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HomeMy WebLinkAboutProduct Approval STORM License e chobee lvc1 4047 Okeechobee Blvd,Ste 106, SMARTWest Palm Beach,0 33409 Phone(S61).229-0048 www_StormSmadSE.com of Southeast Florida Property Information F Building Information Owner: Carl&Ellen Huie Wind Zone: 160 MPH. Address: 9017 Pumpkin Ridge Exposure Category: C Port St Lucie,FL 34986 Minimum Building Dimension: 5 ft. Mean Roof Height: 18 ft. R Ilk Risk Category: II I Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 65.5 199 16.5 29.8 -32.7 2 Int 29.375 111 9.75 32.4 -35.4 FILE 4 �6?07zz REV EWER FOR 'CODE COMPLIANCE ST. LUDIE COUNTY ROCC Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 12 11 9' 6 -A �iiJEFFREY-CTF Si GENERAL NOTES IA . 2tRM CATCHER WIND ABATEMENT SCREEN SYSTEM 11;11 ;.....I cc 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED.INXCCOODANCE WITH H� 77 THE FLORIDA BUILDING CODE SIXTH EDITION(20171 AND 2015.INTERNATIO.NAL BUILDING NOR-USEINSIDE-AND OUTS I D E-TH E-HI-13H-VE LO-Cl-T-KHUR RICAN E IONE CODE;FOR USE WITHIN AND OUTSIDE THE HIGH.VELOCOY HURRICANE ZONE PER ASTM 0-4,�0 E330,E1996,'EI886,AND MmDTAS 201.,202.203 TESTING STANDARDS. LL 2. THESEIINSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION j 0 k, AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED D_ yv RIONALP.E.SEAL, FOR THE SAME PRODUCT APPROVAL. . 6 in CL 0 (;�STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO 33:1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS w SYSTEM WIND LOAD DURATION FACTORCd 1.6 HAS BEEN USED FOR WOOD ANCHOR Ul C STORM CATCHER SCREEN COLOR 11ACI WHITE GRAY BONE GROWN DESIGN'. cgi.t. VLT-VISUAL LIGHT TRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 4. POSITIVEAND NEGATIVEDESIGN PRESSURES CALCULATED FOR THE USE.WITH THIS SYSTEM 0 UVT-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.3 2 OJ4 0.12 0.06 0.07 SHALL BE DETERMINED PER SEPERATE ENGINEERING IN ACCORDANCE WITH THE "L)01% G 3r, PA w, 0!.S$T SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 OJG 0.18 0.09 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE VLR-VISUAL LIGHT REFLECTANCE 0.07 0.53 0.26 0.44 0.72 POSITIVE OR NEGATIVE DESIGN PRESSURE CA PXCITY,VALUES LISTED HEREIN FOR ANY SSR-SOLAR SPECTRUM REFLECTANCE 0.04 OAS 0.19 0.42 0.17 ASS EMBLY,AS SHOWN. SOLAR HEAT CNN COEFFICIENT 0.17 D.25 D.17 0.17 0.14 5.I DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED> uj REDUCTION L�-A� 67% 78% 78% 82%_ BYA 1�5S.AFETY FACTOR. .J w 13 SHGC PROPERTIES TESTED TO:NFRC 201-2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY 6. THE SYSTEM DETAILED HEREIN IS GENERIqAND DOES NOT.P-RCiVIDE,INFOOMATION FORA 0 : OPTICAL PR HOT BOX METHODS ES TES AND UTILIZIN TO:G CLEAR.INSULATED GLASS. SPECIFIC SITE INSTALLATION,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS 1- t io A OPERTITED DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED SHALL PREPARE SITE ASTM E 972 1 ASTM E 1084/ASHRAE 74 1 NFRC 202 SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.- (n ;F U. v 04 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN to-. 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 A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS Of A RATIO;WHERE I IS THE MAXIMUM AMOUNT OF SOLAR HEAT ENVELOPE REQUIREMENTS. 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND GAIN THAT CAN COME THROUGH A WINDOW AND 0 IS THE LEAST AMOUNT.AN SHGC OFO.25 THEN MEANS THAT SUPERIMPOSED LOADS. Z 25%OF IH E AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: OF WHAT IS VLT? 9.1, SLIDE TRACK AND STRAP/BUCKLE:1-1 6FT SPAN=130PSF DESIGN PRESSURE AND 16-26Ff 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:1-1 6FT SPAN=130PSF DESIGN PRESSURE AND>16.30FT MAX. � E: AND I.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=6OPSF DESIGN PRESSURE +7-, 9.3 GROMMETS:192'MAX�SPA:N=60PSF DESIGN PRESSURE 44. Ch: to.'MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 5-.1,9.2&93ABOYE. EVALUATION BASED ON: 'll: PANELS SHALL BE PERMANENTLY LABELED WITHLIVINIMUM OF ONE LABEL-PER PANEL a REFER-TO TABLES CONTAINING THE iOLIOWINGMli4lMUtAINFOkMAilON FENESTRATION TESTING LABORATORY,INC. FOR ALLOWABLE STORM SMART INDUSTlRjES,INC.- Z 6182 IDLEWILDSTREET..FORT MYERS,FL,335-66 01 LAB.'No. 8441 LAB.No. 7590 DESIGN PRESSURES FLORODUCT APPROVAL NO.FL11291 0.m z:. PROJECT No. 15-5893 PROJECT No. 13-A387 OPENING NO.It N LI` 'U . co .D FILE No. 13-890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE.,ALL SCREENS ARE ALLOWABLETOR TWO OPPOSITESIDE ATTACHMENTS,WTTHL LAB.No. 8440 LAB.No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ,ZONE 4,MIAmi-bADE 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. 9818 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR- u 5E PROJECT No. 13-4357 PROJECT No. 17-7449 PATTERN:SPIKE TEETH GRIP AFFIRMAT[ONS"ARE INTENDED. FILE No. 'I3.890 WIDTH/DIAMETER:2.6'+/-0.1W 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-16.U.N.O. THICKNESS:0.050"+/-0.01 W V) C LAB.No. 6026 LAB.No. 9834 MATERIAL:ACETAL HURRICANE BARRIER' PROJECT No. 09-1664 PROJECT NO. 17-7543 POLYPROPYLENE MONOFILAMENT WOVEN.INTO FILE No. 09-665 BASKET WEAVE DESIGN: Lu BLACK.WHITE.BROWN IIILK&TAN). [ j LAB.No. 9836 LAB.No. 9835 STRAP SPECIFICATIONS: 'BONE WHT&TANI.GRAY(BLK&w T PROJECT No. 17-7543 PROJECT No. 17m7449 PATTERN:XIOO-1000 M_EdHANICA TYPICAL ROLL�PROPERTIES TEST METHOD UNIT VALUE L. MD 3'Cll LAB.No. 9742 LAB.No. 9765 WIDTH/DIAMEYER:1.875"+/-0.063" GRAB TENSILE STRENGTH •ASTM D4632 LEIS > PROJECT No. 17-7199 PROJECT No. 17-7449 THICKNESS:0.050rl+/-0.010' TRAPEZOID TEAR STRENGTH ASTM D4533, LISS' R d B AVERAGE BREAK STRENGTH:kDO LEIS MULLEN BURST ASTM D3786 PSI '750* ?5 LAB.No. 9833 LAB.No. 9647- MATERIAL:POLYESTER PUNCTURE STRENGTH ASTM D4a33 LEIS 200 .0 3'l PROJECT No. 17-7543 PROJECT No. 17-7199 AIR FLOW ASTM D737 CFM 175 OPENAREA 5 PERCENT COE-02215 LAB.No. 10348 LAB.No. 10347 UV RESISTANCE(Quvj AiTMG154 �70 EfA ED PROJECT No. 18-8274 PROJECT No. 18-8274 SEWING:. 'Percent 0penArep is a mARV. _g: IE 7 H Ell(HU R RICANE ENGINEERING&TESTING,INC.) T13B POLYESTER THREAD(FOR ALL SPANS @ I30PSFI PHYSICAL PROPERTIES TEST METHOD 6 UNIT TYPICALVALUE REPORT NO.174301,17-F302.174303,17-F304,&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/YD" 91 A 'THICKNESS.- ASTM DSI99- MIL 21- CONSTRUCTION EPIjPPI 60 X 63, FIBER CONTENT 100,.PPI 12 11 10. 9 8 T - -- - 6- - - 5 - - q;_ - - _g -- -- 2- -- --- -1- - , -JEFFREY'C.F 1�P,F�•,�i I H APPROVED EDGES, A STITCHING - DETAILS STANDARD HEM.: SPAN DIRECTION-SCALE:N.T.S. - -- - LASER CUT EDGE to •I— �ce.IlAL _ � PANEL - p,: A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED �0.334"NYLON CORDING OR i'O' (pp A� •(V�: FOR SPAN DIRECTION EDGES. 7.5MM PVC CORDING '••• g••• •�\���� NYLON LUFT TAPE SPAN DIRECTION EDGE:NO HEM G, DISTANCE BETWEEN ROWS OF STITCHING FABRIC /qTI I I�TTT'G( STITCHING MAY VARY.STITCH PATTERNS 2"PANEL HEM , DISPLAY REQUIRED NUMBER OF STITCH BI-FOLDWELD PANEL ROWS SHOWN,MINIMUM. --�_ N; ai W u' 1.75 SPAN DIRECTION HEM;2 ROWS OF STITCHINGFAR z 1 �. s- 7'PANEL HEM - F B -A�I•FOLD WELD PANEL i F; I BI-FOLD,W/DOUBLE STITCHING U °8 Z = STRUCTURAL HEMS Lu E "NYLON CORDING OR zi IE 7.5MM PVC CORDING STRAP,,LOOP,BUCKLE STRAP L j W ' NYLON LLIFT TAPE N 31/2"LOOP HEM 1.500" 1.500" PANEL 0 "p,w O z FABRIC = ; P ZI 0.250" �0.375' STITCHING z D, 7'WIDE SEAT BELT Q LL o• D� -0 WEBBING LOOP • 3 7 LOOP HEM 'FIXED:STRAP%LOOP (n w I.D.N3 GROMMET 7'LOOP HEM. _ 1:25" L25"' PANEL PANEL - 5 _ 'PANEL V ALTERNATE FIXED STRAP/LOOP o STITCHING 'SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL Ln Z STRUCTURAL ATTACHMENT FOR LOOP: STRUCTURAL ATIACHMENT FOR LOOP: a , (3)ROWS STITCHING&BOX STITCH 1 . o p r 2 ul OPTIONAL HEM ia)Rows sTncxlNc a uox sHrcH' =o W - - STRAP„LOOP;._ o� o -�o. PANEL 31)7'STRAPHEM .BUCKLE/STRAP.OR - 3.oa IUFTTAP.E �"c- 1,500' I.50(7' ,FABRIC z m � VZWj B STITCHING � �U' C 2`BI-FOLD p z OR EQUAL 3 . 31)T T Z BUCKLE HEM 3.1 STRAP HEM STRAP .f.w •p 'oCie � N Gam. A PANEL �7'BI-FOLD - -, - IA. `STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OF EQUAL (3)ROWS STITCHING MIN.&BOX STITCH @ EACH HEM - - - .. - - - - __ . 12 11 10 9. 8 '7 6-- -5 4 , . --- ----- - - 'EFFREY'C,FN RA PP.E. dt�9Hlip� " TABLE 1 RESULTANT LOAD)PLF) PARALLELTO.WINDLOAD o.,6 974 .;'*� *. _ V l� ORtNAl P.E.SEA'.;, Span DESIGN PRESSURE•(PSF). '- TE'OF @ l N 30 40 50 60' 70 75 BO 90 100 110 120 -130 ?Q�'" ^g1 48 115 149 187 226 259 278 298' 336 370 408 442 480 Q � '. 54 168 211 250 293 312 336. 374 -418 1 456 499 542 "� N G. 60' 9' 187 235 278 326 346 370 418 461 509 557 600' 66 154 206 '254 307 355 384 408 461 509 1 562 610 662 72 226 278 336 389 418 446 499 557 1 610 '667 720 78 '182 240 302 360 422 451 480 .'542 �600 1 662 120 782 84 197 259 326 389 456 485 518 581 �648 710- 778 840' ' 90 211 278 350 418 485 5T8 557 '624 691 763 830 898' �^ 96 226 298 370 446 518 557 590 667 739 811 •883• 960 L. 102 235 317 394 470 552 590 629 706 782 864 941 .1018 F 108 250 1 336 418 499 581 624 667 749 830 9,12 994 .1075' 5 IFI 114 264 1 350 442 528 614 658 701 787 874 960 1046 T•138 120 278 1 370 461 557 648 691 739' 830 922 1013 1104 1d95 126 293 389 485 581 677 725 773 869 965, .1061 1157 1253 U 132 307 408 509 610, 710 1 763 811 I .912' 1013. 1114 1.210 1310 Z 138 322 427 533 638 744 797 850 955 JOS6 . 1162 .1267 1373 144 336 446 557 667 773 830 883 994 1104' 1 1214 1325 1 1430 aj 150 350 461 576 691 806 864 922 1037 1152 1262 1378 1493 LW .E 156 360 480 600 720 840 898 960 1075' 1195 1315 1435 1550 w IE 162 374 499 624 749 874 936 994 1118, 1243 1363 •1488 `16 M 168 389 518 648 778 902 970 1032 1162 1286 1416 '1546, 1-670 ,o. 174 403 538 672- 802 936 1003 1070 .1200 1334' 1469 1598. -1733, h y.0 H 180 418 1 557 1 691 830 970 1037 1104 1243 1382 1517 1656 1790 186 I 432 571 I 715 859 998 1070 T98 61 1426 1709 1853 192 446 52Q9 888 1032 1104 1-181 12 1474 1618 1762 '1906' IZ Gw O 461 776 912 Na _zz610 ' p 204 470 629 787 941 Q,m: ` z p! 210 1 485 648 806 970 3 216 1 499 667 830 998 w 222 514 682 854 1022 228 528 701 878 1051 Ty=PERPEND(CULARLOADS T=SCREEN TENSION_ < ¢ 234 542 1 720 898 1080 (EITHER DIRECTION)- u_ 240 557 1 739 922' 1104 ' � Q o 246 566 758 946 1133 252 581 778 970 1162 C 258 595 792 994 1190 o C; 264 610 811 1013, 1214 Tx=PARALLELLOADS Lu 270 624 830 1037 1243 Q a o W 276 638 850 1061 1272 o` x$o ' 282 I 653 869 1085 1301 — W 3 0 288 667 888 1104 1325 0.�-;mR- z 294 677 _ _ 902 1128 1354 p a g o 300 691 922 1152 1382 '� z e °` 306 706 941 1176 14,1 LOADS O.N-EXISTING.STRU'CTURE 312 720 960 1200 1435 p N K z OM 318 734 979 1219 1464 SIDE,SLIDE,GR 8 STRAP INSTALLATIONS 3 5 324 749 998 1243 1493 z N F 330 763 1013 1267 1522 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK,GROMMET.AND 336 778 1032 1291 1546 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. 342 787 1051 1315 1574 348 802 1070 1334 1603 A 354 816 1690 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 7EFFR- -F9ih' H TABLE I C RESULTANT LOAD(PLF) / B LL PERPENDICULAR TO WIND LOAD — aio ormr nH o�cus r.e.sus? Span DESIGN PRESSURE(PSF) E' F 'O'•. e ^. (in) 40 1 50 60 70 75' 80 90 100 1 110 120 130, 48 24_ 32 48 56 64 72 80 88 104 1 112 128, 136 54 32 48 56 64 72 80 88 104 112 128 136 G 60 40 48 56 64 72 80• 88 104 112 128 144 m G' 66 24 - 40' 1 48 56 64 .72' 80 88 104' 112 128 144: g 72 32 1 48 56 64 _ 72' 80• 88 104 112 136 168 ;c 78 32 40 56 64 80 88 96 112 128 144 168 200 84 40 60 '80 100 120 1 130- 1 140 170 190 220 250 300 �� a 90 50 1 60 90 110 130 150 160 190 230 260 '300 340 ^ 96 50 70 90 120 150 170 180 220 260 300 340 390 91. 102 50 80 100 130 170 190 210 250 290 340' '390 430 F 108 60 80 110 150 '190 :210' 1 230 270 320. 380 .430 480 d F 114 60 90 120 160 200 .230 250 300 360 410 480 520 120 70 100 130 170 220 240 1 270 330 390 450 .520 570 126 70 10D 140 190 240 .260. 1 290 .350 420- 490 570 610 U 132 70 110 150 200 250 .280 310 '380 450 530 610. 660 Z > 138 80 120 160 210 260 .290 320 390 1 460 540 630 680 2.0 144 80 120 160 220 270 300' 330 400 480' 560 640 700 N 150 90 130 170 220 280 310 340 410 490 .570 660 720 W E 156 90 130 180 230 290 320 350 430 500 590 670 740 Q� m IEi 162 90 140 180 240 300 330 360 440 520 600 690 770 168 100 140 190 250 310 340 380 450 530 610 710 '790: LL.o 174 100 150 200 250 320 350 390 '460, 540 630 720 810 =' 180 100 1 150 200 260 330 360 400 470 550, 640 740 830 186 110 1 160 210 270 330 1370 410 480 570 660 .750 850 Z P , 192 110 160 220 280 340 380 420 490 580 670 840 1010 k- �,a < o 198 120. 170 230 290 4-' a-p.N < z D 204 120 180 240 300 Q m o iD. 210 130 180 250 310 ' 216 140 190 260 330 V) 222 140 200 270 340 228' 150 210 280' 350 Ty=PERPENDICULAR LOADS- T.=SCREENIENSION 234 150 220 290 370 (EITHER DIRECTION) of 240 160 220 300 380 /� o, 246 160 230 310 390 C 252 170 240 320 400 C, 2 180 20 330 420 O o 264 64 180 2660 340 43030 Tx=PARALLEL.LOADS. Lu 270 190 260 350 440 ¢ a o w 276 190 270 360 460 282 200 280 370 470 288 200 290 380 480 294 210 300 390 490 1p a o B 30 220 30 40 .510 LOADS ON' EXISTING STRUCTURE 3''. -B- 306' 220 3110 4110 520 �w m 312 230 320 420 530 =Et 8 SIDE.SLIDE,GROMMET,8 STRAP INSTALLATIONS �-m 318 230 330 430 540 .a 5 324 240 340 440 560 Z o w 330. 240 340 450 570 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMMET,AND .p w 336 250 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. 0 5,6 342 260 360 470 600 -- 348 260 370 480 610 A 354 1 270 1 380 490 620 A: 360 1 270 1 380 1 500 630 '7 1 12 11 10 9.. 8 7 6- 5 4.- 3,_ ._2 12 I I 10 y- - 8 _ - 7- b 5 . ._ 4 - - - - L---- 1- i " -1EFFREY 6RIA4�1? �.-FR H TABLE 3 MINIMUM SEPERATION FROM GLASS(inches) ADD 1"•FOR MIAMI-DADE HVHZ Span DESIGN PRESSURE(PSF) ��p ® - (in) 30 40 50 60 70: 75 80• 90 100 110 120 130 '� 0 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 54 3.0 3.1 3.2 3.3 3.5 1 3.5 3.6 3.7 3.8 3.9 4.0 4.1uLi iEl`F3�YO' G 60 3.0 3.1 3.3 3.4 3.5 3.5 3.6 37 3.8 3:9 4.0 4:1 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 Sao >LL j 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' w w 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 5Z 5.6 .5.9 6.2 6.5 7.1 �� = 90 4.3 4.7 5.1 5.4 5.8 6.0 6.2 6:6, 7.0 7.4 7.7, 8.2 e t 96 4.7 1 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• ,A s 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 Yf ;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 Y+ I 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 1&0 15.0 U 132 7.3 8.3 - 9:3 10.3 11.3 1 11.:8 12.3 13.3' 143• 15.3 16.3 16:1 Z = 138 7.7 8.7 9.7 10.7 11.7 12.2 12.7 1 13.7 14.7 _ 15.7 163 16.6 144 8.1 9.1 10.1 1'I A 12.1 .12.6 13.1 14.1 15.1 16.1 17.1 17.1 N IF I 150 8.5 1 9.5 10.5 11.5 12.5 13.0 13.5 14.5 15.5 16.5 17.5 17.7 W N E 156 8.9 9.9 10.9 11.9 12.9 13.4 13.9 14.9 15.9 16.9 17.9 18.2 162 9.3 10.3 11.3 12.3 13.3 13.8 14.3 15.3 16.3 17.3 18.3. 18.7 � r E 168 9.7 '10.7 11.7 12.7 13.7 14.2 14.7 15.7' 16.7 17.7 18.7 1931 L11 'a 174 10.1 11.1 1 12.1 13.1 14.1 14.6 15.1 .16.1 171 18.1 19.1 19.8 = .N h o 180 10.5 11.5 12.5 '13.5 14.5 15.0 15.5 16.5 17.5 18:5 19.5 203' a' %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 Z 192 11.3 12.3 13.3 14.3 9.5.3 T5:8 16.3 17.3 18.3 19.3 22:2' 24:9 �- �:'� .a m z 198 11.9 12.9 13.9 14.9 °.� ¢, z D 204 12.5 13.5 14.6 15.6 Q ro ` _ in ID! 210 13.1 14.1 15.2 16.3 o: 2 216 13.7 14:8 15.9, 17.0 5 ' 222 14.3 15.4 16.5. 17.6 N 228 14.9 1 16.0 17.2 18.3 234 15.5 1 16.7 17.8 19.0 NOTE:INSTALLATIONS NOTE:,INSTALLATIONS Q' 240 16.1 1 17.3 18.5 19.7 OUTSIDE OF THE HVHZ•THAT OUTSIDE O-F THE HVHZTHAT 0 GLAZING 246 16.7' 17.9 19.1 20.4 ARE NOT WIND ZONE 4.OR ARE NOT WIND ZONE 4:OR I-- 252 17.3 18:6 19.8 21.0 ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES DO N. I C 258 17.9 19.2 20.5 21.7 NOT REQUIRE SEPARATION 'SCREEN NOT REQUIRE SEPARATION r Cj 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. LU N o i,�w i 270 19.1 20.5 21.8 23.1 z ..� Q N.�o w 276 19.8 21.1 22.4 23.8 DEFLECTION MUST BE �' `o° 282 20.4 21.7' 23.1 24.4 288 21.0 22.3 23.7 25.1 MEASURED-AT PANEL DEFLECTION'MUST BE e 3 o a 294 21.6 1 23.0 24.4 25.8 MID-SPAN. SEE TABLE MEASURED AT PANEL ?z N m 300 22:2 MID-SPAN.SEE-TABLE 23.6 25.0• 26:5 ABOVE FOR:MINIMUM � d z� g SEPARATION FROM GLAZING: ABOVE FOR MINIMUM 306 22.8• 24.2 25.7 27:1 'SEPARATION FROM GLAZING. U ! 'z m 'B 312 23.4 24:9 26.3 27.8 3: �r, 318 24.0 25.5 27.0 28.5 SCREEN �,3 324 24.6 26.1 27.7 29.2 ,Z °26 c ; 330 25.2 26.8 28.3 29.9 DEFLECTION DIAGRAM DEFLECTION DIAGRAM '•,'" '=w •� 336 25.8 27.4 29.0 30.5 342 26.4 28.0 29.6 31.2 348- 27.0 28.7 30.3 31.9 A 6 3 30.9 32.6 A:350 8 299 31.6 1 33.3 5: - --- - - - - 12 1 I 10 9 8 7 6 y _4 ------ -g,--- -.- -- 2- - - -- ----I---- � 12 11 10'_ 9 _ 8 _�._ ._ 6 5 .. d_ _ _ . _ 3 _ _- _ _'z E FR - ]F EYC:FRIA T P E. fiP 6J I T)li,g4 / KKTLy��F 14"TO 14" �``` tw�\ •r �� H 1.2 I10"0 ALUM.POP RIVETS(IYPJ ••••;�y7�0, 6 GEAR PLATE OR ��'• • F1-1'�A ALUMINUM HOOD BACK MOTOR BRACKET I Q _ y60974i 1••.\- ROLLFORM.040'ALUM. % �„— OP ENTRY OLrr K: pESFAL RAIL SIDE RAIL MSv7 i4' 2-x2'x 1/8"ANGLE AIIACHED AT 24:O.C.MAX. P.I. OR - / fIn 1/e•0'ALUM.POP RIVETS,TYPJ TUBULAR MOTOR /1/11 I Idd DSL\\\GI x I �DRNE CAP L7 T$ G I.3 40 mOR70mn 0 ALUMINUfv180X COVER STYLES g, W STEEL OR ALUM.TUBE ROLLUP SCREEN INSTALLATION-SCALE: &" 7 60mm OR 70mm z BEARINGIDLER LAZE OR , i STANDARDOR W V f 3 IDLER SUPPORT - AowstaBLEPIVQT_ UP.TO IW LBS SCREEN WEIGHT WITH: tl�� O CIO M•CASI SIDE PLATE (31.5/16"TAPCON OR NIOx 314"TEKSITYP) (3)1/40%1"SMS. :2 -TOP ENTRY_ ALUMWUM HOOD FRONT F 19 RAIL GUIDE SIDE RAIL ROLL FORM.0d0-ALUM. tn R 10 x 314•IEKS fTYPI SCREEN + UP TO 350 LBS SCREEN WEIGHT WITH: U - BOTTOM BAR 14J 5/Ib'0 TAPCONS OR O_I �PLASIIC TRACK GUIDE W a 360'MAX.SPAN WIDTH E• ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL 'E ROLL-UP SCREEN INSTALLATION-N.TS. UP-TO LBS SCREEN WEIGHT WITH: N W TYPICAL SINGLE SPAN UP TO 24'-0'INSTALLARON-N•T.S. w ri (4J5lIb''OTAPCO_N50_R D ,(411/4"0x1"SMS � h•vi y .� Z 3 } D W = 1 Zo f I LN.D N Q Z .D MOUNTING BRACKET SHAPES Q '� LL y z_ jDl ROLL-UPSCREENINSTALLATIONS-N.T.S.xx (n 2 12 U. AWM-MULUON -BUILD-IN OR BUILD-OUT -EXISTING STRUCTURE. z LU o ¢ ao ! z 0 Y G z -< o'. o 0 - SEE BRACKET FASTENER SCHEDULE THIS SEE BRACKET FASTENER SCHEDULE IHSy ri'z0m SHEET FOR FASTENER SgEAND QUANTITY SHEET FOR FASTENER SUE ANDQUANTBY w B ---- ---- iW 11 U o. o z MOUNTING BRACKET MOUNONG BRACKET MOUNTING BRACKET (SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) (SEE DETAILTHIS SHEET) �• c 360"MA%.SPAN WIDTH Od ! p�.�.0 ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N_.L_S: _ _ MOUNTING BRACKET INSTALLATION A -ROLL�UP SCREEN-N.TS. -" - - (L� 'A•. .V' ' 12 11 A_ .q 8 Z .. .— — 6` - _ .. _5.. - 4 _ 1 M f JEFFREY Ci FRIA P.E.-1 INSTALL THE APPROPRIATE ANCHORS TO THE GIVEN I/4',05ELF-TAPPING i1PE 4�717111E1 1 SUBSTRATE*24"O,C.IIYP.T.HEAD BOX ANCHORS 2'x T'x 1/6' INSTALL APPROPRIATE ANCHORS `L - 717x,ARE NOT REQUIRED FOR STRUCTURAL SUPPORT OF CONTINUOUS AS NEEDED 10 PREVENT MOUSING $M53'FROM EACH END C �I/' x FROMSAGGING: {LURE OUIID-OUT HEADER AND 24 O.C.ITYPI i� SYSTEM AND THEREFORE DO NOT FOLLOW THE ANCHOR ALUMINUM ANGLE FABRIC ATTACHED PER NT. SEE SHEET 3 FOR TUBE OPIIONS� ',H. TABLE SCHEDULE: :MANUFACTURERS 2.2 T.I/B*C0NTINU0US SPECIFICATIONS ALUMINUM AN O 60974'1e. •(� SUITABLE SUBSTRATES ZZ --- Vm i OmONA*isFALI #i INCLUDE CONCRETE, �' �• CONCRETE FILLED CMU. ...•:+ ( 900�,"1 •y /'Tq�• ZZ INSTALLTHE •♦!i ^ 1 ,(�� GROUT FILLED BLOCK, APPROPRIAIE 4 .•Aj_ b (�O ``fi ALUMINUM.$IEEE ANCHORS TO TH Al i •�\��- E p IV HOLLOW BLOCK. Q [[N, Y\�Y AND WOOD. GIVEN SUBSTRATE. I / F L G, THEANCHOR TABLES l7 I P1T11 FABRIC ATTACHED PER _ � _ _ -'•�` MANUFACTURER'S IFICATIONS. / !HOUSING SIZEVARIES,WRH ROLL SPE SUITABLE i DIAMETER. EHIIING DDENORHANISM SUITA@LE SUBSTRATES �I MAY AI5O BE HIDDEN OR' INCLUDE CONCRETE. I MOUNTED IN EAVE ORS,OFFM ! CONCRETE FILLED CMU. {�An 'GROUT FILLED BLOCK.)" - v g -ALUMINUM.STEEL. HOLLOW BLOCK. s I I ,F, / ,AND WOOD. I u IF1 V .-. - SNEIRACK GUIDE LOCATON "HOUSING Silt VARIES WITH ROLL / DIAME7ER.,ROLLING MECHANISM, L Y U. '6• 1 1 MAY ALSO BE HIDDEN OR, SIDE TRACK GUIDE LOCATION MOUNTED IN SAVE OR SOFFIT ROLL-UP FABRIC;OR SCREEN 'SIDE RAIL ATTACHED PER N .L 3'x 3'x I/B'AWM,ITYPI i APPROPRIATE ANCHOR(ABLE, Lu N ,E ` a ROIL-UP SCREEN I— iE VERIICAL3 x-(VARYING DEPTH)BUILDOUT � �'- 114'O.SELFTAPPWG FASTENED PER ANCHOR SCHEDULE-OFFSET V) W SIDE RAUATTACHED PER SINS I2�PER LEG:RYPI BUILD-OUT ANCHOR LOCATIONS 3'TO ALLOW SUITABLE SUBSTRATES APPROPRIATE ANCH0RIABLE. Ft TOP&BOTTOM .SIDE RAIL I0 BE MOUNTED PER(FIE H g Y lIi INCLUDE CONCREIE N, PUBLLSHED'ANCHOR SCHEDULE., CONCRETE FBLEDCMU. 2 GROUT FILLED BLOCK—/ ® 3 D, x. ALUMIIIUM,STEEL, ROIL-TIP SCREEN BOTTOM BAR W'� HOLLOW BLOCK. p•;z co Z°j t WITFIOP SCREE SEALINSERT. [�� o• `AND WOOD. SCREEN BOTTOM BAR INSTALL THE APPROPRIATE ANCHORS TO THE N.S N I -BOTTOM BAR SEAL T/B'THICKALU ANGLESILL I N z D GIVEN SUBSTRATE PER THE ANCHOR TABLES. IOPTIONAII M Q :� Z ibi I -'T CONCRETE SHOWN;OTHER SUITABLE SUBSTRATES g THICK ALUM:TUBE, •Ln, w INCLUDE CONCRETE FILLED CMU:OROUT FILLED BLOCK. BUILD-0U1 SRLSEE I/41y SELFTAPFlNG = 'SMS Cn Z4 O.O ITYPI NU•_. 1 HOLLOW BLOCK,ALUMINUM;STEEL�ANDW'OOD. SHEET FOR TUBE '0P.11ONS:, V.. l 3.250' �— BUILD,OUT OPTION. 0.750' 0.198 T ROLL-UP SOLAR UG SCREEN 'ROLL-UP SOLARBUG'SCREEN. C TUTS. SECTION VIEW Ni.S." SECfM)N yRW IC; .P 'H N O S err 1 Ot;Z- _ __ O:� 1 3 3/A"BUILD-OUTSIDE RAIL WITH SNAP IN COVER 4 SIDE.RAIL7 TRY GUIDEW/SCREWS P.LASTIC6 �3 p¢ 6 N.T3. $EC COVIEW - N.i3. SECTION V:Ew" B, 3: m �B:- 3.250' 3,250" 1465 0.700' I U ,''x o L�z:O 0.75" .- F z. r 0 2.ODO 8.6�5 N L038' 1.03T 0!2 2:750' I5: 1 0.150' THE B0TI0M eAR6 I OI' J. REQUIRED ONLYFOR 0269" / ROLUNGSYSTEME IT IS HARDWARE ACCESS HOLE,COVERED HARDWAREA ESS CLOSED .OPTIONALFORMANUA U. 1 'A WON SNAP IN EUiTON IMI WITH$NA ICOVER ITYPI- 'OPERATEDSYSIE D.30 Y- 7. 'Al 5. SIDE RAIL WITH SNAP IN BUTTONS 6 'SIDE RAIL WITH SNA IN COVER 7 SDDE:TRACK, @ ROLL-UP BO -BAR 9 BOTTOM CK GUIDE PLASTIC 6. N.I.S. $ECIIDNVIFW N.1,5. CTION Vow .6 ,N.T,S. SECTION VIEW .6 N.TS. SECIIO XW N.I.$: SECTION VIEW ; i 12 - J.L 10, 9- ._- 8- ._. 6. _. _ S: - — 4 — g 2SU TABLE SUBSTRATES 114CLUDE SUITABLE SUBSTRATES INCLUDE . SUITABLE SUBSTRATES INCLUDE JEFFREY,'C�f I 4FF E- CONCRETE.GROUTT FILLED BLOCK CONCRETE.GROUT FILLED BLOCK• CONCRETE GROUT FILLED BLOCK. ��//1%/' CONCRETE FILLED CMU,ALUMINUM, CONCRETE FILLEDCMU,ALUMINUM: SEE TABLES'FOR APPROPRIATE CONCRETE FILLED CMU:ALUMINUM. ��� i, HOLLOW BLOCK,STEEL AND WOOD. HOLLOW BLOCK,STEEL AND WOOD. ANCHOR AND SPACINGHOLLOW APPROVED 314':BUILD-OUTSIDE RAPPR APPROPRIATE s. I HItSEE TABLES FOR APPROPRIATE .SEE TABLES FOR APPROPRIATE 'SEE TABLES FOR APPROPRIATE � f'•••• RAIL'PER DETAILS ON SHEET 7 -ANCHOR AND SPACING 974 ANCHOR ANDSPACING ANCHOR-AND SPACING HO APPROVED SIDE RAIL APPROVED 3/4"BUILD,OUT SIDE 1�� APPROVED,3/4"BUILD-OUP,SIDE I *_ PER'DETAILS ON SHEET 7 RAIL PER DETAILS ON SHEET 7 'I RAIL PER'DETAILS,ON SHEET 7 �- •* I ��VAUD ON YWRH ORiGWAi P ESFAL _- c SAT q • 'm "• > .. NA SUITABLE SU3STRATES INCLUDE 7 I ^ CONCRETE:GROUT FILLED BLOCK. ..� &. 1ALLWOUNT-SE CONCRETE FILLEDCMU;ALUMINUM �HOLLOW BLOCK,,STEEL AND.WOOD.ON 2 WALLMOUNT-SECTION WALL1410UNT SECTION IY LSIDERAIL INS1AlLAPON(OPTIO 1-N.M. ,3/4•dTlllO-0ViS,DE RAIL WSTALIATION(OPTION 11.N.T.S. 3 3/4•BULLD•OUT 510[RAII INSTALLATION IOPIION a)-N.iS.' nWALL MOUNT-'SECTION• .w psi F Lf3/4'BULLD•O[SIDERAIL WSIAlLA710NIOPIlON41-N.1S. ■■1 n gS'ir 5/B" AQCESS HOLE(TYP) Y11a (OFFSET FRO \ - = , 114-14 DRIL-FLEX(TYP) I (SEE ANCHOR TABLES 'U. • FOR SPACING) 1/4-14 DRIL-FLEX(TYPI, Z (SEE ANCHOR TABLES 'SEE TABLES FOR APPROPRIATE — 2 SEE ANCHOR TABLES TUBE OPBONS ANCHOR AND SPACING. APPROVED MULLION FOR APPROPRIATE FOR SPACING] ANCHOR AND SPACING 3'.x 4" 2'x3' E• 3"x IEI9' NOTE: A MULUONSFOR ,~' 'IL 'w f A TUBE OPUO MULTIPLE UNIT N � J pp 2 x4 2'%Z' WSigLLATIONS,SNALL D b y i 3 x4 2 x3` _ NAVEAPPROVAL FOR Q. Q 4� 1 TN6 TYPE OESHUTTEtDRILL = I 4 4.3. 3+. 1/4=14 •FLE%(TYP) w•aD ANGIE OPUONS, SYSTEM' 7 .(SEE iABIES'FOR LU Q• 2' 2 & s SPACING) w 'f-' Z H O' o. m O 1 'SEE TABLES FOR APPROPRIATE O,N G •? I D ANCHOR AND SPACING • " Q �o z D • HOLEI YPI SEE TABLES FOR-APPROPRIATE RAN ACING - I V) _• gB*Le B LD-pUTMOUNT.-SECTION �MUL'LIONIMOUNT-SECTION LINrnLui 6Fr N5•N.TS. ILD-1N'/IOUNT-SE- ' 6 SIDE RAIL INSrnLLA71ON IOPTION 51-N i.$.- PEOFERTOSFL-3)74+.7 iAlLAIIL)N(OPTION 4I.N,iS.. T. U_ j p 1"x 2"x 1/6"RETENTION ANGLE Q (FULL LENGTH OF SCREEN:OPTIONALI g�. ' 'E•- � 6 C- 7,• REMOVABLE FASTENER 1",nTx1/g" I •` RETENTION ANGLE 'SIDE RAIL VO' ,� v C' r 7 n r 1; t SIDE RAIL' Q c 5 o•w I , •. -I ,p. oN. i a_3oQ SIDE RAIL - � REMOVABLE 1"X•I-1�T X,118. 5 .p. ��d''�ro B FASTENER' _,'�RETENTION.ANGLE•�il 0 �_ j -!o SIDE RAIL 'RETENTION ANGLE - REMOVABLF. '..O. Y (- REMOVABLE FASTENER• FASTENER' - � 3;Z RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION �RETENTION'ANGLE-DETAIL /ZRETENTION ANGLE SECTION Z Ll.,' 10, o SIDERAIL INSTALLAVON(OPTION 9 SIDERAIL INSrALLAIION(OPTION I) N.75. .SIDERAILINSTAUATION(OPTION()-N.TS. - ,. .SIDE RAIL WSTAC1AlION(OPTION 7j Nl.$:, ,p ,En• w'� NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THERETENTION,ANGLES ARE NOT'REQUIRED WHERETHE SLIDE A. SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACK ENDS'ARE-AGAINST THE.EXISTING STRUCTURE. AI 8 1-2- 11 10 - -' - 9-- 7-- --- - 6 ---- - --5- q------ g-,.- - 2 - - `1 — 12. 11 10 9- 8 7 - - b 5.. 4 --— 3 - — 2'. _. ._JEEP T,��/!4�!. SEE TABLES FOR APPROPRIATE ` Q"•••QIv ' g ANCHOR AND SPACING- ,•',•1 c S•'• ���' H SEE GROMMET AND STRAP SYSTEMS 94 SLIDE k94;H; % 1 3 FOR ALTERNATIVE ATTACHMENTS(TYP) TRACK 7 ; •- # ! SLIDETRACK ' 1�� t' .YWrtH k�i Y:c Al nn lT�,n I"x I-I/7'x 1/6' RETENTION ANGLE` - ITT 4B RETENTION ANGLE REMOVABLE. REMOVABLE FASTENER /�- �•� � FASTENER & mi RETENTION ANGLE.-DETAIL(OPTIONAL) �RETENTION',ANGLE-;SECTION(OPTIONAL) � � SUDEIRACKINSTALIATION(OPTION II-N.TS.' `SLIDE TRACK INSTALLATION•N.TS r r` �Nr NOTE:THE RETENTION ANGLES ARE NOT 5'v , F REQUIRED WHERE THE SLIDE SCREEN TRACK tn. ENDS ARE AGAINST THE EXISTING STRUCTURE. SPRING PIN. SEE NOTE* U SLIDEICRE_NSIN_GLE PANEL-ELEVATION SLIDETRACK Z 3 OR 4 SIDED ATTACHMENT.VERTICAN OR HORIZONTAL INSTALLATION-SCALE ILLS. ,/� � -2 SLIDE SCREEN SINGLE PANEL-ELEVATION NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN l�/ w TYPICAL2SIDEDATTACHMENT-VEPTCALORHORILONIALINSTALLATION-N.TS. THE SHORT DIMENSIONBEWTEENFASTENERS. ^! E f — ;.EI N yC SLIDE TRACK J ADJUSTABLE RETENTION - SPRING PIN Z 3 .P PLUG,SEE NOTE' ,Z g --)NEOPRENE ADJUSTABLE PLUG W/-BRASS FITTING -.-,,STAINLESS STEEL SPRING PIN ,o' m 0 0'N a �JAIDE TRACx IWALLATION[OPTION?)-14J.S. ' SLIDETRACKMSTALLATION[OPTION 31.1'LTS, < m: D' SUITABLE SUBSTRATES INCLUDE 5/B"O ACCESS HOLE ITYPI `<l •a. ZI�I CONCRETE GROUT FILLED BLOCK. -[OFFSET FROM DRIL-FLEX[ < 3 CONCRETE FILLED CMU.ALUMINUM, N�IE':ANYMECHANICALORPOSITIVELOCKING ,/4.14'DRIL•FLE%(1YPI V) Ix DEVICE MAYBE USED IN LIEUOFTHE PLUG OR = HOLLOW BLOCK STEEL.AND WOOD. •ISF.E ANCHOR TABLES - C SPRING PIN SHOWN IN THIS DETAIL AT TOP OR VCR SPACING[ < I SEE ANCHOR S APPROPRIATE BOTTOMTO'HOLD PLASTIC FABRIC INSIDETRACK. U ANCHOR,SPACING.AND - - - '� EDGE DISTANCE. C I/4.14DRIL-FLEX(TYP) 1/B-ORI/4"WALL THICKNESS 'CI ($EEANCHOR,TABLES (SEE SLIDE TRACK MOUNTTABLES ON I"X4" ' o�I - • FOR SPACING) SHEET FOR THICKNESS) ,2•x 4" •�x 2 � N. c x 1 . $'•• _ - 3"K 4' 7 x3 Q a Lam-o w 3'x3" .p �.� 4`x4.. _ �n o i. •• •.�• - o a=O o tlt•• p ,z o,o-a,i a'•s B ••• .•. TUBE OPTIONS ••- ' _ %3 z=- IB' 2,C2 U' m SEEGROMMEIOR.SIRAPSYST-S A O O FOR ATTACHMENTS DETAILS ITYPI N i 3 F4'2"x3' H- z, 19 4 4"3,x3' �d-s Z •' ANGLE OPTIONS m •"• • t: Z Iy 3-x 3"x�' - - 7- EASYSCREENSINGLEPANEL-ELEVATION I SEE TABLES FOR APPROPRIATE-•• TYPICAL^-SIDED ATTACHMENT VERTICAL OR HORIZONTAL INSTALLATION-N.TS 7x3-xe ANCHOR.SPACING,AND .SEEANC OR SPA ING'APPROPRIATE, �. i G n g EDGE DISTANCES"'• -ANCHOR,SPACING•AND •; , -c�W''A`LL MOUNT-'SECTION - 5/8"0 ACCESS HOLE ITYP)- EDGE DRTANCEi. 'A - A• `�-IYPICALSUDE TRACK INSIALLA110N(OPTION I I•H.TS. e BUILD-IN'MOUNT-SECTIONBUILD OUT'.MOUNT SECTION 9 SLIDE TRACK INSTALI,IJON(OPTION 2I-NT.S. SLIDE TRACKINSTALIA1I (OPTION 31;Itff. I 12 11 10' - 9 $ •- 7.. __�... .YS, '12 1'I lU- 9 8 7 6 51 ;4- 3- - -2`- — -J. - -.` .- -- - -- --- ------ - - `-_..- - --JEFFREY:C:F AN�1-P.E� , H SEE SLIDE AND STRAP SYSTEMS 1. I_'', �+�+,'Nw•= FOR ALTERNATIVE'ATTACHMENIS(TYP1 O B0974 I,tl� EXISTING STRUCTURE IIYP) wMP.E.SEMI ••�'_ SUTTABLE SUBSTRATES INCLUDE 7�T CONCRETE GROUTMtEDBLOCK:. Q•' !F` •T Q�' - I CONCRETE FILLED CMU,'ALUMIf,IUM. � . :l�(Q� HOLLOW BLOCK,STEEANOWOOD. (� 1 (�qq`��(('V (SEE RABIES FOR APPROPRIATE- ''Affv/, •A..�L;`"v` ' G i ANCHOR ANDSPACINGI IIII I �. G' O 24 � W - 9 03 NICKEL PIATEO' i MASS,GROMMET •�' 6 i Mo 1 F -------11 YJ F ) �. T GROMMET-DETAIL r W�OUNT"� CTIO U ' N.i.S: WS?Al1AR0N(OPI SE N IDN I)•N.IS: Z = 2 19TMAX.SPAN WIDTH W E GROMMET SCREEN SINGLE PANEL-ELEVATION. w TYPICAL?SIDED ATTACHMENT-VERDCAL OR HORIZONTAL INSTALLATION-N.TS. �:LL O C),h LL�.K• Fp' OVERLAP w' �++ .Z. r--1-- Fr � Pal•�m Z.; I TRACK BOLT(IYP) < N•� ¢' I m o D D' SEETRA fKOR SOPACING) •0 Z I ' N 85 ; I `!TRACK'ITYP( U, o TRACK BOLT'(IYP) y ISEE TRACK BOLT, - O Ci 3' I -TABLE FOR SPACING)' iC, a a IC, - •7 •1 -r IN, Z rj a r ¢ ORSTUDDETD :.',.:• -- fit' :�- TRACK(TYP) O< 2 p N.,io• , iAPCON OR REMOVABLE FASTENER(TYP) TAPCON OR REMOVABLE FASTENER TIYP) I '(SEE FASTENER TABLES FOR SPACMG) B TSEEFA57ENER TABLES FOR SPACING) wm, B_ ` - - - BUILD-IN MOUNT-SECTION n"F TRACK MOUNT'-SECTION .. z' ANGLED•1 OR S7UODGD GISTAIWION IOPUON 21 HM. L.J,S7ANDARf).OR BLIILDON IN51Al1AT1ON IOP110N 31-NY3. - _ - QZ H 38'-6"MAX SINGLE PANEL LENGTH(TYPI 3lB'•6"MAX SINGLE PANEL LENGTH(TYP1 Z• • H o w"e LL � N UNLIMITED NON�SPAN LENGTH UNLIMITED IJON,SPAN LENGTH O•V' 6"Q; GROMMET.SCREEN MULTIPLE PANEL-ELEVATION GROMMET.SCREENMULTIPLE PANEL-ELEVATION- A LAPPED SCREEN•VERTICAL ORHOR40NTALBISTALLATION-H,T.S. OPTIONAL COLUMNATTACHMENT-VERTICAL ORHORIZONTAI INSTALLATION•N.M. .A 10 - 12 I I 10 9 f3 / 6, -' --5-- 4: - -- ----- �------ ---'-�-;2 --- ----._—:1_._., 12 11 10 y a. 7 5: a 3£- - s1--JEFFREY C. CEH/NlA' q I„I• 0.373" 3,73" 0.373" I -�-1-- _ 0.95A" 8.313" 0.656' - 4 OOM Wi OIB Al RE SEMI 0.313' 0.658' 0.313' -0.658" 0.3137 0.658" ' 1.675" .093' - 2.000r �n.'\��/ 1,675 1.615". ��LiJL'(Y�O G .093' 1:675" '���� yy L .0.954' �77I11 ss1111\\\`\` G ��y 'G' 7 rA LOBO fyl Uo 2.000'/ -I ALSO AVAILABLE .I- 2.000' _ 12.000' ll. �L{/.J z M1 BUIIDOUI ANGLED T"TRACK BUILD-OUT T'TRACK REVERSE'ANGLED T"TRACK STANDAR15 T"TRACK STUDDED ANGLED•TRACK 1'" '$`1 F 6063•T6 ALUMINUM-N.T.S. 6063-76 ALUMINUM•N.I.S. 6063•16 ALUMINUM-N.TS. 6063•T6 ALUMINUM-N.TS. 6063•T6 ALUMINUM•N.T.S. ',w .67� IFi ZIPPER KEYNOTES Z A: (3)ROWS STITCHING EACH SIDE OPRZIPPER THREAD:138'DENIER. 'N POLYESTER. 'w E B. .ANY SPRING CLIP W/MINIMUM, !EI RATINGOE50 LBS.W.L.. F,..ru E :C.- 2"WIDE SEAT BELT;WEBBIRGWITH: A LOOP. � ":.LL oo ' D. STRUCTURAL-.EDGE HEM.VARIES.BY0.'.- > p!0. - ' E. 2"WIDESEAT BELT WEBBING W/ 111 .5 W •_• BOX STITCH. Z_"w � I N 0 N •� A B Q.,T ID: E :E0 3 � V N NOTE; I'MIN: C 1. •APRROVED FOR UP TO 60PSF MAXIMUM. o. 'Ci 2: MUST BE INSTALLED IN SPAN DIRECTION. — z 3. SHALL NOT PENETRATE HEMS. •1w-- ,N• Q v N•.�O w $�z ' _ c3zQ p C��N zW� B ;B; z a .Z �3 i �008 I /. ` Z LL S A SLIDE TRACK SLOT-DETAIL !+. 6063-16 ALUMINUM-N.I.S. 1 1 r" .,_••i�ao�•♦��♦nisi•�♦�e�i••♦�ii�♦•�•♦'i�s�•iryi�� ' p�♦�i�i�♦�♦�i�ii�iei�e�se♦�i4is°Y'��°a°�°i'`� ♦.2 .,:�•♦D ♦♦d♦A•♦♦d♦ee ♦d ♦ I, �p►♦ee ♦♦♦♦d♦♦♦o♦♦♦so♦♦e 'i,,, `e , � •� ,&�,° A♦e ♦ °♦♦•♦♦♦♦♦p0♦o O♦°oOd♦i0•� ►e♦o•♦♦d♦♦♦♦° o♦♦♦♦oo♦e• °o� •°i°i 0 _�I•♦�♦•i♦�♦��o�dd�♦i♦�♦�Cii°d♦i°i°i°i°♦°ii°i`i� ��geei►i•�♦i°iii•♦•i°i°ii°ii°i°ii°i°i°a°ice!!: ego• �♦��i �a••r ... �iiid•`i♦♦.•.♦♦♦♦♦°♦♦e♦♦a♦♦♦•♦♦♦�•♦♦♦.♦�I ��de°♦♦e♦♦°•♦i°s°ii°oo°i°i°i°i°Oi°i°.°i°i°e�I I �e�. ♦♦♦v♦� �. -J;►♦°♦♦♦°♦♦♦d♦o♦♦♦d°♦♦oe°Oi0°•dd♦♦♦♦°e°♦ , ►idd♦♦♦♦♦°♦♦♦♦°e•♦°♦♦e°♦°♦♦Oio°♦O°od°off! ��11��® so♦i •°iid� I®.._ •,♦��♦�♦�O♦d�♦�►�i00°ei°ie�e�♦�i♦d�♦�♦�!� �I►s♦♦♦♦e♦e♦d♦♦d♦♦°•®♦♦♦♦e♦♦♦�i♦°i°♦•♦�°Oid���� �I'�°♦d° •e°e°e� .,,_ �i♦♦o♦♦•d ♦ddMie♦♦♦♦d°♦°i •,� p ►i.°♦♦o♦♦♦ri°♦♦i°s°ed°♦d°•.°i°♦•♦♦°i°o°r�•: ;e♦°• o♦♦°� I® _�i°i°ti°i�ii°id°°i°i°i°i°i°ii*s'%i°i0°°i°i�I. ® � ►•o°°•°°�°°°♦•♦�♦♦♦d°i°s•♦°i°o°♦•♦d♦°4•i°���• p �♦♦ soese� -•- ydded°00.°s°♦d°d°o°o°OOi♦d°00♦-�,. ... ►�♦°♦°�♦d°♦OOi♦d♦♦♦♦do♦♦♦♦♦♦♦o♦♦♦♦e�♦osd,: ® �° o♦o� s _. .,:I��►i°i°id♦°i•♦♦°♦°i°is•♦°♦•♦i°i°i°i°io°i°i��: .,: ►i°i°i°°i°:°♦°i°°o°i�°i°i°i•♦°♦o°i°i°i°i°is°�: � ♦°ds� �O♦°♦e♦Ti°♦OO�i►�♦♦•♦Mid ♦♦♦••♦♦♦�•o♦�I ►i°Odd♦♦♦Oi°i•.°o°od0°oi°i°i°e°i°i°♦d♦♦� � ..- • _ ►•e♦°o♦♦♦°e♦♦♦♦♦♦�•°e°.�♦♦d�i♦.♦e♦♦ ♦♦♦ 0•♦°O♦pdOiyi♦°♦•e♦e♦♦e°♦°o♦e°.♦.♦e♦,� ••i�i°i°i°♦Oi�ii°i°i°i4•♦°•°♦°i°♦°♦°♦°i'♦°i°�I II►•�°;%dd0•°i°;%i;•�i°;�;�•o0°••i♦;%•°�♦•i'� :i�'i►�♦�♦♦♦♦O♦�°.♦♦�♦�°�♦�� �°�+e4��°�i� : 4°°°i�°��o°�°o•♦°s°�°de°�°Oa°e♦ s♦�`o♦♦� � . . . o F°i°ii°i�ie°i°Oei°di°i°i0°�°�°°�ei�°�°i°i�♦�o�e�e��: .,=�i`°oi°i°i°iii°i°ii°ii°i°i°♦°iii`•♦i°i°�°�!� o ' ® ' .:out►id♦°°i°♦i0°i°i°i°iSi♦°i00i°i°ii4°♦i°i°i°i°i° !_ p __ �ii°i°Oi°i°ii°Oi°e°oA°i°i°i°•�i♦°i°i° • �, ♦°♦♦Oi° ♦d♦�♦♦�s♦♦i°i'e►d•°id°i° !� _ I►♦♦•o♦�•♦♦♦♦♦s•soe♦°♦epo♦e♦♦♦♦°o♦♦e♦♦♦ I © Ii♦d °id°♦�idie ♦••°od4♦.ed°♦♦♦.♦e♦♦o� = ►♦♦♦�s♦odds°♦°.♦o4°��i♦. °.♦. ♦♦d♦♦♦°�,•= ........... .,9C♦♦�° ° ♦i°•♦♦d♦♦dede °o�I r �► ♦ed°♦♦ a♦♦♦♦♦♦� ♦Osd♦o♦Q I �ed000♦eo♦eeo♦s♦� �I�I G�°s°ed�►°eye°♦•i°o� • • • ►O•°o°i�io�iiiii ie°i°♦•i°:s°i°°e°O� '�♦�o�%i°s�♦oe��i�i °o°i♦oo°i°o°si°i� • � s°i•i°ii°°e i°ii� o . .. �.;,��.�■ °i°i°id°.�•i°♦°odd ' ♦ris►�♦�iNO♦�i�' 7�♦7�♦�♦97iD7� •♦ PD������;Ij r♦4�o�♦ �`re�:, ♦♦♦♦♦e°♦• • Oi♦♦♦♦o♦♦♦� di°i°i°i°Oi°i°ii� °fie%o�%%000�♦�♦♦ `°♦d•♦♦♦d`°♦°,o4`♦°eo�f •♦♦♦♦♦♦o♦•♦� ��► i°i°i•i°i°i°isi�i°i� �� i°o°°O♦♦♦°i�Oo°i°i°o°� • ►�► ° ♦ ♦♦♦ ♦ �° d♦♦♦♦♦♦ e♦� �•♦d♦♦ ♦♦♦♦° Oi ss♦d♦°♦♦♦♦ ♦� �i�♦�♦•i♦i�ioi°i►i°i° � �°i 'i0°i°i°i°i°o♦♦°°♦°iti� �e�♦�o�♦�o♦�♦�.�.�♦�.��o��..::,, !♦�♦°♦�e�ooe�Qe�e�♦�� ` �♦°o♦♦♦e•♦♦osei♦°� s ♦d ♦♦ei°d°♦�d� d°i°id°OOi•Oi°eo♦e♦� ♦o♦♦d e° °s♦♦ s♦°o♦i♦♦o � �I'I �I�®_.►oOsiO_.�'�°�e �°i°♦°♦•r°°s° od♦A♦ `i G♦ ♦Os♦o♦o♦eo did°o°i°Oe0♦♦♦is�♦♦do♦y�'I� �d°e d°s°♦°�°:e ®•�■I ►.°idi •i°id♦°i•♦d°O♦°i °♦��sd°s°i°i°id°i°e°i°i �i°°i°i°i°od°♦•i'♦•i°ede •d°♦•e°i°i°♦d°♦°♦°i �®� , ►�i°i°iiii►i•�°i°i�♦i'si� �♦�u�y�e�♦e♦�e°i�.�o�.��i�; �♦:s�i�•�i°bo♦�•s°:♦°sw•�il�� ti°♦°♦•♦°♦°♦d°♦°•°♦°� ���® 0 i°♦°rid°♦°♦°i°i°♦°i•°O' 6iWs�s�%ii%i° s°iee♦e', s%s�i•�, �°ir�e♦d♦°%eid•i°i°i iei♦� �°♦��i°ei♦i♦i•♦dd°ri♦d° �►d♦ro♦.♦d♦e♦♦o♦o♦°o•♦•♦°O, � y�e°♦°e♦s°.•♦♦o♦•.°� ® .• • ♦♦e•♦♦♦o•♦re♦♦♦♦♦♦♦♦♦� a♦♦u��°i°♦♦�°s°♦d°�♦♦°i°♦i �Ri •i0♦♦d♦♦♦♦♦♦♦♦♦♦d°.��I �♦oi0°♦o♦o♦dd°♦O� �ei°♦�OdOe°�s�°�°�♦�♦♦03 �O•r�i��°�°�°s°�♦�♦�°�ri��� �Oi°♦�°�e�♦♦iiori.♦.♦.O♦.i,,,..`o♦.♦e♦�♦�♦�♦�♦�♦�♦s0♦�� - ♦ddi�e�♦�♦�e°O�ri:°i°i ♦a�°i°♦°e°i°s°e°i°i°i♦•i �i°ii°i°°♦d°°i°idd�°°�4°♦' IIii°i0oa►�°�°�°es�s°�� °�i°O �i►i°.°•�id•♦drri �o���Ori♦o♦o♦♦♦♦•♦♦d°e♦� a♦♦♦♦♦.♦.♦.•♦♦♦•.°.♦s♦.♦�I �i♦e°.♦a♦♦.♦o♦°o♦ioo� : . •i°iir°e'id°i°i°ii°�♦►°♦' �♦•.�d♦•es♦e�°♦♦e♦o�i♦� �.♦.♦♦♦s♦♦♦�i♦°i°i°io♦°o�,!'I�id°♦°re•°Oi•°o♦i♦•o ,�.°�eo♦♦i°Oi°.°O°eMi♦°� y♦i�°'�d°•°i°od♦°ed°°i°O+ �i°ed♦Os°♦°o°.°i°♦°d°♦♦a ::,.i°i°i°♦d°i°i°O♦•"°♦°i°� - r .. i�%i°♦%%i°%%♦�%d`%%i3 e'D�`is%g%i°%i4�%%% %%e0��%r%%%%�%i'I��'+ii°i°i°i°ii°:rd°°e°i s 12. 11 To 9- 8 7 - - 6 --- — - 5 ----- -4--- - 3 — --Zr OPTIONAL FLAP 7EFFREY ARINPMiAil? rr. (WHEN REQUIRED PER, FIXED OR \ytPE� 09� rr rr GENERAL MOTE#7J STRAP BRACKET WITH ��` '•.'rT '� ADJUSTABLE EXTERIOR FACE 121 1/4"OR 5/16"TAPCON(TYP) •�A�'�� C STRAP EXISTING STRUCTURE ``\ �., •.• •',�Q•'.•* - H• \ (SEE FASTENER TABLES FOR SPACING) 4 FJC��- \ OPTIONALFLAP .SUITABLE SUBSTRATES INCLUDE CONCRETE GROUT FILLED BLOCK. REFER TO FASTENER .(WHEN REQUIRED PER CONCRETE FILLED CMU�HQLLOW.BLOCK TABlE5 FOR LOOP SPACING. :i• *., 0"TO'30' 'GENERAL NOTE 471 ALUMINUM.STEEL AND WOOD. 6.". % 3 .D MY MoRc NtLPESEAL WERIOR FACE s; - ��tz % uuf r, 1/4"MAX:G P. 0� 0 • - - �3' LrrNOTE:CAN BE ATTACHED 0°TO.30' 11 1 IUT�St G, TO EXTERIOR OR INTERIOR FACED G, FIXED OR ADJUSTABLE STRAP '• �' >d -, STRAP BRACKET WITH -3 (21-1/4'OR 5/16"TAPCON(TYP) • ISEE FASTENER TABLES FORSPACINGJ 1/ •�; �g� II nOUTSIDE MOUNT-SECTION r�ALTERNATE FIXED.STRAF/LOOP-DETAIL. v' STRUCTURAL ATTACHMENT FOR,LOOP N,TS.: c ' STRAP BRACKE7INSTALLAl1ON(OPTION 11'-N.T.S. (3)ROWS SIITCHING&BOX STITCH H' p PLAN VIEW DETAIL. nINSIDE MOUNT- �-�F - 1 STRAP BRACKET INSTALLATION(OPTION 21-N.T.S. tn. OPTIONAL FLAP PLAN VIEW DETAIL ! J (WHEN REQUIRED PER ,- 4 GENERAL NOTE#71 FIXED OR 1/TWELDARTHANCHOR' U W/WELDED'CE8.a HaX 4"DIA:X61$CH;40 PVC(TYPJ = + EXTERIOR FACE ADJUSTABLE THREADED INSERT IN'CONC.OR FILLED CMU 'O. Z STRAP LAG EYE BOLT IN WOOD'(TYPI - (SEE FASTENER TABLES FOR SPACING) O OPTIONAL FLAP III— III III-I T'�I I-LI '0 95 j 1 E 0"TO+0" IWHEN REQUIRED PER I I� I11�11 I LII III- 'LLJ GENERAL NOTE#7J III— 1-11�—III =11.1 11 .w -+ IEl EXTERIOR FACE I I—III I I� III I I I I.I III., ~ 14"MAX.GAP V) w I 1 II-I III III 1 III LI "• ° D To 30 f 111-1 I I I I�IIL 1 IIL I II LI I Il l I IllJ1 I ' w PENET T 0 p Z >'L • P S.I NOTE:CAN BE ATTACHED III— -III—III—II_II I—L=II'. ~ � o' < o'� FIXED ORADIUSTABLESTRAP '� M m•- I TO EXTERIOR OR III=1I ..—I 11=III I I I 1=1 I I O N INTERIOR FACE HATCHING THREADED INSERT IN CONC.OR FILLED CMU /// - I Ln LL z D ;D LAG EYE BOLT IN WOOD(IYP)J I 1 1'I—�_—I�,—III=11 I —1I1-1 I ,p 1 (SEE FASTENER TABLES FOR SPACING) - III =1 11=I 1=1 I 1=Iu 11171N" °.. INSIDE MOUNT-SECTION EARTH ANC D HOR ETAIL. . OUTSIDE MOUNT-'SECTION 5,EYEBOLTINSTALIATION(OPTION4)-N.T.S. .6 EARTH ANCHOR INSTALLAT ON-N.TS, U 4 EYE BOLT INSTALLATION(OPTION31-N.1S. PLAN VIEW DETAIL SOIL C_LASSAAMEDIUM DENSE SAND O 0 PLAN VIEW DETAIL POURED CONCRETE GROUT FILLED CELLS HOLLOW'BLOCK WOOD CONCRETE FILLED'& to C MIN.3 KSI MIN S.G.2t.55. REINFORCED CELLS C: ANCHOR MIN:EDGE -MIN.EMB. MIN;EDGE MIN.-EMB. MIN.EDGE MIN.EMB. MIN:EDGE' 'MIN.'EMB. -MIN.'EDGE 'MINkEMB. W .o c -� Li z m J 1 4"TAPCON 3" 1-3 4" 3" 1-3 4" 3"' I-1 3/4" 1.3 4'I N/A NIA 1 4"DRUI'IN 3-1 T 1" 3-1 7. '1" NIA N/A NIA N/A 'N/A N/A. 38"DROP IN 4" --1'-9 16" '4" 1-9 16"- N/A- - NIA N/A N/A NIA -N A 1 2"DROP IN 6" 7' 7" 2" NIA -N A' N/A NIA -6 5.25' - z - 14"CRETEFLEX 2-1 7' 2" 2" 2" -2-1 7' I-1 4" N N/A' 6" 5.25' IZ.z�; , 5/16"Ultracon 13515 Psi) 3" 2' 2-1/2" 2-1/4" 3-1/8" 1-1/4" 3/4" 2 '6" "5.2S' 3 8"LDT. 3" 2-1/2" 3" 1-1/2" N/A N/A N/A N A' 6" .5.25' ]G �d t7 m :B. 3 8"EPDXY ANCHORS'- 4" 3-3 8" 4" 3-3 N' 12" 3-3 4" - N A N/A •6" 5.25' _ 3 i 'BI 3 8" LOWS T 4-1 1-I 2" N A- N/A 4" 1•I 4" 'N/A "N A' N/A •N A '(� ww.m 3✓T'Combo Anchor LAG NIA N/A N/A N/A N/A 3/4" 2-1/2" N A N/A 1 2"Combo Anchor UG NIA N/A N/A NIA N/A NA 3 4" 2-IT N A -N A 1 4"PANELMATE INSERTS 3.1 2' 1-3 4" 3-1 7' 1-1 2" 3-I T 1 1 4" 3 4" .1-3 4" NIA 'N/A TE NIA _Z 1144PPANELLMATETVASE 2.1/2' 1 3 4" _242" 1-1 8" 2-1 2" 1-1/8- " 3 4" 2" N A, :N A - 21 Jn 0 1 4"PANELMATE MALE 4-1 2' 1 3 4" 2-1 2" 1-1 B" -2-1 2" 1 1 8" - 3/4" 2" NIA: N/A Zi 1/8".Alum_. 1/4'AIUminum 16GASteel WOOD A: .(MIN S.G.2.55)_____ •Allowable Epoxy brands&Types: ANCHOR MIN.EDGE MIN.EMB. MIN.EDGE 'MIN.EMB. MIN.EDGE MIN.EMB. -MIN:EDGE'"MIN.EMB. 1)Powers T308 p IbVSAMMY 2" 3threads 2" 1 3threads 3" 3threads 3/4" IJ/4" 211IW.RedHeadA7 I/4"TEKS 2" 3threads 2" 1 3 threads 2" 1 3 threads 7-- `6;- .5-- 4;------_ 3. _-' -' 2•. � _.,--__--j_.__,' - - - . 11 11 10 _ 9 8 6 75 JEFFREY' aR1As �rrr41 CONCRETE TABLES. Drop In 3 8' Drop n, 4'Drop In H SCREEN POURED CONCRETE SCREEN POURED CONCRETE. SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO UP TO UP TO vd 'mamNoei' se f ANCHOR SPACING INCHES ANCHORSPACING INCHES ANCHOR SPACING'INCHES (in) 24 20 16 12 10 (in) 18 16 14 12 10 (in) 12'. . 10 19 6 4 48 130 130 130 130 130 48 130 1 130 130 130 130 48 130•1 '130 130, 130', 130 54 130 130 130 130 130, 54 130 130 130, 130 130 64' 130 .130 130• 130: 130 60 130 130 130 130 130 60 130 130 130 130" 130 60, 130', 130' '130• 130. .130 rrrll 111101 G 66 130 130 130 130, 130 1 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'' 84 130 130 130 130 130 84 130 '130' 130' 130 '130 84 11'1' •130 130� 130."1.30 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 d30• 130, 130• 102 130 130 130 130 130 102 124 130 130 130 1 30. 102 92' 110• 130,-.130 '130 z 108 130 130 130 130 130 108 117 130 130 130 130 1 108 87 104: .130 130 .130' s j F 114 126 130 130 130 130 1,14 111 125 130 130 130 114, 82 99 123 130.' :130 IF, 120 120 1,30 130 130 130 120 105 '119 130 130 130 .120. 78 94 117' 130 130 7 126 114 130 130 130 130 126 100 113 129 130 130 126 74 .89 111, 130 .130- 132 109 130 130 130 130 132 96 108 123 130 130' -132 7-1 85 106 1-30: -130 U 138 104 125 130 130 130 138 92 103 118: 130 130. '138' 68 81 102 1130; 130 Z >' 144 1 100 120 130 130 130 144 88 99 113 130 130 144 '65, 78 98 1 130: 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 1 130 136 "60. -.72 90 1,120. 130 W. 'E, 162 89 107 130 130 130 V186 78 88 100' 117 130 1162 58 69 87 116 130 IE! 168 86 103 129 130 '130 .75 85. 97 113' 130 168' 56 67 84 111 .130 t~i) W w 174 83 99 124 130 130 73 82. '93 109 130 174 54. ':65 r".81, 108, 130 LL o 180 80 96 120 130 130 70 79 90 105 130. 180 52 '.62 : 78 :104 .130 186 77 93 116 130 130 68 76 87 102 130' 186• 50 60 .75- 101 130 Z 192 60 60 60 60 60 60 74 60 60 60 192 49' 59 60, 60 60Z1.98 60 60 60 60 60 60 72 60 60 60 -198: . 47. 57 60'. �60 60' 9! N a 0.; 204 60 60 60 60 60 204 60, 70 :60 60 60 204 46. 55 60 -60' 60' < a LL •D' 210 60 60 60 60. 60 210 60 68 . 60 60 60 210 45- 53: 60 '60 60 :z 0 Di 216 60 60 60 60 60 216 59 •66. .60' 60 60' 216 43 52 60' 60. -60 222 60 60 60 60 "60 222 57 64 60 60 60 -222 42 51 60 60.. 60 _. 228 60 60 60 60 60 228 55 62 160 60 60 228 41 49 60- -60 .60 Q, .234 60 60 60 1 60 60 234 54 61 60' 60 60 234 40 48 60, 60 60 fl�' 240 60 60 60 1 60 60 .240 53 59 -60- 60 60 240 39 47' 59 .60 60 0 o .246 59 60 60 60 60, 246 51 58 60 60 60 246 38 46 57 60 '60' N ,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' o C 264 55 60 60 60 60 264 48 ' 54 60 60 60 264 35 43' ' 53, 60: 60 ' w z.� 270 53 60 60 60 60 270 47 53 60' 60 60 270 35 42 52. .60' .60 ¢ a.5 0 276 .52 -60 •60 60 60_ 276 46 52 59 .60 -60, 276 34 41 51, 60:" 60' o o �x'f o 282 51 60' .60' 60 60- 282 45� 50 58: :60 60 282 33 40' '50 60: 60 .3 288 50 60 60 60 60 288 44 49 56, 60 60 288. 33' '39 49 •60' :60 Z N o 294 49 59 60 60 60 294 43 48 55 60 60 294 32 38 48, 60: •60 0' =.Q Ea 300 48 58 60 60 60- 300 42- 47 54 60 ,60 : 300, 31 37 47 60, :60 = ZS z--w 8 d:0.- 306 47 56 60 60 60 306 41 46 '53 60 60 :306 31 37" 46 60 '60 U• ��:Z F jg 312 46 55 60 60 60 312 41 46 .52 60 60 312 30 36' 45 1 60. 60 z z•��. 318 45 54 60 60 60 .318 40 45 51 60 -60. 318 29 '35 44 1-59- -60 2;� 324 44 53, 60 60 •60: 324 39 44 50 59 60 324' 29 35 43 58 '60_ z LL o . 330 44' 82 60 60 60 330 38 43 49' 57" 60 330' '28 34 ` 43;. 57 •60. � p, 0 0 Er cle 336 43 51 60 60 60 336 38 42 48 56 60 336 33, 42 56 60' 342 42 51 60 60 60 342 37 42 48 .55 .60 342'. 33 41' 55' :60, A 348 41 50 60 60-1 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 40 48 60 60 60 360 35, 40 45: 53 60, 360. 31 39 52 60 1 4 IL 11. - 1'0 .9- -. 5,- - 4_ .3; 2 �ptduuliii�G �.... - -_ 'JEFFRES`. �i--- CONCRETE TABLES : SF H. 3 THREADETSR�D& 3 8"LDT ANCHOR 3 O LO •S T'(Simpson) EPDXY SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE'&GROUT FILLED * ? a SPANS (MIN 3000ASI) SPANS (MIN'3000.PSI v do w1 aS T .:QF, SPANS (MIN 3000 PSI) UP TO j' '' UP-TO in ANCHOR SPACING INCHES UP TO tr e� P ��? ANCHOR SPACING INCHES ( j m ANCHOR, PACING INCHES 0�11 (in)' 24 .22 20 18 1'2 16 . 14' -•12 10, 48 130 130 1.30. 130 130 l8 48 130 130 130 1 130 130 54 118 30 130 130 130 130 48 130' 130 130'' ' '130 _130 ��i i"iniE ttu 54 130 130 130 130 130 60 -130 130' 130` 130: 130 .54 130 130 130 130 130 Q R G 60 130 130 130 130 130 66 130. 130, 130 130- 130 .60; 130 130 130• 130 ; 130' ?G' 66 130 130 130 130 130 72 130. 130 130''130 130_ 6'6 130 130. 130f ' '130 130 >s 72 130 130, 130 130 130 72 130 130 130 130: . 130 78 1.30 130 130 130 130 78- 130 130 130 130 130- 78 130 130 130 130 130 ��, 84_ 130 .130 130. '130 d30, a 84 130 130 130 130 130 84 130 .'130 130, '130 130 90' 130 130 130 130 130 90 124. 130 130 •130 130 <" 90 130 130 130 '130 '130 96 130• 130' 130 130: 130' � 96 125' 130 130 130. 130- 102. 125 130 130 130. 130 96 117 130 130 .130 130 F. 102 118 128 130 130 130 102 1.10 124 130 . 130 130 1- F 108 Ill 121 130 130 130' 114 112 126 130 130 130 '108 104- 117 '130 130- 130 --R IF'. 114' 105 115 126 130 130 114 112 126 130 130 130 114 98 .111 126 .130 130' 120 100 109 120 130 130 126 102 114 130 130. 130 120 93 105 120 .130 130. 126 95 104 114, 127 130 126 102 114 -130 130 '130 �a 132 97 109 125. 130- '130 126._. _ .89 100_ 114 130 130 U 132 1 91 99 109 121 130 132 8& 95 109 -127 " '130 Z > 138' 93 104 .1 19 130.-130. W144 81 9.1 .104•. T22. 130 138 87 95 104 116 130 N 144 83' 91 100' Ill 130 144 B9 100 1.1.4 130: 130 78 88' .100 1.17. ' 130 .150 BO 87 96 107 130 150 85 96 110 128 130 WE 156 82 92 105 123 130 75 84 96 112 -130.-• J156 77 84 92 103 130 72 81 92' 108.- 129 �' E' 162. 79 89 102 119 130 ' C,162 74 81 89 99 130 69` 78' 89: -104 'l24, to W J168 71 78 86 95 .130 168 76 86 98' 114 130 67' -75 .86 100 120'.' �' �' ,174' 74 83' 95 110 .130, b4' 72 83 97' 116 174- 69 75 83 92130 180 71 80 91 107 '.128 180 67 73' 80 89 130 -62 .._ 70 80' _ 93 1-12.• 186• 65 70 77 86 129 186 69 77 88 103 '124 186' 60• 68 77 90 108 a' z 192 60 60 60 60 2 192 60 60 60 -60' 60 1- m 0 198 60 60 60 60 60' 192 58' 60 :60: 60 60' W g,,� N ¢ ? 198• 60 60 60 60 60 198 57 60 60 60 60 N , D' 204 60 60. 60 60 60 204' 55,' 60 60- '•60 60,-- Q w ? ID 204 59 60 60 60 60 0 210• 60 60 •60' ''60' 60 3 { 210 57 60 60 60 60 210 53 60 60 60 60': 216 56' 60 60 :60 60 216. 59 60 60 60 60' to •216 52� S8'- •60 60• 60 _• 222 58 60 60 60 ' 60 a_ 222 50 SZ 60 60 60" 222 :54 59 60 60' 60 228 53 57 60 60 60 228' S6 60 60 60 60 228 49 '55 60. 60, . 60- 234' 55 .60 60' �60 60 234 48 54 60: 60,: 6060.-.234 5.1 56 60 60 60. 240 60: 60 o 53 60 60 240 50 55 60 60 60 '24 47. 53 60; '60 60:. I y 246 49 53 59 60 60 246 52. 59 60 '60 •60 '246' 46 5T 59• 60 60, .N C 252 51, 57 60. 60• 60 :252 44' 50 57 60 .-;60' 1C, 252' 48 52 57 60 60 0 258 50. -'56 .60 60. 60. 258 43 49-' 56 601 -60 Lu 258 47 51 56 60 60 264 48 58 60 601 60 264- 42 48 55 60, 60` '- g' F,_ I 264 45 50 55 60 60 270 47 53 60 60 60 ¢ c 270- -44- 48• 53 59 60 270 41' 47: 53 60 60 _o �2'o 276 43. 47' 52 58, 60 276' 46 52 60 60. :60 276 41 46 .52 =60 160 - 282 45 :51 58 60' •60 -282 40 45 51. .60' 60 =o a 282 43 46 51 57 60 288 44 '50 57 '60 60 288 39 44 :50 58 60 z•_'�I- 288 42 45 50 56 60 294. 44 49 56 60' 60 294- 38 43 49 '57 -60 G'z'gi•`W�' g: 294 41 45 49 54 -60 300 43 48 55 60 60 300 37 42 48' S6•' 60 300 40 44, 48 53 60 306. 42 47 54' 60 60 306 37 41'. 4T 'S5'-• 60 306 39 43, 47 52 60 �•�:a 312 38 42 46 51 60 318 41 45 53 60 60 312• 35 40 46 54. 60 N 3. 318 38 41 45 50 60 318 40 45 52 60 60 318 :35 40 45.- _.'53' ...60.. a o.w 324 40 44. 51 59 60 324- 35• .39 44, '52 60 •.p o a' 324' 37 40 44 49 60 330 39 44 50 '58 60 330, 34 38 44 51 •'60 0 �, !n n x N, 330 36 40 44 48 60 336 38 43 49• 57 -To--' 336 33 38 43 '50 60 _336 36 39 43• 48 60 342, 37• . 42, 48 56 •60 342 W;q_ 342 35 -38' 42 47 60 354 36 41 46 54 60 354 32 36 41 49 59 33 3Z 42 348 37 41 47 - 55•- '60 : `348 '.32 36 �41' " ' 48- 58= 348 34 38 41 46 60 1 354" 34 37 41 45 60 360' 36 40 46 53 60 360 31 35 40 47 •. 56 1. 5 360, 33 1 36 1 40 44 60 - 1L 11 lU 9 3 - -4----_ --- __.`-_ . _ _. - - - _ 12 11 I.9 Y S 7' S 4 5 CONCRETE TABLES - -- - - -- - - - - - - - -- -- -JEFFR`Ye_C-afRiN �nq ' ....f H. 1 4"PANELMATE INSERTS 1 4"PANELMATE FEMALE 1/4"PANELMATE MALE; SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO UP TO UP TO VAIII vn a£T u s3 ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING:(INCHES), (in) 18 15 12 10 8 (��) .18 16 14 12 .10 (in) 18 1 16 14. 12 10 - _ 48 130, 130 1 130 130 130 48 130 130 130 130 130 48. 130, 130 130 130 130 54 130 130 130, 130 130 1 54 130 130 130, 130, 130 1 54 130' 130' 130 130. 1.30. Ii�V;, EOG 00 60 130 130 130 130 130 60 130 130 130 130 130 60 '130 1`30 130 -130. 130 i0miII ' G. 66 .130 130 130 130 130- 66 130 130 130 130 130 66 130 130' '130 '130. 130,11 .G, 72 130 130 130 130 130 72 121 .130 130 130 130 72 130' 130. :130 1301 130' 76' 120 130 130 130 130 78 112' '126 130' '130 130-1 78 126. 130: 130 130' 130-1 84 111 130 1 130 130 130 84 104 117 1 130" 130 .130 84 117 130 130' 130 .130 �� 90 104 125 130 130 130 90 97 109 124 130 130 90 '109 123, -130. 130-. .130. 96 98 117 130 130 130 96 91' 102 -117 130 130 96, l03 .11'5' 130' 130 130" u k ^ 102 92 110 130 130 130 102 85 96 110 128' 130 102 96 T09' 124' '130 130 z„ 108 87 104 130 130 130 108 8.1' 91 104 121 130 108 91 103' 117 '130 930. III"""_ F 114 82 99 123' 130 130' 114 76 86 98 115' 130 114 .'86 '97'. '11.1' 129, 130: !F' 120 78 94 117 130 130. 120, 73 82 93 109 130' , 120 -87 92 105 123 130' 126 74 89 111 130 130 126 69. 78. 89 104, 124, 126 78 88' 100 117' 1.30 132 71 85 106 128 130 132 66 74,' 85 99.1 132 .75 '84- '96'-1 112:'•130 138 68 81 102 122 130 138 63 71 81 95 .1'14 138 -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 .'.98 118 w 156 60 72 90 108 130 156 56 63 72 84 100 156 .63- 71 .81 .95 114, - E 162 58 69 87 104 130 1 162 54 60 69 81 97 162 61 :' 68 . 78. 9.1 109 w n 1E. 168 56 67 84 100 1.25 168 52 58 67 -78 93 168 59 66 75'. 88 105 N 174. 54 65 81 .97 121 1.74 50 56 64 75 •90' 174. 57 64 73' 85- 102 y LL'o 'o 180 52 62 78 94 117 180'• 48 54 62 73 87 180 55 62 . .70 -.82 98 � � o �, w 186 50 60 75 91 113 186.. 47 53 ..60. 70 84 186• 53: 60 68. -�79 "`95 192 49 59 60 - 60 60 192. 45 51 58 60 60 192 51 '58'. 60- --60 60' - ° 'z 198 47 57 60 60 60 198 44 49 57 60 •60 198 50 56 : 60'. ' 60 60 o' m z 204 46 55 60 60 60 -204 43, 48 55 60 60 '204 -48, 54 ' 60 ''60 60' `o o D 210 45 53' 60 60160 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: 60- N; 222 42 51 60 60 60 222 39 44 50 59 .60 222 44 50 57 60 60- 228 41 49 60 60 60. 228 38• 1 43 .1 -44 1 57 60 .228. .43: 49" 55 .' 60. ..60.� <. 234 40 48 60 60 60 234 37- 42 1'48 1 56 60• 234' 42 47 . 54:. :60 60 w u 240 39 47 59 60 60 240 36 . 41 47 54 60 240 41 46 53 60 60 : '246 38 46 57 60 60 246 35 40 45 53 60 246' •40 45 51 " 60, 60 O, o' C 252 37 45• 56 60 60 252 35. 39 44 5260 252 39, 44 .50 ,'59 .60 258 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 .42 48 '56' 60• Lu 270 35 42 52 60 60 270 '32 36 . 41' 48 •58" 270. 36 41 4V 55" '60.'• ¢ :^, <•o�z 276 34 41 51 60- .60 1 276 '32 35 41 47 57 .276 36. 40 46, '53 -60' 282 33 40 50 60 60 282. 31 35 40' 46 56 282, "35' 39 -45� ''52"..60 '3_oa 288 33 39 49 59 60 288 30 34 39 45 54: 1 288, :34 38 .44', 51 60 294 32 38 48 57 60 294 .30 33 38 - 44 53- 294 33: 38 43' 50 60•. ,g 300 31' 37 47 56 60 300 29 33 .37 44 52 .300 33 37 42 49 59 - _ �S 3 i W .8 _306 ._.3�._._ 37__46 55. . 60 306 ...28 , 32" 37 43` .S 1._ 306 32 -36 41, •.48' 58, U =g Z,�. 312 30 36 45 54' 60 312 28 31 36 42 500 312. 32' ,35 41, 47 ' 57' 318 29 35 44 53 60 318 - 31 35 41 49..' 318' . 31 35 40 46 ",56 o o:g 324 .29 35 43 52 60 '324 - 30 35 40. 48• 324 30 34 .'39 46 . 55 Z 330 28 34 43 51 60 330 - 30 34 40 47 330- 30 34- 38 1 45- :-54-' 336 33 42 50 60 336 - 29 33 39 47 336 :29' 33" 38 44 : 53 342 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' X 354 1 1 32 1 40-1 48 59 354 32 37- 44 1. 354.`" = 31 36' ''42 50' 360 1 1 31 1 39 1 47 59 360 - 31 36 44 3 00 31 35 41 49 1 6: 12 I I 10 9 8 -7 6' S -- -4 - _- -_3- 12. II 10" 9 8- 7 .. -- _ 6 -5 - _4 ---3, :JEFFREYCi:F N- CONCRETE TABLES U o H. p 4"TAPCON 1/4"CRETE-FLEX ]� .- -- SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE a 60 SPANS (MIN 3515;PSI) SPANS (MIN 3KSIJ SPANS (MIN 3350'PSI)' _ UP TO UP TO UP TO nN AI I-LJ in) ANCHOR-SPACING I HES (in) ANCHOR SPACING INCHES in ANCHOR SPACING INCHES -p 18 16 .1a 2' 10 ) 12' 10 .8 -6• 4 ' ( ) 18, 16 14'• 12 10' C° °� , 4 30 130 13 130. 130 48 130 130'. 130 '130, 130 48• 130 1'30 130'' '130 1301 �`. 14 130 0 130 130 •54 1 130 130 130 130 130 .54 130 130 '130,K13 .130'• ,N 60, 0 l30 130 _ 60 130 130 130. 1.30 130 60 130' '130 1301130.. G 66 130 130 1 \ 66 130' 130 730' 130.' 130• .66' 130, 130 13072 1 130 130 130 130' 72 130 130 130 130 130 72 130% :T30 130 78 130 130 130 130 130 78 f23 130 130 130 .T30' :78 123 1:30' 130:84 130 130 '130 130 130. 84 114 130 130 :130 .130 .84 1.14 129 '130 90 130 130 130 130, 130 90 '107 128 '130 130 130 90• 107 120 130 96 130 130, 130 130 130 96 100. 120 130 '130 130 96 . '100' 1.13 129, 5 w 102 130 .130 130 130 130 102 94 113 130 130 130 102 94' 106 121 130 z n : 108 124 130 130 130 130 108 -89 107 130 130, '130 108 89 100 114- 130 . F 114 11.7 130 1 130 1 130 130 1 114 84• 101 126 130 130 114 84. -95 108 126 130, In n a'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' 132 101 114' 130 130 130 132 73 87 109 1 130 ,130 132 73 82 94: 109 130:' U 138 97 109 124 130. 130 138' 70 83 104 130 -:130 138 70 78 89. , 104' 925• -Z_ >' 144 93 104 119 130 130 .144 .67 '.80 .100 130 130• 144 67' 75 ' 86 100. 120' 150 89 100 115 130 130 150 64 77' 96 128 130- 150 :64 72 82• 96 1.15; 156. 86 96 110 128 130 156 .62 74 92 123 130 156 62 69 J9 92 - 111 uJ E. 162 82 93 106 124 130 162 59 71 89, 1,19 130 162 59 67 -76'. ,89 107' 168 -80 89 1 102 1 119 130 168 '57 69 :86 114: 130 .168 . 57.' .64 ' 73; .86 103, N w 174 77 '86 99 115 130 1 174 55 66 83 "110 130 174, 55 62 7.1' 83 99- o N 180, 74 84 95 111 130 180 53 64 80 107' 130• 180 53 60 : 69' '•80 -96 186 72 81 92 108 1301 186 .52 62 77 103 •130 1 186 '52' 58 66i 77 '93 Z W. 192 60 60- 60'. -60 60 192 50' 60 60 60 60• 1.92 50 56. 60'. 60` ;60: 198 60 60 60 60 60 198' 48 58 60: 60 60 198' 48 55 60 60• 60' ~ .o,� .- p.m a. z' :D 204 60 60 60 60 60. 204 47 56 60 60 60. .204- 47 '53 60 -60 .60' Q �.'2 o 210 60 60 60 60 60 . 210 46 55 60 60. '60' 210 46, 51 59 '60 .60. < n z D; 216 60• 60 60 60. 1 60 216 44 52 60 . 60 60 •216 44 ',50 57 '60 ;60.: 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 1 51. . ,60 1.60 .60., '228 42. 47.',.54 60 ' 60:' Wu a 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:. 246 S4 60 60 60 60 246. -39 -47 59 60 60 246 39- 44 50 59 LLLOL 252 53' 60 60 60 '60 252 38 46 -57 60' 60' 252 38 43 49 57 60, IC 258 52 58 60 60- 60 258 37 45 '56 60 60 258" 37 '42 48 56• •60- a C, 264 51 57. 60 60 60 264 36 44 55 60 60 264 .36 41' 47' 55• %60.' Lu ;o`, Z ;�W j 270 49 56 60 60 60 270 36 43 53' 60 60 270 36- 40 -46. 53, 760 276. 48 54 60 60 60 276 35 42- 52 60 60 276. 35' 39 45, 52• 60 0, Y s .o L� o:r 282 47 53 60 60 60 282 34 Al 51' 60' 1 60, 1 '282. 34: 38 ' 44' 51"'`:60.- 288 46 52 60' 60 60 288 33 1 40 50. 60, 60' 288- 33, 38 43- 50- -60, z o a g I 294 45 51 58 60 60 1 294 33 1 39 49 60 60 -294• 33 37 42• 49 59,. 9 g 300 45 -50 57 60 60-1 300 32 38 48 60. 60 300' 32' 36 41. . 48,. -58 306 4'' 49 56 60 60 1 306 31 38'. 47 60 60 306 -31 35 40,' 47 56.' U 9 ; 312 43 48 55 60 60 1 312 31 37 46 60 60, 312 31- ' 35 40 46. 55. . 318' 42 47' .54 .60. 60 318 30 36' -45 60 60• 318' 30"< 34 39 45 : .54'. 324 41 46 53 60 60 324 30 36 44 1 59' 60 324 30' 33. 38, 44. .:53. 330 40 46 52 60' '60 330 29 '35 ' 44'`'58. •,60, 330 29_ 33-- 37' 44 52' 336 40 45 '51 60 '60 336 29 34 .43 '57 60, 336- 29 .32 '37' .43 51' 342 39 44 50 59 60• 342 28 34. 42 56 60 342 28' 32 .36 42 51 A 348'' 38- 43: 49 58 -'60 - 348 - 33- 41 55 60- 348 - 31 - .35 41 :50:' 354 38 42 49 57 60 354 33" -41 54 60 354 31 _.49- 360 37 42 48 56• 1 60 360 32 40 1 53 •60 1 1 360 30 34. 40• .•48. 1 7 I2 I - I0 - 7 - -- - - - ---- 9 8. --- 6�--- - 5 4--- �,- -----.l ---1:------ -1- 12. 11 - 10— - y B- -- - - 6 - - 5' 4 --.— .- — ^3, -_ -- 2 -JEPFREPC: .,_NilR4ii CONCRETE TABLES 1P H STRAP BRACKET W/TWO STRAP BRACKET W/TWO 1'/4' 5/16"ULTRACON CRETE-FLEX or1/4',APCON _ 609714 :*- SCREEN POURED CONCRETE SCREEN POURED CONCRETE v oN;.om ;iae rEmt SPANS (MIN 3515 PSI) SPANS- (MIN'3350 PSI) �E m ; U(InTO ANCHOR SPACING INCHES U�1n� ANCHOR SPACING INCHES -�; �(. 24 22 20 18 '12 24 22 20 18 12 g `f���•` 48 130 130 130 130 130 48 130 130 130 130 T30 G 54 130 130 130 130 130 54 -130 130 130 130. 130 60 130 130 130 1 130 130 60 130 130 130 130• 130 66 130 130 130 130 130 66 130 130 130 130 130 ►A 72 130 130 130 130 130 72. 130 130 130 . 130- 130 iV Vl 78 130 130 -130 1 130 130 .78 123 130 130' 130 130 84 130 130 130 1 30 1 130 84 114.. 125 130 130. 130 u 90 130 130 130 1 130 1 130 90 107 116, •128 130 130 = " ' 96 125 130 130 130 1 130 96 100• 109 120 1 .130 1 130 F 102 118 128 130 130 130 102 94 103 -113 125 130 _NR IF' 108 111 121 130 130• 130' 108 89 97 101 119 130 v 1 114 105 115 126 130 130' 114 184 92 101 112 130 120 100 109 120 130 130, 120 80 87 .96 .107 .130 :U °O 126 95- 104 114 127 130 126 76' 83. 91 102 130 Z 132 91 99 109 121 130 132 73 79' 87 97 130 138 87 95 104 116 130 138 70 76 83 93 130 i 144 83 91 100 111 130 144 67 73 80 89 130 •W E 150 80 87 96 107 130 150 64 70 77 85 128' 1 156 77 84- 92 103 130 d56 62 67 74' 82 123 ' ru IEI 162 74 81 89 99 130 162 59 65 71 79 .119 o 168 71 78 86 95 130 168` 57 67 69 76 '114' o F , 174 69 75 83 92 130 174 55 60 66 74 1'l0 �' W 180 67 73 80 89 130 180 53 58 64 71 107 Z ,w '5:w _ 186 65 70 77 86 129 186 52 ..56 . 62 69 103' 192 '60 60 60 60 60 192 50 55 60 60 ;60 w N O 'N < z i D• 198 60 60 60 60 60 198' 48 53 58 60 60• ID" m o. 204 59 60 60 60 •60 204 47 51 56' 60 60 .� 3 D, 210 57 60 60 60 60 210- 46 1 50 '55 60 60' 216 56• 60 60 60 60 216 ' 44' 48 53 59` •60 u 222 54 59 60 60 60 222. 43 47- 52 .58 60 112 228 53 57 60 '60 60 228' 42 46 1 51 56 .60 234 51' 56 60 -60 60 234 41' 45 49 55• 60 o 240 50 55 60 .60 60 240, 40 .44 48 53 60 v): C. 246 49 53 59 60 60 246: '39 43 47 52 60 1C1 252 48 52 57 60 60, 252 38 42 46 51, 60 . 258 47 51 56 60 60. 258 37 41 45 50 60 ¢• ,F o ' 264 45 50 •55 60 60 -264 36 40 44 48 60 270 44 48 53 '59 60 270 36 39 -43-' 47 60 276 43 47 52 58 60 276 35 38' 42 46 60 282 43 46 51 57 .60 282 34 37• 41 45 -.60 0 a w 288 42 :45 50 56 60 288 33 36 40 44 60- _ z w g B 294 33 36. 39 44 60 �+<z m. iB� 294 41 45 49 54 60 {U. 300 40 44 48 53 60 300 32 35 38 43 60 , E-z 1 306 39 43 47 52 60 306 31 34 38 42 60 Q 3 z 312 38 42 46 51 60 312 31 34' 37 41 60 z o w t y 'A. A, , 8' 12 1_I 10. Y 8. 7 -6 5,•_ 4• 12 11 10 9 8 7 6 5 4 -- . .3 - JE FREYC F C. - _ - - - FIR kF CONCRETE FILLED-BLOCK/CMU TABLE. 'REINFORCED WITH MIN 05 BAR IN CONCRETE FILLED CELL \\ .;• /Q !�, _ l H 1 T'Dro In 3/8"Drop In 3/8"LDT ANCHOR POURED REINFORCED" * •60g74 'i.�=• SCREEN POURED REINFORCED' SCREEN (MIN 3000 PSI) SCREEN POURED'_ REINFORCED. AIF.[.1FeL (MIN 3000 PSI) SPANS SPANS ' (MIN 3000 PSI) �lNd Ytl NORG SPANS UP TO ANCHOR-SPACING(INCHES), UP TO. �:FZ� �9p UP TO ANCHOR SPACING INCHES 18' 16 : 14 12 10 (in) ANCHOR SPACING INCHES O� �4 24 20 1 16 12 10 48 130 1 130 130, 130' 130 18 16, 1 ;14 12. AV x 48 130 1 130 130 130 130 54 130 130 130 130 130 48 ',130 130,1 130 130' '130 %, NA��N`��,,. G 54 130 130 1 130 130 130 60 130 130 130 130 130 54 '130 130• 130 130 130 nn 14100`" 60 130 130 1 130 130 130 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 72 130 130 130 130 130 78 130 130 130 130 130 72 '120, 130 130 130 130 �y �d 78 130 130 130 130 130 '84 123 130 130 130 130 78 111 125 130 130 .130 84 130 130 130 130 130 90 [82- 129 130 130 130 84 .103. 116 130. 130 130 .0 uw� 90 130 130 130 130 130 96 121 130. 130 130 90 96 108 123 130' 130 b 96 130 130 130 130 130 102 114' 130 ,130 130, 96 90 101 116 130 130 �"� F 102 129 130' 130 130 130 108 108 123•. 130 130, 102 85 95 109 '127 130 -(n Fi 108 122 130 130 130 130 114 102 116 130 130 108 80• 90 103 120 1`30 NJ 114 116 130 130 130 130 120 97 111 129 130 114 76 '85 _.97 114' 130 120 110 130 130 130 130 126 92- 105 123 130 120. 72 81 93' '.108' '130 U126 105 126 130 130 130 132 88 101 117 130 126 69 77 88' '103! -1234 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 92 110 130 130 130 150 69 77 88 103' 124 144 60 68 77 90 108 W. E 150. 88 106 130 130 130 156 66 74 85 99 119 150. 58 .65- 74 •86' 104 & )0 156 85 102 127 130 130 '156 55 62 71 83 100 .to '162 64 72. 82 96 1,15 � .162 81 98 122 130 130 168 51 69 79 92 111. 162 53 60 69" 80 -•96 ,� Co.'w 168 79 94 118 130 130. '168. '451 58 66' 77 .93. v o H t I 174 59 67' 76 89 107 Q' o" 174 76 91 114 130 130 180 57 65 74 86 103 174 : 50 56`. .64 74 89 w 180 73 88 110 130 130 186 55 62 71 83 100 180 48. 'S4: _62' .72 86 Z' W :f"a j 186 71 85 1 106 1 130 130 192 54 60 60 60 60 186 46' '52 '60 70' 1. 84 1-. 0. r 6 192 60 60 60 60 60 198 52 59 60' 60 60 192 45 51 58 b0 60 Nq0 N a D 198 60 60 60 60 60 204 51 Z7 60 60 60 .198 44 •49' 56 -60 60 Q..cR iD 204 60 60 60 60 60 210 49 55 60 60 60 204 '42• 48. 54 60': 60 �; 10 3 210 60 60 60 60 60 216 48" 54 60 60 60 .210. 41 46 53' 60 60 N 85 216 60 60 60 60. 60 222 46 52 60 60 60 216 40 45. 51 60 .60, � 1 222 59 60' 60 60 60 228 45 51 58 60 60 222 39• -44 50' 58, 60 228 58 60 60 60 60 234 44 50 57 60 60 228 38. 43': 49 '57 60 O 234 56 60 60 60 60 240 43 48 55 60 60 234 , 37 .42 47. 55 . 60 1`--- 0. 240 55 60 60 60 60 246 42' 47 _54 60 60 240 . 36 1 41 46 .54' 60. VX C 246 54 60 60 60 60 252 41 '.46 53 60 60 246 35 40' 45 53` :60 jC1 252 52 60 60 60 60 252 . 34 39, 44' .51 60 258 40 45 51 60 60 w o o= w i 258 51 60 60 60 60 264 39 44 -50. 59 60 258. 33 38:• ,.43-. -50'."'60' ¢. 5 o 1 264• 50 60 60 60 60 270 38 43 49 57 60 264 33 . 37 42 49 59 p - o✓n.i 270 49 59 60 60 60 276 37 42 48' Sb. 60 270 '32' .36., _41'_- 48 58= _' 276 48 57 60 60 60 '276 31 '35 '40 47-" ,56 �3,o< ` 282 37 41' 47 55 60 _o.-:� j I 282 47 56 60 60 60 '282. '31, 34'- 39 •46.. 55 -�"° 288 36 40 46 54 60 O -a_2 w 288 46' 58 60 60 60 294 35. 39 45' 53 60 288 30 34 39 45 54' _ 6 z 6 W '8 294 45 54 .60 60 60 300 34 ' 39 ' 44' S2 60. 294' 29, 33 38 44- 53 U 3 Z:m )BI 300 44 '53 60 -60 60' 306 34 38 43 51 60. 300 '29 32 37' -.43 '-52 =o z 306 43 52- 60 60 60 312 33 37 43 50 60 '306. 28' 1 32 36. 42 , -51 1 312 42 51 60 60 60 .318 32 37 42 49 58 312 - 31 .36 42•. 50' Z o F 318 42 50 60 60 .60 318 - " '31. 35 :-41 '49 324 32 36 41 48 57 324 41 49 60 60 60 330 31 35 AO 47 56 324: - 30. ,34 -40' "48 0 330 40 48 60 60 60 336 31 35 39 46 •55 330' - _ .29 34 39' ' 47 336 39. 47_ V-5 .60. 60 342 30 .34. 39: 45 .54 336. - 29 33 : .39- 46 A' 342 39 46 .60 348 30 33 '38- 44 53 342 28'- 32 ' -38, 45'- 9' 348 38 46 60 354 2933 37 44 52 348 - 32 3T .'45 9 354 37 45 60 360 2932 37 43 52. 354' - 31 37 44360 37 44 60 360 31 36 43, -- - 10 9 -- - - - - ---- 12 y - - 6 - `5 —- 3c _ 1 _II IQ - 8 - - 4 --- - _. 2_- - - _ _--_ -_..__ _ JEFFRBP'C.FR-.4PtJtl&lirirrrr� CONCRETE FILLED, BLOCK/CMU TABLE -REINFORCED WITH MIN#5BAR IN CONCRETE FILLED CELL H 5 16"ULTRACON -'— SPR P�l2ACKET WFTFT 1 ULTRACON •• l SCREEN POURED REINFORCED* No b�9 ° SPANS (MIN 351.5 PSI) SCREEN POURED,REINFORCED* UP TO SPANS (MIN 3000 PSI) 4 b"" eo"":ALKMEAI F `- (in) ANCHOR SPACING,(INCHES) UPTO• 18 16 14 12 10 (in) ANCHOR SPACING INCHES �'•.. Ot•,.,'G o. 48 130 130 130 130 130 1 '24 ' 22 .20 '18 ' 12' 54 130 130 130 130 130 48 130 130 130 130. 130' 'rrr r oil ��p4(a�`°� G 60 130 130 130 130 130 54 130 130 130 130 130 66 130 130 130 1'30 130 60 130 .13D 130 '1.30 .130 �+y 72 130 130' 130 130 130 66 130 130 130 130 130 78 1,20 130. 130 130 130 72 130 130 130 130 130 �d 84 Ill 130' 130 130 130 78, 123 130 130 130, 130 90 104 130 130 130 130 84 114 125' .130 130. '130 g 96 98 125 130 130 130 .90 107 116' 128 130 130 1z� 102 92• 118 130 1 130. 130 96 100 109 120 130 130 1s-< F 108 87 Ill 130 130 130 102, 94 103' 1.13 125 130. rA F 114 82 1.06 .130 130 130 108 '89 97 107 119 '130. l20 78 100 130 130' 130 114 84 92 101 112 130 •126 74 96 130 130 130 120 80 87 ',96 107 +130 U. oc 132 71 91 128 130 130 126 76 83 91 102. 130 Z 138 68 87 122 130 130 132 1 73 79 87 97 130' IF 144 65 84 117 180 130 138 70 76 83 . 93 130 150 62 80 112 130 130 144 67 73 80 .89 130 W-- E 156 60 77 108 130 130 150 64 70 77 85 128 :� ;E 162 58 74 104 130 130 156 62 67 74 f76 -123 N ,W LL 168 56 72 . 100. 125 130 162 .59 65 71' 119 � o; 168 57 62 69 114 o174 54 69 97 121 1300. 180 52 67 94 117 130 174 55 180, 53. 58 66 .74 107. 110 186 50 65 91 113 130 _186 52 .-56 62 69 103 w 192 49 60 60 60 60 192 50 S5 60 67 100 w g 0 N a z') I 198 47 60 60 60 '60 LL ;D 198 48 .53 58 65 97 Q c0 _z jDl 204 46 59 60 60 60 210 45 57 60 1 60 60 204 47 51, 56 63 94 N W 216 43 56 60 60 60- 210 46 50 55 61 91. _ 222 42 54 60 60. 60 216 -44 48 53 59 89 �• i 228 41 53 60 60 60 222- -43, -47• 52' `58 : 86 w u 234 40 51 60 60 60 228 42 46- 51 1 '56 84 10' I 240 39 50 60 60 60 234 ' 41 45 49' 55 82' 246 38 49 60 60 60 240 40 44 48 53 80 N (C, C 252 37 48 60 60 60 246. 39 43 47 52' 78 a 258 36 47 60 60 60 252 38 42 46 51 76` w `o '258 37 41 45 50 74 z r W 264 35 46 60 60 60 264' 36 40 44 48 73• o;: `5� 270 35 45. 60 .60 60 - s wo o 276 34 44 60 60 60 270 36 . 39 43 47 7-1 -Y 276, 35 -38 42 46 70 �3 o•a 282 33 43 60 60 60 288 33 42 .59 60' 60 282' 34 ' :37 41 48 68 294 32 41 57 60 60 288 _ 33 . '36 40. !42 67 = x z W I 300 31 40 56 60 60 294 33 36 39 65 U Igi 306 31 39 55 60- 60 300 32 35. 38 ' '6'4` �'�; z 312 30 39 54 60 60 306' 31 34 38 63 3 s 318 29 38 53 60 60 312 31 . 34 37 62.• 3241 29 37 52 -60 330 28 36 51 60 60 336 36 50 60 60 A 342 - 35 49 ---60 60- rA 348 - 35 48 60 60 1 354 - 34 48 59 60 360 33 47 59 60 12- I'I 10 Y 8 7 6 4 - - --3 2 12 11 10' 9 8 - - - 6' -. s -- 4 3: 2 1EFFREPC-F -�WlFiil�! GROUT FILLED BLOCK/C-MU TABLES .• EH /✓r�, 'H; Drop In 3 8 Drop In 1/ ''Drop In * 09 SDI g SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED-CELLS' SCREEN GROUT FILLED'CELLS. SPANS. SPANS SPANS ve�� wRHox P.sucF UP TO UP TO UP TO = ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES 2 (in) (in) (in) 24 20 16 12 10 18 16 14 12 "'10 ':12"' 10. 8' 6 -. 4'"_ 48 130 130 130 130 130 48 130' -130 1.30 130 1 130 48 130, 130 130 130 130 ENG\��� 54 130 130 130 130 130 54 130 130 130. 130' 130 54 127' 130 130:.130;. 130 , G 60 130 130 130 130 130, 60 130 130 130 130 130 60 114' -130 '130, 130•' .130. „S AL 1111W , 66 130 130 130 130 130 66 130 130 130 130 130 66 104 124 '130 130, 130 72 130 130 130 130 130 72• 121 -130 130 130 130 '72 '95. 114130, 130'',130 a ` 78 130 130 130 130 130 78 1-12 126 130 130 130 -78 88 105 130 -130 130. 84 130 130 130' 130 1 130 84. 104 117 130 130 130 84 181 98 -122 130 `.130 V! 90 '130 130 130 130 130 90 97 109 125 130 130, 90 76 91 114 '130 '130 a 96 125 130 130 130 130 96 _ 91 .102' 117 130 130 96' 71 .'86 .107' 130 130 3 N ; 102 118 130 130 130 130 102 85 96 1-10. 128 130 102. 67, •80• 101 130 130' OR t , F 108 Ill 130 130 130 130 108 -81 91 104• 121 130 108 63• 76 95' ­127 130' .w MkFi 114 105 126' 130 130 130 114' 76 86' 98' 115 130_ 114 60 72• '90: -120 130 uJ 120 100 120 130 130 130 120 73 82 93 109 130 120 .57 68- 86 114 130 ! 126 95 114 130 130 130 126 69 78 '89 104 125. 126. '54 65 81' 109 130- 132 91 109 130 130 1 130 132 66 74 '.85. -99 119 132 '52 62 78` '104• '130 Z. I 138 87 104 130 1 130 1 130 138 63 71 81. 95' 114 138 .50 :'59; .7.4 ::99 .130 - x 144 83 100 125 130 1 130 144 61 68- 78 91 109 144 r48 57 71'• 95 130 150 80 96 1.20 130 130 150 58 65 75 87 105 150 46 ­55• 68, 91; 1 1130.1 W r 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 1 162 54 61 69, '81 97 1,62 42 51' 63 '84 '127 168 71 86 107 130 130 1 168 52 58- 67 78 93 168 41 49 61 81, 122 N i m :o. 174 69 83 103 130 130 174 50 56 64 75 90 174' 39 47-' '59 '''79 118 h q oo 180 67 80 100 130 130 180 48 55. 62 73 87 .180 :38 46. '57 ' 76.. 114 '� 186 65 77 97 1129 130 186 47 53 .60' 70 84 186- W- 44- 55, :74 '110 Z .w''� a 192 60 60 60 I b0 60 192 45 51 58 60• 60 192_ 36• 43- :53 60•' 60' :a ,o j 198 61 60 60 60 60 198- 44 50 57 60 60 198, 35 41 52 60 .60: °.� < i,t D' 204 59 60 60 60' 60 204 43 48 55 60 60 204 34. 4050, 60' 60 Q CD z jD! 210 . 57 60 60 1 60 60 210 42 47'• .53 60 .60 210 '33- .39.- ",49- 60, -60 5_;' :0 3 ) ; 216 56 60 60 60. 60 216 40 45 52 60 60 .216 32 1 38 48- -60 -60 v1 f 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: 0.1 246 49 59 60 60• 60 246 35 40 46 53 60 :246 .28 33 42 '56• 60'' 4- i C 252 48 57 60 60 60 .252 35 39 44 52 .60 :252 33 41' .54. •60. ;c1 258 47 56 60 60 60 258 34 38 43 51 60 258 32. 40 '53 60:' a w 264 45 .55 60 60 60 264 33 37 42 50 59 264 - '31_ '39 52- .,60 ' uj �: 270 44 53 60 60 60 270 32' 36 . •42 48' 58 '270 1 1 30- 38' '51 60 p .^ 5r°.z j 276 43 52 60 60 -60 276 1. 32 36 ' 41 47 .57 276 30 37 50 60-. 282 43 51 60 60, 60 282 31 35 40 46 56 282 29` 36 49 60. �,3"o'a" t 288 42 50 60 60' •60 288 30 34 39 45 55 288 _ = 29 36 48. -60: 294- 41 49 '60 60 60 294 30 33 38 44 53 -294 - 28 . 35 47 60: !14 8 `300 40 48, 60 60 60 300 .29 33 -37 ' 44 52 300 - _ 34- -46 -.60 : U,, '3 306 39 47 59 60 60 306 -28. 32. 37 43 51 306 - '34: _45- 60 z �- 312 38 46 58 60 60 312 - 31. 36 42 50 312 33 44' 60 a 3 Z 318 38 45 57 60 60 31& 31 35 41 49 318 - - 32 ''43' .60 o 324 37 44 56 60 60 324 30• 35 40- 48 324 - - 32 42'_ 60.' Z 330 3b 44 55 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 Mj5 3 60 60 342 29 33 38 46 342 30 40'. 60. j A 348 2 60' 60- 348. - 28• 32 38 45- 348.-. _ -. :_.-._ _:29' :39' `59' (At 354 1 60 60 354 - 32' 37 44. 354 - 29' " 39 58I,360 0 60 60 360 - 31 36 - 44 360' - - :29 .38 . 57 I 12 11 10 9 $ 7 6 12 I 1 IU Y 8 7- -6 - .- -- 5 - 4 JEFFREYC.F MNdI��F�N.iiui)� GROUT FILLED BLOCK/CMU TABLES ": � `� .,.lgyT 3/8"THREADED ROD& 1/4"PANELMATE INSERTS I 1 4"PANELMATE FEMALE 1 4"PANELMATE MALE H EPDXY Y - SCREEN SCREEN SCREEN 9�4 �"= GROUT FILLED CELLS GROUT FILLED CELLS GROUT FILLED CELLS - SCREEN SPANS SPANS SPANS GROUT FILLED CELLS E e SPANS UP TO UP TO UP`TO_ v - �mom sui ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR.SP.ACING(INCHES) OF UP TO (in) (in) (in) 12 10 8 6 4 ' 12 10 8 'b 4 12 '10- ' 8 6 4 : (in) ANCHOR SPACING INCHES Y 0 18 16 14 12 8 48 130 130, 130 130 130 48 130 .130 130 130' '130 48 130 130 130 .130 1`30, 48 130 130 130 130 130 54 130 130' 130 130 130 54 07 130 130 130', 130 54 117 130 _130 130 -130.^ 70 I. 54 130 130 130 130 130 60 130- 130 130 130 130 60 105 126 130 130 130 60 109 130 130 130 130 G 66 130 130 130 130 1,30 66 96 115 '130 130-130 66. 99 119• 130 •130, '130 G 60 130 130 130 130 130 a 66 130 130 130 130 130 72 130 130 130 130 130 72 88- 105, 130 130 .130 -72 91 109- 130. "130. 130 �� I 78 128 '130 130 130 130 78 81 97 121 130 130 78 84 101 126 130 130 72 121 130 130 130 130 78 121 130 130 130 130 84 119 130 130 130 130 84 75 90 113, 130 130• :84. 78' 94 1.17• 130, 130 Vl 90 ill 130' 130 130 130 190 70 84 !1.05 130 130 90 73 87 109 .130 130 84 '112. 126 130 130 130 ' ' ' 90 105 118 130 130 130 96 104 125' 130 130 130 96 66 79 99 130 130 -96 68 82' 102` 130 130• m 96 98 111 126 130 130 102 98 118 130 130 130 102 62 74 93 124 130 102 64 77 96 128. 130 ` „ 102 93 104 119 130 130 108 93 111 130 130 130 108 58 70 .88 117 130 .108, bl .-73 91 :121 130, l- s-" j F 108 87 98 112 130 130 114 88 105 130 130 130 114 55 .66 83 111 130- 114 57' -49 86 115 130 �' iF'y 114 83 93 106 124 130 120 83 1 100 '125 130 130 120 53 63 79 105 130 120 .55 66 82 109 130' 120 79 89 1.01 118 130 126 79 1 95 119 130 130 126• 50 60 75 100 130 126 52' .62 78 .104" 130� I 126 75. 84 96 112 130 132 76 91 114 130 130 132 48 57 72 96 130 132 ' 50 . 60' 74: 132 72 80 192 107 130 138 73 87 1 109 130 130 1 138 46 55 69. 91 130 138 47 57 71 95 130• Z _ 138 68 77 88 103 130 144' 70 83 1 104 130 130 144 44 53 66• 88 130 144 46 55 68 91 130 144 66 74 84 98 130 150 67 80 100 130 130' 150 42 50 - 63 84 126_ 150. 44 .52•' 66 '.87' 130• W N 150 63 71 81 94 130 156• 64 77 96 128 130 156 40 49 bl 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 = IE) 162 58 66 75 87 130 168 60 71 89 119 130 168, 38 45 5&, 75- 113. 168 39, •47 59 78. "117' V) W.� w 174 58 69 86 115' 130 174 36 44 54 73 109 174 :38 45 56` 75 113 � . o 168 56 63 72 84 126 .. 174 54 61 70 81 122 180 56 67 83 111 �130 180 . -35 42 53 70' 105 •180 .36' 44 55• -73 109• ,n o it 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.r P _ I 186 51 57 65 76 114 192 52 60 60 60 60 192 33: 39 49 60. 60 192 '34 41 51 -60 6Q - 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 W 9'� m'Z 204 49 59 60 60 60 204 31 37 46 60 60 204 32 39 48 .'60 60 N.2. = ¢ I D 198 48 54 60 .60 60 Q 'm z ID; 204 46 52 59 60 60 210 48 57 60 60 60 210' 30 36 45 60 60 210 31 37' 47 60 '60 210 45 51 58 60 60 '216 46 56 60 60 60 216 29 '35 44 58 60 216 30 36 46. 60 60 222 45 54 60 60 60• 222' 28. .34` 43 57 60 222 -.30 '35 44 '59 60 216 44 49 5 60 60 228 44 53 60 60 60. 228' - 33' 42 55. .60 228 :29 34, .43• 57 .60 .222 43 48 555 60 60 �. 228 41 47 53 60 1 60 234 43 51 60 1 60 60 234 - 32 40- 54 ;60 234. '28 34, 42' ^'56 - 60, w 234 40 45 52 60 60 240 42' 50 60 60 60 240 32 •39 53' 60 240 33" 41: . 55 60' 0o 240 39 44 51 59 60 246 1 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 1 60 1 252' - 31 39 .'52' 60 252 37 42 48 56 60 258' 39 47 58 60 60 258. 29 37 49 60 258 30 " 38 51 60" o C; 264' 38 45 57 60 60 .264 29 36 48 60• 264 30. 37 :50. . 60 w 258 37 41 47 55 60. :� 264 36 40 46 54 60 270 37 44 56 60' 60 270 - '35 : 47 60 270 - 29 36' A9 .60 270 35 39 45 52 60 276 36 44 54 60 60 276. - '34 46 60 276 - 28, 36 47 -60 276 34 38 44 51 60 282- 35 43" 53 60 60 282 34 45' 60 '282 '35---46- --60. a 3 o a 282 33 38 43 50 60 288 35 42 52 1 60 1. 60' 1 .288; 33 .44 60 288- -,34 46 60 z I 294 '34 41 51 60 60 294 32 43 60' 294, - 33 45. ' '60 0 �'f' 288 33 37 42 49 60. .14 -�r.2 B' 294 32 36 41 48 60' 300 33 40 50 60 60 300 - 32 42 60 300 - .33. 44 60 x �S a. 306 33 39 49 60 60 306 - 31. 41 60. 306, .32 '43• " 60^ 3 z m. iBl i 300 31 35 40 47 60 U 9.w. '306 31 35 40 46 60 312 32 38 48 60 60 312 - - 30 40 :60 312 - = 32- .42 60 312 30 .34 39 1 45 60 318 31 38 47 60 60 318 - - 30 40. 60 318 - - 31, 41 60, o w$ 318 30 33 38 4'5 60. 324 31 37 ' 46 60 60' 324 - 29 39 58- 324' - 30 40, "60 w 324 29 133 37" 44' 60 330 30 36 45 60 60 330 - - 29 '38 57 330, - 30 '40 ' 60' �. O' o:Q a.a 330 29 32 37 43 .60 336 30 '36 45 60 60 336 - 28 38 56 336 - - 29 '39 '59 o N0'„ 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 A• 348 31 35 41 60 354 28 34 42 57 60 354: - - 36 53 "354 28 .3Z : 55 '354 30 34 40 60 31 33 -42 56 60 360 - - 35 53 360 - - - 36. 55 .22 360 30 34 39 59 - - - - -- ---•• --• - -- ' T2 - l i---- 10 ' Y 8 /` 6 - - 5` 4 3---- ----- 2 - 1 _ 12_. 11 - lO 9 8 7 6... - - - '5 _ _4_ _ _. 3 JEFFREY C:F ii fl�5i�ip GROUT FILLED BLOCK/CMU TABLES Ap 5/16"ULTRACON 1 4"TAPCON STRAP BRACKET W/TWO A H 5 16"ULTRACON 1/4"CRETE-FLEX or 1/4 SCREEN GROUT FILLED BLOCK SCREEN -GROUT,FILLED CELLS. s�9) -SPANS. SPANS SCREEN GROUT'FILLED CELLS UP TO UP TO SPANS SCREEN GROUT FILLED CELLS rA" `""E` _ ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) (in) UP TO SPANS ; 18 16 14 12 10 12 10 8 6 4 ANCHOR SPACING INCHES UP TO'. �0 1 ; (in) (ink. ANCHOR SPACING INCHES R 16 14 ' '12. 10: 8. 48 130 130 130 130 130 46 115 130 130. T30 130 16 14 12 10 8 '''��' 48- 130 130 -130 '130 ''130 54 116 130 130 130 130 54 102 123 130 130 130' S4. 130 130. .130 - 130 48 130 .130 130. 130 130 ���„���� G 60 116 130 130 130 '130 60 92 110 130 130 130 66 105 127 130 130 130 66 84 100 125 130 '130, 60 130 130 130 130 130' S4 130 130, 130 130 '130 G 72 97 116 130 130 130 72 77 92 115 130 130 66 130 130. 130` 130 130' 60' 120 1,30: .130 .130' 130.• 78 89 107 130 130 130 78 71 85 106 130 130 72 130 130 130 130 T30 6G 109 ,125 '130' .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- • 90 77 93 116 130 130 90 61 74, 92 123- 130• 84 '114' -129 130 130 •130 78• - .'92 •.105 123 130-, 130. 0 7 90 107 1.20 130 130. 130 84 86• . 9& 114 130 130 96 73 87 109 130 130 96 58 69 86 115 l3O b- 102 68 82 102 130 130 102 54 65 81 108 130 96 100 113 "T29 130 130 90 80 91 -107 128 130 108 64 77 197 129 130 108 51 61 77 102 130 102 94- _106 121 130' 130 96 75 86 100 120 130 rA 3'_ F 114 61 73 92 122 130 114 48 58 73 97 130 108 89 100 114 130 130 102 71 81 94 113' 130 VJ �a .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: W9 ' 120 U 138 50 61 76 101 121 138 40 48 60 80 120 132 73 82 94 109 :130 126. 57 65 76 9T 'll4' Z 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 93 111 .150 37 44 55 74 110 1'44 67 75 86 1.00' 130• 138 52 ' 60 70 83` '104 E 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 162 43 52 64 86 103 162 34 41 51 68 102 156 62 69 79 92. 1.30 150 48 55 64 77.' 96 1- 'E '168 41 50 62- -83 99 168 33 39 49 66 99 162 59 67 76 89 130 156L 46 53. 62 74 92 N W. 0 174 40 48 60 80 96 174 32 38 48 63 95 168 .57 64 73 86 1,29 162 44' 51 59 7d' 89 �. g 180 39 46 58 77 93 180 31 37' 46 bl •92 168. 43' 49• 'S7' '69 86' 174 55 62 Z 1 83 '124 0 'o 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 3 } 192. 36 44 54 60 60 180 40 46 53 54 192 29 35 43 58 86 186 52 58 66'. 77 '116 , '. . . 1_ 80- J ! P 198 35 42 53 60 60 1228 - 33 . 42 56 ' 60 192 50 56 60 60 60 186 39' 44 S2, "•'62 77 g 204 34 41 51. 60 60 32 41 54 60 198 48 55 60 60 60• 192' :38 43 .50. 60' 60 N;� D 210 33 40- 50 60 60 32 39 53' 60 204• 47 '53 60 ,60. 60 198' . .36, '42,. 48 .58' 60 Q' �-� y z •'� ai 216 32 39 48 60 60 31 38 51 60 210 46 51 '59 60 60' 204 35 .40 .47 '56' 60 N 222 31 38 47 60 60 30 37 50 60 216 44 '50' 57 60 60 210 34 . 39 46 55 60 228 31 37 46 60 60 29. 3b 48 60 222 43 49 56 60. 60 "21.6 33' 38' 4'4 53 60234 30 36 45 59 60 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 - 35= 46 60 234 41 46 .53 60 . 60 ,0 246 28 3'4 42 57 60 - 34' 45 60 240 40. 45 Sl 60 60 234 31 35 41 49 60' N 0C 252 - 33 41 55 60 33 44 60 246 39 44' 50 59 60 .240. 30 34 40: 48 60 246' .29 33' '39 47 59 C, 258 - 32 40 54 60 258- - - 32 43 60 252 38 43 49 57 60 252' 29' 33. :38' 46 57 w .o w 264 32 40 53 60 264 - 31 42 60 258 37 42 -48 •56 60 258. .''28' "'32' 37 45 56' 270 31 39 52 60 270 - 31 41 60 264 36. 41` 47 55. '60 264 - ."'31 36' 44 55' •z ' 276 30 38 50 60 276- - - 30 40 ' .60 " 270 36 40 46 53 60 ;.. =s u o 36- 43:` .53 a�o 282 30 37 49 59 282 - - 29 39 59 276 - 35 39 .45 52` 60_ 270. 30i 3.o'rd 288 29 36 48 58' 288 29' 38 58.- 282 34. 38 44 5.1, •60• 276> - 30 35 42 52 z Z 0 m 294 28 36 47 57 294 28 38 56 288 33 38 43 50 60' .282. 29 34' "41 .51' o 3<f a ;B 300 35 46 56 300 - 37 55 294 33 '37 '42 49 60 288' 29 33 40' .50• _ x"�w 294'' = 28'. 33' 39 49 U 3 z'm .:B. 306 .34 45 55 306 - 36 54 300 32 36 41. 48 60_ •� 306 31 35 40 47 :60 300. - '32 38' 312 33 45 54 312 35- 53 306.' - 31 38 47 318 33 44 53 378 - 35 52 . 312 31 35 40 46 60 0 5 312 - 31. 37 46 z ,�, o -_ 324 - - 32 -43' 52 324 - - - 34 51- �. 330 32 42 51 330 33 '50 � 6 o o d 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 2 3 . I 12 1 1 10 9 8 7 6- 5 4 3',. 2 _1.- 12 11 19 .9 8 - - ?' 6, 5" 4._ T3�^_ ,2 'HOLLOW BLOCK TABLES H. 114'PANELMATE I SERTS 1 4"PANELMATE FEMALE, .1'4"PANELMATE MALE SCREEN HOLLOW BLOCK SCREEN HOLLOW'BLOCK SCREEN HOLLOW BLOCK * 4 = SPANS SPANS SPANS, V wmo 'rn UP TO UP TO UP TO (- ANCHOR SPACING"INCHES .ANCHOR-SPACING. INCHES ANCHOR SPACING INCHES: (in) (in) (in) p 12 .10 8 6 4 •12`- 10,- �8 '6 4" 12. 90` 8 :6 4' I A€1. 48 130 130 130 130. 130 48 125 130 :130 130 -130 48' .125 130' 130 =130 .130: A � 54 130 130 130 130 130 1 '54 111- 130 .130 130 130 54 '1'1,1 130 130,' 130', '130" Dui ❑,�,�"`� 60 130 130 130 130 130 60 100 '120 '130 :130 '130 60 100. 120 130. 130L 130 �. i G 66 130' 130 130 '130 130 66 .91 109 130 130 130 b6' 91 104'' 130' 130' 130,1 (Gi 72' 130 130 1.30• 130 130 72- '83 100' 125 130' 130 .72 .83 100" 125. 130 L'130' 78 1 123 130 130 '130' 130 .78 77 92' 115 130'- .130 K78 77 '92 1_T5 `130 130: �y�/� i 6 I 84 ' 114 130 130 130 130 84 7.1- 86 -107 •130 130 :71• -86 . 107 .130 13090 107 128 130 130 130 90 67 80' 100 130 '130 67 80. 100 130' '130' 96' 100 120 130 130 130 96 63 75 94 125 130 63- "75 .'94' '125 130102 94 113" 130 130 130 102 59 7.1 88 '.118 130 59• .71 .88 1.18- 130 r ss108 89 107. 130 130 130 108. 56 67' 83' _111 130 56 67 83 1'l'l' 130' �/� -- F 114 84 101 126 130 130 114 •53, '63 79 •105 130 '53' .i63' 79 105:':130- VJ � 1F120 80 96 120 130 130 120 `50 60 75 100 130• 50 60. 75. 100 '130' 126 76 91 114 130 130 126 48 57 71. 95 130 126 - 48" "'57' 7.1 :95: -130 1U . 132- 73 87 109 1 130 130 `132 45 55• 68 91- '130 132_ '•45 '55' 68� 91 ' l30 138 70 83 1 104 1 130 '130 138 1 43 52 65 87 130 .138' 43' '52 65• .:87_ 130 Z = 1 ,144 67 80 1 100-1 130 .130 .144, 42 50 63. .'83 -125 144' .42' 50 '63` -'83' .125, 150 64, 77 96' 128 '130 150, 40. 48 60 .80- 120 150' .40 48 60 80._ 120 U-I g E 156 62 74 92 123 130 1 156 38 46 58' -'77 115 1 "156 38 46 58-, 77 115 IEI 162 59 71 .89 119 130 1 162 37 44 56, 74' 111. 162 37 44 '. 56 74 '111' F= trj 168 57 69- 86 114 130 '168 36 43. 54. :71 107' 168. 36' .43: 54' 7-1' 107,' �'•' { 174 55 66 83. 110 130 174 34 47 52 69' 103 174 34 41 52. '64 103 �. N,o 180 53, 64 80 .107 130 180 33- 40_ 50 67. 100 '180•-. 33' •40'' 50 •67: 100 °,.W z 186 52 62 77 103 130 186 .32 39 48 65, 97 186 `32 ''39-' 481 65: "'97 ' Z w-;>m 192 50. 60 60 .60 60 192 - 31' 38. 47 60 60 192' 31 38' 47- '60' 60 ,x a m p 198 48 58 .60 60 60 198 30 36 45' 60 60 196: 30 '36;- 45- -60- 60 0 �'.< ? 'p 204 47 56 60 1 60 60, 204 29 35 44 59 60 204, 29. 35 44 '59' 60 z DI 210 46 55 60 1 60 60 210 29 34 43. .57 60 210 '29 34, ` 43. 57'' A0. 'lo 3 .216 44 53 60 60 60 216 28 33 42 56 60 . 216• '28' 33 .42 '56' 60. N w: 222 43 52 60 .60 60 222 1 - 32 41 '54 60 222: - 32 ' 41 54' '.'60 :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 o 246 39 47 59 60 60 246 - 29 37 49 60 246 29. 3T 49 �-60 N: i C' '252 38 46 57 60 60 252' 29 '36 48 60 252 '29 36 48'i'.:.60'' ;C 258 37 45 56 60 -60 258 - 28 35 47. 60 258 - 28 35 47_: ':60. O j' 264 36• K44 'S5 60 60 264 - - 34 45 60 264 - LLF 34' 45•".160 270 36 53, 60 60 270 - 33 44 60 270 - 33' 44'. 60 pLL276 35 52 .60 60 276 33 43- 60 -276- ' '33' . 43` .-60'• o. t I282 34 51 60 60 282 - - 32 43 60 '282' - •32 43- 60` 3 oc288 33 50: 60 60. 288 31 42' -60• 288 '•31 42 � 60,294 33 49 60 .60 294 - 31' 41 60 294.' 31: '41 ;60.B, '300 32 48 -'60 .60 300 - ' -30 40, 60• 300. .. _ .30- . 40 60', U, Z.f B; 306 31 38 47 60 '60 306 - - 29 '39 59 306 29'.39 -'59' c o 312 31 37 46 60 60 312 - 29 '38 58 '312 29" 38'-.'58' _" i 318 30 36 45 60 60 318 - 28 .38. 57 "318, - 28' '38 .57 �o o'8 324 30 36 44 59 60 324: - 37' 56 324' - 37 56' p� o Ala a 330 29 35' 44 58 '60 330 - 36 53 330` - - :36' SS• o N vi; G E 336 29 34 43 57' 60 336 : 36, 54 336.. 36 34' .342 28 34 42 56 60 342. ' :35 53 342 35- 'S3 'A' 348 -- 33- 41 55- 60 348 34: 52- 348 -- 77---: 34 52 A' 354 1 33" 41 54 60 354 - 34 ..51 '354 3d 511 . 360 - 32 40 53 60 360 - - 39 50 360 - :-33 50.' 12 11 I - 9- B -.7--- - 6' S - 4- -- -3- -- '2' JEFFREY'C.F tii HOLLOW BLOCK TABLES "P �yuq •��Elii H 1 4'CRETE=FLEX 3/6'THREADED ROD&EPDXY 3/8"HOLLOWPSEf:(Sirrips6n)SCREEN SPANS HOLLOW BLOCK 'HOLLOW_BLOCK' SCREEN HOLLOW BLOCK CREEK UP TO 'SPANS (With 3-1/2'•SCREENT,UBE)' SPANSeseeil in ANCHOR'SPACING INCHES UP TO' UP TO' ANCHOR SPACING INCHES s 0� ) 12 10_ 8 6 4 ANCHOR SPACING INCHES (In) (in) 8" 12,_ 10 8,. 6 4 12' 10 6 - l �mp 1 �� 48, 120 130 130 130 130 '��% 54 107 128 130 130 130 48 130 .130' 130 T30 48 '63 75 94' .125- 188• 60 96 115 130 130 130 54 130 130 130 130 54 56 .67.. 83 111 .167 np l8i utis',%% .G 66 87 105 130 130. -130 60, 120 '130. 130• 130- 60'. .50 60 75 100 .150' rGl 66 109 130 130 130 66 45, '.55 68 -9.1 136 z ! I 72 80 96 120 130 130 >W 72 100 120 130 1.30 72 42 50 63' 83 125 I 78 74 .82 111 130 130 '78 38'• .46 '58 77' •.T15 78 92 1'11 130 130' /Ny 84 64 82 96 128 130 84 36 43 54'". 71 107' Fig 90 64 77 96 128 130 84 86. 103 129 130 96 60 72 '90 120 .130 90 80 96 120 130 .90 M. 40 50'. 67 1100 1027 56 68 85 113 i30 96 75 90 113. 130 96 31 '38 47' '63 94 r 108 53 64 80 107 130 102 7.1 85 106 130 102 2S f 35• 44' _59 88'. F 108 67' 80 100. 130 108 '28' '33, 42 '.56 83, .gip 114 51 61 76 10.1 130 120 48 58 72 96 130 114 63 76 95 126 114 32 .39 53 79 126 46 55 69 91' 130 120 60 72 90. 120 . 120 .30 :38, '50 75 132 44 52 65 87 130 126 57' 69 86 114 126.. - :29.' 36, 148' .7,1 U 138 42 50 63 83 125 132 55 65 82 1D9 132 . - 34. 45' :68' Z. 138- 52 63' 78' 104 138' - -33 .. 43 :65.. 144 40 48 60 80 120 i 150 38 46 58 77 115 144 50 60 75 100 144= - 31, 42 63 156 37 44 55 74 111 150' 48 58 72 96 150. 30. •40. 60 W E; '156, 46 55 69: 92 156, - 29' .'38 .= 58! 1E' 162 36 43 53 71 107' i 168 34 41 51 69 103 162 44 S3 67- 89 162' - :28 37 56. I- �. 174 33 40 50 66'. 99 168 43 51' 64 86 �168 - - 36 54 180 ' 32 38' 48 64 96 174 41 50 62: 83 174 - '34 52 'a o N' 180 40 48 60' 80 180. - 33,. 50" - w 7 tE 186 31 37 46 62 93 . Z. > 186 39 46 58 60 186 - 32' 48' 3' 192' 30- 36 45 60 60 '31;,. w' z 198 29 35 44 58 60 192 38' 45 56 60 192 .,4Z 204 28 34 42 56 60 198 36 44 55 60 198 - M 45 N;:O,.g D 204 35 42 53 60 204 - - - 29'• •44` Q 'm 210 - 33 41 55 60 0 (. 216 - 32 40 53 60 '210 34 41 ,51 60 210' - - '29 •43' 216 33. 40 50 60 216' - - - 28 42 N' 222 31 39 52 60 222 32 39- 49 60_ 222 - - - - 41 228 - 30 38 51 60 228 32 38 47 60 228" - - - 39 u 234 - 30 37 49 60� 240 - 29 36 48 60 234 31 37 46 '60 234' - - - - 38• 240' 30: 36 . -45 60 240� - - - - 38 o'• 246 28 35 47 60 �- 246• 29- 35 44 59 246 - - - 37` C. 252 34 46 60 252 29 34 43' 57 252 - - • 36 IC, 264_ - 33 44 60 258 28 33 42 56 258 - -35. 264 .33 41' 55' 264 - - 34' 270 - 32 43 60 !R v. a. o W 270 - 32 '40 53 270 - - '33, p .- 5 w C 276 - 31 .42 60 +$.o. 276. 31 ---39-- 52- .276 - - 33, 282 - 31 41 60 -§o°Q 282 - - 31 38 51" . 282 - 32 0.-> 288 - 30. .40 60 e.Q•q 294 29 39 59 288, - 30 38 50 288' - 31 g 300 29 38 58' 294' 29- _ 37 . . 49 294- " - 31 306 - - 28 38 56 300 - 29 36 48 300 - -30 306 28 35 47 306 29 ' V <.W .B; - - F:o,�z' 312 - - 37 55 �.� 312 - - '35• 46 312 - - - - '29 318 - 36 54 €3. 324 - 36 53 318 - 34 45 318 - - 28 Z. o W e 324' 33: 44 324_ 28'. 336 - 35 51' 330 - 33 44 330 - o i •� 342 - - 34 51' 336 32 43. 336 342 34 51 342 32 42 342 ;q 348 - 33 ' 'S0 348 - 31 41 -348 - - :A'. 354 - - 33 49 354 31 41 354: - - 360 - 32 48 360_ '30 40 360 - 2°5: 12 I-I IU Y 8 Si 12 11 10. y 8 - 6 -- - S -- 4- -- 3; _72.., _1. EQ -"---------------- --- -- JEFFREP C�FR l�ifli� HOLLOW BLOCK TABLES .. 3/8"THREADED ROD&EPDXY STRAP BRACKET W/TWO 1/4" !' (' % CRETE-FLEX or 1/4"TAPCON SCREEN HOLLOW BLOCK 50g7q SPANS (w/UMBRELLA'INSERTS) A[0w ble Epoxy brands&Typeso- _ y. SCREEN HOLLOW BLOCK UP TO IPowesi3D8 Crwueoaowes4.•aees! SPANS (in) ANCHOR SPACING' INCHES '21°wRedHeadA7 "� T4 E0 UPTO ANCHOR SPACING(INCHES) 12' 10. 8' 6 (in) 48 130 1W 130 '130 18, 16 12 10 8 y 54 130' 130 130 130 48 117' 130 130 130 130 1Lhlnsus+�'' G 54 104 117 130 130 130 66 130 130 130 130 tag IG+ 6'6 130' 130 130 130 ., 60 93 108 130 130 130W. 72 130 130 130' 130 - 66 85 95 127 130 130 ; 72 78 88' 117 130 130 78 123 130 130 130• d 84 114 130' 130 930 ^' 78 72 81 108 129 130' 90 107' 128 .130 130 80, 84 67 75 1 100 120 130 B 90 62 70 93 112 130 96' 100 120 l30 T30 102 94 1.13 130 130 [^ F 96 58 66 88 105 130 1 108 89 107 130 130 &;'Fj 102 55 62 82 99 124 114 84 101 126 130 �+ 108 52 58 78. 93 117 120 80 96 120 130 114 49 55 74 88 111 126 '76 91 114 130 U. °6 120 47 53 70 84 105 132 73 87 109 130 Z 126 44 50 67 80 100 138 70 83 104 130 _ 132 42 48 64 76 95 144 67 80 100 130 138 41 46 61 73 91 150 64 77 96 128 LLJ E 144 39 44 58 70 88 156 62 74 92 123 J f; VX 150 37 42 56 67 84 162 59 71 89 119 ~ � 156 36 40 54 65. 81 168 '57 69 86 114 ,g -162 35 39 52 62 78. 174 55 66' 83 110 168' 33 38 50 60 75 180 53 64 80 107 Z r � • 174 32 36 48 58 72 186 52 62 77 '103 g..a: z. '192 50 60 60 60 180 31 35 47 56 70 79g. 48 58' 60 60 �.0;N a 'Z 186 30 34 45 54 68, s D 192 29 33 44 53 60 204 47 56 60' 60 Q co z IDi 198 28 32 42 '51 60 210 46 55 60 60 D 204 - 31 41 49 60 216 44 53 60 60 U 210 30 40 48' -60 222 43' S2 60' 60 216 29 39 47 58 228 42' 51 60 60 Qr 222 28 38 45 57 234 41 49' '60 60 Q 228 - 37 44 55 240 40, 48 60 60 o 246 39 47' 59 60� C 234 36 43 54 252 38 46 57 60• C: 240' 35 42 53 258 37 45 56 60' w �' �`h 7 246 - 34 41 51 264 36 44 55 60 Q z Q� .w 252 - 33 40 50 �p w 270 36 43 53' 60 0 258 33 39 49 -s o'o 27G 35 42 52 b0 264 - 32 38 48 282 34 41 51 '60 3 270 - 31' 37 47 "z 276 30 37 46 'a m 29 33 40 50 60 Q, V N '294 33 39 49 60 z B 282 45 .300 32 38' 48 60 U 3 Z,m Bs 288 29 35 44 294 - 29 34 43 306 31' 38- 47 60., .o�8 312 31 37 46 60 300 28 34 42 318. 30 36. '45 60 o w ; Z' 306 - - - 33 41 324 30 36- 44 59- 312 - - - 32 40 330 29 35- 44- 58 p 336 29 34 43 57 342 28 34 42 56 A 348 - 33. 41• 55 'A' 33 41' .54 360 32 40 53 26 _. — 12 I I. 10 y.. - - �- - --- -- —_7_ . 6< - - -----g, 4 - - --.3- ------ -2- 12 I 1 10 - y -� 6' -- 5... _4 - 3'- - - -2 J F N _ E FREY'C•f�A,l li ft . W00Q TABLES ,." � `�E,Rigti� 1/4"TAPCON 1 4"PANELMATE INSERTS 1/4"PANECMATEFEMALE a 4"BANELMATE MALE s H: �. t SCREEN WOOD SCREEN WOOD SCREEN WOOD, SCREEN 1NOOD SPANS SYP(S,G.55) SPANS SYP(SG.55) SPANS SYP;(SG:55) SPANS SYP(SG".55) UP TO ANCHOR SPACING INCHES UP'TO UP TO' UP TO' Z aL w,61 eL P.E.SERE, ANCHOR SPACING' INCHES ANCHOR SPACING INCHES ANCHOR SPACING'INCHES)O o p (in) 12 10 8 6 4 (in) 12 10 8 6 4' I�nl 12 10 8 .6 -'4 (in) 12' 10 : .18 6' ."4: f 48 130 130 130 .130 ,130 q8, 130 130 '130 130 '130 48 .130 130 130' 130 ;130 48' 130 130 :130 .130' 130• '0 �A 54 130 130 130 130 130 .54 ' 130 130 130 130 130 .54, 130 '130 130 'l30',130 -54 130 130, -130 '130! 130 ,���' 60 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 60 130 .130, '430'` 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 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 1 78' 107 129'130'"130. '130". 84 100 120 130 130 130 ,84. 100. 120 130 130 130 84 100- 120 130' 130 130 1 84 100 120' ']30. 130, 130 VJ 5 90 93 112 130' 130 130 90` A3 112 130 130, '130 90 .93' 112' 130 130 130 90. '93' 112 130, .130, 130 a'Z 96 88 105 130 130 130 96. 87 105 130 130 130 96, 87 105 1'30 .130 130 96 87 105' 130 130 130 W ; 102' 82 99 124 130• 130 102 82 99 123 130 130 102 82' 99 123 130..130 102 ,82' 99 :T23•. 130• 130- 30 F 108 78 93 117 130 130 108 78 . '93 116 130 130 108- 78 93 1.16 130 130 108, 78 '93' 116' .130' 130' .w ;F, 1'14 74 88 111 130 130 114 73 88 110 130 130 114 _ 73- 88 110 130' 130 114 .73- 88. .110 .1301 130- {/J 120 70 84 105 130 130 120 70 84 105 130 130 120 70 •84 105 130 130 120, 70 ' 84 105 .130 1,30: 126 67 80 100 -130' T30 126 66 80 100 130 1.30 126 66 80 100' 130".130 •126 66. .80, :1,00 `130. 130. U m 132 64 76 95 127 T30 132' 63 . Z6 95 '127 730 l32 63 76' 95 127 130 132' . b3 . 76 .95 42T :130: Z , 138 61 73 91 122 130 138' 61 73' 91 121 130 138 '61- 73 91- 121, 130 138_ 61 73 '91 121 130' - _ 144 58 70 88 1'17 130 144 .'58 70 87 1T6 .130 144 :58, 70 87 ' 116 -130 144. 58 70. 87 -116: 130• N 150 56 67 84 112 130 150 56 67 84 112 -130 150'_ 56 67' 84 -112 130 1'50 . 56 67' 84 112. 130-: W E 156 54 65, 81 108 130 156 54: 64 81 107 130 156' 54L 64 . 81 107. 130' 156 54' 64 181' 107 130 E' 162` 52 62 78' 104. 130 162 52 62 78 '103 130 162 52, 62 1 78 103 130 162. . 52 "'62 .78- '1.03, -130, H,.D 168 50 60 75 100 130 11'68 50 60 75 100 '130 M& '50 60 1 75 100 130 168 , 50 60. '75 100' 130 N"W 174 48 •58 72 97 130 174 48 58 72 96 130 174' 48.- 58 .72 96 130 174' 48'_ •5B:' '.72, '96' 130 _ H H 8 �' 180 47 56 70 93 130 180 47 1 56 1 70 '93 130 180- 47 . 56, -70 93- .130 .180 47 56- :70• ,93 130 9'w 186 .45 54 68 90 130 186 45 54 68 90, T30 986 45 54: 681' 90 130 186 45 54 68 90:" 130 192 44 53 60 60 60 192 44 .52 60 60 60• 1.92, 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 19B 42 51 60 60. 60 ° `m z N 0,N 6 p 204 41 49 60 60 60 204 41 49 60 60 60 204 41 49 b0 60• 60 204 -41 49, 60: 60 60• Q: 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• N. E5, 222 38 45 57 60 '60 222 38 45 57 60 60 222 38 -45 57' 60:' .60: -.222 .38 -45. '57, .-601 60: u 228 37 44 55 60 60 228 37 44' S5 60 ' 60 ,228 37 44 55 60 _'60 228':- 37 44, '.55, .M 60 u: 234 36 43 54 60 60 234 36' 43• 54 60 60 234 3! 43 54 60" 60 234' 36' .43 .54 60` 60 240 35 42 53 60 60 240 35• •42 52 60 60 240 35' 42. 52 60 60, 240 35 42•' 52.- ".60,: '60 Q" 246 34 41 51 60 60. 246 34 41 51 60 60 246'. 34: 41 51 60 . 60' '246, 34 ' 41 :51• .60 '' 60',; j C 252 33 40 50 60 60 252 33 40 50. 60.. 60 ,252 33 40 50 60 60, 252' 33: '40 . 50 60 60` fC 258 33 39 49 601 60 258 32. 39 49 60 60 .258 32 39 49 60 '"60' .258: 32 1 39 1 49 60: 60. 264 32 38 48 60 60 264 32 38 .48 60 60' -264 " 32 38 48. .'60 60 264. ,32 381 48, .60 "60,I Lu' :� 0 � 270 31 37 47' 60 60 270. 31 37 47 60 60 270 31, 37 47 60 60' 270 31, 37.' 47'• •M 60: 276 30 37 46 60 60 276. .30 '36 46_ •60 60 '276 30' :36 46 .60 60 276- :30� 36• ;46 . 60 60 =6 o : E�E-.o r 282 30 36, 45 60 60 282 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 60 288 29 35 44 58' 60 288 29: 35 .44' S8: b0 288: 29' 35' .•44 58 '60 W 294 29 34 43 57 60 294 28 34 43 57 60 ;294 28 34' 43 57 60 294 28 34'" 43: 57 60" C s B 300'" '28' '34- 42 ".56. 60 300' - 34' 42 . .56• 60 - 300 34- 42 56. . 60' 300 - 34_ :42'. 56, 60'- _ j5'Z a w' 306 - 33_ 41 55 60' 306 - 33,- .41 55: 60 306 - 33' 49' 55 .60' 306 33 41 :55 60 U 312 32 40 54' 60 312 32 40 54 60 .312 - 32 40 54• 60 .312. 32' 40 54' 60 _ z 318' 32 40 53 60 318 32 40 53 60 318 - ' 32 40 53 .60. 318 32' 40 53' 60 324 . 31.- 39 52 60 324' .31 39 52 60 324 31. 39' 52 60. 324- _:31. .39, " ,52' 60 330 31 38 51 60 330 30. 38 51 60' 330 30 . 38 '51: . 60 330- 30' ,38'. ' 51'.."60" ° a 336 30 38 50 60 .336 30 37 50 60 336' 30' ' 37' 50 b0. 336,- 30- .37 '50 60' 342 29 37 49 60 342 29 37 •49 b0 342 29 37 49 60' 342 29' 37' 49. 60' A' 348' 29 36 48 60 348 29 3'6" 48 60 '348 - 29� 36 48- 60 348'____- _.29' _-36_'__48:.-.60, A. 354 28 36 47 60 354 - 28 35 47 60 354 28 35 47' 60 354' - 28 35 47 60, 360 35 47 60 360 - 35 47 •60 '360 - 35 47 60 360 - •35 47 60 2 7 - - .. " 12� I7 IU 8 8 7 6 S _ 4__._ "__ _ _- _3 _.__. __ _._.1. 12_ I l_ 10 9- 8 _ - - WOOD TABLE) JEFFR P.C. a14P ' IWQ STRAP BRACKET.W/TWO. H. 3/8"COMBO ANCHOR or LAG BOLT 1/2"COMBO ANCHOR&LA'G BOLT 1/4:'CRETE=FLEX' IH o SCREEN WOOD SCREEN WOOD SCREEN WOOD or.l 4'TAPCON. SPANS (SYP with SG>_0.55) SPANS (SYP with SG>_'0.55)' SPANS '(SYP•with'SG2!0.55), SCREEN WOOD suroanvwneomuwuv.esutl *_ UP TO UP TO UP TO.. SPANS' (SYP with SG.>0.55) �� ® -�E�pF ! ANCHOR SPACING INCHES ANCHOR SPACING INCHES L� (in) ANCHOR SPACING INCHES (in) 18 16 14 12 8. (in)' 18`" 16-- '.12, :10 8 'UP-TO 'ANCHOR SPACING'INCHES 16 14 12 10 6. (in) � 48 130 130 130 130 130 48 130 130 130 130 130 16 14 '12 10 8.-. 48 124 130 130 130 130 54 124 130 130 130 130 1 54 1301 130 130, 130 130 -48 '130' 130 130 -130 130,60 112 126 130 130' 130 60 .130 130'. 1'30, 130 130 :54 .130;. i130 :130. .130 130: , 11N! "G,` 54 110 126 130 130 130 -G. 60 99 113 130 130, 130' may 66 90 103 120 130 130 72, 932 105 120 130 - 130 . 72: 130 130 115 130 130 130 66 130 180. '130 130 130 60' '.120 '130 '130' 130 130, g 72 83 94 110 130 130 130, `130 130 '66 109 '125, '130' 130 '130 78 76 87 102 122 130 78 86 97 111 129• 130' 78 123' '130 130 130 '130 .72, ,,100_ 114:-130 130' -130 84 71 81 94 113 130 84 80 '90 103 120 130 84-- 114 129'; 130 '130 130 "78' 92. '.105 123 130 .130:. � 90 66 75 88 106 130 90 75 84 96 112: 130 90 '107' 120". 130 130 130 84 86' 98 114' 130 130. .96 62 71 83 99 130 .96 70. 79 90 105 130 96' 100 11& 130 130 130' 90 80. 91 107 128: -130 �0; 102 58 67 78 9& 130 102 66 74 85 99 130 102 94 106 130 130_ 130 96' 75• 86 100' 120 J 30' F 108 55 63 73 88 130 108 62 70 80 93 130 108: 89 100.,.'130 130 l30 102' 71 81 94 a 13 130,• _R i F 114 52 60 1 69 83 130 114 59 66 76 88' 130 114 84 95: 126 130 '130 108- _ 67' 76 '89' .107 130 120 50 57 66 79 130 120 56 63 72 84, 126 120. 80 90: 120 130 130 114 63 72• -,84 101. .126 126 47 54 63 75 120 126' 53 60 69 80 120 126 76 86 114 130 130 120' 160' '.69 ' -80" :96 . 120' U, v° 132 45 51 60 72 120 132 51 57 65 76 115 132 73 '82' '109 130 130. -126" 57' -65 76, '91 '11'4- �Z 138 43 49 57 69 115 138 49 55 63 73 110' 138 70 78, 104. 125 130 132. '55. 62, `J3 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-- N. 150 40 45 53 63 106 150 45 50 58 67 101 150 64 72 96 1.15 1'30,- 144 •50' 57 67 80 100 w E 156 38 44 51 61 102 156 43 48 55 �65 97' 156 .62 :69, 92 '111 130, 150 48, -55 64 ' 77 56• 1E, 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' -Z). 174 39 -43 50 58 87' 174 55 62 83 99 124 168' 43 49-. SZ'. 69 '`86 " h 0 y t 1 174 34 39 46 55 91 ,p;� 180 33 38 44 53 88 180 37 42 46 56 84' 180` 53 .60: '80 96 120 f74• 41• -47 55: 66 :83 186' 36 41 46 54 81 186 32 36 43 51 85 186' 52 58' -77 93 116 180• 40: 46. 53 64 +80' w 192 31 35 41 50 60 192' .35 -'39 45 53, 60• z• 192 50 56 75 90 1'1.3' 18b' 39 44' S2"' 62 "Z7. g a < o 198' '34 38 44 51 60 N ¢ z 198 30 34 40 48 60 198" 48 55 73 '"87 109 192 38" 43: 50 60 ' 60 � !D' 204 29 33, 39 47 60 204 33 37 42 49 60' 204, ' •47 '53 71 85 106 198 36' -42 •48, 58 .60. Q w z D 210', 32 '36 41 .48' 60 '270 28 32 38 45 60� 210 46 51 :69' 82 103• 204 35, 40• 47 56 +b0, 216 31 35 40 47 60, w 216 - 31 37 44 60 216 44 50�' •67 80 100 310 34 34.. "-46� 'S5. !60. N x j252. 30 34 39 45• 60 222 31' 36 43 60 222_ .•43 . 49 65- 78 97 '216 '33• -38,.- "44 53- 60` 29. 33 38 44 60. 228 - 30 35 42 60 228' 42' '4T 63 " 76 '95� 222 '32- -37 43. ',52 ' 160' [Y 29 32 37 43 60 234 - 29 34 41 60 -234 41 46 62 74 '92 .228. 32 '36' •42 51 .60 28 32 36 42' 60' a 240 28 33 40 60. 240' 40 45 60 72 .'•90 234 31 35: •41 49' 60 31 35 41' 60 VY, 246 28 32 39 60 246 39 ..44 59 . 70: 88 240 30- 34 40. 48 60,' C' - 30 34 40 60 'C 252 - - 31 38 60252 •38• 43 SZ 69 " 86 246• .29,. M. 39 47- 'S9;, , - 29 33 39 59 258 31 37 60 258 '37 42' '.56 67..- 84' 252 :29 33'" 38 46 ' 57 264 - 29 33 38 57' �• Z 264 30 36 60 270 - 28 32 37 56 264' 36 41 55 65 '82 258 28 32 3T 45: .55'. 0¢ a 5 W 270 29 35 59 276' - 31 _ .3T 55 270, .36• 40 53- 64' 80 264 - 31 36 44' 55: 276 29 34 57 276 35 39"' .52 -63 78' .270 .30 36• .43•- :53' 282 - 31 36 54, 3.a Q. 288 282 28 33 55 288 - - 30 35 53 288 "33 3&`' S0_" 60 75 282 29 '341 '4? 52 p a o 294 - 29 34 51' 294 - 32 54 294' 33 '37' 49 59 73 288 - 59 33 40 50' 3 Z m B' 8 300 32 53' 306' 28 33 49 300 32 36 . 48 58', 72' 294 28 33" 39' 49 CJ s o o ! 306 31 52 312 - 32 48 306 31 35 47 56 7.1 300 - 312 - - 30 51 312 31 35 46 55 69318 306' - 31: • 38 4T �3 318 - - 30 50 J-348 32 47 312 324 - 29' 49 O o '6 31 46• �. .,,. 330 - - 29 48 30 45 336 - - 28 47 29 44 A '348 46 29- 43- ±A354 45 28' 43,360 - - 44 - A2 28: -- 12 - -- 11 10 9 - - g JEFFREY(C,fiR .RF grrr!Di ALUMINUM & STEEL TABLES IALLOWABLE SAMMY TWBUILDE%SAMMYBRAND: qN r4S';•l H 1/4"SAMMY 1/4"TEKS 1/4".TEKS 1/4"TEKS ��74H ••�z SCREEN 16 GA Steel SCREEN 1/8"Steel SCREEN 1/4"Alum SCREEN 1/8"Alum SPANS (A36) SPANS (A36) SPANS (MIN 6063-T5) SPANS (MIN 6063T5) UP TO ANCHOR SPACING INCHES UP TO UP TO ANCHOR SPACING INCHES U(in) ANCHOR SPACING INCHES V y® P OF PTO (in) (in) ANCHOR SPACING'INCHES (inJ (in) O u r 12 10 8 6 4 14 12 10- 8 6 12 10' 8. 6 4" 14 12. 10 8 6 0 D A•'��4'`�`�� 48 123 130 130 130 130 48 130 130 130 '130: 1'30 _48 127 130 '130 130.- 130 48 130 130 130 130 130 N ECG``o 54 109 130 130 130 130 54 130 130 130' 130 130 54 113 130 130 '130 130 54 130 130 130 130 130 rrrr I I gnu 60 98 118 130 130 130 60 130 130 130 .130• 130 60 102 122 130. 130 130 G' 66_ 89 107 130 130 130 60 130 130 130 130 130 66 130: 130- 130 .130 130, 66 92 111 130 130 130, 66 130 130 130 130 130 �,� 72 82 98 123 130 130 72 T30 130 130 '130 130 72 85 107 b27" .130 "130" ' 78 76 91 1'1'4 130 130 72 130 130 130 130 130 '78 130 130 130 _130 130' .78 78 94 117 130 130' u 78 130 130 130 "130 130 �.� z s 84 70 84 105' 130 130 84 130 130 130 130' 130 84 .73 87 109 130' •130- 84 122 130. 130 130. 130 90 66 79 98 130 130 96 130' 130 130 130. 130 90 68 81 102 '127 '130' 90' 114 130 130 130 130 ° 96 62 74 92 123 130 96 130 130 130 '130 130" 96 6'4 76 -'95 127 102 58 69 87 116 130 96 107 125 130 130 130 102 130 130 130 130 130 102 60 72 90' 120" 130 z 102 101 118 130 130 1308. I F 114 52 62 8 55 66 88 104 130 108 95 111 130 130 130 12 109 130 14 130 130 130 130 130., 1 130 130 130 130.1 14 53 64 80 '10T 130` N �F' 120 49 59 74 98 130 114 90 105 126 130 130 120 130 130 130 130• 130 120 51 61 76'. 102 130 120 86 100 120 130 130 126 47 56 70 94 130 126 126' 130 130 130' 130 -126 .48 58 73 97 130 m 132 45 54 67 89 130 126 82 95 114 130 130 132 120 130 130 130 130 132 �46. 55 69 -`92 '130- U =. 132. 78 91 109 130 :130' Z > 138 43 51 64 86 128 138 115"I 130 130 130 130 138 . 44 '53 66 88 '130 - _ 144 41 ' 49 62 82 123 144 75 87 104 130 130 144 110 128 130 130 130 144 44 51 64. '85" '127 144 71 83 100 125 130 v% 150 39 47 59 79 118 150' 905 123 130 130 150, 150 Al 49 .6:1 81 122' W 150 69 80 96 120 130 156 38 45 57 76 114 '156 102 118 130 130 130: 156 '39 47 '59- 7& 1.17 E 156• 66 77 "92 115 130 E 162 36 44 55 73 109 162 98 114 .130 130 130 T62 38 45' :56 95 113 Fr 162 63 74 89' '1ll 130 w. J 168 35 42 53 70 105 168' 94. 110 130 130 130' 168 36 44 54' 73 109 168 61 71 86 107 130 o"H 174 34 41 51 68 102 174 91 106 127 130 130 174 35 42 53 70 105. H 2 174 59 69 83 103 130 Q =I 180 33 39 49 66 98 180 88 903 .123 :130 130 180 39 : 41 51 68' '102 180 57 67 80 100 130 W 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' Z w "P':� 192 31 37 46 60 60 192 60 60 60 60� 60 192- 32, '38' •48 .60 .60 z 192. 54 60 60 60 60 ~ o.� m i , 198 30 36 45 60 60 198 60 60 60. 60, 60, 198 31 37 46 -60 .60- �' O,'w a 198 52 60 60 60 60 a a pr 204 29 . 35 43 58 60 204 60 60 60 60 60 204 30, :36 45 60 60' Q w '.o 204 50 .59 60 60 60z 4 290 28' 34 42 56, 60 210 60 60 60',. .60 60 210 29 35 44 58 60' 3. 216 33 41 55 60 210 49 57 60 60 60 216 .60 60 60 60 60 216 .28 34 42 56 : 60 tV 216 48 56 60 60 60 s 222 - 32 40 53 60 222 �60 60 b0 60 60' 222 -- 33' 41 35 60' 222 46 54' 60 60. 60 228 31 39 52 60 228 60 60 60 60 60 228 - - 32 40. 53 ' .60' 228 45 . 'S3' •60 60 60 234 I 30 38 50 60 234" 60 60 60 60 60 234 - 31' -39 52 60' 234 44 .51 60 60 60 240 30 37 49 60 240 60 60 60 60 60: 240 - 30 38 51 60 0 240 43 50 60 60 60 F= 246' 29 36 48 60 246 '60 60 60' 60, 60 :246 - 30 3Z -50, 60 >n, C 252 28 35 47 60 246 42 49 59 60 60 ,252 60 60 -60' 60, 60 252. 29 " 36 "-48, '.60 258 34 46 60 252' 41 48 57 60 60 258 160 •60 60 60 60 258 28; 35 47' :'60- C' 258 40 47, '56 60 60 w 264 34 45 60 264 60 60 60: 60 •60. 264. - 35 - 46 60 F- Z' 270 33 44 60 264 39 45 55 60' 60 •270- 59 60• 60 60 60 270 - 34' 45 60 • .276 - 32 43 60 270 38 44 53 60 60 276 57 . 60 60 60 •60 276 33' 44 60 °G 276 37 43 52 60, 60 z - 282 31 42 b0 282. 'S6- '60 60. 60 60 282 - 32 43- 60 3°a 288 31 41 60 -282 36' 43 51 60 60 .288 55 60 60 60 60 288 32 42 '.60 'q 288 36 42 50 '60 -60 0 f o 294 30 40 60 294 54 60 .60' 60 60 294 - 31 '. 41' 60 ,c x i W B 300 30 39 59 294 35 41 49 60 60 300 53 60 60 •60 60 :300'. - 30 .4.1 60 . _ !z W ,B 300 34 40 -48 60 60 U 306 29 39 58 306• .52 60 .60, -60 60. 306, 30 40.- •:60=. s-a�8 312 28 38 57 306 34 39 A7 59 60 312 '51 59 .60 60• 60 312 - '29 39 59 H=i '318 - 37 56 312 33 38 46 58 60 318 .50 58 60 60 60. 318 29 <r`3 324 - 36 55 318 32 38 45 57 60 324, 49 57 60' 60 60: 324 - 28, 38 d Z t 324 32 -37 44 56 60 : 'p °,°a 330 - 36 54 330 48, 56 60. .60 60 330 - - 37, _330 31 36 44 55 60 336 35 53 336 47 55 60 60 60 336 - 36,342 35 52 336 31 36 43 54 .60 :342 46 .54 60 60 �60 : 342 36 342 30 35 47 53 60A' 348 34 51 348•_ 46 -53 -•60- 60_ .60 . 348 - 35.• . :A, 354' 33 50 348 30 34 41 . 52 60 .354 45 52 60 60 601' 354 34 q360 - 33 49 354 29 34 41 51 60 360 •44. 51 . 60 .60 .60. 360 - - .34 29 360 29 33 40 50 60 - ----- , - - -- 12 11 10 9 8. .7 6 :5. 4 33- 2 '-jEF0Eflf.-FRl' T'P —�� upk fir E I EARTH TABLEllll • EARTH ANCHOR NOTES: H; 30"x I/Z'Shaft x 4"Helix Use when soil conditions are visually identified to be loose to medium dense iand.(Soil Class 4A) Z :: : *60974' SCREEN, SOIL CLASS 4A, 2)Use when soil'conditions ore mechanically Identified to be Soil Class 3 SPANS MEDIUM DENSE SAND 3)-Use with Stabilizer plates are used when soil-conditions are Yisually Identified to be loose to medium dense sand,(Soil Class�'46)- lip. OMG P.E S L c)Soil Class 3:.24;39 blow count device or 351-550 a torque probe UP TO b)Soil Class 4A: 18-23 blow count aevide or 276-350 a torque j (in) ANCHOR SPACING-(INCHES) probe 240) 242) 24(3) 48 130 130 130 1 Id. 54 130 lK 130 60 130 130 130 6:6 127 130 130 72 117 130 130 78 108 130 130 84 100 129 130 90 93 120 930 Y,4c 96 88 113 130 F 102 82 106 130 F! 108 78 100 130 114 74 95 126 120 70 90. 120 1 126 67 86 114 U Z 1 32 64 82 109 138 61 78 104 144 58 1 75 100 Ul) W 150 56 72 96 1 156 54 iE!E 69 92 'F-m- 162 52 67 89 V), w j 168. 50 64 86 c, 174 48 62 83 -c) 180 47 60_ 80 Z 3 r - > I 186 45. 58 77 :2, z. '192 44 56 60 D' 198 42, '55 60 co X . 0, 204 41 53 60 210 -40. 51 6 t 216 39 50 60 to . 222 38 49 -60 !2' 228 37 47 60 .234 36 46 60' 1 240 35 45 60 4- 246 34 44 59 %V). :C 252 33 43 57 258 33 42 56 264 32 41 55 'p a 270 31 40 53 < E�t 276 30 -39 52- •Gt 282 30 38 51 288 29 38 50 '294 29 37 49 1 he d !B; Zj 300 28 36 48 U §"- B, 306 - 35 -47 312 35 146. .318 - 34 45 324 - 33 -44 330 - .33 44 K 336. - t; 32 43 342 - 32 1 42 1 348. 31' 354 31 1 AN 1' 'A' '360 30 1 40 1 30 12 -8