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Home My WebLink AboutWind Load Calculation 801 STORMLicense a cholee Blvd, 4047 Okeechobee Blvd,Ste 106, West Palm Beach, 33409 SMART Phone(561)229-004048 of Southeast Florida www.S tormSmertS E.com Property Information Building Information Owner: William Buff Wind Zone: 170 MPH. Address: 1066 Nettles Blvd Exposure Category: D Jensen Beach,FL.34957 Minimum Building Dimension: 2 ft. Mean Roof Height: 25 ft. Ut Risk Category: II Design Pressure Calculations Opening Location Device Device Device N Max Positive Max Negative umber Zone Width(in) Height(in) Elevation(ft) IE:Pressure(psf) Pressure(psf) _j 2 End 101 109 .9 39.9 -49.2 3 End 126.125 109 9 39.3 _ -47.9 4 Int 57 60 7 43.3 -47.2 RECEIVED NOV.O 2 2020 Permitting Department St. Lucie County co d s Rs CTOR OF Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6rh Edition(2017)Florida Building Code. Page 1 of 1 RECEIVED NOV..O 2 1010 Permitting Deparimer)t 12 11 10 Y a 7 St.Lucie Cojlnhy 5 4 3 L JEFFREY C.F 1 LPf�; STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES :,Pp lA I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH " FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE CODE,FOR USE IWITHN AND OUTSIDE THE HIGH VELOCITY HURRICANE URRICANE ZONE PER ASIIM THE FLORIDA E330.E1996.E86 18 .AND M-D TAS 201.202.203 TESTING STANDARDS. 05 =_ 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION a•. rw .ee71•I r_e n!�I AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED C= FOR THE SAME PRODUCT APPROVAL. SS OF STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO33- 1 INCREASE INA ACTORCd LLOW =HAS BEEN S E EDI THE OR WOOD ANCHOR ^'A S WIND O G fSrORNI CATCHER SCREW COLOR OIACK SMITE GRAY 0ONT nROWN DESIGN. VD VISUAL oGIITTRANSMITTARCE 0.21 0.23 0.17 0,14 0.09 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR THE USE WITH THIS SYSTEM 11,10 114 UVT'ULTRAVIOLET IIGIITTRAMSMITTANCE 0.12 0.14 0.12 0.06 0.07 SHALL BE DETERMINED PER SEPERATE ENGINEERING IN ACCORDANCE WITH THE O G i SST-SOLAR SPECTRUM TRANSMInANCF. 0.13 0,30 0.16 Ole Ong GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE L LI'VLR-VISUAL REFLECTANCE 007 os3 0.26 OA4 0.22 POSITIVE ORAEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY SSR.SOLAR SPECTRUM REEIECTAI,CF 0.04 o.46 0.19 O47 0.17 ASSEMBLY AS SHOWN. 'SHGC-SOLAR IIEATGAIN COFFFICIFN 5.T-o.17 0.75 0.17 0.17 n.1e DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED IV!♦■ =; sIIGC REOUFTIoN 79. G7; 7e;: 79, R24 I BY A 1.5 SAFETY FACTOR. III= SHGC PROPERTIES TESTED TO:NFRC 201-2010 USING INTERIM STANDARD TEST METHOD WIIH CALORIMETRY 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A u W TIOT BOX METHODS AND UTILIZING CLEAR.INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS t a, DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE OPTICAL 2 1 ASIIFS TESTED0841 A S` F LSIM E 972/ASTM E I08A(ASIiRAE 74 /NFRC 202 SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. u = i 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN tar.. �-;=S F TESTING BY:ARCHITECTURAL TESTING.INC..FRESNO.CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,SCREEN WI IAT IS St IGC2• PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO MEET BUILDING 1 '+} A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO:WHERE I IS THE MAXIMUM AMOUNLOF SOLAR HEAT B. ENVELOPE REQUIREMENTS. U B PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND q GAIN THAT CAN COME THROUGH A WINDOW AND O IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT SUPERIMPOSED LOADS. Z = 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: WHAI IS VLI¢ 9.1 SLIDE TRACK AND STRAP/BUCKLE:1-16FT SPAN=13UPSF DESIGN PRESSURE AND N >16-26FT MAX.SPAN=60PSF DESIGN PRESSURE LLJ E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT,VLT IS EXPRESSED AS A NUMBER BETWEEN 0 9.2 ROLL DOWN TRACKS:1-161T SPAN=13OPSF DESIGN PRESSURE AND 1 16-3OFT MAX. - E AND I.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=60PSF DESIGN PRESSURE F""• w 7.3 GROMMETS:192-MAX.SPAN=6OPSF DESIGN PRESSURE N 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.I.91.2.&9.3 ABOVE. 0 EVALUATION BASED ON: REFER TO TABLES I1. PANES SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE LABEL PER PANEL 0 p CONTAINING THE FOLLOWING MINIMUM INFORMATION: FENESTRATION TESTING LABORATORY.INC. STGRM SMART INDUSTRIES.INC. Z 3 Y �' FOR ALLOWABLE 61B21DLEWILD STREET.FORT MYERS.FL.33966 F- a < O LAB.No. 8441 LAB.No. 7590 DESIGN PRESSURES FL PRODUCT APPROVAL NO.FL11291 O < z D PROJECT No. I5.5893 PROJECT No. 13.4387 OPENING NO.H Q FILE No. 13-890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS C ,� z O APPLICABLE.ALL SCREENS ARE ALLOWABLE FOR TWO OPPOSITE SIDE ATTACHMENTS WITH C LAB,No. 8440 LAB.No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ.ZONE 4,MIAMI-DADE N PROJECT No. 15-5892 PROJECT No. 17-7199 REGIONS THEN DEFLECTION VALUES ARE ENFORCED.SEE DEFLECTION TABLE FOR SPECIFIC U BUCKLE SPECIFICATIONS: DEFLECTION VALUES. �i < LAB.No. 7561 LAB.No, 981 B 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR U PROJECT No. I3.4387 PROJECT No. 17-7449 PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. O FILE No. 13-890 WIDTH/DIAMETER:2.5"+/.0.10" 14. ALL ALUMINUM EXTRUSIONS SHALL BE 606346,U.N.O. F. O THICKNESS:0.050"+/.0A1W I) C LAB.No. 6026 LAB.No. 9834 MATERIAL:ACETAL HURRICANE BARRIER PROJECT No. 09-1664 PROJECT No. 17.7543 POLYPROPYLENE MONOMI ENT WOVEN INTO FILE No, 09.665 BASKET WEAVE DESIGN: BLACK.WI IIIE.BROWN TBLK&TANI. LAB.No. 9836 L',B.NO. 9835 STRAP SPECIFICATIONS: BONE IVMI&TANI.GRAY IBLK A WHIZ o s „'g W PROJECT No. 17.7543 PROJECT No. 17-7449 TYPICAL ROLL o i ii MECHANICAL PROPERTIES TESTMETHOD UNIT VALUE I C Y PATTERN:XI00-1000 MD CD LAB.No. 9742 LAB.No. 9765 WIDTH/DIAMETER:1.875"+/-0.063" GRAB TENSILE STRENGTH ASTM D4632 LBS 500 1 550 2 z lR o PROJECT No. 17-7199 PROJECT NO. 17-7449 THICKNESS:0.050"+(-0.010" TRAPEZOID TEAR STRENGTH ASTM DASH LBS 1200 1 250 �a In AVERAGE BREAK STRENGTH:6000 LBS MULLEIN BURST ASTM 03766 P51 750 = B LAB.No, 9833 LAB.No. 9647 PUNCTURESTRENGTH ASTM 04833 LBS 150 3 z m B MATERIAL:POLYESTER U PROJECT No. 17-7543 PROJECT N0. 17.7199 AIR FLOW ASTM 0737 CFM 175 x°� PERCENT OPEN AREA COE-02315 I 5 LAB.NO. 10348 LAB.No. 10347 UV RESISTANCE IOUVI ASTM G154 a 70 f c o PROJECT No. 1"274 PROJECT No. IM274 A IN Z SEWING: P.-M Op..Ale.Ls a MARV. }� W- Er o 0 HETI(HURRICANE ENGINEERING&TESTING.INC.) T130 POLYESTER THREAD(FOR ALL SPANS G+/•130PSF) PHYSICAL PROPERTIES � TEST METHOD UNIT I TYPICAL VALUE REPORT.NO.174301,174302.174303,174304.&17-F305 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'&+/-130PSF) GENERIC OR EQUIVALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGH ASTM D5161 6Z/YD7 9.7 A THICKNESS I ASTMD5199 MIL 21 A CONSTRUCTION I EPI/PPI 60X63 F13ER CONIENI loom PP 12 11 1U 9 B / 6 5 4 3 2 I 12 II ID Y B 7 6 5 4 3 2 1 JEFFREY C. l4Nllpfl.r/ APPROVED EDGES 7 a STITCHING - DETAILS STANDARD HEM. —LASER CUT EDGEutipa �'ul SPAN DUTECIION-SCALE:N.T.S. —PANEL i sawo Je.of_ A To.INUAUM OF 3 ROWS OF SRTCHiWG IS REQUIRED ^0.334"NYLON CORDING OR yY 1y�Pn•��`�` FOR SPAII DIRECTION EDGES. 7.5MM PVC CORDING LY.-•i��` / SPAN DIRECTION EDGE:NO HEM NYLON LOFT TAPE G DISTANCE BETWEEN ROWS OF ,!" r STITCHING FABRIC rrrll �1a 1„G STITCHING MAY VARY.STITCH PATTERNS __�' 7'PANEL HEM LF n DISPLAY REQUIRED NUMBER OF STITCH BI•FOLD WELD PANEL ROWS SHOWN,MINIMUM. I I 0.25'' I,75" SPAN DIRECTION HEM:2 ROWS OF STITCHING F 7PANEL HEM F BI-FOLD WELD —PANEL — BI-FOLD W/DOUBLE STITCHING U °a Z i STRUCTURAL HEMS W E _,";NYLON CORDING OR O! E 7.5MM PVC CORDING — ♦— STRAP.LOOP.BUCKLE STRAP fn u :E NYLON LUFT TAPE /- 31/7'LOOP HEM —FABRIC \-� 1.500" 1.500" —PANEL >� cT 7 _ �_L0.2,W 0.375"�^ ` �SIITCHING O n m z N O N 6 7'WIOE SEAT BELT Q LL D WEBBING LOOP 7'LOOP HEM —FIXED STRAPILOOP N I.D.TI3 GROMMET-- i Z'LOOP HEM = 1.25" 1:25" 1 PANEL�—PANEL ,._ � 77 � � �� •_ ) /^PANEL ALTERNATE FIXED STRAP/LOOP 1- c STITCHING SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL N ._c SIRUCNRAL ANACHMENI FOR IOOP: STRUCTURAL ATTACHMENT FOR LOON a OPTIONAL HEM - III ROW551IICHiNG6b0%SIIICII �LaJ N ...!n 131 ROWS SHICHNG K RD:STITCH Q avow STRAP.LOOP. PANEL r BUCKLE/STRAP OR z z I.500" I.e.AO.. 31/2'STRAP HEM / ¢ o e FABRIC LUFT TAPE B --STITCHING r J U 9 i og"_'a LET OR EQUAL z c W 31/Z'BUCKLE HEM 31/2"STRAP HEM I `�---STRAP m W¢ h 5 O N A \—PANEL 1 7'8I-FOLD A STRUCTURAL ATTACHMENT FOR STRAP 6 BUCKLE: OR EQUAL 131 ROWS STITCHING MIN.&13OX STITCH a EACH HEM 12 11 10 Y tl / 6 5 4 3 2 1 fo*.- 12 11 10 9 8 7 6 5 4 3 2 �w 1 1 JEFFREY C.FaR.l PT.P.E. K{j U9 rr " TABLE 1 RESULTANT.LOAD(PLF) 4-IT 9 }k PARALLEL TO WIND LOAD 6 974 _ $p0(l DESIGN PRESSURE(PSF) i5 a '+•+n.t.sns Itt = O i• TE OF 30 40 50 1 60 70 75 80 90 100 110E778 20 130 -��n' . p R 48 1 115 149 187 226 259 278 298 1 336 2 40842 480 54 125 1 168 217 I 293 312 336 374 418 45699 542 G 60 139 I 187 235 278 326 346 370 416 461 50957 600 G __66 154 1 206 254 355 384 408 1 461 1 509 1 56210 662 72 168 226 278 336 389 418 446 499 I 557 61067 720 78 182 240 302 360 1 422 451 480 1 542 1 600 66220 782 (J1 84 197 259 326 _ 389 456 485 518 I 581 648 1 710 840 c� _ 90 _ 211 I 278 350 ___ _418 _ 485 518 557 624 691 1 763 830 698 ? 96 _226 '� 298 1 370 _ 446 _ 518 557 590 667 739 1 811 883 960 102 235 317 I 394 470 552 590 629 706 782 ! 864 941 1018 F 108 250 336 I 418 1 581 624 667 1 .749 830 1 912 994 1075 1 __ F 114 _264 350 1 442 __ 528 614 658 701 i 787 874 960 1046 1138 120 278 370--1---461 557 1 648 691 739 830 922 1013 1104 1195 '126 293 1 .389 1 485 f 677 725 773 869 965 1 1061 1157 1253 U ° 132 307 408 I 509 610 710 763 811 912 1 1013 1114 1210 1310 Z 138 322 427 533 744 797 850 i 955 1056 1162 1267 1373 144 336 446 1 557 1 667 773 1830 883 1 994 1 1104 1 1214 1325 1430 N T 150 350 461 1 576 1 691 806 1 864 1 922 1037 1 1152 I 1262 1378 1493 LU '1 E 156 360_____480 I 600 720 840 898 960 1 1075 1195 1315 1435 1550 Ce = E 162 374 499 ( 624 1 749 874 936 994 1 1118 1243 1 1363 1488 1613 D 168 389 518 1 648 778 902 970 1032 1 1162 1286 1 1416 1546 1670 a LL o 174 1 403 538 1 672 802 936 1003 1070 1 1200 1334 1 1469 1598 1733 > y g 180. 418.___.__ 557 691 830 970 1037 I 1104 1243 1382 I 1517 1656 1790 _� w ;; z` s 186 432 571 715 1 859 998 1070 ) 1142 1 1286 1426 i 1570 1709 1853 Z 3 a _ 192 1 446 590 i 739 888 1032 1 1104 1 1181 1 1325 1 1474 1 1618 1762 1906 I- z _ 198 1 461 1 610 763 912 Q' 0 N a z D 204 470 1 629 I 787 941 < m LL " 210 I 465 648 806 970 j v D 216 1 499 I 6671 830 998 V) _ 222 514 682 854 1022 = 228—r 528 701 1 878 1051 Ty=PERPENDICULAR LOADS T=SCREEN TENSION 234 I 542 1 720 1 898 1080 (EITHER DIRECTION) I u 240 1 557 1 .739 922 1104 1 ____246 1 566 _ 758_� 946 1133 N C 252—T 581 778 970 1162 C 258 1 595 792 994 1190 264 1 610 1 811 1013. 1214 1 270 i 624. 830 1037 1243 I Tx=PARALLEL LOADS $ i, 276 638 850 1061 1272 1. p o s s 2 0 282 1 653 869 1085 1301 iE 6 2-zz 288 i 667 888 1104 1325 0 a 294 . 677 _ 902 1128 1354 p a o 8 360 691 922 . 1152 1382 306 706 941 1176 1411 LOADS ON EXISTING STRUCTURE Wm R 312 720 960 1200 1435 o C`o 318 734 979 1219 1464 SIDE.SLIDE.GROMMET.&STRAP INSTALLATIONS g�-3 z 324 749 998 1243 1493 w t 330 763 1013 1267 1522 336 778 1032 1291 1546 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMMET.AND p p a c STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. H 342 787 1051 __1315 1574 _ 354 348 802 1070 1334 1603 A 816 1090 1358 1627 A 360 1 830 1104 1 1382 1656 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFR Y 0.1FP.JAH1q E, " RESULTANTf TABLE 2 PERPENDICULARLTO WINDFLOAD l7 74 Span DESIGN PRESSURE(PSF) (in) =0� •. ��`� F 30 I 40 50 1 60 1 70 75 I 80 1 90 100 110 120 130 .cS+S. .ID,,�G` 48 24 32 1 48 1 56 1 64 72 1 80 884 104 112 128 _ 136 G 5 24 32 ! 48 1 64 72 i 80 88 104 112 128 136 G 60 I 24 40 48 56 64 72 80 88 104 112 128 144 4� 66 1 24 40 48 64 72 80 88 1 104 112 128 144 _ 72 1 24 32 1 48 56 _ _ 64 _ 72 I 104 112 136 168 8 7 1 32 40 56 64 —1 80 88 96 112 128 144 168 200 �� 84 '. 40 60 80 1 100 120 130 i 140 170 1 190 220 250 300 W 90 ! 50 60 1 90 110 130 150 ! 160 190 1 230 260 300 340 =a 96 1 50 _ 70 _ 90 _150 170� 180__ 220 _ 260 _ 300 340 390 - F 102 1 50 80 100 130 7> 170 190 210 250 290 340 i 390 430 108 1 60 80 110 15U 190 210 1 230 270 320 380 430 480 N a7i F 114 1 60 90 120 1. 160 200 230 1 250 300 360 410 480 520 120 1 70 100 130 1 170 220 2 270 330 390 450 520 570 126 ! 70 1 100 140 I 240 260 1 290 350 420 490 570 610 U �° 132 1 70 110 150 200 250 280 1 310 380 450 530 610 660 Z > 138 ! 80 _ 120 160 260 290 320 390 460 540 630 680 144—1 80 120 166 270 300 330 400 480 560 640 700 cl 150 i 90 130 170 220 280 310 340 410 490 570 660 720 _ E 156 90 130 180 230 290 320 ! 350 430 Soo 590 670 740 w — E _ 162__I 9C _ 140 180 1 240 300 330 360 440 520 600 _ 690 ____ 770 168 100 140 190 250 310 340 I 380 450 530 610 710 790� 174 100 150 200 1 250 320 350 1 390 460 540 630 720 810 H LL 180 1 100 150 1 200 260 330 360 1 400 470 550 640 740 186 110 160 210 270 330 370 1 410 1 480 570 660 750 850 — w 192 110 160 1 220 280 340 1 380 1 420 490 590 670 840 1010 F- P m o 198 120 170 1 230 290 D-' o o n a z p -__ 204 120 180 _ 240 300 Q m V z D 210— ---130-- 180 1 250 310 3 216 140 190 1 260 330 N g 222 140 200 1 270 340 228 150 210 1 280 _ 350 Ty--PERPENDICULAR LOADS T=SCREEN TENSION < e 234 1 150 220 l 290 370 (EITHER DIRECTION) D_' 240 1 160 1 220 1 Soo 380 246 1 160 230 I 310 390 C 252 170 240 I 320 400 _ 258 1 180 250 330 420 —� r o C 64 2 180 260 I 340 430 ( �' d Tx=PARALLEL LOADS L N - 270 190 1 260 1 350 440 276 190 270 360_ 460 282 200 280 370 470 288 200 1 290 380 480 Z o e 294 210 1 300 390 490 f 8 300 220 300 1 400 510 8 he W 306 22o I 310 410 s2o LOADS ON EXISTING STRUCTURE 7 W o B 31 230 30 40 530 SIDE.SLIDE,GROMMET.&STRAP INSTALLATIONS o Z 318 230. 33D 4330 540 324 240 340 440 560 Z o W t 330 240 340 4$0 570 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMMET.AND p a 336 250 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE H t, s� _342 . 260 360 470 600 348 260 370 480 610 A 1 354 270 380 490 620 A 360 1 270 1 380 500 630 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY H TABLE 3 MINIMUM SEPERATION FROM GLASS(inches) ADD 1'FOR MIAMI-DADE HVHZ Span DESIGN PRESSURE(PSF) 30 40 1 50 60 70 1 75 8040 90 100 110 120 130 1• G\��o` 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 1 54 3.0 3.1 3.2 1 3.3 3.5 1 3.5 1 3.6 1 3.7 3.8 3.9 4.0 4.1 I IH mt" G 1 60 3.0 3.1 3.3 1 3.4 3.5 1 3.5 3.6 1 3.7 3.8 3.9 4.0 4.1 i a G 66 3.0 3.1 3.3 I 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.1 4.2 1 �� 72 3.0 3.1 3.3 3.4 3.5 3.6 3.6 3.7 3.9 9.0 4.4 4.8 1 1 78 3.4 1 3.6 3.9 4.1 4.3-j 4.4 4.5 I 4.7 4.9 5.1 5.3 6.0 I 84 1 3.9 1 4.2 4.5 4.7 5.0 1 5.2 5.3 1 5.6 5.9 6.2 6.5 7.1 1 90 1 4.3 4.7 __ 5.1 _ 5.4 -- 5.8 _j 6.0 6.2 6.6 7.0 7.4 7.7 8.2 ?: 96 4.7 5.2 9.7 _ 6.1 6.6 I 6.8 7.1 7.5 8.0 8,5 9.0 9.3 `='{ 102 5.1 5.7 6.3 6.8 7.4 1 7.7 7.9 8.5 9.1 9.6 10.2 10.5 1 W' F 108 1 5.6 1 6.2 6.9 7.5 8.1 8.5 8.8 9.4 10.1 10.7 11.4 11.6 e 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 _l ul 120 --�6.4 7.2 8.1 ---- 8.9 9.7 - 10.1 10.512.2 13.0 13.8 13.8 j 126 6.8 7.7 1 8.7 9.6 10.5 10.9 11.4 12.3 13.2 14.1 15.0 15.0 ' U ( 132 7.3 8.3 1 9.3 10.3 11.3 11.8 12.3 1 .13.3 1 14.3 15.3 16.3 1 16.1. I Z _._ 138 __ 7.7 8.7 J__ 12.2 __ 12.7__- 1%7 I __-14.7 _ 15.7_ _16.7__ 16.6 144 8.1 9.1 1 10.1 11.1 12.1 12.6 13.1 I 14.1 15.1 1 16.1 17.1 17.1 vj 150 8.5 9.5 1 10.5 1 11.5 12.5 13.0 13.5 14.5 I 15.5 16.5 17.5 17.7 LU E 156 I 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 i 9.3 10.3 11.3 12.3 1 13.3 13.8 14.3 15.3 16.3 17.3 18.3 18.7 ^w W E 168 i 9.7 10.7 1 11.7 1 12.7 F 13.7 14.2 1 14.7 15.71 16.7 17.7 18.7 19.3 174 I 10.1 j I1.1 12:1 1 13.1 14.1 14.6 15.1 16.1 17.1 18.1 19.1 19.8 1 $ _ 180 10.5 I 1 1.5 12.5 _ 13.5 I 14.5 15.0 15.5 16.5 17.5 18.5 19.5 __ 20.3 186 1 10.9 1 11.9 12.9 1 13.9 14.9 15.4 15.9 16.9 1 17.9 18.9 19.9 20.9 192 _ 11.3 1 12.3 13.3 1 14.3 15.3 15.8 1 16.3 1 17.3 1 18.3 19.3 1 2.2 24.9C)• 198 11.9 12.9 13.9 I 14.9 � Oa z p 204 12.5___. 13.5 - 14_6_ -_15.6 _ Q 210 13.1 14.1 15.2 16.3 : v 1 216 13.7 1 14.8 15.9 17.0 1 V) 222 14.3 1 15.4 16.5 17.6 228 14.9 16.0 17.2 1 18.3 1 < 1 234 15.5 16.7 17.8 19.0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS D' 240 16.1 - 17.3 18.5 19.7 OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT Q 246 16.7 17.9 19.1 20.4 ARE NOT WIND ZONE 4 OR ARE NOT WIND ZONE 4 OR F- O --- - GLAZING-' i N F i- 252 17.3 18.6 19.8 21.0 ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES DO C 258 17.9 19.2 20.5 21.7 NOT REQUIRE SEPARATION SCREEN NOT REQUIRE SEPARATION o C 1 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. w 1 270 19.1 20.5 21.8 23.1 ¢ R 5 W 1 276 19.8 21.1 22.4 23.8 o' z 282, 20.4 21.7 23.1 24.4 DEFLECTION MUST BE °° MEASURED AT PANEL DEFLECTION MUST BE c 3 g 294 1 21.6 23.3 23.4 25.1 c„m ! 294 I 21.6 23.0 24.4 25.8 MID-SPAN.SEE TABLE MEASURE.AT PANEL N 2 1 300 22.2 23.6 25.0 26.5 ABOVE FOR MINIMUM '-MID-SPAN.SEE TABLE d i W B 1 306 1 22.8 24.2 25.7 27.1 SEPARATION FROM GLAZING. ABOVE FOR MINIMUM U e m B SEPARATION FROM GLAZING. 312, 1 23.4 24.9 26.3 27.8 $ `o i 319 I 24.0 _ 25.5 27.0 28.5 SCREEN i 3 I 324 24.6 26.1 27.7 29.2 DEFLECTION DIAGRAM DEFLECTION DIAGRAM � _ „ 330 25.2 26.8 28.3 29.9 o o c 336 25.6 27.4 I 29.0 30.5 A 342 26.4 28.0 1 29.6 31.2 1 348 27.0 28.7 1 30.3 31.9 A 1 354 27.6 1 29.3 1 30.9 32.6 A 360 28.3 1 29.9 1 31.6 33.3 12 11 10 9 8 / 6 5 4 3 2 1 12 11 10 9 8 1 6 5 4 3 2 1 JEFFREY C.FR�1 P,E. S�&yjNlf qP FFIFI7j'i H 1' uo-cALUM.roealvElsRrr) 10CnJ •ff11I� G[AR PlA1E OR 6097q r�ALUMINUM MOOD BACK 7� MOTOR BRAROIIFORM.DtO`AlI1M.1\ 1111 / QPENIRY _ 'Glr c.�+ rUtul• # - T <. •<`. .\' RAIL GUIDE T,, T' 7�(v},��'� /}>y f JOB �/K �• GE�i rlS.l SIDE RAIL F'�T ' ��ix X �y Ta2'.I/B'ANGLEAlIACHED_ � nr Re•o.C.Mnx. / _ � / 'i�7J _. >> 'GEAR OR G x�yAj ; /�[ 'Y4Vl�l l IIIBULAR MOTOR 11 I INI I] G >rYYY y\ >,(YY I FB•O IT ALUM.POPRIVEIS ITYP) / 1 xIV CAP / L K n�„c ALUMINUM BOX COVER STYLES J� StEEL GR ALU'7.TUBE T t• �YSk }.X\.tom .\ as I7� FCI:UP$CRE511161,\LlA1KJNSGIE":.IS. i�\ >'Y•k 601—OR 70— v�!\� \r 1 IIFARING PLATE OR Li- < t\C v�h{ \�^/?• IDLLRSUPPORT �`STAIIDAPDD+' / •"I `�? �\ ,J(�' � Y ACLUS'A3.E PNOI fv/ UP TO TOO LBS SCREEN WEIGHT WITH: } Y ri ti CIO 1n-CASISIDEPLAIE +'j 3)5/I6-TAPCON OR - �x ---{�`\`y�j .' l e 10 S JM'iEKS iYP 3)I14•00'SALS �• s }YhY >rr v,• �:c�,�u>: rX,':( I) I I ) -� 1f Y � ```` ,C\�t? \ TOP ENTRY II11SS��__JJ" '��-ALUMwUM 11000 FRONT F 's y�,�!>�Y > "�C� V �\ RAII GUIDE ROIL FORM(1/7 AlUlA. `\"^/ SIDE NAIL. 1t1 ,A '!'9_. F Y, \\ X'?��/JC'}` `S•- �'1 lXt •} S-- SCREEN i 1 �T} {. y ?a• ?. v o- UP iO JSDLBSSCREEN WEIGHT WITH: U M UOnOM tlhP. )a)5/16-0 IAPCONS OR Z > Q e � f6)I/4-dxl`SFAS PIASIIC TRACK GUIDE N 3L0'MA%.SPAN WIDIII 1 LLI E ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL , SJS E O'INStA1LATION-H.TS. ROLUUPSCREENINSTALLAIION N.I.S. V) TYPICAL SINGLE 51'AN UP 10 N' UP TO 1W LEIS SCREEN WEIGHT WIM: /-f4)5/1670 TAPCONS OR H LL p y LL I4)1/4,0.1,SMS Q _ j \(t N 0 IV Q D MOUNTING BRACKET SHAPES Q R z D ROIL-UP SCREEN INSTALLATIONS-N.T.5. ALUM.MULLION ._WILD•M OR BUILD•OUI rEXSIINGSIRUCIURE O LYTx Y, .��i KX).h. 't' .� •7 LRJ o to f I \N Cam, ./G },,}2 n r Y\ ti . I N G ¢ } 'C I x-y y`?�, } •T S[E BPACIFI fA51DTEC5pgDULE 1MG�' SEE 9RACP-T FASIDiER SCHEDULE THS p >Q¢W r n Y. \ ✓ } +ERSU I.Er10.FASI NE,S u By` 1 '. �k. . �� --- _ B • SHEET fOi FASTE' EAND L�VAIIiRY SI- .E FII]OBAl1Ilf! 'X. %X U..3 MOUNTING BRACKET_ MOUNIING BRACKET MOUNTING BRACKET Z O W t 35U'MA%.SPAN WIDTH )SEE DETAIL THIS SHEET) [SEEDETAU THIS SHEETI [SEE DETAIL THIS SHEET) 3:: o ROLL-UP'SCREEN MULTIPLE UNIT-ELEVATION p N APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION.N.T.S, MOUNTING BRACKET INSTALLATION A ROLL-UP SCREEN•N.T.S. A 6 12 1I 1U 9 8 / 6 5 4 3 2 1 12 II IU Y 8 7 6 5 4 3 2 1 INSTALL INE APPROPRIATE ANCIIORS 1O INE GIVEN 1EFFREY C.FRIANT,P.E. SUWIRAIE Ll 24•O.C.ITY11.1.HEAD COX ANCHORS Tn2'a N0- INSTALL APPROPRIATE ANCHORS 11COSELF•IAPI'ING PPE .74TII11�l7rr ARE NOT REQUIRED FOR STRUCIURALSUPPORI OF, AS NEEDED TO PREVENT I IDUSING �SMS]'FROIAFACIIEND r (�CONTINUOUS r SYSIFMANDNIEREFORFDONOTFOILOW IHP..ANCIIOR S\ I ALUMINUM ANGLE I FROM SAGGING. ;TOPE BULDOUr11EADER� AN07a'O.C.IIYPI fABRICATTACIIFO RFk `�j` : H IABIE SCII[DULE. \ ' SIFF SHFEI 3 FOR MBE OPTIONS /• rMANUTACIURER'S 7(�I?`:-� F �.. g \ JiII S A 7"a7a1/8'CONIIN000$ SPECIFICATIONS. /- \'\`r, ALUMINUM ANGLE O.G(]974 E�_ • •. v6 �I+•x HO71iva J1'.l.SF.S * -_ SUITABLE SUBSTRATES +.\Y•.' INCLUDE CONCREM. /.• •.: •.' -I C ST Tg CONCRETE rILIED EMU. GROUT FITTED f110CK,-/ / '•'/ /•• R•DIALL THE T7 / •.� CV out FLU)1A.STEEL. / ' APPROPRATE ANCHORS 10111E HOLLOW BLOLK. / ..I \7j� 'Q L{�,��1G / / GIVEN SUUSIRAIE PER �/j / p[ y� G AND 1Y000. `/ `i// IIIE ANCHOR TABLES. la FABRIC AIIACIIFD YER //// / _ f / -MAN l HOUSING VARIES"IN /i;//fj• i �- I 1 �� eW SPECUICAilO1R5. ��j/ // !' DIAMETER.ROTTING MFCIUN5IA. S0g SUITABLE SUBSTRATES / ! ` MAYALSOBEIFDDEN INCLUDE CONCRETE. / /• 1 MOUNTED IN EAVEOR SOFFII - .�/%/J'//� J ) CONCRETE FILLED CMU.� /// ug� OUT FILLED OIOCY.. j/�/ m z aj HOLLOW atocr., oD, F /!/ // / nFu woaD. j j N u✓9 F HOUSING SIZE VARIES WITH ROLL `SIDE(RACK GUIOF LOCATION \ AASEIER.ROILING MEI-IIAN6M M A V A7 ALSO BE OR -SIDE IRACK(:U:DELOCATION MOUNTED BI EAVE OR SOFT It j' ,��RCU..UI•FABRIC OR5CREEN Z _SIDE RAIL AIIACIIED PLR NGz E /�'�//�• L]-aTa IFB-ALUM.(1YP)- �% J APPROPRIATE ANCHOR TABLE. w ROu- :3uPSCREEN C / w _ E / VERTICAL rx IVARYING ULP911 BUILD OUT r 1/4'0 SEIf-TAPPING �)� FAMENEDPERANCHORSCHEDULE.OFFSET V) W `Z _SIDE RAIL ATTACHED PER SMS 121 PER LEG(IYPI-'� ///C` `BUBDOUI ANCHOR LOCATIONS]'TO AVOW K O H LL SUIIABLFSUBSIRAIES /��r: !� APPROPRIAIE ANCHOR TABLE. STOPA BOfiOIA / v //// 57DE RAIL IO BE MOUNTED PER IIIE = in N g R:CIUDE CONCRETE PUBLISHED ANCHOR SCHEDULE. fONCRFTF fILLED CMLI. /// / �• O w m w = .GROUT FILLEDOLOCI:.�/�j' �i <3 AWIAINUNL 11111• / // !� -_ROLL-UP SCREEN BOTTOM BAR w IIOIlOw OIOCK r•- WITH OPTIONAL SEAL INSERT. AND WOOD. ` Z D SCREENUOIIOMUAR INSTALL IIIE APPROPRAIEANCIIORS IO IIIE / �•i'. C� .! N 0 N < BOTTOM CARSFAL I/0'THICK ALUM.ANGLESEI < RD CIVF.N SUBSiRA1E PER IHF ANCHOR TABLET. r' �� IOMIONALI G .p D y L I•: CONCRETE SHOWN.CHAIR SUITABLE SUBSTRATES / 1 THICK ALUM. V) / \1/a-O.SELF•IAPPING = y INCLUDE CONCRETE FRLEDCMU.GROUT FILLED BLOCK.J `BUILDgU15M1l.SEE SFAS,o 7CO.C.(IYPI C I'•': HOLLOW BLOCK.ALUMINUM.STEEL.AND WOOD. SHEET 8 FOR TUBE < Q +• ..�. •• OPTIONS. U �-I —� BUILD OU7 OPTION ,L ~ C U.750' �1POLL-UP SOLAPUBUG SCREEN �PO-LL-UP SOLARlBUG SCREEN / V) T. 1.883" w o d 1--• v Z u ] ]7a"BUILD-OUT SIDE RAIL WITH SNAP IN COVER C ~O z IDE RAIL TOP ENTRY GUIDE w/SCREVIS[PLASTIC) a A. r+.I.. SFCi�:+:vtry A ruS :t:IKx+vlErr �i�'m p Oa�O B 0.780'r_ SC %¢W ].2sD• ].asn- I•� Ir ass' � B.7ar U =S m B o i SIMS, 0.109' K~K O —I /, .� . Z o W t I A79' l U.2'_'/ 2.750" - I.WB' 7 2.175- � q Ou'a`d dr .107• / FIL',GD P-YICF 0.]A9- 110IA O,!AS.1115 HaFOwaFF aGCIU HON COVEt(O Ha RDSYARE CEaS CLOSED OPIIG'IAL FOB Ia NUaILt' A xTH V'n......ICr+Iivvl vnIH SIInPI COVERIIrPI OPERATEDS'iEl.\S' 1.3125- _ 0.]II(P A 5 SIDE RAIL WITH SNAP IN BUTTONS 8 SIDE RAIL WITH SNAP IN COVER 7 SLIDE TRACK 8 ROLL-UP BOTTOM BAR 9 BOTTOM BAR TRACK GUIDE PLASTIC) A rirA. fEClgvvkvi A Nll. SEC:ICrI\'L'rr A N.IS. SECII:n v¢•n A I'mIIClDN A rtiS SEC:U•+SnEw 12 1I IU Y 8 / 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 i SUITABLE SUBSTRATES INCLUDE JEFFREY C FBIg1ATI,P)E. SUITABLE SUBSTRATES INCLUDE SUITABLE SUBS1RalE51NCLUDE N E d 74 1l1,,� CONCRETE.GROUT FILLED BLOCK, CoNCRETE.GROUT FILLED BLOCK, CONCRETE GROUT FILLED BLOCK. CONCRETE FILLED .. CONCRETEFILLED CMU,ALUMINUM• SEE TABLES FOR APPROPRIATE CONCRETE FILLED CMU,ALUMINUM, .� HOLLOW DLO .STEEL AND WOOD. ANCHOR AND SPACINGS HOLLOW BLOCK.5IEEL AND WOOD. HOLLOW BLOCK,STEEL AND WOOD, •,+ H SEE TABLE R APPROPRIATE SEE TABLES FOR aPPRUPRIATE APPROVED 3M'BUILD-OUT SIDE SEE TABLES FOR APPROPRIATE :�`\` 9 RAT:PER DETAILS ON SHEET 7 ANCHOR AND SPACING A HOR AND SPACING ANCHOR AND SPACINGS J'yT 6097 APPR VED SIDE RAIL ` _\ , \ I APfRROL PER DEf 11UILOIO HEET 7_ APPROVED 3/<'BUILD•OUT SIDE ,i PET±D AILS ON SH-eEi 7�' RAILPER DETAILS ON SHEET 7 ` \\., / '.•��ra•a L,,mor;,n r.r,srAl : - LID F. D G .. — i NA G 5 t I cu CONCRETE. SUITABLE SUBSTRATES INCLUDE BLOCK. 1 LT L L CONCRetE.GROUT FILLED BLOCK. •- .• , CONCRETE FILLED CMU.ALUMINUM. ,• _ •• S' v---1�- tl HOLLOW BLOCK,STEEL AND WOOD. ', I - ! rt I Y`n COUEE NT-SECTION W LL MQSJNT-SECTJOLI L v UNT-SF C ON _ L�IIPCAIS!DE RAT:4:SinllAl1011ICrIN�1 rtl-11,15, L=J/Y3L'RPOUf SIDE RNL c:S;ALtn11D:+(OPI.C'I.I•fl.f,:, `3 31 SOLD OI11 SONDE r L 1141ALL1110I110PIID1141.UJI. �)—ALLMQUNT-SECTION. jA F S/B•7 ACCESS HOLE ITYP) L.'J1.Boauou+Sloe RAIuvSiABAIp01OrTpH a-n.t3 {/J (OFFSET FROM DRIL•FLEX)\ 1/4-14 DRIL-FLEX(TYPJ F 1 r .•� ISEE ANCHOR TABLES Z FOR SPACING) 114-I4 DRIL-FLEX(TYP) _ SEE ANCHOR TA WE 01910N5 (SEE ANCHOR TADLES _5EE TAR L S FOR APPROPRIATE APPROVED MULLION i m FOR APPROPRIATE-, FOR SPACING) ANCHO ANDSPACING 1 ANCHOR AND SPACING A J- LLJ E s.r a.i f Q' _ E • •I miF.anx2 P VTBttEVrm ri4 a'ir - .' 01'YrSA1_r6 roR Q LL 8 N •! wvrAwrrvAllOx � � o _ •. - •:I 3'i S'7'+3' „ iFi$frcE Of iwVii CP. _ SEE DRILL-FLEX(fYP) Z 3 W M A1:CLE OPi91,5 SY51EM �ISEE TABLES FOR _ u � a ��• % 7'x 3-x' SPACING) L'1 Z a G p SEE TABLES FOR APPROPRIATE ••� % ra 3-i` D 0 Z D ANCHOR AND SPACING '' •.•1 / _ Q D Ly • L D 5/B'45 ACCES 3 ----+� -� HOLE ITYPI `-SEE TABLES FOR APPROPRIATE ANCHOR AND SPACING �B6 100_U WOU�NT-SECTLQLJ ^BUILD-IN MOUNT-SECTI r�MULLION MOUNT-SECTION 5 �-/'S�DE i'AINSIA:LAiIO`1I0r11C1157.11..$. 40LL•D'SCVELN HS1AllAip1110PiICl14(-11.t.5. ` G c ECEP i0143)144.1 IY () I"x 2"x'I/W RETENTION ANGLE °C /— �r O IFULL LENGTH OF SCREEN OPTIONALI /B O C � REMOVABLE FASTENER _ I"x2xl/B• 7 ` C / ;v— - r RETENTION ANGLE ` ,11 , w i SIDE RAIL-_ w - _) SIDE RAIL-., p1111N14Lp�•• G i ) OZ SIDE RAIL " - REMOVABLE 1"x 1.117'x I/B"y' J UAW\11C.? d`¢'a W B •,. •• I FASTENER RETENTION ANGLE S "• \_ I"x 1-112"x 1/E'- •. ,., (=j z m 9 O I SIDE RAIL RFMOVABIF�! RETENTION ANGLE s p /� FASTENER REMOVABLE FASTENER-/ 30 (e�RETENTION ANGLE-DETAIL (11 RETENTION ANGLE-SECTION 1 a° ✓SIDE RAT:I�f1A[rAriON ICNpll ll•IJ.15. ��$'.7ERAIL P:StALiAIIJIIOPiIOil ll•II.fS. SIDERAIL 111SIAllAfp�(OPiptl ll-1:,1.5. STD:RAIL PISIAtLAiION Ic"ZL 1,5. NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE A SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. A 8 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 JEFF��ypAY Yul11 QT:lllllgY L2 SEE TABLES FOR APPROPRIATE ` /�ll�'��gy' g ANCHOR AND SPACING qq� LIC H SEE'GROMMET AND STRAP SYSTEMS 2.d SLIDE :I 4 V91,,H=, s FOR ALTERNATIVE ATTACHMENTS(TYP)— TRACK�� ,,'.,1: ••'• _/:J•./ / k. >< c :er C ,�• .�,' ' �j SLIDE TRACK g1hUUhUpU4¢ �u •frwlncr'�T.E:rp. Ovx- 1.0P:•r >� � � r'Y6n I�nl4l G C ??>y` �r )> �C j JC�>S L d6 / ✓ RETENLION ANGLE J /IEr I\ U��U\\__ '. G �• yJ •�. �� )C X I'z l•I/7z118-_J RETENTIONANGLE REMOVABLE -- —�/�\ X�, X �,) '• REMOVABLE FASTENERS FASTENER J 1+ram--• I I� .� `yll >, >'' n� ' (- RETENTION ANGLE-DETAIL OPTIONAL •)RETENTION ANGLE-SECTION(OPTIONAL I u W >• , "� :C X>F 1�'ti ` \ I.SVDEIPACI:INSi:IIn110N 10Pi101+11•II.TS. �.SUDCiRAC1:LRSiAIlAtlOtl�MU NOTE:THE RETENTION ANGLES ARE NOT F r �, >v ) v� J�hJ ✓ A\ REQUIRED WHERE THE SLIDE SCREEN TRACK, f X% >; x'x)r ` ENDS ARE AGAINST THE EXISTING STRUCTURE. V J hX \• !. ," /. .✓ SPRING PIN. lS-S: �xncS2X% /—SEE NOTE' �J =E SCREEN SIN CzLF PANEL-FI FVATI00N1 �— SLIDE TRACK Z i0Pa SDEDATTACHNFIr.VEA71CA901u0R:TOluloaUluTCH-1 1 J.S. ["-'\ ` co/ W SLIDE SCREEN SINGLE PANEL-EL NATION NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN '�.acnl^sIDED.uuerledn-vE�IlCnl oe.oclLoulAI+ISIAwulon•N.rs. THE SHORT DIMENSION BEWTEEN FASTENERS. {� J E • E I �� <� i _ g SLIDE TRACK,— 0 LL O' LL 7 w ~2 = `ADIUSSABLE RETENTION —�\ I _ —SPRNG PIN Z Y m d•6 iE PLUG.SEE NOTE' � Z B 3(NEOPRENE ADJUSTABLE PLUG WIT BRASS FITTING (-NSTAINLESS STEEL SPRING PIN 0 0 Z D �•-/SLOE(RAG:TISTAIIAIIGIIIOFFCIJ-•Il.1.S. `jIICFIRACY.RIitAl4.110:170P1�ON 31 ILr3, A N LL X' �,. .X ��`�� N SUITABLE SUBSTRATES INCLUDE S!B'+7 ACCESS HOLE P �<l •n Z D k5 � �' rCS` >.J��' CONCRETE GROUT FILLED BLOCK. fLE I < 3 o X,Y Y L RIL.ri FROt.1 ORILFIEXI W X ,{> y, } CONCRETE FILLED CIVIL.ALUMINUM. NOVICE ANY MECHANICAL OR POSITIVE LOCKING Ip.la DRII•FIEX ITYP) HOUO l BLOCK.STEEL.AND WOOD. DEVICE MAY 8E USED IN LIEU OF THE PLUG OR ` SPRING PIN SHOWN IN THIS DETAIL AT TOP OR ISf.0 ANCHOR TABLES C SEE TABLES FOR APPROPRIATE IOR SPACING( / L X> BOTTOM TO HOLD PLASTIC FABRIC INSIDE TRACK. u �V� •)C�' ANCHOR,SPACING.AND ) r � cy- EDGEDISTANCE t r O \ \ Ln C >'yX� y'• / 114•I4 DRIL-FLEX(TYP) I/B•OR I/d'WALL THICKNESS w C (SEE ANCHOR TABLES—, (SEE SLIDE TRACK MOUNT TABLES ON I'A 4" a ,yam j I FOR SPACINGI ''\ SHEET 9 FOP.THICKNESS( T=d" 7.3 "•Y. /. `i`,'rY`: •. ,.i .,' ) /r d'z S' 3-z 3' = a G i X )\<� i o goo NZ d 10 1 B U TUBE OPlgNS ', •Tg�7,•• u Z w SEE GROMMET 09 StRAP:Y$IEIl.S �N 3'z A'Tz3' •• .l1.111hH•My� _ ' .• o 0 B RE �OP'A::aCPIIFt.iF DEIaltS IIYT 19/ 5 .. • ' 4'.4'3".3' • 1� 1"•"' a "` ANGLE OPTIONS •' Z u: „5 0„2 F EASY SCREEN SINGLE PANEL-ELEVATION TYPICAL 3 LDFD ATIACM1nEll1.• In,SI YA 3. •SEE TABLES R.SPACING.A D .SEE TABLES TOR APPROPRIATE. Icl Y Iri inn'A N VERTICAL OR IIOPROIRa I nllnlKlN-rLIS. ANCHOR.SPACING.AND b �, EDGE DISTANCE' ANCHOR.SPACING TANcr. WALL MOUNT-SECTION COGC DBTANCC. ., q { 5 s 5/B'O ACCESS NOTE(ttP) /• q `-j rYFICnIAID:iRACKIH511dlA1gHIOPiKJ1111•ILLS V (7,BUILD-IN MOUNT-SECTION fI�DE rPACF.I`61A:Vdro11IOPiro,31-ILLS. (DI LPD-YOTM 'LON SECTIO CM INT 31 N 9 12 11 10 9 11 7 A 5 4 3 2 1 /u n m v o / 6 x ^ x z p R.EIAOVALLE FA -CIICR�ID fill ME TAT, IN xx r '`.` |__NX 1| � , E GROMMET SCREEN SINGLE PANEL-ELEVATION ` o "=��|�� o ;OR SFACIIGI xY c c o 4cr.in EPAWAMIASIENERINPI�u ='~~~~�~= ��°��- o to "'===�°�=�=°" 38r-6:'MAX SINGLE PANEL LENGTH ITYPI 38'-&'MAX SNGLE PANEL LENGTH(7YP) Z ac GROMMET SCREEN MULTIPLE PANEL-ELEVATION GROMMET SCREEN MULTIPLE PANEL-ELEVATION ^ _—_- EtTICAt OP _ -_-_ ~_~^~_.-~-~-...~~~MZ~_.-`~~,~ x [� 1 y� ' | /z n m , v / ^ 5 ^ x z / � � | | 12 11 10 .9 8 7 6 5 4 3 2 1 JEFFREY C.F I NTa fl•frJ AP OOIS �r4rrr. 6ni- H _ 0.37rr o373 o n .-� J �/ -,-�- -,- - _ C�r . - -i ai *�974 H 0.31T 0.666' OJ13' 0.650' oalr o lw' [I s• �)C•L 31r 0.i 8'1,67s' 7.00Y1.675, { I o.'e'r•�1_,1e1u jvpcTG�iu�Pr.IU•t.•D.•�!�•!: \�1.67 1.67 i`0.95J' �rrJlllly116111 0.09.r S I C' /yr^ xw Al50AVA0A01F xoor I x.oa0 ywLo w? 8uiLmou ^ nnoul ANGLED"I"'TRACK BUILD-OUT"F"TRACK STUDDED ANGLED TRACK REVERSE ANGLED_'F"TRACK. STANDARD"F"TRACK �7 F 6063.16 ALUINNUM•N.T.S. 6063•t6 ALUMNU/A•FI.tS. .w j 1 F 6063-I6 Al UINNUM-N.I.S. !O6)"I6 AIUM!NWA-N.IS. M1067•IA ALIIM'NUTA"N.IS. YIl �Cx, ;4X x,X ZIPPER KEYNOTES i — ' , ) X A. 13)ROWS STITCHING EACH SIDE ca0c Yy hK•L 1 OF ZIPPER 1THREAD:138 DENIER Ill — �KK x;. POLYESTER). E K�� y� Y k] j x B. ANY SPRING CLIP W/MINIMUM w _ E :[y�h RATING OF 50 LBS.W.L. F_ WWI ,}E'�� "y C. 2"WIDE SEAT BELT WEBBING WITH N w A xh�X, /.ti�l` LOOP. LL o _ X, X D. STRUCTURAL EDGE HEM.VARIES BY in PANEL.SEE SHEET 1. ]' E. 2'WIDE SEAT BELT WEBBING W/ w m Z = BOX STITCH. Z w P z J ; 6 O � N C} D Sj/ AI xS��x7� rK' C m LL z D / \ D N = > ''yX,,f� _u � �C l��.W� h� � X IX •L� I � C MOM' I. APRROVED FOR UP TO 60PSF MAXIMUM. a 2. MUST BE INSTALLED IN SPAN DIRECTION. 3. SHALL NOT PENETRATE HEMS. I G r o W u�oi 1 yoga i da�W B dim B �oCo i �a iz z l �os elf I 6.w AA&XI o A SLIDE TRACK SLOT DETAIL A Wal6 ALUMINUM"N.IS. 12 1 1 10 Y 8 / 6 5 4 3 2 1 12 II 10 Y B 7 6 S 4 3 2 f 1 JEFFREY .fPJLi7 3 BOX SCH CONFIGURAIION � F MAY CHANGE BUT MUST HAVE THE SAME OR GREATER H LINEAR INCHES OF STITCH. I.4 _ J•NON-$1RIICNRAI _� �,4 .CO FLAP GPR SEE GROMMET AND lTACHMSTRAP SYSTEMS —� R FLAP J-_ONALJr--._--_ ❑ FOR ALTERNATIVE ATTACHMEMS(TYP) � FLAN IOPIIONALI BUCY.LE i-. � .i��'a)T�\�•".\./`�X,J:v��y�,��j(,,�>I � ��• �•' Y�, �k� 'X� , �� }� !�>�� G. >.1,C!y K '�" Y ";t'hC +C) = /./�?✓r ,� X ( � ' 'i�}! \ 2E211II'I�II�L ` �i ✓� X .T:C�', � C yX.: `, X, Qj ADJUSTABLE_; ��',- I 'STRAP/BUCKLE x. r LFIXED �Ayv♦ y:� ySx •�yr)�;�j�y )^ �'`?^� >�,.s J. �x '" Loop. V t. <%• xy �� k I ADJUSTABLE STRAP/BUCKLE-DETAIL FIXED STRAP/LOOP-DEfAIL F K � ti� r)� 1 ti � ^ l t i (1— - fA ens F K, ?' K Y \)(vx�^ ');h• J IICNSIRUCtURALfUP(OI`itON4t1-N.TS. �t•O':i1CUCiUTtAl1UP(OV•ttOtlAll•11.:3. I �IJ �— yY��YC}��'k I/ >.�.J il-;�1✓'Y)�Y'�` '�\ �� QEf. } 'YY 'C % 'Y, XI (t X`• I S WRAPAROUND'�I 1--I I I'".' >:�iC ^l`f�%:(hi:5.):K-'.�,•iY) k i ��C- kr �S� •{ K/ )` y FIXED OR STRAP ITYP) ->Xy 11 3171AA%.SPAN IVID711 -ADNSIAULL .11]'MA%.SI•AN V/IDIFI ' w_ E slRnr pml ' } „j w E STRAP SCREEN SINGLE PANEL_ELEVATION_ STRAP SCREEN SINGLE PANEL-ELEVATION > FG L 17I)Kt 11 C41,IFlit 1[P.ICA1 Oa IJRlOtax,It Kip ll flp•!-rL1.5. ,YOF:tl]ED AIIACH.\IEhI-vFPll`.,I OR HORQOIIIAI'ISf,"WON-SCAIT W.'. YY� �� V) V NOTE:TCR I SIDED AITACNMENI THE SPAN IS IN EXISTING_ J O y LL y IIIESNORI DIMENSION BEwiEEN FASTENERS. COLUMN \ f� � 1 0 0 127m. �12 OVER]AP _ D V.R \-�•11Yv—. ---,: •,�',�j ,Y> Q N O ry Z D y x V X �(l x v r�•COLUMN MOUNT-DETAIL C _COIur,INSIRAa i11ACIVAf:i IOPIONAN-II.IS. C i C I � , o ¢s o 0 I��'Y'i�X � y t �3' 1�`Y' ( X y �• D� ,L„s„-"�m ----- — U o<=`o �— 3B'-6"ASAX SINGLE PANEL LENGTH ITYP] 1 I �— 3B'-6"MAXINGLE PANEL LENGTH(TYP{ Z O D r L UN1U111ED NON-SPAN LENGTH I UNLIMITED NONSPAN LENGTH 2O.310" I /-"• O S i STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION oars BENDLIHE— J 0.2Slr LAPPCD SCRCEII-VCRUCAI OR IIOaC011ir•L tISIALUiIOII•II.i,S. 0111CIIAL COLUMN A-7ACHMHIT•VERICAL OP HORCCIIIAL I•:SIALLAilON.11.1.$. A STRAP BRACKET � 1^ A 234 SIAMESS STEEL-IAI.S. 12 11 10 Y B % 6 5 4 3 2 1 12 11 IU 9 8 7 6 5 4 3 2 1 OPTIONAL RAP JEFFREY�„1-ANT�P1E�r (WHENREOUIRTE PER RI EjUOR f v%,�''.� GENERAL NOTE u7)'t` STRAP BRACKET WITH G ` E ' EXTERIOR FACE i `ADJUSTABLE (21 I/4.OR5/16"TAPCONILYPI `````f A••-•••4 H STRAP / (SEE FASTENER TABLES FOR'SPACINGI EXISTING STRUCTURE(iVPI t / N yYn / OPTIONAL FLAP SUITABLE SUBSTRATES INCLUDE _ 7q CONCRETE.GROUI FILLED BLOCK.-- REFER 10 FASTENER (WHEN REQUIRED PER COICRETE FILLED CMU:HOLLOW'BLCCK IAOI[S FOR LOOP SPACING —O'T030" GENERAL NOTE 07)1 ALUMNUM.STEEL AND WOOD. 6'rdAx a_ v+Pn nvrs•,nla^.�u:P.r.sT+L_ I, EXTERIOR FACE 1/4"MAX.GAP 3' ,!• O �..F NOTE:CAN BE ATTACHED 0'TO 30' �, G TO EXTERIOR OR i i p G INTERIOR FACE T •. 'C • FIXED CP.ADJUSTABLE STRAP-/ STRAP BRACKET WITH • �. (2)1/4.OR 5/1 r TAPC.ON ITYPI_ (SEE FASTENER TABLES FOR SPACING) "•.'/" -- ALTERNATE FIXED STRAP/LOOP DETAIL _OUTSIDE MOUNT-SECTION (' 1.1i'STRAr BRM1CK[1 IN,SUIIAIION IOPIION 11-N.IS: 111 ROWS SIUCHINGIA BOX STICH ENT FOR r N.IS.: F PLAN VIEWDEIAI -11NSIDE MOUNT-SECTION F $TRAP BRACKET RLSIALIAIION(ONION 21 N.T.S. '✓- OPTIONAL FLAP PLAN VIEW DETAIL (WHEN REQUIRED PER_ I CI' 37'EARTH ANCHOR GENERAL NOTE 471 t FIXED OR U `4 1 W/WELDED Ca.r HEYE—�, —4-DIA.x6-SCH.40PVC(TYP) EXTERIOR FACE-T ' r ADJUSTABLE THREADED INSERT I14 CONC.OR FILLED CMU 3 4'MELIX O Z 1 1 STRAP / [SEE FASTENERAG EYE BOLT IN Q TABLES FOR SPACINGI O = OPTIONAL FLAP —III EI I I—III I I —III 11 v7 0`TO 30" (WHEN REQUIRED PER-L 1 1 1—III_ JEEd 11—I I I—I I I 1=1 I I w ram" E I /, GENERAL NOTE 171� I I I-1 I I—I 11 I—i I I—I I D-' E / EXTERIOR FACE I R I I I—III—III=1 I I 11—I 11/ 1/4 MAX.GAP • III—III—III' I—III=1I o „ �_ I I=1I I- I I—I I I-1 I f-1 I -I I I=1 I I p o w _ af rENN N _i l - 1o.ar Z " } 8 W > it 017930 I : .L� I I I M I M111 I-111-11 _ W m Z + I1_I I I I I—]11=I I El I E I I I=I I I w f w NOTE:CAN BE ATTACHED •• I— _ _ ; sr z TO EXTERIOR OR .•''1 FIXED OR ADJUSTABLE SIR •• •� I El II' II. I I I1 11111 111111 1111I 111111 I O O N a Z D INTERIOR FACE • '• HATCHING THREADED INSERT IN CONC.OR FILLED CMU •• •, i I I—_ III III 111 —111-1 1 < IN Z D LAG EYE BOLT IN WOOD(IYP) • (SEE FASTENER UBLES FOR SPACING) •/�— I!.III-1T—J I 1-1 I 1=1._ I•I-!_�!-h � T �INSIDEMOUNT-SECTION (o EARTHANCHORDETAIL Q ,—,,.OUTSIDE MOUNT-SECTION 'JEYEBOLTMIALLAt1014IOP11ON41-N.I.S. EARtNANC110RINSUIIAIION NJS. U `-/EYE BCI I NSTAIIAIION(OPTION 3)-H.I.S. PLAN VIEW DETAII SOIL CLASS 4A MEDIIM DENSE SAND--___- PLAN VIEW DETAIL O_ 0 POURED CONCRETE HOLLOW LOCK I WOOD CONCRETE FILLED& En GROUT FILLED CELLS HOOW B C _ MIN.3 KSI (MIN S.G.2.551 REINFORCED CELLS C ANCHOR MIN.EDGE I MIN.EMB. MIN.EDGE MIN,EMB.j MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN,EMB. 14"TAPCON 3" 1-3/4 3" 1-3 4' 1 a, i 1-1/4" 3 4" 1.3 4" NIA NIA z l 4"DROP IN 3-1/2" I 1' 1` I N/A I N/A NIA NIA NIA N/A I p = 12 w 3 8"DROP IN 4' 1-9 16" 4" 1-9 16' I N A N A N/A N A NIA N/A c1. ?p o 12'DROP IN 6' Z' 7` T I N/A I N A N/A N/A 6" 5.2S' j a 3 0 1 4•CRETE-FLEX 2.1 Z' Z' T 2' I 2•I 1.1/4' NIA N A 6' 5.25' o-a 5116'Ullracon 13515 psi) 1 3" 1 T 2-1/2" 2-I/4' I 3.1/6' I 1-114" 3/4" T 6" 5.25E p ¢ o 3 B'LD7 3" 2-1 2" 3" I-I T N A i N A N A N h 6" 5.25' 14 _ /S B I 3 B'EPDXY ANCHORS' 4" 3.3 B" 4" 33 4" 12' •3 4' N A N A 6" 5.25" () 3 z B I 3/B"HOLLOW SET 4.1 Z' I-1 T N A N/A 4" I 1-1 4' N/A N A N N A o G o 3/6"Combo Anchor ILAGI I N/A I .N A N A NIA NIA I N/A 3/4" 2•I T NIA NIA I I Z'Combo AnChol LAG' N A N A N/A N/A I N/A NIA 3 4" 2•1 2' N/A NIA -- n 3 z 1 4"PANELMAIE INSERTS 3-1 Z' I 1-3 4"' 3-I 2' I•I Z' 3•I 2'' 1 T•1/4" 3 4" 1-3 4" NIA N/A O W s 1 4"PANELMATE FEMALE 2-1 Z' 1-3 4" 2-I 2' I•I B' 2•I Z' i I-1 8' 3 4" 2" NIA NIA Z LL: I/4"PANEIMATE MALE _I Zi[7—__1.3/4' _. -2.1/7__ I-IL8_'.-- 2.1 L7_I�-1L .._ J(4,1_ 2= NA _ N[A �i oL�'�' I t"PAN'cLMATE WAS 2.1 T I.3 4"_ 2.1 T I-1 6' 2-1/2- I-1 0' 9 4" 2" NIA N A rn G x N 1 1/8"Alum 1/4"Aluminum I 16GASleel I WOOD A i (MIN S.G.2.55) 'Allowable EPDXY blonds 6 TyPm q ANCHOR -MIN,EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE I MIN.EMB. MIN.EDGE MIN.EMB: II Powers 1303 /1 1/4"SAMMY 1 2' 31Neads 2' 3lhreads 7' 3lhreads 3/4' 1-3/a" 2)IN/RedHeod A7 `(f 1/4`IEKS 2' 3lhreads 2' 3lhreads 1 2' 3lhreads 12 11 10 9 8 / 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 JEFFREY � ` EJ"h CONCRETE TABLES p6�7 ;.... Drop In 3/8'Drop In - rop In H ��4H * i SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE 1_*'' (J/��J SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) = t - j UP TO ANCHOR SPACING INCHES U(1^� ANCHOR SPACING INCHES UP TO ANCHOR SPACING(INCHES) �'"'°O (in) 24 20 16 1 12 10 18 T 16 1 14 12 1 10 12 10 8 6 I 4 u A D Rk�:'�V��,' ! 48 130 130- 130'1 130 130 48 130 130 130 130 130 48 130 130 130 130 1 130 i' 54 130 130 130 1 130 130 54 130 130 130 130 130 54 130 130 130 130 1 130 ISS QNW�F _,..60 .__I.30 _130 130. 130 _130 60 130 130 130 130 130 60 130 130 130 130 ! 130 G 66 13'0 130 1130 130. 130 ! 66 130 130 130 130. 130 66 130 130 130 130 1 130 a. G 1 — ---—-..—_ 72 130 T30 130 130 130 72 130 130 130 130 130 72 130 130 1 130 130 1 130 5 I 78 130 130 1130 130 1 130 i 78 130 130 130 130 130 78 120 130 1 130 130 1 330 `mu) og 84 130 1 130 130 130 1 130 84 130 1 130 130 1130 130 84 Ill 130 1 130 130 i 130 = 90 130 130 130 130! 130 90 130 130 130 130 130 90 104 125 130 130! 130 i 96 130 130 130' 130 1130 I 1111, 6 130 130 130 130 130 96 98 117 130 130 i 130102 130 130 130 130 1130 2 124 130130 130 130 102 92 . 110 130 130 ! 130 108 130 130 130 130 130 8 117130 130 130 130 108 87 104 130 130 1 130F 114 1261130' 130 130 130 4 111 125 130 f I30 130 114 82 99 123 130 1 130 °� F 720 120 130 130 130 130 120 105 119 130 1 130 130 120 78 94 117 130! 130 126 1 1 14 1 130 130 130 1130 , 126 1 100 113 1.29 1 130 1 130 126 74 89 1 1 1 130 1 130 132 1 109 130 130 1 130 1 130 1 132 1 96 108 123 '130! 130 132 71 85 106 130 1 130 U 138 104 125 1 150 1 13 11 130 1 138 1 92 103 118 1 130 1 130 138 68 81 102 130 1 130 1 Z_ 144 1 100 120 1 1301 13�0 ! 144 68 99 113 1 130 1 130 144 65 78 98 130! 130 150_ 96__115 1 130 1 130 j 130 1 150 1 84 95 ' 108 1 126 1 130 150 62 75 94 125 1130 W N 156' 92 1 7 11 1-.130 L 1._130 30-j 156 81 91 104 122,1 130 156 60 72 90 120 1 130 E 162 89 107 ! 130 130 1 130 I 1 0-1-78F 88 100 117 1 130 162 58 69 87 116 T 130 J E i 168 1 86 103 1 129 130 1 130 I 168 75 85 97 113 1130 168 56 67 84 I I1 ! 130 N w W 1 174 1 83 99 1 124 130 1130 174 1 73 82 93 109 i 130 174 54 65 . 81 108 l30 y LL 8 N 180 . 80 96 ! 120 130 1 130 j 180 70 79 90 105 ! 130 180 52 62 78 104ce 130 0 0 186 0 77 1 93 1 116 13 130 186 68 76 87 102 1 130 186 50 60 175 101 130 Z i °o > 192 f 60 1 60 1 60 60 1 60 192 60 74 1 60 60 1 60 192 49 59 60 60 60 z 198 60 60 11 60 __60_1''60_ .198 60 72 j. 60 _60 1 60 198 47 57_ 60 60 ll 60 w a Q N a 204 1 60 1 60 60 60 1 60 204 60 70 160 60 60 204 46 55 60 00_I 60 D 210 60 60 1 60 60 60 210 60 68 1 60 60 1 60 210 45 53 60 60 60 Q m LL z D 216 60 1 60 1 60 60 1 60 216 59 66 60 60 1 60 216 43 52 60 60 1 60 222 60 ! 60 1 60 60 60 222 57 64 60 60 1 60 1 222 42 51 60_ 60 1 60 228 60 1 60.1 60 160 60 228 55 62 60 60 1 60 228 41 49 60 60. 1 60 Q 234 60 160 1 60 60 60 234 54 61 1f 60 60 234 40 48 60 60 60 240 60 1 60 1 60 1 60 60 240 53 59 1 60 160 240 39 47 59 60 60 0246 59 1 60 1 60 1 60 60 246 51 58 60 160 246 38 46 57 60 60 252 57 1 60 1 60 1 60 60 252 50 56 1 60 60 1 60 252 37 45 56 60 60 C 258 56 160 60 160 60 258 49 55 160 60 60 258 36 44 54 60 60 C 264 55 1 60 160 60 60 264 48 54 60 60 1 60 264 35 43 53 60 1 60 LJ r W 270 53 1 60 ! 60 1 60 60 270 47 53 1 60 60 60 270 1 35 42 52 60 1 60 ¢ a o w I 276 52 1 60 160 60 60 276 46 52 59 60 160 276 34 ' 41 51 60 1 60 - 282 51 1 60 ! 60 60 60 282 45 50 58 !660 160 282 133 40 50 60 60 c 3 z a 288 50 1 60 1 60 j 60 66 288 44 49 1 56 1 60 288 133 39 49 60 60 z= 8 294 149 1 59 160 60 60 294 43 48 65 _I 60_ 294 32 38 48 60 60 0 8 300 1 48 1 58 1 60 60 60 300 42 47 54 1 60 300 31 37 47 160 1 60 x x 3 a B 306 1 47 56 60 60 60 306 41 46 53 1 60 306 31 37 46 60 60 U =g z 312 46 1 55 60 60 60 312 41 1 46 1 52 60 1 60 312 30 36 45 60 60 W„ s 318 45 54 _ 60 60 60 318 40 45 151 60 1 60 318 29 35 44 59 60 �F a g 324 44 53 60 60 160' 324_ 39 144 50 59 60 324 29 35 43 58 60 Z ii .f R `- _330 _44 52 60 60 1 60 330 38 1 43 49 57 1 60 330 28 34 43 1 57 60 0 0 g 336 43 51 60 60 160. 336 38_ 42 148 56 60 336 33 42 56 60 0 "' W 342 42 51 60 60 60. _342 37 42 48 _55_1._60 342 - 33 41 55 1 60 A 348' 41 50 60 60 60 348 36 41 47 54 1 60 342 32 40 b4 1 60 q 354 41 49 60 60 60 354 36 40 1 46 54 1 60 354 32 40 53 60 360 40 48 60 60 60 360 35 40 45 53 1 60 360 31 39 52 6014 12 1 1 10 9 8 / 6 S 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 JEFFREQp �RI F,(PirI'+� -: CONCRETE TABLES �- H 3 THR A OD& / L• � ��4HEpoxy- 3 8"LDT ANCHOR 78'�-10-LOW 51:'��+m son 1 i��:// �+ SCREEN POURED CONCRETE SCREEN POURED CONCRETE&GROUT FILLED SCREEN POURED CONCRETE SPANS. (MIN 3000 PSI) ; SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) UP TO vs a0 SiALI.rOF UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) 0 h Ila. (in) 18 16 14 12 10 ( ) 6 24 1 22 1 20 1 18 12 18 16 14 12 10 48 130 130 1 _ 130 II 130 Als'F� 48 1301 130 1 130 130 130 54 130( 30130 130 130 r 130 48 I 130 130 130 1 130 1 130 Srrrfiti"` 54 130 130 1 130 1 130 130 54 1130 130 130 130 130 R G 60 1130 130 ! 130 130 130 60 130 130 1130 130 130 60 130 130 I 130 130 130 G 66 130 130 i 130 130 130 66 130 130 1 130 130 130 72 130 1 130 1 130 1301 130 66 �: 130 130 130 130 130 Z 8 i. 72 1130 130 I 130 130 1130 1 78 130 1130 1130 130 130 72 I 130 130 130 130 130 e 78 1 130 130 1 130 130 130 ! 84 130 130 130 130 130 78 1 130 130 130 130 130 a' 84 130 130 130 130 1 130 84 130 130 130 130 130 I 90 130 130 130 130 130 90 130 130 130 130 F130 90 96 130 0 130 124 130 130 _130 130 13 96 125 130 130 130 130 130 130 i 102 125 130 .130 130 130 96 1 117 130 130 130 1 130 F 102 118 1128 130 1130 I1 130 108 1 19 130 130 130 130 102 1 110 124 130 130 130 ; F 1108-.-.Ill 121 130 T 130 I'150Q 108 104 1 17 130 130 130 u, 114 1 7 120 1130 130 130 114 98 111 126 130 130 120 107 120 130 130 130 120 100 109 120'I 130 1 130 120 93 105 120 130 130 126 95 104 114 1 127 130 126 102 114 130 1130 130 — U 132 97 109 1125 130 130 126 I 89 100 114 130 J 130 132 191 99 109 1 121 130 138 93 104 119 130 130 132 85 95 109 127 130 1 _Z 138 ! 87 95 104 1 116 130 ---_————'— 138 1 81 1 91 104 122 130 144 183 91 100 111 130 144 89 100 114 130 130 144 1 78 88 100 117 130 N — _ 150__ 80 87 _96_ 111 130 150 185 96 110 128 130 W 150 I 75 84 96 112 130 E jj 156 82 92 105 123 130 E 756 77 84 192 103 130 156 _72 I 81_ 92 108 _ 129 162 79 89 102 119 130 162 ) 69 78 89 104 124 ~ 162 74 81 89 99 130 N 1 168 71 7B 1 86 95 130 174 1 76 86 98 1 110 130 168 67 175 86 100 120 1 174 74 53 95 1110 130 174 64 72 83 97 116 ^ $ 174 69 i 75 183 92 130 0 _ 180 71 80 91 107 128 w 180 67 f 73 80 89 130 �--— 180 I 62 70 80 93 112 Z } � 186 69 77 88 1 103 124 186 60 68 77 90 108 — 2 186 65 170 77 86 129 192 60 60 60 60 60 a m zo 192 _60 60 60 60 60 198 60 60 -6-5-760 60 192 57 60 60 60 60 19B 60 60 60 60 60 198 57 60 60 60 60 D 204 60 60 60 60 60 z D 204 59_ 60 60 60 60 210 55 60 60 60 60 210 57 60 60 60 60 216 60 60 60 1 60 60 V) 3 210 53 60 60 60 60 � 216 56 60 60 60 60 216 59 60 60 60 60 N 216 52_ 58._ 60 60 60 = 222 58 60 60 1 60 60 222 50 57 60 60 60 222 54 59 60 60 60 228 56 60 60 1 60 60 228 53 57 60 60 60 228 49 55 60 60 60 I I tY 234 55 60 60 60 60 1 234 48 54 60 60 60 I 234 1 51 56 1 60 1 60 1 60 240 53 60 60 160 60 i 0 o _240 50 55 _60__60 60 246 52 59 60 60 60 1 240' 47 53 60 60 60 H D; 246 60 60 246 46 51 59 60 60 C 246 ( 49 53 59 60 1 60 252 51 57 C 252 1 48 52 57 60 1 60 258 50 56 60 60 1 60 252 44 50 57 60 60 258 1 47 51 56 1 60 1 60 258 43 49 56 60 I 60 264 145 SD 55 160 160 264 48 55 60 60 160 ¢ g o W 264 42 48 55 60 60 270 1 47 53 60 1 60 60 I 270 41 47 I 53 60 1 60 I 0 = o z 270 44 148 53 59 160 276 46 52 60 60 1 60 276 41 46 1 52 60 1 60 276 43 ! 47 1 52 58 60 =3 o a 282 43 146 151 57 60 282 45 51 58 60 160 282 40 45 I 51 60 60 z N e 288 1 44 SO 57 60 1 60 288 39 44 1 50 58 60 - } 28B 42 1 45 1 50 1 56 60 294 44 49 56 60 60 294 38 43 ! 49 57 60 i o g 294 41 I _45 49 54 60 300 43 48 55 60 1 60 300 37 42 1 48 56 60 U 8 300 .40 1 44 1 48 1 53 60 W 306 39 43 47 52 60 306 42 47 54 60 1 60 306 37 41 1 47 55 60 c C z 312 38 142 46 51 60 312 41 46 53 60 1 60 312 36 1 40—T 46 54 60 0 318 40 45 52 60 1 60 318 35 40 45 53 60 Z o 2 318 38 41 45 50 60 324 40 44 51 59 60 324 35 39 ! 44_ 52 _ 60 o 324 37 40 44 49 60 330 39 44 50 S 60 330 34 1 36 1 44 51 60 vi „vi W 330 36 40 44 336 38 43 49 57 1 60 336 33 1 3B I 43 50 60 _336 36 39 43 342 37 42 48 56 1 60 342 33 37 42 49 59 A 342 35 38 42 348 37 41 47 55 60 346 32 36 41 46 58 A 348 1 34 38 41 464606p � 354 36 41 46 54 60 354 32 36 41 47 57 354 1 34 37 41 45 360 36 40 46 53 60 360 31 35 40 47 56 360 33 36 40 44 60 12 11 10 9 8 1 6 5 4 3 2 1 12 11 IU Y 8 % 6 S 4 8 Z JEFFREYC„FkV'LI(H rrr rrr CONCRETE TABLES e AdM... ... H SCREEN 1/ PANELMATE POURED CONCRETE (SCREEN I POURED ED CONCRETE/4"PANELMATE LE SCREEN 1 POUR D CONCRETE14!PANELMATE 1 O/ / �974 r SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI( U(iTO!ANCHOR SPACING INCHES U(iTO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES (in) 18 1 15 i 12 10 1 8 (in) 118 16 114 12 1 10 1 (in) 18 16 14 112 1 10 ��p - : D I 48 ! 130 1130 1130 130 1 130_ I 48 1130 130 1130 130 1130 1 48 130 130 130 1 1301 130 ��• •••a GIN `�� 1 54 130 1 130 1 130 1 54 1 130 130 1 130 130 1 130 1 54 130 130 130 1 130 1 130 „� 04 ,. I 60 1301 130I 130 130 1 130 1 60 130 130 130 130 1 0303 60 130 130 130 130 130 G 66 130 130 130 1 130 130 f 66 130 130 130 130 1 130 ' 66 130 130 130 130 130 "' G 72 130 130 130 130 130 72 121 130 130 130 130 1 72 130 130 130 130 1301 78 120 1 130 1 130 130 130 1 78 1 112 126 130 130 130 1 78 126 130 130 130 130 r� 84 Ill 1 130 130 1 130 130 84 104 117 1301 130 130 84 117 _ 130 130 130 V/ _.._90__._._104 ! 125 1130 I_130 130 I 90 97 _109 124 130 130 ' 90 109 123 130 130 130 �y ;; _96_ _98_1 117 1 130 _130 _130 196 91 102 117 130 130 96 103 115 130 130 130 ?=n 102 92 1 1I0 130 130 130 1 102 85 96 110 128 130 102 96 109 124 130 130 t ,S, 108 87 1 .104 1 130 130 130 O1 8 81 91 104 121 130 108 91 103 117 130 130 H F 114 82 99 1 123 130 130 114 76 86 98 115 130 114 86 97 111 129 130 F 120 78 194 117 130 130 120-7n3 82 93 109 130 120 82 92 105 123 130 1 126 1 74 89 111 130 130 126 69 l 78 89 104 124 126 78 B8 100 117 130 U 132 '�71 85 106 128 1 130 ( 132 66 74 85 99 119 132 75 84 96 112 130 = I_138 68 81 102 122 130 138 _ 63_.I 71 81 95 114 138 71 80 92 107 128 Z_ > 144 1 65 78 98 117 130 144 60 1 68 78 91 109 144 68 77 81 103 123 I 150 62 75 94 112 1130 150 58 1 65 75 87 104 150 66 74 84 98 118 W 156 60 72 90 108 130 '56 56 163 72 1 84 100 156 63 71 81 95 114 E 162 58 69 87 1 104 1 130 162 54 1 60 69 81 97 162 61 68 78 91 109 w J E 168 56 67 84 100 125 f 168 52 58 67 78 93 168 59 66 75 88 105 w 174 54 65 81 97 121 1 174 50 1 56 64 1 75 90 1 174 57 64 73 85 102 1 _180__52 62 78_j 94 117 180 _48 54 62 73 87 180 55 62 70 82 98 o 186 1 50 1 60 75 191 113 186 47 53 60 70 84 186 53 60 68 79 95 Z 3 i a 192 1 49 1 59 160 1 60 60 192 45 51 58 60 60 192 51 58 60 60 60 198 1 47 57 1 60 1 60 60 198 44 49 57 1 60 1 60 198 50 1 56 60 60 60 9 0 a z D 204 1 46 155 1 60 1 60 60 204 43 48 55 60 60 204 48 1 54 60 60 60 Q m z D 210 1 45 . 53 1 60 _60 60 210 41 47 53 60 60 210 47_ 53 60 60 60 ; 3 216 1 43 52 60 60 60 216 40 1 45 52 1 60 60 216 46 51 59 60 60 19 222 1 42 51 ___60 60 60_ 222 _ 39_ 44 _SO _59 60 222 44 50 57 60 60 C� 228 41 49 60 60 60 228 38 1 43 49 57 60 228 43 149 55 60 1 60 1 < 234 140 48 60 60 60 234 37 42 48 56 60 234 42 47 54 60 60 240 39 47 59 60 60 240 36 41 47 54 60 240 1 41 46 53 60 60 246 38 46 57 60 60 246 35 40 45 53160- 246 1 40 45 51 60 60 O o C 252 37 45 56 60 60 1 252 35 39 44 52 60 252 39 44 50 59 60 ti C 258 36 44 54 60 60 258 34 38 43 51 1 60 2b8 1_38 43 49 57 60 0 264 35 43 53 60 60 1 264 33 1 37 42 49 1 59 1 264 T 37 42 48 56_ 60 Lu o s s 270 35 42 52 60 60 270 32 136 41 48 58__l 270 36 41 47 55 60 ¢ Q S 2 w 276 _ 34 41 51 60 60 276 32 1 35 41 47 57 276 36 40 46 53 60 1 0I of a u o 282 33 40 50 60 60 282 31 1 35 40 46 56 1 282 35 39 45 52 60 3 g 288 33 39 49 59 60 288 30 1 34 39 45 1 54 1 288 34 38 44 151 60 z g 294 32 1 38 48 57 60 294 30 l 33 38 44 1 53 294 33 38 43 150 60 8 300 31 37 47 56 1 60 300 29 133 37 44 52 1 300 33 37 42 49 59 = 6 6 W B _306 _31_._37_.„46 55 I 60 306 28 32 37 43 51 1 306 _ 32 36_ 41 48 58 U o 5 312___30 36 145 1 54 60 312 28 31 36 42 1 50 312 32 35 41 47 57 y a 3 918 1 29 35 44 1 53 60 318 31 35 41 49 318 31 35 40 46 56 o 324 29 35 1 43 1 52 60 324 30 35 40 48 324 30 34 39 46 55 Z LL - 330 1 28 34 1 43 1 51 60 330 1 30 34 --467-47-1, 330 30 34 38 45 54 o S g 336 33.1 42 50 60 336 29 33 39 147 i1 336 29 33 38 44 53 "' W 342 33 41 49 60 1 342 - 29 33 38 46 342 29 32 37 43 52 A 348 32 40 48 60 r 348 28 132 38 1 45 348 28 32 36 42 51 A 354 32 40 48 59 1 354 I - 32 37 1 44 ! 354 _ - 31 36 42 50_ / 360 31 39 47 59 360 1 - 1 31 36 1 44 1 360 31 35 Al 49 vh 12 11 10 9 8 / 6 5 4 3 2 1 12 11 lU 8 7 6 5 4 3 2 I `0 1EFFR P€�a q�NfuR/5prprr CONCRETE TABL �F :fFR,q , H 5/16"ULTRAC 1/4"TAPCON 1/4"CRETE-FLEX / 19%r'{o: SCREEN POURED CO CRETE SCREEN POURED CONCRETE ISCREEN POURED CONCRETE ti0y74 SPANS (MIN 375 PSI) SPANS (MIN 3KSI) I SPANS (MIN 3350 PSI) * - UP TO UP TO UP TO ANCHOR S CING INCHES (in) ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) 18 1 1 14 12 1 10 12 10 8 6 4 (in) 18 1 16 1 14 1 12 10 of. 48 130 0 130 130 130 I 48 130 130 1130 1130 130 48 130 130 130 130 130 �0 tb Py..•'��•` 54 130 130 130 1 1 54 130 130 130 1 130 130 54 130 130 130 1 130 130 'Jiy 60 3 130 130 130 30 _ 60 130 13D 130 130 130 60 130 130 130 130 130 1 �'rn r,pi�u y°� G 66 _ 130 1 130 130 1 130 66 130 130 130 130 130 1 66 130 130 130 130 130 G 72 130 130 130 . 130 130 72 130 130 130 1130 130 I 72 130 130 130 130 130 78 130 130 1 130 1 78 123 130 130 1130 130 78 123 130 130 130 130W, 84 130 130 130 130 0 84 114 130 130 1130 130 84 114 I 90 130 1 130 13 130 90 107 1128 130 i 130 130 90 107 12 130 1130 96 30 130 0 130 96 100 120 130 130 130 96 100 11 130 130102 I 3 130 1 130 130 102 194 113 130 130 130 102 74 10 130131081 13030 130 130 108 89 f107130130 130 108 89 10 130 130F 114 117 1 130 130 130 114 84 1101 126 130 130 114 84 95 126 130720 25 130 130 130 120 80 96 120 130 13D 120 80 90 120 130126 0 119 1 130 130 130 126 176 1 91 114 130 130 126 76 8 114 130132 1 114 130 130 130 132 73 87 109 130 130 132 73 82 109 130138 97 109 124 130 130 138 70 83 104 130 130 1 138 70 78 104 125144 93 104 119 130 130 144 67 K 100 130 130 144 1 67 75 100 120 150 89 100 115 l3Q 130 150 64 77 96 128 130 150 1 64 72 96 115 N - 156 86 96 I10 128 130 156 62 74 92 123 130 156 62 69 92 111wE 162 82 93 106 124 130 162 59 71 89 119 130 162 59 67 89 107 w E 168 80 89 162 119 1 130 168 57 69 86 114 130 168 57 64 86 103 � w174 77 86 99 115 130 174 55 66 83 110 130 174 55 62 83 99 8 1 180 74 84 95 1 Ill 130 180 53 64 80 107 130 180 53 60 69 80 96 LJ o c 186 1 72 81 92 1 108 1 13D: 186 52 62 1 77 103 130 186 52 58 66 77 93 Z 3 > o 192 1_ 60 6D 60 60 60 192 _ 50 60 60 60 60 192 50 56 60 60 60 -(--- — _198 60 60 _60 1 60 _ 60 198 48 58 60 60 60 198 48 55 60 60 60 0 N < z D .204 60 60 60 160 60 204 47 56 60 60 60 204 47 53 60 60 60 Q w — Z D <210 60 60 60 60 60 210 46 55 60 60 60 210 46 51 59 60 60 .e 3 216 60 60 60 60 60 216 44 52 60 60 60 216 44 50 57 60 60 :E 222 60 60 60 60 60 222 43 52 60 60 60 222 43 49 56 60 60 228 59 60 60 60 60 228 42 51 60 160 1 60 1 228K36 47 54 60 60 234 57 60 60 60 60 _234 41 49 60 60_ 60 234 46 53 60 60 0' 240 56 60 60 60 60 240 40 48 60 60 60 240 45 51 60 60 Q o 246 54 60 60 60 60 246 39 47 59 60 60 246 44 50 59 60 N C 252 53 60 60 60 60 252 38 46 57 160 60 252 43 49 57 60 C 258 52 58 60 60 60 258 37 45 56 60 60 258 42 48 56 60 a 264 51 57 1 60 60 60 264 36 44 55 60 60 264 41 47 55 60 w o o s f 270 49 56 60 60 60 270 36 43 53 1 60 60 270 40 46' 53 60 ¢ 276 48 54 60 60 60 276 35 42 52 60 60 276 35 39 45 52 60 o Q LL o 282 47 53 60 60 60 282 34 1 41 1 51 60 1 60 282 34 38 44 51 60 — W 3 o a 288 46 52 60 60 60 288 33 40 50 60 60 288 33 38 43 50 60 _ m 294 45 51 58 60 60 294 33 39 49 1 60 60 294 33 37 42 49 59 0 = o 8 300 45 50 57 60 60 300 32 38 48 60 60 300 32 36 41 48 58 = is =o e 306 44 49 56 60 60 306 31 38 47 1 60 60 306 31 35 40 47 56 U 5 W 312 1 43 48 55 60 60 312 31 37 46 60 60 312 31 35 40 46 55 N a 318 42 47 54 60 60 318 30 36 45 1 60 60 318 30 34 1 39 45 54 o 324 41 1 46 53 60 6D 324 30 36 44 59 60 324 1 30 33 38 44 53 Z ii 330 40 1 46 52 60 60 330 29 35 44 58 60 330 29 33 37 44 52 � o t5 a 336 40 1 45 51 60. 60 336 29 34 43 57 60 336 29 32 37 43 51 0 °" " 342 39 44 50 59 60 342 28 34 42 56 160 342 28 32 36 42 51 A 348 38 1 43 1 49 158 60 348 33 41 1 55 60 348 - 31 35 41 50 A 354 38 42 49 57 60 354 1 - 33 41 154 60 354 31 35 41 49 360 37 42 1 48 56 160 360 32 40 53 160 360 - 30 34 40 1 48 12 11 10 9 8 / 6 5 4 3 2 1 12 II IU Y 8 / 6 5 4 3 2 I CONCRETE TABLES I JEFFRE PE.FR4{NCU fl6:r, H I STRAP BRACKET W/TWO STRAP BRACKET W/TWO 114" r 0 19 H 5/16'ULTRACON_ CRETE-FLEX or1/4"TAPCON ! A` .60974 �= SCREEN POURED CONCRETE SCREEN POURED CONCRETE * i SPANS (MIN 3515 PSI) SPANS (MIN 3350 PSI) UP TO UP TO -- °! (in) ANCHOR .SPACING INCHES (in) ANCHOR SPACING INCHES [ Ip•: �� 24 122 1 20 1 18 12 24 22 20 18 1 12 48 1301 130 130 130 130 48 130 1301 130 130 130 G 54 130 130 130 130 130 54 130 130 1 130 130 130 60 130 130 130 130 1130 60 130 130 130 130 130 G U 66 130 130 130 130 1130 66 130 130 1 130 130 130 Wh _ 72 _130 130 130 130 130 72 130 130 130 120 130 A/1 Pf u 78 130 130 130 130 130 78 123 130 130 130 130 I fi V 7 F.2i 84 130 130 130 130 130 84 114 125 130 130 130 t 90 130 130 130 130 130 90 107 116 128 130 130 96 125 130 130 130 130 96 1 100 109 120 130 130 F 102 1118 128 130 130 130 102 1 94 103 113 125 130 ►A S1 F 108 1 111 121. 130 130 130 108_ 89 97 --107— 119 130 VJ 114 105 115 126 130 130 114 84 92 .101 112 130 120 100 IN 125 130 130 120 80 87 96 1107 130 U ^a 126 95 104 114 127 130 126 76 83 91 1. 102 130 Z 132 91 99 109 121 130 132 73 79 87 97 1 130 138 87 95 104 116 130 138 70 76 83 193 130 144 83 91 100 111 130 144_.._. 67 73 80 89 130 UN1 E 150 80 87 96 107 130 150 64 70 77 85 128 = E 156 177 84 92 103 130 156 62 67 74 T 82 123 V G 162 174 81 89 99 130 1 162 59 65 71 1 79 119 168 L 71 78 86 95 130 168 57 62 __99—1 76 114 ' v o 1 174 169 75 83 92 130 1 174 55 60 66 74 110 ° w ao w = 180 67 73 80 89 130 180 53 58 64_ 71 107_ Z � a Z 186 65 1 70 77 86 1 129 1 186 52 56 62 69 1003 I— .o a m O • 192 60 1 60 60 60 1 60 1 192 50 55 60 60 60 N 0 N a z D _198 60 60 60 60 60 198 48 53 58 60 !260 Q - z D 204 59 60 60 60 60 204 47 1 51 56 CL 60 ° 3 210 57 60 60 1 60 60601 210 46 1 50 55 60 60 V w 216 56 60 60 60 60 216. 44 1 46 53 59 60 222 54 59 60 .60 60 222 43 1 47 52 . 58 60 228 53 57 60 60 60 228 42 46 51 56 60 O 234 51 56 60 60 60 234 41 45 49 55 60 F- o 240 50 1 55 60 1 60 60 240 40 44 48 53 60 N C 246 49 53 59 60 60 246 .39 43 47 52 60 C 252 48 52 57 60 60 252 38 142 1 46 51 60 Lu 258 47 51 56 60 60 258 37 I 41 45 50 60 ¢ o w 264 45 50 55 60 60 264_ 36 40_ 44 48 60 p - 'o t;i 270 1 44 48 53 59 60 270 36 39 43 47 60 u o 0 276 1 43 .47 52 $5860 276 35 138 42 46 60282 34 37 41 45 6282 43 146 5160 288 42 1 45 5060 288 33 I 36 40 44 60 =B 294 41 1 45 4960 294 33 136 39 44 60 U Z m B 300 40 1 44 1 4860 300 32 1 35306 39 43 47' 60 306 31 34312 38 42 4660 1 312 31 34 37 41 60 Z o W 3 c` A A 18 12 11 10 9 8 / 6 5 4 3 2 1 12 11 10 Y tl 7 6 5 4 3 2 1 JEFFREPC FRI �.i P.E. CONCRETE FILLED BLOCK/CMU TABLE 'REINFORCED WITH MIN pS BAR IN CONCRETE r;LLEDCELL fA • •R/qN�',, " 3/8 Dro n 318"LDT ANCHOR 7 �1 f l• 1 9^'F1-O�c POURED REINFORCED' 6097.E POURED REINFORCED' SCREEN SCREEN POURED REINFORCED' : SCREEN (MIN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) �durvrAocc 1klo m+ c SPANS UP TO ANCHORS PACING INCHES UP TO A: °STq SDp= UP TO ANCHOR SPACING INCHES 18 16 14 12 10 (in) ANCHOR SPACING INCHES �n`� r, 24 i 20 16 12 10 18 16 14 12 10 48 130 ?? 130 1130 130 130 48 130 130 130 130 130_ 48 130 130 130 130 130 °., N + 54 130 130 130 130 130 NA ++ G 54 130 1 130 - 130 130 130 60 130 130 130 130 130 54 130 130 130 1130 1 130 m Isk G 60 1301 1301 1301 130 130 66 130 1301 130 1301 130 60 130 130 130 1 13D 130 j i,;I 66 130 130 1130 1130 130 72 130 130 130 130 1130 66 130 130 130 130 130 n 72 130 130 1 130 1 130 130 78 130 130 130 130 130 72 120 130 130 130 130 +t 78 1130 130 130 130 130 78 111 125 130 130 130 i �++e+ 1 84 123 130 130 130 1 130 _ 84_ 130 130 130 j 130 130 90 115 129 130 130 1 130 84 103 116 130 130 130 g_n 90 1 130 130 130 130 13.0_ 96 108 121 130 130 ! 130 90 96 108 123 130 130 i r 96 1 130 130 130 130 130 1 102 101 114 f223 130 1 130 96 90 101 116 130 130 F 102 129 130 130 130 130 108 96 108 130 1 130 102 85 95 109 127 130 ►/� ms F 108 122 130 130 130 1 130 114 91 102 130 1 130 108 BO 90 103 120 130 YJ - 114 116. 130 130 130 1 130 I 1 00 86 97 129 1 130 114 76 85 197 114 130 120 110 130 130 130 1 130 120 72 81 93 108 130 126 82 92 1051 123 130 U 126 105 126 130 130 130 132 78 88 101 f 117 i 130 126 69 77 88 103 123 Z 132 100, 120 130 130 _130_ 138 75 84 96 112 1130 132 65 74 84 98 118 — 138 96 1115 1130 130 130 144 72 81 92 108 1129 138 63 70 80 94 113 c/ 15 144 92 110 F 130 130 1 130 150 69 77 88 I 103 124 144 60 68 77 90 108 w & E 1150 88 106 1 130 130 130 156 66 74 85 1 99 1 119 150 58 65 74 86 104 w E 156 1 85 102 1127 130 130 162 164 72 82 96 115 156 55 1 62 1 71 83 100 I h ai W 162 1 81 98 1 122 130 130 1 168 1 61 69 79 91 2 1111 162 53 60 69 1 80 96 =) LL $ 168 1 79 94 1 118 1 130 130 I 168 51 58 1 66 77 93 14 o H 174 76 91 114 1 130 130 180 59 67 76 89 103 174 50 56 64 74 B9 Z ° Y _(__— — 180 57 65 74 86 1103 _ 180 73 88 110 13C 130" 186 55 62 71 83 1 100 180 48 54 62 72 86 186 71 85 106 130 130 192 54 60 60 1 60 1 60 186 46 52 160 70 84 H o a m o ` 192 60 60 60 60 60 198 1 52 59 60 60 60 192 45 51 1 58 60 60 D' a p < z D 198 60 60 60 60 60 198 44 49 1 56 60 60 I Q 204 151 57 60 60 60 D m z 204 60 60 60 60 60 210 1 49 55 60 60 1 60 204 42 48 1 54 60 60 j 0 3 210 60 60. 60 60 60 210 41 46 53 60 60 216 48 54 60 60 60 ai 216 60___60__AD__60_ _60 . _222 46 52 60 60 I 60 216 40 45 i 51 60 60 j 222 59 60 60 60-I 60 228 ? 45 51 58 60 1 60 222 39 44 1 50 58 60 w 228 58 60 60 60 60 234 1 44 50 57 1 60 1 60 228 1 38 143 1 49 57 60 O 234 56 1 60 60 60 60 240 43 48 55 160 160 234 '37 42 i 47 55 60 0 o 240 55 160 60 60 1 60 246 42 47 54 60 1 60 240 36 41 1 46 54 60 Ln C 246 1 54 60 1 60 60 1 60 252 41 46 53 1 60 1 60 246 35 1 40 1 45 53 60 C 252 1 52 60 1 60 60 1 60 258 40 1 45 51 1 60 1 60 252 34 1 39 1 44 51 60 w 258 151 60 1 60 60 1 60 264 39 44 50 1 59 1 60 258 33 1 38 43 1 50 60 ¢ Q 264 ' 50 60 1 60 60 f 60 270 38 43 49 157 60 264 33 37 42 49 59 — »'o F i 270 a9 59 60 60 160 276 37 42 48 156 60 270 32 36 41 48 1 58 o I 276 1 48 57 60 60 60 282 37 41 47 155 1 60 276 31 35 40 47 156 V c o m i 282 1 47 56 160 1 60 1 60 288 36 40 46 54 1 60 282 31 34 39 46 55 0 �q a 1 W 288 46 55 60 60 60 294 35 39 45 153 160 288 30 34 39 45 54 Y d i=g B 294 45 54 1 60 60 60 300 34 39 44 1 52 60 294 29 33 38 1 44 53 V 8 3'z m B 300 44 53 60 60 60 306 34 38 43 51 60 _300 29 32 137 43 52 o Z 306 43 j 52 60__ 60 60 312 33 37 43 1 50 60 306 28 32 136 42 51 €o _312 42 ( 51 60 60 60 318 32 37 42 49 58 312 31 36 42 50 Z C.W�_ 318 42 50 60 60 60 318 31 35 41 49 324 32 36 41 48 57 Oc 6 o 324 41 49 60 60 60 330 _ 31 35 40 47 156 324 - 30 34 40 48 0 330 40 1 48 60 60 60 336 31 35 39 1 46 1 55 330 29 34 39 47 336 39 1 47 59 60 60 342 30 34 39 1 45 1 54 336 - 29 33 39 46 A 342 39 46 58 60 60 348 30 33 38 44 53 342 28 1 32 38 45 1 ^ A 348 138 46 57 60 60 354 29 33 37 44 52 348 - 1 32 37 45 Y 354 137 45 56 60 60 360 29_ 32 37�4� 52 354 31 37 44 360 137 44 1 55 60 60 360 31 36 43 12 11 10 9 8 7 6 5 4 3 2 1 12 11 16 Y 8 7 6 5 4 3 2 1 JEFFREY C.FR,�4I%tR ul�„ CONCRETE FILLED BLOCK/CMU TABLE )""T 'REINFORCED WITH AUN 25 BAR IN CONCRETE FILLED CELL ,. H _I 5l16'ULTRACON I - `STRAP�RACKErG7TTWO 1 1g15 H = SCREEN POURED REINFORCED' S%16"ULTR 14 5697 (MIN 3515 PSI) SCREEN POURED REINFORCED' SPANS - UP TO SPANS (MIN 3000 PSI) ` " WIFOF (in) ANCHOR SPACING(INCHES) UP TO ' 18 16 14 12 10 (in) ANCHOR SPACING INCHES F1 pQ1�P' 48 130 130 131 130 130 24 22 20 18 12 54 130 130 130 130 130 48 130 130 130 130 1 130 �,,,1tIlW G 60 130 130 130 130 130 54 130 130 130 130 1130 y I I I I IG` 66 1130 130 130 1 130 130 60 130 130 130 130 i 130 11 1 72 1 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 1 130 N @ 78 __ 120 _130 130�f_130 1130 7g 123 130 130 130 130 84 j 111 130 130 1 130 130 8= 90 1 104 130 130 1130 1 130 84 114 125 130 130 130 ?W 96 98 125 130 ; 130 1 130 90 107 116 128 130 1130 102 92 118 130 1 130 1130 96 100 109 120 1 130 1 130 F 108 87 Ill 1 130 130I 130 102 94 103 1131 125 130 rn x F 114 82 106 130 130 1 130 108 89 97 107 1 119 1 130 120 78 1,00 130 130 130 114 84__92 101 112 1,130 126 74 96 130 130 130 120 80 87 96 107 130 1 U 132 71 91 128 130 130 126 76 83 91 102 11130 z 138 68 87 122 130 130 132 73 79 87 97 1 130 — 144 65 84 117 130 130 138 70 76 83 93 130 LLI 150 62 80 112 130 130 144 67 73 80 89 130 E 150 64 70 77 85 128 = E 156 160 77' 108 130 130 162 58 74 104 130 130 156 62 67 74 82 123 w w ' 168 56 72 100 1 125 130 162 59 65 71 79 i 119 �E c o h LL 174 54 69 97 121 130 168 57 62 69 76 1 114 o 180 52 167 194 l 77 130 174 55 60 1 66 1 74 1 110 z 180 53 58 64 1 71 1 107 — ; f u _ 186 50 65 191 1113 130 186 52 56 62 69 1103 F o i o m o 192 49 1 60 1 60 60 60 n,_ < Z D 198 47_ 60 160 60 60 192 50. 55 60 67 1 100 a 0 N 204_ 46.._54 _60 60 60 198 48 53 58 _65 197_ Q ? D 210 45 1 57 160 160 60 204 47 51 56 63 1 94 N 216 43 1 56 1 60 60 60 210 46 50 55 1 61 1 91 222 42 1 54 1 60 60 1 60 216 44 48 53 1 59 89 228 41 53 60 60 1 60 222 43 47 52 58 86 I u 234 40 51 60 60 1 60 1 228 42 46 51 1 56 1 84 1 0 0 I 240 39 50 60 60 160 234 41 45 49 55 82 _�246 38 49_ 60 6600 60 240 40 44 48 53 1 80 � C 2527 37 48 60 60 160 246 39 43 47 1 52 1 78 C 258 1 36 47 60 60 60 252 38 42 46 1 51 1 76 Lu 264 35 46 60 60 40 258 37 1 41 45 1 50 1 74 ¢ o W 270 35 45 60 60 60 264 36 40 44 1 48 1 73 o =�" o 276 1 34 44 60 60 1 60 270 36 39 43 1 47 1 71 — > z 22 282 133 43 60 60 160 276 35 38 42 46 170 >o o m 288 33 42 59 60 1 60 282 34 37 41 1 45 1 68 in =a- 294 32 41 57 60 60 288 33 36 40 1 44 1 67 = g 300 31 40 56 60 60 294 33 36 39 44 1 65 U Z m 8 306 31 1 39 55 60 60 300 32 35 38 43 64 6 312 30 1 39 54 60 60 306 31 34 38 42 1 63 0 3 318 29 138 ' 53 60 60 312 1 31 1 34 37 41 1 62 z ,i s R.- 324 29 137 52 60 60 s 330 28 36 1 51 60 60 "' w 336 - 1 36 1 50 1 60 60 A 342 1 - 35 j 49 1 60 60 A 348 j, 35 48 60 60_ 20 354 34 48 59 60 360 - 33 1 47 1 59 1 60 12 11 10 9 8 6 5 4 3 2 1 12 11 10 9 a 7 6 5 4 3 2 1 JEFFREY C.F liq GROUT FILLED BLOCK/CMU TABLES 1rP• ..... •�gMT 1/2 Dro n 3 8 Drop In 1 1/4"Drop In ENs� •' SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS * " SPANS SPANS SPANS vur=au+•doe o>r•i e i UP TO ANCHOR SPACING INCHES UP TO •ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES (in) (in) (in) P •�` 24 120 16 12 10 18 16 14 12 i 10 � 12 10 8 1 6 1 4 1 48 1301130 130 I301 130 48 130 130 130 1301 130 I 48 130 130 130 130 130 S 54 130 130 130 130 1130 _54 130 130 130 130 1 130 54 127 130 130 130 1130 7'NA LEN 0 G 60 130 130 130 130 1 130 60 130 130 130 130 1 130 60 114 130 130 130 1130 "'R G, 66 113D 130 130 130 1130 66 130 130 130 130 1 130 66 104 124 130 130 1 130 n 72 1 130 130 130 1301 130 72 121 130 130 1301 130 72 95 1141 130 1301 130 78 1 130 130 130 130 1 130 78 112 126 130 130 1 130 78 88 105 1 1301 130 1 130 1 84 1 130 130 130 130 1 130 84 104 117 130 130 1 130 84 81 98 1 122 1 130 1 130 1ii V f 90 L130 130 130 130 130 90 97 109 125 1 130 1 130 90 76 91 1 114 130 1 130 1y� 96 1 125 130 130 1 130 130 96 _ 91_ 102 1 17 130 130 96 71__86 107 130 130 102 118 130 130 1 130. 130 102 85 96 110 128 1130 102 67 80 101 130 1 130 F 106 1 111. 130 130 1 130 130 108 81 91 104 121 130130 708 63 76 95 127 30 130s„ F 114 105 126 130 1 130 130 114 76 86 98 1is 1136 114 60 72 90 120 1 N 120 100 1 120 1 130 1 130 130 120 73 82 93 109 130 120 57 68 86 114 1 130 126 95 114 1 130 1 130 130 126 69 78 89 104 125 126 54 65 81 109 1 130 U m 132 91 109 1 130! 130 130 132 66 74 85 99 119 132 52 1 62 78 104 1 130 = Z 138 87 104 1 130 1 130 130 138 1 63 71 81 95 114 138 50 59 74 99 1 130 = ,144 83 100 1251130 130 144 61 68 78.___91 109 144_ 48_ 57 71 95 130 150 80 96 1207.130. I30 1S0^ 58 65 75 87 105 150 46 55 1 68 91 LU E 156 1 77 92 115 130 130 1 156 56 63 72 84 101 156 44 53 1 66 88 1 130 — E 162- ' 74 89 111 130 130 162 54 61 69 81 97 1 162 42 51 1 63 84 1 127 H w I 768 1 71 86 107 f-M61 130 168 52 58 67 78 193 168 1 41 49 1 61 81 1122 N )_ 174 1 69 _83 103 1 130 1 130 1747 50 56 64 75 90 174 39 47 59 79 ! 118 = n go N 180 167 80 100 1 130 1 130 180 1 48 55 62 73 87 180 38 46 57 76 114 0 0 186 "65 1 77 1 97 i 129 1 130 1 186__47_ 53_ 60 70 84 L 186 _ 37 _ 44 55 74 110 Z w Q x 192 60 1 60 160 160 60 192 1 45 31 58 60 60 I^192 36 43 53 1 60 i 60 z 198 61 60 1 60 1 60 60 198 1 44 50 57 60 60 1 198 35 41 52 60 160 Q' N 0 < z p 204 59 60 60 60 60 204 43 48 55 60 60 204 34 40 50 60 160 I Q m z D 270 57 160 160 60 60 .210 42 47 53 60 1 60 210 33 39 49 60 1 60 1 3 216._ 56_) 60 160 60 f 60 216 40 45 52 60 60 I 216 32 38 48 60 60 toRi 222 54 1 60 C 60 160 60 222 39 44 51 59 60 222 31 37 46 60 60 228 53 1 60 1 60 1 60 60 228 38 43 49 57 1 60 228_ 30 1 36 45 60 i 60 234 51 1 60 1 60 1 60 60 234 37 1 42 48 56 60 234 29 1I 35 44 58 60 240 50 60 60 60 60 240 36 41 47 55 60 42 0 29 1 34 43 57 1 60 1 0 o 246 149 59 1 60 1 '60 60 246 35 40 46 53 1 60 246 28 33 42 56 60 In C 252 48 57V60 1 60 60 252 35 39 44 52 60 252 - 33 41 54 60 C 258 47 56160 60 258 34 38 43 51 60 258 I 32 40 53 60 0 264 145 55 60 60 264 33 37 42 50 59 264 31 39 52 60 I�"' R = h 270 ' 44 53 60 _60 270 32 36 42 48 158 270 30 38 51 60 p 5 W 276 1 43 52 60 60 276 32 36 41 47 157 276 30 37 50 60 ! =6 9 ( 282 1 43 51 60 60 282 31 35 40 46 1 56 282 29 36 1 49 60 o o m 288 1 42 50 60 60288 30 34 39 45 55 288 29 36 48 6D 294 41 49 60 60 294 30 33 38 . 44 1 53 294 28 35 47 60 dd 8 300 40 48 60 60 60 300 29 33 37 44 1 52 300 1 - 34 46 60 a z m e 306 39 47 59 60 60 306 28 32 37 43 51 306 34 45 60 �g 312 38 46 58 60 60 312 - 31 36 42 1 50 312 33 44 60 z 318 38 45 57 60 60 318 31 35 41 49 318 32 43 60 Z LL !a.- € 324 37_1 44 1 56 60 60 324 30 35 40 48 324 32 42 60 0 0 330- 366 '44 55 60 60 330 30 34 40 48 330 - 31 41 60 o N 336 36 143 154 60 60 336 29 33 39 1 47 336 31 41 60 342 35 42 1 53 60 1 60 342 29 33 38 1 46 342 30 40 60 A 348 34 1 41 1 52 1 60 1 60 1 348 28 32 38 1 45 348 - 29 1 39 159 A 354 34 1 41 151 1 60 1 60 1 354 - 32 37 44 29 39 58 360 33 f 40 50 60 60 I 360 I - 31 36 44 360 29 38 57 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C.F MNV,`F!E!��u�� - GROUT FILLED BLOCK/CMU TABLES `P <cEw- �'r'° 3/8"THREADED ROD& 1 1/4"PANELMATE INSERTS 1/4"PANELMATE FEMALE 1/4"PANELMATE MALE nq H EPDXY �GH _ SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS 974 SCREEN GROUT FILLED CELLS SPANS SPANS SPANS SPANS UP TO-ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO UP TO (in) (in) (in) ANCHOR SPACING INCHES y roam c l£''`OF. i 12 1 10 1 8 6 4 12 10 8 6 4 - (I in ANCHOR SPACING12 1 HES) 48 1 130 1 130 1 130 130 130 48 130 1130 1 130 1 130 130 48 130 130 130 130 1 130IG�'' 48 130 130 130 130 130 54 1 130 1 130 1 130 130 130 54 117 130 130 130 130 54 117 130 130 130 130 54 130 .130 130 130 130 - lN G 60 i 130 1 130 1130 130 130 60 105 126_ 130 130 130 60 109 130 130 130 130 60 130 130 1130 1 130 130 66 1130 130 130 130 130 66 96 115 130 130 130 66 99 119 130 1' 130 G 66 130 130 130 130 130_ 72 1 130 130 130 130 130 72 88 105 130 130 130 72 91 109 130 130 130 W� 72 130 130 1 130 130 130 78 1 128 1 130 130 130 130 78 81 97 121 130 130 78 84 101 126 130 1 78 1 121 1301 130 130 130 84 1 119 1 130 1 130 130 130 84 75 90 113 1301 130 1 84 78 94 1117 130 130 84 ' 112 126 130 130 130 90 1 111 1 130 130 130 130 90 1 70 84 105 130 130 1 90 73 87 109 130 130 w 90 1 105 118 130 130 130 _ 96 104 1 1125 130 130 130 96 66 79 99 130 130 96 68 82 102 130 130 1 96 98 111 126 130 130 102 98 18 _130 130 130 102 .1 62 74 93 124 1130 102 64 77 96 128 1 130 L, 6 F 102 93 1 104 119 130 130 108 1 93 1 Ill 130 130 1 130 108_ 58 70 88 117 130 108 61 73 91 121 1 130 Q 108 .87 98 112 130 130 114 88 105 130 130 130 114 �55 66 83 111 130 114 57 69 86 115 130 _15 F 114 83 I_93_ 106_ 124. 130 120 83 100 125 130 120 120 53 63 79 105 130 120 55 66 82 109 130 - 120 79 89 101 I18 130 126 79 1 95 119 130 Inn 126 50 60 75 100 1 130 126 52 62 78 104 130 126 75 84 96 112 1130 132 76 1 91 114 130 130 132 1 48_ 57 1 72 96 1 130 132 50 60 74 99 130 U 132 1 72 80 192 1 107 130 138 73 1 87 109 130 130 138 46 55 69 91 130 138 47 57 71 95 130 Z 138 1 68 77 1 88 1 103 130 i 144 70 1 83 104 130 1 130 144 144 53 66 88 130 144 46 55 68 91 130 144 1 66 74 9 1 80 100 130 1 130 150 1 42 _ 50 63 84 126 150 44 52 66 67 130 v E 150 163 71 1 84 1 8 130 150 67 81 94 130 I 156 64_I 77 _96 128 1__30� 156 1 40 49 61 81 121 156 42 50 63 84 136 156 61 68 1 78 1 91 ' 130 1 162 62 74 93 124 130 1 162 1 39 47 58 78 1 117 162 40 49 61 81 121 � E 162 58 66 75 87 1 130 168 60 71 89 119 1 130 168 1 38 45 56 75 1 113 168 39 47 59 78 117 E% W 168 56 63 72 84 126 174 58 69 86 115 1130 174 1 36 44 54 73 109 174 38 45 56 75 113 H LL g 174 54 1 61 70 81 1 122 1 180 56 67 1 83 Ill 1 130 180 1 35 42 53 70 1 105 180 1 36 1 44 55 73 109 0 p w - 180 52 59 67 79 118 186 54 65 Bl 108 130 186 134 41 51 68 102 186 35 42 53 70 106 I Z > ,1D, W > 186 151 57 65 76 114 192 52 60 60 60 60 1 192 33 39 49 60 60 192 34 41 51 60 60 - 2 °' Z _192 49 55 63 60 !_60 198_ 51_ 60 60_ 60__ 60 198 32 38 48 60 60 198 33 40 50 --CO- 60 �. 0 0 N a z p 198 48 54 60 60 60 204 49 59 60 60 60 204 31 37 46 60 60 204 32 39 48 60 60 Q m LL z p 204 1 46 52 59 60 60 210 48 57 60 60 60 210 1 30 36 45 60 60 210 31 1 37 47 60 60 3 210 1 45 51 . 58 1 60 1 60 216 1 46 56 60 1 60 1 60 1 216 1 29 25 44 58 60 216 30 36 46 60 60 N 216 1 44 49 1 56 1 60 1 60 222 45 54 60 60 60 222 1 28 34 43 57 60 222 30 35 44 59 60 = 228 1 44 .53 60 60 60 228 - 33 42 55 60 228 .29 34 43 57 60 222 43 48 155 60 60 < 228 141 47 1 53 1 60 1 60 1 234 1 43 51 60 60 60 234 32 40 54 60 234 28 34 42 56 60 w ! 234 40 1 45 t 52_,' 60 ! 60 _240 42 50 60 ` 60 _60 240 32 39 53 60 240 - 33 41 55 60 Q 0 240 39 1 44 1 51 1 59 60 246 41 49_ 60 CO 60 246 31 28 51 60 246 22 40 53 60 N C 246 38 43 49 58 60 252 40 48 60 1 60 60 252 1 - 30 38 50 160 252 31 39 52 60 _252 _37 142_ 48 56 60 258 39 47 58 60 60 258 29 37 49 60 258 30 38 51 60 C 1 258 37 1 41 47 1 55 60 264 38 45 57 60 1 60 264 1 - 29 136 48 1 60 264 30 37 50 60 - N z-2 h 264 36 40 46 1 54 60 1 270 137 44 56 160 60 ! 270 - 1 35 47 1 60 270 29 36 49 60 < = a o W ! 270 35 39 45 1 52 60 I 276 1 36 44 54 1 60 60 276 1 - 34 46 60 276 28 36 147 60 276 34 38 44 1 51 60 282 1 35 43 53 60 60 1 282 34 45 60 282 - 35 46 60 - W 282 1 33 -- 43 1 50 60 1I 2B8 135 42 52 1 60 60 288 1 - 33 44 60 288 34 46 60 z o m 288 33 37 _ 42 149 60 294 34 141 51 60 _60 294 1 32 43 60 294 33 45 60 W B 1 294 1 32 36 41 ' 48 60 300 33 40 50 60 60 300 1 - - 32 42 60 300 33 1 44 60 = o w 306 33 39 49 60 60 306 I - 131 41 60 306 32 43 60 U e ! 300 31 35 40 1 47 60 o C o 306 31 35 40 i 46 60 312 32 38 48 60 60 312 - - 30 40 1 60 312 32 42 60 312 30 34 39 ! 45 60 318 31 38 147 60 60 318 30 40 60 318 31 41 60 <82 5 324 31 1 37 46 60 60 324 1 - 29 39 58 324 30 40 60 Z 318 30' 133 38 145 60 l r I 324 29 ! 33 37 1 44 160 336 30 36 45 60 60 330 (= 29 38 57 336 - 30 40 60 I o a 1 330 29 ! 32 37 43 60 336 30 36 _45__60 _60 336 ___- 28 38 56 336 29 39 59 0 336 28 132 36 42 60 342 29 35 44 59 60 1 342 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 1 31 35 41 60 354 28 34 42 57 60 1 354 36 53 354 28 37 56 n/'� 354 1 30 34 40 60 360 - 33 42 56 60 ! 360 1 - 35 53 360 - 36 55 I L L 360 1 - 1 30 34 39 59 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C.F GROUT FILLED BLOCK/CMU TABLES :F��,, 5/16"ULTRACON 1 4"TAPCON STRAP BRACKET W/TWO TRAP BRACK E 9y-- H I _� 5/16"ULTRACON� I 1/4"CRETE-FLEX or 1/4" 4/2 9'�r�; SCREENI GROUT FILLED BLOCK SCREEN GROUT FILLED CELLS �' ON I s09)> : 9 SPANS SPANS SCREEN GROUT FILLED CELLS UP TO 1 UP TO - SPANS SCREEN "GtswanaFC �• c GROUT FILLED CELLS n•— _ I ANCHOR SPACING INCHES ANCHOR SPACING INCHES �oF(in) 18 i 16 14 12 10 (in) 12 10 8 6 4 U(in) UP TO ! o I ANCHOR SPACING INCHES 48 130 1130 130 1130 130 48 115 130 130 130 130 �_ 16 14 12 10 8 ' 1in1 ANCHOR SPACING INCHES 54 1 129 1 130 1130 1 130 130 54 102 123 130 130 130 I 48 130 1130 1 130 1130 130 1 16 14 1 12 10 8 60 116 1 130 1130 130 130 60 92 110 130 130 130 54 130 130 130 130 1 130 48 130 130 130 130 130 G 54 130 130 1 130 130 130 I d' G 66 105 ! 127 1130 130 130 1 66 84 100 125 130 130 60 130 130 130 130 130 I I Z2 97 I 1 16 ; 130 130 130_ I 72 77 92 1 15 130 130 6d 130 1 130 130 13� 60 120 130 130 1 130 130 78 1 89 ! 107 1 130 130 1 130 78 71 1 85 106 130 130 72 130 1130 130 130. 130 66 100 114 130 13D 130 Ws 72 100 114 130 130 130 84 1 83 f 99 1124 130 1130 84 66 1 79 99 130 130 I 78 123 130 130 130 130 I 78 92 105 123 130 130 90 77 193 1116 130 1130 90 161 174 92 123 130 I 84 114 1129 130 130 130 84 86 98 114 130 130 - 96 73 87 1 109 130 130 96 58 169 86 115 130 90 107 1120 130 130 130 102 68 82 1 102 130 130 J 102 154 65 Al 108 130 1 96 100 1 113 129 130 130 90 80 91 1107 128 130 96 75 86 100 120 130 108 64 77 ! 97 129 130 108 51 61 77 102 130 1 102 94 1 106 121 130 130 — y_ F 114 61 73 92 1 122 130 114 48 58 73 97 130 108 89 I lOD 114 130 130 102 71 81 94 113 130 1 N 2 4_ F 120 58. 70 187 116 _130 _ 120_ 46 55 69 92 130 1 114 84 95 108 126 130 108 67 76 89 107 130 126 55.. 66 183 116 130 126 44 53 66 88 130 1 120 80 190 103 120 130 114 63 72 84 101 126 132 153 •63 79 105 127 132 42 50 63 84 125 126 1 76 186 98 114 130 120 60 69 180 9b 120 U w 138 50 161 76 101 1121 138 40 48 60 80 i 120 132 73 82 94 109 130 126 1 57 65 76 91 114 Z 144 48 58 73 97 1116 144 3B 46 58 177 115 138—1 70 1 78 89 104 130 132 55 62 173 87 109 150 46 1 56 70 93 1 111 150 37 44 55 1 74 1 110 144 1 67 1 75 86 100 130 138 1 52 60 70 1 83 104 W r E 156 45 54 67 89 1 107 156 35 42 53 71 1 106 150 64 72 82 96 130 144 50 57 67 1 80 100 _ 162 43 52 64 86 1 103 162 34 41 51 _ 68 _102 156 62 1 69 79 192 130 150 48 55 64 177 96 E 168 41 _50 62 ! 83 199 168 33 39 49 66 99 162 59 1 67 76 B9 130 156 46 53 62 74 92 174 40 48 160 180 96 I 174 32 38 48 63 95 168 57 ! 64 73 1 86 129 162 44 51 59 71 89 LL o 180 39 46 i 58 I1 77 93 .180 131 37 1 '46 61 92 174 55 1 62 71 83 124 I 168 43 49 57 69 86 0 g z 186 137 45 1 56 75 90 186 30 36 45 59 89 180 53 f 60 69 1 80 120 174 41 47 55 66 83 3 a z 192 1 36 44 54 60 60 192 1 29 35 1 43 58 86 186 52 1 58 1 66 1 77 116 180 40 46 1 53 64 80 J z 198 1 33 11 42 53 60 60 198 28 _ 33 1 42 56 60 192 50 56 60 60 60 186 39 44 52 162 77 w o m o p 204 34 41 51 60 60 204 J— 32 41 54 60 198 48 55 60 1 60 60 192 38 43 50 60 60 Q m z D 210 33 40 50 60 60 210 32 39 53 60 204 47 53 60 1 60 60 _198 36 _42 48 58 60_ 216 32 39 48 60 60 216 31 38 51 60 210 46 1 51 _59 1 60 60 204 35 40 47 56 60 N 222 31 38 47 60 60 222 30 37 50 60 216 44 1 50 57 1 60 60 210 34 39 46 55 60 228 31 37 46 60 1.60 228 29 36 48 60 222 4� 49 56 T 60 60 216 33 38 44 53 60 U 1 234 30 36 45 59 60 234 28 35 47 60 228 42 1 47 54 1 60 60 222 32 37 43 52 60 1 1 240 29 35 I 44._ 58 60 240 - 35 46 60 234 41 1 46 53 60 60 228 32 36 42 51 60 0 0 246 28 34 142 57 160 246 - _34 45 60 240 40 145 51 160 60 234 31 35 41 49 160 N C 252 33 41 55 60 252 33 44 60 246 39 44 50 59 60 240 30 34 40 48 60 C 258 1 32 140 54 60 258 32 43 60 252 38 43 49 57 60 246 29 33 39 47 59 0 258 37 42 48 56 60 _252 29 33 38 46 57 264 32 40 53 60 264 31 42 60 258 28 32 37 45 56 < <C o W 270 1 - 31 39 52 60 270 31 141 60 264 36 41 47 55 60 276 I - i 30 38 50 60 276 30 140 60 270 36 40 46 53 60 264 31 136 44 55 o` i o 0 282 I i 30 37 49 59 282 29 39 59 276 35 1 39 45 52 60 270 130 136 i 43 53 a o< 288 1_ 1 29 36 48 58 288 29 1 38 58 282 34 1 38 44 51 60 276 30 35 42 52 z z p e 294 28 36 47 57 294 28 38 56 288 33 138 43 50 60 282 29 34 41 51 0 = a g 300 35 46 56 300 __ 1 37 55 294 33 137 42 49 60 288 29 33 40 50 = d?W 306 34 45 55 306 1 36 54 300 32 36 41 48 60 294 28 33 39 49 U a'z m g �oC`o 1 312 33 45 54 312 1 35 53 306 31 1 35 1 40 1 47 60 300 1 1 1 32 38 48 : 318 33 44 1 53 318 1 35 52' 312 31 35 40 46 60 302 - - 1 31 47 31 37 46 Z '8 5 324 32 143 52 324 34 51 �i p1.W- 330 - 32 42 151 330 33 50 o G 336 1 - 1 31 1 41 1 50 336 1 33 49 342 1 1.49 342 ( _ 32 48 -- A 348 30 40 T 48 348 I - 32_ 48 �� A 354 29 39 1 47 354 I - 31 47 360 29 39 46 360 131 46 12 11 10 9 8 / 6 5 4 3 2 1 12 11 IU 9 8 % 6 5 4 3 1 JEFFREY4IW,Q�Ilm T. rrr�� HOLLOW BLOCK TABLES e�v7 H _____ ll4"PANE LMAJ INSERTS— 1 4"PANELMATE FEMALE 1 4"PANELMATE MALE I . / )� -_ SCREEN SCREEN (SCREEN u HOLLOW BLOCK HOLLOW BLOCK HOLLOW BLOCK SPANS SPANS SPANS I UP TO UP TO UP TO _ GF— (1n) ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES (In) ANCHOR SPACING INCHES � _ 12 10 B 6 4 12 10 8 1 6 4 12 10 8 6 4 I _48 130 1130 1130 1 130 130 4B 125 130 130 1130 130 48 125 130 130 130 130 54 130 130 1 130 130 130 54 Ill 130 130 1 130 130 1 54 111 130 130 130 130 G 60 130 J 130 ! 130 130 1130 60 100 120 130 130 130 ( 60 100 120 130 130 130 m G 66 f 130 1130 130 130 130 66 91 109 130 i 130 130 66 91 109 130 130 130 y 72 i 130 130 1130 130 130 72 83 100 125 1130 130 72 83 100 125 130 130 I 78 123 130 130 130 1130 78 77 92 115 130 130 1 78 77 92 115 130 130 I 1_ 84 114 130 V 130 _130 130 k8471 86 107 1 130 130 84 71 86 107 130 1301 107 128 1 130 130 130 67 80 100 130 130 90 67 80 100 130 13096 1 100 120 130 130 13D 63 75 94 125 130 96 63 75 94 125 1300102 94 113 130 130 130 59 71 88 118 130 102 59 71 BB 11B 130 F I 108 89 107 130 130 130 56 67 83 111 130 ( 108 56 67 83 111 130 lld 84 101 ! 126 130 130 53 63 79 105 130 114 53 63 79 105 130 120 180 96 ! 120 13D 130 50 60 75 100 130 120 50 60 75 100 130 1 _126 ! 76 91y1 14 j 130 130 48 57 71 95 130 1 126 48 57 71 95 130 (� =a 132 73 187 109'I 130 130 132 45 55 68 91 130 132 45 55 68 91 130 = 138 1 70 j 83 ! 104 1 130 '130 138 43_ 52 65 _87 130 138 43 52 65 87 130 Z = 1 144 1 67 1 80 1 100 1 130 130 1 144 42 50 63 83 125 (_144 _42 50 63 83 125 I 150 ! 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144 1 58 . 70 88 117 i 130 144 58 70 87 116 130 144 58 70 87 116 130 144 58 70 87 116 130 to 150 1 56 67 84 112 1 130 1 150 56 67 84 112 130 150 56 67 84 112 130 150 56 67 84 112 130 LLI E 156 1 54 65 81 108 ! 130 i 156 54 64 81 107 130 156 54 64 81 107 130 156 54 64 81 107 130 = 162 152 62 78 1.04 130 162 52 62 178 103 130 162 52 62 78 103 130 162 52 62 78 103 130 W �_ E 168 50 60-1 75 100 130 168 50 60 75 100 130 168 50 60 75 100 130 168 50 60 75 100 130 174 48. 58 72 97 130 174 48 58 72 96 130 174 48 58 72_- 96 130 174 48 58 72 96 130 y g y 180 1 47 56 1 70 193 1 130 180 47 56 76 93 130 180 47 56 70 93 130 180 47 r 3 130 w m z i 186 45 54 68 90 1 130 186 45 1 54 68 1 90 130 186 45 54 68 90 130 186 45 0 130 ' _ M > 192 44 53 _ 60 60 60 192 44 1 52 60 1 60 60 192 44 52 60 60 60 192 44 0 60 i 198 42 51 60 60 i 60 198 _ 42_ 51 60 1 60 60 198 42 51 60 60 60 198 42 0 60 w r O n a z D 204 41 49 60 60 160 204 41 f 49 60 _60 60 204 41 49 60 60 60 204 41 0 60 Q m z D 210 40 48 60 60 60 210 40 148 60 ( 60 60 210 40 48 60 60 60 210 40 60 60 3 216 39 47 58 60 60 216 39 1 47 58 60 60 216 39 47 58 60 60 216 39 60 60 N w 222 38 45 57 6D 60 222 38 45 57 60 60 222 38 445 57 60 60 222 38 160 60 228 37 44 55 6D ! 60 228 37 144 155 60 60 228 37 44 55 60 60 228 37 0 60 f 234 36 143 54 60 160 234 36 43 54 60 60 234 36 43 54 60 60 234 36 43 54 60 60 g 1_240 35. 1 42 53 60 160 240 35 ( 42 52 60 60 I 240 35 42 52 60 60 240 35 42 1 52 60 60 o (_._246_.._..__ 34_ 41 51 b 246 34 141 61__60 60 246 34 1 41 1 51 60 60 246 34 41 1 51 60 60 N C ! 252 33 1 40 50 60 60 252 33 1 40 50 60 60 252 1 33 40 1 50 1 60 60 252 33 40 1 50 60 60 C 258 1 33 1 39 49 60 1 60_ 258 32 1 39 49 1 60 1 60 258 1 32 1 39 49 60 60 258 32 39 1 49 60 60 264 32 1 38 48 60 1 60 264 32 38 48 60 60 _264 32 38 48 60 60 264 32 38 1 48 60 60 Wu N W "' 270 31 37 47 60 1 60 270 31 37 47 60 60 270 31 37 47 60 60 1 270 31 37 1 47 60 60 Q o R ! 276 1 30 37 46 60 1 60 276 30 36 46 60 60 276 30 1 36 46 60 160 276 30 36 46 60 60 o s o 282 30 36 45 60 160 282 30 136 45 59 60 282 30 1 36 45 59 60 282 30 36 45 59 60 °`3 Q r 288 29 35 44 58 60 288 29 1 35 44 58 60 288 1 29 1 35 44 58 60 288 29 35 44 58 60 gi�g 0 o 294 29 34 43 57 160 294 28 34 43 57 60 294 28 134 43 57 60 294 28 34 43 57 60 d B 300 28 34 142 56 60 300 - _ 34 42_ 56 60 300 34 42 56 60 300 - 34 42 56 60 V 3 Z o B 306 33 41 j 55 _60 I 306 33 41 55 60 306 33 41 55 60 306 33 41 55 f 60 o o 312 32 40 54 60 I 312 132 40 54 60 312 37 40 54 60 312 32 40 54 60 Z 318 1 32 1 40 1 53 60 1 318 132 40 1 53 60 318 32 40 53 60 318 1 32 1 40 53 160 Z c o 324. 31 39 52 60 1 324 1 31 39 52 60 324 31 39 52 60 324 31 39 52 60 LL 330 1 31 38 51 60 1 330 30 38 51 60 330 30 38 51 60 330 30 38 151 60 0 o 336 30 38 50 60 336 130 37 50 60 336 30 37 50 60 336 30 37 50 60 342 29 37 49 60 342 29 37 49 60_ 342 29 37 49 60 342 29 27 49 Po A 348 I - 29 36 48 60 348 1 29 36 48 60 348 29 36 48 60 348 1 29 36 48 �� A 354 I - 28 36 47 60 354 28 35 47 60 354 28 35 47 60 354 28 1 35 47 360 35 47 60 360 I - 35 47 60 360 - 35 47 60 360 135 47 12 11 IU 9 8 % 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C. � 1sPr� WOOD TABLES 0, r STRAP BIFAZ'KETYJTTW� STRAP BRACKET W/TWO ^ q�l H 3/8"COMBO ANCHOR or LAG BOLT I/7'COMBO ANCHOR or LAG BOLT o ----- 1/4"CRETE-FLEX SCREEN WOOD SCREEN WOOD SCREEN WOOD or 1 d'TAPCON 60974 SPANS (SYP with SG 2 0.55) PAN SYP with SG>_0.55 _ SPANS (SYP with SG z 0.55) SPANS I ( ) I SCREEN WOOD UP TO UP TO I ANCHOR SPACING(INCHES) U(iTO!ANCHOR SPACING INCHES i SPANS I (SYP with SG>_0.55) ? 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