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HomeMy WebLinkAboutProduct approvals F � iV `:'� I,k?'�Th�i'L•�`r��i � : 4r�"L BCIS Home Log In User Registration ' Hot Topics j Submit Surcharge Stats&Facts Publications Contact Us.• BCIS Site Map Unks Search a db Sa! Product Approval r ( ;��USER:Public User �p Product Approval Menu>Product or Aonlication Search>Application List>Application Detail r I' FL# FL11291-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived =1 Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 r brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D.Rist Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)278-9092 br'ist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 ^ (561)322-5325 V�/�/Vli dreames@getsmartcompanies.com REVIEWED FOR Category Impact Protective Systems CODE COMPLIANCE Subcategory Operable ST.-LUCIE COUNTY Compliance Method Evaluation Report from a Florida Registered Arclfft;j ~ased Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Jeffrey C.Friant,P.E. the Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Trevor Johnson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R8 COI Certificate of Ind pan ence odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 ASTM E330 2010 Ffle COPY ASTM G154 2016 ASTM G155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional.Engineer or Architect FL11291 R8 Enuiv Equivalent Product Standard Certificate.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/21/2019 Date Approved 12/10/2019 Summary of Products FL At Model,Number or Name Description 11291.1 Storm Catcher Wind Abatement HVHZ&Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11291 R8 II Dwaxdf Approved for use outside HVHZ:Yes Verified By:Jeffrey C.Friant,P.E.PE0060974 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for additional FL11291 R8 AE Evaluation Report.odf limitations. FL11291 R8 AE Fire Testing and UV Eval Ddf Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida.is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 4S5,FS.,please click here.. Product Approval Accepts: �n.• R';a a �L�eel Credit Card Safe I I 12 II IU 9 8 7 6 5 4 3 2 1 JEFFREY C.F 11Pj1i STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH H THE FLORIDA BUILDING CODE SIXTH EDMON 120171 AND 2015 INTERNATIONAL BUILDING FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE CODE.FOR USE WITHIN ANDOUT51DE THE HIGH VELOCRY HURRICANE ZONE PER A5TM } ' 0 74 �=.* E330.EI996.E1BB6.AND M-D TAS 201.202.203 TESTING STANDARDS. = 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION C �1 V� )xCN�t Pl.1F�l AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED - FOR THE SAME PRODUCT APPROVAL. e ST L OF - Q' STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. N033-1/3aINCREASEINALLOWAOLESTRESS HAS BEEN USED IN7HE DESIGN OFTHIS SYSTEM.WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR 1-.• '5TORMCATCHERSCREEN COLOR BLACK_V_MITF. GRAY PONE OROYlN DESIGN. ns5 VIT-VISUAL UGU AN T TRSMITTANCE 0.21 0.23 0.17 0.14 0.09 I 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR THE USE WITH THIS SYSTEM 4q1 III1Np""��`` C' ,UVr ULTPA%nCtET LIGIIT rRAN1SMITTANCE O.J7 0.14 0.12 0.06 0.07 I 511ALL BE DETERMINED PER SEPERATE ENGINEERING IN ACCORDANCE WITH THE G SS -SOLAR TMIISMI7TANCF 0.1! 0.70 0.16 019 OM 1 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE T - F. VLR-VISUAL LIGHT REFLECTANCE 0.07 0.53 0.76 0.44 0.22 1 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY $SIR SOLAR SPECTRUM REFLECTANCE 0.04 0.46 0.1R Odi 0.17_' ASSEMBLY AS SHOWN. /�►A Va -SHGC-SOLAR MCAT GNN CCEFFICONT 0.17 0.75 0.17 0.17-n.Ta` S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED ,LAr IWI♦■ 'SIGCREOurnoN 78a 67; 7.% 79% Pic. J BYA 1.5 SAFETY FACTOR. •• SHGC PROPERTIES TESTED TO:NfRC 201•201p USING INTERIM STANDARD IESI N1E11IOU SVII)I CALORIMF.IRY d. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA 1101 BOX METHODS AND UTILIZING CLEAR.INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR 517E CONDITIONS DIFFERENT FROM THE CONDITIONS t DETAILED HEREIN.A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE ASTMEOPTICAL 2/ASIM 1 TESTED 10: SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. .A Y � F F nStM E 97../nSIM If 1084/nSHRnE 74 /NTP.0 202 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN 10 0. U! LESIING IIY:ARCIIIIECIURAL LEMIN G.INC..FRESNO.CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT.SCREEN WI IAT IS SHGC? PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. '6 A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE I IS THE MAXIMUM AMOUNT OF SOLAR HEAT 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Z j GAIN THAT CAN COME THROUGH A WINDOW AND O IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAI SUPERIMPOSED LOADS. - x 25 a OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: 9.1 SLIDE TRACK AND STRAP/BUCKLE:T-16FT SPAN=13OPSF DESIGN PRESSURE AND (n •NI In1 1$VLT? I T 6-26FT MAX.SPAN=60PSF DESIGN PRESSURE w E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN O 9.2 ROLL DOWN TRACKS:1-1 6FT SPAN=130PSF DESIGN PRESSURE AND>16-3OFT MAX. w - E AND 1.THE HIGHER THE VI NUMBER.THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=60PSF DESIGN PRESSURE H w 9.3 GROMMETS:197 MAX.SPAN=60PSF DESIGN PRESSURE Lu LL h 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1.9.2.&9.3 ABOVE h J $ H ~ EVALUATION BASED ON: I). PANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE LABEL PER PANEL Q ❑ - a REFER TO TABLES CONTAINING THE FOLLOWING MINIMUM INFORMATION: U m w x FENESTRATION TESTING LABORATORY.INC. FOR ALLOWABLE STORM SMART INDUSTRIES,INC. Z W Z 61821DLEWILD STREET,FORT MYERS,FL.33966 I- F- o• a O LAB.NO. 8441 LAB.No. 7590 DESIGN PRESSURES FL PRODUCT APPROVAL NO.FL)1291 0 PROJECT No. 15.58513 PROJECTNo. 13-4387 OPENING NO.0 Q .0 la_ �-p O FILE No. 13-890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS C ,� Q 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 T) PROJECT No. 15-5892 PROJECT No. 17.7199 BUCKLE SPECIFICATIONS: RE AEON ION DEFLECTION VALUES ARE ENFORCED.SEE DEFLECTION TABLE FOR SPECIFIC C U LAB.No. 7561 LAB.No. 9818 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN.NO ADDITIONAL CERTIFICATIONS OR �< f PROJECT No. 13 PATTERN:SPIKE TEETH GRIP 4397 PROJECT No. I7.7449 AFFIRMATIONS ARE INTENDED. O aL FILE No. 13-890 WIDTH/DIAMETER:2.5"+/-0.I0' 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063.16.U.N.O. 1_ THICKNESS:0.050-+/-0.010' (n C LAB.No. 6026 LAB.No. 9834 MATERIAL:ACETAL HURRICANE BARRIER C PROJECT No. 09.1664 PROJECT No. 17.7543 POLYPROPYLENE MONOFILAMEHE VJOVENINIO FILE No. 09-665 BASKET WEAVE DESIGN: H ifI.I OLACK.WIIIIE.GROWN IOLK ISVAN). ¢ v Q?pw LAB.No. 9836 LAB.No. 9835 STRAP SPECIFICATIONS: °ONE jWH'S TANI.GRAY[ELK S WHII MECHANICAL PROPERTIEES TEST METHOD UNIT _ __ PROJECT No. 17-7543 PROJECT No. 17-7449 TrpICA L RO LL 0 o LL PATTERN:XI00 1000 VALUE MUl D I CD W cs o a - LAB.No. 9742 LAB.No. 9765 WIDTH/DIAMETER:1.875-+/-0.063' GRAB TENSILE STRENGTH ASTM D4632 LBS I SOD I 550 'z�j m _ -- PROJECT No. 17.7199 PROJECT No. 17-7449 THICKNESS:0.050'+/-O.OIU' TRAPEZOID TEAR STRENGTH ASTM 04533 LBS 200 1 ?56 3 a --- AVERAGE BREAK STRENGTH:6000 LBS MULIEN BURST aSTM 03786 P51 750 = z B LAB.No. 9833 LAB.No. 9647 PUNCTURE STRENGTH ASTM D4833 LBS 200 („) 3 z m B MATERIAL:POLYESTER PROJECT No. 17.7543 PROJECT Nu. 17-7199 AIR FLOW ASTM D737 CFM 175 c W`O PERCE14T OPEN AREA 1 COE•07215 % 5 i LAB.No. 10348 TAB.No. 10347 UV RESISTANCE IOUV) ASTM'Palc4rnl Open MeouRMARV. G154 N 70 oS PROJECT No. 18.8274 PROJECTNo. 18-8274 SEWING: � z oW HETI(HURRICANE ENGINEERING 8,TESTING.INC.) T138 POLYESTER THREAD IFOR ALL SPANS(a 130PSFI PHYSICAL PROPERTIESI TEST METHOD UNIT I TYPICAL VALUE 'p -6 A 21 REPORT NO.174301,174302.174303.17-F304.8 174305 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'8.+/•130PSF) GENERIC OR EQUIVALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGHT I ASIM D5261 071YD' 9.7 A THICKNESS I ASTM D5199 MIL 1. 21 A CONSTRUCTION EPI/PPI 60 X 63 FIBER CONTENT 100%PP 12 11 10 Y B / 6 5 4 3 2 1 12 I I 10 Y 8 7 6 5 4 3 2 1 JEFFREY`C.F�L4.Njlp.�. H APPROVED EDGES E1}; $0974 STITCHING - DETAILS STANDARD HEM: _LASER COT EDGE u `. .,. *PF.IMI SPAN DIRECTION-SCALE:N.T.S. ,—PANEL '."� 'g A e u0fn A MINIMUM OF 3 ROWS OF STITCHRNG IS REQUIRED ^0.334'NYLON CORDING OR FOR SPAN DIRECTION EDGES. 7.5MM PVC CORDING NYLON LOFT TAPE SPAN DIRECTION EDGE:NO HEM G DISTANCE BETWEEN ROWS OF / --STITCHING FABRIC TrNF I I�nLIL�� SIRChIING MAY VARY.STITCH PATTERNS ���� % f� 2"PANEL HEM 0 n DISPIAYREOUIREDNUMBEROFSTITCH =1 I BI-FOLD WELD � _W LROWS SHOWN,MINIMUM. PANEL I ( I ----------�'75-- SPAN DIRECTION HEM:2 ROWS OF STITCHING �i■pl�l1 u.�.-q F 7'PANEL HEM v■/ f I-FOLD WELD �PANEI � -: F BI-FOLD W/DOUBLE STITCHING u =a Z STRUCTURAL HEMS I �; IW � E __;"NYLON CORDING OR ( J E 7.5MM PVC CORDING STRAP.LOOP.BUCKLE STRAP ,—NYLON LUFT TAPE LL 31/2"LOOP HEM FABRIC I.500" �--PANEL Q p W g 1211 0.375"I '—STITCHING I N < z N L D 2"WIDE SEAT BELT Q m Z D WEBBING LOOP I _,_7'LOOP HEM —FIXED STRAPACIOP V) w I.D.R3 GROMMET I \ 7 f 7'LOOP.HEM 5 1.25" 12S" ,—PANEL L �� PANEL I PANEL ` < ALTERNATE FIXED STRAP/LOOP 1- C STITCHING SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL c STRUCTU 8ORAL ATTACHMF.NI FOR LOOP: STRUCTURAL ATIACHMENT FOR LOOP: OPTIONAL HEM (31WSSTITC04GABOXSTlICII 13)ROWS STIICHINGLL BOX SIIFCH W N i a STRAP,LOOP, I O u o PANEL r---BUCKLEISIRAP OR — ,r z= L500' L500' —FABRIC [—PANEL 31 7•STRAP HEM IUFTTAPE Z-c g i - V- �W zW \—SIITCHING ----^^�� -� J V z 9 78I-FOLDto z J;,i `��' �� OR EQUAL 3 s r c W F 31/2'BUCKLE HEM _ V If 31/Z'S7RAP HEM i—STRAP 3- ,i o of A PANEL I 7'8I-FOLD I A STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR EQUAL /1 (3)ROWS STITCHING MIN.&BOX STITCH Ci EACH HEM L 12 11 10 9 8 7 6 5 4 3 2 1 � I -- -- --- --- - - --- ----- 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREYC.FR ANT,P.E. lta b FRS �1 " TABLE 1 RESULTANT LOAD(PLF) PARALLEL TO WIND LOAD ' *; o.6 974 ; S(i'n DESIGN PRESSURE(PSF) DTE OF _ 30 1 0 50 60 70 75 80 90 100 110 120 130 -���' OR1�,����"�` 48 1 15 1 149 187 226 259 278 298 _ 336 370 408 442 480 ''.F 54 125 i 168 211 I 250 293 312 336 374. 418 456 499 542 "'1 G Cx 60 139 1 187 235 I 278 326 346 370 418 461 1 509 557 600 Lr _ 66 154 206 254 307 355 384 408 461 509 1 562 610 662 72 168 226 278 336 389 418 446 499 557 1 610 667 720 �� wW 78 182 240 302 360 422 451 480 542 600 1 662 720 782 84 197 259 326 389 456 485 518 581 648 710 778 840 �= 90 _ 21 1. 278 350 418 485 518 557 624 691 1 763 830 898 c 96 226 1 298 1 370 446 518 557 590 667 739 1 811 883 960 102 235 1 317 1 394 470 552 590 629 1 706 782 1 864 941 1018 F 108 250 336 1 418 499 581 624 667 749 830 1 912 994 1075 3 s F' _ 114 _ 264 350 1 442 528 614 658 701 1 787 874 1 960 1046 1138 120 278 I 370 1 461 648 691 739 1 830 922 ' 1 1013 1104 1195 126 293 1 389 1 485 581 677 725 773 869 965 1 1061 1157 1253 U °y 132 _ 307 1 408 1 509 710 1 763 B11 912 1013 1 M-; 1210 1310 Z 138 322 427 1 533 638 744 797 850 1 955 1056 1 1162 1267 1373 — m ;r 144 336 446 1 557 667 773 830 883 994 1104 1 1214 1325 1430 Fri 150 350 461 576 691 806 864 922 1 1037 1152 1262 1378 1493 LLI E _ 156 ___...,._360__ 480 600 840 898 960 1075 1195 1315 1435 1550 E 162 374 499 624 749 874 936 994 1 1118 1243 1 1363 1488 1613 I D 168 389 518 648 902 970 1032 1162 1286 1416 1546 1670 III c 174 403 538 1 672 802 936 1003 1070 1200 1334 1 1469 1598 1733 H LL g 180 1 418 _ 557 1 691 830 _ 970 1037 1104 1243 1382 1517 1656 1790 0 ° w ;; z = 186 1 432 57.1 1 715 859 998 1070 1142 1286 1426 1570 1709 1853 Z f a f ?s 192 I 446 590 739 888 1032 1104 1181 1325 1474 1618 1762 1 1906 I— z 198 1 461 610 1 763 912 Q' O N < z D 204 ( 470 629 1 787 941 Q i D 210 1 485 648 806 970 a 216 1 499 667 830 998 ffi 222 1 514 682 854 1022 C = 228 528 701 878 1051 Ty--PERPENDICULAR LOADS T=SCREEN TENSION 234 1 542 720 898 1080 (EITHER DIRECTION( 240 557 739 922 1104 0 246 566 758 946 1133 i� N 252 581 778 970 1162 C 258 1 595 792 994 1190 C 264 1 610 811 1013 1214 �j i I Tx=PARALLEL LOADS 270 1 624 830 1037 1243 J ¢ c s p W 276 i 638 850 1061 1272 o` i 1 o 282 1 653 869 1085 1301 — p oz _ 288 I 667 888 1104 1325 -- 294 1 677 902 1128 1354 p 'a f W 8 300 691 922 1152 1382 Y d 306 706 941 1176 1411 LOADS ON EXISTING STRUCTURE 9Wm B 312 720 960 1200 1435 p K 318 734 979 1219 1464 _ SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS €3 5 324 749 998 1243 1493 Z o 9 t 330 763 1013 1267 1522 MOTE:SIDE RAIL SECTION SHOWN.SLIDE(RACK.GROMMET.AND 336 778 1032 1291 1546 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. 342 787 1051 1315 1574 348 1 802 1070 1334 1603 A 1 354 1 816 1090 1358 1627 A 360 1 830 1104 1 1382 1656 12 11 10 9 8 7 6 5 4 3 2 1 -- - y--- - 12 11 10 9 8 7 6 5 4 3 2 1 +E`FR�, IFR:ANLyP.E. H TABLE 2 RESULTANT LOAD(PLF) PERPENDICULAR TO WIND LOAD o .+�S 74 _ — •.Lo o�tr an oacvx o.l.SP' — Span DESIGN PRESSURE)PSF) 30 40 1 SD 60 1 70 1 75 1 80 90 100 110 120 130 __ 48 24 32 I 48 56 64 72 80 88 104 112 128 136 54 24 32 1 48 56 64 72 1 80 88 104 112 128 136 G 60 I 24 40 1 48 56 64 72 1 80 88 104 112 128 144 �A G 66 24 40 1 48 56 1 64 72 80 88 104 112 1 128 144 72 _._( 24 32 1 48 _ 56 64 _ 72�)_ 80 88 104 112 136 168 78 32 40 1 56 64 80 88 1 96 112 128 144 168 200 84 40 60 1 80 10 120 130 140 170 190 220 250 300 w 90 50 60 90 110 130 150 1 160 190 230 260 300 340 �� 96 50 70 _ 90 120 150 170 _ 180 220 _ 260 300 340 390 L t 100 130 170 190 210 J70 50 290 340 390 430 I— 3"" F 108 60 80 110 150 19p 210 230 320 380 430 480 N F 114 60 90 120 160 200 230 250 00 360 410 480 520 120 1 70 100 130 220 240 270 30 390 450 520 570 126 1 70 100 140 190 240 260 290 350 420 490 570 610 U �° 132 I 70 110 150 1 250 280 1 310 380 450 530 610 660 Z > 138 80 _ 120_ 160 210 _ 260 290 320 390 460 540 630 680 „ 5-4 1--8Q—" 120 160 220 270 300 330 400 480 560 640 700 Eli 150 1 90 130 170 220 280 32 310 340 410 490 570 660 720 UJ E 166 90 130 180 290 0 350 430 500 590 670 746 w E __162_T 90 140 180 240 _ 300 330 360 440 520 600 690 _ 770 r' U, 168 100 140 190 310 340 I 380 450 530 610 710 790. � � LL o 174 100 150 200 25D 320 350 390 460 540 630 720 810 S 180 100 150 200 260 330 360 400 470 550 640 740 830 7 w ey s 186 110 160 210 270 330 370 1 410 480 570 660 750 850 Z W ' 192 110 160 220 280 340 380 420 490 580 670 840 1010 F- a m 178 120 170 1 230 290 ° N < z p 204 120 18I 240 300 Q z p 210 130 180 250 310 ° 3 216 140 190 1 260 330 v) i 222 1 140 200 270 340 C 228 150 21D 280 350 Ty=PERPENDICULAR LOADS T=SCREEN TENSION L a 234 150 22 1 290 370 (EITHER DIRECTION( u 240 160 220 300 380 �� 0 246 160 230 310 390 V G C 252 170 240 320 400 II C 258 180 250 330 420 l� P 264 1 180 260 340 430 s Tx=PARALLEL LOADS LU g W 270 190 260 350 440 276 190 270 360 460 o z � �500 282 200 280 370 470 288 200 290 380 480 '�- --- oa 294 210 1 300 390 490 W -- --- 8 30 220 300 0 40 510 LOADS ON EXISTING STRUCTURE !29,z. s 306 220 3110 410 520 312 230 320 420 530 SIDE.SLIDE.GROMMET,8 STRAP INSTALLATIONS tg WE 5 318 230 330 430 540 324 240 340 440 560 330 240 340 450 370 NOTE:SIDE RALL SECTION SHOWN,SLIDE TRACK GROMMET,AND 3 Ci p g$ 336 250 3SO 460 SBO SIRAPSCREEN LOADS APPUED ALONG ANCHOR UNE. vi CA N 342 260 360 470 600 348 260 370 480 610 A 354 .270 380 490 620 A 360 270 80 500 6301 /4 12 11 10 9 8 7 6 5 4 3 2 "T 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY iJM WIPIEq H MINIMUM SEPERATION FROM GLASS(inches) 4 ADD I"FOR MIAMI-DADE HVHZ _ I '` F; TABLE 3 ' � Span DESIGN PRESSURE(PSF) a; I 30 40 I 50 60 70 75 80 1 90 100 110 120 130 1 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 G I 54 3.0 3.1 3.2 1 3.3 3.5 1 3.3 1 3.6 3.7 3.8 3.9 4.0 4.1 1 �IUN IWO, 60 3.0 3.1 3.3 1 3.4 3.5 1 3.5 3.6 3.7 1 3.8 3.9 4.0 4.1 ieA G 66 3.0 3.1 3.3 3.4 3.5 1 3.5 3.6 3.7 1 3.8 3.9 4.1 4.2 1 72 3.0 3.1 _ 3.3 3.4_ 3.5 1 3.6 3.6 3.7 3.9 4.0 4.4 4.8 1 rc 78 3.4 3.6 3.9 4.1 4.3 I4.4 4.5 1-4.7- 4.9 5.1 5.3 6.0 r 84 1 3.9 4.2 _ 4.5 4.7 _ 5.0 l 5.2 5.3 5.6 5.9 6.2 6.5 7.1 �� 90 1 4.3 1 4.7 5.1 5.4 5.8 6.0 6.2 6.6 7.0 7.4 7.7 8.2 1� 96 1 4.7 1 5.2 5.7 _ 6.1 6.6 6.8 7.1 7.5 8.0 1 8.5 9.0 9.3 {� z a 102 1 5.1 1 5.7 6.3 6.8 7.4 7.7 7.9 1 8.5 9.1 9.6 10.2 10.5 [� s-� F 108 1 5.6 1 6.2 6.9 7.5 B.l 8.5 8.8 1 9.4 10.1 10.7 11.4 11.6 I rn n F _ 174 v.I 6,0_......................6_7__......__. -- 7.5___._ 8.2 8_91 9.3 _ 9.7 10.4 11.1 11.9 12.6 12.7-120 6.4 7.2 ) 8.1 8.9 9.7 1 10.1 10.5 11.3 12.2 13.0 13.8 13.B __ 1 126 6.8 7.7 8.7- 9.6 10.5 10.9 11.4 112.3 13.2 14.1 15.0 15.0 1 U 8 i 132 7.3 8.3 1 9.3 10.3 11.3 11.8 12.3 13.3 1 14.3 15.3 16.3 16.1 Z 10.7 ...... -1 1-7----12.2___ 12.7---II_ 13.7 1 -14.77--- ...>>5_7 _-.16.7 _._ 16.4 144 8.1 9.1 10.1� Tl 1.1 - 12.1 12.6 13.1 I 14.1 15.1 16.1 17.1 17.1 150 8.5 _ 9.5 1 10.5 11.5 12.5 13.0 13.5 I4.5 15.5 16.5 17.5 17.7 LU 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 1 9.3 10.3 11.3 12.3 _ 13.3 13.8 14.3 15.3 16.3 17.3 18.3 18.7 � W W E 168 1 9.7 10.7 11.7 12.7 13.7 14.2 14.7 15.7 16.7 17.7 18.7 19.3 174 i 10.1 _ 11.1 1 12.1 1 13.1 14.1 14.6 15.1 I 16.1 1 17.1 18.1 19.1 19.8 = G 8 180 I10.5_.__.f-,11_5 ...._12.51 13.5 1 14.5 15.0 15.5 16.5 17.5 18.5--- 19.5' -_._20.3 0 a w 186 -10.9 11.9 12.9 13.9 1 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 15.3 15.8 16.3 17.3 18.3 19.3 22.2 24.9 F- orcaa o 198 11.9 12.9 13.9 14.9 D 204 12.5 _..,_13.5 ., I4.6 - _ I5.6 Q m o 210 _ _13.1 14.1 15.2 16.3 3 216 - 13.7 14.8 15.9 17.0 222 14.3 I 15.4 16.5 17.6 = 228 14.9 I 16.0 1 17.2 1 18.3 234 15.5 1 16.7 17.8 19.0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS O u 240 16.1 1 17.3 18.5 19.7 OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT 0 246 16.7 17.9_. 19.1 20.4_ ARE NOT WIND ZONE 4 OR ARE NOT WIND ZONE 4 OR I- _._. GLAZING-' I C 252 17.3 18.6 19.8 21.0 ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES DO h 258 17.9 1 19.2 20.5 21.7 NOT REQUIRE SEPARATION SCREEN NOT REQUIRE SEPARATION C 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. � c w Z W 270 19.1 20.5 21.8 23.1 5 276 19.8 21.1 22.4 23.8 = o�i 282 1 20.4 21.7 1 23.1 24.4 DEFLECTION MUST BE u.60 288 21.0 22.3 23.7 25.1 MEASURED AT PANEL \ DEFLECTION MUST BE _;o a 294 21.6 23.0 24.4 25.8 MID-SPAN.SEE TABLE MEASURED AT PANEL = m 300 I_ 22.2 _23.6 25.0 26.5 ABOVE FOR MINIMUM �MID•SPAN.SEE TABLE d s -- ------- 8 306 22.8 24.2 25.7 27.1 ) SEPARATION FROM GLAZING. ABOVE FOR MINIMUM 8 SEPARATION FROM GLAZING. C) 1 312 1 23.4 24.9 26.3 27.8 =4$�"o_ i 318_ 1 24.0 _ 25.5 __ 27.0 28.5 -SCREEN 324 24.6 26.1 27.7 29.2 Z =o W L 330 25.2 26.8 1 28.3 29.9 DEFLECTION DIAGRAM DEFLECTION DIAGRAM � " �; 1. 336 25.8 27.4 f 29.0 30.5 0 ° x _ 342 _ 26.4 ______28.0 1 29.6 31.2 348 27.0 28.7 1 30.3 31.9 A 354 27.6 1 29.3 1 30.9 32.6 A 360 28.3 1 29.9 1 31.6 33.3 5 12 11 10 9 8 / 6 5 4 3 2 I 12 II IU y B / 6 5 4 3 2 1 JEFFREY C.FR,�1 TIIPIE.-TO 14- IfP�Q0�6 .�'1 H I" I/0•0 ALUM,POP RNETS 17YPI A GEAR PIAIE GR ALUMINUM ROOD BnCK MOIOR BRACKET `}• s097Q •t'�' ROLL FORM.0417'AII1M. p/ ie OP ENIRY 'ELr qru v.f.•[.r # r Yet% 1:`/.>':1�'•::.�. h -/r�' Y RAiL GUIDE ^7O O ATeV .y,,:`,<.}�1}}'may.lf'�')` x ;,j,>:. �<: p' LrA,• 4DL RAIL %O� o? J05. .ti l„ 7`<'f\2'f' r✓,..ti, ti Gil /� `�•�( /,}\„`'<.��\•, Tr7•r l/N'ANGIFAIlA C11FU '0 f' r, �ti:•: �' `c nr2A o.c.MAK.- Z GEAR OR . i? .,,', G "< •�y "v r' J\�.} M. / �- IUBUTAR 11 11 MOSOR F/I 11r G '�' �'< '�' ti�'k ,'�(` 1/B".1 ALU POP RIVETS IIYT'l N OL 't' <J'r t ocry oerm ALUMINUM BOX i •:1c%��`{,:>. S; i >;;,�},'`�\.,, EELORALUM.IUBE COVER STYLES SI rf� IDLE EL4wn OR IOmm y,B' L ,•:..�.,.- %/ lj: 11�[r >••:`yy)) ILEA rLAIE'OR yl`{•�.'\:.\}?} 1���.:�%•.••` \):�li,`''> IDLER 5UrrOR1 p��S1A'iDARD '^ '�'-�,};}'}�">'}: `�,a �'�;`'•l'\ aDlu5:A5:.nvrn .� UP TO 100 LBS SCREEN WEIGHT WITH: A-10lA-CAST SIDE PLAIE i'� ��%'l ''yy <,. }. >;';:: r.r}• —IJ15/16-TAPCON OR vih,' X"• •}'�.�.lr,i•i X,}� / � y /VIOx J/A-IEkS IYP i W ?i.1} .lam I I i (311/4'Nxl'SMS bard ;(�`/;!<'•''Y•!};i% 1• <` TOP ENIRY % �_ALUMINUM HOOD FRONI ' .l (•/}�r ROLL FORM.Mr ALUM. F w /xa; �/��,i);.: 7 •'��t•.`" i\ P,nu rviDr 510E RAIL ►/� 9' h' r,1J: ry htij { '1��<7Y1, fti V eIDxJ/A IEks lYr V J yax F %i��:i. \:}, i,• i. ,. {'•')' i SCREEN l hl/•` IV/ UP TO 350 LBS SCREEN WEIGHT WIIH: v Y}:h<�\'.f,`%y4-• /,•.!y),�',r <,r, �/ BOTIOM BAP. I Z 1611/A'IDxI"SEAS A - �`PlAS11C IRACr.GUIDE `/ (n 360•MAX.SFAN WLDM I I LLi w �V E ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL ROLL-UP SCREEN SINGLE PANEL-ELEVATION � D 55 E ROIL-UP SCRFENINSIALLAIk7N-N.IS. UP T0200 LEIS SCREEN WEIGHT WITH: u1.TYPICAL SINGIFSPAN TIP TO IA'-0'IIISIAIIAIICN.N.IS. (AI S/16`Q TAPCONS OR O �. IAJ 11'OXI'SMS S OZ y l 0 K Z N Q lV < D T— V� Xr k 1 ,K ��r MOUNTING BRACKET SHAPES Q ` z_ D l•y / ROLL•UP5CREENWSTAUAIIOIAS•N.T.S. 3 %S� �Cy .�y{{'X X. y`C % .Y v 15C w <'1• x. g r-nLU1A,MULIIUN .-BUIID•1N OR BUILD OUT rEkISUNG STRUCTURE O a 1 ` g. hS'r ��7,')_Imo , 11�);t ✓� o u 0 0 91 w� ♦� '}„ I '��,�'<•<'�} {. ) x' j, �tiS[C BPACEOIENEIER SCP.CDtAEUti SEE BF.ACCEI FASiLYEB SCHEDVLE IX3�' r ' �'%•'4 �/� !)�- '` }' } i foi%ASIE'iEa 51I'ANJ OV.Nifr— t,E'f0!fAS1EUEv i��A.;�.'t v r•✓ -•<,, y, ?" —_— - s:EANDOVAn11n = B 'w�y<h l Xy ` XC 3' B 1 (�� y / z ,, / .;,/•{\r4:? k :, Y Xl'�,; Y �'. "-------'--'- ---•------•_-• •---'----•----- MOUNTING BRACKET MOUNING BRACKET MOUNTING BRACKET Z W o C 35L"IAAY.,SPAN\YIDIII (SEE DETAIL THIS SHEET( (SEE DETAIL 1111S SHEETI (SEE DETAIL THIS SHEET( ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION APPROVED INIIRaiHLA lO MUNION REQUIRED IOR INSTA"TION•N.I.S. MOUNTING BRACKET INSTALLATION A ROLL-UP SCREEN-N.T.S. A 6 12 1I 10 y 8 / 6 5 4 3 2 1 12 II IU Y F! % 6 5 4 3 2 1 INSTALL THE APPROPRIATE ANCHORS TO THE GIVEN JEFFREY C.FRIANT,P.E. SUMIRA1E E'7/'O.C.(IYI'.I.HEAD BOX ANCHORS Te 7'K I/r INSIALL APPROPRIATE ANCHORS 1FASD"SELF-TAPPLNG EACI END RP" J 71,1TIlle///''r' ARE NOT REQUIRED FOR SIRUCIURAL SUPPORT OF CONONUOUS AS NEEDED IO PREVENT I LOUSING /'- SYSTEM AND THEREFORE OO NOS FOI LOW THE ANCI TOR l FROMSAGGiNG. TUBE BUILD OUT HEADER / AND 71'O.C.(IYPI FABRIC ATTACHED PER �•P v ALUMINUM ANGLE SfE SNEEI BTOR NRE OPTIONS / MANUFACTURERS H TABLE SCHCDIIIE. r' �pR7 \ T.Te 1/e-CONTINUOUS SPECIFICATIONS. �, "� '0 ' i _ "'•; •. ` ALUAUNUAI ANGLE I � O•GO97 '•� SUITABLE SUBSTRATES •�' r••�•• 1 r r '. La �r•i-HOxwM•.t.StM4 :,N= INCLUDE CONCRETE. /•' ••'1 •'•• �•'' yt'ir�•�— —I ' ��•C $T j� ' CONCRETEDLLEDCMU. / , �'• { ' INSGII THE / :ED ('.ROUT/IIIFD BLOCK,— / / APPROPRIATE .. / •[[v,-Qb`�: AWMINUM,51[CL. / HOLLOW BLOCK. / '// ANCHOR$10 THE AND WOOD. / /; GIVEN SUBSTRATE PER G THE ANCHOR TABLES. •/ I '''' /If ISSSA Ia FABRIC AIIACHEU PER MANUFACTURER'S - / / � HOUSING SITE V/.RILES WITH ROIL / SPFGfICAlIONS. ME/// / / DIAMETER ROLLNGMECIIANSM MAYALSO B:"IBDDEN OR �/�U11ABlE SUBSTRATES v NCWDE CONCRETE. —� MOUNTED IN EAVE OR SOFf11 f C� f'.ONCRElE FRLED'0C` / I GROUT FlLLED BLOCK. HOLLOW BLOCK. F nN0 WOOD. V J - ---SIDETRACK GUIDE LOCATION HOUSING SIZE VARIES WITH ROLL /1 DIAMETER.ROLUN17 NECIIAMS.M A Y ALSO BE HIDDEN OR % / > • , `�`SIOE IRgCK GUIDE LOCATION MOIINfEDWFAVF ORSOFIIi j/� ROIL-UP FABRIC OP.SCREEN — >� ASIDE RAIL ATIACBID PER N m E /7•eTel/8'AIIIM.IIYP1-:/ /' APPROPRIATE ANCHOR TABLE. W �RDLI•UP SCREEN VERTICAL 3'.1VARYING DEPTH]BUILD OUT C� E If1'v 3ElF•tAPPING FAy1ENED PER ANCHOR SCHEDULE.OFFSET N ,w SIDE RAIL ATTACHED PER SMS 2 PER lEG TYP X `�� // — 11 ( 1 BUBD-OIII ANCHOR LOCAIION57'IOAIlOW d' LL O SUIIABLF SUBSTRATES / APPROPRIAI[ANCHOR TABLE. :f OPABOITOM / SIDE RAIL TO BE MOUNTED PER THE = h CON CONCRETE. //� / iri 8 PUBl6HED ANC/TOR SCHEDULE. Q ('.ONCRFTFFIIIFD EMU. /// _ {y! W s GROUT IIIIEO BLOCK.—//`//j/j/, •�'� ¢ _Z 3 > ice•) ?� ALUMINUM,STEEL. // N �.• . \_ROLI•UP SCREEN BOTTOM BAR Z NOLLOUW BLOCK / \ .•,•' WITH OPTIONAL SEAL INSERT. a p AND WOOD. / SCREEN-IIOM BAR -TALI THE APPROPRIATE nNG10RS TO THE �•A C� -' N 0 R < Z p / / // ��-BOTTOM BAR SEAL GWEN SUBSTRATE PER THE ANCHOR TABLES. '}., ��Ol�'IIONAI�IUM.gNGIE SBI Q co a Z p J / •O 3 CONCRETE SHOWN.OTHER SUITABLE SUBSIP.AIES L:THICK ALUM.TUBE V) w • �•• BUILD-0UI SILL. I/1'03ELFUPPING NCWDF CONERFIE TRIED C/AU.GROUT FILLED BLOCK.. ll.SEE _ �,•. SMS:d71'O.C.(IYPJ rV-• r .. IIOILOW BLOCK,ALUMINUM.STEEL.AND WOOD. SHFETB FOR TUBE � ..v� ,-•A:••.. '•' OPTIONS. U 3.73D' F. 0 LI ♦—� �1 P.OIL-UP SOI.:R/BUG SCREEN BUILDOUI OPTION E'"' C p,71yp• 0.19q' \ , �OLI-BP SOLAR/6UG SCREEN E E/) o. C _ \ I ri1.L. ![CtONVKw rll;. S'SICN,Kn Lu \ I® v o W o �Foo � SIDE RAIL TOP ENTRY GUIDE W/SCREV P-LAS11C 313/E"BUIIO.OUT SIDE RAIL WITH SNAP IN COVER fd i>o a 6 r:q. 1LfJIG:vUN d N.rl !Ern'n tvr i O L9 io 0.78T O G!1 B "1—t" _ �i 6 m B I+ aaw �S J.75FY 1./65, �� B.7p(1• B.I 13' I 0.709' appm o.675' 3 - / 1.078' O.T-tloo i 3 � c t- / I S 141101101AIA111 75' �BEQUREDO'kVFORhL IOr ROIU]G STSI'AS.II ISIrALOKAPTACC[li n0:[COVF:/D NARDI'lARFACCESS CLOSED I DPTOS lFORAIANUAIIY A •rnh•JUP VIlNTCrI{ilel wIM SNAPIIiCOvE:ItYPI OPERATED SYSTEMS. I3775' _,�1_0.7 A S SIDE RAIL WITH SNAP IN BUTTONS SIDE RAII'NI1M SHAP VER 7 SLIDE TRACK ( B ROLBAR (91 BOTTOM BAR TRACK GARDE(PLASTIC) y NI3. CI DNVEv! C A N73. 1LCIUIY'• 6 ILLS. yE[rR/MX 6 II.IS S[CIO ;W 6 NfS. TFCIuv T.. 12 II 10 Y B / 6�t � --12 � _-� - 11 10 9 B 7 6 5 4 3 2 1 SUITABLE SUBSTRATES INCLUDE SUITABLE SUBSTRATES INCLUDE SURMBLE SUBSTRATES INCLUDE JEFFREYIC F 11AQ11?E. CONCRETE GROUT FILLED BLOCK. CONCRETE.GROUT FILLED BLOCK. CONCRETE,GROUT FILLED BLOCK. B IgPip CONCRETE FILLED CEdU.ALUMINUM. CONCRETE FILLED CMU.ALUMINUM SEE TABLES FOR APPROPRIATE CONCRETE M.FILLED CMU,ALUMINUM `p -•�iQ,,((����i --L\ •' 'IJ•�y HOLLOW BLOCK A14CHOR AND SPACING STEELAND WOOD. HOLLOW BLOCK.STEEL AND WOOD. \ HOLLOW BLOCK.STEEL AND WOOD. `-`�� S;•, H SEE TABLES FOR APPROPRIATE SEE FABLES FOR APPROPRIATE APPROVED 3/d"BUILL7.OUTSIDE SEE TABLES FOR APPROPRIATE 1.�• O QI. � ANCHOR AND SPACING ANCHOR AND SPACING RAIL PER DETAILS OIJ SHEET 7 ANCHOR AND SPACING (130974 APPROVED SIDERAIL APPROVED 3/4'BUILD-OUTSIDE \ -r`� APPROVED 3/d- OUT SIDE - + PER DETAILS ON SHEET 7 I RAIL PER DETAILS ON SHEET 7� \\1 1 `�! RAIL PER DETAILS ON SHEET 7TLA - 1 ^Q 1 L -•+alnbwTlrtH oacavu re.ttn = IS a tad ' •• SUITABLE SUBSTRATES INCLUDE • `' CONCRETE.GROUT FILLED BLOCK. •- '� •1 • • A •• CONCRETE FILLED CMU.ALUMINUM, V J p HOLLOW BLOCK,STEEL AND WOOD. ' MOUNT-SECTIO %WALL MOUNT-eECj)�N WA MQI�T-SECTION �.. `�" i lff:UlS'UE n'AI•ulste1141-aECIUl1.1-Itl\ Lr,l,J•iLOLPOUI SIDE RAIL FLiAllA710/I(OPIQ!!'JI-N,IS. F L3 J.:eu4D out SDE RAn ncuuAlnN wvaoll,L N•1=, �wOUNT-SECTION O`F= d D/.bJ46CU151D"c RML RiS1ALtAIA71110P110:l JI-II.TS. V■ �`d� F ` OFFSET R SHQIEITYP) III (OFFS ET FROM DRII• � I/d-Ia DRIL-FLE%I1YP) (SEE ANCHOR TABLES UZ ' FOR SPACING) 114•14 DRit•FLE%ITYP) ' g LSEEANCHORTABLES SEE TABLES FOR APPROPRIATE SEF ANCHOR TABLES IUBk UPIIONSI1y APPROVED MULLION =ANCHOR AND SPACING * FOR APPROPRIATE— FOR SPACING) � co ANCHO.RANDSPACING \ 7"xC I'.]' ) w z E 3'.d a"x S" 1 r ^_ E ."xf � ' ,TOTE: a�. i .' , •• IAVU:OIISFOY � W $ TUBE 011*1 L uUIPLEIAut V) « LL Iiai rx4'rxr / '- INSIAILAIIDNSSNALL •% 3'a L'rx3• •'F , NAVE APPPOVAL FOR O I a h "- • d'.A'3'x]' " IMLSTYPEOF SMUt1EP. 1/f--1d DRILL•FLE%IINPI W a7 w S A11011 OPT KY;S SYSTEM Y.3".= i-ISEE TABLES FOR Z 2 Lr a W y SPACING) fu y SEE TABLES FOR APPROPRIATE rx ClY i o. m O p ANCHOR AND SPACING :•,_ •• •• •• N n 6 z S/✓CO ACCES Q q 17: z D •''• HOLE(TYPI SEE TABLES FOR APPROPRIATE d W VpU ANCHOR AND SPACING V) y (S aOELa.IALLAw1II6pFI a1�:.EC.� T�aN �BUILO-IN MOUNT-SECTION J sroev4xaslALLAuoNIOFuwFs1•aL;• �FOR,ti sc�ErcaMI�nN1roIEaCThON FFlEP IO Fl_yl)41 l"x T x 1/B-RETENTION ANGLE f bL `(FULL LENGTH OF SCREEN OPTIONAL) B O O - / C 7 �--REMOVABLE FASTENER 1"x7'x 1/9" 7 / % _ —'• •• rRETENT(ONANGLE SIDERAIL C tm SIDE RAIL Lll �i �✓� TIP � `-SIDERAIL •' - REMOVABLE I"x 1-I/Tx 1/8" 0 E _- •,' FASTENER RLRq\\\�\\lam SG r, B RETENTION ANGLE Z z a 1'x I.1/Tx I/LT' ��' ••A••.. �_i ASIDE RAIL REiEMION ANGLE / RFMOVABI F. / cE / REMOVABLE FASTENER) FASTENER IS 3 3 C)RETENTION ANGLE-DETAIL /y RETENTION ANGLE SECTION RETENTION ANGLE-DETAIL I RETENTION ANGLE-SECTION z o W F SDERAI_ItiS1AlIA1'ON IOPix)II 11-II.i.S SIDERAIL C:SIALLAiIDN IDPIIDN II•II,TS. YD=P.Allx151ALlA1KJN '•y - IOPIYJN II.IIJS. �9DE RA4 PISIAItAI�ON IOP70!121•N.1,S. � 0 t7� NOTE:THE RETENTION ANGLES ARE NOT REQUIRED W HERE 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. 8 A 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 Lpuuquu/+JJ ! SEE TABLES FOR APPROPRIATE `4 ;•` a"••. NT''., ANCHOR AND SPACING ` f f,.,•.A. H SEE GROMMET AND STRAP SYSTEMS 7.41 SLIDE 1 •L J I S b94 H'•;!^ FOR ALTERNATIVE ATTACHMENTS ITYPI�`�` 9 JRACK— F{.. X. SUDETP.ACK1 .TEtr,_+ ' xt t �� aygaaTUlaasb ?, .. ,/•'?' X. , F\ ).` 'Y' r^ ,. •, �7r+J1 TULLEµ G y.x \ v:�.Jy 46 1 xl t ';� X ,-'}\}\ "N', >y;f+( :: x:.� 'X i.",� �J I..x I-I/Txl/B"-i� RETENTION ANGLE ,I G f`(., XX � -r^.'.,7��:•}.�}� .L_- yJ�>,T�: �X X J' RETENTION ANGLE / / S E W r ti`` '.e �"1 �`C\, K Ea • r!:\k.•"�.X Y JJ((X'.;�• �):;,} X. fXJ�t<Y„\i'�.n \l / REMOVABLE-� -- -1`' -- ��o T'� �"•h^ '?y�. ^' ♦ " REMOVABLE FASTENER-' / v }y^CY\h> T ,ij �%. v ,'Xti FASTENER ,_ "'^ ;:J.<i \{? '.} }`'?�^Y cC?}�> % x1x. RETENTION ANGLE-DETAIL(OPTIONAL) RETENTION ANGLE-SECTION(OPTIONAL) W' r''i.''/.l'`r'hXY.' '\, F",n>:}r: \ �•,' F, j'X \'�51'DeIDM:+:InSLdNAr47110P1iD•ULllic. Z :u7[iRACCRrGLAVOH.r+.iS 'J, �, NOTE:THE REIENIIONANGLES ARE NOT y-^ F .: - 1�,,l'}1..�i`��'j!)y�'��,h! �,.�. '��r�}y � �• •. a REQUIRES ARD WHERE THE SLIDE SCREEN 1RACK L" F <' 1f y�nT�}•Y{X\ y , X\/,j., ENDE AGAINST THE EXISTING STRUCTURE. X,.{)':•!.{�?.,".`•''}C:C j.:{�` i`} :yX _SPRING PIN, I' ScE NOTE I v x SLIDE S�@FFLI SINGLE PANEL-rl PVATION �I /- SUDEIRACK Z = 30>:Si4O AlTA°,r+fll:�E51.✓.N OR�Ca':Orf..tl l•ilAl+AfrON-SU,IE ILLS. �0� u � SLIDE SCREEN SINGLE�ANEL_ELEVATION NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN r, T V7 L r•i=rm+n.r_-+uR•vE'll�•L:ur•ouxa:uia+slx1.+11oN-rus. THE SHORT DIMENSION BEWTEEN FASTENERS. I J w - E E I �' ` cn _ & O W LL SLIDE TRACK--- Q 0 Q o x ti� 7`11DIUSIABLE RETENTION - -1,T/- —_ —SPRWG PIN Z 3 LA 4.6 PLUG.SEE NOTE' B 3 NEO -_-,,STAINLESS ADJUSTABLE PLUG W/BRASS FITTING / STAINLESS STEEL SPRING PIN o m z D rSIDE CRAG:++SiAI+Ai101110Pi1011?IIl.l.i. �JSL4^E IRACr.915tALLAIIOr+IOPfOIJ]I-11.?_. A Q 0 SUITABLE ROUT.FILLED INCLUDE 5/6'0 ACCESS HOLE iYP �l z D �"}:''�' �`.• l.�� "' �i CONCRETE.GROUT FILLED BLOCK. ?':•`•'�•): V�y! - 10 SEI FPOM DRILFLEXI'-' ^C is X; x' {r'r,.,Xk >'X. ?', X CONCRETE FRIED CIVIL,ALUMINUM. NOJ:E':ANY MECHANICAL OR POSITIVE LOCKING w• /✓; ,,ff t'�,�;, );, 1 114.14 DRIIJLEX II1PI Ln XC - }•;\vr`!•' X}` �}? r� f HOLLOW BLOCK.STEEL.AND WOOD. + DEVICE MAY BE USED IN LIEU OF THE PLUG OR = r'NY^h>��''{`} SPRING PIN SHOWN IN THIS DETAIL AT TOP OR 1.SEF AFORSP CARIES r;1.r.. fORSPACING G X',j:.� '�.•.�"r X/Y SEE TABLES FOR APPROPRIATE I� y/`+> kY.•�,`� 1::XlyrQ: ^�,,:;,}.• BOTTOM TO HOLD FABRIC INSIDE TRACK. �JY{•. � ANCHOP..SPACING.AND, ` ; ,�X� �;,- EDGE DISTANCE. C )` ,' `!± �,(T'r�N,{\�)�.',i�%X,l,j•� F / t 1/e-14 ORIL•FLEX ITYP) I/B'OR I/4`WALL THICKNESS ' 'J C )X �iC,}`^?J' `?��iX�t v,/} (SEE ANCHOR TABLES (SEESIIOETRACK MOUNT TABLES ON 1•Aq• w X } K�:<Y\``i�. t :+, >' JZ t'�y I ,'i FOR SPACING) SHEET 9 FOP.THICKNESS) 7+I d Lu N o F p `X� �, 3•x4• 7K3' Q v` mod' OLD+ Y'rY, � yY(� 'ix JE T\X` ' kv / - C p Se B w w w w w w wA •, IUBE OPTIONS ,• L,, V �✓ z o B \ •.:isPOLu+E;OR SIRAP S.STE'S 7'.4'T.T • '3- N� J'Y4'7-x3' ��yy mA��.,m . ^J C2 `(?PA.n„N,1f::IF DN:+.SIIYPi , .. [_-J ,•aamiayptak in ANGLE OPTIONS '. •\', •' S' +' 4 Z ti ¢ C EASY SCREEN SINGLE PANEL-ELEVATION " � - j(' Tx3 SEE TABLES FORAPPROPRIAIE\ A Cie °s SEE TABLES FOR APPROPRIATE 11PK;A,2S02DAT1ACn14E1$T.'VENJC4L0PIICP110r1T-1 JISTAUA110:I.1:.IS. ANCHOR.SPACING.AND- ANCHOR.SPACING,AND. 0 FCGE DISTANCE.' [DG[ GACE.' e NT-SECTION A WSMN =s/BmAccEss HOLE(IYP) A `e BUILD-INMOUNT-SECTION (7-,BUILD-OUT MOUNT-SECTION 9 \.r)SLOE IRACr.I.•BIA11.001110PiW:171•I1.IS. $UDE iRAC1R+ilALlAil0tll0>I ON 31-10.5. 12 11 10 9 R 7 6 5 4 3 2 1 u n m , u / 6 x 4 x z * SEE SLIDE AND STRAP SYSTEFAS_ IE GROW FILED MCCL. XXI OR X. 01. F � �x�! Eli ===����^ � s GROMMET SCREEN SINGLE PANEL ELEVATION E ---'-----' '---R 11OP170-11A-------'-- LAT o o � -- ' c xv CONONREhIOVAILEW o "~.~. ���,�.� �°""°"==�_�"~ o \BUILD-IN MOUNT-SECTION - _ `~ -__-_--__ --- 38'-6MAX SINGLE PANEL LENGTH ITYPI E PANEL LENGTH(lYPI GROMMET SCREEN MULTIPLE PANEL ELEVATION GROMMET SCREEN MULTIPLE PANEL ELEVATION " -_-__-__' -_ALOP__--141&1_ ^ u n m , o / * ^ " x x / � | i /x n m v o , 6 o 4 » 2 x 0.31S UAW '�;O 3tj 2. 974 � ~~~~ LED BUILD-OUT T"TRACK STANDARD T"TRACK STUDDED ANGLED TRACK p �6063-T^^LU°INU"-"u ZIPPER KEYNOTES A. 63'ROWS STITCHING EACH SIDE Lu ml> F ZIPPER(THREAD:138 DENIER Eli E C. 2"WIDE SEAT BELT WEBBING WITH E B. ANY SPRIN STRUCTURAL EDGE HEM.VARIES BY 0:D cz� EET � E. Z'WIDESEAT��BBINsW/ BOX STITCH. > ' c tPLA';lRROVED FOR UP TO 6OPSF MAXIMUM. Ll) 2. MUST BE INSTALLED IN SPAN DIRECTION. 3. SHALL NOT PENETRATE HEMS. uj `� ---- --_— __ » IE Ifto ^ SLIDE TRACK SLOT DETAIL 1l ^ | u // m , u ' ^ o * u z/ / | | 12 II ID 4 B 7 6 5 4 3 2 1 JEFFREYP BOX STITCH COIJFIGURA*ION •�� `�'.F qN�� MAY CHANGE.BUT MUST J•'�� HAVE THESAME OR GREATER H LINEAR INCHES OF STITCH. _ rNON-SIRUCIIIRAI SEE GROMMETAND STRAP SYSTEMS L12 O - _FLAP(01=IIONA(j. C FOR ALTERNATIVE ATTACHMENTS(TYPI '� BFLA IO FLAP NALIL - T` -•� rBUCKLE mE >.,):-`h �i:;.:r,'`l \ jn?\'X.<�1 ;�.,ti 1. 'Xn �'i�iC� k.0 L9 w��•(VV�� Rv �,. ti �v:•., :.X, }�,Y,ny�;;; �. �,• x\. x %>,,` C X X'?;�;\�\,?.)C�y\Y"I )�n� � • , ' .i `/ N {{I,,{F•`G��` �I GIIE 1 x,<,K, Fr X }(X'�h<�,( `12. - ~ X� (? C�. 'Y Y �r y ' !S> h Y�n1l`` I x ' J'LC'' k� X�C. 12' L �I > '< - ADJUSTABLE_ I 5 \-'r ' �Yy' \^/ \\ '�� 'S / x FIXED - / \,>'y,' .�, ��(;/Y I{ TRAP BUCKLE 'I x�v`\RIE r, ' \i' Y� x '1."'� Y ',tZ I STRAP/ �, l _nE LOOP,. Y.?'_'{ rryxY,y. X>� K7iX�'. Ka^� r, x /^ < Yr�r'„ ` y "<. r ` CC Y ADJUSTABLE STRAP/BUCKLE-DETAIL , FIXED STRAP/LOOP-DETAIL �?= �>'j.!\;i �• �n�,\ �'l 'r- T � -� � I`J eJ0':il"'L'ClIR4Ll<LAP CPii�tlAll•II:S I ,A .• 'X .Y ' i HCtJ.51RUGUaAt fuf lorn.9!gll-n.LS. '.",_ ,?\,; XJ, la` :t v'•�, > WRAPAROUND II; k ,< hn Xhl. :< X >..��:�, ,.!> x.-%<X'X ?. X7'.,•.'xl.-;` STRAP ITYPJ 317'1AAX SPANWIDIH \M1...Ab1USIA0ll 317•MAY.5I1AN-WIDIFI N E venrprrl < N u STRAP SCREEN SINGLE PANEL_ELEVATION_ STRAP A SCREEN SINGLE PANEL L OR tM1-ELEVA� E F xON I , W J IYPCRi�.<'1.n if f 41E:.1.VFt1;Al ORi�Jf401 dii uililA O:.i1.1.S. HOIE:FOR X SIDED ATTACIPAENT THE SPAN IS IN EXISTING x' O IIIE SHORT DIMENSION BEWEEN FASTENERS. COLUMN m rWL 2 IY-ANY. i-d\1 12) OVERLAP O i'k Y.— > }�•K Y4•--. ` �. n s,` O N -< Z D 7> r! �j?'�;�� �� '1.',Yl ?•;:•^�..Y"'' , ! r'S�'X; x' %''SC < '�Cx I u rk� fix\ Ch I x x Y -- n �� —COLUMN MOUNT-DETAIL N C �' X� Y X ? N X �?/evw.mJ;mA�an au.r_In lvRfvuAH•u.ia. C Xado x I •Y;(•�h>/x>� r a1 r.'{ .T, >t�y�',•,J`; I �y ,4 X o.loD' ' � L'.S z II'�•;x ,jC M17 / > I x YXn ! NL��m B 1. y--- -—- r �i�; .�Y Yy ��'i. Y a.00r x z o B ! ��a6 3EF-6"MAX SINGLE PANEL LENGTH(TYPI 35-6"MAX 5114GLE PANEL LENGTH(TYPI H C o s UNLMIED NON-SPAN LENGTH I UNLLMIIED NON-SPAN LENGTH ,10.310' ce ce N W N STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION o375 BEND UNE 1 o.sso-- �TI o.Tso� o.Tso -'' lair`$.SCREEII '/ERIICaI DR IIC:ITOliial ft$IAItAIICiI-11.1,$, O�iICNAI COIVMN A iIACHMEIIf•'IERI'CAL OP FORI:Ct1141 l'SIAIIATIC�•H.1,5. A STRAP BRACKET ^ A &)a$iNNLES$SIEEI-Ills, 1 12 11 10 Y 8 / 6 S 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 1 OPTtONAI FLAP JEFFREY 1ttRLN6 u?,E/ (WHEN REQUIRED PER- FI%ED OR GENERAL NOTE-11 ' ADJUSTA STRAP BRACKET WITH '••��A�� STABLE EXTERIOR FACE-1 \ -12)1/d'OR 5/16"TAPCpN(1YPI E rj H , 1 \STRAP / ISEEFASIENERTABLESFORSPACINGI EXISIINGSTRUCTURE(TYPI \,•% I '•yam / OPTIONAL FLAP SUITABLE SUBSTRATES INCLUDE N / (WHENRTIONA FLAP CONCRETE.GROUT FILLED BLOCK— REFER 10 FASTENER _ 0'TO 30' GENEEQUIRE PER CONCRETE FILLED CMU.HOLLOW BLOCK 1 TABLESrORIDOPSPACRIG �$�.,,'phv'i W MO:Geut P.4 STxI — I ALUMINUM.STEEL AND WOOD. 6'1AX-, 0 -- EX TERIOR FACE Y, ~ -.0�-• 1/4"MAX.GAP p �{ .Cn\�4�•; j F.�. NOTE:CAN BE ATTACHED 0'TO 30' ee G TO EXTERIOR OR r - 1 11111 INTERIOR FACE K X rL G • FIXED OR ADJUSTABLE STRAP- STRAP BRACKET WITH �` .• 1._ kX M • iL,/-s--_ 1211/4-CRS/16"TAPCONITYPI-:' •• �1 - ' (SEE FASIENEP,TABLES FOR SPACINGI -(•'-ALTERNATE FIXED STRAP/LOOP DETAIL ='- — OUTSIDEMOUNT-SECTION 4 31RBCTURALATTACIIMENIIORIOOP-N.T.S.: mg �'•-�+STRAP BRACKET INSIMLAIION(OPTION II-N.IS. ��INSIDE MOUNT-SECTION III Rows STITCHING A BOX SRICH u1r F PLAN VIEW DETAIL rA /51RAP URACKET WSIALLAIION 101-TION 21-N.I.S. V■ .�'= F OPTIONAL FLAP KAN VIEW DETAIL 111 (WHEN REQUIRED PER.- 1/7'.307EAP.TH ANCHOR I GENERAL NOTE n71 1 FIXED OR W/WELDED CENTER EYE—,, U 'e EXTERIOR FACE ADJUSTABLE LAG EYE BOLT IN WOOD ITYPI INSERT IN CONC.OR FILLED CMU 8 4'HELIX p 4'DIA.x 6'SCH.40 PVC IIYPI Z \ l �LAG EYE 7' — _ • /_- / (SEE FASTENER TABLES FOR SPACINGI I 1 11- ETHE III II la p I I-^�—�I En %• OPTIONAL FLAP [f _ _ _ 0"T030' r IWHEN REQUIRED PER :II—I II- _I-I�—III-1 III-111 w E ; GET4ERAL NOTE F„� 11 EI I I 1=1 11-11 11-I I El I �_ E EXTERIOR FACE11=1 I I I I-I I I-111-1 I I I I I-i I I i 7"tm GAP •• I III-I III-III-III I-III=1 � LL P[NF,g6,Lnr+ _^.• r 'I I�I I i- I1=1 I I-1 I1=1 I I I I1=1 I I 30.6 li I o'To3o : •� III-1 I11GI101I -I11=I1 w Z = y I I-III 1:11 1I 1- I=1 I I I 11=1I I f P _W NOTE:CAN BE ATTACHED '• ,•\' FIXED OR ADJUSTABIE S1Rl.P� I• •• ', 1 1 I— —III-111-- I—I I=11 ~ Jp tea• o' O TO EXTERIOR OR _ 4 _ w OZ 11-1111 I-1 I la _111-1I I- D INTERIOR FACE '' -HATCHING THREADED INSERT IN CONC.OR FILLED CMU •• ,• I coa Z D LAG EYE BOIT IN WOOD(IYP)J 1- 11— -1I�-111-111 I—'111 I-111 (SEE FASTENER TABLES FOR SPACING I `�� I 111�11111=11=1 1 1=1 11=�- INSIDE MOUNT-SECTION DEARTH ANCHOR DETAIL 1�•OUTSIDEMOUNT-SECTION 6'EYEBOlI1NS1AllAl10N(OPIION41•N.1.S, fARIHANCIIORWSfALURON•N.IS. Q U -':! FYF POII UJSTAIIAIION 1OPI1ON 2)•N.I.S. PLAN VIEW DETAIL SOIL CLASS xA MEDdIM DENSE SAND O _-__MAN VIEW DETAIL POURED CONCRETE WOOD CONCRETE FILLED 8, to C MIN.3 KSI l GROUT FILLED CELLS HOLLOW BLOCK MIN S.G.2.551 REINFORCED CELLS C ANCHOR MIN.EDGE I MIN.EMB. MIN.EDGE MIN.EMB.j MIN.EDGE I MIN.EMB. MIN,EDGE MIN.EMB. MIN.EDGE MIN.EMB. 1 IX'TAPCON 3' 1 1.3 d" 3" 1-3/4" t 3' 1•I d' 3 4" 1.3 4" N/A N A 1/4-DROP IN 3.1 7' 1 1" 3-1 T' 1` I N/A I N/A N/A N A N/A N/A 3 8'OP.OP IN 4` I 1.9 1, 4` 1-9 16' 1 N A 1 NIA N/A N/A NIA NIA I T DROP IN 6" I 2" 7- 2" I N/A I NIA NIA N/A 6" 5.25' 14`CRELE-FLEX 2-1/7' 7' T 7' 1 2-1 7' 1 1-I 4" N/A NIA 6' 5.25 5116"U'Bacon(3515 PSII 1 3' 1 T' 2-I/7' 2-1/4' I 3-1/B" I-IN' 3/4" T 6" 5.25' O 3�fW I 3 B"LDl —T 3—� 2-1/2- 3` I-I T NIA ! NIA NIA N A 6" 5.25' _ z., B 3/B'"EPDXYANCHORS' I d' 3-3/9' 4" 3-3 4" IT 3-3 4' N/A N/A 6" 5.2sS. >Y, B I 3/8'HOILOW SET 4-I T I-1 2" N A NIA 4" I-I/4" N/A NIA NIA 14 A V 4d W 3 B"COmbOADC1IO/LAG 1 N A 1 NIA NIA N A N A I NIA 3 4" 2-I 7' NIA N 1 'CombOAnch r LA NIA I NA N NA N NA 34" 2-I NA NA a3z 14"PANELMATE INSERTS 3-1/7' 1 1-3/4" 3.1 2" 1.1/7' 1 3.1/2" I 1.1/4" 3 4" 1 4" NIA N A o W ag 14"PANELMATE FEMALE I 2-I 7' 1 1-3 4" 2-1 T' I-I B' I 21 T� 1-1 8' 3 4" 2" N A N Z Ly r N 1/4"PANELMATE MALE 1 2.1[2" I.3�_ 21/7 2•I 14'PANELMATE WAS 7' 1.3 4" 2-1 IT I.1 B" 2.1 7' I I-I 8" 3 4" 2' 1 NIA I N/A Q N W n 1/8"AIUM I/4"Aluminum 16GASled (MIN SS I •A .G.DA llowdble Epoxy bands BTYpes A ANCHOR MIN.EDGE_ MIN.EMB. MIN.EDGE MIN.E . I MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. lI Powen 1708 /1 1/4"SAMMY I 2" 31hreads 2' 31hreodt 2" 3lhreads 3/4" I.3/4' 2111W RedHead A7 `,{f __Ip'tEKS 2' 3lhreads T 31hr5wds 2' 3lhreads 12 1I 10 9 8 / 6 5 4 3 2 1 - - 12 --- 11 10 9 8 1 6 5 4 3 2 CONCRETE TABLES ,E`FR p 6f§�' hp- s Drop n 3/&'Drop In 1 4'Drop In H L Q SCREEN POURED CONCRETE SCREEN POURED CONCRETE L ! ()JIdH SPANS (MIN 3KSI SCREEN POURED CONCRETE _*' SPANS (MIN 3KSI) SPANS (MIN 3KSI] _ k UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO r,,;„o- •u ss i 4 c (inj (in) (in) ANCHOR SPACING INCHES 24 120 16 12 10 118 16 1 14 12 10 12 10 1 8 6 1 4 c u p 48 130 1 130 1 130 130 130- 48 I30 130 130 130 130 48 130 130 130 130 1 130 54 1301 130 130 1 130 130 54 130 130 130 130 130 54 0 130 130 130 130! 130 60___ 130 130 130 130 130 60 130 130 130 130 130 6 130 130 130 1301 130 G 66 130 130 1 130 j 130 _130_I 66___130 130 _I30 _130 13D 66 130_ 130 130 130 1 130 G 72 ( 130 130 1130 130 ]30 72 130 I1 130 130 130 130 72 130 130 130 130) 130 78 1 130 130 1 130 130 130 78 130 130 130 130 130 78 120 130 130 130 1 130 WE 84 130 130 1 130 130 130 84 130 130 130 1130 130 84 11 1 130 130 130 1130 '- 90 130 130 130 130 1 130 90 130 130 130 130 130 90 104 125 130 130 i 130 �� 96 130 130 1 130 130 1 130 ! 96 130 130 130 130 130 96 98 117 130 130 f 130 102 130 130 130 130 1 130 1 102 124 130 130 130 130 102 92 110 1130 130 1130 = 108 130 130 130 130 1 130' 108 117 130 130 130 130 108 1 87 104 130 130 1 130 y , F 114 126 130 130 130 1; 30 114 1 I 1 125 130 130 _130 114 82 99 123 130 1 130 N tZ R F 120 120 1130 130 130 130 120 105 119 130 130 f 130 120 78 94 1117 130 1130 126 1 114 1 130 130 130 130 126 100 113 129 130 1 130 126 74 89 I11 130 1 130 132 109 _130 130 130 1 130 1 132 1 96 108 123 130 130 132 I 71 85 1106 130 i 130 U 'O 138 104 125 130 130 1130 I 138 92 103 118 130 130 138 68 81 1 102 130 1 130 1Z 144 100 120 i 130 1 130 1 130 ; 144 1 88 99 113 1 130 1 1301 44 65 78 1 98 130 130 150 _96_.-1 15_.1 130 1 130 1 130 150 1 84 95 1108 126 1 130 150 62 75 94 125 1130 lNL E 156— 92___111 I.130 __130I 130._I 156 81 91 104 1221 130 156 60_ 72 90 120II 130 162 89 107 ( 130 1-30'I 130! 162 j 78 58 100 117 ) 130 162 38 69 87 1 16-I 130 E 168 1 86 103 1 129 130 1 130 168 1 75 85 1 97 113 1 130 168 56 67 84 111 1 130 h w W i 174 183__99 124 130 ! 130 1 174 1 73 82 93 109 i 130 174 54 65 81 108 330 ::) y o y LL 180 80 96 120 130 1 130 1 180 1 70 79 1 90 105 130 180 52 62 78 104 1 130 0 o 186 77 1 93 116 1301 130 186 1 68 76 1 87 1021 130 1 186 50 60 75 101 1 130 192 :_60 60 _60 60 1 60 192 60 74 60 60 1 60 192 49 59 60 60 60 Z w °� 198 1 60 1 60 ! 60 60_I 60 198 60 72 j 60_ 60 f 60 198 47 57 60 60_ 60 W o 0 m = 204 60 60 160 60 60 204 60 70 160 60 160 204 46 55 60 60 60 Q N 0 N a D 210 1 60 160 '60 60 60 210 60 68 1 60 60 1 60 210 45 53 60 60 1 60 C co 9 D 216 160 60 1 60 60 1 60 216 59 66 1 60 60 1 60 216 43 52 60 60 60 C 222 60 1 60 1 60 60 60 222 57 64 1 60 60 1 60 222 42 51 60 60 1 60 _ 228 60 1 60 1 60 1 60 60 228 55 62 60 60 1 60 228 41 49 60 60 60 u 234 60 1 60 1 60 60 60 234 54 61 60 60 1 60 234 40 48 60 60 60 0� u 240 60 1 60 ' 60 1 60 60 240 53 59 60 60 1 60 240 39 47 59 60 60 0 246 59 60 60 60 60 246 51 58 60 60 i 60 246 36 46 57 60 50 f- 252 57 60 ! 60 60 60 252 50 56 160 60 160 252 37 45 56 60 6D N C 258 56 1 60 60 1 60 60 258 49 55 1 60 60 1 60 258 36 44 54 60 60 C 264 55 1 60 60 1 60 60 264 48 54 60 60 1 60 264 35 43 53 60 1 60 w 270 53 1 60 t 60 1 60 60 270 47 53 1 60 60 160 270 35 42 52 60 60 ¢ a C o 1 276 52 ! 60 60 1 60 60 276 46 52 59 60 60 276 134 41 51 60 160 1 1 282 51 1 60 60 1 60 60 282 45 50 58 60 1 60 1 282 133 40 50 60 60 e e 0 288 50 60 60 1_ 60 60 1 288 44 49 1 56 60 1 60 288 33 39 49 60 60 z o 294 49 59 f 60 60 60 294 43 48 55_ 60 1 60_ 294 32 38 48 60 i 60 -"- 8 300 148 58 60 60 60 1 300 42 47 54 60 60 300 31 37 47 60 1 60 = w 3' B 306 147 56 60 60 60 306 41 46 153 60 60 306 31 37 46 60 1 60 U i z 312 46 1 55 60 60 60 312 41 46 152 60 160 312 30 36 45 60 60 s 318 45 54 60 6D 60 318 40 45 151 60 160 318 129 35 44 59 160 3 a N�ou 324 44 53 60 60 160 324 39 44 1 50 59 60 324 29 35 43 58 60 Z ,� 2 330 44 52 60 60 1 60 330 38 1 43 49 57 1 60 330 28 34 43 57 1 60 3 o c 43 51 ._ 60_ 60 160- 336 38_ 42 I 48 56 60 336 33 �42 56 160342 42 51 60 60 bo 342 37 42 ) 48 55 160 342 331 55 160 A 348 41 50 60 60 I1 60 348 36 41 47 54 160 348 - 320 54 1 60A 354 41 49 60 60 60 354 36 40 146 54 60 354 32 0 53 160 360 40 48 60 60 60 860 35 1 40 45 53 60 360 31 39 52 60 12 1I 10 9 8 / 6 5 4 3 2 1 12 II 10 9 8 7 6 5 4 3 2 ,gnPrrrnrgr JE RI T,1''r�/ CONCRETE TABLES �-3/9'T1RtFP ED ROD& 3/8"LDT ANCHOR 3/-88 LOW SPT Simpson I ; r �4H H ; s SCREEN POURED CONCRETE I * _ ,SCREEN POURED CONCRETE SPANS (MIN 3000 PSI) SCREEN POURED CONCRETE&GROUT FILLED i SPANS (MIN 3000 PSI) UP TO SPANS (MIN 3000 PSI) &T&'OF UP TO ANCHOR SPACING INCHES UP TO 6•. r ANCHOR SPACING INCHES (i�l in ANCHOR SPACING INCHES (in) 18 16 14 12 1 10 ( ) 24 1 22 1 20 1 18 12 48 130 130 130 130 1 130 18 16 14 12 10' / �N 48 130 1 130 1 130 1 130 130 - 54 1 30 130 130 30 130 48 130 130 130 130 130i 1 54 130 130 1 130 130 130 60 130 130 1 130 130 130 54 130 130 130 _130_ 130 G 60 1 130 130 130 130 130 66 130 130 1130 130 130 60 130 130 ) 130 ) 130 130 G 66 130 130 130 130 130 66 130 130 130 130 1 130 4 72 13011301130 130 130 z 1 72 1 130 130 1 130 130 1 130 72 1 130 130 130 130 130 1 78 130 1301130 130 130 �/►/S o 78 1 130 130 1 130 130 130 78 130 130 130 130 1 130 1%U) I 84 130 130 130 130 130 ; 84 130 130 ! 130 130 130 r— 84 130 130 130 130 130 p4 90 1130 130 130 130 130 `�' 1 90 130 130 1 130 130 130 90 1124 130 I30 I30 130 ( 96 _ 125 1130 130 130 130 96 130 130 130_ 130 _13D 96 117 130 130 130 130 Y ( 102 125 130 130 130 130 102 118 128 1 00 130 1130 102 110 124 130 130 130 F 114 112 126 130 130 130 108_. _111 121.__130__130 ,_130 114 1 112 126 1130 130 130 108 104 117 130 130 130 Yl 114 105 1115 126 130 1130 1 120 107 120 130 130 130 114 98 111 126 130 130 120 100 109 120 1 130 i 130 , = 120 93 105 120 130.,_ 130 126 95 104 1 14 1127 130 126 102 114 130 1 130 130 ______-__.--_...-.___._.--_ —__ ,a 132 91 99 109 1 121 130 132 97 109 125 130 130 126 89 100 114 130 130 U 732 I 85 95 109 127 130 Z > ,_138_._)_93 _104 119 1_30 130 - _ 138 1 87 95 104 1 116 130 138 I 81 91 104 122 130 m 1 144 1 83 91 100 111 130 144 89 100 114 130 130 144 78 88 100 117 130 N a 150___ 80 87_._96,_-107 ._130 150 85 96 1 10 128 130 150 1 75 84 96 112 130 W E - 156 82 92 105 123 130 156_____.72 81_ 92 _108 129 1 156 77 84 92 103 130_ 162 79 89 102 119 130 � G J E 168 69 78 89 100 124 I 162 74 81 189 99 130 I 168 76 86 98 114 130 � 168 67 I 75 86 100 120 i 174 71 78 186 95 130 �7q) 74 83 95 1 110 130 LL H 174 64 72 83 97 116 0 174 69 175 i 83 92 130 , o - 180 71 80 91 103 1.8 w `zy 180 67 73 80 89 130 - 180 62 I 70 80 93 1 8 Z } �, 186 69 77 88 103 124 186 60 68 77 90 108 - 186 65 70 77 86 129 -- z 192 60 160 _60 60_ 60 192 60 60 60 60 60 192 58- 60 60 63 60 0 198 60 60 60 60 60 0 R a z 198 60 1 60 60 60 60 798 57 60 60 60 60 m -o D -- - - �— 204 60 60 60 60 60 Q 204 59 60 60 -60 1 60 204 55 60 60 60 60 v z D 210 60 60 60 60 60 210 53 60 60 60 60 3 210 1 57 60 60 60 1 60 rr 216 56 60 60 60 160 2T6 59 60 60 60 60 _ N ( 216 52 _58 60 60_ 60 = 222 54 59 60 60 1 60 222 58 60 _60 1 60 60 222 50 57 60 60 60 u 228 56 60 60 1 60 60 228 49 55 60 60 60 u 228 153 57 60 60 1 60 234 55 60 60 60 60 234 48 54 60 60 60 234 151 55 60 60 60 _240._I 50 55 _60_-60 60 240 53 60 60 60 60 240 47 53 60 60 60 F. o 246 49 53 59 60 II 60 246 52 59 60 60 60 246 46 51 59 60 60 V) C 252 51 57 60 60 60 252 44 50 57 I 60 60 C 252 1 48 52 57 60 1 60 258 50 56 60 60 60 258 1 47 51 56 1 60 1 60 258 43 49 55 I 60 60 N c s f w; 264 45 50 55 60 60 264 148 55 60 60 60 ¢ <5 c W 264 42 48 55 60. 60 1 270 47 53 60 60 1 60 270 41 47 53 60 60 0 I 270 1 44 I 48 53 1 59 60 I 276 46_ 52 60 60 60 u_�_o 276 41 46 52 60 60 276 43 147 152 f 58 1 60 282 45 51 58 60 160 282 40 45 1 51 60 60 3 o a 282 43 46 51 i 57 160 1286 44 50 57 60 60 288 39 44 50 58 60 z= - _- 288 42 I 45 (_50,.1 56_1 60_ 1 294 44 49 56 60 60 294 38 43 1 49 57 60 x "---- g Lit: 41 145 149 54 ) 60 1 300 43 48 55_ 60 160 300 37 42 1 48 56 60 V 9 z o g 1 300 40 1 44 1 48 1 53 160 J 306 1 42 47 54 60 60 306 37 41 1 47 55 60 9'G o 306 39 43 47 52 60 312 41 46 53 60 60 312 36 40 1 46 54 60 312 38 42 1 46 51 60 N o ( 318 40_ 45 52 60 60 31B 35 40 't 45 53 60 Z o W ( 318 _ 38 41 45 50 60 1 1 324 40 44 51 59 160 324 35 39 1 44 52 60 " 324 37 40 44 49 60 4 2"a 330 39 44 50 58 60 330 34 38 44 51 60 H W 330 36 40 44 48 60 I 1 336 38 43 49 57 160 336 33 38 1 43 50 60 336 ._36 _39 43 48 60 342 37 42 48 56 160 342 33 37 42 49 59 A 342 35 38 42 47 60 , 348 37 41 47 55 60 348 32 36 1 41 48 58 A 348 134 38 41 46 60 354 36 41 46 54 6U 354 32 36 41 47 _ 57 354 1 34 37 41 45 60 360 36 40 1 46 1 53 160 360 31 3-� 40 47 56 360 1 33 36 1 40 44 60 12 1 1 10 Y 8 / 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 I1 JEFfREReC 1Z1 ��. i" ' CONCRETE TABLES d 1IN'PANELMATE INSERTS 114"PANELMATE FEMALE 1 114"PANELMATE MALE H ONs''•. h HH^'•• SCREENI POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE 1© � / "9j4 E i SPANS I (MIN 3KSI) SPANS )MIN 3KSI) SPANS )MIN 3KSI) = 1 UP TO UP TO UP TO I ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES 18 i 15 12 1 10 I 8 I 18 1 16 I 14 12 ! 10 1 18 16 1 14 I 12 10 = +( �0 •'��- 48_ 130. 130 130 130 1 130 1 48 1130 130 130 130 1130 48 130 130 130 1130 130 1 54 130 1 130 i 130 130 1 130 54 130 130 130 130 130 I 54 130 130 130 130 130 i I G 60 1 130 1 130 ! 130 130 1 130 I 60 130 130 130 130 1 130 I 60 130 130 130 130 130 66 130 1 130 1 130 1 130 130 66 130 1301 130 130 1 130 1 66 130 130 130 130 130 G 72 130 r130 1 130 130 130 72 121 130 130 130 130 72 130 130 130 130 130 �� �I 78 120 130 130 130 130 ! 78 1112 126 130 130 ! 130 78 126 130 130 130 130 �� "8 84 11I 130 1 130 130 130 84 104 117 130 130 1 130 1 84 117 130 130 130 130 2 90 104 1 1251 1301 130 130 90 97 1091 124 1301 130 90 109 123 1301 130 130 96 98 1 117 ! 130 _130 130 i_96 91 102 1l7 130 130 96 103 115 130 130 130 � 102 92 i 110 ! 130 130 130 102 85 96 110 128 130 102 96 109 124 130 130 ` z` , F 108 _ 87 1 104 t 130 130 130 108 81 91 104 121 130 108 91 103 117 130 130 1. n 114 82 ' 99 1 123 130 130 1 44 76 86 98 115 130 1 114 86 97 111 129 130 1 F 120 78 194 1 117 130 130 7120 73 182 ) 93 109 130 120 82 92 105 123 130 126 1 74 i 89 111 130 130 126 —69-7 78 • 89 104 124 1 126 78 88 100 117 130 U j 132 71 _85 106 128 1130 132 66 1 74 85 99 119 132 75 84 96 112 130 138_ 68 _81 _ 98 17 102 122 1.1_30_ _138 63 1_71 81 95 1 14 138 71 80 92 107 19A Z 144 _ > '1 65- 78 1 1 130 144 60 1 68 78 91 109 144 68 77 88 103 123 150 62 75 94 112 1 130 150 58 1 65 75 1 87 104 1 150 66 74 84 98 118 N 156 60 72 90 108 1 130 I 156 56 63 72 84 100 156 63 71 81 95 114 LU E 162 '58 69 87 1104 130 162 54 60 69 1 81 97 162 61 68 78 91 109 E 168 56 67 84 100 1 125 168 52 58 67 78 93 168 59 66 75 88 105 174 54 65 81 1 97 1 121 174 50 1 56 64 1 75 90 174 57 64 73 85 102 1 180 52 62 _78_j_94 117 1 180 48 54 62 1 73 87 180 55 62 70 82 98 o w 186 50 1 60 75 1 91 113 f 186 47 53 60 70 84 186 53 60 68 79 95 Z 3 > a ?r 192 1 49 1 59 1 60 1 60 60 1 F 192 45 51 58 1 60 60 192 51 58 60 60 60 ( 198 1 47 157 60 60 60 19B 44 49 57 60 60 198 50 56 60 60 60 8 O N ¢ Z 204 146 155 160 60 60 204 43 148 55 60 60 204 48 54 60 60 60 LL D 1 210 1 45 1 53 ! 60 60 60 210 41 1 47 53 60 60 210 47 53 60 60 60 � D 1 216 1 43 52 60 60 60 216 40 145 52 60 60 216 46 51 59 60 60 222 142 51 60 60 _60 222.__ 39_. 4450,_._59 60 222 44 50 57 60 60 N 1 228 41 49 60 60 60 228 38 43 49 57• 60 228 1 43 49 55 60 60 1a 1 234 140 48 60 60 60 234 37 42 48 56 60 234 42 47 54 60 60 w 240 39 47 59 60 60 240 36 i 41 47 54 60 240 141 46 53 60 60 Q o 246 38 46 57 60 60 246 35 1 40 45 53 60 246 1 40 1 45 51 60 60 C 252 37 45 56 60 60 252 35 39 44 52 60 252 39 1 44 50 59 60 C 258 36 44 54 60 60 258 34 38 43 51 60 258 38 43 49 1 57 60 0 264 35 43 53 60 1 60 1 264 33 1 37 42 49 1 59 264 37 42 48 56 60 w o i 1 270_ 35 42 52 60 60 270 32 36 41 48 58 270 36 41 47 55 60 < o 276 34 41 51 60 60 276 32 35 1 41 47 57 ! 276 36 40 46 53 60 0 W o 282 33 40 50 60 60 282 31 35 40 46 56 I 282 35 89 45 52 60 s 3 o a 288 33 39 49 59 60 288 30 1 34 1 39 1 45 1 54 1 288 34 38 44 51 60 294 32 1 38 48 57 60 294 30 33 1 38 1 44 1 53 i 294 33 38 43 50 60 - B 300 31 37 47 56 60 I 300 29 33 37 44 152 300 33 37 42 49 59 x a W B 306__ 46 SS 60 306 28 32 37 43 51 1 306 32 36 41 48 58 U d g z 30 36 145 54 160 312 28 31 36 42 50 t 312 32 35 41 47 57 N 3 z _318 j 29 _35_. 44_I 53 1 60 B.____ 31 35 41 49 1 318 31 35 40 46 56 324 I 29 35 43 122 44 60 1 F 31 324 - 80 85 40 48 324 30 34 39 1 46 55 330 1 28 34 1 43 1 51 60 330 1 30 1 34 40 1477 330 30 34 38 45 54 O o a 336 I 33 42 150 60 336 29 33 39—!4 336 29 33 38 44 53 0 "' " 342 33 41 49 60 I 342_ - 29 33 3B 1 46 i 342 29 32 37 43 52 A 348 32 40 48 60 348 28 32 38 45 348 28 32 36 42 51 A 354 32 40 48 59 I I 354 1 - 1 32 37 1 44 1 354 31 36 42 50 360 31 39 47 59 360 I - 31 36 144 360 31 35 41 149 12 1 1 10 9 8 % 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREYY C.FNp CONCRETE 511 UTABoES 114"TAPCON 1/4"cRETE=FLEX •..••••••:fFR7gy�,' SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE bOg24g SPANS (MIN 3515 PSI) SPANS (MIN 3KSI) SPANS (MIN 3350 PSI) * _ UP TO UP TO UP TO +� + +�• ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) (in) )in) O €0 ' 18 i 16 1 14 12 10 12 10 8 6 4 18 16 14 12 10 5 48 130 1 130 130 130 130 48 130 1301 130 1 130 130 48 130 130 130 130 130 !p 54 130 1 130 130 130 130 54 130 130 130 130 130 54 130 130 130 130 130 ~''� N( ENS\\ ``� 60 130 130 130 1 130 1 130 60 130 130 130 130 130 60 130 130 130 130 130 "„, ,+++"`+� G 66 130 130 130 130 130 y �j 66 130 130 130 130 130 66 130 130 130 130 130 G 72 130 130 130 130 130 �� �it 72 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 I `+ 78 123 130 130 130 130 78 .123 130 130 130 130 84 130 130 130 130 1 84 114 130 130 130 130 84 114 129 130 130 130 90 130 130 130 130 0 90 107 128 130 130 130 90 107 120 130 1 130 130 W 96 130 130 130 132 30 96 100 120 130 1 130 130 96 100 113 129 130 130 102 1130 130 130 0 130 / r 102 94 1 113 130 1 130 130 102 94 106 121 130 130 108 124 130 13 130 130' )0 108 107 30 130 130 108 89 100 114 130 130 F 8.9 1 114 117 130 0 130 -130 114 84 101 126 130 130 114 84 95 10B 126 130 F 120 1 130 -1`30 130 120 80 96 120 130 1 130 120 80 90 103 120 130 126 10 119 130 130 130 126 76 91 114 1 130 130 1 126 76 86 98 114 130 U 132 1 14' 130 130 90 132 73 87 109 130 130 132 73 82 94 109 130 _ 138 97 1 109 124 13 130 1 138 70 83 104 1 130 130 138 1 70 78 89 104 125 Z 144 104 130 144 67 80 100 130 130 144 67 75 86 100 120 150 89 100 1 130 130 150 64 77 96 128 130 150 64 72 82 96 115 156 _.a6, 96- 110 128 130 156 62 74 92 123 130 156 62 69 79 92 111 W F. E 162 93 106 124 130 162 59 71 89 119 130 162 59 67 76 89 107 w E 168 89 102 119 130 168 1 57 69 86 114 130 168 57 64 73 86 103 1 V) w �„ 174 77 86 99 115 130 174 55 66 83 110 130 174 55 62 71 83 99 8 180 74 84 95 111 130 180 53 64 80 107 130 180 53 60 69 80 96 p Ile }� 186 72 81 92 108 130 186 52 62 77 103 130 1 186 52 58 66 77 93 Z 3 w 192 60 60 60 60 60 192 50 60 60 60 60 192 50 56 60 60 60 198 _60 60 60 60 60 198 48 58 60 60 60 198 48 55 1 60 1 60 60 0 p N a Z D 204 60 60 60 60 60 204 47 56 60 60 60 204 47 53 60 60 60 Q '0 , - z D 210 60 60 60 60 60 210 46 55 60 60 60 210 46 51 59 60 60 :; 216 60 1 60 160 60 60 216 44 52 60 60 60 216 44 50 57 60 60 V) 222 1 60 60 60 60 60 222 43 52 60 60 60 .222 43 49 56 60 60 228 59 60 1 60 60 60 228 42 51 60 1 60 60 228 42 47 54 60 60 234 57 60 1 60 60 60 234 41 49 60 1 60 60 234 41 46 53- 60 60 u 240 56 60 1 60 60 60 240 40 48 60 60 60 240 40 45 51 60 60 0 246 54 60 60 1 60 60 1 246 39 47 59 60 60 246 1 39 44 50 59 .60 h C 252 53 60 60 60 60 252 38 46 57 60 60 252 38 43 49 57 60 C 258 52 58 1 60 1 60 60 258 37 45 56 60 60 258 37 42 48 56 60 2: 264 51 57 60 60 60 264 36 44 55 60 - 60 264 36 41 47 55 60 - 270 49 56 60 60 60 270 36 43 53 60 60 270 36 40 46 53 60 ¢ 5 0 W 276 48 54 60 60 60 276 35 42 52 60 60 276 35 39 45 52 60 o i o _ 282 47 53 60 60 60 282 34 41 51 60 60 282 34 38 44 51 60 3 o a 288 46 52 60 60 60 288 33 40 50 60 60 288 33 38 43 50• 60 z -} -- 294 45 51 58 60 60 294 33 39 49 60 60 294 33 37 42 49 59 a W B 300 45 5D 57 60 60 300 32 38 48 60 60 300 32 36 41 48 58 U t5 =13 m B 306 44 1 49 56 1 60 60 306 31 38 47 60 60 306 31 35 40 47 56 o K 312 43 48 55 60 60 312 31 37 46 1 60 60 312 31 35 40 46 55 a 318 42 47 54 60 60 318 30 36 45 1 60 60 318 30 34 39 45 54 o 324 41 46 53 60 60 1 324 30 36 44 59 60 324 30 33 38 44 53 z o F 330 40 46 52 1 60 60 330 29 35 44 58 60 330 29 33 37 44 52 3:: •o u 336 40 45 51 60 60 336 29 1 34 43 57 1 60 1 336 29 32 37 43 51 0 "' 342 39 44 50 59 60 342 28 34 42 56 60 342 28 32 36 42 51 A 348 38 143 1 49 58 60 348 - 33 41 55 60 348 - 31 35 41 50 A 354 38 42 49 57 60 354 33 41 54 60 354 - 31 35. 41 49. 360 37 42 48 56 60 360 32 40 53 60 360 30 34 40 48 12 11 10 9 8 7 6 5 4 3 2 1 12 II ID 9 8 7 6 5 4 3 2 1 JEfFR7PE.K R�{;UflJ:rry� CONCRETE TABLES 6Q19t H I STRAP BRACKET W/TWO STRAP BRACKET W/TWO 1/4" `�� , 5/Il8'ULTRACON CRETE-FLEX or 1/4 TAPCON 1-, 6 974 } SCREEN POURED CONCRETE SCREEN POURED CONCRETE -�. SPANS I (MIN 3515 PSI) SPANS (MIN 3350 PSI) UP TO UP TO ANCHOR SPACING INCHES) in ANCHOR SPACING INCHES) (in) 1' 1 ...,. 124 22 ! 20 I 18 12 22 ! 20 18 1248 1130! 130 1130 1 130 130 4B �:2:4�1 130 130 130 130 G 54 130 130 130 130 130 54 130 130 130 130 130 G 60 130 130 130 130 1 130 d0 130 130 1120 130 130 U�; 66 130 130 130 130 1 130 66 1130 130 _130 130 130 WK 72 __ 1.30 130 130 _130 ` 130 J 72 130 130 130 130 130 "•� 78 130 130 130 130 1 130 1 78 1 123 1 130 1 130 130 130i 1 84 130 130 130 1301 130I 84 1114 1 125 1130 130 130 i 90 1130 130 130 130 1130 90 107 116 1 128 130 130 _n 96 i 125 130 130 130 130 1 96 1 100 109 120 130 130 1 1. F 1 102 1 118 128 130 130 130 _ 102 j 94 103 113 125 130 tn _f F 108 111 1 121 130 130 130 _ 108 89_ 97 107 119 _130 114 105 115 1261 130 130 114 84 92 101 112 130 ^`120 1001. 1091 1201 130 130 120 80 87 96 1 107 130 U v° 126 95 104 1 114 1 127 130 126 76 83 91 1 102 130 Z 132 91 1 99 1 109 1 121 130 132 73 79 87 1 97 130 138 87 95 104 116 130 138 70 76 83 93 130 w _ 144 83 91 100 111 130 1 144__.. 67_ 73_. 80 89 130 E 150 80 87 96 107 130 150 64 70 77 85 128 0' E ( 156 ___ 77 84 92 103 130 156 62 67 74 82 123 u w 162 74 _81 89_ 99 __130 162 59 65 71 79 119 o 1,168 1 71 78--86 45-I 130 168 57 62 69 76 11 A o 2 — j 174 1 69 75 83 92 1 130 1 174 55 60 66 74 110 Z > n 180 53 58 64 71 107 186 67 1 73 80 89 129 1 186 52 56 62 69 103 p ti a o 18b 65 170 77 86 1129 n Z 192 60 60 1 60 60 60 192 50 1 55 60 60 60 Q m O o D 198 60 1 60 1 60 1 60 1 60 198 48 53 58 60 60 , z D 204 5960 1 60 1 60 60 204 47 1 51 56 60 60 21D 57 60 1_60 60 60 210 46 1 50 55 60 60 216 56 60 f 60 160 60 216 4d 48 153 59 60 222 54 59 60 60 60 1 222 43 1 47 52 58 - cv v 228 53 57 60 160 60 228 42 46 51 56 60 0 o 234 31 56 60 1 60 60 234 41 45 49 55 60 F 240 50 55 60 60 60 240 40 44 48 53 60 V) C 246 1 49 53 59 160 _ 60 246. 39 43 47 52 60 o C 252 148 52 57 �0 60 252 0 I 42 145 51 60 w 258 II 4477 51 56 60 _60� 258 37 I 41 45 50 b0 ¢ Q �d t o 264 1 45 50 55 1 60 60 264_ 36 _ 40__ 44 48 60 p o s°.zo 270 i 44 48 53 59 60 270 36 39 43 47 60 3 o a 276 1 437 47 52 1 58 60 276 1 35 1 38 142 46 1 60 282 43 1 46 51 57 60 282 34 137 41 45 60 p is w 288 42 1 45 50 56 60 288 33 36 40 44 60 = i B B 294 41 45 49 54 60 294 33 1 36 39 44 60 U 300 40 1 44 1 48_ 53 60 300 32 I 35 3B 43 60 y 306 39 43 47 52 60 306 31 34 138 42 60 N o S 312 38 42 46 51 60 312 31—F 34 37 41 60 3 W c fie p o Z, p vi G��� A A 18 12 I I 10 9 8 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREPC ANJ.�P.E. '6000NCRETE FILLED BLOCK/CMU TABLE -REINFORCED WITH MINOS BAR IN CONCRETE FILLED CELL 9977-0-0 R H —..---- -- ----- 3!8"Drop In 1 1/2"Dro In U 3/8"LDT ANCHOR •� -,r�• 16I.•1a-�'c I POURED REINFORCED- SCREEN POURED REINFORCED' SCREEN POURED REINFORCED' - 80974 SCREEN (MIN 3000 PSI( _ 7f:etru SPANS (MIN 3000 PSI) SPANS SPANS (MIN 300D PSI) =•:u�1Y Vfn rAI ` UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES �0 ul.. SFr 18 I 16 I 14 12 10 (in( _ Jul.. ,� :•�- ' _ 24_j 30 ! 16 12,. 10._ 48 130 130 1 130 _130 _130 18 16 14 12 10 '',F •J� 10 F'•'�k�. 48 130 130 130 130 130 84 130 130 130 I3'0 T130 48 130 130 130 130 130 NA� N��,•° G 54 130 130 130 130 130 60 130 130 13D 130 130 54 130 130 130 130 130 nNiw "`G 60 130 130 : 130 130 130 ( 66 130 130 1 130 130 1 130 60 130 130 130 130 130 66 130 130 1 130 1 130 130 72 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 1 130 130 78 130 130 1 130 130 130 72 120 130 130 130 130 1 78 1 130 130 130 1 130 130 F 84 123 130 1 130 130 130 78 111 125 130 130 130 1� 84 1 130 _130 130 130 130 90 7 15 129 130 130 1 130 84 103 T 16 130 130 1 130 __90__I 130 130 130 130__130_ 96 108 121 130 130 1 130 90 96 10B, 123 130 130 .ems 96 1 130 130 130 130 130 102 101 114 130 130 1130 96 90 FO T 116 130 130 ' F 102 1 129 130 130 130 130 1 108 96 108 123 130 130 102_ 85 95 109 127 130 108 122 130 130 130 1 130 114 91 102 116 130 1 130 108 80 90 103 120 130 NJ - 114 116 130 130 130 1 130 I 120 86 97 111 129 1 130 114 d 85 97 114 130 N 120 110 130 130 130 1130 126 82 92 105 123 130 120. 81 93 108 130 I,U 126 105, 126 130 13�0( 130 132 _78 _68 101 117�130 126 77 88 103 1,23 Z 132 lOD_J,120_ 130 _1301._130 138 75 84 96 112 130 132 74 84 98 118 138 96 I I15 1'30 130 130 144 72 81 92 108 1129 138 70 80 94 113 uj 144 192 110 130 130 130 150 69 77 88—0 124 144 68 77 90 108 W E 150 1 88 106 f 130 130 130_{' 156 66 74 85 99 ; 119 150 65 74 B6 104 = E 156 BS 102 1127 130 130 I 162 164 72 82 96 I15 156 62 1 71 83 100 1- 'w 162 11 Bl 98 122 1130 130 168 bl 69 79 1 9� 2 1 111- 162 53 _60 69 80 96 LL g 11 68 1 79 94 118 1 130 130 I 168 51 58 166 77 93 174 59 67 76 f 89 107 174 76 91 114 1 130 130 180 57 65 74 f 86 1 103 174 50 56 64 74 89 �_ w ay rz 180 73 88 110 130 130 -I 180 48 54 62 72 86 Z Y _ 186 155 64 71 83 1100 186 71 85 106 130 130 192 54 60 60 60 1 60 186 46 52 60 70 84 H o a m p 192 60 60 60 60 60 198 1 52 29 60 60 i 60 192 45 51 58 60 60 Q' N Q c3_ < z D 198 60 60 60 60 60 198 44 49 56 60 60 Q 210 1 51 57 60 60 60 z D 204 60 60 60 60 60 210 49 65 60 60 160 204 42 48 54 60 60 210 60 60 60 60 60 276 148 54 60 60 60 210 41 46 53 60 60 Fn 216 60 60 _60 _60 60 222 146 52 _60 60 160 216 40 45 1 51 60 60 222 59 ! 60 60 601 60 228 1 45 51 58 60 160 222 39 44 1 50 58 60 228 5B 60 60 60 1 60 234 1 44 50 57 L 60 1 60 228 38 43 1 49 57 60 f 234 56 1 60 60 60 60 240 43 48 55 1 60 1 60 234 1 37 42 1 47 55 60 0 0 240 55 1 60 60 60 1 60 246 42 47 54 60 1 60 240 36 41 46 54 60 v1 C 246 54 60 60 60 1 60 252 41 46 53 60 60 246 35 40 1 45 53 1 60 C 252 1 52 60 1 60 60 1 60 258 40 45 51 1 60 1 60 252 34 39 1 44 51 1 60 258 1 51 60 1 60 160 60 258 33 138 1 43 50 60 - s 264 39 44 50 59 160 264 50 60 _60_ 60 1 60 270 38__43_ 49 1_57 60 264 33 37 42 49 59 p 1 270 69 59 6C 160 1 60 - - 561 - 270 32 36 4.1 48 5B u�o 0 2-- 37 42 48� 56 60 276 i 48 57 160 60 160 282 37 41 47 55 160 276 31 35 40 47 56 %o 282 147 56 60 60 1 60 282 31 34 39 46 55 --—- - 288 36 40 46 54 1 60 .1 Z 2 m 288 46 55 60 60 60 294 35 39 45 1 53 1 60 288 30 34 39 45 54 .142. i W B 294 45 1 54 60 60 1 60 300 34 39 44 152 60 294 29 33 38 44 63 U 3 Z o .B 300 44 53 60 1 60 60 306 34 38 43 51 60 _ 300 29 32 37 43 52 o o 306 _43 1 52 60 60 60 312 33 37 43 1 50 1 60 306 28 32 36 42 51 s 3 _312 42 ( 51 60__ 60 60 318 32 37 42 149 i_58 312 - 31 36 42 50 Z o 2 t 318 42 1 50 60 60 60 324 32 26 41 1 48 57 318 - 31 35 41 49 " u 324 41 1 49 60 1 60 60 i 330 31 35 40 47 1 56 324 30 1 34 40 48 0 330 40 1 48 60 60 60 336 31 1 35 39 1 46 1 55 330 29 1 34 39 47 336 1 39 1 47 59 60 60 1 342 30 1 34 39 1 45 1 54 336 29 33 39 46 A 342 39 46 58_ 60 60 . 348 30 33 38 144 153 342 28 32 38 45 + 9 A 348 38 46 57 60 60 354 29 33 37 44 52 348 32 37 45 I 354 137 45 56 60 60 360 29 32 37 43 1 52 354 31 37 44 360 1 27 44 55 60 60 360 31 36 43 12 1 1 10 9 8 / 6 5 4 3 2 1 it ----- ------ ---- ----- - 12 I I 10 9 8 7 6 5 4 3 2 1 JEFFR�PC.F�R�Ii NI¢Wigr CONCRETE FILLED BLOCK/CMU TABLE -REINFORCED WITH MIN 95 BAR IN CONCRETE FILLED CELL (a" 5 16"1 ULTRACON _ -STRAP BRACKt7WTTN7 i NSf F H POURED REINFORCED' /16"ULTRACON /No ��97H SCREEN SPANS (MIN 3515 PSI) SCREEN' POURED REINFORCED' if +••• vucmvrw%no:b+mrcuu ip_ UP TO SPANS (MIN 3000 PSI) p (in) ANCHOR SPACING[INCHES] UP TO ANCHOR SPACING INCHES 18 16 14 12 10 (In) F' •�.. .. v 48 130 130 130 130 130 24 22 20 18 12 54 130 130 q0 --I 30 130 48 130 130 130 130 1 130 „!IriO�A`rrrrr`° G 60 130 130 30 130 54 130 130 130 130 1130 �; G 1 66 1130 130 30 130 60 130 130 130 130 11 130 �� d 72 1130 130 130 130 130 66_ 130 130 130 130 1 130 78 _! 120 130 130 ( 130 i 130 y 72 130 130 130 130 1 130 - 84 1111 130 130 1 130 1 130 78 123 130 130 1301 130 z 90 104 130 1130 130 1 130 84 114 125 130 130 130 ?W' 96 98 1 125 1130 i 130 1 130 90 107 116 128 130 1 130 L 102 92 118I 130I 130I 130 96 100 109 120 1301 130 F 108 87 1 I I l 130 130 ( 130 102 94 103 1 13 125 130 rn r F 114 82 106 1 130 130 130 108 89 97 107 lY9 130 Y{ 120 78 l00 130 130 130 114 84 92 _101 112 1130 I 126 74 96 130 130 130 120 80 .87 96 107 130 U a 132 71 91 128 130 130 126 76 83 91 102 1130 Z 138 68 87 132 130 130 132 73 79 87 97 1 130 — 144 1 65 84 117 130 130 138 70 76 83 t 93 1 130 1W 150 62 80 112 130 130 144 67 73 80 89 1130 E 150 64 70 77 85 128 E 156 60 _77 LOB l 130 130 162 58 74__1-04-.{I-130 _.130 I+ 162 62 67 74 82 1129 LL g LL 168 56 72 100 125 130 162 59 65 71 79 119 c u 174 54 69 97 121 130 168 57 62 69 76 114 Z w 180 52 1 67 194 174 55 60 66 74 1 110 117 130 � 180 53 58 64 71 1 107 — 3 _ 186 50 165 91 113 130 186 52 56 62 69 1103 F- a m m i 192 49 1 60 60 60 60 198 47 160 60 60 60 192 50 55 60 67 1 100 I Q m z D D —— 198 48 53 58 65 1 97 C 204 46 -�59.L..60. 60 60.i_660 57 1 60 204 47 51 56 63 ! 94 L 3 210 45 10 216 43 56 1 60 1 60 1 60 210 1 46 50 55 61 1 91 222 42 1 54 1 60 1 60 60 216 1 44 48 53 59 1 89 2 1 228 41 J 53 1 60 1 60 160 1 222 1 43 47 52 58 1 86 234 40 1 51 60 1 60 60 1 E252 42 46 51 56 1 84 O I 240 39 50 60 60 1 60 41 45 49 55 1 B2 N C (__246 i_38 _49_._60_.._60 ` 60 40 44 48 53 1 80 252 37 _48 60 60 ! 60 39 43 47 52 178 0 C 258 ! 36 47 60 60 60_ 38 42 46 51 176 ti264 f 35 46 60 60� 60 37 41 45 50 1 74270 135 45 60 60 60 36 40 44 48 73 „ 276 1 34 1 44 60 60 1 60 270 36 39 43 47 1 71 282 133 43 60 60 l 60 276 35 38 42 46 1 70 280 33 42 59 60 I 60 282 34 37 41 45 1 68 C p W 294 32 41 57 60 160 288 33 36 40 44 I 67 = 3 W B B 294 33 36 39 44 65 U <z m 300 31 40 56 60 60 g 306 31 i 39 55 60 60 300 32 35 38 43 1 64 2 306 30 ! 39 54 60 60 306 31 34 38 42 1 63 3 z 318 29 138 53 b0 60 312 31 34 37 41 1 62 z ° S 324 29 37 52 160 60 p r.g 33 28 36 51 1 60 60 " G' 336 - 1 36 1 50 1 60 60 A _342 35 I_49 60 60 O A 1 348 1 - 35 1 48 1 60 60 354 34 48 59 60 360 33 47 1 59 60 12 1 1 10 9 8 / 6 5 4 3 2 1 12 II ID 9 8 7 6 5 4 3 2 1 JFFFREY C.F NTI Plalli�l�l �,. /q GROUT FILLED BLOCK/CMU TABLES F 'S. �..!vr""°•,,,, H _ 1 OroP n 3 Drop In I 1/4"Drop In (SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN SPANS SPANS SPANS GROUT FILLED CELLS UPTO vnan..vc+oac ..ir e• _ (in) ANCHOR SPACING INCHES_ UPn O ANCHORS PACING INCHES UP TO ANCHOR SPACING(INCHES) -�1x F = 24 j 20 116 12 10 ( IS 16 114 12 1 10 11�1 12 10 8 6 1 4 <v.. _48 13D 130_ 130 130 I_130 48 130 130 I30 130 ! 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M'NI:lF!E!���i��� GROUT FILLED BLOCK/CMU TABLES ;P � '.�. RjaN ; -- 3/8"THRD ROD& 1/4"PANELMATE INSERTS I 1/4"PAN ELMATE FEMALE } 4"PANELMATE MALE H EPDXY 974 SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN' SPANS SPANS SPANS GROUT FILLED CELLS SPANS UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES �px�i0 d1£ pp UP TO (in) (in) [in) _ (in) ANCHOR SPACING INCHES I 12 1 10 1 8 6 4 12 1 10 8 6 4 12 10 8 6 AB 1130 130 1130 130 130 48 130 130 13D 130 130 48 130 130 130 130 130 J ''Y IS 16 14 12 8 Sj'' � � G\ate 48 130 130 130 130 130 54 1 130 1 1301 130 130 1 130 54 117 130 130 130 130 54 117 130 130 130 130 n� AL`EN +` G 54 130 130 130 130 130 60 1130 1 130 113D 730 130 b0 105 126 130 130 130 60 109 130 130 130 130 " 1111mu"` 60 130 130 I l30 l30 130 66 1 130 130 130 130 130 66 96 115 130 130 130 66 99 119 130 130 130 p G 66 130 _130 j._1_30i130I30 72 1130 1130 130)'130 120 72 88 105 130 130 130 72 91 109 130 130 130 72 130 130 i 130 130 130! 78 128 130 130 130 130 78 81 97 121 130 130 78 84 101 126 130 130 78 1 121 130 1 130 130 130 84 119 1 130 130 130 130 84 75 90 113 130 1 130 84 1 78 94 1 117 130 1 130 84 1 112 126 130 130 130 90 1111 1 130 130 130 130 90 70 84 105 130 130 90 73 87 109 130 130 w 90 105 118 130 130 130 96 i 104 1 125 130 130 130 96 66 79 99 130 130 96 68 82 102 130 130 � W 96 98 1 111 1 126 130 130 102 148 118 130 1130 130 102 62 74 93 124 130 102 64 77 96 128 130 E 102 93 1 104 1 119 130 130 108 1 93 1 111 130 r130 1 130 108 58 70 88 117 1 130 108 61 -7jj 91 121 1 130 )� y= F 188 87 98 112 130 130 114 1 88 1 105 130 1 130 130 114 55 66 83 111 130 114 57 69 86 115 130 (n = F 114 83 93 106,_124-- 130 120 1 83 i 100 125 j 130 130 120 53 63 1 79 105 130 120 55 66 82 109 130 120 79 89 101 118 1130 126 1 79 1 95 114 130 130 126 50 60 75 100 330 126 52 62 78 104 130 U 126 75 84 96 112! 130 132 76 191 114 130 130 132 I 48 57 172 96 1130 132 50 60 74 99 130 = 132 72 80 1 92 1 107 1 130 138 73 ! 87 109 130 130 138 46 55 69 91 130 138 47 57 1 71 95 130 Z 7S 138 i 60 77 88 103 I30 144 70 8383 104 130 130 144 A4 53 66 88 130 144 46 55 68 91 130 ! 150 67 BO 1100 130 1130 150 142 _ 50 63 84 126 150 44 52 66 87 130 N 144 166 74 1 84 I 98 130 1 --- U.1 E 150 1 63 71 1 81 1 94 1 130 1 156 _64 77 96 128 1 130 156 1 40 49 61 81 121 156 42 50 63 84 126 f E 156 61 68 78 91 1 130 162 62 74 93 124 130 162 39 47 58 78 117 162 40 49 61 81 121 H ru 1 162 58 1 66 75 87 1 130 1 168 60 FTF 84 119 130 168 38 45 56 75 113 168 39 47 54 78 117 V) W W 174 58 69 86 115 1 130 174 1 36 44 54 73 109 174 38 45 56 75 113 Q 168 56 63 72 84 126 t5 � Ed 180 56 67 83 111 1 130 180 35 42 53 70 105 180 36 44 1 55 73 109 12 p 174 54 I 61 70 81 1I1221 W 180 52 59 67 79 t 118 186 Sd 65 81 108 130 186 134 41 51 68 102 T86 35 42 53 70 106 Z 3 r Z 186 51 57 65 76 1 114 1 192_ 52 60 60 60 60 192 33 39 49 60 60 192 34 41 51 60 60 — 5 ° _192 49 55 63 60 60 198 _ 51 60 __60__60_ 60 198 32 38 48 60 60 _19B 33 40 50 60 60 x D 198 48 54 60 60 60 204 49 59 60 60 60 204 31 37 46 60 60 204 32 39 148 60 60 0 -i D �—----- — --1 Q 204 1 46 52 59 60 60 I 210 48 57 60 60 60 210 30 36 45 60 60 210 31 37 I A7 60 60 210 1 45 51 58 4 60 "1 1 216 1 46 56 60 1 60 1 60 1 216 1 29 25 44 58 60 216 30 36 1 46 60 60 N W 216 144 49 1 56 1 60 1 60 1 222 1 45 54 60 1 60 60 222 1 28 34 43 57 60 222 30 35 1 44 59 60 222 f 43 48 1 55 1 60 1 60 228 44 53 60 60 60 228 - 33 42 55 60 228 .29 34 43 57 60 ! 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32 37 43 60 336 30 1 36 d5 1 60 60 336 1 28 38 5b 336 - 29 39 M55 0 "� 336 28 ! 32 36 42 _60 342 29 35 44 59 60 342 I - 37 55 342 = - 29 38 A 2—I 21 35 41 60 348 29 35 43 58 60 348 1 1 36 54 348 28 38 q 348 i 31 35 41 60 354 28 34 42 57 60 354 36 53 354 I - 28 37 /'�!� 354 30 34 40 60 360 33 1 42 56 60 360 1 - 35 53 360 36 L L 360 1 - 1 30 34 39 59 12 1I 10 9 8 7 6 5 4 3 2 1 12 II ID 9 8 7 6 5 4 3 2 1 I JEFFREYC.F GROUT FILLED BLOCK/CMU TABLES °PEE 5 16"ULTRACON 1/4"TAPCON STRAP BRACKET W%TWO T A A H 5/16"ULTRACON 1/4"CRETE-FLEX or 1/4" ,SCREENJ GROUT FILLED BLOCK SCREEN GROUT FILLED CELLS 6o9�t '• o c-' SPANS I SPANS SCREEN GROUT FILLED CELLS I P UP TO UP TO - I SPANS SCREEN ANCHOR SPACING INCHES I ANCHOR SPACING INCHES GROUT FILLED CELLS n•- (in) 18 16 14 I 12 10 1 (1n) 12 10 8 1 6 4 UP TO ANCHOR SPACING INCHES ! 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FlI 130 lzU) 90 ! 107 128 1 13�0 130 130 90 67 80 100 130 130 90 67 80 l00 130 uW 96 100 120 1130 130 130 96 _63 75 94 �_125 130 96 63 75 94 130102 1 94 1131 130 130 130 102 59 71 8B 1118 130 102 59 71 88 130FI 108 1-89 107 1 130 130 130 108 56 67 83 111 130 lOB 56 67 83 130 j/� W2 F 114 184 101 1 126 13D 130 1 114 53 b3 79 105 130 114 1 53 1 63 79 1105 130 V E ` 120 i 80 96 120 130 -- 120 50 60 75 IQa 130 1 120 50 60 75 100 130 ! 126 76 1 9—1 T 114 11 130 130 126 48 57 71 1 95 130 1 126 1 48 57 71 95 132 U w 1 132 73 1 87 109 1 130 130 132 45 55 68 1 91 130 132 1 45 1 55 68 91 1 130 1 = 1 138 70 83 104 1 130 130 138 43 52 65 87 130 138 43 52 665 87 130 Z = �144 i 67 80 1 1001 130 130 144 42 50 63 83 125 I_144 42 50 6-63 1 83 125 d 150 64 77 96 1 128 1130 150 40 48 60 80 120 1 150 40 48 60 80 130 W r E 156 ! 62 74 92 13 i 130 156 38 46 58 77 115 156 38 46 58 77 115 w E 162 1 59 71 89 119 3 1 130 162 37 44 56 74 111 1 37 •44 56 74 111 1- 168 57 69 86 1 114 1 130 1 168 36 1 43 54 71 107 168 36 43 54 71 107 N 174 55 66 _83 _I10 1��1300 174 34 41 52 69 103 174 34 41 52 69 103 = y LL LL ( 180 53 64 80 107 1 130 1 I_180 33 40 50 67 100 1B0 33 40 50 67 100 w ,y 186 52 62 77 103 130 I 186 32 39 48 65 97 186 32 39 48 65 97 Z 192 50 60 60 60 60 1 192 31 38 47 60 60 1 192 31 1 38 47 60 60 I— o ;m o 198 48 58 60 60 60 1 I 198 0 136 45 60 60 198 30 136 45 60 60 a p N < z p 204 47 56 60 60 60 i 204 29 35 44 9 60 ! 204 29 35 44 59 60 Q 10 z D 210 46 55 60 60 60 210 29 34 43 57 60 210 29 34 143 57 60 ° 3 216�1 44 ;53 60 60 60 .i 216 28 33 42 56 60 216 28 33 42 56 60 v1 E5 222 43 52 60 60 60 222 32 41 54 60 222 32 4I 54 . 60 22B 1 4 51 60 60 60 ! 1 228 32 39 53 60 228 32 39 53 60 234 1 41 i 49 60 60 1 60 F 234 cy 31 38 51 60 234 31 38 51 60 i__22440 _40 I 48 60 60 60 1 240 30 38 50 60 240, 30 38 50 60 0 o 241 6 139 47 59 60 60 246 29 37 49 60 246 29 37 49 60 C 252 38 46 57 60 60 252 29 36 48 60 252 24 36 48 60 N C 1 258 37 ! 45 156 160 60 256 28 35 147 60 258 28 35 47 60 a 1264 36 1 44 55 1 60 60 264 - 34 45 60 264 - 34 45 60 - z s 270 36 f 43 1 53 1 60 60 270 _ 33 1A4_ 60 270 33 44 60 p = o LL z 35 42 1 52 1 60 60 276 33 143 50 1 276 33 43 60 o 282 34 1 41 1 51 F 60 60! 282 32 43 60 282 32 43 60 288 33 1 40 1 50 160 1 60 I 288 31 1 42 60 288 31 1 42 60 a 294 33 1 39 1 49 160 1 60 1 294 31 1 41 60 294 1 31 1 41 60 B 300 32 1 38 1 48 60 1 60 1 300 30 1 40 60 300 30 40 60 U 3 m B 306 31 1 3B 47 1 60 1 60 1 306 1 29 1 39 59 306 29 1 39 59 E z 312 311, 37 46 60 60 312 29 1 38 58 312 1 29 38 58 318 30 i 36 45 1 60 1 60 318 28 1 38 57 318 1 - 28 38 57 z c o I 324 1 30 36 44 59 1 60 324 - 11 37 56 324 1 - - 37 56 3 330 29 35 44 58 1 60 330 1 36 55 330 - 36 55 ° 336 1 29 34 43 57 1 60 336 1 36 54 336 1 - 1 36 54 342 { 28 34 42 56 60 342 35 53 342 1 - 35 53 A 348 33 41 55 1 60 348 1 34 52 348 1 - 34 52 A A 354 _-_ 33 _41__ 54 r60 354 1 34 51 354 1 - 34 51 1 360 32 40_ 53,L 60 360 33 50 360 I - - 33 50 12 II IU 9 8 / 6 5 4 3 2 1 I 1 12 11 .10 9 8 7 6 5 4 3 2 1 JEFFREY C.F rvTI���EU4,rr HOLLOW BLOCK TABLES _ ;P� c �� .......... 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122 1 130 138 61 73 91 121 130 138 61 73 91 121 130 138 61 73 91 121 130 144 8 70 88_I 117 130 I 144 58 70 87 1I6 130 144 58 170 87 116 130 144 58 70 87 116 130 � • 150 1 56 67 ( 84 1 112 1 130 I 150 56 _67 _84 112 130 150 56 67 84 112 130 150 56 67 84 112 130 W g E 156 54_ 65 81 108 ! 130 1 156 54 64 81 107 130 156 54 64 81 107 130 156 54 64 81 107 130 - 162 52 62 1 78 1 104 1 130 162 52 62 78 103 130 162 52 52 78 103 130 162 52 62 78 103 130 F- 1 J E 168 50 60 1 75 100 1 130 168 50 60 75 100 130 168 50 60 75 100 130 168 50 60 75 100 130 � 174 48 58 1 72 1 97 1 130 174 48 1 58 72 96 130 174 48 58 72 76 130 174 48 58 72 96 130 0 y $ N 49 180 i 47 56 170 1 93 1 130 180 47 1 56 70 93 130 180 47 56 70 93 130 160 47 56 70 93 130 0 w m `z i 186 45 54 68 90 130 1 186 45 1 54 1 68 1 90 130 186 45 54 68 90 130 186 45 54 68 90 130 Z 3 f a > 192 _ _44.__ 53F57 60 160 192 44 l 52 60 160 60 192 44 52 60 60 60 192 44 52 60 60 60 r ; m o 198 42 bl 60 60 198 42 51 _6�_ 60 60 198 42 51 60 60 60 198 42 51 60 60 60 0 ry a Z p 204 41 49 60 1 60 f 204 41 144 60 60 60 204 41 49 60 60 60 204 41 49 60 60 60 Q m _ 210 40 48 60 i 60 210 40 1 48 60 1 60 60 210 40 48 60 60 60 210 40 48 60 60 60 '� 3 p i 216 39 47 60 1 60 I 216 39 1 47 58 60 60 216 39 _47 58 60 60 216 39 47 58 60 60 to i 222 38 45 60 1 60 I 222 38 45 57 60 60 1 222 �_ 45 57 60 60 222 38 145 57 60 60i 228 37 44 60 ! 60 228 37 1 44 1 55 60 60 228 37 44 55 60 60 228 37 1 44 55 60 60 < �34 36 1 43 54 _60 1 60 1 234 36 1 43 54 60 60 234 36 43 54 60 60 234 36 43 54 60 60 240_ 35 I_d2 _53 60 1 60 4 240 35 42 52 �6p 6D 1 240 35 42 52 60 60 240 35 42 152 60 6034 I 41 51 60 1 60 `` 246 34__ 41 51_ 60 60 246 34 41 51 60 60 246 34 41 1 51 60 60C 252 33 1 40 50 60 60 252 33 h40 5050 60 252 33 40 50 60 160 252 33 40 1 50 60 60 C 258 133 39 49 60 1 60 258 32 1 39 49 60 60 258 32 39 49 60 60 258 1 32 39 1 49 60 60 a 264 32 38 48 60 60 264 32 38 48 6D 60 2b4 32 38 48 60 60 K27 32 38 48 60 60 � r z h 270 31 37 47 60 60 270 31 1 37 47 60 60 270 31 1 37 47 60 60 31 37 1 47 60 60 p N`=P W 276 130 37 46 60 60 I 276 30 36 46 50 60 27b 30 13b -0b 160 60 30 36 46 60 60 n o 282 30 36 45 60 ! 60 282 30 136 45 59 60 282 30 136 145 59 60 30 36 45 59 60 3 o a 288 29 35 44 1 58 60 288 29 35 44 58 60 288 129 35 4d 5$ bD 29 35 144 58 b0 z q 244 29 34 143 57 60 294 28 34 43 57 60 294 28 34 43 57 60 28 34 43 57 60 i W B 300 28 34 42 I 56 60 300 ��34� 42 56 60 300 34 42 56 60 34 42 Sb 60 V 3 B 306 __33 ! 41 I_55_. 60 i 306 -1 33 41 55 60 306 33 41 55 60 306 33 41 55 1 312 32 ! 40 154 60 1 312 1 32 40 54 60 312 1 32 1 40 54 60 312 32 40 154 60 3 i 318 32 1 40 ! 53 60 1 318 - 1 32 40 53 60 318 32 1 40 53 60 318 32 40 53 160 o W s 324 31 39 152 60 I 324 - 31 39 52 60 324 31 39 52 60 324 31 39 52 60 Z `i 8 A 30 31 38 51 60 3310 1 30 38 51 60 330 - 30 38 51 60 330 30 38 51 60 0 '�51 36 130 38 50 60 336 1 30 37 50 60 336 30 37 50 60 336 1 30 37 50 60 42 29 37 49 60 342 29 37 49 60 342 29 37 49 60 342 29 37 49 60 A 348 I - 29 36 48 60 348 129 36 48 60 348 29 36 48 60 348 129 36 48 60 r A 354 i - 128 36 4'1 60 354 1 28 35 47 6D 354 28 35 47 60 354 28 135 47 60 / 360 1 35 47 60 360 - 35 47 60 360 �_ 35 47 60 360 - 135 47 60 12 1I IU Y tl 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C. kPr�j� WOOD TABLES H 3/8"COMBO ANCHOR or LAG BOLT 1/2 COMBO ANCHOR or LAG BOLT STRAP BRACKET 1/4"CRETE-FLEX W/TWO t ° — ---- SCREEN WOOD SCREEN WOOD SCREEN WOOD orl 4"TAPCON = 0974 SPANS (SYP with SG>_0.55) SPANS (SYP with SG i'0.55) SPANS (SYP with SG>_0.55) iSCREEN WOOD UP TO UP TO ANCHOR SPACING INCHES UP TO SPANS I (SYP with SG>_0.55) e ATE (in) ___ ANC_HOR SPACING INCHE$J_._' (in) �� ANCHOR SPACING INCHES 1 u0E- Iln) UP 76 ( 14 12 10 I 6 { 18 16 14 12 8 18 16 12 10 8 ANCHOR SPACING INCHES 0 48 130 130 130 130 130 48 1 130 130 130 130 130 I Ilnl 16 14 12 10 8 N L 4— B� 124 130 f 130 130 130 I 'G 54 124 130 130 130 130 54 1I 130 130 330 130 130 1 48 _! 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69 83 i 130 I I 114 184 195 1125 130 130 108 67 76 89 107 130 120 1 50 1. 57 66 79 1 130 I 1 00 56 63 72 4 126 120 80 1 90 120 130 130 114 1 63 72 84 101 126 — I 126 53 60 69 80 120 126 1 76 1 86 114 130 130 120 ! 60 69 80 96 120 U °° 126 47 54 63 75 1126 I 132 51 1 57 65 76 1 115 132 73 82 109 130 130 126 i 57 65 76 91 114 Z 132 1 45 51 1 60 72 120 138 49 55 63 73 110 138 70 1 78 104 1125 _130 332 55 62 73 87 109 - m-138 43_._49_I_ 57 _ - 115 1 144 47 53 60 70 I 105 144 671 75 1100 1120 130 138 1 52 60 70 83 104 a 150 1' 41 47 1 55 66 110 ! 150 45 50 58 67 1101 150 64 72 96 115 130 I _144_L._50_._57 67__ 80 100_ W 150 40 45 53 63 106 156 62 1 69 92 111 130 1 150 - 155 64 77 96 = E E 156 1 38 44 51 61 102 I 162 43 48 55 65 97 162 1 37 42 49 j 59 98 1 16`T 47 __53 62 93 162 59 67 89 107 130 156 46 53 62 74 92 I ~ G 168 35 40 47 I 57 94 168 40 45 51 60 90 16B 57 64 186 103 129 162 44 51 59 71 89 - 174 39 43 50 58 I 87 174 55 62 83 99 124 168 1 43 49 57 69 86 1 LL g 174 34 1 39 _ 46 1 55 _ 91 Q 181 0 1 33 1 38 —44—1 33 88 160 37_ 42 _48 _ 56 84 180 53 60_ 80 96 1201 174 1 41 47 55 66 83 Z } m 1 186 1 32 1 36 43 1 51 85 186 36 41 46 54 81 186 52 58 77 93 116 180 40 46 53 64 80 I — u a w i 192 35 39 45 53 60 F ( 192 I 31 35 41 50 60 198 34 38 44 51 60 192 50 , 56 75 90 113 1 186 139 44 52 162 77 I o M m Z 198 30 34 1 40 1 48 60 198 48 55 73 87 109 1 192 1 38 1 43 50 60 60 1 w Q r D 204 1 33 37 42 49 60 Q 204 _ _29 33 I. 39_ 47_ 60 204 47 1 53 1 71 85 106 1 198 136 1 42L48 58 6038 45 60 210 32 36 41 48 60 210 46 151 69 82 103 ! 204' I 35 40 56 60216 31 35 40 47_ 60 v>216 31 I 37 44 1 60 - 216 44 150 67 80 100 210 34 39 55 60 222 31 36 43 60 222 30 34 39 45 60 u222 43 49 65 78 97 216 133 38 53 60228 29 33 38 44 60 228 30 35 42 60 228 42 47 63 176_ 95 222 32 37 5260 u 234 29 32 1 37 43 60234 29 34 41 60 234 41 46 62 74 92 228 32 36 51 60 240 28 32 36 42 60 0 240 28 33 40_1 60 240 40 45 60 1 72 90 234 31 35 41 49 60 ~ 246 - 31 35 41 60 246 28 32 39 60 246 39 1 44 1 59 1 70 88 240 1 30 34 40 48 60 V C 252 31 38 60 252 _30 1 34-_ 40_ 60 252 38 43 1 57 1 69 86 246 29 33 39 47 59 C 258 29 1 33 39 59 258 I 31 37 I 60 ---- 258 37 142 156 1 67 84 1 252 129 33 38 46 1 57 1 ,,, o o w E W 264 29 33 38 57 r 264 I I 30 36 60 264 36 41 1 65 82 258 128 32 37 45 56 ¢ `W 270 I 29 35 59 270 28 32 37 56 270 36 1 40 1 53 64 80 264 31 36 1 276 29 34 57 276 I 31 37 55 276 35 39 52 63 78 270 30 36 43 53 - °z r--- - ---- 282 31 36 54 >°a 282 1 - 28 34 56 288 30 35 I 53 282 34 38 51 61 77 276 - 30 35 42 52 1 c m 288 1 33 55 288 33 1 38 1 50 60 1 75 _282 29 34 41 51 1 294 32 54 294 29 34 51 294 33 ! 37 49 59 1 73 2888 29 33 40 1 50 1 = 5 g 300 29 C 3434 50 `e m g 300 I 32 53 300 32 1 36 48 58 172 294 1 - 28 33 39 49 U I 306 28 I 33 49 306 1 31 52 306 31 1 35 47 56 71 300 32 38 48 1 E 8 32 48 312 _ _ 30 51 318 1 32 q8 312 31 35 146 55 69 306 I - - 31 38 47 o o 6 318 - 30 50 312 1 - - 31 37 46 I z 3-1 46 324 29 49 324 31 47 LL 1 330 330 I 1 29 48 336 30 45 o 336 I ( - 1 28 1 47 342 29 44 A 342 I 46 348 I 29 43 A --...-- 1 1 46 348 354 28 43 �� 354 I 45 360 - 42 360 44 I 12 1 1 10 9 8 7 6 5 4 3 2 1 �I 12 11 10 Y 8 % 6 5 4 3 2 JEFFREY C R1A VR1Vi&q, ALUMINUM & STEEL TABLES IALLOWABLESAMMY TW BUILDEX SAMMYBRAND: F _ pS.•l H 1/4"SAMMY 1/4"TEKS 1 4"TEKS 1 4"TEKS SCREEN 16GASteel SCREEN IM'Steel SCREEN 1/d'Alum SCREEN 1/8'Alum * 4 SPANS (A36) SPANS (A36) SPANS (MIN 6063-T5) SPANS (MIN 6063-T5) v ikwa A>e see UP TO ANCHOR SPACING INCHES UP TO UP TO I ANCHOR SPACING(INCHES) UP TO ANCHOR'SPACING INCHES o _ o (in) (in) ANCHOR SPACING INCHES (in) (in) O u 12 10 8 6 4 1 14 1 12 10 1 8 1 6 12 10 1 8 6 1 4 =. (0 - 1 4 Rb N 48 123 130 130 130 130 14 12 10 8 I 6 48 1 130 j 130 130 130 130 48 127 130 130 130 130 54 109 130 130 130 130 48 130 130 130 130 I 130 54 130 130 130 130 1 130 54 130 130 130 130 130 54 113 130 130 130 130 E 60 198 118 130 130 130 60 130 130 130 130 130 60 102 '122 130 130 130 G 60 130 130 130 130 130 G 66 89 107 130 130 130 6d 130 130 130 130 .130 66 92 111 130 130 130 72 82 98 133 130 130 66 130 130 130 1130 130 72 130 130 130 130 130 72 85 102 127 130 130 72 130 130 130 130 1 130 78 76 1 91 114 130 130 78 130 i 130 130 130 130 78 78 94 117 130 130 84 70 84 105 130 130 78 130 130 130 130 130 84 130 1 130 130 130 130 84 73 87 109 130 130 90 66 79 98 130 130 84 122 130 130 1130 1130 Y= 90 130 130 130 130 l30 40 68 8l 1D2 13D 130 96 62 74 92 123 130 90 114 130 130�30 130 96 130 130 130 130 130 96 64 76 95 127 130 � 96 107 125 130 130 130 1� -y 102 58 69 87 116 130 102 101 118 130 130 130 102 130 130 130 130 130 102 60 72 40 120 130 r" F 108 _55 66 82 109 130 100 95 111 130 130 13D 108 130 130 130 130 130 108 56 68 85 113 130 ,w Pa F 114 52 62 78 104 .130 114 130 130 130 130 130 114 53 64 80 107 130 �J " 120 49 59 74 98 130 114 90 105 126 130 130 120 130 130 130 130 130 120 '51 61 76 102 130 126 47 56 70 94 130 120 86 130 120 130 l 130 126 12b I 130 130 130 130 126 48 58 73 97 130 132 45 54 67 89 130 126 82 95 114 130 130 U 132 78 91 109 130 130 138 115 130 130 130 130 138 46 55 69 92 130 s 138 43 51 64 86 128 138 110 1 128 130 130 130 144 44 53 66 88 127 Z i 13B 75 87 104 130 130 144 41 49 62 82 123 144 110 128 130 130 130 144 42 51 64 85 127 C 150 39 47 59 79 118 150 71 83 16 1120 130 150 106 123 130 130 130 15D 41 49 61 81 122 w E 156 __38 _45 57 76 114 150 69 80 96 12D 130 156 102 118 130 130 130 156 39 47 59 78 117 156 66 77 92 ( 115 130 162 98 114 130 130 130 162 1 38 45 56 75 113 J E 162 36 44 55 73 109 . W 162 63 74 89 111 130 1 N w 168 35 42 53 70 105 168 94 116 130 130 130 168 36 44 54 73 109 o . 168 61 71 86 1 107 1 130i o 174 34 41 51 68 102 174 91 ' 106 127 130 130 174 35 42 53 70 105- 174 o "� i 180 33 39 49 66 98 159 69 83 103 130 180 88 f 103 123 130 130 180 34 41 51 68 102 = 186 32 38 48 63 95 180 57 67 80 100' 130 186 85 99 119 130 130 186 33 39 49 66 98 z 3 a 186 55 65 77 1 97 129 w l92 31 37 46 60 bD 192 60 60 60 60 60 192 32 38 48P56 60 I— a m o 192 54 60 60 1 60 160 9 0 198 30 36 45 60 60 198 60 160 60 60 6D 198 31 37 46 60 � N 0 N a z 198 52 60 60 1 60 60 204 60 1 60 60 60 60 204 30 36 45 60 Q m - D 204 24 35 43 58 60 z D 210 28 34 42 56 60 204 50 59 60 160 d0 a 210 49 57 60 60 1 60 216 60 1 60 60 60 60 216 29 35 44 60 3 216 I - 33 41 55 60 222 60 160 60 60 60 216 - 34 42 60 N222 I - 32 40 53 60 1648 56 60 60 60 222 60 60 60 60 60 222 33 41 60228 i 31 39 52 60 222 46 54 60 160 60228 b� 60 60 60 60 228 32 40' 60 u228 145 53 60 1 60 60 0'234 30 38 50 60 234 60 150 60 60 60 234 31 39 60 234 44 51 60 60 60 240 60 1 60 60 60 60 240 30 38 51 60 0 °C 240 1 - 30_ 37 49 60 0 246 29 36 48 60 240 43 50 60 60 60 N >n 246 42 49 59 60 60 246 60 160 60 60 d0 246 30 37 50 60 C 252 28 35 47 60 252 1 41 48 57 1 60 60 252 160 60 60 60 60 252 29 36 48 60 C 258 34 46 1 60 258 1 60 60 60 60 60 258 28 35 47 60 uj 264 I 34 45 60 258 40 47 56 60 60 264 60 60 60 60 60 264 35 46 60 r 270 33 44 60 264 39. 45 55 60 1]0 Y70 59 60 60 60 60 270 34 45 60 p 5 w 270 38 44 53 1 60 276 57 60 60 60 60 276 33 44 60 0 T xlb 276 32 43 160 c m 2B2 I 31 42 60 276 37 43 52 60 60 282 56 60 60 60 60 282 32 43 60 3 o a - 282 36 43 51 60 60 28g 55 60 60 b0 60 288 32 42 60 288 31 41 60 -To- 41p a o 288 36 42 50 1 60 60 294 1 54 60 60 60 60 294 31 41 294^1— 30 40 60 294 35 44 60 160 300 1 53 60 60 6060 300 30 41 60 V o B B 300 1 - 30 39 1 59 300 34 40 48 60 60 306 29 39 58 306 52 60 60 60 60 306 30 40 60 E z 306 1 34 39 47 59 b0 312 51 59 60 60 60 312 29 39 59 312 - 28 38 57 312 33 36 46 58 60 o I 312 1 - 37 156 318 1 50 58 1N60 60 60 318 29 38 58 i 324 1 - 36 55 318 32 38 45 1 5J b0 o 324 32 37 44 156 60 I 324 i 49 57 60 60 324 .28 38 56 1 330 1 - 36 54 330 31 36 44 55 60 I 330 48 56 60 60 330 - 37 55 336 01 - - - 35 153 33d 31 36 43 54 60 336 1 47 55 60 60 336 - 36 54 34235 52 342 30 35 42 53 60 342 146 SA 60 60 342 - 36 53 A 348 34 51 348 30 34 41 52 60 348 46 53 60 60 348 - 35 53 A 1 354 - 33 50 354 29 34 41 51 60 354 45 52 60 60354 - 34 52 3d0 33 49 360 29 33 40 i 50 60360 144 51 60 60 360 34 51 12 11 10 9 8 % 6 5 4 3 2 I I'L II IU Y a 6 5 4 3 2 I JEFFREY C.FRIANT'`P.E. EARTH TABLE 1e� � "yam H EARTH ANCHOR NOTES: 30"X 1/2"Shaft%4"Helix 1)Use when soil conditions are visually Identified to be loose to medium dense sand(Sail Class 4A) SOIL CLASS 4A 2)Use when sail conditions are mechanicaliy identified to be Soil Class 3. 60974 = — SCREEN 3 Use with Stabilizer loles are used when soil conditions are visual) identified to be loose to medium dense sand 5oil Class 4A SPANS MEDIUM DENSE SAND ) p Y' I I a,Ec'+w,M oocP tP.E.sl�E al Soil Class 3:24.39 blow count device or 351-550 o torque probe UP TO ANCHOR SPACING)INCHES) b)Soil Class 4A: 18.23 blow count device or 276-350 a torque probe Y7aO: a S7q yOF. ' lip) ANCHOR 2411 24 48 130 130 1 130 1 r G 54 130_ 130 I 130 nNi r�rn�n"G 6 12 130 130 u 66 127 I 130 i 130 '. _ 72 117 1 130 1 130 e 78 108_1 1 130 84 � 100 00 ) 129 29 ! 130 90 1 93 1 120L 130 _- 96—�- 88 1 113 1 130 c F _102 82 106 1 130 R. = 108 1 78 100 1 130 N x F _ 114 74 95 1 126 120 70 90 1 120 _.._ 126_..-.---67 - 86 _}_ 114 U 132 64 82 1 109 Z s 138 61 78 104 m 144 58 I 75 i 100 El ' E 1 150 _ 56 ) 72 1 96 i 156 54 1 69 1 92 0-' E 162 I 52 .I 67 89 w W 168 1 50 1 64 86 1 LL o _ 174 i 48 62 83 f° 180 47 60 80 1 z } 186 45 58 77 1 rr _ 192 44 56 60 1 o D _ 198 _ 42 55 60 W' 0 0 n a Z i 204 41 53 60 1 Q m LL z D 210 40 51 60 3 216 39 50 60 1 _ 222 38 49 1 60 1 228 37 47 1 60 < 234 1 36 1 46 1 60 F 240 1 35 1 45 60 0 0 _ 246f_ 34 44 59 N C 252 I 33 1 43 1 57 C 258 1 33 1 42 1 56 264 32 1 41 1 55 w g z a h 270 31 40 1 53 p o t2 i o 276 30 39 52 E,e o Y 282 30 38 51 3=o a 288 29 38 50 1 GI e - 294 29 37 49 1 0 �z;5 B + 300_ 28 36 48 = �;=e g I 306 35 47 U o G o 312 1 - 1 35 46 318 - 1 34 45 ,o 324 1 - 1 33 44 Z s f 330 I - 1 33 44 o a s< 336 32 1 43 "' 8 A 342 32 1 42 A 348 = 31 1 41 A 354 31 1 41 /�VS O 360 30 1 40 12 II IU 9 a Y 6 5 4 3 2 1 r