TENSILE TEST(ASTM D638-00) =f met AL 19{XNDLTE 1 .1-3 4 NII 12 D OR MR 101FAC71RHC5.9'Bi1D11106 HE n 07--T750 091=4007 4 A4_W IMM OR 2 13 COMA 1 1-3/4 4Di -LID_ MYAiACA1tR"S S6�TII110N5 HEFT 09-T104M 012842009 100D oR tMElt e D 3 4 0DI THIS PRODUCT o E. EMSECIMENT INTO NON-STRUCTURAL 1A_TER IR AS STUCCO, SIDING AND PAVERS SHALL BE INCLUDED AS PART OF EVAlL1110N B6ED ft THE EMBEDMENT REQUIREMENT. ANCIMMMAL 1EMW W_ APPROVAL M ONLY 17. STEEL.SURFACES TO BE PLACED IN CONTACT WITH ALUMINU SHALL BE GIVER ONE COAT OF ZINC CHROMATE PRIMER IN RWw Na. 067e.1.01-401-44 VAUD FOR THE STATE ACCORDANCE WITH FEDERAL SPEC NO.:TTP-645, OR BE GALVANISED. WORT CAE: 12-21-2011. OF FLORIDA I& MAXIMUM DESIGN PRESSURE VERSUS PANEL SPAN SHOWN CN SHEET 2 of 10. INTERPOLATION IS ALLOWED IN BETWEEN TWO SPANS TO OBTAIN SPACINGS NOT LISTED. MY PROTDCOI Am E teea-I6 pLpAOT!11CLI01EST uE11gD)LISTED. ASTM E 1008-0(OVACT WA WtD.sMMCKWN) 19. ALL ALUMINUM ALLOYS SHALL BE 6063-TO. 6061-T5. 6061I}-T6 OR 6005-T5. ASIM E 330-02(STAIC TEST MUHM 5114114y 20. ANCHORING OR LAMING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL VeWK PRESW FM 00 PSF III MCBSIE LOM D AND V"ZONE a ++4441 pY fAA�A CIM FO 21. TRACKS MAY BE CURVED TO FOLLOW THE INSTALLATION PROFILE MOUND ARCHES AND RADII. ALL spsM, E Oo�109"CHO) y+++ �•,,^��o►pi.,A� g 22. PANEL'S MANUFACTURER LABEL'SHALL BE PLACED ON A RE DILY AND VISIBLE LOCATION ON THE PANEL. ONE LABEL SHALL BE 1.10EN8�i•�y'y 2 PLACED FOR EVERY OPENING. LABEL SWILL REM AS FOLLOWS: ULTRAIIEK WORLWIDE �7Es1W R+6 *� No,47516 :V9�� JK 3801 N. WosMngton Blvd. 1470RT NOs Aupp01-401-44 Sameoto, FL 34234 RERM7ow NoTF: o0/oe/10 7� :Tk= 17-50 FLORIDA PRODUCT APPROVAL NUMBER, FL-XXXOX OPENING NO.: XX 7W F MROCOU ASTM E IOW-OS 0WACT!CYCUC TEST METHW) „ NOTED 23. THIS DOCUMENT IN ITS ENTIRETY WILL BE CONSIDERED INVAU IF IT S ALTERED BY ANY MEANS OR DOES NOT'SEAR THE DATE AND ASTM E 19ve-Os IMPACT STAMIAw SPECMATWO •Q� 10 18 17 ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THATPREPARED IT. ASTM E-330-M(S►ADC TEST 193MM) W/MIME LOLL 0 AND 1MND ZONE 4. 'fd O P'.•'`1�. . OYEPAL SPAN:W-10 R109 N.) a ' P ,4('�'S.Jr.. PE' . 1�10 CWCTR FASIETIEIM a'a'(105 N.)awe m fNSDE nuw- l i . I I Q W - CORRUGATED PANEL •FLAT PANEL TABLES TABLES CORRUGATED DESIGN DESIGN SPAN LDAD TABLE PRESSURE PFiESSI 4"PM- -fmrrt HCLLoav DIRECT MOUNT PANELS AT BOTH ENDS 30PSF 1mm 700e1,01 :HOLLOW 40PSF. CONOR7E .e01C1E1! 'anor. wood MAX. SP Dcommomm, COROWN iiit= WOOD ta3 to • t _ . 11 —7 FASISEM q 11. ._. .. 11 •� •H ... ..-11...... _.._. . 84' 55.0 .._..r.__......_.�f.._.........��.._....i..{. tf.._. s 11..._._-'f . . 1t"'•-_ .._.1i. 96' 52.0 _._ ..108' 35.0 », tw 1t fl J!._._...__?? 101 1t tf tt a M 11 11..._.._. t1 11 •• FAITUMN7 ..,..�•_.. ....,„..._..._.-11•.. 11 1a .. FAEIH�Ia ...____.._._..._........ ........._...__.__..._ ...-- 132' 30.0 - a t+ w „...- •...��,. 135' 25A w 1+ ff ff fl w 1f 11 - It It y� MOUNT WITH FASTENERS AT MAX. 13 INCH O.C. CORRUGATED DESIGN 4mpx moorN 1 HOLLOW b• SPAN LOAD TABLE PRESSURE 4010m 2mm PRESSURE cortofam cematm aao:at wood C DIRECT MOUNT PANELS AT ONE END ONLY PSF oomafoe CONCAere laeox wood SoPS MAX.-SPAN - IN. MAX: DESIGN LOAD _... 60' 60.0 Iw - rAaRt!!!f •-_,•,M.,...._._.�.-.. .....�_ fAf1fl�O M a.-.-•_._ _.;_'__.—_.Q____..__6 �, 72' S0.0 d n' u --q._�_._ a a it. to 84' 45.0 i tf'_. __.m•-- : .ia' 11..._...._1f_..... _.1ai... •_a... .� 96' 40.0 1aa tt 1t tt s tot tr rr 1r a 2 22A W' as ft tt tt • xr a 1t +1 1+ T fAf10� .............................._....,..__ FARUNM lor STORE BARS-FOR WIND ZONE 4MlD ESSENTIAL FACILITE111 MInInsan GImSeWtet►on ScIledukfot_ _ Minimum Glass Separation Schedule GLASS SEPARATION t-STORM BARS REQUIRED 12'FROM EDGE AND EVERY IS IN THE FIELD. npeN I foraearTek Rat Panels SCHEDULE NOTES. Yg1 2.LENGTH OF STORM BARS SAME AS LENGTH OF PANELS. Mount PanelsPanelsad One End 0 Mio� 11 GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION m DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING(OR N 3. MAXIMUM OPENING SIZE IS BD INCHES. Maa n-hL Mln ra on 6epemuoe 4. MAXIMUM PRESSURE IS 75 PSF. from Glass OTHER PRODUCT BEING PROTECTED)AND INTERIOR FACE OF y 5.WITH ABOVE CRITERIA,MAXIMUM DEFLECTION IS 0.85 INCHES.PANEL IS 60 6.125 Positive Span Ml,.,.. wnh side INSTALLED STORM PANEL fie,' rwo TO BE INSTALLED NO CLOSER THAN 21NCHES FROM GLAZIP G. 72 6.56 Load Less Salrraeon •Bracket 2)SEPARATION DISTANCE PER THIS SCHEDULE S REQUIRED FOR USE FW+ 6.STORM BARS(27@5i1AB'RECT.TUBE)FIT IN CORREGATICIN BETWEEN 84 7 Than hom Gless ISee Note 3) WITH POSITIVE LOADS ONLY. O PANEL AND BUILDING AND ARE TO BE USED ONLY WITH ALT ERNATE'l1 96 7 06 3)SIDE BRACKET IS AN EXTRA BRACKETADDED HAIFWAYACROSS CORRIOATED PANEL 3HOYrWON'SHT:S 102 7.125 �' 2.2S° 125P SPANONSOTH'SIDES. 30 70 S' 3 35" 24T 4)SEPARATION FROM GLAZING IS REQUIRED FOR ALL INSTALLATIONS 92' 1. 4.44' 26r WITHIN THE HIGH VELOCITY HURRICANE ZONE,WIND ZONE 4AND ,fir 49' 225' 225' ESSENTIAL ai 40 70.5' 1.69" S)SEPARATION IS NOT REQUIRED effi ��NMATE PEWMAI FA31U 1/i0.2mn ►OWER HOua►MY 92'. - 3.32' PRODUCT THAT DOES NOTCONTAr. ��ua-roou sNaw( PA EL MATE(ME F rASTEM 30-fat �-w OR� 6)SEPARATION FROM GLAZING ISff� �y49' 2A3' 225 INSTALlATI0N5 OUTSIDE OF WIND E�`IAE. © 50 100 303' FACILITIES. NO 4 E JK ALL POlmJIR PAM I 92" - 280' '*: �k � 17-50 +mlorur- sA1tw lest)cow. f~mx"m FIAN=LIP POWM Suomm WALL PANQIWTE NSM 49" 3.00 125F - „ NOTED PATJOa nal ,taOostT, DROP-IN oaoP-N 1B 17 cams .toss 160 70.5' - 3.w TYPICAL FASTENkMANCHORIS-1/4"AND 3/8" 1 �� 3 90 �r, lL rt'$' PE ''/J. IC . G I` I wild -r S 2 X 3 X 3/16' a 2 X 5 X.3/18• le 3i • 2 % 6 X 3/18• F 1"F-TRACK FLAT F-TRACK E E TRACK z.sx 7 x 3/1e' ( 1-TO AWMM M(MM-T6) AWMIR7UM(606176) yT SCALE 1:2 SGuF 1:2 SCNE 1:2 �KWALLA ION RT.OR 2 2 STUDDED ANGLE 1 • ALUMINUM(6061-U) SCALE 1:2 S� lO 3"H-TRACK BUILT-OUT ANGLES SCJM 1:2 SCAM, (1�1-76) ALID (606I-T6) N N i5 1 � 2"F=TRACK 'd ALUMMuet(606hT6) 2 • O• �� SCALE 1:2 U-TRACK I"H-TACK ALUMAL& 1:61-T6) FJ-' .. ' SCALE 1� '( AWMMUM(6061--T6) N I SCALE: 1:2 Q1 KEYHOLE WASHER 2 ' I U-TRACK SauF 1•-r-D• ,� ALUMINUM(6061-T6) y N SCALE: 1:2 W 0 2 3Z. "F--TRACK z ALUMMUM(6061-T6) 1 , • + L�L SCALE: 1,2 'r STORM, o1,p��� O • ALUM 0U ,1tfG V1 2 • N PANEL EDGE No.47518 v�= • h �* 7-50 NOTED OF �/¢: $ 10 18 17 In=�=- jj E-TRACK 2"H TRACK STD H-TRACK KEYHOLE DETAIL OPTIONS '.f . `sss`�,�. PE �/1 O AWMMUM(6061-T6) ALUMMUM(6061--T6) AMFIELDDRiL /rOR!)Y•HDLE W/KL•Yt10[.E'1MA.4HFR FL •, (�, 7 1 AWMMUM(6061-T6) MI_r�raa SCALE: 1:2 SCALE 1:2 SCALE: 1:2 D REF 3'=3 �gZ+ - oig Wc7 . � . � . " gel I l " 39"CO RRU ATEDJ ANEL (00 LEXAN 10)/RAYER MAKROLON 31031M I.ONEBPARTEL7Q Fu. 9307 PSI,Fy-91340 PSI SCALE 3'. 1'-0' i I V _ • • . J n4, R �� " 33 I CORRO' ATED PANEL a ig (GE LEXAN 103MAYER MAKROLON 310IA YONP/SPARTMi) Fu- 9307 PSI.FYI-91346 PSI ..+'4 SCALE 3' 1'-0' o- .. C, N 44 R P P Q P �11 " F • j v�. 27"CORR• ATED PAS L (GE LEXAN 1071BAYER MAKROLON 710I/POLYONF/SPARTFCIq O Fu 9367 PSI,Fy��91346 PSI =a COD SCALE: 3' 1'-0' NOTE 1) THICKNESS i a36 nn TO.ZSO.m t0A5 C> � 2) MATERIAL (GE LEXAN 103/BAYER MAKROLON 'P ,fu1MM y.+ 3103/P0.YWE-SUNGUARD) * p • • • • .•111 11Y 1GIMp��� l-• 3) THE D[NENSION 'H',MIIST BE 533 - SSA"n. ., • f1 y 4) ALLMINIMUM PLANE THE THICKNESS 'T' MUST BE �•••,rt�; ��CENBF;W�,': 5) PANELS MAY BE BENT ALONG CORRUGATION TO — • • — • • — ��:� MATCH CURVED OR•ANGLED OPENINGS' • • �p • • • R N0.47510 =�: PA 6) PANEL RADII MAY VARY BETWEEN 0.1 TO 0" • • '1f: *_ 7) ALL PANELS MAY BE CUT TO DECREASE ITS WIDTH. • *' 0) TRACK MAY BE CURVED TO FOLAIN.THE Q •4 �Q� INSTALLATION PROFILE AROUND ARHES AND RADIL .• 9) HEIGHT O WAVE MAY VARY DOWN TO 0.75 INCH. 2I"CORRUGATED PANEL 4' 10) PANELS MAY BE BENT OR CURVED TO ACCOMMODATE Jo�ip 4:$E CURVED OR MITERED GLASS (GE LEXAN 107IBAYER MAKROLON 71031POLYON FiSUNOUARD) •• •, /10 Fu-9387 PSI, Fy'- 91340 PSI 11)PANEL WIDTH MAY VARY BY 5 SCALE: 3•- 1'-0', DATE !'�•a �/��/7 -- I LAP MHWUTA Li Pl7iYt59Bl£ _ $ Ui SECTION E-E SCALE-3••I LW N D � 1 , C ALTERNATE"A"121N. ORRIG TED P SM GRAPH " SABIGLPJCAN 103/BAYER.MAKRO1AN7i LYO WA{RATLPALSUN) Fu - 1 PSI SCALE a"- 1'-0' 7 ' a7 n, . b N - i s !� St � 1� l,li:g, a ALTERNATE"B"121V,CORRI ATED PANEL SABIC-IFXAN 103MAYER-MAKROWN 3103/POLYON&3PARTECWPALRAN-PALSUN) Fu -9367 PSI,Fy.-91 PSI SCALE 3'• 11-0' TYPICAL ELEVATION r• I 111111111 IN 11 PANELS CAN BE NSTAUM VER ICIAALY OR HORIZONTALLY USING _ 11 S C APPLICABLE ANCHORING DETNLS ALTERNATE"C"2,44.CORRI ATEDTANEL fP x SABIC4EXAN 103MAM-MAKROLON31MMOLYON"AWE MPAIAAN-PALSUM ALTERNATE ANEL N T O E, a O Fu -9367 PSI,Fy•91 PSI SCALE: 3-- 1'-w 1) A LI TERNATE--PANEL 'B', 'C' AND 'E' MAY ONLY �¢ Z BE USED AS A DIRECT MOUNT AT -BOTH ENDS. a, + 141 .��RY KAlyplf.•,�. � � v� 1 11 1/4, No.47510. *= * 1t 151107-50 ALTERNATE"D"CORRIGA D PANEL ALTERNATE"E"CORRIGATED PANEL :� o ue 17 SABIGLEXAN 103IBAYP.R•MAKROLON 3103A'OLYO ARTECWPALRAN-PALSUN) SABIC4XXAN 1031BAYER•MAKROLON310300LYONE-PARTECWPALRAN•PAMM p Fu •93 E PSI,Fy-91346 PSI Fu-9367 PSI, Fy.91346 PSI J°" SCAM3 - 1'-0' SCALE: 3•. 1'-0' FL ����` N S rd rA 4 �0 d c ; a MAX, PANEL SPAN�102- • Sao NAIL T1T � FOR LOAD Vr �lT C � W FOE iol { W d d d p gAI p z s 4 7.4 Cp NA)( ANVYHF FOR LOAD VS.SPAN a L� 109- MAX SPAN FLAT . C 2 I d p d, d •d- d � I R c— q Moo � IUX. PANEL SPAN � „�Oyy.,, PANELOJ�PUK,LOAD vs SPAN ET S AIA%PANEL SPAN '•tip; _ PANEL ET S-2 { FOR LOAD 175 SP �''�nn�n��• G/6M 2017 FBC QM+71 AND NON-HCH MOM NUR(i1f71NE 20ih5) NNMSIFADRom IO�fERSCOY CLEARTEK Ultratek Worldwide Inc. .- A'/t�EA " STORM PANEL SYSTEM '�° „4. '\ENGINEERS,nNC. m PROXE(9{n9 Ls 2=Aap¢Iplows Chu' 34240 V ' +NON-HVHZ) •�•• co� °'i - I � 3p REFER TO ANCHORS ON @ SHEET E O 13'O.C. MAX. 2X3X i/8' 2X4X1/5' 2 X 5 X 1/0- D 2.5X7X1 E' + CONC BLOCK KW. CDIC BLOCK lY1ETAL PR 014TX 5/e'TEKS 0 REFER TO ANCHORS'ON 0'G REFER TO ANCHORS ON 8 O.C. SHEET 2 O 13'O.C.MAX. + -METAL Q SHEET 2 0 13'O,C. MAX. CL • .a i 'a 3 a c� g + V � V + REFEER TO ANCHORS ON ,'�.y" ' ISHEET 2 O'13'.O.C. MAX. • Q ° R TO ANCHORS ON , r/] Z V V V SHEET 2 O 13'ORS MAXI 0 - 8'O.C. ° REFER TO ANCHORS ON + ao oat SHEET 2 0 13•O.C. MAX. WOOD OR Vwm OR 'ALL META,' METAL . a SECTION C-C a SECTION D-D S�'•�No.41516 ;* NOTED n J. R 10 18 17 > '°'P 7/10 SIDE.CL.OSURE NOTE, �CS L FOR WALL HOURT ZIINDITOOMS,.PANEL OVERLAP SHALL BE A MINIMUM OF•1.5 TIMES THE WP BETWEEN THE'PANEL AND THE WALLI THEREFORE NO SIDE CLOSURES WILL BE REOUIREA HAIAE sa6cruw ear•AR LUT I I I 111111LI1.1.11r =ro bOCT x J/.fY rNe Nur(nP) g 7woo Nu�rGrip) ' 193 HANUE NiSEX 1 '2X4X 1%8" ' I 2 x 5 x I/a- IHI 1111 IHI lill lUllil 6M.A ANGLE OPTION 1 EG wr 'cr OPTI N 2 R CUr'cwm S or p 1/4'THRU gpL7 W/ GENERAL unTcg Pr CA!ELEVATION m U E I O SRACEM ft"-W PANEL WASHER QI 9 AT i kTB• GENERA NOTES: i0 CiEVI SPALE 1 1. iws slDini rAAEs snml u oEsONED Fa11r1cTlur or 4-1/2'O.C. N AaCG1PDANfE rn1,flE.30f7 FLDIeDA 61AIDNC cm PANELS r. M SiOal PAW ESYSIM 2017 S D=4 OL G USE N-CdMEL SN rDl A EL DRA 24.WILf N UX IN CNrE Mal 71E ZC17 A.dRU NAIONC CLOL 7w lk vorRW REFER TO ANCHORS ON OALYANID:D 9r1II SR11A1 PANG ORARAiS HAM SM£ 'LCCAIM CCALVAVANUED SMEL SIM PAMIX OMWAS' KmE snu Aw LwAvem v SHEET 2 O 13"O.C.NA)L' b OPRDNAL COUNTER TOP CONDITION V e PLAN'VIEW TYPICAL PLAN VIEW TYPICAL � SCALE:3•-1:-0" o Is (PASS TNRU WINDOW) z ' APB q� Ay I AIAK.SHUTTER HO -6 FT. 1 • � l/StE0'7pR�IECDgCILL -9 �f WARM MAN=E 2 . 1 1/4"ANCHORS O 24" ' I O.C. Isna ' ii 1 � t M 'r t I Cn A a t;' A ' 7/S•am x S/l2, I a� \-I X 3 X 1/a' om NUT Ar 12 CSC.(•rM i I i 1 X 4 X 1/a' a U ( FCUIKDAaHCJ(1•tP ALUM..X 1 6FOR - Zi OF710N 3 - EG Afp� M) DIDTCAP REED.ONLY R+ CUT GF 11 i BUILT-OUT CONDRION of Pi10 3 - EGRESS OPTION 3 - EGRESS TME FutR PANa CEILING AND FLOOR 1m) �( p7•� OPTION ELEVATION �rp���" MOUNTING INSTALLATION END CAP BUILT-OUT CONDITION DETAIL'A' .X- ADi1LEif7iP .�Si1•r�r SCALE:3•-V-V ,,A111 olio" P, GOD .!�GENSF JK No,47516 •:it rruro�l unrce; SE— RT3 I I L _ 17-50 1. INS STDIIY PANEL SYSTEM IS DESMNOTED N AD.7a WJXC rm PC 2017 FLrncA OLKONC CW& — — •�j; 1D i6 17 2 USE N CaV.AN1101 rN APP1101MD t�CAGE' DETAIL cALVAN®sTeEi atTxal PANG purwcSr v- Aa icau" atw OPTION 3 - EGRESS �=AFL , a SEt D/S SHELT FDR ADDIIIaYAI AtfpIYATIpI �cow olsa��a 7"X14"XS 16" WALL PLATE I �1 8�10` REFER TO ANCHORS U ON SHEET 2 O 13' N$ O.C.MAX., W FASTENERS AS . WOOD STUD PER.SCHEDULES 3 !24.O.C. W/-1 1/2'MINN REQUIREDTO ElOSTING PEN WOOD :39 HEADER 2X3X1/8' 2 X 4 X 1/E' ALUFL ANIi E5, . 6063TTG i V REFER TO ANCHOR! ON SHEET E 9 s _ IRE 2 FASTENES SEE 014 S.N.S. O 5'0. SCHEDULES ON W CAD SHEET 2 1'X 4'X 1/B'C NT.AWN. I Z TUBE W/(2) 1/4'DOL.X 4' TAPCONS O EOL ST JO W/2'MIN PE1ElRAT10N INTO NG STUD ! 'X B'CONE.WD � -h STUD W/(2) 1/4' TAPCONS•0 EA. ��unurf O INSTALLATION DETAILS ON EXISTING WOOD STUDS MIN •••� �� G KAMpy•' 00 q'N,, ABOVE DETAILS-sHoW CoNNECTKfNS.OF 2X6 BUCK& 1X4 ALUM.TUBE TO WOOD I :�20,. �NSF FISTING STUD •'�•,9 STUDS TO PROVIDE A CONTINUOUS SURFACE FOR A SHUTIER NNSTALLATION. -O• TLp,47516 JK FOR INSTALLA710N DETAILS OF /SILL TO CONTINUOUS WOOD MEMBERS SEE -'= •'*_ 17-50 SHEETS 0 THROUGH 9. A ��` R NOTED 10 18 17 ••• y 9/10.. , A REFER TO SHi. z of 10 F0 IREFER TO SHT. 2 of 10 FOR ADDITIONAL DETAILS ' 11' O,C ADDITIONAL DETAILS AND AND-SHEET 2 OF 10 FOR FASTENER SPACING SHEET 2 OF-10 FOR FASTENER SPACING $ 1/4--20 BOLTS 12.ON CENTER IRS WITH 2 IN. OVERLAP 1/4-HEX NUT FOR PERMANENT INSTALLATION. EITHER I/4' HEX YY ALL OTHER INSTALLATIONS 6 POLYCARBONATE PANEL g � 0.11E TO 0.250 INCHES aO THICK (TYPICAL) ULTRASONIC•WELDED OR{SCREWED ol � LJ TYPICAL TWO-SIDED INSTALLATION TYPICAL OVERLAP INSTALLATION, CLEARTEK STRETCH BRACKET CLEARTEK ALT.STRETCH BRACKET O VERTICAL OR HORV.ON17ALINSTALJATION N.T.S. VERTICAL OR HORIZONTALINSTALLATION N,T,B. VERTICAL OR HORIZONTAL UWALLATION 1/2111' VERTICALORHOIOZONTALINSMLLATION law i NOTE: AVAILABLE FOR 1/4'OR 3/8- 5 1. SIDE.COURTESY STRETCH BRACKETS MAY FASTENERS.BE USED. 1/4-HEX NUT USED FOR 2. STITCHING OF PANELS CAN BE 1/4--2 DEWALK , PERMANENT INSTALLATION ' SUBSTITUTED'SY SOLID PANELS-AS LONG AS THE SPAN REQUIREMENTS ARE MET. 3. STRETCH BRACKETS MAY BE USED ON60k ARCHED PANEL SECTIONS. (3 4. PANELS MAY BE CURVED AND/OR CUT TO ti FOLLOW THE PROFILE AROUND CIRCLES, O ARCHES AND ANY OTHER IRREGULAR—SHAPED p / OPENINGS. ' 5. STORM BAR MULTIPLIER j O (# OF STORM BARS +1) X SPAN CHART j O Z S. PANEL EDGES CAN BE BENT TO INCREASE RIGIDITY. 7. AN OPTIONAL UV AND/OR SOLAR EXTERNAL Cmam LAYER MAY BE ADDED ONTO THE SYSTEM. � R,R�""'���, O MPS', CH/2 1/4-HEX NUT FOR PERMANENT INSTALLATION. Q `pEN$ ETTHEg 1/4'HEX NUT OR WING NUT FOR UP fEII MITT _: v '9 1/4.OR 3/6'FASTENER. SEE SHEET 2 OF 10 FOR TYPES ALL OTHER INSTALlATK1NS '�- 1y0,47518 '� JK OF FASTENERS AND SHEET 2 OF 10 FOR SPACING, — ME P TYPICAL ATTACHMENT DETAIL OPTIONAL COVER DETAIL IZO VERTICAL OR HORNTAL INfALLATION I/r-1' VERTICALORHORIZONTALINSTAIL►T10N I!Y-I• 0