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Home My WebLink AboutProduct Approval (2) 6/8/2020 Florida Building Code Online r�� Mai .aaa: ..;Asu�..M_.:a,.;w t. •., .�.�:.:.....� .a F91-0 .8 .a:. t.tMFffii. •�.� ,,;:F' BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications € Contact Us BCIS Site Map Links Search N ' Product Approval ' •- USER:Public User z Product A pproval Menu>Product or Application Search>Application List>Application Detail P51 s,W 011Z.11D ' �"" ' �rL FL# FL11291-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (239)938-1009 brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D. Rist Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (239)278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (561)322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable 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 Jeffrey C. Friant,P.E. Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 r Validated By Trevor Johnson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R8 COI Certificate of Independence.pdf Referenced Standard and Yearof Standard)) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 httpsJ/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs6WGOndlUHYkUNzMffBoNkf/p2fVraSWOkOe°/a2fJnc2idKllgp/o3d°/p3d 1/2 6/8/2020 Florida Building Code Online ASTM E330 2010 ASTM G154 2016 ASTM G155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL11291 R8 Eq_WYEquivalent Product 51andard Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/21/2019 Date Approved 12/10/2019 FL# Model,Number or Name Description il 1291.1 Storm Catcher Wind Abatement HVHZ&Non-HVHZ i Screen System Limits of Use Installation Instructions Approved for use in HVHZ.-Yes FL11291 R8 Il Dwci.pff Approved for use outside HVHZ.Yes Verified By:Jeffrey C. Friant,P.E. PE0060974 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure. +130/-130 Evaluation Reports Other:See Installation Instructions for additional limitations. FL11291 RS AE Evaluation Report.pd FL11291 R8 AE Fire Testing and UV Eval.p Af Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Prlvaay statement::Accessiblilly 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- K�•h ® 99= Credit Card Safe httpsllwww.floddabuilding.org/pr/pr _app_dtl.aspx?param=wGEVXQwtDqs6WGOndiUHYkUNzMffBoNkf%2fVraSWOkOe%2fJnc2idKllg�/�3d%3d 2/2 Specialty Engineering Services & Solutions, LLC MI 18540 126"n Terrace North,Jupiter,FL 33478 M:561-412-8287 Jeffrey.friant@specialtyengineeringservices.com www.sess inc.com s Certificate of Authorization#32371 October 16,2019 CERTIFICATE OF INDEPENDENCE For: Storm Smart Industries, Inc. 6182 Idlewild Street Fort Myers, FL 33966 To: Florida Department of Business and Professional Regulation 1940 North Monroe Street,Tallahassee, FL 32399 Regarding:Storm Catcher Wind Abatement System, Product Approval Application To whom this concerns, Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product for which an evaluation report has been prepared, as referenced above. This engineer is not owned,operated,nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). Respectfully, \\�`,iititttrsrrrirt�,,i ��e�F�y •�� YrF{�V Jai 60 74 ob 2 9 c� ted for ceitr, � - `��• 7;ft11�111t1t Specialty Engineering Services &Solutions, LLC 18540126"'Terrace North,Jupiter,FL 33478 M:561-412-8287 Jeff rey.friantCia specialtyengineeringservices.com 3' _J W',VW.Sts ,;cera Certificate of Authorization#32371 October 16,2019 Letter of Equivalence Application Number: FL11291-R8(Revision) SSSS Project Number:19-1549 For: Storm Smart Industries, Inc. 6182 Idlewild Street Fort Myers, FL 33966 To: Florida Department of Business and Professional Regulation 1940 North Monroe Street,Tallahassee, FL 32399 Regarding:Storm Catcher Wind Abatement System, Product Approval Application To whom this concerns, This office has reviewed test reports of the above-noted product.These test reports pertain to testing performed in accordance with ASTM E330-10 "Test Method for Structural Performance of Exterior Windows,Skylights, Doors and Curtain Walls by Uniform Static Air Pressure" and ASTM E1996-12"Specification for Performance of Exterior Windows,Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes".These standards have not been adopted in the Florida Building Code Sixth Edition (2017), however for the purpose of this evaluation are equivalent to ASTM E330-02 and ASTM E1996-12a which are adopted in the Florida Building Code Sixth Edition (2017). This office has also reviewed test reports pertaining to testing performed in accordance with ASTM D1929-14"Standard Test Method for Determining Ignition Temperature of Plastics" and ASTM D635-14"Test Method for Rate of Burning of Plastics",These standards have not been adopted in the Florida Building Code Sixth Edition (2017),however for the purpose of this evaluation are equivalent to ASTM D1929-12 and ASTM D63S-10 which are adopted in the Florida Building Code Sixth Edition (2017). Respectfully, `,�ltkkkSS£t}I/tl/ ait� �fl; L $97 p, 7 P 4 SSpp � or \ certiff� ��. Z. \"```� . 'iiiiisksk�kkkXti I Specialty Engineering Services &Solutions, LLC 18540 126t1i Terrace North,Jupiter,FL 33478 M:561-412-8287 Jeffrey.friant@specialtyengineeringservices.com WNW—le-1- iIn,C.Colm Certificate of Authorization#132371 October 16,2019 Letter of Equivalence Application Number: FL11291-R8(Revision) SESS Project Number:19-1549 For: Storm Smart Industries, Inc. 6182 Idlewild Street Fort Myers, FL 33966 To: Florida Department of Business and Professional Regulation 1940 north Monroe Street,Tallahassee, FL 32399 Regarding:Storm Catcher Wind Abatement System, Product Approval Application To whom this concerns, This office has reviewed test reports of the above-noted product.These test reports pertain to testing performed in accordance with ASTM E330-10 "Test Method for Structural Performance of Exterior Windows,Skylights, Doors and Curtain Walls by Uniform Static Air Pressure" and ASTM E1996-12"Specification for Performance of Exterior Windows,Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes".These standards have not been adopted in the Florida Building Code Sixth Edition (2017), however for the purpose of this evaluation are equivalent to ASTM E330-02 and ASTM E1996-12a which are adopted in the Florida Building Code Sixth Edition (2017). This office has also reviewed test reports pertaining to testing performed in accordance with ASTM D1929-14"Standard Test Method for Determining Ignition Temperature of Plastics" and ASTM D635-14"Test Method for Rate of Burning of Plastics".These standards have not been adopted in the Florida Building Code Sixth Edition (2017), however for the purpose of this evaluation are equivalent to ASTM D1929-12 and ASTM D635-10 which are adopted in the Florida Building Code Sixth Edition (2017). Respectfully, \``�i;llFtfll7it/y/tt/ 97 74 0 74 s � e �A �� l j►�� 'or ' certiL f(e � 111111111 »�� Specialty Engineering Services &Solutions, LLC a e� 11 "�'N 18540 126°i'Terrace North,Jupiter,FL 33478 M:561-412-8287 Jeffrey.friant@specialtyengineeringservices.corn Certificate of Authorization#32371 October 16,2019 Product Evaluation Report Application Number: FL11291-R8(Revision) SESS Project Number:19-1549 Product Manufacturer: Storm Smart Industries,Inc. 6182 Idlewild Street Fort Myers,FL 33966 Product Name&Description:Storm Catcher Wind Abatement System HVHZ&Non-HVHZ Scope: This product evaluation report is issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule 61G20-3.005 Product Evaluation and Quality Assurance for State Approval(Florida Administrative Code),for statewide acceptance per Method 1(d). The product noted above has been tested and evaluated as summarized below to show compliance with the Florida Building Code Sixth Edition(2017).The product as evaluated is in compliance with the Code and that the product is,for the purpose intended,at least equivalent to that required by the Code Supporting Info: Installation drawing,Storm Catcher Wind Abatement System, FL#11291,dated 08/14/2019 and signed and sealed by Jeffrey C. Friant,P.E.,is an integral part of this evaluation report and is based on the certified test reports detailed below. The system was tested in accordance with the requirements of TAS201,TAS 202&TAS 203 as well as with the requirements of ASTM E1996,E1886 and E330. The test reports are listed within the engineered Installation Instructions and are provided here as reference: Report numbers: 18-8274 by Fenestration Testing Laboratory, Inc.,Dated 10/26/2018 17-7543 by Fenestration Testing Laboratory,Inc.,Dated 10/11/2017 17-7199 by Fenestration Testing Laboratory,Inc.,Dated 8/8/201.7 17-7449 by Fenestration Testing Laboratory,Inc.,Dated 10/19/2017 15-5892 by Fenestration Testing Laboratory,Inc.,Dated 1/20/2016 15-5893 by Fenestration Testing Laboratory,Inc.,Dated 1/20/2016 Signed by Idalmis Ortega,P.E.76905 13-4387 by Fenestration Testing Laboratory,Inc.,Dated 10/21/2013 Signed by Marlin D.Brinson,P.E.60749 �ffrey C.FriatP f FL#6t $ 97 r ' yR e 19 ,red for Page I of 2 ce�tfa , � :tttti"``�� Specialty Engineering Services & Solutions, LLC 18540 126`"Terrace North,Jupiter,FL 33478 M:561-412-8287 Jeffrey.friant@specialtyengineeringservices.com Certificate of Authorization#132371 Testing for Self-Ignition Temperature,Rate of Extent of Burn and Smoke Density were performed according to ASTM D1929,ASTM D2843,ASTM D635 per test reports HETI-17-F301,F302, F303,F304 and F305; Dated June 14,2017;Signed by Rafael E.Droz-Sella,P.E.FL See attached letter signed by Jeffrey C.Friant,P.E.that qualifies this product for UV requirements based on ASTM G154-16 and ASTM G155-13. Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1) Maximum allowable anchor spacing 2) Minimum separation from glass requirements No 33%increase in allowable stress has been used in the design of this product Impact Resistance: This product has been tested and designed to resist large and small missile impact. Wind Load Resistance: This product was designed to resist the wind loads as indicated in the allowable span and design pressure tables as shown in the product evaluation document/approval drawings. Installation: This product/system shall be installed in accordance with the installation instruction/product approval drawings. This evaluation report offers no instructions for installation. Its sole purpose is to certify that the product was tested in accordance with the current code requirements and lists the supporting and limiting information. The parts and components of this tested and approved system shall be limited to the specific products and materials specified in the product evaluation document_ Limitations&Conditions of Use: Use of this product shall be in strict accordance with its installation instructions/approval drawings. All components shall be of the material specified and installed per the manufacturer's instructions. All supporting host structures shall be designed to resist all superimposed loads and shall be of the material listed in the anchor tables. Host structure conditions which are not shown shall be designed as a site-specific design by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination, and other such damage at all times. This product has been designed for use both inside and outside the High Velocity Hurricane Zone(HVHZ). `��lltlsitlrflt/f�t,f� �f re y FbP.E: 9 Ft,J609 �� i 3J ' •�I' I ed for Page 2 of 2 certif caff6 hi s"A ssi�s'� 12 1 1 10 9 8 7 5 5 4 3 2 C.+'' I S IA STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTE_413INFASBUNMIGNE IN ACC,RDANC7'0,MH ITI.E SYSIDIT r.rScR:I;1')!ir D AND TEST^.,, 0 TL U FI ORMA.'st1l;DING CODE SIXTI!UYTON(23.71 AND 2015 iNTERNAMNtl BI31LOINC COPE.FOR LSE�il'IIIIA AND HIGH VELOZ:ITY"U*'WICAHE 1014EPH'.'i ASPA FOR USE I.N5]-D.E-AND—O.-UIS..IDE-TH-E-HIGH-..V-ELOCITY�,.HURRiCAN.E ZONE_ U,50�E096,iEl8e6.AND.N,V 1A.5XI,202.20J I�SIINGSIANDARDS, 2. N-0f.:NSTAILI.A"xOq tr,*TRXI%ONS ARE PAY-C)F A PRODIX7 A."PRCIVAL EVAWATICN AND:I IAII Cr4.Y U JSED IN CONJ JNCT:0N VPTII-IIE EVALLA7,01 PEPCIRTSUBMETTED F SEA FOR THE SAME FRcL>jC'T APPROVAL. J STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 31 k033_I:3,;1NCKEASE INALLOWAP.LbSIRBS HAS 3LIN VSLDIN IHE D-ESIGNOF ffS j P, 'pM SYST'E"..WINO LOAD rA.RATICN;,A=P Cd-I.d HAS MEN USED FOR WOOD ANO IOR ST60 v 6li-1H iA 04i.A7�iEF u_teg wim G11M POTIF UWMV DESIG s 'v' tstta .........................................................................__._._.__................................. 4. PUS TIYEANC NEGATIVE CALCLA-Arnr FOR I'HELGEW11FTFISSYDEN, Ci V1 VW)At 1.G!iT TRAMM-TrANQ ft;', 3.29 -).1' M4 .1.0 SHALL BE DEIER!o[NEI I PH SEPERIAIE ENDNEERiNC IN ACCCP()A.Nf_'_1,vr1HTFE G R'V:r.IT L C 5.11 0.12 1.0 C� - A 0.1b -�.l ii 'J-Q� UY ".24, 0,14 �k?2 uv', U171 - �TTRAMSMMIAC- OV17RHING CODE PROISURI,RFQkAR7 11-S S'; 1, BE 1 r&-,71 IAN OR F`N 7<.%T;:r. Sr,-50L�P S?E�714014,TK4NS!�ILYT�'VC� 1).1 PO&TIVE OR NEGAT-VE DESIGN PRESSUZU,CAPA VALUE",IJ.S'ED,`ERE N FOR ANY LaU tr 0.11 ASSEMBLY AS SHOWN; S. VES:CN PRESSUR�3 NOIEV H'�iElq AIRF*UASEID ON MAXNAUNII UTE.)PRFSSLPES DmDM Sir 6F ';V'e 0.11 0_17 0.14 J BY A 1.5 SAFETY FACTOR. SYSTE.-O r -DII- "N ISGENERIC:AND DOES NOT PROVIDE INFORNI.\TION FOR A 0. giT�f-'Rrl-s TESTED TO:NERC zm -xr.c Ijs Nci I'lUkliM.SIANDA-,ri'r.S! VIIII'�!ALORIMFRI 6. 5 Ir. XTAKE -RII ,!01 BOX M.17.11100S AND JT:I.IZNG 0 W, SPECIFIC SI-EINSTALUANON.FOR SITECOMMKQNS DIFFEREN'FPC;M"HE C.'JI10 NONK 7 PUIA1110 HtiEfrl.ALICENSED ENGINEER OR law 0-11CAL IESIED IU u.sr.1,14 :%—,NJkJf,(-Tj0N'V.IIT?l THIS DOC11MEhT I I F A.S'M 1.S/2/A SI.M.E.004 I AS I R A r.74 If C.ZV. 1, THIS PRODJC1 IS CL?S IHED AS NON POROUS,HA VING A POROSITY'OF 3S THAN 10'... TOk TI IE CONDIT'UNIS SHO'k-4k INCLVAkJAIR:4,DOCLIMM."CREE11 C- AL_E51IN'_; CA Flm`![L�N111�7('11'MPLE-TELY CCAIEP AN Al 1.�)rF4'1IONS-0 TAUT Wh TIINi"- WHAT'S5HGCec*'4','�LOPE REWME IRENTS. 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OPTIO(�} (��( $ O,' NAL HEM Z<,nV4,1.f1:NUnF, BIIIc II I W SI:IC.I11C W<x Mlh'.i: n I ; ca o—PANEL €`--•ia.1J,._._,._.,._.�....__1,�`.'i.�J..------- .--FABRIC, i• MIT IP.. _ 31!2•'STRAP I EM, c p -- - - i t__..__.__ _ s' alit}EC1#..t ... t .-_T -- .,,A IrM ., ( c7P.AP c7 A "-PANEL L ai•FG Ct A 4TR/(7't0RAl AT Ar'II N-r,),,.S1RA-&4f f,t1.E1 .d'rCJ lAl dl R.JAVS STITCH NG MIN.R BOX SIITC:I I x>..ACT!t 1EM. Z 11 lu 9 8 > 6 S 4 12 14 10 9 8 7 6. 5 4. 3 2 '01RCYC.I P.E. FR .......... FI RESULTANT LOAD I p TABLE I PARALLEL TO WIND LOAD 6 974 .............. Spprl ')ESIGN PRESSURE(PSF) TE OF PM 30 40 so 0 75 120 130 48 115 —601-- 70 149 187 2.26 490 ....................... ............ ............ ---------- N A ol" 125 168 1 250 74.__ 418 466 499 1 342 .......... ;L G 6U............. fW.'L. 187 235 461 iutn 29 .................Alp.............. ................................................................- ..........App--- 66 154 206 254 ----494........... 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L - 09A 1104 1214 1430 vi lso 350- 80,6 864 922 152 —1 2'�'6-2- W Lu 691 z a 1493 1315 1435 E 164, 360 600, 1 720 840 898 9 1 1195 1550CY 374 40----- ---Z24 749 87,' 936 191-9 1488 1613 148 1-032 1162 1286 1416 1546 1670 :D 389 5i8 64B 778 902 970 0 0 '74 936 1003 1 1070 1200 1 1334 1598 1733 I - j 538 - W" t� % -7 180 418 55L.- �91 830 7�j 19 24 1 3821517. .................... ------ z 859 998 1070 ; 1142 'L4Z�- 1570 7D9 1853 186 432 571 715 -j........... .......... .... ...... ........................-............ ..................- �.......... '7152 192 1032 H04 I l_8,:. 1 1474 1618 1906 44 739 888 ......... ................ ... ..... .. .. ... Z-63 912 ...... ..... ...... .......... 0 1 204 _._470 _.._ 6?9. 767 941 D 2�10 485 km 00 216 499 667 e30 08 to F-6 222 514-- 682 854 228 525 701 878 T*y=PERPCN',fCLJLAR LOADS T--SC RECK TEIM-0t: 234 542 720 898 1080-739 ................_1.104_..._.._ DiRECTION) 240 557 922 - "oe 0 758 T133 246 566 V) 252 581 97O ....................... ...................... i 994 1 0 258 595 1 792 --234 jQjq...........1.21A ..................... Ty,=F1/,RALLE1'.LOAD.' !;z 1 0, 830 .................1.243 276 638 7 656- 105: _ 1272..._...., 6?0�. 28-2-- 6-53 9 --LQM—............. in. 1325 9 .. ---.988 667 88B J194.677 902 1128 'QSL4 M 300 691 922 1152 B a 306 -7P6 9n.i LOADS ON EXISTING STRUCTURE ul 1 312 720 960 r �i—m'3LIDE GROMMM',f STRAPNSTALL'UJOHS ........ 318 734 979__........_........,._.._121.4 .........................1464 z 324 749 998 330 763 1013 .1.24Z 1 F:$0 q A I-tv'<:I IV,IS+>W K.S;I F q A-r- C'W.MF T.A I'M 334 —L7 103 1546. S IRAFS':Rit.f I L-A114 AFVL CD A'.,)N(: 1.W. 342 RZ A . 147t4 348 "-"-802 ---LQZQ.......... 1.334 1603 - A 354 8161627 A 1 830 1 36 1104 -10L 1656 ....................... 3 12 ll 10; 9 8 7 6 5 4 3 2 D C. lcalw co 0 W CA W ca co Z9 0 DO U6.1 -1�1 2 to, YOO W E.1�3 o 14' �3; 1 OpNW-tCN fin�+ry+,,,..'t:r..';�r�tII�3i111111 NWOi!-n_i'0 0.0 '0 -1?14 ca TO C, i CD ————————--LL m ?NN N 1101 ,t ,p CO 7�z K3 N)to g ?2 0 COM 01 01 cl, 'oZA.;<A 4"Z wlu) W C) u 08 SQ,- 0 0 1,30 0 8 it'. W 1-')ro K) la t 8 8 t3 0-0 w w 8! th 1<C�7): C)0 CD 0 0 C' W 03 DO DO 0 0 A.08-08'.. -'— —16"�: 01!D 0 0 0 c�c'c)Q uloic)0�: 8:8 c,CD, 0JaJ01 OJZAn Va 0, V16,t w Z.�'N 10, 80 8 0 C, ci, 'dc. 0 ID ij 8: 0 00 M�O z ,n > tQ '�l z W 001441 to 0> ........... rr t. rQ NNN WIN V) -�O 8 8 ' tlwmm c; CD 0 -0 1 81! ID,8:1!8 i;s 0 > X > .................... Nv cy) 1-3 8 -Dj cDfOa000000 Op 010i cz C0 0 0 4, t) 5�;i m co 0,5 W! hu w1w1w 0Or 17�c"J0 1C.%0 0 918- "sill STORM SMART INDUSTRIES, INC. M 6182 1OLL-WILD STREET IIST OR FC,)RT.myrRs.n =Ahl SMARTIFAS EXCWSVr RtC-751 AND :39)9.-48 21 -I Dox) I JS AGE.7 0 TH 15 0 R.A.'.'IN G A-4 Dv JIT;�O'OT TH E �LN Prmm%li'l Q,`s V7;— rl"JF- Z'a �%NV . NON WHZ.Ft CII + C)i CD1 > 12 11 #G 9 8 7 6 5 4 3 2 I 1EFF�F+•"in�ta�;`$trrtErq� •� �ys,.�. A, h1TABLE 3 MINIMUM SEPERATION FROM GLASS finches) P.DD 1"FOR MIAMI-DADS 11VHZ 574. S an DESIGN PRESSURE(PSF) `-rr �nJ _..._........._ _..- _..._._.... _ ...- ._...-.._.._. _._..._......__. ..__.._..........................._........_...__..._.._.._......._e.........._..._ - fi _.. .. 3�. ...._ ...._._..40 ............._._......... ..... -......_._.._b0_...._.....__........,_70.._.._.._.-....._.........__75...._..................._BQ.._..._.......i_........._Si{?._........... ...._...1_ ... .__....__110 120 - _ 13i?_i '. .9• ,. 48.._.........!._....._..-.3.0-..... _. 3.1"'.. 3.3 3.4 3.5 -3..6.... _3;7 3.8 3.7 4.0 4.1 54 3.0 3.1 3.2 33_ ij _-. 3.5 �.5 3.b 3.7 4.0 4:1 60 3.0 3.1 3.3 3.4 3.55 3.5 3.6 3.7 3.8 19 4.0 4.1 bb 3.0 _ 3.iV_�3,3 - 3 µ 3.S _ 5 3 6 3.7 3.8 3.9 4.1 4.2 72 3.0 3.1 3.3 3.4 3,53 6 u 3 b _ 3.7 _ 3.9 4.0 4.4 4.8 I 78 3.4 3.6 3.9 4.i 4.3.... _ d._...__ _4,51_ 4 7 ...._.......... d.9-.._ S 1 _ 5.3 6.0 € 64 3.4 4.2- 4 S 4 7 5,0 5,2.--__...5�3_.._.._ 5 b 5 9 G 2 6.5 _ _- ... ._ 7...... 90_i4.3 1 4_77......_ 1._ _._ ... 5.4 __. S.$ ._ §_�L. .._..........fi.2......... ........................... ............ .. . J r._.._......... - ?,7 9b t 4.7 5.2 s.7..._........ .-_ •� 66 6_g........ .... 7 1. 7.5 ....... .......8.:? .. . _ tl„>_. ....... ._.._._.9,17_._._._. _ 4s 102. -... 5.1_- I--5.7 --_._._..._h3............. b.8_ 7 4 7.7 7.q... 8.'?........_.,........ g.�_._.....___.._ _9 _...._.__ 10.2 _. 10.5 l _......_....._........._._........ .................... ...... F f;26 8 5.6 f - b�2 6.9µ_.--_ 7 5..,__... __............_..._..._.......8.5 ._._...._._...__8$ .__....._._' ?:Q_..__.,....._.__I0.1 _... 10.7 �..).•1 11.0 ; 4 5.0 6,7 7.5 8.2 ...... ... g`� c 9.7 10,4 1}.1 i L� 1 .6 1 8.4 9.3 2 2,7 0 _ 6.4 7.2 8.1 _8.4 ry__ 9.7...__,__.__._1_o.1._._ -_ 10.5_-_..___..._11. ._ 12.2.. _._.13,0 13.8. _ b.8 I.7 8.7 9.b 10-.5 _ 10.4 71,4 12.3 .. 1 13.2 <1 15.0 150 s 182 7? 8.3 9.3 129 0.3 11.3 - - 11.8 L3 - 13:3 _' t 4 3 3 16.3 - 16G' _ __ Z 138 7.7 8' 9.7 _ 10.7 11,7 122 i 127 13,7 1 147 ? 157 16,7 1b4 - T _ _ - --- •.144 8 1 4.? 1J i 12.1 12.1 . i2.6 j 13.1 1 r.l :S.I 16.1 17 1 150 i 9a IJ5� 1.5 12.5 l i3O i3.5 14,5 35.5 Id.5 17.5 17 7 tL! ._ _ x 15b 84 9.9 109 119-.__._. 12.9 13.4 13.9 14.4 iS9 16,9 _ 179 182_-._.., 0r 12.3 13.3 - 13,& 14,3 15,3 i 16.3 �- 17.3 18.3 1b6 q7 ... ..107 11.7 ...........,_)2.7 ... .._. 137._.._. __ if.2 __ 14.7 15.7 16.7 17.r 18.7 190 u 174... .I 101 ll I 12.1...... 13.1 _1<.l 14.6----15•I_..__:_I 6.1... I i7.1 1_FS.i.................._.1-"r,l 19c3. ..._ N _.__._...._._...__._. .._ --_ - 88 ,. ;0.,5 1 i.�_ .. 7A 5 _i33. _ _1.4.5 .-._..w�..._,... 15:3._.....-_. 1_ 5... ;7.5........... 18 5 19 5 20 g - x - T _..._ .. 166_ 3 0 11.9 2,4 i n 4 Ito .._..__._...ls•4 1.S,ri 14 3 7.9 i tS 9 I v... 20.4 r Y -: 192 .... .:.. . r ' 12.3 i`13. _ ..._ 1d i 153 _ 73:$ _-_i6.3..______i1-3 -x.3_..__.... ..._..__193. ... 12.2 149 - L, _..__ 148 11.9_ ' 12 9 j 3,q 14.9 I = N D 204 125 13.5 _ i 4.6 15.4 210 13.1 14.1 15.2 16.3 I c 216 13.7 L_.. _14.8.._...... 15:9 17.0 v5 222 ii%1.3 - 15.4 _...__._ _16:5..... .:...... 17.6 T 229 14.91_E.Q...__... ...._......I.7._,2..._:.....i....__„i 8.3 234 15.5 ...._.__-...16.x._...._...__._ 7.__ .. i_. _l4.0 NOTE:INSIALLATIONS NO-E;IN'STR.U.AT1ONS, Q4 � 240 .._ 16.1 -_..�'3_...... ._..__.._la 5.._............._...._19 7 t7 .._.__..1 oUTSIOE -'i.'e HVHz THA- OU-SIDE Or THE ttrtii MAT 246 16.7 179 .___. 331....__.. __..._:x . ..._.._-__� ARE MG 'MND ZONE C)R ARE NO-WIND 70N= OR .,v1A0;.i ! 252 17.13 18,6_.._....,................19_a......__.»............._21.:0_..........., ESSENTAL FACIUTIFS D a f SS IhAL°A ILrpL L?^ G 258 17 9 19.2 2}5 21 7, NG'R U1kE SE;ARA ICJN tKU, �' NC7T REQUIRE SEFARATION 264 18.5 --.19.8- 21 1 22 a FRnN C�I.AN 4G. FROM GLAZ IIC;, w w 270. 19 i --_._20.5. ..... 2.1.3.... 23 1. . i o�x 276 I 19.8 21.1 22.4 Y 6 282 20.4 21.7 23.1 PEFLECTaW MUST BE t o zL E7ff1.F{ISDN 4tt:;T P.`c �s n zr 288 21.0 223 -_2�.J____..,r ._2J,1... rhEP.5UREL AT VAN' r,i •$PAN,SEE T9,3LE / MEASURED Al PANEL w 244 21.b 2d 0 24 4 25 8... ACID-S'AN.S..SAF3L `}° 300 22.2 23 6 25 0 ?6 5 ABOVE.FOR M.NHUM --.-. .-- . ABOVE FJR +.li,!eSUA4 e y g B SHWATONFROMGLAZNG. ! 30b 22.8 24.2 25__7...._....-._.......... 27.1............... SEPARn'(Ot F-,10MGLAZiNv. ca 312 2;1.4 24_9..... 26,3....__.__.__..-......27.8......... ( _ (� 255...... scx_c.318 24.0 . 24. 2 .324 29. 1 ___._.__.._._6 ..... k w 330 25.2 .....-.26.f3 _M3 29 9 t DIEF(FCTIQN(JiA�RAM_ GEFLET{C}N i�J�GRA7v1, i F N 336 25.8 27.4 z4 0 30 5 j - - C) rc 342 26.4 _ 28.0 29 6• .. 31,2 348 27-0 28.7 _._ sq.3... 31 G A 354 27.6 : ._._24.4 30.4 32.6 A 360 28.3^.._.._,24.9 31.6 :1.3.3 12 11 1U Y 8 ! 6 5 4 3 2 i .12 IT 10 9 8 6 5 4 3 f if. y C.FPAWI�,f""'. GZf.q�Lkr rjP. 60974 kYOFC,'�69 ACII,'! ti I. 7 R(y. rop, LVM. G'j D ALUMIN ,A 3('1Y COVER STYLES Rpm j,;P. CF RIVII SIM C�F.A um.Rjpl� OF t5,%0"FF Jj :31-d z X 1-10,xvlw IT,pI TOF 01. x �,LIK �1 RAII F IKN > ................. ILLI... ROLL-UP SCREEN SINGLE PANEL-ELEVATIO ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL w E ........ ....... . .......... .............. tn' LLS 4.2f.f�f I-%'I CHIV-4t �41!Wf-;�IA 011$Ck :41 114%PsI'�mS 0 z ............. 01 D MOLINT'NG BRACKET SHAPES 7 D LI ry 4+ Wjo 110N e V) c c U-1 E-3 J --------------- 5 F, 111;Ml':-4(7,DFAQUI u vol"I.AX.-IMN*'AH SEECETAII lips STIED! EE--f-AI-PIS 5 4-E-: -- ROLL-UP$GRE.EN M UL�TiPLE UNIT-ELEVATION A,V;U.W- K....VECAAL&IL.IU 4 E at'WrMtR, 11 t0 4.1.S. MOUNTING BRACKET INSTALLATION A 12 11 I 9 & J 6 5 4 i 2 12 1 19 9 5; 4 3 2 1 116;AL,III-AJ'J'.W)Ji?I NJ[:W.TURS Ji I.'*JIVL.4 I i4T,$1,L%JAI"PING It,K 2*.Z-1,8* '4KAIL ftCr;Cf1VK'1 ANCKM 1.4 n .�3',ILLUD 10 IWIEW HUAING TAP..F F. L IX I i M l4c..t S )1.IJi;TRATCS It ckitt 'Hr 1.1 SJUL Al,1.1 JR. lAx Fs. 'AMV,AITM."-ft!til 9 tK ,,, I/1—--_-_11- ! MCMIDE X)h':lFTf_ M.Tr JT CCU 4o_' V.. 41 WUCA! ........... MA1.1410 SIR VAR ',mmolp 1A,"i V:)11514.f�OR ;LJDI, ......MU 4U, 77711—,, CII r LU Al"UfNWt AIK'NOP IM. ti 14RIK."'A Y-VAIi,111c;lit.,Illi IU A,C.I. iXo V) 1,12 V.-P A sms 121 mi; ,o,,r,i AIWAV 11'j;F�lg Jr, AWU 1K.AUi1_ C-1, V- 'A WIM,IR W;t JX RJR 12 F i I fi�J M tQm 0 .m.MIER. x:w,S VC.- 7- UVC.�.. • INI:11. 'qr.C. EAP t ANG4,1 :t&,NC;ORIAW,; • �0-1CR9C OT14-R SOIIA.kLE 5 J�,Ir�,K� L. ��, : 3[i ,-IAP-INC ICU,- UREIE 14W P�:MJ,C�XIUT -<...x.r: tri 0 rcr iAc mocx,Aw.vatim. It.AW,W001). SF Axis S.-.:4- "A'A" LU aZZ., o W z cl :t v. 0 A SLUE LJj-,3VJ't)V.EA� PA%Will KAVV�IH�MAPIN COV S- M MA_x IfAll,RACK<iUlf IPLASICI L qym 7 6 5 4 12 to 9 8 7 6 5 4 3 2 _RA 5 RAYZS JCZ jD� NPIAR"SL13S INCtCDC CON11311:111 GROW F.L.Eb ROC(, C')1iC-FT=.C;;--Ur-1.1 M 6 OCI:....... ...... C.O.NrMIFT vW V clfi_I hIF SPA, CONMUP,Plitt'':.Gltj�AI..;�Ii Wil, iF Fa HOLMW ALC�X.SIM AA11 WI)CM. C.-<h'E F'ILLzO C,,/,U ALj.WIVF4. .01-V BLOCI�l Met.;ww,;�;m. 5 1 U,,.A'�0 WC C SH.TA51-5�OR AFWFRIA_,E I _;FC'R A TRO(PI'Al. Fppova:.:$i1lal) �MMSI:n PALACS R-M A 'R At 17�SPA A!,&0RA,!DS""CvqG -11—- Ul I'Il `Nfl LE) POR A[I'U SPAC MG 09 AlChk kIPPROVED�1�1 AW(WED SIDE RAI 41tIJU)-QI- SM; AILYLR._WAI.�ct4s _C�ll'314'1 ILD-I" c "t., x- y ..K.rl:.TIA Its;:�N RIFF TATE j.)r It-IN 'fill Ill;! k, G A G. 'IJI'AM WTFIATS P�CAID OPCAT LED fAQ 3 C�)wpf:TF zuPr py HIALOW "Cc,AVV WO�,C 'I'v E �,WALLMCUNT-S CTIQN1r} 1PAjAI _C I,4.P,,.,...f"_r:.,.V 5.11.t '15"A.'All"10P C-1444.' or -A,!AIK:1Ii;0i`C;, 11.1 -WALL MOUNI-SEC 110M r ;5EF A<011P TA, B 7— V4, CIL -EX(T=-"t sa :r'�,IWF,�-,)?A, js.z�AN '.k5LE$, f AFFPCVE:�M.,LLCO .V,f A I +.'T t$ re Lu r in t —:411 1AV(f I 10.0 A C Nf-A F- tS D AM-11,1CF.ANn S'AriNCTI D ACCE. Sf V) ANC41OR AW iIAOW� Q -OUT M.OUNT )N _MQ!_LIQN �MQV.NT-SECTION QILD-IN&AOUNT-5ECTfON, 13 x I.41s'R r,N't CA 4 A N C;1.r. 2 v, jFJLL LENGTH 6F ScREEN 0) 7 C_ Rev.Q 14 !"A A VAB_��AST� E? A. RETENTON A1*tF v Lu g 31DIF RAIL _UI,tIU+llady4(4t-' I— SOC.RAI, P17MOVAill.1 q;, QE FATENER l�NT.Cit'/01GL' I MOVARI E SID-pk 0�AX Rr • REIENTI ANGLE HWQVMU MSLNtzft iE —RETEND I ON ANGLE-DETAILEtj--NTION ANCA LE-5ECTIOZ o RETENTION ANGLE-DETAIL ,RETENTIQN.Atjl LE-SECTION NOTE:11113,k1TE.14'1oNANGLCSAJREt10T PEQUIRE-DWIIERE-THESMI.. RMEMON ANGLES ARE NICY'KEQUIRED A SCREEN TR?kCK ENDS ARE AGA LUST T-iE EVS7111G S7RLICr.JRE. SCREEN RACK ENOSARE:AGAINS"THE EYWTG MLICNRE. A 8 i 12 10 9 9 7 6 5 4 2 12 11 i0 9 8 7 G 3 4 3 2 g1 t� t lLhhrr F�/�rrrr Hv" SCP ND AI >11.1(:IF,WCMOM.)—. !','4(Al ifRvn lro-1,'AC16 VW;itw �t,.• f/ S0974 :•rd I ._......_ ._— ....... ��'!i �� ,hY � /k ! ,rlf f rAI tI 5l\r JliF M{;�,{..M h"1 I£Ah�,• t .+{{1 �±, Ci A t• I:FC,f At F %V.A 11A�_ �Arrr/ ,:YCa4tIL lrf Fl si 4tktA 'G y�hAOP X' .\ •\n i �" :1 r 1.r] r fly{@ f f ............... -F - I\!Ip N �F ISI\ _ r �t,: 'Y �. >« ` -,r.f. ... ',I i+.iax:o.x.,r7 v....,r>� � -• I , — I,.,.,.,..it IN IV,,. � LU t. GROMMET SCREEN SINGLE PANEL-ELEVATION r`Fl,—A;'Att)AI At:WV:! -;k.tlf�E::;!i: W _ D ([ERLA. C. \�� .�tS \,' yi:'� > t+y .� �r>� r� � � J,'r ,( x 3 t.'.h '�•: I .tom. � u; ��. 1>11X �` �!. Y/ ,� K` .;ter c �i ,�• a ti ../ _ -. _„� �. CVy� r, ,/ fir• '�, a kt '�.:. _? f _ �>•/ / \'' w!"',� * �4 '\ I Isc cc3A� k_. ! z >hj•._�., vv4 � , t'�KW 1v; �� .• ,. C: i' S�2 '�✓ hx.�r /� f.;`� �/�'k`7.-� f `: i �.. r ��', � >l� 'y I.. � �, �St"��. ”" w c� � �W ♦ r r�r fI•xri�,�! _ �` Sti ✓!!% f<.; X '` ik.. !.� O Ca WE G o ,,� 'r�yc r yk ,��'i`u 7 w`•�r, `', '�, �`�'. ,�� :.'>;` �� s r E..; � �- i,!" I — - T�R .�,.Y `% �'7r t't� '{ �� r>r�"`( J TY .' �� 1 � � t.. Mr•-.i rei;(a+K Y �, � t?"fl B . 17E E O ..v£ Inr;':)II I{ r.atc nF i I a rr, A� �� `,, ` �>:,, ! ��,'). > 5� I � Y � N ;�•. j f k C I.taC: Im �L Intl! «��I z i y .. .,.trry v....r,. ri H.t+.i,i r rr.'.r.4:; x.i I�. tn,aP...BGr.?S..S .f 1.F.,r.•k::.I.r,.Nt S. -- .— 'F'^��"'4 - 39'c"4'!.,<3it1 LEl a+tt:>EI'`+,1t :it; ? ` .'r"!'","1dR%;:SICAF°AW1 tVIGIH i`F: `o UvU:/.ITC h?l.�c.hk lI ICY. L. idti IM'-Y I.:.:tt 5 AN L'cf;C}III o y cPi i S,r'^', GROMMET SCREEN_MULTIPLE PANEL—ELEVATION GRChNWET SCREEN MULTIPLE PANEL-ELEVATION ............. _.......... A .,..i0.=.PJ'Lin....„I,r. ,'i:JC:okdiCJf.a.Va;T t. d,. .u.rs. A 10 i2 11 10 Y 8 % 5 5 4 3 2 1 12 I1 10 9 6 7 6 5 4 3 2 P H 21] 1 1974 111 -A- TS qF 0 _T GL G " ( j { ;; ............. L L-ow a ............ ................ Al-AIAR11. ................ 'o 7 I.T Au'Mi ANGLED 7"TRAQK BUILD-OUT"I"'TRACK RE-VERSE ANGLED"I'"TRACK 5LA-11-PARD"I"'TRACK STUDDED ANGLED TRACK 6cf346 F r 161111.011kflj.,'-1.1.! Wi. .................. ............. ZIPPER KEYNOTES XX A. f_ P V65111C11' X 2:P1[4!THP[Ar,:138 DEN:N X LLJ x a, ANY SPR'NGj' E SATING OF Lbs. C. 2 WIDE _00n. 5 (� -' AlRIES BY "A SRUCLIRALH.)K, ii-M.1.6 LL NV,.Sf,-,-iIEVI 21VIDr SEAT Z ;sM STI!CH. ........... ..................... ............................... IV V D X V) < > X/ V) 1. APRROVED FOR UPIOMPSHOAXIMUM. ,�iusf BE: [RECTIC,N. 2. TASIA!I ED NSPAN D J. PENITRAWHEM-5. LL), <. zz T 0 Ne B ..................................... ................. r ........................................... Z ....................................... tn .................................. 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(in) (in) 6 41 4 12 i IQ a 6 1 4 1 6 4 2 16, 8 6 4 IO bN� 0 48 130 130 130 z i3o 160 48 130 i 130 130 130 13Q 1 130 1 130 1,30 48 130 130 130 ........................ ........................................ 130 - IT` ........... 13 130 130 �if* 110 1"f�b ]'�b 130 1 130 54 54 '30 1. ................... ................................................ 1 130 130 1 130 .130 W.I.. 11.1.- -1�q iqQ -1 60 130 130 13Q 130 130 IQ 130 130 3LI 130 1.30 1 9 6 3 130 130 130 130 ...........gq ..................... bb 12T 130 i 13 130 6 127 1'3 30 130 -01 1 66 130 130, 130 130 ............; .q j ).�? .� - I I. I v _�p !,30 A6 i 16 130 72 10 130 130 130 130 130 130 130 13D 1 72 136 130 130 2 116 1 130 L_1�0 Tff-1 36-1 07 129 130 130 130 29 -78 1 107 1 14^9 130 ................................................................. ............. 78 108 1 78 107 129 1�g i 78 130 84 100 120 130 1-10 64 li 30 130 130 120 11210 1301 130 1 .44. A.010 20 130 130 130 .............................. 130 130 112 -TR 90 93 i12 -130 _1�3 9 93 112 130 130 130 90 93 Q 1.3 !.�.q 0 1 90 93 112 130 96 88 105 130 130 96 t. 87 105 130 130 130 96 87 105 96 87 105 i3Q 130, 13Q ............................ Oaq i�!q jA i --�2 99 123,_.).31) 130 102 82 99 123 130 1 130 102 82 99 124 1 a3 M -102 123 130 . 130 102 82 i w :i - I, 01. 108 78 93 -T130 108 78 93 117 130 130 108 78 93 116__-130_130 108 i 78 j 93 1 16 �30 I�0. 116 ............ ............... ......-...... ........ 75 83 1 6 IiU 73 88 , 110 30 130 114' 73 ; 88 110 1301 130 114 74 88 Ill 130 130 114 05 7730-, 1;30 120 70 84 105 120 70 84 105 130 120 i 70 84 105 130 130 120 70 64 105 1311 130 126 67 a.0 100 130 113C 126 66 80 126 66. .86 10) 130 130 126 66 80 M m 1 M 9 0 5 132 63 76 7-9-5 -T27- z 132 64 70 95 127 1 0 68 76 95 127 1,301 132 63 76 95 127 �30 9 1 138 61 73 91 - 138 61 73 '�I 122 ol 121 1301 1 138 61 7', 91 121 130 ...... 138 61 73 121 30 M 144 58 70 38 117 ;30 144 58 '7Q . 87 : 116 Q - J44 0 87 116 144 59 70 87 1�el 11,30, J.X.1 2 �,7__� , so 56 67 84 1 112 301 150 5' -617 84 112 130 1 150 56 67--84 112 130 ............ L1.1 156__54 1 65 8 108 130 156 54 64 81 107 ].�3p.j 6 04 6A b1. 107 130 156 54 64 2) 1071 130 103 1301 __L3 2 78 103 11-0 14 ��Z- ig I 01�1 C 162 52 1 6-2 75 104 130 16� U �O 78 162 52 6 50 6 75 i-30 168 50 168 50 60 75 100 130 168 50 75 100 130 .................. . ....................... ........ ...................... ...... ---T7-4 '�K 2 174 48 .58 72 96 130 174 48 97 130 48 56 72 6 1 130 ........................................... -,'�d - - 47 56 --I-SO 47 i 56 70 93 %-V 180 . 47 56 70 93 130 180 0 5W* 0, 180 1;K -1 b9 90 130_ z ------ �ff6-- 4-5--54"' 186 45 64 6B 90 o 30 8 68 90 130 ............... .................. .......... ...... ...... ................ o 192 41...._......_,`13..........._ Q.....:..._.6 60 60 192 44 52 60 60 6D 192 4-4 52 60 60 60 192 44 52 60 60 60 ............................................... .......... 60 ....... .... t...........................I. .. ........................................ 0 66 6b42......__$1..........b0. 51 60 0 60 198 - 6D M-. A� . ............. -i 4� 0 6b 60 _60 ........ 204 ..... ....... ....- D 264 4 1 41 49 60 60 §.Q 1 §.q 60 204 41 49 60 60 60 ...................z .......... - - - 1 210 40 60- 10 40 1 48 48 60 -90--'60 6C a3_0 40 60 1 210 40 48 60 J�' '4� 1 47 59 60 60 216 39 47 58 60 60 216 39 47 214 --58 + 6C 60 V) M 02 3� 45 57 60 60 222 �38 1.5..........8.7 222 38 1.4 57 M 3 S 57 1 60 60 0 60 ............ 228 37 228 V 55 60, 60 228 44 60 60 228 37 44 55 60 60 44 55 60 60 1 36 234 43 54 6. 60 2-34 36 43 54 60 60 23 36 d3_.•_54- 60, 60 1 234 36 4 60 60 4.3 5- _ .; ! 0 5 0 240 35 42 53 60 60 240 35 42 52 60 60 35 42 52 60 60 .-.1-246...........3 42 U 6 246 i 34 i 41 i 5 V7 -N_6 34 41 51 60 60 246 41 51 611) �62 20 60 51 60 252 33 1 40 50 60 60 2.52 33 40 50 60 6D TC2-1' 40'1 60 Q 1 60 5 .60 __! LQ J--- 258 33 39 49 60 60..1 258 32 39 49 6.0 60 258 32 60 258 32 39 9 --;"'4- -'-W" 6 Lu Z7, 264 --49 A 60 264 32 §8 6" 9 T:F M 32 38 46 �6 26432 38 48 .60 60 32 1 36 48 60 . ........ ......... ................ 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AQ ......................... 3.2 4.0...........5.31.1...........69 1 sis 32 40 53 60 318 ............................................ - �l 39 52 6D 324 -2 60 1.'. -4 ��4----.......r....._ --------------- 31 39 52 60 31 39 52 60 1 324 3F 4 324 30 38 30 38 51 6" ........... 330 51 6Q. 336 330 60 ........................... ... '-M ............ ........... ............. Lkc 50 60 336 6b 336 _60 336 3Q 37 60 37 W 9 0 342 1 29 49 6b 2 3 49 60 37 49 60 .......... 348 s8 6pI A A 2 36 48 60 348 3� ---S4-8 . 2� �A I ; �M 46 -60 29 .......... . .......... 1 60 354 2 6 1 54- 28 35 47 60 1 35 28 35 47 28 35' 4 ............. _�_4 _4Q 354 47 360 60 360 ; 1 27 47 60 360 47 60 T2 11 10 9 8 7 6 5 4 3 2 12 8 7 6 4 3 2 itFREYC. RIVItTj N WOOD TABLES U % STRAP BRACKO W/TWO 3/6*'COMBO ANCHOk or LAG BOLT 1/2"COMBO ANCHOR orl-AG BOLT ........ ................ ............ ................. ....................... U.14".LAIRACON................ 1 JA"CRETE-FLEX 74 or 114 SCREEN WOOD SCREEN Wool) SCREEN WOOD "PANS (SYP wild SO 2:0,55) SPANS (SYP wilh SG 0.551 VANS (SYP wlih SG2:0.55) SCREEN WOOD UP TO iia TO I LIP TO ....... .. PANS JSYF with SG�:0.55 ANCHOR A CHOR SPACING[I (in) ANCHOR SPACING INCHES' 14 12 8 u 18 i 16 TO 18 16 12 1 10 a I ANCHOR SPACING 16 14 12 10 8 i .,n 6 48 130 130 1 130 -T3-D- 130 48 1301 130 , 130'LC36 3b" --54 13 )30' 1301 48 130 130 54 124 130 1 130 130 1 1,30 7—aO G !.J P.... 12.6 30 130 130 i . ! �30 130 K 60 126 130 G 99 113 13.0 1 iao 130 60 130 1 1301 130 1 130 54 1.30 130, i3b i�b no ......... 130 130 i�6--, 130 130 1130 60 120 130 1 130 130 130 b6 90 103 --b 66 102 115 130 -il 30 72 93 IOS 12Q 30 130 72 130_130 i 130 130 66 109 125 130 130 10 1 72 41 1 : 130 130 '301 1.30 78 J�3 1 T�6 I�b 30 130 72 100 114 130 130 130 76 87 102 i ?2 130 97 111 129 1313 7i i Inq � 84 80 90 103 120 j3u 04 71 113 111) 84 1141 129 1301 30 t30; 130 130 90 66 90 i 84 6 LLI 2 130 98 1301 75 88 106 13D 114 130 96 96 70 79 90 105 130 96 113 130 1 130 62 71 83 99 30 30 130 j go I I 1 28 78 .......i-U� -116! 67 102 66 74 85 99 130 96 75 8� F 102 58 93 130 t 56 '130 bn 93 130 755- 108 89 100 f 130 1 130 71 81 94 BE 57 I 1 102 i 113 114 85 130 130 106 !7 7 114 1 5 ... ....... 69 130 4,-AA... t�.......... ................... 89 107 _130 ........... 8. 126 �4 120 80 90 120 130 114 101 126 IN Y.I... -.66- 79 130 "--f2—--, -7r,-I _63 72- 8-4—.-------------- 17 54 63 75 126 126 53 6'0 69 Fitt 6 76 86 i..l 4 1 130 " , 120 60 69 80 96 120 132 5i 76 -5 60 T 16� 130 �30 i 126., z .............--- .............. .................--.. -1 57 65 76 91 114 138 38 sb 3 73 1 rU104 .......--- 43 49 57 69 115 138 7D 8 1 4 125 130 i 132 5.5 62 73 V 109 - 144 47 53 60 70 16� 144 411L, - ...... ..... 1—0 144 67 75 100 126 -K) In : �52 6A' 7 D V� --- -5.§............... 150 45 50 1 58 0 1 U-t 53 "IT F- ISO Ap �d* lb6 ISO 96 30, ...... .... 156 43 48 55 65 97 U 72 BO 100 156 62 69 92 III i.3f) 150 1 45 55 64 77 96 0� -T6——4 -4--7 53 --62 1. 156 io I ii' -46 ----�7 42 49 59 -- 162 59 §9—: 0 -ij-0 --Y5-6 'f —53 14 ;T 168 40 45 51 0 90 1 2s 40 47 94 148 57 64 86 03 129 1 162 44 51 59 71 89 34-1. 3.9 6 174 39 43 50 58 87 69 5 L 55 91 174 55 62 99 124 1 168 49 57 88 L I 180 33 38 IaO 53 174 41 47 55 .37 42 45 56 84 7 44 1 53 88 .......... 60 —6 66 83 46 81 ti 186 —8 186 36 41 32 43 1 51 186 52 56 7793 > 1161 180 40 46 53 64 80 5*6' 1 6 39 �4 52 1 k 77 5 ly 90 35 tij 50 60 35 .39 �45 53 60192 50 ................... -AV, 190 34 38 44 51 60 �9- 4 50 io 198 36---��4 1 60 60 A� 7,1 3 D60 29 33 39 .........._-37 .......--.. -.11--.--- '.. 6b 20420A.... 0 47 53 198 -.-S6 42 48 47 66 60 69 62 103 i 204 35 40 47 56 60 216 38 45 210 32 36 41 48 601,. 10 216 31 40 47 60 V) 31 1 60 1 216 4-1 50 67 go 11 116- 222 3' 44 78 -97*-* 44 53 G .45 6 222 43 49 6,9 216 33 38 6 3 6 43 1 60 34 -ai .......... ............ ..........— 228 29 33 w 44 60 228 30 35 42 60 228 42 A-7 .63 _.95 1222.......`12...,`..`7 22 2 43 0 w ................ fj,4"- -29 32 -TI-43 6'0 0 34 41 60 234 Al 46 1 62 74 '?2 228 32 36 42 51 60 ........................... ................ ...................... 40 60 234 -i4-O- T8 J� 60 240 28 33 240 40 45 i 90 24b-._..__...- 8 .......... 246 35 41 60 �72 31 35 J.-4 1 49 60 !0 8� 2 �U- 39 214 32 E-E:�E- 240 30 34 1 40 48 e.0 c252 246 29 33 39 47 59 31 38 1 --AQ_- -.N... 40 6 c .............. 256 31 i 60 258 29 33 39 51? .�6 2SO 37 42 56 67 84 252 293 L�, 46 57 264 264 29 733-38- uj 30 36 60 --57, 264 36 82 258 28 32 1 37 45 -56, ff,* --2�4— .-.. ........... —2j-0-7 270 28 -2 .......- i - 29 35 59 .............-. 36 40 53 64 55 29 34 57 1 37 55 3 52 63 78 270 36 43 53 276 276 M 35 39 -0 2-82 282 28 34 31. 3�- -54- 282 34 38 77 —276 30 35 42 2-8-8 33 38 50 :0 75 282 29 84 4-1 51 0 5 E2 288 30 i 35 53 �52 =j,. 33 35 d 6 8 300 294 _,;L91_ 294 33 13/ 49 1 59 73 29 33 40 50 - 3-9 29 34 51 - 64_ 3 53 300 29 34 50 300 3-2 -7-2-- 49............ 306 28 33 52 ...... 306 31 71 300 2 306 1� fi .............. -1 35 4p q 30 51 3.121, ......... .................................... 312 31 46 55 69. 1. 3IN 31 38 47 ....................... 3E 377� 318 32 48 .. ......... 318 Z 312 324 31 47 3i4 49 29 330 48 31 46 ........... 336 ..........-�7 30 46 3 2 342 29 44 A 16 3 21 Aim A -A..... 28 1 43 1 44 366 42 1 28 6 9 4 3 l 11 10 9 8 z 6 5 4 3 2 LOWAR1. A YANY eFAIID� ALUMINUM & STEEL TABLES RUADEX.FAWN ' H SAMM1/4"TEKS 1 'TS /4-TEKS �Y 4 !SCREEN 16 GA Sted -SCREEN SCREEN I 1,W'Alum SCREEN1/8"Alum SPANS (A36) SPANS SPANS I (MIN 6063-7 (A36j( SPANS (MIN 606345) 5) i Aw'- UP UP TO C! UP T ANCHOR SPACING(INCHES! UP TO ANCHOR SPACING�INC HORS ACING,',,,' (in) (in) (in Ilinl AN�;�iQp SPAONG(INCHES' 12 10 a 6 4 14 12 1 16 1 8 6 12 1 jb' 6 4 14 12 ! 70 1-1 — - .0 10 48 1301 130 130 130 1 130 48 12�7 Mo 13 q -.1 0 8 .0 j3 109 ..44 .1301 130 130 130 130 I ao 13 130 1,30 130 130 54 130 i 130 130 130 130 60 98 -15-6- 1 1 ff2 -T7a-o G ......... 60 130 i 130 1301 1,30 130 - ------- ........................................... ........... G 0 iO7 130 1 '1 3D 130 AA. WO p 3 )30 130 130 Ill 130 130 130 L 46 j 3 3Q 130 130 1�0 YD.-.1,3Q, __kl -L 72 130 130 130 130 110 :ji 27 131) 130 72 821 72 130 130 -1 130 130 130 130 78 76 12 10 130 130 78 130 130 130 130 130 78..._...78..1.. 8 1 94 130 130 .114 78 1 ................ ......... 70 z �q 64 73 84 130 1.30 130 130 130 87 109 130 i 130 84 130 64 122 130 136 130 130 73-0 1 752- 90 66 79 98 130 o 130 136 ISO I x 1 110 90 1 68 81 i30 130 1 90 114 130 • 130 130 130 -.11 0 62 1130 _4 130 _I. 0 3Q 96 64 76 1 95 130 _Z4 123 j 130 4b 107 2,, � 130 130' 102 58 69 BT- 71- 102 130 130 130 130 130 _1026Q 72 90 1 1361 2L 102 101 lie 130 130 130 F 108 55 66 82 1091 130 F7TO773—o -T3—o 130 130 56 --b8 85 _113 130 P - 78130 I30 130 'X' ........... 114 fkj'TQ'-1S0- -1 S3 6 j-�0-' 114 4 CO' W 130 114 90 105 126 130 130 — 1111._-111,1 — 120 13CI 130 130 130 130 120 ld2 130 .......I�-O-F-BZ--f0-01 20 110 15so 126 47 56 70 94 130 126 126 130 130 130 130 126 48 5& 73 -97 130 1-36- 132 46 54 67 126 82 95 114 130 1.30 416 S5 69 — 89, i W .132 120 130 130 130 130 132 92 .130 Z 138 43 51 32. 78. 91 109 130 130 64 86 M . -1--- - 1 130 116 130 130 1,30 W 136 44 53 66j 88 130 144 .4------------- 64 -TE- 41 49 62 82 123 138 75 87 104 130 130 144 110 128 130 130 1301 144 42 51 V) ISO 39 47 59 1-8 144. 71 83, .,DO 1-25. J66- -T-2-1- 130- 1,30 .45. ISO I 49 6 1 81 122 UU 1- 150 69 80 96 120 130 MY"'F36"--i�-O- 13-0 156 47 78 E� 4-8 51 '-7-6-'-1-1 4 1 117 156 66 77 92 115 130 95 114 --y T' x f 1 1 6.1 Ri 162 36 44 .55 73 )09 -z5-11-3 I i 38 45 56 M i 168 35 42 53 70 la 1>8 74 to, 'i 11 130 kn 10" 10 130 130 130 Iss 44 54 73 109 174 34 4-1 5-1 71Ts—61 71 86 107 130 Z) 11 9-1 106 1�T L�—Q j 3-0 5 42 -,-5'3',-, 76* 'io� 174 59 69 83 103 130 ............ 180 1 4 68 102 �L3_ 39 49 98 130 80 100 130 186 85 991111._ 119 1w-1-3-0- 186 2 1$6 32 32 38 180 57 67 48 63 95 z 192 3-1 46 -66 186 55 65 7? 60 9-8 --�-G 36 —45T(5 192 54 60 60 69,i 97 129 I 192 60 60 60_ 60 60 192 3B 48 60 60 -'N 198 60 60 60 A-0 60 6 02 1 52' CO 61� 60 60 D 29 35 43 58 .16. AS., 60 60 D 204 59 60 60 60 60--6U-" 210 28 34 42 56 60 50 210 6C 60 6.0 4458_ 60 56 60 �14 210 49 57 60 60 60._. '28 34 V) _a3 1 60 ..........--.-............-,- -...... 216 60 60 60 60 60 216 ....... 216 48 56 60 60 0 222 32 40 53 60 222 61) 60 60 60 222 411_53 60 60 32 93 54....._66 60 :2 ....................-..................... 52 60 A � 228 60 60 . 60 . 60 60 40 U 24 30 1 38 ��6 66.. 2.2-8-11 45 .53 60 So 60 : w �60 234 31 39 ' ;- --- 234 60 52 610 ...... 240 30 138 51 234 60 60 37 49 60 .....................-........... 240 60 60 60 1 60 50 60 60 60 60 1 iS 46 60 --i4-6 -60 60 246 30 1 37 50.. 24b 29 36 246 42 49 59 60 60 .4b- W I C 252 28 1 35 47 60252 60 '/o 60 262 29 1 36 48 60 258 4 46 I 160 232 48 5.7...........40........... 60 60 60 60 268 28 35 47 1 60 3 5 6.0 258 40 47 56 60 60 264 1 34 45 60 264 60 60 "-Cd" 46 114 30 '49 5Y- 6b- 'bb' < 270 33- 270 59 60 60 45 60 60 276 270 38 44 53 60 60 ..........- 6 43 1 60 276 57 1 60 60 60 60 276 3 44 60 32 —�3 276 : P - 282 3.1... .._42....L..60 ��-.W.. ' .,, �2.1 �Q. _6P, 282 56 6 60 60 60 282 a2 43 60 282 36 43 51 1 60 1 4 2 60 288 55 60 60 60 60 288 1 12 4 3 36 42 50 60 60 ......... ca 294 �-o .1 .I... i 31 1 41 60 ----_ f! 'Q--66-� iO4 294 ! j9 59 300 53 i 60 1 60 60 60 t- B B 300 35 41 49 60 60 0 300 :�1�............ _j 390 34 41-1 _46 60 60 0 06 29 39 58 60 60 60 .......... W6 14 V 4-7 W 30 1 40 6D ...... 1,60 i 60 60 312 29 39 59 318 .......... .......... ............................................- 312 33 38 46 60 P 37 5� 58 !7�18 50 58 60 60 60 318 -14- 58 .......... -p 2.4 --.41A 32 38 45 57 60 60 324 28 38 5 6, tz 55 324"- "'3'7' 4 4'- "' 24 4� &6 — 4 56 60 0 ................ 36 54 i 330 R's --.33-11. 56 60 i 60 60 330 1 37 55 ci 330 53 1..1 1 31 36 55 60 1 336 47 56 i 60 60 60 54 336 31 36 4 ............ �5 342 43 60 ....... 35 52 5 3d 4i6 54 66 �6 �6 342 -1 A 342 60 A 348 46 7-53 : 60 60 60 348 1 35 53 34 51 7 .348 Ob 35 42 J-- �4 572 364 45 52 60 60 60 354 3 34 0 i 354 9 34 4 76 6 360 '�l 60 60 60 4 9 33........._44_......_54...... .._60..... 29 360 224 � 3 4 3 gl: EARTH TABLE V4 _E7AR_T4**XN_(fff R__ NOTES: H 30"x 1/2"Shaft x 4" eJ mud'urn donse sct-io fS01 Class AA 1)0so wltwi sol c�i6j'ons aro viswly Idenftlou to be tocso 6p 7 SOIL CLASS 41% 21 Use wfitan soil vorldil'ons,ore itientified to of;Solt C."05.5 3• conditioti we viwally ide'dified io be ose Jo mediia,dense sand ;S >,]use with, we jsed when s s SCREF;4 MEDIUM DENSE SAND piat,;s ci Clan 4A 1 $p .......... .o A al SoilCipss 3r.24,3Y c'low ccuit-Jovice of 351,550 a forove probe y UP TO fin) ANCHOR SPACING(INCHES) b)Soil Class 4A: 18-23 blov,count device cm 276-350 a lerque p7obo 24(il" 48 1.3D 130 130 G M d V� F 30 60 130 130 1 130 66 127 -110130 .. .. ...... 72 Ii7 130 130 76 108 1 130 130 84 103__ 2z 130 90 -36 120 K 113 130 102 _,a2 106 130 F lOB 'm 100 L30_1 ............ 114 74 0�' -126 in M --.w.= J fii 67 36 114 Z �32 64 82 ........... 138..........61..... 78 104 i 5 1 CIO E E 156 54 69 92 162 52 67 9ji 64 186 T 168 50 4 174 49 62 EL. ISO 47 z J 186 45 5877 .. ___",. I , — < 192 44 56 60 0 < Ce m D 204 D 216 39 50 60 47 60 fY L) 234 j6 60 0 240 5 1 60 246 34 44 59 V) 252 33 43 57 258 33 1 42 i 56 w32 40 55 270 31 40—. 53 i 276 30 39 2 82 30 38 51 29 38 7 50._......j 300_._..__._ .2..0 -5, 6 0 s 3 i5 312 46 35 ''318 —34 4-5 'S!4 44 330 44 33 336 342 32 42 A 348 �i ........ 41 A 354 3 .......... 30 40 1' 6 6 4 3 2 1 Specialty Engineering Services & Solutions, LLC 18540126"'Terrace North,Jupiter,FL 33478 M:561-412-8287 Jeffrey.friant@specialtyengineeringservices.com www.sess-inc.com l Certificate of Authorization#32371 October 16,2019 Supplemental Fire Rating Tests Application Number: FL11291-R8(Revision) SESS Project Number:19-1549 For: Storm Smart Industries, Inc. 6182 Idlewild Street Fort Myers, FL 33966 To: Florida Department of Business and Professional Regulation 1940 North Monroe Street,Tallahassee, FL 32399 Regarding:Storm Catcher Wind Abatement System, Product Approval Application To whom this concerns, This office has reviewed supplemental fire-rating testing performed by HETI (Test Reports HETI-17-F301,F302, F303, F304, F305 corresponding to black, white, gray,brown,and bone colored fabric respectively,2017 testing).Tests were conducted in accordance with ASTM D1929-14, D2843- 10, and D635-14 for self-ignition,smoke density, and rate of burn. Additionally,sufficient information has been provided to certify the ASTM G154-16 and G155- 13 UV requirements(REF:Tencate fabric test report 10/24/13 et.al) This letter is to confirm that the fabric tested as per above is approved per Miami Dade HVHZ requirements for the product as listed in FL11291-R8 This letter is to be considered when applying for a Local Product Approval in accordance with FS 553.8425 utilizing the FL HVHZ approval along with the test reports listed above as a certification for use within the HVHZ utilizing this equivalent fabric but without the additional FR additive. Except as expressly provided herein,no additional certifications or affirmations are intended. Final approval shall be at the discretion of the governing authority having jurisdiction as inspection of work completed under permit has been performed by others.Unless otherwise noted herein,all specifications and installation shall follow the product approval referenced above as well as the minimum requirements of the Florida Building Code Sixth Edition (2017). Respectfully, C. FR4 ,,` }itifiStitttr,f�F 41 F or certif /bL .�``�� ''jJtraaassssti�l'��