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HomeMy WebLinkAboutProduct Approval 801 ' ' License STORM 4047 Okeechobee Blvd, Ste 106, West Palm Beach,04 33409 Phone(561)229-0048 SMAjmTe) of Southeast Florida aww.stosmsmadsE.com Property Information Building Information Owner: Mike McDonald Wind Zone: 170 MPH. Address: 3909 Shore Side Dr Exposure Category: D Tarpon Flats Minimum Building Dimension: 59 ft. Ft Pierce,FL 34949 Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 0 Int 7 0.0 0.0 1 Int '109.5 101.25 9 56.9 -61.0 2 Int 185 101.5 9 55.3 -59.4 Prepared in accordance with:ASCE 7-10,Chapter 30, Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 i I I Opening',: Size (wxH) 0. , (Fmt Door(no product)) a 1. SC Motorized Rolldown 109+lz z 101'"A y p (Lanai) 2. SC'Motorized Rolldown 185 x 101+h o (Lanai) ogw�@ U .'aJ N O v O 1100. y FSG 2 Lanai we c Lanai L n i 0 � d. p co m 0 C Ol1LL 00 G U Y 0 Frnt Door(no product) M L fAPYR16NT E-iE•iPEST.COM ALE: NOT TO SCALE DATE: Nov 01,2017 PAGE OESCR PTIDN: Site Plan PAGE: OF 1 1 . 1/2 PVC Disconnect Switches Roll up sun shades Notes 4810 Georgia Avenue West Palm Beach, FL 33405 STRIC Inu1.) Install power for electric sun shadesp(5 ) 965-2 23 f 561) 965-2330 2.) Install disconnect switch for sun shades ' 3.) Sun shades 120volt 3amp Drawn by: P rc r mon 7/6104 4.) Two shades total----- - - Date: 10/31/2017 - 5.) Job Name: Mike McDonald Job Address: 3909 Shore Side Dr Ft. Pierce FL 34949 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... — �Mi . SCIS Home Log In User Registration ! Hot Topics ! Submit Surcharge ' Stats&Facts i Publications i FBC Staff I BCIS Site Map Unks Search 11 a a Product Approval FloridUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11291-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewlld 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 Shutters Subcategory Fabric Storm Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo Evaluation Report Florida License PE-46549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Troy Bishop,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R6 COI Indeo pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2010 ASTM D2843 2010 ASTM D635 2010 ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM G155 2010 TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 1994 L of 2 1/27/2017 11:28 AM Florida Building Code Online https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDq... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F 11291116 Eauiv Equiv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/17/2016 Date Validated 06/23/2016 Date Pending FBC Approval 06/24/2016 Date Approved 08/17/2016 Summary of Products FL# Model,Number or Name Description 11291.1 Storm Catcher Wind Abatement System Limits of Use Installation Instructions Approved for use in HVHZ:No FL11291 R6 II Dwa .Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo 46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for additional limitations.Not FL11291 R6 AE Eva[ .Ddf for use in Wind Zone 4 or on Essential Facilities. Created by Independent Third Party:Yes 11291.2 Storm Catcher Wind Abatement System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11291 R6 II DwgpdF Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo 46549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+,130/-130 Evaluation Reports Other:See Installation Instructions for additional limitations. FL11291 R6 AE Evalpdf Created by Independent Third Party:Yes Back Next 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.::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 mall.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: W4 W EM Credit Card Safe i of 2 1/27/2017 11:28 AM I ENGINEERING EXPRESS° October 11,2016 Storm Smart Industries, Inc. 6182 Idlewild Street Fort Myers,FL 33966 Regarding: Storm Catcher Wind Abatement Systems under approval numbers, FLl 1291.1-R6 for Non-HVHZ and FL11291.2-R6 for HVHZ Attention: Building Department Official The intent of this letter is to clarify the titles for(2)details referenced as details 1/6 and 2/6 which are located on sheet 6 on the above-referenced product evaluations performed by this office. These (2) details have a generic title of"Roll-Up Solar/Bug Screen". These detail titles are not intended to limit the use of these products and still qualify the products as large missile impact rated products as stipulated in the product evaluation as well as the approval provided by the State of Florida for use of the products. Please accept,this letter as clarification that the `Roll-Up' versions of these products, FL11291.1-R6 Non-HVHZ and FLI1291.2-R6 HVHZ, are approved hurricane wind abatement systems and not solely as solar/bug screens. Except as expressly provided herein, no additional certifications or affirmations are intended. All installed work shall follow the approvals listed above as well as the minimum requirements of the Florida Building Code Fifth Edition (2014).. These approvals can be found using the numbers listed above under the Florida Product Approval listings above at FloridaBuilding.org. Thank you for your attention to this matter. Respectfully, Jeffrey C.Friant,P.E. ENGINEERING EXPRESS PE#60974 I Cert.Auth. 9885 (FL) 15-2975 160 SW 12 T AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VWR0.1E ala 975 STORUWaIER WWDA TEIIW VWEN R11701R1 MVN,I ZAA-IE M FORDEMP FCATMD= Iv` c STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES B@NARDD,P.E 7 1 SIMM FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE 1. ACCORDANCETHE SYSTEM WITH FLORIDABEDHERBOLDINGIN HAS CODEN E ANDT6TEDIN ACCORDANCE WITH FLDlDA BUILDING CODE FIFTH EDITION(2019)AND 2 ; INTERNATIONAL BUILDING CODE,FOR USE OUTSIDE THE HIGH VELOCITY: 7 HURRICANE ZONE PER ASTM E330,E1996,AND E1886 TESTING STANDARQ3. _ 2. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALIA hjN L. 'p,E f STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY REPORT SM FOF RTED FOR THE SAME PRODUCT APPROVAL REFER TO TABLES 3. 110 33-1/3Na INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE jS1� ATE OF. THIS SYSTEM-WIND LO AD DURATION FACTOR Cd-1.6 HAS BEEN USED FORS .0 STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN FOR ALLOWABLE WOOD ANCHOR DESIGN. ..Is••, �'% j 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH6Gryvy''•aa��-' vLT-VISUALUGITFTRANSMrrTANCE 021 0.28 017 0.14 0.09 DESIGN PRESSURES SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACOORDANCy'LrSP •! WITH THE GOVERNING CODE THAN PRESSURE REQUIREMENTS SHALL BE LE55 IM-ULTRAVIOLET UGHTTRAMSMNTANCE 0.12 0.14 0.12 0.06 0.07 EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES 707II T ,n m SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 030 016 0.18 0.09 LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ftp o�Wi to}g VLR-VISUAL UGHT REFLECTANCE 007 05HJ 3 0.26 0.44 0.22 S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURESN EUI, w _ SSR-SOLARSPECTRUM REFLECTANCE 0.04 OA6 0.19 0A2 0.17 EVALUATION BASED ON: DIVIDED BY A 1.5 SAFETY FACTOR. W O S ( 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE Z� �0>U•. �� I SHGC-SOLAR HEATGAIN COEFFICIENT 0.17 015 0.17 0.17 0.14 FENESTRATION TESTING LABORATORY,INC INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE fft�1(T Q7 CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED u(TQQ *a Ip' Z O $NGC REDUCTION 78% 67% 7696 78% 62% LAB.No. 15.5 LAB.No. 4749 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION Z!� 8N -5 PROTECT No. 15.5893 REPORT No. O7 Liu o: G TS SHGC PROPERTIES TESFEDTO:NFRC 201-2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMEFRY FILE No. 05-422 WITH THIS DOCUMENT. (JJ O,iJ aw HOT BOX METHODS AND UTILWNGCIEAR,INSULATED GLASS. LAB.No. 8440 7. THIS PRODUCT IS CLASSIFIED ASNON•POROUS,HAVING APOR04ttOFLESS O W S I PROJECT No. 1S-5892 LAB.No. 4750 THAN 10%. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION 3 LL G OPTICAL PROPERTIES TESTED TO: IAB.No. 7561 REPORT No. 04 DOCUMENT,SCREEN PANELS MUST COMPLETELY COVER AN OPENING 1N ALL ASTM E 972/ASTM E 1G84/ASHRAE 74/NFRC 202 PROJECT No. 13-4387 FILE No. 05.422 DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. O W v1 FILE No. 13.890 LAB.No. 4633 B. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO Rop I TESTING BY:ARCHITECTURAL TESTING,INC,FRESNO,CA LAB.No. 6025 REPORT No. 01 OT WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY HERS)SHALL BE ~ j QQ PROJECT No. 09-1664 FILE No. OS-822 ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. m WHAT IS SHGC7 9. MAXIMUM PANEL SPAN: V FILE No. D9-665 IAB.No. 4634 ASIMPLEWAYTO EXPLAINSHGCLS IN TERMS OFA RATIO;WHERE I6 THE MAXIMUM AMOUNTOF SOLAR HEAT REeoRT na 02 9.1. 26'•0"FOR DESIGN PRESSURES UPTO*60 PSF i IAB.No. 5451 9.2. 16'•D"FOR DESIGN PRESSURES UP TO 1130 PSF Z GAIN THAT CAN COMETFIROUGH A WINDOW AND 015 THE LEASTAMOUNT.AN SHGC OF 0.25 THEN MEANS THAT FILE No. 05.422 F••4 i 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THEWINDOW. REPORT No. 02 9.3. FOR GROMMET SCREENS:IT-0-FOR DESIGN PRESSURES UP TO±100 PSF N FILE No. 07-508 LAB.No. 10.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2 B 9.3 ABOVE. WHAT LSVLT7 11.PANLS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER IPI PROJECT No. 7590 13-8387 VLTMEASURES HOW MUCH LIGHT COMES THROUGH APRODUCT.VLTIS EXPRESSED ASA NUMBER BETWEEN FILE No. 13.890 PANEEL CONTAINING THE FOLLOWING MINIMUM INFORMATION: LL! Oz j AND I.THE HIGHER THE VT NUMBER,THE HIGHERTHE POTENTIALFOR DAYUGHTING. STORM SMART INDUSTRIES 6182 IDLEWILD STREET,FORT MYERS,FL 33966 Z FL PRODUCT APPROVAL NO.FL1 1291.] D�E 12. HURRICANE ABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS STRUCTURAL HEMS APPROVED EDGES APPLICAB . �j LEo 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR STRAP,LOOP,BUCKLE STRAP AFFIRMATIONS ARE INTENDED. 1.500" 1.500• PANEL LASER CUT EDGE PANEL 9-4 o NYLON CORDING HURRICANE BARRIER NYLON LOFT TAPE STITCHING SPAN DIRECTION EDGE NO HEM POLYPROPYLENE MONOFILAMENT WOVEN INTO ¢ z ¢ 3Y2•LOOP HEM Y PANEL HELI BASKET WEAVE DESIGN: FABRIC �g I.D./3 GROMMLT BI-FOLD WELD pANEI BEIGE/BLACK(BROWN),BEIGE/WHTTE(BONE), (J] 1.250" 1.250' PANEL r BLACK,BIACK(WHITE(GRAY),WHITE,BEIGE L 0.250• 4L 0.375• SPAN DIRECTION HEN: HEAT WELD TYPICAL ROLL STITCHING 2'PANEL HEM MECHANICAL PROPERTIES TESTMETHOD UNIT VALUE Q 1.500• 1.500- STRAP,LOOP, `FABRIC PANEL 314'STRAP HEM BUCKLE/STRAP OR BI-TOAD WELD PANEL 1 MD / f LUFT TAPE �{� GMB TENSILE STRENGTH ASTM D4632 LBSS00 1 550 EA STITCHING / BI-FOLD W/DOUBLE STITCHING TRAPEZOID TR STRENGTH ASTM D4533 LBS ' 200 , 250 p�! pprry 3EMULLEN BURST ASTM D37W PSI 750 B S S 1- ` ETCHING-DETAILS PUNCTURE STRENGTH ASTM D4833 LBS 200 OR FAIR-FLOW 22Y r � SPAN DIRECTION--SCALE:N.T.S. AIR FLOW ASTM D737 CFM 175 ' PERCEM OPEN AREA' COE-02215 % 5 E 12 BUCKLE HEM 114 STRAP HEM A MINIMUM OF 3 ROWS OF STITCHING IS REWIRED FOR SPAN %STRENGTH `r! STRAP DIRECTION EDGES. UV RESISTANCE(QUV) ASTM G154 70 RETAINED (zi 'Percent Open Area is B MARV. c W B DISTANCE BETWEEN ROWS OF35�@ PANEL 2•BI-FOLD STICHING MAY VARY.STITCH PATTERNS PHYSICAL PROPERTIES JEST METHOD UNIT TYPICAL VALUE � g STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR� DISPLAY REQUIRED AMOUNT OF STITCH WEIGHT ASTM 05261 OZAV 9.7 G@ r (3)ROWS STITCHING MIN.k BOX STITCH 0 EACH HEM ROWS SHOWN,MINIMUM. (r _THICKNESS ASTM 05199 MIL 21 - _ _ oorrwcnrrxcRheTARn4 SIML4^ CONSTRUCTION EPI/PPI 60 z 63 STRAP SPECIFICATIONS: BUCKLE SPECIFICATIONS: FIBERCON7TNT 100%PP 15-29 75 STJLLlt N.Tx.JL PATTHIN:X100.1000 PATTERN:SPIKE TEETH GRIP SEWING: ;+ WIDTH/DIAMETER: 1.875•+/-0.063• WDTH/DIAMETERR: 25'+/-0.10" T138 POLYESTER THREAD(FOR ALL SPANS +/-130PSF) THICKNESS 0.050•+/-0.010• THICKNESS:0.050•+/-0.010• 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'B+/-13OPSF) -AVERAGE BREAK STRENGTH: 6000 LBS ----- MATERIAL•ACETAL GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. - MATERIAL- �- POLYESTER i TABLE 1 N RESULTANT LOAD ON STRUCTURE FROM PRESSURIZED SCREEN SYSTEM *; ertuupDO�e�! Tx=PARALLEL LOADS(PLF) y: I F rte; SPAN DESIGN PRESSURE 30 PSF 35 PSF 40 PSF 45 PSF 50 PSF 1 55 PSF 60 PSF 65 PSF 70 PSF { 75 PSF 80 PSF 65 PSF 90 PSF 95 PSF 100 PSF 105 PSF 110 PSF 115 PSF 120 PSF 125 PSF 130 3'-0" 257.2 285.0 311.6 337.0 361.5 1 385.3 408.3 430.6 452.5 473.8 494.6 515.0 535.0 554.6 573.9 592.9 611.6 630.0 648.1 666.0 683.6", 3'-6" 265.0 315.9 345.3 373.5 400.7 427.0 452.5 477.3 501.4 625.0 548.1 570.7 592.9 614.6 636.0 657.1 677,8 698.1 718.2 738.0 757.6 (j J 4'-0" 311.6 345.3 377.4 408.3 438.0 466.7 494.6 521.7 548.1 573.9 599.1 6239 648.1 671.9 6952 7182 740.9 763.1 785.1 806.8 828.1 LLJItfN a y 4'-6" 337.0 373.5 408.3 441.6 473.8 504.8 535.0 564.3 592.9 { 620.8 648.1 674.8 701.0 726.6 1 752.0 776.9 801.4825.5 849.2 872.7 895.8 'Z" Dui U T.O. 361.5 400.7 438.0 473.8 5082 641.6 573.9 605.4 636.0 666.0 695.2 723.9 752.0 779.6 806.8 833A 859.7 885.5 911.0 936.2 961.0 �Q �Q�4�� a 5'-6" 385.3 427.0 466.7 504.8 541.6 677.1 611.6 645.1 677.8 709.7 740.9 771.4 801A 830.8 859.7 888.1 916.1 943.6 970.8 997.6 1024.0 Z N- 61-0" 6'-0" 408.3 452.5 494.6 535.0 573.9 611.6 648.1 683.6 7162 752.0 785.1 817.5 849.2 880.4 911.0 941.1 970.8 1000.0 1028.8 { 1057.2 10652 !LI 9 ul Z j 61-6" 430.6 477.3 521.7 564.3 605A 645,1 683.6 721.1 757.6 793.3 828.1 862.3 895.8 928.7 961.0 992.7 1024.0 1054.8 1085.2 1115.1 1144.6 3�`�1; T.O. 452.5 601A 548.1 592.9 636.0 677.8 718.2 757.6 796.0 833.4 870,1 906.0 941.1 975.7 1009.6 1043.0 1075.9 1108.2 1140.1 1171.6 1202.6 N W 6 1 7'-6" 473.8 525.0 573.9 620.8 666.0 709.7 752,0 793.3 833.4 872.7 911.0 948.6 985.4 1021.6 1057.2 1092.1 1126.5 1160.4 1193.8 I 1226.7 12592 OW 8'-0" 494.6 548.1 599.1 648.1 695.2 - 740.9 785.1 828.1 870.1 911.0 951.1 990.3 1028.8 1066.5 1103.6 1140.1 1176.0 1211A 1246.3 ; 1280.7 1314.6 J 8'-6" 515.0 570.7 623.9 674.8 723.9 771.4 817.5 862.3 906.0 948.6 990.3 10312 10712 1110.5 1149.2 1187.1 1224.5 1261.4 1297.7 '. 1333.5 1368.8 U y( 9'-0" 535.0 592.9 648.1 701.0 7520 801.4 849.2 1 895.8 941.1 1 985.4 1028.8 1071.2 1112.8 _1153.7 1193,8 1233.3 1272.1 1310A 1348.1 !. 1385.3 1422.0 91-8" 554.6 614.6 671.9 726.8 779.6 830.8 880.4 L 928,7 975.7 1 1021.6 1066b 1110.5 1153.7 1196.0 1237.6 1278.5 1 1318.8 1358.5 1397.6 I 1438.1 14742 H 10'-0" 573.9 636.0 695.2 752.0 806.8 859,7 911.0 96.0 1009.6 1057.2 1103.6 11492 1193.8 1237.6 1280.7 1323.0 1364.7 1405.7 1446.2 1486.1 1525.4 N t 10'-6" 592.9 657.1 718.2 776.9 833A 888.1 941.1 992.7 1043.0 1092.1 1140.1 1187.1 1233.3 1278.5 1323.0 1366.7 1409.8 1452.2 1494.0 1 1535.2 1575.9 W I 11'-0" 811.6 677.8 740.9 801.4 8593 916.1 970.8 1024.0 1075.9 1126.5 1176.0 1224.5 1272.1 1318.8 1384.7 1409.6 1454.2 1497.8 1541.0 i 1583.8 16265 5-4 7d ' 11=6" e 630.0 698.1 763.1 825.6 885.5 943.6 1000.0 1054.8 11082 1160.4 1211.4 1261.4 1310.4 1358.5 1405.7 14522 1497.9 1543.0 1587.4 1631.2 1674.4 12'-0" 648.1 7182 785.1 8492 911.0 { 970.8 1028.8 10852 1140.1 1193.8 1246.3 1297.7 1348.1 1397.6 1446.2 1494.0 1541.0 1587.4 1633.1 1678.1 1722.6 rnW 12'-6" 666.0 738.0 806.8 1 872.7 936.2 1 997.6 10572 1115.1 1171.6 1226,7 { 1280.7 1333.5 1385.3 1436.1 1486A 15352 1583.6 1631.2 1678.1 1724.4 1770.1 n 13'-0" 683.6 757.6 828.1 895.8 961.0 1024.0 10852 1 1144.6 1202.6 1 1259.2 1 1314.6 1 1368.6 1422.0 14742 1525A 1575.9 1625.5 1674.4 1722.6 1770.1 1817.0 13'-6'• 701.0 776.9 849.2 918.6 985.4 1050.1 1112.8 1173.8 1233.3 I 1291.3 1348.1 1403.7 1458.2 1511.7 1584.3 1616.0 1666.9 1717.1 1766.5 18152 1863.3 H G I 14'-0" 718.2 796.0 670.1 941.1 1 1009.6 1075.9 1140.1 1202.6 1263.5 j 1323.0 1381.2 1438.1 1494.0 1548.8 1602.7 1655.7 1707.8 1759.2 1609.8 1659.8 1909.0 p N 14'-6" 735.2 814.8 890.7 963.4 1033.5 1101.3 1167.1 1231.1 1293.4 1354.3 1413.9 14722 1529.3 1585,5 1640.6 1694.9 17482 1800.6 1852.7 1 19M.8 19542 m _15'-0" 752.0 833A 911.0 985.4 10572 1126.5 119 12592 ------71385.3 1448.2 1505.6 1584.3 1621.7 1678.1 1733.6 17882 1842.0 1695.0 '1947.3 1998.9 Q � i 15'-6" 768.7 _ 851.9 931.2 1007.2 1080.5 1151,4 12202 1287.0 1352.2 1415.9 1 1478.1 1539.1 1598.9 1657.8 17152 1771.9 _1627.7 7882.7 1938.9 1990.3 2043.1 -4, 16'-V 785.1 870.1 951.1 1028.8 1103.6 1176.0 1246.3 1314.6 13812 1446.2 1509.8 1572.0 1633.1 1693.0 1751.9 1809.8 1865.8 1923.0 1 1978,3 j 2032,9 2088.8 { 161-6'• 801.8 888.5 971.3 1 1050.6 1127.1 1201.0 1272,7 {j 17'-0" 818.4 907.0 991A 1072A 1150.5 1225.9 12992 1 $ 17'-6" 834.8 925.2 1011.3 1094.0 1173.6 1250.5 13252 Q 18'-0" 851.0 9432 1031.0 11152 1196.3 1274.8 1351.0 N G { 181-8" 887.0 960.9 1050.3 1136.1 1218.8 1298.8 1376.3 191-0" 882.8 978.3 1069.4 1156.8 1241.0 1322,4 1401.3 i 19'-6" 898.3 995.6 1088.2 1177.1 1262.8 1345.6 1426.0 a ' f 3 20'•0" 913.6 1012.5 1106.8 _1197.2 1264.3 1369.6 1450.3 Ty=PERPENDICULAR LOADS 20•-6" 928.7 _1029.3 1125.1 1217.0 1305.5 1391.2 1474.3 (EITHER DIRECTION) T=SCREEN TENSION 21-0" 943.6 1045.7 1143.1 1236.5 1326.4 1413.5 1497.9 �O S+ s 21'-6" 958.2 1061.9 1160.8 1255.8 i347.o 1436.4 1521.1 Tx=PARALLEL LOADSYe f 22'-0" 972.6 1077.9 1178.3 1274.6 1367.3 1457.0 1544.0 I _ 22'-6" 986.8 1093.6 1195,4 1293.1 _ 1387.2 1478.2 1666.6 E' 23•-0" 1000.7 1109.1 1212.3 1311.3 1406.8 1499.0 1588.6 23•-6•' 1014.4 11242 1228.9 1329.3 14260 1519.6 1610.3 LOADS ON EXISTING STRUCTURE NOTE SIDE RAIL SECTION SHOWN,SLIDE TRACK, GROMMET,AND za•-0" 1027.9 1139.1 12452 1346.9 X444.9 1539.7 1631.7 SIDE,SLIDE,GROMMET,&STRAP INSTALIAl20NS STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE ire . . . . 24'-6" 1041.1 1153.7 1261.2 13642 1463.5 1559.5 1652.6 momaxr m Eaves" _25'-0" 1054.0 1168.1 1276.8 1381.1 1 1481.6 1578.8 1673.1 15-2975 25'•6" 1066.7 1182.1 1292.2 1397.8 1499.5 1597.8 1693.3 26'-0" 1078.3 1195.0 1308.3 1413.0 1515,8 1815.2 1711.7 3 TABLE 2 RESULTANT LOAD ON STRUCTURE FROM PRESSURIZED SCREEN SYSTEM s1 HO p Ty=PERPENDICULAR LOADS(PLF) _y _- DESIGN PRESSURE SPAN 30 PSF 35 PSF 40 PSF 45 PSF 50 PSF 55 PSF 60 PSF 65 PSF 70 PSF 75 PSF 80 PSP 85 PSF 80 PSF 95 PSF 100 PSF 105 PSF 110 PSF 115 PSF 120 PSF 125 PSF130 ii1`•'•`0 3'-0" 45.0 525 60.0 67.5 75.0 82.5 90.0 97.6 105.0 112.5 120.0 127.6 135.0 1426 150.0 157.5 165.0 172.5 180.0 187.5 }�195. mi 3'•6" 52.5 61.3 70.0 78.8 87.5 96.3 105.0 1 113.8 122.5 131.3 140.0 148.8 157.5 166.3 175.0 183.8 192,5 201.3 210.0 218.8 227.6 4'-0" 60.0 70.0 80.0 90.0 100.0 110.0 120.0 F 130.0 140.0 150.0 160.0 170.0 180.0 190.0 260.0 210.0 220.0 230.0 240.0 250.0 260.0W(Q 25 J 4'.6" 67.5 78.8 90.0 1 101.3 112.5 123.8 135.0 146.3 157.5 168.8 180.0 1813 202.5 213.8 225.0 236.3 247.5 258.8 270.0 281.3 292.5 z W o lsV_ -0 a 6' " 75.0 87.5 100.0 ; 112.5 126.0 137.5 150.0 162.5 175.0 187.5 200.0 2125 225.0 237.5 250.0 2625 275.0 287.5 300.0 3125 325.0_ -� 5'-6" 82.5 96.3 110.0 123.8 137.5 151.3 165.0 178.8 192.5 206.3 220.0 233.8 247.5 261.3 275.0 288.8 302.5 316.3 330.0 343.8 357.5 135.0 150.0 165.0 160.0 195.0 210.0 225.0 240.0 265.0 270.0 285.0 300.0 315.0 330.0 345.0 360.0 375.0 Z 6'-0" 90.0 5.0 120.0 Q pN 9 10 _ _ 390.D W o' I 6'-0"_ 97.5 113,6 130.0 146.3 162.5 178.8 195.0 _ 211.3 227.5 243.8 260.0 _ 276.3 292.5 308.8 325.0 341.3 357.5 373.8 390.0 406.3 422.5 �3arL z -T-0" 105.0_ _122.5 140.0 157.5 175.0 192.5 210.0 227.5 245.0 2625 280.0 297.5 315.0 332.5 350.0 367.5 385.0 _402.5_ 420.0 437 5 455.0 y W d w i 7'-6" 112.5 131.3 150.0 168.8 187.5 206.3 _225.0 _243.8 2625 281.3 300.0 318.8 337.5 356.3 375.0 383.8 412.5 431.3 y450,0 468.8 487.5 0W W.O. 0" _ 120.0_ 140.0 160.0 180.0 200.0 220.0 240.0 260.0 280.0 300.0 _ 320.0 340.0 360.0 380.0 400.0 420.0 440.0 ' 460.0 460.0 500.0 520.0 .�•�O li 8'-6" 127.5 148.8 170.0 j 1913 212.5 233.8 255.0 276.3 297.5 318.8 340.0361.3 382.5 403.8 425.0 446.3 467.5 1-488.8. 510.0 _531.3 552.5 3 9'-0" 135.0 157.5 180.0 262.5 225.0 247.5 270.0 292.5 315.0 337.6 360.0 _382.5 _405.0 427.5 450.0 472.5 495.0_j 517.5 540.0 562.5 585.0 9'-0^ 142.5 166.3 190.0 213.8 237.5 261.3 285.0 308.8 332.5 356.3 380.0 _ 403.8 427.5 451.3 475.0 498.8 622.5 i 546.3 570.0 583.8 617.5 M 10'-0" 150.0 175.0 200.0 1 225.0 1 250.0 275.0 300.0 325.0 1 350.0 375.0 400.0 1 425.0 1 450.0 475.0 500.0 525.0 550.0 ! 575.0 600.0 625.0 650.0 ^� 10'-6" 157.5 183.8 210.0 236.3 262.5 288.8 315.0 341.3 367.6 393.8 420.0 446.3 472.5 498.6 525.0_ 551.3 5775 603.8 630.0 656.3 682.5 En ?s 4 11'-0" 165.0 192.5 220.0 247.5 275.0 302.5 330.0 357.5 385.0 412.5 440.0 467.5 495.0 522.5 550.0 577.5 605.0 I 632.5 660.0 687.5 715.6 Lu o 11'-6" 172.5 201.3 230.0 258.8 287.5 316.3 345.0 373.8 402.5 431.3 460.0 488.8 517.5 546.3 575.0 603.8 632.5 661.3 690.0 718.8 747.5 OC z g 12'-0" 180.0 210.0 240.0 270.0 300.0 330.0 360.0 390.0 420.0 450.0 480.0 510.0 640.0 570.0 600.0 630.0 660.0 690.0 720.0 760.0 780.0 12'-6" 187.5 218.8 250.0 281.3 3125 343.8 375.0 406.3 437.5 488.8 500.0 531.3 662.5 593.8 825.0 656.3 687.5 718.8 750.0 781.3 812.5 13'-0" 195.0 227.5 260D 292.5 325.0 357.5 390.0 4225 455.0 487.5 520.0 552.5 585.0 617.5 650.0 682.5 715.0 747.5 780.0 812.5 845.0 13'-6" 2025 1 236.3 270.0 303.8 337.5 371.3 405.0 438.8 4725 506.3 540.0 573.8 607.5 641.3 1 675.0 708.8 742.5 776.3 810.0 843.8 877.5 14'-0" 210.0 245.0 28D.0 316.0 350.0 365.0 420.0 455.0 490.0 525.0 560.0 595.0 830.0 665.0 700.0 735.0 770.0 805.0 840.0 875.0 910.0 ~ 0 :. 14'-6" 217.5 253.8 290.0 326.3 3625 398.8 435.0 471.3 507.5 543,5 580.0 616.3 6525 688.8 725.0 761.3 797.5 833.8 870.0 906.3 9425 Q LLo t 15'-0" 225.0 262.5 300.0 337.5 375.0 412.5 4 487.5 526.0 582.5 600.0 837.5 875.0 7125 750.0 T87.5 825.0 882.6 900.0 937.5 975.0 t 15'-6^ 2325 271.3 310.0 348.8 387.5 426.3 465.0 503.8 542.5 581.3 620.0 658.8 697.5 736.3 775.0 813.8 852.5 891.3 930.0 988.8 1007.5 e ^q 16'-0" 240.0 280.0 320.0 360.0 400.0 440.0 480.0 620.0 560.0 600.0 640.0 680.0 720.0 760.0 800.0 840.0 880.0 920.0 960.0 1000.0 1040.0 (f) { 16'-6" 247.5 288.8 330.0 371.3 4125 453.8 495.0 _ 17'-0" 255.0 297.5 340.0 382.5 425.0 467.5 510.0 � s 17'-6" 262.5 306.3 350.0 393.8 1 437,5 481.3 525.0 O 181-0^ 270.0 315.0 360.0 405.0 450.0 495.0 540.0 18'-8^ 277.5 323.8 370.0 416.3 462.5 508.8 . 555.0 19'-0" 285.0 332.5 360.0 427.5 475.0 522.5 570.0 18'-6" 2925 341.3 390.0 ; 438.8 487.5 536.3 585.0 s 2a-0" 300.6 350.0 400.0 I 450.6 600.0 550.0 600.0 Ty=PERPENDICULAR LOADS 20•-V 307.5 -358.8 410.6 461.3 5125 563.8 615.0- (EITHEREEk�� T=SCREEN TENSION S g 21'-0"_ 316.0 367.5 420.0 472.5 625.0 577.6 630.0 n gggR #(( 21'-6" 322.5 376.3 430.0 483.8 637.5 591.3 645.0 7x=PARALLEL LOADS B 22-0" 330.0 385,0 440.0 495.0 550.0 605,0 660.0 2Y-0" 337.5 393.8 1 460.0 T 508.3_ 562.5 618.8 675.0 •�¢ 23'-0^ 345.0 402.5 460.0 517.5 575.0 632.5 690.0 23•-6^ 352.5 --411-3--7, 470.0 528.8 . 587.5 646.3 T05.D LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN, SLIDE TRACK,GROMMET,AND . 24-0^ 360.0 420.0 480.0 640.0 600.0 660.0 720.0 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS STRAP SCREEN LOADS APPLIED ALONG ANCHOR UNE 24'-0" 367.5 428.8 1 490.0 551.3 612.5 673.8 735.0 25'-0" 375.0 437.5 500.0 562.5 625.0 687.5 750.0 15-2975 25'-6" 3825 446.3 510.0 673.8 637.5 701.3 765.0 sort; µTs, 26'-0" 390.0 455.0 520,0 585.0 660.0 715.0 780.0 h �J f i NmmTABLE 3aMINIMUM SEPARATION FROM GLA7JNG VALUES i ESSENTIAL FACILITIES AND ZONE 4 ONLY S `S OF Fabric Span LOAD+PS 30 35 1 40 1 45 50 55 60 65 70 75 80 85 90 95 700 105 110 115 ! 120 125 11%- 2.3r = i °8f SOO ft _ 230' 2.37' i 2.43' 2.49' 2.54' 259" 264" 268" 2.72' 276" z8o' 284° 2.87" 291' 2.94" 2.97" 3.00' _ 3.03" I 3.08' 309' 3.12 �i 3.50 fl 260" 268' 276" 2.63' 2.88' 2.95' 3.01" 308" 3.12' 3.17' 321" 3.26° 3.30" 3.34' 3.38" 3.42' ! 3.46' 3.50' 3.53' 3.ST 3.60' 'c' 4.00 fl 2.91" _3.01' I 3.70" 3.18' 3.26' 3.33° ' 3.40" 3.48 3.53" 3.59" 3.84" _3.70" 3.75" 3.80" _ 3,65" 3.89' 3.94" _ 3.98" 4.03° 4.OT 4.71" W N 1!i LL^8 s 450 h- --3.23• 3.35 i 3.46' _ _3.55' - _ 3.64' 3.73' 3$1" 3.89• 3.96" i 4.03" 4.09` 4.16• 4.22" 428" 4.33" ! 4.39" ! 4.44° 4.49' 4.54' 4.59" 4.84" Z 0 U � f 5.00 ft 3.57• 3.70" I 3.83' 3.94' 4.04" 4.14' I 423" 4.32' 4.40' 1 4.48" 4.56" 4.63" 4.7D" 4.77' 4.83" 4.90• 1 4.96" 5.02" 5.07' I 5.13' 5.19' 9<9 5.50 ft 3.91' 4.OT 421" � 4.34' 4.46• 4.57' Car 4.77" 4.8r 4.98" 5.04' 5.12° 520' 5.28' 5.35" � 5.43' 5.49° 5.56" 5.63° I 5.69' 5.75' Z a 2t m �'tit 6.00EP4.27r 4.45" 4.60" 4.75• 4.88• 5.01" 5.12" 5.24• 5.34" 5.44° 5.54" 5.ar 5.72" 5.81" 5.89" 5.97 B.OS 6.12" 620` i 6.28 8.34' L.^ 83 2 Lu 6.5011 4,83" I 5.01' sAr 5.32" 5.46" 5.58" 5.71• _ 5.83" 5.94" 6.05" 6.15' 6.25• 6.35" 6.44" 6.53• 6.62' 6.70' 6.78' 6.86' 8.94"7.00 fl 523" j 5.43' 5.60° 5.77" 5.92" 6.07" 8.20" 6.33" 6.46° 6.58" 6.69" 8.80" 6.90' 7.01' 7.10° i 7.20" 7.29' 7.38' { 7.47 7.55 N7.50ft 5.64' 5.85' 6.05' 6.23' 6.38" 6.55 6.70" 6.85" I 6.98" 7.17" 724" 7.36' 7.4r 7.56" I 7.69' 1 7.80" 7.90" 8.00' 1 8.09" 8.19' C w8.00 ft 6.08" 629' 6.50' 6.70' 6.88' 1 7.05 7.22- 7.3r i 7.52" 7.66" 7.60" 7.93' 8.05 8.18" i 929' 8.41' 8.52° 8.63' 1 8.73" 8.83" N G8.50 ft 6.48" 6.73° 6.96" 7.18" 7.38 756" _7.74• 7.91" j 8.OT 822" 8.38 8.51" 8.65' 8.78' 8.91' 9.03' 9.16' 928 9.38" 9.49' 9.00 ft 6.92" 7.19" 7.43" 7.66" 7.88' 8.08" 8.2r 8.46" 8.63° 8.79" 8.95" 9.11" 9.25' 9.40" I 8.63• 9.67' 9.80' 9.92" ` 10.04" 10.16" U n !f 9-50ft7.04' 7.36" 7.65" 7.82" 8.16' 8.39' B.61" 8.82' 9.01" 9.20" 9.38" 9.55 9.71" 9.ar 10.02- 10.1r 10.32"- 10.45" - 10.59" 10.72" 10.85" Z ,y t 10.00ft 7Ar 7.81- I 8.12" 8.40" 8.67' 8.92" 9.15" 9.3r 9.58" I 9.78° 9.9r 10.15 10.33" 10.50' 10_66" i 10.82" 10.98' 11.12" 1128 ( 71.41' 11.55' z `} 105011 7.90' a2r 1 -8.60' 8.90' 9.18' 9.45' 9.70" 9.93' 10.16' i 10.38 10.57' 10.77 10.86' 11.14' 11.31• I 11.48' I 11.65" -1 l.8D' 11.96" 12.11" 1225 11.00 k 8.35° 8.73' ! 9.08' 9.41' 9.71" 9.99' 10.25' 10.50• 10.74' 10.98 11.19" 11.39' _ 11.59' 11.79' 11.98' 1215° j 12.33" 12.50' 12.66° I 12.88 _ 12.98' W i 11.5oft 8.79' 9.20' 9.58' 9.92' 1024' 10.54" 10.82' 71.08• 11.34' 1 11.58" 11.81' 12.03" 12.24" 12.44' 12.6,r I 12.83" 1 13.02' 1320' 13.37' 13.54" 13.71' Z 13- o 1200E 8.25' 9.68" 10.08' 10.44" 10.78' 11.10" 17.39' 71.68 11.94" 1220' 12.44" 12.88 12.80' 13.71' 13.32- 13,52" _13.72" 13.91'_ 1409" 1 1427' _14.45" � � I 1290E 9.71" 10.18 10.59' 10.9r' 11.33' 11.66° 1L9r _1227' 1255' 12.82" 13.08" 13.33"_ 13.56"_ 13.79'_ 14.01" j 1422^ 74.43 14.63' 14.83" 15.02° 15.20- 13 5.20" N f 13.00 ft 10.78" 10.66" 11.70' 11.57" 11.88' 1223" 1258' 72.88' 13.17' 13.46" 13.73' 73.99" 1424' 14.48' 14,71" 1 14.93" 15.15" 15.36' 16.58 15.78 15.96• 13Mft _ 10.65 11.16' 11.62" 12.5 12.44" 12.81" 1316" 13,49" 13.80" 14,10" 14.38' 14.66" 14.92- 15.17' 15.42" 1 15.65" 15.88" 16.10" 18.32' 78.53" 16.73" =) _n -9 t 14.00 h 11.73' 11.88 1215' 12.60" 13.01' 73.40" 13.76' 14.11' 14.44' 14.75• 15.05" 15.34" 1 15.61' 15.68' 16.13• 18.38" 16.82- 16.86' --17.01r i 17.30' 17.52- 0 99 6 g 14.50 ft 11.62" 12.18" 12,68' _13.15• 13.59' 13.98" 14.38' 14.74" 15.08' 16.41• 15.72" _18.02" 16.31' 18.58' 18.86"�_17_12"_T 17.38 17.61' 17.65__ _18.08' 18.31"_ �zr 15.00 it 1211° 1269" 1322' 73.71" 14.18 14.59" 14.89' 15.38 15.73" 16.Or 16.40' 16.72" 17.02' 17.31' 17.59" I-17.86" 18.13° 78.38" 16.83" 18.87" 18.11' o u 15.5Dft 1260" 13.22" 13.78 1428" 14.76' 1520" 15.62' 16.01' 16.39' 18.75" 17.09' 1 17.42" 17.74' 18.04' 1833' 18.62- 18.89" 19.16' 19.42- j 19.67• 18.92- m S a 0 16.00 ft 13.11" 13.74" 14.32' 14.86" 15.35 --15.82" 16.25 16.66" 17.06' 1 17,43" 17.79" 1 18.13" 18.46" 18.78• 118.08" ! 18.38" 19.68 19.95' 202T I 20.48' 20.74" < �o 16.50E 13.66" 14.32" 14.93' 15.49" 18.01' 18.49• 78.95' 17.00 k 14.24" 14,94" 15.58 18.16" 16.70' 1721" -17.88" 17.50 h 14.64" 15.57, 1623' 16.84" 1 17.41' 17.94" 18.43° 18.ODft 15.45" 16.21" 16.90" 1756" 18.13• 18W, 19.20° t� ! 18.50 k 16.OT 16.86" 17.58" 1825 18.86' 19.44• 19.98' Q 1e.0oft 18.70' 17.53" 1 18.26" 1e.9r• 19.62• 2022• 20.78^ NOTE: INSTALLATIONS NOTE: INSTALLATIONS 19.50 ft 17.35• 18.21• 19.00° 19.7z' 20.38' 21.01" 21.60' OUTSIDE OF THE HVHZ OUTSIDE OF THE HVHZ i 20.00 ft 11.01- 18.91• 19.72' 2o.4r _ 21.17' 21.82" 22.43" THAT ARE NOT WIND ZONE THAT ARE NOT WIND ZONE 20.50k 18.69• 1e.6z" 20.67 2125" 21.07" 22.85 2328" GLAZING 4 OR ESSENTIAL FACILITIES 4 OR ESSENTIAL FACILITIES �� g 21.00 ft 19.38' 20.34" I 2123' 22.03" 22.79' 23.48" I 24.16" DO NOT REQUIRE DO NOT REQUIRE t 21.50 ft 20.08' 21.09" 2200" 22.84" 23.62' 24.35 25.04' � SEPARATION FROM GLAZING. SEPARATION FROM GLAZING. a 22.00 fl 20.80• 21.14° 2279' 23.66" 24.48 25.23" 2250 k 21.53" 22.62" 1 23.60' 25.34• 28.13" 26.67' 66 23.00 ft 2228• 23.41"-7 4.43' 25.36" 26.23• 27.05" 1 27.62" DEFLECTION MUST BE DEFLECTION MUST BE 23.50 ft 23.05• 24.21" 252r 2624" 2T.14" 27.99" 28.78" MEASURED AT PANEL S f 2,.00E 23.83' 25.04" 26.13" 27.14" 21.or 28.95" 29.77 MID-SPAN. SEE TABLE MEASURED AT PANEL 9k gR �.. S 24.50E 24.64' 25.88" 27.01' 28.06" 29.OY 29.93" 30.78' ABOVE FOR MINIMUM MID-SPAN. SEE TABLE 25.00E 25.46' 26.74" i 27.92- 28.99" 30.00• SD.s3" ; 31.17• SEPARATION FROM GLAZING. ABOVE FOR MINIMUM 25.SOfl 2629' 27.63' 28.84• 29.95 30.99" 31.96" 32.6r SEPARATION FROM GLAZING. , 26.00E 27.25' 28.64" 29.89" 31.05" 3213" 33.13" 34.08° SCREEN 15-2975 SCAM MTS DEFLECTION DIAGRAM DEFLECTION DIAGRAM 38 a' • L 99tNAR00,P•£ q•16 1LH 9 lit q I/e•0 utAL POP MLTs prP) GFAR PLATE OR P MARIAN ROOD 6+liL u01DR tuWY2T / � No. �rz6 ' '2 R I.040•AlUY. �}--54E RM.GUIDE �4-ft: • 9 •.0 i d —SDE RNLi�•�. t✓ J L5 2.0-Xll•ACE o 17 !r .-•• � c 16 AT 111'D't I LN - 1"3 CFM MR TCB"Y i/aY Mutt POP (nP) omR ALUMINUM BOX COVER S1YLE3 nr r((j u� + aLL ON CV' •FgWUPsaAfEN INSTutAIVU-SCALeRTS, O�S STEEL CR AUR!TORE 6(Mnm OR 70rm0 t7Lt�rli !VQ e i �. .. ._,.- �., COmm OR 7Omm C9� <+�+ u$ J BfAtlNC CCR SWOMAD OR ADAaPfA&EFEW /% Ey/ UP TO)OD IAS SCREEN WEIGNr WITH: wW o � 4 10»' SDE PLATE r tltltl�// o a (3)5/I6'TAPCDN DA U3 i ILE Q + JIM/4•MES city) (3)t/4'fit'SMS • TH III .I 9 TGR WX----w AtU1r7UY MFROM V" p t ROLL FM.040•RM SOE RX o ifOX314-MLS(m) M _ rt SCREEN $ o UP TO 20D LAS SCREEN WEIGHT NTTH: r�.4 NS OR --- 312"MAX.SPAN WIDTH WES�O Q o° ^ (4)1/4 O%1?SMS �O uj ROLL-UP SCREEN SINGLE PANEL-ELEVATION o TYPICALSINGtESP/W -0 UP TO 24•"1NSlALLATIOR-IMS. / a y �PtA41C 71GiX GU'# � b 1 UP TO 350 LBS SCREEN WEIGHT WITH: ROLL UP COMPONENTS AND END CAP ASSEMBLY DETAIL n 9 Y d '6 ROLL-UP SCREEN INSTALLATION-N,TS. (4j 5/164 TAPCONS 0R ) (B)1/4'0x1'SUS ~m�� a g - - 1 - - � - t, MOUNTING BRACKET3tiAPES � ,�-`Y i'.• ,. � • fl04.-UP SCREEN IN9TALlA110lIS-N.TS. E - - �.• - t i.� •+ ALUiL NUILYIR �7AO-Ri 0R BtALO-QUF EAI50NG STRUCTURE �-? 4 i 1-3 0 pp I - { I 3- �+ Q v a •.# SEE BRACIE FASTEtffR SCHEDULE 3H0S 5£E 8R4CKET FASTENER�REDULE THS ,- i ,' i SHEET FOR FASTENER SIZE AND QUANTITY SHEET FOR FASTENER SIZE AND QUANTITY • r y it. t--s _...--- - ---- ---- ---- - __ _ _ 1. _ ——— b 312-MAX.SPAN WIDTH -•-- NOUNM BRACKET uOUNRNG awKET MDUNRNG BRACKET (SEE DETAL THS SIM (SEE DETAIL THIS SHR (SEE DETAIL THUS SHOW 15-2975 ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION `uA!` N'T (I# APPROVED INTERMEDIATE MUULON REQUIRED POR IRSTAUATION-N.T.S. MOUNTING BRACKET INSTALLATION .38 ROLL-UP SCREEN-N.T.S- I y MTNL THE APPROPRIATE ANCHORS TD THE GNfN ``A4ILU11HAyAAM� 0046549 'P.E SUBSTRATE D 24.O.C.(IMP.). HIED Boll ANCHORS 2xzx1/W RSGl1 APPROPRIATE AAONGS 1/4•a'FRO;1") .��`,.BEI yA 'II -- 1+I ARE NOT REQUIRED FOR STRUCTURAL SUPPORT OF Nnxuous As NEEDED TO PRRW 5115 J•FROMNA ` SYSTEM AND HEREFORE CT HOT FOLLOW TOF AL TINUY ANGLE 9'TUBE BUILD-OUT HEADER PND 24.O ` .•••••••••••• '• \ A HOUSING FROM SMADHG. SEE SHEET 3 FOR TUBE OPTIONS ABRIC ATiACIED PER `.4 v\MIJAITACTUM' CENg�••, ANGOR TABLE StliED11E r „ ALNxPJf 111OU5 SPECFICATI0115.5 N0.46549 ` K L UNNIU 0,P.6 • �'•: STATE OF a 9 I SUITABLE SUBSTRATES - - i O��sO ,G`�alA� Lpy i I C 0 0 / S• Z INCLUDE� S ALTE, RETALL THE m 0� a A NAL A � m GROW FILLED BLOM LUMNU"MO WOOD. j/ APPROPRIATE ANCHORS �A4pL11YYN4 Q o� 92SIPATE PER IKE ... W uJ LL N LL cw ANCHOR EBFS L Z Uui V L �� E < PER a AERIC ATTACHED Q _ W I SPEC FLGADOTS.S I DIAMETER. SIZE VARIES ECH ROLL DY"EIEL ROLIDLG WrusNrcu N did' _ UOUMAY N50 BE HIDVE OR DR U"i W —I}— SUITABLE 511RSTRATF5 YOLMED DI EAVE OR SOFFri 1YYL d U 1INCLUDE C ROUT Flue BLOCK AIA WDW. .a p HOUSING„� c5 SRIF TRACK fA®E IDGTION Z N / \—HOUSING SZE VARIES WIN ROLL (n DIAMETER. ROLLING MECHANISM % W z MAY ALSO HE HUM OR SIDE TRIG( N WE ON SOFFR RLr1-0P FABRIC OR SREEN ELIDE LOCARONMOUNTED Z / 13'zY.1/9•ALUM.(EP / MWWR14TTE RAU,ATTACHED �TABE ROLL-UP SCREENVERIM 3•a(VAROHG DEPTH)BULD-OUT 1/4.1 SElf-TAPPING FASTENED PER ANCHOR SCHEDULE. OFFSET Z'11— Gs S SLIDE RAIL ATTACHED PER SYS(7)PER LEG(TVP BUILD-OUT ANCHOR LOCATIONS 3'70 APPROPRIATE ANCHOR TABLE. 0 TOP k BOTTOM ALLOW SDE RAL TO BE"DUNTED PER THE S v SUPAE SIMRATES / O PUBLISHED ANCHOR SCEDIIIE. Q °z .� NLT R COHRXkTF; / ® 5+ CRDUT FILLID BECK ROLL-UP SCREEN BOTTOM&R RI NLILMN AND%?IOD - e WITH OPTIONAL SEAL INSERT. En Po i STAEEH BOTTOM BAR � BOTTOM BAR SEAL RSIAll THE APPROPRIATE ANCHORS TD lfff I/B•TKK]C ALUM.ANGLE SILL i GNU SUBSTRATE PER TIE ANGOR TABLES (OPi1DN.LL) O Q 4 . •. CONCRETE SHOWN,ODER SUITABLE �'�A SILL� 1/4.0 SELF-TAPPNG GI f SUBSTRATES INCLUDE OROUT Fl $ BOC(ALUMINUM AND M. SHEET 7 FOR TUBE SYS 0 N•D.C.(IMP) o s OPIUM o @� e SIDE RAIL GUIDE PLASTIC ..BUILD-OUT OPTION 6 :�rnww. e ROLL-UP SOLA BUG SCREEN 2 ROLL-UP SOLA BUG SCREEN 12 In au serno+vm. O is sxcsR.lvas. H14 !i 3.250•--( 3.250' � .Iis 11 I °a°9•�1 �z.0000 O n g mmaeertaRswamc uw�^ oo.z3oD RPO 15-2975 o.-D TNe eurrny0 R� �' T I RBiUN®ONLT FOR a”.s. N.TS NWaNff ANS.fYS IIOIE YAA:PID WAIiAff ACQ4 CLOSED (� ROl11HG SYSTEMS.RIS WMIH 9WP N WON(WP) NOL SW N WO 0.]070 0.2690 �m orERRYEo srsYva. s� 00 DE RAIL WITH SNAP IN BLfrTONS • SIDE RAIL WITH SNAP IN COVER 5 BISDE TRACK B ROLL-UP BOTTOM BA0. 7 BOTTOM BAR TRACK GUIDE PLASTIC gfi s -- aea�nr® - _6 u _ smmv� fi sesa+mR fi u z¢»av¢sr 6 *a smmMvrzv - - O _ — i . `,`\\\\\11111111///A//A 00/65/8@1NIIRDO.P.E 9EAr 1/4-14 DRIL-FLEX(TYP) (SEE ANCHOR TABLES ON N0.46549 SHEETS 26 k 27 FOR SPACING) * * •1 T'.ITBLNARDO,P.E 5/8'.ACCESS HOLE(TYP) SLUABIE RZTF n9 NONBE (OFFSET FROM DRU.-FLEX)ODIUM 7p; STATE OF LAD04 ui�mAN�SfFR I D APPRDPFD UU MN 1��• O p 10';: SEE TABLES FOR APPROPRIATE SHEETS k 27 FORTABLESN N SEE TABS FOR HOR ANDRSPAGNG '''' NAII, ,�® W Ipm•1 I ANCHOR AND SPACING y APPROVED SIDE RAILS PER S E ANCHOR TABLES TE OPTIONS W �N U. tll OR APPROPRIATE Lu W DETAILS ON SHEET 6 AN RAND SPACING 2'Xq• 2 UIBllONS FORWL7PLE IMF Z¢ �W QVQ,L• 37(4' 3)3, - .. INSIAIATXBS SHALL HAVEOF Q Q W $ u 47X4' APPROVAL FOR TM TYPE DF .1 ° SHUTTER STS(EN W W ygry D I TURF OPTIONS , i 1/4`-19 DPoLL-FlD((lYP) WWW u„LU = { • 2x9• 47c2' (SEE TABLES ON w w 3'X9' 27;3' `�' SNEIIS 26 8 27 FOR SPACI IU w • ° ° 4`X4' 3)G' ti b Q AHCLE OPTIONS i1 I ` 3737t$' 5/8'0 ACCESS (n ^?r HOLE(TYP) SEE TABLES FOR APPROPRIATE W Z e + ` ANCHOR AND SPACING q MULLION MOUNT-SECTION g ROLL41P SWETI MSTAUAnON(OPTION 4)-TITS. re WALL MOU ON SEE TABLES FOR APPROPRwTE 3 BUILD-IN MOUNT-SECTION N 1 TYv7 AL1AnON(oP1ION 4)-N.T.& ANCHOR AND SPACING SIDE RAIL BaTAl1AT1oN(OPRON S)-RTS. Q Q N T Z OUT MOUNT-SECTION N BUILDD - SIDE WBL INSDU1AnON(OPOON 6)-N.Ta 1'TI2TI7/8'RETENTION ANGLE (FULL LENGTH OF SCREEN OPTIONAL) W 6 $ REMOVABLE FASTENER 7 REMOVABLE FASTENER 1'XENTION' REMOVABLE O • . RETENTION ANGLE , • FASTENER --- — a ` 1'XENTIONk1/8' ; rn RETENTION ANGLE v ` •, -XI-1/2-XI/8- RETENTION X1/8' i RETENTION ANGLE SIDE RANI FASTENER d ° ° T SIDE RAIL SIE RL SIDE Will li ! LE-DETAIL LE- N 11 S RETENTION ANGLE-DETAIL a RETENTION ANGLE-SECTION RETENTION ANG �REfENTION ANG SECTIO j SIDE RAIL INSTAIlAlION(BAILOR 1)-ATS. 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JI 6 0.658' D.65B• O.65B• 0.658• z N ®yIn m ' 1 ,� I :* 0•46549 Lee6vARoo,re ! �.L z 2000• 1.675• 0.093• 1.575• 70 �BUTE OF I 0.093• ��.�, ( Q. ; b N 0.954. :��5•. OR10 0.093• 0.093. ♦♦♦SI�'N........•G```` W'n mJU JU N, p1 _E ♦♦iI 1 A L Et1\\\\` ,I/— L/ I S /IlfiIIIII11 V J I I WN h-Na mS-F 1.000• �— 2000' "I I- / _I Z Q RB a 2.000• ALSO AVAI-LE 2OD0• fff�1 81 IN 2'k3• U� g BUILD-OUT 'IZ REVERSE ANGLED"F"TRACK STANDARD"F"TRACK STUDDED ANGLED TRACK -t W W 0-1-° ANGLED"F"TRACK BUILD-OUT"F"TRACK 6%3-T6ALIMNUM-SCALE:fa 6067-T6ALUMNUM-Sweat 6o63-r6AUJMV M-SCQE1:1 ° w 6063•T6 ALIA4NUM•SwF.M 6063.16 ALUMMM-SCAte 1:1 N W X.z C)ILI 11 33 7 ] r 7 N� Ili,�'at I��-�I.i '-f��� t-•-Tli 1�7� i t+{�f i� .i �_X111 t~ j Z R KEYNOTES z .J l•- { �� ���:� (3)ROWS STITCHING EACH SIDE N �. _ - �.�;�j--�'.. �+. •i �{ .. Y OF ZIPPER(THREAD:138 DENIER { 1 +.,T :.j Tiz POLYESTER) Lu { ,t -T- -� +'' T ] + E ' .;.� i 7�' l I +.i �' B. ANY SPRING CLIP W/MINIMUM z AR T� •- ?= RATING OF 50 LBS.W.L. 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LBERHAROD,RE T „a1L111111/I)III :may ENSF9 ft� 76 OPTIONAL FLAP — (WHEN REQUIRED PER No.46549 �+ GENERAL NOTE#7) STRAP BRACKET WITH :�•; * LBEVARDO,M III,.OR (2)1/4.OR 5/16•TAPCON(TYP) EXISTING STRUCTURE(TYP) -01 ' 4 EXTERIOR FADE AWLISTABLE (SEE FASTENER TABLES ON _ STATE OF = STRAP SHEETS 14&15 FOR SPACING WIM viam 6(RUN CLTLOTE '�` Q• + GTW TILED 0=MLAM 170 YDDR Q'•. .o•. O R�� ,r W N (WHEN REQUIRED PER : F '••••••••• •• `��• ONAL FLAP 0 GENERAL NOTE/7) ��a.910 I�NG� �� W M 82o EXTERIOR FACE ° W run LL K 1/4.1MX.GAP . .° W � -- • Ltq _ NOTE:CAN BE ATTACHED ° • Z W TO EXTERIOR OR 0'TO 30' F W V~W ' 2 q�qD INTERIOR FACE NCA 4 w FIXED OR ADJUSTABLE STRAP pW m a 0 tD p 1 STRAP BRACKET WITH • .•1 ` a (2)1/4.OR 5/16•TAPCON(TYP) ° (SEE FASTENER TABLES ON ° V SHEETS 14& 15 FOR SPACING) z i 1 OUTSIDE MOUNT-SECTION z INSIDE MOUNT-SECTIONuj 51161P BRACKET INSTAl1AT[ON(oPnax I)-N.TS SITGP BRAO�T ZALEA170N(OPTION Z)-N.TS i S a !3 �+ FLAPOP GNRAQUIREj)FELNOTE F IZ G m FIXED ORTHREADED INSERT IN COON OR FILLED tie ADJUSTABLE 4o O RAP LAG EYE BOLT W WOOD EXTERIOR FACE ST (iYP) Q •+ i (SEE FASTENER TABLES ON I SHEETS 15& 16 FOR SPACING N g � _ s OPT10 FLAP (WHEN REOUIR PER O Or TO 70' GENERAL NO 7) ° ° oC EXTERIOR FACE < 0/4•THREAD ° PENETRATION 1/4'MAK GAP y muEM � a ° a F 96 NOTE:CAN BE ATTACHED °' , I: 70 EXTERIOR OR 0'TO 30- c , INTERIOR FACE FIXED OR ADJUSTABLE STRAP Bi B _ n . .a THREADED INSERT IN CONC.OR FILLED C 6€ 'LAG EYE BOLT IN WOOD(TYP ' aY (SEE FASTENER TABLES ON !p ` SHEETS 15& 16 FOR SPACING) 25 .. flEflEp I!} laNYXMEaGWT4ALLiG ED�Ei:^ OUTSIDE MOUNT-SECTION INSIDE MOUNT-SECTION 15-2975 _ 3 EYE BOLT DESTAWO]ON(OPDON 3)-N.TS 4 EYE BOLT INSTALLATION(OPTION 4)-ICES ypALlO N.TS i 4 i 000000 X000666 IMMUNE::600 908@0006oG06000GCm - 000800 8800000 6 F11111110=000000080 - -00060000000 00 li, 000000000 000 000000000 000 00 �,- - - - - - - - - - - - - 000000000000600000000 000000008880000808880 .,00088 0000090 600060000000000800000 008000000000000000000 " 0000 0000008 ` 000000660000000000000 660000000000000089800 O`0000 0000000 000060000000666000000 806000909090980990999m `8 00000 = 000000000000060606000 806666889099800000000M ` 0 00000 00 11 0600600600 66660000000000 B 00 0000000 0060000000 00006600000000 11: m "; 000 000 "6060866666666686688 666660066600090909990 . ,:008 000 1;,60000000000000000 060666066660099090999 ''000=0888888 006000000000000000 y''008 080000 : �!�`!�000000666066606 666066666066680908889 I '.. 08000600000606:000006060006 ' �00� 000000 ;;x!0;;:0000060006060 r 6006006666666BB860 N • INS666060666660660609988888081M ,,;;;111110-00000000 0000=000000000000099 i II1 IN IIIIIIIIIIII 8 008000 1111111112111: IIC 8888888 0Ismissamm RUN mism �����.,����. . . . . . . . . . . . 0 0 000000088808809909 // 8088888 0 000088888 00000000000000000999 �`�" - " " �� ��00008888888880888888889999 �a;; 80 8888888 �,�����;�;; a00000080 ��`888888888880088999 ;0;9000'x;;0008;008888 '88008888 080 N6182IDLEWILDSI.- Wisp . 5 �.►J �. SIMON m MEMO I looll 11111111111111111101 I 11111011 -1 111111111 loll 1111113 Ill ol No -I limmill :11111111malloolim loollooll I oilloolloilloo- 11111m 1111111111111111111111 loolloll loll 11111 11111111111111111111 111111111111 .1011 loollill 111111113111111 111111111111311111m I Jill jillijillil I I 111111 mallims -11 am MISSION IN 121111:1112 1111 11211111112111111m Mann �STORM SMART INDUSTRIES, INC. 6182 WLEWILD STREE7 FORT MYERS,FL -4 (561)578-47SI IM'091'. ------------- .. ..... ... E:HELLOWIMNEOUNGE)MtESS.Co" 4 0 ENGINEERINGEXPRESS.COM CEFrrOFAUTH"885 ENRON - --- - - -- - -- - Elms: I I I IIIIIIIIII11 I SCI ���� �N ��111liiiiiiioiiiiiliiiiim� �1 X111 llioioiliiooiiiiiiiio 6182 IDLEWILD STREET FORT MYERS,FL (561)578-4751 111�911 � Moilo II INS II Ellis I II IIIIIIIIE YWW n�6 IDIS in�ia 111111111111111� � . i I� I� R In �A e I �� �� IIS l � �� �Q610 IA �°� . AA � ����. 1191�A 0000000 0000000 MISSION 00000 0890@0@00000000000000 = --=:01 = --:_:0� 000000000000000000000 000000000090900000000 . ���10�� I�II���� 999999999990999090000 099999999099999000000 II�I��I ���I��I 999999999999999999999 999999999999999909909m 000000000900000000000 009000000000099000000 ������� ������� 000000000009000000090 0000900000000009009Elm 101��19 II�I�II� 000000000000000099000 000000000000009900000 =����� �������� 000000000000009099000 000000000000000900900 =X1100 110��1 000000000000000000000 000009900000900000000 �: : _ _ __ �::__ :: 000000000099909909099 000000000009999909999 :������ ,�01111� 000000000009999999999 000000000000900000990 '811111 `101111 000000000000999999999 000000000000090900990m 000000000000099999999 lo0000000000000000090 X000000000000099900991 12111111109000009 - ' '� 00000000000009999999;��� . 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EN FN• 0 )ci' 6 NO.4654 KL ,PE. �p n STATE OF ''��''•s.S�pNAL ENG\•`; (0 W U?j 8 ....... WLu NN ` WL Zk wW g�9 �Z 3rLS i ow ii. TABLE 12 - CONCRETE o . 2-If!WN EDGE dSTAHC7: .. 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Page Bottom � Thermal-device-protected Motors--Component- See General Information for Thermal-device-protected motors -component NINGBO DOOYAMECHANIC&ELECTRONIC TECHNOLOGY CO LTD E254258 MECHANIC&ELECTRONIC AREA LUOTUO ZHENHAI � NlNGBO,ZMEJIANG315202 CHINA Motors, Model DM35Gfollowed by 06/36 ur13/15, rated 1.66 amp, Class Ainsulated; Model DM35R follwed by 13/15, rated 1.5amp, 12Ot\Class Ainsulated; Model DM3SSfollowed byVb/17, O6/33urO3/33, rated O.97 amp, 120 V, Class A insulated; Model DM45 followed by S-20/32,S-50/13, R-50/13, M-50/13 or RM-50/13, rated 2.20 amp, 120 V,class A Insulated; Model DM45 followed by S-20/19 or M-20/19, rated 2.3 amp, 120 V, Class A� Insulated; Model DM45 followed by S-10/32,S-30/13, M-30/13, RM 30-13,S-50/04, M-50/04, rated 2.42 amp, 120 V, Class A insulated; Model DM45 followed by S-40/19 or M-40/19,rated 3.05 amp, 120 V,Class A insulated; Model DM45 followed by S-40/13, M-40/13 or RM-40/13, rated 1.92 amp, 120 V, Class A insulated; Model DM59 followed by -- -- 4.2 - insulated;� Moda[DM59 followed byS-66/14, M-80/14, S-100V11, n,100/11' M-zOO/11, RM- 100/11, rated 2.94 amp, 120 V,Class Ainsu\ated. � Model DM35Rr6/32,rated �.97amp, 12O\\Class Ainsulated. Modo|sDN355-O5/33b DM35S-03/33b, DM45Q-06/33b, QM45S-10/19b, DM4ES-10/32b'DM45B- | 20/19b, DM45S'20/]2b, DM4SQr20/]2,DM45B-40/13b,rabyd120V, 60Hz,C|assB\nsu/ated. ' Models DM35g-4/33' DM35[l-6/Z4, DM35Q-8/17. \ mndo} Drs2E-^5/24. . | � Marking: Company name nr^E254258^ and model designation. Last_Updated on2012-12-14 ! | {�uestioIs? Print this page Terms of Use Page Top | ' "0 2D13ULLLC When the ULLeaf Mark oonthe product, orwhen the word "Envhonmant" is Included hnthe VLMark, please search the UL Environment database foradditiona| mhormauonregandmgtbisproduct'scertmcauon- / The appearance of a company's name or product in this database does not in itself assure that products so ' identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL- rmitstheneprnductionfMhemate�a|cnntamedintheOnUneCe��oo�onZVredorysubjecttudne [oUovv|ng conuinns: 1.The Guide Inhoomnat|nn, DesWnsand/nrUsUngs (�eo)mustbepresentedmtho|rantinstyandma non-misleading manner,without any manipulation ofthe data (or dcawings). 2.The statement"Reprinted from the Online Certifications Directory With permission from VVmust appear adjacent tothe extracted material. Inaddition, the reprinted material must include a copyright notice in the following format: "@ 2013 UL LLC". l the' standard in safety Undervori cwrs MR. MIGUEL LEI Date: 2008/07/09 ADVANCED HURRICANE 'TECHNOLOGIES Subscriber: 100407954 6063 JANES LN PartySite: NAPLES FL 34109-2045 File No: Order No: S1R3635454 Project Number: 08083635454 PD No: 08YA0233 PO NLmber: Subject: Multiple Listing Correlation Sheet Dear Mr. Leon/ Enclosed is acopy of your cagpleted Multiple Listing Correlation Sheet covering the Basic,File listed below. The following documents were added (new)or revised on 07/09/2008. Basic File Vol Imo, File Pages Revised New 8254258 I E320402 Mw M CX relaticzs Pages) .._ ?lease review this material and report any inaccuracies to our Customej 3xperience Center, PHONE: 1-877-ULHELPS (1-877-854-3577) or by email a4 4LS@us.ul.com, referring to the above Order number [nis material is provided on behalf of Underwriters Laboratories Inc. (UL) or any authorized licensee )f UL. MK File Page l Underwriters Laboratories Inc. Multiple Recognition Correlation Sheet i ML FILE NO. E320402 Issued: 2008-07-09 MULTIPLE RECOGNITION of THERMAL-DEVICE-PROTECTED MOTORS - COMPONENT (XEWR2, XE- R8) for [100407-954] ADVANCED HURRICANE TECHNOLOGIES Basically Recognized for: [116244-001] NINGBO DOOYA MECHANIC & (NBK) ELECTRONIC TECHNOLOGY CO LTD Basically Recognized products covered by Procedure and/or Reports under pile No. E254258, Volume 1 Basic Applicant's Products Report (Supplier's) Multiple Listee's Covered Date Product Designation Product Designations Motors 2405-09-14 DM45S-50113 DM45S-50 DM45M-50/13 T.3M45M-50 DM45S-20/19 DM.45S-20 DM59S-100/11 DM59S-100 DM59M-100/11 DM59M-100 LITERATURE IS IDENTICAL TO BASICS MARKING: Same as that described in Follow-Up Service Procedure and/or Report except for Multiple Listee's name, ML Tradename, when applicable, and product.designation. UL INSPECTION CENTER 14ANGZHOU - 325 STANDARD MOTORS Tubular Tubular $TRAIGHT REMOTE MOTOR Moto L. 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