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HomeMy WebLinkAboutProduct Approval _�;}�� rJ Fy._ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS site Map Links Search i ba Product Approval o, r QP USER:Public User Pmdurt Annmval Menu>Pmduct or Application Search>Application List>Application Detail FL# FL11291-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D.Rist Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (561)322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 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. I� 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 ' I TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R7 Eguiv Equiv .Ddf 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 Dwgi.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 fo Evall If Created by Indepe nen 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.odf 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. F1_11291 R7 AE Eval2.Ddf FL11291 R7 AE UV Letter.odF Created by Independent Third Party:Yes Back F---E, Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-467-1824 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: Mrd'' Credit Card Safe t y Poin + on GENERAL NOTES STORM CATCHER WIND A BAT E M E N T SCREEN SYSTEM - 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN AOCORD ```` ••".•"".��Q FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE W�+��DDE,FORNGwSIDEAND UTSIDcTHEHilND2ELOCIT HUATIo BUILD NG CODE,FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRI 1 ZONE PER TAS 201,TAS 202,AND TAS 207 TESTING STANDARDS. Lt_, 7. 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL 4� _ REFER TO TABLES EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUA-0* TO SRM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY REPORT SUBMITTED FORTHE SAME PRODUCT APPROVAL y L C 3. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE OESIGO TE OF STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN FOR ALLOWABLE THIS SYSTEM.WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR W60� ANCHOR DESIGN. ,C FC R7�,•'`[�`� VAT-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 % - O SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH'/ A L = UVT-ULTRAVIOLET LIGHT TAAMSMTITANCE 0.12 0.14 0.12 0.06 0.07 THE GOVERNING CODE,PRESSURE REQUIREMENTS SHALL BE LESS 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 !Iy1 LW $ 3 FENESTRATION TESTING LABORATORY,INC. HEREIN FOR ANY ASSEMBLY AS SHOWN. : W�VVJJJ .1 a KKKIIII ui VLR VISUAL LIGHT REFLECTANCE 0.07 053 0.26 0,44 0.22 S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES W 'EUI SSR SOLAR SPECTRUM REFLECTANCE 0.04 OAS 0.19 0.42 0.17 LAB.No. 8441 LAB.No. 7590 DIVIDED BY A I.S SAFETY FACTOR. -' -' -- - 7 g;U e 9 T� W O S 3 i SHGC-SOLAR HEAT GAIN COEFFlOENT 0.17 0.25 0.17 0.17 0.14 PROJECT No. 35-5693 PROJECT No. 13-4387 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION ` QQ IAB.No. 8440 FILE N4, 13.890 FOR A SPECIFIC SITE, FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS UI C 4[W SHGC REDUCTION 78% 67% 78% 78% 82% PROJECT No. 15-5892 DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL t 07 g a IAB.No. 9695 PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS Ri SHGC PROPERTIES TESTED TO:NFRC201-2010USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY LAB,No. 7561 PROJECT No. 17-7199 DOCUMENT. W �N9 od 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 FILE No. 13.890 LLB,No. 9818 101b. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT, 3 r, S OPTICAL PROPERTIES TESTED TO: VI0=6' uTi LAB.No. 6026 PROJECT No. 17-7449 SCREEN PANELS MUSE COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO ASTM E972/ASTM E1084/ASHRAE 74 /NERC 202PROJECT No. 09-1664 MEET BUILDING ENVELOPE REQUIREMENTS. 0 W U FILE No. 09-665 LAB.No. 9834 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO N C TESTING BY:ARCHITECTURAL TESTING,INC.,FRESNO,CA PROJECT No. 17-7543 WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS(BY OTHERS)SHALL BE ' WHAT IS SHGC? LAB.No. 9836ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. A SIMPLE WAYTO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE S ISTHE MAXIMUM AMOUNT OFSOLAR HEAT PROJECT No. 17-7543 LAB.No. 9835 9. MAXIMUM PANEL SPAN: V 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 0.25 THEN MEANS THAT LAB.No. 9742 9.2. 16'-0•FOR DESIGN PRESSURES UP 703130 PSF H d 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. PROJECT No. 17-7199 LLB.No. 9765 9.3, FOR GROMMET SCREENS:16'-0'FOR DESIGN PRESSURES UP TO 360 PSF � WHAT IS VLT7 PROJECT No. 17-7449 10.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2&9.3 ABOVE. bb VLT MEASURES HOW MUCH UGHT 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 ;E AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYUGHTING. PROJECT No. 17-7543 LAB.No. 9647 PANEL CONTAINING THE FOLLOWING MINIMUM INFORMATION: W „ SSdX1} R, PROJECT No. 17-7199 STORM SMART INDUSTRIES,ING !C-1 9 STRUCTURAL HEMS 6182IDLEWRDSTREET,O.FL11 91. FL 33966 _ APPROVED EDGES OPENING UCTAPPROVALNO.FL11291.2 F- b OPENING NO.M li o0 jt STRAP,LOOP,BUCKLE STRAP 12.HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE WITH SEPARATION FROM GLAZING PER TABLE 3 ON SHEET 4. mkIo- k 1.500• PANEL LASER CUT EDGE PANEL 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR M, )(g NYLON CORDING AFFIRMATIONS ARE INTENDED. H a / NYLON LUFT TAPE 14.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. m STITCHING SPAN DIRECTION EDGE: NO HEM LOOP HEM FABRIC I.D.p3 GROMMET r PANEL HDL HURRICANE BARRIER a g 1.250' 1.250• B-FOLD WELD PANEL POLYPROPYLENE MONOFILAMENT WOVEN INTO p PANEL BASKET WEAVE DESIGN: Rm 0.250' 0.375• SPAN DIRECTION HELI: HEAT WELD BEIGE/BLACK(BROWN),BEIGE/WHITE(BONE), S E OPTIONAL HEM STITCHING BLACK,BLACK/WMITE(GRAY),WHITE,BLACK 1.500' 1.500 FABRIC PANEL STRAP,LOOP, 2'PANEL HEY '� �'STRAP HEM BUCKLE/STRAP OR BI-FOLD WELD O Q " PANEL TYPICAL ROLL F STITCHING / LUFT TAPE � MECHANICAL PROPERTIES TESTMETHOD UNIT VALUE F•, /I BI-FOLD W/DOUBLE STITCHING MD CD (n GRAB TENSILE STRENGTH ASTM D4632 LBS 500 550 g _ - TRAPEZOID TEAR STRENGTH ASTM D4533 LBS 200 250 2'BI FOLD - STITCHING DETAILS L ORSEQU� MULLEN BURST ASTM D3786 PSI 750 SPAN DIRECTION-SCALE:N.T.S. PUNCTURE STRENGTH ASTM D4833 LBS 200 � BY $ 31�'BUCKLE W STRAP HEM A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED FOR SPAN AIR FLOW BUCLE HASTM D737 CFM 175 STRAP DIRECTION EDGES. PERCENT OPEN AREAS CUE-022 15 % 5 V URESISTANCE(QUV) ASTM G154 %SIRE NGTH 70 RETAINED DISTANCE BETWEEN ROWS OF B6 PANEL L 2'BI-FOLD L STICHING MAY VARY.STITCH PATTERNS 'Percent Open Area Is a MARY. oW STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: C Eg (3)ROWS STITCHING MIN.&BOX STITCH®EACH HEM ORS DISPLAY REQUIRED NUMBER OF STITCH PHYSICE PROPERTIESTEST METHOD UNIT TYPICAL VALUE ROWS SHOWN,MINIMUM, ASTM D5261 OZ/YDI 9.7 0.334'NYLON CORDING TASTM D5199 MIL 21NYLON LUFTTAPE STRAP SPECIFICATIONS: BUCKLE SPECIFICATIONS. CONEPI/PPI60x63 STITCHING PATTERN:X100-1000 PATTERN:SPIKE TEETH GRIP FIBE100%PP 16-3080 FABRIC W7DTH/DIAMETER: 1.875+/-0,063' SGLHNMUNLESSNOTED STANDARD HEM THICKNESS: 0.050'+/-0.070' WIDTH/DIAMEIER: 2.5'+/-0.10' SEWING: THICKNESS 0.050'+/-0.010' T138 POLYESTER THREAD .x'0.25' 4-x0.25' AVERAGE BREAK STRENGTH:6000 LBS MATERIAL- ACETAL (FOR ALL SPANS +/-130PS� MATERIAL- POLYESTER 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'&+/-13OPSF) 15 HVHZ APPROVED GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. � 1 t TABLE 1 -- - - �tu��,o.E -- LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM ��� /y ' Tx=PARALLEL LOADS(PLF) ' ' v DESIGN PRESSURE 1 5 SPAN No - F PSF 85 SF 5 PSF 100 PSF 105 PSF 110 PSF 115 PSF 120 PSF 125 PSF 130 PSF _- 30 PSF 35 PSF 40 PSF 45 PSF 50 PSF 55 PSF 60 PSF 65 PSF 70 PSF 75 PS 80 S P 90 PSF 9 s •�_. 3'-0" 257.2 285.0 311.6 337.0 361.5 385.3 408.3 430.6 452.5 473.8 494.6 515.0 535.0 554.6 573.9 592.9 611.6 630.0 648.1 666.0 683.6 -•itc: y � °a 4Le= 3'-0" 285.0 315.9 345.3 373.5 400.7 427.0 452.5 477.3 501A 525.0 548.1 570.7 592.9 614.6 636.0 657.1 877.8 698.1 7182 738.0 757.6 :-0'• :• u` 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 :�O• � ,� \ 4'-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 'i'C�•• ?� ��q�` 5'-0" 361.5 400.7 438.0 473.8 508.2 541.6 573.9 605.4 636.0 666.0 695.2 723.9 752.0 779.6 808.8 833.4 859.7 885.5 911.0. 936.2 961.0 �'�198 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 '��7/ U to3$ $� 6'-0" 408.3 452.5 494.6 535.0 573.9 611.6 648.1 683.6 718.2 762.0 785.1 817.5 849.2 680.4 911.0 941.1 970.8 1 DODO 1028.0 1057.2 1 10852 W m iL q '• 61-6" 430.6 477.3 521.7 564.3 605.4 645.1 683.6 721.1 757,6 793.3 828.1 862.3 895.8 928.7 961.0 992.7 1024.0 1064.8 10852 1115.1-- 1144.6 "N pp • ZW cwU" T-0" 452.5 501.4 548.1 592.9 636.0 677.8 718.2 767.6 796.0 833.4 870.1 906.0 941.1 975.7 1009.6 1043.0 1075.9 1108.2 1140.1 1171.8 1202.6 -� �� d T-0" 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 1226.7 1259.2 < _ of _8'-0" 494.6 548.1 599.1 648.1 695.2 740.9 785.1 828.1 870.1 811.0 951.1 990.3 1028.8 1066.6 1103.6 1140.1 1176.0 1211.4 1248.3 1280.7 1314.6 Z N O tq 8'-0" 515.0 570.7 623.9 674.8 723.9 771.4 817.5 862.3 906.0 948.6 99D.3 10312 10712 1110.5 11492 1187.1 1224.5 1261.4 1297.7 1333.5 1368.8 LU. �,�W eE 8'-0" 535.0 592.9 646.1 701,0 752.0 801.4 8492 _ 895.8 941.1 985.4 1026.8 1071.2 1112.8 1153.7 1193.8 1233.3 1272.1 1310.4 1348.1 1385.3 1422.0 3 in cc a o 9'-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 1278.6 1318.8 1358.5 1397.6 1436.1 1474.2 o w 10'-0" 573.9 636.0 695.2 752.0 606.8 859.7 911.0 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 101-6" 592.9 657.1 718.2 776,9 833.4 888.1 941.1 992.7 1043.0 1092.1 1140.1 1187.1 1233.3 1278.5 1323.0 1366.7 1409.8 1452.2 1494.0 15352 1575.9 11'-0" 611.6 677.8 740.9 801.4 659.7 916.1 970.8 1024.0 1075.9 1126.5 1176.0 1224.5 1272.1 1318.8 1364.7 1409.8 14542 1497.9 1541.0 1583.6 1625.5 u 11'_-0"_-630.0____698.1 763.1 825.5 685.5 - 943.6 1000.0 1054.8 -11082- 1160.4 1211.4 1261.4 1310.4 1358.6 1405.7 1452.2 1497.9 1543.0 1587.4 1631.2 1674.4 - 12'-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 1446.2 1494.0 1641.0 1587.4 1633.1 1678.1 _1722.6_ H 12'-6" 666.0 738.0 806.8 872.7 936.2 997.6 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 13'-0" 683.6 757.6 828.1 _ 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 1625.5 1674.4 1722.6 1770.1 1817.0_ W N 13'-6" 701.0 776.9 849.2 918.6 985.4 1050.1 1112.8 1173.8 1 1233.3 1291.3 1 1348.1 1403.7 1 14582 1511.7 1564.3 1616.0 1666.9 1717.1 1766.6 1815.2 1863.3 14'-0" 718.2 796.0 870.1 941.1 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 1759.2 1809.8 1859.8 1909.0 14'•6" 735.2 814.8 1 890.7 MA 1033.5 1101.3 1167.1 1231.1 1293.4 1364.3 1413.9 1472.2 1529.3 1585.5 1640.6 1694,9 1748.3 1600.8 1852.7 1903.8 19542 15'-0" 752.0 833.4 911.0 985.4 1057.2 1126.5 1193.8 1259.2 1323.0 1385.3 1446.2 1505.8 1564.3 1621.7 1678.1 1733.6 1788.2 1842.0 1895.0 1947.3 1998.9 tt 151-0" 768.7 851.9 9312 1007.2 1060.5 1161.4 12202 1287.0 13522 1415.9 1478.1 1539.1 1598.9 1657.6 1715.2 1771.9 1627.7 1882.7 1936.9 1990.3 2043.1 9 n a! 16'-0" 785.1 _ 870.1 951.1 1028.8 1103.6 1176.0 1246.3 --T314.6 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 H w 16'-6" 801.1 887.8 970.4 10497 1126.1 1199.9 1271.6 o g @ 1T-0" 816.6 _905.0_---989.3 1070.1 1147.9 1223.2 1 1296.3 m o 1T4" 831.9 921.9 1007.8 1090.1 1169.4 1246.1 1320.6 .n 18'-0" 846.9 938.6 1026.0 1109.8 1190.6 1268,6 1344.4 N 18'-6" 861.7 954.9 1043.8 1129.1 1211.3 1290.7 1367.8 r5 19'-0" 8762 971.0 1061.4 1148.1 1231.6 1312.4 1390.8 191•6" 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 20'$" 818.0 1017.3 1112.0 1202.9 1290.4 1376.1 1457.2 21'-0" 931.3_ 1032.1 1128.2 1220.4 13092 1395.1 1478.4 $ } 21'-6" 944A 1046.6 1144.1 1237.6 1327.6 1414.7 1499.2 22'-0" 957.2 1060.8 1159.6 1254.3 1345.6 1433.8 1519.5 22'-6" 969.7 1074.6 1174.7 1270.7 1363.1 1452.5 1539.3 Ty=PERPENDICULAR LOADS p 23'.0" 981.9 1068.1 1189.5 1286.6 1380.2 1470.8 1556.6 (EITHER DIRECTION) T=SCREEN TENSION _ 23'-6" 993.7 1101.3 1203.8 1302.2 1396.9 1488.5 1577.4 s E -- 24'-0" 1005.3 1114.1 1217.8 1317.3 1413.1 1505.8 1595.7 I 24'-6^ 1016.4 1126.5 1231.3 1331.9 1428.8 1522.6 1613.5 aO Tx=PARALLEL LOADS 25'-0" 1027.3 1138.5 _ 1244.5 1346.1 1444.1 1538.8 1630.7 _ 25'•6" 1037.8 1150.1 1359.9 1458.8 1554.5 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, SUDE TRACK, GROMMET,AND 26'•6^ 1057.6 1172.0 12612 1385.8 14867 1564.2 1678.e STRAP SCREEN LOADS APPLIED ALONG ANCHOR UNE . . . . 27'-0" 1066.9 1182.4 1292.4 1398.0 1466.7 1598.1 1693.6 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS 2T-0" 1075.8 1192.2 1303.2 1409.6 15122 1611.4 1707.7 16-3080 28'-0" 10842 1201.5 1313.4 1420.7 1524.0 1624.0 1721.0 ewFJNTSUNLESS NOTED 28'-6" 1092.1 1210.3 1323.0 1 1431.1 1535.2 1635.9 1733.6 , 29'-0" 1099.6_ 1218.6 1332.0 1 1440.8 1545.7 1647.1 1745.4 29'-6" 1106.6 1226.2 1340.4 1449.8 1555.4 _1857.4 1756.4_ 30'-0" 1112.8 1233.3 1346.1 14582 1564.3 1666.9 1766.5 TABLE 2 LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Ty=PERPENDICULAR LOADS(PLF) v1G SPAN DESIGN PRESSURE 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 u: NO P 3'-0" 45.0 52.6 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 r'� 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 -O {U; 4'-0" 60.0 70.0 1 80A 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 78.8 90.0 101.3 112.5 123,8 135.0 146.3 157.5 168.8 180.0 191.3 202.5 213.8 225.0 238.3 247.5 258.8 270.0 281.3 292.5 �J�: 5'-0" _ 75.0 87.5 100.0 112.5 125.0 137.5 150.0 162.5 175.0 187.5 200.0 212.5 225.0 237.5 250.0 262.5 275.0 287.5 300.0 312.5 325.0 ����tSs+ �.� f 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 //// /I GNl ;I •E 6'-0" _ 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 uNi 6'-0" 97.5 113.8 130.0 146.3 162.5 178.8 195.0 211.3 227.6 243.8 260.0 276.3 292.5 308.8 325.0 341.3 357.5 373.8 390.0 406.3 422.5 W o .= cgsg€ 7'-0" 105.0 122.5 140.0 157.5 175.0 192.6 210.0 227.5 245.0 262.5 280.0 297.5 315.0 332.5 350.0 367.5 385.0 402.5 420.0 437.5 455.0 z QQ� �>U p 3 T-6- 112.5 131.3 150.0 168.8 187.5 206.3 226.0 243.8 262.5 281.3 300.0 318.8 337.5 356.3 375.0 393.8 412.5 431.3 450.0 468.8 487.5 ZTl N 9 8'-0" 120.0 140.0 160.0 180.0 200.0 220.0 240.0 260.0 280.0 300.0 320.0 340.0 360.0 380.0 400.0 420.0 440.0 460.0 480.0 500.0 520.0 114JJ! _ Cl 8'-0" 127.5 148.8 170.0 191.3 212.5 233.8 265.0 276.3 297.5 318.8 340.0 361.3 382.5 403.8 425.0 446.3 467.5 488.8 510.0 531.3 552.5 W OR ¢z 9'-0" 135.0 157.5 180.0 _ 202.5 225.0 247.5 270.0 292.5 315.0 337.5 360.0 382.5 405.0 _427.5 450.0 472.5 495.0 517.5 540.0 562.5 585.0 3 q 9'-0" 142.5 166.3 190.0 213.8 237.5 261.3 286.0 306.8 332.5 356.3 380.0 403.8 427.5 451.3 475.0 498.8 522.5 546.3 570.0 593.8 617.5 O w s w 10'-0" 150.0 175.0 200.0 226.0 250.0 275.0 300.0 325.0 350.0 375.0 400.0 425.0 450.0 475.0 500.0 525.0 550.0 575.0 600.0 625.0 650.0 140 101•6" 157.5 183.8 210.0 236.3 262.6 288.8 316.0 341.3 367.5 393.8 420.0 446.3 472.5 498.8 525.0 551.3 577.5 603.8 630.0 656.3 682.5 11'-0" 165.0 192.5 220.0 247.5 276.0 302.6 330.0 357.6 385.0 412.5 440.0 467.5 495.0 522.5 550.0 577.5 605.0 632.5 660.0 687.5 715.0 V 11'$" _172.5_ __201.3 _ 230.0. 258.8 287.6 316.3 345.0 373.8 - 402.5 - 431.3 460.0 488.8 517.5 548.3 575.0 603.8 "--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 o--4 12'•6" 187.5 216.8 250.0 281.3 312.6 343.8 375.0 406.3 437.5 468.8 500.0 531.3 562.5 593.8 625.0 658.3 687.5 718.8 750.0 781.3 812.5 13'-0" 195.0 227.5 260.0 292.5 325.0 357.5 390.0 422.5_ 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 13'S' 202.5 236.3 270.0 303.8 337.5 371.3 405.0 438.8_ _ 472.5 606.3 540.0 573.8_ 607.5 641.3 675.0 708.8 742.5 776.3 810.0 843.8 877.5 L 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'-6" 217.5 253.8 290.0 326.3 362.5 398.8 435.0 471.3 507.5 543.8 580.0 616.3 652.5 688.8 725.0 761.3 797.5 833.8 870.0 906.3 942.5 (n o 15'-0" 225.0 262.5 300.0 337.6 376.0 412.6 450.0 487.5 525.0 562.5 600.0 637.5 675.0 712.5 750.0 787.5 825.0 862.5 900.0 937.5 975.0 15.6" 232.5 271.3 310.0 348.8 387.6 426.3 465.0 503.8 542.5 581.3 620.0 658.8 697.5 736.3 775.0 813.8 852.5 891.3 1 930.0 968.8 1007.5 0 m 15-0" 240.0 280.0 320.0 360.0 400.0 440.0 480.0 520.0 560.0 600.0 640.0 680.0 720.0 760.0 800.0 840.0 880.0 920.0 960.0 1000.0 1040.0 Z m 16'-0" 247.5 288.8_ _ 330.0 371.3 412.5 453.8 495.0 1T-0" 255.0 287.5 _ 340.0 382.5 425.0 467.5 610.0 . 1T-0" 262.5 306.3 350.0 393.8 437.5 481.3 525.0 < ;o 18'-0" 270.1) 315.0 360.0 1 405.0 450.0 495.0 540.0 18'-0" 277.5 323.8 370.0 416.3 462.5 508.8 555.0 c 19'-0" 285.0 332.5 380.0 427.5 475.0 522.5 570.0 m 19'-0" 292.5 341.3 390.0 438.8 487.5 636.3 685.0 Icepp € 20'-0" 300.0 350.0 400.0 450.0 500.0 650.0 600.0 C G € 20'-0" 307.5 358.8 410.D 461.3 512.5 663.8 615.0 V) 21'-0" 316.0_ 367.6 420.0 472.5 525.0 577.5 630.0_ et55g 21'-6" 322.5 376.3^ 430.0 483.8 537.5 591.3 645.0 c gR 22-0' 330.0 385.0 440.0 1 495.0 550.0 605.0 660.0 8€ 22'-6" 337.6 393.8 450.0 506.3 562.5 618.8 675.0 Ty=PERPENDICULAR LOADS Y 23'-0" 345.0 402.5 1 460.0 517.5 575.0 632.5 690.0 (EITHER DIRECTION) T=SCREEN TENSION �6 23'-6" 352.5 411.3 1 470.0 528.8 -587.5 646.3 705.0 24' " 360.0- 420.0 480.0 540.0 600.0 660.0 720.0 O 24'•6"-0 367.5 428.8 490.0 _551.3 612.5 673.e 735.0 Tx=PARALLEL LOADS 25'-0" 375.0 437.5 600.0 562.5 625.0 687.5 750.08 26'-0" 382.6 - 446.3 simo 673.8 s37s 711'3 765.0 LOADS ON EXISTING STRUCTURE 25-0^ 390.0 455.0 520.0 685.0 651).0 715.0 780.0 NOTE: SIDE RAIL SECTION SHOWN, SLIDE TRACK, GROMMET,AND 26'x" 397.5 463.8 530.0 596.3 662.5 728.8 795.0STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE & 27'-0' 405.0 472.5 540.0 607.5 675.0 742.5 610.0 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS CroYPIGM FNGpF£NNGi� 27'-0' 412.5 481.3 550.0 618.8 687.5 756.3 825.0 16-3080 28'-0" 420.0__490.0 560.0 630.0 700.0 1 770.0 840.0 . sau.c�rrrs uruEss 8mm 28'-0" ___427.5_ 498.8 570.0 641.3 712.5 783.8 655.0 29'-0" 435.0 507.6 560.0 _ 652.5 725.1 797,6 870.0 29'-0" 442.5 516.3 590.0 663.8 737.5 811.3 --88-5 0 30'-0" 450.0 525.0 600.0 675.0 1 750.0 825.0 900.0 s TABLE 3 MINIMUM SEPARA710N FROM GLAZING VALUES N/A ""'•qR� Fabric Span LOAD+PS 30 35 40 45 60 55 6085 70 75 60 85 90 65 100 105 110 115 120 125 130 - LL 3.00 111 2.30" 2.3r 2.43" 2.49' 2.54" 2.59" 2.64• 2.68" 2.72' 2.76• 2.80• 2.84• 26r 2.91• 2.94 2.97' 3.00" 3.03' 3.06' 3.09• 3.12 eEtauP00, 3.50 ft 2.60• 268• 2.76' 2.83' 2.89' 2.95• 3.01• 3.06• 3.12' 3.1r 3.21• 326• 3.30• 3.34' 3,38• 3.42" 3.46" 3.50' 3.53• 3.5T 3.60• --O•'., _ 4.00 ft 2.91' 3.01' 3.10' 3.18• 326• 3.3r 3.40' 3.47, 3.53' 3.59• 3.64• 3.70' 3.75' 3.60• 3.85" 3.89' 3.94" 3.98• 4.03" 4.OT 4.11' j` r 4.608 3.23' 3.35• 3.48' 3.55' 3.64• 3.73' 3.81• 3.89' 3.96' 4.03" 4.09' 4.16" 4.22• 4.26" 4.33' 4.39' 4.44' _ 4.49• 4.54" 4.59' 4.64° ���iG`n••Fj4Q„ •'gip 1,`� 5.00 ft 3.5r 3.70' _3.83' 3.94• 4.04' 4.14• 4.23' 4.37 _4.40' 4.48'_ 4.56" 4.63' 4.70• 4.7r 4.83' _ 4.90' 4.96" 5.02" S.OT 5.13• 6.19' �i`S' �I�,� u t1• 5.50 ft 3.91• 4.Or 4.21• 4.34" 4A8" 4.5r 4.87, 4.77, 4.8r 4.96• 5.04' 6Ar 5.20' 5.28" 6.35• 6.43" 5.49• 5.56' 5.63' 5.69• 5.75 I�I1' � at 6.00 R 42T 4.45 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' 5.9T 6.05 6.12• 8.20• 6.27' 6.34• lW ((I6.50ft 4.64' 4.86.01• 5.1r 5.32* 5.46' 6.69' 5.71' 5.83• 5.94' 6.05' 6AS- 8.25 6.35 6.44' 6.53' 6.67 6.70" 8.78• 6.85' B.B4' ((� cul7.00ft 5.02• 5.23• 5.43' 5.60" 5.7r 5.9Z' 6.Or 620• 6.33• 6.46• 6.68' 6.69" 8.80' 6.90" 7.01• 7.10" 7.20" 7.29" 7.38• 7;4r 7.55• 0 ,QQ' g 8.00 ft 5.80" 8.06• 6.29' 6.50' 6.70" 8.88• 7.05" 7.22• 7.3r ' 7.52' 7.66' 7.80' 7.93' 6.05• 8.18' 8.29" 8.41" 8.52" 8.63' 8.73• 6.83' Q <W @I u g 6.50 ft 8.21' 6.48• 6.73" 6.96• J7.18" 7.3r 7.56" 7.74' 7.91' 8.07• 8.22' 8.37" 8.51• 6.65• 8.78' 8.91' 9.03• 9.15' 9.2r 9.38' 9.49' Z ,ki 1 N Qm aZ 1 9.0011 6.62" 6.97 7.19' 7.43• 7.66' 7.88"' 8.08" 8.2r 8.48• 6.63' 8.79' 8.95 9.11• 9.25 9.40'. 9.53• 9.6T 9.80• 9.92" 10.04" 10.16• L . $•y9,. ft _7.04' 7.35 7.65 7.92_M9.71' 8.39' 8.81• 8.82• 9.01• 9.20' 9.36' 9.55° 9.71• 9.8r 10.02' 10.1r 10.37 -i-.45 10.59" -To.-72- 9.50 10.00 ft 7Ar 7.61' _ 8.12° 8.40' 8.92" 9.15• 9.3T 9.58• 9.78• 9.9r 10.16• 10.33• 10.60' 10.66' 10.82• 10.9T 11.12" 112r 11.41' 11.55 III 10.50ft 7.90• 82r 8.60" 8.90' 9.45 9.70' 9.93• 10.16' 10.37' 10.5T 10.7r 10.96' 11.14• 11.31• 11.48' 11.85 11.80" 11.96' 12.11' 12.25 ow11.00ft 8.35 8.73" 9.08• 9.41• 9.99• 1025 10.50" 10.74' 10.9T 11.19' 11.39• 11.59• 11.79• 11.97, 12.15• 12.33• 12.50' 12.66• 12.87 12.98' %00 11.50ft 8.79' 9.20' 9.56• 9.92" 10.54' 10.82" 1LOT 11.34• 11.68' 11.81' 12.03• 12.24• 12.44• 12,64• 12.83' 13.02" 13.20' 13.3T 13.54• 13.71• 12.00 R 9.25• 9.88' 10.08• 10.44' 11.10• 11.30' 11.Br 11.94' 12.20' 12.44' 12.67, 12.90• 13.11' 13.32' 13.52" 13.72• 13.91• 14.09° 14.2r 14.45• 1250ft-- - -9.71'-- 10.1r 10.59'-- --10.9r 11.66• 11.9r- 12.2r- 12.55'- 12.82• 13.08' 13.33" _13.56•_ 13.78' 14.01" 1422' 14.43' 14.63• 14.83• 15.02" 15.20• -U 19.00ft 10.18' 10.88' 11.10• 11.51• 11.88• 1223' 1256° 12.88' 13.1T 13.45 13.73' 13.99' 14.24' 14.48• 14.71' 14.93' 1b.15 15.36' 15.5r 15.7r 15.96" H 13.50 fl 10.65 11.16" 11.87 12.OS 12.44.__F_ 244' 12.81' __T 3.16• 13.49• 13.80" 14.10" 14.38• 14.66• 14.92' 15.1T 15.47 15.85 15.88' 16.10' 18.37 16.63• 18.73' 14.00 ft 11.13" 11.6r 12.15• 12.60' 13.01• 13.40" 13.78' 14.11' 14.44' 14.75 15.05' 15.34' 15.61' 15.88• 16.13' 16.38' 16.62" 18.86• 17.08• 17.30' 17.57 W M 14.50 R 11.82' 12.18' 12.68' 13.15 13.69' 13.99" 14.38• 14.74" 15.06" 15.41" 15.72' 16.02• all 16.86• 17.17 17.3r 17.61• 17.85" 16.08' 18.31' 15.00 ft 12.11• 12.69• 13.22• 13.71" 14.1r 14.69' 14.99" 15.3r 16.73' 16.Or 16.40' 16.72' 17.59' 17.66• 18.13" 18.38• 18.63" 18.87, 19.11' 15.50 ft 12.60" 13.22' 13.7r 14.26' 14.76' 1520' 15.67 16.01' 16.39' 18.75' 17.09• 17.4716.33• 18.87 18.89 19.16• 1 19.42 19.BT 18.92" lu 16.00ft 13.11• 13.74' 14.32' 14.68' 15.35 15.82 -18.25" 16.66' 17.06• 17.43' 17.79• 18.13' 18.08" 19.38' 19.6r 19.95 20.22" 20.48' 20.74• u 18.60 R 13.6T 14.34• 14.94' 16.50' 16.02' 16.50• 16.95 Z a 17.00 R 142r 14.9r 15.61' 16.19• 16.73• 1724• 17.72• 17.50 ft 14.89• 15.62• 18.28• 16.90' 17.46" 18.00" 18.50' r..1 _18.00 ft 15.52" -16.28• 16.98• 17.62' 1821" 16.7r 1929• O o~C n 18.608 18.1T 16.9T 17.69• 18.36" 18.98' ! 19.56' 20.11• n S p m 19.00 ft 16.83• _ 17.66' 18.42' 19.12• 19.77, 20.3r 20.94' Q " 19.50 R --17.51" 18.36'_ 19.17" 19.00' 20.6r 21.21" 21.60" m �, 20.00 ft 18.21• 19.11• 19.94" 20.70" _21.40' 22.06• 22.68• 20.50 R 18.92' 19.sr 20.72" 21.51" 22.26' 22.93• 23.50• s 21.00 ft 19.85' 20.64' 21.53' 22.35 23.12" 23.83" 24.50" f2" Fd t0 21.50 ft 20.40• 21.43• 22.36' 2321• 24.01' 24.75 25.45 1 GLAZING 0 22.00 ft 21.18" 22.24• 23.21' 24.10' 24.92" 25.69" 26.42• 22.50 ft 21.9r 23.or 24.08' 26.07 25.86" 26.66• 27.az' SCREEN (n 23.00 ft 22.78' 23.83• 24.97, 25.93" 26.83' 27.66' 26.44 23.50 ft 23.82" 24.81' 25.90' 26.89" 27.87 I. 28.68• 1 29.50' 24.008 24.48' 25.72• 26.64• 27.68" 26.84" _1 29.74" 1 30.58• DEFLECTION MUST BE DEFLECTION MUST BE 24.50ft 26,36' 26.65- 27.82" 28.89' 29.89" 30.82" 31.70"_ MEASURED AT PANEL 25.00 111 28.28' 27.61• ! 28.82" 29.93" 30.8T 31.9a• 3z.es• MID-SPAN. SEE TABLE MEASURED AT PANEL 2as0ft 27.22zeso 29.es 31.01' 32.08' 33.09• 34.03 ABOVE FOR MINIMUM MID-SPAN. SEE TABLE Is"26.008 28.19• 29.62' 30.97 32.12" 33.23' 34.2r 35.25' SEPARATION FROM GLAZING. ABOVE FOR MINIMUM 26.508 29.19' 30.6r 32.OT 33.26' 34.42" 35.50• 36.51• SEPARATION FROM GLAZING. 27.00 ft 30.22• 31.76" 33.18• 34.45• 35.64• 38.76" 37.82• W 27.50 111 31.29" 32.89• 34.34' 35.87, 38.91' 38.Or 39.16' GLAZING 81 28.00 111 32.40• 34.05• 35.65 36.94• 38.23• 39.43' 40.58• SCREEN 28.60 R 33.55' 3526' 36.8T 38.26" 39.59" 40.63" 4201' ' 29.011 ft 34.74" 38.52• 38.14' 39.82" 41.00• 42.30• 43.51• DEFLECTION DIAGRAM DEFLECTION DIAGRAM 29.50 R 35.98' 37.83' 39.60• 41.04• 42.48" 43.81' 45.0T 30.00 R 3728• 39.19' 40.93' 42.52" 44.01' 45.40' 46.70. 16-3080 . .. STJO.MMUNLE69NOTE0 i::......GGY; ................ .. ...... �;\.■ .....r......r..;...Y■■.\.... .............. EE ::.G:::....... ............■ .■■:...1 � • , •'r.' 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EEECE:■=Y�e;;s:s; � 111111 m ;E.oz C:G•a.aG�GCa�Cee�m21110—H°�mmEE•= E=SI In=ee : a : mx■. EEE�—1 : iI 1 I 01111= - — — or .. :Yt W■ t x■.Y -. ■ .G GG Ga EEECE � ta .GaueeGGG I 1 7 71 '' 1 7' 71 °aE�EEEEE E=�E�I W . .. 7• � , ' ,• . 7 ' 1 . GE•ex.EP. E � .EEE � E'G::::emmaGa.e.. u.;;.G u GGGG..a. t.Cs.b.Y2 11 ■b x■ ■. W■G.m:b . 777.•CC. C�'7ine� u7nu■■t■tllte 5 1 INSTALL THE APPROPRIATE WHORs N THE GIVEN -- I/a'0 SEU-TAPFlNG-- - - -- - - .. \�\Y1 �N�,PL SUBSTRATE 0 24'D.C.(M.) HEAD BOX ANCHORS 212x1/B' INSTALL APPROPRIATE ANCHORS SMS J'FROM EACH END `� L• BEN a 9. ARE NOT REQUIRED FOR STRUCTURAL SUPPORT OF CONTNUOUS AS NEEDED TO PREVENT `�••G SYSTEM AND THEREFORE DO NOT FOLIAY TFE AUISNUY ANGLE HOUSING FROM SAGGING 1I•TUBE BIAID-OUP HEADER A40 24'O.C.(lYP) �.= \ ANCHOR TABLE SCHEDIAE. SEE SHEEP J FOR TUBE OPTIONS ABRC ATUCHED PER I 212x1/8'CONTNUDUS UHS.S _ NOPE•* .�. - '° ALUMNU4 MOLE _ • e° %��:• �pTE PLANK L 54 0 SUITABLE SUBSTRATESINCLUDE Cmm .. c i��•• �'D [ N GROUT FILLED APPROPRIATE gem THE O ® /�'��SS�ON 1 � FJ�$y8s SUBSTRAATEARM PER TWEELES. I W Y, LL W owx � ABRIC ATTACHED PER - - ZQ V7 V•• C7 gaag- o I SPECIFICMANUFACTUATIONS. I HOUSING SIZE VARIES WITH ROLL Z u C+°z DIAMETER ROUND MECHANISM n 9 w MAY ALSO BE HIDDEN OR W W u„Lu z SUITABLE SUBSRAES MDU41E0 N EAVE OR SOFFIT r� 0 INCLUDE N a s w I GROUT FILLED BLOCK p W ui / AND WOOD. Yf p 0 --- - - - SIDE TRAGI(GUIDE LOCATION V - / HOUSING SIZE VARIES WITH ROLL z N H n DIAMETER ROLUNG MECHANISM Lu H ' SIDE 1PACJf GLIDE IDGRON MOOR MOUNTED IN FAVEY ALSO BE DDUR SOFFIT -UP FABRIC OR SCAFB! Wy.'1 SLOE RAIL ATTACHED PER r / 13'.3'°1/8'ALUM.(IMP APPROPRIATE ANCHOR TABLE f/1 4A oo ROIL UP SCREEN VERTICAL J'■(VAMG DEPTH)BUILD-our o 7 m 1/4'0 SELF-TAPPING FASTENED PER ANCHOR SCHEDULE. OFFSET Z SIDE RAIL ATTACHED PER SUS(2)PER LEG(1YP BAD-0N ANCHOR LOCATIONS Y TO h•1 APPROPRIATE ANCHOR TABLE. 0 TOP&BOTTOM ALLDW SIDE RAIL TO BE MOUNTED PER THE o S ' SUITABLE SUBSTRATES FUBUSFED ANCHOR SCHEDULE m . G INCLUDE CONCR ® Q e °F FILLED ED BLOCK / / WITH OPTIONAL SEAL INSTAL PJ GROUT FI AND WOOD '�—SCREEN BOTTOM BAR / SDTNM BAR SFA( INSTALL THE APPROPRIATE ANCHORS TO THE 1/B'THICK AMY.ANGLE SILL g GIVEN SUBSTRATE PER THE ANCHOR TABLES. (OPTIONAL) O • „, `' �r )6'THCK ALUM. I CONCRETE SHOWN,OTHER SIRABF TUBE BIAHD-OUP SXL SEE 1/4'0 SELF-TAPPING N SUBSTRATES INCLUDE GROUT Fl SUS 0 24'O.C.(TYP) BLOC((;ALUMINUM AND WOOD. SHEET 7 OPTIONS FOR TUBE a e SIDE RAIL GUIDE PLASTIC a tl BUILD-OUT OPTION 6 H•Ts °�110N1'e'" VA- i ROLL-UP HURRICANE SCREEN z ROLL-UP HURRICANE SCREEN `�S B 6 is srniwhe. 6 ra ssrn°eww ffi 3c _. T ® ®Pd 3.250• 3,250• TI � � .115' .209. 1 O O �2.0l100 O.SSOO I �-{.w F 99916 C WRIUGM ERGdH: FlDtf55• oa3oo � � THE POlIOM BA0.15 '°' 16-3080 REQUIRED OGLY GOP MIX ADDESS HOPE MYM MUM A=OUao—//n� T r seAtEINTSUNeePnNOY¢D OPROHeLfOPEHANUALLT LW NIH SIIAP IN BOITOIN(DT) WIN SNP N mu m?) -"1070 0.2690 ovERATm srsTEHs. °��' 3 SIDE RAIL WITH SNAP IN 8U1T0 4 SIDE RAIL WITH SNAP IN COVER s SLIDE�TRACK s ROLL-UP BOTTOM BAR 7 BOTTOM BAR TRACK GUIDE PLASTIC U 6 u amen Gern 5 .n eme.e G eaan rnwv¢er G .rs mee..e urnoi 6 .s secs 0 1 ,. •. - ```````�1 1181E I I 1 I K;BE11NM00°P.E SE 1/4-14 DRIL-FLEX(TIP) `� •.AVO (SEE ANCHOR TABLES ON 2 SHEETS 26&27 FOR SPACING) f NO PEpp46 E m,�vt , LL SUINUE SUBSIRA6 NQIDE 5/e-0 ACCESS HOLE(TYP) _ •K MM.--.,P.E mile 7E aw rum (OFFSET FROM DRIL-FLEX)BU) �-K �)__ _ • mm•STEEL APPROVED YUUJON •'•. y-TpTE �i O •.. 1/4-14 ORIL-PEEK(TVP) �`c.` PLOW: 10 NO SEE TAIRESFOR APPROPRIATE HOR AND SPACING SHEETS26&27 OFOR ISPACI G)ON SEE TABANCHOR AND SP CLES FOR SIING /�A7�/SSION p` ~Ol 8Z APPROVED APPROVED SIDE RAILS PER SEE ANCHOR TABLES TUBE OPTIONS W DETAILS ON SHEEP 6 FOR APPROPRIATE 1'X4• M �Tp ANCHOR AND SPACING 2•X4• IV, NOTE: � W W 3°X4. 27f3' MULLIONS FORM➢PEE LINO Z� DIU 3�(3' BSIALLAIONS S-HAVE ED 4X4• ` Lu APPROVAL FOR THIS TYPE OF Q .. .• c < SNIRTFR SY-a WTUBE L 9 m tlM ea. 2X4'0PTIONS 2•X2° ° :` (SFE TABLES ONS ) 3X4' 2-X3• . ° SHEETS 26&27 FOR SPA w 4X4' 3°X3• . . a DI ANGLE OpnpNS .• .4 G . 2°X3.713/8' . ° 3-A3-X3/8' MIA E71,a* 5/6'0 ACCESS HOLE(TYP) SEE TABLES FOR APPROPRIATE W e • ° ANCHOR AND SPACING a ULLION MOUNT-SECTIO ROLL-UP SUM TNSTALIATION(OPTION 4)-N.LS WALL MOUNT-SECTION BUILD-IN MOUNT-SECTIO v e SEE TABLES FOR APPROPRIATE ('f 7TPITAL SIDE RAR INSTALLATION(OPTION 4)-N.TS. API 3 SIDE RAIL RETALIATION(OPTION 5)-N.TS. p � BUILD-OUT MOUNT-SECTION Z ��,cb�, ([� 9DE RAIL INSfAUA7I0N(OPTIa16)•N.TS. I"T < 12 v s ry O Q z E I-X2'X1/8'RETENTION ANGLE E (FULL LENGTH OF SCREEN OPTIONAL) 8 REMOVABLE FASTENER REMOVABLE FASTENER I'X2'X1/8' 7 REMOVABLE 0 ——— — RETENTION ANCLE FASTENER �- 1-XI-I/2-XI/8- i RETENTION ANGLE 1'K7-1/2'X1/8' } ° RETENTION ANGLE i I I S SIDE RAIL I REMOV ERLE ° I I ® KB R O < I SIDE RAIL 6 ® SIDE RAIL SIDE RAIL y I I IL8 rLETENTION ANGLE-DETAIL nRETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION o ' SIDE RAIL INSTALIA730N(OPTION I)-N,TS. SIDE RAlI INSTALLATION(OPTION p-N.TS. 7 SIDEBAR INSTALLATION(OPTION I)-N.TS T3 SIDEBAR INSTAl1ATI0N(OPTION . NIYAIGM EMI.pfFNxG EXM[55• I NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. 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Y LOS��..F�' Esq' m Eleee 6 E.Y6EEEE EE EEEr IEE:.�EpCC LIEr: :..n 'Es:ml�eee .E?�E�Bm WGG11•I.IrCLGC�G 11G: : 11L6 ..W' Esr�' s:11IGLCCIIe �IG::■6'Irmr r.III:tl...Y.Y:m. _ � 1:1 _ 9 .�` BENN L9BINARD'IPA 0.373' I` •!Q 0.313' 13• r0.30. +{0.3731 0 .J13' ossa' - I 0,954' LLNo FE004 - 2 o.slse• 0.656• 0.656' -k —�--1- - P.E..2 _* ..000• ''�'•. 1.675' 0.093' 1.675' 'A STATE OF \ 0.093' ��,t••'•.,FLOR��P'• 0.093' 0.954" It s 0.09} WIQ �� 88 'a 1.000" I 1— 2.000 .. ... W�W} o .S �— L / / / /' /' 2.000' —� ALSO AVAILABLE .I+ 2.000' �L j QV u: INYk3' UIQ �QW BUILD-OUT REVERSE ANGLED"F'TRACK STANDARD"F'TRACK STUDDED ANGLED TRACK W ANGLED"F'TRACK BUILD-OUT"F'TRACK 6963-T6uuwxuM-swt m bo63•T6Au0NUM-sraEl:t $ W �z 6063-T6 ALUMINUM-SCALE:1:1 '606]-T6 AWMiNUM-SCALE:1:I 6063-T6 ALIANLNUM-SCALE:1:1 U3 d'dxw O W uS Z { l ZIPPER KEYNOTES z A. (3)ROWS STITCHING EACH SIDE L••L OF ZIPPER(THREAD:138 DENIER "! j i rT POLYESTER) W R� '� B. 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EXTERIOR FACE ADJUSTABLE (SEE FASTENER TABLES ONMAKE 92MM NQ=CKWIL STS SHEETS 14 h 15 FOR SPACING) STATE OF OPTIONAL FLAPOiG`L.'••.FIOF.�.. 1 0 ry '(WHEN REOUIREO PER ` ` .4 GENERAL NOTE d7) ,''''11" NA�o` Qrorr^� WP1 jj Cy tETR.1OR FACE - Lu O�LL B 0•TO 30' .. �� vy1L 1/4-MAX.GAP ° ° Zq �Q 4' ° c�a z� Zk NOTE:CAN BE ATTACHED ° ° F WW O •+ ®2 TO EXTERIOR OR ° 30' W INTERIOR FACa 3 FIXED OR ADJUSTABLE STRAP ° ° N A w ID 0 STRAP BRACKET WTM ` (2) 1/4.OR 5/16-TAPCON(TYP) a. j (SEE FASTENER TABLES ON a L3 SHEETS 14 h 15 FOR SPACING) 3.4 N n 1 OUTSIDE MOUNT-SECTION z INSIDE MOUNT-SECTION w STRAP BRAO(ET INSFAWITION(OPIION I)-N.TS. STRAP BRAIXEF INSTAUATION(OPRON 2)-N.TS t a!c OPTIONAL FLAP Z au (WHEN REQUIRED PER 1"4 GENERAL NOTE/7) O FIXED EXTERIOR FACE ADJUSTOA13LE THREADED INSERT IN CONC.OR FILLED CMU STRAP LAG EYE BOLT IN WOOD(TYP) Q (SEE FASTENER TABLES ON cc SHEETS 15 @ 16 FOR SPACING) G g � N R OPTIONAL FLAP 3 (WHEN REQUIRED PER m GENERAL NOTE 07) Q 0'TO 30' EXTERIOR FACE 3/4-THREAD1/4'MAX.GAP PENETRATION c ((� 2'EMBEDMENT NOTE:CAN BE ATTACHED 0•TO 30' _ EXTERIOR OR ol IN O EXTERIOR FACE FIXED OR ADJUSTABLE STRAP '° THREADED INSERT IN CONC.OR FILLED CMU ° LAG EYE BOLT IN WOOD(TYP) HIM (SEE FASTENER TABLES ON 36� SHEETS 15 k 16 FOR SPACING) coevac•r exwneeuxc erw�ss• OUTSIDE MOUNT-SECTION INSIDE MOUNT-SECTION 16-3080 3 EYE BOLTINSTALLATION(OPTION .S 4 EYE BOLT INSTAl1ATI0N(OPRON 4)-N.TS . a•m•.NfB UNlE56 NOTED 36 LJ 0000000 000@��9� X000000 0000000 :. �� 00�000000000000008��0 080000000000000000008m ;;00000 0000000 MEMORIES:-: 000000000000000000000 :;00000 0008000 666666666666000000000 000�00��000�0�0000��0 �;�0800 0000000 666666666666660000000 �����0�0�0�0�0a0�0�0� 0!8000 0000000 666666666666666000000 00 000000000000000000000M 000000006 606666060066600060000 660000000000000000000m `''0000 0000000 000080000000000000000 666600000000000000000m 000000000000000600000 000000000000900000000m "0 668866866666666666800 666666600000000000000 �0�;000 0000080 060066066666666606600 666666666000000000000 1`6606666666666666660 SIMMONS . 00;000 0000000 `;:;06660668666666660 666666666680000000000 'x``000 0080000 0�`��6660806666666660 666666666606000000000m ''x`000 0000000 ►;!!606666066666666 66666666666680008 N m "!. 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(239)938-1000 3 i MISSOURI ii:iii:iiiiiiiiiiiiii1111111111111111111111111111111111 -0- --Im II I .. RONNIE I 1111111111111 1111111111111 1 oil 111111111111111111111m 111111111111111111111m 11111111111111111111m SIZES loll I liiiiiiiiiiiiiiiiiiii MINIMIZE Im 1111111 . INS m loillillill I OZONE I I I 11111111 IS loollm �� ii��� IiioioIII 1111 HIM IIIIIII � 1111111m 1I . a1.a��lll pAp., ��Ir �� m ���IY� IA I �I�� 1 � VIII m� a� � � I WI m �� 4 PANELMATE PRO, PLUS, WAS & FEMALE & INSERT FOR SPANS 16' TO 30' 'eP 10E 20 . No PE004 P.I. ��T••'. SrArE OF /n ��S '•:c<ORIDA u• V g IuM tlx 1111 _ i �LL Ill Wtul 4 z W o 111_mF_ 0 L Lij ®Z� rL ow TABLE 10 - CONCRETE r b10 MON EDGE mSTARM �j ANCNOq TYPE IAADSPAN! SPAS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS 6PAN5 SPANS SPANS SPANS U O_ (Pfd iCtIB'B 1PTf li ITf1Td 1T-Tt10' lr.l'C ID'•r.1v 17.19$ IVrf20 W.2- 20•�Tf 31' .-.21W11'-Tt= 23's27s 2rrs2r 23!2]'8• ti•T 2-21'B' N'-r%2& 26'f25'A• 2S-rf28' 2f'!2S$ 26'-TSST WIN` 2r-rg2]&f OBE• 2C.r%W W129i ]P•r[ 30 7.0' 7.0' 7.0• 7.0• 7.0' 7.0" 7A' 6.0• 6.0• 6.0' 6.0' 6.0• 6.0' 6A^ 6.0• 6.0' 6.0' 6.0' 5.0 S.0• S.0' S.0' SA' S.0• 5.0• 5.0' S.0' 5.0' ]y ]5 7.0' 6.0' 6.0' 6.0' 6.0' 6.0" 6.0' 6.0' 6.0' 6.0' S.0' S.0' E.D. ].0` 5.0' S.0' SA' 5.0' 5.0' S.0' ].0' S.0• 5-0' 3.0' SA' l0" •A' ..0' d S fi+-10 {0 6A' 6.0' 6.D' 6.0" S.0' S.0^ S.D. 5.0' S.0' S.0' SX 3.0" s.0' S.0' S.0' S.0' {.0' 1.0' +.D• 1.0- 1.0' LO" 1.0` •.0' /A- /.0' /.0' •.D• 70" " V1^� {.0" IA {.0' +0' /.0^ IC I.' 1.0' •A •.0' •0 •.0 {.' IAHUT! S.D. s.0" S.0' S0' S0' S050S0 S.D10" ) W EMDEDNENT SD SA" 5.0• S.D. ].0SA1.01D1. . . . . . . A . 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