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HomeMy WebLinkAboutProduct Approval I U,rb4dn i'Ytl/ �z�•�: 64 BCIS Home Log In User Registration Hot Topics�l Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map Unks search { r1olida I VAr -11 ;. c=; "' Product Approval USER:,Public User Product Approval Menu>Product or Aonlitation Search>Application List>Application Datall FL# FL11291-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived -� Product Manufacturer Storrs Smart Industries Address/Phone/Email 6182 Idlewild Street ® rl o Fort Mye ty nI s�r bY" CTO CO®1 9 aye brist@ge rA Authorized Signature Brian Rist brist@getsmartcompanles.com 7 Technical Representative Brian D.Rist //'� � ! " 3 Address/Phone/Email 6182 FortMyeers,ilFL3treet 3966 VI= FOR (239)278-4092 brist@stormsmart.c 50®E COMPLIANCE Quality Assurance Representative Dan Reames T® L )CIE COWNTY Address/Phone/Email 6182 Idlewild Street CCC Fort Myers,FL 33966 sflu (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 f_ 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. �i Validation Checklist-Hardcopy Received Certificate of Independence FI t 1291 R8 COI Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 ASTM E330 2010 II f I I ASTM G154 2016 ASTM G15S 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R8 Eguiv Eouivalent Product Standard Certificate ac f 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 I j 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.odf Approved for use outside HVHZ:Yes Verified By:Jeffrey C.Friant,P.E.PE0060974 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/130 Evaluation Reports Other:See Installation Instructions for additional FL11291 R8 AE Evaluation Report odf limitations. FL11291 R8 AE Fire Testing and UV Eval odf Created by Independent Third Party:Yes 0 0 Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:SSO-487-1824 The State of Florida is an ANEW employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact'850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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..here.• Product Approval Accepts: y �.® Credit Card Safe CL I I uwp 12 11 10 y. - - 6 5- --- -4 - - - , JEFFREY C.F-- TIP : GENERAL-NOTES , P CIA STORM CATCHER WIND ABATEMENT SCREEN'SYSTEM I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED'IN ACCORDANCE WITH Lr THE FLORIDA BUILDING CODE SIXTH EDITION(2017l AND 2015 IN BUILDING L H' FOR USE INSIDE AND OUTSIDE-THE_HI_GH_V_ELOCIT__Y_H_URRICAN.E_Z-ON.F-- CODE,FOR USE WITHIN ANDOUTSIDETHE HIGH VELOCITY HURRICANE ZONE PERASTM E330,E1996,E1886,AND M-D TAS 201,202 203 TESTING STANDARDS. ,2. THESE INSTALLAT16NINSTRUCTIONS ARE PARTICF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH.THE EVALUATION REPORT SUBMITTED 0 rvr DRGWAI P.E.HAL FOR'THESAME PRODUCT APPROVAL_. ' ®� x5T OF STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO 33-1/3wINCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS ,.O p = 'SYSTEM:WIND'LOAD DURATION FACTOR Ctl=1.6 HAS BEEN USED FOR WOOD ANCHORSTO �'4� d� R4•.a��`�� ER SCREEN COLOR BLACK TE GRAY N. VLT-VISUAL LIGHT TRANSMITTANCE 0.21 oa8 017 0.BONE BROWN 4. POSIITTIIVE'AND'NEGATIVE DESIGN PRESSORESCALCULATED FORdHE USE WITH THIS SYSTEM11 �1111�'!`A G 'SHALLBEDETERMINEDPERSEPERATEENGINEERINOINACCORDANCE WITH THE 1 'G' UVT-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.22 0.14 0.12 0,06 0.07 SST-SOLAR SPECTRUM TRANSMITTANCE. 0.13 0.30 DAG 0.18 0.09 GOVERNING CODE.PRESSURE REQUIREMENTS SHALLBE LESS THAN OR EQUAL-TO THE �H VLR•VISUAL LIGHT REFLECTANCE 0.07 0.53 0.26 0.44 O,22 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY-VALUES,LISTED HEREIN FOR ANY SSR-SOLAR SPECTRUM REFLECTANCE 0.04 0,46 0.19 0.42 D417 'ASSEMBLY AS SHOWN., ��w■ ut SHGC-SOLAR HEAT GAIN COEFFICIENT GAT 0.2s 0.17 0.17 0,14 ,5: DESIGN PRESSURES•NOTED HEREIN ARE,BASED.ON MAXIMUM TESTED PRESSURES DIVIDED !�r!' au SHdC REDUCTION 78-A 67% 78% 78% 82% BYA I:5SAFETYFACTOR. q SHGC PROPERTIES TESTED TO NFRC 20I-2010 USING INTERIM STANDARD TEST METHOD WIIH CALORIMETRY 6. THE SYSTEM DETAILED HEREIN IS GENERIC,AND;DOES NOT PROVIDE INFORMATION FORA IlVf1 HOT BOX METHODS AND UTILIZING CLEAR.INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE`.CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED-ARCHITECT SHALL PREPARESITE OPTICAL PROPERTIES TESTED10841 A SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS'OOCUMENT., rn F ASTM E 972/ASTM E 084/ SHRAE 74 /NFRC 202 7. THIS.PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN 107.. TESTING BY:ARCHITECTURAL TESTING.INC.,FRESNO.CA FOR THE CONDITIONS SHOWN IN THIS PRODUCTEVALUATION DOCUMENT,SCREEN WHAT IS SHGC? PANELS MUST COMPLETELY COVER AN OPENING,INALL DIRECTIONS TO MEET BUILDING 'ENVELOPE REQUIREMENTS.. 08 A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS AND RATIO:WHERE 1 IS THE MAXIMUM AMOUNT OF SOLAR HEATTHAT 8. PERMIT HOLDER.SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE:TO WITHSTAND Z GAIN THAT CAN COME THROUGH A'WINDOW AND 0,15 THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT SUPERIMPOSED LOADS, - x 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: WHAT IS VLT?` 9.1 SLIDE TRACK AND STRAP/BUCKLE:I-16FT SPAN=130PSF DESIGN PRESSURE-AND Lu >16=26FT MAX.SPAN=60PSF DESIGNPRESSURE E' VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 9.2 ROLL DOWN TRACKS:1-16FT SPAN=130PSF DESIGN PRESSURE AND>16=3OFT MAX. E: AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=60PSF DESIGN PRESSURE H' t w 9.3 GROMMETS:192`'MAX,SPAN=60PSF DESIGN PRESSURE - Lu LL - A C 1D, MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1.9.2&9.3 ABOVE. y. - g a LL, EVALUATION BASED ON: lla .PANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE.LABEL-PER PANEL p REFER TO.TABLES' CONTAINING THE FOLLOWING MINIMUM INFORMATION: Z --"W _ FENESTRATION TESTING-LABORATORY, STORM SMARTINDUSTRIES,'INC. F.OR-ALLOWABLE. W eL Z 6182'IDLEWILD STREET,FORT'MYER5,FL,33966 H. - m O LAB:No, 844) LAB.No. 7690 DESIGN PRESSURES FLPRODUCTAPPROVAL NO.FL Ij291 N O N ¢ z D PROJECT NO. 15.5893 PROJECT No. 13-4387 OPENING NO.Rl - Q.•aD.a z ypt FILE No. 13-890 12. HURRICANE FABRIC PANELS MAY MOUNTED.VERTICALLY OR HORIZONTALLY AS APPLICABLE.ALL$CREENS ARE ALLOWABLE FOR TWO OPPOSITE SIDE ATTACHMENTS WITH C LAB.No. 8440 LAB.No. '9695 NO DEFLECTIONREQUIREMENTS UNLESS INSTALLED.IN THEHVHZ,ZONE 4,MIAMI-DADS F) PROJECT No. 15-5892 PROJECT No. 17-7199 REGIONS THEN DEFLECTION VALUES ARE ENFORCED:SEE DEFLECTION TABLE FOR SPECIFIC BUCKLE SPECIFICATIONS: DEFLECTION VALUES. LAB.No. 7561 LAB.No. 9818 - 13. EXCEPT AS.EXPRESSLY PROVIDED HEREIN;NO ADDITIONAL CERTIFICATIONS OR PATTERN;SPIKETEETH GRIP 2 PROJECT No. 13.4387 PROJECT No. 17-7449 AFFIRMATlON5ARE INTENDED. O, 0 FILE No. 13.890 WIDTH/DIAMETER:2.5'+/-0.10' 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-76,U.N.P. 1:,:_ THICKNESS:0.050"+/-0.01(Y' N C LAB.No. '6026 LAB.No. 9834 MATERIAL:ACETAL HURRICANE BARRIER !ei PROJECT No. 09-1664 PROJECT No. 17.7543 POLYPROPYLENE MONORLAMENT WOVEN INTO 'a FILE No. 09.665 BASKET WEAVE DESIGN. BLACK WHITE.BROWN IBLK&TAN). �' �- "•J Q v a o W LAB.NO. 9836 LAB.NO. 9835 STRAP SPECIFICATIONS. BONE WHT B-TAN:GRAYIBLK8 WH11 0 _ o�Z I PROJECT NO. 17-7543 PROJECT No. 17.7449 PATTERN:'X100-1000 J MECHANICAL PROPERTIES TEST METHOD UNIT TYPICAL ROLLo ��Z,o LAB,NO.. 9742 LAB.No, 9765 WIDTH/DIAMETER:1.875'+/-0.063' GRAB TENSILE ASTM D4632 1BS 500 S50 ,�-�-z m PROJECT No. 17.7199 PROJECT No. 17-7449 THICKNESS:0.050"+/-0.01W TRAPEZOID TEAR STRENGTH ASTM D4533 LBS' .21 w 250 _�. �.�.�,N AVERAGE BREAK STRENGTH:6000 LBS MULLEN BURST ASTM D3796. PSI' 750 B LAB.No. 9833 LAB.No. 9647 MATERIAL:POLYESTER PUNCTURE STRENGTH ASTM D4833 LBS 200 PROJECT No. 17-7543 PROJECT Nu. 17-7199 AIRFLOW ASTM D737 CFM 175' •PERCENT OPEN AREA COE-02215 %. 5 c z UV RESISTANCE(DWI ASTM GI54 ?0 5 o s' LAB.-No. 10348 LAB.No. 10347 n R N :�3 RETAINED PROJECT No. IM274 PROJECT No. 18-6274 SEWING 'Pemen10pe0 Area Iso MARY. - _. u=, g�.1R l= HETI.(HURRICANE ENGINEERING&TESTING,INC.) T138 POLYESTER THREAD(FOR ALL SPANS @+/-130PSF) PHYSICAL PROPERTIES TEST METHOD UNIT 'TYPICAtvAIUE REPORT NO.174301,174302,17-F303,174304,&17:F305 2400/2640 PTFE THREAD(FOR.SPANS UP TO 16'&+%-130PSF1 ' GENERIC OR EQUIVALENT;_SEE STITCHING.DETAILS ON SHEET-2, WEIGHT ASTM D5261 OZ/YD7 91 A THICKNESS ASTM 05199-- MIL' -21 _- ,A' CONSTRUCTION ,EPI/PPI 60 X 63 FIBER CONTENT 100%PP 12 11 10 y 8 7 6, 5 4' g, 1 1 -. __ - - - - - - -- - - -- -JEFFR�PC. 11&,� � C i7 APPROVED EDGES qN�"'-- H STITCHING M:,DETAILS STANDARD HE 0974 - - - - - LASER CUT EDGE ve Lv P.E.tUL SEeI *__ SPAN DIRECTION-SCALE:N.7.S. PANEL `O� TA „ EoOF;; A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED 0.334"NYLON CORDING OR %-� `3 •��� FOR SPAN DIRECTION EDGES. 7.5MM PVC,CORDING ��. ( NYLON LUFT TAPE SPAN DIRECTION EDGE:NO HEM � ,q ��� �� 'G DISTANCE BETWEEN ROWS OF STITCHING FABRIC TTp`I ILLTL G' STITCHING VARY.STITCH PATTERNS 2"PANEL HEM -! DISPLAY REQUIRED NUMBER OFSTITCH - BFFOLD WELD w ROWS'SHOWN,MINIMUM. I PANEL —I� v= LIk--IV0.2-5" 0.25 Yry� 1.75' SPAN DIRECTION HEM;2 ROWS OF STITCHING � .0�.- LL 2'PANEL HEM :_ i F M 81-FOLD WELD. —PANEL ,,I(17 _A F I BI-FOLDW/bQUBLE STITCHING U ' Z STRUCTURAL HEMS u I E "NYLON CORDING OR i.E� ' �7.5MM PVC CORDING STRAP LOOP,BUCKLE STRAP •f j w /x/rNYLON LUFT TAPE \\ _ - _ _ _� a CI r LL 31/2"LOOP HEM 1.500" 1:500" /—PANEL '� p.w o _ /--FABRIC // STITCHING ZE -0 .N < z- a.D 2'WIDE SEAT BELT CQ"I IDI WEBBING LOOP :5 .v 3 7'LOOP HEM FIXED STRAP/LOOP V) w LD.#3 GROMMET T LOOP,HEM' S 1.25" 1.25" PANEL PANEL 'PANEL ` U —Icu ALTERNATE FIXED.STRAP/LOOP '� o C STITCHING SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL _ 'c STRUCTURAL ATTACHMENT FOR LOOP: STRUCTURAL ATTACHMEM FOR LOOP: a OPTIONAL HEM I3I ROWS STITCHING&BOX STITCH (31 ROWS'STRCHING&BOX STITCH Lij Grcui -o.W STRAP,LOOP, o .�0 o, PANEL 91 T.STRAPHEM -BUCKLE/STRAP OR I.500" 1.500" FABRIC LUFT TAPE B STITCHING �- _^� - U !_S- T 2"BI-FOLD n z OREOUALZ. 312.'BUCKLE HEM STRAP .A PANEL f--FOLD 2" IA: STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: &AIC UAL (3)ROWS STITCHING MIN..&BOX STITCH&EACH HEM JEFFREY C,FR ANT:P.E. . ,H RESULTANT LOAD(PLF) TABLE 1 PARALLEL TO WIND LOAD o•5 974 a`* yy s V L NL ORKit4AME SEAL.,; - S(p'n DESIGN PRESSURE(PSF): {ATE OF 30 40 50 60 70 .75 80 90 100 110 120 130 '�0 RI P• � � F. q a,.� 48 115 149 187 226 259 278 298 336 370 408 442' 480 ., ��N 54 125 168 211 250 293 312 336 374 498 456 499 542 �''� N ' G 60' 139 187 235 278 326 346 370 418 461 509• 557 600 Jill 66 154 206 254 307 355 384 408 461 509 1 562 610 662 � 72 168 226 278 336 389 418 446 499 557 610 667 720 N W w 78 182 240 302 360 422 1 451 480 542 600 662 720 782 84 197 259' .326 389 456 485 518 581' 648 1 710 778 840' 90 211 278 350 418 485 518 557 624 691 763 830 1 898' i=^ 96 226• 298 11 70 446 518 557 590 667 739 811 883 960' L 102 235 317 394 470 552' 590 629 706 782 864 941 1018. s- F 108 250 33 16 418 499 581 624 667 749 830 912 '994 1075 9-1 !F 114 264 350 1 442 528 614 658 701 787 874 960 1046' 1138 120 278 1 370 1 461 557 648 691 739 830 922 1013 1104 1195 126 293 1 389 1 485 '581 677 725 773 869 965, 1061 1157• 1253 U 132 307 408 1 509 610- 710 763 811 912 1.013. 1114 1.210 .1310- Z 138 322 427 '533 638 744 797 .850 955 1056 1162 1267 1373 _ 144 336 446 557 667 773 830 883 994 1104 1214 1325 1430 v% 150 350 461 576 691 806 864' 922 1037 1152 1262 1378 1493 LIJ E 156 360 480 600 720 840 898 960 1075 1195 1315 1435 1550 w = iE 162 374 499 624 749 .874 936 994 1118 1243 1363 '1488 1613 tL 168 389 518 648 778 902 970 1032 1162 1286 1416 1546 1670 V)°.� o 174 403 538 672 807 936 1003 1070 1200; 1334 1469 1598 1733 H 8 w 180 418 557 1 691 830 970 1036 1104 1243. 1382 1517 1'656 1790 �_ w 7 _ 186 432 571 715 859' 998 1070 1142 1286 1426 1570 1'709 1853 Z 3 } ,P W = 192 446 590 -7 888 1032 1104 1181 1325 1474 1618 17b2 1906 t j 198 461 610 1 763 912 w ° 0 N a z .D 204 470 629 787 941 Q.'� LL _ z IDi 210 485 648 806 970 0 3 216 499 667 830 998 N 222 514 682 854 1022 < -228 528 701 878 1051 Ty=PERPENDICLILAR LOADS T=SCREEN TENSION C ¢ 234 720 898 1080 (EITHER DIRECTION) W 240 557 739 922 1104 0 o• 246 758 946 1133 1-- C 252 581 778 970 1162 �- 258 595 792 994 1190 C' 264, 610 811 1013 1214 O w o w 270 624 830 1037 3 1243 ix=PARALLEL LOADS g� , 276 638 850 1061 1-272 12 o­2 282 653 869 1085 1301 a!=o 288 667' 888 1104 1325 294 677 902 1128 1354 e 3300 06 706 941 i;i4 1411 LOADS ON EXISTI NZ NG STRUCTURE : '63z' IB- 312 720 960 1200 1435 .o K o 318 734 979 1219 1464 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS z SO 3 324 749 998 1243 1493 Z o W ' 330 763 1013 1267 1522 Q w 336 778 1032 1291 1546 NOTE:SIDE RAILSECTION SHOWN.SLIDETRACK,GROMMELAND p' Rt .STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE: vi ' •�W N 342 787 1051 1315 1574 348 802 1070 1-334 - 1603 A 354 816 1 1090 1358 1627 ,A 360 830 1104 1382 1'656 12 11 - 10- 9 8 7.. _6 .. `5 4 3 2. • -.- 1 • '12 11 10, 9' 8 7 _ 6_ 5 4 -3' ,2. _. ... _._ ._ .. — 'JEFFR QTFP,Ip{�17PE` • ] .. ... 9 HRESULTANT LOAD, LF) TABLE 2, PERPENDICULAR TO WIND LOAD *' " 74 " = AL�ONLV nN OFIGNAI R.E SFI.I: Span DESIGN PRESSURE(PSF) 0•. E F� 7 (In) = .�••. = r 30 40 50 60 70 75 80 90 100 110' 120 130 48 24 32 48 56 64 72 80 88 104 112 128 136 54 24 32 1 48 56 64 72 80 88 104 112 128 136 nnl� � G '60 24 40 48 56 64 72 80• 88 104 112 128 144 n G 66 24 40 48 56 64 72 80 88 104 112 128 144 72 24 32 48 56 64 72 80• 88 104 112 136 168 r/� W" 78 32 40 56 64 80 88 96 -112 128 144168 200 �L 1 84 40 60 80 100 .120 1 3u 1 140 170 190 220' 250 300 90 50 60 90 110 130 150: 160 190 230 260 300 340 �^ 96 50 70 90 120 150 170 180 220, 260 300 340 390 L r 102 50 80 100 130 170 190 1 210 250 290 340, 390 430 I►—A' F 108 60 •80 110 150 190 .210 230 270 320 380 430 480 VJ• 2-ji •F- 114 60 90 120 160 200 .230 1 250 .300 360 410 480 520 120 70 100 130 170 220_ 240. 270 330 390 450 520 570 126 70 100 140 .190 240 260' 290 1 350 420 490 570 610 U. 132 70 110 150 200 250 280 310 380 1 450 530 610 660 Z > 138 I 80 120 160 210 260 .290, 320 390 460 540 630 680 144 80 120 160 220 270 300 330 400 480 560 640 700 N 150 90 130 170 220 280 310 340 410- 490' 570 660 720 LLl E 156 90 130 180 230 290 320 350 430 500 590 670 740 w E 162 90 _ 140 180 240 300 330 .360 440 520 600, 690 770' t-J 168 100 140 190 250 310 1 340 380 450 530 610 710 790. D 174 100 150 200 250 320 350 390 460 540 630, 7.20 810 h h. '8 � u 180 100 150 200 260 330. 360 400 470 550 640 740 8X Z °'� 186 110 160 210 '270 330 370 910 480 570 660 750 850. Z W' 'a w' _ " 192 110 160 220 280 340 380 4201 490 1 580 670 840 1010 F- o w < p 198 120 170 230 290 � ,N;D < z D 204 120 180 240 300 Q W' z ,D, 210 130 180 250 310 216 140, 190 260 330 V) R ! 222 140 1 200 270 .340 Ty=PERPENDICULAR LOADS T=SCREEN TENSION 228 150 210 280 350 Q 234 220 290 370 (EITHER DIRECTION) 240 C 160 220 300 380 Q :o 246 230 310 390 F 262 170 240 320 400 258 180 250 330 420 C 2 190 260 30 440 O ix=PAeaiLEL.Lonos 27070 190 260 3550 440 276 190 270 360 _ 460 282 200 280 370 470 288 200 .290 380 480 3 �.gqm 294 210 '300 390 490 300 220 300 400. 510 '� d_ B 306 220 310 410 520 LOADS ON EXISTING-STRUCTURE §-- _B- 312 230 320 420 530 =o K o SIDE;SLIDE,,GROMMET,&STRAP INSTALLATIONS 318 230 330 430 540 o s 324 240 340 440 560 Z' o N 330 240 340 450 570 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK,GROMMET,AND p• o o wl 336 250 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. 342 260 360 470 600 348 260 370 480 610 A 354 270 380 490 620 'A: 360 270 380 1 500 1 630 4 12 11 10 9 8 7 6 5. 4 - --;3- - -- - - 2 -- ---_1— - - 12 11 i Q Y .8 7 6' - -. 5 4 -- -3- - 2 ._ JEFFREFFREY- Ni H. TABLE 3 MINIMUM SEPERATION FROM GLASS,(inches( ADD V FOR MIAMI-DADE.HVHZ 97 * - lY -n A P.E.SEAL I� Span DESIGN PRESSURE(PSF) n 0 ( ' 30 1 40 50 60 70 75 80 90' 100 110 120 130 ���%,� • .�,. G\�` 48 3.0 3.1 3.3 3.4 3.5 3.5 3.6 3.7 3:8 3:9: 4.0 4:1 54 3.0 3.1 3.2 3.3 3.5 3.5 3.6 3.7 3.8 3.9 4.0 -4:1 nn 1L1hl�l��� j G 60 3.0 3.1 3.3 3.4, 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 n G, 66 3.0 3.1 3.3 3.4 3.5 3.5 3:6' 3.7 3.8 3.9 4:1 4.2 72 3.0 3.1 3.3 3.4 3.5 3.6 3.6 3.7 3.9 4:0 4.4, 4:8' d 78 3.4 3.6 3.9 4.1 4.3 4.4 4.5 4.7' 4.9 5.1. 5.3 6:0 84 3.9 4.2 4.5 4.7 5.0 5.2 5.3 5.6' 5.9 6.2 6.5 7.1 - � 3= ` ! 90 4.3 4.7 5.1 .5.4 5.8 6.0. 6.2 6:6, 7.0' 7.4 7.7 8.2' e§,, i 96 4.7 5.2 5:7 6.1 6.6 6.8 7.1 7.5 8.0 8.5 9.0 9:3 LL c i 102 5.1 5.7 6.3 6.8 7.4 7.7 7.9 8.5 9.1 9.6 10.2 10.5 1-" F 108 5.6 6.2 6.9 7.5 8.1 8.5 8.8 9.4 10.1 10.7 11.4 11.6 jA 5i if: 114 6.0 6.7 7.5 8.2 8.9 '9:3 9.7• 10A 11.1 11.9 .12.6. 12.7 Yr�a 120 6.4 7.2 8.1 8.9' 9.7 10.1' 10:5 11.3' 1.2.2 13.0• '13.8' 13.8 126 6.8 7.7 8.7 9.6 10.5 10.9 11.4 .12.3 13.2 14:1 15.0 15.0 132 7.3 8.3 9.3 10.3 11.3 11:8 12.3 113 14t3• 15.3, `16.3' 1'&1 Z 138 7.7 8.7 9.7 10.7 11.7 1 12.2 12.7 13.7 14.7 15.7 16.7 16'.6- - • 144 8.1 9.1 10.1 11.1 12.1 12.6 13.1 1'4.1 15.1 16.1 17.1 1 17:1 Ali 150 8.5 9.5 10:5 11:5 12.5 13.0 13.5 14.5 1 15.5 16.5 117.5 17.7 LLI E, 156 8.9 9.9 10.9 11.9 12.9 13.4 13.9 14.9 15.9 16.9 17.9 18.2 Eli 162 9.3 10.3 11.3 12.3 13.3 13.8 14.3 15.3 16.3 17.3 18.3• 18.7 168 9.7 '10.7 11.7 '12.7 13.7 14.2 14.7 15.7' 16.7 17.7 18:7 193 LL o 174 10.1 11.1 12.1 13.1 14.1 14.6 15.1 1.&1 17.1 18:1 19A 19.8' _ � H o''�_ LL I j 180 10.5 1 1.5 1 12.5 '13.5 14.5 15.0 15.5 1'6.5 17.5 18:5 19.5' _203' a 186 10.9 11.9 12.9' 13.9 14.9 15.4 15.9 16.9 17:9 18.9 19:9" 20:9 w Z 1 Z.W � _ � I 192 11.3 12.3 13.3 14.3. 1'5.3 •15.8 '16.3 17.3 18.3 19.3 22.2, '24.9• F-' a a o 198 11.:9 12.9 13.9 14.9 °.p :a z i. D 204 12.5 .13.5 14.6 15.6 Q m'LL < JD, 210 13.1 14.1 15.2 16:3 o 216 13.7 14:8 15:9' '17.0 N f I , 222 14.3 15.4 16.5 17.6 _ 228 14.9 16.0 17.2- 18.3 234 15.5 16.7 1 17.8 19.0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS IX 240 16.1 17.3 18.5 .19.7 OUTSIDEOF THE HVHZTHAT OUTSIDE OFTHE'HVHZTHAT Q• o j 246 16.7' 17.9 19.1 20: GLAZING 4 ARE"NOT WIND ZONE 4 OR ARE NOT WIND ZONE4`OR' k- 252 17.3 18.6 19.8 21.0 ESSENTIAL FACILITIES,DO ESSENTIAL,FACILITIES DO N. , C 258 17.9 19:2 20.5 21.7 NOT REQUIRE SEPARATION 'SCREEN NOT REQUIRE SEPARATION o Cj 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. 270 19.1 20.5 21.8 23.1 ¢ .Q a g n 276 19.8 21.1 22.4 23.8 0. o''t; 282 20.4 21.7 23:1 24.4 DEFLECTION MUST BE -..6,0 ' 288 21.0 22.3 23.7 25.1 MEASURED AT PANEL DEFLECTION'MOST BE c 3 0 294 21:6 23.0 24.4 25.8 MID-SPAN. SEE TABLE MEASURED AT PANEL 'z-N m 300 22:2 23.6 25.0 26.5 ABOVE FOR MINIMUM MID-SPAN.SEE TABLE b d z W:= B 306 22.8. 24.2 25.7 27.1 -SEPARATION FROM GLAZING. ABOVE FOR MINIMUM', _ ZS- iB' 312 23.4 24.9 26.3 27.8 SEPARATION'FROM GLAZING. U. _ 6 o 318 24.0 25.5 27.0 28.5 SCREEN N .o 324 24.6 26.1 27.7 29.2 Z o W t 330 25.2 26.8 28.3 29.9 DEFLECTION DIAGRAM. 'DEFLECTION DIAGRAM • p o 336 25:8 27.4 29.0 30.5 0 .,,;- ?, 342 26.4 28.0 29.6 31.2 348 27.0 28.7 30:3 31.9 A 354 27.6 29.3 30.9 32.6 A; 360 28.3 29.9 31.6 33.3 - - -- -- - 5- _ I 12 11 10 9 8_ 7 6 5. ? _ .3 JEFFR_EY GFR 1T P E.-I .gP�QOIS f11iF 4 7F 7 .F 17j7 i 4"TO IA- ••• •,I��'�T��' H' 2 1/8'0 ALUM.POP RIVETS ITYPI 6 GEAR PLATE OR — - 60874; t' ALUMINUM HOOD BACK MOTOR BRACKET ••!Y`_ ROLLFORM.04D"ALUM. /• 4q_�OP ENTRY 6lrL� K:wA PE.duL RAIL GUIDE P SIDERAILTaTAI/8'ANGLE A1tACNFUA24"O.C. A%. OR NA LAN �,O', G i 118.0 ALUM.POP RIVETS ITYPI �=CA, IUBULARMOTOR l/F7J llddgllS,G, 1-3 / 6ommoR7 mm 0 ALUMINUM BOX COVER STYLES STEEL OR 70UBE ROLL-UP INSTALLATION SCALE:HIS: �FE F� �'� 60mm OR 70mm Z GEARING PLATE OR j/ �,A. _ . y - V■ _ IDLER SUPPORT STANDARD ORADJUSTABLE PIVOT •( UP TO 100 LBS SCREEN WEIGHT WITH: 4"TO 14"CAST 5OF PLATE 13)'S/16'TAPCON OR L�A� p 10x3/4'TEKS ITYPI I3)1/4"0%1"SMS V R TOP ENTRY ALUMINUM HOOD FRONT Lr `•O1 ROLL FORM.OdO'ALUM. �. _ � RAIL GUIDE - �—, IFf F SIDE RAIL 1I0x3/4"IEKS(IYPI ✓ SCREEN UP TO 350 LBS SCREEN WEIGHT WITH: �BOTTOM BAR (4)5/16-0 TAPCONS.OR Z (6)1/440k1"SMS — `PLASTIC TRACK GUIDE Q N Ir, 3607MA%.SPAN WIDTH E ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL tr, Ef TYPICAL SINGLE SPAN UP TO 24',W INSTALLATION-N.IS. ROLL-UP SCREEN INSTALLATION-N.TS, UP TO 200 LES SCREEN WEIGHT WITH: LU - (4)5/16'O TAPCONS OR -� (4)114"Oil"SMS' •� Z UL m Z 1.2 w f x N < lot D MOUNTING BRACKET SHAPES Q °' LL v ID ROLL•UP SCREEN INSTALLATIONS-N.T•S. �. V) < 2 ' < < ALUM.MULU N 1 BUILD-IN OR BUILD-OUT EXISTING STRUCTURE. .O O 4 3 C ¢ Cl Lu oa a D ¢ aoW. < p oT I - j2. Z;= . rS O.¢ -m SEE BRACKET FASTENER SCHEDULE f1115 SEE BRACKET FASTENER SCHEDULE THIS� SHEET FOR FASTENER SQEAND QUANTITY SHEET FOR FASTENER SUE AND OUANIITY p <f w NZ Cz=� B --- --- —-_—. - -- -- —---- _ 6 3'.2 .IB• U, -W m 1 -------------- - - -- o K s -- �,�Z• MOUNTINGBRACKET .Z 0 t MOUNTING BRACKET� MOUNTING BRACKET 360"MA%.SPAN WIDTH (SEE DETAIL THIS SHEET) ISEE DETAIL THIS SHEETI (SEE DETAIL THIS SHEET) ,,�1 '�a'�' I-• p'In ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION N -'APPROVED INTERMEDIAIEMUWON REQUIRED FOR INSTALLATION-N.T.S. 'MOUNTING BRACKET INSTALLATION A -ROLL-UP SCREEN-N.T.& - A, 6. 12 11 10 Y 8 7 6 5 q 3 2 1 INSTALL 111E APPROVRIAIE ANCIIORS TO IHE GIVEN JEFFREY C.FRIAFJT.P.E. r SUBSIRAIE a 2A'O.C.111P.I.HEAUUOK ANCHORS TATA IFU' INSTALL APPROPRIATE ANCHORS I/A'D SELF-TAPPING TIP 7.111111 APE NOI REOU:RCU FOR SIRUCIURAI SUPrORT Or— —CONTINUOUS AS NEEDED TO PREVENT I IOUSING —SMS 3'FROM EACII END R` SYSI&A AND THEREFORE DO NOT TOIICWY IIIEANCHOR ` ALUMRRIAS ANGLE FROM SAGGING. i NBE UWIDGUI IIEAOER AND Tr O.L:.IIYP) �a TABLE SCIEDULE. S 13 FOR TUBE OPTIONS '•ANnbC MANUFACTURERS R Y t' 1 PE 4 1`\\\ SEE � NUFACSURERS l'''/� E1 '-E YN 1 laUM ANGLE SPECIFICAUONS. 'v/�/"f '_'O' ;•1 (1, 1\ �ALUFAINUMANGLE O,61)974 ••(^ • i ' - 'h & JI v. Ip?DlN�'1.SEal SUllnnIE SUBSTRATES ,lr' � I �••+• lP_ N UDE CONCRElt. •.,..,.,.) ,•'! • J -fl' Si'T' CONCREIEIRLLOCMU. T •"' t caomrklroBLocrr / r NSIAlLI11E Q %! Pr �F lly�: APPROPRIAIE AIU.wNUM.SiErl. ' , l/// ANCHORS IO THE 1 •' '" '�\\� I gllOV/BLOCK. // ' /! ' �- !/r GIVEN fU(IRnIE PER / //////� /•'`-T`t TqL,,�,,G Y� G AND WOOD. THE ANCHOR TADLCS. FABRK:AIIACI LED PER /�' /_ _ _ P NUFACIUREWS //% '/�///i /! �• !/ l IgUSRIG SUE VARIES WITH ROIL L;u SPEGFlCAiIOrtf, DIAMETER.ROLUNGMEOHANWAr p SUBSTRATES SUITABLE % / MAY ALSO BE HIDDEN OR INCIIIDECONCRIff. / j /• I MOUNIED IN EAVE OR SOFFIT :sue CONCRETE FILLED CMU. GROUIHILEDBLOCK.— / a ALL FAN /:.•/% AND WOOD. /�/ ! jw E — �—STIR(RACK 6111L11IlA:A im \HOIISWG 511E VARIES WISH ROIL. DIAMETER.ROTTING IAECI MKISTA - �,%/f MAY ALSO BC HIDDEN OR '-51OE TRACK GUIDE LOCATION MOU14ILD IN LAVE OR SOFFIT ' _ —ROIL-UP FABRIC OR SCREEN � SIDE PAR ATTACHED PER h •'/'r//�'�%�/ =3'a3'Al/irMUM,1TYPI— LJ.1 �/ji; .� AYYROPRIAIE ANCHOR IAUIE. Pau-urxkle+ ji� VERTICAL a',Ivnkrwe DErnq OUIL60UI � E ! /'. / � FAST SHED PEN ANCHOR SCIIEDULE.OFFSET N W LL W /// SOERAII AIIACIIEUI?Ek SIAS 12)PER LEG IIYPI— /./! `BUMOUTANCIIORLOCAIK)NST IOALLOW K SUIUULE SDBSIRFIES APPROPRIATE ANCHOR TABLE. o TOP&BOTTOM / \ ADC RAN 10 nEMOUNIED PER Illr: y y LL RICLUDk CONCREIt. SCHFOIIIF. Q 0 COI+CNCIC TIIICDCMII. //`/ GRCUIrRIEDULOCK. j/ / ! •I- �`� Q _ 3 } nIUMINUM.SIE[t. ! / / ! '-_ROIL'UP SCREEN Ig1101.1 BAR J a 1IDILDw OIOCY., // !: F ti / ' Y WIIHOPTIONALSEALMSERT. w 6 Z nNU 1YOOD. /// + j �-SCREEN BOTTOM BAR .�i•t y Qi O C ry Q Z IFLSIAll 111E AI`171UPRIAIE ANCHORS IO 1liE O BOTTOM BAR SEAL —� ``�(OF,CHALT .ANGtESUI Q z_ OVEN SUBSTRATE PER THE ANCHOR TAILLCS. h, ! IOPigw\ll C Z 0 J•: CONCRETE SHOWN.DINER SUITABLE SUBSIPA IFS / �i'[HICK AIU/A.IUUE�IM'D SELF-TAPPING +� �, •.••' - INCLUDE CONCRETE IVIED CFAU.GROUT FILLED BLOCK. LBIPID-OUISIL SFE 5MSa 2p O.C.IIYPI C ,•••••.. HDl10W BlOCK.ALUMINUM.SI[O.AND WOOD. SHEETS FORIUBE 1 < < •-,'", ' --/� OPTIONS. V O � —� BUILUUUI UPIIOIU / ,.` F D 75U' U IYR \ 1 ROIL-l1Y t0 A?IBI IL'SCREEII ROLL-UP SOLAR78UG SCREFII I 1 1 In I \ i .. SLCIDN VE+v TITS. S[CF4N•YEw L�� G' W O O r a ui � � O G 0 O 3 374"BUIL)•GUT SIDE RAIL WITH SNAP IN COVER < SIDE RAIL TOP ENTRY GUIDE W/SCREWS If P STIC) a 3 o a d II,IS. S:��q`I VI;w d Iltt, ,fC11G:ly<ly �Z 1 To <¢W B oae�r_ _ z W; S?Y' 7.2W 1.465- G.70T U S=W B �y 0.1 I S' I U.2L19' o F S .� 2UBT I r T' 3 I,DBB' I.Nfi' 2.F50- F1 ¢E pa— ;/, ,/ j. I UIsr / 601101.+uA' x.us- 0 G .m7•` '�J—a REouuiED ONLY rCR O D u7 rn rr.EOwAY+AC^.LIS HD.[CO+Ni[C NarDWacE ACCL" E3� / O,J62- ` -- // FOLU;IG STaTE\4.IB L_ IIOs:AI FOR F.IAIIVAILv A WIIV:I:AM nI EI!ICN PFI'I JlfN$Na�01r 'ER IIII'1 �RAIED 51511A. 13175' 1 A S SIDE RAR WITH SNAP IN BUTTONS 6 SIDE RAIL WIT SNAP IN COVER - 7 SUOE TRACK B ROLL-UP SOTTO AR 9 BOTFOM BAR TRACK GUIDE PLAST" 7 d LEL.IID•IYEY/ d Nt5 sECIG+VE' d I S. 1K14N VEw 6 I.1l. TLC IVEW 6 II I.F lfClgN EW 12 11 IU Y tl / 6 5 4 :i 2 1 12 11 10 9 8 7 6 5 4 3 2 1 SUIIABLESUOSIRATES INCLUDE SUITABLE SUBSTRATES INCLUDE SUITABLE SUBSTRATES INCLUDE 1 JEFFREYC I nil I• CONCRETE.GROUT FILLED RLOCI: CONCRETE GROUT FILLED BLOCK,_ CONCRETE.GROW FILLED BLOCK. I , jlrWr� SEETABLES FOR APPROPRIATE. CONCRETE FILLED CMU.ALUI.IINUAL CONCRETE FILLED CAN•ALUMINUM. \� CONCRETE FATED CMU,ALUMINUM. ,. Q17 ANCHOR AIJD SPACING HOLLOW BLOCK,STEEL AND LV HOLLOW BLOCK STEEL AND WOOD. HOLLOW BLOCK.STEEL AND WOOD. WOOD. APPROVED 3/4'OU11"UTSIDE S'•.' H SEE TABLES FOR APPROPRIATE.-- SEE TABLES FOR APPROPRIATE N SEE TABLES FOR APPROPRIATE cp./. 9 ANCHOR AND SPACING I ANCHOR AND SPACINGS RAIL PER DETAILS ON SHEET7 , hNCHORANO SPACNG �{(/l/,r609 APPFOVEOSIDERAIL_ I APPROVED 3/4`BUISD-OUTSIDE ' ` ' APPROVED 314"OUILDOUTSIDE // 7 '- FERDETAILS OtJ 5HE"cT% RAIL PER DETAILS ON 111 7 1 \\\� RAIL PER DETAILS ON SHEET 7 _ !/ t : /0 I s` !_ -.I oSmrw.l oaexur rr seu �+ �. �0 AT'LOF- s„III %P1 G SUITABLE5U3SIRAIES INCLUDE - 1. CONCRETE.GROUT FILLED BLOCK. $ CONCRETE FILLED CMU.ALUA 14Ur.1. N ;� •,Ir l HOLLOW BLOCK,-STEEL AND WOOD. q ' WAL UNT-SECTIOLI y � L L40U lT SEC TIO�J A. '_:nlxllsoLa.a.ns'•nMCI Ca R. \-.rcw:c•onsrnP.en:vau>Tnr,;oF1�J:,1-a.t: 13 A4LLvl01lS1T_SECTIQ�I P i l ]b0'JM1000ISCCR. N'LplLA1p1110F0011.:I•ILIS• '` WAL MOUNT-SECL1_ 'A � F •.�r_r ].-SJSCCUi TICERA�NSiAIIATIC1110Pig1141•ILL.:. �l -. 5/b'G ACCESS HOLE UYP1 (OFFSET FROM Oft-FLEX)� M 14-14 DRIL-FLEX(TYPJ SEE ANCHOR TABLES U oe OR SPACING) 114-14 DRIL-FLEX ITYP! Z = SEE TABlFS FOR APPROPRIATE ISEE ANCHOP.SABLES- APPROVED LION SEE'ANCHOR.T JrANCHOR ANDSPApNC m FOR APPROPFOR SPACNG)ANCHOR A1:D SPAE . "Olt: � E • 14IWfOPhJL: < uU 6rxF UO4 �'3'A.'T�3' •C IUVE.FFPOvq rcF' Q �' Vi D v�"i W 4•.r 7.3- - rh5 NIT CF SUVI:fP i/4:140RR4FLE%(TYPJ W dj rZw 2 •''•$,'• .•`� r Att:aE OFI»IIi SYi1Fl/.. —(SEE TABLES FOR Z 5" �-� I ! 7•.3's; SPACING) W P w = SEE TABLES FOR APPROPRIATE i 3''3�• I/ ix m 2 D ANCHOR AND SPACING '! / `• :! h /B1B'9 ACCESA- r Sl m D ••\,- •'I HOLE IIYPI SEE TABLES FOR APPROPRIATE !� 'O 3 —BU 4D-O_LLT N 5 TI ANCHOR AND SPACING 3}S.z;f�;.,,,,3,,,,,,r�/`�,;��,,�,.:--„•i3, BUILD-IN MOUNT-S TI / MULLION MOUNT-SECTION 51-E P.Ax nl3.lt+.I I pt+(pp110il yj.:..1,. `U P.OtLU+':CAfiN YrStr,rtnt r(U?tr��rj 4j-r:,ly; � U - PtfEP 10 rI•�73-.1 5 1-x 2"x i/6"RETENRON ANGLE O Oa La� f IFULL LENGTH � �OF SCREEN OPTIONAL) - i g C �7 f/ •-REMOVABLE FASTENER I _i-x 2'x 1/6' T Ln --,-----•••• , -/ / RETENTION ANGLE I 1 C j I SIDE RAIL—_ �' SIDE RAIL fl rw— oa cz ,\� 1 Bt `SIDE RAIL �.' `I /1 •. L REMOVABLE 1•x l-llTx 1/6' FA57ENER RETENTIONANGLE A1NW111NS? x x i `V� ) 1-x 1-!/TA 1/6' o m B B - 'C7% •5 •�L- --SIDE RAIL RETENTION ANGLE RFMDVABLF.. V y — 1, '• I REMOVABLE FASTENER-Z/ FASTENER 3 3 z e•RETENTION ANGLE-DETAIL ',)TETENTION ANGLE-SECTION I IA RETENTION ANGLE-DEiAfL 11 RETENTION ANGLE-SECTION z o -�5'OiF.r-n1il4ltAi71i IGPI4:II II•II.i.S. .,--,•SOC kAltSl.LlA1'CII ICFilAr:11IL1S ��CE F.Il Y1STAllhT!O:�ICPP.OY 1111.:5, S�=RAR 1131ALi?LON IOH.;I:h•rLi}. Q Ohs 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. R A 4 - V 12 11 10 9 B 7 6 5 4 3 2 1 12 11 '10 . 9 . ... - B- 7 --6 - - 5. - 4 - - - -3----- - - 2' LILliiquliYTY AFF Q 2. SEE TABLES FOR APPROPRIATE' c '••:9/yJ.��i� a ANCHOR AND SPACING H 'SEE GROMMET AND STRAP SYSTEMS 2'4 SLIDE FOR ALTERNATIVE ATTACHMENTS(TYP) 9 TRACK SLIDETRACKYt, WITH p AY LQ� TUI TIT 4.6 6 I"x I.1/2'x l/a"—/ 'RETENTION ANGLES LIT . 86- - RETENTION ANGLE �` ,• �. . •REMOVABLE -jA ' REMOVABLE FASTENER FASTENER z�& '^ A RETENTION ANGLE-DETAIL(OPTIONAL),RETENTION:ANGLE•-iSECTION,(OPTIONAL) V'' SLIDE TRACKINSTALIATION IOPTION II-N.TS. SLIDE TRACKINSTALLATION•N.T.S. NOTE:THE RETENTION ANGLES ARE NOT F. REQUIRED WHERE THE SLIDE SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SPRING PIN, /—$[E.NNOT 'U SLIDE SCREEN SINGLE PAN -ELEVATION SUDg.iRACK- Z 3 OR 4 SIDED ATTACHMENT-VERTICAN OR HORIZONTAL INSTALLATION-SCALE N.I.S. 'R SLIDE SCREEN SINGLE PANEL-ELEVATION NOTE:FOR,4 SIDED ATTACHMENT THE SPAN IS IN W E TYNCAL2 SIDED ATTACHMENT-VERTICAL OR HORIZONTAL INSTALLATION-Kul THE SHORT'DIMENSIONBEWTEENFASTENERS. 1 • ��I ®. .I •'� l a.o. r SLIDE TRACKS 0: H h ... � a 1 SPRING PIN w i0 _ ADJUSTABLE RETENTION Z 3 > V) ?t, PLUG.SEE NOTE! Z e NEOPRENE ADJUSTABLE PLUG W/BRASS:FITTING STAINLESS STEEL SPRING PIN' o'� ;V) m'Z 3 SLIDE TRACX INSTALLATION(OPTION 2T-N.T.S: 4 SLIDE TRACKINSTALLATION)OPRON 31•N.TS., �. O D, SUITABLE SUBSTRATES INCLUDE -5/81 HOLE ITYPI 3' DI CONCRETE GROUT FILLED BLOCK. ,[OFFSET hY,Oil,DRq-FLEKI" CONCRETE FILLED CMU.ALUMINUM. NOTE':ANY MECHANICAL OR POSITIVE LOCKING .(OFFSET FROM v HOLLOW sLOCK.StEEL..AND.WOOD. 'DEVICE MAY BE USED IN LIEU OF THE PLUG OR ')seEANcebR TABUS. C SPRING PIN SHOWN IN THIS•DETAIL-ATTOP OR; FORSPACIHGI < SEE TABLES FOR APPROPRIATE BOTTOM TO;HOLD-PLASTIC FA B R IC INS ID E TRAC K. ANCHOR,SPACING.AND EDGE DISTANCE. 0 ,F- p. � � I C 1/4-14 DRIL-FLEX(TYP) 1/8"OR I/4"WALL THICKNESS ;Ci )SEEANCHOR,TABLES [SEE SLIDE TRACK MOUNT TABLES ON 1',X9" • _ _ �23'xT3'' HET9FORTHICKNESS) LuFORSPACINGJ Ti 3. ,¢X4" 4. ' Ila I a s,o i m 3 z:Q .. hz- G LD B TUBE OPTIONS (Al U 2'x 4"2"xT SEE GROMMET OR STRAP SYSTEMS .N - ': ° OR ATTACHMENTS DETAILS[TYP 3x 4"I4'x 4"3'x3'ANGLE OFiION$ - - .• •' / Z EASY SCREEN SINGLE'PANEL-ELEVATIONSEE TABLES FOR APPROPRIATE.iYPICal3 SD'cD ATTACHMENT-VERTICAL OR NORROMAI INSTALlni10N-N.fS. ANCHOR,SPAEWG,AND SEE TABLES FORAPPR EDGE DISTANCE' .ANCHOR.SPACING,AND.. WALL-MOUNT-SECTION. EDGE DISTANCE.; .,,. 1 - 51WO ACCESS HOLE ITYP) `_ TYPICAL SLIDE TRACK INSTALLATION IOPTION 11 N.T.S. - - ••• _ -rA' iA BUILD-IN MQUNT-SECTION BUILD OUT MOUNT SECTION 9 SLIDE TRACKIKWALLATION[OPTION 2T-N.T.S. �� SIIDE iRACKINSTALIATION[OPTION 31-FI.T.S: , 12' 11 10 -- - ---9.__ 8 7. � �S__—------- . . --.4-- g- - a 12 1-1 .10 9 8 7 b- 5, - _,4 _ 3'__.._ -2: JEfFREY;C f P.E: ) H SEE SLIDE AND STRAP SYSTEMS FOR ALIERNA7IVEATTACIIMENTS ITYP) G BQ9j4 1 L;Tr1.._ a(ISTING STRUCTURE IIYPI D'LONLYWRN DRIGWAL P.E.SUI *= SURAB LE SUBSTRATES INCLUDE CONCRETE GROUT FLLLEDBLOCK:, Q��• 6 4`` S CONCRETEHLLEDCMU ALUMNUM, .HOLLOW BLOCK SIEELAND WOOD_ _-- REMOVABLE FASTENER TYPJ G, T (SEE TABLES FOR APPROPRIATE AN HORANDSSPACDG) ,Att �111 LMIRaI tl 9 03 NICKEI PLAT-e0' • iBRASSGROMMEI t W F - N �1FI v /,GROMMET-DETAILWALLMOUNT' SECTION U N.T.S. 7YPK:AL P1StAlIAiION(OPTI�H _' i 19TMA%.SPANWI6IN LLI N 'E GROMMET SCREEN SINGLE PANEL-ELEVATION Ei _ IYPICAL2 SIDED ATTACHMENT-VERTICAL OR HORIZO47AL INSTALLATION-N.T.S. F- ryj W OVERLAP TRACK SOLT(TYP) .� N gyp. (SEE TRACK BOLTTABLE OD FOR SPACING) .•0 3 0 x 1 T'TRACK InP) C ` C Q 7RACKBOLTInp) O z ` O ISEETRACK.BOLT - __ O. ZZ I IABLEFORSPACINGJ ' �A• N. iC, a d CA f f 50 L^Oz Z. OR "F TRACK o �t LLO O STUDDED t ZZ TRACK InP) z G ¢ >.z.9 m lAP[ON OP.REMOVABLE FASTENER(nP) �Y u¢¢1W JiEE FASTENER TABLES FOR$PER PG IA OR REMOVABLE FASTENER ITYP),. _ .2 :B (SEE FASTENER TABLES FOR SPACNG) @BUILD-IN MOUNT-SEC1% 'TRACKMOUNT-SECTION oEz' ANGLED'!".RSIUODEDa15iAlU..ONLOPIION RI•Nl;. ��J,STANDARDORpVIlD0U11NSTAlU11pN IOP110N31=N1A. Q'=3;z' H6. 38'-6"MA%SINGLE PANEL LENGTH ITYP) 38'-6"MA%SINGLE PANEL LENGTH ITYP) UNLIMITED NON-SPAN LENGTH UNLIMITED NON-SPAN Q., N IS GROMMET SCREEN MULTIPLEPANEL-ELEVATION GROMMET.SCREEN.MULTIPLE PANEL-'ELEVATION' A LAPPED SCREEN•VERTICAL'ORHORRONTALINSIALUIiON•N.I.S, - OPTIONAL COLUMNANACHMENT•VERTICAL OR HORIZONTAL INSTALLATION-N.T.S. - - - _1 - A 1 O _ 12 11 10 Q 8 7 6 5' 4_ 3- - - --'- JEFFREY C.FIg7N�1LIR.F��' NP 0 73' 0.373". 0.73' ;H' 0.313,0,658` 0.11, V OONt Wi ONiGWAL5PE5EAl 0.31�8' � 0.313" 0.658` 0.310'0.658" 1.67 1.675 r 1.675" .093 1'675" I� '•G\?V �0 �E G 0.954" �7uD1Ip�q "``` Loom I fy►/\ I 1.000'/ -I ALSO AVAILABLE 2.00m BUILD-OUT - ANGLED"F"TRACK REVERSE-ANGLED"F"TRACK STANDARD"F"TRACK BUILD-OUT"F"TRACK STUDDED A'NGLED.TRACK l s F 6R346 ALUMINUM- 063:T6 ALUMINUM-N,TS, d 6063•iG ALUMINUM-.N,f.S. 6063-Tb AIUMINUM•N.TS. 6063•T6 ALUMINUM-N.iS. N.T.S.N•T.S• +A �� �F•i J,, ZIPPER KEYNOTES: Z '_ A. &ROWS STITCHING EACH SIDE OFF ZIPPER THREAD:'138 DENIER POLYESTER). W IF4 E B. ANY SPRING CLIP W/MINIMUM IE; RATING OF.50 LES.W.L.. E .C. ;2"WIDE SEAT BELT WEBBING WITH, Tn � 1 0. D: STRUCTURALEDGE HEM.-VARIES BY '_ — 8 F _ PANEL,SEE SHEET 1. '�0 0;Be - E. 2?WIDESEATBELTWEBBINGW/ •Z d i m W BOX-STITCH. — w a x N,O.N a'Z' E. �; §E D _ V O � I`MIN. N C NO APRROVED FOR UP TO 60PSF MAXIMUM. 5L 2. MUST BE INSTALLED IN SPAN DIRECTION. o u w Lu 3. SHALL NOT PENETR67E HEMS., Q uiso° �3za 0 B U 63z`W ;B, zm Ho o ati 0 00, g`a 6.00•MAx. 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OPTIONAL FLAP 7EFFREY LSRLNTnLTli9r (WHEN REQUIRED PER, FIXED OR GENERAL NOTE N7) STRAP BRACKET WITH ••; ADJUSTABLE •A�''i • EXTERIOR FACE (2)1/4"OR 5/16"TAPCON(TYP) ),I STRAP (SEE FASTENER TABLES FOR SPACING) EXISTING SUB STRUCTURE INCLUDE ( 9 yam''_ OPTIONALFLAP SUITABLE SUBSTRATES INCLUDE ., �f9 •r ,k CONCRETE.GROUT FILLED BLOCK, REFER TO FASTENER O'T030' (WHEN REQUIRED PER CONCRETE FILLEDCMU:HOLLOW BLOCK .TABLES FOR LOOP SPACING. GENERAL NOTE 1171 UDUNLY WRN OR�GwAI P F SEAL• ALUMINUM,STEEL.AND WOOD. b"Mnx 3' - IXTERIORFACE �� f,R �� NOTE:CAN BE ATTACHED 0'TO 30' _ rrn f LT1T� G TO EXTERIOR OR i n ',"G' INTERIOR.FACE .• '� �. FIXED OR ADJUSTABLE STRAP 9 g . .STRAP BRACKET WITH • (2)-1/4.OR 5/16"TAPCON(TYP) (SEE FASTENER TABLES FOR SPACING) nALTERNATE FIXED STRAP/LOOP-DETAIL i=^ �O UTSIDE MOUNT-SECTION_ s RucroRAL ATTACHMEW FOR LOOP-N.T.S.: �M STRAP BRACKETINSTALLATION(OPTION 1)'-0S.. INS IDE MOUNT-SECTION I3)ROWS STITCHING X BOX STITCH F PLAN VIEW DETAIL 2 ,;�.IF: STRAP BRACKET INSTALLATION IOPTION 21-N.T.S. OPTIONAL FLAP PLAN VIEW DETAIL I (WHEN REQUIRED PER I/7'K 39'EARTH ANCHOR GENERAL,NOTE N7) FIXED OR W/W ELQEO CENTER EYE U. EXTERIOR FACE ADJUSTABLE THREADED INSERT IN CONC.OR FILLED CMU e:4"HELIX � x ' STRAP LAG EYE BOLT IN WOOD(TYP) O 4"UTA.X 6';SCH:,4DPVO(TYP) Z = ISEE FASTENER TABLES FOR SPACING) O _ , OPTIONAL FLAP I'II— III—III-I III--IL tN i I 0•T 3p• - ;WHEN REQUIRED PER III—III —II I=I II—I III—III E + GENERAL NOTE 071 III—I III—�=III I—III—II - 'E I El I I I-1 I�-E] I -1 I . V) W 5 • � EXTERIOR FACE ?4"MA%.GAP' --... ,; :' - _ u7 ' _ _ III I I 1=1 I I I. I I I I : 3/4-THREAU III—III III—III—III III III H III _ rENEr 0'To 30 I I L III-III I—I I i I. 30.00' z w 1 m W ! I ; , NOTE:CAN BE ATTACHED III=IIIII III IIIIII I I II—_hII 1I 1I—II II II 1I I I I.=LI I_IIIIII II I I O FIXED OR ADJUSTABLE STRAP O V IN FILLED CMU I I a TO EXTERIOR OR INTERIOR FACE Q D Z. I' I IDI LAG EYE BOLT IN WOOD(TYP)(SEE FASTENER TABLE S FOR SPACING) —,INSIDE,MOUNT-.SECTION 6'EARTH.:ANCHORaDETAIL OUTSIDE MOUNT-SECTION .EYE fSOLT,INSTALIATION IOP110N d)=N.TS. - EARTHANCHORIHSTALLATION-N.TS. 4 EYE BOLT INSTALLATION TOPT1ON 3)-NJS. PLAN VIEW DETAR SOILCLASS 4A'nEDNM DENSE SAND O z PLAN VIEW DETAIL _ 0 POURED'CONCRETE GROUT FILLED CELLS HOLLOW BLOCK WOOD _ CONCRETE FILLED& to C MIN.3 KSI" MIN S.G.2_551 REINFORCED CELLS id ANCHOR MIN.'EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE 'MIN.EMB. MIN:EDGE MIN.EMB. LJJ 1 4"TAPCON 3" 1-3 4" 3" 1-3 4" 3 1-1 4" 3 4" 1-3 4" 'N/A. N/A ¢' L¢C s o w 1 4"DROP IN 3-1 7' 1.. 3-1/2" I" .N A 'N A' N/A, N A. 'N A N/A 3 8"DROP IN 4" 1-9 16" 4" 1-9 16" NIA 'N/A N/A N/A N/A N/A t , J 2"DROP IN. 6" 2. 7" 2" - N/A N/A N/A -N/A -6"- 5.25' 14"CRETE-FLEX 2.1 7' 2 2" 2" 2.1 2" 1.1 4" N/A -N A'. 6" 5.25' 5/16"Ultracon(3515 psil 3" 7' 2-1/2" 2-.1/4" 3-1/8" 1-I/4" 3/4" 2" 6" 5.2S' p o.g g ow 3 8"LDT 3" 2-1/2" 3" 1-1/2" N/A .N/A' N/A N/A 6" .5.25' _ d=m ,B 3 8"EPDXY.ANCHORS• - 4" -3-3 9' •4" '' 3-3 4" 12" - 3-3 4" - -NIA NIA - - 6" 5,25" 3,i . LBO 8"HO 'OW SE 4-1 7' 1-1 7' N/A N A '4" 1.1 C N/A NIA �N A N A C:� "d m 3 8"Combo Anchor LAG N A N/A 'N A N/A NIA 'N A 3 4" 2-1 7' NIA 'N/A N 3 z 1 7�Combo Anchor LAG N A N/A N/A N/A N/A N/A 214 2-1 Z' N A 'N A Q. '1 4"PANELMATE INSERTS. 3-1 7' 1-3 4" 3-1 7' I-1 2" 3-1/7' 1-1 4" 3 4" .13 4" N A N A- N o . 1'4"PANELMATE FEMALE 2-1 7' 1-3/4" 2-1/7' 1-1 8" 2-1/7 8" 3 4" 2" 'NIA: - NIA Ziy. �m C 1 4"PANELMATE MALE 2-1 7' 1.3 4" 2-1 2" 1-1 6, 2-1 j 2" T•I 8" 3 4" 2" .N A MIA p. mo m:6 q�q 14"PANELMATE WAS 2-1 2' 1-3 4" 1-1 8" 2-1/2- 1-I 8" 3 4" 2" NIA N/A _. 1/9'.Alum. 1/4"Aluminum 16GASteel WOOD (MIN S:G,2t.55).._... 'Allowoble Epoxy'brands&.Types: A ANCHOR MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE' 'MIN.EMB. 1)Powea 13 A' 1/4"SAMMY '2" 1 3 threads 7' 3 threads 2" 3 threads 3/4" 1.3/4" 2)ITW RedHead A7 1 1/4"TEKS 2" 31hread5 2" 3threads 7' 3.threads - I 12 1 1" 10_ _ 9 8 - 6 5 - ----- 4'--- --_ 3:'_� .2, JEFFREY �+6R1' rugr G.. CONCRETE TABLES Drop In 3 8'Drop In 1 4:Drop 1n 7N SF; F SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS .(MIN 3KSI) SPANS, (MIN.3KSI) UP TO UP TO UP TO v: ' mY+vrtNoai si ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING'INCHES :w c (�n) 24 20 16 12 10 (in) 18 . 16 14 12 . 10 (in) 12' 10 8 6 4 �pA; 48 130 130 130 130 130 48130 130 130. 130 130 48 130 130' 130 130, 130 54 130 130 130 130 130 54 130 -130 130 130 130 1 54 130- 130 130, 130' 1'30 S (�NP+�6N 60 _ 130 130 130 130 130 60 130 130 130 130 130 60 130' 130 130 130 1-130 rrr 16111%'ss'� G 66 130 130 130 130 130 66 130 130 130 130 130 66: 130 130 130 '130 l30 ° ,G 72 130 130 130 130 130 72 130 130 130 130 130 72 130 130 '130 130 130 � d 78 130 130 130 130 130 78 130 130 130 130 130 78 120 130 130 130 130' 84 130 130 130 1 130 .130 84 1 130 1 130 130 130 130 84 111 1.30 '130 130 130 90 130 130 130 130 130 90 130 130 130' 130 1 130 90' 104' 125 130 1`30 130 z 96 130 130 130 .130 130 1 96 130' 130 130' 130 130 96 98 117' 130, 130. 130 102 130 130 130 130 130 102 124 130 130 130 130 102 92 110, 130 130 130 108 130 130 130 130 130 1 .108 117 130 1'30 130 130 108 87 104 130 130 •1.30' l� ti =j F 114 126 130 130 130 130 114 1'11 125 130 130 130 .114' 82 99 -123 130, 130- VJ % pF 120 120 130 130 130 130 120 105 119 130 130 130 120, 78 -94 '117 130. 130 126 114 130 130 130 130 126 100 113 129 130 130 126 74. 89 111 130- 130 132 109 130 130 130 130 132' 96 108 123 130 130' 132, 71 85: 106 1.30' 130 U. 138 104 125 130 130 130 138 92 103 118' 130 130 138 68_ 81 102 130. 130 Z 144 100 120 130 130 130 144 88, 99 1T3 130 130 144 65.' 78 98, 130. 130 150 96 115 130 A 30 130 150 84 95 108 126 130 150. 62 75- . 94 125 130 W N 156 92 111 130 130 130 156 81 91 104 122 130 156. -60,' 72 90 120 130 a E 162 89 107 130 130 130 162 78 88 100 117 130 162' . 58 69 87 ' 116 130 E' 168 86 103 129 130 130 168 75 85 97 113 130 168. •56 6Z' 84 111 '130 N w � 174 83 99 124 130 130 174 73 82 93 109 130 174 54 65 8b, 108, 130 n LL o 180 80 96 120 130 130 180 70 79 90 105 130' 180 52 62 . 78 104 130 186 77 93 116 130 130 186 68 76- 87 102 130' 186'. 50 60, 75-_ 101 130' W 192 60 60 60 60 60 192 60 74 60 60 60 192 49 , "59 60' 60 60' a = 198 60 60 60 60 60 198 60 72 60 60 60 198 47 57 60 60 60' g 0.N ? 204 60 60 60 60 60 204 60 70 -60 60 60' 204 46 55 60 -60' 60cq D' 210 60 60 60 60 60 210 60 68 60 60 60 210" 45 53 60 60 60 Q 9 IDI 216 60 60 60 60 60 216• 59 66 60 60 60 216 43 52 60 60 60 � W 222 60 60 60 60 60 222 57 64 60 60 60 222 42 51 60 60: 60 x. 228 60 60 60 60 60 228 55 62 60 60 1 60 228 41 49 60 60' 60 .234 60 60 1 60 1 60 60 234 1 54 61 60' 60 1 60 234 40 48 1 60, 60: -60 w 240 60 60 60 1 60 60 240 53 59 60 60 60• 240 .39 47 59 .60 . 60 Q o 246 59 60 60 1 60 60 246 51 58 60 60 60 246 •38 •46 57 .60. . 60 N 252 57 60 60 60 60 252 50 56 60 60 60 252. 37-. 45 _56 60' 60 C. 258 56 60 60 60 60 258 49 -55 60' 60 60' 258' 36 ' 44 ' 54 -60 60 0 'C 264 55 60 1 60 60 60 264 48' 54 60' 60 60 264- 35 43 .-53' 60:' 60 ' w •o a i'�w `' 1. 270 53 60 1 60 60 60 270 47' 53 .60' 60 60 270 '35 42 52- 60, .60 Q .276 52 60 60 60 60 276 46 52 '59 60 60 276' 34' 41 5.1 60' 60 282 51 60 60 60 60 282 45 50 58 60 1 60- 282 '33 40 50 60 60 W 3 o Q I 288 50 60 60 60 60 288' 44 49 56• 60 60 288' 33' 39 49 60, r 60 �.�•N m. 294 49 59 60 60 60 294 •43 48 55 60 60' 294- 32 38� 48 60 60 0 =c f g. 300 48 58 60 60 .-60 300 42 47 54 g660 0 "300 31 37 47 60 60 = 3 d w ,g 306 47 56 60 60 60 306 41 46 53 306 31 3T 46 60 60 U; g 2.. 312 46 . 55. 60 60 60 312 41 46 52 0 312 30 36. - 45 :60 60 „ 318 45 54 60 60 60 318 40, 45 51 0, 318 29 '35 . 44 1 59 1 60. a 3 324 44 53 60 60 60 324 39 44 50 59' 1 60 324' 29 35- 43 1 58 1 60 . z LL 2 330 44 52 60 60 60 330 38 -43: 49 57 60 330 28 34 43-. '5Z :60: 'o- g 336 43 51 60 60 60 336 38 42 48 56 60 336 33 42 56 60' o N �' 342 42 51 60 60 1 60 1 342 37 42 48 55 60 342' 33 41' 55 .60• A 348 41 50 60 60 60 348- 36 _41 47 54 60 348 - 32 .,40, ,54 .60 A, • 354 41 49 60 60 60 354- 36 40' 46 54 60 '354 32" 40 53 60 .1 1 360 40 48 60 60 60 360 35 40 45. 53 60 360. 31 39 .52 60 1 4 - - I �iiupi07il-. 1'1 1 I 10 9 8 6 5., _ 4_ 3 1 7EFFREXE?'RI T, �gp4G- CO-NCRETE TABLES ., H. 3 8 T READ D—R & 3 8"LDT ANCHOR 3 HOLLOW-SET'SET(Simpson) +: �4EPDXY H' *- SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE,&GROUT FILLED SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI v:do w, TJkTr,WO := SPANS (MIN 3000 PSI) UP TO ) UP TO In ANCHORS ACING INCHES UP TO 6. ,�� P:.'�� ANCHOR.SPACING INCHES ( ) 18 16 14 12 10 (in) ANCHOR SPACING INCHES `0311 (in) 24 22 20 18 12 48 130 130 130 130 130 78 16 14' 12 10' / � C�G.°� 48 '130 130 130 130 130 54' 130 130 130 130 130 •48 130' 130 -130: ,130 130. ----- ?u u 54 130 130 130 130 130 1 60 130 130 130 130. 130 1 54 130 1 130 130 130 130 Q R G 60 130 130 130 130 130 66 130 130 130 130 130 60 130 130. 130 130 130 n� ;G 66 130 130 130 130 130 72 130, 130 130 130' 130 66 130 130 130 130 130 �� d 72 130 130 130 130 130 78 130 130 130 130 130 72 130, 130 130 130-, 130 W Vl 78 130 130 130 130 130 78 130 130 130 130. 130 (�1 84 130 130 130 130 130 84 130 130 130 130 d 84 '130 130 130 130 130 90 130 130 130 130 90 130 130 130 130 130 96 130 130 130 130 90 124 130 130 -130 130 96 125 130 130 130 130 102 125 130 130 130 96 117 130 130 130 130 102 118 128 130 130 130 102 110 124 130• 130 130 I— F 108 Ill 121 130 130 130 108 119 130 130 130 108 104 117 130' 130 130 s F' 114 105 115 126 130 130 114 112 126 1.30 130 114 98 1 11 126 130 130 120 107 120 130 130 120 100 109 120 130 130 120 93 105 120 130 .130 126 95 104 114 127 130 126 102 114 .130 130 126 89 100 11.4 130 130 U `d 132 91 99 109 121 130 132 97- 109 125 130 130 Z = 138 93 104 119 130 130 132 85 95 109: 12T 130 > 138 87 95 104 116 130 144 89 100 114 130 130 138 81 91 104 1.22 130 144 83 91 100 111 130 144 78 88 100 117 130 130 80 8 '156 7 96 107 130 15 85 96 110 128 130 W_ E 82 92 105 123 130 '150 75 84 96 112 130. J 156 77 84 92 103 130 156 72 81 92 108 T29 �" 'E' 162 79 89 102 119 130 1- r' 162 69' 78 89• 104 124 w 162 74 81 89 99 130 168 76 86 98 1.14 130 N � 168 71 78 1 86 95 130 168 67 75 86- _ 100 120 � n LL $ 174 .74 83 95 1 10: 130 174 b4 72 83 97 Yl b �'o LL ' 174 69 75 83 92 130 180 71 80 91 107 128 ' ' ° �. z 180 62 70 80 93 112 of > 180 67 73 80 89 130 186 69 77 88 103 '124 186 60- 68 77 90' 108 Z w °m _ 186 65 70 77 86 129 192 60 60 60 60 60 F Z 192 60 60 60 60 60 192 58 60 60. 60 60 o m m o 198 60 60 60 60 60 198 60 60 60 60 60 .198 57 60 60 60 60 < N 'D 204 60 '60 60 60 60 Q 204 59 60 60 60 60 204 55 60 60 60 60 �, ? Di 216 57 60 60 60 60 210. 60 60 60 60 60 210 53 60 60 60 60 216 56 60 60 60 60 216 59 60 60 60 60 216 52 58' 60 60. 60 _ 222 58 60 60 60 60 222 50 57 60 '60- '60. 222 54 59 60 60 60 228' 56 60 60 60 60 228 53 57 60 60 60 228 49 55 , 60 60 60 W o 234 55 60 60 60 60 234 48 54 60 60 60 234 51 56 60 60 60 F- 240 50 55 60 60 60 246 53 60 60 60 60 o 246 52 59 60 60 60 240 47 53 60 60 60 246 49 53 59 60 60 '246 46 51 59 60 60 �/? 'C 252 51 57 60 60 60 '252 44 50 57 60 60 ,C: 252 48 52 57 60 60 0 . 258 S0. 56 60 60 60 '258 43 49 56 60 •60 W 258 47 51 56 60 60 w o H w. 264 45 50 55 60 60 264 48 55 60 60 60 ¢ ': �.�:a w 264 42 48 55 60 60 270 47 53 60 60 60 �' .n w 270 44 48 53 59 60 270 41 4T 53' 60 60 of o-.z 276 43 47 52 58 60 276' 46 52 60 60 60 276. 41 46 52 60 60 F-o 282 43 46 51 57 60 282 45 51 58 60' 60 ¢3'o 282 40 45 51 60 60 288 44 50 57 60 60 288 '39 44 '50 58 60 u=a N 288 42 45 50 56 60_ 31m. W 294 41 45 49 54' 60 294 44 49 56 60 60 294 38 43 49 57 60 = z M B 300 43 48 55 60' 60 300 37 42 48 56 60 U -z 300 40 44 48 53 60 8 306 39 43 47 52 60 306 42 47 54 60 60 306 37 41' 47 55 60' ��$'�o „pz 312 38 42 46 51 60 318 41 46 53 60 60 312 36 40 46 54 60 3 318 38 41 45 50 60 318 40 45 52 60 60 318 '35 40 I 45 '53 60. z W w 324 40 44 51 59 60 .324 35 39 44• 52' 60 324 37 40 44 49 60 330 39 44 50 58 60 330 34 38 44- 51 60 0 x 336 36 40 44 48 60 336 38 43 49 57 60 336 33 38 43 50 60 336 36 39 43 48 60 342 37 . 42 48' 56 60 '342 33 3Z 42 49 59 :A: 342 '35 38 42 47- 60 -348 37 41 47 55 -:60 348 32 36 41 48 58 - A• 348 34 38 41 46 60 354 36 41 46 54 60 354 32 36 41 47 57 1 354 34 37 41 45 60 360 1 36 40 46 T 53 60 360 31 35 40 47 56 360 33 36 40 44 60 - - - - - - 12- 11 - 10 y - - - 6---- -- 5 --4 -- --- - - - :2 -E.', JEfFREY'C CONCRETE TABLES "e � F:........ q FHs•��'s H; 1 4"PANELMATE INSERTS 114-PANELMATE FEMALE 1/4"PANELMATE MACE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED-CONCRETE ❑ *0974 :;*,= SPANS (MIN 3KSI) SPANS (MIN,3KSI) SPANS JMIN 3KSI) _ °UP TO UP TO UPTO 'A !,od .3.L. *= ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING-INCHES (in) 18 15 12 10 8 (in) 18 16 '.14 12, 10 (i�)' 18 16 14 :12 10 48 130 130 130 130 130 48 130 . 130 130- 130 130 48 130. 130 130' 130'. '1300• � 54 130 130 130 130, 130 54' 130 130 130 130 130 54 130' 130 :130 130: 130 60 130 130 130 130 130 60 130 130 .130 130 -130 1 .60' 130 130 'T30 '130 130 � �m G. 130 130 130 130 130 66 130 130 130 130• .130 66- '130 130 '130. 130' 130 n G 72 130 130 1 130 130 130 72 121: 130 130. 130 130 72 130 130 ''130 130' 130 78 120 130. 130 130' 130 78 1'l2- '126 130: 130 130 78 126 1,30 130 130� 130 r �� 84 111 130 1 130 130 130 84 104. 117' 130 130 130 84 117-1-130 130 130- 130 5z. 90 104. 125 1 130 '130 130 90 97 109 124 1 130 130 90 109 123 130 ,130- 130 96 98 117 1 130 130 130 96 91' 102 117 130 130 96 103' 115 130' 130, 130 102 92. 110 130 130 130 102 85 96 110 128 130 102 96 ' 109 124 -.130, 130 L E� 108 87 1 104 130 130 1 130 108 81 91 104 121 1 130 1 108 . 91' . 103 117 130 130' VJ --: F 114 82 99 123' •130 130 114 76 86 98 115 130 114 86 97 '1.11 129 130. F 120 78 94 117 130 130 120 73 82 93 109 130 120 82 92 105 123- 130 ' 126 74 89 111 130 130 124 6978 89 104 124 126 78' -88 100 117* 130 U 132 71 85 106 128- 130 132 66- 74 85• 99" 1-19 132 75 84' '96 ..112 130_" `0 138 68 81 -102 122 130 138 63 71 81 95 114 138- 71: '80 92 .107 '128 z _ 144 65 78 98 117 130 144 60 68 78 91- 109 144 .68 77 . 88 '103 .123 150 62 75 94 112 130' 150 58: 65 . 75 87 104, 150 66 .74, 84 . 98 118 W 156 60 72 90 108 130 -156 56 63 72' 84' 100 156- 63: 71' 81 '95' 114 E 162 58 69 87 104- 130 162 54 60 69 81 -97 162 61 '68, -78, 91 .109 ;Iw- ;E 168 56 67 84 100 1.25 168 52- 58 ' 67 78 93 168 59 66., 75, •88 .105 174 54 65 81 .97 121 174 50 '56 64 75. 90 174' •57' 64 73' 85 .102 y'LL o 180 52• 62 78 94 117 180 48' '54, 62 73 87-- 180 55 ',62 . 70, 82• 98' 0.� ' 186 50 60 75 91. 113 186 47- 53 . 60 70 84 186 53, 60 68 '79' 95 z 3 } > 192 49 59 60 60 60 192. 45 51 58. '60 60 `192 . 51 . '58 60' 60. 60 z I 198 47 57 60 60 60 198' 44 49 57 60 60 198 '50 56 -60 60 -60 � �'p :D 204 46 55 60 60 60' 204 43. 48 55 60 60 204 48 54' 60. 60' 60 Q LL 210 45 53 60 60 60 210 41 47 53- 60 60 .210 •47 53 60 ' 60' 60 01 216 43' 52 60 60 60 216 40 45 52 . 60 60 '216•- 46 51 59 '60 60, �. 222 42, 51 60 60 60 222 39 44 50 59 •60 222- = 44 50 57•' '60 60 228 41 49. 60' 60 '60 -228 38'. 43 •49 . 57 60 228. 43: 49 ' 55:..''60'. 60• 234 40 48 60 60 60 234 37' 42 48 56 60 234' 42 47 54 60 60 U 240 39 47 59 60 60 240 36 41 47 54• 60 240 . 41 46 53. 60 60 0 246 38 46 57 60 60 246 35 40 45 53 60 246 40 45 51 ',60 60 0 2 C 252 37 45 56 60 60 252 -35.- 39 44. 52 60 252: 39. 4'4 50 '59' 60 C; 258 36 44 54 60 60 1 258 34 38 43 51 60 '258 .38' 43- 49' 57 60• - 264 35 43 53 60 60. 264' 33 37 42 49 -59 . 264 37 42 48 '56, '60• w 270 35 42 52 60 60' 270 `32 36 41 48 58 .270' 36. 41 47' --55' '60', ¢ 'v, ,a s'o 276 34 41 51 60 60 •276 32 35 41 47 57'' 276- '36. 40' 46 53 282 33 40 50 60 60 282 31 •35- 40 46 56 282 35 39. 45- '.52 '60 288 33, 39 49 59 60 288 30 34' 39 45' 54 288` 34 38 44 51 . 60 = o> z�,m 294 32 38 48 57 60 294 30 33 38 44 53 294 33' 38 43 50• . 60• o a W 300 31' 37 47 56 60' 300 29 -33 -37 44 52 1 300 '33' 37 .42- 49 59 Z5 Z_m. .B:- _ _.__ _ _ 3T- ' 43 �49 306 32 36 41' 48' 58' g. 312 30 36 45 54 60• 312 28 31 306 33 37 46_._ 55- -60• 06. -:-._. 36 - 42 312 32 35 41 47. 57 ,H. 318 29. 35 44 53 60 318 - 31 35 41 318 31 35 40• 46 '•56• �F o g 324 .29 35 43 52 60 324 - 30 35. 40 324- -30 -34 39- 46. :'55 z .., f° "t 330 28' 34, 43 51 60 330 - 30 34' 40 47 330'•' 30 34 38: 45. 54'" �; : o.a'n'a 336 33 42 50 60 336 29 33'• 39 47 -336 -,29 33' 38' '44 ' 53 0 "' " s w 342 33 41 49 60 342 29 33 38 .46 342 29 32 37 .43' 52 'A: -348 32- 40 48- 60 348 - _.-28. 32 38 45:-. 348 28 32` 36_ 42' 51 A, • 354 32 40 48' 59 354 = 32: 37'. 44 354 3T ' 36' 42 '50 1 360 31 39 47 59 360 1 - - 31 1 36 44 360 31 35 4.1 49- 12 I I' lU 9 d; / -- `6-__ -- ---- s'.- - -----4^_ _. --_ -,3_:-_---^--. .2 12 II tU Y 8 / b S A 3 2 1 JEFFRpP�. RNiuR�pbi CONCRETE TABLES F� ..........Riy,,, �ULTRACON _._._ ! 1 4"TAPCON 1/4"CRETE-FLEX `` fy q� SCREEN' POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3515 PSI) SPANS, (MIN 3KS1) SPANS (MIN 3350 PSI) UP TO r-- UP TO UP TO =�::wi r •:airs. x (in) ;ANCHOR SPACING INCHES 1 (in) :ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES p r of r 18 16 1 14 12 10 1 12 10 8 6 4 18 16 14 12 10 48 1130 1 1301 130 130 1 130 1 48 1 130 130 1 130 130 130 48 130 -130 1 130 1301 130 �O D 54 130 130 130 130 1 1301 54 : 130 130 130 130 130 54 130. 130 130 130 1 130 � ,AG\\;ol 60 130 1 1301 130 1130 1130 60 1130 130 130 Aj30 1301 60 130 130 130. 130 1 130 �n ��i�„�" G 66 130 130 130 1130 130 66 130 130 130 130 130 66 130 130 130 130 130 W G 72 130 130 130( 130 130 i 72 1 1301 130 130 1 130 130 72 130 130 130 130 130 > 78 13U 130 130 13U 130 1 78 IV 1 130 130 1 130 130 78 123 130 130 130 1 130 84 130 13D _130 1130 i30'1 84 1 114 130 130 130 130 84 114 129 130 130{ 130 = 90 _ 130 130 130( 130 130 90 107 1128 130 130 130 90 107 120 _130 130 130 �"= I 96 130 130 130 130 130 96 1100 120 130 130 130 46 lOD 113 124 130 113o 102 ! 130 130 130 130 130 102 194 113 130 130 130 102 94 106 121 130 130 i zM1 108 1 124 130 130 130 130' 108 ! 89 1 107 130 130 130 108 69 100 114 130 1 130 F 114 117 130 1 130 130 130 I 114 i 84 1 101 126 1130_ 130 114 84 95 108 126 1 130 I (n S F 120 1 111 125 1 130 130 130 I 120 1 80 1 96 12 130 130 120 180 _90_:_103 120 130 126_,.1 106_ .119 1 130 _130 130 ' 126 f 76 91 114 130 130 126_1 76 86 98 114 130 ,e t — 132 101 1 114 1 130. 130 130 132 i 73 87 109 130 130 132 73 82 94 109 130 I U = 138~ 97 1 109 124 130 130 138 70 83 104 1 130 130 138 70 78 89 1041 125 Z = 144 93 104 1 119 130 130 144 67 81) )00 130 130 144 67 75 86 100 120 I_-150 89 1 100 115 _130.1 130_ 150 64 77 96 128 130 150 64 72 82 96 115 Eli 156 _86 96 110 128 130 156 62 74 92 123 130 156 _ 62 d9 79 92 _111 E I 162 82 !93 106 124 1 130 162 59 71 89 119 130 162 59 67 76 99 107 � E 168 80 89 102 119 1 130 168 57 69 86 114 130 168 57 64 73 8d 103 w ! 174 17 1 86 99 ! 115 1130 174 55 66 83 110 130 174 55 62 71 83 1 99 N ° 180 74_ 84__ 95 111 ! 130 _180 _53_ 64 80 107 130 180 53 60 69 80 96 o 186 + 72 81 42 108 1 130 1 186 52 62 77 103 130 186 52 58 66 77 93 Z 3 > M W 192 60 1_60 60 160 ! 60 ( 192 50 60 60 60 60 192 50 56 60 60 60 m z 198�1611 60 60 60 1 60 1 198 48 58 60 60 60 198 48 55 60 60 60 o r < z 204 1 60 1 60 60 60 1 60 204 47 56 1 60 60 60 204 47 53 60 60 60 Q LL o D 210 1 60 1 60 1 60 60 160 210 46 55 60 60 60 210 46 51 59 60 60 z D 216 1 60 60 160 60 ' 216 44 52 60 1 60 1 60 1 216 1 44 50 57 60 60 E5 222 1 60 60—1 60 1 60 222 43_ 52 60_ . 60 . 60 222 43 49 56 60 60 = 228 59 60 60 60' 228 42 51 60 60 60 228 42 47 54 60 60 a 234 7 60 60 160 234 41 49 60 60 60 234 41 46 53 60 60 240 5 60 1I 60 60 60 24— 0 ( 40 48 60 60 60 240 40 45 51 1 60 60 Q o _ 24b._ 60 { 60 _60 t 60 246 1 39 47 59 60 60 246 39 44 50 1 59 60 N C 252 53 i 60 60 60 1 60 252 38 46 57 1 60 60 252 38 43 49 157 60 C 258 52 f 58 160 60 60 258 37 45 56 60 60 258 37 42 48 56 60 264 51 1 57 1 60 60 1 60 264 136 44 55 60 60 264 36 41 _ 47 55 60 � s� 270 49 56 60 60 60 270 36 43 53 l 60 60 270 56 40 46 53 60 5 W 276 48 54 60 60 160 276 1 35 42 52 1 60 60 276 35 139 45 1 52 60 c z o 0 ! 282 47 53 60 60 1 b0 282 i 34 1 41 51 1 60 160 282 34 1 38 1 44 151 60 3 0 1 288 46 52 60 60 60 288 1 33 AO 50 1 60 1 60 288 33 1 38 43 1 50 .60 i 294 1 45 51 58 60 60 2941 33 139 44 60 60 294 33 37 42_ 44 54 W 300 45 50 57 60 1 60 _300 ! 32 38 48 60 60 30D 32 36 41 48 58 x 61n.1 a 8 306 1 44 49 56 60 1 60 300 31 I.38' 47 160 60 306 3153 l 35 40 47 56 U 8 1 312 1 43 48 55 60_I 60_ 312 131 37 46 60 60 312 31 35 40 46 55 _1 a 318 1 42 1 47 54 60 1 60 1 318 f 30 36 45 1 60 60 1 316 30 34 39 1 45 54 c u g 1 324 141 1 46 53 1 60 1 60 324 1 30 36 44 1 59 1 60 1 1 324 30 33 38 44 53 Z LL s = 330 140 1 46 52 60 160 330 i 29 1 35 44 58 1 60 330 29 33 37 4A 52 � o S 336 40 ) 45 51 1 60 1 60 336 1 29 34 43 157 160 336 29 32 37 43 51 0 "' r. ! 342 39 144 150 59 60 ! 342 28 34 42 5b 160 342 28 32 3b } 42 51 A 348 38 143 149 58 60 I 348 33 41 1 55 1 60 248 - 31 35 141 50 p I 354 38 42 1 49 57 , 60 354 1 - 33 41 4 60 1 354 31 35 41 49 "J 360 37 42 148 56 ! 60 360 i - 32 40 53 i 60 360 - 30 34 1 40 48 / 12 11 10 9 8 / 6 5 4 3 2 1 12. 11 10 9 8 7 - 6 5_ . 4 - - -�- - 1-- JEFFREY-. NUf1 Gi CONCRETE TABLES �F '� H STRAP BRACKET W/TWO STRAP BRACKET W/TWO 1/4" 5/16"ULTRACON CRETE-FLEX or 1/4"TAPCON 1 G0974 SCREEN POURED.CONCRETE SCREEN POURED CONCRETE Al Pk.SPM l SPANS (MIN 3515 PSI) SPANS- (MIN 3350 PSI) ?�o�o LF OFF UP TO ANCHOR SPACING'INCHES UP TO ANCHORS ACING INCHES �! (in) 24 22, 20 18 12 (in) 24 22 20 18 12 s G�a�.•°` 48 130 130 130 130 130 48 130 130 130. 130 130 L N�\`" G 54 130 130 130 130 130 54 130 130 '130 '130 130 ,G 60 130 130 130 130 130 60 130 130, 130" 130. 130 66 130 130 130 130 130 66' 130 130 130 130 130. E 72 130 130 130 130 130. 72 130 130 130 130 130 78 130 130 130 130 130 78 123, 130 130 130 130 Fir�I w 84 130 130 130 130 130 84 114. 125 130 130 130 65 S� 90 130 130 130 130 130 90 107 116 128 130 130 ++�qq 7 ^ 96 125 130 130 130 130 96 100 109 120 130 130 F 102 118 128 130 130 130 102 94 103 113 125 130. IA ._ F? 108 111 121 130 130 130 108 89 97 107 119 130 VJ 114 105 115 126 130 130 114 -84' 92 101 112 130 120 100 109 _120 130 130 -120 80 87 .96 107 .130 O °a 126 95 104 114 127 130 '126 76 83 91 102 130 Z Rf 132 91 99 109 '121 130 '132 73 19 87 97 130 _ 138 87 95 104 116 130 138' 70 76 83 93 130 uj 144 83 91 100 1*11 130 144 67 73 80 89 130. W E 150 80 87 96 107 130 150 64 70 77 85, 128 _ 156 77 84 92 103 130 156 62 67 74' 82 123 !E 162 74 81 89 99 130 162 59 65 71 79 119 j LL 0 ' 168 71 78 86 95 130 168 57 62 69 76 114 o o 174 69 75 83 92 130 174 55 60' 66 74 110 w _ [6, 4 67 73 80 89 130 180 53 58 64 71 -107 Z w z 65 70 77 86 129 186 52 56 62 69_ 103 60 60 60 60' 60 192 50 -55, 60 60 60 ' O.N a Z D 60 60 60 60 60 198 48 53 58 60 60 Q co z' ID1 59 60 60 60 60 204 47 51 56 60 60 ° le 57 60 60 60 60 210 46 50 55 60 60 V _ 56 60 60 60 60. 216 44 48 53 59 60 12 54 59 60 60 60 222, 43 47 52 58 60 < 53 57 60 60 60 228 42 46 51 56' 60 0 f 51- 56 60 60 60 234 41 45 49 55 60 F" 0 50 55 60 60 60 240 40 44 48 53 60 to C 49 53 59 60' 60 246 39 43 47 52 60 G; 48 52 57 60 60 252 38 '42 46 51 60. w 47 51 56 60 60258' 37 41 45 50 60 P—45 50 55 60 60 264 36 40 44 48 60 ,po 44 48 53 59 .60 270 36 34 43 47 60 t Zi 43 47 52 58 60-- 276 35 38 .42 46 60 43 46 51 57 60 282 34 37 41. 45 60- 42 45 .50 56. _:60 288 33 36 40 44 60 = d"w B 294 41 45 49 54 60 294 `33 36. 39 44 60 U 3:Z ;B; 300 40 44 48 53 60 300 32 35 38 .43 60 ?o�8 ` 306 39 43 47 52 60 306 31 34 38 42 60 <€.3 i ' 312 38 42 46 51 60 312 31 34 37 41• 60 z. Qci �i ,A 1 8' A' 12 11 10 9 8 7 6 5 4, . -- 3 - _2 1 JEFFREYC P.E.j Y.P CONCRETE FILLED BLOCK/CMU TABLE. -REINFORCED WITH MIN 05 BAR IN CONCRETE FILLED CELL H lr2 Drop In 3/8"Drop In 3/8"I-DT-ANCHORi POURED REINFORCED' SCREEN ¢0974 '•�" POURED REINFORCED* SCREEN SCREEN POURED REINFORCED' �y E SCREEN (MIN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) AMLY Rai ORIGNALPA,$EAL 7 UP TO UP TO ANCHORSPACING INCHES UP TO. °st �F- ANCHOR SPACING INCHES 18 16 14 12 10 (in) ANCHOR SPACING,INCHES ���' 24 20 16 12 10 48 130 130' 130 130 130 18 16 14 12• 10 0 I 48 130 130 130 130 130 b4 130 130 130 130 130 48 130 130: .130 130' 130 �'�., NAL� NON C, 54 130 130 1130 130 130 60 130 130. 130 . 130. 130- 54. 130 130` .130 130 130 /uI nauN"AEG. 60 130 130 130 130 130 66 130 130 130 130 130' 60'. 130. 130_ 130 .130". 130 66 130 130 130 130 130 72 130 130 130 130 130' 66 130 130: 130 130, 130.' 72 130 130 130 1.30" 130 78 130 130 130 130 130 72 120• '130' 130 130 130 �y►/y d 78 130 130 130 130 130 '84 123' 130 '1.30 130 130 78 111" 125 130 130. 130. li W i 84 130 130 130 130 130 90 115 129 130 130 130 84 103 116 130 130 130 f9 90 130 130 130 130 130 96 108 :121. 130 130' 130 90- 96 108 123 130' 130 V 96 130 130 130 130. 130 102 101 114' 130. 130 130• 96 90. 101 116 130 'T30 P 102 129" 130 130 130 130 108 96 108 123 130 130 102 85 95 1.09- 127 130 ►/� d F' 108 122 130 130 130 130 .114 91 102 116 130 130 108 80 90- 103 1.20. 130 YI ` 114 116 130 130 130 130 120 •86 97 111 129 130 114 76 '85 97 114 130 120 110 130 130 130' 130 126 82 92 105' 123 130 120 72 81- 93: 108- "130 U 126- 105 126 130 130 130 132 78 88 10) 117 130 126. 69 .77 88 103' 123• Z 132 100 120 130 130 130 138 75 84 96 112 130 132 65 74 84 98- 1.18 - 138 96 115 130 130 130 144 72 81 92 108 129 '138 63 70 80• 94 113- V oF 144 92 110, 130 130 130 150 69 77 88 103 124 144 60 68 77 '90• 108 W g E 150 88 106 130 130 130 156 66 74 85 99 119 150: 58 65 .74 -86• 104 � IEI 156 85 102 127 130 130 162 64 72 82 96 1'15 '156 '55 62 71 83 100 F' � ` 162 81 98 1.22 130 130 168' 61 69 79 92' Ili 162 53 .60 64 SO 96. � o LL o 168 79 94 118 130 130 174 59 67 76 89 107 168, 51 58 66 77' '.93 o v;:o o c2 174 76 91 114 130 130. 180 57 65 '74 86 103: -174 50 56 '64 74 89 - w 180 73 88 110 130 130 180 48 54 62 72' 86" Z• w 186 55 62 71 83 100 = 186 71 85 106 130 130 192 54 60 60 60 60 186 46 52 60 70 84 F- � 192 60 60 60 60 60 192' 45 . 51 58 60 60 0 "c3 a Z' 198 52 .59 60 60 60 a• ;D 198 60 60 60 60 60 204 51 57 60 60 60 198 44 49 56 60 60 Q c0 Z' jD 204 60 60 60 60 60 210 49' 55 60 60 60 204 42 48 54 60 60 O 210 60 60 60 60 60 216 48 54 60 60 60 210 41 46 53- 60 60- 216 60 60 60_ 60 60 222 46 52 60 60 60 216 40 45' 51 60 '60 ' 222 59 60 60 60 60 228 45 51 58 60, 60 222' 39 44 : 50 5& 60 w 228 58 60 60 60 60 234 44 50 57 60 60 228- 38 43 49- 57 '60 234 56 60 60 60 60 240 43 48 55 60 60 234 37 42 "47•" 'S5 60 0 o 240 55 60 60 60 60 246 42 47 54 60 60 240 -36 41 46 54 60' v) C 246 54 60 60 60 60 252 41 46 53 60 60 246' 35 40. 45 53 60 IC 252 52 . 60 60 60 60 258 40' 45 51 60 60. 252 34 39 44 51 60 258 51 60 60 60 60 258. 33 38: . 43' 50. 60: rw r z h 264 39 44 50• 59 60 264 50 60 60 60 60 270 38 43 49 57 60 264 '33' 37 42 49 '59 •o Inmt;zo i 270' 49 59 •60 60' 60 276 37 42 48 56 60 270 32' -'36 41' 48 58 0 F-o° 276 48 57 1 60 60 60 .282 37 41 47 55 60' 276' 31 35 '40 47' 56 o o 282 47 56 60 60 60 288 36 40 46 54 60 282 31' .34 39 46 _55 0 < 2 288 46 55 60 60 60 294 35- -.39 45 53 60 288. 30 1 34 39 45 54 _ d'-z 6•g 'e 294 45- "-54- 60 60' 60 300 34 39 44 52 60' 294' ' 29 33 38' 44 53 U 3 z.m 'IBI 300 44 53 60 60 60 306 34 38 43 51 60 300 29'1 '32 '37' .43 -52' o z 306 43 52 60 60 60 312. 33 37 43 50 60 306, 28 32 36 42 51 < 3 z 312 42 51 60 CO 60 318 32 37 42 49 58 312 - 31 .36 .42 50 Z 0 3 s 318 42 50 60 60 60 324 32 36 4148 '57 318 - 31 35 ! 41 49 324 41 49 60 60 60 330 31 35 40' 47 56 324 - 30 34 40 48 0 G 330 40 48 60 60 60 336 31 35, 39 46• 55 330' - 29 -34 '39 47 336 39 47 59 60 60 342 30 ..34 39 45 54 336- - 29 33 39 46 A. 342 39 46 58 60 60 348-- 30'- 33 38 44. 53 342k. : 28 32 "•38 :45• IA'. 348 38 46 57 60 60 354 29 33 37 44 52 .348 - 32 37 45 o 354 37 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 - - 10 9 8- - 1' ,6 -5 - -4_ --- 73 -- ,._-_ .. 2 -j - _ 11- - - II- lU - - - 9. -- - --- �- - - - -� - - 6-- ------ S -- -- 4 1--- -- .3 - -- - •2.-- 1 dEFFRE#P'C FRS 41uRIEllti„ CONCRETE FILLED BLOCK/CMU TABLE REINFORCED WITH MIN#S BAR IN CONCRETE FILLED CELL I... H 5 16"ULTRACON S AP-9�A KETW/PV�O N99SF' <^ POURED REINFORCED` No.�u9 SCREEN (MIN 351.5 PSI) SCREEN POURED REINFORCED' .SPANS v�oaNl'r r:i0�fIHAI E.E SE/.l• � _ UP TO SPANS (MIN 3000 PSI) A F ° (fn) ANCHOR SPACING(INCHES) UP TO 18 16' 14 12 10 (in) ANCHOR SPACING INCHES h 1 48 130 130 130 130 130 ''24 22 20 18 12• •�c�•=a•. �� '54 130 130 130 130 130 48 130 '•130 130 130 130 G. 60 130 130 130 130 130 1 54 130 130 .130 '1301 130 66 130 130 '130 130 130 60 .130 130 130. 130 1 '130 s 66 130 130' 130 130' 130 �.� 72 130 130 130. 130 130 �A •��. ' 78 120 130 130 130 130 72 136• 130 _130 130. -130 VJ 84 111 130 130 130 130 78 123 '130 .130 130 130 rrw♦ Z 90 104 130 130 130 130 84 114 125 130' 130. '130 O 96 98 125 130 130 130 .90 107 116 .128 130- '130 102 92 118 130 130 130 96 100 109 .120 130 130 F s"- F 108 87 ill 130 130 130 '102 94 -103 '113 125 130. �/� _� tF. 114 82 106 '130 130 130 '108 ..89 97' 107- 119 130 va 120 78 100 130 130 130 114 84 92- 101 112' 130 126 74. 96 130 130 '130 120 80. 87 96 107 '130 U °a 132 71 91 '128 130 130 126 76 83• 9.1 102 130 Z 138 68 87 122 130 130, -132 73 .79 '.87• 97' !130 - 144 '65 84 117 130 130 138 70' 76 83 .93 '130 vi 150 62 80 -112 130 130 '144 67 73 80 89 130 W_. 'E 150 64 70 •.77 85• '128 :�; •Et 156' 60 77 108 130 '130 _ 162 58. 74 -104 130 130 156 62 67 74 .82 123 Vj ;w. ems. 168 56 72 100 125 130 1 162 59 65 71 79 '119 Z) LL o 168 S7 62 69 76 •114 a;h 174 54 69 97 '121 130 0' o 180 52 67- 94 117 130 174, 55 . .60.' -66 .74 110 Z :i! W,6 ` 186 50 65 91 113 .130 180 •53 58 64 71 107 A86 52 56 62 64 103 192• 49. 60 60 60 60 192 50 55 60 67 100 0-N < z D 198 47 60 60 60 60 198 48 53 58 65 97 Q z ID 204 46 59 60 60. 60 CC 210 45 57 60 60 60 -204 47 51 56 63 "94 G"� 216 43 56 60 60' 60 210 46 50 -55- 61 91 V) 222 42 '54 60 60 1 60 216 44 -48 53 59 89 ! i 222 43 47 52 58 86 j I 228 41 53 60 60 60 �- 234 40 51 60. 60 60 228 42' 46 .51- '56 84 0, 1 240 39 50 60 60 60 234 41 ' 45 49 55 ' 82' F•- i C 246 38 49' 60 60 60 240 40 •44 48 53 .'80 V) 252 .37 48' 60 60 60 246 39 43. .47 52' '78 a ;C 258 36 47 60 60 60 252 38 42 46 1 51 76 w 'o 264 35 46 60 60 60 258 37 41 45 50 74 ¢ 270 35 45 60 60 60 264 36 ' 40 44 48 73 p o 5^n w ��:LLz 276 34 44 60 60 60 '270 36 39 43 47 -7'1 3 0. 282 33 ' 43 60 60 60 276, 35 38 42 46 70 0_ 288 33 42 --59 60 60 282' - 34 :37 41 45' 68 p a W 294 32 41- 57 60 60 288-. . 33 .'36. 40 44 67' 8 -300 31 40 56 - 60 60 294 33, 36 '39 44- ,65 '306 31 39' ' 55 60 60 300 32 35. 38; 43 64 N .Z 312 30 39 54 60 .60 306 31 1 34 38 42 63 318 29 38 53 60 60 312 31 34 37 1 41 62: 324. 29 37 52 60 60 Q 330 28 36 51 60 60 q �' =w 336 36 50 60' 60 -. 'A 342, 35 49-' 60 60`. ' Al 1� 348 35 48 60 60 354 34 48 60 360 33 47 5959 60 20 C►- 12 II 10. Y $ .7 6. -5 12 11 10 9 8 7 .6- 5 4 3 2, 1 - - - -- -- - - - JEFFREY C.F f411pla i ! hp t GROUT FILLED BLOCK/CM.0 TABLES '. :F.:; H. 1 2'Drop In /8 Drop In 1/4''Drop In EY9, NsfHt{j' O�'c * 09, SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED-CELLS SCREEN GROUT FILLED CELLS ° SPANS SPANS SPANS UP TO UP i0 UP TO LA rteOR !AL t 1 ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES = _ (In) 24 20 16 12 10 .(In) 18' 16 14 12 10 (in) 127 10 8' 6 4 tiF 48 130 1.30 130 130 130 48 130 '130 130 130 1'130 48 130 130 130 130 130 G\?; 54 130 130 130 130 130 54 130 130 130' 130 130 '54 127 130 130' .130., 1'30 / AL EN ` 60 130 130 130 130 130 60 130 130 130 130 130 60 114 130 '130 130• 130' G 66 130 130 130 130 130 66 130 130 130' 130 130 66 104 124 130 130, 130' IG' 72 130 130 130 130 130 72 121 '130 130 130 130 72 95 `114 130 130' '130' 78 130 130 130 130 130 78 112 126 130 130 130 78 88 105 130 •130 130 84 130 130 130 130 130 84 104 1 117 130 130 130- 84. 81 98. 122 130 130 90 130 130 130 130 130 90 1 97 1 109- 125 130 130 90 76 91 114 '130 130 9: ' 96 125 '130 130 130 130 96 .91 102 117 130 130. 96 71_ 86 107 130 ''130 W% ' 102 118 130 130 130 130 102 85 96 110 128 130 102 67 80• 101 130. 130 1 F 108 111 130 130 130 130 108 81 91 104 121 130 108 63 ' 76 95 127 130, e�:IFI 114' 105 126 130 130 130 114 76 86 98 115 130. 114 60 ' 72 .'90'- 120 130 120 100 120' 130 130 130 120 73 82 93 109 130 120 157 68 86, 114 130 126 95 114 130 130 130 126 69 78 89 104 125 126 '54 65 81 109 130 ,a 132 91 109, 130 130 130 132 66 74 1 85 99 119 132 52 62 78 104- 130 Z. 32 138 87 104 130 130 130 138 63 71 81 95' 114 138• 50 59' Z4' 99 130 — x 144 83 100 125 130 130 .144 61 68 78 91 169 144 48 57 71 95 .130. vi 150 80 96 120 130 130 150 58 65 ' 75 87 105 150 46 55 68 91 .130 W E 156 77 92 115 130 130 156 56 63 72 84 101 156. 44 53 '66 88 130, !E, 162 74 89 Ill 130 130 162 54 61 69 81 9.7 162 42 51 .63 ' 84 .127 H t-u 168 71 86 107 130 130 168 52 58 67 78' 93 168 41 49 61 81. 122 N 174 69 83 103 130 130 174 50 56 . 64 75 90 174 1 39 47 ' 59 ` 79 . 1 18 = w oo N 180 67 80 100 130 130 '180 -48 55 62 73 87' 180 1 38 46 '57 '76 114 w 186 65 77 97 1 129 130 186 47 53 60 _ 70 84' 186 37 44 55, 74 110 192 60 60 1 60 1 60 60 1 192 45 51 58 60 60 192. K30 43• 53. 60, 60' ,6 ¢ 0, 198 61 60 60 60' 60 198 44 50 57 60 60 -198, 41 52 60, -+60.' � °'S,N <.?- D 204 _ 59 60' 60 1 60' 60 204' 43 48. 55 60 60 204' 40• '50 60, ;60 Q m z ;D± 210 57 60 60 60 60 210 42 47' 53 60 60 210 39 49 60 60 � g 216 56 60 60 60 60 216 40 45 -52 60 60 .216 38. 48' . 60 60 . vY 222 54 60 60 60 60 222 39 44 51 59 60 222 '37 46 60: •60 228 53 60 60 60 60 228 38 43 49 57 60 228 36- 45' 60 60 ;� ! 234 51 60 60 60 60 234 37 42 48 56. 60. 234 .29 35 .44. _58.. 60 g ; 240 50 60 60 60 60 240 36 41 47 55 60 1 240 29 34. 43 57 :60. Q °` 246 49 59 60 60 60 246 35 40 46 53' 60 246 28 33 •42 56 60 C 252 48 57 60 60 60 252 35 39 44 52• ,60 252 - 33 41 54' 60 a id 258 47 56 60 60 60 258 34 38 43 51 60 258 32, 40 '53' 60. 264 45 55 60 60 60 264 33 37 142 50 59 264 31' 39 52 .60 Lu z.2 270 44 53 60 60 60 270 32 36 42 48 58 270 30 38 '51 - 60 'o s 276• 43 52 60 60 60 276 32 36 41 47 57 276 - 30 37 50 60 1 o.s! 282 43 51 60 60 60 282 31' 35 40 46 56 282_ 29 36 49- 60 ¢3 o'a' 288 42 50 60 60 60 288 30 34 39, 45 55 288 - 29 36 48• 60. '.9 m 294 41 49 60 60 60 294 -30 33 38 44 53 294 28 35 47. 60" o B 300 40 48 60 60 60 300 29 33 37 44 52 300. _ - 34 =46 60 u i 306 39 47 59 60 60 306 28 32 37 43 51 306 - - _.:34 45. 60 U =, z m IB! 312 38 46 58 60 60 312' 31 36 42 50 312 - 33 44 60 g�i 318 38 45 57 60 60 318 31 35 41 49 318 - 32 '43' .60 z A'o w 5 324 37 44' 56 60 60 324 30. 35 40 48 324' - 32 42 60, 0' A. Q 330 36 44 55 60 60 330 30 . 34 40 48 330 - 31 41 60 336 36 43 54 60 1 60-1 336 29 33 39 47 336 31 41 60.' 342 35 42 53 60 60 342 29 33 38 '46 342 - - 30 40 60 A 348 34 41 52 60' 60 -348 .. - _28 32 38 45 348- - 29 39' -59 354 34 41 51 60 60 354 - 32 37 44 '354 - 29' 39 58 350 33 40 50 60 60 360 - 31' 36 44 360 - 29 .38 SZ 2 1. 12 1I 10 9 8 7 - 6 5 - 4 3 ---_1 —i 12 II 10 9 8 - - - JEFFREY C.F 000,1PIVItb J� GROUT FILLED BLOCK/CMU TABLES ,; ��4 C..H/qy�, 3/8"THREADED ROD& 1 4"PANELMATE INSERTS 1 4"PANELMATE FEMALE 1/4"PANELMATE'MALE H. EPDXY GROUT FILLED CELLS GROUT FILLED CELLS GROUT FILLED CELLS �97 SCREEN SCREEN SCREEN 4; SCREEN GROUT FILLED CELLS SPANS SPANS SPANS SPANS UP TO UP TO UP TO v i0ndoxi sui' ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR 12 INCHES kOp UP TO (in) (in) (in) ANCHOR INCHES 12 10 8 6 4 12 10 8 6 4 12 10 8 6 4 (in) 48 130 130' 130 130 130 48 130 130 130 130 '130 48 130 130 130' .130 130 18 16 14 12 8 54 130 130 130 130 130 54 117 130 130 130' 130 54 117 130 130 130 130 % 48 130 130 130 130 130 60 130 130 130 130 130 60 105 126 130 130 130 60 109 130 130 130 130 611mN`vvvv G 54 130 130 130 130 130 66 130 130 130 130 130 66 96 115 '130 130 130 66 '99 119 130 130 130 ° 'G' 60 130 130 130 130 130 72 130' 130 130 130 130 72 88 105 130. 130 130 72 91 109 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 128 130 130 130 130 78 81 97 121 130 130 78 84 101 126 130. 130 84 119 130 130 130 130 84 75 90 113 130 130 84 78 94 117 .130 .130 � 78 121 126 130 130 130 90 111 130 130 130 130 90 70 84 105 130 130 90 73 87 109 130 130 84 112 1 130 130 130 ^ 90 105 11188 130 130 130 96 104 125 130 130. 130 96 bb 79 99 130 130 96 68 87 102- .130 .130, ��` �€� ; 96 98 111 126 130 130 102 98 118 130 130 130 102 62 74 93 124 130 102 64 77 96 128. 130 L Ern 8 93 111 130 130 130 108 58 70 88 117 130 108 61 73' '91 .121 F 108 93 98 112 130 130 1014 88 105 130 130 130 114 55 .66 83 111 130 1114 57 69 86 115 130 N E 1F 130 114 87 98 112 124 130 120 83 100 125 130 130 120 53 63 79 105 130 120 55 66 82 109 .130 114 83 93 106 124 130 120 79 89 101 118 130 126 79 95 119 130 '130 126 50 60 75 100 1 130 126 52. 62 78 .104 130 126 75 84 96 112 130 132 76 .91 114 130. 130 132 48 57 72 -96 130 132. 50 60' 74 99 130• u 132 72 80 92 107 1 130 138 73 87 109 130 130 138 46 55 69 91 130 138 47 57 7-1 95 130• Z 138 68 77 88 103 130 144 70 83 104 130 130 144 44 53 66 88 130 144 46' 55 68 .'91 130 144 66 74 84 98 130 150 67 80 100 130 130 150 42 50 63 84 126, 150 .44 52 66 87 130 0 E 150 63 71 81 94 130 156 64 77 96 128 130 156' 40 49 61 1 81 121 156 42 50 63 84 126 _ IEI 156 61 68 78 91 130 162 62 74 93 124 130 162, 39 47 58 78 117 162 40 49 61 81 121 162 58 66 75 87 130 168 -60 71 89 119 130 168 38 45 56' 75 113 168 39- 47 59 78 117 N w W 168 56 63 72 84 126 174 58 69 86 115 1 130 1 174 36 44 54 1 73 109 174 38 45 56, 75 113 :D LL o h LL 174 54 61 70. 81 122 180 56 67 83 Ill 130 180' 35 42 53 70 105 180 36 44 .55• 73 109 0 p w ° Z = 180 52 59 67 79 118 186 54 65 81 108 130 186 34 41 51 68 102 186• 35 42 -53 70 106 Z r > 186 51 57 65 76 114 192 52 60 60 60 60 192 33 39 49 60 60 192 34 . 4'1 51 .60 60, — 192 49 55 63 60 60 198 51 60 60 60 60 998 32 38 48 60 60 198 33 40- 50 ':60 60 9'� 204 49 59 60 60 60 204 31 37 46 60 60 204 .32 39 .48 60 60 N 0 N p 04 46 52 60 60 160 210. 48 57 60 60 60 210 30 36 45 60 60 210 31' 37' 47' '60 60 � 204 46 52 59 60 60 216 46 56 60 60 60 216 29 35 44 58 .60 216 30 36 46. 60, 60 210 45 51 58 60 60 w 216 44 49 56 60 1 60 222 45 54 .60 60 60 222 28 34 43 57. 60 222- 30 35 44 ' 59 60 228 44 53 60 60 60• .228 - 33 42 55 60 228: 29' 34 43' 57 60 222 43 48 55 60 60 � ' 228 41 47 153 60 60 234 43 51 60 60 60 234 - 32 40 54 60 234 28 34 42 56 60• w 234 40 45 52 60 60 240 42 50 60 60 60 240 - 32, 39 53 60 240 - 33• 411 55 60 0 0 440 39 44 51 1 59 60 246 41 49 60 60 60 246 31 38 51 '60 246 - 32. 40 53 •60 ►- 252 40 48 60 60 60 252 - 30 38 50 60 252' - 31 39 52- 60 C 246 38 43 49 58 60 .N. sC, 252 37 42 48 56 60 258 39 47 58 60 60 258 - 29 37 49 60 258 - 30 38 51 60 258 37 41 47 55 60 264 38 45 57 60 60 264 29 36 48 60 264 - 30 1 37 .50 60 264 36 40 46 54 60 1 270 37 44' 56 60 60 270 1 35 47 60 270 29 36' 49 60 ¢ 270 35 -39 45 52 60 276 36 44 54 60 60 276 34 1 46 60 276' - 28 36 47 60- 0 0 ,a o 276 34 38 44 51 60 282 35 43 53 60 60 282 34 45 60 282 - - 35' 46 ' 60 - z 282 33 38 43 50 60 288 35 42 52 60 60 288 - .33 44 60 288" - 34 46 60 z.g m 288 33 37 42 49 60 294 34 41 51 60 60 294 32 43 60 294 33' 45 60 o C 5 8 B 294 32 36 41 48 60 300 33 40 50 60 60 300 32 42 60 300 - .33 44 60 U z W w 300 31 35 40 47 60 306 33 39 49 60 60 306 31 41 60 306• 32 43 60 3 Z m t8; 306 31 35 40 46 60 312 32 38 48 60 60 312 30 40 60 312 - 32 •42 60- 312 30 34 39 45 60 318 31 38 1 47 60. 60 318 30 40 60 318 31• 41 60 N o 6 318 30 33 38 1 45 60 324 31 37 1 46 60m 60 324 - - 29 39 58- 324' ' - - 30. 40 60 z LL: �° t 324 29 133 37 144 60 330 30 36 45 60 60 330 - 29 38 57 330 - 30 '40 : 60 o os= 330 29 32 37 43 60 336 30 36 45 60 60 336 28 38 56 336, - - 29 '39 '59 0 �? 336 28 32 36 42 60 342 29 35 44 59 60 342 - - 37 55 342 29 38 . 57 A 342 31 35 41 60 348 29 35 43- 58 60 348- - 36 54 . 348 28- .38. . 56 A• 348 31 35 41 60 354 28 34 42 57 60 354 36 53 354 28 .37 . 56 354' 30 34 40 60' 360 33 42 56 60 360 35 53 360 36 55 2.2 360 30 34 39 1 59 12 1 I. IU Y 8 % 6 5 -4 - -3- ;2 - j 12 11 IU -9 .8 7- 6_ .5_ _ 4_ _- 3 -- -1- JEPFREYC:F lTiBbry„ GROUT FILLED BLOCK/CMU TABLES ;`P F 5/16"ULTRACON 1 4"TAPCON STRAP BRACKET W/TWO L I�F'�q�'- . H SCREEN SCREEN 5.16"ULTRACON _ 1/4"CRETE-FLEX or1/4"' _ ,TAPCON SPANS GROUT FILLED BLOCK SPANS 'GROUT FILLED CELLS. SCREEN GROUT PILLED CELLS - r-i UP TO UP TO SPANS SCREEN GROUT FILLED-CELLS ='i�� LRLS"L - ANCHOR SPACING' INCHES ANCHOR SPACING INCHES (in) (in) UPT0' SPANS F u0 18 16 14 12 10 12 l0 8. 6 4 ANCHOR SPACING INCHES UP TO 0(iriJ R 48 130 130 130 130 130 48 115 130 130 130, 130 16 14 12 10 8 ('") 16 ANCHOR SPACING 1a. 1r to eINCHES S as4.� 54 129 130 130 130 130 54 102 123, 130 130 130' 48 130 130 130 130 130 G (. � �. 60 116 130 130 130 130 60 92 110 130 130 '130 54 130 130' .130- 130 130 48 130 130 130 130 130 ��/,,��� �,,, 66 105 127 130 130 130 66 84 100 125 130 130• 60 130 130 -130 130 130 54 130 130, 130 130 130 n 72 97 116 130 130 130 1 72 77 92 115 130 130 66 130 130. 130 130 130 .60 120 130' 130 130' -.130 78 89 107 130 130 130 1 78 71 85 106 130 130 72 130, 130 130 130 130 66`. 109 .125 130 130' 130• 84 83 99 124 130 130 84 66 79 99 130 130 78 123 130 -130 130, 130 72 100 114 130, IM 130- 90. 77 93 116 130 130 90 61 74 92 123 130 84 -114 129 130 130 130 78. 92 .105 123, 130' 130 96 73 87 109 130 130 96 58. 69 86 115 130 90 107 120 130 130 '130 84 86 98 114 130 130 uw� 102 68 82, 102 130 130 102 54 1 65 81 108 130 96 100 1 113 '129 1 130 130. 90 80 91 107 128 130 6 108 64' 77 97- 129 130 108 51 61 77 102 130 102 94 106 121 130, 130 96 75 86 100 120 130 s F 114 61 73 92 122 130 114 48 58 73 97' 130 108 89 100 114 130 130 102 71. 81 94 113 130 5 F 120 58 70 87 116 130 120 46 55 69 92 130 114 84 95 108 126 130 108 _67 76'• 89 107 130� 126 55 66 83 110 130 126 44 53 66 88', 130 120 80 90 103 120 130 114. 63 72 84 101 126, 132 53 63 79 105 127 132 42 50 63 84 125 126 76 86 '98 114. 130 120 .60 69 80 96 120 U 138 50 61 76 101 121 .138 40 48 60 80 120 732 73 82 94 109 130 126. 57- 65 76 '91 114 Z 144 48 58 73 97 116 144 38 46 58 77 115 138 70 78 89 104 130 132• 55 62 73 87 109 150 46 56 70 93 111 150 37 44 55 74 110 144 67 75 _86 100' 130 138 52 60 70 83 '104' c E 156 45 54 67 89 107 156 35 42 53 71 106 150 64 72 1 82 96 130• 144 50 57' 67 80 100 W N 162 43 52 64 86 103 162 34 41 51 68 102 156 62 69 79 92 '130 150 48, 55 64 77 1 96 w zi �E, 168 41 50 62 83 99 168 33 39 49 66 99 162 59 67 76 89 130 156 46 53 62 74 92 F- to 174 40 48 60 80 96 174 32' 38 48 63 .95 168 57 64 73 86 129 162 44 51 59 71 89 �, � LL g h LL 180 39 46 58 77 93 180 31 37 d46 61 92 174 55 ,62 71 83 124 168 43' " 49' •57' 69' 86 186 37 45 56 75 90 186 30 36 45 59 89 180 53 60 69 80 120 174 41 47' 55' 66 83' Z } ro z 192 36 44 54 60 60 192 29 35 43 58 86 186 52 58 66' 77 '116 180 40 46 53 °m z 198 35 42 53 60 60 198 28 33 . 42 56 60 .192 50 56 60 60 60 186 39 44 52 62 77 ~ o r r m.o 204 34 41 51 60 60 204 - 32 41 54 60 198 48 55 60 60 60• 192 36 43 50 60 60 < .0 o Z D 210 33 40 50 60 60 210 32 39 53' 60 204' 47 53 60 60 60 198 36 42 48 58 60 Q ? 0. 216 32 39 48 60 60 216 - 31 38 51 60 210. 46 51 204 35 40 47 56 60• m 59 60 60 210 34 39 46 55 60 _ 222 31 38 47 60 60 222 30 37 50 60 216 44 '50 57- 60 ,'60 216. 33 38' 44 , 53 60' 228 31 37 46' '60 60 228 - 29 36 48 60 222 43 49 56 60 60 - 222• 32 37 ._43 52' 60 U 234 30 36 45 59 60 234 - 28 35 47 60 228 42 47 54 .60 60 228 32 .36 ' 42' 'S1- 60 240' 29 35 44 58 60 240 - - 35 46 60 234 .41 46 53' .60, 60 234 31 35 41 49' 60 1- 246 28 34 42 57 60 246 - - 34' 45 60 240 40 45 51 60' 60 N C. 252 33 41 55 60 252 33 44 60 246 39 44' 50 59-. 60, .240 30 34 40. 48 60 246' 29 33 39 47' 59 c 258 - 32 40 54 60 258 - - 32 43. 60 252 38 43 49 57 60 252 29' 33. .38 46 57 w' o W 264 32 40 53 60 264 31 42 60 256 37 42 48 56 60 258 28 32 37 45 56 Q a o W 270 31 39 52 60 270 - 31 41 60 264 36 41 47 55 60 < 264 - 31 36' 44' 55 p �o z 276 30 38 50 60 276 - 30 40 60 270 36 40 .46 53 60 0` x m LL o °' 282 - 30 37 49 59 282 - - 29 39 59 276 35 39 45 52 60 270 30: 36 43 53 - z_ 288 29 36 48 58 288 29 38 58. -282 34 38 44 51 60, 276> 30, 35 42 52 z z m 282 29 34 41 51 a o 294 28 36 47 57 294 - 28 38 56 288 33 38 43 50 60 288 29 33 40 50 = x z W N 'B 300 - 35 46 56 300 - 37 :55 294 33 37 42 49 . 60 3 Z m 294' 28 33 39 49 U 306 34 45 55 306 - 36 54 300 32 36. 41 48 .60 300 32 38 48 .,C.z 312 33 45 54 312 35' S3 306 31 35 40 47 60 <s 3 318 - 33 44 53 318 35 52 312 31 35 40 46 60 306 - 31 38 47 N Q a 6 324 - 32 43 '52 324 34 51 312 - 31. 37 46 . Z LL RJR F 330 - 32 42 51 330 33 50 0 'o. 0`' 336 31 41 50 336 33 49 342 31 41 49 342 32 48 A 348 30 40 48 348 32- 48 A, - 354 29 39 47 354 31 47 �� 360 29 39 46 360 - - 31 46 12 11 10 9 8 7 6 5 4 3� 2 ":I 12 11 10 - 9 8 7 6. 52-..dEFPREY p u1T1 i�in HOLLOW BLOCK TABLES .....�•. H; __ 1 4'_PANELMATE INSERTS 1/4"PANELMATE FEMALE 1'4"PANELMATE MALE , q 'H:'a 7• 4, ':m SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK SCREEN HOLLOW�BLQCK ° * f „;� SPANS SPANS .SPANS - S UP TO UPTO UP TO °"HO� "`' 7 ANCHOR SPACING INCHES ANCHOR'SPACING INCHES ANCHOR SPACING'(INCHES), (��) 12 10 _ 8 6 4 ���) 12: 10, 8 6 4 (in) 12 '10 8. . ,6' 4' 0 IA .; (�� 48 130 130 130 130 130 48 125 130 130 130 130 48' 125 130 130 '130 130 Hq N �#�p 54 130 130 130 130 130 54 ill 130 '130 130 130 54 Ill 130' 130 .130 130 1 ....... G 60 130 130 130 130 130 '60 100 120 130 _130 130 60 100 120 130 130, '130 a mm' :GP 66 130 130 130 130 130 66 91 109 130 130 130 66 91 109" 130. 130' 130 �a 72 130 130 130 130 130 72 83 100 125 130 130 72 83 100' 125 130' .'130 78 1 123 130 130 130 130 78 77 92 115 1.30 130 N7877 92 I15 '130. 130•84 114 130 130 130 130 84 71 86 107 130 130 71 86 107- 130' 13090 107 128 130 130 130 90 67 80 100 130 130 67 80 100 130 130f�96 100 120 130 130 130 96 63 75 94 125 130 63 75 94 125 130 �/102 94 113 130 130 130 102 59 71 88 118 130 59 71 88 118 130 108 89 107 130 130 130 108 56 67 83 111 130 56 6Z' 83 1'Tl• 130 jA S F 114 84 101 126 130 130 114 53' 63 79 105 130 53 63 79 105. 130' VI -� F 120 80 96 120 130 130 120 50 60 75 100 130, 120 50 60 75, 100 130'. 126 76 91 114 130 130 126 48 57 71. 95 130 126,. 48_ '57- 71 95, .130 U �a 132 73 87 109 130 130 132 45 55 68 91 130, 132 45 55 .68 '91- 130 Z 138 70 83 1 104 1 130 130 1 138 1 43 52 .65 87 130 138 43 52 65 87 130 144 67 80 1 1001 130 130 144 1 42 50 63 1 83 1 -1251 144 42 50. 63 83' 125 V 150 64 77 96 128 130 1 50 1 40. 48 60 80 120 150: 40 48 60• 80: 120_ W E 156 62 74 92 123 130 1 56 1 38 46 58 77 115 '156 38 . 46 58 .77 115 1EI 162. 59 71 89 119 130 162 37 44 56' 74 Ill 162 37 44 56 74' 1I'l F- 168 57 69 86 .114 130 168 36 43 54 71 107 168 36 .43,- 54- 71 107 03' � F 174 34 41' 52. 69'; LL,o H LL 174 55 66 83 110 130 174 34 41 52 69' 103• -1. vi.•c, I 180 53 64 80 107 130 180 33 40 50 67 100 180 33 40. 50- 67 100 w b z =', 186 52 62 77 103 130 186 32 39 48 65 97 186 32 39 48 65 97 Z ' 'm W'i. 192 50 60 60 1 60 60 192 '31 38 47 60 1 60 1 192, 31 38' 1 47 1 60 60 a o 198 48 58 60 60 60 198. 30 36 45 - 60 60 198 30 36 45' 60 60 06 °_0 .< z ,p 204 47 56 60 60 60 204 29 35 44 59 60 204• 29 35' 4459 60 Q z gipi 210 46 55 60 60 60 210 29 34 43 57 60 210 '29 34• 43 57' ,60, 3 216 44 53 60 60 60 216 28 33 42 -56 60 216 28, '33. 42 56 '60.- V) W 222 43 52 60 60 60 222 32 41 54 _60 222 - 32 . 41: 54' 60 u 228 42 51 60 60 60 228 32 39' 53 60 228 - 32 39' .5360 u 234 41 49 •60 60 60 234. 31 38 51. 60 '234 31. 38: 51 60. u 240 40 1 48 60 60 60 240 - 30 38 50 60 240- - 30' 38.__50 60 o 246 39 1 47 59 60 60 246 29 37 49 60 246 29 '37 49 60 C 252 38 1 46 57 60 60 252. 29 1 36 48 60 252 29 36 48 60. N IG 258 37 1 45 56 60 60 258.. 28' 1 35 47 60: 258 28' 35 47 60 a I t 264 36 1 44 55 60 60 264. - 34 45 60 264 - - 34 45 '60 270 36 43 53 60 60, 270 - 33 44 60 _ z 276 35, 42 52 60 60 276 33 43 60 276 33 43 60,- a w 282 34 41 51 1 60, 60 282 - - 32 43 60 282' - - 32. 43' '60 3 0 288 33 40 50 60 60 288 31 42' 60 288 31 42: '60 294 .33. 39 49 60 60 294 31 41 60 294 3.1 41 .60 8, B '300 32 38 48 60 60 300 - 30- 40 .60 300 30' 40 60, U: 6 3 w ,B z. 306 31 38 47 60 60 306 - 29 39 59 306 - 29'' .39' S9' o•:G o. 312 31 37 46 60 60 312 - 29 38 58 312 29 38 58' a=3 i 318 30 36 45 60 60 318 - - 28 38 57 318 .28' " 38 .57. „o.w 5 324 30 36 44 59 60 324 - - 37. 56 -324 - - `37' 56- 330 29 35 44 58 60 330 - - 36, 55 •330' - - 36 55 0 G g N 336 29 34 43 57 1 60 1 336 - - 36 54 336 36 54. 342 28 34 42 56 60 342- 35 53 342 35 -53 A 348 - 33 41 55 •60 348 - - - 34 52 348 34 52-- A! 354 33 41 54 60 354 34 51 354 - 34 51 360 32 40 53 60 360' - 33 501 1:'33'1 50'.j 24, 12 -. 1 10 y 8 - % 6 S: -- 4 - -: ----- - - -2 - 1_ E - - 5 - - 4;- 1 HOLLOW BLOCK TABLES 1EFfR#P C.F vull!PiE1uj„ C. fp1 4""CRETE-FLEX 3/8"THREADED ROD&EPDXY 3/8"HOLLOW:SET,(Si mpson(H s 4J SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK SCREEN 9j4 F'= SPANS HOLLOW BLOCK UP TO SPANS (with 3--1/2"SCREEN TUBE)' SPANS aA *5 ANCHOR SPACING INCHES UP TO UP-TO'(in) 12 10 8 6 4 (in) ANCHOR SPACING INCHES (In( ANCHOR SPACING INCHES c 48 120 130 130 130 130 12'. 10 8 :6 12 10 8 6 4 ' �t�^ , �� 54 107 128 130 130 130 -48 130 130, 130 130 1 48 63 75 94, 125' '188 V 60 96 115 130 130 130 54 130 130- 130 130 54 56 67 83' 111 16Z G. 60 120 130 130 130 60' 50 60 75 100 150 _ 66 87 105 130 '130 130 66. 1'09 130. 130 130 66 45 55 68. 9.1 .136' ro G' 72 80 96 120 130 130 ! 78 74 89 111 130 130 72 '100 120 130 130 72 42 50• 63 .83 125• 84' 69 82 103 130 130 78 92 Ill 130 130 78 38'- 46 58 77 115 90 64. 77 I'96 126. 130 84 86 103: 129 130 :84 36 43: 54' 71 107' 8i V f '96 60 72 -90 120 130 90' 80 -:96 120 130- 90' 33" 40 50' 67 .'100' � 102 56 68 85 113 130 96 75 90 113 130 96. 31 1 '38 1 47 63 94. 108 53 64' 80 107 130 102. 7,1' 85 106 130 102• 29 .35 44 59 88, , F 114 51 bl 76 10,1 130 108 67' 80 '100 130 108 '28 .33. 42, •56. 83. j� F, 120 48 58 72' 96^ 130 114 '63 76 95 126 114 - 32 39 53 79. MJ 126 46 55 69 91• 130 120 60 - 72 90. 120 120 ' 30 - 38. .50 75 132 44 52 65 87 1.30 126. 57 -69 .86 1.14 126; 29 ' 36 •48 71 - U 138 42 50 63 83 125 132 55 65 :82 109 132 - _ .34 .45' -68, Z- 144 40 48 60 80 .120 138 52 63 78' 104 138 - 33- 43 . -65 150 38 46 58 77 115 144 50 60 75 100 144 31, 42 63• 156 37 44'. 55 74 111 150' 48 58 72" 96' ISO 30, .40. 60' Ili I E '156 46 55 69, 92 156 29 ., 38' 58'' (EI 162 36 43 53 71 107 162' 44 53 67' $9 lb2'. M '37• :56 F- r, 1 168 34- 41 •51 69 103 N w 174 33 40 50 6& 99 168 43 51 64 86 168' - 36 54•' :j, .o 180 32 38 48 64 96 ! 774 41 50 62 83 174 - - 34 52, G oo. ', i 0•.o'.oc 180 40 48 60' ' '80 180' - - 33 50. w i = 186. 31 37 46 .62 93 ' Z > > ! 186' 39 - - 32' •48• 192 30 36 45 60 60' 46 58 60 186, w 198 29 35 '44. 58 60 192 38 45 56 60 192 - 31 . 47 I- .?• oz ! 204 28 34 42 56 60 198 36 44 55 60 198" - - - 30 45 N;0 a.z D 204 35 42 53 60• 204 - 29•- •44; Q 'o 210 33 41 55 60 z 1D1 210 34% 41 51 60 210 '29 •43' ° 3 i 216 - 32 40 53 60 216 33 40 50 60 216 28- 42 .. N. W 222 - 31 39 52 60 = 222 32 39 49 60 222 - 41 228 - 30 38 .51 60 240 29 36 48 60 � a 234 30' 37 49 60 228 32 38 47 60 228 - - 39 234 31' 37. 46 60 234' - Q 240 30, 36 45 60. 240 - 38• o 246 28 35 47 60 F sn 252. - - 34 46 60 246 29' 35 44 59 246 - - - - 3T' tn. C 252. 29 34 43 57 252 - 36.. C! 258 - 33 45 60 258 28. 33 42 56 .258- .35,4 a 264 33 44 60 -55- - - wr 'o 0 264 - 33 ' 41 264 - 34 �. N -.0 g4 ' 270 32 '43 60 Q v <-.-_ w I 270 276 - '31 .42 '60: 32 40 53 270 - - - 33` o -g• • 'Q LL o 282' 31 41 60 276 - 31 39" 52, 276 - - - - 33 282 - 31'- 38 51' 282. - - 32' 288 - 30 40 60 294 - 29 39 59 288 - 30 38 50 288` 31. in < -294 - 29 37 49 294 - 31. Y C.--.q g, 300 29' 38 58 300' - 29 36 48 300 - = `30" mu - 113;306 - 28 38 56 g W'm. 1 306 28' 35 47- 306 - - 29' 1 312 - - 37 55 '312 - - 35 46. 312 tz�p 318 - - - '36 54 318 - - 34 45 318 Z 324 - 36 53 '324 - - 33' :! 44- 324.. - = '28, 330 - 35 52 o .a' 330'•• - - 33 44 330 - - - - - �' •�;' �8° s 336 - 34 51 336 32 43 336 342 34 5.1 342 32 42 342 - - A 348 - 33- 50 348 - 31 41.- . 348 - A` 354 - - 33 49 354 - 31 41, 354. - - - - 360 - 32 48 30, 40, 360 - + - - - - EfFREYPC.FRl' i�PrfEi I HOLLOW BLOCK TABLES 3/8"THREADED ROD:&-EPDXY .�� H 1 c STRAP BRACKET W/TWO 1/4" CRETE-FLEX or 114"TAPCON SCREEN HOLLOW;BLOCK 609 SPANS (w/UMBRELLA INSERTS) Aoowoble Epoxy bronds&Types: - SCREEN HOLLOW BLOCK UP TO 11 PoweaIMB vm Lrwrteomcu+�s e.svu W 21 IIW RedHeod A7 luamwl�b: 'SPANS (in) ANCHOR SPACING INCHES oRUP TO ANCHOR SPACING(INCHES) '12 10 8' b(in) 18 Tb 12 10 B48 130 130 130 13048 117 130 130 130 130 54 130' 130 '130 130G. 60 130 130 130 '130 54 93 117 130' 130 130 .66 130 130' .130 130 60 93 105' 130 130 130 72 130 130 130 130 - bb 85 95 127 130 130 '78 123 130 130 130 �s .72- 78 88 1,17 130 130 1 78 72 81 108 129 130 84 114 130, 130 130 ? 1 84 67 75 100 120 130 90 907 128 130 130 6 � 90 62 70 93 112 130 96 100 120 130 130 - 102 94 113 130 130 96 58 66 88 105 130 1- F 108 89 l OT 130 130 lA >;�A i F; 102 55 62 82 99 124 114 84 101 126 130 (n 108 52 58 78 93 117 120 80, 96 120 130 114 49 55 74 88 111 126 76 91 114 130 U ^d 120 47 53 70• 84 105 132 73 '87 109' 1 130, Z, 126 44 50 67 80 100 138 70 83 104 .130 — 1 132 42. 48 64 76 95 -144 67 80 100 130 138 41 46 61 73 91 150. 64 77 96 128 LU I , E 144 39 44 58 70 88 156 62. 74 92 123 iE 150 37 42 56 67 84 162 59 7.1 •89 119. �, 156 36 40 54 65. 81 168 '57 69 86 1 14 � '�,LL;o 162 35 39 52 62 78 174 55' 66 83 110 o o 168 33 38 50 60 75 180 53 1 64 80 107• 174 32 36 48 58 72 186 52 62 77' 103 Z w �.'o -F 180 31 35 47 56 70 192 50 60 '60 60 00 186 30 34 45 54 68 198 48 58 60 60• a 0.04 < z D' 192 29 33 44 53 60' 204 47 56 60 60 Q m, z �Di 198 28 32 42 51 60 .210 46 55 60 60 204 31 41 49 60 •216 44 53 60 60 V) _ 210 - 30 40 48 60 '222 43 '52 60' 60 216 29 39 47 58 228 42 '51 60 60 C 0 222 _ 3 45 57 234 41 49 '60 60 228 28 38 44 55 240 40 48 60 60 0 o C 234 - 36 43 54 246 39 47' 59 60 In 252 38, 46 57 60 '.C. 246' - 35 42 53 258 -37 45 56 60- uj 246 34 41 51 264 36 44 _55 60 1 252 33 40 50 — ¢ < <g o w 258 33 39 -49 270 36 43 53' 60 o �o M o 276 35 42 - 52 60 �.�o.> 264 - - 32 38 48 1 282 34• 41 51 60 270 31 37 47 z a m 288 33 40 50 60. - 276 30 37 46 294' 33 39 49 60 Z �' B' 282' 30 36 45 300' 32 38: 48' '60- U 3.Z W B: 288 - 29 35 44 306 31 38 47 60 -�''o'' 294 - - 29 34 43 312 31 37 46 60 300 28 34 42 o 318 30 36 '45 60 306 - 33 41 324 30 36- 44 59 ,� �• 312 32 40, 330' 29, 35 44 '58' -v „V;ll 336 29 34 43 1 57 - 342 28 34 42 56 A 348 33 41 55 A: 354 33 41 54- 1 32. - 40-j 53 12 lU - -- - — j �ll 9 8---- --7- - - - - --6--_ -_--- —5-- ------ -4 - - .--._.. ,3: - ---- - --1� - - - - 12 11 10 9 8 7 -6 '5 4 _3 2 i ' JEFFREY C. pNIJ R.4. WOOD TABLES " °� '^c: 1/4"TAPCON H 1 4"PANELMATE INSERTS 1/4"PANELMATE FEMALE 1 4"PANELMATE MACE SCREEN WOOD SCREEN WOOD SCREEN WOOD SCREEN WOOD ' S097¢ '•:f*+= SPANS SYP(SG.55) SPANS SYP(SG.55) SPANS SYP•(SG.55J' SPANS SYP(SG.55) UP TO ANCHOR SPACING INCHES UP TO UP TO UP TO' "b""" "`""`"` ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING'INCHES O o pp ('") 12 10 a 6 4 (in) 12 10 8 6 a (in) 12 10 e 6 a (in) 12 10 :8 6 4 C0 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130' 130, 130: 130 -��'o, 'r••.l�A^ ''F�.�`�` 54 130 130 130 130. 130 54 130 130 130 130 130 54 130 130 130 130 130 54 130 130 130. 130'. 130 NA�EN� .�' 60 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 60 130 130. 130 .130 '130' ���'� i�"` G 66 127 130 130 130 130 66 127 130 130 130 130 66 127 130 130 130 .130 66 127 130 130 130' 130 G 72 117 130 130 130 130 72 116 130 130 130, 130 72 116 130 130 130 130 72 116 130 130 130; 130 � 78 108 129 130 130 130 78 107 129 130 130 130 78 107 129 130 130 130 78 107 129 130 130 '130 �l A 84 100 120 130 130 130 84 100 120 1'30 130 130 84 100 120 130 130 130 84 100 120- 130 130 130 V! 90 93 112 130 130 130 90 1 93 112 130 130 130 90 93 112 130 '130 130 90 93 112 130. 130 130 �: 96 88 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130• 102 82 99 124 130 130 102 82 99 123 130 130 102 82 99 123 130 130 102• 82 99 123 130, 130 F 108 78 93 177 130 130 108 78 93 116 130 130 108 78 93 116 130 130 108 78 93 116 130 130 'w 114 74 88 111 130 130 114 73 88 110 130 130 -114 73 88 110 130 130 114 73 88 110 130 130 �/J F, 120 1 70 84 105 130 130 120 70 84 105 130 130 '120 •70 84 105 130 130 120 70.- 84 '105 130 130 126 67 80 100 130' 130 126 66 80 100 1 130 130 126 66 80 100 130 130 126 66 80' :100 130.730 U 132 64 76 95 127 130 132 63 76 95 127 130 132 63 76 95 127 130 132 63 76 .95, 127' -130 Z 138 61 73 91 122 130 138 61 73 91 121 130 138 61 73, 91 121- 130 138 61 73' 91 -121 130 — x 144 58 70 88 117 130 1 144 58 70 87 116 1 30 144 58 70 87 116 130 144 58 70 87 116 130• '150 56 67 84 112 130 150 56 67 84 112 130 150 56 67 84 112 130 1 150 56 67 84 112 130 1 F4 E 156 54 65 81 108 130 156 54 64 81 107 130 156' 54 64 81 107 .130 156 54• 64 81 107 130 E 162 52 62 78 104 130 162 52 62 78 103 130 162 52 62 78 103 130 162 52 62 78 103 130 H �, 168 50 60 75 100 130 168 50 60 75 100 130 168. 50 60 75 100 130 168 50 60 75� 100 130, V w 174 1 48 58 72 97 130 174 48 58 _ 72 96 130 174 48 58 72 -96 130 1,74 48:. 58 . 72 '96' 130 180 47 56 70 93 l30 180 47 56 70 93' 130 180 47 ..56 70 93 130 .180 47 56' 70 93 130 o _- 186 45 54 68 90 130 186 45 54 68 90 130 186 45 54 -68 90 130 186- 1 45 54 68 90 130 Z W >. n x 192 44 53 60 60 60 192 44 52 60 60 60 192 44 52. 60' 60 60 192 44' -52 60 60 60 a z 198 42 51 60 60 60 198 42 51 60 60 60 198 42' SP 60 60 60 1'98 42' S1 60 .60 60 tY'O 0 n < z p 204 41 49 60 60_ 60 204 41 49 60 60 60 204' 41 49 60 60 60 204 41 49' 60 60 60 Q m ` o 210 40 48 60 60 60 210' 40 48 60 60 60 '210 40 48 60 60 60 210 40 48• 60 60 60 lo z D1 3 216 39 47 58 60 60 216 39 47 58 60 60 216' 39 47 58 60 60 216. 39 47 58 60 60 v> u 222 38 45 57 60 60 222 38 45 57 60 60 222 38 45 57 60. 60 222 38 45 57 60 60 228 37 .44 55 60 60 228 37 44 55 60 60 228 37 44 55 60 �60 228' 37 44 .55 60 60 234 36 43 54 60 60 234 .36 43 54 60 60 234 36 43 54 60 60 234 36 43 54 60. 60 240 35 42 53 60 1 60 240 35 42 52 60 60 240 35 42' 52 60 60 240 1 35 42 52' 60 . 60 •0 o 246 34 41 51 60 60_ 246 34 41 51 60 60 246' 34 41 51 60 60 246 1 34 1 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 33 39 49 60 60 258 32 39 49 60 60 258 32 39 49 60 60, 25& 32 39 49 60. 60 .21 264 32 38 48 60 60 264 32 38 48 60 60 264 32 38 48 60 60 .264 32 38' 48'' 60 60 � '� z 270 31 37 47 60 60 270 31 37 47 60 60 270 31 37 47 60. 60' 270- 31 37 47 60 60 ��'. :� -o 2,Z 276 30 37 46 60 60 276 30 36 46 60 60 276 .30 36 46 60 b0 276 30. 36 46 60' 60 ;;-�o o 282 30 36' 45 60 60 282 30 36 45 59 60 282 30 36 45 59 60 282' 30 36 45 59 60 288 29 35 44 58 60 288 29 35 44 58 60 288 29 35 44 58 60. 288' 29 35 44 58: 60 0 2! g o 294 29 34 43 57 60 294 28 34 43 57 60 294 28 34 43 57 60' 294 28- 34 43' 57 60 ,c z .B 300 28 34 42 56 60 300' - 34 42- 56 60 ,300 34 42 56 60 300 34 42 56 60 U 3 Z 'B 306 - 33 41' 55 60 306 - 33 41 55 60 '306 - 33, 41 55 60 306 33' 41' .55 60 61:o 312 - 32 40 54 60 312 32 40 54 60 312. - 32 40 54 60 312 - 32 40 -54 60 =z 318' - 32 40 53 60 318 32 40 53 60 318 32 40 53 60 318! 32 40 53 60 Z o w t 324 - 31 39 52 60 324 31 39 52 60 324 31 39 52 60 324 31 -39 . 52 60 �.� 330 - 31 38 51 60 330 30 38 51 60' .330 30 .38' 51 60' 330 30 381 -51 60 �: ¢_� 336 30 38 50 60 336 30 37 50 60 336 30 37 50 60 336, 30 .37 50 60' " '� 9 342 29 37 49 60 342 29 37 49 60 342 29 37 49 60. 342 29 37' -49 60 A 348 - 29 36 48 60 348 29 36 48' -60- 348 - 29 36 48 60 348 29 36 48 60 A 354 28 36 47 60 354 28 35 47 60 354 28 35 47 60 354 - 28 35 47 60 n 7 360 35 47 60 360 - - 35 47 60 360 35 47 60 360 35 47 60 L/ 12 1'1 10 9 8 7 6 5 4• - "- _ __ '3 2• 1' WOOD TABLES 1EFFREYC: 11,P.�: H 3/8"COMBO ANCHOR or LAG BOLT 1/T COMBO ANCHOR or LAG BOLTSTRAP STRAP BRACKET W/TWO LILTRACON 1/4"CRETE-FLEX ` SCREEN WOOD SCREEN WOOD SCREEN WOOD or 1 4'TAPCON ° ? 6097q, .c^ SPANS (SYP with SG 2 0.55) SPANS (SYP with SG>_0.55)' SPANS (SYP with SG>_'0.55 UP TO UP TO ) SCREEN WOOD yuoonrwnnoumwur.Esu{ i _ UP TO SPANS (SYP with SG>_0.55) ® _A ANCHOR SPACING INCHES ANCHOR SPACING INCHES =� . u0F (in) ANCHOR SPACING INCHES (in) 18 16 14 12 8 (in) 78' 16 72 10 8 UP-TO ANCHOR SPACING INCHES ��`� s ��;� 16 14 12 10 6 4B 130 130 130 130 130 48 130 130 130 130 130 (in) 16 14 12', 10. 8. I ��yy.�� ` 48 124 130 130 130 130 54 124 130 130 130 .130 54 .130 130 '130 130 130 48 130' 130 130' 130 130' " N IE�;ro`' 54 110 126 130 130 130 G 60 99 113 130 130 130 60 112 126 130 130 130 60 130 130. 130 130 130 54 130 :130 130 .130 130 �� ;G, 66 90 103 120 130 130 66 102 115 130 130 130 66 i 130 1 130 130 130 130 60 120 130 130 130 130 72 83 94 110 130 130 72 93 105 120 130 130 72, 130 1 130 130 130 130 66 109 125 130 130 130 78 76 87 102 122 130 78 86 97 111 129 130 78 123 130 130 130 130 72 .100 114 130, 1'30 130SR 84 71 81 94 113 130 84 80 90 T03 120 130 84 114 129 130 130 1'30 .78 92 105 123' 130 130'. 90 66 75 88 106 130 90 75 84 96 112 130 90 1071 120 130 130 130 84 86 98 114 130. 130 e � 96 62 71 83 99 130 96 70 79 90 1 105 130 96 100 113 130 130 130 1 90 80' 91 107 128 130 �r � ! 102 58 67 78 93 730 102 66 74 85 99 130 102 94 106 130 130 130 96 75 86 1D0. 120 130' A �'_ F 108 55 63 73 88 130 108 62 70 80 93 130 108 89 100 130 130 '130 102 71 81 94 113 130 Yl „H=!Fi 114 52 60 1 69 83 130 114 59 66 76 88 130 114 84 95 126 130 130 108 67 76 89 107 130 era 120 50 57 66 79 130 120 56 63 '72 84' 126 120 80 .90. 1.20 130 130 114 63 72 .84 101 126 126 47 54 1 63 75 126 126 1 53 60 69 80: 120 126 76 86 114 -130 130 120 60 69 80 96 920 U 132' 1 45 51 60 72 120 132 51 57 65 76 115 132 73 82 109 130 130 126' :57 65 76 91 11-4. Z > 138 43 49 57 69 115 138 49 55 63' 73 110 138 70 78 104 125 130 132 55 62 73 87 109 144 47 53 60 70 105 144 41 47 55 66 110 144 67 75 100 120. 130 138 52- 60 70 83 '104 W 9 150 45 50 58 67 101 150 40 45 53 63 106 150 64 72 96 115 130 144 50 57 67 80 100 E 156 43 48 55 65 97 - _ ' 156 38 44 51 61 102 156 62 69 92 111 130 150 48 55 b4' 77 96 � � 1E° 162 41 47• 53 62 93 1- G 162 37 42 49 59 98 162 59� 67 89 107 130 .156 •46 53 62 74 92 168 40 45 51' 60 90 168 35 40 47 57 94 168 57 .64 86 103 129 762 44. 51 59 71' 89 J 174 39 43 50 58 87 H LL 8 H 174 34 39 46 55 91 174 55 62 83 99 124 168 .43 .49 57 69 86 Q' o 180 37 42 48 56 84 180 I 33 38 44 53 88 1.80 . 53 60, 80 96. 120 174 41 47 55 66 .83 w'� W = 186 32 36 43 51 85 186 36 41 46 54 81 186 52 .58 77 93 116 180 40. 46 53 64 80' Z w � 192 35 39 45 53 60 z, 192 31 35 41 50 60 192 50 56 751 90 113 186 39 44 52 62 77 198 34 38 44 51 60 a 0 a 198 30 34 40 48 60 198 48 55 73 87 109 192 38 43 '50 60 . 60 a 0 'D 204 33 37 42 49 60 Q m o 204 29 33 39 47 60 204 4P 53 71 85 103 198 36 42 48 58 60 ? D 210 32 36 41 48 60 216 28 32 38 45 60 210 46 51 69' 82 103 204 35 40 47 56 60 3 216 31 37 44 60 222 .31 35 40 47 60 216 44 50 67 80 100 210 34 39 •46- 55 60 N 222 30 34 39 45 60 222 - 31 36 43 60 222 43 49 65 78 97 216 33 38 44 33. 60 228 29 33 38' 44 60 228 - 30 35 42 60 228 42 47 63 76 95 222 32 37 43 52 - 60 u 234 29 32 37 43 60 234 29 34 41 60 234 41 46' 62 74. '92 228 32. 36 42 51' 60 246 - 32 35 42 60 _ o 240 - 28 33 40 60 240' 40- 45: 60 72 90. 234 31 35 41 49 60 +- ' 246 - 31 35 41 60 246 28 32 39 60 246, 39 44 59 70 88 240 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, 258 - 29 33 39 59 a 258 31 37 60 258 37 42 56 67 84 252 29 33 38' 46 5T w o o w f W 264 29 33 38 57 � y f 264 30 36 60 264 36 41 55 65 82 258 28 32 37 . 45 56. ¢ ,� <5 P w• 270 28 32 37 56 270 - - 29' 35 59 276 - - 31 37 55 270. 36 40 .53 64 80 264 - 31 36 44 55. 276 - 29 34 57 282 - - 31 36 54 276 35 39 52 63` 78 270 - 30 36 43• 53 282 28 34 56 286 - - 30 35 53 282 34 38 . 51 61 77' 276 '30 35 42 52 >o m 288 I 33 55 294 29 34 51 288 33 38 50 60 75 282' - '29 34 41 51 0 o 294 32 .54 - 294 33 37 49 59 73 288 - 29 .33 40 50 _ d.=a�. e 300 - 32 53 300 - 29 34' 50 300 32 36 48 -58 72 294. 28 33 39 49' CU 306 28 33 49 �.5 ;B 306 - 31 52 306 31 35 47 56 71 300 32 38. 48' p .312 - 30 51 312 32 48 312 31 35 46 55 69 306 - 31' 38, 47 y 318 32 48' �305 i 324 29 49 324 31 47 312 31 37 46' ,�.a F 330 29 48 330 31 46 ow =a 336 28 47 336 30 45 342 46 342 - - 29 44 A 354 455 4 354 28' 43 '28 'A 348 43 3 360 42 360 44 12--- 11 10 9. 8. 7 - -- ,6 S, - - -- 4- 3. - 2....__ _ I 12 II IU 9 8 7 b 5 4 3 z JEFFREYC R ikimPt6p� • ALUMINUM & STEEL TABLES I'mBUIIDBEKSAMMYBRAND: '��;f111,,,, HS t H 1---- I/4"SAMMY 1 A"TEKS I 1/4"TEKS 1 1 4"TEKS SCREEN 16 GA Steel SCREEN 1 i8"Steel SCREEN 114"Alum SCREEN 1/8"AIUM 74 SPANS (A36) SPANS IA361 SPANS (MIN 6063-T5) SPANS (MIN 6063-751 UP TO UP TO UP TO UP TO `0�` ANCHOR SPACING INCHES ANCHOR SPACING(INCHES ANCHOR SPACING INCHES}I ('")_ 12 10 I 8 I 6 4 (in) ANCHOR SP 1COINGBNCH�S (in) 14 12 10 8 6 (in) (-12 10 8 6 4 '�` -FOR#Da. q ` �46 1133 130 11301 130 130 48 130 130I 130 130 130 48 1 127 1301 130 130 130 ,•••� �� 54 109 130 1130 1 130 130 48 130 130 1130 130 130 54 130 130 130 130 130 54 130 130 130 1301 130 54 11131 130 130 1301130 ( "11 60 198 118 1130 130 130 60 130 13D 130 130 130 60 1102 122 1 130 13 130} ""' }l"'P G 60 130 130 1 130 130 130 — G 66 ; 89 107 130 ! 130 130 66 130 130 130 130 130 66 192 111 1130 13 130 �? 72 1 82 98 123 ! 130 130 _ 66 130 1130 130 13 130 s 73 130 130 130 130 130 72 130 130 1130 130 130 72 1 85 1 102 117 130 130 78 76 ! 91 114 ! 130 130 78 130 130 130 130 130 78 i 78' 94 1117 130 84 70 184 105 130 130 78 ! 1301 130 130 130 130 84 130 130 1 130 130 130 84 1 73 87 ! 109 130 130 1 1 90 66 79 98 ; 130 130 84 122 130 130 130 130 W^ 90 114 130 130 13 130 90 130 130 130 130 130 90 168 81 102 130 130 1 ( 96 , 62_. 74 92 1,23..__130- 96 107 125 130 130 130 96 130 130I 130 130 130 96 64 76' 95 127 130 �i l02 58 64 87 1 116 130 102 i 101 118 130 130 130 102 130 13 130 130 130 102 160 72 190 120 130 1 F �.__108.__55 66_ 82 1_109 130 708 95 1 I 1 130 13D 130 108 130 130 1 130 130 130 108 1 56 68 185 113 130 .w „a F 114 52 62 78 1 104 130 714 1 90 105 126 130 130 114 130 130 1130 130 130 114 153 64 80 lOZ 130 {/, 120 49 59 174 96 1 130 12D ' 86 100 1,20 130 130 120 130 130 130 130 130 120 1 51 61 1 76 102 130 126 47 56 4 70 94 130 126 1 82 95 114 130 130 126 126 130 130 130 130 126 1'48 58 173 97 1.130 U ve 132 1 45 54 1 67 1 89 1 130 132 120 130 130 130 130 132 ! 46 55 1 69 92 330 136 ! 43 51 { 64 1 86 128 132 11 78 _91_-109 130 130 Z > 138 175 87 lOd 130 13D 138 115 130 130 130 130 138 144 53 66 88 130 7144 41 49 162 182 ! 123 144 110 128 130 130 130. 144 1 42 51 64 85 127 IF 150 139 ! 47 f 59 1 74 118 144 71 83 100 I 130 150 10& 123 130 130 130 150 141 49 41 81 122 W 150 69 80 96 12 130 ' E 156 30 145 57 176 114 ! 756 66 77 92 115 130 156 102 118 1130 130 _130 _ 156 ! 39 47• 59 78 117 Q J E 162 13b { 44 55 73 104 162 48 114 130 130 130 l62 38 45 156 75 113 !- --6 44 ----73 I 1% 1 63 74 89 1 111 130 N w 1 768 135 42 53 70 105 168_ 94 I10 __130 130 130 168 136 44 54 73 109 166 61 71 86 10 130 I 174 9l 106 127 130 130' 174 35 42 ! 53 1 70 t05 = H g y 1 174 1 34 41 51 i 68 102 0 174' S9 69 83 103 130 Q o I 180 133 39 49 166 98 I 186 88 99 1119 130 130 186 1 34 41 1 51 68 102 m `z = 180 57 67 -80-1 100 130 Z r m 186 32 38 48 V 63 95 192 85 99 114 130 130 786 ! 33 34 49 66 98 _ _186 155 65 77 1 97 129 w c ! 192 131 37 46 160 60 192 60 60 1 60 60 60 198 132 38 148 160 60 I- . z 198 130 3d 45 60 b0 1 192 1^54 60 60 160 60 lyg 60 60 60 60 60 198 131 37 46 60 60 p n < Z 198 1 52 60 60 160 60 �, p 204 _' 29 35 43 58_ 60 204 50 59 60 16D 60 204 60 60 160 60 60 204 1 30 36 145 60 60 Q m z p 210 28 34 42 96 60 410 49 57 60 6160 0 60 210 60 60 1 60 60 60 _ 210 ! 24 35 1 44 58 60 3 216 33 41 56 60_: 216 60 60 16D 60 60 216 28 34 1 42 5'6 60-1 N 216 148 56 60 160 60 222 60 60 60 60 60 222 { - 33 1 41 55 b0 222 i - 32 40 53 60 I t__� __ 228 1 31 39 52 60 I W 54 60 60; 60 228 60 60 'I .60 60 60 228 32 140 53 60 234 ! 1 30 1 38 50 60 1 53 60 60 60 234 60 60 60 60 60 234 31 39 52 b0 I 240 I - 130 f 37 49 60 51 60 6D 60 0 240 60 60 60 60 60 240 30 38 51 60 246-_I� 29,I 36 48 60 SD _60 60 60 246 60 60 b0 60 60 246 30 37 50 60 N j 49 59 60 60 252 60 .60 60 60 60 252 - 29 1 36 48 60C 252 1 28 1 35- 47 (60 C 258 134 46 1 60 48 57 60 60258 60 60 1 60 60 60 258 _ 28_ 35 47 60 47 56 60 60 264 60 60 160 60 60 264 - 35 46 60 "'264 1 34 45 60 45 55 60 60 ¢ o o W 270 1 33 44 11 60 270 59 1 60 1 6D 60 60 270 34 45 60 276 32 43 60 270 38. 44 53 60 60 0 =o g ; .276 57 60 160 60 60 I 276 33 44 60 282 I 131 42 ! 60 276 ! 37 43 52 60 60 282 56 60 1 b0 b0 60 Z82 32 43 60 c o a 282 ! 36 43 51 60 60 288 155 60 ! 60 60 60 288 288 31 41 1 60 288 1 36 42 50 6D 60 (---— —(— -— —(— 32 42 60 294 - 30 40 i 60 1 294 54 60 160 160 60 294 1 - 31 41 60 8 300 30 39 ! 59 294 35 41 49 60 60 300 53 60 60 60 6- 300 ^)_-30 41 60 U _ 8 300 34 40' 48 6D 60 I �-- 306 29 39 1 58 I 306 134 39 47 59 60 306' S2 160 60 60 60 306 1 - 30 40 60 �i o g 1 312 28 1 38 ( 57 I 312 51 59 1 60 60 60 312 29 39 59 Z= z 312 1 33 38 46 58 60 318 50 58 160 60 60 318 1 - 29 38 58 o 318 I37156 IaoW 324 _ i 36 1 55 _318 32 38 45 57 60 I` ii 324 49 57 160 60 60 324 28 38 56 330 i - 1 36 1 54 324 32 37 44 56 60 _ 330 48 56 60 60 60 330 37 55 0 330 131 36 44 55 60 0 W 336 , - - _ - _ 35 {_53_ 336 1 31 36 43 54 60 336 47 55 1 60 60 60 336 - - 36 54 342 i - 1 35 1 b2 342 130 35 42 53 60 342 46 54 160 b0 d0 342 ___ 3- 53 A 348 - 1 - I 34 1 51 1 348' 146 53 60 60 60 346 - - 35 53 �� A 348 M 30 34 41 52 60 354 45 52 160 60 60 354 _ 34 52 360 1 33 1 49 33 1 50 ( - 354 29 34 41 51 60 360 44 51 60 60 -60- 360 - 34 51 360 29 33 40 50 60 12 11 10 4 8 ! 6 5 4 3 2 1 12 II - IU -y 6- - -5, 4- 3 2 1 'JEFf.REY�C.FRI TIr�.E: I EARTH TABLE EARTH ANCHOR 7r`4NT H; NOTES: Y I6lfif{A�'� 30"X 1/2','Shaft X 4°Helix. I)Use when soil conditioru.are visually identified to be loose to medium dense'sand(Soil Class 4A) 2)Use when soil conditions are mechanical) identified to be Soil Class 3. '8097¢1 SCREEN SOIL CLASS 4A y _ y 3 #c MEDIUM DENSE SAND- 3)Use Soil lass 3:-r plates are used Bence conditions are visually identified to bg loose fomedium dense_sand'(Soil Class 4A) IIALD LYM.oTGMAP.F.SGL - SPANS a)Soil Class 3:24.39 blow count device or.351-550 oiorque probe � � --0-• ®; L f; UP T)O ANCHOR SPACING(INCHES) b)Soil Class 4A: 18-23 blow count device or 276-350 a torque probe u0 ., i� zr 24 1 24 2 24 3 48 130 130 130 ,G 54 130 130 130 :G' 60 130 130 130 R 66 127 130 130 72 117 130 130 78. 108 130 130 fir V 1 -, 84 100 129 130 90 93 120 130 e j 96 88 113 130 5 e F 102 82 106 130 ='F' 108 78 100 130 An - 114 74 95 126 120 70 90 120 U 1 126 67 86 114 132- 64 82 1 109 Z 138 61 78 1 104 v) 144 58 75 100 150 56 72 96 W E 156 54 69 92 z IE 162 52 67 89 VV)) w ' 168 50 64 86 w N io N. I 174 48 62 83 :� o W,,_: -180 47 60 80 m' _ 186 45 58. 77 Z w f a _ 192 44 56 60 F-. g a a t r :z I ' O , 198 42 55. 60 < a.'0 a In .z ' �D 204 41 53 60 Q z �PI 210 40 51 60 216 39 50 60 V) W x. 222 38 49 60 228 37 47 60 �, U 234 36 46 60. 0 240 35. 45 60 t— 246 34 44 59 v) IC 252 33 43 57 1C;' 258 33 42 56 264 32 41 55 ~ ;Z T 2,W 270 31 40 53 0 In z 276 30 39 52, o .2;o o 282 30 38 51 3 a 288 29 38 :50 '.�gi m 294 29 37 49 � d z,�.W. ;B 300 28 36, 48 3 306 - 35' 47 �'C o' 312 35 46 12, 318 - 34 45 �ow� 324' 33 44 z o w1R a 330 33 44 Q' 336 .32 43 . 342 32 42 A 348 - 31' 41 354 - 31 4.1 �A' 360 1 1 30 40 3 0 12. 1I` _ IU 9 - 8 - 7- 4- THE PERMIT GROUP BILL PER JOB SHEET Client- X► Job Name/Number Job Address- 2122 5&—kw MA. Muni - QIL) Permit#- M2-oc)-7,1-1CTd-7 DATE SERVICE PRICE 30-A b I -�Gw►� c- i r` I, PRECAST WALL SYSTEMS, INC 1888 NW 22nd Court,Pompano Beach,FL 33069 Tel:954-973-8488 Fax:954-973-7772 Letter of Transmittal: To:Rebecca Date: 7-19-19 Re:Pleasantville Permit Application No nate CoDp-srtrinfinn- 1 7-19-19 5 Site plans,surveys 170C 6;gen 6 wall&calculations signed and sealed 2 7-19-19 1 Permit application NOC 3 7-19-19 1 4 7-19-19 1 Check for submitting$236.40 Plisse are transmitted as clucked below: For Approval Approved as submitted Approved as noted Foryouruse Returned for corrections Forpermitting Asreqursted Forreeiewandcomment Remarks: Mary Lou Stiles- Manager