Loading...
HomeMy WebLinkAboutComplete AHT Engineering9/23/21, 2:49 PM jO�1C�a pr BCIS Home I Log In I User Registration I Hot Topics Product Approval USER: Public User Florida Building Code Online r � - i�'r�lrarw i fit Submit Surcharge Stats & Facts Publications I Contact Us I BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL16343-R3 Revision 2020 Approved Advanced Hurricane Technology Inc. 6063 Janes Lane Naples, FL 34109 (239) 594-7722 jzabala@aol.com Trevor Johnson tkjengineering@verizon.net Dave Finnegan 6063 Janes Lane Naples, FL 34109 (239) 594-7722 Finnegan 1of10@aol.com National Accreditation and Management Inc. 4655-104 Monticello Ave. Williamsburg, VA 23188 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N8pyjLLxZu%2fWuLTUUvIYRcIDO6dbFX4tVg%3d%3d 1/3 9/23/21, 2:49 PM Florida Building Code Online (757) 258-8808 namicertification@nami.hrcoxmail.com Category Shutters Subcategory Products Introduced as a Result of New Technology 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 Trevor Johnson Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Joseph T. Mitchell, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Validation Checklist - Hardcopy Received FL16343 R3 COI CertificationOfIndependenceSS.pdf Standard ASTM E1886 ASTM E1996 ASTM E330 Florida Licensed Professional Engineer or Architect FL16343 R3 Equiv EquivalencySS.pdf Method 1 Option D Yea r 2005 2005 2002 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N8pyjLLxZu%2fWuLTUUvIYRcID06dbFX4tVg%3d%3d 2/3 9/23/21, 2:49 PM Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/05/2020 10/09/2020 10/19/2020 12/15/2020 FL # I Model, Number or Name I Description 16343.1 Advanced Screen Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +140/-140 Other: See Installation Instructions for requirements and limitations. Roll -Up System Installation Instructions FL16343 R3 II InstallationInstructionsSS.pdf Verified By: Trevor Johnson FL PE 65624 Created by Independent Third Party: Yes Evaluation Reports FL16343 R3 AE EvaluationReportSS.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: © ® ® lid E redik Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N8pyjLLxZu%2fWuLTUUvIYRcID06dbFX4tVg°/a3d%3d 3/3 GENERAL NOTES: 1. TKJ ENGINEERING, LLC. HAS NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC PLANS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. 2. THE ADVANCED SCREEN SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 7TH EDITION (2020) FLORIDA BUILDING CODE (FBC). THIS ADVANCED SCREEN SYSTEM SHALL NOT BE INSTALLED IN HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE COUNTY/BROWARD COUNTY). THE ADVANCED SCREEN ZIPPER SYSTEM INSTALLED IN WIND ZONE 4 (SEE FBC SECTION 1609.1.2.2), OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS. THE ADVANCED SCREEN ROPE SYSTEM INSTALLED IN ANY WIND ZONE SHALL MEET THE MINIMUM SEPARATION TO GLASS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE REFERENCED CODE, IN ACCORDANCE WITH ASCE 7-16, AND FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THE ADVANCED SCREEN SYSTEM WILL BE INSTALLED. THE ADVANCED SCREEN SYSTEM ADEQUACY FOR IMPACT, DEFLECTION, AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODE AND AS PER ASTM E330, E1886, & E1996 AT FENESTRATION TESTING LABORATORY, INC. PER THEIR REPORTS (SEE LIST OF REPORTS). 3. LIMITATIONS OF USE: A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES (SEE FBC SECTION 202). B. FOR DETERMINING INTERNAL PRESSURE IN THESE REFERENCED CODES, THE ZIPPER SYSTEM IS CLASSIFIED AS NON -POROUS, HAVING A POROSITY OF LESS THEN 10% AND THE ROPE SYSTEM IS CLASSIFIED AS POROUS, HAVING A POROSITY OF GREATER THAN 10% FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENTS. SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING CONDITIONS. • ESSENTIAL FACILITIES AS DEFINED IN ASCE 7-16 • WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC SECTION 1609.1.2.2 (FBC: LOCATIONS WITH ULTIMATE WIND SPEED GREATER THAN 170 MPH). ZIPPER SCREEN FABRIC SPECIFICATION: FIBER CONTENT: 100% POLYPROPYLENE FINISH: CALENDARED WEIGHT (ASTM D3776): 9.7 -OZ/SQUARE YARD THICKNESS (ASTM D5199): 21.0 MIL SELVAGE: HEAT CUT OR WOVEN TENSILE STRENGTH (GRAB METHOD, ASTM D4632): WARP - 500 lbs., BURST STRENGTH (ASTM D3786): 750 PSI TEAR STRENGTH (ASTM D4533): WARP - 200 lbs., WEFT - 250 lbs. ABRASION RESISTANCE (ASTM D4886): 95% STRENGTH RETAINED PUNCTURE STRENGTH (ASTM D4833): 200 lbs. AIR FLOW: 175 CFM UV RETENTION (ASTM D-G154): 70% OPEN AREA (COE-02215) 5% ROPE SCREEN FABRIC SPECIFICATION: LIST OF REPORTS: FENESTRATION TESTING LABORATORY, INC LABORATORY No. 7001 DATE: 2/5/2013 PROJECT No. 12-4031 WEFT - 550 lbs. FILE No. 12-374 TEST PROTOCOL: ASTM E330-02, E1886-05, & E1996-05 MAXIMUM WIDTH TESTED: 294" DESIGN PRESSURE TESTED: 60 PSF STRUCTURAL LOAD TESTED: 90 PSF MINIMUM WIDTH TESTED: 55.5" DESIGN PRESSURE TESTED: 140 PSF STRUCTURAL LOAD TESTED: 210 PSF ARCHITECTURAL TESTING FIBER CONTENT: 100% POLYPROPYLENE WEAVE: 3/3 BASKETWEAVE YARN SIZE (ASTM D1907): WARP - 925, FILL - 925 DENIER MONOFILL PP WEIGHT (ASTM D3776): 10.0 -OZ/SQUARE YARD THICKNESS (ASTM D5199): 24.0 MIL SELVAGE: HEAT CUT OR WOVEN TENSILE STRENGTH (ASTM D4632): WARP - 500 lbs., WEFT - 450 lbs. BURST STRENGTH (ASTM D3786): 985 PSI AIR FLOW: 300 CFM SHADE: 88% • THE ADVANCED SCREEN ZIPPER SYSTEM INSTALLED IN WIND ZONE 4 OR ESSENTIAL FACILITIES AND ADVANCED SCREEN SYSTEM ROPE EDGES., SYSTEM IN ANY WIND ZONE SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 3. ZIPPER SCREEN: 2" THERMO-SEALED POLYPROPYLENE REINFORCED EDGES C. INSTALLATION WITH INTERMEDIATE, END, AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF ROPE SCREEN: 4" THERMO-SEALED POLYPROPYLENE REINFORCED EDGES SHUTTER SYSTEM. D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN (ASD) DESIGN RATINGS AND SIZE LIMITS PROVIDED IN THIS PRODUCT EVALUATION. ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FLORIDA BUILDING CODE AND ASCE 7-16 SHALL BE REDUCED TO ASD BY MULTIPLYING BY 0.6 (SEE FBC SECTION 1609.1.2.4) E. IMPACT LEVEL D; 9-1/4 LB LARGE MISSILE IMPACT. F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL G. THIS PRODUCT CAN BE USED AS A WINDBORNE DEBRIS SHUTTER PRODUCT. H. INCREASE IN ALLOWABLE STRESS (1.33) HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE MINIMUM LOADS SHOWN ON THE TABLES ON SHEET 2. EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC PROJECT. SEE NOTE 4 OF PRODUCT EVALUATION NOTES. 5. ALL ALUMINUM EXTRUSION SHALL BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6). 6. WIND ABATEMENT MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE. 7. FOR DETERMINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES, THIS PRODUCT IS CLASSIFIED AS NON -POROUS, HAVING A POROSITY OF LESS THEN 10%, FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. 8. THE ROLL -UP SCREEN SHALL BE STORED IN THE UP POSITION OR SHALL BE STORED IN A DESIGNATED AND ACCESSIBLE AREA, DURING NORMAL WEATHER CONDITIONS. PRODUCT EVALUATION NOTES: 1. THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION, PURCHASE, AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. THE ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. ANCHOR & FASTENING NOTES: 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS, STUCCO, TILE, SIDING, ETC. SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. 3. THE ANCHOR SPACING AND DESIGN PRESSURES ARE VALID FOR EDGE DISTANCES AND MINIMUM EMBEDMENT ON SHEET 2. FOR EDGE DISTANCES LESS THAN SPECIFIED, THE SCREEN DESIGN PRESSURE SHALL BE REDUCED BY THE EDGE DISTANCE REDUCTION FACTORS SHOWN ON SHEET 2. THE EDGE DISTANCE SHALL NOT BE LESS THAN 1 1/2" IN CONCRETE OR CMU, 3/4" IN WOOD, OR MINIMUM SPECIFIED BY THE MANUFACTURER. THE MINIMUM EDGE DISTANCE FOR THE 1/4-14 DRIL-FLEX SCREW IS 1/2". 2" SCREEN STITCHING f 2 T 2 T 2 'I f� 4 STITCHING - DETAIL ZIPPER SCREEN RAIL EDGES -SCALE: 1:1 4„ I I I I SCREEN STITCHING 8„ 2" � 2" � 2��� � 4" STITCHING - DETAIL ROPE SCREEN RAIL EDGES - SCALE: 1:1 REPORT No. 97368.01 -401 -44 DATE: 5/05/2010 TEST PROTOCOL: ASTM E330-02, E1886-05, & E1996-05 MAXIMUM WIDTH TESTED: 296.5" DESIGN PRESSURE TESTED: 75 PSF STRUCTURAL LOAD TESTED: 112.5 PSF REPORT No. A0255.01 -401 -36 DATE: 5/07/2010 TEST PROTOCOL: ASTM E330-02 MAXIMUM WIDTH TESTED: 168" DESIGN PRESSURE TESTED: 75 PSF MINIMUM WIDTH TESTED: 36" DESIGN PRESSURE TESTED: 75 PSF w 0 C9 pro 2nm V Lu N U 2a�v� V N 4i jgcs n N � N V n is i 2�z ,moo x O � Q 2; M CD Li� J -62 co J J�N �w d o N Z m ♦u 50 u z C w oho m C W U a 0 n Q H ♦�\\\� ¢ o ♦`♦♦ R% o co cq - w ► i 'g 09�>� A ° $ pG`° i 0 98E9°ar", r��Q i 7 Hm o W cli p ♦♦` %\` w 0 Anchor Concrete & Filled CMU Hollow CMU (1800 PSI) Wood (S.G. =.55) Min. Edge Min Emb. Min. Edge Min Emb. Min. Edge Min Emb. 5/16" ULTRACON HFH 3 1/4" 2" 3 1/4" 1 1/4" 2" 1 112" LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM Tx = PARALLEL LOADS (PLF) SCREEN PRESSURE(PSF) SPAN 140 135 130 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 36" 449 441 429 416 404 391 383 370 357 343 330 316 307 293 278 264 249 234 218 202 186 169 146 42" 534 520 506 491 477 467 452 437 421 406 390 379 363 346 329 312 295 277 259 240 221 201 180 48" 616 600 583 567 556 539 522 504 487 469 456 438 419 400 381 361 341 321 299 278 256 233 209 54" 698 680 662 643 630 611 592 572 552 532 518 497 476 455 433 411 388 365 341 316 291 265 239 60" 781 761 740 720 705 684 662 640 618 596 580 557 533 509 485 460 435 409 382 355 327 298 268 66" 865 842 819 796 781 757 733 709 685 668 643 617 591 565 538 510 482 453 424 394 363 331 298 72" 948 924 899 874 856 831 805 778 751 733 705 677 649 620 590 560 530 498 466 433 399 364 328 78" 1032 1006 979 951 933 905 876 848 819 789 768 738 707 676 644 611 578 543 508 473 436 397 358 84" 1117 1088 1059 1030 1009 979 948 917 886 854 832 799 766 732 697 662 626 589 551 512 472 431 388 90" 1202 1171 1140 1108 1076 1054 1021 988 954 920 895 860 824 788 751 713 674 634 594 552 509 465 419 96" 1277 1254 1221 1187 1153 1129 1094 1058 1022 985 959 922 883 844 805 764 723 680 637 592 546 499 449 102" 1362 1338 1302 1266 1230 1204 1167 1129 1090 1051 1024 984 943 901 859 816 771 726 680 632 1 583 533 480 108" 1448 1422 1384 1346 1307 1280 1240 1200 1159 1118 1088 1046 1002 958 913 867 820 772 723 673 621 567 511 114" 1534 1506 1466 1426 1385 1343 1314 1271 1228 1184 1140 1108 1062 1016 968 919 870 819 767 713 658 602 543 120" 1620 1578 1549 1506 1463 1419 1388 1343 1298 1251 1204 1171 1123 1073 1023 972 919 866 811 754 696 636 574 126" 1707 1663 1632 1587 1541 1495 1463 1415 1367 1319 1269 1234 1183 1131 1078 1024 969 913 855 795 734 671 605 132" 1794 1748 1715 1668 1620 1572 1538 1488 1437 1386 1334 1297 1244 1189 1134 1077 1019 960 899 837 772 706 637 138" 1881 1833 1799 1749 1699 1648 1597 1561 1508 1454 1400 1344 1305 1248 1190 1130 1069 1007 944 878 811 741 669 144" 1969 1918 1867 1831 1779 1726 1672 1634 1579 1522 1465 1408 1366 1306 1246 1183 1120 1055 988 920 849 776 701 150" 2057 2004 1951 1913 1859 1803 1747 1707 1650 1591 1531 1471 1428 1365 1302 1237 1171 1103 1033 962 888 812 733 156" 2146 2091 2035 1996 1939 1881 1822 1781 1721 1660 1598 1535 1490 1425 1358 1291 1221 1151 1078 1004 927 847 765 162" 2235 2178 2119 2079 2019 1959 1898 1836 1793 1729 1664 1599 1532 1484 1415 1345 1273 1199 1123 1046 966 883 797 168" 2325 2265 2204 2143 2100 2038 1974 1910 1865 1798 1731 1663 1594 1544 1472 1399 1324 1247 1169 1088 1005 919 830 174" - 2352 2290 2226 2182 2117 2051 1984 1937 1868 1798 1728 1656 1604 1529 1453 1376 1296 1215 1131 1044 955 863 180" 2375 2309 2263 2196 2127 2058 2009 1938 1866 1792 1718 1642 1587 1508 1427 1345 1260 1174 1084 992 896 186" - 2393 2345 2275 2204 2133 2060 2008 1934 1857 1780 1701 1645 1563 1479 1394 1306 1216 1124 1028 929 192" 2405 2355 2282 2208 2132 2079 2002 1923 1843 1761 1703 1618 1532 1443 1353 1260 1164 1065 962 198" - 2360 2283 2205 2150 2070 1988 1906 1821 1761 1674 1584 1493 1399 1303 1204 1101 995 204" 2358 2278 2221 2139 2054 1969 1882 1793 1729 1637 1543 1446 1346 1244 1138 1028 210" - 2351 2267 2207 2121 2032 1943 1851 1785 1690 1593 1493 1390 1284 1175 1062 216" 2425 2338 2277 2187 2096 2003 1909 1841 1743 16431 1540 1434 1325 1212 1096 222" - 2409 2346 2254 2160 2065 1967 1868 1797 1693 1587 1478 1366 1250 1130 228" 2416 2321 2224 2126 2026 1924 1850 1744 1634 1522 1407 1287 1164 234" - 2388 2289 2188 2085 1980 1964 1794 1682 1567 1448 1325 1198 240" 2354 2250 2144 2036 1958 1845 1730 1611 1489 1363 1232 246" 2419 2312 2203 2092 1979 1897 1778 16561 1531 1401 1266 252" - 2374 2263 2149 2032 1948 1826 1701 1572 1439 1301 258" 2437 2322 2206 2086 2000 1875 1746 1614 1477 1336 264" - 2382 2262 2140 2015 1923 1792 1656 1516 1371 270" 2443 2320 2194 2066 1972 1837 1698 1555 1406 276" 2377 2248 2117 2021 1883 1740 1593 1441 282" 2435 2303 2168 2030 1929 1783 1632 1476 288" 2358 2220 2078 1975 1826 1671 1511 Ty=PERPENDICULAR LOADS (EITHERE ECTION) T=SCREEN TENSION OTx=PARALLEL LOADS LOADS ON EXISTING STRUCTURE ROLL -UP INSTALLATIONS LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM Tr = PERPENDICULAR LOADS (PLF) SCREEN PRESSURE(PSF) SPAN 140 135 130 125 120 115 110 105 100 95 90 85 1 80 75 70 65 60 55 50 45 40 35 30 36" 210 206 198 189 181 173 169 161 152 144 136 128 124 116 108 101 93 85 78 70 63 56 45 42" 250 240 230 220 210 206 196 187 177 167 158 153 144 135 126 117 108 99 90 81 73 64 56 48" 286 274 263 251 246 235 224 213 202 191 186 175 164 153 143 133 122 112 102 92 83 73 63 54" 321 308 295 282 277 264 251 239 226 214 208 196 184 172 160 149 137 126 114 103 92 82 71 60" 357 342 328 314 307 293 279 265 251 238 231 218 204 191 178 165 152 139 127 114 102 90 78 66" 393 377 361 345 338 322 307 292 276 269 254 239 225 210 195 181 167 153 139 126 112 99 86 72" 428 411 394 376 369 352 335 318 301 294 277 261 245 229 213 197 182 167 152 137 122 108 94 78" 465 446 427 408 400 381 363 345 327 309 301 283 265 248 231 214 197 180 164 148 132 116 101 84" 501 480 460 440 431 411 391 372 352 333 324 305 286 267 249 230 212 194 177 159 142 125 109 90" 537 515 494 472 450 441 420 398 378 357 347 327 306 286 266 247 227 208 189 171 152 134 116 96" 560 550 527 504 481 471 448 426 403 381 371 349 327 306 284 263 243 222 202 182 162 143 124 102" 596 586 561 536 512 501 477 453 1 429 405 395 371 348 325 302 280 258 236 214 193 172 152 132 108" 632 621 595 569 543 531 505 480 455 430 418 393 369 345 320 297 273 250 227 205 183 161 139 114" 669 657 629 601 574 546 534 507 481 454 428 416 390 364 339 313 289 264 240 216 193 170 147 120" 705 675 663 634 605 576 563 535 507 479 451 438 411 384 357 330 304 278 253 228 203 179 155 126" 742 710 697 667 636 606 593 562 533 503 474 461 432 403 375 347 320 293 266 239 213 188 163 132" 778 746 732 699 667 636 622 590 559 528 497 484 453 423 394 364 335 307 279 251 224 197 171 138" 815 781 767 733 699 666 633 618 585 553 521 489 475 443 412 381 351 321 292 263 234 206 179 144" 852 816 781 766 731 696 661 646 612 578 544 511 496 463 431 399 367 336 305 274 245 215 186 150" 889 852 815 799 762 726 690 674 639 603 568 533 518 483 449 416 383 350 318 286 255 225 194 156" 927 888 849 833 794 756 719 703 665 628 592 556 539 503 468 433 399 365 331 298 266 234 202 162" 964 924 883 866 827 787 748 709 692 654 616 578 541 524 487 451 415 379 344 310 276 243 210 168" 1002 960 918 876 859 818 777 737 719 679 639 600 562 544 506 468 431 394 358 322 287 252 219 174" - 996 952 909 891 849 806 764 746 705 664 623 583 565 525 486 447 409 371 334 298 262 227 180" - - 987 942 924 879 836 792 773 730 688 646 604 563 544 503 463 423 384 346 308 271 235 186" 976 956 911 865 820 775 756 712 668 625 582 563 521 479 438 398 358 319 281 243 192" - 962 942 895 848 802 782 736 691 646 602 582 539 496 453 411 370 330 290 251 198" 924 876 829 808 761 714 668 622 602 557 512 468 425 383 341 300 259 204" 905 855 834 785 737 689 642 596 574 529 483 439 395 352 309 268 210" 882 832 810 760 711 662 614 592 545 498 452 407 363 319 276 216" 909 857 835 783 733 682 633 611 562 514 466 419 374 328 284 222" - 883 860 807 754 703 652 601 578 529 480 432 385 338 293 228" 884 830 776 723 671 619 595 544 494 444 396 348 301 234" - 854 798 744 690 636 612 559 508 457 407 358 309 240" 820 764 709 654 629 575 522 469 418 367 318 246" 842 785 728 671 616 590 536 482 429 377 326 252" - 805 747 689 632 606 550 495 440 387 335 258" 826 766 707 648 621 564 507 452 397 344 264" - 785 725 665 606 578 520 463 407 352 270" 805 742 681 620 592 533 474 417 361 276" - 760 697 635 607 546 486 427 370 282" 778 714 650 588 559 497 437 378 288" - 730 665 602 572 509 447 387 z 0 0 Z W_ �_ V C!� C/> >_ ID C/> W d V Z Q J g=:k 0::f Q M NZ� W LiMo2 � o J N m oN Z Z ¢ H � z cu w F {Y C ono r _ m "Cn w a Z Y LJJ m z W � 8 0: 44 N CD 1.157" 0.508" ZIPPER SCREEN MINIMUM SEPARATION TO GLAZING (INCHES) REQUIRED FOR INSTALLATION IN WIND ZONE 4AND ESSENTIAL FACILITIES SCREEN PRESSURE(PSF) SPAN 140 135 130 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 36" 7.0 6.9 6.8 6.8 6.7 6.6 6.5 6.4 6.3 6.3 6.2 6.1 6.0 5.9 5.8 5.7 5.5 5.4 5.3 5.2 5.0 4.9 4.7 42" 7.8 7.8 7.7 7.6 7.5 7.4 7.3 7.2 7.1 7.0 6.9 6.8 6.7 6.6 6.4 6.3 6.2 6.0 5.9 5.7 5.6 5.4 5.2 48" 8.7 8.6 8.5 8.4 8.3 8.2 8.1 8.0 7.8 7.7 7.6 7.5 7.4 7.2 7.1 6.9 6.8 6.6 6.5 6.3 6.1 5.9 5.7 54" 9.5 9.4 9.3 9.2 9.1 8.9 8.8 8.7 8.6 8.4 8.3 8.2 8.0 7.9 7.7 7.6 7.4 7.2 7.0 6.9 6.6 6.4 6.2 60" 10.3 10.2 10.1 9.9 9.8 9.7 9.6 9.4 9.3 9.1 9.0 8.8 8.7 8.5 8.4 8.2 8.0 7.8 7.6 7.4 7.2 6.9 6.7 66" 11.1 11.0 10.8 10.7 10.6 10.4 10.3 10.1 10.0 9.8 9.7 9.5 9.3 9.2 9.0 8.8 8.6 8.4 8.2 7.9 7.7 7.4 7.1 72" 11.9 11.7 11.6 11.4 11.3 11.2 11.0 10.8 10.7 10.5 10.3 10.1 10.0 9.8 9.6 9.4 9.2 8.9 8.7 8.4 8.2 7.9 7.6 78" 12.6 12.5 12.3 12.2 12.0 11.8 11.7 11.5 11.3 11.2 11.0 10.8 10.6 10.4 10.2 9.9 9.7 9.5 9.2 8.9 8.7 8.3 8.0 84" 13.4 13.2 13.0 12.9 12.7 12.5 12.4 12.2 12.0 11.8 11.6 11.4 11.2 11.0 10.7 10.5 10.3 10.0 9.7 9.4 9.1 8.8 8.4 90" 14.1 13.9 13.8 13.6 13.4 13.2 13.0 12.8 12.6 12.4 12.2 12.0 11.8 11.6 11.3 11.1 10.8 10.5 10.2 9.9 9.6 9.3 8.9 96" 14.8 14.6 14.5 14.3 14.1 13.9 13.7 13.5 13.3 13.1 12.8 12.6 12.4 12.1 11.9 11.6 11.3 11.0 10.8 10.4 10.1 9.7 9.3 102" 15.5 15.3 15.1 14.9 14.7 14.5 14.3 14.1 13.9 13.7 13.4 13.2 13.0 12.7 12.4 12.2 11.9 11.6 11.2 10.9 10.5 10.1 9.7 108" 16.2 16.0 15.8 15.6 15.4 15.2 15.0 14.7 14.5 14.3 14.0 13.8 13.5 13.3 13.0 12.7 12.4 12A 11.7 11.4 11.0 10.6 10.1 114" 16.9 16.7 16.5 16.3 16.0 15.8 15.6 15.4 15.1 14.9 14.6 14.3 14.1 13.8 13.5 13.2 12.9 12.5 12.2 11.8 11.4 11.0 10.5 120" 17.5 17.3 17.1 16.9 16.7 16.4 16.2 16.0 15.7 15.5 15.2 14.9 14.6 14.3 14.0 13.7 13.4 13.0 12.7 12.3 11.9 11.4 10.9 126" 18.2 18.0 17.8 17.5 17.3 17.1 16.8 16.5 16.3 16.0 15.7 15.5 15.2 14.9 14.5 14.2 13.9 13.5 13.1 12.7 12.3 11.8 11.3 132" 18.8 18.6 18.4 18.1 17.9 17.7 17.4 17.1 16.9 16.6 16.3 16.0 15.7 15.4 15.1 14.7 14.3 14.0 13.6 13.2 12.7 12.2 1I 138" 19.5 19.3 19.0 18.8 18.5 18.2 18.0 17.7 17.4 17.1 16.8 16.5 16.2 15.9 15.5 15.2 14.8 14.4 14.0 13.6 13.1 12.6 12.0 144" 20.1 19.9 19.6 19.3 19.1 18.8 18.6 18.3 18.0 17.7 17.4 17.1 16.8 16.4 16.0 15.7 15.3 14.9 14.5 14.0 13.5 13.0 12.4 150" 20.7 20.5 20.2 20.0 19.7 19.4 19.1 18.8 18.5 18.2 17.9 17.6 17.3 16.9 16.5 16.1 15.8 15.3 14.9 14.4 13.9 13.4 12.8 156" 21.3 21.1 20.8 20.5 20.2 20.0 19.7 19.4 19.1 18.8 18.4 18.1 17.7 17.4 17.0 16.6 16.2 15.8 15.3 14.8 14.3 13.8 13.2 162" 21.9 21.7 21.4 21.1 20.8 20.5 20.2 19.9 19.6 19.3 18.9 18.6 18.2 17.9 17.5 17.1 16.7 16.2 15.7 15.3 14.7 14.1 13.5 168" 22.5 22.2 22.0 21.7 21.4 21.1 20.8 20.5 20.1 19.8 19.5 19.1 18.7 18.4 18.0 17.5 17.1 16.6 16.2 15.6 15.1 14.5 13.9 174" - 22.8 22.5 22.2 21.9 21.6 21.3 21.0 20.7 20.3 20.0 19.6 19.2 18.8 18.4 18.0 17.5 17.1 16.6 16.0 15.5 14.9 14.2 180" 23.1 22.8 22.5 22.2 21.8 21.5 21.2 20.8 20.5 20.1 19.7 19.3 18.9 18.4 18.0 17.5 17.0 16.4 15.9 15.2 14.6 186" - 23.3 23.0 22.7 22.4 22.0 21.7 21.3 21.0 20.5 20.2 19.7 19.3 18.9 18.4 17.9 17.4 16.8 16.2 15.6 14.9 192" 23.5 23.2 22.9 22.5 22.2 21.8 21.4 21.0 20.6 20.2 19.8 19.3 18.8 18.3 17.8 17.2 16.6 15.9 15.2 198" - - 23.4 23.1 22.7 22.3 21.9 21.5 21.1 20.6 20.2 19.7 19.3 18.7 18.2 17.6 17.0 16.3 15.5 204" 23.5 23.2 22.8 22.4 22.0 21.5 21.1 20.6 20.2 19.7 19.1 18.6 17.9 17.3 16.6 15.9 210" - 23.7 23.2 22.8 22.4 22.0 21.5 21.1 20.6 20.1 19.5 19.0 18.3 17.7 17.0 16.2 216" 24.1 23.7 23.3 22.9 22.4 22.0 21.5 21.0 20.4 19.9 19.3 18.7 18.0 17.3 16.5 222" - 24.2 23.8 23.3 22.9 22.4 21.9 21.4 20.9 20.3 19.7 19.1 18.4 17.7 16.8 228" 24.2 23.8 23.3 22.8 22.3 21.8 21.2 20.6 20.1 19.4 18.7 18.0 17.1 234" 24.2 23.7 23.2 22.7 22.2 21.6 21.0 20.4 19.7 19.0 18.3 17.5 240" - 24.1 23.6 23.1 22.6 22.0 21.4 20.8 20.1 19.4 18.6 17.7 246" 24.5 24.0 23.5 22.9 22.4 21.8 21.1 20.4 19.7 18.9 18.1 252" - 24.5 23.9 23.4 22.7 22.1 21.5 20.8 20.1 19.2 18.3 258" 24.9 24.3 23.7 23.1 22.5 21.8 21.1 20.4 19.6 18.7 264" - 24.7 24.1 23.5 22.9 22.2 21.5 20.7 19.8 19.0 270" 1 25.1 124.5 23.9 23.2 22.5 21.8 21.0 20.2 19.2 276" 24.9 24.2 23.6 22.8 22.1 21.3 20.4 19.5 282" 1 125.2 124.6 23.9 23.2 22.5 21.7 20.8 19.8 288" 24.9 24.2 23.5 22.8 21.9 21.1 20.1 3.250" 3 1/4" ZIPPER SIDE RAIL TRACK 6063-T6 ALUMINUM -SCALE: 1:1 0.125" 0.313" 0.531 " 0.313" t ROPE SCREEN MINIMUM SEPARATION TO GLAZING (INCHES) REQUIRED FOR INSTALLATION IN ALL WIND ZONE SCREEN PRESSURE(PSF) SPAN 75 70 65 60 55 50 45 40 35 30 36" 9.0 8.8 8.6 8.4 8.2 8.0 7.7 7.5 7.2 7.0 42" 10.1 9.9 9.7 9.5 9.2 9.0 8.7 8.4 8.1 7.8 48" 11.3 11.0 10.8 10.5 10.3 10.0 9.7 9.3 9.0 8.6 54" 12.4 12.1 11.9 11.6 11.3 10.9 10.6 10.2 9.9 9.4 60" 13.5 13.3 12.9 12.6 12.3 11.9 11.5 11.1 10.7 10.2 66" 14.7 14.3 14.0 13.7 13.3 12.9 12.5 12.0 11.6 11.1 72" 15.8 1 15.4 15.0 14.7 1 14.3 1 13.8 13.4 1 12.9 12.4 11.8 78" 16.9 16.5 16.1 15.7 15.2 14.8 14.3 13.8 13.3 12.6 84" 18.0 17.6 17.1 16.7 16.2 15.7 15.2 14.7 14.1 13.4 90" 19.1 18.6 18.2 17.7 17.2 16.7 16.1 15.6 14.9 14.2 96" 20.2 19.7 19.2 18.7 18.2 17.6 17.0 16.4 15.7 15.0 102" 21.3 20.8 20.3 19.7 19.2 18.6 17.9 17.3 16.6 15.8 108" 22.3 21.8 21.3 20.7 20.1 19.5 18.8 18.1 17.4 16.6 114" 23.4 22.9 22.3 21.7 21.1 20.4 19.7 19.0 18.2 17.3 120" 24.5 23.9 23.3 22.7 22.0 21.4 20.6 19.9 19.0 18.1 126" 25.6 25.0 24.3 23.7 23.0 22.3 21.5 20.7 19.8 18.9 132" 26.6 26.0 25.4 24.7 24.0 23.2 22.4 21.6 20.7 19.7 138" 27.7 27.1 26.4 25.7 24.9 24.1 23.3 22.4 21.5 20.5 144" 28.8 28.1 27.4 26.7 25.9 25.1 24.2 23.3 22.3 21.2 150" 29.9 29.2 28.4 27.7 26.8 26.0 25.1 24.1 23.1 22.0 156" 31.0 30.2 29.5 28.7 27.8 26.9 26.0 25.0 23.9 22.8 162" 32.1 31.3 30.5 29.7 28.8 27.9 26.9 25.9 24.8 23.5 168" 33.1 32.3 31.5 30.7 29.8 28.8 27.8 26.7 25.6 24.3 174" 34.2 33.4 32.6 31.7 30.7 29.8 28.7 27.6 26.4 25.1 180" 35.3 34.5 33.6 32.7 31.7 30.7 29.6 28.5 27.3 25.9 186" 36.4 35.5 34.6 33.7 32.7 31.7 30.6 29.4 28.1 26.7 192" 37.5 36.6 35.7 34.7 33.7 32.6 31.5 30.2 28.9 27.5 198" 38.7 37.7 36.7 35.7 34.7 33.6 32.4 31.1 29.8 28.3 204" 39.8 138.8 37.8 36.8 35.7 34.5 33.3 32.0 30.6 29.1 210" 40.9 39.9 38.9 37.8 36.7 35.5 34.3 32.9 31.5 29.9 216" 42.0 41.0 40.0 38.9 37.7 36.5 35.2 33.8 32.3 30.7 222" 43.2 42.1 41.0 39.9 38.7 37.5 36.1 34.7 33.2 31.5 228" 44.3 43.2 42.1 41.0 39.7 38.5 37.1 35.6 34.1 32.3 234" 45.5 44.4 43.2 42.0 40.8 39.4 38.0 36.6 35.0 33.2 240" 46.7 45.5 44.3 43.1 41.8 40.4 39.0 37.5 35.8 34.0 246" 47.8 46.7 45.5 44.2 42.9 41.5 40.0 38.4 36.7 34.8 252" 49.0 47.9 46.6 45.3 44.0 42.5 41.0 39.4 37.6 35.7 258" 50.2 49.0 47.7 46.4 45.0 43.5 42.0 40.3 38.5 36.6 264" 51.5 50.2 48.9 47.6 46.1 44.6 43.0 41.3 39.5 37.5 270" 52.7 51.4 50.1 48.7 47.2 45.7 44.0 42.3 40.4 38.4 276" 54.0 52.7 51.3 49.8 48.3 46.7 45.1 43.3 41.4 39.2 282" 55.3 53.9 52.5 51.0 49.5 47.8 46.1 44.3 42.3 40.2 288" 56.5 55.2 53.7 52.2 50.6 49.0 47.2 45.3 43.3 41.1 3.250" 0.964" 1.044" 0.750" 0320" 0.246" .320" 0.0.188" 0.125" 0.106" 0.313" 0.107" 0.668" 1 .157" 0.085" 0.094" 0.188" 0.531 " 0.107" 0.313" 0.217" 0.126" 0�31/4" ROPE SIDE RAIL TRACK 6063-T6 ALUMINUM -SCALE: 1:1 N Z O w Q a M Z M is N U�M W w N Z 2Q�v¢i Uwe= cz zo¢ w rn W � N z"z 'moo O � Z W_ LjLj U t/� C/), r 111=111 CL" W cl- U Z J Q J Q �� M LiZ J N R C) of J ®w [I-O z� �wz L�J C �C50 C/� N z /u {y > KY� m •cn H W zao � o U O 1 nmw Q - 'A � u. V ow i�in.. C �=Uo �.. Q c i Z oxF9 'Qsm N �c �'Ij °• `now ��°•�\ M � j 288" MAX. SPAN WIDTH -� ROLL -UP SCREEN SINGLE UNIT - ELEVATION TYPICAL SINGLE SPAN INSTALLATION - N.T.S. HOOD BACK ROLL FROM .040" ALUM. 1/8" ANGLE ATTACHED AT 18" O.C. MAX. #10x3/4" TEKS (TYP) STANDARD OR ADJUSTABLE PIVOT BEARING PLATE OR IDLER SUPPORT CAST SIDE PLATE (TYP) ?1" SCREEN GUSSET (TYP) ER SCREEN ONLY) (2" LAP AT EDGE AND BOTTOM) ,F- 1/8" ALUM. RIVETS (TYP) R' T M5x7 1R., GEAR PLATE OR MOTOR BRACKET DRIVE CAP 70MM GEAR OR TUBULAR SIDE RAIL (TYP) HOOD FRONT MOTOR AFROM END CAP COMPONENTS - ASSEMBLY ROLL -UP SCREEN MULTIPLE UNIT - ELEVATION (2„ LAP AT EDGE AND BOTTOM) ROLL -UP SCREEN INSTALLATION - SCALE: N.T.S MULLION, BUILD -IN LF-TAP P I � TING BRA( ALUMINUM BOX COVER ROLL -UP SCREEN INSTALLATION - SCALE: N.T.S UP TO 100 LBS SCREEN WEIGHT WITH o (3) 5/16" TAPCON OR (3) 1/4-14 SMS a� UP TO 200 LBS SCREEN WEIGHT WITH (4) 5/16" TAPCON OR (4) 1/4-14 SMS a UP TO 350 LBS SCREEN WEIGHT WITH: (4) 5/16" TAPCON OR a(6) 1/4-14 SMS MOUNTING BRACKET ROLL -UP SCREEN - SCALE: N.T.S MULLION, BUILD -IN 11LD-OUT 5/16" TAPCON (TYP) MOUNTING BRACKET (TYP) ROLL -UP HOOD (TYP) MOUNTING BRACKET - DETAILS ROLL -UP SCREEN INSTALLATION - SCALE: N.T.S EXISTING STRUCTURE (CONCRETE, FILLED CMU, HOLLOW CMU, TIMBER) . c . 0, z Q sn- Lu W W U tl� cn >_ Q V" W CL. tU =? Z J 0 Q M u �ZN 00 o� J N M�`° � K � Q w w N ch w cam z �c:5O (U Z -z¢ w w H C �oiw S� Q 1 it ly '7 o 0 4k , ev,_ 11 I *j11���`.� 0 APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION - N.T.S. CD z w <L 0 _J G9��I4att�rr OPTIONAL WEIGHT L2x7x1/4 AS NEEDED ATTACHED WITH 5/16-18 THRU-BOLTS ® 24" O.C. y1�7�:711� SCREEN WEIGHT BAR USE 1"x3/4" OR 5/8"x3/4" STEEL BARS AS NEEDED 5/16" TAPCON 12" O.C. (TYP) 1/8" SILL ANGLE ATYPICAL DIRECT MOUNT ROLL -UP SCREEN AT WALL - SCALE: N.T.S. EXISTING STRUCTURE (TYP) (CONCRETE, FILLED CIVIL, HOLLOW CMU, TIMBER) 5/16" TAPCON (TYP)(SEE FASTENER TABLES ON SHEET 6 FOR ZIPPER SCREEN OR SHEET 7 FOR ROPE SCREEN) 5/8" 0 ACCESS HOLE (TYP) a ed ad d e d° d° ° a a d ° d d ' DIRECT MOUNT - SECTION ROLL -UP SCREEN AT WALL - SCALE: N.T.S. SIDE RAIL SCREEN WEIGHT BAR USE 1"x3/4" OR 5/8"x3/4" STEEL BARS AS NEEDED IU//ill NOTE: MUWONS FOR MULTIPLE UNR - INSrEW NS SHALL d d ° HAVE APPRPROVAL FOR e - d d HU R S=M dp d d a° da d ° d ° 1/4-14 DRIL-FLEX (TYP) (SEE FASTENER TABLES ON T e R SHEET 6 FOR ZIPPER SCREEN SPACING O— SHEET 7 FOR ROPE SCREEN SPACING) ATYPICAL DIRECT MOUNT ROLL -UP SCREEN AT FLOOR - SCALE: N.T.S. MULLION MOUNT - SECTION ROLL -UP SCREEN AT MULLIONS - SCALE: N.T.S. <n z 0 V) ckf Lu W L ■Li tU vn t!> W U Z J 0 Q M � Li R AZ� Z J JMN w d a) N ch C WZ 2z w ¢ N `n z Z w C o 0 O m •� �w� Z Y C W Z�� � 0 � �nkl � N o OL6N Z Ln W t0 ♦1 9� U Ck � V Q ' ZH '.'11111 �i pO♦♦i_ i �.s� V) 0 sn- 0 c ZIPPER SCREEN DIRECT MOUNT O N rn pro M N U�M UJ N N 2 42" 140 140 107 140 �v�s as V z . uiNQ �q�qo3 1 W N 3 WAN 2� >�x O 84° 140 120 47 84 Q Z 120" 97 79 32 54 W 126" 91 75 29 52 _ �_ 132" 86 72 28 47 U%) Q V� 150" 74 63 24 42 W � 162" 69 57 22 38 U Z J Q �z0 216" 49 39 16 25 Li �ZN OO J N ' o 0 J®w a CID 1= N z COI WWI z Y C ¢ ~ LJJ 276" 35 30 11 18 a o ► n z IV :I e i Z oxo 0 to CONC. & CONC. & HOLLOW TIMBER SCREEN FILLED CMU FILLED CMU CMU SPANS (3500 PSI) (2500 PSI) (1800 PSI) (S.G. _ .55) UP TO PRESSURE PRESSURE PRESSURE PRESSURE (PSF) (PSF) (PSF) (PSF) 66" 140 140 62 114 Z4 zhN�N z 78" 140 133 51 92 72" 140 140 57 101 138" 83 68 27 46 144" 80 64 25 42 174" 64 53 20 33 180" 59 49 20 33 192" 55 46 18 29 198" 54 43 17 29 204" 52 43 17 28 210" 49 41 17 26 222" 47 39 15 25 228" 44 38 14 25 234" 44 36 13 23 240" 43 34 13 22 252" 39 33 13 21 264" 38 30 13 20 270" 37 30 12 19 282" 35 29 11 17 288" 35 28 10 17 288" 56 45 17 30 288" 17 32 26 51 ZIPPER SCREEN DIRECT MOUNT MAXIMUM DESIGN PRESSURE OF ASIDE RAIL SCREEN MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN FOR ANY LENGTH ATTACHED WITH FOR ANY LENGTH ATTACHED WITH 5t16" ELCO ULTRACON HFH @ 6" O.C. 5116"-24 ELCO DRIL-FLEX HWH TO ALUMINUM OR STEEL SCREEN � 6" O.C. @ 6" O.C. @ 4" O.C. @ 4" O.C. SPANS 1/8 AUST 1/4" AUST 1/8" AUST 1l4" RUST UP TO PRESSURE PRESSURE PRESSURE PRESSURE (PSF) (PSF) (PSF) (PSF) 36° 140 140 128 140 36" 140 140 140 140 42" 140 140 140 140 48" 140 140 90 140 48" 124 140 140 140 54" 140 140 79 140 54" 108 140 140 140 60" 140 140 71 126 60" 96 140 140 140 66" 87 140 135 140 72" 78 140 123 140 78" 73 140 114 140 84" 67 140 103 140 90" 135 113 44 78 90" 62 140 96 140 96" 127 104 42 72 96" 57 134 90 140 102" 117 96 37 67 102" 53 126 84 140 108" 109 90 36 62 108" 51 117 79 140 114" 1D3 85 33 57 114" 47 109 73 140 120" 45 103 69 140 126" 42 97 67 140 132" 40 92 62 140 138" 37 88 59 140 144" 37 85 57 133 150" 34 80 53 127 156" 71 58 24 38 156" 33 76 52 122 162" 32 74 49 117 168" 65 53 20 35 168" 30 69 47 112 174" 29 68 46 106 180" 29 64 43 103 186" 59 48 19 31 186" 27 63 43 100 192" 25 59 41 95 198" 24 59 38 92 204" 25 55 38 89 210" 24 54 37 86 216" 23 53 35 83 222" 21 50 34 81 228" 21 49 34 78 234" 21 48 33 76 240" 21 45 31 72 246" 41 34 13 21 246" 20 44 30 72 252" 19 44 30 69 258" 39 32 13 21 258" 18 42 30 67 264" 17 40 29 67 27D" 17 40 27 63 276" 17 40 26 62 282" 17 38 25 62 288" 17 36 26 59 ROPE SCREEN DIRECT MOUNT MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN FOR ANY LENGTH ATTACHED WITH 5/16" ELCO ULTRACON HFH @ 6" O.C. SCREEN SPANS UP TO CONC. 8 FILLED CMU (3500 PSI) CONC. & FILLED CMU (2500 PSI) HOLLOW CMU (1800 PSI) TIMBER (S.G. _ .55) PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) 90" 75 75 49 75 96" 75 75 46 75 102" 75 75 43 75 108" 75 75 41 74 114" 75 75 38 70 120" 75 75 36 66 126" 75 75 35 62 132" 75 75 32 59 138" 75 75 31 56 144" 75 75 29 53 150" 75 72 29 51 156" 75 68 27 48 162" 75 66 26 47 168" 75 64 25 45 174" 74 61 24 43 180" 72 60 23 41 186" 68 57 22 40 192" 67 55 22 38 198" 64 53 21 37 204" 63 51 20 36 210" 61 50 20 35 216" 59 49 19 34 222" 58 47 19 33 228" 56 46 18 32 234" 54 45 18 32 240" 52 44 18 31 246" 52 42 17 30 252" 51 41 17 29 258" 49 40 16 28 264" 48 39 16 27 270" 47 39 15 27 276" 46 38 15 26 282" 45 37 15 26 288" 44 36 14 25 ROPE SCREEN DIRECT MOUNT MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN FOR ANY LENGTH ATTACHED WITH 5/16" ELCO ULTRACON HFH @ 4" O.C. SCREEN SPANS UP TO CONIC. FILLED CMU (3500 PSI) CONC.& FILLED CMU (2500 PSI) HOLLOW CMU (1800 PSI) TIMBER (S.G. =.55) PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) 90" 75 75 75 75 96" 75 75 73 75 102" 75 75 68 75 108" 75 75 63 75 114" 75 75 60 75 120" 75 75 57 75 126" 75 75 54 75 132" 75 75 51 75 138" 75 75 48 75 144" 75 75 47 75 150" 75 75 44 75 156" 75 75 43 75 162" 75 75 41 75 168" 75 75 40 72 174" 75 75 38 69 180" 75 75 37 67 186" 75 75 36 64 192" 75 75 34 62 198" 75 75 33 60 204" 75 75 32 58 210" 75 75 31 57 216" 75 75 30 54 222" 75 74 29 53 228" 75 72 234" 75 71 240" 75 69 246" 75 67 M2546 252" 75 65 258" 75 64 264" 75 63 270" 74 61 24 44 276" 72 60 23 42 282" 71 59 23 42 288" 69 57 22 41 ROPE SCREEN DIRECT MOUNT MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN FOR ANY LENGTH ATTACHED WITH 1l4"-14 ELCO DRIL-FLEX HWH TO ALUMINUM OR STEEL SCREEN SPANS UP TO C° 6" O.C. 1/8 AUST @ 6" O.C. 1/4"AUST @ 4" O.C. 1/8"AUST @ 4" O.C. 1/4" ALlST PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) 90" 65 75 75 75 96" 61 75 75 75 102" 58 75 75 75 108" 54 75 75 75 114" 51 75 75 75 120" 48 75 75 75 126" 46 75 71 75 132" 44 75 67 75 138" 42 75 65 75 144" 40 75 63 75 150" 38 75 59 75 156" 37 75 57 75 162" 36 75 55 75 168" 34 73 53 75 174" 33 71 51 75 180" 32 67 49 75 186" 30 66 47 75 192" 29 63 46 75 198" 29 61 44 75 204" 28 59 43 75 210" 27 57 42 75 216" 26 56 41 75 222" 25 54 39 75 228" 25 52 38 75 234" 24 51 37 75 240" 24 50 37 75 246" 23 49 36 75 252" 22 47 35 75 258" 22 46 34 73 264" 21 45 33 71 270" 21 44 32 70 276" 20 43 32 68 282" 20 42 31 67 288" 19 41 30 66 ROPE SCREEN DIRECT MOUNT MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN FOR ANY LENGTH ATTACHED WITH 5/16"-24 ELCO DRIL-FLEX HWH TO ALUMINUM OR STEEL SCREEN SPANS UP TO @ 6" O.C. 1/8 AUST @ 6" O.C. 1/4"AUST @ 4" O.C. 1/8" AUST @ 4" O.C. 1/4" AUST PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) PRESSURE (PSF) 90" 67 75 75 75 96" 62 75 75 75 102" 58 75 75 75 108" 55 75 75 75 114" 52 75 75 75 120" 50 75 75 75 126" 47 75 73 75 132" 44 75 69 75 138" 43 75 66 75 144" 40 75 63 75 150" 39 75 60 75 156" 37 75 58 75 162" 36 75 55 75 168" 34 75 54 75 174" 33 75 51 75 180" 32 75 50 75 186" 31 73 48 75 192" 30 70 46 75 198" 29 69 45 75 204" 29 66 44 75 210" 27 64 42 75 216" 26 63 41 75 222" 25 61 40 75 228" 25 59 39 75 234" 24 58 38 75 240" 24 56 37 75 246" 24 55 36 75 252" 23 53 35 75 258" 22 52 35 75 264" 22 51 34 75 270" 21 50 33 75 276" 21 49 32 75 282" 20 48 32 75 288" 20 47 31 73 Z O >N W w a M � O O O ad M N ce M N U Z N Czo zg� W N N U M LJ c � z op �x Z W_ LjLj �� r Q C%3 W � U Z J 0/ Q ��,z- oo u Mo� o J -j a o w w C ZwZ ¢ z z �� �c�o cUn z Y .� wwa Z Y Lu w o � o ¢MF O \ O 2 e °� OLL pNv� r: uy N R—�go "I �= :z 10 _ O 'e t> 0 a O � z v4y so j 11 �j1``e�\\\ 0 Engineering, LLC. 11835 Autumn Creek Dr. Riverview, FL 33569 Phone: 813-404-7649 Fax: 813-677-0936 PRODUCT EVALUATION REPORT 1. Report No: FL 16343 (20-0803) 2. Date: October 5, 2020 3. Product Category: Shutters 4. Product Sub -Category: None 5. Other Sub -Category: 6. Product Name: 7. Evaluation by: 8. Manufacturer: 9. Product Description: None Products Introduced as a Result of New Technology Trevor Johnson, P.E. 11835 Autumn Creek Dr. Riverview, FL 33569 813-404-7649 Advanced Hurricane Technology 6063 Janes Lane Naples, FL 34109 239-260-0020 The Advanced Screen roll -up shutter is for impact protection of openings. These roll -up screen systems can be used for new installations or for replacement of existing shutters. 10. Statement of Compliance: This product evaluation report is to Advanced Hurricane Technology in accordance with the Department of Business and Professional Regulations (Florida Building Commission) Rule Chapter 61G20-3.005 Method 1D. The product covered by this report has been verified to be in compliance with the 7t' Edition (2020) Florida Building Code and meets the impact and wind resistance requirements of Section 1609.1.2. CENsF Oy'�� N 6� , 5624 = : ©or Jet raiRT.E; . �z F Product Evaluation Report Page 2 of 4 Advanced Screen Roll -up System Report No.: 20-0803 11. Evidence Submitted: 11.1. Testing Reports: Fenestration Testing Laboratory, Inc. Lab No.: 7001 Date: 2/5/2013 File No.: 13-374 Project No. 12-4031 Tested for large missile impact, cycle loading and uniform static load in accordance with ASTM E330, El886-05, and E1996-05 Maximum Width Tested 294" Design Pressure Test 60 PSF Structural Load Test 90 PSf Configurations Tested Direct Mounts Minimum Tested Width 55.5" Design Pressure Test 140 PSF Structural Load Test 210 PSf Configurations Tested Direct Mounts Architectural Testing Report No. 97368.01-401-44 Date: 5/5/2010 Tested for large missile impact, cycle loading and uniform static load in accordance with ASTM E330, E1886-05, and E1996-05 Maximum Width Tested 296.5" Design Pressure Test 75 PSF Structural Load Test 112.5 PSf Configurations Tested Direct Mounts Report No. A0255.01-401-36 Date: 5/7/2010 Tested for uniform static load in accordance with ASTM E330-02 Maximum Width Tested 168" NN 4l, S, ,n Pressure Test 75 PSF in Tested Width 36" `��Q` .•��c s�egl n�Iessure Test 75 PSF L 656_ 24 * :/O- 5 -210 - 9°�evor Product Evaluation Report Page 3 of 4 Advanced Screen Roll -up System Report No.: 20-0803 11.2. Product Evaluation Document: Approval Document titled "Advanced Screen Roll -Up System", prepared by TKJ Engineering, LLC, dated 10/5/20, Sheet 1 of 7 through Sheet 7 of 7, Signed and Sealed by Trevor Johnson, P.E. These Drawings are an integral part of this Evaluation Report. 11.3. Structural Engineering Calculations: The Advanced Screen Roll -Up System for maximum screen span vs. design wind loads for multiple screen sizes, lengths, and connections. The design wind loads and screen spans are based on rational and comparative analysis, and in accordance with Chapters 16 and 20 of the Florida Building Code. Calculations prepared by TKJ Engineering, LLC, dated 10/5/20, Signed and Sealed by Trevor Johnson, P.E. 12. Missile Impact Resistance: The Advanced Screen Roll -Up System has been verified to withstand large missile impact under Section 1609.1.2, as per and ASTM E1886 & E1996 13. Wind Load Resistance: The Advanced Screen System design wind loads shall be determined as per Section 1609 of the Florida Building Code, in accordance with ASCE 7-16, and for a basic wind speed as required by the jurisdiction where the screen system will be installed. The maximum screen span and wind pressure shall be as indicated on sheets 6 through 7 of Approval Document titled "Advanced Screen Roll -Up System". 14. Instillation and Specifications: Installation shall be in strict accordance with the General Notes, components, and details of the Approval Document titled "Advanced Screen Roll -Up System, prepared by TKJ Engineering, LW %tlM1d6q;,5/20, Sheet 1 of 7 through Sheet 7 of 7, Signed and Sealed by Trevor Johnson, 10 ", OiJ� - � 624 ST TE OF �oTreor �ohne '��� 10NA1. `���. Product Evaluation Report Advanced Screen Roll -up System Report No.: 20-0803 15. Limitation and Condition of Use: Page 4 of 4 15.1. This product shall not be installed in the "High Velocity Hurricane Zone" as defined in the Section 1620 of the Florida Building Code. 15.2. This product shall be manufactured and installed strictly in accordance with Approval Document titled "Advanced Screen Roll -Up System", prepared by TKJ Engineering, LLC., dated 10/5/20, Sheet 1 of 7 through Sheet 7 of 7, Signed and Sealed by Trevor Johnson, P.E. 15.3. This product and shutters shall be installed in accordance with Means of Egress requirements of Section 1010.1.4.6 of the Florida Building Code. 15.4. Multiple Roll -up Screen System unit installations require an approved mullion for this type of shutter system. �J S �. �CENSF 0y sus r- No 65624 _ f1lSu/27''Lp id- 5 -ZO °� � euor6MRssson,QP..F 4 0 NA L ``� 0`\