Loading...
HomeMy WebLinkAboutProduct Approval g x as 't t t ..! �t pn Nir �R �i ' BCIS Home Login j User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search d db fi't :': Product Approval r l� c., USER:Public User P Product Approval Menu>Product or Annlication Search>Application List>Application Detail FL#� FL11291-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived r] rm%py FIL" Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 =REC.ETVF0-- brist@getsmartcompanies.com(239)938-1009 tsmartcompanies.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 Jeffrey C.Friant,RE. the Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Trevor Johnson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R8 COI Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 ASTM E330 2010 I j ASTM G154 2016 ASTM G155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R8 Eauiv EDuivalent Product Standard Certificate Ddf Sections from the Code RECEIVED JUL 0 7 2020 Product Approval Method Method 1 Option D ST. Lucie County, Permitting Date Submitted 10/16/2019 MMM 0 PY Date Validated 10/18/2019 Date PendingFBC Approval PP 10/21/2019 1 LEE L; Date Approved 12/10/2019 SummarV of Products FL# Model,Number or Name Description 11291.1 Storm Catcher Wind Abatement HVHZ&Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11291 RB II Dwa.odf Approved for use outside HVHZ:Yes Verified By:Jeffrey C.Friant,P.E.PE0060974 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for additional FL11291 RB AE Evaluation Renort Ddf limitations. FL11291 RB AE Fire Testing and UV Eval Ddf Created by Independent Third Party:Yes 0 0 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 4S5,F S.,please click_here. Product Approval Accepts: M W1 FG�R ettcsl M Credit Card Safe I OPLkTO 12 11 10 9 8 7 6 5 4 3_ 2 1 JEfFRkP C�.F. STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTESI. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH H THE FLORIDA BUILDING CODE SIXTH EDITION(20171 AND 2015 INTERNATIONAL BUILDING F�' 170 U SE I N S.ID-EA_ND_C-UTSLDD-EZHF-I_LG_H V- LQCLT_Y-HU RRJ CAN>-ZONE CODE.FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM E330,E1996,El BB6,AND M-D TAS 201,202,203 TESTING STANDARDS. 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF APRODUCT'APPROVAL EVALUATION 0 r �RIGn++sP.E.sEeL AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED - ®, Yc FOR THE SAME PRODUCT APPROVAL. y5T e1• :<y STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. N033-I/3a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DE5IGN.OFTHIS SYSTEM.WIND LOAD DURATION FACTOR CO=1.6 HAS BEEN USED FOR WOOD ANCHOR STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN DESIGN, i S VLT-VISUAL LIGITTRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 4. POSITIVE AN NEGATIVE DESIGN PRESSURES CALCULATED FOR THE WITH THIS SYSTEM G �77 L�L L,T�)GUV T CORDANCE WITH THE 'D� SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.18 0.D9 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUALTO THE � d VLR-VISUAL LIGHT REFLECTANCE 0.07 D.53 0.26 0.44 0.22 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY'VALUES LISTED HEREIN FOR ANY SSR-SOLARSPECTRUM REFLECTANCE 0.04 0.46 0.19 0.42 D.17 'ASSEMBLY AS SHOWN. °s SHGC-SOLAR HEAT GAIN COEFFICIENT 0.17 02S o.17 0.17 0.14 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED:PRESSURES DIVIDED SHGCREGUCLON 78%. 67% 78% 73% 82% BY A 1.5 SAFETY FACTOR. SHGC PROPERTIES TESTED TO:NFRC 201-2010 USING INTERIM STANDARD TEST METHOD WITH CAL.ORIMETRY 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A I1OT BOX METHODS AND UTII(ZING CLEAR,INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE.CONOITIONS a OPTICAL PROPERTIES TESTED TO: DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE :6=a SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. F. ASTM E 972/ASTM E 1084/ASHRAE 74 /NFRC 202 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN 10 0. - F TESTING BY:ARCHITECTURAL TESTING.INC.,FRESNO,CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,SCREEN WHAT IS SHGC? PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE 1 IS THE MAXIMUM AMOUNT OF SOLAR HEAT 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THEEXISTING STRUCTURETOWITHSTAND Z GAIN THAT CAN COME THROUGH A WINDOW AND 0 IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT SUPERIMPOSED LOADS. - x 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: WHAT IS VLT? 9.1 SLIDE TRACK AND STRAP/BUCKLE:1-16FT SPAN=13OPSF DESIGN PRESSURE AND W -F >16-26FT MAX.SPAN=60PSF DESIGN PRESSURE E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 9.2 ROLL DOWN TRACKS:1-16FTSPAN=130PSF DESIGN PRESSURE AND>16.3OFTMAX. E. AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=60PSF DESIGN PRESSURE H"' t-u 9.3 GROMMETS:194'MAX.SPAN=60PSF DESIGN PRESSURE N w 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2,&9.3 ABOVE. 0 rn LL o H EVALUATION BASED ON: REFER.TO TABLES I1. .PANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE LABEL PER PANEL Q p �_ CONTAINING THE FOLLOWING MINIMUM INFORMATION: Z FENESTRATION TESTING LABORATORY,INC. STORM SMART INDUSTRIES,INC. FOR ALLOWABLE W Z 61821DLEWILD STREET,FORT MYERS,FL,33966 p m O LAB.No. 8441 LAB.No. 7590 DESIGN PRESSURES FL PRODUCT APPROVAL NO.FL11291 - O,cv < z .D PROJECT No. I5-5893 PROJECT No. 13-4387 OPENING NO.0 Q p FILE No. 13-890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS C ,0 3 - APPLICABLE.ALL SCREENS ARE ALLOWABLE'FOR TWO OPPOSITE SIDE ATTACHMENTS WITH < LAB.No. 8440 LAB.No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ,ZONE 4,MIAMI-DADE V) PROJECT No. 15-5892 PROJECT No. 17-7199 REGIONS THEN DEFLECTION VALUES ARE ENFORCED:SEE DEFLECTION TABLE FOR SPECIFIC BUCKLE SPECIFICATIONS: DEFLECTION VALUES. < LAB.No. 7561 LAB.No. 9816 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR U PROJECT No. 13-4387 PROJECT No. 17-7449 PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. _ 0 O FILE No. 13-1390 WIDTH/DIAMETER:2.5"+/-0.19' 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. C LAB.No. 6026 LAB.No. 9834 MAERAL`ACEAL'-001° HURRICANE BARRIER "' C: PROJECTNo. 09-1664 PROJECT No. 17-7543 POLYPROPYLENE MONOFILAMENT WOVEN INTO a FILE No. 09-665 BASKET WEAVE DESIGN: Lu o of W BLACK.WHITE.BROWN IBLK&LAN). Z z LAB.No. 9836 LAB.No. 9835 STRAP SPECIFICATIONS. BONE IWHT&TANI,GRAY BLK&WHTI ,0 a < C, PROJECT No. 17-7543 PROJECT No. 17-7449 - TYPICAL ROLL o F o PATTERN:X 100-1000 MECHANICAL PROPERTIES TEST METHOD UNIT MDVALU CD 3 p LAB.No. 9742 LAB.No. 9765 WIDTH/DIAMETER:1.875"+/-0.063' GRAB TENSILE STRENGTH ASTM D4632 LBS 500 550 ul ul m PROJECT No. 17-7199 PROJECT No. 17-7449 TRAPEZOID TEAR STRENGTH ASTM D4533 LBS 200 '250 3 w THICKNESS:0.050"+/-0.010" N4 AVERAGE BREAK STRENGTH:6000 LBS MULLEN BURST ASTM D3786 PSI 750 = ? w B LAB.No, 9833 LAB.No. 9647 MATERIAL:POLYESTER PUNCTURE STRENGTH ASTM LBS 200 U 3 m 'B' PROJECT No. 17-7543 PROJECT No. 17-7199 AIR FLOW ASTM D737 CFM 175 =o 0 PERCENT OPEN AREA COE-°2215 b 5 55=3 z LAB.NO. 10348 LAB.No, 10347 UV RESISTANCE IQUVI ASTM G154 N TH 70 N o 8' PROJECT No. 18-8274 PROJECT No. 18-8274 SEWING. 'Pemeni Open Area is a MARV. AI �. .o E 0 own¢ HETI(HURRICANE ENGINEERING&TESTING,INC.) T138 POLYESTER THREAD(FOR ALL SPANS W+/-130PSF) PHYSICAL PROPERTIES TEST METHOD UNIT TYPICAL VALUE REPORT NO.174301,174302.174303,174304.&17-F305 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'&+/-130PSF) GENERIC OR EQUIVALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGHT ASTM D5261 OZ/YD2 9.7 A THICKNESS ASTM D5199 MIL 21 'A ...._......_.._.........._-_..-_--_._....._........................._._...._-.__.._____.....-_..-.___._.--_._-_..__.._......_.__ CONSTRUCTION ,EPI/PPI 60 X 63 FIBER CONTENT 100 a PP 12 11 - 10 9 8 % '6 5 _. q- - 3 -- -.._..-..2. -_ ..'1 .. 12 1 1 10 9 8 7 6 5 4_ 3-- - 2 JEFFREYIAN f OP T f APPROVED EDGES H 0974 .;•ram STITCHING - DETAILS STANDARD HEM. ,LASER CUT EDGE w i v wu r.e.:uil T SPAN DIRECTION-SCALE:N.T.S. �� PANEL A eyOF A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED 0.334"NYLON CORDING OR l ���F ;O pp p� ••��``� FOR SPAN DIRECTION EDGES. 7.5MM PVC CORDING •�tL••�•• NYLON LUFT TAPE SPAN DIRECTION EDGE:NO HEM ��� /t/A RE��\?;\ G un I INIT`. DISTANCE BETWEEN ROWS OF STITCHING FABRIC n G STITCHING MAY VARY,STITCH PATTERNS 2"PANEL HEM DISPLAY REQUIRED NUMBER OF STITCH BI-FOLD W ELD PANEL ROWS SHOWN,MINIMUM. 25"�� 0. 0.25' w i 1.75 SPAN DIRECTION HEM:2 ROWS OF STITCHING �z F 2"PANEL HEM BI-FOLD WELD PANEL (n `S•°= F' 61-FOLD W/DOUBLE STITCHING U a6' Z > STRUCTURAL HEMS LL E �a"NYLON CORDING OR E� �7.5MM PVC CORDING 1-' j STRAP,LOOP,BUCKLE STRAP N. w w NYLON LUFT TAPEo \ _ 3 1/2"LOOP HEM FABRIC 1.500" 1.500" PANEL Z 3 W _ Z 0.250" 0.375" 1 '0 N a 2"WIDE SEAT BELT CQ WEBBING LOOP < '0 3 7'LOOP HEM I.D fIXEDISTRAP/LOOP V) w .03 GROMMET 7'LOOP HEM L.r 25" 1.25" —PANEL _ PANEL — --__ PANEL V / 0 `-STITCHING ALTERNATE FIXED STRAP/LOOP V) C SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL N STRUCTURAL ATTACHMENT FOR LOOPS STRUCTURAL ATTACHMENT FOR LOOP: OPTIONAL HEM 131 ROWS STITCHING 8 BOX STITCH )3)ROWS ST1ICHWG8 BOX STITCH , N of F� <�ow . STRAP,LOOP, p o_ �OR-0 PANEL BUCKLE/STRAP OR c 3 31/7'STRAP.HEM oz< 1.500 FABRIC" 1.509' LUFTTAPE 2 o N m <�o 3::B Zm ,8. STITCHING _ U = z T BFF z OR EQUALUAL < kg 3 1/2"BUCKLE HEM 3 1 2"STRAP HE STRAP ci o c A PANEL 7'BI-FOLD A STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR CQUAL (3)ROWS STITCHING MIN.&BOX STITCH L4 EACH HEM 12 1 1 10 9 8 7 6 5 4 3 2 I 12 11 10_ 9 8_ 7 6 5 4 3_- _ 2' 1 JEFFREY C.FR ANT,P.E. arFR , H TABLE 1 RESULTANT LOAD(PLF) l !/ PARALLEL TO WIND LOAD r0.6 974 �9 V LL N 0ANALP.E.SEA1 Span DESIGN PRESSURE(PSF) =�`•, TE OF - Q- (In) 30 40 50 60 70 75 80 90 100 110 120 130 ��'' ORI P+Tv 40,.' fu, 48 115 1 149 187 226 259 278 298 336 370 408 442 480 G 54 125 168 211 250 293 312 336 374 418 1 456 499 542G 60 139 187 235 278 326 346 370 418 461 509 557 600 n 66 154 206 254 307 355 384 408 461 509 562 610 662 dLL 72 168 226 278 336 369 418 446 1 499 557 1 610 667 720 W V p 78 182 240 302 360 422 451 480 542 600 662 720 782 84 197 259 326 389 456 485 518 581, 648 710 778 840 90 211 278 350 418 485 518 557 624 691 763 830 898 96 226 298 370 446 518 557 590 667 739 811 883 960 102 235 317 394 470 552 590 _ 629 706 782 1 864 941 1018 01. 5�� F 108 250 1 336 418 499 581 624 667 749 830 1 912 994 1075 m=IF 114 264 350 442 528 614 658 701 787 874 960 1046 .1138 120 278 1 370 461 557 648 691 739 830 922 1 1013 1104 1195 126 293 1 389 1 485 581 677 725 773 869 965 1061 1157 1253 U 132 307 408 509 610 710 763 811 912 1013 F 1114 1210 1 1310 Z > 138 322 427 1 533 638 744 797 850 1 955 1056 1162 1267 1373 — m 144 336 446 557 667 773 830 883 994 1104 1214 1325 1 1430 vi 150 350 461 576 691 806 .864 922 1 1037 1152 1262 1378 1493 E 156 360 480 600 720 840 898 960 1075' 1195 1315 1435 1550 E. 162 374 499 624 749 874 936 994 1118' 1243 1363 1488 1613 V) w 168 _ 389__ 518 648 778 902 970 1032 1162 1286 1416 1546 1670 m o — 174 403 538 672 802 936 T003 1070 1200 1334 1469 1598 1733 v ,o 180 4108 557 1 691 830 970 1037 1104 1243 1382 1517 1656 1790 Z 186 1 432 571 715 859 998 1070 1142 1286 1426 1570 1709 1853 Z 792 446 590 739 _ 888 1032 1104 1181 1325 1474 1618 1762 1906 .o 198 L461 610 763 912 .p < z D 204 D' 470 629 787 941 Q m o 210 485 648 806 970 z � 216 1 499 667 830 998 V W 222 514 682 854 1022 228 528 701 1 878 1051 Ty=PERPENDICULAR LOADS. T=SCREEN TENSION < a 234 542 720 898 1080 (ETHER DIRECTION) u 240 557 739 922 1104 1 Q o 246 566 758 946 1133 / N 252 581 778 970 1162 C 258 595 792 994 1190 % a _ _....___.__'C 264 610 811 1013 1214 Tx=PARALLEL LOADS 270 1 624 830 1037 1243 ¢ a o W 276 1 638 1 850 1061 1272 o` o,o 282 653 869 1085 1301 z 288 667 888 1104 1325 Z 294 677 902 1128 1354 p a o 300 691 922 1152 1382 Nz ?w 8 306 706 941 1176 1411 LOADS ON EXISTING STRUCTURE u ��Wm .e 312 720 960 1200 1435 o C o 318 734 979 1219 1 1464 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS € 324 749 998 1243 1493 Z o t 330 763 1013 1267 1522 3: " w" t2 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK,GROMMET.AND p p W.¢ 336 778 1032 1291 1546 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. off n G x 342 787 1051 1315 1574 348802 070 1334 1603 354 16 1090A 8 1358 1627 A 360 1 830 1 1104 1382 1656 3 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2_ 1 JEFfR ii—iFRJfttNj,p.E H RESULTANT LOAD(PLF) TABLE 2 �' `T9 = PERPENDICULAR TO WIND LOAD 74 ALD OnI NORiGIrvALP.Esw: — Span DESIGN PRESSURE(PSF) E FU 30 1 40 1 50 60 70 75 90 100 110 120 130 , SS •. I D •'`l 48 24 32 48 56 64 72 8080 88 104 112 128 136 'I' �.` G 54 24 32 48 56 64 72 80 88 104 112 128 136 ��'� nuuuST`^ 60 24 40 48 56 64 72 80 88 104 112 128 144 A. G 66 24 40 48 56 64 72 80 88 104 112 128 1'44 ei 72 24 32 48 56 64 72 1 80• 88 104 112 136 168 g 78 32 40 56 64 80 88 1 96 112 128 144 168 200 84 40 60 80 100 120 130 1 140 I 170 190 220 250 .300 90 50 1 60 90 110 130 150 1 160 190 1 230 260 300 340 9W^ 96 50 70 90 120 150 170 IN 220 260 300 340 390 102 50 80 100 130 170 190 210 250 290 340 390 1 430 F 108 60 80 110 150 190 210 230 270 320 380 430 480 m F 114 60 120 160 200 230 1 250 300 360 410 480 520 120 70 Iuu 130 170 220 240 1 270 330 390 450 520 570 126 70 100 140 '190 240 1 260 1 290 350 420 490 570 610 U 132 70 110 150 200 250 280 1 310 380 450 530 610 660 Z > 138 80 120 160 210 260 290 320 390 460 540 630 680 — m 144 80 120 160 220 270 300 330 1 400 480 560 1 640 700 vi _ 150 90 130 170 220 280 310' 340 410 490 570 660 720 Lu E 156 90 130 180 230 290 320 350 430 500 590 670 740 0C E 162 90 140 180 240 300 330 360 440 520 600 690 770 r, 168 100 140 190 250 310 340 380 450 530 610 710 790' :D. o 174 100 150 __._200 __._._.'250.__ 320_ _ 350 390 _ 460 _ 540 _630 720 810 [) o '4 °o Z 180 100 150 200 260 330 _ 360 400 470 550 640 740 830 7 186 110 210 270 330 370 410 480 570 660 750 850 Z 3 � D� ? 192 110 160 220 280 340 380 420 490 580 670 840 1010 f— r m o 198 1 120 230 290 0-' p 204 120 180 240 300 z �p 210 130 180 250 310 3 216 140 190 260 330 c/) w 222 140 200 270 340 = 228 150 210 280 350 Ty=PERPENDICULAR LOADS T=SCREEN TENSION u 234 150 220 290 370 (EITHER DIRECTION) 240 160 220 300 380 Ile 0 0 246 160 230 310 390 N C 252 170 240 320 400 C 2 180 20 330 420 , o 264 64 180 2660 340 43030 ix=PARALLEL LOAD'S Lu 270 190 260 350 440 276 190 270 360 460 o o 0 282 200 280 370 470 w 3 0 288 200 290 380 480 294 210 300 390 490 p a o e 300 220 300 400 510 '� d z w 306 220 310 410 520 LOADS ON EXISTING STRUCTURE �9Zw B 312 230 320 420 530 .r 8 318 230 330 430 540 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS n m z _ a x 3 324 240 340 440 560 Z o. 330 240 340 450 570 NOTE:SIDE RAIL SECTION SHOWN,SLIDE TRACK.GROMMET,AND i�c 336 250 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. A 342 260 360 470 600 348 260 370 480 610 A 354 270 380 490 1 620 A 360 270 380 500 1 630 12 11 10 9 8 7 6' 5 4 3- 2 - 1 12 11 10 9 8 7 6 5 4 3 2__ 1 ]EFFREY �r'RIAWT!INE,,, 4FR H TABLE 3 MINIMUM SEPERATION FROM GLASS(inches) 1 y ADD 1"FOR MIAMI-DADE HVHZ 97 bIYV ,- 11.SEAL Span DESIGN PRESSURE(PSF) ® _In 30 40 50 60 70 75 80 90 100 110 120 130GC�`. 48 3.0 3.1 3.3 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 Rb IIN E`Y 54 3.0 3.1 3.2 3.3 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 II G 60 3.0 3.1 3.3 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 n ,G' 66 3.0 3.1 3.3 3.4 3.5 3.5 3.6 3.7 3:8 3.9 4.1 4.2 -� 72 3.0 3.1 3.3 3.4 3.5 3.6 3.6 3.7 3.9 4.0 4.4 4'.8 c 78 3.4 3.6 3.9 4.1 4.3 4.4 4:5 4.7 4.9 5.1 5.3 6.0 84 3.9 4.2 4.5 4.7 5.0 5.2 5.3 5.6 5.9 6.2 6.5 7.1 w' 90 4.3 4.7 5.1 5.4 5.8 6.0 6.2 6.6 1 7.0 7.4 7.7 8.2 Q W 96 4.7 5.2 5.7 6.1 6.6 6.8 7.1 7.5 8.0 8.5 9.0 9.3 z 102 5.1 5.7 6.3 6.8 7.4 7.7 7.9 _ 8.5' 9.1 9.6 '10.2 10.5 F 108 5.6 6.2 6.9 7.5 8.1 8.5 8.8 9.4 10.1 10.7 11.4 11.6 N 'F' 114 6.0 6.7 7.5 8.2 8.9 9.3 9.7 10.4 11.1 11.9 12.6 12.7 era 120 6.4 7.2 8.1 8.9 9.7 10.1' 10.5 11.3 12.2 13.0 13.8 13.8 126 6.8 7.7 8.7 _ 9.6 10.5 10.9 11.4 12.3 _ 13.2. 14.1 _15.0 15.0 U 132 7.3 8.3 9.3 10.3 11.3 11.8 12.3 13.3 14.3 15.3 16.3 16.1 'Z 138 7.7 8.7 9.7 10.7 11.7 12.2 1 12.7 13.7 14.7 15.7 16.7 1 16.6 - 144 8.1 9.1 10.1 11.1 12.1 12.6 13.1 14.1 15.1 16.1 17.1 1 17.1 Uj 150 8.5 _ 9.5 _ 10.5 .......... 11.5 1_,5_........._. .___12.5 _._. 13.0...___..._. 13.5_ 14.5 15_5 16.5 _^17.5_ 17.7 LL1 E 156 8.9 9.9 10.9 11.9 12.9 13.4 13.9 14.9 15.9 16.9 17.9 18.2 E _ 162 9.3 10.3 11.3 12.3 13.3 13.8 14.3 15.3 16.3 17.3 18.3 18.7 F- tL 168 9.7 10.7 11.7 121 13.7 14.2 14.7 15.7 16.7 17.7 18.7 19.3 � > �174 10.1 11.1 12.1 13.1 14.1 14.6 15.1 16.1 17.1 18.1 19.1 19.8 h o 180 10.5 11.5 12.5 13.5 14.5 15.0 15.5 16.5 17.5 18.5 19.5 20.3 °C 186 10.9 11.9 12.9 13.9 14.9 15.4 15.9 16.9 17.9 18.9 19:9 20.9 _ r > 192 11.3 12.3 13.3 14.3 15.3 15.8 1 16.3 1 17.3 1 18.3 1 19.3 1 22.2 24.9 H W a a o 198 11.9 12.9 13.9 14.9 z p 204 12.5 13.5 14.6 15.6 Q N 'p 210 13.1 14.1 15.2 16.3 216 13.7 14.8 15.9 17.0 N 222 14.3 15.4 16.5 1 17.6 228 14.9 16.0 17.2 18.3 234 15.5 16.7 17.8 19.0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS u 240 16.1 _ 17.3 18.5 19.7 OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT Q o 246 16.7 17.9 19.1 20.4 GLAZING---' ARE NOT WIND ZONE 4 OR ARE NOT WIND ZONE 4 OR N 252 17.3 18.6 19.8 21.0 ESSENTIAL FACILITIES DO ESSENTIAL. DO C 258 17.9 19.2 20.5 21.7 NOT REQUIRE SEPARATION SCREEN NOT REQUIRE SEPARATION o 'C; 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. w o 270 19.1 1 20.5 21.8 23.1 _ ¢ Q tea. o w 276 19.8 21.1 22.4 23.8 DEFLECTION MUST BE 0 x ° ' 282 20.4 21.7 23.1 24.4 -� 288 21.0 22.3 23.7 25.1 MEASURED AT PANEL DEFLECTION MUST BE 3 o a 294 21.6 23.0 24.4 25.8 MID-SPAN. SEE TABLE MEASURED AT PANEL Q ?a 5i a 300 22.2 23.6 25.0 26.5 ABOVE FOR MINIMUM MID-SPAN. SEE TABLE Y z p B SEPARATION FROM GLAZING. ABOVE FOR MINIMUM m: u o m ,B 306 22.8 24.2 25.7 27.1 U SEPARATION FROM GLAZING. 312 23.4 24.9 26.3 27.8 z 318 24.0 1 25.5 27.0 28.5 SCREEN 324 24.6 26.1 27.7 29.2 G 9 7t 330 25.2 26.8 28.3 29.9 DEFLECTION DIAGRAM DEFLECTION DIAGRAM 3 0 ; , 336 25.8 27.4 29.0 30.5 0 �; 342 26.4 28.0 29.6 31.2 _ 348 27.0 28.7 30.3 31.9 A 354 27.6 29.3 30.9 32.6 A 360 28.3 29.9 1 31.6 33.3 12 1 1 10 9 8 7 6 5 4 3 2 1 12 1 1 1 U 9 8 7 6 5 4" 3' 2 - 1' .. _ _ _. JEFFR�PE FRRRRLA,, PE p 7 I flUDl TO /'.. 4 H 1.2 I/B"O ALUM.POP RIVETS(IYPI GEAR PLATE OR ALUMINUM HOOD BACK MOTOR BRACKET -® 6�97�. ••,(n= ROLL FORM.040'ALUM. TOP ENTRY Bt,=v Ic A PESEAT - P SIDERAIL M6P7 �I 2'x 2'x 1/8"ANGLE ATTACHED A]24'O.C.MAX. - _GEAR OR G TUBULAR MOTOR fllll IIm1l7LLS 1/8'0 ALUM.POP RIVETS(IYPI L DRIVE CAP tl G z 13 STEELORALUM.TUBE / =°"moR7oR� O oLUM�N�UM�BOpCOVER TSTYCES a 7 60mm OR 70mm z BEARING PLATE OR �IA STAND AR OR a i IDLER SUPPORT D �! i ADIUSiaaLE PNOi UP TO 100 LBS SCREEN WEIGHT WI1H: p1 i O 4'TO 14'CAST SIDE PLATE: (3)5/16-TAPCON OR L�W z g10x3/4'iEKS(ttPl (3)1/4"OXI"SMS b x 1 ✓nCi TOP ENTRY—0 �,ALUMINUM fI00D FRONT FO RAIL.GUIDE ROLL FORM.040'ALUM, � = SIDE RAIL Q ' F q 10 x 3/4'IEKS(IYP) Yl SCREEN UP T0.350 LBS SCREEN W EIGHT WITH: ZBOTTOM BAR >(611/4"Qx1'SMS L aD CIF PLASTIC TRACK GUIDE W 360"MAX.SPAN WIDTH E ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL F- r J E' TYPICAL SINGLE SPAN UP T02d'-0'INSTALIATION-N.TS. LL RO -UP SCREEN INSTALLATION-N.T.S. UP TO 200 LBS SCREEN WEIGHT WITH: N W w(4I 5/16"0 TAPCONS OR LL O_ (411/4"Qxl"SMS o h Q. Z _ } DF 1,2 a w DDF O oi 0 Q ZO 6 D MOUNTING BRACKET SHAPES Q 0 LL V z D ROLL-UPSCREEN INSTALLATIONS-N.T.S. :� 3 V) a w U i ALUM.MULLION BUILD-IN OR BUK0.OUT EXISTING STRUCTURE O O i 4 3 (Lj C' Z 7 2 " N C i P III W _ • Q N SO W IS I 3 z T '>o 0 r� SEE BRACKET FASTENER SCHEDULJZ SEE BRACKET FASTENER SCHEDULE INS- .Q he j um0+INS— SHEET FOR FA SIENERSREANDOUSHEET FOR FASTENER SITE AND QUANTITY / B -- —— —-- ----- _ `w B s --— — ------------ o �� Z MOUNTING BRACKET MOUNTING BRACKET MOUNTING BRACKET Z 360'MAX.SPAN WIDTH (SEE DETAIL THIS SHEET) ISEEDETA ILTHSSHEETI (SEE DETAIL THIS SHEET) 7r LL f q O. O 9 a � N ��WH ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N.I.S. MOUNTING BRACKET INSTALLATION A. ROLL-UP SCREEN-N.T.S. A 6 12 11 10 Y 8 7 6: 5 4 - 3 2 1 12 II 10 Y 8 7 6 5 4 3 2 1 JEFFREY C.FRIANT.P.E. INSTALL THE APPROPRIATE ANCHORS TO THE GIVEN I/4'0 SELF-TAPPING RPE 7111111 / SUBSIRATE V 24'O.C.ITYP.I•HEAD BOX ANCHORS 2"A2"a 1/8" INSTALL APPROPRIATE ANCHORS 1/4'SMS 0 FROM EACH END SS 1p ARE NUT REQUIRED 10R STRUCTURAL SE ANC`I OF CONTINUOUS FR NEEDED 10 PREVENT HOUSING /�' C R/q• J SYSTEM AND THEREFORE DO NOT FOLLOW TI{E ANCHOR ALUMINUM ANGLE FROM SAGGING. j"TUBE BUILDOUT HEADER / AND 24'O.C.(TYPI FABRIC ATTACHED PER ••4 N�•�i� H SEE SHEET 3 FOR TUBE OPTIONS I •;�•�A:� TABLE SCHEDULE. MANUFACTURER'S 2'.2-xl/8'CONTINUOUS SPECIFICATIONS. �ALUMINUMANGLE O.60974 •:•� \ VEST N•r�5 ORKaNALd'.E SFAI C; SUITABLE SUBSTRATES •• 1••..•' '•..'.••:..- /..•:_1'..•i•- SOT J� INCLUDE CONCRETE. " CW CONCRETE FILLED CMU. - GROUT FILLED BLOCK. / INSTALL THE �) •�I APPROPRIATE b., �(3•'��/N� ALUMINUM,S1EEl. ANCHORS iO THE I{OLLOW BLOCK. � 0E\'� ANDWOOD. / THGIVE SUB RATE PER / 7j111 IfA 1155 `YV G 1HC ANCHOR TABLES. FABRIC ATTACHED PER _ _ _ _ MANUFACTURER'S HUUSING SIZE VARIES WITH ROLL SPECIFICATIONS. DIAMETER.ROLLING MECHANISM �$ SUITABLE SUBSTRATES / / MAY ALSO BE HIDDEN OR zi WCLUDE CONCRETE I MOUNTED IN EAVEOR SOFFIT CONCRETE FILLED CMU. GROUT FILLED BLOCK, / VV fil j/ AHOLLOW BLOCK LUMINUM.STEEL. AND WOOD. �$IUE TRACK GUIDE LOCATION HOUSING SIZE VARIES WITH ROLL /T DIAMETER.ROLLING MECHANISM, V MAY ALSO BE HIDDEN OR Z j SIDE TRACK GUIDE LOCATION MOUNT ED IN EAVE OR SOFFIT — 2 t// ME WROLL-UP FABRIC OR SCREEN SIDE RAIL ATTACHED PER N / G 3"6 3"R I/8"ALUM.(TYPI—. APPROPRIATE ANCHOR TABLE. E / /�� �—ROLL-UP SCREEN VERTICAL 3'x(VARYING DEPTH(BUILD-OUT � J iE, ` 1/4"0 SELF-TAPPING FASTENED PER ANCHOR SCHEDULE.OFFSET In w w // / / SIDE RAIL ATTACHED PER SMS(2)PER LEG(TYP)—� UILD-OUI ANCHOR LOCATIONS 3-TO ALLOW SUITABLE SUBSTRATES / APPROPRIATE ANCHOR TABLE. 9 TOP&BOTTOM SIDE RAIL TO BE MOUNTED PER THE I�iJ LL INCLUDE CONCRETE. // PUBLISHED ANCHOR SCHEDULE. p CoNCREIEFILLEDCMU, 7 GROUT FILLED BLOCK. // ALUM W M.STEEL. ROLL-UP SCREEN BOTTOM BAR � Z HOLLOW BLOCK. / .,• •••-:- WITH OPTIONAL SEAL WSERi. � p m AND WOOD. / / / SCREEN BOIIUM BAR INSTALL THE API'HUPkIAIE ANCHORS IO THE ��•• :. ry N 6 BOTTOM BAR SEAL GIVEN SUBSTRATE PER THE ANCHOR TABLES. r I/B'iHICKALUM.ANGLE SILL a_D Z D1 (OPIIONALI 3 w CONCRETE SHOWN,OMER SUITABLE SUBSTRATES THICK ALUM TUBE\�1/4.0 SELF-TAPPING INCLUDE CONCRETE FILLED CMU.GROUT FILLED BLOCK, BUILD-0OUT SEE SMS&24'O.C.(TYPI HOLLOW BLOCK,ALUMINUM.S1EEL:ANU WOOD. SHEET 8 FOR TUBE < < OPTIONS. 3.25P O O �--- BUILD-OUT OPTIOI4 C 0750` 0198" ROLL-UP SOLAR eI1G SCREEN ROLL-UP SOLAR BI1G SCREEN \ V C. N.f.6. SECTION VFW LI.i.S. SK110N VIEW 1.883" w o Q N <�ow . 3 3/4"BUILD-OUTSIDE RAIL WITH SNAP IN COVER q SID RAIL TOP.ENTRY GUIDE VY SCREWS PLASTIC a 3 p.¢ A NI,S. SECi!ON VIEW 6 N.15.E SECTION z m 1250" 3.25U' 1.465' r 0.115" �oa w 2.00r 0.675" a c z:7so' Z i c w 1.03e / °'2 z.I7s 0.150' THE BOTTOM BARE '� 107' REQUIRED ONLY FOR 0.269' ROLLING SYSTEMS,IT IS NAROWARE ACCESS HOLE COVEf1EN HAn^^DWARF ACCf35 CLOSED 0OPTIONAL FOR MANUALLI' WITH SNAP IN 4UTICH PYPI WITH SNAP IN COVER 1 OPERATED SYSTEMS. /{ _ 1,312$ _ /-51 SIDE RAIL WITH SNAP IN BUTTONS 6 SIDE RAIL WITH SNAP IN COVER \ 7 SLIDE TRACK g ROLL-UP BOTTOM BAR 9 BOTTOM BAR TRACK GUIDE PLASTIC 7 6 N.15. SFCiK]N VIEIYSECTION VI_W 1 6 NfS. SK110N VIEW 6 N.f.S. SECTION V.EW 6 N.f.S. SECIIOry VIEW / 12 11 10 Y 7 6 5 3 2 1 12 11. 10 9 8 7 6 5 4 3 2 1 SUITABLE SUBSTRATES CONCRETE.GROUTFILLED BLOCK, CONCRETE` SUBSTRATES GROUTFILLED BLOCK,_ CONCRETE`GROUT RFILLED BLOCK, ATES INCLUDE lEFFREY CF,Q1.pIgI�EIP�,,('/'+' CONCRETE FILLED CMU.ALUMINUM. CONCRETE FILLED CMU.ALUMINUM, SEE TABLES FOR APPROPRIATE CONCRETE FILLED CMU,ALUMINUM, 60ly7 q/�T i+ ANCHOR AND SPACING HOLLOW BLOCK,STEEL AND WOOD. HOLLOW BLOCK STEEL AND WOOD. HOLLOW BLOCK,STEEL AND WOOD. S'•.�+A .H SEE TABLES FOR APPROPRIATE_ SEE TABLES FOR APPROPRIATE APPROVED 3/4"BUILD-OUT SIDE SEE TABLES FOR APPROPRIATE RAIL PER DETAILS ON SHEET 7 ANCHOR AND SPACING ` '�•• O rl. ANCHOR AND SPA CWG ANCHOR AND SPACING BO9] APPROVED SIDE RAIL APPROVED 3/4"BUILD-OUTSIDE J�l� APPROVED 3/4'BUILD•OUTSIDE_ _ PER DETAILS ON 5HEEi 7 RAIL PER DETAILS ON SHEET 7 1 RAIL PER DETAILS ON SHEET 7 «anuo LN OH ORIGVJAI P.E.SEA` ° AT LOF- °m ° • SUITABLE SUBSTRATES INCLUDE •', '� �w • ° ° CONCRETE,GROUT FILLED BLOCK, 0 r' CONCRETE FILLED CMU,ALUMINUM, HOLLOW BLOCK,STEEL AND WOOD. jE ��� w tYPICALSIDMAQUNTAi�EOCTIOOIJN.7.5. �W*BUILD L.OUT.MOU1`_1 INSTALLATION 1Q[OPTION 41-N.is. ' �WALLMOUNT-SECTION E,,E • f, � s-d F 3/4"BUIlD0U151DERAlIINSTAILAIION(OP710H4J•N.tS. W L.}iv.OUNT-SE�LQ.�I ,ti 4 3(48ULLDOUt SIDE RAh IN.SinLIATION(OPiK)N aI-N.7S. "�7 'x- ;F. 5!B"�ACCESS HOLE ITYP) I\ I/4-14 DRIL-FLEX ITYP) (SEE ANCHOR TABLES V FOR SPACING) 114.14 DRIL-FLEX MP) Z > (SEE ANCHOR TABLES SEE TABLES FOR APPROPRIATE SEE ANCHOR TABLES TUBE OPTIONS ANCHOR AND SPACING APPROVED MULLION FOR APPROPRIATE FOR SPACING) V ANCHOR AND SPACING I x 4' I x 3. W 2"%4" _ 2"x 3' E 3'xd" 3-A3• E; 4'x 4' NOTE: -• GJ MULUONS FOR ~ w f . - TUBE OPTOOE • MULTIPLE U141T p 2-.4'2'12' •'f INSTAL`A7IONS SNAIL N LLp H LL 3"x 4'2."x3" - I HAVE APPROVAL FOR Q O O p '. : THIS TYPE OF SHUTTER _ • 4'za'3'%3' SYSTEM I/4"'-14DRBL--FLEXITYP) Z > m ANGIE OPTIONS , (SEE 7ABlE3 FOR _ w a w x SPACING) F„ Z SEE TABLES FOR APPROPRIATE •/ 3'x 3'x �' m N 0 my D ANCHOR AND SPACING Q m a Z ID; /",o `o z TYP) �-S RAPPROPRI E N ANCHORANDS 5 OUTMO�INT-SECTION MULLION MOUNT-SECTION 5 SIDE RAIL INSiAILATION IOPII N6 o BUILD-IN MOUNT-SECTION ROLL-UP SCREEN INSTAL1A71DNIOPTION4T:N.TS. ` SIDE RAIL INSIALIATION IOPIION 51-EI.I.S REFER fO FL-2D744.1 U I"x 7'x I/8"RETENTION-ANGLE pp 6 ttt-ENGTR-0fiCREEN OPTIONAL) w 8 N C 7 REMOVABLE FASTENER 1"x 2"x 1/9' 7 • '' r RETENTION ANGLE - r SIDE RAIL , AIL ' a� o i 0° _c SIDE RAIL REMOVABLE 1"x1-1/7'x 1/9' 1�1U���ri11Q•> N B I FASTENER RETENTION ANGLE = w d.� I I"x I-1/2"x 1/9' u z m 'B; U SIDE RAIL RETENTION ANGLE RF.MOVARLF so K o FASTENER f REMOVABLE FASTENER—/ N 3 S ��RETENTION ANGLE-DETAIL-DETAIL y RETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION ,1 SDE RAIL INSIALLA710IJ(OPTION II N.TS. SIDE RAIL INSTAL[ATION(OPt10N II•N.i.3. SIDE RAIL INSTAIIATION IOPrION 11 N.i.S. SIDE RAIL MSIALLATION(OPTION 21 N.IS. ¢5� K` NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE A SCREEN TRACK ENDS'ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. A' 8 12 11 10 9 8 7 6 5- 4 3 2' 1 12 11 10 9 8 7 b 5 4 3.. _ _ 7 Luwgnnu 2 SEE TABLES FOR APPROPRIATE g ANCHOR AND SPACING 11 •••�•1C s�'•.���' H 74 suoE SEE GROMMET AND STRAP SYSTEMS _ Ig9 FOR ALTERNATIVE ATTACHMENTS(TYP) 9 TRACK ' W SLIDETRACK 'L rH 0 '011AL '''%•,IYLrai� ��LrYo l 'fit nL G > 486 I"x1-1/Tx 1/g"� - �^ G. 1"x 1-1/7'x 1/B" RETEMION ANGLE `. in in A 4-b RETENTION ANGLE ' B REMOVABLE FASTENER REMOVABLE FASTENER �l �a DETENTION ANGLE-DETAIL(OPTIONAL) (�)RETENTION ANGLE-SECTION(OPTIONAL) SLIDE TRACK INSTALLATION(OPTION 1)-N.T.S. SLIDE TRACK INSTALLATION-N.TS. r „ NOTE:THE RETENTION ANGLES ARE NOT ` s F REQUIRED WHERE THE SLIDE SCREEN TRACT: � a�� F ENDS ARE AGAINST THE EXISTING.STRUCTURE. SPRING PIN, SEE NOTE- SLIDETRACK Z 3 OR 4 SIDFD AIIACHMENT"VERTICAN OR HORITONTAL INSTAI IATION-SCALE 14.1.5. SLIDE SCREEN SINGLE PANEL-ELEVATION NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN ] W TYPICAL 2 SIDED ATTACHMENT-VERTICAL OR HORRornAL INSTALLATION-N.TS• THE SHORT DIMENSION BEWTEEN FASTENERS. E E � w i ® N 8 SLIDETRACK m LL i O W j ADJUSTABLE RETENTION SPRING PIN Z 3 W T _ 4-b o PLUG.SEE NOTE! B Z NEOPRENE ADJUSTABLE PLUG W/BRASS FITTING STAINLESS STEEL SPRING PIN' o B m m D. 3 SLIDE TRACKINSIALLAIION[OPTION 2F-1I.I.S. SLIDE TRACKIN$TALLAIION(OPTION31-N•T.S. ,N Q SUITABLE SUBSTRATES INCLUDE z �D CONCRETE GROUT FILLED BLOCK. -_ 5/g'QACCESS HOLE(IYPI .o CONCRETE FILLED CIVIL.ALUMINUM. NOTE•:ANY MECHANICAL OR POSITIVE LOCKING (OFFSET FROMTTYP) iI-FLEx) ffi HOLLOW BLOCK,STEEL,AND WOOD. DEVICE MAY BE USED IN LIEU OF THE PLUG OR I/4.14 DRR-FLEX(TYP) SPRING PIN SHOWN IN THIS DETAIL AT TOP OR (SEE ANCHOR TABLES G SEE TABLES FOR SPACING, AND BOTTOM TO HOLD PLASTIC FABRIC INSIDE TRACK. FOR SPACING) ANCHOR.SPACING,AND � U EDGE DISTANCE. r 0 O V) C I/4.14 DRIL-FLEX(TYP) 1/S"OR 1/4"WALL THICKNESS C'' (SEE ANCHOR TABLES (SEE SLIDE TRACK MOUNT TABLES ON V'x 4' p"z T' w • FOR SPACING) SHEET 9 FOR THICKNESS) 7'x 4• r o o= 7'x3" z r 4".x4.. _ �"O.ti i gi. •..• .'�•• .• Z. .. Im � o _ WzaW B TUBE OPTIONS 3=m ;B T 4'2"x 7' SEE GROMMET OR STRAP SYSTEMS " • C z N 3'x 4'2"x 3• FOR ATTACHMENT$DETAILS(TYPI 19 ! ... 4'x 4'3".3' , G t .•_.. / ANGLE OPTIONS '.•' •4 Z n O S ' Li w R- EASY SCREEN SINGLE PANEL-ELEVATION 3'x Wx SEE TABLE$FOR APPROPRIATE OG O 2'x Tx; .SEE TABLES FOR APPROPRIATE.• ITT'ICAl2 SIDED AiIACHMENT-VER,IK:AI OR HORIZONTAL RlS1ALLAlION-N.IS. ANCHOR.SPACING.AND ANCHOR.SPACING.AND-. EDGE DISTANCE,' EDGE DISTANCE' A CIWALL MOUNT-SECTION "T 0 ACCESS HOLE(TYP) \5 TYPICAL SLIDE TRACK INSIALLATION(OPTION 1)-N.T.S. ••• A b BUILD-IN MOUNT-SECTION BUILD-OUT MOUNT-SECTION 9 SLIDE TRACKINSIALUI.) IDPIION21-NTS- SLIDE TRACK INS TALLATION(OPTION31-14.T.S. 12 11 10 9 8 7 6 5 4 3 2 1' 12 11 10 9 8 7 6 5 4 3 _ 2, - l JEFFREY.C.FR,IAN]PE It (74G>'a lot'E H SEE SLIDE AND STRAP SYSTEMS `�A "� • FOR ALTERNATIVE ATTACHMENTS(TYP)� O 8097 •':yin EXISTING STRUCTURE(TYP) •CANL'YYIRH 0110tAI P.E.SEAL SUITABLE SUBSTRATES INCLUDE J' (� CONCRETE GROUT FILED BLO(:K. Q-:• T - CONCRETEFILLEDCMU.ALUMINUM. �� Y��` R:`�-`�� HOLLO'N BLOCK,SIEEl AND (...Ez �?'���, REMOVABLEFASTENFR(TYPZ / J •"';.�`Y (SEETABLES FORAPFROPRIAIE G ANCHOR AND SPACING] 11II IN}k' G. 9 / W Z IlAll GROMMET i BRnSS GROfAMEi O W.W F - x F �I GROMMET-DETAIL /1W?LLTMOUNT-SECTION U N.i.S T(PKAI WYAILATION]OPTION II-TUTS. Z 7 19T MAX.SPAN WIDTH LLJ E GROMMET SCREEN SINGLE PANEL-ELEVATION E' TYPICAL 2 SIDED ATTACHMENT-VERTICAL OR HORIZONTAL INSTALLATICII-H.T.S. •I--� W J Y LL p IF > OVERL12•MIN. 9 9 .. 3 P `L 2 .' I...-...I 1'_. H P Q ZQ Z j TRACK BOLT ITYPI i( N '�' a ' D it (SEE TRACK BOLT TABLE l �_ z 'D' .I IRE.MOVABLE C •0 'P'TRACK ITYP) V O Q TRACK BOLT IIYP)(SEE TRACK BOLT 3TABLE FOR SPACING) C♦ G O 'FTRACK 'p�ORSTUDDEDzTRACK IiYFI �amj2.o IAPCONORREMOVABLE FASTENER TIYP] Y 3 m¢B IAPR]TYP) .Z j (SEE FASTENER TABLES FOR SPACING) -a w]SEE FASTENER TABLES FOR SPACING) U vd 3 z m B BUILD-IN MOUNT-SECTION n"F'TRACKMDUNT-SECTION o ANGLEOR STUDDED WSTAILtIIOTIIOPTION]I-N.T.S. SIANOAROOR BUROOUI INSIAIIATIDNIOPIlON 3I-N tS. G s 3 aza h~O U 38'-6"MAX SINGLE PANEL LENGTH ITYPI 38'-6"MAX SINGLE PANEL LENGTH(TYP) Z a�L UNLIMITED NON-SPAN LENGTH _ UNLIMITED NON-SPAN IENGIH _ Oc0 O N GROMMET SCREEN MULTIPLE PANEL-ELEVATION GROMMET SCREEN MULTIPLE PANEL-ELEVATION A LAPPED SCREEN.VERTICAL OR HORIZONTAL INSTALLAVON-N.T.S. OPTIONAL COLUMN ATTACHMENT-VERTICAL OR HORIIONTAL INSTALLATION-N.T.S. A 10 12 1 1 IU- 9 8 % 6 5 4 - 3 - 2- 12 11 10 9 a 7 6 5 4 3 2 JE FREY C, Nliftf," H 10.373'1 0.373' 0373' H%- 1 4 0.9S4" A 0.31IX 0.65T A I 0.313" 0.658' 0.31a, 0.65T 0.313r Z fU-4 L30] QF 1.675' ZODY 75" 0,093- 5" 1.4,75" V.p 0.95 G G 0.093" L H 0 2 2.000' .000r BUILD-OUT o% ANGLED'IF"TRACK BUILD-OUT'FTRACK REVERSE ANGLED T"TRACK STANDARD 7"TRACK STUDDED ANGLEDIRACK �F F 60&3%ALUMINUM-N.7.5. 6063-16 ALUMINUM-N.T.S. 6063MALUMINUM-143S. 6063-T6 ALUMINUM-N.T�S. 606346 ALUMINUM-N.T.S. Kx�0< ><X ZIPPER.KEYNOfES z A. 63F ROWS STITCHING EACH SIDE ZIPPER�THREAD:138 DENIER POLYESTER. E B. ANY SPRING CLIP,W/MINIMUM uj E )< RATING OF 50 LBS.W.L. E C. Z'WIDE SEAT BELT WEBBING WITH 0 A LOOP. :D 0 D. STRUCTURAL EDGE HEM.VARIES BY 0 Ed c 0 0 PANEL,SEE SHEET 1. x E. Z'WIDE SEAT BELT WEBBING W/ Z of z BOX STITCH. 2 Z 0 Z K < D B l< In ID A `^ V) X L) c NOTE: I'MIN. V) ': APRROVED FOR UP TO 60PSF MAXIMUM. 2.1 c 2 MUST BE INSTALLED IN SPAN DIRECTION.3. SHALL NOT PENETRATE HEMS. Lu a z'.m A , avow o !r-.0'. 0 R Z > 0 d.Z— n Z.= B u B to z z 0, L14 A SLIDE TRACK SLOT DETAIL A 6063-16 ALUMINUM-N.I.S. 12 1.1. 10 9 8 7 6- 5 4 .3 '2 12 II 10 9 B 7 6 5 4 3 2 1 - - - -I JEFFREY kfWif41/B.F,! BOX STITCH CONFIGURATION `Ak 'V F•qNl MAY CHANGE.BUT MUST HAVE THE SAME OR GREATER yS q H 4 LINEAR INCHES OF STITCH. 4'NON STRUCTURAL "`\ SEE GROMMET AND STRAP SYSTEMS TtnP OPTIONAL - .12 8"NON-SiRUCNRAL FOR ALTERNATIVE ATTACHMENTS(TYP) IH�-FLAP(OPIIONALI - -- _ _ I i- - -%A r YW NAt USEAL y BUCKLE %��� g R VO •�� -0 P k. ) N �ECG III ? C • ! ��,: i pEu n4S�La`�A. G z = CE to 'G w 1-4 w V J 1-4 zCE 2 aCIE T2. ADJUSTABLE u� z z '$TRAP/BUCKLE FIXED o STRAP/ r •` LOOP,ME t h F I ADJUSTABLESTRAP/BUCKLE-DETAIL s NI EDuSTRAPUPOOaiiALDNTAIL ;w F CIE DNON-STRUC7UR AL iIAP IOPTIONALI'N.1.5, un 2 �T J -�3 RAP AROUND Z W I I/ j STRAP ITYP) il....SPAN WIDTH..„.,.,_,______. ADJUSIABLEFIXED OR L 312"MAX.SPAN YlIUIH W it STRAP ITYPI E STRAP SCREEN SINGLE PANEL-ELEVATION STRAP SCREEN SINGLE PANEL-ELEVATION w 'E TYPICAL 2 VDED ATTACHMENT VERTICAL OR HORROW,ki INSTALLATION-N.73. 3OR:SIDED ATTACHMENT-VER71CAL ORHORRONTAL INSTALLA110N-SCALE N.T.S. N W 14OIE:FOR 4 SIDED AITACHMEN7 THE SPAN IS IN EXISTING- THE SHORT DIMENSION BEWTEEN FASTENERS. COLUMN 0 O "- W 12'MIN. 1-4 ITZ 2 IN >IN OVERLAP Q Z O Z D 07 z Ip. '0 3 V) x a U o `o O 0 F � U a ) nCOLUMN MOUNT-DETAIL C CO WMN STRAP ARACHMENI IOP71011A11-N.1S. __C Lu < N Z r¢h _ Q D.loa W3 00 z'W NZ3aw .B.B 4:ooD U Z m 55o�ozq 38'-6"MAX SINGLE PANEL LENGTH(TYPI - 38'-6"MAX SINGLE PANEL LENGTH(TYP) /QI O EL_ UNLIMITED NON-SPAN LENGTH UNLIMITED NON-SPAN LENGTH 00.110' N Owv STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION 0375 BEND LANE—" 0.26v 0.1w LAPPED SCREEN-VERTICAL OR HORIZONTAL INSTALLATION-N.T.S. OPTIONALCOLUMN ATTACHMENT-VERTICAL OR HORIZONTAL.INSTALLATION-N.1.S, A STRAP BRACKET ^ A 30t STAINLESS STEEL-N.13. 1 12 11 10 Y 8 7 6 5 4 3 2 f 12 11 10 y 8 7 6- 5 4 3 2 1 OPTIONAL FLAP JEFFREY T5RLAT9TljF, - ``Ty, i (WHEN REQUIRED PER- Oqpf � GENERAL NOTE 07) FIXED OR STRAP BRACKET WITH ..... ADJUSTABLE E '0', H EXLTERIACE (2)1/4"OR 5116-TAPCON(IYPI ! '•.,; STRAP (SEE FASTENER TABLES FOR SPACING) EXISTING STRUCTURE ITYP) OPTIONAL FLAP SUITABLE SUBSTRATES INCLUDE `` • CONCRETE.GROUT FILLED BLOCK. REFER TO FASTENER ''t 0' (WHEN REQUIRED PER TABLES FOR LOOPSPACING L;; CONCRETE FILLED CMU,HOLLOW BLOCK GENERAL NOTE 07) ALUMINUM.STEEL.AND WOOD. 6"MA% 3' veuo NLY.WRH OB,GWnr P.E.SEAL C EXTERIOR FACE ��O• ® P •�(V` .• 1/4"MAX.GAP NOTE:CAN BE ATTACHED 0°TO 30' rol I L ,ITLSSY\ G TO EXTERIOR OR It a^ G' INTERIOR FACE d FIXED OR ADJUSTABLE STRAP-� •• STRAP BRACKET WITH (2)1/4.OR 5/16"TAPCON ITYP) (SEE FASTENER TABLES FOR SPACING) LnALTERNATE FIXED STRAP/LOOP-DETAIL w^ OUTSIDEMOUNT-SECTION __ STRUCTURnI ATTACHMENT FOR LOOP N.T.S.: 1 $7RAP�RncKeTINSIALLniION(oanoN q-N.rs. INSIDE MOUNT-SECTION (3)ROWSSIITCHING&BOXSTIICH F PLAN VIEW DETAIL �� .w $TRAP BRACKET INSTALLATION(OPTION 2)•N.T.S. u+■ „ ;F OPTIONAL FLAP PLAN VIEW DETAIL (WHEN REQUIRED PER I/7 x 30'.EARTH ANCHOR GENERAL NOTE It 7) FIXED OR W WELDED CENTER EYE V 'a / 4"OIA.x 6"SCH.40 PVC(TYP) EXTERIOR FACE ADJUSTABLE THREADED INSERT IN CONIC.OR FILLED CMU 8,41"HELIX O Z STRAP LAG EYE BOLT IN WOOD(TYP) — x (SEE FASTENER TABLES FOR SPACING) O = 1' OPTIONAL FLAP —III— III—III—I - —III—I v 0°TO 30' (WHEN REQUIRED PER III—III —III I=I I`I I I—III, w gyp`+ E + GENERAL NOTE n71 EEI I—TIII—�=III I III—I IY E EXTERIOR FACE I I—III I—III=III—III III—I I I/4"MAX.GAP _ N w w I I III—III—III I—III—I L o PINT[ PENNR 114 T ' _� T .. 1 I I—III I—1 I I—III—III I I HE 30.00' �, O � O 0•TO 30° III—I III—III—III —III—I Z , �, W > ' + III=III —III=III—III I I 1=1 I II — a_ NOTE:CAN BE ATTACHED III— III—III—III III—I ~ p o` < O TO EXTERIOR OR FIXED OR ADJUSTABLE STRAP III=III —III—III— III—I EN OLL N < 7- INTERIOR FACE •• —HATCHING THREADED INSERT IN CONC.OR FILLED CMU ••••• III _ I1 I—III_ —III—I m LAG EYE BOLT IN W OOD(TYP) 'Y ~• _ _�—�1 III—III d z D. • ISEE FASTENER TABLES FOR SPACING) III=III=III=J 11,=1.1=I FH=1-H N INSIDE MOUNT-SECTION r,,EARTH ANCHOR DETAIL � ,OUTSIDEMOUNT-SECTION 5 EYEBOLTINSTALLATION(OPTION41-N.TS. EARTH ANCHORINSTALLATION-N.IS. �/ U `fEYE BOLL INSTALLATION[OPTION 3)-N.M. PLAN VIEW DETAIL SOIL CLASS 4A MEDIUM DENSE SAND O PLAN VIEW DETAIL 0 O POURED CONCRETE GROUT FILLED CELLS HOLLOW BLOCK WOOD CONCRETE FILLED& V) C. MIN.3 KSI MIN S.G.2.55 REINFORCED CELLS C; ANCHOR MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. o W 1 4"TAPCON 3" 1.3 4" 3" 1-3/4" 3" 1 1-1/4" 3 4" 1-3 4" NIA N/A Q ¢ p 1 4"DROP IN 3-1 7' 1" 3-1/7' 1" N A N A N/A N/A N A N/A 3 8"DROP IN 4" 1-9 16" 4" 1-9 16" N/A N/A N/A N/A N/A N/A 1 2"DROP IN 6" 2" 7" 2" N A N/A N/A N/A 6" 5.25' o 3 z Q Z 1 4"CRETEFLEX 2-1 7' 2" 2" 7' 2-1 2" I-1 4" N/A N/A 6" 5.25" o > 5116"Ultracon(3515 PSI) W 2" 2-1/2" 2-1/4" 3-1/9' I-1/4" 3/4" 7' 1 6" 5.25' 0 3 3 8"LDT 3" 2-1/2" 3" 1-I 2" N/A N/A N/A N/A NI 5.2S$ _ d z w B 3 8"EPDXY ANCHORS* 4" 3-3 8" 4" 3-3 4" 12" 3.3 4" NIA N/A 4" 5,25 z m aw B"HOLLOW SET 4-1/2" 1-1/2" N/A N/A 4" 1-1/4" N/A N/A NIA N/A U "� B 316. Combo Anchor LAG N A N A N A N A N A N A 3 4" 2-1 7' NIA N A F o `o 17'Combo Anchor LAG NIA NIA N/A NIA NIA N A 3 4" 2-1 7' N A �N� z€1/4'_PANELMATE INSERTS 3-1 7' 1-3 4" 3-1 2" 1-112' 3-1 2" 1-1 4" 3 4" 1-3 4" N A 1/4'PANELMATE FEMALE 2-TIT 1-3 4" 2-1/2" 1-1/8" 2-7 2" 1-1 8'' 3 4" _ 2" N A.1 4"PANELMATE MALE 2-1 2' 1-3 4" 2.1 2" 1-1 8" 2-1 2" 1-1 8" 3 4" 2" N A p oPANELMATE WAS 2-1 7' 1-3 4" 2.1 2" 1-1/8" 2-1 2" 1-1 6. 3 4" 2" N A N ck�O V; 1/8"Alum 1/4"Aluminum 16 GA Steel WOOD A .(MIN S.G.2.55) 'Allowable Epoxy brands&Types: ,A. ANCHOR MIN,EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN_EDGE _MIN.EMB. )Powers T308 1/4"SAMMY 2" 3 threatls T 3lhreatls 2" 3lhreads 3/4"— 1-3/4'• 2)ITW RedHead A7 I 1/4"TEKS 2" J3lhreads T1 3threads T 3threads 12 11 10 y 8 7 6 5 4- 3 2 1-2 II 10 9 8 7 6 5. 4 3 2 JEFFRENY' OW •NT '' CONCRETE TABLES t Ij2rop In 3 8"Drop In 1/4 Drop In c^ SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO UP TO UP TO ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING'INCHES (in) 24 20 16 12 10 (in) 18 16 14 12 10 (in) 12 10 8 1 6 4 48 130 130 b R 130 130 130 48 130 130 130 130 130 48 130 130 130 1 130 130 54 130 130 130 130 130 54 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 60 1 130 130 130 130 130 G 66 130 130 130 130 130 66 130 130 130 130 130 66 130 130 130 130 130 G' 72 130 130 130 130 130 72 130 130 130 130 130 72 130 130 130 130 130 � 78 130 130 130 130 130 78 130 130 130 130 130 78 120 130 130 130 130 1 84 130 130 180 130 130 84 130 130 130 130 130 84 111 130 130 130 130 90 130 130 130 130 130 90 130 130 130 130 130 90 104 125 130 130 130 �= 96 130 130 130 130 130 96 130 130 130 130 130 96 98 117 130. 130. 130 W 102 130 130 130 130 130 102 124 130 130 130 130 1 102 92 110. 130 130 130- 108 130 130 130 130 130 108 117 130 130 130 130 108 87 104 130 130 130 [� " F 114 126 130 130 130 130 114 111 125 130 130 130 1 114 1 82 99 123' 130 130 M^i F 120 120 130 130 130 130 120 105 119 130 130 130 120 78 94 117 130 130 126 114 130 130 130 130 126 100 113 129 130 130 126 74 89 111 130 130 132 1 109 130 130 130 130 132 96 108 123 130 130 132 71 106 130' 130 U 1387 104 '125 130 130 130 138 92 103 118 130 130 138 68 81 102 130' -130 Z 144 100 120 130 130 130 144 88 99 113 130 130 144 65 78 98 130' 130 150 96 115 130 130 130 150 84 95 108 126 130 150 62 75 94 125 130 N 156 92 111 130 130 130 156 81 91 104 122 130 156 60 72 90 120 130 LLI E 162 1 89 107 130 130 1 130 162 78 88 100 117 130 162 58 69 87 116 130 'E 168 1 86 103 129 130 1 130 168 75 85 97 113 130 168 56 67 84 Ill 1130 N W w 174 83 99 1 124 130 1 130 174 73 82 93 109 130 174 54 65 81 108 130 LL g 180 80 96 120 130 130 180 70 __79 _90_ 105 1 130 180 52 62 78 104' 130 C) p. 186—F 77 93 116 130 130 186 68 76 87 1021 130 186 50 60 75_ 101 130 Z 192 1 60 60 60 60 60 192 60 74 60 60 60 192 49 59 60 60 60 — w R W iz 198 60 60 60 60 60 198 60 72 60 60 60 198 47 57 60 60 60M g m D 204 60 60 60 60 60 204 60 70 60 60 60 204 46 55 60 60 60 Q 0.N z D 210 60 60 60 60 60 210 60 68 60 60 60 210 45 '53 60 60 60 216 60 60 60 60 60 216 59 66 60 60 60 216 43 52 60 60 60 N 222 60 60 60 60 60 222 57 64 60 60 60 222 42 51 60 60 60 V 228 60 6U 60 60 60 228 55 62 60 '60 60 228 41 49 60 60 60 234 60 60 1 60 60 60. 234 54 61 60 60 60 234 40 48 60 60. 60 m 240 60 60 60 60 60 240 53 1 59 60 60 60 240 39 47 59 60 60 Q 246 59 60 60 60 60 246 51 58 60 60 60 246 38 46 57 60, . 60 C 252 57 60 60 60 60 252 50 56 60 60 60 252 37 45 56 60 .60 ,C 258 56. 60 60 60 60 258 49 55 60 60 60 258 36 44 54 60 60 0 264 55 60 60 60 60 264 48 54 60 60 60 264 35 43 53 60. 60 W o 270 53 60 60 60 60 270 47 53 60 60 60 270 35 42 52 60 60 Q v a o W 276 52 1 60 60 60 60 276 46 52 59 60 60 276 34' 41 51 60 60 o '282 51 1 60 -60 '60 60 282 45 50 58 60 60 282 33 40 50 60 60 c z 288 50 .60 60 60 60 288 44 49 56 60 60 288 33 39 49 60 60 z Z 294 1 49 59 60 60 60 .294 43 48 55 60 60 294 32 38 48 60' 60 3 B 300 48 58 60 60 60 300 42 47 54 60 60 300 31 37 47 60 .60 = 3 a w B 306 47 56 60 60 60 306 41 46 53 60 60 306 31 37. 1 46 1 60 60 U o K o 312 46 55 60 60 60 312 41 46 52 60 60 312 30 36 45 60 60 z 318 45 54 60 60 60 318 40 45 51 60 60 318 29 35 44 59' 60- r o g 324 44 53 60 60 60 324 39 44 50 59 60 324 29 35 43 58 60 330 44 52 60 60 60 330 38 43 49 57 60 330 28 34 43 57 60 6 a 336 43 51 60 60 60 336 38 42 48 56 60 336 __ 33 42 56 60'- 1 342 42 51 60 60 60 342 37 42 48 55 60 342 33 41 55 60 A 348 41 50 60 60 60 348 36 41 47 54 60, 348 - 32 40 54 60 A 354 41 49 60 60 60 354 36 40 46 54 60 354 32 40 53 60 360 1 40 48 60 60 60 360 35 40 45 53 60 3d0 - 31 1 39 1 52 1 60 12 11 10 9 8 7 6 5 d 3 2' I 12 I 1 10 9 8 7_ 6 5 4 3 2 ulniiuuq JEFFREY,�`.'�RI T.)P(�/ CONCRETE TABLES H 3797TTREAD1507IRdR& 3/8"LDT ANCHOR 378`FOTC0W.5E Simpson 9}4H PQXY = - SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN * _ SPANS (MIN 3000 PSI) POURED CONCRETE&GROUT FILLED SPANS (MIN 3000 PSI) UP TO SPANS (MIN 3000 PSI) v�G in a�TITF QF' i Q-z UP TO ANCHOR SPACING(INCHES) UP TO s ��•. P;'t�� ANCHOR SPACING INCHES (in) n ANCHOR SPACING INCHES G 0�11 (in) 18 16 14 12 10 ( ) +'' G\ c 24 22 20 18 12 48 130 130 130 130 130 18 1 .16 14 12 10' /XEC� 48 130 130 130 130 130 48 130 130 130 130 130 „B„% 54 130 130 130 130 130 54 130 130 1 130 130 130 54 130 130 130 130 130 R G 60 130 130 130 130 130 G 60 130 130 1 130 130 130 60 130 130 130 130 130 w 66 130 130 130 130 130 y 66 130 130 1 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 -- -- -- 72 130 130 130 130 130 72 130 130 130 130 130 84 130 130 130 130 130 P� 78 130 130 130 130 130 78 130 130 130 130 130 78 130 130 130 130 130 6 e 84 130 130 130 130 130 84 130 130 130 130 130 90 130 130 130 130 130 90 130 130 130 130 130 90 124 130 130 130 130 w^ 96 130 130 130 130 130 96 125 130 130 130 130 96 110 124 130 130 130 102 125 130 130 130 130 102 118 128 130 130 130 102 110 124 130 __.130_.._.._ 130.._._ F 108 119 130 130 130 130 ,A e,, 108 Ill 121 130 130 130 108 104 117 130 130 130 VJ = F 114 105 115 126 130 130 120 112 120 130 130 130 114 98 111 126 130 130 120 107 120 130 130 130 120 100 109 120 130 130 120 93 105 120 130 130 126 95 104 114 127 130 126 102 114 130 130 130 126 89 100 114 130 130 U 132 97 109 125 130 130 132 85 95 109 127 130 Z _ 132 91 99 109 121 130 138 93 104 119 130 130 = 138 81 138 87 95 104 116 130 _ _._, ._..._..,.._91._ 104_ 122 130 144 83 91 100 111 130 144 89 100 114 130 130 744 78 88 100 117 130 150 80 87 96 107 130 150 85 96 110 128 130 150 75 84 96 .112 130. W E 156 82 92 105 123 130 156 72 81 92 108 129 w E 156 77 84 92 103 130 162 79 89 102 119 130 162 69 78 89 104 124 N W w 162 74 81 89 99 130 168 76 86 98 114 130 168 71 78 86 95 130 168 67 75 86 100 120 LL o N 174 74 83 95 110 130 y 174 69 75 63 92 130 774 64 72 83 97 116 o 0 p _ 180 67 73 80 89 130 180 71 80 91 107 128 Z } w =180 62 70 80 93 112 186 69 77 88 103 124 186 60 68 77 90 108 —'W 2 a w � 186 65 70 77 86 129 z 192 60 60 60 60 60 1 192 60 60 60 60 60 192 58 60 60 60 60 o.. m m z 198 60 60 60 60 60 198 57 60 60 60 60 0 a a 198 60 60 60 60 60 _D 204 60 60 60 60 60 204 55 60 60 60 60 204 59 60 60 60 60 — < o 0 57 60 60 60 60 210 60 60 60 60 60 210 53 60 60 60 60 21 216 59 60 60 60 60 216 52 58 60 60 60 < 3 216 56 60 60 60 60 N 222 58 60 60 60 60 222 54 59 60 60 60 222 50 57 60 60K60 228 53 57 60 60 60 228 56 60 60 60 60 '228 49 55 60 60 u 234 55 60 60 60 60 234 48 54 60 60 234 51 56 60 60 60 Q 240 50 55 60 60 60 240 53 60 60 60' 60 246 52 59 60 60 60 246 ._.. 47 53 60 60 H 246 49 53 59 60 60 246 46 51 59 60 N C 252 51 57 60 60 60C 252 48 52 57 60 60 252 44 50 57 60 258 50 56 60 60 60 258 43 49 56 60LU258 47 51 56 60 60 264 48 55 60 60 60 264 42 48 55 60 ¢ 264 45 50 55 60 60 270 47 53 60 60 60 270 41 47 53 60 60 o Q ^__ z 270 44 48 53 59 60 276 46 52 60 60 60 6 o 276 43 47 52 58 60 276 41 46 52 60 60 a 3 a 282 43 46 51 57 60 282 45 51 58 60 60 282 _40 45 .51 60 60 288 42 45 50 56 60 288 44 50 57 60 60 288 39 44 50 58 60 p o 294 44 49 56 60 60 294 38 43 49 57 60 z o g 294 41 45 49 54 60 300 43 48 55 60 60 300 37 42 48 56 60 U 3 z m B 300 40 44 48 53 60 8 306 39 43 47 52 60 306 42 47 54 GO 60 306 37 41 47 55 60 0 R o 1w L�_- 312 41 46 53 60 60 312 36 40 46 54 60 a s 3 312 38 42 46 51 60 N o S 318 40 45 52 60 60 318 35 40 I 45 53 60 o w Z 318 38 41 45 50 60 LL w 324 40 44 51 59 60 324 35 39 44 52 60 c g 324 37 40 44 49 60 cle0 '� o a 6 330 39 44 50 58 60 330 34 38 44 51 60 0 �, G�W� 336 36 40 44 48 60 336 38 43 49 57 60 336 33 38 43 50 60 336 3 39 43 48 60 342 37 42 48 56 60 342 33 37 42 49 59 q 342 355 38 42 47 60 348 37 41 47 55 60 348 32 36 41 48 58 A 348 34 38 41 46 60 354 36 41 46 54 60 354 32 36 41 47 57 354 34 37 41 45 60 360 36 40 1 46 1 53 60 360 31 35 40 47 56 360 33 36 40 44 60 12 1 1 10 9 8 7 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 CONCRETE TABLES JEFFR"e a �FR�q' I Egsfyj'''; H 1/4"PANELMATE INSERTS 1/4"PANELMATE FEMALE 1/4"PANELMATE MALE p o SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) = * *c UP TO UP TO UP TO tirt�aST .:E, ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) (in) (in) 18 15 12 10 8 18 16 14 12 1 10 18 16 14 12 10 48 130 130 ' 130 130 130 48 130 130 130 130 1 130 48 130 130 130 130 '130 54 130 130 130 130 130 54 130 130 130 130 130 54 130 130 130 130. 130 G 60 130 130 130 130 130 60 130 130 130 130 130 60 130 180 130 130 130 9'1""01,� 66 130 130 130 130 130 66 130 130 130 130 .130 66 130 130 130 130 130 G 72 130 130 130 136 130 72 121 130 130 130 130 72 130 130' 130 130 130 78 120 130 130 130 130 78 112 126 130 135 130 78 126 130 130 130' 130 it� 84 111 130 130 130 130 84 104 117 130 130 130 84 1'17 130 130 130 130 a= 90 104 125 130 130 130 90 97 109 124 130 130 90 109 123 130 130 130 W 96 98 117 1 130 130 130 96 91 102 117 130 130 96 103 115 130 130 130 w k 102 92 110 1 130 130 130 102 85 96 110 128 130 _ 102_ 96 109 124 130 130 }121 108 87 104 130 130 130 108 81 91 104 121 130 108 91 103 117 130 130' N � F 114 82 99 123 130 130 114 76 86 98 115 130 114 86 97 111 129 130 F^ 120 78 94 117 130 130 120 73 82 93 109 130 120 1 82 92 105 123 130 126 74 89 Ill 130 130 126 69 78 89 104 124 126 78 88 100 117 130 U 132 71 85 106 128 130 132 66 74 85 99 119 132 75 84 96 112 130 138 68 81 102 122 130 138 63 71 81 95 114 138 71 80 92 107 128 Z 144 65 78 98 117 130 144 60 68 78 91 109 144 68 77 88 103 123 150 62 75 94 112 130 150 _58 _65_ 75 87 104 150 66 74__84 _98 _1.18._ N = E 156_ 60 72 90 108 130 156 56 63 72 84 100 156 63 71 81 95 114 � J E 162 58 69 87 104 130 162 54 60 69 81 97 162 61 68 78 91 109 168 56 67 84 100 125 168 52 58 67 78 93 168 59 66 75 88 105 � w 174 54 65 81 97 121 174 50 56 64 75 .90 1 174 57 64 73 85 102 y o° N LL 180 52 62 78 94 117 180 48 54 62 73 '87 180 55 62 70 82 98 12 o ° 186 50 60 75 91 113 186 47 53 60 70 84 186 53 60 68 79 95 z 3 i m !� > 192 49 59 60 60 60 192 45 51 58 60 60 192 51 58 60 60 60 — 2 z 198 47 57 60 60 60 198 44 49 57 60 60 198 50 56 60 60 60 0� g m m D 204 46 55 60 _ 00 60 204 43 48 55 60 60 204 48 54 60 60 60 Qcq 0 o 210 45 53 60 60 60 210 41 47 53 60 60 210 � �47 53 60 60 60 _z D 216 43 52 60 60 60 216 40 45 52 60 60 216 46 51 59 60 1 60 222 42 51 60 60 60 222 39 44 50 59 60 222 44 50 57 60 60 N 228 41 49 60' 60 60 228 38 43 49 57 60 228 43 49 55 60` 60 234 40 48 60 60 60 234 37 42 48 56 60 234 42 47 54 60 60 a 240 39 47 59 60 60 240 36 41 47 54 60 240 41 46 53 60 60 0 o 246 38 46 57 60 60 246 35 40 45 53 60 246 40 45 51 60 60 F- C 252 37 45 56 60 60 252 35 39 44 52 60 252 39 44 50 59 60 C. 258 36 44 54 60 60 258 34 38 43 51 60 258 38 43 49 57 60 0 264 35 43 53 60 60 264 33 37 42 49 59 264 37 1 .42 48 1 56 60 w o z F'p 270 35 42 52 60 60 270 32 36 41 48 58 270 36 41 47 55 60 ¢ a 5 2 w 276 34 41 51 60 60 276 32 35 41 47 57 276 36 40 46 53 60 p 282 33 40 50 60. 60 282 31 35 40 46 56 282 35, 39 45. 52 60 W 3 0< 288 33 39 49 59 60 288 30 34 39 45 54 288 34 38 44 51 60 a g q 294 32 38 48 57 60 294 30 33 38 44 53 294 33 38 43 50 60 0 a, g 300 31 37 47 56 60 300 29 33 37 44 52 300 33_ 37 42 49 59 x n a w 306,. _31__ 37 46 55 60 306 28 32 37 43 51 306 32 36 41 48 58 U i z 8 312 30 36 45 54 60 312 28 31 36 42 50 312 32 35 41 47 57 z 318 29 35 44 53 60 318 31 35 41 49 318 31 1 35 40 46 56 Nr3s 324 29 35 43 52 60 324 - 30 35 40 48 324 30 34 39 46 55 z LL o F 330 28 34 43 51 60 330 - 30 34 40 47 330 30 34 38 45 54 336 33 42 50 60 336 29 33 39 47 336 29 33 38 44 53 0 "' 342 33 41 49 60 342 29 33 38 46 342 29 32 37 43 52 A 348 32 40 48 60 348 28 32 38 45 348 28 32 36 42 51 A 354 32 40 48 59 354 32 37 44 354 31 36 42 50 360 31 39 47 59 360 31 36 44 360 31 35 41 49 11 II 10 9 8 7 6 5 4 - 3- 2 I 12 1I 10 9 8 7 6 5 4 31-.__ 2` - - ' 1' MAL CONCRETE TABLES FR�y ' H 5/16"ULTRACON 1/4"TAPCON 1 4"CRETE-FLEX SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED-CONCRETE 9 o SPANS (MIN 3515 PSI) SPANS (MIN 3KSI1 SPANS (MIN 3350 PSI) �4UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES f c 18 16 14 12 10 12 10 1 8 6 4 18 16 14. 12 1 10 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 '130 130 130 l 54 130 130 130 130 130 54 130 130 130 130 130 54 130 130 130 130 130 G 60 130 130 130 130 130 60 130 130' 130 130 130 60 130 130 130 130 .130 11 66 130 130 130 130 130 66 .130 130 130 130 130 66' _ 130 130 130 130 130' n G 72 130 130 130 130 130 72 130 130 130 130 130 72 130 130 130 130 130' 78 130 130 130 130 130 78 123 130 130 130 130 78 123 130 130 130 130 84 130 130 130 130 130 84 114 130 130 130 130 84 114 129 130 130 130 V� 90 130 130 130 130 130 ✓ .90 107 128 130 130 130 90 107 120 130 130 130 uw^ 96 130 130 130 130 96 100 120 130 130 130 96. 100 113 129 130 130 �- 102 130 130 130 130 102 94 113 130 130 130 102 94 106 121 130 130 108 1 0 130 130 108 89 107 130 130 130 108 89 100 114 130 '130 ■r—A s F 114 1 130 130 130 130 114 84 101 126 130 130 114 84 95 108 126 130 (n = 'F 120 111 125 130 130 130 120 80 96 120 130 130 120 80 90 103 120 130 126 106 119 130 130 130 126 76 91 114 130 130 126 76 86 98 114 130. U 132 101 114 130 130 130 132 73 87 109 130 .130 132 73 82 94 109 130 138 97 109 124 130 130 138 70 83 104 130 .130 138 70 78 89 104 125 Z 144 93 104 119 130 130 144 1 67 80 100 1'30 130 144 67 75 86 100 120 150 89 100' 115 730 130 150 1 64 77 96 1 128 1 130 1 150 64 72 82 96 115 v 156 86 96 110 128 130 it 156 62 74 92 1 123 130 156' 62 69 79 92 111 W `= E 162 82 93 106 124 130 0� 162 59 71 89 119 130 162 59 67 76 89 107 E 168 80 89 102 119 130 168 57 69 86 114 130 168 57 64 .73• 86 103' c~ w 174 77 86 99 11 174 55 66 83 110 130 174 55 62 71' 83 99 LL o 180 74 84 9 1 730 180 53 64 80 107 130 180 53 60 69 80 96 u p o 186 7 8 2 108 130 186 52 62 77 103 130 186 52 58 66 77 93 Z = i m > x 192 6 60 60 60 60 192 50' 60 60 60 60 192 50 56 60 60 198 60 60 60 60 198 48 58 60 60 60 198 48 55 60 60 60 0_ 9 0 N a' ? D 204 60 60 60 60 60 204 47 56 60 60 60 204 47 53 60 60 60 Q m LL z D' 210 60 60 60 60 60 210 46 55 60 60 60 .210 46 51 59 60 60 v 216 60 60 60 60 60 216 44 1 52 60 60 60 1 216 44 50 57 60 60 N 222 60 60 60 60 60 222 43 52 60 60 60 222 43 49 56 60 .60 228 59 60 60 60 60 228 42 51 60 60 60 228 42 47 54 60 60 234 57 60 60 60 60 234 41 49 60 60 60 234 41 46 53 60 60 u 240 56 60 60 60 60 240 40 48 60 60 60 '240 40. 45 . 51 60 60 Q o 246 54 60 60 60 60 246 39 47 59 60 60 246 39 44 50 59 60 N C 252 53 60 60 60 60 252 38 46 57 60 60 252 38 43 49 57 60 C 258 52 58 60 60 60 258 37 45 56 60 60 258 37 42 48 56 60 264 51 57 60 60 60 264 36 44 55 60 60 264 36 41 47 55 60' ~ .N Z 270 49 56 60 60 60 270 36 1 43 53 60 60 270 36 40 46 53 60 ¢ ;r a s o w 276 48 54 60 60 60 276 35 42 52 60 60 276 35 39 45 52 60 o i o 0 282 47 53 60 60 60 282 34 41 51 60 60 '282 34 38 44 51 60 w 3 o a 288 46 5260 60 60 288 33 40 50 60 60 '288= 33 1 38 43 50 60: 294 45 51 58 60 60 294 33 39 49 60 60 294 33 1 37 42 49 59 e 300 45 50 57 60 60 300 32 38 48 60 60 300 32 36 41 48 58 = o W B 306 44 49 56 60 60 306 31 38 47 60 60 306 31 35 40 47 56 U 2 W 312 43 48 55 60 60 312 31 37 46 60 60 312 31 35 40 46 55 h a= 318 42 47 54 60 60 318 30 36 45 60 60 318 30 34 39 45 54 N 0 5 324 41 46 53 60 60 324 30 36 44 59 60 324 30 33 38, 44- . 53'. 2 i °2 t 330 40 46 52 60 60 330 29 35 44 58 60 330 29 33 37 M41 52 c •o' i 336 40 45 51 60 60 336 29 34 43 57 60 336 29 32 37 51 0 "' 342 39 44 50 59 60 342 28 34 42 56 60 342 28 32 36 51 A 348 38 43 49 58 60 348 - 33 41 55 60 348 - 31 35 50 A 354 38 42 44 57 60 354 - 33 41 54 60 354 31 35 49 360 37 42 48 56 60 360 32 40 53' 60 360 30 34 48. 12 11 10 9 8 7 6 5 4 3... 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREYC.F NUR4r� CONCRETE TABLES "P IgNT, H STRAP BRACKET W/TWO STRAP BRACKET W/TWO 1/4" 5/16"ULTRACON CRETE-FLEX or 1/4"TAPCON SCREEN POURED CONCRETE SCREEN POURED CONCRETE - SPANS (MIN 3515 PSI a o.rwnHo ,w v.e.e SPANS (MIN 3350 PSI) A: er � O oF UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES : "'``! (in) (in) RI 24 22 20 18 12 24 22 20 18 12 48 130 130 130 130 130 48 130 130 130 130 130 ��0���1�1Gol' G 54 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 78 123 130 130 130 130 84 130 130 130 130 130 84 114 1 125 130 130 130 z 90_ 130 130 130 130 130 90 107 116 128 130 130 E 96 125 130 130 130 130 96 100 109 120 130 1 130 1 91. 3; F 102 118 128 130 130 130 102 94 103 113 125 130 ►A �_73 F 108 ill 121 130 130 130 108 89 97 107 119 130 V� 114 105 115 126 130 130 114 84 92 101 112 130 120 100 109 120 '130 130 120 80 87 96 107 130 U 126 95 104 114 127 130 126 76 83 91 102 130 Z 132 91 99 109 121 130 132 73 79 87 97 130 _ m 138 87 95 104 116 130 138 70 76 83 93 130 uj ° 144 83 91 100 Ill 130 144 67 73 80 89 130 w N E 150 80 87 96 107 130 150 64 70 77 85 128 0! — E; 156 77 84 92 103 130 156 62 67 74 82 123 162 74 81 89 99 130 162 59 65 71 79 119 LL o 168 71 78 86 95 130 168 57 62 69 76 114 0 0 0 LL 174 69 75 83 92 130 174 55 60 66 74 110 w-6 w. _ 180 67 73 80 89 130 180 53 58 64 71 107 186 65 70 77 86 129_ 186 52 56 62 69 103 o 192 60 60 60 60 60 192 50 55 60 60 60 <Q N 0 N < z D 198 60 60 60 60 60 198 48 53 58 60 60 — z D 204 59 60 60 60 60 204 47 51 56 60 60 0 3 210 57 60 60 60 60 210 46 50 55 60 60 V 216 56 60 60 60 60 216 44 48 53 59 60 222 54 59 60 60 60 222 43 47 52 58 '60 228 53 57 60 60 60 228 42 46 51 56 60 O 234 51 56 60 60 60 234 41 45 49 55 60 0 o C 240 50 55 60 60 60 240 40 44 48 53 60 v) 246 49 53 59 60 60 246 39 43 47 52 60 C a 252 48 52 57 60 60 252 38 42 46 51 _ 60 w 258 47 51 56 60 60 258 37 41 45 50 60 264 45 50 55 60 60 264 36 40 44 48 60 0 — o _ 270 44 48 53 59 60 270 36 39 43 47 60 o 276 43 47 52 58 60 276 35 38 42 46 60 3 0 282 43 46 51 57 60 282 34 37 41 45 60 '�zL B 288 42__45 __50 56 60 288 33 36 40 44 60 j¢ W _ 3z¢� 294 41 45 49 54 60 294 33 36 39 44 60 C) z m B 300 40 44 48 53 60 300 32 35 38 43 60 8 306 39 43 47 52 60 306 31 34 38 42 60 Q zzz 312 38 42 46 51 60 312 31 34 37 1 41 1 60 Z o w t A A 18 12 l 10 9 8 7 6 5 4 3 2 I 12 1 1 10 9 8 7 6 5 4 3 2' I JEFFREYFC FIR 1.P.E. CONCRETE FILLED BLOCK/CMU TABLE -REINFORCED WITH MIN W5 BAR IN CONCRETE FILLED CELL H 1/2"Drop In 3/8"Drop In - T, 3/8"LDT ANCHOR �� POURED REINFORCED" POURED REINFORCED* - ... 'S0974 '•F SCREEN SCREEN POURED REINFORCED" SCREEN (MIN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) AL' Lvp nN ORiGP AL RE SEAL SPANS UP TO ANCHOR SPACING(INCHES). UP TO A': CST A UP TO ANCHOR SPACING INCHES 18 16 14 12 10 (in) ANCHOR SPACING(INCHES) 's�� 24 20 1 16 1 12 10 48 130 130 130 130 130 18 16 .14 12 10, 0 1000 48 130 130 130 130 130 48 130 130 130 130' 130 '' NA L9V 54 130 130 130 130 130 � � G 54 130 130 1 130 130 130_ 60 130 130 130 130 130 54 130 130 130 130 130 1nnILak" ,G 60 130 130 130 130 130 66 130 130 130 130 130 60 .130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 66 130 130 130 130, 130 30 " 72 1 130 130 130 130 78 130 130 130 130 130 72 120, 130 130 130 130 f�►A 78 130' 130 130 130 130 78 111 125 130 130 130 M UA 84 123 130 130 130 130 84 130 130 130 130 130 84 103 116 130 130 130 90 115 129 130 130 130 W�� 90 130 130 130 130 130 90 96 108 123 130 130 96 108 121 130 130 130 96 130 130 130 1 130 130 96 90 . 101 116 130 130 <=� 102 1'01 114 130 130 130 F 102 129 130 130 130 130 108 96 108 123 130 130 102 85 95 109 127 130 �/� d�M F 108 122 130 130 130 130 - 108 80 90 103 120 130 (n 114 116 130 130 130 13D 114 91 102 116 130 130 114 76 85 97 114 130 120 86 97 Ill 129 130 120 110 130 130 130 130 126 82: 92 105 123 130 120 72 81 93 108 130 1 U m 126 105 126 130 130 130 132 78 88 101 717 130 126 69 77 '88 103 .123 z > 132 100 120 130 130 130 138 75 84 96 112 130 132 65 74 84 98 118 — 138 96 115 130 130 130 144 72 81 92 108 129 138 63 70 80 94 113 144 92 110 130 130 130 144 60 68 77 90.. 108 L1 N 150 69 77 88 103 124 E 150_ 88 _106 130 130 130 156 66 74 85 99 119 150 58 65 74 86 104 w E' 156 85 102 127 130 130 162 64 72 82 96 1 115 156 55 62 71 83 100 V w w 162 81 98 122 130 130 168 61 69 79 92 1 111 162 53 60 69 '80 96 LL o - 168 79 94 118 130 130 168 51 58 66 77 93 w o 174 59 67 76 89 107 174 76 91 114 130 130 180 57 65 74 86 103 174 50 56 .64 74 89 z w .o 180 73 88 110 130 130 186 55 62 71 83 100 180 48 54 62 72' 86 — ,w 2 a S 186 71 85 106 130 130 186 46 52 60 70 84 F- Z 192 60 60 60 60 60 192 54 60 60 60 60 192 45 51 58 60 60 Ile d 0 198 52' 59 60 60 60 N D 198 60 _60 60 60 60 198 44 49 56 60 60 Q .� _ z 1D -- -- ------ ------. . 204 51 57 60 60 60 204 60 60 60 60 60 210 49 55 60 60 60 204 42 48 54 60 60 ° 3 210 60 60 60 60 60 216 48 54 60 —60—T 60 210 41 46 53 60 60 U) 216 60 ,60 60 60 60 222 46 52 60 60 1 60 216 . 40 45 51 60 60 222 59 60 60 1 60 60 228 45 51 58 60 1 60 222 39 1 44 50' 58 60 < 228 58 60 60 60 60 228 38 43' I 49 57 ' 60 s 234 44 50 57 60 60 234 56 60 60. 60 60 234 246 43 48 55 60 42 47 54 60 60 60 w 37 42 47 55 60 0 o 240 55 60 60 60 60 24 240 36 41 46 54 60 V) C. 246 _ 54 _60 60 60 60 252 41 46 53 60 60 246 35 40 45 53 ..60 Cl 252 52 60 60 60 60 252 34 39 44 .51 60 _ 258 51 60 60 60 60 258 40 45 51 60 60 258 33 38 43. 50 60 � o z 264 39 44 50 59 60 f W 264 50 60 60 60 60 264 33- 37 42 49 59' o = `_ w 270 49 59 60 60 60 270 38 43 49 57" 60 270 32 36 41 48 58 =o 276 37 42 48 56 60 L- Z 276 48 57 60 60 60 276 31 35 40 47 56 282 37 41 47 55 60 =o o`> 282 47 56 60 60 60 288 36 40 46 54 60 282 31 34 39 46 55 0 c=o 288 46 55 60 60 60 294 35 39 45 53 60 288 30 34 39 45 54 = d Z a w ` e 294 45 54 60 60 60 300 34 39 44 52 60 294 29 33 38' 44 53 U 3 Z m IB. 300 44 53 60 60 60 306 34 38 43 51 60 300 49 32 37 43 ' 52 o z 306 43 52 60 60 60 312 33 37 43 50 60 306 28 32 36 42 51 < 3 312 42 51 60 60 60 312 - 3.1 36 42 50 2. W's 318 32 37 42 49 58 z i ; _ 318 42 50 60 60 60 324 32 36 41 48 57 318 - 31 35 41 49 324 41 49 60 1 60 60 330 31 35 40 47 56 324 - .30 34 40 48 15 N 330 40 48 60 60 60 336 31 35 39 46 55 330 29 34 39 47 336 39 47 59 60 60 342 30' 54 336 - 29 33 39 46 34 39 45 A 342 39 46 58 60 60 348 30 53 354 29 33 342 - 28 32 38' 45 A 33 38 44 348 38 46 57 60 60 348 - - 32 37 45 1 354 37 45 56 60 60 360 29 32 37 37 43 44 52 354 31 37 . 44 I 360 37 44 55 60 60 52 360 31 36 43 12' -.11 10 9 8 .7 6 5 4 3 2 - 1 12 II 10 9 8 7 6_ 5 4 3 2 1 ._ _JEFFR#PC.� 41��IallAivp"'% CONCRETE FILLED BLOCK/CMU TABLE 'REINFORCED WITH MIN 45 BAR IN CONCRETE FILLED CELL "5/16 ULTRACON TRAP BRACKET TW 1Nsf H qq POURED REINFORCED' 5/16"UI _ No,5097 SCREEN (MIN 3515 PSI) * ' _ SPANS SCREEN POURED REINFORCED; VA 109bYW NO'LIINAI P.E �` UP TO SPANS (MIN 3000 PSI) F (in) ANCHOR SPACING(INCHES) UP TOA '�; ANCHOR SPACING INCHES F 18 16 14 12 10 (i�) FOR V 24 22 20 18 12 c� �"•" 48 130 130 130 130 130OA� 54 130 130 130 130 130 48 130 130 130 130 130 n H�La�A G 60 130 130 130 130 130 54 130 130 130 130 130 G 66 130 130 130 130 130 60 130 130 130 130 1 130 72 130 130 130 130 130 66 130 130 130 130 1306 78 120 130 130 130 130 72 130 130 130 130 130 84 Ill 130 130 130 130 78 123 130 130 130 1 130 o? 84 114 125 130 130 130 u� 90 104 130 130 130 130 i^ 96 98 125 130 130 130 90 107 116 128 130 130 „ 102 92 118 130 130 130 96 100 109 120 130 130 F 108 87 111 130 130 130 102 94 103 113 125 130 114 82 106 130 130 130 108 89 97 107 119 130 v� 120 78 100 130 130 130 114 84 92 101 112 130 126 74 96 130 130 130 120 80 87 96 107 '130 U 132 71 91 128 130 130 126 76 83 91 102 130 Z 138 68 87 122 130 130 132 73 79 87 97 _130 — 144 65 84 117 130 130 138 70 76 83 93 130 W 130 62 80 112 130 130 144 67 73 80 89 130 E 156 60 77 108 130 130 150 64 70 77 85 128 x E 162 58 74 104 130 130 156 62 67 74 82 123 V) .W 168 56 72 100 125 130 162 59 65 71 79 119 o 174 54 69 97 121 130 168 57 62 69 76 114 o 8 t2 LL 180 52 67 94 117 130 174 55 60 66 74 1 110 Z } 186 50 65 91 113 130 180 53 58 _64 71 1 107 — 2 P w Z 186 52 56 62 69 103 192 49 60 60 60 60 o ; m .Z 198 47 60 60 60 60 192 50 55 60 67 100 a 0 D 204 46 59 60 60 60 198 48 53 58 65 97 Q z D' 204 47 51 56 63 94 210 45 57 60 60 60 216 43 56 60 60 60 210 46 50 55 61 91 V _ 222 42 54 60 60 60 216 44 48 53 59 89 228 41 53 60 60 60 222 43 47 52 58 86 x u 234 40 51 60 60 60 228 42 46 51 56 84 0 240 39 50 60 60 60 234 41 45 49 55 82 o 246 38 49 60 60 60 240 40 44 48 53 80 V) C 252 37 48 60 60 60 246 39 43 47 52 78 o C' 258 36 47 60 60 60 252 38 42 46 51 76 w o i 264 35 46 60 60 60 258 37 41 45 50 74 ¢ �. o 270 35 45 60 60 60 264 36 40 44 48 73 p o i s�o 276 34 44 60 60 60 270 36 39 43 47 71 c z'g 282 33 43 60 60 60 276 35 38 42 46 70 o°- 288 33 42_ 59 60 60 282. 34 37 41 45 1 68 p a o 8 294 32 41 57 60 60 288 33 36 _40 44 _67 = d g w 300 31 1 40 56 60 60 294 33 36 39 44 65 1 U = z F .B 306 31 39 55 60 60 300 32 35 38 43 54 z 312 30 39 54 60 60 306 31 34 38 42 63 3 5 318 29 38 53 60 60 312 31 34 37 41 62 z 2 F 324 29 37 52 60 60 o a a a 330 28 36 51 60 60 10G 336 36 50 60 1 60 q 342 35 49 60 60 q 3 3 48 60 60 /'�O 354 54 - 344 48 59 60 360 33 47 59 60 L 12 1 1 10 9 tl 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 I 1EFFREY C.F tYgq!2Ai�y� GROUT FILLED BLOCK/CMU TABLES eP �' :F•.: NT%,, EHSF'•: o': H 1 2'Drop In 3/8"Drop In 1/4' Drop In � * q9� SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS * * _ SPANS SPANS SPANS UP TO UP TO UP TO vui�s artNo r.S—, in ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES F' ' ( 24 20 16 12 10 ('n( 18 16 1a 12 10 (in) 12 10 e 6 adRI s"� y �� 48 130 130 130 130 130 48 130 1 130 1 130 130 1 130 48 130 130 130 130 130 54 130 130 130 130 130 54 130 130 130 130 1 130 54 127 130 '130 130 130 60_ 130 130 __130 130 130 60 130 130 130 130 130 60 114 130 130 130 130 G 66 130 130 130 130 130 66 130 130 130 130 130 66, 104 124 130 130 130. 'G 72 130 130 130 130 130 72 121 130 130 130 130 72 95 114 130 130 130 78 130 130 130 130 130 78 112 126 130 130 130 78 88 105 130 130 130 W 4/p L� 84 130 130 130 130 130 84 104 117 130 130 130 84 81 98 122 130 130 - 90 130 130 130 130 130 90 97 109 125 130 130 90 76 91 114 130 130 r 96 125 130 130 130 130 96 1 91 1 102 117 130 130 96 71 86 107 130 130 102 118 130 130 130 130 102 85 96 110 128 130 102 67 80 101 130 130 F 108 _111_ 130 130 130 130 108 81 91 104 121 130 108 63 76 95 127 130 F 114 105 126 13C 130 130 114 76 86 98 115 130 114 60 72 90 120 130 YJ 120 100 120 130 130 130 120 73 82 93 109 130 120 57 66 86 114 130 126 95 114 130 130 130 126 69 78 89 104 125 126 '54 65 81 109 130 U ,a 132 91 109 130 130 130 132 66 74 85 99 119 132 52 62 78 104 130 Z 138 87 104 130 130 130 138 63 71 81 95 114 138 50 59 74 99 130 — x 144 83 100 125 130 130 144 61 68 78 91 109 144 48 57 71 95 130 vi m 150 80 96 120 130 130 150 58 65 75 87 105 150 46 55 68 91 130 W E 156 77 _92_ 115 130 130 156 56 63 72 84 101 156 44 53 66 88 130 E 162 74 89 Ill 130 130 162 54 61 69 81 97 162 42 51 63 84 127 H 168 71 86 107 130 130 168 52 58 67 78 93 168_ 41 49 61 81 122 c W w 174 69 83 103 130 130 174 50 56 64 75 90 174 39 47 59 79 118 0 N a a 180 67 80 100 130 130 180 48 55 62 73 87 180 38 46 57 76 114 w z 186 65 77 97 129 130 186 47 53 60 70 84 186 37 44 55• 74 110 Z W f a w 192 60 60 60 1 60 60 192 45 51 58 60 60 192 36 43 53 60 60 I— a m o 198 61 60 60 1 60 60 198 44 50 57 60 60 198 35 41 52 60 60. � p N a z p 204 59 60 60 60 60 204 43 48 55 60 60 204 34 40 50 60 60 Q m p 210 57 60 60 60 60 210 42_ 47 53_ _60_ 60 _210 39 49 60 60 3 216 56 60 60 1 60 60 216 40 45 52 60 60 216 32 38 48 60' 60 N w 222 54 60 60 60 60 222 39 44 51 59 60 222 31 37 46 60 60 . 228 53 60 60 60 60 228 38 43 49 57 60 228 30 36 45 60 60 234 51 60 60 60 60 234 37 42 48 56 60 234 29 35 44 58 60 g 240 50 60 60 60 60 240 36 41 47 55 60 240 29 34 43 57 60. 0 o 246 49 59 60 60 60 246 35 40 46 53 60 246 28 33 42 56 60 ~ C 252 48 57 60 60 60 _ 252 35 39 44 52 60 252 33 41 54 60 N C. 258 47 56 60 60 60 258 34 38 43 51 60 258 32 40 53 60 a 264 45 55 60 60 60 264 33 37 42 50 59 264 31 39 52 60 w o F o 270 44 53 60 60 60 270 32 36 42 48 58 270 30 38 51 60 p i S W 276 43 52 60 60 60 276 32 36 41 47 57 276 30 37 '50 60 1z R`o 0 282 43 51 60 60 60 282 31 35 40 46 56 282 29' 36 49 60 w 3 0 288 42 50 60 60 60 288 30 34 39 45 55 288 - 29 36 48 60. 'z Ei o 294 41 49 60 60 60 294 30 33 38 44 53 294 28 35 47 60 d< W g 300 40 48 60 60 60 300 29 33 37 44 52 1 300 - 34 46 60' _ n 3 z gi 306 39 47 59_ 60 60 306 28 32 37 43 51 306 34 45 60 o o 312 38 46 b8 60 60 312 31 36 42 50 312 - 33 44 60 318 38 45 57 60 60 318 31 35 41 49 _318 - 32 43 60 Z .o 2 S 324 37 44 56 60 60 324 30 35 40 48' 324 - - 32 42 60, 330 36 1 44 55 1 60 60 330 30 34 40 48 330 31 41 60- 336 36 43 54 60 60 336 29 33 39 47 336 31 41 60 342 35 42 53 60 60 342 29 33 38 46 342 30 40 60 A 348 34 41 52 60 60 348 28 32 38 45 348 29 39 59 A 354 34 41 51 60 60 354 - 32 37 44 1 354 1 29 39 58 1 360 33 40 50 60 60 360 31 36 44 360 .29 38' 57 I 12 I1 10 9 8 7' 6 5 4 3_ 2 _ 1 12 II 10 9 8 7- 6 5 4 3 .2_ 1 JEFFREY C.F MWP�P�E!u�ip� GROUT FILLED BLOCK/CMU TABLES ",: � `��'EN�aNj - H 3/8"THREADED ROD& 1/4"PANELMATE INSERTS 1 44"PANELMATE FEMALE 1 4"PANELMATE MALE' SCREEN SCREEN SCREEN �974 GROUT FILLED CELLS GROUT FILLED CELLS GROUT FILLED CELLS - SCREEN GROUT FILLED CELLS SPANS SPANS SPANS = SPANS UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO "ANCHOR SPACING INCHES ° N08 "o UP TO (in) 12 10 8 6 4 (in) 12 10 8 6 4 (in) 12 10 8 6 4 -F (in) ANCHOR SPACING INCHES 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 18 16 14 12 8 48 130 130 130 130 130 54 130 130 130 130 130 54 117 130 130 130 130 54 117 130 130 130 130V70 LNG�o° 54 130 130 130 130 130 60 130 130 130 130 130 60 105 126 130 130 130 60 102 130 130 130 130 G 60 130 130 130 130 130 66 130 130 130 130 130 66 96 115 130 130 130 66 99 119 130 130 130 0 ,G 66 130 130 130 130 130 72 130 130 130 130 130 72 88 105 130 130 130 72 91 109 130 130' 130 72 130 130 130 130 130 78 128 130 130 130 130 78 81_ 97 121 130 -130 78 84 101 126 .130 130 78 _ 121 _130 _130 130 130 84 119 130 130 130 130 84 75 90 113 130 130 84 78 94 117, 130 130 a 84 112 126 130 130 130 90 111 130 130 130 130 90 70 84 105 130 130 90 73: 87 109 130 130 90 105 118 130 130 130 96 104 125 130 130 130 96 66 79 99 130 130 96 68 82 102 .130 130 � 96 98 Ill 126 130 130 102 98 118 130 130 130 102 62 74 93 124 130 102 64 77 96 128 130 L c„9- 102 93 104 119 130 130 108 93 111 130 130 130 108 58 70 88 117 130 108 61 73 91 121 130 N , F 108 87 98 112 130 130 114 88 105 130 130 130 114 55 66 83 Ill 130 114 57 69 86 115 130 v F' 114 83 93 106 124 130 120 83 100 125 130 130 120 53 63 79 105 130 120 55 66 82 109 130 120 79 89 101 118 130 126 79 95 119 130 130 126 50 60 75 100 130 126 52 62 78 104 130 126 75 84 96 112 130 132 76 91, 114 130 130 132 48 57 72 96 130 132 50 60 74 99 130 U 132 72 80 92 107 130 138 73 87 109 130 130 138 46 55 69 91 130 138 47 57 71 95 130 Z 138 68 77 88 103 130 144 70 83 104 130 130 144 44 53 66 '88 130 144 46 55 68 91 130 vi 144 66 74 84 98 130 150 67 80 100 130 130 150 42 50 63 84 126 150 44 .52 66 87' 130 LLl 150 63 71 81 94 130 156 64 77 96 128 130 156 40 49 61 81 121 156 42 50 63 84 126 E 156 61 68 78 91 130 162 62 74 93 124 130 162 39 47 58 78 117 162 40 49 61 81 121 F' 162 58 66 75 87 130 168 60 71 89 119 130 168 38 45 56 75 113 168 39- 4Z 59 78 '117' N 168 56 63 72 84 126 174 58 69 86 115 130 174 36 44 54 73 109 774 38 45 56 75 113 o N _174 54__61_ 70 81 122 180 56 67 83 111 130 180 35 42 53 70 105 180 36 44 55 73 109 1) 0 x 0 180 52 59 67 79 118 186 54 65 81 108 130 186 .34 41 51 68 102 186 35 42 53 70 106- Z 3,i a w. 186 51 57 65 76 114 192 52 60 60 60 60 192 33 39 49 60 60 192 .34 41 51- 60 60 — w z 192 49 55 63 60 60 198 51 60 60 60 60 198 32 38 48 60 60 198 33 40 50 60 60 o m m z D 198 48 54 60 60 60 204 49 59 60 60 60 204 31 37 46 60 60 204 .32 39 48 60 60 Q m 0 ` z D; 204 46 52 59 60 60 210 48 57 60 60 60 210 30 36 45 60' 60 210 31 37 47 60 60 0 3 210 45 51 58 60 60 216 46 56 60 60 60 216 29 35 44 58 60 216 30 36 46 60 '60 N 216 44 49 56 60 60 222 45' 54 60 60 60 222 28 34 43 57 60 222 30 35 44 59 60 222 43 48 55 60 60 228 44 53 60 60 60 228 - 33' 42 55 60 .228 29 34 43 57 60 2 U 228 41 47 53 60 60 234 43 51 60 60 60 234 - 32 40 54 60 234 28 34 42 56 60 0_' u 234 40 45 52 60 60 240 42 50 60 60 60 240 - 32 39 53 60 240 - 33 41 55 60 0 o 240 39 44 51 59 60 246 41 49 60 60 60 246 - 31 38 51 60 246 32 40 53' 60 N C 246 38 43 49 58 60 252 40 48 60 60 60 252 - 30 38 50 60 252 31 N.36 52 60 252 37 42 48 56 60 258 39 47 58 60 60 258 - 29 37 49 60 258 30 51 60 o C; 258 37 41 47 55 60 264 38 45 57 60 60 264 29 36 48 60 .264 30 50 60 L z w 264 36 40 46 54 60 270 37 44 56 60" 60 270 - 35 47 60 270 29' 49' 60 0 = o W 270 35 39 45 52 60 276 36 44 54 60 60 276 - 34 46 60 276 - 28 47 60 276_ 34 38_ 44 51 60 282 35 43 53 60_ 60 282 - 34 45 60 282 - - 46 60 w 3 o282 33 38 43 50 60 288 35 42 52 60 60 288 33 44 60 288' - 46 60 >_ 5i288 33 37 42 49 60 294 34 41 51 60 60 294 - - 32 43 60 294 45 60 S,�,�w B 294 32 36 41 48 60 300 33 40 50 60 60 300 - - 32 42 .60 300 33 44 60 = Z m ;B' 300 31 35 40 47 60 306 33 39 49 60 60 306 - - 31 41 60 306 32 43 60 U o G o 306 31 35 40 46 60 312 32 38 48 60 60 312 - 30 40 60 312 32 42 60 ��a z 312 30 34 39 45 60 318 31 38 47 60 60 318 - - 30 40 60 318 - 31 41 60 N o.3 318 30 33 38 45 60 324 31 37 46 60 60 324 - - 29 39 58 324 - 30 40 60 z .� 330 30 36 45 60 60 330 - - 29 38 57 330. - 30 40 60 0' o 324 29 33 37 44 60 -- - 330 29 32 37 43 60 336 30 36 45 60 60 336 - - 28 38 56 336 - 29 39 59 0 336 28 32_ 36 42 _ 60 342 29 35 44 59 60 342 - - - 37 55 342 - 29 38 57 A 342 - 31 35 41 60 348 29 35 43 58 60 348 36 54 348 28 38. 56 q 348 31 35 -Ti— 60 354 28 34 42 S7 60 354 36 53 354 28 37 56 354 30 34 40 60 360 33 42 56 60 360 - - 35 53 360 - - 36 ' 55 2 2 360 30 34 39 59 12 I I . IU y 8 7 6 5 -4 - - .. 3-- - --2 _ - 1 12 11 10 9 8 7 6 5 4 _ _ 3 2__- JEFFREY C.F Nb Af44i,r ' GROUT FILLED BLOCK/CMU TABLES "P;�F F° I 5/16"ULTRACON ___ ____1 4"TAPCON STRAP BRACKET W/TWO STRAP BRACKETW7T9T0 H SCREEN GROUT FILLED BLOCK SCREEN GROUT FILLED CELLS 5 16"ULTRACON 1/4"CRTAPCON ETE-FLEX or 1/4" _ 0 ", SPANS SPANS SCREEN = (� UP TO UP TO SPANS GROUT FILLED CELLSSCREEN - of iecsru (in) ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES UP TO SPANS GROUT FILLED CELLS .0� 18 16 14 12 10 12 10 8 6 4 ANCHOR SPACING INCHES :' . )in) UP TO ANCHOR SPACING INCHES qR J m 48 130 1 130 130 130 130 48 115 130 130 130 130 16 14 12 10 8 )in) }•.�o�.K 54 129 1 130 130 130 130 1 54 102 123 130 130 130 48 130 130 130 130 130 1 16 14 12 10 8G,NC�� G 60 116 1 130 130 130 130 60 92 110 130 130 130 _54 130 130_130__130 130_ 48 130 130 130 130 130 �isss s0s�s,s, ` 54 130 130 130 130 130 G 66 105 127 130 130 130 66 84 100 125 130 130 60 130 130 130 130 130 n 72 97 116 130 130 130 72 77 92 115 130 130 60 120 130' 130 130 130 66 130 130 130 130 130s 72 130 130 130 130 130 66 109 125 130' 130 130 78 89 107 130 130 130 78 71 85 106 130 130 _ 84 83 99 124 130 130 84 66 79 99 130 130 78 123 130 130 130 130 72 100 114 130 '130 130 fr 90 77 93 116 130 130 90 bl 74 92 123 130 84 114 729 130 130 130 78 92 105 123 130 130 _ 96 73 87 109 130 130 96 58 69 86 115 130 90 107 120 130 130 130 84 86 1 98 114 130 130 102 68 82 1 102 130 130 102 54 65 81 108 130 1 96 100 113 129 1 130 130 90 80 91 107 128 130 LL >ry F 108 64 77 97 129 130 108 51 61 77 102 130 102 94 106 121130 130 96 75 86 100 120 130 1r�A s 114 61 73 92 122 130 114 48 58 73 97 130 108 89 100 114 130 130 102 71 81 94 113 130 MI F 120 58 70 87 116 130 120 46 55 69 92 130 114 84 95 108 126 130 108 67 76 89 107 130 126 55 66 83 110 130 126 44 53 66 88 130 120 80 90 103 120 130 114 63 72 84 101 126 132 53 63 79 105 127 132 42 50 63 84 125 126 76 86 98 114 130 120 60 69 .80 96 120 U w 126 57 65 76 91 114 Z > 138 50 61 76 101 121 138 40 48 60 80 120 132 73 82 94 109 130 — _ 144 48 58 73 97 116 144 38 46 58 77 115 138 70 78 89 104 130 132 55 62 73 87 109 150 46 56 70 93 Ill 150 37 44 55 74 110 144 67 75 86 100 130 138 52 _ 60 70 83 104 156 45 54 67 89 107 156 35 42 53 71 106 150 64 72 82 96 130 144 50 57 67 80 100 W E 150 48 55 64 77 96 0, E 162 43 52 64 86 103 162 34 41 51 68 102 156 62 69 79 92 130 168 41 50 62 83 99 168 33 39 49 66 99 162 59 67 76 89 130 w 156 46 53 62 74 92 1n LL 168 57 64 73 86 129 162 44 51 59 71 89 8 LL 174 40 48 60 80 96 174 32 38 48 63 95 w v o 180 39 46 58_ 77 93 180 31 37 46 61 92 174 55 62 71 83 124 168 43 49 57 69 86' 186 37 45 56 75 90 186 30 36 45 59 89 180 53 60 69 80 120 174 41 47 55' 66 83 Z } 192 36 44 54 60 60 192 29 35 43 58 86 186 52 58 66 77 116 180 40 46 53 64 80 198 35 42 53 60 60 198 28 33 42 56 60 192 50 56 60 60 60 186 39 44 52 62 77 p m o D 204 34 41 51 60 60 204 32 41 54 60 198 48 55 60 60 60 192 38 43 50 60 60 Q " z D 210 33 40 50 60 60 210 32 39 53 60 204 47 53 600 60 198 36 42 48 58 60 216 32 39 48 60 60 216 31 38 51 60 210 46 51 59 60 60 204 35 40 47 56 60 V) w 222 31 38 47 60 60 222 30 37 50 60 216 44 50 57 60 60 210 34 39 46 55 60 228 31 37 46 60 60 228 29 36 48 60 222 43 49 56 60 60 216 33 38 44 53 60 234 30 36 45 59 60 _ 234 28 35 47 60 228 42 47 54 60 60 222 32 37 43 52 60 228 32 36 42 51 60 240 29 35 44 58 60 240 - 35 46 60 234 41 46 53 60 60 234 31 35 41 49 60 0 � 246 28 34 42 57 60 246 - 34 45 60 240 40 45 51 60 60 C 252 33 41 55 60 252 33 44 60 _ 246 39 44 50 59 60 240 30 34 1 40 48 1 60 258 32 40 54 60 258 32 43 60 252 38 43 49 57 60 246 29 33 39 47 59 o C 264 32 40 53 60 264 31 42 60 258 37 42 48 56 60 252 29 33 38 46 57 o z 270 31 39 52 60 270 31 41 60 264 36 41 47 55 60 258 28 32 37 45 56 ¢ a o W 276 30 38 50 60 276 - 30 40 60 270 36 40 46 53 60 264 - 31 36 44 55 o 282 30 37___49 59 282 29 39 59 276 35 39 45 52 60 270 30 36 43 53 W 3 o Q 288 29 36 48 58 288 _ 29 38 58 282 34 38 44 51 60 276 30 35 42. 52 N Z•5 294 28 36 47 57 294 - 28 38 56 288 33 38 43 50 60 282 29 34 41 51 0 288 29 33 40 50 = B B 300 35 46 56 300 - 37 55 294 33 37 42 49 60 3 306 34 45 55 306 36 54 300 32 36 41 48 60 294 28 33 39 49 U o C`o 312 33 45 54 312 35 53 306 31 35 40 47 60 300 32 38 48 -a 318 33 44 53 318 35 52 312 31 35 40 46 60 306 31 38 47 o o.g 1. 324 32 43 52 324 34 51 312 3 37 46 zo G g E 330 32 42 I 51 330 33 50 0 =6 N 336 31 41 50 336 33 49 342 31 41 49 342 32 48 A 348 30 40 48 348 _32_ 48 �� A 354 29 39 47 354 31 47 360 29 39 46 360 31 46 12 11 10 9' 8 7 6 5 4 3 .2! 12 11 10 9 8 7 6 5 4 3 2 t` JEFFREY HOLLOW BLOCK TABLES H 1 N LMATE INSERTS 1/4"PANELMATE FEMALE 1/4"PAN ELMATE MALE �O��H•, o SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK = r * 4 im= SPANS SPANS SPANS %WIINORA FAl UP TO ANCHOR SPACING INCHES UP TO ANCHOR'SPACING INCHES UP TO ANCHOR SPACING INCHES Er . (n) 12 10 8 6 4 (in) 12 10 8 6 4 �'n� 12 1 10 8 1 6 1 4 48 130 130 130 1 130 130 48 125 1 130 130 1 130 130 48 125 130 130 130 130 54 130 130 130 1 130 130 54 111 130 130 1 130 130 F 54 111 130 130 130 130 G 60 130 130 130 130 130 60 1 100 120 130 130 130 1 60 100 120 _130 130 130 :G 66 130 130 130 130 130 66 91 109 130 130 130 66 91 109 130 130 130 72 130 130 130 130 130 72 83 100 125 130 130 72 83 100 125 130 130M 78 123 130 130 130 130 78 77 92 115 130 130 78 77 92 115 130 130 ////���y�y///►�//yy ua 84 114 130 1 130 130 130 84 71 86 107 130 130 84 71: 86 107 130 130 W 4J1 90 107 128 1 130 130 130 90 67 80 100 130 130 90 67 80 100 130 130 a 96 100 120 130 130 130 96 63 75 94 125 130 96 63 . 75 94 125 130 102 94 113 130 130 130 102 59 71 88 118 130 102 59 71 88 118 130 F 108_ 89 _ 107 130 130 130 108 56 67 83 Ill 130 108 56 67 83 1 Ill 130 �A d m5i F 114 84 101 126 130 130 114 53_ 63 79 105 130 114 53 63 79 105: 130_ (n - 120 80 96 120 130 130 120 50 60 75 100 130 120 50 60 75 100 130 126 76 91 114 130 130 126 48 57 71 95 130 126 48 57 71 95 130 U oe 132' 73 87 1 109 130 130 132 45 55 68 91 130 132 45 55 68 91 130 Z > 138 1 70 83 104 130 130 138 43 52 65 87 130 138 43 52 65 87 130 144 1 67 80 1 100 130 130 144 42 50 63. 83 125 144 42 50 63 83 125 vj 150 64 77 96 128 130 150 40 48 60 80 120 150 40 48 60 80 120 W E 156 62 74 92 123 130 156 38 46 58_ 77 115 156 38 46 58 77 115 E, 162 59 71 89 119 130 162 37 44 56 74 111 162 37 44 56 74 111 I— t-u 168 57 69 86 114 130 168 36 43 54 71 107 768 56 43 54 71 107' � LL 174 55 66 83 110 130 174 34 41 52 69 103 174 34 41 52 69 103 17i H LL 180 53 64 80 107 130 180 33 40 50 67 100 180 33 40 50 67 100 o w z = 186 52 62 77 103 130 186 32 39 48 65 97 186 32 39 48 65 97 Z w a w 192 50 60 60 60 60 192 31 38 47 60 60 192 31 38 47 60 60 F- o , a m o 198 48 58 60 60 60 198 30 36 45 60 60 198 30 36 45 60 60 w a o "� ¢ z p 204 47 56 60 60 60 204 29 35 44 59 60 204 29 35 44 59 60 Q °� LL z p 210 46 55 60 60 60 210 29 34 43 57 60 210 29 34 43 57 60 ° 3 216 44 53 60 60 60 216 28 33 42 56 60 216 28 33 42 56 60 V) 222 43 52 60 60 60 222 - 32 41 54 60 222 32 41 54 60 C 228 42 51 60 60 60 228 32 39 53 60 228 32 39 53 60 234 41 49 60 60 60 234 31 38 51 60 234 - 31 38 51 60 240 40 48 60 60 60 240 30 38 50 60 240 30 38 50 60 0 o 246 39 147 59 _60 60 246 29 37 49 60 246 29 37 49 60 V) C 252 38 46 57 60 60 252 29 36 48 60 252 29 36 48 60 C, 258 37 1 45 56 60 60 258 _ 28 35 47 60 258 - 28 35 47 '.60 Lu 264 36 44 55 60 60 264 - 34 45 60 264 - - 34 45 60 z 270 36 1 43 53 60 60 270 - 33 44 60 270 - 33 44 60 Q o G z 276 35 1 42 52 60 60 276 33 43 60 276 - 33 43 .60. o €FE o 282 34 41 51 60 60 282 - 32 43 60 282 - 32 43 60 s o< 288 33 40 50 60 60 288 31 42 60 288 - 31 42 60 '-_cii m 294 33 39 49 1 60 60 294 31 41 60 294 - 31 41 60 d i p B 300 32 38 48 60 60 300 30 40 60 300 - 30 40 60 U c B 306 31 1 38 47 60 60 306 29 39 59 306 29 39 59 o�" m 312 31 37 46 60 60 _312_ _ - 29 38 58 312 29 38 58 3.5 318 30 36 45 60 60 318 28 38 57 318 M28f'3857 W324 30 36 44 59 60 324 37 56 324 56330 29 35 44 58 60 330 36 55 330 55 0 336 29 34 43 57 60 336 36 54 336 5442 56 60 342 35 53 342 53A 348 33 41 55 60 348 - 34 52 348 I - 52 �� A 35433 41 54 60 354 34 51 354 I 51360 32 40 53 60 360 33 50 360 50 12 1 1 10 9 8 7 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 ?' JEFFRUPC.F tunCEuu„� / HOLLOW BLOCK TABLES .,; •••• H 1 4"CRETE-FLEX 3/8"THREADED ROD&EPDXY 3/8"HOLLOW SET(Simpson) SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK SCREEN I . 5"9j4 SPANS HOLLOW BLOCK = UP TO SPANS (with 3-1/2"SCREEN TUBE) SPANS - ANCHOR SPACING INCHES UP TO Up TO v� need (in) 12 10 8 6 4 ANCHOR SPACING INCHES ANCHOR SPACING INCHES 4v= 48 120 130 130 130 _130 (in) 12 10 8 6 (in) 12 10 8 6 4 % AID ,,.•'�C�,��~ 54 107 1 128 130 130 130 48 130 130 130 130 48 63 75 94 125 188 54 130 130 130 130 54 56 67 83 111 167 ip � 60 96 115 130 130 130 �iRinnn`` . ` G 60 120 130 130 130 60 50 60 75 100 150 ' 66 87 1105 130 130 130 � � G, 66 _ 109 130 130 130 66 45 55 68 91 136 + 72 80 96 120 130 130 72 100 120 130 130 72 42 50 63 83 125 78 74 89 111 130 130 78 92 Ill 130 130 78 38 46 58 77 115 A/Ili i 84 64 82 96 128 130 84 86 103 129 130 84 36 43 54 71 107 96 64 77 96 128 130 90 80 96 120 130 90 33 40 50 67 100 3> 96 60 72 90 120 130 a . 102 56 68 85 113 130 96 75 90 113 130 96 31 38 47 63 94 ■ ^c 108 53 64 80 107 130 102 71 85 106 130 102 29 .35 44 59 88 r s-- F 108 67 80 100 __-130 108 28 33 42 56 83 F 114 51 61 76 130 114 63 76 95 126 114 - 32 39 53 79 r1 - 120 4 58 72 9 96 6 130 120 60 72 90 120 120 30 38 50 75 126 466 55 69 91 130 126 57 69 86 1.14 126 29 36 48 71 U 132 44 52 65 87 1 132 55 65 82 109 132 - 34 45 68 Z 138 42 SO 63 83 12255 138 52 63 78 104 138 33 43 65 144 40 48 60 80 120 150 38 46 58 77 115 144 50 60 75 100 144 31 42 63 156 37 44 55 74 Ill 150 48 58 72 96 150 30 40 60 _W N E 156 46 55 69 92 156 29 38 58 'E 162 36 43 53 71 107 162 44 53 67 89 162 28 37 56 F- 1 168 34 41 51 69 103 cn w 174' 33 40 50 66 99 168 43 51 64 86 168 ... ......._.----... ..._-.= 36_._.._54.,_ � � a 180 32 38 48 64 96 174 41 .50 62 83 174 34 52 0 0 o 186 31 37 46 62 93 180 40 48 60 80" 180 - 33 50 Z w _ 192 30 36 45 60 60 186 39 46 58 60 186 - 32 48 z 198 29 35 44 58 60 192 38 45 56 60 192 31 47 1,- ? M m o 198 36 44 55 60 198 30 45 0 w a Z 204 28 34 42 56 60 --— w — o 210 33 41 55 60 D 204 35 42 53 60 204 - 29 44 Q Z D 216 32 40 53 60' 210 34 41 51 60 210 - - - 29 43 .o 3 216 33 40 50 60 216 28 42 V) 222 31 39 52 60 - _ 228 - 30 38 51 60 222 32 39 49. 60 222 •41 234 30 37 49 60 228 32 38' 47 60 228 39 - m 234 31 37 46 60 234 - - 38 240 29 36 48 60 Q 240 30 36 45 60 240 - 38 0 246 - 28 35 1 47 1 60 F- 252 - 34 46 60 246 29 35 44 59 246 - 37 to C 258 33 45 60 252 29 34 43 1 57 252 36 C 264 - 33 44 60 258 28 33 42 56 258 35 w o o W 264 - .33 41 55 264 34 270 32 43 60 270 a < o w 32 40 53 270 33 0 276 31 42 60 - -- -- o =LL o 282 31 41 60 276 31 39 52 276 - 33 ¢ Z 288 282 31 38 51 282 - - 32 0 0-30 40 '60 a 294 29 39 59 288 30 38 50 288 31 294 - 29 37 49 294 31 >< B 300 - 29 38 58 = LS a w 300 29 36 48 300 30 CJ 3 6 m B 306 28 38 56 306 28 35 47 $06 29 o r=5 312 - 37 55 312 - 35 46 312 . 29 3 318 36 54 �. 318 34 45 318 - 28 o3 w 5 324 36 53 324' 33 44 324 - = 28 330 35 52 330 33 44 330 0 o g x f 336 34 51 336 32 43 336 342 34 51 342 32 42 342 q 348 _-__ 348 31 41 348 35 - 4 33 49 A 360 32 qg 354 31 41 354 �� 360 40 30 360 12 11 10 9' 8 7 6 5 4 3 2' 1 J1 11 10 9 8 7 6 5 .4 . 3 2 1 p JEFFREYP C.FFRI 3•i�fi"i �'� HOLLOW BLOCK TABLES 3/8"THREADED ROD&EPDXY H STRAP BRACKET W/TWO 1/4" �''� CRETE-FLEX or1/4"TAPCON SCREEN HOLLOW BLOCK 60974 — SPANS (W/UMBRELLA INSERTS) Allowoble Epoxy brands&Types: _ y� % SCREEN HOLLOW BLOCK UP TO 1)Powers T308 vai h w"H oeG,Al P.E.HAL SPANS (in) ANCHOR SPACING(INCHES) 2) W RedHead A7 y 0 ° ^�q OK UPTO ANCHOR SPACING(INCHES) 12 10 8 6 :p ED �;.�����' (in) 18 16 12 10 8 48 130 130 130 130 48 117 130 130 130 130 54 130 130 130 130 fnr nalzlsa G 60 130 130 130 130 G' 54 104- 117 130 130 130 n� 60 93 105 130 130 130 66 130 130 130 130 � 72 130 130 130 130 66 85 95 127 130 130 78 123 130 130 130 72 78 88 117 130 130 84 114 130 130 130 W; 78 72 81 108 129 130' 90 107 128 130 130 84 67 75 100 120 130 96 100 120 130 130 90 62 70 93 112 130 102 94 113 130 130 l s� F 96 58 66 88 105 130 108 89 107 130 130 Yl s F 102 55 62 82 99 124 114 84 101 126 130 v+ 108 52 58 78 93 117 120 80 96 120 130 114 49 55 74 88 111 126 76 91 114 130 U ad 120 47 53 70 84 105 132 73 87 109 130 Z 126 44 50 67 80 100 1 138 70 83 104 130 — m 132 _ 42 48 64 76 95 144 67 80 100 130 cn 138 41 46 61 73 91 150 64 77 96 128 LLl E 144 39 44 58 70 88 156 62 74 92 123 'E' 150 _37 42 56 67 84 162 59 71 89 119 ~ t-u 156 36 40 54 65 81 168 57 69 86 114 � LL o 162 _ 35 39 _ 52 62 78 174 55 66 83 110 o o 168 33 38 50 60 75 180 53 64 80 107 Z i M > . 174 32 36 48 58 72 186 52 62 77 103 z m 180 31 35 47 56 70 198 48 58 60 60 192 50 60 60 60 0 Z cl)a ¢ z 186 30 34 45 54 68 D 192 29 33 44 53 60 204 47 56 60 60 Q m LL z D 198 28 32 42 51 60 210 46 55 60 60 204 - 31 41 49 60 216 44 53 60 60 V) _ 210 30 40 48 60 222 43 52 60 60 216 29 39 47 58 228 42 51 60 60 u 234 41 49 60 60 228 - 28 38 45 57 Q 0 228 37 44 55 240 40 48 60 60 o 234 36 43 54 246 39 47 59 60 V) C 240 35 42 53 252 38 46 57 60 o C 246 34 41 51 258 37 45. 56 60 uj 252 - 33 40 50 264 36 44 55 60 `S° 270 36 43 53 60 0 258 33 39 49 =o 0 264 32 38 48 276 35 42 52 60 s 3 o c 282 34 41 51 60 270 31 37 47 288 33 40 50 60 p o 276 30 37 46 294 33 39 49 60 Nz d z W B 282 30 36 45 = 3`W B 300 32 38 48 60 (� z 288 29 35 44 306 31 38 1 47 60 294 29 34 43 312 31 37 46 60 12 3 300 28 34 42 318 30 36 45 60 Z o t 306 33 41 w 324 30 36 44 59 � o o lr 312 32 40 330 29 35 44 5B p si W 336 29 34 43 57 342 28 34 42 56 A 3487 33 41 55 A 3541 33 41 54 360 1 32 40 53 26 12 1I 10 9 8 7- 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C. AM FI4 WOOD TABLES u 65.....Ri� H _�_____ 1/4"TAPCON_._ 1 4"PANELMATE INSERTS 1 4"PANELMATE FEMALE 1/4"PANELMATE MALE s'•.- SCREEN WOOD SCREEN WOOD SCREEN WOOD SCREEN WOOD _ 5og;�4 SPANS SYP(SG.55) SPANS SYP(SG.55) SPANS SYP(SG.55) SPANS SYP(SG.55) - a UP TO ANCHOR SPACING INCHES UP TO UP TO UP TO 'aw- r �nLF.E.3E t (in) �n ANCHOR SPACING INCHES), ANCHOR SPACING INCHES ANCHOR SPACING INCHES O� o _ 0, 12 10 8 6 4 O 12 -10 8 6 a (in) lz to a 6 a (in) lz to s 6 a I !.0 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 ,•.1�Am'' �'`�� Nq f=Ef, �` 54 130 130 130 130 130 54 130 130 130 130 1130 54 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 60 1 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 G 66 127 130 130 130 130 66 127 130 130 130 130 66 127 130 130 130 130 66 127 130 130 130 130 # G 72 117 130 130 130 130 72 116 130 130 130 130 72 116 130 130 130 130 72 116 130 130 130 130 78 108 129 130 130 130 78 107 129 130 130 130 78 107 129 130 130 130 78 107 129 130 130 130 84 100 120 130 130 130 84 100 120 130 130 130 84 100 120 130 130 130 84 100 120 .130 130 130 90 93 112 130 130 130 90 93 112 130 .130 130 90 93 112 130 130 130 90 93 112 130 130 130on =� 96 88 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 102 82 99 124 130 130 102 82 99 123 130 130 102 82 99 123 130 130 102 82 99 123 130 130 F 108 78 93 117 130 130 108 1 78 93 116 130 130 108 78 93 116 130 130 108 78 93 116 130 130 jw N F 114 74 88 Ill 130„ 130 114 73 88 110 130 130 114 73 88 110 130 130 114 73 88 110 130 130 uJ 120 1 70 84 105 130 130 120 70 84 105 130 130 120 70 84 105 130 130 120 70 84 105 130 130 126 67 80 100 130 130 126 66 80 100 130 130 126 66 80 100 130 130 126 66 80 100 130 130 U •a 132 64 76 95 127 130 132 63 76 95 127 130 132 63 76 95 127 130 132 63 76 95 127 130 Z 138 61 73 91 122 1 130 138 61 73 91 121 130 138 61 73 91 121 130 138 61 73 91 121 130 — x 144 58 70 88 117 1 130 144 58 70 87 116 130 144 1 58 1 70 87 116 130 144 1 58 70 87 116 130 V 150 56 67 84 112 1 130 150 56 67 84 112 130 150 56 67 84 112 130 150 56 67 84 112 130 1 LU E 156 54 65 81 108 130 156 54 64 81 107 130 156 54 64 81 107 130 156 54 64 81 107 130 — E' 162 52 62 78 104 130 162 52 62 78 103 130 162 52 62 78 103 130 162 52 62 78 103 130 I— D 168 50 60 75 100 1 130 168 50 60 1 75 100 130 168 50 60 75 100 130 168 50 60 75 100 130 w 174 _48_ 58 _72 _ 97 130 174 48 58 72 1 96 130 774 48 58 72 96 130 174 48 58 72 96 130 = o r 180 47 56 70 93 1 130 180 47 56 70 93 130 180 47 56 70 93 130 180 47 56 70 93 130 C wb z = 186 45 54 68 90 130 186 45 54 68 90 130 186 45 54 68 90 130 186 45 54 68 90 130 Z w a x 192 44 53 60 60 60 192 44 52 60 60 60 192 44 52 60 60 60 192 44 52 60 60 60 z 198 42 51 60 60 60 198 42 51 60 60 60 198 42 51 60 60 60 198 42 51 1 60 60 60 0_' S < z D 204 41 49 60 60 60 204 41 49 60 60 60 204 41 49 60 60 60 204 41 49 60 60 60 Q m z D 210 40 48 60 60 60 210 40 48 60 60 60 210 40 48 60 60 60 210 40 48 60 60 60 3 216 39 47 58 60 60 216 39 47 58 60 60 216 39 47 58 60 60 216 39 47 58 60 60 V) 222 38 45 57 60 60 222 38 45 57 60 60 222 38 45 57 60 60 _222 38 45 _57 60 60 228 37 44 55__ 60 .60 228 37 44 55 60 60 228 37 44 55 60 60 228 37 44 55 60 60 u 234 36 43 54 60 60 234 36 43 54 60 60 234 36 43 54 60 60 234 36 43 54 60 60 g 240 35 42 53 60 1 60 240 35 42 52 60 60 240 35 42 52 60 60 240 35 42 52. 60 60 0 p 246 34 41 51 60 60 246 34 41 51 60 60 246 34 41 51 60 60 246 34 41 51 60 60 1n C 252 33 40 50 60 1 60 252 33 40 50 60 60 252 33 40 50 60 60 252 33 40 1 50 60 60 C 258 33 39 49 60 60 258 32 39 49 60 60 258 32 39 49 60 60 258 32 39 49 60 60 0 264 32 38 48 60 60 264 32 38 48 60 60 264 32 38 48 60 60 264 32 38 48 60 60 � c g P w to 270 31 37 47 60 60 �82 31 37 47 60 60 270 31 37 47 60 60 270 31 37 47 60 60 p. `5°w 1 276 30 37 46 60 60 30 36 46 60 60 276 30 36 46 60 60 276 30 36 46 60' 60 o z o �Foo 282 30 36 45 60 60 30 36 45 59 60 282 30 36 45 59 60 282 30 36 45 59 60 -3 o a 288 29 35 44 58 60 29 35 44 58 60 288 29 35 44 58 60 288 29 35 44 58 60 r o 294 29 34 43 57 60 294 28 34 43 57 60 294 28 34 43 57 60 294 28 34 43 57 60 d ma's B 300 28 34 42 56 60 300 - 34 42 56 60 300 34 42 56 60 300 - 34 42 56 60 U 3 Z m B 306 - 33 41 55 60 306 33 41 55 60 306._ _ 33 41 55 60 306 33 41 55 60 =o•" o 312 32 40 54 60 312 32 40 54 60 312 - 32 40 54 60 312 32 40 54 60 318 32 40 53 60 318 32 40 53 60 318 32 40 53 60 318 32' 40 53 60 o o 324 31 39 52 60 324 31 39 52 60 324 31 39 52 60 324 31 39 52 60 3 u 1 W t 330 31 38 51 60 330 30 38 51 60 330 30 38 51 60 330 30 38 51 60 ;�j 336 30 38 50 60 336 30 37 50 60 336 30 37 50 60 336 30 37 50 60 29 37 49 60 342 29 37 49 60_ 342 29 37 49 60 342 29 37 49 60 A 29 36 48 60 348 29 36 48 60 348 29 36 48 60 348 29 36 48 60 A 28 36 47 60 354 28 35 47 60 354 28 35 47 60 354 28 35 47 60 1360U35 47 60 360 35 47 60 360 35 47 60 360 35 47 60 27 12 I'I 10 9 8 7 6 5 4 3 2. I 12 11 10 9 8 7 6 5 4 z JEFFREY C. 1 1 WOOD TABLES ° �.... .!A;: ,. STRAP R7+CKETw/1WO STRAP BRACKET W/TWO 3/8"COMBO ANCHOR or LAG BOLT 1/7'COMBO ANCHOR or LAG BOLT 1/4"CRETE-FLEX1H H SCREEN WOOD or 1/4"TAPCON -' 0974 WOOD SCREEN - c � SCREEN WOOD SPANS (SYP wlth SG>_0.55) $PAN$ (SYP wlth SG>_O.SSJ SCREEN WOOD snuo rwiTM oxcieei v.esen SPANS (SYP with SG z 0.55) UP TO UP TO SPANS (SYP with SG>_0.55) = 0`•{o A.A1E or UP TO ANCHOR SPACING INCHES in ANCHOR SPACING INCHES UP TO 0 y Fes' (in) 76ANC;OR SPACING(INCHES 6 (in) 18 16 14 12 8 ( ) 18 16 12 10 8 n ANCHOR SPACING INCHES 48 130 130 130 130 130 48 130 130 13C 130 130 ( ) 16 14 12 10 8 !, G� 48 124 130 130 130 130 54 124 130 130 130 130 54 130 130 130 130 130 48 130 130 130 130 130 .N E,a'` 54 110 126 1 130 130 130 "' G G 60 99 113 130 130 130 60 112 115 130 130 130 60 130 130 130 130 130 54 130 130 130 130 130 66 90 103 120 130 130 66 102 115 130 130 130 66 130 130 130 130 130 60 120 130 130 130 130 72 63 94 110 130 130 72 93 105 120 130 130 72 130 130 130 130 130 66 109 125 130 130 130 _ •� 78 76 87 102 130 130 78 86 97 ill 129 130 78 123 130 130 130 130 72 100 114 130 130 130 Q! 84 80 90 103 120 130 84 114 129 130 130 130 78 92 105 123 130 130 w 84 71 81_ 94 ._- 113 130 90 75 _ 84 96 112 130 90 107 120 130 130 130 84 86 98 114 130. 130 6 90 66 75 88 106 130 W`^ 9b 62 71 83 99 130 96 70 79 90 105 130 96 100 113 130 130 130 90 80 91 107 128 130 a . 102 66 74 85 99 130 102 94 106 130 130 130 96 75 86 100 120 130 s-" F 102 58 67 78 93 130 108 62 70 80 93 130 108 89 100 1In 130 130 102 71 81 94 113 130 = F 108 55 63 I 73 88 130 114 59 66 76 88 130 114 84 95 126 130 130 108 67 76 89 107 130 114 52 60 I 69 83 130 120 56 63 72 84 126 120 80 90 120 130 130 114 63 72 84 101 126 120 50 57 66 79 130 126 53 60 69 80 120 126 76 86 114 130 130 120 60 69 80 96 120 U °° 126 47 54 I 63 75 126 132 51 57 65 76 115 132 73 82 109 130 130 126 57 65 76 91 11'4 Z _ 132 45 51 60 72 121 138 43 49 57 69 115 138 49 55 63 73 110 138 70 1 78 104 125 130 132 1 55 62 73 87 109 144 41 47 55 66 110 144 47 53 60 70 105 144 67 75 100 120 130 138 52 60 70 83 104 W N 150 45 50 58 67 101 150 64 72 96 115 130 144 50 57 67 80 100 E 150 40 45 53 63 106 E 156 38 44 51 61 102 156 43 48 55 65 97 156 62 69 92 10 130 150 48 55 64' 77 96 N w 162 37 42. 49 59 98 162 41 47 53 62 93 162 59 67 89 107 130 156 46 53 62 74 92 168 35 40 47 57 94 168 40 45 51 60 90 168 57 64 86 103 129 162 44 51 59 71 89 � LL o h LL 174 39 43 50 58 87 174 55 62 83 99 124 168 �±3 49 57 69 86_ Q o • 174 34 39 46 55 91 180 37 42 48 56 84 180 53 60 80 96 120 174 47 55 66 83 Z > co > 180 1 33 38 44 53 88 186 36 41 46 54 81 186 52 58 77 93 116 180 40 46 53 64 80 _ w ° _ 186 32 36 43 51 85 192 35 39 45 53 60 Z 192 31 35 41 50...... 60 - 192 50 56 75 90 113 186 39 44 52 62 77 D.K o, m 198 30 34 40 48 60 198 34 38 44 51 60 198 48 SS 73 87 109 192 38 43 50 60 60 Q a 0 _v D 198 29 33 39 47 60 204 33 37 42 49 60 204 47 53 71 85 106 198 36 42 48 58 60 z D 210 32 36 41 48 60 3 210 28 32 38 45 60 210 46 51 69 82 103 210 35 40 47 55 60 w 216 31 37 44 60 216 31 35 40 47 60 216 44 50 67 80 100 210 34 39 46 55 60 u 222 31 36 43 60 222 30 34 39 45 60 222 43 49 65 78 97 216 33 38 44 53 60 < 222 30 35 42 60 228 29 33 38 44 60 248 42 47 63 76 95 1 222 32 37 43 52 60 W_ u 234 29 34 41 60 234 29 32 37 43 60 234 41 46 62 74 92 228 32 36 42 51 60 Q o 240..._.____ 28 32 36 42 60 240 40 45 60 72 90 234 31 35 41 49 60 I- 240 28 33 40 60 246 31 35 41 60 246 39 44 59 70 88 240 30 34 40 48 60 C 246 28 32 39 60 252 30 34 40 60 252 38 43 57 69 86 246 29 33 39' 47 59 C, 252 31 38 60 258 _ 29 33 39 59 a 252 31 37 60 264 29 33 38 57 258 37 42 56 67 84 252 29 33 38 46 57 o z F s 264 30 36 60 P270 28 32 37 56 264 36 41 55 65 82 258 28 32 37 45 56 027p 29 35 59 31 37 55 270 36 40 53 64 80 264 31 36 44 55 276 29 34 zz 57 31 36 54 276 35 39 52 63 78 270 30 35 43 532g2 28 34 56 30 35 53 282 34 38 51 bl 77 276 - 30 35 42 52 o `2gg - 33 55 29 34 51 33 38 50 60 75 282 29 34 41 5132 54 29 34 50 294 33 37 49 59 73 288 29 33 40 50 = -W B 300 32 53 300 32 36 48 56 72 294 28 33 39 49 U W m B 306 - 31 52 28 33 49 306 31 35 47 56 71 300 - 32 38. 48372 30 51 32 48 312 31 35 46 55 69 306 31 38 47 o g 318 30 50 318 - 32 48 312 31 37 46 Z nO" 324 31 47 LL - 324 29 49 330 31 46 — -— - o 29 48 3 24 o N 336 _ 28 47 336 30 45 342 46 342 _ 29 44 R A A 348 46_ 348 29 43 V 354 45 354 28 43 354 - - 44 360 42 12 1 1 10 9 8 7 6 5 4 3 2 I 12 11 10 9 8 7 6 5 4 3 L 1 - - JEfFR�e C,f�Q C. F'h��, ALUMINUM & STEEL TABLES TW BUILDEX SAMMY BRAND: 4 H, 1/4"SAMMY 1/4•'TEKS 1/4"TEKS 1/4"TEKS 1 gSfH; A SCREEN 16 GA Steel SCREEN 1/8"Steel SCREEN 1/4"Alum SCREEN 1/8"Alum 74 SPANS (A36) SPANS (A36) SPANS (MIN 6063-T5) SPANS (MIN 6063-T5) UP TO - UP TO UP TO _ iwn P.ESAL M1 ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES ANCHOR SPACING INCHES _ F - (in) 12 10 8 6 4 (in) ANCHOR SPACING INCHES (1n) 14 12 10 8 6 (In) 12 10 8 6 4 b 14 12 10 B 6 0R�DP• 48 123 130 130 130 130 qg 130 130 130 130 130 48 130 130 130 130 130 48 127 130 130 130 130 r =<G 54 109 130 130 130 130 54 130 130 130 130 130 54 113 130 130 130 130 60 98 118 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 60 102 122 130 130 130' b G 60 130 130 130 130 130 G 66 89 107 130 130 130 66 130 130 130 130 130 bb 92 111 130 730 130' n� 66 130F13 130 130 130 — 72 82 98 123 130 130 72 130 130 130 130 130 72 85 102 127 130 130 72 130 130 130 130 78 76 91 114 130 130 78 130 130 130 130 130 78 78 94 117 730 130 61�Vd 78 130 130 130 130 Vd 84 70 84 105 130 130 84 130 130 130 130 130 84 73 87 109 130 130 84 122 130 130 130 _ 90 66 79 98 130 130 90 130 130 130 130 130 90 68 81 102 130 130 �i 3 90 114 130 130 130 �1 96 62 74 92 123 130 96 130 130 130 130 130 96 64 76 95 127 '130 96 107 130 130 130 {� z 102 58 69 87 116 130 102 130 130 130 130 130 102 60 72 90 120 130 1_" q_ 102 101 130 130 130 F 108 55 66 82 109 130 108 95 130 130 130 130 130 130 130 130 108 56 68 85 713 130 �114 52 62 78 104 130 114 130 130 130 130 130 114 53 64 80 107 130120 49 59 74 98 130 114 90 126 130 130 120 130 130 130 130 130 120 51 61 76 102 130 120 86 100 120 130 130 126 47 56 70 94 130 126 126 126 82 95 114 130 130 U 130 130 130 130 126 48 58 73 97 130 m 132 45 54 67 89 130 132 120 130 130 130 130 132 46 55 69 92 130 > 138 43 51 64 86 128 132 78 91 10 130 130 138 115 1130 130 130 130 138 44 53 66 88 130 Z = 144 41 49 62 82 123 138 75 87 104 130 130 144 110 1 128 130 130 130 144 42 51 64 85 127 Ln 144 71 83 100 1125 130 150 39 47 59 79 118 150 106 1123 130 130 130 150 41 49 61 81 122' 11.J g 150 69 80 96 1 120 130 156 38 45 57 76 114 156 102 118 130 130 130 156 39 47 59 78 117 E 156 66 77 92 1 115 130 E 162 36 44 55 73 109 162 98 114 130 130 130 162 38 45 56 75 113 I- 162 63 74 89 1111 130 � 168 35 42 53 70 105 168 94 1110 130 130 130 168 36 44 54 73 109 � 168 61 71 86 1107 130 0 S N 174 34 41 51 68 102 174 91 106 127 130 130 174 35 42 53 70 105 n 174 59 69 83 1 103 130 o 180 33 39 49 66 98 180 88 103 123 130 130 180 34 41 51 68 102 w 180 57 67 80 100 130 Z r m > 186 32 38 48 63 95 186 55 65 77 97 129 186 85 99 119 130 130 186 33 39 49 66 98 — w T w = 192 31 37 46 60 60 192 60 60 60 60 60 192 32 38 48 60 601-- 192z 54 60 60 60 60 o it m o 198 30 36 45 60 60 198 60 60 60 60 60 198 31 37 46 60 60 0L 198 52 60 60 1 60 60 a 0 N < D 204 29 35 43 58 60 204 60 60 60 60 60 204 30 36 45 60 60 Q 204 50 59 60 60 60 210 28 . 34 42 56 60 210 _ 60 _ 60 60 60 60 _ 210 29 35 44 SSV60 � � 3 D 216 - 33 41 55 60 210 49 57 60 1 60 60 216 ---60 60 60 60 216 28 34 42 56 v) w 222 32 40 53 60 216 48 56 60 60 60 222 60 60 60 60 60 222 - 33 41 55 228 31 39 52 60 222 46 54 60 60 60 228 60 60 60 60 60 228 32 40 53 228 ( 45 53 60 1 60 60 U 234 30 38 50 60 234 60 60 60 60 60 234 31 39 52 234 44 51 60 60 60 0 240 30 37 49 60 240 60 60 60 60 60 240 30 38 51 246 29 36 48 60 240 43 50 60 60 60 246 60 60 60 60 60 246 30 37 50 �C 252 28 35 47 60 246 42 49 59 60 60 252 60 60 60 60 60 252 29 36 48 C 252 41 48 57 60 60 a 258 I - - 34 46 60 258 160 60 60 60 60 258 - 28 35 47 60 258 40 47 56 60 60 w n 264 - 34 45 60 264 39 45 55 60 60 264 60 60 60 60 60 264 35 46 60 ¢ a F o w 270 33 44 0 60 60 60 60 270 34 45 60 60 270 38 44 53 60 60 2j6 57 60 60 60 60 276 33 44 60 276 32 43 60 o 282 31 42 60 276 37 43 52 60 60 282 56 60 60 60 60 282 32 43 60 3 o a 282 1 36 43 51 60 60 > -m 288 31 41 60 288 55 60 60 60 60 288 32 42 60 z 288 36 42 50 60 60 p s a g o 294 30 40 60 294 54 60 60 60 60 294 31 41 60 Y " B 300 30 39 59 294 35 41 49 60 60 300 1 53 60 60 60 60 300 30 41 60 = 3 W m B 300 34 40 48 60 60 U 306 - - 29 39 58 306 52 60 60 60 60 306 - - 30 40 60 312 - 28 38 57 306 34 39 47 59 60 312 51 59 60 60 60 312 29 39 59 _ 312 33 38 46 58 60 N o g 318 37 56 318 50 58 60 _ 60 60 _ 318 _ 29 38 58 o w 318 32 38 45 57 60 z w q- 324 36 55 324 49 57 60 60 60 324 28 38 56 324 32 37 44 56 CO Uf 6 o 330 36 54 330 48 56 60 60 60 330 - 37 55 0 336 35 53 330 31 V3441 5 60 336 47 55 60 60 60 336 36 .54 342 35 52 336 31 4 60 342 46 54 60 60 60 342 - 36 53 A 348 34 51 342 30 3 60 348 46 53 60 60 60 348 35 53 �� A 354 33 50 348 30 2 60 354 45 52 60 60 60 354 34 52 360 - 33 49 354 29 1 60 360 44 51 60 60 60 360 - - 34 5129 0 60 12 I l 10 9 8 7 6 5 4 3 2 1 12 11 IU 9 8 7 6 5 4 3 L I JEfFR0PC.FR0ThP.E.. EARTH TABLE EARTH ANCHOR NOTES: 6�gHT H 30"x 1/2"Shaft x 4"Helix I)Use when soil conditions are visually Identified to be loose to medium dense sand(Soil Class 4A) SOIL CLASS 4A 2)Use when soil conditions are mechanically identified to be Soil Class 3. - �{. 60974 ` SCREEN MEDIUM DENSE SAND 3)Use with Stabilizer plates are used when soil conditions are visually identified to be loose to medium dense sand (Soil Class 4A) SAIQ lY W@10RIGW%L E.F.SEAL SPANS a)Soil Class 3: 24-39 blow count device or 351-550 a torque probe - ®gr UP TOANCHOR SPACING(INCHES) b)Soil Class 4A: 18-23'blow count device or 276-350 a torque probe �� yA E�0 24 1 24 2 24 3 48 130 130 130 G 54 130 130 130 rill 11e10""G 60 130 130 130 v 66 127 130 130 72 117 130 130 /� 78 108 130 130 ////yyyy V'� 84 100 1 129 130 z W 90 93 120 130._ r ry 96 88 113 130 F 102_ 82 106 130 .w F 108 78 100 130 - 114.___-- 74 95 126 120 70 90 120 U ,� 126 67 86 114 132 64 82 109 Z 138 61 78 104 144 58 75 100 W 150 56 72 96 E 156 54 69 92 f-- J E 162 52 67 89 0 w 168 50 64 86 g LL g ^ 174 48 62 83 o o 180 47 60 80 Z > m 186 45 58 77 ° z. 192 44 56 60 a m z. 198 42 55 60 a 0 < D 204 41 53 60 Q co in D 210 40 51 60 3 216 39 50 60 V) 222 38 49 60 228 37 47 60 u 234 36 46 60 O 2 _ 240 35 45 60 f- o 246 34 44 59 V) C 252 33 43 57 C 258 33 42 56 Lu 264 32 41 55 _? w 270 31 40 53 a W 276 30 39 52 ?o 282 30 38 51 z o o Y 288 29 38 50 294 29 37 49 0 B 300 28 36 48 U 3 Z; B 306 35 47 o G o 312 35 46 1 $ 318 34 45 Moos 324 33 44 330 33 44 0 ? N 336 32 43 342 32 42 A 348 31 41 A 3 31 41 3 0 360 60 30 40 12 11 10 9 8 7 6 5 4 3- 2 I