Loading...
HomeMy WebLinkAboutProduct approvals 0CI5 Home !Log In j-User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Unks Search br' a 7, ,;�j�;: Product Approval r �`+ � USER:Public User Product Approval Menu>Pronuct or Annlication Search>AnP katmn List>Application Dotall 1C ry 5I t FL# FL11291-RB —! Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 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 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (561)322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Jeffrey C.Friant,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 nendence Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 ASTM E330 2010 I � I I I ASTM G154 2016 ASTM G155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed.Professional Engineer or Architect FL11291 R8 Eauiv Equivalent Product Standard Certificate Ddf 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# 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 11 Dwg.Ddf 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 Ddf limitations. FL11291 R8 AE Fire Testing and UV Eval pdf Created by Independent Third Party:Yes 0 0 Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139S.*Pursuant to Section 455.27S(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 emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: ©`° � - M Credit Card Safe 1/2 PVC VOW. Disconnect Switches Motorized Rolldown Install Notes AL Patrick's Electric Company F2.)Install ectric for( 3 )motorized shutters 335 Shore Drive sconnect switches for shutters Drawn by: Patrick Hosey Fort Myers, FL 33905 3.)Motors are 120 volts 3amp 15 amp breaker&#12wire Date: 4.)Electric is feed from local circut Job Name:William Lambert Job Address:13509 NW Wax Myrtle Trl Palm City. L 34990 12 11 10 Y 8 7 6 5 4 3 2 1 JEFFREY C.F TIPtj)T STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES ;"P�° IATp, 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH H BUILDING FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE CODE ORUSERIDAILDING WITHN AND OUTSDEIHECODE SIXTH EDOHIGHVELOCITYH( 171 ANDI RIRICANEZONEPERASTM E330.E1996.E1886,AND M•D TAS 20I.202:203 TESTING STANDARDS. 0974 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION t _ p o_TLC ..a cH.:rt IGI AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED ' FOR THE SAME PRODUCT APPROVAL. ¢' ST F �' STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO 33.1/3a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR W000 ANCHOR -� ¢nT'i STORAI CATCHER XRE[N COIOR OIACK_NHITE GRAY BONE OflOWNI DESIGN. ,� �j�•�`S� G VLT VISUAI LIGIIi7RAN6MITin11CC 0.21 0.29 0.17 O.W 0.07 i 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR THE USE WITH THIS SYSTEM ''�� I - 1111,1�1 JI1 UVT.ULTRAVIOLET IIGIITTRAMSNIITTANCE 0.12 0.14 0.12 0.06 0.07 SHALL BE DETERMINED PER SEPERATE ENGINEERING IN ACCORDANCE WITH THE D" G SST SOLAR SPECTRUM TRA115MI17ANCf 0.12 0.30 O.IG 01B o.09 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL i0 THE VTR-VISUAL LIGHT REFLECTANCE 0.07 B.SB 0.26 0.44 0.22 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY >' :SSN-SOLAR SPECTRUM REFLFCTANCC 0.1 0 0.04 OAG R.19 0.4T 0.17 ASSEMBLY AS SHOWN. tTa SHGC-SOLAR IMAT GAIN CCEFNOENT - 0 07;.17 .177 n.�7- 4 5. DE51GN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED ,C;>,yr��iOOO SIIGC REDUCTION 79a: We• 76" 78+> Bri BY A 1.5 SAFETY FACTOR. SHGC PROPENIIES TESTED TO:NFRC 201.2010 USING INIEP.U.1 S1ANpARD TEST METHOD WITH CAtORIMEIRY 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A �^ m 1101 BOX METHODS AND UTILIZING CLEAR.INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS Z a DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE 511E OPTICAL21ASPROPERTIESTESTED I84/A SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. W;�_ F SSTM E 972/n51M E 108n/nSHRnE 74 I IJFP.0 202 7, THIS PRODUCT IS CLASSIFIED AS NONPOROUS,HAVING A POROSITY OF LESS THAN 10.. -'`-' F TESTING BY:ARCI IITECIURAL IESIING,INC..FRESNO.CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,SCREEN WI TAT IS SHGC? PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO MEET BUILDING A SIMPLE WAY TO EXPLAINSHGC 15 IN TERMS OF A RATIO:WHERE 115 THE MAXIMUM AMOUNT OF SOLAR HEAT ENVELOPE REQUIREMENTS. U �6 GAIN THAT CAN COME THROUGH A WINDOW AND O IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT B. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Z SUPERIMPOSED LOADS. _ 25%OF THE AVAILABLE 50LAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: � WHAT IS VLT? 9.1 SLIDE TRACK AND STRAP/BUCKLE:1.16FT SPAN-13OPSF DESIGN PRESSURE AND vi >16.26IT MAX.SPAN=60PSF DESIGN PRESSURE L1J E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 9.2 ROLL DOWN TRACKS:I-16FT SPAN-13OPSF DESIGN PRESSURE AND>16.30FT MAX. w E AND I.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=60PSF DESIGN PRESSURE I- w 9.3 GROMMETS:197'MAX.SPAN=60PSF DESIGN PRESSURE N Of 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9;2.&9.3 ABOVE. Of vi $ H 02 EVALUATION BASED ON: REFER TO TABLES II. PANELS SHALL BE PERMANENTLY WITH MINIMUM OF ONE LABEL PER PANEL Q p w - _ FENESTRATION TESTING LABORATORY.INC. CONTAINING THE FOLLOWING MINIMUM INFORMATION: Z >- FOR ALLOWABLE STORM SMART INDUSTRIES,INC. 61821DLEWILD STREET,FORT MYERS.FL.33966 1- LAS.No. 8441 LAB.No. 7590 DESIGN PRESSURES FL PRODUCT APPROVAL NO.FLll291 ry z PROJECT No. I5.5893 PROJECT No. 13.4387 OPENING NO.T! O FILE No. 13.890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS a LL i O APPLICABLE.ALL SCREENS ARE ALLOWABLE FOR TWO OPPOSITESIDE ATTACHMENTS WITH LAB.No. 8440 LAB.No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ.ZONE 4,MIAMI•DADE V) PROJECT No. 15-5892 PROJECT No. 17.7199 BUCKLE SPECIFICATIONS: REGIONS THEN DEFLECTION VALUES ARE ENFORCED,SEE DEFLECTION TABLE FOR SPECIFIC ` C LAB,No. 7561 LAB.No. 9818 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR � U PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. O PROJECT No. 13-a387 PROJECT No, 17.7449 F FILE No. 13-890 WIDTH/DIAMETER:2.5"4/-0.10' 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-16.U.N.O. H• C LAB.No. 6026 LAB.No. 9834 MATERAL:ACEL/'0'01D HURRICANE BARRIER "' PROJECT No. 09-1664 PROJECT No. 17.7543 POLYPROPYLENE MONOFIIAMENT WOVEN INIO C FILE No. 09-665 BASKET WEAVE DESIGN: Q I ¢w BLACK.WIRIE.BROWN TILK&TANI. O LAB.No. 9836 LAB.No. 9835 STRAP SPECIFICATIONS: BONE IWHI&TAN.GRAY=&W1111 o s NLBS ', PICAL ROLL o i I`p PROJECT No, 17.7543 PROJECT No. 17.7449 MECHANICAL PROPERTIES TEST METHOD VAIUE o --- - ---- - --- PATTERN:XIOO-1000_ TaV LAB.No. 9742 LAB.No. 9765 WIDTH/DIAMETER:1.875•/-0.063` GRAB TENSILE STRENGTH ASTM DJ632 500 550 PROJECT No. 17-7199 PROJECT No. 17.7449 THICKNESS:0.050"-/-0.010" TRAPEZOID TEAR STRENGTH ASTM D4533 200 250 0 a fBAVERAGE BREAK STRENGTH:6000 LBS MULLEN BURST ASTM D3786 750_ =TAB.No. 9833 LAB.No. 9647 MATERIAL:POLYESTER PUNCTURE STRENGTH ASTM OJB33 200B PROJECT No. 17-7543 PROJECT NO. 17-7199 AIR FLOWASTMD737 175 PERCENT OPEN AREA COE472215 % 1 5 UV RESISTANCE LOUVI ASTM G154 70 N c 5 LAB.No. IOJaB TAB.No, 10347 N H 3 PROJECT No. 1"274 PROJECT No. 1"274 SEWING: 'Pelcenl Open Aleo 4 o MARV. R 9NE f W �c HEN(HURRICANE ENGINEERING&TESTING.INC.) T138 POLYESTER THREAD(FOR ALL SPANS A�/-130PSFI PHYSICAL PROPERTIES TEST METHOD UNIT TYPICAL VALUE Oc 0 F REPORT NO.174301.1743D2,17-F3D3.174304.&174305 2400/2640 PTFE THREAD(OR SPANS UP TO 16'&-/-13OPSFI GENERIC OR EQUNALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGHT I ASTM OS261 07/Y07 9.7 A THICKNESS ASTM D5199 MIL 21 A CONSTRUCTION I EPI/PPI 6oX 63 F13ER CONTENT I I 103--PP 12 1I 10 9 8 / 6 5 4 3 2 1 12 I I 10 9 d 7 6 5 4 3 2 1 JEFFREY C.IT F (IP APPROVED EDGES ' ` zF �097 :f^- STITCHING - DETAILS STANDARD HEM: #P�1 SPAN DIRECTION.SCALE:N.T.S. "—LASER CUT EDGE •'w' ;_ PANEL ;0: 4fu0F A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED —0.334'NYLON CORDING OR FOR SPAN DIRECTION EDGES. 7.SMM PVC CORDING 7 -NYLON LUFT TAPE SPAN DIRECTION EDGE:NO HEM -----'i�� C' DI STANCE BETWEEN ROWS OF —STRCHING FABRIC �IIIIT^LIITTG STRChIING MAY VARY,STITCH PATTERNS �� 2'PANEL HEM DISPLAY REQUIRED NUMBER OF STITCH BI•FOLD W ElD SE ROWS SHOWN,MINIMUM. I I I /—PANELn C= 1--75--- — SPAN DIRECTION HEM:2 ROWS OF STITCHING o T F T PANEL HEM BI•FOLD WELD 1 —PANEL -F BI-FOLD W/DOUBLE STITCHING U m I Z > STRUCTURAL HEMS ; W E „`NYLON CORDING OR E 7.5MM PVC CORDING _ —STRAP,LOOP,BUCKLE STRAP ~ /•—NYLON LUFT TAPE / I ::) r_ 3 1/2"LOOP HEM o I — -- —FABRIC 1.50(Y ].SOT /__PANEL O w Z 3 > _ 0.375"1 `STITCHING ' IQ u — az 2"WIDE SEAT BELT--, D WEBBING LOOP d �_2•LOOP HEM —FIXED STRAP/LOOP I.D.N3 GROMMET T � � 2'LOOP HEM V) U I1 —PANEL 2S i�l:?5" %PANEL �, PANEL i U I__J u —' ALTERNATE FIXED STRAP/LOOP J S1ITCHING N SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL C C SIR UCWRALATTACHMFNIFORIOOP: I a OPTIONAL HEM STRUCTURALT HING&B IhOR LOOP.' _ I]I ROWS STITCHING BD%SIIICII T]I ROWS SIIICIIINGLBO%SIIICII H Z L-c W o <5�W N STRAP.LOOP. o S:o LL o [—PANEL BUCKLE/STRAP OR L o�x 1.500' 1.500• ,—FABRIC 31/2'S7RAP HEM / LUFT TAPE - "' o-a ----- 2 6zz� 6 \—STITCHING 7 U tq, G S B / OR EQUAL o o s -_-31(7BUCKLE HEM �•/ 31 TSTRAP HEM ^STRAP Z .c t / t � o�ta sa ci _J A �—PANEL I 2'OPFOLD A STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR EQUAL (3)ROWS STITCHING MIN.8 BOX STITCH @ EACH HEM 12 11 10 Y 8 / 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEfFREY C.FRIANT,P.E. �8 6113PNilo H TABLE 1 RESULTANT LOAD(PLF) PARALLEL TO WIND LOAD o.G 974 *: 5 K oaf a ee.: Span DESIGN PRESSURE(PSF) ((n) -aATE OF w r 30 1 40 50 70 75 80 90 100 1 110 120 130 E D R I ?c�"t,.l 48 1 115 1 149 187 _ 226 259 278 298 336 370 408 442 480 54 125 168 211 250_ 293 312 336 374 418 456 499 542 "� , N G 60 139 1 187 235 326 346 370 418 461 1 509 557 600 1111 � G ___66 _ 154 1 206_ 254 307 355 384 408 1 461 509 1 562 610 662 72 168 1�226 278 336 389 418 446 499 1 557 1 610 667 720 78 182 1 240 302 360 422 451 480 I 542 F---600--7 662 720 782 84 197 1 259 326 389 456 485 . 518 1 5B1 I 64B 1 710 778 840 90 - 211_. 278._.... _350._-_...-...._..._418--- — 485-- 557 ..518 624 691 763 830 898 _ 96 226 I 298 I 370 446 518 557 590 1 667 1 739 1 811 883 960 102 I 235 1 317 1 394 470 552 590 629 706 782 1 864 941 1018 01. F 108 1 250 1 336 1 418 499 5;1 624 667 1 749 830, 1 912 994 1075 H F _..,_ 114 _1 264 __ 350 442 528 1 614 658 701 i 787 B74 1 960 1046 1138 _ 120 1 278 370 1 461 557 1 648 691 739 1 830 .922 1 1013 1104 1195 126 1 293 389 1 485 1 581 1 677 725 773 i 869 I 965 1 1061 1157 1253 U 132__-_.___ 307 1 406 I 509 1 610 710 1 763 811 1 912 1 1013 7 1114 1210 1310 Z 138 322 427 1 533 1 638 744 1 797 1 850 1 955 1 1056 1 1162 1267 1373 144 336 446 557 1 667 773 1 830 883 1 994 1104 1214 1325 1430 vj cf 150 350 461 576 1 691 806 1 864 1 922 1 1037 1152 1262 1378 1493 LLI _ E 156 360 _ 480 600 720 840 898 960 I 1075 1195 1 1315 1435 1550 � E 162 374 499 1 624 1 749 874 1 936 1 994 1118 1243 1 1363 1488 1613 H w 168 389 518 I 648 1 778 902 970 1 1032 1 1162 1286 1 1416 1546 1670 � o � 174 403 538 1 672 1 802 936 1003 1 1070 1 1200 1 1334 1 1469 1598 1733 y 8 180 1 418 _ 557 1 691 ,..__ 830 __. 970__ 1037 1104 1 1243 1382 I 1517 1656 1790 0 o w o W 186 1 432 571 1 715 859 998 1070 1142 i 1286 1426 1 1570 1709 1853 Z w a W f 192 446 590 739 888 1032 1104 1181 1325 1474 1 1618 1 1762 1906 1- 19E 461 610 I 763 912 ° Q N Q z D — 204 (-- 470 629 1 787 941 Q m z D 210 1 485 648 806 3 216 1 499 I 6671 830 CZ298 222 514 1 682 854 1022 I 228 528 ) 701 I 878 1051 Ty=PERPENDICULAR LOADS T=SCREEN TENSION 234 1 542 I 720 898 1080 (EITHER DIRECTION) u 240 1 557 I 739 922 1104 0 0 246_f__566 758 _ `` 946 1133 C 252 1 581 778 _I 970 1162 258 595 792 994 1190 =-- % C —264 610 811 1013 1214 �� s ix=PARALLEL LOADS z 270 _ 624 830 1037 1243 276 1 638 850 1061 1272 o s LL o 282 653 1 869 1085 1301 t° 288 667 888 1104 1325 zIn _ _294- 1 677 902 _1128 1354 p In W _" e 306 1 706 941 1176 1411 LOADS ON EXISTING STRUCTURE 3 W B 312 720 960 1200 1435 3 Z C`o 318 734 979 _ 1219 1464 SIDE.SLIDE.GROMMET,&STRAP INSTALLATIONS _ Q 324 749 998 1243 1493 Z 0 9 c 330- 763 1013 1267 1522 " NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMMET.AND 336 778 1032 1291 1546 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. n E; W N 342 787 1051 1315 1574 348 802 107 — 1334 1603 A 1 354 1 816 1090 1358 1 1627 A 360 1 830 1104 1382 1 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 YQI� F11AIP uimPERPENDICULAR TO WIND LOAD - 7491i"? Span DESIGN PRESSURE(PSF) - Ti F E (in) v o� ., _ y } 4, 30 40 1 50 60 I 70 75 1 80 90 100 110 120 130 s 48 24 32 1 48 56 64 72 I 80 88 104 112 128 136 ,�y cL`� 54 24 32 48 56 64 72 ! 80 88 104 112 128 136 ' m nT '' G I 60 1 24 40 1 48 64 72 1 80 88 104 112 128 144 66 24 _ 40 1 48 56 64 72 1 80 88 I 104 112 128 144 72 -_.i_---24---... 33I 48 — — 56 .. 1.__ 64 _.._ 72_I_.._ 80 _ 88 —L_ 104 _ 112 — 136 168 .Q 78 32 40 56 64 80 88 96 112 128 144 168 200 (�1a 84 40 60 1 80 100 120 130 140 170 190 220 250 300 90 ! 50 60 90 110 30 150 1 160 190 230 260 300 340 80q 96 1_ 50 _ 70 90 ___ 120 _ 150 _ 170 1_ 180 220 _ 260 300 340 _ 390 {., F 102 50 80 100 130 170 190 210 250 290 340 390 430 108 1 60 BO 1 110 150 190 210 1 230 270 320 380 430 480 N a d F 114 1 60 90 120 160 200 230 250 300 360 410 480 520 120 1 70 100 130 1 170 220 240 1 270 1 330 390 450 520 570 126 1 70 1 1DO 140 190 240 260 1 290 350 1 420 490 570 610 U 132 70 110 150 1 200 250 280 1 310 380 450 530 610 660 Z > 138 80 120 160 1 210 260 290 I 320 _ 390 460 540 630 680 _ 144 1 80 120 160 220 270 300 1 330 400 480 560 640 700 tri °C 150 1 90 130 170 220 _ 280 310 340 410 490 570 660 720 w E 156 90 130 180 230 290 320 350 430 500 590 670 740 ce E _ __162_----- 90 I40___ 180 240 300 _ 330 360 440 520 60D 690 770 F- ri 168 100 140 190 250 310 340 380 450 530 610 710 790 174 100 150 200 I 250 320 350 1 390 460 540 630 720 810 LL 180 100 150 I 200 260 330 360 400 470 550 640 740 830 0� 186 110 160 210 270 336 370 410 480 570 660 750 B50 Z a 192 110 160 220 28D 340 380 I 420 1 490 1 580 670 840 1 1010 I— ; m o 198 120 170 1 230 290 8� 0 D 204 120 _ 180 240 300 Q m S = Z D 210 _ 130 180 250 i 276 140 190 260 330 N 222 140 200 270 340 C 228 _ 150 210 1 280 350 TY=PEP.PENDICULAR LOADS T=SCREEN TENSION __ < Q 234 I 150 220 1 290 370 (EITHER DIRECTION( 240 1 160 220 300 380 �� Q 246 1 160 230 310 390 j F- C 252 1 170 1 240 1 320 400 _` C 258 I 180 250 330 420 o 264 180 266 I 340 430 1 Tx=PARALLEL LOADS N i 270 990 260 350 440 l J , C a o� 276 190 270 1 360 _ 460 �I 0 In o o 282 1 200 1 280 1 370 470 -- _ - 288 200 1 290 380 480 294 210 300 390 490 0 ¢f o B _ 30 220 1 3 I_ 4 510 LOADS ON EXISTING STRUCTURE �3z� B 306 220 31010 41010 520 312 230 I 320 420 530 o o SIDE.SLIDE.GROMMET.&STRAP INSTALLATIONS n s 318 230 330 430 540 c 5 324 240 340 440 560 Z LL o N 330 240 340 450 570 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMMET.AND p o u p 336 25U 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. fl, vi N 342 260 360 470 600 348 260 370 480 610 A I 354 270 380 490 620 A 360 270 380 1 500 630 4 12 11 10 9 8 7 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 1 JEFFREY ����aV.lPi LPN H MINIMUM SEPERATION FROM GLASS(inches) TABLE 3 ADD I"FOR MIAMI-DADE HVHZ ?' _= k �:[Yk Pf fit Span I DESIGN PRESSURE(PSF) E"cif L-OF- (in) 0 L9F'30 40 I 50 60 70 75 80 I 90 100 110 120 130 L 48 3.0 3.1 3.3 __ 3.4 3.5 3.5 ___3,6,___ _ 3.7 3.8 3.9 4.0 4.1 54 3.0 3.1 3.2 3.3 5.5 r 3.5 9.6 1 - 3.7 3.8 3.9 4.0 4.1 I'll lilt G 60 3.0 3.1 3.3 1 3.4 3.5 1 3.5 3.6 3.7 3.8 3.9 4.0 4.1 n G 66 3.0 3.1 3.3 1 3.4 3.5 3.5 3.6 1 3.7 3.8 3.9 4.1 4.2 5 v 72 3.0 _3.1 3.3 . 3,4 3.5 _I_3.6 ._ 3.6 3.7 _ 3.9 4.0 4.4 4.8 I , 78 3.4 3.6 3.9 4.1 4.3 ( 4.4 4.5 1 4.7 4.9 5.1 5.3 6.0 1 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 I 90 4.3 I 4.7 5.1 5.4 5.8 6.0 6.2 b.b 7.0 7.4 7.7 8.1 1 1 V w 96 4.7 5.2 5.7 6.1 6.6 1 6.8 7.1 7.5 8.0 8.5 9.0 9.3 " 102 i 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 F 108 1 5.6 I 6.2 6.9 7.5 - 8� 8.5 8.8 9.4 10.1 10.7 11.4 11.6 1 _,.,.114 _I_.......... ...___6.7_._........_. 7.5_ _ 82 __ 8.9_ 9.3 9.7 1�_10_4 _- 11.1 11.9 12_6 _ 12.7 120 6.4 7.2 f 8.1 8.9- 9.7 10.1 10.5 ( 11.3 12.2 13.0 13.8 13.8 (._ 126 6.8 1 7.7 1 8.7 9.6 10.5 10.9 11.4 12.3 13.2 14.1 15.0 15.0 1U m 132 7.3 8.3 I 9.3 10.3 11.3 1 11.8 12.3 13.3 I 14.3 15.3 16.3 16.1 Z i138_....._. -7.7.....-.._.. .......-._8.7_...._... 1---9_7.-..- - 10.7 -...._. 1 1.7---- 12.2 ----12_�-_L_..._-13.7 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 I 15.1 16.1 17.1 17.1 150 8.5 9.5 1 10.5 1 11.5 12.5 13.0 13.5 1 14.5 1 15.5 16.5 17.5 17.7 LU E _ 156 8.9 9.9 if 0.9 11.9 12.9 13.4 13.9 14.9 15.9 16.9 17.9 18.2 162 T 9.3 9-9 1 -91 -9 1 1.9 13.3 13.8 14.3 15.3 16.3 17.3 18.3 18.7 F- W E 168 1 9.7 10.7 1 11.7 1 12.7 1 13.7 14.2 14.7 1 15.7 16.7 17.7 18.7 19.3 o 174 1 10.1 I 11.1 1 12.1 1 13.1 1 14.1 14.6 15.1 16.1 17.1 18.1 19.1 19.8 11.5 ,..._-. 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 11.9 12.9 (. 13.9 J- 14.9 15.4 15.9 16.9 17.9 18.9 19.9 20.9 192 11.9 I 12.3 13.3 14.3 15.3 15.8 16.3 17.3 18.3 19.3 22.2 24.9 I a zz 198 11.9 12.9 13.9 14.9 �• 0 ¢ z D _ 204 12.5 -._.-..._13_5 - - 14.6.....- -- 5 6- Q m z D 210 13.1 14.1 15.2 16.3 216 13.7 1 14.8 15.9 1 17.0 : fL 222 14.3 15.4 16.5 17.6 = 228 14.9 16.0 17.2 18.3 234 15.5 1 16.7 17.8 19.0 I NOTE:INSTALLATIONS NOTE:INSTALLATIONS � U 240 16.1 1 17.3 18.5 19.7 OUTSIDE OF THE HVHZ THAT/1CRE1H OUTSIDE OF THE HVHZ THAT 0 0 246 .16.7 _I 7.9 _ 19.1 20.4 ARE NOT WIND ZONE 4 ORARE NOT WIND ZONE 4 OR 1- 252 17.3 18.6 19.8 21.0 ctAtiNc- ESSENTIAL FACILITIES DO h C ESSENTIAL FACILITIES DO C 258 17.9 19.2 20.5 21.7 NOT REQUIRE SEPARATIONNOT REQUIRE SEPARATION o 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. 270 19.1 20.5 21.8 23.1 276 19.8 21.1 22.4 23.8 0 o z 282 20.4 21.7 23.1 24.4 \ DEFLECTION MUST BE o --------- - --- -288 21.0_ -22.3 _ 23.7 _ 25.1 MEASURED AT PANEL DEFLECTION MUST BE _;o294 21.6 23.0 24.4 25.8 MID-SPAN.SEE TABLEMEASURED AT PANELz300 1 22.2 23.6 25.0 26.5 ABOVE FOR MINIMUM �MID-SPAN.SEETABLE dB SEPARATION FROM GLAZINABOVE FOR MINIMUM x 312 22.8 24.2 25.7 27.1 SEPARATION FROM GLAZING. U W B 312 23.4 24.9 26.3 27.8 x o 318 1 24.0 27, -3 0 28.5 "SCREEN 24 24.E 26.1 27.7 29.2 I c.6 330 25.2 1 26.8 I 28.3 29.9 DEFLECTION DIAGRAM DEFLECTION DIAGRAM � 336 25.8 27,4 1 29.0 30.5 o I °? _ 342 26.4 _ 28.0 29.6 31.2 348 27.0 i 28.7 1 30.3 31.9 A i 354 1 30.9 332.36 3 A28. 360 3 J 12 1I 10 9 8 / 6 S 4 3 2 1 12 II 10 Y 8 7 6 5 4 9 2 1 JEFFREY C.FR�T P.E. III P H ,110'01 ALU..POPRWEISITYPI GEARPLATEOR 6o97., ALUNUNUM HOOD BACK MOTOR BRACKET ROU11ORMAUrAIIIIA AIUM. OP ENTRY RAIL GUIDE —SIDE RAIL A III-AN.1,ADI.CIII..MFT. AI24O AX. GEAR OR .1M Ih IT G _51< • TUBULAR MOTOR 118"AIU1*POP 1111111(TWI L L—E G x'x x 7JT,YZ'X*x>�'x' C�p STEEL OR ALUM.UBE ALUMINUMB LTYLES 6D".,OR 70— FOIL UF SCQ-E1 111 IS Aa O�Ry o� [IFARINGPLAIECR STA"D 'RD RD CP Cp x IL x kxx�"..", UP TO 100 USS SCREEN WEIGHT WITH: x A'10 I-I'CASI SIDE PLATE--- �3 5116'TA CONOR 11 U. ZZ 01. ALUMNU.IIOODFRONI F X. > I t � F • RAIL GUIDE POLL rORM.04CrAIUM, :9 ,,-x x>�x SIDE RAIL u > III I 31CIE11(IYPI SCREEN UP T U 360 LES SCREEN MIGHT WITH: BOTTOM BAR IeI 16"0 JAPCONS OR X -SMS PIASIIC IRAC4 GUME 360 MAX.SPANWIDIII Lu E ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL FE E TYPICAL SINGIFSPAN UP TO?4'-0:IHSfAtLAITCN-H.13. KOLL-UPSCREEN114TALLA1101,11-N.T.S. UP TO 200 LES SCREEN WEIGHT WITH: V, 5116",I TAPCONS OR W 6, z D D MOUNTING BRACKET SHAPES < To "X'-'-- >�x - ROIL-UPSCR[fN]NSTALLAilOr4S.N.I.S. 4 >>0 R Kx; x< x < , X V > X M,�x u X- ALUM.MULLION EXISTING STRUCTURE 0 X, z�>�, >X, X BUILD-BUILD OR BUILD-OUl IF F_ x IF > < V) c X x x _c 'E I ULF x X < < x SEE BPACr.Et rASTMEP SCI-COUIC Iloj S!f'RACI:.qFASTr)iEP.Sc.!DVLETH3--x > ­ X, Y Y,\ F7 FOR'"IENIEPME APID OuAfITITY DIEV FOR.PASIENER SUE A113 OU.1111TI ---------------- x� --------------- ................ ................ MOUNTING BRACKET MOUNTING BRACKET MOUNTING BRACKET L 2LSU'MAX.SPAN LYIDIII (SEE DETAIL THIS SHEET) ISEE DETAIL THIS SHEET) ISEE DETAIL THIS SHEET) ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION ~'�¢�¢ TA . APPROVED INTERMEDIATE MULLION REaURED FORNSTAUL&TION-N.I.S. MOUNTING BRACKET INSTALLATION ROLL-UP SCREEN-N.T.5. A 6 12 1 1 10 y 8 6 J 4 3 2 1 12 11 10 Y 8 7 6 5 4 3 2 ( - INSTALL 111E APPROPRIATE ANCHORS 10 IIlE GIVEN JEFFREY C.FRIANT,P.E. SUUSIRAIE n JP O.C.IIYP.I.HEAD BOX ANCHORS ryTalIF INSTATE APPROPRIATE ANCHORS 1/1'0 SEIf•TAPPWG RP 74111/f AS NEEDED IO PREVENT I IOUS'NG ;5MS TFROM EACII END \\ C /7j',' ARE NOT REQUIRED FOR STRUCTURAL SUPPORT Of CONTINUOUS �S,( SYSIfMAND 711ERFfORE DO NOI fO110W INF.AHCIIO. co"""UMANGLE IROMSAGGING. :TUBE tlU0.0001IIEADER AND 2P O.C.(IYPI I-1 IA BL[SCIICDIIIE.�\ SfE SHFEI3 FOR TUBE IPTIO14S�\ / FANUFAIUVEEDPER MANUICATIO S. ,�' I ••P1 >'• TK TyIltS-CONTINUOUS SPECIFICATIONS. /�' �\ r 1•-• AWMINUMANGIE /• D•6097.( SUITABLE SUDS RATES c,/ ,.'�• :••I•.•,..•. .•'•F••,•\•' '`� _I1 /INCLUDECONCRF IF. /. /'.•• '` CONCRETE HllE0 CMU. /', - T•• .'�� = 0� (iR011i III IfD BLOCK.-` %/ // / / - INSTATE THE { •• Id / /' Arl'RO1RIAIE fS� ,•'•\v�� AL UMINUM•STEEL. // E'••;V HOLLOW BLOCK. / %•J ANCHORS IOIMF G AND WCOU. GNEN SU0.SIRAlF FER �/' THE ANCHOR IABLE5. FABRIC ATTACHED PER ��/��•�/`/�// �;_� EAnNU7ACTURER'S / // -(I -t — IIOUSINGSILE VARIES w11H ROLL SPECIFICA710N5. / i l DU.MEfER.ROIIWG MECIIANLSN. uG SUllhtllE SIIBS1RAILS / \�,r� MAY ALSO BE HIDDEN OR �� f- iNCIUDE CONCRETE, j MOUNTED IN EAVE OR SOFFIT COHC.RE7E ittlED GAIT. /. GROUHFII LED BLOCK.--/' ALUMNUM.STEEL. HOLLOW ULOCK. F /:/ i//,/ AND WOOD. `-'--SInF TRACK GUIDE I.Q:ATION n \ HOUSINGS III VARIES-III ROLL �DMMEIER.ROLUNGMCCHANISM U MAY AISO BE HIDDEN OR -SIDE TRACK GU'FIE LOCATION MOST ILL EAVE OR SCENE �RCIL-UPFABRICORSCRLEN =m -,_SIDE RAIL ATTACHED MR N / ! 3'.r.I/e-hulM,prrl,; / APPROPRIATE ANCHOR IASI E. LLl E %'/,�' /'% —Rou-urscsEEN it / � �_ E /i � VERIICAL Ty IVARTING DEPTH)BUILD OUT F.. w //,�'/•, /. IM'G SEIf-V.PPwG ', FASTENED PER ANCHORSCHEDULE.OFFSET (� w f SIDE RAIL AIfAr:11ED PER SMS III PER EEG(IYI'I-�:;//,� -BIIBD-0III ANCHOR LOCAIK1N53'IO ALLOW R' LL �' SUITABLE SUBSIRATE5 /� /, `APFROPA1All ANCHOR TABLE. JIOP&ROIIOM j/ � SIDERA"O BEMOUNIED PER THE = v! - WCIUDF.CONCRE�E. / % /.// /// PUBILSHED ANCfIOR SCHEDULE. CnNCRETEFRLEDG,BU. ''��: W fD rL S GROUT fIIICU BLOCK. Z 3 P Z ALUMINUM.SIEEI. j / / / �`RULI-UP SCREEN BOTTOM BAR II �a DIIOW BLOCK. /;/ // 'j !' , WIIII OPTgNAI SEAL INSERT. ~ Ep. IDP.SI• O AND WOOD. /•'.%;' / ��•SCREEF!BOf10M BAR / O N < Z INSIALLIHEAPPROPRIAIEANCHORS10111F I E`t LL p �' / BOTOM BAR SEAL u \_IIFlHICKALUM.ANGLF541 Q m Z p / /% % CNENSUBSIRAIB PER THE ANCHOR MBLES.JI. � _ CONCRETE SHOWN.OTHER SUITABLE SUBSTRAIE3 IHICK ALUM.TUBE f RICLUDE CONCRETE FILLED CMU,GROUT IILLED BLOCK.-i �' 1M•0 7.j-O.SELF-TAPPWG N = -BUILD-OUT SILL.SEE C y.,•.- sfAssaro.c.prrl 2 IIOLIOw BLOCK.ALUMINUM.SIEEI,AND WOOD. St B FOR TUBE OPTIONS. lj u Lr 3.I5D• , OUILD•OU1 OPTION O P.OIL•UPSOLAR16UGSCREEN ��1RCLl•UPSOLAR/BUGSCREEN , I I, N C � ; ul.i. SCCIIJX VKn Ni.f. p Z O ��x00 3/CBUILD-OUT SIDE RAIL WITH SNAP IN COVER SIDE RAIL TOP ENTRY GUIDE W/SCREWS(PLASTIC ` 3 a A XI., SECIIJr:•ixn, � 6 ni3. E-IIJ:l MErr �O�m _ -__ I..As1750, o.)fa• U 0.115' -'j ozw e F 3 —I —_ 7.w aA7s o W 1.038' ' j U.TD-/ 2.75P'0.8 —/ HE [•OIIOLIBARG y G .Io7• 0IU%G DOIcr ICR O •^ D7Ar ROW�G SYSIA'NUAI B.FoA,fr•cceSS Naze covrcro H•RDIYAiE ACCESS CLDSED_I OPIIDNAI/ORI.IANVAIII A Y:f.H!rI,P YI llRlnrr iticl \YiIN SNnD IIICO\'ER IIYT'1 'IPCRgiED$Y$IEI.IS. 13115' ' A s SIDE RAIL WITH SNAP W BUTTONS 6 IDE RAIL VER 7 SUDE TRACK B ROLL-UP BOTTOM BAR TOM dAR TRACK GUIDE PLASTIC 6 NI.1. ;iClgH vl'/ 6 !- SE^.IIJHYrw A II.IS SKIIJN VR:\ A Ills. SECIANVL. A ILLS S-VQI rRW 12 I I 10 9 a 6 4 3 2 I 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C.F I M TIP E. SUITABLE SUBSTRATES INCLUDE CONCReE GROUT SUBSTRATES INCLUDE BLOCK, SUITABLE SUBSTRATES INCLUDE ` q� CONCRETE.GROUT FILLED BLOCK. CONCP•EE•GROUT FILLED BLOCK. CONCRETE FILLED CFAU,ALUM6 NFA, SEETABLES FOR APPROPRIATE CONCRETE FILLED CMU.ALUMINUM. ... CONCRETE FILLED CMU.ALUMINUM. 1 `� 'Y HOLLOW BLOCK.STEEL AND WOOD. AIJCHOR AND SPACINGS HOLLOW BLOCK.STEEL AND WOOD. H HOLLOW BLOCK.$IEEE AFLD WOOD. \ - SEE7ABLESFORAPPROPRIATE SEE TABLES FOR APPROPRIATE_ APPROVED 3/4•BUILD-OUT SIDE 1 SEE TABLES FOR APPROPRIATE ANCHOR AND SPACING-1 ANCHOR AND SPACING \ RAIL PER DETAILS OtJ SHEET ANCHOR AND SPACING (60974 ••E!l- APPROVED SIDE RAIL^ j APPROVED 3F=BUILD•CUTSIDE \ \ 1 -` APPROVED 3/CBUIL0.0UTS!DE - 'F PER DETAILS ON SM-cET 7 1 RNL PER DETAIL$ON$HEEL 7� \ I �\`,, RAIL PER DETAILS ON SHEET 7� ��/lIV BEN ll,.A G 4 c IIII I�1bSSL G • •. '`' L 111IIIIII • SUITABLE SUBSTRATES INCLUDE •- G y '•, ,.1 . •'- CONCRETE.GROUT FILLED BLOCK. IA S CONCRETE FILLED CMU,ALUMINU , V j+ HOLLOW BLOCK.STEELANDWOODM, Ll I m9UtAtAi+IICPIai•,a.'u. l° WA~LL�MOUNT sSLnI��TON.IJI-:L, 3��wALLAQ.�$ TIQN— � y v F V lDOU1L0'-PARPSIn AlpI:IONlOr1 j•n.t.S. !1WA�j v�tOUNT-SECTIOLI r^ 6,7 F 3f.B'J.00U,S,OERAILRtSIAllAi17111pPIO:1Ar-N.IS. VJ 5/ . CESS HOLE ITYPI (OFFSE f ! U a I/al a DRIL-FLEXITYPI [SEE ANCHOR TABLES = I FOR SPACING) 1/4.14 DRIL-FLEX(TYP) Z > ISEE ANCHOR TABLES _SEE TABLES FOR APPROPRIATE = SEE ANCHOR TABLES WILL UNIONS I ANCHOR AND SPACING APPROVED MULLION m� FOR APPROPRIATE-. FOP.SPACING) r N , ,T I.i AtICHOR AND SPACING 2-A 4• LLJ g) E 2•x 3• 3. •r,r 4•,r 3-xa •+I "CIE: F- E Ed MULTIPLE TIPLE R F— G� W .• - •• -•• 7,4'Y.l '••'I•.; ;'IhILAIIC115<r1FOR, TMI$TY:ECII;"VtiFR S'DA ' • rxc']'x7' I/A=IA DRILL-FLEX(TYPI Z • •• v:GLF ORInN<. � rISEE TABLES FOR ,_ ?/ o• _ SPACING) SEE TABLES FOR APPROPRIATE i��. i �xTF• _ Q ry < Z D ANCHOR AND SPACING '' f Q 5/B'O ACCES� ` m LL V z D HOLE ITYPI ``SEE TABLES FOR APPROPRIATE 2 3 ANCHOR AND SPACING V) w x � BULL 011 OU - rZMULLION MOUNT-SECTION ��;o_RA:�TAL, al nr :e l:.ls. hBUILD-IN MOUNT-SECTION /e0:4UxS PEEUgSItILAl101110VUOILaI-N.LS. < WRY tSA:LAtiOti IOFIIOIIlItl.l�. FEIEP TOTE-�T<LI L.) I"z2"x I/8'RETENTION ANGLE O 6 f-(FULL LENGTH OF SCREEN OPTIONAL) B C `7> � REMOVABLE FASTENER _ A I'x Y'x 1/6' / C / -•-- -,1� r RETENTION ANGLE I I o- i •A W •----•---•--- SIDE RAIL w-- --- - Q SIDE RAIL— " •• I REMOVABLE I"x 1.1/Z'x 1/B"J •uq\q\0. ? d •.dnM •. FASTENER RETENTION ANGLE SIDE RAIL B - 1"x 1.1/7x 1/B" U •'�3 Z m B nV \ ••/\. ' L_I �SIDERAIL RETENTION ANGLE RFMOVABLE FASTENER 3 REMOVABLE FASTENER-/ 3•7 RETENTION ANGLE-DETAIL_ (RETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL RETENTION ANGLE-SECTION I a!TDFRAIII V.AttAPOIljOrHAl 11•cu (- SIJE RAIL FISIALUTICN ICPTIDtIII•ILTS. 0 YD F.h,l II131ALlA1 ONIOPi ON II•N.TS. �I S LlA0UN 1UPIlUIl21 11.T., 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 1 ' /2 n m v o , 6 x ^ x u Oc JEFF I.SEE TABLES FOR APPROPRIATE ANCHOR AND SPACING H SEE GROMMET AND STRAP SYSTEMS SLIDE 9f H%.'�- SUDETRACK NA Q mo REMOVABLE REMOVABLE FASTENER FASTENER IE:THE RETENTION ANGLES ARE NOT F REOUIRED WHERE THE SLIDE SCREEN TRACK ENDS ARE AGANST THE EXISTING STRUCTURE. SEE NOTE' 16 SLID TRACK > 00 ���4 SIDED ATTACHMENT THE SPAN IS IN Eli E DIMENSION BEWTEEN FASTENERS. SLIDE TRACK UITIBLE PLUG W/BRASS FITTING EL SPRING PIN Be `_~~~..~..~~.~ ~.. `_'~~�~~.~�.=~==" - �°�mm°°=�"�" NOjE::ANY MECHANICAL OR POSITIVE LOCKING HOLLOW Block STEEL.AND WOOD. DEVICE MAY BE USED IN LIEU OF THE PLUG OR ISIFF ANCHOR TABLES >X..�', SEE TABLES FOR AFPROPRIATE SPRING PIN SHOWN IN THIS DETA IC INSIDE TRACK. < ANCHOR.SPACING.AND v EDGE DISTANCE 0 sPAcl ,X BOTTOM TO HOLD PLASTIC FABR ffic ' 518 '°'^"RIL-"EX ` ISEE ANCHOR TABLES—, ES ON FOR SPACING) EET 9 FOP.THICKNESS) LLJ _ o u MWA EASY SCREEN SINGLE PANEL-ELEVATION SEE TABLES FOR APPROPRIATE ECTIONEr(�E DISTANCE, ^ ---'---' ------ -----T ��-----�\r---�^�- ^ `-''~~~~~~~~^~-~~~`�~^ BUILD-IN MOUNT-SECTION 01 w F 12 11 10 9 x 7 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 1 JEFFREY C.FR AN�)tP.E.Y! H SEE SLIDE AND STRAP SYSTEMS I`\•f" O�]'''.F{.p'_ FORALIERNAIIVE ATTACIIMENIS IIYP)_1 p•6097d \ 7.---'—' ERUInIG SIRUC,UCE JIYPI ,�'•�OA,6i1voA_091G,14 P.F.SFAt �_ SUUABIE$UBWAIESNCLUDE } {Y. , he k ;.�`�}`• 'h /{ F /; CONCRIE GRJUI P.IIED PIEYR. [� Of X �,: \� ���/`Z.JyXY�,i„•x• t,� cotICREIE FI'tIED CMU.ALU1.141U41,� :.lS'• "I (L�.`� k rX 'Y"XJ 1•Y`-� /K: 11D:1D'N BLOCF.STEFL AtiD 1'IODD. �i FY^S• •••fj) .'•X x� .'��x C•, _ RE.IOVAELEF,13ENERIIYPI X] [SEE IABIES FOR AIPFOPRUfE / !/ CJ ANCNJRAIIDSa>Cnk`+J An nla'lki"�G :HP:n1E� X,. . ri X:�\S.' 2�SS GRDr.V.f•F /rU) Kx ,i��` � > GROMMET-DETAIL WALLMOUNT-SECTION U >�• Y l�: (? nP4'.us4llAF'UUI�Gi1911F.u.ts = __,_,_. wT1Ani.$PAN wmu1 N i Ix W E GROMMET SCREEN SINGLE PANEL-ELEVATION — E ,t PICAL ER^SI_EDAIIACIIIAEUT V ,ICAIORIIORI7D'11A11::!.TnLAIID1i-II.,,5 w LL Q N LL In N � ray Z•a 3 } ? 'Y'\>X/> K>:y Y f'I• 'r,', >E x-: , Y IRACr:E0.IIIYf'I (O—`I Q 0• to Z t � ,}� }, ,c ISEE 1R<c.epu InetE .,�C,X> Y x. ,� Y•tl, Y.�:r: >;k. ,'x k^:�` `�� C 3 D )fy'uhxJ}' J( �,C,; C N = x ( \ k >}x >, _ _ •t>a Y• '1� ` IR•rF•PDI:NYP; ^ ISEE IR`CR EO:t '>K` >''< X,X`.>\t \} \ ! Y\• i ! „ ' ':Z'{\ry .< 'rC /, x > y I/ Y �F tAEIE FOP.•PACI`:G '••• aG :'\'i� htjx.4.f y �,\! < ;ram rS�` C � v�X,({ .;x,t,�. ''�2{?X > �,. `�K,' � ^'\ ;rF. r�x X ^ •• � .. � I C �•% ` t?>x !> � Vic`x WW rlaArcS -- � REIAOY ,:, ..Jy'�� X',r,?:) >y x���(J�'y'4,,yic��`? ."X „xS.r� . y, � 'y J� ,�\ > •• , ,. ,• Q =-Q o IAPCO o. _.. . 5." }��y 4 0P, AdIE IIYPI iA$IE\ER u IAPCp110F REMOVABLEfASIE Nz NEP)IYP)_ X�{ Y �x '>/y Tl 1 y ISEE IAS'Er•Ei IABSESfOR<PACRIG) _ B `./C�.YT {X�� [SEE FASTENER 1A3lES F0?SMCnIGI U �g W w� B ,BUILD-IN MOUNT-SECTION "F TRACK MOUNT-SECTION i o F o` -- \-/AIIG:EDYDu!IUDY.D FISIAL!n,1ON 10P,ID1171-I.IS. \..SIAI.:uRD CP EL'�.IlON Ir.$IALµ11JN IDFIID:ISI•eIIS. i 3 2 �— 36-6-MA%SINGLE PANEL LENGTH ITYPI I I .-6'MA%1I14GLE PANEL LENGTH(TYP) j Z ouo.s IINIIMIIED NON-SPAN LENGTHUNLU.111Epix NONSPAN IENGiN___ Q 1 p i'1 Q GROMMET SCREEN MULTIPLE PANEL-ELEVATION GROMMET SCREEN MULTIPLE PANEL-ELEVATION i A !nPPE-SCREE:1-vFRtA;ntJRHDRUOIIIAIn:SV.tV.I:ON-N.IS. OPUDI;AICOIIUANAtUCArAEf1i•YFR:ICAlCR1.ORITCNIALI11S1AllAIq:J•,a1S, 1 A 1 O 12 11 10 Y 8 / 6 5 4 3 2 1 12 II IU Y B 7 6 5 4 9 2 1 JEFFREY C.FRRIAAlBl RFnl7 H _ o.va 0.373• 974 ' O.JI]' 0.650' -� I r v O.JI i 0.313'0.o8' 9iS'�o^a_i_ur6.ulv.6:tAl 1.475' % .1 / � I 7.000 - I.675 - -J-'�;� c rJC u10 ryppry 0.09J• 1.675' G i 0.954' �O f'.11'w1151y1\\\ 0. .,t.070'` I iifJ NT6T y= IW:(DOUI 19 3.- L v'I'.'• ANGLED"F"TRACK BUILD—OUT'fTRACK REVERSE ANGLED"F" STANDARD"F"TRACK STUDDED ANGLED.TRACK I s F W63-16ALUPANUM-N.16_ 606346AIUM:NUM.-N.i5. e061i6ALUM'NUTA-N.I.S. 606}16ALUrAINUM-N.IS. 606346ALUMMUPA-N.I.S. (n 't F Ix, '' ?v,�; S' k 5cy. ZIPPER KEYNOTES Z A. 131 ROWS STITCHING EACH SIDE ac �., f\•' j�• TX OF ZIPPER(THREAD:I38 DENIER • i, POLYESTER). LLJ .e1 E ,� �k / K B. ANY SPRING CLIP W/MINIMUM E \ >\, ,r RATING OF 50 ELT W.L. w r. A Ey4 C. 7'WIDE SEAT BELT WEBBING WITH N w w a^!� X �� LOOP. LL o r- �fC. X 'X D. STRUCTURAL SEES EET I HEM.VARIES BY X PANEI.SEE SHEET I. Q ❑ � J OS7'JiI'.1Jfli:(.fI L \,l x X K E. B X STITCH. AT BELT WEBBING W/ Z 'u P „Z, Z BOX STRCH. - � ^ g s �� t o a m O D ':, ,isY ,A.' gx ^+•\ I :�`\'XK C m O ry Z Z O. 'SC, 1 w C N9i; I-MaN. C I. APRROVED FOR UP TO 60PSF MAXIMUM. a . MUST BE INSTALLED IN SPAN DIRECTION.3 w o °_F d . SHALL NOT PENETRATE HEMS. r- z�a� Q Q tN N W B 'JI � Cz6W a� U vd3zm B Laos 0 0 � A SLIDE TRACK SLOT DETAIL A AU6_�I6 AIUMINUI,1-N.I.Y. 12 1I 10 9 tl / 6 5 4 3 2 1 12 11 10 9 8 1 6 5 4 3 2 1 JEFFREY kf,"%141jFLF,! BOX STITCH CONFIGURATION 61e l F MAY CHANGE,BUT MUST ....... HAVETHESAM ECRGREA7ER H LINEAR INCHES OF STITCH. NON-SIRUCTURAI SEE GROMMET A ND STRAP SYSTEMS z . IrNON-SlRtlCfl)RA _LLAP 10PI10NAL 4 FOR ALTERNATIVE ATTACHMENTS(TYP) • KAPIOPTIONALl t-- A —-—-—-—-—- .BUCKLE ;o r '�x < O Z > ?Lv!n CE G > NXII G CE CE WI .Ox' x�z I E ',5TRAP/BUCKLE gj ADJUS�TABLE- IK ?FE 0 TRAP/ ZE LOOP, F S, X, x D71 -------------- DSR '- 0- Q--�------Q- A L 2m NUTABLESTR P BU�KLE-DErAIL -sN " - I IMIAL _ - P ex F >. ?x >> 4E WRAPAROUND- C-141 STRAP ITYPJ C9 Ll - 317 MAX.SPAN WIDIH 317 MAX.SPAN WIDTH E Sump(iypl STRAP SCREEN SINGLE PANEL-ELEVATION STRAP SCREEN SINGLE PANEL-ELEVATION E 4SlW0ANACHMF:J-VPPICa OR�DZL'OFAIALrISIAILAID.N-SCAtF:I.%S NOTE:FOR 4 SIDED ATTACIMEN1 THE PANISIN EXISTING IIIE SHORT DMENSION BEWICEN FASTENERS. COLUMN T MAPrll x 'x X, 0 z 0 < IN D D x V) x X> u F, > < y 0111 p 5 c laR 0 -- I c tic dixS> < "x 0 -x �^xl :k"it X I X a 2 > • xx"x 0.360- b.4 "x x B B X'x 4.000 u OE� 11Fn w w w-77 rl I I a w w w v 26-6"MAX SINGLE PANEL LENGTH(TYPI 38'-&'MAX SINGLE PANEL LENGTH(TYP; i : 1 0 tR UNIVAIIEDINON-SPANIENGTH LINEWITEDNON-SPANI[ENGTH 0 STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION 10-375- BEND LINE 0.7sw A STRAP BRACKET A 3U STAINLESS SIEEL-N.I.S. 1 2 12 11 10 9 8 7 6 5 4 3 2 1 12 II IU 9 8 % 6 5 4 3 2 1 OPTIONAL FLAP JEF;REEY I14R fITHPf:Yff''' (WHEN REQUIRED PER- FIXED OR GENERAL NOTE u7] ` STRAP BRACKET TAF `1`<, E T Ate`-i EXTERIOR FACE- 1 �ADJUSIAtlIE (211/d-ORS/Ib'1APCONHYPI H \STRAP (SEE FASTENER TABLES FOR SPACING) EXISTING STRUCTURE ITYPI L o \\ f SUITABLE SUBSTRATES INCLUDE =`` �• y( •y� OPTIONAL FLAP CONCRETE.GROUT FILLED BLOCK— REFER PO FASTENER O'T030' IWHEN REQUIRED PER_ z T•. •;Y CONCRETE FILLED CMU,HOLLOW BLOCK TntllES TOR[OOP SrnCWG - Xr GENERAL NOTE 471 t ALUh1P1UM.STEEL AND WOOD. .AL.,, -• 3' 1A1Jr'---STc"•`OT- T EXTERIOR FACE "� a - '•L�C I/d"MAX.GAP0 NOTE:CAN BE ATTACHED ••� O'T030' -' X., ''•ff �L`I`` r , G TO EXTERIOR OR L X I r1jl III aL INTERIOR FACE •• �m G FIXED OP.ADJUSTABLE SIRAP-/ �9a X yF STRAP BRACKET WITH I •. ••.l ,� xX X ' P • i. (2)1/4-OR 5/16-TAPCON IIYPI • - �`�� �_ • (SEE FASTENER TABLES FORSPACINGI •••�'� (-3 ALTERNATE FIXED STRAP/LOOP DETAIL � OUTSIDE MOUNT-SECTION •V STRUCTURAL AIIACLIMENI FOR LOOP•N.TS.: V SIRAP BRACKEI INSTAIATON IOPIPJN l)-N.rS. 131 ROWS SIIICI4NG A BOX SRIfH F PLAN VIEW DFIAII ��INSIDE MOUNT-SECTION _ �-SIRAP BRACKEI INSTALLATION[OPTION 21.N.I.S. y 1 's " F OPTIONAL FLAP PLAN VIEW DETAIL J 'WHEN REQUIRED PER._ I/7'x 37'EARTH ANCHOR GENERAL NOTE X7) I FIXED OR W/WELDED CENTER EYE ,1 a— U 'd I •DIA.x 6"SCH.40 PVC ITYP1 EXTERIOR FACE-� 1-ADJUSTABLE LAG EYE B E INSERT IN CONC.OR FILLED CMU 6 4'HELIX O \ Z > STRAP / SEE FA5IENOLf ER IIABL WOOD FOR SPACING) ` m r It / OPTIONAL FLAP III— F5I I I—III—I 1"I O —III—I I V) 0-1?30- / (WHEN REQUIRED PER II1—L_ -J—LI,—I I L—II I_ W E I ( / GE14ERAL NOTE 0711 —III—I III—III—III I --III—I I w E A % EXTERIOR FACE 1 ' 1/4"MAX.GAP i I I—III I=1 I I=1II—III 11 1=1 I I V~j w J w -R I 11=I I I—I�I—III_ I—III—I I rilTNS E�— T .: ' :•, �I I—III- I1—III-1 IT—III III=I I� ao.oB• p o � g I III— III—III—I I II I =1I1=1I itll oTo3o' 1� I I=III I I=IIElIEd I I III=I I I Z W a W x NOTE:CAN BE ATTACHED J .. ll= 'YIII—III—III-- I=III—I ~ �O iY a• < O FIXED OR ADIUSTABLE S1RI.P J 10 E%IERIOR OR ,. m D N o Z D INTERIOR FACE •' --HATCMNG THREADED INSERT IN CONC.OR FILLED CMU •• •.., I 1 11—I I l- =III=III=I -III=1 I I-. LAG EYE BOLT IN WOOD(TYP)_/ E I 1=U=I I I—I 11=111- —IIII I I—IIIII Z D (SEEFASTENFRTARLES FORSPACING) 1\-•---� I1=1I1=III=111=III=1 _ I-4f=1�-1� N v w —INSIDE MOUNT-SECTION DEARTH ANCHOR DETAIL (•OUTSIDEMOUNT-SECTION 5 EYEBMIWIIMIAIIONIOPTION41-N.1.1. �EARIHANCHORRISTALUTION-NI5-N15. �/ U EYE BOIL R�SIAIIAIIOrI[OPTION 3I-N.1.5. PLAN VIEW DETAIL SOX C1n85 do MEDIUM DENSE BAND 0 a PLAN VIEW DETAIL p POURED CONCRETE �� WOOD CONCRETE FILLED& � C MIN.3 KSI GROUT FILLED CELLS HOLLOW BLOCK MIN S.G.2.55 REINFORCED CELLS C ANCHOR MIN.EDGE MIN.EMS. MIN.EDGE MIN.EMS.I MIN.EDGE MIN.EMS. MIN.EDGE MIN.EMS. MIN.EDGE I MIN.EMS. ELJ ° o W I a"LAPCON 3" 1-3 4' 3" 1.3 d" 3" 1-I 4" 3 4' I.3 4' N A N A < a,o W 14"DROP IN a-1 3-1/2" 1' 1 N/A I N/A N/A NIA NIA NIA v 31W DROP IN 4' 1.9 16" d" 1.9 16' 1 N/A I N/A N/A NIA N/A N A o_ .1 z o zo 17'DROP IN 6" Z' 7' 2' NA 1 NA NA NA 6" 5.25' s3z 14'CREl6FLEK 21 7 2-I 7' I 1-1 4" N A N A 6' 5.2S 5/16•Ullrocan(3515 psi] 1 T i 7' 2.1/7' 2-114" 1 3-1IS' i 1-114" 3/4' 2" 6' 5.25' Q 4 i 0 3 8'LDT I 3=4=1=" 3' 1-1/2, N A N/A N/A N/A 6' 5.25" Y B 3 B'EPO%Y ANCHORS• 1 4" 3J B' 4' 3-3/4' 12' 1 3-3 4" N/A NIA 6" 5.25" _ 3',_„ B B"HOl OW SET d•I 7 I I•I 2" N/A N/A 4" I 1.1/4- N/A NIA N/A NIA 1;J z e 3 B"Combo Anchor LA I N A I N A NIA N A I N A I NIA 3 d" 2•I N A NIA 'a4 I•i I 17'Combo Anchor LA I N A I N A N A N A I N A 1 N A 3 4" 2-I T N/A NIA '� z 14"PANELMAIE INSERTS 1.3 4" 3.1 7' 1-1/7. 1 3.1 7' 1 1-I 4" 3 4" I-3 4" N A NIA N€o$ 14"PANELMATE FEMALE I 2-I 7' I-3 4" 2-I 7z I-I B" 1 2.1 7' I 1-I B' 3 4" 2' N/A N/A Z Ly f _ 1/4_'PANFLMATE MALE_ I 2-1(T � I-3� 2-1/2.• - 1-IL8_- _ 2.1/T I 1•I/8_-t4'___2_ N A NIA � o m� 1 d`PANELMATEWAS 12.1/2' I.3 1 2.1/2" 1-1 3' 2.1 2" I 1.1 8• 3 4" 7' NIA NIA 0 1/8"Alum I/4•'Aluminum 16 GA Steel WOOD A (MIN S.G.z.55( ( •ABo—ble Epoxy broods a Types: ANCHOR I MIN.EDGE_ MIN.EMS. MIN.EDGE MIN.EMS. I MIN.EDGE I MIN.EMB_ MIN.EDGE MIN.EMS. 11 Powers T308 A 1/4"SAMMY 22' 3 threoas 2' 3 lhroods 1 2' 3 Threads 1 3/4" 1.3/4" 21 TEN RedHead A7 1/4_TEKS 2" 3lhreads 2" 3lhreads 2" 3lhreads 13 12 11 10 Y 8 7 6 5 4 3 2 1 1 CONCRIETE TABLES y a 7 6 5 4 3 2 ``'' JEFFREY f0XX"' ,,(!E'���i�� H Drop n — 1 3/8'Drop 14 Drop In `` �T4kkkkk SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI SCREEN POURED CONCRETE SPANS (MIN 3KSI) _ + UP TO UP TO UP TO r]v:Ho. - r :° ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING(INCHES) .�r=5 �� ar (n) 24 20 16 12 10 (in) 18 16 1 14 12 10 (in) 12 10 8 6 1 4 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 t 130 54 130 130 1 130 130 130 54 130 130 130 130 130 54 130 130 130 1 130 ! 130 _ 60 130 _130 _130 130 130 60 130 130 130 130 130 60 130 130 130 130 1130 G 66 1130 130 1 130 130 130 1 66.- 130 130 130 _130 130 66 130_ 130 130 130! 130 G 72 130 130 130 130 130 72 130 1130 130 130 130 72 130 130 130 130? 130 78 130 130 1 130 130 130 78 130 1 130 130 130 130 78 120 130 130 130 1 130 �� W 84 130 130 1130 130 1130 ! 84 1301 130 130 130 130 84 111 130 199 130 1 130 90 130 130 1130 13�30 90 130 130 130 130 130 90 104 125 130 130 1130 96 130 130 1 130 130 1 130 i 96 130 13o 130 136 130 96 98 -1-1-77 13o. 130 1 130 - 102 130 130 130 130 1130 1 102 124 1 130 130 130 130 102 92 . 110 1130 130 1 130 108 130 130 130 130 1 130 1 108 117 130 130 130 130 108 187 104 1 130 130 1 130 r�^ Y F 120 120 J 130 130 --1-3-0-1--130 114 111 11 130_. 130_ 130 114 _ 82 99 123_ 130 1 130 (n `ta F 120 120 130 130 130 130 120 105 119 130 1130 130 120 78 94 117 130 130 N 126 1 1 14 1 130 130 130 1 130, 126 000 1 13 129 130 130 126 TT 89 111 13 1 1130 132 !.109 130 130 130 1130 1! 132 196 108 123 130 130 132 71 85 106 130 1 130 U 138 104 125 130 1130 1 130 138 92 103 118 130 ! 130 138 68 81 102 130 130 Z 144 100 120 1 130 1 130 1 130 144 88 99 113 130 130 144 65 78 98 130 130 __150 l_96_ 115 1 130 1 130 1 130 150 1 84 95 1108 126 1 130 150 62 75 94 125 1 130 N __1 b6-! 92 111 1 130_ 130 130 146-1-AL.- 91 _ 104 122 130 156 60 72 90 120 130 w E - i 1 - - f �' E 162 L 89 _I 07 1130 130 130 162 1 78 88 100 117 130 162 58 69 87 1 16 1130 ! 168 186 103 ! 129 130 130 168 75 85 97 113 130 168 56 67 84 111 1 130 N w ( 174 i 83 99 1-124 130 130 174 1 73 82 1 93 109 1 130 174 54 65 81 108 130 0 J ° LL D ce 180 1 80 96 120 130 130 180 1 70 79 1 90 105 1 130 180 52 62 78 104 1 130 0 p iti o _ 186 77 1 93 116 130 130 186 68 76 87 102 1 130 186 50 60 75 101 1 130 Z > 192__i 60 60 60 60 1 60 192 60 74 160 60 1 60 192 49 59 60 60 60 - w a w z 199 60 60 I 60_ 60_ 60_ 198 60 72 160 _60 60 19B 47 57 60 60 60 ~ o z m o D 204 160 60 60 60 60 204 60 70 1 60 60 1 60 204 46 55 60 60 60 Q m c Z D 210 60 60 1 60 60 60 210 60 68 1 60 60 1 60 210 45 53 60 60 60 3 216 160 60 1 60 1 60 1 60 216 59 1 66 60 60 160 1 216 43 52 60 60 60 222 60 60 1 60 60 60 222 57 1 64 1 60 60 160 1 222 42 51 60 60 60 V 228 60 1 60 1 60 60 60 228 55 62 60 60 60 228 41 49 60 60 60 < 234 60 1 60 1 60 ! 60 60 234 54 61 1 60 60 60 234 40 48 60 60 60 u 240 60 1 60 1 60 1 60 60 240 53 59 1 60 60 160 240 39 47 59 60 60 0 0 246 59 1 60 1 60 1 60 60 246 51 58 60 60 1 60 246 38 46 57 60 60 F- 252 57 1 60 ! 60 1 60 60 252 50 56 1 60 60 T 60 252 137 45 56 60 60 C 258 56 1 60 60 1 60 60 258 49 55 1 60 60 60 258 36 44 54 60 60 o C 264 55 160 60 160 60 264 48 54 60 60 160 264 135 43 53 60 60 w 270 53 160 60 60 60 270 47 53 1 60 60 60 270 1 35 42 52 60 1 60 ¢ 1 '5 0 1 276 52 60 1 60 60 60 276 46 52 1 59 60 60 276 34 41 51 60 60 0 _ a" _ 282 _51 ! 60 60 60 60 282 45 50 58 60 160 282 33 40 50 60 1 60 - t z 5 _288 50 60 160 60 60 288 44 49 1 56 60 1 60 288 133 39 49 60 1 60 ---- - 294 .49 1 59 1 60 60 60 294 43 48 55 60 1 60 294 32 38 48 60 60 0 3 a- 8 300 48 158 60 60 60 300 42 47 54 60 J 60 300 31 37 47 60 1 60 = x >8 8 306 1 47 1 56 60 60 60 306 41 46 153 60 60 306 31 37 46 60 1 60 U i g 312 46 1 55 60 60 60 312 41 46 152 60 60 312 130 36 45 60--F-60- 318 145 54 60 60 661 318 40 1 45 51 60 1 60 1 318 129 35 44 59 1 60 LL f o o g 324 44 53 60 60 60 1 324 1 39 44 50 59 1 60 324 29 35 43 58 60 Z 330 44 52 60 60 160 330 38 143 49 57 1 60 330 28 34 43 157 160 d o 336__ 43 51 _60 60 I bD 336 38 42 1 48 56 60 336 33 42 56 60 0 N .5- 342 42 51 60 60 6060 342 37 42 48 _55 160 342 1 - 33 41 55 60 A 348 41 50 60 60 160 348 36 41 47 54 60 348 32 40 54 1 60 A 354 41 49 1 60 60 ( 60 354 36 40 1 46 54 i 60 354 32 40 53 66 1 3 00 40 48 60 60 1 60 360 35 40 1 45 53 1 60 36- 31 39 52 60 I 12 11 10 9 8 / 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 'pol pllugrrrr JEFFRE•E-RI T,(F�� CONCRETE TABLES F1 �a��TRR nDED ROD& 3/8"LDT ANCHOR (— 3/81-RMI.0 WWS`El'7 Simpson) r t;- +� �jY4H •i rr _ FP SCREEN POURED CONCRETE = _ SCREEN POURED CONCRETE SPANS (MIN 3000 PSI) SCREEN POURED CONCRETE&GROUT FILLED SPANS (MIN 3000 PSI) UP TO SPANS I (MIN 3000 PSI) d c0 irLG$.TAL6,OF :��5 UP TO ANCHOR SPACING INCHES UP TO �•..r �;:t�, ANCHOR SPACING INCHES finl In ANCHOR SPACING INCHES G om IV. (in) 18 16 14 12 I 10 ( I r''G\ .° 24 1 22 20 18 12 48 130 130 130 130 130 1 18 1 16 1 14 12 1 10 48 130 1 130 1130 1 130 130 54 130 130 130 130 130 48 130 130 130 130 1 130 54 130 1301 1301 130 130 54 1 130 130 130 130 130 G 60 130 1 I30 130 130 130 - - q 60 1130 130' 130 130 130 66 130 130 130 130 130 60 130 130 130 130 130 v G 66 130 130 130 130 130 66 1130 130 130 130 130 72 130 130 130 130 130 &u 72 1 130 130 1 130 130 1 130 130 130 130 130 130 72 13 78 0 130 1 130 1 130 130 78 1130 130 1130 130 130 78 130 130 130 130 130 4 84 130 130 130 130 130 84 130 130 130 130 1130 � 84 130 130 130 130 I30 90 130 130 1 130 130 130 90 130 130 1 130 130 1 130 96 130 130 130 120 130 90 1 124 130 130__l 30 130 =a 96 _ 125 130_ 130 130 F1 0 Tt f02 125 130 130 130 130 96 117 130 130 130 130 t f---- 102 118 128 130 130�130 102 110 124 130 130 130 p 108 1 119 130 130 130 130 )-� - $a _108 1 1 1_. 121 _130 130 1 130 1 114 1 112 126 1 130 130 130 108 104 117 130 130 130 a=c F 114 105 715 126 I 130 113(T120 1 107 1 114 98 Ill 126 130 130 120 100 109 120 1130 i 130 I 126 102 11414 130 130 130 130 1130 130 120 93 105 120 _ 130 _130 � 126 1 95 104 114 1 127 1 130 132 97 109 125 130 130 126 89 100 114 130 130 U 132 91 99 109 121 130 132 85 95 109 127 130 Z > 138 87 95 104 116 130 _138 93 L__ 119 130 130 138 I 81 91 104 122 130 m 144 83 91 104 111 130 144 89 100 114 130 130 144 1 78 88 100 117 130 ' V) 150 1 85 96 110 1 128 130 LU E 150_._" 80 87 96107 130_ 156 82 92 105 123 130 150 75 84 96 112 129 756 77 84 92 103 130 156 72 81 92 106 129 162 79 89 102 119 130 162 -( 69� 78T 89 104 124 G E 162 74 81 1 89 99 130 168 76 86 98 114 130 N " W • 168 74 83 95 1 114 130 1 168 67 75 86 100 120 N o H i 168 71 76 86 95 130 1 174 64 72 83 97 116 Q LL o 174 69 1 75 1 83 92 130 0 180 71 B� 91 103 128 180 I 62 70 80 93 112 180 67 1 73 80 89 130 - Z > w = 192 69 77 88 103 124 186 60 68 77 90 108 186 65 170 77 86 129 _ _ Z 192 60 60 60 60 60 I- 192 60 I.60 60 60 160 178 58 60 60 60 60 o z m z 198 60 ( 60 60 60 60 198 60 60 60 60 60 D - 204 60 60 60 60 60 I 198 5� -60 60 60 60 Q m 0 N o 204 59 60 60 60 60 � 55 6060 60 60 60 z D 210 57 60 60 60 1 60 210 60 60 50 60 60 210 53 60 60 60 60 216 56 60 60 60 1 60 216 59 60 60 60 60 60 t) 216 52 58 60 60 _ = 222 54 222 58 60 60 60 60 222 50 57 60 60 60 59 60 60 1 60 228 56 60 60 60 60 228 49 55 60 60 60 u 228 153 57 60 60 160 234 51 56 60 60 1 60 234 55 60 60 60 60 234 48 54 60 60 60 240 53 60 60 60 60 _240___50 _55 _60 - 60 60 240 47 53 60 60 60 � o 246 49 53 59 60 60 246 52 59 60 60 60 246 46 51 59 60 I 60 0 C 252 51 57 60 60 60 252 44 50 57 60 60 C 252 1 48 52 57 60 1 60 c 258 1 50 55 60 60 60 �- 43 49 56 I 60 60 Lu 258 47 51 56 160 1 60 264 48 55 60 60 60 z 1-.n 264 45 50 55 1 60 1 60 264 42 48 55 I 60 60 270 44 48 53 59 60 270 47 53 60 60 60 ¢ Q `5 o w 276 46 52 60 60 1I 60 270 41 47 53 60 60 - ------ 4 276 43 147 152 .58 60 276 41 46 52 60 60 c I 282 43 1 46 151 157 1 60 282 45 51 58 60 1 60 282 40 45 1 51 60 60 W 3 Ei a 288 44 50 57 60 1 60 288 39 44 1 50 58 60 zEi 288 42 L45__ 50 156 60 294 44 49 56 60 60 G o �--------- 294 I 38 43 49 57 60 z s� 8 , 294 41 1 45 49 54 60 300 43 48 55 60 1 60 300 37 42 I 48 56 60 u is `o e 300 40 i 44 148 153 60 306 42 47 54 GO GO 306 1 37 41 1 47 55 60 c r o` 306 39 43 47 52 60 1 1 312 141 46 53 60 1 60 312 1 36 40 46 54 1 60 a z 312 38 42 1 46 51 60 318 40 45 52 60 60 318 35 40 1 45 53 60 o W 318 38 41 1 45 50 60 324 40 44 51 59 60 324 35 39 ! 44 52 60 " s ~ 324 37 40 1 44 49 60 330 39 44 50 58 1 60 330 l 34 38 44 51 60 0 H fn W H 330 36 40 44 L 60 1 336 1 38 43 49 57 60 336 1 33 1 38 1 43 50 60 _3�3�6 J 56 39 43 48 60 342 37 42 48 56 60 342 1 33 37 42 49 59 A 342 1 35 38 42 47 60 ) 348 1 37 41 47 55 160 348 I 32 1 36 1 41 48 58 A 348 1 34 38 41 46 60 354 36 41 46 54 60 354 32 36 41 47 57 354 1 34 37 41 45 60 360 36 40 46 53 60 360 31 35 40 47 56 360 33 36 40 44 60 12 11 10 9 tl / 6 5 4 3 2 1 12 11 10 9 8 / 6 5 4 3 2 I, JEFFREY C, CONCRETE TABLES H 114"PANELMATE INSERTS 1 4"PANELMATE FEMALE 1/4"PANELMATE MALE S��SC I I' SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE j SPANS! (MIN 3KSI) I SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO I UP TO UP TO z ca (in) ocST•�.;,._ x ANCHOR SPACING INCHES ANCHOR SPACING INCHES fin ANCHOR SPACING INCHES (in) 18 i 15 12 10 I 8 18 16 14 12 I 10 ) 16 16 14 1 12 10 '::ODD •:��S I,_-,.48_.. I.130I 130_I_130 130.1 130.- I 4B 130 130 130 130I 130I 48 130 130 130 130 130 �Q����I''•:+•••e•'�N�, 54 130! 130 130 130 130 54 130 130 130 130 1130 54 130 130 130 130 130 60 130 130 1 130 130 130 60 130 130 130 130 130 i 60 130 130 130 1 130 130 G 66 1 130 i 130 1 130 130 130 66 130 130 130 130 130 i 66 130 130 130 1130 130 G 72 130 130 4� 130 1 130 130 1 72 121 130 130 130 130 1 72 130 130 130 130 130 > 78 120 1130 130 . 130 130 1 I 78 112 126 130 130 130 78 126 130 130 130 130 IS!"® w 84 111 130 1130 130 130 84 104 117 130 130 130 ! _ B4 _117 130 130 130 130 Ir U) - 90 104125_I.130_I.130130 90 97 109 124 130 130 i 90 109 123 130 120 130 A w ----- 3 , 96 _ 98 1 117 1 130.__130 _130 96 91 102 117 130 130 96 103 115 130 130 130 102 92 i 110_ 130 130 130 1 102 85 96 110 128 130 102 96 109 124 130 130 , F 108 87 1104 : 130 130 130 F 108 81 91 104 721 130 1 108 91 103 117 130 130 � = 114 82 99 1 123 130 130 1 114 76 86 98 115 130 I 114 86 97 111 129 130 „ss F 120 78 1 94 1 117 130 130 1 22D 73 82 93 109 307 1120 82 92 105 123 130 i 126 i 74 i 89 rill 130 1 130 126 69 78 89 104 124 1 126 78 88 100 117 130 132 71 85_ 106 128 1 13D 132 66 1 74 85 99 119 132 75 84 96 112 130 U 13B (_68 81 ___102 122 1__130 1 138 63 1 71 81 (�95__1 14 138 71 80 92 107 128 Z_ 144 1 65 78 98 117 1 M 744 60 1I 68 78 191 109 144 68 1 77 88 103 123 150 62 75 94 112 1 130 15D 58 65 75 87 104 150 66 74 84 98 118 W - 156 60 72 90 108 130 1 156 56 63 72 84 100 156 63 71 81 95 114 E 162 58 69 87 1104 130 162 54 60 69 81 97 162 61 6B 78 91 109 � E 168 56 67 84 100 125 ! 168 52 158 67 78 93 168 59 66 75 88 105 N w 174 54 65 81 97 1121 1 1 174 50 1 56 64 75 90 174 57 64 73 85 102 y LL °o 180_ 52 62 1_78 1_94 117 180_ 48 i 54 62 I 73 87 180 55 62 70 82 98 p o 186 50 60 7 75 191 113 186 47 153 60 70 84 186 53 60 68 79 95 Z rcc 192 49 159 60 60 60 192 45 51 58 60 60 192 51 58 60 60 60 — ° z 198 47_ 57 1 60 60 60 19B 44 49 57 60 60 198 50 56 60 60 60 � 9 0 a z D 2r 4 46 155 60 60 60 204 43 148 55 160 60 204 48 54 60 60 60 Q m LL -o 210 1 45 153 1 60 _60 60 210 41 47 53 60 60 210 47 53 60 60 60 D d 216 1 43 52 60 60 60 216 40 45 52 60 60 216 46 51 59 60 60 N 2221 42..."_ 51____60_._60 60_ 222 39 44 •__50_ 59 60 222 44 50 S7 60 60 228 f 41 49 60 60 60 228 38 43 49 b7 60 228 A3 49 55 60 60 234 140 48 60 60 60 234 37 42 48 156 60 234 42 47 54 60 60 W u 1 240 1 39 47 59 60 60 240 36 41 47 1 54 60 240 1 41 46 53 60 60 Q a 246 ! 38 46 57 60 60 246 35 40 45 53 60 246 40 1 45 51 60 60 N C 252 37 45 56 60 60 252 35 39 44 52 60 252 39 44 50 59 60 C 258 36 44 54 60 60 258 34 38 43 51 60 258 38 43 49 57 60 a 264 35 43 53 60 60 264 33 137 42 49 59 '264 37 42 48 56 60 Lu o f 270 35 42 52 60 60 I 270 32 36 _41 48 58 270 36 41 47 55 1 60 a 2 I 276_ 34 41 51 60 60 I 276 32 35 41 47 57 276 36 40 46 1 53 60 0_` o 9 282 33 40 50 60 60 1 282 31 35 40 46 1 56 1 282 1 35 39 45 1 52 60 a$o a --- -- - 288 33 39 49 59 60 2B8 30 34 39 45 54 288 34 38 44 51 60 z o oi o 294 32 1 38 48 57 60 294 30 33 38 44 53 i 294 33 38 43 1 50 60 0 N -- B 300 31 37 47 56 1 60 300 29 1 33 37 44 52 1 300 33 37 42 1 49 59 x x 3 z o B 306 31 _37 46 55 60 306 28 32 37 43 51 306 32 36 41 48 58 U g 312 30 36 45 54 160 312 28 31 36 42 50 312 32 35 41 47 57 z 318 i 29 35_ 44 1 53 160 318 1 31 35 41 49 1 318 31 35 40 46 56 3 g 324_7 29 35 43 152 1 60 324 1 30 35 40 48 i 324 30 34 39 46 55 Z o 330 1 28 34 143 51 60 I 330 1 30 34 40 7 47 330 30 34 38 45 54 3: O o 336 33 1 42 1 50 1 60 336 29 1 33 1 39 14 336 29 33 38 44 53 342 33 41 49 160 I 342 129 33 38 146 342 29 32 37 43 52 A 348 32 40 48 60 - 28 1 32 38 1 45 348 28 32 36 42 51 A 354 32 1 354 1 - 1 32 1 37 1 44 I 354 - 31 36 42 50 / 360 31 39 47 59 360 1 - 131 1 36 1 44 I 360 31 35 41 49 vh 12 11 10 9 8 7 6 5 4 3 2 I 12 11 9 8 7 6 5 4 3 2 1 JEFFREY C.F CONCRETE TAB SPFF 5/16"ULTR ON I 1/4"TAPCON r- 1/4"CRETE-FLEX I ]��s: H SCREEN POURED ONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE I 'j SPANS (MIN 3KSI) SPANS (MIN 3350 PSI) 9j' SPANS; (MI 515 PSI( UP TO UP TO UP TO �z �s "•o°•• a 1n ANCH SPACING INCHES_ I� ANCHOR SPACING INCHES I� ANCHOR SPACING INCHES ;p E ( ) 1 B 1 16 ! 14 12 ( ) 12 10 8 1 6 4 ( ) 18 16 14 12 10 €0 48 I 3 1 130 113 1 130 48 130.1 130 130 1130 130 48 130 130 130 130 130 �0 54 0 130 130 54 130 130 130 130 130 54' 130 130 130 130 130 60 ! 130 130 130 1 130 60 130 130 130 130 130 60 130 130 130 130 130 nn 4i�n•"•` G 66 130 130 130 130 1 130 66 130 1 130 130 130 130 66 130 130 l30 130 130 G 72 130 130 130 130 130 72 130 130 130 130 130 1 72 - 130 130 1 130 130 130 78 130 130 130 130 130 78 123 1 130 130 130 130 1 78 123 130 130 130 130 84 130 130 130 130 130 84 114 1130 130 130 130 84 114 129 130 130 130 90 130 130 130 1 130 130 90 1 107 1 12288 130 1 130 130 1 90 1 107 120 130flll096 130 130 130 130 130 96 100 120 130 130 130 96 100 113' 1290102 130 130 130 130 130 102 94 1113 130 130 130 102 94 106 1210108 ! 124 101. 30 130 130 130 108 89 107 130 1130 130 108 89 100 114 62 F 114 117 130 130 130 130 114 84 �101 126 130 130 114 84 95 108 - F 120 111 125 1 130 130 130 120 80 96 120 130 130 120 80 90 1030126 1 106 119 1 130 130 130 126 76 91 114 130 130 126 76 86 980U132 101 114 1 130 130 130 132 73 87 109 130 130 132 73 82 94 0138 97 109 124 130 130 138 70 83 104 130 130 138 70 78 89 5 Z § 144 93 104 119 130 130 144 67 80 100 130 130 144 67 75_ 86 100 120 _.89__ 100__115 130__130 150 64 77 96 128 130 150 64 72 82 96 1 I S W 156 B6___96 _1 10 _126 ( 130 156 62 7744 92 123 130 156 62 69 79 92 1 1 I E 162 82 93 106 124 T 130 162 59 71 89 119 130 162 59 67 76 89 107 E 168 BO 89 102 119 1130 168 57 69 86 114 130 168 57 64 73 86 103 N 174_ 77 86 99 1 15 1 130 174 55 66 '83 110 130 174 55 62 71 63 99 N LL Fi 180 74 84 95 1 111 13 180 53 64 80 107 130 180 53 60 69 80 96 o m o ! 186 1 72 81 92 108 0 186 52 62 77 103 130 18b 152 58 66 77 93 Z } m 792 1_60_, -60_ 60_(_ _ 60 192__50_ 60 __60 60__,60,_ 192 50 56 60 60 60 f a¢ o 198 60 60 60 60 60 198 48 58 60 60 60 198 4B 55 60 60 60 a M Z D 204 60 60 �60 60 204 47 56 60 60 60 204 47 53 60 60 60 Q m `o D 210 60 60 60 210 46 55 60 60 60 210 46 51 59 60 60 o 2126 _1 60 60 60 60 216 44 52 60 60 60 216 44 50 57 60 60 N 222 1 60 1 60 60 60 222 43 52 60 60 60 222 43 49 56 60 60 = 228 59 1 60 60 60 60 228 42 51 60 160 60 228 42 47 54 60 60 234 57 60 60 60 60 234 41 49 _ 60 60 60 234 41 46 53 60 60 Q' u 240' 56 _60 60 60 60 240 40 48 60 60 60 240 40 45 51 160 60 0 0 246 54 -CO- 60 60 60 246 139 47 59 60 60 246 39 44 50 59 60 N C 252 53 60 60 60 60 252 36 46 57 1 60 60 252 38 43 49 57 60 C 258 52 58 1 60 1 60 60 1 258 37 1 45 56 60 0 258 37 42 48 56 60264 51 57 60 60 60 264 36 44 55 60 1=6 0 264 36 41 47 55 60 w o s a W 270 49 56 60 60 60 270 36 43 53 60 60 270 36 40 46 53 60 < e <5 o w -_-------_-__ __276 48 54 60 60 60 276 35 42 52 1 60 1 60 276 35 39 L45 52 60 o o o 282 47 53 60 60 60 282 34 41 51 1 60 60 282 34 138 44 51 60 3 o c 288 46 52 60 60 60 288 33 40 50 60 60 288 33 38 43 50 60 z m 294 45 51 58 60 60 294 1 33 1 39 49 1 60 60 294 33 37 1 42 49 59 d B 300 45 50 57 60 60 300 1 32 38 48 1 60 60 300 32 36 41 48 58 = ZSgz o B 306 44 49 56 60 60 306 31 38 47 1 60 60 306 31 35 40 47 56 U o.0 o 312 1 43 48 55 60 60 1 312 31 37 46 1 60 60 312 1 31 35 40 46 1 55 12 -z 318 1 42 47 54 60 60 318 30 36 45 60 60 318 30 34 39 45 54 0 0 5 324 1 41 46 53 60 60 324 30 36 44 59 60 324 30 33 38 44 53 Z W 330 40 46 52 60 60 330 29 35 44 58 60 330 29 33 37 44 52 o =a 336 40 45 51 160 60 336 29 34 43 1 57 60 336 29 32 37 43 51 0 "' 342 39 1 44 50 59 60 342 28 34 42 56 160 342 28 32 36 42 51 A 348 38 1 43 1 49 1 58 1 6JOO 348 - 33 41 55 60 348 - 31 35 41 50 A 354 38 42 49 57 354 33 41 54 60 354 31 35 41 49 360 32 40 53 1 60 360 30 34 40 48 12 1 1 10 9 8 / 6 5 4 3 2 1 12 11 10 9 8 / 6 5 4 3 2 1 JEFFREY C.F H10.64,��+ CONCRETE TABLES NPE ''� ��;". H ! STR9%16RACKET ULLTRACO/NWO CRETEF STRAP LEX orI/4ACKET /'TAPOCON 1 l y�'G�5097q •1`-` = SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS MIN 3515 PSI SPANS PSI 3350 MIN ood .� H youe .cc.sE� ) ) OF UP TO UP TO IlN ANCHOR SPACING INCHES (1n) ANCHOR SPACING INCHES ( 24 22 20 I 18 12 24 22 1 20 18 12 � •• ' 48 1301 130 1 130 1 130 130 48 130 1130 130 130 130 'J LN,v`` G 54 130 130 130 130 130 54 130 1130 130 130 130 "y' "`G 60 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 1 130 _66 _130_ 130 j 130 130 130 1 W�. _72 ._130 130 130..,130 1..130 72 130 130 130 130 130 �I i- 78 130 130 130 130 1 130 I 78 1 123 130 130 130 130 R:tl` u i 84 130 130 130 130 1 130 84 114 125 1130 130 1 130 g W _ 90 130 130 130 130 1 130 90 107 116 128 130 130 y 96 1 125 130 190 130 130 96 100 109 120 130 130 01. F 102 -Ti-8 128 130 130 130 102 44 103 113 125 130 r^ t- F 108 1111 1 121 1 130 130 130 _108 _89 97_ 107 119 130 VI 114105 1 115 1 126 130 130 114 84 92 101 1 112 130 120 100 1 1091 120 130. 130 120 80 -87 96 1 107 130 O 126 95 1 104_ 1 4 7 1 127 130 1 126 76 83 91 1 102 130 Z 132 91 r 99^ 109 121 130 132 73 79 87 97 130 138 87 95 104 116 130 138_ 70 76 83 1 93 130 uj 144 83 91 100 111 130 1A4 _67 _ 73. __80__89 13D W E 150 80 87 96 107 130 150 64 70 77 85 128 156_ 77 84 92 103 130 156 62 67 74 1 82 123 F- 1u E m _ 162 74 81 89 99 1130 162 59 65 71 79 119 � o< _!—_.___._..... -- — --- o 168 71 78 86 95 130 168 57 62 69 76 114 ^ o 180 174 1 69 1 75 83 92 130 1 174 _ 55 60 bb 74 110 1 67 ! 73 80 89 1 130 1 1B0 _53 58 64 71 107 _186 1 65 1 70 77 86 1 129 1 186 52 56 62 69 I 103 p m'¢ o 192 60 1 60 1 60 60 1 60 1 192 50 1 55 1 60 60 1 60 IY N O N a Z D 198 60 1 60 1 60 160 1 60 1 198 48 1 53 1 58 60 1 60 Q m z D 204 59 60 ! 60 1 60 60 204 47 1 51 56 60 60 2 ° 5 210 57 60 60 1 60 60 210 46 1 50 55 60 60 <n as 216 56 60 160 160 60 216 44 48 153 59 60 u 222 54 59 1 60 1 60 60 222 43 1 47 52 58 60 u 228 53 57 60 60 60 228 42 46 51 5660 234 51 56 60 1 60 60 234 41 1 45 49 55 60 o 240 50 55 60 60 60 240 40 1 44 48 53 60 0 C 246 _ 149 53 59 1 60 _60 246 39 43 47 52 60 C 1 252 48 52 57 60 _60 252 38 1 42 146 51 1 60 Lu 2' 258 47 51 56 60 60 258 37 1 41 1 45 50 60 'z h 264 1 45 50 55 60 60 264 __36 1 40 1 44 48 60 p = s„i 1 270 1 44 48 53 159 60 270 36 39 1 43 47 60 5'.o — -1 276 1 43 47 52 58 60 276 35 38 I 42 46 60 z c o Y 282 43 46 51 57 60 282 34 37 41 45 60 _- 288 42 1 45 50 56 60 288 33 36 40 44 60 C _ B 294 41 45 49 54 _ 60 294 33 1 36 39 44 60 U 3 i m B 32 35 38 = o 300 40 300 43 60 44 148 53 60 s 31 34 � 38 � 306 39 3D6 42 60 43 47 52 60 _ _ ` 312 38 42 46 51 60 312 31 34 137 41 60 Z w o W � o�tl vi A 18 A 12 11 10 9 8 % 6 S 4 3 2 1 12 II IU Y 8 / 6 5 4 3 2 1 1EFFREY C FR r,�P.E. CONCRETE FILLED BLOCK/CMU TABLE 'REINFORCED WBkI MIN hS BAR RI CONCRETE FILLED CELL H (---- ----j%2'`Drop fn-� 3/8'Drop In 3 8"LDT ANCHOR POURED REINFORCED' 6.6p9 POURED REINFORCED' SCREEN SCREEN POURED REINFORCED" `roc yr«oec 11G v.ksk"k SCREEN IMIN 3000 PSI) I SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) Y= SPANS UP TO ANCHOR SPACING INCHES UP TO __ Sr, - UP TO ANCHOR SPACING INCHES 18 16 14 12 10 (in) ANCHOR SPACING INCHES =o� OF _ 24 __20-_1..,16_-___12 I_10_ 48 130 1301130 1301130 18 16 14 12 10 48 130 130 1 130 130( 130 54 130 130 1 130 330 1-3-CF 48 130 1 130 130 1 130 130 •, Nq� N�,��, G 54 130 i 130 130 130 130 60 130 130 1 130 130 130 54 130 130 130 130 130 ik„'�GPG 60 130 130 i 130 1 130 130 66 130 130 130 130 1 130 60 .130 130 130 130 130 66 130 130 130 1130 130 72 130 130 1 130 130 130 66 130 130 130 130 130 IS E j 72 130 1301 1301 130 130 78 130 130 130 130 130 72 120 130 130 130 130 �y►ry ij'=" 1 78 1 130 1301 1301 130 130 84 123 130 130 1301 130 78 111 125 130 130 130 ---- 90 _- 84 _1 130_ 130 30 130_ 115 129 130 130 1 130 84 103 116 130 _130 130 �__ 90__j 130 130 130 130 130 96 108 121 130 130 130 90 96 108 123 130 130 m=q 96 1130 130 130 130 130 102 101 114 130 130 1 130 1 96 90 101 116 130 130 j F 102 1129 130 130 130 130 108 96 108 123 130 1130 1 102 85 95 109 127 130 ►/� �„ F 108 122 130 130 1 130 1 130 108 80 90 103 120 130 V� 114 116 130 130 130I 130 1 0 91 97 111 1291 130 120 110 130 130 130 130 126 86 97 Ill 129 1 330 120 76 85 97 114 130 30 126 105 126 130 130 130 126 82 92 105 123 130 126 72 81 93 103 123 U 132 78 88 101 117 1 130 126 69 77 88 103 123 Z > 132 100 _120___130 130 130. 132 65 74 84 98 118 138 75 84 96 112i 130 138 96 115 1 130 130 130 144 72 81 92 108 129 138 63 70 80 94 113 Uj 144 92 1 110 1 130 130 130 77 88 103 i 124 144 60 68 77 90- 108 Illg 150 69 E 150 ! 88 106 I 1I130 130 130 156 66 74 85 99 119 150 58 65 74 66 104 & = E 1585 102137 130 1301 162 64 72 82 96 115 156 55 62 71 83 100 1-' w j 162 1 81 98 1 122 1 130 130 168 61 69 79 92 11 I 162 53 60 69 80 96. 0 ,� S 168 1 79 94 1 1181 130 1301 768 51 58 66 77 93 o LL 174 59 67 76 89 ! 107 . _180__76 91 110 1130 130_i 65-186 1 55 6'2 7� 1837100 180 48 54 62 72 86 W a -F 180T 73 88 110) 130 130 — 186 71 85 106 130 130 192 1 54 60 60 60 60 186 46 52 1 60 70 84 F- o n m o 192 60 60 60 60 60 198 52 59 60 60 60 192 45 51 58 60 60 < IN 0 N a z D 196 60 60 60 60 60 204 51 57 60 60 60 198 44 49 1 56 60 60 Q m D 204 60 60 60 60 60 210 1 49 55 60 1 60 1 60 204 42 48 54 60 _60 ° 3 210 60 1 60 60 60 60 216 1 48 54 60 60 1 60 _210 41 46 53 60 60 N 216 60 60 _60 60 ( 60 _222 1 46 52 60 ��600 1 60 216 40 45 1 51 60 60 �24 59 1 60 60 60 60 228 45 51 58 1 60 160 222 39 44 i 50 58 60 v 58 60 60 60 1 60 234 44 50 57 1 60 1 60 228 1 38 43 1 49 57 60 56 1 60 60 60 60 240 43 48 55 60 60 234 37 42 1 47 55 60 0 0 55 60 60 60 1 60 246 42 47 54 1 60 1 60 240 36 41 46 54 60 1n C 246 54 60 60 60 ! 60 252 41 46 53 60 1 60 246 135 40 45 53 601 C 252 1 52 60 1 60 60 1 60 258 40 45 51 1 60 1 60 252 1 34 39 1 44 51 60 Lu 258 51 60 l 60 601 60 264 39 44 50 59 160 258 33 38 43 50 60 o h 264 1 50 60 6. 0_�_60 _ 270 38 43 49 157 60 264 33 37 42 49 59 270 49 59 60 60 160 276 37 42 48 56 60 270 32 36 41 48 58 u o 276"-I 48 57 1 60 60 1 60 282 37 41 47 155 60 276 31 35 40 47 56 282 47 56 6LI 60 60 282 31 34 39 46 55 - 288 36 40 46 54 1 60 288 46 55 60 1 60 1 60 294 1 35 39 45 53 1 60 288 30 34 39 45 54 W g 8 294 45 54 160 1 60 60 300 34 39 44 52 1 60 294 29 33 38 44 53 U a W F 8 300 44 53 60 1 60 60 306 34 38 43 51 1 60 1 300 29 32 37 43 52 o C o 306 _43 1 52 60 1 60 60 312 33 37 43 50 60 306 28 32 36 42 51FE a 5 _312_ 42 5�1 60 _ 60 60 _318 32 37 42 49 58 312 - 31 136 42 50 z o W 318 42 150 60 60 60 324 32 36 41 148 57 318 31 35 41 49 " 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 39 147 59 60 342 30 34 39 45 1 54 336 - 29 33 39 46 A 342 39 46 58 d0 60 348 30 33 38 44 53 342 28 1 32 38 45 A 348 138 46 57 60 60 354 29 1 33 37 1 44 1 52 348 32 37 45 1 354 137 45 56 60 60 360 29_ 32 37 43 52 354 31 37 44 ( 360 37 44 55 60 60 360 31 36 43 12 11 IU 9 tl / 6 5 4 3 2 1 I 12 II IU 9 8 7 6 5 4 3 2 1 JEFFREYY C.FR, 11RIE111j,s, 'REINfORCED W IIN MIN a5 BAR w CONCRETE FILLED CELL -- CONCRETE FILLED BLOCK/CMU TABLE � H I 5116- STRAP-BS116 U TKETWjNGs70 � lyo,l 997� •• * ' y 60 SCREEN POURED REINFORCED* '~' / SPANS (MIN 3515 PSI( SCREEN POURED REINFORCED' UP TO SPANS (MIN 3000 PSI) u— o:bt.oc sus ANCHOR SPACING(INCHES) UP TO Y (in) t 18 16 14 12 10 (in) ANCHOR SPACING INCHES 48 _130 130 E1330 130 130 24 22 20 18 12 54 130 130 130 130 48 130 130 130 130 1 130 �''r1, s 1111,ss1 G 60 130 130 130 130 54 130 130 130 130 1 130 a, G r 66 1 130 130 130 60 130 130 130 130 1 13072 1130 130 1 130 130 66_ 130 130 130 130 1 130 6. I 72 130 130 130 130 130 =' 78 120 130 130 130 130 „ - (—' -- 78 123 130 130 1130 1130 e` 80 1 111 130 130 1 130 130 84 114 125 130 130 1 130 a a 90 104 I30 1130 130 130 90 107 116 128 130 I30 `=R, 9b 98 f 125 1 130 1 130 V 130 102 92 _1 18 130 130 1 130 96 100 109 120 130 130 ,A F 108 87 _I 111 1I 120 130 1 130 102 94 103 113 1 125 130 VJ �' g F 114 82 1 106 1130 1 130 130 108 89 97 107 1 119 130 tl+ 120 78 100 130 130 130 114 84 92 101 1121 130 126 74 96 130 130 130 120 80 87 96 107 130 U b 132 71 91 128 130 130 126 76 83 91 102 1 130 Z 138 68 87 122 130 130 132 73 79 87 97 130 144 65 84 117 _130_ 130 138 70 76 83 93 1130 ( v) 150 62 80 112 130 130 144 67 73 80 89 1 130 W E 150 64 70 77 85 1 128 w 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 i 125 130 162 65 71 79 '119 G g N LL 174 54 69 97 121 130 168 57 62 69 76 1114 o _ 180 52 67 1 94 117 130 174 55 60 66 174 1110 Z 3 ' i 180 53 58 64 71 1 107 : a 192 50 1 65 1 91 1 10 130 186 52 56 62 69 1 103 o a m o 192 49 60 160 60 60 n z 198 47 60 1 60 60 60 192 50 55 60 67 100 Q N o D D — 198 48 53 SB 65 1 97_ ? _204 __46.__59__ 60_.._60 60 - - 3 210 45 57 1 60 60 60 204 47 51 56 63 1 9494 216 43 56 1 60 60 1 60 210 46 50 55 61 1 91 = 222 42 54-1 60 60 1 60 216 44 48 53 59 89 228 41 53 60 60 160 222 43 47 52 58 1 86 O 234 40 51 60 60 i 60 228 42 46 51 56 84 240 39 50 60 60 1 60 234 41 45 49 55 1 82 1-- C 246 1 38 49 _60 60 1 60 240 1 40 44 48 53 1 80 V) i 252 1 37 48 60 60 1 60 246 1 39 43 47 52 1 78 o C 1_258 1 36 47 60 60 ( 60 252 38 42 46 51 1 76 Lu 26`—4 1 35 46 60 660 7 60- 258 37 41 45 50 1 74 W 264 36 40 44 48 173 ¢ Q ~o W 270 35 45 60 60 I 60 276 134 44 60 60 60 270 36 39 43 47 1 71 3 z 282 133 43 60 60 160 276 35 38 42 46 170 --_---"- 288 33 42 59 60 I 60 282 34 37 41 45 68 294 32 41 57 60 160 28B 33 36 40 44 167 8 294 33 36 39 44 165 U 300 31 40 56 60 60 i B 306 31 1 39 55 60 60 300 32 35 38 43 64 312 30 1 39 54 60 60 306 31 34 38 42 63 '3 318 29 1 3B 53 60 60 312 1 31 1 34 1 37 1 41 I 62 o o 324 29 1 37 52 160 60 a N= N 330 28 1 36 151 160 60 336 1 36 1 50 1 60 60 A (_342 _ 35 j 49 1 60 60 �O A 34<B 35_ 48 1.6� 60_ 354 I 34 8 59 60 F 360 33 1 47 1 59 60 12 1I IU Y 8 6 5 4 3 2 1 12 II IU 9 a % 6 5 4 3 1 JEFFREY C.F Nri P1El"", GROUT FILLED BLOCK/CMU TABLES R ' �.7 F'rQyr IEgHgHF.,: o H 2Drop In I Drop In 1/4'Drop In 41, 6d974 `� SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SPANS SPANS SPANS ?na„rtHn--,•v ° -' UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES = -Si�SF (In) _ 24 1 20_I 16_ 12 1_-10 (In) 18 16 14 12 1 10 (Ind 12 10 8 6 4 s�QRI 48__ 130 r130 130 130 j 130 48 130 130 130 130 ! 130 I 48 130 130 130 130 130 54 130 1130 130 130 130 __54 130 I30 130 130 1130 54 127 130 130 130 130 ""TUNA L ENS 1 Ri nlna 60 130 130 130 130 1130 60 130 130 130 130 1 130 60 114 130 130 130 130 L G C' 66 130 130 130 130 1130 66 130 130 130 130 1130 66 104 124 130 130 130 u 3 72 130 130 130 130 1 130 72 121 130 130 130 1 130 72 95 114 1 130 130 130 78 1 130 130 130 130 130 78 112 126 130 130 1 130 78 88' 105 1130 130 130 84 1 130 130 130 130 130 84 104 117 130 130 1 130 1 84 81 98 122 130 130 k'L Ell Q 90 130 130 130 130 130 90 97 109 125 130 130 90 76 91 114 130 130 L 9 125 130 130 1130 130 __96 91_ 102 117_ 130_f 130 96 71 86 107 130 130 1 102 118 130 130 i 130 130 _702_ 85 94 110 128 1130 102 67 80 101 130 1130 = F 108 111 130 1130 i 130 130 108 81 91 104 121 1 130 1 --1-08 63 76 95 127 130 r�{ w F 114 105 1 1261 1301 130 130 114 76 86 98 115 130 1 114 60 72 90 1201130 1N 120 100 1 120 1 130 1 130 130 120 73 82 93 109 T 136 1 120 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 91 109 130 ' 130 130 132 66 74 85 99 119 132 52 62 78 104 1 130 Z 138 87 104 1130 130 130 138 63 71 81 95 1114 138 50 59 74 144 83 100 125 1 130 130 144 61 68_ 78_ 91_- 109 144 48 57 71 95 150 80 96 120 130 130 150 58 65 75 87 105 150 46 55 68 91 130 LLI E 156 i 77 92 115 130 f 130 156 56 63 72 84 ML 156 44 53 66 88 130 - E 162 74 89 111 1 130 1 130 162 54 61 69 81 97 162 42 51 63 84 1 127 � w 168 71 86 107 130 -130 168 152 58 67 78 193 168 41 49 61 81 1 122 LL o 174__1_69 _83__103 i 130 130 174 50 56 64 75 190 174 39 47 59 79 1 18 N o cd 180 67 80 1001 1301 130 180 48 55 62 73 87 180 38 46' 57 76 1 114 w 5! 186 65 77 97 1 129 1 130 186_ 47__53 60___7_0_ _84 186 _ 37 44 55 74 110 z w 2 x 192 60 60 t 60 60 60 192 45 51 58 60 60 192 36 43 53 60 t 60 ;m o _198 _61 60 i 60 60 60 198 1 44 50 57 60 60 198 35 41 52 60 60 -°° p N ¢ z p 204 59 50 60 60 60 204 1 43 48 55 60 60 1 204 34 40 50 60 60 1 Q m 210 57 60 160 60 60 210 42 47 53 60 60 210 33 39 49 60 60 � 3 D 216 56 60 160 1 60 ( 6060 216 40 45 52 60 60 1 216 32 1 38 48 60 1 60 N w 222 54 1 60 1 60 1 60 60 ! 222 1 39 44 51 59 1 60 1 222 31 1 37 46 60 1 60 u 228 53 60 160 ! 60 60 I. 228 38 43 49 57 1 60 228 30 1 36 45 60 J 60 u 234 51 60 60 1 60 60 234 37 42 48 S6 60 234 29 35 44 58 60 a 240 50 1 60 1 60 1 60 60 I 240 36 1 41 47 55 60 240 1 29 34 43 1 57 60 0o 246 1 49 1 59 1 60 1 60 60 246 35 40 46 53 1 60 246 28 33 42 56 60 l- In C 252 48 57 60 1 60 60 252 35 39 44 52 1 60 252 33 41 1 54 60 1 C 258 47 56 60 1 60 60 258 34 38 43 51 . 60 258 1 32 40 1 53 60 0. :.! 264 1 45 55 60 60 60 264 33 37 42 50 59 264 31 39 52 60 - 'i " 270 144 53E60 60 60 270 32 36 42 48 1 58 270 I - 30 38 51 60 p - `�5 mo 2 ---276 1 43 52 60- 60 276 _ 32 36 41 47 1 57 ___276 - _30 1` 37 50 _60 _ i o 0 282 43 51 60 60 282 31 35 40 46 i 56 282 - 29 136 49 60 3 0< 288 142 50 60 60 288 30 34 39 45 1 55 288 29 36 48- 60 =' m 294 41 49 60 60 294 30 33 3B 44 1 53 294 - 28 35 47 60 'd 8 300 40 48 60 60 60 300 29 33 37 44 1 52 300 - 34 46 60 V B 306 39 47 59 60 60 306 28 32 37 43 1 51 306 - - 34 45 60 " 312 38 46 58 60 60 312 31 36 42 150 312 33 44 60 =3 z 318 38 45 57 60 60 318 31 35 41 49 318 - 32 43 60 g 5 324 37 1 44 56 160 60 324 30 35 40 48 324 - - 32 42 60 Z p 330 36 1 44 1 55 60 60 330 30 34 40 48 330 - 31 41 60 0 ,j G W 336 36 1 43 1 54 1 60 ! 60 336 29 33 39 1 47 336 31 41 60 342 35 1 42 1 53 60 160_, 342 29 33 38 1 46 342 30 40 60 A 348 34 41 52 60 160� 348 20 32 38 ! 45 348 - 29 39 59 A 354 34 41 51 160 160 354 32 37 44 354 29 39 58 360_f_ 33 ._40__i_..50_ 60 ! 360 31 36 44 360 29 38 57 12 II 10 v a 6 5 4 3 2 1 I I 12 11 10 9 8 7 6 5 4 6 2 1 FFREY C.F LV 0Alt!N.ni OP } 4C GROUT FILLED BLOCK/CMU TABLES 3/8"THREADED ROD 8, 114"PANELMATE INSERTS 1/4"PANELMATE FEMALE 1 4"PANELMATE MALE H EPDXY 9 c - SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREENI SPANS SPANS SPANS GROUT FILLED CELLS UPTO, UP UP TO - SPANS ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHORS INCHES A£OF UP TO (inJ (inJ (in) _ m ANCHOR SPACING INCHES 12 1 10 1 8 6 1 4 12 1 10 _ 8 6 4 12 10 8 6 4 ( J 18 48 I I30 130! 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 '' jI0.• 48 130 130 130 130-1 130 54 1130! 130 130 130 1130 54 117 1130 130 130 130 54 117 130 130 130 130 (`E� a` 54 130 130 130 1 130 130 60 1 130 130 i 130 1,90 130 60 105 1126 130 130 130 60 109 130 130 130 130 s0iissss"" ` G _bb_ 130 130 1130 130 130 66 96 115 130 130 130 66 99 119 130 130 130 G 60 130 130 1130 1130 130 - - _66 130 130 130 130 130_ 72 130 1130 130 130 130 72 88 105 130 130 130 72 91 109 130 130 130 72 1 130 13D! 130 130 130 78 128 1 130 130 130 130 78 81 97 121 130 130 78 84 101 126 130 130 78 1121 130 1130 130 130 84 f 119 1130 130 130 130 84 75 90 113 130 1130 84 78 94 1 117 130 130 g 84 112 126 130 130 130 90 1 111 1 130 130 1 130 130 90 70 84 105 130 130 1 90 73 87 1 109 1 130 130 ; 90 105 118 130 130 130 96 104 125 130 130 130 96 66 79 99 130 130 96 68 82 102 130 130 o 96 98 1 111 126 130 130 102 1 98 118 130 130 l30 102 62 74 93 124 130 102 64 77 96 1 8 130 L , F 102 93 1 104 119 130 130 108 93 111 130 1130 130 108 58 70 88 117 130 108 61 73 91 121 130 dls F 108 87 98 112 130 130 114 1 88 1 10S 130 1 130 130 114 1 55 66 83 111 130 114 57 69 86 115 130 114 83 193 1_106___124. 130 12D 83 100 125 130 130 120 53 63 79 105 130 120 55 66 82 109 130 120 79 89 101 118! 130 126 ! 79 ` 95 119 130 130 126 50 60 75 100{ 130 126 52 62 78 104 130 126 75 84F 96 112 1 130 132 76 91 114 130 130 132 48 57 72 96 1130 132 50 60 74 99 130 U = 132 13B 73 1 87 rl-(O-)9-1 130 130 138 ! 46 55 1 69 91 1 130 138 47 57 71 95 130 Z _ 138 68 77 188 1103 i 130 1 144 70 83 104 130 1130 144 44 53 66 88 130• 144 46 55 68 91 130 144 66 74 84 98 ! 1301 150 b7 80 1 100 130 1130 _150 I 42 _50 63 84_ 126 150 44 52 66 87 130 w - E 150 63 71 181 194 1130 __156__ 64 77 96 _128 130 156 140 49 61 81 121 156 42 50 63 84 126 = E 156 1 61 68 78 91 ' 130 162 62 74 93 124 —libl 162 1 39 47 58 781 117 162 40 49 61 81 121 F 162 58 66 75 87 l 130 168 60 71 89 119 1 130 168 138 45 56 75 113 168 39 47 59 78 117 a1 u 168 56 63 72 84 126 174 58 69 86 115 1 130 1 174 1 36 44 54 73 109 174 38 45 156 75 1.13 cl y J o N 174 54 61 70 81 122 l 180 56 67 83 111 130 180 1 35 42 53 70 105 180 36 44 55 73 109 w m _ 180 52 59 67 79 11 186 54 65 81 108 130 186 134 41 51 66 102 186 35 d2 53 70 106 Z a ?_ 186 Sl 57 65 76 114 _192 52 60 60 60 60 192 33 39 49 60_ 60 192 34 41 51 60 60 a m zo 192_ 49 55 63 60 60 __198 51_ 60 •_60 „_60__60 198 32 38 40 60 60 198 53 40 50 60 60 9 0 N Q Z D 198 48 54 60 60 ^60 204 49 59 60 60 60 204 31 37 46 60 60 204 32 39 48 60 60 Q o LL - o 204 146 52 59 60 ! 60 210 48 57 60 60 60 210 1 30 36 45 60 60 210 31 37 47 60 60 3 D --it0 145 51 SS 1 60 i 60 1 216 146 56 60 160 60 1 216 129 35 44 58 60 F—216 30 36 46 60 60 m 216 1 44 49 56 60 160 i 222 45 54 60 60 60 222 28 34 43 57 60 222 30 35 44 59 60 u 222 43 48 55 160 ! 60 228 44 53 60 60 60 228 33 42 55 60 228 .29 34 43 57 60 < 228 Al 47 153 1 60 .60 234 43 51 60 ' 60 60 234 32 40 54 60 234 28 34 42 56 60 2 234 40 45 52 60 ? 60 240 142 50 60 { 60 60 240 32 39 53 60 240 33 41 55 60 0 0 240 39 1 44 1 51 54 60 246 41 49 60 160 60 246 31 38 51 60 246 32 40 53 60 252 40 48 60 1 60 60 252 I - 30 38 50 60 252 31 39 52 60 C 246 38 43 49 58 160 258 39 47 58 60 60 258 29 37 49 60 258 30 38 51 160 C 252 37 42 48 56 160 264 38 45 57 60 60 264 I - 29 36 48 60 264 30 37 50 60 258 37 41 47 55 60 r 2-- 36 40 46 54 60 270 37 44 56 60 60 270 I 35 47 1 60 270 29 36 49 60 ¢ a o W 1 270 35 39 45 1 52 60 1 276 36 44 54 160 60 276 I - 34 46 60 276 28 36 47 60 o u C o 0 ! 276 34 36 4A 51 60 282 35 43 53 60 60 I 282 34 45 60 282 35 46 60 ---- __ i--282 33 38 143 1 50 60 288 1 35 1 42 52 1 60 60 288 I - 33 44 1 60 280 - 34 46 60 2 Q m 288 33 37 _ 42 149 60 294 34 41 51 60 60 294 32 43 60 294 33 45 60 0 3 W 8 1 294 1 32 36 41 1 48 60 3D0 33 140 50 60 60 322 V - 32 42 160 300 33 44 60 x S a W 300 1 31 35 40 1 47 60 306 33 39 49 60 60 306 131 41 60 306 32 43 60 U o G 8 e 306 31 35 40 46 60 312 32 38 48 60 60 312 30 40 1 60 312 32 42 60 z 318 31 38 47 60 60 318 30 40 60 318 - 31 41 60 3$ 312 30 1 34 { 39 45 60 Z o W 318 30 1 33 38 1 '45 60 324 31 37 1 46 60 60 32d 29 39 58 32d 30 40 60 i 324 29 f 33 37 i 44 60 330 30 1 36 45 60 60 330 1 29 38 57 330 - 30 40 60 324 29 32 37 43 60 336 30 36 45 60 60 336 I 28 38 56 336 29 39 59 O 336 28 132 36 42 60 342 29 35 44 59 60 1 342 1 - - 37 55 342 - 29 38 57 A 342 31 35 41 60 34B 29 35 43 58 60 348 - - 36 54 348 - 28 38 56 354 28 34 42 57 60 354 - 36 53 354 28 37 56 22 A 348 3I 35 41 60 360 33 42 56 60 360 I - 35 53 360 - 36 55 354 30 34 40 60 360 I 1 30 34 39 59 12 1I 10 9 8 7 6 S 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C. GROUT FILLED BLOCK/CMU TABLES 1 5/16"ULTRACON 1/4"TAPCON STRAP BRACKET W/TWO TRAPS j. H ( _ 5 16'ULTRACON I 1/4"CRETE-FLEX orl/4" SCREEN GROUT FILLED BLOCK SCREEN GROUT FILLED CELLS P _ 609) 9= SPANS I SPANS SCREEN GROUT FILLED CELLS / !"+ UP N UP TO SPANS SCREEN ANCHOR SPACING INCHES m ANCHOR SPACING INCHES UP TO SPANS GROUT FILLED CELLS -- �� 18 ! 16 14 12 10 1 12 10 8 I 6 4 ANCHOR SPACING INCHES �u uo 48 130 130 130 130 130 48 115 130 130 130 130 _ (�oj 16 14__ 12 _ 10 I_ 8_I Ulf) ANCHOR SPACING(INCHES) 16 14 12 10 8 48 130 130 130 130 130. 48 130 130 130 130 130 n 54 129 1130 1130 130 130 54 102 123 130 130 130 60 116 1 130 ! 130 130 130 60 92 110 130 130 130 54 130 130 130 130 130 „,d„u«` G 54 130 130 130 130 130 �^ G f 66 j 105 1127 1130 130 130 66 84 100 125 _130 130 60 130 130 130 130 130 I 72 97 116�' 130_ I30_ 130_ 72 77 92 115 130 130 66 130 f 130 1130 130 130 d0 120 130 130 1130 130 78 1 89 107 1130 130 1 130 78 71 __85_ 106 130 130 72 130 130. 130 130 130 66 109 114 130 130 130 I Wg 84 183 1 99 1 124 130 1130 84 166 79 99 130 130 78 123 130 130 130 130 72 100 114 130 130 130 _'S 90 77 i 93 1 116 130 130 90 bl 1 74 92 123 130 84 114 129 130 130 130 78 92 105 123 130 130 4 96 73 87 109 130 1130 96 158 169 66 115 130 1 90 107 120 130 130 130 84 86 98 1114 130 130 i ue 102 68 82 102 130 130 102 154 65 81 108 130 96 100 1113 1 129 130 130 90 80 91 107 1 128 1 130 L W ; 108 64 77 97 1 129 130 108 51 61 77 102 130 102 94 1106 121 130 130 96 75 86 100 120 130 u1 F 102 71 81 94 113 130 114 61 73_i 92 i 116 130 114 48 158 73 97 130 108 89 100 114 130 130 = F �"--`-' - i 114 84 195 108 136 130 108 67 76 89 107 130 120 58 70 87 116 130 120 46 55 69 92 130 114 63 72 84 101 126 126 55 66 83 110 130 126 44 53 66 88 130 120 80 190 103 120 130 ,a 132 53 •63 79 105 127 132 42 50 63 84 125 126 76 186 98 114 130 120 60 69 80 96 120 ! U 132 73 82 94 109 130 126 57 65 76 91 114 z > 138 150 61 76 101 1121 138 40 48 60 80 120 - x 144 48 158 73 97 1 116 1 44 38 46 58 177 115 138 70 78 89 104 130 132 55 62 73 87 109 150 46 56 70 93 1 111 150 37 44 55 1 74 1 110 144 T67 1 75 86 100 130 138 52 60 70 83 104 W E L156 _45 54 67 89 1 107 156 35 42 53 71 106 150 64 72 82 96 130 144 50 57 67 80 100 162 43 52 64 86 1 103 1 162 _ 34 41_ 51 _68 __102 156 62 1 69 79 92 130 150 48 55 64 77 96 F- E 168 41 50 62 1 83 1 99 I 168 33 39 49 66 99 162 59 67 76 89 130 156 46 53 62 74 92 1j s� 174 40 48 60 180 96 174 32 38 48 63 95 168 57 ! 64 73 86 129 162 44 51 59 71 89 Z) N LL oo LL 180 39 46 58 177 93 180 31 37 1 46 61 92 174 55 1 62 71 83 124 168 43 49 57 69 86 Q p o 186 1 37 45 1 56 1 75 90 1 186 30 36 1 45 59 89 180 53!6060 69 1 80 )20 174 1 41 47 55 1 66 83 z 192 1 36 44 54 60 60 192 29 35 1 43 58 86 186 52--. 58 66 177 116 180 1 40 46 53 1 64 80 J 2 c z _ 192 50 1 56 - 60 60 186 39 44 52 62 77 Z 198 35 142 53 60 60 198 28 33 42 56 60 192 38 43 50 60 60 a 0 ry < D 204 34 14-1 51 60 60 204 _32 41 54 60 198 48 1 55 60 1 60 60 210 33 40 50 60 60 210 32 39 53 60 204 47 1 53 60 1 60 60 198_ 35 42 46 _58_ 60 Q -�� LL ? D 204 35 40 47 56 60 3 216 32 39 48 60 ! 60 216 31 38 51 60 210 46 51 59 60 60 ffi 222 31 38 47 60 1 60 222 30 37 50 60 216 44 1 50 57 1 60 60 210 34 39 46 55 60 x� i 228 31 37 46 60 1 60 228 29 36 48 60 222 43 49 56 1 60 60 216 133 38 44 53 60 < 234 30 36 45 59 1 60 234 28 35 47 60 228 42 1 47 54 1 60 60 222 32 37 43 52 60 i w u 240 29 _35._ 44_ __58 _ 60 240 35 46 60 234 41 46 53 60 60 228 32 36 42 51 60 0 1 246 28 34 42 57 60 _246 _ - 34 45 60 240 40 145 51 60 60 234 31 35 41 49 60 I H C 252 33 1 41 55 60 252 33 44 __60- 246 39 44 50 59 60 240 30 34_ 40 48 60 ` 258 1 32 1 40 1 54 60 1 258 __ 32 43 60 252 38 43 49 57 60 246 29 33 39 47 59 C 264 32 40 53 60 264 31 42 60 258 37 42 48 56 60 -258 20 32 37 45 56 ¢ r €o W 270 1 131 39 52 60 270 - - 31 141 60 _ 264 36 41 47 55 60 264 31 36 44 55 o Q !L.o G 276 I - i 30 38 50 60 276 - 30 40 60 27D 36 40 46 53 60 0 o 0 - - - - - -282 1 30 37 49 59 282 29 139 59 276 35 1 39 45 52 60 270 30 136 43 53 - Z 288 1 29 36 48 58 288 29 1 38 58 282 34 38 44 51 60 276 30 35 42 52 z 294 - _28_ 36_ 47 57 294 - 28 1 38 56 288 33 1 38 43 50 60 282 - 29 34 41 51 W B 300 35 46 56 300 _- - 137 55 294 33 37 42 49 60 288 29 33 40 50 = K s a w 306 34 45 55 306 --J— 1 36 54 300 32 136 41 1 48 60 294 - 33 39 49 U o o B I 3D6 31 135 40 1 47 6032=312 33 45 54 312 135 53 0 4 318 - - 1 33 1 44 1 53 318 1 35 52 _312 31 35 40 46 60 396 31 37 46 z W 5 324 I.32 143 52 324 34 51 - 330 31 2 1 42 ! 51 330 1 - 1 33 50 ° _ _ GHa 336 I ' 31 1 41 50 336 1 33 1 49 342 31 1 41 1 49 342 32 1 48 A 348 30 41-48 1 348 _ - 32_1 48 �� A 354 29 39 147 354 1— 31 1 47 360 29 39 1 46 360 - 1 - 31 46 12 II 10 9 tl / 6 5 4 3 2 1 12 11 ID 9 8 7 6 5 4 3 1 i JEFFREYGI'Fk '�lf��r�rr V �. HOLLOW BLOCK T �� O OCK TABLES H .,_,l/4".PANELMAT.E..IN$E[2T5 1 4"PANELMATE FEMALE I 1/4"PANELMATE MALE4.j/j 4/` c]oQ�.H-. SCREEN HOLLOW BLOCK SCREENI HOLLOW BLOCK SCREEN = SPANS SPANS I SPANS HOLLOW BLOCK oIT-j r u r UP TO UP TO UP TO '""' pF— ? din) ANCHOR SPACING INCHES �in� ANCHOR SPACING INCHES ANCHOR SPACING INCHES 12 10 1 8 1_6 4 12 10 8 6 4 ��n� 12 10 8 6 4 ° IA .• c��`,``- 48 130 130 1 130 130 130 48 125 130 130 1 130 130 48 125 130 130 130 130 54 130 130 130 130 130 54 Ill 130 130 1 130 130 � 54 111 130 130 120 130 -l rn„ „u 0,11 G 60 1301 1301 130 1301 130 60 100 120 130I 130 130 1 60 1 100 120 130 130 130 1 G 66 130 1130: 130 130 1 130 66 91 109 130 1 130 130 1 66 1 91 109 130 130 130 P N 72 ! 130 130 130 130 130 72 83 100 125 130 130 72 83 100 125 130 130 78 123 130 130 136 130 78 77 92 115 1 130 130 78 77 92 115 130 130 �y��y u 84 _L11,4___1301 130 130 130 84 71 86 1071 130 130 84 71 86 107 130 130 iB�Vi 90 1 107 120 1=130 130 _130 90 67 BO 100 1130 130 90 1 67 80 100 1 130 130 8W 96 _! 100 120! 130 130 130 96 _63 75 94 1 I25 130 96 63 75 94 _125_ 130 oz 1 102 1 94 113 1 130 130 130 102 59 71 88 118 130 102 59 71 88 118 130 F 108 89 107 130 130 130 108 56 67 83 1 111 130 108 1 56 67 83 Ill 130 iA WJ-i F 114 84 101 1 126 j 130 130 114 53 63 79 105 130 714 53 63 79 105 130 VI 120 80 96 1 120 1 130 130 120 50 60 75 100 130 120 50 60 75 100 130_ N 126 1 76 1 91 114 1 130 130 126 48 57 71 95 130 126 48 57 71 95 13D U va 132 73 87 109 1130 130!! 132 45 55 68 91 130 132 45 55 68 91 130 = 138 70 1 83 104 1 130 130 ! 138 _43_152 65 1_87 130 138 43 52 65 87 130 Z i 144 i 67 800 1001 130 130 1 144 42 7 50 63 83 125 144 42_ 50 63 83 125 vj w_ 4 150 64 77 96 128 130 I 150 40 48 60 80 120 i 150 40 48 60 80 120 W E 156 ! 62 74_i_92 123, 130 156 38 46 58 77 115 156 38 46 58 77 115 I — 162 59 71 89 119 130 1 162 37 44 56 74 111 F 1-62 37 •44 56 74 111 J E 168 _57 69 86 114 1 13D I 168 36 43 54 71 107 1 168 36 43 54 71 107 174 55 66 '_83 110 1130 I 174 34 1 41 52 69 103 1 174 34 41 52 69 103 1 = o r J 180 53 64 80 107 1130 1 _180__33 40 50 67 __I00 180 33 1 40 50 67 100 w m i _186 52 62 77 l D3 1 130 1 B6 32 30 48 65 97 186 32 39 48 65 97 192 50 60 60 60 60 ! 192 31 38 47 60 60 192 31 1 38 47 60 60 1— z 198 48 58 60 60 6— 198 30 36 45 60 60 198 30 36 45 60 60 � g p N < z D 204 47 1 56 60 60 60 1 204 29 35 44 59 1 60 1 204 29 1 35 44 59 60 Q m LL `Z D 210 f_46 55 4- 60 60 210 29 34 43 57 60 210 29 34 43 57 60 0 3 216E 44 53 60 _60 60,-� 216 28 33 42 56 60 1 216 28 33 42 56 60 to 222 143 1 52 60 60 60 1_222 32 4.1 54 60 1 222 - 32 1 41 54 60 228 1 42 51 60 60 —6-07 1 228 32 39 53 60 228 32 1 39 53 60 < 234 1 41 1 49 60 60 60 E 234 31 38 51 60 1 234 31 38 51 60 w 1 240 1 40 48 60 60 60 1 240 1 - 30 38 50 60 240 30 38 50 60 0 0 24d—�39 47 59 60 60 246 - 29 37 49 60 1 246 29 37 49 60 C 1252 38 46 57 60 60 252 29 36 48 60 252 29 36 48 60 N C 258 d 37 45 1 56 1 60 60 + 258 28 35 1 47 60 1 258 28 35 47 1 60 264 1 36 1 44_1 55 1 60 60 264 - 34 1 45 60 264 - - 34 45 60 Lu w 270 36 143 1 53 1 60 60 270 33 44 60 270 33 44 60 p o =o 276 35 1 42 , 52 1 60 60 276 33 43 60 276 - 33 43 60 282 34 1 41 ! 51 60 60 1 282 32 43 60 282 32 43 60 3 o a -- 288 33 1 40 1 50 1 60 60 288 __ 31 142_ 60 288 31 42 60 2 5i m ----- 294 33 39 49 60 60 294 31 41 60 294 31 41 60 � B 300 32 1 38 48 1 60 60 300 C28 60 300 - 30 1 40 60 306 31 1 38_ 47 60 60 3- 59 3D6 29 39 59 V o G o 312 31 37 46 60 60 312 58 312 29 38 58 3 318 30 1 36 45 60 1 60 318 57 31828 38 57324 30 136 44 59 160 324 56 324 - 37 5644 58 1 60 330 55 330 - 36 55 „336 1 29 ' 34 43 57 ! 60 336 54 336 I - I - 36 1 54342 28 i 34 42 56 60 342 53 342 1 - 1 - - 35 53 A 348 33 41 55 1 60 348 52 348 1 - - 34 52 A _ 354 - 33 41 54 60 354 354 3424 360 32 40 53 60 360 50 360 I - 33 50 12 1 1 10 9 8 / 6 S 4 3 2 1 I 12 11 10 9 B 7 6 5 4 3 2 1 JEFfREY C.FRya]tT HOLLOW "_ BLOCK TABLES _ _ i ;� :.. '....Cr H _ _ i%4':CRETEFLEX ._„_ 3/8"THREADED ROD&EPDXY 3/8"HOLLOW SET(Simpson) s o (SCREEN- 1 6� 'SPANS HOLLOW BLOCK SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK 9j1 �= UP TO SPANS (with 3-1/2"SCREEN TUBE) SPANS UP O �� +' ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES (in) 8—(-6 4 (in) ANCHOR SPACING INCHES (In) 10 8 6 4 48 120 1 130 1 130 130 130 12 10 8 d 48 63 75 94 125 188 '+"' " 48 130 130 130 130 D 54 107 l 128! 136 130 13 dG +' 60 196 115 130 130 130 54 130 130 130 130 54 56 67 83 111 150 ,Zr aura+ G 60 120 130 130 130 60 50 60 75 100 136 rl G 66 187 i 105 i 130 130 130 n dd I 109 I 130 130 130 bd 45 55 68 91 136 . 72 i 80 196 120 130 130 72 100 120 130 130 72 42 50 63 83 125 �.. , 78 74 ! 89 111 130 130 78 38 46 58 77 115 �M►1� e 78 92 1 1 I 130 130 k'y V d 84 f 69 82 103 130_ 130 84 36 43 54 71 107 90 64 77 ii 96 128 130 84 86 103 129 130 _ 96 60 172 90 1 120 1 130 _ 90 80 96 120 130 90 33 40 50 67 100 102 56 68 i 85 1113 1 130 96 75 90 113 130 96 31 38 47 63 94 108 53 64 r 80 107 1130 102 71 85 106 130 102 29 35 44 59 88 = F 108 51 bl 76 11D1 1130 ii lOB 67 8D 100 130 108 28 33 42 56 83 //� ��_ p 114 48 58 72 96 130 114 63 I 76 95 126 114 32 39 53 79 yJ 120 46 55 _72 91 130 1 120 60 ; 72 90 120 120 = 30 38 50 75 132 144 152 _65�1 87_ 130 126 1 57 I 69 86 114 126 29 36 48 71 d w 45 68 138 42 1 50 63 1 83 125 65_ _82_ 109_ 1 Z = 13B ] 52 63 78 104 138 - 33 43 65 144 140 ! 48 60ftg7Q7 120 144 I 50 60 75 I00 144 - 31 42 63 uj 150 1 38 46 58 115 144 48 58 72 96 150 30 40 60 W156 37 44 55 111 156 29 38 58 w =_ E E 156 46 55 69 92 162 36 43 53 71 107 162 44 53 67 89 162 - 28 37 56 G 168 _34_ 41 51 69 103 N 174 33 40 50 66 99 168 43 51 64 86 { 168 3b 54 180 32 38 148 64 96 174 _41 50 62 83 174 - 34 52 ^ 180 31 37 46 62 93 18D 40� 48 { 60 80 180 - - 33 50 186 39 46 1 58 60 186 - 32 48 142 30 36 45 60 60 _ 198 29 35 44 58 1 60 192 38 45 56 60 198 - 3l 47 198 36 44 1 55 60 198 - I - 30 45 N 0 a Z D 204 128 34 42 56 60 204 35 42 1 53 60 204 - 29 44 Q a0 D 210 33 41 55 60 216 ( - 32 40 153 60 __210 34 AI 1 51 60 210 _ _ 29 43 y 2,222 i 31 39 52 60 216 33 40 ( SD 60 216 I 2B 42 N W 222 32 39 49 60 222 I - 41 i 1 30 38 51 60 228 32 38 ' 47 60 228 39 _ i 234 130 37 49 60 I 234 31 37 46 60 234 - - 38 O f 24�0 (�I 29 36 4 48 160 I 240 30 36 45 60 240 38 � o 246 28 35 47 160 246 29 35 44 59 246 37 to C f--252______,_.. - 34 1 46 _60 I 252 29 34 43 57 252 36 C 258 33 ( 45 60 I 258 28 33 42 56 258 I - 35 264 33 44 60 — _ _ ¢ N a 270 32 43 60 I 264 33 41 55 2dd 34 270 I 32 40 53 270 133 0 = g 276 31 31 42 60 276 31 39 52 276 33 -- 282 I 31 38 51 282 32 >o_ 288 1 30 40 60 0 cl a 294 29 39 59 a o 288 - 30 38 50 288 31 — -- �e G z�a 244 29 37 49 29d 31 8 300 129 38 58 _ 306 28 35 47 306 29 306 I _r 28_ 38 56 312 -I 7� 37 55 312 35 46 312 - 29 ;z I 318 I - 1 36 1 54 316 1 - - 34 45 ._ 318 - - - 28 Z g o W G 3241 361 53 324 33 44 324 - 28 1 3: 336 '1 34 52 330 1 33 44 330 `f _ o 0 0 N 342 34 51 336 1 - 32 43 336 I 348 1 33.) 50 _342_ - 32 42 342 A 354 1 33 I.49 3 - 31 41 354 ^ - _ I _ _ �� A 360 354 _54 31_ 41 354 _ - - 32 48 360 30 40 360 - - 12 11 IU 9 8 / 6 5 4 3 2 1 12 II IU 9 8 7 6 5 4 3 2 1 JEFFREY C.FRI jvP! HOLLOW BLOCK TABLES 3/8"THREADED ROD&EPDXY H STRAP BRACKET W/TWO 1/4" CRETE-FLEX or 1/4"TAPCON I SCREEN HOLLOW BLOCK + .6097.t SPANS (wd UMBRELLA INSERTS) AAow bia Epo>v Ucnos d Typal: I _ (SCREEN I HOLLOW BLOCK UP TO II Pow Y30s La.•-:.wunoec,+,sGe se+s }c SPANS 1 (in) ANCHOR SPACING INCHES 311twRed eoon7 y0t, �'a _rA I UP TO ANCHOR SPACING(INCHES) 12 10 8 6 (in) -------- -- -- 48 130 130 130 130 I ~', 0.. ! I Ne EG+++ 48 1 17 1130 1 130 1130 54 130 130 130 130 130 - u Ices++ G 60 130 130 130 130 54 I 117 G 130 1130 1 130 66 130 130 130 1 130 u 60 93 105 130 130 130 � �a 130 130 W 66 85 95 72 130 130 127 130 130 78 123 130 130 130 72 78 88 1117 130 1130 84 114 130 130 130 78 72 B1 108 129 130 _90 107 128 130 130R 84 67 75 1100 120 130 96— 100 120 _130 130 W 90 62 70 7 93 112 130 102 94 113 130 130 F 96 58 66 88 105 130 108 89 107 130 130 1 ►^ W'q� F 102 155 62 82 99 124 114 84 ]OF 126 130 VJ 108 52 58 78 93 117 l 120 80 96 120 1 130 I 114 149 55 74 88 111 126 76 91 114 1 130 U 120 47 53 70 84 105 1 32 73 87 --10-97 130 I Z = x 126 44 67 80 100 138 70 83 104 130 — m 132 42 48 64 76 95 144 67 80 100 130 138 41 46 bl 73 91 150 64 77 96 128 W g E 144 39 44 58 170 88 156 62 74 92 123 — E _ISO 37 42 56 67 84 162 59 71 89 1 119 1S6 1 36 40 54 1 65 81 168 57 69 86 1 114 � o 162 1 35 39 1 52 1 62 1 78 174 55 66 83 110 8 168 33 38 50 60 I 75 180 53 64 80 107 1 174 32 1 36 1 48 1 58 I 72 1 186 52 62 77 103 Z a Tr ( 180 1 31 35 1 47 56 1 70 192 1 50 60 60 1 60 m¢ a 1 186 30 34 1 45 54 68 198 48 58 60 60 N 0 n a Z D 192 29 33 1 44 53 60 204 47 56 60 60 Q ° z D 198 28 32 1 42 51 60 210 1 46 55 60 1 60 ° 3 204 - 31 1 41 49 60 216__ 44_ __53 ___60 _ _ 60 _ N w 210 30 1 40 48 60 222 43 52 60 I 60 228 42 51 60 60 216 ( 29 39 47 58 0 u 222 28 ! 38 45 57 *271--23336 1 49 66 60 0 0 228 137 44 55 0 48 60 60 C __234 _ ___ 36 43 54 947 59 60 1n8 46 57 60 C 240 ' 35 42 53 7 45 56 6034 41 51 w6 44 55 60 252 I 33 40 50Q 43 53 60 0258 I 1 33 39 49 76 3 42 52 60 " �E o 0 264 1 32 38 48 - z z _ .270_ _--- 31 37 47 282 34 I 41 51 60 - 288 33 40 50 60 276 __ ! 30 37 46 294 33 39 49 60 d W B 282 30 3_f 6 1 45 300 32 38 48 60 U =3`z m B 288_ 1 29 35 1 44 ' 306 31 38 47 _ 60 o E Z 294 1 29 34 43 312 31 37 46 60 o __300 __ ____(__28__ 34 1 42 ( 318 30 36 45 60 Z °2 306___ I 33 41 324 1 30 36 44 59 " 312 32 40_- 330 29 35 44 58 0 E 336 1 29 34 43 57 342 I 28 34 42 56 A 348 33 41 55 A 354 33 41 54 360 32 1 40 53 26 12 11 10 9 8 / 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C. AINIA4V - WOOD TABLES tl ....Riq -----I -------------- -. . :....I O e... Nr H I 1/4"TAPCON — 1 4"PANELMATE INSERTS 1/4"PANELMATE FEMALE 1 4"PANELMATE MALE ' (SCREEN WOOD SCREEN WOOD SCREEN WOOD SCREEN WOOD _ 609;,S icn= I SPANS SYP(SG.55) SPANS SYP(SG.55) SPANS SYP(SG.55) SPANS SYP(SG.55) UP TO ANCHOR SPACING INCHES UP TO UP TO UP TO (in) (INCHES In ANCHOR SPACING INCHES ANCHOR SPACING_.INCHES_ ANCHOR SPACING INCHES 12 10 8 I 6 4 ( ) 12 10 8 6 1 4 (in)_ 12 _10 _8 6 4 (in) 12 10 B 6 4 (-p ID nn ;•��``;l 48 130 130 130 1130 130 q8 130 130 1 130 130 130 48 130 130 —0 130 130 48 130 130 130 130 130 54 130 130I 130I 120 120 54 1301 130 130 1301 130 54 130 130 130 130 130 54 130 130 130 130 130 !VgjEN��, 60 130 130 1 130 130 130 60 130 130 130 130 130 66 1130 1 130 130 130 130 60 130_ 130 130 130 130 ' �iA1�"` G 66 127 130 1 130 130 130 66 ! 127 130 130 130 130 66 127 1 130 130 130 130 66 127 130 130 130 130 :2 G 72 117 130 1 130 130 130 _ 72 116 130 130 130 130 72 116 1 130 130 130 130 72 116 130 130 130 130 78 108 129 . 130 130 130 78 107 129 130 130 130 78 1 107 1 129 130 130 130 78 107 129 130 130 130 84 1 100 120 130 130 130 84 100 120 130 130 1 130 84 100 1 120 130 130 130 84 100 120 130 130 130 1 90 1 93 112 130 130 130 90 1 93 112 130 130 130 90 93 112 130 130 130 90 93 112 130 130 130 I 96 1 80 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 102 1 82 99 124 130 1 130 102 1 82 99 123 130 130 102 82 99 123 130 130 102 82 99 123 130 130 F 108 1 78 93 117 130 130 1 108 78 93 116 130 130 108 78 93 116 130 130 108 78 93_ 116 130 130 A 3xa F 114 i 74 88 111 130 1 130 1 114 73 88 110 130 130 114 73 88 110 130 130 114 73 88 110 130 130 (n 120 1 70 84 105 130 130 1 120 ( 70 84 105 130 130 120 70 84 105 130 130 120 70 84 105 130 130 126 167 80 100 130 1 130 1 126 66 80 100 130 130 126 66 80 100 130 130 126 66 80 100 130 130 U m 132 1 64 76 95 127 1 130 132 63. 76 95 127 130 132 63 76 95 127 130 132 63 76 95 127 130 138 1 61 73 91 122 1 130 138 61 73 91 121 130 138 61 73 91 121 130 138 61 73 91 121 130 Z � _. 144 -!_58_- 70 88 1 117 1 130 144 58 _ 70 87 116 130 1q4 58 70 87 116 130 144 58 70 87 116 130 150 56 67 1 84 112 130 150 56 67 84 112 130 150- 56 67 84 112 130 150 56 67 84 112 130 W E 156 54 165 81 108 1 130 r 156 54 64 81 107 130 156 1 54 64 81 1 107 130 1 156 54 64 81 107 130 = E 162 52 _62 1 781104 1 130 162 52 62 78 103 130 162 52 62 78 103 130 162 52 62 78 103 130 W 168 50 60 i 75 1 100 1 130 1 168 50 60 75 100 130 168 50 60 75 100 330 168 50 60 75 100 130 N w 174 i 48 58 172 197 i 130 174 48 58 72 96 130 174 48 58 72 96 130 174 48 58 72 96 130 0 y $ N 180 i 47 56 1 70 1 93 1 130 i 180 47 56 70 93 130 180 47 56 70 93 130 180 47 56 70 93 1130 0 W m z 186 45 54 68 90 1 130 186 45 1 54 681 90 130 186 45 54 68 90 130 186 45 1 54 68 90 130 Z u 2 a w 192 44 53 60 60 60 192 44 1 52 1 60 60 60 192 44 52 60 60 60 192 44 52 60 60 1 60 z 1 198 _ 42 51 60 60 1 60 198_ 42 5�1 f 60 60 60 198 42 51 60 60 60 198 42 51 60 60 60 W ° p N ¢ z p 204 41 49 60 60 1 60 204 _41 49--I 60-1 60 60 204 41 49 60 60 60 204 41 49 60 60 60 Q m z p 210 40 48 60 60 1 60 1 210 40 148 60 16060 60 210 40 48 60 60 60 210 40 48 60 60 60 3 i 214 39 47 58 60 60 2 66 39 47 1 58 60 60 216 39 47 58 60 60 216 39 47 58 60 60 v> .222 38 45 57 60 1 60 1 222 38 45 1 57 60 60 222 38 45 57 60 60 222 38 145 57 160 60 v 1 2 37 44 55 60 1 60 1 228 37 1 44 1 55 60 60 1 228 1 37 44 55 60 60 228 37 44 55 60 60 234 36 i 43 54 60 1 60 1 234 36 143 54 60 60 234 36 43 54 60 66 234 36 43 1 54 60 60 g 240_ 35 ,1 42 _ 53 60 1 60 240 35 1 42 52 60 60 240 35 42 52 60 60 240 35 42 1 52 60 60 0 0 34._1 41 _51 _60 246 '34. 41 51 60 60 _ 246 34 41 51 60 60 246 34 41 51 60 60 C 252 33 40 50 60 ' 60_ 252 33 ( 40 50' 60 60 252 33 40 50 60 60 252 33 40 ! 50 60 60 C 258 133 139 49 60 60 258 32 139 149 60 60 256 32 39 49 60 60 258 32 39 149 60 60 264 132 38 48 60 60 1 264 32 38 48 60 60 264 132 138 48 60 60 264 32 38 48 60 60 n y 270 131 37 47 60 60 270 31 37 47 60 60 270 31 37 47 60 60 270 31 37 47 60 60 p 7 5 E W 276 1 30 37 46 60 1 60 276 30 36 46 60 60 276 30 136 1 46 60 60 276 30 36 46 60 60 =o 0 - -- 282 30 36 45 60 1 60 282 30 36 45 59 60 282 30 36 45 59 60 282 30 36 45 59 60 2887 29 35 1 44 1 58 ! 60 288 29 35 44 58 1 60 1 288 1 29 1 35 44 58 60 288 29 35 44 58 60 c 294 29 34 1 43 57 1 60 1 1 294 28 1 34 43 57 60 294 28 134 1 43 57 60 294 28 34 43 57 60 i a w B 300 28 34 1 42 56 . 60 300. 134 42 56 60 300 34 42 56 60 300 34 42 56 60 V ;Z B ! 306 _-_ 33_ 41_1.55_.1 60 306 33 41 55 60 306 33 1 41 55 60 306 33 41 55 60 x o G o I 312 32 1 40 154 60 i 312 1 32 40 54 60 312 _ 32 40 54 60 312 32 40 54 60 3 318 32 1 40 1 53 60 318 1 32 40 53 60 318 32 40 53 60 318 32 40 1 53 1 60 Z 324 - 31 39 52 60 324 - 31 39 52 60 324 31 39 52 60 324 - 31 39 52 60 'i 'PH 330 1 31 38 51 60 330 1 30 38 51 60 330 30 38 51 60 330 - 30 38 51 60 0 o N 336 - 1 30 38 50 60 336 130 37 1 50 60 336 1 30 37 50 60 336 30 1 37 50 60 342 29 37 49 60 1 342 29 37 49 60 342 29 37 49 60 342 29 37 49 60 A 348 1 - 29 36 48 60 348 1 29 36_ 48 60 348 29 36 48 60 348 29 36 48 60 A 354 1 28 36 47 60 354 1 28 35 47 60 354 28 35 47 60 354 28 135 47 60 360 35 47 60 360 1 - - 35 1 47 1 60 360 35 47 60 360 - 35 - 60 27 12 11 10 Y 8 1 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 WOOD TABLES �EFFR4Y�.t 1rP11 STRAP BRACKET W/TWO R 'Z/ H 3/8"COMBO ANCHOR or LAG BOLT 1/2 COMBO ANCHOR or LAG BOLT i A ----- — ------ 1/4"CRETE-FLEX ^ : ... ; , /16'ULTRAC_ SCREEN WOOD SCREEN WOOD SCREEN WOOD or 1 4"TAPCON ( :/ n097, '- SPANS (SYP with SG 2 0.55] SPANS (SYP with SG>_0.55) SPANS (SYP with SG>_0.55) SCREEN) WOOD UP TO UP TO ANCHOR SPACING INCHES U(iTO ANCHOR SPACING INCHES SPANS (SYP with SG z 0.55) = cc!FATE oF- (in) _. ANCHOR SPACING�NCHES] (in) 18 16 14 12 8 (1n) 18 16 12 10 B UP TO ANCHOR SPACING INCHES 16 I 14 12 10 ( 6 qe I 130 130 130 130 130 48 i 130 130 130 130 130 PT I 16 1R 12 10 8 01 48 124 130 I I30 130 I30 54 124 130 130 130 I30 54! 130! 130 130 130 130 130! 48 130 130 130 130 130 I '''' N 54 110 126 ! 130 130 130 ! G 60 112 126 130 130 130 60 1130 1130 130 130 130 54 130 130 130 130 130 G 60 99 113 i 130 130 130 66 102 115 130 1 130 130 66 ! 130 1301 130 130 130 1 60 120 1 130 130 130 66 __90_._-__l_03 II 120 130 130 >- 72 83 94 1110 1_130 130 I 72 93 105 120 130 13D 72 i 130 1130 130 130 130 66 1109 125 130 130 1 130 78 86 97 111 129 130 78 1 123 1 130 1 130 1130 136 1 72 ! 100 114 130 130 )30 78 76 81 1 94 1113 130 84 80 90 103 120 130 84 114 1 129 ! 130 130 130' 78 1 92 105 123 130 130 84 71 81 ! 94 113 130 I 90 75 84 96 112 130 90 1 107 1 1201 1301 130 130 84 1 86 98 114 130 130 ? ^96 66 75 88 I .106 130 96 70 79 90 105 130 96 100 1 113 1 130 130 130 90 1 80 91 107 128 130 L >_ 96 62 71 83 99 1130 102 66 I 74 85 99 130 102 94 1 106 i 130 130 130 96 1 75 86 100 120 130 C"' 102 58 67 ! 78 I 93 1130 e_ F 10(— 8 I 55 63 i 73 I 88 130 108 62 70 80 93 130 lOB 89 1100 1130 130 130 102 1 71 81 94 113 130 to d x F ! 114 52 60 69 8T—� 130 I 114 59 66 76 88 130 114 1 84 1 95 126 130 130 108 1 67 76 89 107 130 _+ _ 1 120 50 57 ! 66 79 1130 120 56 63 72 84 126 120 180 90 120 130 130; 114—: 63 72 84 101 126 126 47 1 54 63 75 1126 126 53 60 69 80 1 120 126 76 1 86 1 114 130 130 1 120 1 60 69 80 96 120 0 132 45 51 I 60 72 1 126 1 132 51 57 65 76 1 115 132 73 1 82 1 109 130 130 126 1 57 65 76 91 114 Z_ > _ 138 _I -43_-49_I 57 69 115 138 49 55 63 73 110 138 70 1 78 104 125 130 732 55 62 73 87 109 144 i 41 47 I 55 66 110 144 47 53 60 70 105 144 67 1 75 100 120 130 138 1 52 60 70 83 1 104 150 45 50 58 67 1 101 150 64 72 96 115 130 1 _144_I 50 57 67 80 100 I W F3 156 40 45 53 63 106 156 62 1 69 192 111 130 150 i 48 55 64 77 -9, m E E 156 38 44 51 61 106 156 43 48 55 65 1 97 162 37 42 49 59 98 762 41 47 53 62 93 162 59 1 67 89 107 130 156 1 46 53 62 74 92 ~ G W 168 35 40 47 57 94 1I 168 40 45 51 60 90 168 57 1 64 86 103 129 162 1 44 51 59 71 89 Z -- 17- 39 43 50 58 I 87 174 55 1 62 83 99 124 168 i 43 49 57 69 86 J`174 34 39 46 _55 __ 91 Q o _ 180 1 37 42 48 56 1 84 180 1 33 1 38 44 53 88 - 180 53 60 80 96 120 1 174 1 41 47 55 66 83 1 Z =2 > m W > 186 1 32 1 36 43 1 51 85 186 36 41 46 54 81 186 52 58' 77 93 116 1 180 1 40 46 53 64 80 1 192 35 39 45 53 60 z 192 31 35 41 50 60 198 34 38 44 51 60 192 50 56 75 90 113 1B6 39 44 52 62 77 W, - U m Z 198 30 34 I 40 1 48 60 198 48 55 73 IP 109 11 199 138 43 50 60 60—1 N 0 N < D 204 29 33 1 39 47 60 204 33 37 42 49 60 204 47 53 71 85 106 1 198 36 42 48 15B 60 I Q D z D -1-- 210 32 36 41 48 60 g 210 28 32 1 38 45 60 210 46 151 69 82 103 204' 1 35 1 40 47 56 60 1 216 31 35 40 47_ 60 v) 222 31 1 37 44 60 216 44 150 67 180 100 210 34 39 46 55 60 2 222 311 36 43 I 60 222 30 34 39 45 60_ 222 43 49 65 7B 97 216 1 33 38 44 53 60 YZ 228 30 1 35 42 1 60 228 29 33 38 44 60 228 q2 47 63 176 95 222 32 37 43 52 60 <u 234 _ 29 j 34 41 1 60 234 29 32 37 43 60 234 41 46 r 62 ] 74 92 228 32 36 42 51 60 1 240 o 240 -I - 28 33 40 I 60 28 32 36 42 1 60 240 40 145 i 60 172 90 234 31 35 41 49 60 � 2 - 41 60 246 28 32 39 46 31 35 60 246 39 44 1 59 70 86 240 30 34 40 48 60 C 252 30 34 40� 60 C 252 31 38 60 —- —- - 252 38 43 57 69 86 246 29 33 39 47 59 — o. 258 29 33 39 69 258 31 37 I 60 258 37 i 42 1 56 67 84 252 129 33 38 46 1 57 w N c s W 264 - 29 33 38 57 � o 264 I 30 36 60 264 36 41 55 65 82 258 128 32 37 45 56 Q Q o W 270 28 32 37 56 270 I 29 35 59 270 36 140 53 64 BO 264 31 36 44 55 I o o 0 i 276 29 34 57 276 1 31 37 55 276 35 39 52 63 78 270 1 - 30 36 43 53 - --- - --r- 282 31 36 54 -3 a 282 r 28 34 56 288 30 35 53 282 34 1 38 51 61 77 - 276 30 35 42 1 52 1 `�c,o-9 m 268 1 33 55 288 33 1 38 50 60 75 282 29 34 41 51 0 3 W 394 29 34 A49— 1294 - - 8 32 54 294 33 137 49 59 73 288 I - 29 33 40 50 IB 300 1 32 53 300 29 340 3D0 323658 72 294 28 33 39 49.306 31 52 306 28 33 306 31 1 35 47 56 71 300 32 38 48 312 _ _ _'_30 _ 51 318 32 48 312 31 1 35 1 46 55 69 306 1 - 31 38 47 i o o g 318 30 50 324 29 49 324 1 31 47 312 I - 31 1 37 46 i z _ ii f..WF 330 I 29 I 48 330 31 46 66 o x 336 I 28 1 47 336 1 30 45 342 1 29 44 A 341 I 46 348 29 43 A - 354- — — --1 45 354 28 43 28 �360 1 44 360 42 12 11 10 9 13 / 6 5 4 3 2 1 12 11 10 9 8 / 6 5 4 3 2 1 JEFFREY C ILRUMPIF(Eu, ALLOWABLE SAMMY BRAND: it 70, F ALUMINUM & STEEL TABLES 17WBWLDE%SAMMY H I 1 4"SAMMY 1 4"TEKS 1 1 4"TEKS 14"TEKS F r fH•, o`'; SCREEN 16 GA Steel SCREEN 1/8"Steel SCREEN 1/4"Alum SCREEN 1/8"Alum � 74 SPANS (A36) SPANS (A36) SPANS (MIN 6063-T5J SPANS (MIN 6063-T5) UP TO Up TO UP TO UP TO v eoxtrwn r.e:u, ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES t OF (in) 12 10 8 6 4 (in) ANCHOR SPACING INCHES (in) 1 14 12 10 8 6 (1n) 12 10 8 6 4 Os I `' 14 12 10 8 48 123 130 130 130 130 _48 I 130 1130 130 130 130 48 127 130 130 130 130 Iv•••., ��>� 48 130 1 130 130 130 1 130 % (QN 54 1 109 130 130 130 130 54 1 130 1 130 130 130 130 54 113 1 130 130 130 130 54 130 130 130 130 1 130 nri G 60 98 118 130 130 130 60 130 130 130 1130 130 60 130 130 130 130 130 60 102 122 130 130 130 1 G 66 89 107 130__130 130 66 130 130 130 130 130 66 92 1 111 130 130 130 R 66 130 130 130 1 330 1 130 G 72 82 98 123 130 130 - -01 72 130 130 130 130 130 72 85 102 127 130 130 72 130 130 130 130 1130 Nr^ 78 76 191 114 130 130 78 1 136 130 130 130 130 78 78 94 117 130 130 k'a Vl ;t 7� 130 130 130 130 1 130 �/j 84 70 i 84 105 130 130 84 1130 130 130 130 130 84 73 87 109 130 130 84 1 122 130 1 130 1 130 1130 d H0 66 79 98 130 130 90 1 130 130 130 130 130 90 68 81 102 130 130 9 96 62 1 74 92 123 130 90 114 130 130 130 i 130� 96 1 130 130 130 130 130 96 64 76 95 127 130 102 58 169 87 116 130 102 1 96 1001 118 137 125 3300 3 1300 ! 130130 102 130 130 130 130 130 102 60 72 90 120 130 1 p _ 108 55 66_ 82 109 130 108 1 95 Ill 130 130 130 108 130 I1 130 130 130 130 108 56 68 85 113 130 °d F -.114_ 52 62 78 104 130 114 130 130 130 130 130 114 53 64 80 107 130 114 1 90 105 126 1 130 130 120 49 59 74 98 1130 --f- 120 130 1130 130 130 130 120 51 61 76 102 130 - 120 86 100 130 1130 130 126 47 56 70 94 1130 126 126 130 130 130 1 130 126 48 58 73 97 1130 0, 126 82 95 114 1130 130 U 132 45 54 167 89 130 132 120 130 130 130 130 732 46 55 69 92 130 s 132 i 78 91 109 1 130 _1301 Z > 144 43 51 64 86 123 138 115 130 130 130 130 138 44 53 66 8-8 130 - x 138 75 87 104 130 130 — 144 41 49 62 82 123 144 110 128 130 130 130 1444 42 51 64 85 137 144 71 83 1001 12511301 N 150 39 47 1 59 79 118 156 106 123 130 130 130 150 41 49 bl 81 122 UJ 150 69 80 96 1120 130 _ E __156_. 38___.45 _57__,76 114 156 102 118 130 130 130 156 39 47 59 78 117 156 66 77 _92 115 130 E 162 36 1 44 55 173 109 -- - 162 98 114 130 130 130 162 38 145 56 75 113 F- 142 63 74 89 1 111 i 130 0 168 35 42 53 �0 105 , 168 94 1 110 130 130 130 168 36 44 54 73 109 168 61 71 86 i 107 130 N oo y LL 180 34 41 51 68 I� 174 91 1106 127 130 130 174 35 42 53 70 105 G 180 33 39 49 II 66 98 174 59 69 83 1 103 130 180 88 1 103 123 130 130 18D 34 41 51 68 102 _ 180 57 67 80 ! 100 130 1 - Z o 186 32 38 48 63 95 186 85_1. 99 119 130 130 186 33 39 49 66 98 186 55 65 77 1 97 1 129 1 - 3 a _ 192 31 37 46 60 60 192 60 1 60 60 60 60 192 32 38 48 60 60 z 192 54 60 60 60 1 60 ' 198 30 36 45 60 60 198 52 60 60 60 60 19B 60 1 60 60 60 60 198 31 37 46 60 b0 �' N 0 N ¢ Z p 204 29 35 43 58 60 204 50 59 60 160 60 i 204 60 60 60 60 60 204 30 36 45 60 60 < `z D 210 28 34 42 56 60 210 60 f 60' 60 60 60 210 29 35 44 58 60 g 216 33 41 55 60 210 49 57 60 1— 60 T 60^i 216 60 60 60 60 60 216 28 34 42 56 60 @ 216 48 56 60 1 60 60 N x 222 - 32 40 53 60 222 46 54 60 60 60 222 60 60 60 60 60 222 - 33 4.1 55 60 228 1 - 31 39 52 60 228 60 60 60 60 60 228 32 40 53 60 234 30 38 50 60 228 145 53 60 160 1 60 ! 234 60 160 60 60 60 234 31 39 52 60 234 44 51 60 1 60 1 60 f 240_.:____•._30 _37 _49_ 60 240 60 60 60 60 60 240 30 38 51 60 246 - 29_I 36 48 60 Y46 240 142 49 5-9 T 60 t 60 1 246 60 60 60 160 43 50 60 1 60 1 60 60 246 30 37 50 60 N C 252 1 20 1 35 47 1 60 252 60 160 60 60 60 252 29 36 48 60 C 258 1 - 1 34 46 1 60 252 41 48 57 60 1 60 1 258 160 60 60 I 60 60 258 28 35 47 60 0 264 - I - 134 45 i 60 40 47 56 1 60 60 1 264 160 1 60 160 1 60 60 264 Lu 35 46 60 L w 270 1 33 44 i 60 264 39 45 55 60 60 270 159 160 60 60 60 270 34 45 60 ¢ o ° 276 32 43 60 270 38 44 53 1 60 60 276 1 57 1 60 60 60 60 276 33 44 60 _ 276 37 43 52 1 60 60 ` o " — -- -282--I -= 31 42 I 60 282 156 60 160 60 60 282 32 43 60 3 o a 288 1 _ 31 41 60 282 136 43 51 60 60 288 1 55 1 60 1 60 60 60 288 1 32 42 60 288 36 42 50 60 60 294 .1....- - 30 40 i 60 294 I 54 60 60 60 60 294 31 41 60 •—-- 294 35 41 49 60 160 B 1 300 I 30 39 59 300 1 53 160 60 1 60 60 300 I 30 41 60 = i W 8 300 34 40 48 60 60 U 306 1 29 39 1 58 306 ! 52 60 60 60 60 306 30 40 60 312 - 28 38 157 306 1 34 39 47 59 60 312 1 51 59 60 1 60 60 312 29 39 59 3 312 1 33 38 46 58 60 318 37 56 318 ! 50 58 60 60 60 318 29 38 58 318 32 38 45 57 60 i Z ° t 324 I - 36 1 55 324 49 57 60 60 60 324 I - - 28 38 56 324 32 37 44 56 60 p g s= 330 1 - 36 54 330 1 48 56 60 60 60 330 - 37 55 330 31 36 44 1 55 1 60 1 - o -6 W 336 _: - _ - 35 53 336 1 47 55 60 60 60 336 336 31. 36 43 154 60 342 1 - 1 - 35 52 342 1 46 54 60 60 60 342 36 53 A 34B I - - - . 34 51 342 30 _35 42 53 60 I 348 146 53 160 60 60 348 �� A 348 30 34 41 52 60 354 1 33 50 354 1 45 52 60 60 60 354 - 34 52 360 33 49 354 29 34 41 51 160 360 44 51 60 60 60 360 - - 34 51 360 29 33 40 1 50 1 60 I 12 11 10 9 8 / 6 5 4 3 2 1 I'L II IU Y 8 / 6 5 4 3 2 1 JEFFREY C.FRI N7 P E� EARTH TABLE "P� ' Ri"'', EART H H ANCHOR NOTES: 77 [1�'ylJ''• 30"X 1/2 Shpff X 4'HEaIiX 1)Use when soil conditions are visually Identified to be loose to medium dense sand(Soil Class 4A) SCREEN 2 use when sol conditions are mechanical) identified to be Soil Class 3. _ •6097 !`s SOIL CLASS 4A ) Y _ ;/ 4 MEDIUM DENSE SAND 3)Use with StabTaer plates are used when soil conditions are visuolly identified to be loose to medium dense sand (Soil Class 4A) aaa• ,o-ec.c;tvs sas SPANS a)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 or276.350 a torque probe ���. SrA'c (in I ) 241 242 I 243 '0dI?Dp,-;cif' {{{. 48 130 130 130 5".2 go G _54 130 _ 130 I 130 - ' N s�Io 66 127 130 130 R 66 127 I 130 I� 130 >e 72 117 1 130 1 130 78 _ lOB _I 130 I 130 _ 84 100 ( 129 1 130 W= 90 93 120 1 130 - 96 88 113 1 130 w F 1 102 82 106 1 130 l�i/� 10 78_ 100 1 130 YI sE x F 8 114 74 95 1 126 120 70 90 1 120 86_1 114 U 132 64 82 109 Z > 138 61 78 104 - m 144 58 1 75 100 El E 1_ 150 56 I 72 1 96 E 156 I 54 1 69 1 92 � 1 162 1 52 1 67 89 }" 168 1 50 1 64 86 1 LL o0 _ 174 _ 48 __ 62 83 oEd 180 47 60 80 Ix 186 45 58 77 192 44 56 60 m 0 198 42 55 60 N 0 a Z D 204- 41 53 60 Q m `o z D 216 39 50 1 60 I N 8; 222 38 49 1 60 I 228 37 47 60 u 234 1 36 1 46 60 240 1 35 1 45 1 60 o 246 1 34 __--. 44 59 C C �252- ) 33 I 43 I 57 258 33 1 42 1 56 0 264 32 41 1 55 i LU a€ 270 31 40 1 53 276 30 39 52 o 0 0 282 30 - 38 ---51 - - 288 29 38 50 a a 294 29 37 49 d 8 300__ 28__ 36 _ 48 = s 3 8 306 35 47 8. 312 1 35 46 �_ �r- 318 1 1 34 45 dog _ 324 1 33 44 Z 330 33 44 o u=a 336 32 43 1 S 342 32 1 42 A 348 31 1 41 354 31 14 I /�O A 360 30 1 40 3 12 11 IU Y 8 / 6 5 4 3 2 1