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S RM License#COC1519801 4047 Okeechobee Blvd,Ste 106, � West Palm Beach, 33409 Phone(561)229-0048 SAR ® of Southeast Florida anvw-stormsmartsE.com Property Information Building Information Owner: Mary Baker Wind Zone: 160 MPH. Address: 3913 Shoreside Dr Exposure Category: B Ft.Pierce,FL 34949 Minimum Building Dimension: 6 ft. Mean Roof Height: 28 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 2 Int 173.5 �{,�j 114 9 22.9 -25.2 3 3 Int 108.25 116 9 23.7 -26.13 D Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 r, Opening I Size (WxN) 2. SC Mtrzd Rolldown 1731/2 x 114 0 (Lanai Area) 3. SC Mtrzd Rolldown 1081/4 x 116 (Lanai Area) 'A P m W O w H��yyp�p 2 "006 i F 3 r o` a�n0 ^L IJ Y M a) J CIDi. LL n O N c� ) t r M ~' ILL C—RIGRT E—.— SCALE: NOT TO SCALE oATE: Jun 25,2018 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1_j Flq da Building.Code Online t, 14t • • • A A a • ® a A _ BCIS Home Login I User Registration Hot Topics Submit Surcharge stats&Facts I Publications I FBC Staff I SCIS Site Map Links I Search Florida VINaou�)r Product Approval r10 '�USER:Public User Eu�:�aa dV Product Anoroval Menu>Product or Application Search>Application List>Application Detail FL# FL11291-R7 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 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 Indepndf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 file:///SSSE-SVR/Data/2018%2OStructure%2ODoc°/u2OALL/Product%2OApproval.htrnl[4/18/2018 11:33:37 AM] Flopida 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 Egliiv •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 Dwgl.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +130/-130 Evaluation Reports Other:See Installation Instructions for additional limitations. FL11291 R7 AF Fvall.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.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. FL11291 R7 AE Eval2.pdf FL11291 R7 AE UV Letter.pdf Created by Independent Third Party: Yes 0 Contact Us::2601 Blair Stone Road.Tallahas=see 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 Stat m n 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 emalls 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: ® V I N� eC. treck M file:///SSSE-SVR/Data/2018%2OStructitre%2ODoc%20ALL/Product%2OApproval.httnl[4/18/2018 11:33:37 AM] 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 F ACCORDANCE WITH FLORIDA BUILDING CODE SIXTH EDITION(2017)AND 201$ FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE INTERNATIONAL BUILDING CODE,FOR USE OUTSIDE THE HIGH VELOCCTY o: 2 HURRICANE ZONE PER ASTM E330,E1996;AND E1886 TESTING S -T A NDARDy t_T THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVAW&TgN;p r s . STORM a►TaERTHERMAL AND aPncALPROPEanESSUMMARY REFER TO TABLES REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL _ 3. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DE`���y,F.y 9 �' _ STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN FOR ALLOWABLE THISSYSTEMWOOD 177 WINO LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR�/� •• '.p �. WOOD ANCHOR DESIGN. Gjw-• - 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THI&r-y,(. .� �-• VLT-VISUAL LIGHT TRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 DESIGN PRESSURES SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE�/�` m UVF-ULTRAVIOLET UGHTTRAMSMFTTANCE 0.12 0.14 0.12 0.06 0.07 WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR /1; g EVAWA7ION BASED ON: EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES IQ7 U SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 030 O.lfi 0.18 11.09 LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. rtAl 1. m O VLR-VISUAL LIGHT REFLECTANCE 0.07 0.53 0.26 0.44 0.22 FENESTRATION TESTING LABORATORY,INC. 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES W UUV,,, �N 11 DIVIDED BY A 1.5 SAFETY FACTOR. O SSR-SOLAR SPECTRUM REFLECTANCE 0.04 0.46 0.19 0.42 0_17 LAB.No. 8441 LAB.No. 7590 - O =k PROJECT No. 15-5893 PROJECT No. 13-4387 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE Z W U 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 ` v-Q i1' (gggl FILE N0. 13-890 1f311 ff11 Q W I9 0 SHGC REDUCTION 78% 67% 78% 78% 82% LAB.No. 8440 CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED 5 V° o L m z z PROJECT No. IS-5892 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION J( a G g SHGC PROPERTIESTESTEO TO:NFRC201-2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY LAB.No. 9695 �'` LAB.No. 7561 PROJECT No. 17-7199 WITH THOS CT IS CM. W W 0,49 N '�w HOT BOX METHODS AND UTIL17JNG CLEAR,INSULATED GLASS. PROJECT No. 13-4387 7. THIS PRODUCT!S CLASSIFIED AS NON-POROUS,HAVING A POROSiII'OF LESS 0W ®z FILE No. 13-890 LAB,No. 9818 THAN 10%. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION 3'fL"L�0 OPTICAL PROPERTIES TESTED TO: LAB,No. 6026 PROJECT No. 9818 9 DOCUMENT,SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL N a' ASTM E972/ASTM ElOB4/ASHRAE 74 /NFRC 202 DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. W u7 PROJECT No. 09.1664 C W B. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO ID TESTING BY:ARCHITECTURALTESTING,INC.,FRESNO,CA FILE No. 09-665 LAB.No. 17-7 WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS EXISTING OTHERS)SHALL BE E. PROJECT No. 17-7543 ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. WHAT IS SHGC? LAB.No. 9836 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 1 IS THE MAXIMUM AMOUNT OF SOLAR HEAT 9.1. 30'-0"FOR DESIGN PRESSURES UP 70 t60 PSF Z F PROJECT No. 17.7449 4 GAIN THAT CAN COME THROUGH A WINDOW AND 015 THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT 9.2. 16'-0°FOR DESIGN PRESSURES UP TO t 130 PSF 25%OF THEAVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. LAB.No. 9742 9,3. FOR GROMMET SCREENS:16'-0"FOR DESIGN PRESSURES UP TO 360 PSF r--/ $ PROJECT No. 17-7199 LAB. C 97-7 10.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2&9.3 ABOVE, WHAT IS VET? PROJECT No. 17-7449 11.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 LAB.No. 9833 PANEL CONTAINING THE FOLLOWING MINIMUM INFORMATION: AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYUGHTING. PROJECT No. 17-7543 LAB-No. 17-7 STORM SMART INDUSTRIES,INC. 1Wy PROJECT No. 17-7399 6182 IDLEWIW STREET,FORT MYERS,FL 33966 STRUCTURAL HEMS APPROVED EDGES FL PRODUCT APPROVAL NO.FL31291.1 . m OPENING NO.# 12.HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS = o STRAP,LOOP,BUCKLE STRAP APPLICABLE.ALL SCREENSARE ALLOWED FOR TWO OPPOSITE SIDE ATTACHMENTS 1.500° Y PANEL LASER CUT EDGE PANEL WITH NO NYLON CORDING Z DEFLECTION REQUIREMENTS. 9 m LL 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR ^1 )(s _ _ __ _ m - AFFIRMATIONS ARE INTENDED. x ' NYLON LUFT TAPE STITCHING SPAN DIRECTION EDGE: NO HEM 14.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. p N F Wr LOOP HEM I 2'PANEL HEM HURRICANE BARRIER m v 13 FABRIC ,jb I.D. �3 GROMMET °x � 1.250° 1.250° BI-FOLD WELD PANEL POLYPROPYLENE MONOFILAMENT WOVEN INTO � '0 m PANEL I BASKET WEAVE DESIGN: x 0.250° OPTIONAL HD.375' SPAN DIRECTION HEM: HEAT WELD BEIGE/BLACK(BROWN),BEIGE/WHITE(BONE), EM STITCHING x 1.500' 1.500' STRAP,LOOP, 2'PAIL BLACK,BLACK/WHITE(GRAY),WHITE,BLACK xs m y V FABRIC PANEL 3Y2'STRAP HEM BUCKLE/STRAP OR BI-FOLD WELD f PANEL I TYPICAL ROLL O J LUFT TAPE C�'�'- MECHANICAL PROPERTIES TEST METHOD UNIT VALUE STITCHING I BBI-FOLD W/DOUBLE STITCHING ; I MD i CD In GRAB TENSILE STRENGTH I ASTM D4632 LBS 500 550 L 2'BI-FOLD STITCHING - DETAILS TRAPEZOID TEAR STRENGTH!ASTM D4533 LBS 201) 250 ' 15 04 R EQUAL T SPAN DIRECTION-SCALE N.T.S. MULLEN BURST ASTM D3786 PSI 750 t`T PUNCTURE STRENGTHS1RAP ASTM D4833 LBS 200 aI 3Y2"BUCKLE HEM / 3V STRAP HEM A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED FOR SPAN AIR FLOW ASTM 7737 CFM 175 t' �DIRECRONEDGES. PERCENTOPENAREAI ! COE-02215 Y I 5 �� z %STRENGTH' r UV RESISTANCE(QUV) ASTM G154 70 i - � DISTANCE BETWEEN ROWS OF ! RETAINED I B PANEL .L 2'BI-FOLD i, SITCHING MAY VARY.STITCH PATTERNS 'Percent Open Area Is a MARV. nU � STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: 4' DISPLAY REQUIRED NUMBER OF STITCH � B� (3)ROWS STITCHING MIN.&BOX STITCH 0 EACH HEM OR EQUAL ROWS SHOWN,MINIMUM. ERTIES TEST METHOD UNIT TYPICALVALUE !ASTM DS261D700 /�/��7 S !__AST__M_D5199 MIL 23 0.334°NYLON CORDINGSTRAP SPECIFICATIONS: BUCKLE SPECIFICATIONS: [7PHYSICAAL ON EPI/PPI 60x63 NriON LUFT TAPE NT ^� j loo4G PP 15-2975 STITCHING PATTERN:X300 1W0 PATTERN:SPIKETEEfH GRIP FABRIC WIDTH/DIAMETER: 1.875'+/-0.063' er•twtNfsuNtESBNOTED g STANDARD HEM ----- THICKNESS: 0.050"+/-0.010' WIDTH/DIAMETER: 2.5'+/-0.10" SEWING: THICKNESS: 0.050"+/- 0.010" .x-,x0.25'.x-,}-0.25" AVERAGE BREAK STRENGTH: 60D0 LBS T338 POLYESTER THREAD(FOR ALL SPANS @+/-130PSF) ACETAL 1.75" MATERIAL, POLYESTER MATMATERIAL 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'&+/-130PSF) 3 GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. . K L BBNARDO,P.F. TABLE Y LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Tx=PARALLEL LOADS(PLF) DESIGN PRESSURE SPAN 30 PSF 35 PSF 40 PSF 45 PSF 50 PSF 55 PSF 60 PSF 65 PSF TO PSF 75 PSF 60 PSF 85 PSF 90 PSF 95 PSF 100 PSF 105 PSF 110 PSF 115 PSF 120 PSF 125 PSF 130 PSF No _ 3'-0" 257.2 285.0 t 311.6 337.0 361.5 385.3 408.3 1 430.6 452.5 473.8 494.6 ! 515.0 535.0 554.6 573.9 592.9 1 611.6 630,0 648.1 666.0 683.6 -D y L�. •e 3'-0" 285.0315.9 _345.3 373.5 400.7 I 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 _ 718.2 738.0 757.6 ;0 lr 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 7182 740.9 763.1 785.1 806.8 828.1 %OT -- --- -_- S 4'-0" 337.0 373.5_! 408.3 441.6 _ 473.6_ 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 �t��'•,�T �7F ,.•qQ; 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 -91 1.0 936.2 961.0 _ t� $ 5'6" 385.3 427.0 466.7 504.8 541.6 577.1 611.6 ! 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 i0 �fOR mul p6'-6" 408.3 452.5 494.6 535.0 573.8 611,6 648.1 683.6 718.2 752.0 785.1 817.5 849.2 880.4 911.0 941.1 970.8 1000.0 1028.8 1057.2 1085.2 1 l�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 1 928.7 961.0 992.7 1024.0 1054.8 1085.2 1115.1 1144.6 WuiS>452.5 501.4 548.1 592.9 636.0 677.8 718.2 ! 757.6 796.0 833.4 870.1 906.0 941.1 975.7 1009.6 1043.0 1075.9 1108.2 1140.1 1171.6 1202.6 ?Q �aV a 473.8 525.0 573.9 620.8 666.0 709.7 752.0 793.3 633.4 I 87.7 911.0 948.6 985.4 1021.6 10572 1092.1 1126.5 1160.4 1193,8 1226.7 1259.2 Q *49o494.6 548.1 599.1 648.1 695.2 ! 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 13146 ZgNm6 WLu s�wW 515.0 570.7 623.9 674.8 723.91 771.4 817.5 862.3 906.0 948.6 990.3 1031.2 1071.2 1110.5 1149.2 1167.1 1224.5 1261.4 1297.7 1333.5 1368.8 8-m- -. ---592.9 648.1 701.0 752.0 801.4 849.2 895.8 941.1 • 985.4 1028.8 1071.2 1112.8 1153.7 1193.8_ 1233.3 1272.1 1310,4 1348.1 13.3� 1422.0 313 3 9'-0" 54.6 614.6 671.9 726.8 779.6 1 830.8 880.4 -928.7 975.7 J 1021.6 1066.5 -i-1-1-0.5En 1153.7 1196.0 1237.6 1278.5 1318.8 1358.5 1397.6 1436.1 ! 1474.2 O w s w 10'-0" 573.9 636.0 695.2 752.0 806.8 859.7 911.0 961.0 1009.6 1057.2 1103.6 1149.2 1193.6 1237.6 1280.7 1323.0 1364.7 1405.7 1 14462` 1486.1-1, 1525.4 N p w 10'•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 1 1494.0 1535.2 I 1575.9 11'-0" 611.6 677.8 740.9 801.4 859.7 916.1 970.8 1 1024.0 -TO-7-5.-9-7, 1126.5 1176.0 1224.5 1272.1 1318.8 1364.7 1409.8 14542 1497.9 1541.0 1583.6 1625.5 N 11'•6" 630.0 698.1 j 763.1 825.5 885.5 943.6 1000.0 1 1054.8 1108.2 1160.4 1211.4 1261.4 1310.4 1358.5 1405.7 1452.2 1497.9 1543.0 1587.4 1631.2 ! 1674A 12'-0" 648.1 718.2 785.1 649.2 911.0 _ 970.8 1028.8 I 1085.2 _1140.1 1193.8 1246.3 _1297.7 1348.1 1397.6 i 14462 1494.0 I 1541.0 1587.4 1633.1 1678.1 1722.6 z _ _ _ 1- ;1 -� 1---- , ;�_ o 12'•6" 666.0 738.0 806.8 872.7 9362 997.6 1057.2 _1115.1 � 1771.6 � 1226.7 ! 280.7 1333.5 1385.3 _ 1436J_; 1486.1 1535.2 1583.6__ 16312 1678.1 1724.4 1770.1 683.6 757.6 628.1 895.8 �_961.01 1024.0 1085.2 -i144.6 Y 1202.6 j 1259.2 ( 1314.6 1368.8 1422.0 1474.2 ! 1525.4 -1-5-7-5.-97-1-625.6 1674.4 1722.6 1770.1 1817.0 �' `1 - W 13'-6" 701.0 776.9 849.2 918.6 985.4 ! 1050.1 1112.8 1173.8 ; 1233.3 ! 1291,3 1 1348.1 1403.7 1458.2 1511.7 1564.3 1616.0 1666.9 1717.1 1766.5 1815.2 1863.3 14'-0" 796.0 870.1 941.1 1009.6'11075.9 1140.1 1202.6 I 1263.5 1323.0 13812 1438.1 1 1494.0 1548.8 1602.7 1655.7 1707.8 1759.2 ! 1809.8 1859.8 1 1909.0 14'4i" 735,2 814.8 890.7 963.4 1033.5 1 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 1 19542 F- G?o 2 15'-0" 752.0 933.4 911.0 985.4 1057727 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 o f� 15'-0" 768.7 851.9 931.2 1007.2 1080.5 1151.4 1220.2 1287.0 1352.2 1415.9 1478.1 1539.1 1598.9 1 1657.6 1715.2 1771.9 1827.7 1882.7 1936.9 1990.3 2043.1 9 m k G16'-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 ib - - -- - 16'-6" 801.1 _887.8 __970.4 __ 1049.7--_-1126.1 1199.9 1271.6 -1T-0" �--616.6 905.0 T 889.3 1070.1 1147.9 12232 1298.3 N _ 17'-6"_ 631.9__ 921.9 -1007.8 1090.1_ _1169.4 1246.1 13 02! 13 fi lI Q ° 18'•0" 846.9 938.6 1026.0 _1109.8 1190.5 1268.6 1344.4 18'•6" 861.7 954.9 1 1043.8 1129.1 1211.3 1290.7 ! 1367.8 g E 19'-0" 876.2971.0 1061 A 1148.1 , 1231.6 ! 1312.4 ! 1390.8 � s 19'•6" 890.4 986.7 ! 1078.6 1166.7 1 1251.6 1333.7 1413.4 20'-0" 904.3 1002.2 1095.5 1185.0 ! 1271.2 1354.6 1435.5 20'-6" 918,0 101_7.3_ 1112.0 1202.9 1290.4 1375.1 1457.2 -0 G - --" - 21' " 931.3_---1032.1 i 1128.2 _ 1220.4 130 2�_1395.1 _1478.4_ } 21'-6" 944.4_ 1046.6 1144.1 1237.5 1327.6 f 1414.7 1499.2 a § 22'-0" 957.2 1060.8 1159.6 1254.3 1345.6 1433.8 1518.5 22'•6" 969.7 1074.6 i 1174.7 1270.7 1363.1 1452.5 1539.3 ! Ty=PERPENDICULAR LOADS 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 1 1203.8 1302.2 1396.9 1488.5 1577.4 j 1 B e1 R 24'4" 1005.3 1114.1 1217.8 1317.3 1413.1 1505.8 1595.7 z 24'-0" 7016.4 1126.5 1231.3 1331.9 1428.8 1522.6 1613.5 �O Tx=PARALLEL LOADS - - - 25'-0" 1027.3 1138.5 1244.5 1346.1 1444.1 1538.8 1630.7 3 25'-0" 1037.6 1150.1 1257.2 _ 1359.9 1458.8 _1554.5_ 1647.4 � g 26'-0" 1047.9 1161_3 1 1269.4 1373.1 1473.0 1569.7 1663.4 LOADS ON EXISTING STRUCTURE NOTE: SIDE RAIL SECTION SHOWN, SLIDE TRACK, GROMMET,AND � HII I 26*-V 1057.6 1172.0 ` 1281.2 1385.8 1486.7 1584.2 1678.8 27'x0" 1066.9 11 a2 1 1292.4 1398.0 1499.7 1598.1 1693.6 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. mwue"r er,ewauxs Ew•uess' 27'-6" 1075.8 1192.2 j 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 """'MNTS UNLESS NOTED 28'•6" 1092.1 _1210.3 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-----1745.4-1 736 29'-6" _1106.5 __1226.2 1340.4 144_9.9_ 1555.4 _1657.4 1756. 30'•0" 1112.8 1233.3 1348.1 1458.2 1564.3 1666.9 1766.5 1.10 TABLE 2 LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Ty=PERPENDICULAR LOADS(PLF) DESIGN PRESSURE 10) 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 .ams®vaa - 3'-0" 45.0 52.5 60.0 67.5 75.0 82.5 90.0 97.5 105.0 112.5 120.0 127.5 135.0 142.5 150.0 157.5 165.0 172.5 180.0 187.5 195.0-::* u� �ut sas 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 - ; 4'-0" 60.0 70.0 80.0 90.0 100.0 110.0 120.0 I 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 '�O '• S y 4'-6•' 67.5 78.8 90.0 101.3 112.5 123.8 135.0 i 146.3 157.5 168.8 180.0 191.3 ; 2025. 213.8 225.0 236.3 247.5 258.8 270.0 281.3 292.5 �iT�s•,•R OP �®••`+� 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 1 250.0 262.5 _ 275.0 287.5 300.0 312.5_ _325.0 S' 5'.6" 82.5 96.3 110.0 123.8 137,5 151.3 165.0-X178.8 192.5 206.3 _220.0_ 233.8 _ 247.5 261.3 l 275.0 288.8 302.5 316.3 330.0 343.8 357.5 / 1 I �� W w^� 8 m 6'-0" 90.0 105.0 _ 120.0 135.0 150.0 _ 165.0 180 195.0 210.0 225.0 240.0 255.0 270.0 285.0 1 300.0 315.0 330.0 345.0 _360,0 375.0 _390.0 W N '!!�^�R 6•-6" 97.5 113.8 130.0 146.3 162.5 178.8 195.0 211.3 227.5 243.6 260.0 276.3 292.5 308.8 325.0 341.3 357.5 373.8 390.0 406.3 422.5 u! o i S 6 7'-0" 105.0 122.5 140.0 157.5 175.0 192,5 210.0 227.5 245.0 262.5 280.0 297.5 315.0 332.5 350.0 367.5 385.0 402.5 420.0 437.5 455.0 Z Q �>¢ �1 7'-6" 112.5 131.3 150.0 168.8 1 187.5 206.3 225.0 243.8 262.5 281.3 300.0 316.8 337.5 356.3 375.0 393,8 412.5 431.3 450.0 468.8 487.5 Z a g¢m z i t 8'-0•' 120.0 140.0 I 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 ^ CI t aOry"a z 8'-6" 127.5 148.8 170.0 191.3 212.5 233.8 255.0 276.3 297.5 318.8 340.0 361.3 382.5 403.8 425.0 446.3 467.5 488.8 510.0'15313 552.5 W W 00'+w z 9'-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 i 562.5 585.0 N LL s 3 9'-0•' 142.5 166.3 - - x -T___,_190.0 213.8 237.5 i 261.3 285.0 308.8 332.5 356.3 ,_ 380.0 403.8 427.5 451.3 475.0 498.8 522.5 546.3 570.0 593.8 617.5 o w W 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_ 500.0 525.0 550.0 575.0 600.0 625.0 650.0 ti O g 10'•6" 157.5 183.8 210.0 236.3 262.5 288.8 315.0 341.3 367.5 393.8 420.0 446.3 472.5 498.8 525.0 551.3 577.5 603.8 630.0 j 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 1 522.5 550.0 577.5 605,0 1 632.5 660.0 j 687.5 715,0 U N Ir 11'•6" 172.5 201.3 230.0 258.8 287.5 316.3 345.0 373.8 i 402.5 431.3 460.0 488.8 517.5 i 546.3 1 575.0 603.8 632.5 661.3 690.0 i 718.8 747.5 12'-0" 180.0 210.0 240.0 270.0 300.0 330.0 360.0 390.0 31 420.0 450.0 480.0 510.0 j 540.0 I 570.0 600.0 630.0 660.0 690.0 720.0 750.0 780.0 H 542 12'-6" 187.5 218.8 250.0 281.3 2.5 343.8 375.0 406.3 437.5 i 468.8 500.0 531.3 562.5 593.8 , 625.0 i 656.3 687.5 ! 718.8 750.0 781.3 812.5 z 13'-0" 195.0 227.5 260.0 292.5 325.0 357.5 390.0 i 422.5 455.0 j 467.5 520.0 552.5 585.0 _ 617.5 (_650.0 I 682,5 _ 715.0 ! 747.5 _780.0 i_ 812.5 845.0_ W �+ 13'-6" 202.5 236.3 270.0 303.8 337.5 1 371.3 405.0 i 438.8 472.5 506.3 540.0 _573.8_ _ 607.5 _641.3 675.0 ' 708.8 742.5 776.3 810.0 1843.8 877.5 14'-0•' 210.0 - 245.0 280.0 315.0 350.0 365.0 420.0 _ 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 b 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 ! 761.3 797.5 833.8 670.0 906.3 I 942.5 (n c 15'-0" 225.0 262.5 f 300.0 337.5 375.0 412.5 450.0 487.5 525.0 562.5 600.0 637.5 675.0 712.5 ! 750.0 787.6 825.0 862.5 900.0 937.5 975.0 o ^n .� ss� 15'-6" 232.5 271.3 310.0 348.8 387.5 426.3 465.0 503.8 542.5 581.3 620.0 658.8 1 697.5 736.3 775.0 813.8 852.5 891.3 930.0 968.8 i 1007.59 w F 16'-0" 240.0 280.0 1 320.0 360.0 400.0 i 440.0 480.0 520.0 560.0 600.0 640.0 I 680.0 720.0 760.0 i 800.0 840.0 Z 880.0 i 920.0 960.0 1000.0 ; 1040.0 z O1 f § 16'-6"_ 247.5_ 288.8 1 330.0 371.3 412.5 1 453.8 495.0 m 17'-0" 255.0 297.5 � 340.0 382.5 425.0 467.5 .510_0 ry C ¢ 17'-6'_ 262.55.0 306.3 35 . 0 437.5 481.3 52 0 393.8 -_ 5.0 Q ;y z 18'-0" 270.0 31 360.0 405.0 450.0 495.0 540.0 18•-6" 277.5 323.8 1 370.0 416.3 462.5 i 508.8555.0 V) s 19'-01' 285.0 332.5 380.0 427.5 475.0 522.5 570.0 ! s h 19'.6" 292.5 341.3 390.0 438.8 487.5 536.3 585.0 j _20'-0" 300.0 ! 350.0 400.0 1 450.0 500.0 550.0 1 600.0 0 0 20'-6" 307.5 358.8 410.0 461.3 512.5 563.8 615.0 ~ 21'-0" 315.0 367.5 420.0 472.5 525.0 1 577.5 630.0 V 21•6--- 322.5 376.3 7 430.0 483.8 537.5_! 591.3 64� oS 22'-0" 330.0 385.0 440.0 1 495.0 550.0 605.0 660.0 8 22'-6" 337.5 393.8 ! 450.0 ! 506.3 562.5 616.8 675.0 Ty=PERPENDICULAR LOADS 23'-0" 345.0 402.5 460.0 517.5 --6-755-77E2-5 II (EITHER DIRECTION) T=SCREEN TENSION 1.2 l ff A 23'-6" 352.5 411.3 470.0 528.8 567.5 646.3 705.0 24'-0" 360.0 420.0 j 480.0 j 540.0 600.0 , 660.0 720.0_ El O - - - -- --� Tx=PARALLEL LOADS w 367.5 - 428.8 ' 490.0 j 551.3 612.5__ 673.8 _735.0 25'-0" I 375.0 437.5 i 500.0 562.5 625.0 687.5 750.0 nm8 g 25'•6" 382.5 446.3 610.0- 573,8 637.5 701.3 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'-0" I. 397.5 463.8 530.0 596.3 662.5 i 728.8 795.0 SIDE,SLIDE,GROMMET STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. p 2T-0" 405.0 472.5 540.0 607.5 675.0 � 742.5 810.0 �&STRAP INSTALLATIONS- $ 27'-6" 412.5 481.3 550.0 618.8 687.5 756.3 825.0 1 mvrw5-229797 exexmcssm 15 28'-0" 420.0 _490.0 560.0 630.0700.0 _ 770.0 -B40�0 sCALE.t YS UMMESS NOTED 28'-6" 427.5 498.8 570.0 _-641.3__ 712.5 783.8 855.0 i N 29'-0" 435.0 507.5 580.0 652.5 725.0 797.5_ 870.0 29'-0" i 442.5 516.3 1 590.0 663.6 737.5 811.3 885.0 ",rl c 30'-0" 450.0 525.0 600.0 675.0 750.0 1 825.0 900.0 j w] w r JA MINIMUM SEPARATION FROM GLAZING VALUES TABLE 3 ESSENTIAL FACILITIES AND ZONE 4ONLY [� Fabric Span LOAD(4 F) 4 30 35 40 I 45 50 65 60 65 1 70 75 BO 85 I 90 95 100 105 110 115 i 120 i 125 130 3.00 ft 2.30" 2.3T 2.43' I_ 2.49" 2.54" 2.69" 2.84" _2.88" 2.72' 2.78• 2.80• 2.84• 2.87" 2.91" 2.94" 2.97 3.00" 3.03' 3.06" 1 3.0` _3.12" � �9 L BDIX 00.P 3.50 ft 2.60' 2.68' 2.78' 2.83' 2.89" 2.85" 3.01' 3.OG_! _3.12' 3.17" 321' 3.26`-.� 3.34' 3.38'_ 342" 3.48' 3.50" 3.53' 1 3.57 3.60' 4.00 R 2.91'_ 3.01" 3.10' 3.78" 3.26" 1 3.33' 3.40" 3.47" 1 3.53`_ 3.59' 3.64` 3.70" 3.76• 3.8(" 3.85° 3.89` 3.94• 3.98" 4.03' 1 4.07• 4.11' P'TE O 4.60 ft 3.23" 3.36' 3.46" 3.55" 3.64" 3.73" 3.81" 3.89' ! 3.96' 4.03` 4.09° 4.16" 4.22" 4.28" 4.33" 4.39" 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"--_- 4.48" 4.56"- 4.63" 4.70" 4.77" 4.63• 4.90" 4.96" 5.02" 5.07" 5.13` _5.19• �i� ��•�\ s -5.5011 -3.91" 4.07- 421" 4.34" 4.46" 4.57 4.67" 4.77 4.87' 4.96• 5.04• --5.12'---- 5.20" 5.28" 5.35" ,�- 5.43• 5.49" 5.56" 5.63" 5.69' 5.75' �7 r i I 1 m $x 6.00 k 4.27" 4.45" 4.60" 4.75' 4.88" 5.01" 5.12" 5.24" 1 5.34• 5.44' 5.54' 5.63" 5.77 5.81" 5.89" 5.97 6.05" 8.12' 6.20' 6.27 6.34' ((� w•�.�n1 B.Soft 4.64" 4.83' 5.01" 5.1 T' 5.32' 5.46" 5.59" 5.71" 5.83' 5.94" 6.05" 6.15' 625" 6.35" 6.44' 6.53' 6.62• 8.70" 8.78' 6.86' 6.94' W((� ILLU) M 7.00 ft El 7.50 R 5.48• 5.64• ! 5.85" 6.05" 6.23• 6.39" 8.55• 6.70" 6.85" j 6.88' 7.18' 7.24' 7.36" 7.4r 7.58' 7.69" 7.80" 7.0" 8.0" 8.09" 8.19" ?tQ QLU VQ 8.00 ft 5.80" fi.06' ! 6.28' 6.50' 8.70' 6.88• 7.05" 7.22' 7.37- 7.52" 7.66" 7.80' 7.93" 8.66" 8.18' 829• 8.41" 8.52' i 8.83' 8.73' 8.83" 8.50 k 6.21" 6.48" 6.73' 6.96" 7.18• 7.37- 7.56" 7.74' 7.91" 8.Or 8.22' 8.3r 8.61' 8.65" 8.78' 1 8.91' 1 9.03" 9.15" 9.27 9.38" 9.49" Z X N m b m 9.0011 6.62' 8.92" _ 7.19" 7.43° 8.27 8.46" 8.63" 8.79• 8.95" 9.11• 9.25" 9.40"_ 9.53 _ 9.BT 9.80" 9.92" _10.04' 10.16" �W �,.��Lu,..w 9.50 k ---7.04"_-�--7.36" 7.65° 7.92" 8.16" 8.39- 8.61' _8.82' - -9.01" 920" 9.38' 9.55' 9.71" 9.87" 10.02'_-. 10.17" 10.32"_ 10.45' 10.59" 70.72` 10.85" 3 rL 13 10.00 ft 7.47" 7.81'_ -_-8.12 8.40" 8.6r 8.92" 9.15' _ 9.3r 9.58" 9.78• - 9.97" _10.15' 10.33" 10.50" 10.66• I_10.82` I 10.9r 11.12' it-111.27 11.41" _11.55" Ul w 10.50 ft 7.90" 8.27' -_8.60' -- 8.90' --9.18" 9.45• 9.70" 9.93' 10.16" -_10.37" 10.5r 10.77 10.86' _11.14' 11.31" _ 11.48' 11.65" 11.80' X1.96" , 12.11' 12.25" o w W 11.00 k 8.35' 8.73" 9.08' 9.41" --9.71' 9.99• 10.25" to.b0" I10.74"- 1D.9T 11.19' 11.39" _11.59' 11.78• 11.97' 12.15' 1233• 12.50" 12.66' 12.82" 12.98' 11.50 k 8.79" 9.20' I 9.58' _r 9.97 10.24" 10.54' _10.82' 11.08' ! 11.34" 11.58" 11.81' 12.03' 12.24' -12.44' 12.84' 12.83' 13.02" 13.20' 13.37- 13.54" 13.71' _ 1200 R 9.25' 9.88" 10.08'__10.44' " 10.78" 11.10" 11.39" 11.6T 11.94" 12.20' 12.44' 72.67" 12.90' 13.11" 13.32' _13.52' 13.72' 13.91` _14.09" 142r _14.45" U 12.50 k 9.71" 10.17- ! 10.59" 10.97" 11.33" _11.66' 11.9r 12.27 12.55" 12.82" 13.08" 13.33" 13.56" _ 13.79' 14.01' 14.22" 14.43" 14.63' r_ 14.83" f 15.02" __1520' 13.00 ft 10.18" 10.66" 1 11.10' 11.51' 11.88` 12.23" 12.58• 12.88" i 13.17" 13.46" 13.73' 13.99" 14.24' 14.48' 14.71' 14.93' 15.16" 15.36" 15.5r 15.77" 75.96" z z 13.60 R 10.65" 11.16" 11.62" 12.06' 12.44• 12.81" 13.16" 13.49' 1. 13.80" 1 14.10" 14.38" 14.66' 14.92' 15.17" 15.42" 15.65' 15.88" 16.10' 16.32" 16.53" 16.73' z 14.00 R 11.13' 11.6r 12.15' 12.60" 13.01" 13.40" 13.76" 14.11" 14.44' 14.75" 15.05' 15.34' 15.61' 1 15.88" 16.13" 16.38' 18.82' 16.86" 17.08" 17.30" 17.52 _ Lu 14.50 ft 11.62" 12.18" 12.68' 13.15' 13.59' 13.99' 14.38' 14.74' 15.08' 16.41" 15.72" 16.02' i 16.31' ! 16.59' 16.86" 17.17 17.37' 17.61' 17.85" 18.08° ! 18.31' 15.0Ok 12.11` 1269" 13.27 13.71' 14.17" 14.59' _T4.99" 15.37 15.73' 16.07° 16.40" 18.77 17.07 17.31' 17.59" 17.86" 18.13' 18.38' 18.83" 18.87 j 19.11" 15.60 k 12.60' 13.22' 13.7T ! 1428' 1ta 4.78" 15.20" 15.67 16,01' ! 16.39" 18.75' 17.09` 77.47 I 17.74" 18.04" 18.33° i 18.67 18.89' 19.16" 19.47 19.6r 19.92" 16.00 ft 13.11' 13.74" 14.37 14.86" 15.35" 15.87 ! 1625' 16.66" 17.06° 17.43' 1 17.79' 1 18.13• , 18.46' 18.78' 19.08' 19.38• 19.6719.95" 20.22" 20.48" 20.74' 0 o _ 16.50 k_ 13.67_ _ 14.34" 14.94"_ 15.50' 76.02' _18.50' ! 16.96• 0 9 m _ 17.00 ft _ 14.2r 14.97" _15.61' 76.19" 16.73' 17.24' 17.77 Z - 77.50 R 14.89` tb.82'_j-16.28'.___.._._16_90" 17.46 16.00' ! 16.50"-- H 18.00 ft 15.57 16.28" 16.98' 17.62" 18.21" 18.77 19.29" �. R S 18.50k 16.17 76.97" 17.69• 78.36" 18.98" 19.56" 20.77` m 18.00 k 16.83" _ 17.66' 18.42" 1._19.12" 19.77` 20.3r_ ! 20.94' Q 19.60 ft 17.51" 18.38' 19.17 19.90' -'20.57 21.21' _ 21.80'_ - m 20.60 ft _ 18.21' 19.11" 19.94` 20.70' 21.40' zz.o6• zz766• NOTE: INSTALLATIONS NOTE: INSTALLATIONS t W E 20.59e 18.92• 1s.Br zD.72• 21.51" 22.25• ; 22.93" 23758' OUTSIDE OF THE HVHZ OUTSIDE OF THE HVHZ 21.00 ft 19.65" 20.84" 1 21.53" I 22.35" 23.12" 1 23.83" , 24.50" I THAT ARE NOT WIND ZONE THAT ARE NOT WIND ZONE 21,108 20.40' _21.43" 22.31 23.21" 1 24.01" 1 24.75" 1 25.45` GLAZING - 4 OR ESSENTIAL FACILITIES 4 OR ESSENTIAL FACILITIES O 22.00 ft 21.18• 22.24" 2321" 24.10" 24.92 25.89" zs.a2" DO NOT REQUIRE DO NOT REQUIRE F•" 22.50 ft 21.97' 23.07" 24.08" 25.00" 25.86" 26.66' 27.42" E 23.00 ft 22.78" 23.93" 24.9r 25.93" 26.83' 27.66` 28.44• SEPARATION FROM GLAZING. SEPARATION FROM GLAZING. 23.60 ft 23.62" 24.81" 1 25.90" 26.89' 27.89" 28.68" ! 29.50" �e 24.0011 _ 24.48' 25.7z^ __26.84" 27.88' 28.84• 29.74" I 30.68' DEFLECTION MUST BE B 7"9 24.50ft 25.36" 26.65" 1 27.82" 28.89" 29.89• 30.82 ! 31.70" MEASURED AT PANEL DEFLECTION MUST BE B 25.00k 26_28'__ 27.61" 28.82 29.93^ 30.97 31.94" 3z.as" MEASURED AT PANEL - - MID-SPAN. SEE TABLE 25.50@ 27.22" ~28.60' _ 29.85' 31.01" ! 32.08" 33.09" 34.03" ABOVE FOR MINIMUM MID-SPAN. SEE TABLE 28.608 29.19" 30sT' _ 32.07 _32.12_ 33.23^ 1 34.27 3s.z5" - SEPARATION FROM GLAZING. ABOVE FOR MINIMUM 26.50ft 30.29" 31.76" 33`33.26' 34.42" ,.35_50" _36.51' SEPARATION FROM GLAZING. 26.00 ft 28.19" 29.62" 30.92" _ 00 27' -��-- 34.45' 35.64" 36.76" 1 37.82" kit 9 27.50 ft _ 31.29" 32.89" 34.34" 35.67 _36.91" _38.07" 39.16` SCREEN B 28.00 ft 32.40" 34.05" 35.56` 36.94" 38.23" 39.43' 40.56" ?r�ya� 28.50 ft 33.55' 35.26" 1 36.82' 3826" 39.59" 40.83' I 42.01" 29.001134.7x" 36.52' �t 38.14' ! 39.62" 41.00' -42.30• 43.51" - DEFLECTION DIAGRAM DEFLECTION DIAGRAM - ME : w����A• 28.50 ft 35.98" 37.83" 39.50" 41.04' 42.48' 43.81' 45.07" 30.0011 37.28" 39.19' ( 40.93" 42,52" 44.01" 45.40' 46.70" 15-2975 ' BOLE:NTS UNLESS NOTED Al � u KIIIIII IJI 9�rD SE.•••�jQ 6 1/a'0 Alw,POP RIYEI6 OUR PULE OR MOTOR BRACKET '�C E9t�lmEEsr ep ROLL 0000 BACK RANK L BENNARDO,P.E; RDLL FORM.040'(LULL / �_OSP 549 GUM _ P SIDE RUL \ 2'X2'(1/B'ANGLE ATTACHED C' �/ �'•Nft j Ft I, _ _ AT 24'O.C.YAK. _r® L I W tel i "T _ 1-3 GEM OR TUBULAR MOTOR UJ kit: J a'P auu TOP RNEiS(Trip) ALUMINUM 80X COVER STYLES W(n o U:- -UP $& 1 // DRI-VE CAP ROLL UP 9CREExxl IN97ALLA710N•SCALE NTS. Ill lrr ON= uM1r~ W ya i STEEL OR ALUM.TUBEeSTANM 60mm OR 7omm - Z �;Q4 z w 4i ;Tn 60mm OR 70mm BEAM PLATE OR i O,C m 3IDLER SUPPORT OR W u _ AIUUSTABLE PHOT i" UP TO 100 LBS SCREEN WEIGHT WITH: f _ 4'TO 'CAST SNE PLATE -/ JIW/4•raS(M) (3)5/4 0x1'SMS OR y d lw oLu w _ TOP ENTRY ALUMNA HOOD FRONT a ti 0 -� 4RML GUIDE ROLL FORM.040'AMA SIDE RAR 9 1 / MP) Z N a TOi3 4'1}XS `Fi_. SCREEN, UP TO 200 LBS SCREEN WEIGHT WITH: rr z 360'MAX. SPAN WIDTH o °e (4) 1/4 ax1Tz MSNS OR 1V em7DY BAR W m ROLL-UP SCREEN SINGLE PANEL-ELEVATION Y�1� K� TYPICAL SINGLE SPAN UP TO 24'-0'INSTALLATION-N.T.S. ` PLASTIC TRACK GLIDE r V Imo 12 UP TO 350 LBS SCREEN WEIGHT WITH: ui o 6 ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL (4)5/16.0 TAPCONS OR ROLL-UP SCREEN INSTALLATION-N.T.S. Z 3 a (6) 1/4*Mx1"SMS M T' }���1{ ll '� I +,= MOUNTINGBRACKETSHAPES ,� y + ! ROLL-UP SCREEN INSCALIATIONS-N.TS. v, E k ALUM.MULLION 8UI1D-IN OR BUILD-OUT IXISl1NC STRUCTURE O tz 2 1 , 1C t {..fi , •.�,^Iii j :.� YT.rf ,1 --�Did i SEE BRACKET FASTENER SCHEDULE THIS SEE BRACKET FASTENER SCHEDULE THIS L' - T -r•• I , Ij� { a �= +i it"� ——— SHEET FOR FASTENER SIZE AND QUANTITY SHEET FOR FASTENER SIZE AND QUANTITY' n 360'MAX.SPAN WIDTH I-- MOUNTING BRACKET MOUNTING BRACKET MOUNTING BRACKET cawmcxrErsmEEaxc ExPnEss• (SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) 15-2975 ® 6GLL01 NTS UNLESS NOTED ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION MOUNTING BRACKET INSTALLATION �� APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N.T.S. - ROLL-UP SCREEN•N.T.S. ' 11111 INSTALL THE APPROPRIATE ANCHORS TO THE GIVEN BEN/V �� L BENNA0.D0,P.E. SUBSTRATE®24'O.C.(TYP.). HEAD BOX ANCHORS 2'1(2'%1/8• INSTAL APPROPRUTE ANCHORS 1/4'0 SELF-TAPPING `��� �,,..........q 0046549 10 ARE NOT REOURED FOR STRUCTURAL SUPPORT OF CONTINUOUS AS NEEDED TO PREVENT SMS 3'FROM EACH END \ �`�.•�AC,E.NS SYSTEM AND THEREFORE W NOT FOLLOW THE ALUMINUM ANGLE HOUSING FROM SAGGING. )6•TUBE BUILD-OUT HEADER AND 24'O.C.(TYP) ANCHOR TABLE SCHEDULE. SEE SHEET 3 FOR TUBE OPROLIS AERIC ATTACHED PER 2'K2�L1/8'COMINuOUS MANUFACTURER'S =LL: No P�Op46 E- lLjL2!ff • _ ALUMINUM ANGLE SPECIFICATIONS. - -p( ' c �T OF BEl+wutOo,Pp SUITABLE SUBSTRATES J:/•O,cF••'S 1O 10?:'� INCLUDE CONCRETE, INSTALL THE ° ® �`,SS'O NN ` Z v f GROUT FILLED BLOCK , _ ALUMINUM AND WOOD. �; ` APPROPRIATE TO THE ¢p Fuj-M g 0 SUBSTRATE PER THE / W �? ui ANCHOR TABLES. /ii j 1 ..... WW LLV)LL ATTACHED PER i /i - - QQ Q g4 n�j Z SPty ECIFICATIONS. i I HOUSING SIZE VARIES WITH ROLL Z Ot m 14 -pie I.ETER. ROLLING MECHANISM �N C pit s 6 MAY ALSO BE HIDDEN OR W W W.,®z SUITABLE SU651RATE5 ! / MOUNTED W EAYE OR SOFFIT E � INCLUDE CONCRETE, // 'yw.6:u-7 x GROUT FILLED BLOCK �� ' / N W ..w AND WOOD. / ,p LUl ] NN SIDE TRACK GUIDE LOCATION g HOUSING SIZE VARIES WITH ROLL N z DAU:TER ROLLING MECHANISM / z A /// SfDE TRACK GUIDE LOCATION MAY ALSO BE HIDDEN OR / / / LLJ •^ MOUNTED IN EAVE OR SOFFIT LL-UP FABRIC OR SCREEN .ti.yy RML ATTACHED PERr` % L3'13'x1/8'ALUM.CDP � ' APPROPRIATE ANCHOR TABLE U) LwFd 0 ROLL-UP SCREEN / VERTICAL 3'x(VARYING DEPTH)BUILD-OUT D 1/4.0 SELF-TAPPING % a0 , SLOE RML ATTACHED PER SNS(2)PER lEG(IYP) �/ / FASTENED PER ANCHOR SCHEDULE. OFFSET z z q i BUILD-OUT ANCHOR LOCATIONS 3'TO H iii APPROPRIATE ANCHOR TABLE ®TOP 6,BOTTOM / 1-a ALLOW SLOE RML TO BE MOUNTED PER THE 5 SUITABLE SUBSTRATES / �'ii// PUBLISHED ANCHOR SCHEDULE m a INCLUDE CONCRETE, ® Q o GROUT FILLED BLOCK z ALUMINUM AND WOOD �' i i�' i ROLL-UP SCREEN BOTTOM BAR `L ,n WITH DPRONAL SEAL INSERT. (n 4 SCREEN BOT10M BAR INSTALL THE APPROPRIATE ANCHORS TO THE BOTTOM BAR SEAL GIVEN SUBSTRATE PER THE ANCHOR TABLES (O/PT'THIIONAi ALUM.ANGLE SILL . CONCRETE SHOWN,OTHER SUITABLE v. - X THICK ALUM.TUBE ` O Q ` • SUBSTRATES INCLUDE GROUT FlUn BUILD-DUT SILL. SEE 1/4'0 SELF-TAPPING rn �+ u BLOCK,ALUMINUM AND WOOD. SHEET FOR TUBE SMS 0 24'O.C.(TYP) a } IS 19 e SIDE RAIL GUIDE PLASTIC BUILD-OUT OPTION 6 ,� 1 ROLL-UP HURRICANE SCREEN z ROLL-UP HURRICANE SCREEN 6 .rs sarnan wEw W.— ---- srmaR vuw 16 {0.7800 f2 T � j 3.250"� .209" --{ f �+ �� (-• fig{ 0.115" 0.209' J- 2,0000 O G !D ^ fDRWGM EM-EEAtDG ExPR - 0 0.2300 TO.1S00 THE BDrrOn BAR Is 15-2975 1 T REQUIRED ONLY FOR HARDWIRE ACCESS HOLE LWEFEO // 1 ROLLING SYSTEMS.rr IS SCA EI NYS UNLESS N01M RQDWARE WON SHaP IN BUTION(TYP) ACCESS�5�-� 0 1070 0.2690 r OPTIONAL FO MANUALLY N WITH SNIT N CORA(TYP) OPERATED SYSTEMS. Tae uoo 3�SIDE RAIL WITH SNAP IN BUTTONS rat SIDE RAIL WITH SNAP IN COVER 5 SLIDE xxTRACK6 ROLL-UP BOTTOM BAR 7 BOTTOM BAR TRACK GUIDE(PLASTIC) EFcnavv¢ g, g .rs. eoaan w 6 .rs. am,ra serna+vrcw S Ea,vev 6 kTs soarm acrRox uiew S .rs. eernwvcw O 1111111 E Ny ( L BBiNARDO.P.E. .\ L••..... q D �� `�• •`GENS 1/4-14 DRIL-FLEX(TYP) OS 49 ' 0 (SEE ANCHOR TABLES ON SHEETS 26&27 FOR SPACING) 5OFFS ACCESS HOLE(TVP) 131NARD0,P.E. SIZABLE 9TIE G 6 FUIDWOE (OFFSET FROM GRIL-FLEX) �� STATE OF CDNUiEIf,GRIXII f41ED BIfXIL,AWNAm1,SM ANI APPROVED MUWON i�it` '•..FLORIpP-••• SEE TABLES FOR APPROPRIATE (SEE ANCHOR TABLES,ON SEE TA8LE5 FOR APPROPRIATE / / / / 5i�ni A0 Z O P g ANCHOR AND SPACING SHEETS 26&27 FOR SPACNG) ANCHOR AND SPACING jr® w,A o N APPROVED SIDE RAILS PER SEE ANCHOR TABLES TUBE OPRONS Y•r`(�1' JJ U DETAILS ON SHEET 6 FOR APPROPRIATE 11X4` W{)J Em m ANCHOR AND SPACING 2x4• tx3' NOTE W �y atlF 31(4` YXY i < , 61U1110N5 FORYULTIPIf UNIT Z U Q 4`X4` < INSTALLATIONS SHALL HAVE Q u s , APPROVAL F��IS TYPE OF t m z TUBE OPTIONS W W •+w z 2`X4' TION 1/4'-14 DRILL-FLEX(TYP) ` 31(4` 2'X3` (SEE TABLES ON `'+d z •• SHEETS 26&27 FOR SPACI N W w ` 41(4` 31CT' . . .5' < Lu ui "° a• < - ANGLE OPRONS • a .E 0 21(Y1L e 31(31(3/8` . ` ° °E^ ..a a ,• vc <' ` e / \\ H✓I 5/8"0 ACCESS V Z HOLE") SEE TABLES FOR APPROPRIATE \ W -E < ANCHOR AND SPACING ti • nMULLION MOUNT-SECTION ROLL-IIPSCREEN INSTALLATION(OPTION 4)-NTS WALL MOUNT-SECTION BUILD-IN MOUNT-SECTION cn o 1 SEE TABLES FOR APPROPRIATE TYPICAL SIDE RAIL INSTALLATION(OPRON 4)-N.T.S. ANCHOR AND SPACING 3 SIDE f WL INSTALlAT10N(OPTION 5)-N.TS nBUILD-OUT MOUNT-SECTION 0 9 R SIDE RATL WSTALlATION(OPTION 6)-N.TS � 1LLI � � E En O 1'X2•X1/8•RETENTION ANGLE A(FUl LENGTH OF SCREEN OPTIONAL) H 6 $ REMOVABLE FASTENER O g�g ] REMOVABLE FASTENER /� 1`%2•X1/8• ] REMOVABLE .<. > I RETENTION ANGLE <, _ FASTENER I` a ` RETENTION ANLL , RETENTION ANGLE N 5 1•X1-1/27(1/8' RETENTION ANGLE SIDE RAIL I REMOVABLE < II , a ORR FASTENER . Ia SIDE RAIL M $kSIDE RAIL SIDE RAIL g 111H RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION 9 r, SIDE RAIL INSTALLATION(OPTION 1)-N.TS r, SLOE RAR INSTALLATION(OPTION 1)•N.T.S. ] SIDE RAIL INSTALLATION(TION 1)-N.T.S. f SLOE RAIL UISfALLA'TION(OPTION 2)-N.T.S. �d cwracm ExcmecaHc etmecss® NOTE:THE RETENTION ANGLES ARE NOT REOUIRED WHERE THE SLIDE NOTE:THE RETENTION ANGLES ARE NOT REOUIRED WHERE THE SLIDE 15-2975 SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. 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WW S In womium ' • y a E, . �.r it�rarrmralrmrur> ,.E = 801111: EN= -N�.,N NNN , ■■■N m NN •• • •• • 3 U, _ 9 111111 `�NNAR SONflFWP.E 0.313" 0.656 0.373' 0.31 S' 0.373' 0.656' `�` 0 5•• f G 0.658' 1 I / 0.954' pp 1 �tl2 ` 0.658' _ .Z• OQ� �• .{ --� 1 / �_ - •' Il .P.E. •, t� 1.87 0.093' 1.675' 2.000'C7 i '•,• °'t�0 0.093' '�A ••...,..F�• .\ to 0.093' 0.954' /77FES S` ,rya s 0.093` i �Illllltll ¢® LU $O rf^n Y wJ u bil 1.000' Ii i i m �yLL gp,cF r--- 2.000" �1 as0 vaIABLE f 2.000' —� .� W o Ulu TD'S 6y Z 2.000' G rr1h� �U ¢LL iBUILD- 3. U 4aa W Z o REVERSE ANGLED"F"TRACK STANDARD"F"TRACK DDED ANGLED TRACK W W UE 9 w .ANGLED"F'TRACK BUILD-OUT" TRACK 6063T6auNExuN-SCJ LE:1:1 6o6�Tfialmmrunl•svaE 3:1 Lu z 6063-T6 ALUMINUM-SCALE:1:1 6063-T6 ALUMINUM-SCALE:1:1 6063-T6 ALUMINUM :3:1 34"-. u• yWd w C,LU w ,"-L d ;'�';, �a ', � ZIPPER KEYNOTES v " A. (3)ROWS STITCHING EACH SIDE hZ-I OF ZIPPER(THREAD:138 DENIER z {�-i� iTi�r T � _ POLYESTER) W m B. 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Grem•E4nh G•iM/7<Ilao•Ei h C/ttn-E9nh P•Y9093 P4m 94 IINE GERTIFI AIJUNS DIRECTORY SP XE W R2.E254258 Thermal-device-protected Motors- Component Page Bottom Thermal-device-protected Motors--Component- • --, -.- --- -•- See General Information for Thermal-device-protected Motors -Component NINGBO DOOYA MECHANIC&ELECTRONIC TECHNOLOGY CO LTD E254258 MECHANIC&ELECTRONIC AREA LUOTUO ZHENHAI NINGBO,ZHEJIANG 315202 CHINA Motors, Model DM35S followed by 06/36 orl3/15,rated 1.66 amp, 120 V,Class A insulated; Model DM35R followed by 13/15,rated 1.5 amp,120 V,Class A insulated; Model DM35S followed by 06/17,06/33 or 03/33, rated 0.97 amp, 120 V,Class A insulated; Model DM45 followed by S-20/32, S-50/13,R-50/13,M-50/13 or RM-50/13,rated 2.20 amp, 120 V,Class A insulated; Model DM45 followed by S-20/19 or M-20/19, rated 2.3 amp, 120 V,Class A Insulated;Model DM45 followed by S-10/32,S-30/13, M-30/13, RM 30-13, S-50/04, M-50/04, rated 2.42 amp, 120 V, Class A insulated;Model DM45 followed by S-40/19 or M-40/19,rated 3.05 amp, 120 V,Class A insulated; Model DM45 followed by S-40/13, M-40/13 or RM-40/13,rated 1.92 amp, 120 V,Class A insulated; Model DM59 followed by X60/1,2_I;M=601L4.=ed 2.41 amp, i 2ny. C a_ca Ain ull, ed NOCLel Qt159 f00oyip by.S:80119,CrM 8t1119,.rAlxed_ 4.26 amp,f29V,Cass A Insulated; ModelDM59 followed by S-96114,M-80/24,S-100/11, R-100/11, M-100/11,RM- 100/11,rated 2.94 amp, 120 V,Class A insulated. Model DM35R-6/33,rated 0.97amp, 120 V,Class A insulated. Models DM35S-06/33b,DM35R 06/33,DM35S-03/33b,DM45Q-06/33b,DM45S-10/19b, DM45S-10/32b,DM45S- 20/19b, DM45S-20/32b, DM45R-20/32,DM45S-40/13b,rated 120 V,60 Hz,Class S insulated. Models DM35Q-4/33, DM35Q-6/24,DM35Q-8/17. Model DT52E-45/24. Marking:Company name or"E254258" and model designation. Last Updated on 2012-12-14 Questions? Print this page Terms of Use Page Top O 2013 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" Is included in the UL Mark,please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in Itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings (files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UV must appear adjacent to the extracted material.In addition, the reprinted material must include a copyright notice In the following format: "© 2013 UL LLC". Undetwriters, Laboratories Inc. Page I Multiple Recognition Correlation Sheet ML FILE NO. E320402 Issued: 2008-07-09 MULTIPLE RECOGNITION of THERMAL-DEVICE-PROTECTED MOTORS COMPONENT (XEWR2, XEWRS) for [100407-954] ADVANCED HURRICANE TECHNOLOGIES Basically Recognized for: [116244-001] NINGBO DOOYA MECHANIC & (NBK) ELECTRONIC TECHNOLOGY CO,LTD Basically Recognized products covered by Procedure and/or Reports under File No. E254258, Volume I Basic Applicant's Products Report (Supplier's) Multiple Listee% Covered Date Product Designation Product Designations Motors 2005-09-14 DM45S-50/13 DM45S-50 DM45M-50/13 DM45M-50 DM45S-20/19 DM45S-20 DM59S-100/11 DM59S-100 DM59M-100/1-1 DM59M-100 LITERATURE IS IDENTICAL TOBASICS MARKING: Same as that described in Follow-Up Service Procedure and/or Report except for Multiple Listee!s name, ML Tradename, when applicable, and product designation. UL INSPECTION CENTER 14ANGZHOU - 325