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Florida Building Code Online 10 on BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications I FBC Staff I SCIS Site Map, I Links I •Search Florida C3 Product Approval ^O r g USER:Public User &vu�.3'-anrtl vzE�crs m Product Aopmval Mann>Proud Applicationr Parch>Application List>Application Detail OMCE OF Tilt FL# FL11291-R7 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. ❑� Validation Checklist- Hardcopy Received Certificate of Independence FL11291 R7 COI Indep_pdf Referenced Standard and Year(of Standard) standard Year ASTM D1929 2014 ASTM D2843 2010 file:///SSSE-SVR/Data/2018%2oStructure%2ODoc%2OALL/Product%2OApproval.htnil[4/18/2018 11:33:37 AM] Florida Building Code Online ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 ASTM E330 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R7 Equiv Enuiv .pdf 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 Dwol.pdf 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. FL11991 R7 AE Evall.pdf Created by Independent Third Party:Yes 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 Dwg2.12df 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.pdf FL11291 R7 AE UV Letter.pdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:8SO-487-18 4 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 a-mall 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: `�".' ® eChe`c file:///SSSE-SVR/Data/2018°/u2OStructure°/u2ODoc°/n20ALL/Product%2OApproval.html[4/18/2018 11:33:37 AM] If STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL1. THE SYSTEM DESCRIBED NOTEER HEREIN HAS BEEN DESIGNED ANDTEST ED IN ACCORDANCE WITH FLORIDA BUILDING CODE SIXTH EDITION(2017)AND 203$ FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE INTERNATIONAL BUILDING CODE,FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM E330,E3996,AND E1886 TESTING STANDARD!_ � `S 2 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL- •O EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALU E t STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY REFER TO TABLES REPORT SUBMITTED FORTHE SAME PRODUCT APPROVAL :y 3. NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DEs!jq�ly,F. rn STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN FOR ALLOWABLE WOOTHIS SYSTEM. WIND LOAD DURATION FlICTOR Cd-1.6 HAS BEEN USED FORS f� '• y WOOD ANCHOR DESIGN. G •"•. - 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH TNI' -y !D•• VLT-VISUAL UGH!TRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 DESIGN PRESSURES SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE z,� UVF-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.12 0.14 0.12 0.06 0.07 WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR////et �� S EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES l�T SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.18 0.09 EVALUATION BASED ON: �rt��1 L. PT"• •o LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. W O „] U VLR-VISUAL UGHT REFLECTANCE 0.07 0.53 0.26 0.44 0.22 FENESTRATION TESTING LABORATORY,INC. S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES W LLy LL a; DIVIDED 8Y A 1.5 SAFETY FACTOR. - - W SSR-SOLAR SPECTRUM REFLECTANCE 0.04 0.46 0.19 0.42 0,11 LAB.No. 6441 LAB.No. 7590 W O .=K PROJECT No. IS-5893 PROJECT No. 13.4387 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE Z 11� �y?() SHGC-SOLAR HEAT GAIN COEFFICIENT 0.17 0.25 0.17 0.17 0.14 INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE �l q LAB.No. 844D FILE No. 13.890 CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTEREDg<9-10- SHGC G 9 0 0 SHGC REDUCTION 78% 67% 78% 78% 82% �a PROJECT No. 15.5692 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION v Ot 10 SHGC PROPERTIES TESTED T0:NERC 201-2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY PRO No. 9695 Z LAB.No. 7561 WITH THIS DOCUMENT. pN���w PROTECT No. 37-7199 LTJ W HOT BOJ(METHODS AND UTILIZING CLEAR,INSULATED GLASS. PROJECT No. 13.4387 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS D~W u z FILE No. 13-890 LAB,No. 9818 THAN 10%. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION 3.,t! rQ�o OPTICAL PROPERTIES TESTED TO: LAB.No. 13-8 PROJECT No. 9818 9 DOCUMENT,SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL y y s Ila ASTM E972/ASTM E1084/ASHRAE 74 /NERC 202 DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. tU PROJECT No. 09-1664 B. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO 'D W W TESTING BY:ARCHITECTURALTESTING,INC.,FRESNO,CA FILE No. 09.665 IAB.EC 17-7 WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS BY OTHERS)SHALL BE '°'I O PROJECT No. 17-7543 WHAT IS SHGC? LAB.No. 9836 ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. ^ 9. MAXIMUM PANEL SPAN: PROJECT No. 17-7543 LAB.No. 9835 N A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE 115 THE MAXIMUM AMOUNT Or-SOLAR HEAT PROJECT No. 17-7449 9.1. 30'-0"FOR DESIGN PRESSURES UP TO f60 PSF U GAIN THAT CAN COME THROUGH A WINDOW AND O IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT LAB. 9.2. 16'-0"FOR DESIGN PRESSURES UP TO 1130 PSF EC 9742 25%OF THEAVAILABLE 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 T0360 PSF H z WHAT IS VLT? PROJECT No. 17-7449 30.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2&9.3 ABOVE. 11PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER zi 0 VLT MEASURES HOW MUCH U .GH!COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 LAB.No. 9833 Lu17-7543 IAB.No. 9647 PROJECT No. PANEL CONTAINING THE FOLLOWING MINIMUM INFORMATION: L J, AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. PROJECT No. 17-7199 STORM SMART INDUSTRIES,INC. 63621DlEWILD STREET,FORT MYERS,FL 33966 STRUCTURAL HEMS FL PRODUCT APPROVAL NO.PLL 1291.1 APPROVED EDGES u OPENING NO.A = E 12,HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS U) E E'o STRAP,LOOP,BUCKLE STRAP APPLICABLE.ALL SCREENSARE ALLOWED FOR TWO OPPOSITE SIDE ATTACHMENTS 1 1.500" L 1.500" y PANEL LASER CUT EDGE PANEL WITH NO DEFLECTION REQUIREMENTS. (� m �j6 NYLON CORDING ' 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR ' u• F AFFIRMATIONS ARE INTENDED. H S / NYLON LUFT TAPE STITCHING SPAN DIRECTION EDGE: NO HEM 14,ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. p / 31�°LOOP HEM FABRIC 'Se I.D.#3 GROMMET r PANEL HEM HURRICANE BARRIER ag z p^` 1.250" 1.250' M-FOLD WELD PANEL POLYPROPYLENE MONOFILAMENT WOVEN INTO No PANEL �- BASKET WEAVE DESIGN: 0.250 0.375 SPAN DIRECTION HEM: HEAT WELD BEIGE/BLACK(BROWN),BEIGE/WHITE(BONE), N o OPTIONAL NEM STITCHING 1.500' 1.SDDSTRAP,LOOP, 2"PANEL NEM BLACK,BLACK/WHITE(GRAY),WHITE,BLACK "4 FABRIC PANEL 3�°STRAP HEM BUCKLE/STRAP OR BI-FOLD WELD PANEL TYPICAL ROLL E - � LUFT TAPE C --- MECHANICAL PROPERTIES 1TESTMETHOD UNIT VALUE p STITCHING BI-FOLD W/DOUBLE STITCHING ! ! MD CD fn GRAB TENSILE STRENGTH ASTM D4632 LBS ! SDD 550 3: L LIR BI-FOL STITCHING - DETAILS TRAPEZOID TEAR STRENGTH!ASTM D4533 LBS ! 200 1 250 o a OR EQUAL MULLEN BURST ASTM D3786 PSI 750 SPAN DIRECTION-SCALE N.TS. cR PUNCTURE STRENGTH ASTM D4833 LBS 200 B 3Y"BUCKLE HEM 3YA MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED FOR SPAN°STRAP HEM AIRFLOW ASTM D737 CFM 175 _ 1 N f /J STRAP DIRECTION EDGES. PERCENT OPEN AREA' j COE-02215 % j 5 �� B� %STRENGTH UV RESISTANCE(QUV) ASTM G154 70 r DISTANCE BETWEEN ROWS OF RETAINED PANEL .L 2"BI-FOLD STICHING MAY VARY.STITCH PATTERNS, 'Percent Open Area is a MARV. my ggB �s STRUCTURAL ATTACHMENT FOR STRAP k BUCKLE: 0 -,I DISPLAY REQUIRED NUMBER OF STITCH =CONTENT S ITEST METHOD UNIT TYPICALVALUE (3)ROWS STITCHING MIN.&BOX STITCH®EACH HEM ROWS SHOWN,MINIMUM. ASTM D5261 O2/YD' 9,7 0.334"NYLON CORDING _ ASTM D5199 MILNYLON LUFT TAPE .STRAP SPECIFICATIONS: BUCKLE SPECIFICATIONS: EPI/PPI 60x63 100%PP 15-2975 STITCHING PATTERN:X100 1D00 PATTERN;SPIKE TEETH GRIP scue�NTs uNLEss NDrED FABRICf1rWIDTH/DIAMETER: 1.875"+/-0.063" g STANDARD HEM - - - - THICKNESS: 0.050"+/-0.010° WIDTH/DIAMETER: 2.5°+/-0.10' SEWING: THICKNESS: 0.050"+/-0.010" NIS 4gD.25",x•0.25" AVERAGE BREAK STRENGTH: 6000 LBS T138 POLYESTER THREAD(FOR ALL SPANS CSP+/-13OPSF) 1.75" MATERIAL, POLYESTER MATERIAL, ACETAL 2400/2640 PTFE THREAD(FOR SPANS UP TO 16•&+/-130PSF) GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. r -r FN NKL BHRI W00,P.E TABLE 1 Q �LOAD ON EXISTING UCTURE FROM SCREEN SYSTEM \ V T ARALLEL LOADS(PLF) SPAN DESIGN PRESSURE 4c: 0 PSF 35 PSF 40 PSF 4 F 0 PSF 55 PSF 60 PSF j 65 PSF 0 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 =* ; ND Z �� T-O" 257.2 85.0 31 33 361 385,3 408.3 430 452.5 473.8 494.6 515.0 535.0 I 554,6 573.9 592.9 j 611.6 630.0 648.1 666.0 663.6 -O =L _ _ 3'-0" 85.0 5. 73.5 .7 I 427.0 452.5 7.3 501.4 525.0 548.1 570,7 592.9 614.6 636.0 657,1 677.8 698.1 718.2 738.0 757.6 �J _ 4'-0" 345.3 3 408.3 438.0 466.7 494.6 521.7 548.1 573.9 599.1 623.9 648.1 671.9 695.2 718.2 740.9 763.1 785.1 806.8 828.1 ��T'• S7, E- -- - -4.6 - 4'-6" 33 .0 373.5 408.3 441.6 473.8 504.6 53 . 564.3 592.9 620.8 648.1 674.8 701.0 728.8 752.0 776.9 801.4 825,5 8492 872.7 895.8 %��'•F� I .. _. .. _. ._- _. .- - -- - ---i3-6.2 '. �F {O 1.5 438.0 .6 508.2 541.6 _73.9 605.4 636.0 666.0 695.2 723.9 752.0 778.6 608.8 833.4 859.7 885.5 911.0 961.0 466.7 504.8 541.6 1 577. 611.6 645.1 677.8 709.7 740.9 771.4 601.4 830.8 859.7 888.1 916.1 943.6 970,8 997.6 1024.0 i�N �1H N 535.0 573.9 .6 646.1 683.6 718.2 j 752.0 785.1 817.5 849.2 880.4 911.0 941.1 970.8 1000.0 1028.8 1057.2 1085.2 �� �� a$6'-0" 6 477.3 521.7 564.3 605A 645.1 683.6 721.1 757.6 793.3 828.1 662.3 895.8 j 928.7 961.0 992.7 1024.0 1054.8 10852� 1115.1 1144.6 W o wg_W _ °` 7'-0" 548.1 592.9 j 677.8 718.2 757.6 796.0 833,4 870.1 906.0 941.1 975.7 1009.6 1043.0 1075.9 1108.2 1140.1 1171.6 1202.6 Z Q �'¢ .: LL 7'-0" 473.8 525.0 573.9 620.8 666.0 i 709.7 752.0 793.3 833.4 872.7 911.0 946.6 985.4 1021.6 1057.2 1092.1 1126.5 1160.4 1193.8 1226.7 1259.2 a O m m tl`i z 0 8'-0" .6 548.1 599.1 695.2 i 740.9 785.1 828.1 870.1 j 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 ++ i - - w B'-0" 570.7 623.9 674.8 723.9 ' 771.4 817.5 862.3 906.0 948.6 990.3 1031.2 10712 1110.5 1149.2 1187.1 1224.5 1261.4 1297.7 1333.5 1366.8 !II 111 $,•+S c^ 9'-0" 535.0 1 592.9 701 0 752.0 801.4 8492 895.8 941.1 985.4 1028.8 1071.2 1112.8 1153.7 1193.8 1233.3 1272.1 1310.4 r 1348.1 1385.3 i 1422.0 3�-' u' U]D axw 9'-0" .6 614. i 671.9 726.8 779.6 830.8 880.4 928.7 975.7 i 1021.6 1066.5 1110.5 1153.7 1196.0 1237.6 1278.5 1318.8 1358.5 1397.6 1436.1 1474.2 w 10'-0" 7 9 6.0 695.2 752.0 806.8 859.7 911.0 961.0 1009.6 1057.2 1103.6 1149.2 1193.8 i 1237.6 1280.7 1323.0 j 1364.7 1405.7 14462 1496.1 1525.4 p w 10'-5" _ 657.1 718.2 776.9 033.4 888.1 941.1 992.7 1043.0 1092.1 1140.1 1187.1 1233.3 1 1278.5 1323.0 1366.7 1 1409.8 1452.2 1494.0 1535.2 1 1575.9 4 ti 2. 11'-0" 611.6 677.8 740.9 801.4 859.7 916.1 970.8 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 j 1625.5 N 630.0 698.1 763.1 825.5 885.5 943.6 1000.0 i 1054.8 1108.2 1160.4 1211.4 1261.4 1310.4 1358.5 1405.7 1452.2 1497.9 1543.0 1567.4 1631.2 1 1674.4 12'-0" 648.1 718.2 j 785.1 8492 911.0 970.8 1028.9 1085.2 1140.1 1193.8 I 1246.3 1297.7 1348.1 j 1397.6 14462 1494.0 1541.0 _ 1587.4 1633.1 1678.1 1722.6 H 12'-0" 666.0 738.0 606.8 872.7 936.2 997.6 1057.2 1115.1 I 1171.6 4 1226.7 1280.7 1333.5 1385.3 -1436-17'-14i6-l--. 15352 i 1583,6 1631.2 1678.1 1724.4 1770.1 z 13'-0" 683.6 757.6 828.1 895.8 961.0 1024.0 1085.2 _1144.6 1202.6 j 1259.2 1314.6 1368.8 1422.0 1474.2 1525.4 1575.9 1 1625.5 1674.4-i 1722.6 1770.1 1917.0 W .: d - --T1 - 13'-5" 701.0 776.9 849.2 918.6 _ 985.4 1 1050.1 12.8 1173.8 1233.3 1 1201.3 i 1348.1 1403.7 1458.2 1511.7 1564.3 1616.0 1666.9 1717.1 1766.5 18152 1863.3 14'-0" 718.2 796.0 870.1 941.1 1009.6 1075.9 1140.1 1202.6 1263.5 1323.0 13812 1439.1 1 1494.0 1548.8 , 1602.7 1655.7 1707.8 17592 1809.8 1859.8 I 1909.0 14'•6" 735.2 814.8 890.7 963.4 1033.5 1101.3 1167.1 1231.1 j 1293.4 1354.3 1413.9 1472.2 j 1529.3 1585.5 1840.6 1694.9 ! 1748.3 1800.8 1852.7 1903.8 I 1954.2 (n c E 15'-0" 752.0 833.4 911.0 985.4 1057.2 1126.5 1193.8 1259.2 I 1323.0 1385.3 1446.2 1 1505.8 i 1564.3 1621.7 1678.1 1733.6 1 1788.2 1842.0 1 1895.0 1947,3 ! 1998.9 1 15--v 768.7 851.9 931.2 1007.2 1080.5 1151.4 1220.2 i 1287.0 1 13522 1415.9 1478.1 1539.1 ' 1598.9 j 1657.6 1715.2 1771.9 ' 1827.7 1882.7 j 1936.9 1990.3 I 2043.1 0 9 m F 16'-0" 785.1 870.1 I 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 i 1978.3 2032.9 2086.8 ? f 16'-6" 801.1 _ _987.9 _s7o.a 1oas.7 _1125.1_ _11555 iz71s 17.0" 816.6 905.0 T 989.3 1070.1 1147.9 j 12232 1296.3 _17.6"_ 831.9 921.9 i 1007.8 1090.1 1769.4 1246.1 1320.6 18'-0" 646.9 938.61 1026.0 11 D9.8 1190.5 1268.6 j 1344.4 3 U 18'-0" 861.7 954.9 1 1043.8 1129.1 1211.3 1290.7 1367.8 U) g 19'-0" 876.2 971.0 1 1061.4 1148.1 1231.6 1312A 1390.8 19'-5" 890.4 986.7 1 1078.6 1166.7 j 1251.6 1333.7 1413.4 20'-0" 904.3 1002.2 1 1095.5 1185.0 1271.2 1354.6 1435.5 20'-0" 918,0 1017.3 1112.0 1202.9 j 1290.4 1375.1 1457.2 21'-0" 931.3 1032.1 1128.2 1220A�1309 1395.1 1478.4 _21'-6"__944A _1046.6 1 1144.1 1237.5 1327.6 1 1414.7 14992 a a 22'-0" 957.2 1060.8 1159,6 1254.3 1345.6 14318 1519.5 22'•6" 969.7 1074.6 i 1174.7 1270.7 1363.1 1452.5 1539.3 I Ty=PERPENDICULAR LOADS $� 23'-0" 981.9 1088.1 1189.5 1286.6 138072-T1470.8 1558.6 (EITHER DIRECTION) T=SCREEN TENSION N 23'-0" 993.7 j 1101.3 I 1203.8 1302.2 1396.9 1 1488.5 1577.4 24'-0" 1005.3 1114.1 1217.8 1317.3 1413.1 ' 1505.8 1595.7 & a 24'-5" 1016.4 : 1126.5 1231.3 1331.9 1428.8 i 1522.6 _1613.5 �O Tx=PARALLEL LOADS d 19, 25-0" 1027.3 1138.5_ 1244.5 1346.1 1444.1_ 1.1538.8 1630.7 cmb -25'-0" 1037.8 1150.1 1257.2-_1359.9 1458.8 1554.5 1647.4 t�g� 26'-0" 1047.9 1161.3 1259.4 1373.1 1473.0 1569.7 1663.4 LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN, SLIDE TRACK, GROMMET,AND 26'-6" 1057.6 1172.0 1281.2 1385.8 1486.7 1584.2 1678.8 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. 27'-0" 1066.9 1182.4 1 1292.4 1398.0 1499.7 1598.1 1693.6 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS mcwcnr[ncaeew"c omRcss• 27'-6" 1 1075.8 1192.2 1 1303.2 1409.6 1512.2 1611.4 1707.7 15-2975 28'-0" 1084.2 1201.5 1313.4 1420.7 1524.0 1624.0 1721.0 SGLERNTS UNLESS NOTED 28'-6" 1092.1 1210.3 1 1323.0 _1431.1 1535.2 1635.9 1733.6_ N 29'0" 1099.6 1218.6 1332,0 1440.8 1545.7 1647.1- -1745.4 29'-8" 1106.5 1226.2_ 1340.4_ 1449.9 1555.4 __1657.4 -1766 4 30'-0" 1112.8 1233.3 1 1348.1 1458.2 1564.3 1666.9 1766.6 TAB E 2 \` q LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM N0 Aii, v� 8 -G l 1 12_ 1 Ty=PERPENDICULAR LOADS(PLF) ��\ EN �I sLr t: \ SPAN DESIGN PRESSURE 1 LQ 0 PSF 35 PSF 40 PSF SF 1 50 PSF 55 PSF SF 65 PSF 70 PSF 75 PSF 80 PSF 85 PSF 1 90 PSF 95 PSF 100 PSF 105 PSF 110 PSF I 115 PSF 120 PSF 125 PSF 130 PSF = No 549 vcq®mrt 3'-0" 45.0 .5 60 67.5 75.0 82.5 90.0 97.5 105.0 112.5 120.0 127.5 v 135.0 142.5 150.0 157.5 165.0 172.5 180.0 187.5 195.0 � P•E 9 9 3'-6" 2.5 1.3 0.0 78.8 87.5 96 105.0 113.8 122.5 131.3 140.0 148.8 1 157.5 166.3 175.0 183.8 192.5 201.3 210.0 216.8 227.5 _- 4'-0" .0 70.0 80 90.0 100.0 ! 10.0 120.0 j 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 ��0 S i 2 4'•6" 5 0.0 101.3 11 I 123.8 135.0 146.3 157.5 168.8 180.0 191.3 ' % F OP . 202.5 213.6 225.0 236.3 247.5 258.6 270.0 281,3 292.5 �t . C� '• ` 11 1 5'-0" ,5 :_100.0 112. 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 1/;SSS/ 963 _110 23.8 137.5 151.3 165.0 X178.8 192.5 206.3 220.0 233.8 247.5 261.3 1 275.0 288.8 302.5 316.3 330.0 343.8 357.5 �� 1 I 1 �IF�rn °" 6' 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 W w LL H 6'6" �3.8 130.0 146.3 162.5 178.8 195.0 211.3 227.5 243.8 260.0 276.3 292.5 308.8 325.0 341.3 357.5 373.8 390.0 406.3 422.5 W W o y= ■ .5 140.0 157.5 1 175.0 192,5 210.0 227.5 245.0 262.5 280.0 297.5 315.0 332.5 950.0 367.5 385.0 402.5 420.0 437.5 455.0 Z u'U :u 1 V-6" 112.5 131.3 , 150.0 168.8 ! 187.5 206.3 225.0 243.8 262.5 281.3 300.0 318.8 1 337.5 356.3 375.0 393.8 412.5 431.3 450.0 468.8 487.5 va a W LL o 8'-0" 0.0 140.0 160.0 160.0 200.0 220.0 240.0 260.0 280.0 300.0 320.0 340.0 1 360.0 380.0 400.0 420.0 440.0 460.0 480.0 500.0 520.0 Z X a N p g t2 5 148.8 1 170.0 1 191.3 212.5 1 233.8 255.0 276.3 297.5 318.8 1 340.0 367.3 1 382.5 403.8 425.0 446.3 467.5 486.8 510.0 T 531.3552.5 w W .,Lu^ z 9'-0" 5.0 157.5 180.0 202.5 225.0 ' 247.5 270.0 292,5 315.0 337.5 360,0 382.5 405.0 427.5 450.0 472.5 495.0 1 517.5 540.0 562.5 585.0 8rLh W z -175.0-1 166.3 ' 190.0 213.8 237.5 j 261.3 285.0 308.8 332.5 356.3 1 380.0 403.8 427.5 451.3 475.0 498.8 522.5 546.3 570.0-7. 593.8 617.5 o w =W 175.0 T 200.0 225.0 250.0 1 275.0 300.0_ 325.0 350.0 375.0 1 400.0 425.0 ' 450.0 1 475.0 500.0 _525.0 550.01 575.0 600.0 1 625.0 650.0 p W 10'41 183.8 210.0 236.3 262.5 288.8 315.0 341.3 367.5 393,8 420.0 446.3 472.5 498.8 525.0 551.3 577.5 603.8 630.0 656.3 652.5 ~ 2- 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 j 522.5 550.0 577.5 605,0 1 632.5_ 660.0 1 687.5 715.0 N '\ 11'-6" 172.5 201.3 230.0 258.8 287.5 316.3 345.0 373.8 402.5 431.3 460.0 488.8 517.5 546.3 575.0 603.8 632.5 1 661.3 690.0 718.8 747.5 12'-0" 180.0 210.0 240.0 j 270.0 300.0 330.0 360.0 390.0 420.0 450.0 480.0 510.0 540.0 570.0 fi00.D 630.0 660.0 690.0 _ 720.0 750.0 780.0 rZi 127-6" 187.5 218.8 250.0 281.3 312.5 343.8 375.0 406.3 _ 437.5 468.8 i 500.0 531.3 562.5_ __593.8 __ 625.0 656.3 687.5 718.8 750.0 1 781.3 812.5 z 195.0 227._ 5 Y 260.0 292.5 325.0 357.5_ 390.0 422.5 455.0 j 487.5 520.0 552.5 585.0 _ 617.5 _650.0 682.5 715.0 747.5 _780.0�_ _812.5 845.0 Lu ., 13'•6" _ 202.5__ 236.3 1 270.0 303.8 337.5 371.3 405.0 438.8 472.5 506.3 I 640.0 ___573.8_ 607.5 _641.3^1 675.0 708.8 742.5-1776.3-- 810.0 _843.8 877.5 14'-0" 210.0 245.0 j 280.0 315.0 350.0 305.0 420.0 455.0 490.0 525.0 560.0 595.0 630.0 665.0 j 700.0 j 735.0 770.0 805.0 840.0 875.0 910.0 Fes„ 14'-6" 217.5 253.8 j 290.0 326.3 362.5 398.8 435.0 1 471.3 1 507.5 543.8 1 580.0 616.3 652.5 688.8 1 725.0 1 761.3 797.5 i 833.8 870.0 1 906.3 1 942.5 5.0 262.5 300.0 337.5 375.0 412.5 450.0 487.5 525.0 562.5 600,0 637.5 675.0 712.5 1 750.0 787.6 825.0 ! 862.5 900.0 937.5 1 975.0 o > 232.5 271.3 3t 0.0 348.8 387.5 426.3 465.0 503.8 542.5 581.3 620.0 658.8 697.5 736.3 775.0 813.8 852.5 691.3 i 930.0 968.8 ! 7007.5 Z M W r a 16'-0" 240.0 260.0 320.0 360.0 , 400.0 440.0 480.0 520.0 560.0 600.0 640.0 680.0 720.0 760.0 800.0 840.0 i 880.0 920.0 1 960.0 1000.0 ! 1040.0 , m 16'-6" 247.5 268.8 I 330,0 371.3 , 412.5 453.8 495.0 _ H 2� � 17'-0" 255.0 297.5 340.0 362.5 425.0 � 467.5 @ 'CL m o g 17'-6" - 262.5 306.3 350.0 393.8 437,5 481.3 525.0 18'-0" 270.0 315.0 360.0 406.0 450.0 i 495.0 540.0 18'-6" 277.5 323.8 370.0 416.3 462.5 508.8 555.0 In w E 191-0" 285.0 332.5 380.0 427.5 475.0 522.5 570.0 292.5 341.3 390.0 438.8 487.5 536.3 585.0 H _ O 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_ 563.8 616.0 21'-0" 315.0 367.5 420.0 _ 472.5 _525.0 ��577.5 630.0 's 21'-6" 322.5 376.3-_ 430.0 483.8 537.7 5591,3 64� g 330.0 385.0 440.0 495.0 _550.0 605.0 660.0 I ` 22'•6" 337.5 393.8 450.0 j 506.3 562.5 618.8 675.0 Ty=PERPENDICULAR LOADS 23'-0" 345.0 402.6 , 460.0 517.5 676.0 63Y.s 690.0 (EITHER DIRECTION) T=SCREEN TENSION ys 23'-6" 352.5 411.3 470.0 1 528.8 587,5 646.3 705.0 ! a 9 _24'-0" _360.0 420.0 ..�_480.0 i 540.0 600.0 660.0 720.0 ✓ 24'-6" 67_____428.. I 490.0 551.3 612.5 _673.8 _735,0 �O Tx=PARALLEL LOADS w e1 375.0 437.5 500.0 562.5 j 625.0 687.5 750.0 n e 6 257-6"-' 382.5 446.3 510.0 573.8 637.5 701.3 765.06 26'-0" 1 390.0 455.0 520.0 585.0 650.0 715.0 780.0 LOADS ON EXISTING STRUCTURE NOTE SIDE RAIL SECTION SHOWN, SLIDE TRACK, GROMMET, AND 99 26'-0" j 397.5 463.8 530.0 596.3 662.5 726.8 795.0 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. I Hill SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS 2T-0" j 405.0 472.5 540.0 607.5 675.0 j 742.5 810.0 comucvrcrwsuEewxcF.z�ssm 27'-6" I 412.5 401.3 550.0 618.8 687.5 756.3 825.0 15-2975 28'-0" 420.0 _ 490.0 560.0_ 630.0 700.0 __770.0 __840.0 Sauer Nf8 urnFss uo1FD � 28'-0" ,_427.5 498.8 _570.0 641.3 712.5 783.8 855.0 N 29'-0" 435.0 507.5 500.0 652.5 725.0 797.5 870.0_ 29'-0" 442.5 516.3 590.0 663.8 737.5 811,3 885.0 30'-0" 450.0 525.0 1 600.0 675.0 750.0 ! 825.0 900.0 ,�SJ� .r MINIMUM SEPARATION FROM GLAZING VALUES TABLE 3 ESSENTIAL FACILITIES AND ZONE 4 ONLY Fabric Span P LOAD+PS �� 4. 30 35 40 1 45 50 55 60 65 70 1 75 80 85 90 95 100 1 105 110 115 1 120 1 125 130 ,* 3.00 ft 2.30" 2.37 2.43' 2.49' 2.64" 2.b9" 2.64" _ 2.68° 2.72' _ 2.78" 2.80' 2.84" 2.BT 2.91" 2.94" 2.97' 3.00' 3.03" 3.06" ; 3.09' 3.12' u9 L,g08Npppp,p __3_50ft 2.60' 2.68" 2.76' 2.83' 2.89" 2.95' 3.01' 3.06' 3.12' 3.17" 321' 3.26' 3,30" 3.34' 3.38'_ _ 3.42' 3.46' 3.50" 3.53" 3.5T 3.60' 4.00 ft 2.91" _3.01" _ 3.10' 3.18" 3,26" 3.33"-3.40" _ 3.4r 1 3.53" 3.59' 3.64° 3.70" 1 3.75• 3.80" 3.85" 3.89' 3.94' 3.98" 4.03" 4.07• 4.11" 'O��C STATE 4.60 ft 3.23" - -3.35" _3.46' 3.55" 3.64" 3.73' 3.81" 3.89" 1 3.96"- - 4.03" 4.09' 4.16° 4.22" 4.28' 4.33" 4.39" 1 4.44" 4,49' _4.54' 4.59" 4.64" 5.00 ft 3.57" 3.70" 3.83"- _3.94" 4.04" 4.14" _4.23" 4.32" _4.40" _ 4A8" 4.56"_-_- 4.63" 4.70" 4.7r 4.83" 4.90" 4.96" 5.02" 5.07" I 5.13' _5.19° i///S -•�+',i 5.50 ft --3.91" -- 4.07' -�4.21" 4.34" 4.46" 4.57' 4.67" 4.77 4.87' 4.96" 6.04' 5.12" - - 5.20" 5.28" --5.35" -�5.4-�"5.49' 5.66" 5.63" 5.69' 5.75" //r 1 p 1 11w to f 6.00 ft 4.2r 4.45' 4.60" 1 4.75" 4.88" 5.01' 5.12" 5.24" ' 5,34' 5.44" 5.54° 5.63" 5.72" 5.81" 5.89" 5.97' 6.05" 6.12° 6.20" 6.2r 6.34' w.~. 6.50 ft 4.64" 4.83" 5.01" 5.17 5.32" 5.46' 5.59" 5.71' 1 5.83• 5.94" 6.05" 6:15• 6.25" 6.35" 6.44° 8.53" 6.62" 6.70" 6.78' 6.86" 6.94" W VJN N 7.00 ft 5.OY 5.23" 5.43° 5.60" 5.77 5.97 6,07' 6.20• I '6.33" 6.46" 6.58' 6.69" 6.80" 6.90" 7.01" 7.10' 7.20" 729" 7.387.47 - 7.55" w p ,_ ge 7508 5.41" 5.64" i 5.85" 6.05" 6.23" 6.39" 8.55" 6.70" 6.85° j 6.98' 7.11" 1 7.24" 7,36" 7.47' 7.58' 7.69" 7.80° 7.90" 8.00" 8.09• 8.19" r?rn �j UU•• Q 8.00 ft 5.80° 8.06• 6.29' 6.50" 6.70' 6.88' 7.0.5' 7.22" 7.37" 7.52" 7.66' 1 7.80' 7.93' 8.05' 8,18' I 829' 8.41" 8.52" 8.63" 8.73" 8.83' U Q �Q ug gwg Z 8.50 ft 6.21' 8.48" 6.73° 6.96" 7.18' 7.37 7.56' 7.740 7.91• 9.OT 822• 8.37 8.51' 8.65" 8.78" 8.91' ! 9.03° 9.15" 9.2r 9.38' 9.49' ZX a m G a 8.00 ft _6.62' __6.92, 7.19' 7.43' 7.66" 7.88' 8.08' 8.27 8.46" _ 8.63" 8.)9` 8.95' 9.11' 9.25' 9.40" I 9.53' I 9.BT 9.80' 9.92" 10.04° 10.16" W W w rq W^®Z 9.50 ft 7.04" 8.16" 8.39" 8.61" 8.82" 9.01' 920" _9.38' 9.55' 9.71' 9.Br 10.02" I 10.17' 1 10.32' 10.45" 10.59' 10.77 10.85 3 L+ �z 10.00 ft 7.47' 7.81' 8.12, 8.40' _ B.BT 8.92" I 9.15' 9.37 9.58" _ 9.78° 9.9r_ 10.15" 10.33' 10.50" 10.66' {_10.82' i 10.97 11.12" _ 11.27 _ 11.41" 11.55° 10.50 ft 7.90' 8.27 8.60' 8.90" _ 9.18' 9.45° 9.70" 9.93'_ 10.16" 10.37 10.57" 10.72, _10.86' _11.14' 11.31 11.48' 11.65' 11.80' 11.96" 12.11' 12.25" o W w 11.00 ft _8.7 8.35' 8,73" 9.08 9.41• 9.71" 9.89' 10.25" 10.50° 10.74' 10.97' 11.19' ---11.39" 11.59° 11.78' 11.97_ 12.15' 12.33' 12.50 _ 12.66' 12.82' 12.98° 11.50 ft 9' 9.20• 9.58 r 9.92, 10.24" 10.54' 10AT_ 11.08" 1 11.34"Y _11.58" _11.81" 12.03' 12.24' 12.44" 12.64' 12.83" _ 13,02" 13.20 _ 13.37 13.54" 13,71" 12.00 R 9.25" 9.88• 10.08 _ 10,4410-.78' 11.10" 11.39" 11.82, 11.94' 12.20" 12,44' 12.67 12.90° 13.11" 13.32" 13.52" 13.72" 13.91° 14.09" 1427' 14,46' U N 1250 R 9.71" 10.17' 10.59"- - 10.97 1 11.33" 11.66"_ 11.97" 1227 12.55" 12.82' 13.08' 13.33' 13.56' _ 13.79" 14.01' 14.22' 14.43° _ 14.83' 14.83' 15.02" 15.20° Z 13.00 ft 10.18" 10.66° 1 11.10` 1 11.51" 11.88• ---12.23' 12.56' 12.88" 13AT' 13.46" 1 13.73• 13.99° 14.24" 14.48" 14.71° 14.93 115.15" 15.36• 15.Sr 15.TT 15.96" ►~ z 13.50 ft 10.65' 11.16" 11.62" 1 12.05' 12.44" 12.81" 13.16" 13.49" I 13.80" 14,10" 1 14.38" 14.66' 14.92• 15.17" 15.42" 15.65" 15.68" 16.10' 16.32" 16.53" 16.73 + z 14.00 ft 11,13° 11.67" 12.15" 12.60" LLJ 13.01" 13.40" 13.76' 14.11' 14.44' 14.75" 15.05' 15.34" 15.61' 15.88" 16.13" 16.38" 16.62" 16.86" 17.08" 17.30" 1 17.52- N 14.50 R 11.62' 12.18" 12.68" 13.15' 13.59` 13.99" 14.38" 14.74" 15.08" I 16.41° 15.1 16A2• 16.31' 18.59" 16.86" 17.17 17.37 17.61" 17.85" 18.08° 18.31' ti 15.00 ft 12.11" 12.69" 13.27 I 13.71' 14.17' 14.59 14.11 15.37 .15.73' 16.07° 16.40" 18.77 17.07 17.31" 17.59" 17.86' 18.13 18.38' 18.63" 18.8r 19.11" 15.50 R 12.60" 13.22" 13.7r ! 1428• 14.76" 15.20 15.67 16.01" 18.39" 16.75' 17.09" 17.42• 17.74' 18.04 18.33 18.67 18.89" 19.16" _ 19.42" 19.6r 19.92' 18.00 R 13.11" 13.74" 14,32" 14.86' 15.35" 15.82° 1 1625' 16.68° 17.06" I 17.43" 17.79' 18.73" I 18.48' 18.78' 19.08' 19.3a° 19,67 19.95 20.22 20.48" 20.74' _ r`o 16.50 ft 13.67 14.34' -14.94" 15.50" in 16.02' _16.50' 1 16.96" 17.00 ft 14.2r 14.97 15.61' 16.19" 16.73 11.24' 17.77 z 17.50 ft 14.89' 15.62' 1628' 16.90" _17.46° 18.00' 1 18.50^ 18.00 ft 15.52, 16.28' 16.98'_ 17.62" 18.21" 18.77' 19.29' 18.50 ft 16.17 16.97' ; 17.69' 1 18.36" _18.98' 19.56' 20.11' 2,i LL a 19.00ft 16.83 17.66" 18AT 1_ 19.12' _ 19.7r 20.37 20.94" ,c R 19.50 ft _17.51" 18.38" i 19.17• , 19.90"_ 20.Sr 21.21 _21.80' 20.60ft 18.21 19.11" , 19.94' I 20.70^ ztao• -r zz.os" j 22.48" NOTE: INSTALLATIONS NOTE: INSTALLATIONS U1 w 20.50@- 18.92• 19.8r 1 20.72' 21.51" 22.25• I 22.93" 23.58• OUTSIDE OF THE HVHZ OUTSIDE OF THE HVHZ s 21.00,ft 19.65" 20.64" 21.53" 22.35" 23.12" 23.83" 24.60' THAT ARE NOT WIND ZONE THAT ARE NOT WIND ZONE OC 21.60 ft 20.40" 21.43" 22.36" 23.21" 24.01' 24.75" 25.45' GLAZING 4 OR ESSENTIAL FACILITIES 4 OR ESSENTIAL FACILITIES O F 22.ODft 21.16^ 22.24" 23.21" 24.10• 24.92" 25.69" 26.42" DO NOT REQUIRE DO NOT REQUIRE z2.50ft 21.97' 23.07" 24.08" 25.00" 25,86" 26.66• 27.42" SEPARATION FROM GLAZING. SEPARATION FROM GLAZING. `s 23.00 R 22.78" 23.93" 24.97" 25.93" 26.83" I 27,66" 28.44" n 3 23,511 ft 226.28' .62" 24.81" 25.91" 26.89" 27.87 28.68" 29.50' 12 24.008 .48" 25.72^ 26.64' 27.88" 28.84" 29.74" 30.58• DEFLECTION MUST BE aE __14.60 ft__ .36' 28.85" 27.82" j 28.89' zs.as• 3o.ar 31.70• MEASURED AT PANEL DEFLECTION MUST BE g2" 25.00 ft _27.61• _28.82" _!_ 29.93' 30.97 _ 31.94 32.85^ MID-SPAN. SEE TABLE MEASURED AT PANEL " ' 5 25.50 ft 27.22- 28.60' {_ 29.85" 31.01' :. 32.08" i 33.09" 34.03" ABOVE FOR MINIMUM MID-SPAN. SEE TABLE 8i 26.00 ft 28.59' 29.62' 30.92-r-32.17 ~ 33.23' 1 34.22, ; 35.25• ABOVE FOR MINIMUM SEPARATION FROM GLAZING. SEPARATION FROM GLAZING. 28.50 ft 29.19" 30.67" __32.07 __ 3328' 34.47 __ 35.50 _ 38.51" 27,00 R 30.27 31.78" 33.16° 34.45' 35.64" 36.76' + 37.82" M. 11 13 E 27,50 ft 31.29" 32.89° 34.34" I 35.6r _36.91" 38.07' 1 39.16" 28.00 ft 32.40" 34.05" 35.56' 36.94" 38.23" 39.43" 1 40.56" SCREEN 28.50 ft 33.55" 3526• 36.82' 38.26" 39.59" 40.63'�._ 42.01" HIIBB 29.00 It 34.74" 36.52' i 38.14' 1 39.62" 41.00' 42.30" &51" DEFLECTION DIAGRAM DEFLECTION DIAGRAM mwa�x r wnnwxce macssa 29.50 8 35.98 37.63 39.50' i 41.04" 42.48' 43.81 30.00 R 37.28 39.19 40.93 42,52, 44.01" 45.40" - 15-2975 . _-.--- SCJLLE:NTS UNLESS NOTED �nlulll/� s� �o 12 6 1/8-0 ALUM.TOP RntTs(1f) O_ g p,, (tAR RAE OR z MOTOR BRACKET ALUMNUM HOOD BADE RDLL FORM,DW'PLUM / ®^OP ENTRY s49 L BENNARDO,P.E: RPR(dilOE SIDE PAL �� P.•' \ t 272'XI/B'ANGLE ATIPLNEO a YSX7 �,,�ypp,'/ N AT 24'O.C.MAX N U 1 3 GEAR OR TUBULAR MOTOR ALUMINUM BOX COVER STYLES W SID 8 Z 7 1/B•i ALUM POP RTYETS") h Dom[(� BOLL-UP SCREEN INSTALfATION•SCALE:NTS. W IBX oN 2 a OR WW _ z y STEEL OR ALUM.TUBE 70ow 7 Q i� w i 60mm DR 70,! / Il 6'ual l0 b` a '-•-re r i;r. - -!. BFARWC PLATE OR N m.SI w i a�sraeL[BEER SLIPPORT STANDARD prmi UP TO 100 LBS SCREEN WEGHT WITH: WW 2 (Jj 5/16'TAPCON OR °~w z 4'TO 14 CAST SDE RATE ' - 3 LL �IOX3/4'TENS pW TOP ENTRY PLUMOWM H0�FRONT a W RAL GIDE^� SIDE RAL ROLE.FORM.010'ALUM +10X3/4'1E1f5(IYP) N V .. ._ SCREEN UP TO 200 LBS SCREEN WEIGHT WTH: Z (4)5/16'4 TAPCONS OR ~ z 360'.MAX. SPAN WIDTHBOTTOMQ 'o (4)1/4.0%1 SMS BAR W m ROLL-UP SCREEN SINGLE PANEL-ELEVATION TYPICAL SINGLE SPAN UP M 24'-0'INSTALLATION-N.T.S. Ci 4' RASVC TRACK CNOE LO) Ee c g 12 ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL UP TO 350 LBS SCREEN WEIGHT WITH: 0 9 g (4)5/16'0 iAPCONS OR A ROLL-UP SCREEN INSTALLATION-N.T.S. a Z "' - o (6) 1/4'0x1"SMS rn F^ -rT ro a MOUNTING BRACKET SHAPES 4, U) g aT. y�.J-i. _ _ _��-� I' 1-- 3 _t ROLL•UP SCREENINSTALUITIONS-N.TS. c 'E r I ALUM.MULLION BUM-IN OR BUILD-OUT IXISIINO STRUCTURE x 4I ' i I 1_g 77H'�� i T-r ice. 1 4 c Ge ', SEE BRACKET FASTENER SCHEDULE THIS SEE BRACKET FASTENER SCHEDULE THIS t —SHEET FOR FASTENER SIZE AND QUANTITY SHEET FOR FASTENER SIZE AND QUANTITY gLVI - 360" hl -++I 0{ 4 MAX.SPAN WIDTH �-- MOUNTING BRACKET MOUNTING BRACKET MOUNTING BRACKET wwacRrexcweeaxexXw[ss• (SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) 15-2975 SCALIHNTS UNLESS NOTED ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION MOUNTING BRACKET INSTALLATION h APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N.T.S. Q ROLL-UP SCREEN-UTZ. 3 11111 � WALL THE APPROPRIATE ANCHORS TO THE GIVEN �.0 B E N/1/ �� K L BEiINAR00,P.F_ SUBSTRATE 0 24'Q.C.OP.). HEAD BOX ANCHORS 2'X2'X1/9' NSTALL APPROPRIATE ANCHORS - 1/4'0 SELF-TAPPING ARE NOT REQUIRED FOR STWCTIIRAL SUPPORT OF CONTINUOUS AS NEEDED TO PREVENT SIS 3'FROM EACH END . �`�.•�`GENS SYSTEM AND THEREFORE DO NOT FOLLOW THE ALUW.NUM ANISE HOUSING FROM SAGGING. X TUBE BUILD-OUT HEADER AND 24'O.C.(TIP) ')— ANCHOR TABLE SCHEDULE. SEE SHEET 3 FOR TUBE OPITONS ABRIC ATTACHED PER MANUFACTURER'S ` 2'1f2"/B'C.,_ _LL: NO PEOOa6 1?QL?DO . ALUMINUM ANGLE SPECIFICADOHS. - * _ RMNAR ,P.E. SUITABLE SUBSIRAIFS t • • 'i!OT'• FIOTi\OP,•� yuE� INCLUDE ECOFILLED BLOCK •/ / •', ' INSTALL THE 0 ® /',`7/CSS� NN- ` 7 H a � ALUMINUM AND WOOD. i APPROPRIATE ANCHORS a L® TO THE GIVEN clrn .~.m O SUBSTRATE PER THE W VJ oW a8 ANCHOR TABLES. i ABPoC ATTACHED PER MANUFACTURER'S i a Q W u'7 cD p I SPECIFICATIONS, j 1 HOUSING SIZE VARIES WITH ROLL Z x O f m Z~ ROVING MECHISM AN MAY ALSO MAY A150 6E HIDDEN OR W W RE / SUITABLE SUBSTRATES / / MOUNDED N EAVE OR SOW 03 � /� INCLUDE CONCRETE,_/ / 1 GROUT FILLED BLOCK / N W d x W AND WOOD. �/ / W V SIDE TRACK GUIDE LOCATION Z ,HOUSING SIZE VARIES WITH ROLE DIAMETER ROLLING ROLLING MECHANISM (n SIDE TRACK GUIDE LOCATION MAY ALSO BE HIDDEN OR Lu MOUNDIN CAVE OR SOFFIT / / LL-UP FABRIC OR SCREEN M M ' S®E RAIL ATTACHED PER �— Uri ALUM.(TYP) ' APPROPRIATE ANCHOR TABLE. (n a!o ROLL-UP SCRESCREEN .o lfnA / ASTICAL (VARYING ) OS1/4.0 SELF-TAPPING FTENEDPER CHORS40 LF OFFSET Z9 m SIDE RAIL ATTACHED PER SMS(2)PER LEG(lYP) / / —BUILD-MIT ANCHOR LOCATIONS 3'TO EZ"1 TE ANCHOR TABLE 0 TOP&BOTTOM H^ ALLOW SNE RAR TO BE MOUNTED PER THE a SUITABLE SUBSTRATES moi/ /% PUBLISHED ANCHOR SCHEDULE n NCLDOU CONCRETE, �NµDWS �/ ® ROLL-UP SCREEN BOTTOM BAR E e WITH OPTIONAL SEAL NSERT. (n g SCREEN BOTTOM BAR INSTALL THE APPROPRIATE ANCHORS TO THE BOTTOM BAR SEAL 1/8'THICK ALUM.ANGLE SILL GIVEN SUBSTRATE PER THE ANCHOR TABLES. (OPTIONAL) p� N CONCRETE SHOWN,OTHER SUIT LE YA�THICK ALUM.TUBE 1 4 0 SELF-TAPPING O 6 SUBSTRATES INCLUDE GROUT FlLLED BUILD-OUi SILL SEE / BLOCK,ALUMINUM AND WOOD. SHEET 7 FOR TUBE SMS 0 24'O.C.(TIP) I t OPTIONS.VA 9 I a 3 a ' e SIDE RAIL GUIDE PLASTIC j 6Y 1 ROLL-UP HURRICANE SCREEN BUILD-OUT OPTION 6,N.*� ( sE<.,.rN ri\ROLL-UP HURRICANE SCREEN 6 .rs. sErnax vsw 5 Ts. umax aew _ g k' 0.7800 mli ly j 3.250—-1 ( 3.250' ( IAIs ��NEEIpySL� .135" � I 0.209" I O - � 2.0000 N . m p <0 n COFYRIGM ENGINEERIfN:E%VPF55® 0 0.2300 T 0.1500 THe 90TTOM SARIS 15-2975 REQUIRED ONLY F00. L'oU HA46AIRE ACCESS HOLE MTR[0 HARDWARE M.CLSS CLOSEO� r ROILING SYSTEMS.IT IS 6GLEi NES UNLESS NOTED WITH S1MP N BUTTON(O'P) 0.1070 0.2690 OPTIONAL F00.MANUALLY pF WIN SNAP N CPJER mr) 0P m SYSTEMS. E.se� uco g7� X31 SIDE RAIL WITH SNAP IN BUTTONS r41 SIDE RAIL WITH SNAP IN COVER s SLJDDEETRACK 6 ROLL-UP BOTTOM BAR X71 BOTTOM BAR TRACK GUIDE(PLASTIC) 1 5 x,rs. cmrm sEa.oxvux 5 .T.E. em,-m sErnax v¢w 5 ,wv.uw 5 rs. sow.m arnoxrtEw 5 xrs. umwvcr: O SANK L B eRILUDo,P.E. - �`�.•�1GENS 1/4-14 DRLL—FLEX(TTP) OOq (SEE ANCHOR TABLES ON �•• SHEETS 26&27 FOR SPACING) - <L NO P� 5/B-0 ACCESS HOLE(TYP) MukgDO,P.E. �C BS 9�p (OFFSET FROM DRIL-FLEX) BLOCK ALMM SIM AND PO'. STATE 17P \ WOOD. APPROVED MULLION / 1/4-14 DRIL-FLEX(TYP) / i i i i i��FSnS,/DNA\-� o p SEE TABLES FOR APPROPRIATE (SEE ANCHOR TABLES ON SEE TABLES FOR APPROPRIATE /7A A T T T T 111111 _ ANCHOR AND SPACING SHEETS 26&27 FOR SPACING Z ANCHOR AND SPACING i 6 W T� (((����f APPROVED SIDE RAILS PER SEE ANCHOR TABLES TUBE OPTIONS DETAILS ON SHEET 6 FOR APPROPRIATE Ik4• • W ANCHOR AND SPACING 2•X4• iX3- NOTE: W11. Off= u�'x 3X4' 2 3' r 3• /Y MUWONS FORMULTIPLE UNIT ZTW. U ig{ 4X4 INSTALLATIONS SHALL HAVE 4L Q w s SUTTEERR SYOVAL�STRE3(mIS IYPE OF Z 11IL ON 0TUBE J �Wu 4.` `� • . . e 2X4 OPTIONS 1/4'-14 DRILL-FLET((IVP) '4 TI.N.� ®'� (SEE TABLES ON IL4k4- 3.76' ^, -YW 273' Y SHEETS 26&27 FOR SPACIt03: c w w m < • .< c LU ANGLE OPTIONS 2k3X3f8' 3k3X3/B' •° • i. i i i p: z z • ^ . .a 5/8"0 ACCESS z • HOLE(TVP) SEE TABLES FOR APPROPRIATE W m ANCHOR AND SPACING �1MULLION MOUNT-SECTION WALL MOUNT-SECTION Bou uP w66N HISTALLAnON(OPTION 4)-N.Ts BUILD-IN MOUNT-SECTION �JTYPICALSIDE BALL]NSTALLATION(OPTION 4)•N.T. SEE T�AANCHOR AND SPACING 3 SIDEWULINSTALlAT10N(OPIION S)-N.TS Z BUILD-OUT MOUNT-SECTION Z 15a LL SIDE BALL INSTALLATION(OPTION 6)-N.T.S. 1•-1 O RF < u � 1-X2'%1/8-RETENTION ANGLE (FULL LENGTH OF SCREEN OPTIONAL) z w ] REMOVABLE FASTENER 1'X2}17 . 8 REMOVABLE FASTENERREMOVAB s RETENTION ANGLE ] . . < FASTENERS O c f t kl-1/2'X1/8' < RETENTION ANGLE 1-X7-1/2'X1/8• 5 O , - RETENTION ANGLE e 3 dl y SIDE RAIL •- FASTENER c _ ® I O ` ° I SIDE RAIL SIDE RAIL SIDE RAIL R� 9 RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION v SIDE RNL INSTALLATION(OPTION 1)-N.TS v SIDE RAIL INSTALLATION(OPTION 1)-N.T.S. ] SIDE RAIL INSTALLATION(OPTION 1)-N.T.S. f SIDE RAIL INSTALLATION(OPTION 2)-N.T.S. k eocru0xr excmeeuxe c�vaesss b NOTE:THE RETENTION ANGLES SCREENTRACK ENDS ARERAGAINSTRE NOT RTHEIRED EXISTINGRE THE STRUCTURE.E NOTE;THE SCREEN TRACK NTION NDS AREANGLES RE NOT AGANSTRTHEIRED EXISTINGRE THE STRUCTURE.E 15-2975 6CPAMNTS UNLEBB NOI a _j i'q:A•• f■■■�10:..••:...... :::aa Y.Ot" Y'Y'tl'Y.So W 1So...f Y.....Wb... , "�•.-.,1.•,'1' 1 W■u/■'Y■■.. .••■■ .Y::.S:::i �iA...... ........B.C=■■'■��....--LI...■' I ■f YY Y.f. ...f. ::. ■■"'a'■:..:Y.f._■{.■!/:.■Nf:f■f.. ■ ■ � ::=•:::E■E:Y::Y::=:E::EEEE:E :.�''::•::i ..A........Y.f: !. .H■'tlN■f:1NO f!E!� /A� \\\\\\\\U\\UV■�':I ■ ..... •C •C. :!!■u.Wfiifu:ClEEG::C•••u•:•:�••EEn=-' v I I ■ 1�. 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ANY SPRING CLIP W/MINIMUM .rvi i.� �,:: � ... ,. �•�: •_� � +, RATING OF 50 LBS.W.L. � la ui -r C. 2"WIDE SEAT BELT WEBBING WITH o -1� -- LOOP l,1-r- t 1. {� D. STRUCTURAL EDGE HEM.VARIES BY 9 m PANEL,SEE SHEET 1. H m s i �,T jj - E. 2"WIDE SEAT BELT WEBBING W/ o m r J �-,�-•-ir t 7 �-- BOX STITCH 2 ry 2 4-1 ei m tial 1 i ) 1T,� 'i1lJ�+ lJi �r.J�j f 7 31" 1�1 NOTE: I Q � 1. APRROVED FOR UP TO 60PSF MAXIMUM 7"MIN. 2. MUST BE INSTALLED IN SPAN DIRECTION 6y 3. SHALL NOT PENETRATE HEMS P memiem excweeaxe exvacssx l 6.00"MAX, 15-2975 6C11LPL Nie UNLESS NOTED SLIDE TRACK SLOT DETAIL 6063-T6 ALUMINUM-SCALE:1:2 O • .d':l.::.C..on�.uE■�.R::'.E.:::t Ix:l.:R!lu::::::i■\:.::i::::::::.i�.:=.:E.r: E�•• ��� e ■■/.x/■// ■ ■■■■ ■ SII ::::5 .:::......M..:::.:!Egl:ep1111 SII ::.Ym...:.:::�::.:::s.R:.■..::..::.a:ll -...�iEE:,:ouCGii■E::u0000-tu..!■-R:nioai„ -. �i■ut:../uti!!-i■oA:: -x■xxxot.nou r.: E.r:a. °.E0°EEEC �.:■■:C!!:C'!!!C:!lIC:C::/!:! CS:xxom.E l i'x'!:lYm..n..xx.oia:!:!:'C'-"::::: '_. 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FIXED OR'ADJUSTABLE STRAP n N K s s w • e �' I C1 W STRAP BRACKET WITH e N O (2) 1/4'OR 5/16'TAPCON(TYP) , ` (SEE FASTENER TABLES ON N \ SHEETS I4& 15 FOR SPACING) 1—i 2 �10UTSIDE MOUNT-SECTION nINSIDE MOUNT-SECTION N x �J 9M BRACI(ETINSTAUATION STRAP BRACKET INSTALLATION(OPT10N 2)-N.T.S. 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TABLE 14 - GROUT FILLED BLOCK �:.......... R .. _ �.:�GENSE f'{I� Mi549N LL; L BENNFQDO,P.E. 9 4" PANELMATE PRO, PLUS, TVAS & FEMALE & INSERT "O ' siPj�°e. fZF1•® wm 8z �(! I1113 W iti.~.J U w 3'MIN EDGE DISTANCE W .41!5 LL N ANCHON ttPE SPANS $PVMSSPANS SPANS SPANS SPANS SPANS SPANS SPANS SPANS 5- SPANS 8PAN5 SPANS SPANS SPANS SPANS SPANS SPANS SPPNS SPANS SPANS SPANS 6PANS� SPANS SPANS SPANS LL w U) LOM N (p" TST4r i•-r-l 4.14•1 a•-rss 6•sr6" 6•-rss _VB .7.,T rsrfi^ r-r,r 8's@8. -1. 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PANELMATE FEMALE ID 80 4.o" 4.0" c b ZZc+ 1-1/4•EMSEDMENI 85 4.0" 4.01 IG S$ (2000 MI) 90 4.0" I -+ 95 4.0" I E r ZZ 3l0Ds $ y 111 31511141,1411 EOL� 120 rI^ 125 �/l V l zzz'� Q130 I NOTES: g$ > 1. APPROVED FOR USE ATTACHING GROMMET SCREENS&ALL TRACKS OR STUDDED ANGLE WITH Y'a°SIDEWALK BOLTJH 00 COPtP]G1R ENGINEEImI -® 15-2975 SCALEI NTS UNLE95 NOMD V %iAVAWMI liiiriiiiiii rJJ/.%__I%__J/__/.'/J_/.%__V_'r__L ������mcm � �%_L%JL%_/.%_/J/__L%JJ/%_//__/.%__�%_%VJ//__L.%__Il_�I__//__L. 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B.0' WA WA WA WA WA WA Z &y 'est zz-6l SWC 85 18.0' i&0" 18.0' 17.0^ 16.0° 1 15.0` 14.01 L 0" 12.0' -a- 11.0• 10.0' 10.0^ 9.0^ 9.0' 0.0- 8.0 8.01 8.0^ WA WA WA WA WA WA WA WA W w ON s W0 Dw)1+ 90 18.0" 38.0• N.O. 16.0• 15.0" 14.0• 13.0' 12.0" 11.0' 13.0• 10.0' 10.0' 9.0' 9.0" 9.0• B.0" 8.0' B.0' WA N/A WA WA NJA WA NJA WA WA O~WO w 95 18.0' 18.0" 37.0' 16.0' 140- 13.0' 32.0' 12.0" 31.0' 10.0" 10.0' 9.0' 9.0' &0` &0" 8.0^ WA WA WA WA WA WA WA WA WA WA WA T:M...-1 O 100 38.0' SB.O^ 16.0- 15.0' 14.0" 13.0' 12.0' 11.0" 10.0' 10.0^ 9.0" 9.0' 9.0' 8.0" 8.0' N/A WA WA WA WA WA NM WA N/A N/A N/A WA N C Q z W 105 18.0" IB.O" 16.0' 14.0' 13.0^ 12.0' 11.0° 11.0^ l0A' 10.0` 9.0` 0.0' 8.0' 8.0- WA WA WA WA WA WA WA WA WA WA WA WA WA �W F 310 18.0' 17.0" 15.0' 14.0• 13.0' 12.0' 11.01 10.0" 10.01 9.0' 9.0^ 8.0" 8.0• WA WA WA WA WA WA N/A WA WA N/A WA N/A WA WA W = 115 18.0" 36A" 15.0• 13.0' 120" 11.0• U.S. 10.0" 9.0' 9.0- 8.0" B.0" 8.0- WA WA WA WA WA WA WA WA N/A WA WA WA WA WA N 0 w ¢ 120 iB.O' 16.0' 14,0' S3.W 12.0' 11.0' 30.0^ 10.0- 9.0' 9.0^ 8.0' B.0' WA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA b 325 17.0• 15.0' 14.0° 13.0" 12.0" 11.0' 10.0` 9.0" 9.0" 8.0" 8.0" WA WA WA N/A WA WA WA WA WA WA WA WA N/A WA WA WA e 130 17.0' 15.0• 33.0' 12.0' 11.0" SD.D' 30.0' 9.0" 8.0' 8.0' 8.0" WA WA WA WA WA WA WA WA WA N/A WA Wq WA WA WA N/A U 3'B-MNEDOEDISTANOE Z 30 18.0^ 18A' 1QO^ 18.0' 18.0' ]8.0' 18.0' 1&D' 1&D' 1&O" 18.0' 18.0' 18.0" 18.0- 18.0' 18.0' 13.O- 10.0• SB.6" 1&0' 18.0' 18.0• 18.0' ]8.0' 38.0' 18.0' IB.D` z _ 35 18.0' I 18.0' 18.0' 18.0' 18.0' 18.0' 18.0" 18.0" 18.0' 18.0' MO" 18.0• 18.0" 18.0• 18.0' 10.0" 18.0' i8v U.S. 18.0" I 18.0" 18.0^ 2810" 18.0" 18.0" 18.0' 1&0' 40 18.tl" 18.0" 18.0' 18.0' i&0' 18.0' 18.0' 38.0" 18.0" 18.0" 15.0" ]0.0' 1&0' 16.0^ 18.0" 18.0" 18.0' 18.0' MW 18.6' 18.0• I8.0- 18.0• 1&0' 1&D" I8.0' 17.0^ ,A Z 45 1&0^ 30.0" 18.0' 184' .18.0" 18V 18.0" 18.0^ 18.0" 18.0" 18.0" )&0" 18.0` 38.0- 18.0^ 18.0" 18.0' 18.0" 18.0" IBA" 1 16.0' 18.D" 17.0' ]7.0" 76.0" 160' 18.0• VI •': 50 18.0• 18.0" 18.0' 38.0" 18.0" 1 18.0" 38.0' 1&0" 18.0' 18.0" 18.0" 18.0" 18.0^ 18.0' 18.0` 18.0- 16.0' 18.0" '18.0' 37.0' 17.0• 16.0• 16.0- 16.0" 15.0" 15.01 14.0" W 55 16.0' mw 1 18.0' 1&0' 1 18.0" 1 18.0' 18.0- 20.0" 18.0' 18.0" 18.0^ 18.0- 38.0• 18.0` 18.0^ 38.0• 16.0" 17.0" 17.0" 1Q0" 16.0` 35.0• 35.0' ,35.0" i{,O" 11.0' 13.0' 60 18.0" 18.0' 18.0' SB.O' 18.0" 18.0• 38.0• 18.0" 1&0" 18.0` I8.0• 28.0" 18.0" 18.0- 18.D• 17.0• 17.0• 16.0- 16.0' 15.0° 1 15.0' 14.0' 1q.0' 14.0" 13.0' I 13.0' 37.0" L 65 18.0' 18.0- 18.0' 18.0' 18.0" 18.0' 18.0' 18.0' 18.0• N.I. 15.0' 38.0' 18.0' 18.0' 17.D' 16.0' 16.0• 15.0° 15.0" 4.0' 14.0• 13.0• 13.0" 13.0" 12.0' 12.0^ 120^ rtj U 70 18.0" iB.O" 18,0' Ie.D" 18.0" ]B.0' 3&0" 18.0" IB.O" 18.0" 18.0" 18.0" 17.0' 17.0• 16.0" 15.0' 35.0" 14.0' 14.0' 14.0" 13.0' 13.0' 12.0" 12.0" 12.0" I 11.0" 11.0• 4J p 75 18.0' 10.0' 1&0' 18.0' 18.0" �B.O° 18.0- iB.O^ MO" 18.0" i8.0- 17.0' i&0' 36.0' 15.0• 15.01 14.0' 14.0• 13.0" 13.0" 12.0' 12.0" 12.0' 11.0' ILO" 13.0" 11.0' C 16 GA STEEL 80 18.0• SB.O" 18.0' 18.0" 18.0" 38.0" 18.0" ]B.0" 28.0" 38.0'• 17.0• 16.0" 16.0' 15.0' 24.0" 14.0" 13.0" 13.0` 13.0• 120` 12.0' 120" 11.0" ILO' SLO' I 10.0' IQO• BS 1&0• 38.0" ]8.0' 1&0' I 18.0' 10.0- 18.0" 18.0` 38.0• 17.0^ MO- 16.0" 15.0' 14.0' 14.0` 1 13.0• 13.01 f2.0' 32.0- 12.0" 11.0' 1L0" 11.0" MO, 10.01 1D.0' 10.0' 0 9 11NII�111 m 90 18.0` 18.0" 18.0- 1&0" 18.0` is.0' 18.0" 18.0' 17.0• 16.0" 16.0^ 35.0'•_ 14.0' 14.0' 13.0" 13.0^ 12.0^ 120" 12.0" MO' 11.0" 11.0' 1 30.0" 10.0' 10.0' 9..0 &.0 � ��a -Git F 95 IB.O- MO" 18.0• 38.0" 18.0- 1&0- I8.0^ 18.0^ 17.0' 16.0^ 15.0' -34.0' 14.0- MS. 13.0" 320" 120" 11.0' 11.0• 1L.O- 10.0` 10.0• 10.0" 10.01 i 9.0' 9.01 9.0• 1GO 18.0` 18.0'• 36.0" 18.0' 18.0" 18.0' 18.0" 17.01 16.0" 15.0' 14.0' 11.0• MO" ILO' 12.0" 12.0- 11.0` 11.0" 11.0" 10.0" 10.0" I0.0^ 9.0' 9.0• 1 9.D' 9.0' 8.0- 105 18.0' 18.0" 38.0` 18.0' 18.0" 18.0' 17.0" 16.0' 15.0' 15.0' 14.0' 13.0' 13.0' 12.0" HMO* . 11.0" 11A• 10.0• 10.0• 10.0' 9.0' 9.0' 9.0- 9.0' 8.0' B.0' g 120 18.0' IB.O' 30.0' 18.0" W.O. 18.0" 17.0' 16.0" 15.0' 1q.0^ 13.0' 17.0" 12.0' 120• ' 31.0' 10.0" 10.0" 10.0' 9.0" 9.0' 9.0- 8.0' B4O- fl.0" 8.0' 1132N LL v 115 18.0• 38.0' SB.D" 18.0• 18.0' 17.0' Ifi.O` 35.0• 14.0• 14.0` 13.0' 32.0' 12.0' t1.0" 10.0` 10.0" MOW 9.0^ 9.0' 9.0• 1 s.0' 8.0• 8.0' Z120 18.0• 18.0• 18.0" 18.0" 1 18.0- 17.0' 1&0' .5.0• 14.0' 13.0' 13.0' 12.0• 12.0' L1.0" 10.0- 10.0' 9.0' 9.0" 9.0" B.0^ 8.0" 6.0' 8.0" 8.0- WA C b z125 18.0' 18.0" 18.0^ 18.0" OFF 18.0^ 15.0" 14.0' 14.0° 13.0` 12.0' 12.0' IIA- 13.0" 10.0• 9.0• 9.0" 9.0' B.0' B.0' 8.0' i 8.0' WA WAVI d130 18.0' 16.0- 18.0• 18.0' I7.0' 16.0• 15.0" 14.0• 13.0` 12.0• 12.0• 11.0• 1L.0' 10.0^ 9.0" 9.0' 9.0' 8,0'. B.0' 8.0' B.0" WA WA WA WA DI E � Q OU W.N4N EDGE DI9fAN[E NOBT Bi&DDT, IDAD SPANS 6PAN9 SPANS l'8AM4 6PAN6 6PAN9 9PAN6 6PANS BPAN9 9PAIS SPANS SPANS 6PAN9 SPANS SPANS BPAN9 a- a- BPANS 6PANS SPANSM-v 6PANB 6PAN9 ffi.AA 6PANo ri1T 1Ta1T8 IT•ri18 16sted 10'-Tz19'19319'8 19-Taiv MSMB IaY i]I' 21's tl'8 3T ai228 a-T s2r,2]'S b'd I ".. Ns2Pd 2A•-rs]5' W.s w 2RTz20' Ies 26'd2T 32Td ir-Y s2e M m's 196 2-14A' 1d,0- 130• 11.0' I 11.0- 13.b' 12.b' 13.0• I2.0" 11.0' 11.0' 11.0' 11.0' SI.O' 10.0' t0.a• 10.0" 10.0' 10.0' 10.0' 30.0• 9.0' 9.0•35 12.0' 12A• 12.0" Il.tr' I1.0" 11.0" Ma' 10.0• 10.0• l0A- 10.0" 10.0• 30A" 9.0" 94• 9.0" 9.0- 9.0- 9.D" 8.0- 9.0• 8.0- I 6.0" 8.0- 8.0"40 f3A' 11.0" ]Q0- 30.tr' i 10.0" f0A" I0.0' 9.0• 9.0- 9A• 9.0" 9.0' 9.0^ 8.0" B.0- 8.0" BB.0- 6.0" 8.0- Bp' WA i WA WA WAALUMINUM 45 10.0" IO.a' 10.0' 9.0• 9,0" 9.0" 9.0^ 11.0• B.D" 8.0" 6.0^ M" W B.0'• N/A WA WA WA WA' WA WAWA WA WA WA9.0' 9.0" 9A" B.0" B.b' BA" 1 B.0• 8.0" 6.D" N/A N/A WA WA WAWA WA WA WA WA WA WAWA i. 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