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Home My WebLink AboutProduct approvals, impact proactive systems i I ON" �' b C-.T R r,d, r BCIS Home j Log In ( User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS site Map Links Search 0F1 d r a Product Approval li USER:Public User ' Product Annrovaf Menu>Product or Application search>Application Lis t>Application Detail I d aa(a='�Srt FL# FL11291-R7 Revision Application Type Code Version 2017 Approved Application Status A PP i Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 brist@getsmartcompantes.com Authorized Signature Brian Rist { brist@getsmartcompanies.com I 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 I Category Impact Protective Systems �i Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florid Professional Engineer 1 Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Troy Bishop,P.E. �1 Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R7 COI Index .odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 ASTM E330 2010 TAS 201 1994 t_ , TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R7 EDuiv EDuiv .odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11291.1 Storm Catcher Wind Abatement Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ:No FL11291 R7 fI Dwal.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for Evi 11.0f Created by Indepen en 11291.2 Storm Catcher Wind Abatement HVHZ&Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11291 R7 II DwD2.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for additional limitations. FL11291 R7 AE Eval2..Ddf FL11291 R7 AE LIV Letter.Ddf 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 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: ,1ny aeric-a 99 E! M Credit Card Safe 0 w STORM CATCHER WIND ABATEMENT SCREEN SYSTEM 'GENER1. AL MAS BEEN DESIGNED AND TESTED IN ACCOW... FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE WILDING IOD BULLRING INSIDE AN OUTSIDETHN(2 HIAND GHV0OCITY HWLITBUILDING CODE,FOR USE ODES AND OUTSIDE THE HIGH 2015 INV HURRIZONE PER TAS 201,TAS 202,AND TAS 203 TESTING STANDARDS.2. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVALREFER TO TABLES �AWATIONANDSHALLONLYBEUSEDINCOWUNCf10MWITHTHEEVAlVASTORM CATCHERTHE'R IAL AND OPTICALPROPIERTIESSUMMARY REPORTSUBMTTIEDFORTHESA04EP0.OWCTAPPROVAL STORM GLITTER SCREEN COLOR 8ULt3C WXIE GRAY BONE BROWN FOR ALLOWABLE 3. N033-1/3%INCREASE IN AIL1nVABLE 51RE5S HAS BEEN USED IN THE DESITH15 SYSTEM.WIND LOAD DURATION FACTOR C0-1.6 HAS BEEN USED FORWODQ')ANCHOR DESIGN. i',C FL• - VLT-wSUAI UGHn•TRANSMrrtANCE 0.21 o.ze o.v 0.14 0.09 DESIGN PRESSURES 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS // 3•� SYSTEM SHAD.BE DETERMINED PE0.SEPARATE ENGINEERING IN ACCORDANCE WITH/ Q A&*`f UVT-ULTRAVIOLET WHY7RAMSMITTANCE 0.12 0.14 0.12 0.06 OM THE GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL EVALUATION BASED ON: TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.18 0.09 HEREIN FOR ANY ASSEMBLY AS SHOWN, Ul I��J u1� FENESTRATION TESTING LABORATORY,INC. LL PLR-VLSUALLIGFIf REFLECTANCE 0.01 053 026 0.44 0.22 5. DESIGN DRFSSURES NOTED HEREIN ARE BASED ON NAXIMUM TESTED PRESSURES UJtn SSR-SOLAR SPECTRUM REFLECTANCE OA4 DAG 019 0.42 0.17 LAS.No. 8441 LAB.No. 7590 DIVIDED BY A 1.5 SAFETY FACRNL '""` ""'' - _u ow S • SHGC-SOLAR HEAT GAIN COEFFlOENT Q37 025 0.17 0.17 0.14 PROJECT No. 15.5893 PROJECT No. 13-4387 6. THE SYSTEM DETAILED HEREIN IS GENERIC TWD DOES NOT PROVIDE INFORMATION Z �>LIUQ R; GL1 40.No. 8440 FILE No. 13-89D FOR A SPECIFIC SIZE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS 0. SA 4(W Li SHGC REDUCTION 78% 67% 78% 78% 82% PROJECT No. 15.5892 DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL t m = SHGC PROPERTIES TESTED TO:NFRC201-2030 USING INTERIM STANDARD TEST METHOD WITH CALORIMEMY LAB,N4. 7561 PROJECT 37-7 DOCUMPREPARESITE SPECIFIC DOCUMENTS FOR USE IN tbWUNR10N WITH THIS Z W PROTECT Na. 17-7199 DOCUMENT. {L HOT BOX METHODSAND UTILIZING CLEAR,INSULATED GLASS. PROJECT No. 13-4387 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN U•'H W9 1R FILE No. 13-ON LAB.No. 9818 10%. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT, N g 0 53 OPTICAL PROPERTIES TESTED TO: LAB.No. 6026 PROJECT No. 17-7449 SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO ASTM E972/ASTM E1084/ASHRAE 74 /NFRC 202 PROJECT Na. 09.1664 MEET BUILDING ENVELOPE REQUIREMENTS. O W v FILE No. 09.665 LAB.No. 9834 8. PERMIT HOLDER SMALL VERIFY THE ADEQUACY OFTHE EXISTING STRUCTURE TO WO TESTING BY:ARCHITECTURALTESRNG,INC..FRESNO,G PROJECT No. 17-7543 WITHSTAND SUPERIMPOSED LDADS.WOOD BURLS(BY OTHERS)SHALL BE WHAT LSSHGC? LAB.No. 98369. ANCHORED PROPERLY TO TRANSFER LOADS 70 THE EXISTING STRUCTURE. A SIMPLE WAY 7D DGPWNSHGC BIN 7LAM5 OFA RA710;WNEIIEIIS THE MAJUMUMAMOUHY OF SOLAR HEAT PROJECT N. 17-7543 LAB.Na 9835 MAXIMUM PANEL SPAN: PROJECT No. 17-7449 9.1. 30'-0•FOR DESIGN PRESSURES UP TO 360 PSF --- -- --- - ---GAIN THAT CAN COME THROUGH A WINDOW AND O IS THE LEAST AMOUNT.AN SHGC OF 025 THEN MEANS THAT - LAB.-No. 9742 9.2. 16'-D-FOR DESIGN PRESSURES UP TO*130 PSF - 1Zy 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. PROJECT No. 17-7199 LAB.No. 9765 9.3. FOR GROMMET SCREENS:1610'FOR DESIGN PRESSURES UP TO*60 PSF RWHAT a VLT? PROJECT No. 17-7449 10.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2 89.3 ABOVE. VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED ASA NUMBER BETWEEN D LAB.No. 9833 1L PANELS SHALL TNG THE NENTLY FOLLOWING LEDMIN WITH MINIMUM ATI : ONE(ABEL PER N AND LTHE HIGHERTHE VT NUMBER,THE HIGHERTHE POTENTIAL FOR DAYUGHTING. PROJECT Mo. 17.7563 PROJECT o. %47 PANEL SMART INDUSTRIES, ES,INC NG MINIMUM INFORIMTION; „ PROJECT No, 17-7199 STORM SMART INDUSTRIES,TNG STRUCTURAL HEMS FL%Dt CTAPWILD STREET,FORT 11291.MYERS,FL 33966 APPROVED EDGES OPENING APPROVAL NO.FL11291.x OPENING NO./ ^ 32. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS STRAP,LOOP,BUCKLE STRAP APPLICABLE WITH SEPARATION FROM GLAZING PER TABLE ON SHEET 4. 1.500' 1,500•_ PDQ LASER CUT EDGE /-PANEL 13.EXCEPT AS ETIPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR a 9 12 1 LLL g / AFFIRMATIONS ARE INTENDED. Z a G )fi NYLON CORDING M / NYLON U TT TAPE STITCHING SPAN DIRECTION EDU::NO HEM 14.ALL ALUMINUM t]C7AUSIONS SHALL BE 6061.76,V.N.O. c / 3K•LOOP HEMz pµ(yxial HURRICANE BARRIER Ce S., FABRIC Ni I.D./3 GROMMET 0-FOD BIID /-PANEL POLYPROPYLENE MONOFILAMENT WOVEN INTO 1.250' 1.250' PANEL �- / BASKET WEAVE DESIGN: En 0.250• 0.315SPAN DIRECTION HETI:HEAT WELD BEIGE/BLACK(BROWN),BEIGE/WHITE(BONE), 3 G OPTIONAL HELI STITCTING 2'PANEL HEM S1RAP HELI BLACK,BLACK(WHYTE(GRAY),WHITE,BLACK k 1.500• o- 1.500• FABRIC PANEL SURAL.LOOP. Q air• BUCKLE/STRAP OR R-9-FOLD%LID PANEL TYPICAL ROLL • LUFT TAPE - MECHANICAL PROPERTIES TESTMETMOD UNIT I VALUE SRTCHINC 91-FOLD W/DOUBLE STITCHING F MO CD N •� �+ GRAB TENSILE STREN67H ASTM 04632 Is 500 550 ttk r 2 B L STITCHING' DETAILS TRAPE201DTEARSTRENGTH ASTMD4533 LBS 200 250 a5 B OR EWAL SPAN DIRECTION-SORE:M.T.S. MULLEN BURST ASTM D3786 PSI 7SO u PUNCTURE STRENGTH ASTM 04833 LBS 200 �� 8'I 31¢'BUCKLE HEN W STRAP HEM A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED FOR SPAN AIR FLOW ASTM D737 LTM 175 STRAP DIRECTION EDGES. PERCENT OPEN AREA' COE-02215 '--'-- %STRENGTH UV RESISTANCE(qW) ASTM G754 70 ---- - RETAINED - - ^ DISTANCE BETWEEN ROWS OF � e pAREL 1 2'BI-FOLD L STIC•HING MAY VARY.STITCH PATTERNS 'Percent Open Arca k a MARY. $$oY STRUCTURAL ATTACHMENT FOR STRAP IT BUCKLE: OR EqA DISPLAY REQUIRED NUMBER OF STITCH PHYSICAL PROPERTIES TEST METHOD UNI � TYPICALVALUE �uS RH��@ (3)ROWS ST17CHING MIN,k BOX STITCH 0 EACH HEM ROWS SHOWN,MINIMUM. 9 BR EFS _WEIGHT ASTM 05261 02/YOI 9.7 THICKNESS ASTM DS199 MIL 21 0.334'NYLON CORDING -- --' omc•rumrzmc NYLON LUFT TAPE STRAP SPECIFICATIONS: BUCKLE SPECIFICATIONS: CONSTRUCTION EPI/PPI 60X63 STITCHINC PATTERN:XIL10-1000 ,PATTERN:SPIN TEETH GRIP SCALFIBER CONTENT 100%PP &MT'3080 gEE FABRIC WOTH/DIAMETER: 1.875•+/-0.063' WIDTH/DIAMETER: 25+/-0.10' SEWING: A STANDARD HEM THICKNESS:0.050'+/-0010' THICKNESS 0.050'+/-0.010' 7138 POLYESTER THREAD(FOR ALL SPANS 01+/-130PSF) 56 A AVERAGE BREAK STRENGTH:60DO LBS MATERIAL:ACETAL MATERIAL' POLYESTER 2400/2640 PTFE THREAD(FOR SPANS UP TO lfi'9+/-130PSF) 1.75• H V H Z APPROVED GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. `��I pYaVpe�[�yuoq,�.t TABLE L LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Tx=PARALLEL LOADS(PLF) DESIGN PRESSURE ' iQ 5 SPAN 10 PSF JS PSF 40 PSF 45 PSF 50 PSF 55 PSF 60 PSF 65 PSF 70 PSF 75 PSF 80 PSF 85 PSF 90 PSF 95 PSF 100 PSF 105 PSF 110 PSF 11 S PSF 120 PSF 125 PSF 130 PSF ;- NO 7-0" 257.2 285.0 317.6 337.0 361.5 385.3 408.3 430.6 452.6 473.8 494.6 515.0 575.0 554.8 573.9 592.9 611.6 630.0 648.1 666.0 1 683.6 =�C 1.ee�w�■o0,(>e= 3'-0" 295.0__ 315.9 345.3 373.5 400.7 _427.0 452.5 477.3 501A 525.0 648.1 570.7 592.9 814.6 636.0 657.1 677.8 698,1 718.2 738.0 1 757.6 ='0'• � 4'-0"---- 311.6 345.3 377.4 408.3_ 438.0 466.7_ _494.6 521.7 548.1 573,9 599.1 623.9 648.1 671.9 695.2 718.2 _740.9 763.1 785.1 806.8 828.1 •• --1-0' "- -337.0-- -_373.5 ) 408,3 _441.6 473.8 504.8 _ 535.0 564.3 592,9 620.8 648.1 674.8 701.0 726.8 752.0 776.9 801.4 825.5 849.2 872.7 895.8 %0'C�'•- --5'-0"_ 361.5 _400.7 438.0 _ 473.8_ 808.2 641.6 _573.9 605.4 636.0 668.0 695.2 723.9 752.0 779,6 806.8 833.4 I 859.7 885.5 911.0. 936.2 1 961.0 ��/, 5'-0" 385.3 427.0 466.7 504.8 541.6 577.1 611.6 645.1 677.8 709.7 740.9 771.4 801.4 EMS 859.7 BB8.1 918.1 943.6 � 970.8 997.6 ! 1024.0 //l ��w 6'-0" 408.3 452.5 494.5 535.0 573.9 611.6 648.1 683,8 718.2 752.0 785.1 817.5 849.2 880.4 911.0 941.1 i 970.8 1000.0 1 1028.8 1057.2 1085.2 W( MN ,y 6'-6- 430.6 477,3 521.7 564.3 605.4 645.1 683.6 721.1 757.6 793,3 828.1 j 862.3 895.9 . 928.7 961,0 992.7 i 1024.0 1054.8 1 1085.2 1115.1 1144:6 W U. T-0" 452.5 _ 501.4 548,7 592.9 638.0 677.8 718.2 I 767.6 796.0 833.4 670.1 1 906.0 941.1 1 975.7 1009.6 1043.0 1075.9 11082 1 1140.1 1171.6 1202.6 ZQ rju , 7'-0" 473.8 525.0 i 573.9 620.8 666.0 709.7 7520 ! 793.3 833.4 872.7 811.0 948.6 985.4 I 1021.8 10572 1092.1 1 1126.5 1 1160.4 1193.8 1226.7 1259.2 �am =$ 8'-01, 494.6 548.1 _ 599.1 648.1 695.2 740,9 785.1 I 828.1 870.1 911.0 951.1 990.3 I 1028.8 ° 1066.5 1103.6 1140.1 , 1176.0 7211.4 I 1246.3 1280.7 1314.6 Z 8'41" 515.0 570.7 623.9 674.8 723.9 771.4 817.5 862.3 906.0 948.6 990.3 10312 i 1071.2 1110.5__11492 1187.7 1224.5 1261.4 ! 1297.7 7333.5 1368.8 W 9'-0" 535.0 _ 648.1 701.0 752.0 801.4 8492 B95.B I 941.1. 1-_985.4 1028.8 10712 1112.8 1153.7 1193.8 1233.3 1 1272.1 1310.4 1348.1 13115.3 1422.0 3 I�'i z 554,8 614.6 726.8 779.6 830.8 980.4 928.7 j 975.7 7 1027.6 1068.5 -1110.5 1153.7 1196.0 1237.6 7278.5 1318.8 1358.5 1397.8 7436.1 14742 c w w 10'-0' 573.9 1 695.2 752.0 806.8 I 659.7 911.0 961.0 1009.6 10572 1103.6 1149.2 1193.8 1237.6 1280.7 1323.0 1 1364.7 1405.7 I 1446.2 1486.1 1525A O 101-41 592.9 657.1 718.2 776.9 833.4 888.1 1 941.1 992.7 1043.0 7092.1 1140.1 1187.1 1233.3 1278.5 1323.0 1 1388.7 1409.8 1452.21494.0 1535.2 1575.9 IV-V 611.6 677,8 740.9 801.4 859.7 ! 916.1 970.6 1024.0 1075.9 1126.5 1176.0 1224.5 1272.1 1318.8 1364.7 1409.8 1454.2 1497.9 1541.0 1583,6 1625.5 U --- - - - -11'-6"- -630.0 - -698.1 763.1 1 825.5 885.6 943.6 1000.0 1054.8 11082 1160.4 1211A� 1261A 1310.4 1358.5- 1405.7 1452.2 1497.9 1543.0 1587.4 1631.2 1674.4 � - _17-0"_ 648.1 _7182 785.1 849.2 __ 911.0 I 970.8 1028.8 1085.2 1140.1 1193.8 1246.3 1297.7 1348.1 I 1397.6 1446.2 1494.0 1541.0 1587A _ 1633.1 1678.1 1722.6 z 12'-0" 666.0 738.0 806.8 T 872.7 836.2- -9977- 1115.1 1171.6 1226.7 1280.7 1333.5 1365.3 1436.1 1486.1 1535.2 1583.6 1631.2 1678.1 1724.4 1770.1 n L...__ .'-_.._ a .._..._..-__ - _ -i__ r...__.... m 13'-0" _68_3.6 757.6 , _828.1 _895.8 961.0 _1024.0 10852 r 7144.6 1202.6 7259.2 1314.6 1368.8 1422.0 14742 7525.4 1575.9 ! 1625.5 1674.4_!_17_22.6 _1770.1_�__1B77,0 W 13'-6" 701.0 849.2 918.6 985.4 1050.7 1112.8 • 1173.6 1233.3. 1291.3 1346.1 1403.7 1458.2 1511.7 1564.3 1616.0 1666.9 1717.1 1766.5 18152 1863.3 74'-0" 718.2 786.0 870.1 841.1 1009.6 1075.9 1140.7 1202.6 1263.5 7323.0 1381.2 1438.7 1494.0 1 1548.8 1602.7 7655.7 1707.8 17592 1809.8 1859.8 1909.0 F 14'-8" 735.2 ! 814.8 ! 890.7 963.4 1033.5 1101.3 1187.1 1231.1 1293.4 j 1354.3 1413.9 1472.2 1529.3 1585.5 1840.8 1694.9 1748.3 1800.8 1852.7 1903.8 1954.2 fn u�E'o 1S-0" 762.0 833.4 ! 911.0 985,4 70572 1126.5 1193.8 1259.2 1323.0 1385.3 1448.2 1505.8 7584.3 1 1821.7 1678.7 1733.6 17892 1842.0 1895.0 1947.3 1990.9 '$ 15'-6" 1 768.7 851.9 931.2 1007.2 1080.5 1151.4 1220.2 7287.0 1 13522 1415.9 1478.7 7539.1 1598.9 1657.8 1715.2 1771.9 7827.7 1882.7 1936.9 1990.3 2043.7 0 9 m 76'-0" 785.1_ __870.1 951.1 1028.8 1103.6 1176.0 1246.3 1314.6 1381.2 1446.2 1509.8 1572.0 1633.1 1693.0 1757.9 7009.8 1866.8 1923.0 7978.3 2032.9 2086.8 Z 5E a t 16'-8"-_-_801.1 - 887.8 970.4 1049.7 1126.1 1199.9 1271.6 o 1T-0" 816.6 905.0 989.3 1070.1 1147.9 1223.2 1296.3 1 nm z 1007.8 1090.7 _1169.4 1246.1 1320.8 Q ^� R 15'4" 846.9 938.6 I. 1026.0 1109.8 1190.5 1 1268.6 1344.4 111W, 8613 954.9 1043.8 1129.1 1211.3 ! 1290.7 1367.8 UI 7K5 19'-0" 8762 1.0 1061.4 1148.1 1231.6 ' 1312.4 7390.8 - 3 191-V 890.4 1078.6 1166.7 -1251.6 1333.7 1413.4 20'-0" -904.3 1002.2 I 1095.5 1185.0 12712 1354.6 1435.5 0 G ; 20'-8" 918.0 _1017.3 1 1112.0 1202.9 1290.4 1375.1 14._ N 21'-0" 931.3 1032.1 1128.2 1220.4 13092 1395.1 1478,4 ! 21'-0" 944A1046.6 I 1144.1_ -1237.5 1327.6 1414.7 _ 1499,2 S4� 2r-0" •• 957.2_ _1060.8 7 1759.6 .1254.3 7345.6 1433.8 1619.5 2r-0" 969.7 1074.6 1174.7 1270.7 1363.1 1452.5 1539.3 1 Ty=PERPENDICULAR LOADS g 23'-0" 981.9 1088.1 1169.5 1 1286.6 1380.2 1470.8 1558.6 1 (EITHER DIRECTION) T=SCREEN TENSION 23.6" 993.7 1101.3 i 1203.8 13022 1396.9 1488.5 1577.4 ` 24'-0• 1005.3 1114.1 1 1217.8 7317.3 1413.1 ! 1505.8 1595.7 24'-6" 1016.4-_-`"1126.6 _1231.3 1331.9 1428.8 1522.6 1673.5_ aO Tx=PARALLEL LOADS 25.0"- 1027.3 1138.5 1244.5_ 1346.1 1444.1 1538.8 1630.7 ■r I 25'-8"_ _7037.8 1150.11257.2 1759.9 1458.8 64 _ _1554.5 17.4_; 59 2e'-0• 1aa7.e 175%3 7269.4 1373.1 1473.0 1569.7 1553.4 LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN,SLIDE TRACK,GROMMET,AND gg( 26'-0• 1057.6 11720 i 1281.2 1385.6 1486.7 1 1584.2 1678.8 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE $ d8 2r-0" 1066.9 1182.4 j 1292.4 7356.0 7499.7 75se.1 1693.6 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS ' 2r-0" 1075.9 1192.2 1303.2 1409.6 1512.2 1611.4 1707.7 16-3080 28'-0" 1084.2 1201.5 1313.4 1420.7 1524.0 1624.0 1721.0 suer me uraase Nom 28'6" _ 1092.1 1210.3 i 1323.0 1431.1 1536.2 7635.9 1733.8 -...... 29'-0" 1099.6__1218.6_ 1332.0 1440.8 1645.7 1647.1 1745.4 ^ i 29'-6" _1106.5 1226.2 1340.4 1449.9 _7555.4 1 _1657.4 _ _1756.4_ uJ J JO'-0• 1112.8 7233.3 . 1348.1 1456.2 1564.3 1666.9 1766.5 i TABLE 2 LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM `1111`� �'eam,►� Ty=PERPENDICULAR LOADS(PLF) `� •• - _ DESIGN PRESSURE ["�Q,- �1G _ SPAN 30 PSF 35 PSF 40 PSF 45 PSF 150 PSF j 55 PSF 60 PSF 65 PSF 70 PSF 75 PSF 80 PSF BS Sl 90 PIF 95 PSF 10D PSF 105 PSF 110 PSF 115 PSF 120 PSF,125 PSF 130 PSF �L:• NOP 3'-0" 45.0 52.5 60.0 67.5 75.0 82,5 90.0 97.5 105.0 112.5 120.0 127.6 135.0 142.5 150.0 157.5 165.0 172.5 180.0" 187.5 195.0 .k: •� ,►.f 3'-0" 52.5 61.3 1 7D.0 78.8 B7.5 , 96.3 105.0 113.8 122.5 131.3 140.0 148.8 157.5 166.3 1 175.0 183.8 192.5 201.3 210.0 1 218.8 227.5 _4'-0" 60.0 70.0 1 80.0 90.0 100.0 ! 110,0 120.0 130.0 140.0 160.0 160.0 170.0 180.0 190.0 j 200.0 210.0 220.0 I 230.0 240.0 250.0 260.0 �� 5 ,•' 4.6' 67.5 78.8 ; 90.0 101.3 112.5-- 123.8 135.0 146.3 157.5 168.8 ' 180.0 191.3 202.5 213,8 225.0 236.3 247.5 258.8 270.0 281,3 292.5 ��T•'•, a pP =�p�0.` 75.0_ _97-5 100.0 112.5 125.0 j 137.5 160.0 162.5 175.0 187.5 200.0 212.5 225,0 237.5 250.0 262.5 275.0 287.5 300.0 312.5 325.0 ��FS+•• �, _ _ 5'-0" 82.5 _96.3_ 1_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 ��i��11 m 8'-0" 90.0 105.0 J._120.0 135.0 150.0_ 165.0 180.0 _195.0 210.0 225.0 240.0 255.0 270.0 285.0 300.0 315.0 330.0 345.0 360,0 375.0 _ 390.0 ( E7 f� a .._..61.8".... --97.5-- 113.8 ��_' 130.0 146.3 162,5 178.8 195.0 211.3 227.5 243.8 260.0 276.3 292.5 308.6 325.0 341.3 357.5 373.8 390.0 406.3 422.5 W �W V 7'-0" 105.0 122.5 140.0 157.5 175.0 192.5 210.0 227.5 245.0 262.5 280.0 297.5 315.0 332.5 350.0 367.5 385.0 402.5 420.0 437.5 455.0 Z� �'� �3 T6' 112.5 131.3 150.0 168.8 187.6 206.3 225.0 243.8 262.5 281,3 300.0 318.8 337.5 356.3 375.0 393.8 412.5 431.3 450.0 468.8 487.5 QQ�¢m S 8'-0" 120.0 140.0 j 160.0 160,0 200.0 220.0 240.0 260.0 280.0 300.0 320.0 340.0 360.0 380.0 400.0 420.0 440.0 460.0 480.0 500.0 520.0 W ��p 8'6' 127.5 148.8 170.0 191,3 212.6 233.8 255.0 276.3 297.5 318.8 340.0 361.3 382.5 40].8 i 425,0 446.3 467.5 488.8 510.0 531,3 652.5 WWW nIm 135.0 j 1 5 _ 180.0 2D2.5 225.0 247.5 270.0 292.5 315.0 337.5 360.0 382.5 405.0 427.5 450.0 472.5 495.0 517.5 540.0 562.5 585.0 3 _ -9.6' 142.5 166.3 {-190.0_ 213,B 237.5 _ 261.3_ 285.0 j 308.8 _ 332.5 356.3 380.0 403.6 I 427.5 451.3 475.0 498.8 522.5 546.3 570.0 593.8 617.5- Is N LU W 10'-0" 150.0 17 .0 ! 200.0_ 226.0 _250.0 _275.0 300.0 I 325.0 350.0 375.0 400.0 _ 425.0_ 450.0 475.0 500.0 _ 525.0 550.0 575.0_ 600.0 i 625.0 650.0 e p W 101-0" 157.5 183.8 210,0 236.3 262.5 288.8 315.0 341.3 367.5 393.8 420.0 446.3 472.5 498.8 525.0 551.3 577.5 603.8 630.0 656.3 682.5 11'-0" 165.0 192.5 220.0 247.5 276.0 302.5 330.0 357.5 385.0 412,5 440.0 467.5 495.0 522.5 550.0 577,5 605.0 632.5 660.0 687.5 715.0 V _ 11151 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 1R0" 180.0 210.0 240.0 270.0 300.0 330.0 360.0 390.0 420.0 450.0 480.0 510.0 540.0 570.0 600.0 630.0 660.0 690.0 720.0 750.0 780.0 Z N 17.6" 187.5 218.8 250.0 287.3 312.5 _343.8 375.0 406.3 437,5 468.8 i 500.0 531.3 562.5 593.8 625.0 656.3 687.5 718.8 760.0 781.3 8125 _13'-0" 195.0 7. 260.0_ 292.5 325.0 _357.5 390.0 422.5 455.0 487.5 520.0 552.5 585.0 617.5 650.0 682.5 715.0 747.5 780.0 812.5 845.0 W n -13'6' 202.5 _! 270.0 303.8 337.5 371.3 405.0 438.8 472.5 606.3 I 540.0 _ 573.8 607.5 641.3 675.0 _ 708.8 742.5 776.3 810.0 843.8 8775_ 14'-0" 210.0 245.0 280.0 315.0 350.0 365.0 420,0 455.0 490.0 5254 660.0 595.0 830.0 665.0 700.0 735.0 77D.0 805.0 840.0 875.0 910.0 1�y- 14'6• 217.5 253.8 290.0 326,3 362.5 , 398.8 435.0 471.3 507.5 543.8 580.0 616.3 852.5 688.8 725.0 761.3 797,5 833.8 870.0 i 906,3 942.5 (n r!e 151-0" 225.0 262.5 300.0 331.5 376.0 412.6 450.0 487.6 525.0 562.5 600.0 637.5 675.0 712.5 750.0 787,5 825.0 862.5 1 900.0 I 937.5 975.0 'S 1516' 232.5 271.3 i 310.0 348.8 387.5 ! 426.3465.0 503.8 542.5 581.3 6200. 658.6 i 697.5 7383 7754 813.8 952.5 891.3 930.0 j 968.8 1007.5 m Q' 151-0" 240.0 280.0 320.0 360.0 400.0 440.0 480.0 620.0 560.0 600.0 ! 610.0 680.0 720.0 760.0 800.0 840.0 BBDO 920.0 960.0 1000.0 1040.0 ►Zr it 288.8_ _ 330.0 371.3 412.5 453.8 495.0 p 1T-0" 255.0_ _297._5 I 340.0 382.5425.0 467.5 510.0 1TS 262.5 306.3 __350.0 393.8 437.5 481.3 525.0 Q ;o 18'-0" 270.0 315.0 360.0 405.0 460.0 495.0 540.0 �L 16'-0" 277.5 323.8 370.0 416.3 462.5 508.8 555.0 U) 19'-0" 285.0 332.5 380.0 427.5 475.0 ! 522.5 57D.0 19'•6" 292.5 341.3 390.0 438.8 487.5 536.3 685.0 o 20'-0" 300.0 350,0 400.0 450.0 500.0 650.0 600.0 20'•6' 307.5 358.8_ 410.0 461.3 512.5 1 563.8 615.0 ; � 21'-0" 315.0 367.5 i 420.0 r_4725 525.0 577.5 630.0 21'6' 322.5 376.3 430.0 _483.8 _ 537.5 591.3 645.0_ S, 22'-0" 330.0 385.0 440.0 495.0 650.0 605.0 660.0 TY_-PERPENDICULAR LOADS 27.8" 337.5 393.8 1 450.0 506.3 562.5 1 618.8 675.0 6Y p6 23'-0" 345.0 402.5 i 460.0 517.5 575.0 632.5 s90.o (EITHER DIRECTION) T=SCREEN TENSION E a, ^ 2T4" 352.5- 411.3 470.0 - 528.8 587.5 -646.3 705.0 t� - $3 24'•0" 360_0 420.0 480.0 540.0 600.0 660.0 720.0 I �O Tx=PARALLEL LOADS a _24'•6^ _367,5 428.8 _490.0 551.3 612.5_ 673.8 735.0 25'-0" j 375.0 437.5 __500.0_ 5625 825.0 (y. BB7.5 _ 7500 25'•6" j 382.6 446.3 510.0 _.._573.8 637.5-i• 701.3 7G5�0 @ag 251-0" 390.0 455.0 520.0 565.0 ssD.O 715.0 780.0 LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN,SURE TRACK,GROMMET,AND g@@g 2s•-0" 397.5 463.8 530.0 596.3 662.5 728.8 795.0 SIDE,SLIDE,GROMMET &STRAP INSTALLATIONS STRAP SCREEN LOADS APPLIED ALONG ANCHOR UNE. �gF 2T-0" 405.0 4725 j 640.0 607.5 675.0 742.5 810.0 mmsin acauiva mws• 2T-0" i 412.5 481.3 I 550.0 618.8 687.5 756.3 825.0 16-3080 _ 28'-0" _ 420.0 _490.0 560.0_ _630.0 700.0 770.0 840.0 281-0- 427.5_ 498.8 !570.0 641.3 712.5 783._8 855.0 j 29'-0" ___435.0__50_751 1 580.0^ 652.5 725,0 797.5 T_870.0 38 29'-0" 442.5 516.3 590,0 i 663.8 737.5 i 811.3 885.0 30'4' 450.0 525.0 600.0 675.0 750.0 625.0 , 900.0 I 1 \77 GE TABLE 3 MINIMUM SEPARATION FROM GLAZNG VALUES N/A � `'• :?�a;, F40d0 Span LOAD+PS U 30 35 1 40 45 60 56 ' 60 65 70 75 1 60 85 90 95 100 706 110 116 120 125 130 - U" --3.00 fl 2.30' 2.37 2.43' 2A7 2.64' 1 2.58' 1 2.54` 2.68' 27r 278' 280• 214' 2.BT 2.91' 2.94' 2.BT 3.00" 3.03' 3A5 3.091 3.12- 3.50 It .173.308 2.60' 288' 273 _ 2.83' 2.89' 1 2.95 1_3.01' 3.08' 3.12' 3.26' 3.30• 3.34' 3.30' 3.47 3.18' 3.50• 3.53• 3.57 3.80' %-p'., x9 4.008 297' 3.01• --3.10' _3.18' 3.28' ' 3.33' 3.47_ 3.4r_i 3.53' x.61'-_--3.70' - --3,75 3.80' 3.B3.85" 3.881 3.04' 3,98' 4.03' 4.OT 4.11' 'j3 7A7E -:•� --4.508 3,23' 3.35' 3.45 353 3.64' _ 3.73' 1 3.81' 3.68' 3.98' 1 Car ' 4.09• 4.15 4.22' 4.28' 4.33• ! 4.39' 4.44' _ 4.48' 44=64' 4.59` 4,64• iX,s'••,/A•• ••�1,, 5.008 3.67 3.70• _3.83' 3.94' 4.04' _4.141 4.231 d.3r 4.45 I4.48'_.]__4.56* 4.83'__ __4.70` 4.77 4.83• _ 4.80• _ 4.95 5.Or - S.Or 5.13' SAW �i 11t•:f!!r,� ttYY��, S.SOrt_ 3.91' 4,07 4.21' 4.341 4.48' 4ST 4.BT 4.77 4.BT I I.BS 5.04' 6.ir SZO• 5.20' 6,36' 5.43' 5.48' 5.55 5.63' 5.69' 5.76' /��)1 ��L 1+',,pp S 6.00 R 4.2r 4.45 4.60' 4.75• 4.88• 6.011 6,12" 5,24' 5.34• 1 5.44' 5.54' 5,83• 5.77 S.al• 5.89' 5.BT B.OS 6.12" 620' 6.27" 834• �� ij J S $M 6.60 R 4.64• 4Ar 5.01• 5.ir 6.32' 5.45 5.68' 5.83' ' 5.94' 6.05' 6.15 I 6.25 8.35 6.44' 8,57 6.6r 6.70' 6.78' 1 6.85 6.94' W(fI RH w 4�l q s 7.00 R S.Or SZr 5.43' 1 5.60' 5.7T 5.97 6.OT 8.20' 6.33• ! 8.45 8.58• 8.69' 8.80" 8.80' 7.01' 7.15 7.20' 7.28' 7.38• 1 --7:47 - 7:55' 7.50 R 5.41' 6.84' 5.85 9.05' 623' 8,37 6.65' 6.70' 1 6.85 6.98' 7.11' 7.24' 7.38' 7.4r 7.55 7.67 7.90'• 7.90' 8.00' 8.D7 8.19• �z�nt1 k>j<a g 8.00 R 5.60` t 6.06' 6.27 630' 8.70' 8.88' 7.05' 737 7,37 7.57 7.65 7,801 7.93' 8.0S 8.15 8.27 1 8,41' 8.52, 8.63' 8.73' 8.83' y al <Lu®01 u� e50 R 6.21• 8.4B' _8.73' 8.95 7.15 7,37 7.55 7.74' 7.911 B.Or 8.22' 8.3r 831• B.65" 8.76• I 6.91• 8.03' 9.1v 9.27 9.38' 9,47 Z N,pm 9.008 8.87 B.9r 7.17 7.43' 7.85 7.88' 8.08' a2r BAA 8.63' 8.77 6.95 9.17' 925 9.407933' 9,Br 9.80" 9.9r 10.04' 10.16, W �tiWlls99 �8 ... ..- .__--_...�.- tlzB rL 950 7. 7 765' 7.9r 8,15 8,37 5.61' 0,82' 9.01' 9.20` 9.38' 9.55 9.71' 9.BT 0• 1 5 R - 04 .35 _•_ ,__ _,-,_-_.�-. , _70.2 10.77 10.37 10.43 10.57 10.77 10.85 8.12• �- 8.Br_ 5.87 9.15 9.3r _ 9.58' 9.75 9,97 _10_16'_ 10.33• 10.50` 10.85 Mar 10.Br 11.1r 11Zr 11.41' 11.55 N K A u=i 10.50 R 7.90' 8.2r 1.60' _8.9D' 9.15 9.45 9.70' 8.93' 10.78' 10.37 10.67 10.77 10.98' _ 11.14' 11.31' _77.48' 77.83 11.80' 11.95 12.11' 12.25_ o ywi 0 11.0oft 8.35 8.73• 9.08' I 9.41' 9.71' 9.97 �'-�- 10.50' 10,74' 10.9r _11.17 11.37__ 11.79' 11.97 12.15' 72.33' 12.50' I 12.85 I 72.87 12.98' N O 9.20` i 9.58' 9.97 ---10.21' 10.64' 10.87 17.08' _11_31' 11,68' 11.81• 12.03' j 12.24' 12.41' 72.64' 1253• I 13.07 7310` 13.37 73.54' 13.71' 1200 fl 9.25' 9.68' _10.00'_ 10,44' 10.78' 11.10' 17,37 11.or 11.94' 12.20' 12.44' 12.67 12.90' 13.11' 13.3r 1� 13.77 13.87' ! 74.09" 14.27 _11.45' U _ _ 1260 n - 9.71' t0.1T 10.59' 10.97 17.33' 11.86' 11.97 12.27 12.55' 12.87 13.08' 13.33• 1355 13.78' +4.01' 1427 14A3' 14.83• 74.83' 15.02' _ 15.27 - q 13.008 10.18' 10.85 _ 11.10' 11.51' 1_881 1 12.23' 12.55 12.65 13.lr 13,45 73.73'--13,99' - -14.24' -14.48' 14.71' 14.83• 15.15 16.38' 15.37 15.7r 15.95 �Zi 7= 13.50n 10.65- 11.15I 11.82' 12.OS 1244' 1 12.61' 13.15 13.47 1 13,80' 14.10r 14.38• 11,66' 14.92• 15.17" 15.47 15.85 1 15.85 18.70' I 16.3r 1 18,53• 16.73' n 11.00 rt 11.13' 11.67 12.15' , 12.80" 13.07' 13AOr I 13.75 14,11' I 14.44' 14.75 15.05' 15.34' 15.87' 15.88' 16.73' I 18.30• 16.6r 18,85 1 77.05 ' 17.39' 17.Sr lNL n 11.50 fl 11.82' 12.18' 1268' 73.75 13.59` 13.99` 14.35 74,74' I 15,08' 15.41' 75.77 18.02' 78.31' 18.67 16.85 17.17 17.37 17.61' 1 17.BS I 16.OS 7831' ►-� 15.0oft 12.11' 12.67 ! 13.xr 13.71' 14.ir 1457 14.87 75.37 15,73• 16.011 18.40' 18.72' 17.Or 17.31' 17.59' 17.85 16.13• 18.35 1 18,63' 15.87' 19.11' 15.60 fl 12.00' 13.27 13.77 14,28' 14.75 1520' 1 15.82' 18.01' 78.39' %7S 17.07 17.47 i 17.74' 18.04' 18.33' 18.87 18.87 19.15 ' 19.42 19.87 19.97 = u�� 18.00n 13.11' 13.74' _16.37 14.85 15.35 15.87 16.25 18.88• 17.06' 17.43' 17.)7 18,13• 18.45 18.78' 19.05 19.38' 19.87 19.95• 1 20.27• 20.48` 20.74• ILn` 18.50 n 13.6r 14.34' 14.91' 16.60" 18.Or 16.60" 78_85 , Q t 555 - � •� u`i 17.00 n 142r 14.97 . 15,61' 18.17 10.73' 1724' 17.77 y �7 C 17.60 R 14.88'__ _75.87 1838' le.QT 17.45 18.00' 18.55 - 16.00 R-_--15,6r 16.28'-- -+8.96• _ 17.62- 182 1827-T 8 1' I 18.77 27 _. -.. 1850 fl _ 16.17 16.97 17.67 I 18.35 18.98' 10.68' 20.71' n o 18.00 fl 16.83• 17.68• 18.4r1 19.12'- -19.7r -20.37 20.94' Q _18.60 R - --17.61•- _ 18.38_7 19.17 19,D0' 20.67 21.21' 27,67 20,0011 16.21' 19.11• ' 19.94' 1 20.70' 21.47 22.05 22.68' 20.508 18.97 19.Br 20.72' •21.51' 22.25 22.93' 1 23.58' S 21.008 19.BS 20.84' i21.53• 22.35 23.tr 23.83' 24.50' a 21.508 20.40" 21A3- 22.35 1 23.21• 24.01' 24.75 ! 25.45 GLAZING SY 22.00 R 21=18' 22.24' 23,21' 1 24.17 24,9r 25.95 26,42• � 22.5o ft 27.97 z3.Dr 24.oe 2s.o5 25.85 25'.5'5 x7.47 SCREEN (n y 23.008 22.78• 23.93' 24.9r 25.93• x8.63• 1 27.85 28.44• a i` 23.50 R 23.02" 24.81'-' 25.90` 28.85 27.8r ! 28.65 29.50' u.00n 2.4.45• 75.77 I 26.84• i 27.68' 26.94' i 29.74• 30.58• DEFLECTION MUST BE --- 24.5ofl 25.38' 28.65 27.87 28.89' x8.87 30.82• i 31.70 _ MEASURED AT PANEL DEFLECTION MUST BE @� 6: g xs.00fl _ x6.28• 27.61• t 28.87 29.5'3' 30.97• _ 31.94 32.85'• MID-SPAN. SEE TABLE MEASURED AT PANEL 3 ss.-5o 11 27.22 _ 28.60' !r 29.85' 31.01• 32.08• 33,07 34.03• ABOVE FOR MINIMUM MID-SPAN. SEE TABLE #� eyyR 26.008 28.19. _TD 76r 1 30.Or 32.1r 33.23' 34.27 35.25• SEPARATION FROM GLAZING. ABOVE FOR MINIMUM �g � s 26.508 29.17 -_32.sr- _-32Or . -33.25 34AT I 35.S(' 36.511 SEPARATION FROM GLAZING. g _ 27.00 n 30.27 3+.76• 33.15 34,45 35,64• ' 38.75 37.87 mY15 1 27.308 31.29' 32.87 34.34' 35.Br 38.97• 38.Or ( 39.78' GLAZING Hill.-- SCREEN28.00 R 32.40' 34.05 35.55 38,94• 35.23' 39.43' 40.58 28.50 n 33.55 3525 36.Br 38.25 39.59' _ 4 Z I 4201' 29.008 34.74' 38.57^ 38.14' 39.62• 41.x0• ', 42.30•i 43.51• 'DEFLECTION DIAGRAM DEFLECTION DIAGRAM �,. �.� • 20.50 R 35.98' 37.83" 39.65 41.04' 42.45' 1 43.81' 45.Or 30.00 fl 3728' 39.17 40.93' 42.52' 44.01' 45.Acr ! 40.70• 16-3080 . 6 l NM U/4I85 NOTED �r .... 12 ..... q 6 1/BY ALVA POP RMTS(RP) Q GEAR PLATE OR J LL 010' MOTOR 11400 H. :• �= . I... ROLL FORM. AUAL �_OP CMM - SW L 686UIIDD.P.E; - PAl GIDE p —SIDE RAIL - sTATe . L15.7AT 372h1/B'A'24,(m um m - �-/ m ;1.- GEAR DR TLIBULAR MOTOR 1� 1/re NIM PCP m(RP) 7 ALUMINUM BOX COVER STYLES W e:)�' i y L ORBE CAP f1WAID6tliFFltV6iJLLl tiClN.5fi4F.N7S.. W71ry1.• Ori= 6 z i B+m OR AW.116E 6Nm OR 70mm /`r�n WCL hi- @ 601-OR 70rmMIRING PLATE =S 8 mN aOR n Sim AD � SD&EPIVOT / IIP TO 100 LBS SCREEN WEIGHT WITH: W 3 N g C ...I.,..r.-.. / (J)5/16'TAFCON OR "'w z �oeo 4'M 14'CAST 411E PLATE v_ u X10.3/1'1D6(ITP) Q o (3)t/4'hl'SMS 0)C L�� .}'+.,..,..:,... ww id TOP ENTRY ALULMBM NEED FROM L1 1 _ PAL QIOE ROLL FORM MV ALK srE RA4 7 1100/4,TENS(PP) z n - SCREEN UP TO 200 LBS SCREEN WEIGHT WITH; �..� a , (4)5/16.0 TAIRCONS OR BOTTOM e+x (4)1/4'1x1'SLS W • ROLL-UP SCREEN SINGLE PANEL-ELEVATION nPLcusLNDLesPANwro:rau+srALunoN- �i RASVC IRAOt 116E 12 ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL = 9 9 s UP TO 350 LBS SCREEN WEIGHT WITH: 6 ROLL-UP SCREEN INSTAlAT+CN•N.T.S. Q (4)S/16'0 TA1'LONS OR Z 9 a ' (5)1/4'1x1'SMS R l,F.' ' T• .+ T;- -T+j . '.' {'r j� '- MOUNTING BRACKET SHAPES {.�.'; •_ -�"1 ..1"i ;.I.+..,. POLLW SCREEN WSTAWIDDN6•NTS. N . IFN• ,. •f ;, z y 4�i -; ,-f ��` r UOLL MWION BUILD-IN OR WILD-OUT 1.3 EX6tIND SCRUCTURE O 71.i. - +_ 7 N z -1 , T /•. a �5 5gk Ei-13'x _• ,'�,'TIr 'i r;:;i *�-1-1�-7�--I T !'I;�y-',',1 SEE B.QPCILET FASTENER SGHFINA£1HI5� SCE BRACKEfFASIENFR SCHEDULE TFt6 SHEET FOR FASTENER SIZE AND OUANTHY SHEET FOR FASTENER WE ANO OUANTW17 1 8553 ' Ift > ',,7 1 i-' } 1 i.. 1�7 Tj•,_ �:�:;:T.i- a ; _ ---- ---- ----- ---- �)i6g 360'MAX.SPAR VADIN MOUNTING BRACM MOUNTING BRACKET MOUNTING&UDKET mrrnwxre.a.aewue mMss. (SEE DETAIL THIS S1E0) (SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) 16-3080 g SCAM NTOUNMS NOTEM ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION AMMEDINFEmLmuTewwONRWREOFOR INSTALLATION-N.Ts. MOUNTING BRACKET INSTALLATION ROLL-UP SCREEN-N.T.S. 2 Gl i i I ' f SflSTRATE 0 N'O.C. HEAD BOR MOM 2-MI B' tV" E ,rA: NSTA L THE APPROPRIATE.RCHOAS TO THE OMEN / NsrAu APPROPRIATE R+awRs 'SIb S f(�I fl0 ��`��._B N P ARE NOT REQUIRED FOR SRUCRIRR SUPPORT OF As H®ED TO PREVENT _ StsRtR AND TEQEFORE Do HOi rouaT tIE uueHw ANLRL G FROM SAO= x'TUM BDD-OUT WADER All1 1P D.C.(TTP) � •'�c ANCFDR TARE SINCLRAL SEE SRO I FOR TUBE OPTIONS ABRIG A779MM PER 21f:'!(t/9'CONINUWS WMACSpEm1ACTUff9s •. AWmm WLUY ANGLE c SPLOE SUITABLE SUBSTRATES N, CRINMUOERLD mDaL %i '% INSTALL THE O O SSION ` n„8x A1UNNll AND MOOD. /!j/f APPROPlMTE ANCHORS <. Ir 1 i/i / TO THE FRlnt IIILLLLLLLL RATE R /r te- /: I LU "•'�%"/ / AB.9C ATTACHED PER L Q �>aV c WMACRRER'S // L9 6 W gg '%/,.'j• / fDLI$BIO 9IE VARIES WIIrT ROLL W 9 F SPEtOTCA1pNS. DAOETER ROUAG LEENANU WT ALSO BE HODEN OR 3 N W Z //////%•/ - - SUITABLEBSIRV6 j `/ YOEM[D N Fkh OR SOFFIT Paver fRJFD BI OD. Ave MOOD. SDE TRACK ORDE LOCATION z i S '/',//;�/i / �//-HOUSOC SIZE VARiFSS Wall ROLL OWIETER ROLLING LIECHRM VI w r BADE LOCATION 'IAIAYALSO BE HIDDEN OR N FAVE OR SOFTR // ROIL-LP RRHC OR SCREEN Ley 50E PAL ATEACHTD PER F"' LO'a141 B'ALlltl // / (DP / / APPROPRIATE RR M TABLE ? fiL Q ROLL-IAP scRIETI mm"S't(MNG DEPTH)BALD-OUT Q 9 9 1//Y SDE-TAPPING /j FASTENED PER ANCHOR SDIEDUL OFFSET / %� SIDE RAL AnAfJFD PFA 516(2)PER LEG(Tm / OUT RCHOR TDIATOG O'TO LZ-L j%�/ JPPROPAURE AAICFIOR VEIL 0 TOP B BOTTDV P 9SID A TO BE W1ARCO PER THE F n / � _ SUITABLE SUBSTRATES :/�' o' m S ° G LHOWE CONCRET Q 4 CROUT REED PSOOf o ; W ALUUNUI AND WOOD l,%:' •/ ARL-IP SCREEN BOnOY BAR En $ // a WITH OPTIONAL SEAL EMTEn . BONOY BAR i BOTTOY BW SEAL INSTALL THE APPROPRIATE TH AWHOR TO THE r �1/4'11 1/1'11OCIL Al.,AVCIE SILL Gn41t SUBSTRATE PER THE AHODR TABLES. (OPIIONLL) � L CONCRETE SHORN•One SU@BLE ` x'7FDCIL ALD..TUSELF-TAPPING S9BSiRAfES IHQIIE otOUf BWD-0Uf SLL S BLOCK,HLLOMUW AHD WOO• OHM SLIEST 7 FOR TUBE SUS 0 21'O.C.(ETP) 5 ` �0151DE RAIL GUIDE(PLASTIC) E BUILD-OUT OPTION �yD t ROLL-UP HURRICANE SCREEN = ROLL-UP HURRICANE SCREEN Q 6 v. sHnwwr 6 •s �,� 10.7800 }dL I I •Y 7350' .209". LR O.LLS• �� D.4D9 I-2.0000 —I I I.. 0 a 1 I 0.2Boo "" 16-3080 � O.LSoo n me nonw uALs T F 1 iw FLrs utv .wuINIMMMINNY FD i �� a��O.Eo7o 0.2690 AA mx sw Y ama(L») WH vw IN am C'M o�c,u m srs.Hs. 375 a SIDE RAIL WITH SNAP IN 81F170 / SIDE RAIL WITH SNAP IN COVE 5 &DEnTRACK 6 ROLL-UP BOTTOM BAR 7 BOTTOM BAR TRACK GUIDE PLASTIC i CB 6 u nr.. na 6 u n.... .e 6 v..a. 6 rz .eun. 6 ,a ,ern O e$e'j ,Jill T 1111L 654 SINAADO.AL 'sF•. 1/4-14 DRIL-RDI(TTP) (SEE ANCHOR TABLES ON SHEETS 26 4 27 FOR SPACING) ' 5/6.6 ACCESS HOLE CM) =LL' NOP �C I. P.E. 9FDa.E 51ETMES NMME (OFFSET FROM DRIL-FLEX) -)[' 64P comoM ow num BOOK AUNt4AI� APPAOYFD MULLION �.•• STAB 1/4-14 ORLL-FLEX(TYPI ��0�n'•., FLON1 r vom 0 N SEE TABLES FOR APPROPRIATE (SEE ANCHOR TABLES ON SEE TABLES FOR APPROPRIATE ANCHOR AND SPACING SHEES 26 k 27 FOR SPACING) ANC FIOp AND'PACING A S�ONL O W n = APPROVED SIDE RAILS PE0. SEE AN NOR TABLES .. DETAILS ON SHEET 6 FOR APPROPRIATE 114' W.J ru) ANCHOR AND SPACWC 214• 173• u . ,HOfFf W O a11' ]10- OBIALIlTETK SHALL N6f Z 41C ` SF�Ffl'�SYSTF M TYPE Z Ol p� a .. TUBE OPTOIIS 1/4•-N diLL-FlD( W 191 1/4'-14 . o 214' 2.712-4 2W ,� (SEE TABLES ON ) 3'pC Iyu=i . `. •, - 41P ]13' r SHEE)S 16 k 27 FOR SPK7 a IU 61 ANT2F OPMNc .. ` N O < - 21013/8- „ • ^ 3101]/8- " 5/6•A ACCESS ^ HOLE(TTP) SEE TABLES FOR APPROPRIATE N Lu ANCHOR AND SPACING ULLION MOUNT-SECTIO v- 2 ISEE 4 RDLL4F SCREEN OISTAL1Anor1(OPTION 4)-N.TS WALL MOUNT-SECTION A�BUILD-IN MOUNT-SECTIO LES FOR APPROPRUTE � eT CALSOEMAINSTLLIAnOV(OPDDN4).N.TS AN ALOE TWLUbTALATION(OMM S)-NETS gILD-OUT MOUNT-SECTION Z ' ODE PAR.INSTALLATION(OPTION 6)-NTS I--I ams I'%2'X1/8-RETENTION ANGLE (FULL LENGTH OF SCREEN OPTIONAL) {� 6 S REMOVABLE FASTENER — — — REMOVABLE FASTENER • 1-%2'%I/e' 7 REMOVABLE O RETENTION ANGLE FASTENER i 1•XENTION%1/6- _ RETENTION ANGLE } 1-%I-1/2111/8' RETENf10N ANCIE E N BIDE(LVL LLL a Ri ( flEMOVABLE f ' FASTENER Bz R SIDE RAIL - $R d d _ SIDE RAILSIDE RAIL Jv N ANGLE-DETAIL RETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION@ � s RETENTIO �4 OOE RML MSTMUnON(OPTIR+1)-N.TS 6 SIDE RAIL INSTAl1ATI0N(OTR]ON i)-N.TS. SmE RML WSTPLIAnON(OPTION I)-N.TS SIDE RALLINSTALLAnON(ORIIUN 2)-N.TS . ao.maRe•cwu.noewen• I THE RETENTION ANGLES NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SUDS SCREEN TRACK ENDS ARE AGAINST THE D%ISNIG STRUCTURE. NOTE.SCREEN TRACK ENDSAREACNNSTE NOTREQUIRED THE E%6TING WHETHE 16-3080 ZCAIUUNTCUNLE NOTED 8 SEE GROMMET AND STRAP SYSTEMS y REMOVABLE FASTENER ENSF rO FOR ALTERNATNE ATTACHMENTS(TMP) 8 FASTENER . Ixl-1/1"X1/e• , RETEMION ANGLE Lf y. 1xi-1/2x1/B:'�C •� �' . .. RETENTION ANG q L IIBOIAlIDO.PE W- YSI PFi ...... . .N...._ 1D . v, 8 ..(.. _ B ® ' , SLIDE TRACK To� IF MZ I' SLIDE TRACK W FiG Yij to W o p SEE TABLES FOR APPROPRIATE Ch i` RE7ENIION ANGLE-DETAIL ANCHOR AND SPKMC L7 �a m To YJ W YJ t iP SLMETRACXINSTALIATION(OPITONAW-N.TS REi ENTION ANGLE-SECTION W W oN° ... NOTE:THE RETENTION ANGLES ARE NOT Z U•"W �z H Z: _ REOUIRED WHERE THE SLIDE SCREEN TRACK �J DE TRAOC WSFAl1AnON•N.TS . - - '..... - ENDS ARE AGAINST THE EXISTING STRUCTURE •3 7 .. Ul cc ... L.. -.. .y. - 0 W_ ADJUSTABLE W ......;..p.•.... ...... ..Y PLUG.SEE bO 3.. _ SURE TRACK L>j u 312•VAX.SPAN WIDTH 1. ]12•MAX.SPAN WIDTH Z S/6•I ACCESS HOLE(lYP) py R SLIDE SCREEN SINGLE PANEL-ELEVATION SLIDE SCREEN SINGLE PANEL-ELEVATION (OFFSET FROM 00.1L-FLEX) 1MCKL15TDMATTAMMENT-VBMCALORMWnONTALMALAnON.H.TS 30R4SIDEDATTAWAEM-Y TIMORHDWOHfALINSTA11AnON-SDLEN.n£ W 1/1-11 DSA-FLEX(TTP) NOTE:FOR 4 SIDED DIMENSION RE THETEE SPAN IS W ® (SEE TABLES ON THE SHORT DIMENSION BEWfEFN FASTENERS. SHEETS 26 k 27 FOR SPACING) 4-6 g d nNEOPRET�IEAWUSTABLE Pm WI BRASS fITfIN6 SLIDE TRAM UNSTAUAnON ANDARD NXS. m U - - tlDILI ANY MECHANNAL OR POSITIVE LOCKINGI 1Zti w DEVICE MAY BE USED IN LIEU OF THE PLUG 1 1Y4" - "T - SHOWN W THIS DETAIL AT TOP OR BOTTOM TOIce- . K 2x2" . :I'•'+ HM HOLD FABRIC IN TRACK IYa•3 ' i N.,.,. 3x1.2x3" � N S v o .I..•, I_.N m !( � (•:' AUARNY AMD WOmn nim OD. 1/4-14 DRR-FLEX(lYP) 1•XI• Q N .4 (SEE 7ABLF5 ON 1/6'OR 7/1'WALL THICKNESS . -r+- �+;('.. '- - - SEE TABLES FOR APPROPRIATE SHEETS 26 AI 27 FOR (SEE SLIDE TRACH MOUM TABLES ON (n SNEEf 6 i0R TWCKNESS � r-'-i i---• - �-.- - �••+- ,�r-r1 -: ANCHOR AND SPACING SPACING) ) _ 3 pdrp 14 (' - 'l TUBE OPTIONS d _ ��'r,I-1_�. ��= � -'# < Jxl• 2x3• � �� 6Y�� SEE TABLES FOR APPROPRIATED + F ' S/S•a ACCESS HOLE(TYP) ANCHOR AND SPACING N > SEE GROMMET OR STRAP SYSTEMS X86g FOR ATTACHMENTS DETAILS(TYP) J9 still SEE TABLES FOR AND OPRIAATE 3B'-6'MAX.NON-SPAN LENGTH b BUILD-OUT MOUNT-SECTION m„a,,,�;,�N,�T,,,,ss, 9]OE TRAM INSTALIAnON(OPTfON 3)-M.TS ' EASY SCREEN SINGLE PANEL-ELEVATION WALL MOUNT-SECTION nBUILD-IN TION 16-3080 j 1E� Tmm 2 SIDED ATTAOMENT-VEFTCALOR HORIMITAL INSTAL1ATICH-N.T.S. °) TYPICAL SLIDE TRACY INSfALLJ1nON(OPT10N 1)-N.T.S. SLIDE TRAM LOUINSfALUnON(OPT10N 1)-N N lruteN NTe 1RAE5s NDTm 36 O i `VAA t41p�rD0,rt SEE SLIDE AND STRAP SYSTEMS =`(L:• NO FOR ALTERNATIVE ATTACHMENIB(TYP) EXISTING STRUCTI.WE(lYP) . REM 9JISTRATTS WC=OWL * °@'L BBCY1tOQP� _ Own ma RBO(N15ERM NO vm .. tm_ i r __-_ REMOVABLE FASTENER(TYP) (SEE TABLES FOR APPROPRIATE O,(;'•, F ANCHOR AND SPACING) ^�.••' wtm 8q7 7 N . 2 BRASS GROY3 NICKEL PYET •TED W ENLLN• s WW C, x 4 U. A: W 1{gg1{9S U4 zp �.. .. 11, Z(4y'( �nQ W 4 N W u m • .. •. IN W��W T ... 9 (J GROMMET-DETAIL @WALL MOUNT-SECTION H sDUE:ue:r YrPIrnLDUTAUAnoN(avnaN T)•nas. .. 192•MAX.SPAN WIDTH W GROMMET SCREEN SINGLE PANEL-ELEVATION ENTT.•.y1 TOXM2 SIDED A7TACKKT-VERTJCALCRHMMDNrALDWAUATION-NTS j I En TRACK BOLT(TMP) 12•YIN (SEE TRACK BOLT TABLE ON Q S `� �•I SHEETS 11 FOR SPACING) z OVERLAP IDG) 14 : 1-1 ,. :.?. TI-,. .,.+ ..(..._ .. .. TRACK(TVP) . .(.. � '. 'F' to 3e- L ;.,. . _.I S +'• �• ,'�. I J j� "i' I ' '- TRACK BOLT(TYP) ` • C ` T _ (SEE TRACK BaT G� Y a _ I TABLE ON SHEET �((7)�1T• (r T I,�T T�,?�� 11�.I i�.:;a �_ y� ' ' 'I 11 FOR SPACING) i+i + 1L-1-�T':,'' 11 jI�i�(' -- °✓. T:7_:�. i_ { - '+ .; 1.1:.}E,�. ((g i ti-i= {• I ��, • T ( Y IIITI'� t- i,J i, •F•roTRACK Soom OR - 8 e TRACK(TMP) I• p r� - -1=y' •�}� ;�;- --rii-j•i _ �i �. j- I i'r-(: •T•i• TAPcoN OR REMOVABLE FASIENI31` e c ) ,] -I- 1-�•i =i I i, - : '. -1�r 17 Y ) TAPCON OR REMOVABLE FASTENER tl .:...;.I+ ..11:1;{r-I. ...+,�-(.+• .:•1. •: .•I �'{ }sl�j' ...T. _. -I •'7.��: (SEE FASTENER TABLES ON (SEE FASTENER TABLES ON � 6� ��"- ,ti-rF SHEET 15 TO 17 FOR SPACING SHEETS 15 TO 17 FOR SPACING) ( 3 BUILD-IN MOUNT-SECTION �'F'TRACK MOUNT-SECTION 4 4E G NAIL SINGLE PANEL LENGTH(lYP) I SB'-6 MAX SINGLE PANEL LENGTH(lYP) ANGIm•F OR 57UODm INSTALLATION(OPTION -NT.S STAMM=OR BUILDOUT INSTAIWTION(OP1fOR])-R.TS �*+wReAaaecAeaowss• I-'--= UNLIMITED NON-SPAN LENGTH --+( UMJYf1E0 NDN-SPAN LENGTH 16-30810 V•1•1NT8 L0d=NOTED GROMMET SCREEN MULTIPLE PANEL-ELEVATION GROMMET SCREEN MULTIPLE PANEL-ELEVATION �+ LIPPED SOIfEN-YFRnm LAI muRIZONTALDWAUATION-N.T.S. OPTIORAL axum ATTAQIHitif•VERTICAL OR HORDMIALN6UUATIDN-N.TS. g BEN, t 6sn/uoo•P3; J 0.373.1.,, Oa13' 0.373' 0.31]• •--�(0.77]'� ``'t �':-• .'� I I ".713" rt-1• � � � I 0.]13. `��•��G£N 'i o.6se —� I 0.951" ?. PE004 2 0.658• 0.655' 0.650•TT _LL: No _ _T I 2.000' J'O STAT£OF 1.675- 0.093" 1.675' p. ' 0.09)' � � FLOP��•• %' •••........ 01 0 0.954' '77�SSIONP�% 0.093• 0.093 w S x (fes W� .��+ 85 �+--� ui 2.000 �� ALSO AULABLE 2.000" --� 2.000' j SY IN 2'A 3' Ula �Q� OrA BUILD-OUT WW 9 � REVERSE ANGLED'°F' F'TRACK STANDARD" TRACK STUDDED ANGLED TRACK On ANGLED"F'TRACK BUILD-OUT"F'TRACK CD67T6A10MIN M-6LttE11 bow-T6A10MINUM-SiJ1E 11 1� =� 6067-76 ALNMINWI-SGIE:l:l O 6061UM T6 AU."N -SCAIE:1:1 606176 At,1NINA4-SGOF;1:1 cc .1 .,...I._,,.,..... , l.+�, ; I !� i �� , ; ; :I i ZIPPER KEYNOTES - n� i { Z ,!,1 ,.{ A. (3)ROWS STITCHING EACH SIDE �a . OF 23PPER(THREAD:138 DENIER " !q,_C _^{ .�_V_"j: j:.;. POLYESTER) W B. ANY SPRING CLIP W/MINIMUM �` i !'-'•� A 7 :1 .{T -J1 --i.- -�-- RATING OF 50 LBS.W.L. {-a C. 2°WIDE SEAT BELT WEBBING WITH (n o LOOP M bit D. STRUCTURAL EDGE HEM.VARIES BY z 9 m m PANEL,SEE SHEET 1. 1"•� m p - y."-1-i•-{Il' -- �. E. 2'WIDE SEAT BELT WEBBING W/ {�'T�.l:;�1.�.�-_• y-;�.:_ , _'B_,,�: _t Vii _.;{.�-;::�-"'r '{ BOX STITCH I i- it 1 { F bb I•rll:...7i II!. .I:-.L.!.I!. .{ ..�I� � .I..I ,. 1.-r; UI NOTE: 3. APRROVED FOR UP TO 60PSF MAXIMUM _I S I'NTN. ---T � 2. MUST BE INSTALLED 1N SPAN DIRECTION 3. SHALL NOT PENETRATE HEMS U ll' . .. mnla°ruwwewne...w• 16-3080 6.00•MAX. ��wm��Nww SLIDE TRACK SLOT DETAIL 6WFF5AW11111UM-SC4E 1:2 .. 0 R T.i uin...... :E t �::�as=c�:as•aas:e�e saaoa==meaeaio"' rn. ..a.. e =e�..... e. E e.E. = r .. EE» .....=aaaaeosseaE'•¢'=•.EE€E5o •=e:r.:��:E jll �Il..e �€ ,:°€ee°:l00C::EE------- . III p CiIIE:EE€E.:Ee€€�::�:EE €_"_"=�Ei.III tll;e::e€s'EEEEEeEE�E::.:..:•_ •••••• ....... 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