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1 � STORM 4047 Okeechobee Blvd,Ste 106, SMART West Palm Beach, 53409 Phone(561)229-00404 8 of Southeast Florida w%wv.stormsmartsE.com Property Information Building Information Owner: Michael and Susan Nelson Wind Zone: 160 MPH. Address: 1207 Driftwood Lane Exposure Category: C Fort Pierce,FL 34982 Minimum Building Dimension: 8 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) IFElevation(ft) Pressure(psf) Pressure(psf) 1 Int '179 98.5 8.5 28.0 -30.9 2 Int 179 98.5 8.5 28.0 -30.9 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 w � m tilts BCIS Home Log In User Registratlon Hot Topics Submit.Surcharge I Stats&Facts Publications contact Us SCIS Site Map Links Search*I' Florida e Product ApprovalUSER:PublicUser Product AnnRrvat Mem,>Product or Applicadun Search>Application List>AppRwtlon Detail FL# FL11291-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i—i 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 1'71 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bernardo,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. +21 Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R7 COI Indeo 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 Equiv .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 II Dwal.ndf 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 forAE Evall.ndf 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 Dwg2.gdf 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 odf FL11291 R7 AE UV Letter.pil Created by Independent Third Party:Yes Oack 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 hem. Product Approval Accepts: Credit Card Safe 0 STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL "°TEsk......N�q,,; 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED 1N ACCORD FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE WILDING COD,FOR USE INSI EAN OUTSIDcTHEHIGD 201s INTERNATIo BUILDING CODE,FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICd11GL1 ZONE PER TAS 201,TAS 202,AND TAS 203 TESTING STANDARDS. 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL REFER TO TABLES EVALUATION AND SHALL ONLY BE USL ED IN CONIUNCTION WITH THE EVAWAROtk : _ STORM CATCHER THERMALAND OPTICAL PROPERTIES SUMMARY REPORT SUBMITTED FORTHE SAMEP RODUCT APPROVAL 9 ,. , .8.. 3. N033-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEDESIGk STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN THIS SYSTEM. WIND LOAD DURATION FACTOR CA.1.6 HAS BEEN USED FOR ATE OF ANCHOR DESIGN. T Pit TRV$,.• VCT-VISUAL LIGHT TRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 DESIGN PRESSURES 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS �1 - 11 SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITWJ LW 10 UVT-ULTRAVIOLET LIGHT TRAMSMFITANCE 0.12 0.14 0.12 0.06 0.07 THE GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LE55 THAN OR EQUAL SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.18 0.09 EVALUATION BASED ON: TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED KI FENESTRATION TESTING LABORATORY,INC. HEREIN FOR ANY ASSEMBLY AS SHOWN. : W 07 Ti p1n VLA-VLSUAL LIGHT REFLECTANCE 0.07 053 026 OA4 0.22 S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAIOMUM TESTED PRESSURES uJ SSR-SOLAR SPECTRUM REFLECTANCE 0.04 0.46 0.19 OA2 0.17 LAB.No. 8441 IAB.No. 7590 DIVIDED BY A 1.5 SAFETY FACTOR. ' - - --- 7 W O W u g EEEE3333 SHGC-SOLAR HEAT GAIN COEFFICIENT 0.17 0.25 0.17 0.17 0.14 PROJECT No. IS-5893 PROTECT No. 13-4387 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION L'n¢ �7 QQ 3g IAB.No. 8440 FILE No. 13.890 FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS U Q W 8(u o SHGC REOUCTION 78% 67% 78% 78% 82% PROJECT No. IS-5892 DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL ay SHGC PROPERTIES TESTED TO:NFRC 201-2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY LAB.EC 17-7 DOCUMENT. PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS KN IDR LAB.No. 7561 P0.0JC{T No. 17-7199 DOCUMENT. W O HOT BOX METHODS AND UTILIZING CLEAR,INSULATED GLASS. PROJECT No. 13.4387 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN - 0'+W FILE No. 13.890 LAB.No. 9818 10%. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT, MCC OPTICAL PROES TESTED TI): N & PERTILAB.No. 6026 PROJECT No. 17-7449 SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO A ASTM E972/ASTM E1084/ASHRAE 74 /NFRC 202 PROJECT No. 09-1664 MEET BUILDING ENVELOPE REQUIREMENTS. ow W ul FILE No. 09-66S LAB.No. 9834 S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO .Wi TESTING BY:ARCHITEMRALTESTING,INC.,FRESNO,CA PROJECT No. 17-7543 WITHSTAND SUPERIMPOSED LOADS.WOOD SUCKS(BY OTHERS)SHALL BE WHAT 19 SHGC? LAB.No. 9836 ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. ASIMPLEWAYTO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE I ISTME MAXIMUMAMOUNT OFSOLAR HEAT PROJECT No. 17-75x3 LAB.EC 17.7 9. .1. 30`0*FOR SPAN: V PROJECT No. 37.7449 9.1. 30'-0'FOR DESIGN PRESSURES UP TO+60 PSF GAINTHATCAN COMETHROUGH AWINDOWAND O IS THE LEASTAMOUNT.AN SHGC OF 0.25 THEN MEANSTHAT LAB.No. 97429.2. IV-0•FOR DESIGN PRESSURES UP T0t130 PSF z 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. PROJECT No. 17-7199 LAB.No. 9765 9.3. FOR GROMMET SCREENS:16'-0'FOR DESIGN PRESSURES UP TO&60 PSF WHAT IS VLT? PROJECT No. 17.7449 30.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2&9.3 ABOVE. VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 LAB.No. 9833 11.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER (n PROJECT No. 17.7543 IAB.No. 9647 PANEL CONTAINING THE FOLLOWING MINIMUM INFORMATION: w y AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTTNG. PROJECT No. 17-7199 STORM SMART INDUSTRIES,INC 6182 IDLEWILD STREET,FORT MYERS,FL 33956 PENIN STRUCTURAL HEMS APPROVED EDGES OUCT APPROVAL NO.Fu1291.2 F- PENING NO.M D ri eo 12.HURRICANE FABRIC PANELS MAY BE MOONING VERTICALLY OR HORIZONTALLY AS ffnn STRAP,LOOP•BUCKLE STRAP APPLICABLE WITH SEPARATION FROM GLAZING PER TABLE 3 ON SHEET 4. g i, 1.500 PANEL 1.500' LASER CUT EDGE PANEL 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICA yTIONS OR C ng NYLON CORDING AFFIRMATIONS ARE INTENDED. Z / NYLON LOFT TAPE STITCHING SPAN DIRECTION EDGE NO HEM 14.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. n / Ski-LOOP HEM 2'Pfila ROM HURRICANE BARRIER 8 FABRIC I.D./3 GROMMET 8-FOLD WELD PANEL POLYPROPYLENE MONOFILAMENT WOVEN INTO Q 1O 1.250' 1.250' �( W PANEL BASKET WEAVE DESIGN: F 0.250- 0.375- SPAN DIRECTION HEM: HEAT WELD BEIGE/BLACK(BROWN),BEIGE/WHITE(BONE), En rS OPTIONAL HEM STITCHING 2.PANEL RTU BLACK,BLACK/WHITE(GRAY),WHITE,BLACK L 1.500' 1.500 x STRAP.LOOP, R-FANO.HEM O FABRIC PANEL Jh'STRAP HEM L�-ITAAPE ESTRAP OR PANEL TYPICAL ROLL P_ �- MECHANICAL PROPERTIES TESTMETHOD UNIT VALUE G STITCHING BI-FOLD W/DOUBLE STITCHING MD I CD (n GRAB TENSILE STRENGTH ASTM D4632 LBS 500 550 2'BI FOLD TRAPEZOID TEAR STRENGTH ASTM D4533 LBS 200 250 �u STITCHING- DETAILS OR EQUAL MULLEN BURST ASTM 03786 PSI 750 SPAN DIRECTION-SCALE N.T.S. 0 PUNCTURE STRENGTH ASTM 04833 LBS 200 EE BUCKLE HEM 3Xt-STRAP HEM A MINIMUM OF 3 ROWS OF STITCHING IS REWIRED FOR SPAN AIR ROW ASTM D717 CFM 175 Bk - STRAP DIRECTION EDGES PERCENT OPEN AREAL COE-02215 % 5 E UV RESISTANCE(OLIN) ASTM 6I54 VS STRENGTH 70 DISTANCE BETWEEN ROWS OF RETAINEDg9 L 2'BI-FOLD L STICHING MAY VARY.STITCH PATTERNS 'Percent Open Arealsa MARV. oW�gL PANEL STRUCTURAL ATTACHMENT FOR STRAP&BUCKLEg7 DISPLAY REQUIRED NUMBER OF STITCH EPHMICAIOPERTIES TESTMETHOD UNR I TYPICALVALUE(3)ROWS STITCHING MIN.&BOK STITCH 0 EACH HEM OR EQUALROWS SHOWN,MINIMUM. HT ASTM D5261 OZ/YDL9.7/L ESSASTM D5199 MIL 210NYL NYLON CAPEINC STRAP SPECIFICATIONS: BUCKLE SPECIFICATIONS: CTION EPI/PPI 60X63/ NYLON TUFT TAPE'TTCHN(' PATTERN:XSOO.1D00 PATTERN:SPIKE TEETH GRIP NTENT IW%PP 16-3080 FABRIC E W1D1H/DIAMEIER: 1.875'+/-0.063• WIDTH/DIAMETER- 25*+/-0.10' SEWING: SCAl1BNT6 UNLESS NOTE STANDARD HEM Om THICKNESS 0.050'+/-0.010' THICKNESS:0.050'+/-0.010' 36 ,,'0.25'. 0.25' AVERAGE BREAK STRENGTH:6000 LBS MATERIAL ACETAL T138 POLYESTER THREAD(FOR ALL SPANS @+/-130PSF) _ MATERIALPOLYESTER 2400/2640 PTFE THREAD(FOR SPANS UP TO 161&+/-130P5F) 8 1'75 IHVHZ APPROVED GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. CO_j TABLE 1 _. 11L6ieoo5+� yuce LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM `��� �/ � Tx=PARALLEL LOADS(PLF) DE9IGNPRESSURE •• �` 10 5 ' SPAN 30 PSF 35 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 115 PSF 120 PSF 125 PSF 130 PSF No 5.1§�. 3'-0" 257.2 285.0 311.6 337.0 361.5 386.3 408.3 430.6 452.5 473.8 494.6 515.0 535.0 554.6 573.9 592.9 611.6 630.0 648.1 666.0 683.6 -_>1C: 9 ��• - 3'-0" 285.0_ 315.9 345.3 373.5 400.7 427.0 452.5 477.3 501.4 525.0 548.1 570.7 592.9 614.6 636.0 657.1 677.8 698.1 7182 738.0 757.6 S-0'• ; 4'-0" _ 311.6 __345.3 377.4 408.3 438.0 466.7 494.6 521.7 648.1 573.9 599.1 623.9 648.1 671.9 6952 718.2 740.9 763.1 785.1 806.8 828.1 �� •'. 4'•G' _ 337.0 373.5 408.3 441.6 473.8 504.8 535.0 564.3 592.9 620.8 648.1 674.8 701.0 726.8 752.0 778.9 801.4 825.5 849.2 872.7 895.8 �iO'c •. ?� ��\ _ 5'-0" 361.5 400.7 438.0 473.8 508.2 541.6 573,9 605.4 636.0 666.0 695.2 723.9 752.0 779.6 806.8 833.4 859.7 885.5 911.0, 936.2 961.0 "�M` 5'-0'• 385.3 427.0 466.7 504.8 641.6 577.1 611.6 645.1 677.8 709.7 740.9 771.4 801.4 830.8 859.7 888.1 916.1 943.6 970.8 997.6 1024.0 SIII J $m 6'-0" 408.3 452.5 494.6 535.0 573.9 611.6 648.1 683.6 718.2 752.0 785.1 817.5 849.2 MA 911.0 941.1 970.8 1000.0 1028.0 1057.2 1085.2 - Wu. y 6'-6" 430.6 477.3 521.7 564.3 605.4 645.1 683.6 721.1 767.6 793.3 828.1 862.3 895.8 928.7 961.0 992.7 1024.0 1054.8 10852 1115.1-- 1144.6 ZW Oa.]u�l T-0" 452.5 501.4 I 548.1 592.9 636.0 677.8 718.2 757.6 796.0 633.4 870.1 906.0 941.1 975.7 1009.6 1043.0 1075.9 11082 1140.1 1171.6 1202.6 � p�� s LT� _T-0" 473.8 525.0 573.9 620.8 666.0 709.7 762.0 793.3 833.4 872.7 911.0 948.6 985.4 1021.6 10572 1092.1 1126.5 1160.4 1193.8 1226.7 12592 W X 0-9 f.z 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 1211.4 1246.3 1280.7 1314.6 Z LLI 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 1071.2 1110.5 11492 1187.1 1224.5 1261.4 1 1297,7 1333.5 1368.8 o•+w � V-r 535.0 592.9 648.1 701.0 752.0 801.4 8492 895.8 941.1 985.4 1028.8 10712 1112.8 1153.7 1193.8 1233.3 1272.1 1310.4 1348.1 1385.3 1422.0 3 IL'c u L9 ix9'-0" 554.6 614.6 671.9 726.8 779.6 830.8 880.4 928.7 975.7 1021.6 1066.5 1110.5 1153.7 1196.0 1237.6 1278.5 1318.8 1358.5 1 1397.6 1436.1 14742 OW ui 10'-0" 573.9 636.0 695.2 752.0 806.8 859.7 911,0 1 961.0 1009.6 10572 1103.6 11492 1193.8 1237.6 1280.7 1323.0 1364.7 1405.7 1446.2 1486.1 1525.4 O 10'-6" 592.9 657.1 718.2 776.9 833.4 888.1 941.1 1 992.7 1043.0 1092.1 1140.1 1187.1 1233.3 1278.5 1323.0 1366.7 1409.8 14522 1494.0 1535.2 1575.9 11'-0" 611.6 677.8 740.9 801.4 859.7 916.1 970.8 1024.0 1075.9 1 1126.5 1176.0 1224.5 1272.1 1318.8 1364.7 1409.8 14642 1497.9 1541.0 1583.6 1625.5 11' " 630.0 698.1 763.1 825.5 885.5 8 943.6 1000.0 1054. 11082 1160.4 1211.4 1261.4 1310.4 1358.5 1405.7 1452.2 1497.9 1543.0 1587.4 1631.2 1674.4 Z •6 r_+ 1r-0" 648.1 718.2 785.1 849.2 911.0 970.8 1028.8 1085.2 1140.1 1193.8 1246.3 1297.7 1348.1 1397.6 14462 1494.0 1541.0 1587.4 1633.1 1678.1 1722.6 H 12'-6" 666.0 738.0 806.8 872.7 936.2 1 997.6 10572 1115.1 1171.6 1226.7 1280.7 1333.5 1385.3 1436.1 1486.1 1535.2 1583.6 1631.2 1678.1 1724.4 1770.1_ n 13'-0" 683.6 767.6 828.1 895.8 961.0 ' 1024.0 10852 1144.6 1202.6 1259.2 1314.6 1368.8 1422.0 1474.2 1525.4 1575.9 1625.6_ 1674.4 1722.6 1770.1 1817.0 W N 13'-6" 701.0 776.9 849.2 918.6 -985.4--f 1050.1 1112.8 1173.8 1233.3 1291.3 1348.1 1403.7 1458.2 1511.7 1564.3 1616.0 1666.9 1717.1 1766.5 1815.2 1863.3 14'-0" 718.2 796.0 870.1 841.1 1009.6 1075.9 1140.1 1202.6 1263.5 1323.0 1381.2 1438.1 1494.0 1548.8 1602.7 1655.7 1707.8 17592 1809.8 1859.8 1909.0 14'•6" 7352 8 4.8 890.7 963.4 1033.5 1101.3 1167.1 1231.1 1293.4 1354.3 1413.9 1472.2 1529.3 1585.5 1640.6 1694.9 1748.3 1800.8 1852.7 1903.8 1954.2 15'-0" 752.0 833.4 911.0 985.4 10572 1 1126.5 1193.8 1259.2 1323.0 1385.3 14462 1505.8 1564.3 1621.7 1678.1 1733.6 17882 1842.0 1895.0 1947.3 1998.9 M = 15'-6" 768.7 931.2 1007.2 1080.5 1151.4 1220.2 1287.0 1352.2 1415.9 1478.1 1539.1 1598.9 1657.6 17152 1771.9 1827.7 1882.7 1936.91990.3 2043.1 0 16'-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 1751.9 1809.8 1866.8 1923.0 1978.3 2032.9 2086.8 m 801.1 - --887.8 970.4 1049.7 1126.1 1199.9 1271.6 o o~e 1T-0" 816.6 _905.0 969.3 1070.1 1147.9 1223.2 1206.3 �•+g" 4 1T-0" 831.9 921.9 -1D07.8 1090.1 _1169.4 1246.1 1320.6 n 18'-0" 846.9 938.6 1026.0 1109.8 1190.5 1268.6 1344.4 18'-0" 861.7 954.9 1043.8 1129.1 1211.3 1 1290.7 1367.8 € 19'-0" 8762 971.0 1061.4 1148.1 1231.6 1 1312.4 1390.8 - S 19'-0" 890.4 986.7 1078.6 1166.7 1251.6 1333.7 1413.4 O P 20'-0" 904.3 1002.2 1095.5 1185.0 1271.2 1354.6 1435.5 F 20'-6" 918.0 1017.3 1112.0 1202.9 1290.4 1376.1 1457.2 21'-0" 931.3 1032.1- i 8 1220.4 1309.2 1395.1 1478.4 5 3 21'-6" 944.4 1046.6 1144.1_ 1237.5 1327.6 1414.7 1499.2 22'-0" 957.2 1060.6 1 1159.6 71254.3 1345.6 1433.8 1519.5 € 1 2r-0" 969.7 1074.6 1174.7 1270.7 1363.1 1452.5 1539.3 Ty=PERPENDICULAR LOADS 23'-0" 981.9 1088.1 1189.5 1286.6 1380.2 1470.8 1558.6 (EITHER DIRECTION) T=SCREEN TENSION t'n5� 23'•6" 993.7 1101.3 1203.8 1302.2 1396.9 1488.5 1577.4 24'-0" 1005.3 1114.1 1217.8 1317.3 1413.1 1505.8 1595.7 Tx=PARALLEL LOADS �Oa 24'- 1016.4 1126.6 1231.3 1331.9 1428.8 1522.6 1613.5 6" EE 3 25'-0" 1027.3 1138.6 1244.5 1346.1 1444.1 1538.8 1630.7 :r8 25'4" 1037.8 1150.1 1257.2 (1359.9 1458.8 1554.5 1 1647.4 26'-0" 1047.9 1161.3 1269.4 1373.1 1473.0 1569.7 1663.4 LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN, SLIDE TRACK, GROMMET,AND 26'-" 1057.6 1172.0 1 1281.2 1385.8 1486.7 1584.2 1678.8 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. IN . . . . 27•-0" 1066.9 1182.4 1292.4 1398.0 1499.7 1598.1 1693.6 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS ' 2r-6" 1075.8 11922 13032 1409.6 1512.2 1611.4 1707.7 16-3080 28'-0" 10842 1201.5 1313.4 1420.7 1524.0 1624.0 1721.0 iGILtNTB UM.68 NOT® 28'-6" 1092.1__ 1210.3 1323.0 1431.1 1535.2 1635.9 1733.6 29'-0" _1099.6__1218,6 _1332.0 1440.8 1545.7 1647.1 1746.4 ^� 29'fi 1106.5 1226.2 - 1340.4 1449.9 1555.4 1657.4 1756.4 30'-0" 1112.8 1233.3 1348.1 14582 1564.3 1666.9 1766.5 iK l.6E'ENWUiDO,�.E. TABLE 2 LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Ty=PERPENDICULAR LOADS(PLF) 1� 1 SPAN DESIGN PRESSURE _ 30 PSF 35 PSF 40 PSF 45 PSF 50 PSF 55 PSF 60 PSF 65 PSF 70 PSF 75 PSF 1 80 PSF 85 PSF 90 PSF 95 PSF 100 PSF 105 PSF 110 PSF 115 PSF 120 PSF 125 PSF 130 PSF `IL�. No P T-0" 45.0 52.5 60.0 67.5 75.0 82.5 90.0 97.5 105.0 112.5 120.0 127.5 135.0 142.5 150.0 157.5 165.0 172.5 180.0 187.5 195.0 * ; y L P•€ 3'-0" 52.5 61.3 70.0 78.8 87.5 96.3 105.0 113.8 122.5 131.3 , 140.0 148.8 157.5 166.3 175.0 183.8 192.5 201.3 210.0 218.8 227.5 .Q W 4'-0" 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 240.0 250.0 260.0 S 4'-0" 67.5 78.890.0 101.3 112.5 123.8 135.0 146.3 157.6 168.8 180.0 191.3 202.5 213.8 225.0 236.3 247.5 258.6 270.0 281.3 292.5 '��� 5'-0" _ 75.0 _ 87.5_ 100.0 112.6 125.0 137.5 150.0 162.5 176.0 187.6 200.0 212.5 225.0 237.5 250.0 262.5 275.0 287.5 300.0 312.5 325.0 �tS'S+-0" 6E 5'-0" 82.6 82.5 96.3 110.0 123.8 137.6 151.3 165.0 178.8 192.5 206.3 220.0 233.8 247.5 261.3 275.0 288.8 302.5 316.3 330.0 343.8 357.5 ��i UGJ M 8N 6' 90.0 105.0 120.0 135,0 150.0 165.0 180,0 195.0 210.0 225.0 240.0 255.0 270.0 285.0 300.0 315.0 330.0 345.0 360.0 375.0 390.0 I (f� LL N uNi 61-0" 97.6 113.8 130.0 1 146.3 162.5 178.8 195.0 211.3 227.5 243.8 260.0 276.3 292.5 308.8 325.0 341.3 357.5 373.8 390.0 406.3 •422:5 WW rod. € 7'-0" 105.0 122.5 140.0 157.5 175.0 192.5 210.0 227.6 245.0 262.5 280.0 297.5 315.0 332.5 350.0 367.5 385.0 402.5 420.0 437.5 455.0 ? ro O a gg0 3 T.6" 112.5 131.3 150.0 168.8 187.5 206.3 225.0 243.8 262.5 281.3 300.0 318.6 337.5 356.3 375.0 393.8 412.5 431.3 450.0 468.8 487.5 4 o e m =o W.O. 120.0 140.0 160.0 180.0 200.0 220.0 240.0 260.0 280.0 300.0 320.0 340.0 360.0 380.0 400.0 420.0 440.0 460.0 480.0 500.0 520.0 L7`(J $ W ��Lu 8'-0" 127.5 148.8 170.0 191.3 212.5 233.8 255,0 276.3 297.5 318.8 340.0 361.3 382.5 403.8 425.0 446.3 487.5 488.8 510.0 531.3 552.5 � w �z 9'-0" 135.0 157.5 180.0 202.5 226.0 247.5 270.0 292.5 315.0 337.5 360.0 382.5 _ 405.0 427.5 450.0 472.5 495.0 517.5 540.0 562.6 585.0 N V z 9'-0" 142.5 166.3 190.0 213.8 237.5 261.3 285.0 308.8 332.5 356.3 380.0 403.8 427.5 451.3 475.0 498.8 522.5 646.3 570.0 593.8 617.5 .. all 10'-0" 150.0 175.0 200.0 225.0 250.0 275.0 300.0 325.0 350.0 375.0 400.0 425.0 450.0 475.0 600.0 525.0 550.0 575.0 600.0 625.0 650.0 O 101•6" 157.5 183.8 210.0 236.3 262.5 288.8 315.0 341.3 367.5 393.8 420.0 446.3 472.5 498.8 525.0 551.3 577.5 603.6 630.0 656.3 682.5 11'-0" 165.0 192.5 220.0 247.5 275.0 302.5 330.0 357.5 385.0 412.5 440.0 467.5 495.0 522.5 550.0 577.5 605.0 632.5 660.0 687.5 715.0 172.5 201.3 230.0 258.8 287.5 316.3 345.0 373.8 402.5 431.3 460.0 488.8 517.5 546.3 575.0 603.8 632.5 661.3 690.0 718.8 747.5 12'-0" 180.0 210.0 240.0 270.0 300.0 330.0 360.0 390.0 420.0 450.0 480.0 510.0 540.0 570.0 600.0 630.0 660.0 690.0 720.0 750.0 780.0 z 12'-0" 187.5 218.8 250.0 281.3 312.5 343.8 375.0 406.3 437.5 _ _ 468.8 500.0 531.3 562.5 593.8 625.0 656.3 687.5 718.8 750.0 781.3 812.5 V � 13'-0" 195.0 227.5 260.0 292.5 325.0 357.5 390.0 422.5 455.0 487.5 520.0 652.5 585.0 617.5 650.0 682.5 715.0 747.5 780.0 812.5 845.0 W n 13'-0" 202.5 236.3 270.0 303.8 337.5 371.3 405.0 438.8 472.5 506.3 540.0 673.8 607.5 641.3 675.0 708.8 742.5 776.3 810.0 843.8 877.5 14'-0" 210.0 245.0 280.0 315.0 350.0 385.0 420.0 455.0 490.0 525.0 560.0 595.0 630.0 665.0 700.0 735.0 770.0 805.0 840.0 875.0 910.0 14'-0" 217.6 290.0 326.3 362.5 398.8 435.0 471.3 507.5 543.8 580.0 616.3 652.5 688.8 725.0 761.3 797.5 833.8 970.0 906.3 942.5 c 15'-0" 225.0 262.5 300.0 337.6 375.0 412.6 450.0 487.5 525.0 562.5 600.0 637.5 675.0 712.5 750.0 787.5 825.0 862.5 900.0 937.5 975.0 ti �ti 15-6" 232.5 271.3 310.0 348.8 387.5 ! 426.3 465.0 503.8 5425 581.3 620.0 658.8 697.5 736.3 775.0 813.8 852.5 891.3 930.0 968.8 1007.5 z m D? 16'-0" 240.0 280.0 320.0 360.0 400.0 440.0 480.0 520.0 560.0 600.0 640.0 680.0 720.0 780.0 800.0 940.0 880.0 920.0 960.0 1000.0 1040.0 _ 16'-0" 247.5 268.8 330.0 371.3 412.5 453.8 495.0 F, o arc M 1T-0" _255.0 297.5 340.0_ 382.5 425.0 _ 467.5 510.0 4 17-6" 262.5 306.3 _350.0 393.8 437.5 481.3 525.0 Q u 9 18'-0" 1 270.0 315.0 360.0 405.0 450.0 495.0 540.0 2: g cif 18'-6" 277.6 323.8 370.0 416.3 462.6 508.8 555.0 K 19'-0" 285.0 332.5 380.0 427.5 475.0 522.5 570.0 s 19'-0" 292.5 341.3 390.0 438.8 487.5-T 536.3 585.0 20'-0" 300.0 350.0 400.0 450.0 500.0 550.0 600.0 20'-6" 307.5 358.8_ 410.0 461.3 512.5 563.8 615.0 V) 21'-0" 315.0 367.6 _420.0 472.5 525.0 577.6 630.0 21'-6" 322.5 376.3 430.0 483.8 537.6 591.3 645.0 g 22-0' 330.0 385.0 440.0 495.0 550.0 605.0 660.0 @§ 22'-6" 337.5 393.8 459.0 596.3 562.5 618.8 675.0 Ty=PERPENDICULAR LOADS 23'-0" 345.0 402.6 460.0 517.5 575.0 632.5 699.0 (EITHER DIRECTION) T=SCREEN TENSIONS , 8Y 23'•6" 352.5 411.3 470.0 528.8 587.5 646.3 705.0 s �R 24'-0" 360.0 420.0 480.0 540.0 600.0 660.0 720.0 �O 4 Tx--PARALLEL LOADS 246" 367.5 428.8 __490.0 551.3 612.6 _673.8_ 735.0 l 25'-0" 375.0 437.5 600.0 562.5 625.0 687.5 750.0 iWS 25'•6" 382.5 446.3 510.0 573.8 637.5 701.3 765.0 eg 26'-0" 390.0 455.0 520.0 585.0 650.0 715.0 780.0 LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN,SLIDE TRACK, GROMMET,AND 26'-s' 397.5 463.8 530.0 596.3 662.5 728.8 795.0STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. H , 27' SIDE,SLIDEGROMMET,&STRAP INSTALLATIONS -0" 405.0 472.5 540.0 607.5 •675.0 742.5 810.0 27.8' 412.6 481.3 550.0 618.8 687.5 756.3 825.0 16-3080 28'-0" 420.0 490.0 560.0 630.0 700.0 770.0 840.0 GI UNLESS NOTED 28'-6" __427.5 498.8 570.0 641.3 712.5 783.8_ 855.0 _ 29'-0" 435.0 507.6 580.0_ 652.5 725.0 797.5 870.0 29'-0" 442.5 516.3 590.0 663.8 737.5 811.3N5.0 30'-0" 450.0 525.0 600.0 675.0 750.0 825.0 900.0 .. .. .. 1\�` P.E. MINIMUM SEPARATION FROM GLAZING VALUES �� 9R TABLE 3 N/A LOAD+PS Fabric Span 90 35 40 45 60 55 60 R510 75 60 86 80 95 100 105 110 116 120 125 130 - L! 3.008 2.30" 2.3r 2.43` 2.49' 2.54` 2.69' 2.64' 2.68" 2.72` 2.76' 2.80• 2.84' 2.8r 2.91' 2.94" 2.9r 3.00" 3.03" 3.05 3.09` 3.12"= KL BEtdU800, 3.50 R 2.80• 268' 2.76' 2.63' 2.89' 2.95" 3.01' 3.06' 3.12' 3.17' 3.21• 316' _ 3.30' 3.34• 3.38' 3.42' 3.46" 3.50" 3.63' 3.57' 3.60• --p•'.. 4.00 It 2.91' 3.01' 3.10' 3.18' 3.26' 3.33' 3.40' 3.47' 1 3.53' 3.59• 3.84• 3.70" 3.75" 3.80" 3.85" 3.89" 3.94" 3.98' 4.03" 4.0r 4.11• f� ATE 4.SOft 3.23' 3.35' 3.46' 3.55' 3.64' 3.73• 3.81" 3.69' 3.96" 4.03' 4.09" 4.16' 4.22" 4.26` 4.33• 4.39" 4.44• _ 4.49" 4.64' 4.59• 4.64' �i�.t��'••F •'gip\,`� 5.00 ft 3.57' 3.70' _ 3.83" 3.94' 4.04• 4.14" 4.23' 4.32" 4.40' 4.48•_ 4.66" 4.63' 4.70' 4.7r 4.83' _ 4.90' 4.96• 5.02" 5.07" 5.50fl 3.91• 4.Or 4.21• 4.34' 4.48• 4.57" 4.6T 4.7r 4.8r 4.96' 5.04' 5.1r 5.20` 5.28" 5.35• 5Ar 5.49" 5.56' 5.63' 5.69" 5.76' �// 1 Mum Bs 6.008 4.27' 4.46' 4.60" 4.76' 4.88" 5.01' 5.12" 5.24' 6.34' 5.44' 5.54' 5.63' 5.72' 5.81• 5.89" 5.9r 6.05' 6.17 6.20' 617- 6.34' 6.50 ft 4.64' 4.83' 5.01' 1 S.1r 5.37 1 5.46" 5.69' 6.71• 5.83' 5.94• 1 6.05' 6.15' 6.25' 6.35' 6.44- 8.53' I 6.62' 6.70" 6.78' 6.88' 8.94' W( r,y 0• 7.00 fl 5.02' 5.23` 6.43' 5.60' 5.7r 5.9r 6.07- 6.20' 8.33' 6.46' 6.56' 6.69' 6.80' 6.90" 7.01• 7.10' 7.20" 7.29" 7.38 - 7;4r 7.55' Z W O . F 8 7.50 5.41• 6.64' 5.85" 6.05` 623• 6.39" 6.55" 6.70• 6.85' 6.98" 7.11• 7.24• 7.36' 7.4r 7.58' 7.69' 7.80' 7.90' 6.00' 8.09• 8.19' Z��111 5 g 8.00 R 5.60" 6.06' 6.29' 6.50• 6.70" 6.88" 7.05, 7.27 7.3r 7.52' 7.66" 7.80" 7.93' 8.05• 8.15 829' 8.41" 8.52' 6.63' 8.73' 8.83' IU�i < m�a 8.50 R 6.21' 6.48' 6.73" 6.98' 7.18• 7.3r 7.56' 7.74" 7.91" &Or 8.22" 8.3T 8.51" 8.65" 8.78" 8.91' 9.03• 9.15' 917- 9.38' 9.49• Z X �N mm 62 9.00 R 8.67 8.07 7.18' 7.43' 7.66' 7.89" 6.08' 8.27- 8.48' 8.63' 8.78' 8.95' 9.11" 9.25' 9.40' 9.53' 9.67' 9.80' 9.92' 10.04' _ 10.16' Lu W, $�y W IIgAA Z 9.50 ft 7.04' 7.36' 7.65• 7.92" 8.18' 8.39' 8.81" 8.87 9.01' 9.20' 9.38" 9.55• 9.71• 9.87" 10.02" loAr 10.32' 10.45" 10.59" 10.77 10.85" Irp 10.0011 7Ar _7.81' _ 8.12' 8.40" 8.6r 8.92' 9.15' 9.3r 9.58• 9.78" 9.97- 10.15" 10.33' 10.60' 10.66• 10.8r 10.97' 11.tr 1127- 11.41' 11.55" 134 L x 10.50ft ---7.90' 6.27' 8.60' 8.90' 9.16' 9.45" 9.70' 8.93" 10.18' 10.37- 10.57- 10.77- 10.96' 11.14' 11.31• 11.48• 11.85• 11.80' 11.98' 12.11• 12.25" Ui 5+ 11.00ft 8.35' 8.73' 9.08' 9.41" 9.71• 9.99" 1015' 10.50" 10.74' 10.9r 11.19' 11.39' 11.59•_ _ 11.79' 11.9r 12.15' 12.33' 12.50' 12.68• 12.87 12.98• .+ ' _ 11.50 R _ 8.79' _ 9.20' 9.58' 9.97 10.24' 10.54• 10.87' 11.08' 11.34' 11.66" 11.81' 12.03' 12.24' 12.44' 12.64" 12.83" 13.Or 1320' 13.37- 13.54' 13.71' '12.00191 9.25' 9.68• 10.08' 10.44• 10.78' 11.10' 11.39" 1 ter 11.94• 1220" 12.44' 12.6r 12.90" 13.11' 13.32• 13.52' 13.72' 13.91' 14.09' 14.27- 14.45' 12.60 ft 9.71• 10.1r 10.59' 10.97- 11.33' 11.66' 11.97- 122r 12.55• 12.87' 13.08' 13.33' 13.56' 13.79' 14.01• 1427 14.43' 14.63' 14.83' 15.02" 1520` z 13.00R 10.18" 10.88" 11.10' 11.51' 11.86' 1223' 12.56• 12.88' 13.17- 13.46' 13.73' 13.99• 14.24' 14.48' 14.71• 14.93" 15.15' 15.36' 15.5r 15.7r 15.96" ►-� S 13.50 ft 10.65" 11.16" 11.87 12.05• 12.44' 12.61' 13.16' 13.49" 13.80` 1 14.10' 14.38' 14.66' 14.92" 15.17- 15.4r 15.65 15.86• 18.10" 16.32, 16.63' 16.73• ^ p 14.00 ft 11.13' 11.6r 12.15' 12.60` 13.01" 13.40' 13.76" 14.11" 14.44' 1 14.75• 15.05• 15.34• 15.61' 15.88" 16.13• 18.38• 16.6r 16.85 17.08' 17.30' 17.52• W M 11.50ft 11.62• 12.18' 12.68• 13.15• 13.59" 13.99" 14.38" 14.74" 15.08' 15.41• 15.72' 16.02• 16.31' 16.59" 16.85 17.12* 17.3r 17.61• 17.85 18.08' 18.31' 15.008 12.11• 12.69' 13.2r 13.71" 14.1r 14.59" 14.99" 1b.3T 15.73' 18.07- 16.40' 16.72' 17.07 17.31' 17.59' 17.86' 18.13" 18.36' 10.83' 18.8T 18.11' 15.508 12.60' 13.22 13.7r 14.28' 14.78" 1520" 15.67 16.01' 18.39' 16.75' 17.09' 17.47 17.74' 18.04• 18.33" 18.87 18.69" 1 19,15 1 19.42 19.6r 19.97 ta 16.008 13.11' 13.74' 14.32" 14.88' 1b.35 15.87' 16.25 16.68' 17.08' 17.43• 17.79" 18.13' 18.46' 18.78' 19.08" 19.38- 19.87' 19.95• 2022' 1 20.48' -i'0.74- 16.50 0.74'18.508 /3.67- 14.34' 14.94' 15.50' 18.07' 16.60" 18.96" 17.00 R 1417- 14.9r 16.61' 16.19• 16.73' 1724' 17.77 z a �. 17.50 ft 14.89' 15.Br _16.28• 16.90' 17.46' 18.00" 18.50' H -- 10.08" 15.5r --16.28• 16.96• 17.62' 16.21' 18.7r 1919` 16.50 8 _ 16.17- 16.9r 17.69" 18.36" 18.98• I 19.68• 20.11' ti m S 19.0oft 18.83' 17.88' 16.47 19.12" 19.7T 20.37' 20.94' Q e 19.50 ft ----17.51`----18.38 19.1r i 19.90" 20.5r __21.21"_.. 21.8T _._..-_..«-...20.008 18.21' 19.11•_ _19.94' 20.70" 21.40" 22.08• � 22.88'_ N 20.608 18.92" 19.8r 20.72' 21.51` 2215' 22.93" 23.58" tg C 21.008 19.65 20.84' 21.53" 22.35 23.17 23.83' 24.50" �21.5D ft 20.40' 21.43` 22.36• 23.21' 24.01' 24.75 25.45 GLAZING O 22.00 R 21.18' 22.24• 23.21 24.10' 24.9r 25.69• 26.42' 22.50 It 21.9r 23.Or 24.08' 25.00" 25.86' 26.65' 27,42" SCREEN N. 23.00 ft 22.78' 23.93' 24.9r 25.93" 28.83• 27.88" 28.44• r 23.50 R 23.62• 24.81• 26.90' 26.89" 27.87 28.66' 29.50' 95' @6 24.00 It 1 24.48' 25.72" 26.64• i 27.88' 28.64" 29.74" 30.56• DEFLECTION MUST BE DEFLECTION MUST BE @� 24.508 25.36- 26.85 27.ar 28.89' zs.ea• 30.82" 31.70• MEASURED AT PANEL MEASURED AT PANEL 25.008 2&28' 27.61" 28.62' 29.93' 30.97- 31.94• 3z.as• MID-SPAN. SEE TABLE 25.508 27.22' 28.60" 29.85 31.01" 32.08' 33.09" I 34.03• ABOVE FOR MINIMUM MID-SPAN. SEE TABLE €� a �12 26.oDR 28.19 2796r 30 gr 32.12• 33.23• 3a.zr 35.25• SEPARATION FROM GLAZING. ABOVE FOR MINIMUM 28.608 __29.19" _ 30.87- _32.07_ 33.28' 34.47' 35.50' 36.51• SEPARATION FROM GLAZING. 27.00R -30.27 31.76" 33.16' 34.45' 35.64• -38.76' 37.02' m6b 27.50ft 3119" 32.89" 34.34• 35.BT 38.91' ! 38.Or 39.16' SCREEN GLAZING 28.008 32.40' 34.05 35.56" 36.94' 38.23' 39.43' 40.58• 28.608 33.55' 3516• 36.82 I 38.25 39.59' 40.83" 42.01' t- Hill 29.008 34.74' 36.57' 38.14" 39.82" 41.00" 42.30` 43.61• DEFLECTION DIAGRAM DEFLEMON DIAGRAM 29.50 R 35.98' 37.83' 39.60" 41.04' 42.48' 43.81' 45.Or mPr 16-3080 30.00 R3718' 39.19` 1 40.93• 42.52• 44.01' 45.40" 46.70` .. SCU&NTS UNLESS NOTED .q � ■ 1 a o :::o. �ouo■ o:. wu a 1 ' ism...................... m.-::••E::ms::.egg..i m �. n■u. ooni... ounono.u.::o oou. n.uu _::•:••::••::::::m�iEoou.:.u..............:' :u:u::..un..I::::::5:.::::E::::E::::.:1 1", 11 ■uuao.l ua■..........ra........aou o:.:.:o.aool oaa.uuouou..uauuuu;::■ LOaO\w.a.\■a\i.1...U. :..;.. :•m:• ■1.0 mmm: --IN�::::::■: .EYI t e E:.e m:..NUN::s::.• : •:■ IN 1. r� 1 a..n■\a.... ■ ■ 1:::.:n..■�■■n......... .;;mmmam....... a.ao.aa....... ...E .aov. ...............■a..u.:muo.■■:.w.■■...W..1 .a■■.....■;..a.....■nn....r..............1 ......:::EE.:E..u.E.u.E.niEEm:::•:::::::m.l i:: a.u:o. •::N•mu■ .0 1 ::.......s:::. :::m:u:u:•:::u::no::u:m:m.`•uw:::::.....•m! ...aa.u;;;oaum ....IN.p ao.a.a:• 1 1 �....; W... ..5.u:G.:.: ;......i •Eim•E ••••EE.E Emm....E..••:•:•mm e::.:se ::....::..........0 .. .::: un.a.11 _ ■ I.n....Ym...a.....n.n.:E.m:.. mm■m:mn{� �+^ ]� no; Wil _•:1�••liea•:e'en�le'e��e`!i�es••5.7�:'e:_:eCi�::mi:mm ..]] 1 11 r o 11 •• • • - 1 1 •i 7 - . ......... nE.o.0max••u•.um� ......--`ini.;uE;EI EEs�EE"Wm�`i�EE! • �::s::Eg •EE m .;sEE e: E mEEs:mo:::s�M:l .nE:�::•.m.mmm,ai in W : ;n;.nn.nu. ■ :m.mo: Oe•Y. a.Oaa• ■i no'..a w ■mo •n.u.. ■. .aa.0 1 1 1• 8 1 1 a ��.�e.•. E; ... ....� uQv;onuu.a.. u.:ir.0.■i:uua:r�lil •a•emmm •s s• E�EEEEEEE'�� �e... ..om�amme°••`•;;e'm5 ggseUm mmem�eee:e°�mI v Eall M ...n � :Eem:s aEEc:cmm.m.e�j. EEdE�;;gm.EEE ..=. •■C:.E;EEB€�e..m:.:�.: .: :...W.;E:W. .an.m .aa.\E�. �.. Wm:•n:a ..E ...:.E ��0000 •:: . mE::e:`E�mm •.• .:m m •mmmm'neee:Emm::. E:eEI:•�:.offi�. :s•:s::m: :: ms: s:memssammmsm„g:E� 0 11" •; .....E�:•••• IMMM mEE��:'m:::cm�;cn :E em; EEW■s. . . .. ll,l4i E ::;;I AIN I. ...n.. : •S us m:'ll g m:w:sE:: I�:Esp:p.•mmsema tem sE6 E ie :see EEE i'EmmE'eEE' ., . 1 1 N :mE€E mE ■n � �m o m:. Emi'■EE Ee`�:E. f �E.m,EEEour.4.s mm �i„; CvS......r.W. . _ee�aL••�1n'•CsCuaiCie u uaneuuC• ■ •u_s...E�CC■e: 5 L 4Y saF-TAPPING . NSGII THE APPROPRIATE ANCHORS TTI THE GNEN RSTIlI APPROPRIATE ANCHORS / `SAA BENLO ,P.EsuesTRATE®z4'o.c.(ttP). xuo Box AxcxoRs 2x2lU/e' SMS 3'FROM EACH ENl . L`.•••••IRE NOT REQUIRED FOR STRUCTURAL SUPPORT OF CONTINUOUS AS NEEDED TO PREOEMSYSTEM AHO 7FORaDRE 00 NOT FOLIDN TIO ALUIONUM ANGLE HOUSNG FROM SAGGING. Jf'ET 3 FORBUILQUIT HEADER MD 24'O.G(IMP) �ANCHOR TABLE SCHSEE SHEEP 3 Fat LUBE OPTaRS ABRO ATTACHED PERIUNOFACTURERS _tr E.0 ALUMNUNB ANCNINUOUS SPECIFIATONS. LLN°P Qoojpzo SUITABLE SUBSTRATESFL 1V GROUT INCLUDE FFILLMBLBLOOCK / APPROPRIATEEAANCrALLm A ® �N Ht w M 8$ uwNw ALTO wood. / SUBSTRATE THE THE w N 11 u ANCHOR TABLES. E w MANUFACTURER'S PER - a V G QNw>u o I SPECIFICATIONS. I HOUSING SIZE VARIES WITH ROLL 7 Zi J( g Om1 7y1 1 0 MAY ALSO BE ROGER OR SM wW om 9^ W d SUITABLE SUBSTRATES MOUNTD N EAVE ON SOFFIT °3 ul G w D: w I G FILLED BLOCK w i AND WOOD. w m �y O / SIDE TRACK GUIDE LOCATION Z "� N HOUSING SQE VARIES WITH ROLL N MMETEH. ROLUNG MECHANISM N ' SIDE 1RADf(xRBE LOCATION MAY ALSO HE,HIDDEN OR w ^P' MOUNTED N FAYE OR SOFFIT -UP FABfOC OR SCREEN fy /7�L SIDE RAIL ATTACHED PER O(": L3'x3'sL/8'ALUM.(TrP APPROFRUTE ANCHOR TABLE. 0 k Rat-UP SCREEN VERTNAL Y A 6WMG DEPTH)BUILD-OUT 0 9 m GI I/4'0 SELF-TAPPINGFASIaFD PFR ANCHOR SCHEDULE. OFFSET z SIDE RM ATTACHED PER SMS(2)PER LEG(RP TU ANCHOR IDGIlOH6 3'TO h-F APPROPRIATE ANCHOR TABLE. 0 TOP h BOTTOM ALLOW SIDE RATL TO BE MOUNTED PER THE / PUBLISHED ANCHOR SCHEDULE SUITABLE SUBSTRAFS m O INCLUDE CONCRET ',j/ / / ® Q 4 GROUT FILLED BLOCKROLL-I�SCREEN BOTTOM BAR �L g R ALUMINUM AND W000 /'j%; � y WITH OPTONAL SEAL INSERT. (n d / SCREEN BOTTOM BAR INSTALL THE APPROPRATE ANCHORS TO THE g BOTTOM Doi SEAL M SUBSTRATE PER THE ANCHOR TABLES. 1/8' IgNAQ ALUM.ANILE SILL CONCRETE SHOWN,OTHER SUITABLL •` ){'THICK ALUM.TUBE 1/4'0 SEAL-TAPPING •. SUBSTRATES INCLUDE(ROUE OULD-OUT S6L SEE <• SHEET 7 FOR TUBE SMS 0 24'O.C.(TTP) BLOCK,ALUMINUM AND WOOD. OPTIONS. 5 i • 0 SIDE RAIL GUIDE (PLASTIC)g� BUILD-OUT OPTION 1 ROLL-UP HU /_2N ROLL-UP HURRICANE SCREEN s R Hll f-�0.7800 wa �- O-1150' 3.250' 2.0000 aso TsB 0.115' 0.209' �-1•�1- �� _L O O0 m mvnucnr uwmnuno OvnFss• 0.2300H Eil eua 0.150011 i r' Ynea0rt0ne�Rs 16-3080 �- REQUIRED orLv Fw RDIIItG srsYEns.rta MUE.MTS UNLESS NOTED HAC9WARE ADICEZ WE DNLRED HAF MATE ADCfss tlf6ED1 0.1070UN 0.2690 r o 0r FOR w UA Y m SNAP N ITunaT(IMP) vmx SMP w m,Ta(TrP) onsRArED srsYEns. 3 SIDE RAIL WITH SNAP IN BUTTE 4 SIDE RAIL WITH SNAP IN COVER 5 SLIwDEFTRACK 6 ROLL-UP BOTTOM BAR 7 BOTTOM BAR TRACK GUIDE PLASTIC 6 r.e aaarn sz 6 R.ra amrn uv 6 n rnw.¢w 6 rs emsae sern 6 xa xrn O 549. Se 1/4-14 DRIL-FLEX(TIP) ` ��••b�G *HOLE HOR TABLES ON �Q1Q]'- 2 SHE7 FOR SPACING) -LL;• Np PEOp4fi Ya®j wase 5/8.0 ACCYP) - �( K4 D0,P.E &K=92SMKO WAME (OFFSEr FLEX) _�C CONUM a wr FILED IIDd,ALUM.SRIL� APPROVED MUUION .O.A'••. vcm �n - 1/4-14 DRIL-FLEX(TVP) ��Offn'•.,•FLOR�••L;k� \ N SEE TABLES FOR APPROPRIATE (SEE ANCHOR TABLES ON SEE TABLES FOR APPROPRIATE is Yl*L��LQ```` ~ _ ANCHOR AND SPACINGSHEETS 26 k 27 FOR SPACING) ANCHOR AND SPACING /////S,IONliltL p W m BS APPROVED SIDE HAILS PER SEE ANCHORLUBE OPTIONS DEVILS ON SHEET 6 FOR APPR1x4' 1�. W YJ LLNANCHOR PND 2•x4• NOTE: W O a 3x4' 2x3' MUWONS FORMULIIPLE UNIT _Z W 6lz 4x4' 3x3' INSTALLATIONS SKI.Hkw Q W d .. .. ° r a SHUTTER SYSTEM TAM-AL FOR " Z °dN OJ m OF TUBE OPTIONS W P W"®� 274' 272' 1/4'-14 DRiu-FLEX(IVP) 1� . 3x4' 2x3' .�• (SEE TABLES ON N V . ' 4x4' 3x3' ti SNEflS Z6 6 27 FOR SPH] OW W ANME OPTIONS .• 2x3x3/6' ~O e ° 3x3we € fA z 4. a• ° c .. 5/8.0 ACCESS a HOLE ) SEE TABLES FOR APPROPRIATE W w • 'e '' ANCHOR AND SPACING a ULLION MOUNT-SECTIO ROLL-W SCREEN INSTALLATION(OFTION 4)-N.T.S. WALL MOUNT-BECKON SEE TABLES FOR APPROPRIATE QT-SECTIO N e 3 TYPICAL SIDE FAIL INSTALLATION(OPTION 4)-N.TS ANC TION(OPTION 5)-N.TS. p Z BUILD-0UT MOUNT-SECTION z N sDE RAIL INSTALLATION(OPTION 6)-NTS. ►•+ 1•X2'%1/8'RETENTION ANGLE (FULL LENGTH OF SCREEN OPTIONAL) 8 REMOVABLE FASTENER 7 REMOVABLE FASTENER ° ° 1'X2'%1/8• ] REMOVABLE Q RETENTION ANGLE FASTENER �••• 1'X1-1/21 1 11 RETENTION ANGLE N 1xx1 • • RETENTION ANGLE SIDE RAIL REMOVABLE 71-L FASTENER O c SIDE RAIL • IppppH 8. 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