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HomeMy WebLinkAboutProduct approvals a t� �. z��:,wyYIG. 1, 1h 1 f C�.@ fqf- .�u� 4 com( t�-�� __� � �.. �-.,•,.�.:.; - Jz BCIS Home Log In j User Registration I Hot Topics Submit Surcharge Stats h Facts Publications Contact Us BCIS Site Map Unks Search f olid? dD""",r @Product Approval USER:Public User Product ApProval Menu>Prodpct or Anplication Search>Application List>Application Detail FL.# FL11291-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D.Rist Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (561)322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Jeffrey C.Friant,P.E. the Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Trevor Johnson,P.E. Validation Checklist-Hardcopy Received I Certificate of Independence FL11291 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 ASTM G154 2016 ASTM G155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R8 Eauiv Eouivalent Product Standard Certifi ate pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/21/2019 Date Approved 12/10/2019 SummarV 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 Il DwQ.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 Ddf limitations. FL11291 R8 AE Fire Testina and UV Eval Ddf Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine It you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: c_Lkd Credit Card Safe - r pSS 12_ . . 11- 10 9- H 7 6 _ _ 5 _. .4'. 3_ _ Z__ 1 - ---_--- - -- ----- -- - - ------ ---- _JEFFREY C,F- TIPiz.I - - STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH .H, THE FLORIDA BUILDING CODE SIXTH EDITION(20171 AND 20151NTERNATIONAL BUILDING '• •���' FOR USE INSIDE-AND OUTS.IRE_T_HE-HI_G.H_V._ELOC.IT_Y_HURRI_CAN_EZON.E CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY.HURRICANE ZONE PER ASTM E330,E1996,E1886,AND M-D TAS 201,202,203 TESTING STANDARDS. =_ 2. THESE'1NSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED. o_Yw Aa GiNAI P.E.SEAL`• FOR THE SAME PRODUCT APPROVAL. ®• pSS -,- �' STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO 33-1/3w INCREASE IN ALLOWABLESTRESSHAS BEEN USED INTHE DESIGNOFTHIS %-� F `,P•'? SYSTEM.WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR L•.•�,,pp,,R�.a V STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN q, DESIGN. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FORdHE USE WITH THIS SYSTEM G VLT-ULTRAVISUAL LIGHTLIGHTTRAMSCE 0.11 0.70 0.17 0.14 0.09 SHALLBEDETERMINED PER SEPERATEENGINEERING INACCORDANCE WITHTHE UVi-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.17 0.14 0.12 0.06 0.07 , SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.10 0.09 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE VLR-VISUAL LIGHT REFLECTANCE 0.07 0.53 0.76 0.44 0.72 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY,VALUES LISTED HEREIN FOR ANY h SSR-SOLAR SPECTRUM REFLECTANCE .0.04 OA6 0.19 0.42 0.17 ASSEMBLY AS SHOWN. �►w i6 SHGC- SOLAR HEAT GAIN COEFFICIENT 0.17 0.25 0.17 0.17 0.14 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED_ V!■ :y i SHGC REDUCTION78% 67% 78% 78% 829E BY 1:5 SAFETYFACTOR. SHGC PROPERTIES TESTED TO:NFRC 201 -2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY 6. THE SYSTEM DETAILED HEREIN IS GENERIC;AND DOES NOT PROVIDE INFORMATION FORA. HOT BOX METHODS AND UTILIZING CLEAR.INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS g DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE s- OPTICAL PROPERTIES TESTED TO: SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS'DOCUMENT. F ASTM E 972/ASTM E 1084/ASHRAE 74 /NFRC 202 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN 10%. F. TESTING BY:ARCHITECTURAL TESTING.INC..FRESNO,CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,SCREEN WHAT IS SHGC? PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS.TO MEET BUILDING "ENVELOPE REQUIREMENTS. °8 A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE 1 IS THE MAXIMUM AMOUNT OF SOLAR HEAT '8. PERMIT HOLDER SHALL VERIFY THEADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND U GAIN THAT CAN COME THROUGH A WINDOW AND O IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT SUPERIMPOSED.LOADS. Z = _ 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: WHAT IS VLT? 9.1 SLIDE TRACK AND STRAP/BUCKLE:1-1 SPAN=I WPSF DESIGN PRESSURE AND 'w 16-26FT MAX,SPAN=60PSF DESIGN PRESSURE 0 E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 9.2 ROLL DOWN TRACKS:1-16FTSPAN= 13OPSF DESIGN PRESSURE AND>16.3OFTMAX. i AND I.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYUGHTING. SPAN=6OPSF DESIGN PRESSURE f- 9.3 GROMMETS:192"MAX.SPAN=60PSF DESIGN PRESSURE N' m 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1;9.2.&9.3 ABOVE. N.v; EVALUATION EVALUATION BASED ON: I1. PANELS SHALL BE PERMANENTLY LABELED WOH_MINIMUM OFONE LABEL PER PANEL p REFER TO TABLES CONTAINING THE FOLLOWING MINIMUM INFORMATION: Z d'} _ FENESTRATION TESTINGLABORATORY,INC. FOR ALLOWABLE STORM SMART INDUSTRIES,INC. . 6182'IDLEWILD STREET,FORT MYERS,FL,33966 F_ LAB.No. 8441 LAB.No. 7590DESIGN PRESSURES FL PRODUCTAPPROVAL NO.FL11291 �'F�j N, Q .z D PROJECT No. 15-5893 PROJECT No. 13-4387 OPENING NO.0 S FILE No. 13-890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS Q - z D; APPLICABLE:ALL SCREENS ARE ALLOWABLE FOR TWO OPPOSRESIDEATTAGHMENTS WITH L o 3 LAB.No. 8440 LAB.No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ,ZONE4,MIAMI-DADE N w 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. 981813. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONSORw PROJECT No. 13-4387 PROJECT No. 17-7449 PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. O u FILE No. 13-890 WIDTH/DIAMETER:2.5'+/-0.10' 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. 0 THICKNESS:0.050"+/-0.01W N C LAB.No. 6026 LAB.No. 9834 MATERIAL:ACETAL HURRICANE BARRIER !c, PROJECT No. 09-1664 PROJECT NO. 17.7543 POLYPROPYLENE MONOFILAMENT WOVEN INTO a - FILE NO. 09-665 BASKET WEAVE DESIGN: LL p o= W BLACK.WHITE.BROWN IBLK&IAN), ¢' �' zQ F-D '�i ! LAB.No. 9836 LAB.No. 9835 STRAP SPECIFICATIONS: B°NEIW"'&TA"•GRAY BLK&W"" .o s TYPICAL ROLL o = o PROJECT No. 17-7543 PROJECT No. 17-7449 MECHANICAL PROPERTIES TEST METHOD6CPF VALUE o r PATTERN:X100-1000 MD CD _ LAB,'No. ..___9742 LAB.No. 9765 GRAB TENSILE STRENGTH ASTM 04632500 > 'm - _ WIDTH/DIAMETER:1.875"+/-0.063' 550 - -. PROJECTNo. 17-7199 --'---- PROJECT No:'--17-7449- - - �,a- THICKNESS:0.050"+/=0.010" --"�-- TRAPEZOID TEAR STRENGTH ASTM Dd533� 200. �250 --- � AVERAGE BREAK STRENGTH:6000 LBS MULLEN BURST ASTM D3786 750 = ?_a w B LAB.No. 9833 LAB.No. 9647 MATERIAL:POLYESTER PUNCTURE STRENGTH ASTM 04833' 200 U y z m IB; PROJECT No. 17-7543 PROJECT NO. 17-7199 AIR FLOW ASTM D737 175 3 PERCENT OPEN AREA COE-02215 5 ��LAB.No. 10348 LAB.No. 10347 �UV RESISTANCE IQUVI ASTM G154 70RETAINED PROJECTNo. 18-8274 PROJECT No. 18-8274 SEWING: z 'Percent Open Areo¢pMARV. HETI(HURRICANE ENGINEERING&TESTING,INC.) T138 POLYESTER THREAD(FOR ALL SPANS @+/-13OPSF) PHYSICAL PROPERTIES TEST METHOD UNIT TYPICAL VALUE REPORT NO.174301,174302,174303,174304.&17-F305 2400/2640 PTFE THREAD(FOR SPANS UP TO 16&+/-130P SF) GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON SHEET 2. WEIGHT ASTM 05261 OZ/YD' 9.7 A' THICKNESS ASTM D5199 'MIL 21 A _._................_......._......_.__._...--.._._..._.._............_.._.._.._.....__..._.........._._.__._..._...._...._....._.._...___..........._.- CONSTRUCTION EPI/PPI 60X 63 ` I FIBER CONTENT 1'DDT PP 3 12 1 I 10 Y 8 ! 6 5 q -- - ----2:--- -- - -- . 12 11 10 9 8 — - 6- - - 5 .. ---4 - ____3 - 2 JEFFREYC'.F -- — - --- -- ----- - ------- - --- -- — -- -..- 11PliT� APPROVED EDGES H' STITCHING DETAILS STANDARD.HENh. _ a974' --LASER CUT EDGE SPAN DIRECTION-SCALE:N.T.S. / PANEL _ "�� A E.oru. : ^ i � �pF' r A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED 0.334"NYLON CORDING OR 1p ) p •C`�`` FOR SPAN DIRECTION EDGES. 7.5MM PVC CORDING ''-'�� 4•• ���; NYLON LUFT TAPE SPAN DIRECTION EDGE:NO HEM G DISTANCE BETWEEN ROWS OF I'U IN STITCHING FABRIC I I IST G1 STITCHING MAY VARY.STITCH PATTERNS 2"PANEL'HEM DISPLAY REQUIRED NUMBER OF STITCH BFFOLD WELD PANEL ROWS SHOWN,MINIMUM. C ,,A za 0.25" 0.25' W V, I . 1.73' .SPAN DIRECTION HEM;2 ROWS OF STITCHING .7'PANEL HEM ;FI F 01-FOLD WELD PANEL - BI-FOLD:W/DOUBLESTITCHING Z = STRUCTURAL HEMS w j, E 'NYLON CORDING OR !El! 7.5MM PVC CORDING STRAP,LOOP,BUCKLE STRAP NYLON LUFT TAPE g' 3 1/2'LOOP HEM PANEL Q 1.500" 1.500" /� O'� � a /-- FABRIC / 'Z .P > 1 0.250" 0.3755.1 1 STITCHING (Y O n N Q z D 2"WIDE SEAT BELT _ Q WEBBING LOOP 7'LOOP HEM FIXED STRAP/LOOP N.. „"I.D.03 GROMMET 7'LO2P HEM C = < < 1.25" 1.25' /—PANEL PANEL' PANEL V ALTERNATE FIXED STRAP/LOOP _ o STITCHING c SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL c STRUCTURAL ATTACHMENT FOR LOOP: STRUCTURAL ATIACHMENT FOR LOOP: 'P OPTIONALH EM 131 ROWS STITCHING&BOX STITCH 131 ROWS STUCHING&BOX S1UCH Lu W STRAP,LOOP, o` o 0 PANEL ' BUCKLE/STRAP OR zo a 1.50Q 3 117'STRAP HEM f" 1:500' FABRIC LUFT TAPE B UZS_ z m IB, STITCHING __ 2"BI-FOLD =y z OREQUAL 3� �o.Ws 31/7'BUCKLE HEM 31/2"STRAP HEM STRAP 'I'T'• �.,p Zi '^ LS H A PANEL 7'B1 FOLD A- STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR[QUAL (3)ROWS STITCHING MIN.&BOX STITCH 0 EACH HEM -. .. 12 11. 10 - - - 9 8 7 6. 5._.. -- ..-4- - 3 -- —-- =----- --- -- _ - JEFFREY C.FR ANT P.E. - H TABLE 1 RESULTANT LOAD(PLF) Q9•,}�; PARALLEL TO WIND LOAD o.6yy 974 = VlL Nl OP�CWAL P.E.SFAI.! Span DESIGN PRESSURE(PSF) =�. 'MLATE OF -. 30 40 50 60 70 75 80 .90 100 110 120 130 ' 0% . O R 48 115 149 187 226 259 278 298 336 370 408 442 480 54 125 211 250 .293 312 336 374 418 456 499 542 IHI � G 60 139 235 278 326 346 370 418 461 509 '557 .600' m ,G 66 154 206 254 307 355 384 408 461 .509 562 690 662LL 72 168 226 278 336 389 418 446 499 557 610 667 720 m 78 182 1 240 302 360 422 1 451 480 542 1 600 662 .720 782 a 84' 197 259 326 389 456 485 518 '581 648 710 778 840' 90 211 278 350 418 485 518 557 624 691 763 830 898 96 226 298 370 446 518 557 590 •667 739 811 883 960' 102 235 317 394 470 552 590 629 706 782 864 941 1018 1. 1- 108 250 336 418 499 581' 624 667 749 830 912 994 1075 N s IF; _ 114 264 1 350 442 528 61.4 658 701 787 874 960 1046 1138 120 278 370 1 461 557 648 691 739 830 922 1013 1104 1195 126 293 389 485 581 677 725 773 869 965 1061 1157 1 1253 U 132 307 408 509 610 710 763 811 .912 1 1013. 1114 1210 1 310 1 2- 138 322 427 533 638 7441 797 850 955 1056 1162 1267 1373 _ 144 336 446 557 667 773 830 883 994 1104 1214 1325 1430 t/j 150 350 461 576 691 806 864 922' 1037 1152 1262 1378 1493 Lun E 156 360 480 600 720 840 898 960 1075 1195 1315 1435 1550' w E! 162 374 499 624 749 874 936 994 1118' 1243 1363 -1488 1613 � 168 389 1 518 1 648 778 902 970 1032 1162 1286 1 1416 1546 1670 174 403 538 1 672 802 936 1003 1070 1200 1334 1469 1598 1733 h y o a:'. 180 418 557 691 830 970 1037 1104. 1243 1382 1517 1656 1790 w z 186 432 571 1 715 859 998 1070 1142 1286 1426 1570 1709 1853 Z 3' a �' 192 446 590 739 888 1032 1104 1181 1325 1474 1618 1762 1906 H a m ,o; i 198 461 610 763 912 Q' ° OL"'v ¢ zl : D 204 470 629 787 941 Q m _ z D. 210 485 648 806 970 �. z 3 216 499 667 830 998• L0 ffi 222 514 682 854 1022 _ 228 528 701 878 1051 Ty.=PERPENDICULAR LOADS T=SCREEN TENSION u 234 542 720 898 1080 (EITHER DIRECTION)' 240 557 739 922 1104 0 0 246 566 758 946 1133 i 252 581 778 970 1162 258 595 792 994 1190 C, 264 610 1 811 1013 1214 Tx=PARALLEL LOADS � N g-M w 270 624 8 0 1037 1243 ¢ a o W 276 638 c850 1061 1272 o i LL o 282 653 869 1085 1301 3 o a -288- - 667 888 1104 1325 1 -t —— -- ----- —294— 677- 902 1-128 1354NZ - _ m__' B 3300 06 706 942 1176 1152 1382 LOADS ON EXISTING .STRUCTURE 6 =w 16. 312 720 960 1200 1435 o $ 318 734 979 1219 1464 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS a 324 749 998 1243 1493 Z o W 330 763 1013 1267 1522 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK,GROMMET,AND' ci 'p 336 778 1032 1291 1 1546 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE: �' 342 787 1051 1315 1574 348 802 1070 1334 1603 A 354816 1090 1358 1627 A' 360 830 1104 1 1382 1656 --12 11 - - 10_. -.-9 8 7. 6 _5 4 3 :2' 12 11, 10 . 9 8. _ 7 6 - 5- 4- 3 JEFfR QffRlppl�P E _- - -2 T _ l TABLE 2 H RESULTANT LOAD(PLF) PERPENDICULAR TO WIND LOAD 74 Aioomv AH CRIGiNAIPA SEMI _ Span DESIGN PRESSURE(PSF) f� 30 40 50 60 70 75, 80 90 100 110 120 130 48 24 C 64 .72 BO 80 88 104' 112 128 136 54 24 32 1 48 56 64 72 88 104 112 128 136 G 60 40 24 48 56 64 72 80 88 104 112 128 144 n .G 66 24 48 56 64 72 1 80 88 104 112 128 144 . 72 24 32 _48 56 64--.----- 72 80 __. 88 104 112 136 .1'68 5, 78 32 40 56 64 80 88 96 112 128 144 .168 200 84 40 60 80 100 120 130 140 170 190 220 250 -300 90 50 60 90 110 1 130 150 160 190 1 230 260 '300 340 96 50 70 90 120 _ 150 _ 170 180 _220 260 300 340 390 L r 102 50 80 100 130 170 190 210 '250 290 340 390 430 I F 108 60 1 80 110 150 190 210 230 270 320 380 430 480 ,F 114 60 1 90 120 160 200 230. 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 1 290 350 420 490 570 610 U 132 70 110 150 200 250 280 1 310 380 450 530 610 660 Z > 138 80 120 160 210 1 260 290 320 390 460 540 630 _680 144 80 120 160 220 270 300 330 400 480 560 640 700 V) °C 150 90 130 170 220 280 310 340 410 490 570 660 720 U-I E 156 90 130 1 180 230 290 320 350 430 500 590 670 740 x 'El 162 90 140 180 240 300 330' 360 440 520 600 690 770 1- ru 168 100 1 140 190 250 310 .340 380 450 530 610 710 790' N w, o I 174 100 150 200 250 320 350 390 460 540 630 720 810 = h H �' LL 0 o.� 180 100 1'50 200 260 330 360 400 470 550• 640 740 830 w.m �z .= i 186 110 160 210 270 330 370 410 480 570' 660 750 850 Z w P ? 192 110 160 220 280 340 380 420 490 580 670 840 1010 f- 'P ¢ o 198 120 1 170 230 '290 Q' ° ,N < z D 204 120 180 240 300 Q m' z p; 210 130 180 250 310 3 216 140 190 260 330 V w 222 140 200 1 270 340 _ 228 150 210 1 280 350 Ty=PERPENDICULAR,LOADS: T=SCREEN'TENSION 234 150 220 290 370 (EITHER DIRECTION) u 240 160 220 300 380 .0 o 246 160 230 310 390 F- C 252 170 1 240 320 400 C 258 180 250 330 420 �/ o 264 180 260 340 430 Tx=PARALLEL LOADS Lu. o o i f.w 270 190 260 350 440 < o.w 276 190270 360 460 282 200 280 370 470 3 o a 288 200 290 380 480 -- - —294--- 210--- -300 - 390 490 B 300 220 300 400. slo LOADS ON EXISTING.STRUCTURE Z'Wm ,B, 220 306 . 310 410 520 312 230 320 420' 530 8 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS a= 318 230 330 430. 540 N 0 8 324 240 340 440 560 z o.N 330 240 340 450 570 NOTE:SIDE RAIL SECTION SHOWN,SLIDE TRACK,GROMMET,AND 336 250 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. ,0 ijj G N 342 260360 470 600 348 260 370 480 610 A 354 270 1 380 490 1 620 A; 360 1 270 1 380 500 1 630 /� 12 11 -10 9' - 8 7 6 5 4- 3 2 �`f 1.._.. 12 11 IU 9 - 8 7 6 5 - _ 4 3_ "2 -1 -- -- -- - ------ -- - ---- JEFFREY._MIA4 q PIEj�! I - -- R Nl H TABLE 3 MINIMUM SEPERATION FROM GLASS(inches) ADD 1"FOR MIAMI-DADE HVHZ 99 YLV Span DESIGN PRESSURE(PSF) s _ ' (In) %�� 0 30 50 60 70 75 80 90 100 110 120 130 45- 48 3.0 3.1 3.3 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 '''', `1( E \\`' 54 3.0 3.2 3.3 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 till m" �'. G 60 3.0 3.3 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 n A 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 V a 72 3.0 3.1 3.3 3.4 3.5 3.6 3.6 3.7 3.9 4.0 4.4 4:8 w° 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 90 43 4.7 5.1 5.4 1 5.8 6.0 6.2 6.6 7.0 7.4 7.7 8.2 m 96 4:7 1 5.2 5.7 6.1 6.6 6.8 7.1 7.5 8.0 8.5 9.0 9:3 102 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,-A 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 YJa 'F' 114 6.0 6.7 7.5 8.2 8.9 9.3 9:7 10.4 11.1 11.9 12.6 12.7 va - 120 6.4 7.2 8.1 8.9 9.7 10.1 10.5 11.3 12'.2 13.0 13.8 13.8 126 6.8 7.7 8.7 9.6 10.5 10.9 11.4 12.3 13:2 14:1 15.0 1.5.0 U 2 132 7.3 8.3 9.3 10.3 11.3 11:8 12.3 13.3 1 143 15.3 16.3 16:1 Z 138 7.7 8.7 9.7 10.7 11.7 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 14.1 15.1 16.1 17.1 17.1 Vj °5 150 8.5 1 9.5 10.5 11.5 12.5 13.0 13.5 14.5 15.5 16.5 17.5 17.7 Lu E 156 8.9 1 9.9 10.9 11.9 12.9 13.4 13.9 14.9 15.9 16.9 17.9 18.2 ;EI 162 9.3 10.3 11.3 12.3 13.3 13.8 14.3 15.3 163 17.3 18.3 18.7 F- I 168 9.7 10.7 11.7 12.7 13.7 14.2 14.7 15.7 16.7 17..7 18.7 19.3 � � LL $ N. 174 10.1 11.1 12.1 13.1 14.1 14.6 15.1 16.1 17:1 18.1 19:1 19.8 � v o � 180 10.5 11.5- 12.5 13.5 14.5 15.0 15.5 16.5 17.5 18.5 19.5 20:3 o.W C6 rz 186 10.9 11.9 12.9 13.9 14.9 15.4 15:9 16.9 17.9 18.9' 19.9 20.9' Z 192 11.3 12.3- 13.3 14.3 1 15.3 1 15.8 1 16.3 1 '17.3 1 18.3 19.3 22.2 ..24.9 '� z 198 11.9 12.9 13.9 14.9 1 rzg'gyp ^rj ¢ Z i 204 12.5 13.5 14.6 15.6 Q m LL o D 210 13.1 1 14.1 15.2 16.3 .:z 216 13.7 1 14.8 15.9 17.0 V) w' 222 14.3 1 15.4 16.5 17.6 C = 228 14.9 16.0 17.2 18.3 G 234 15.5 16.7 17.8 19.0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS u 240 16.1 17.3 18.5 19.7 OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT Q O 246 16.7 17.9 19.1 20.4 GLAZING- ARE NOT WIND ZONE 4 OR ARE NOT-WIND ZONE 4 O F- 252 17.3 18.6 19.8 21.0 ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES DO C C 258 17.9 19.2 20.5 21.7 NOT REQUIRE SEPARATION 'SCREEN NOT REQUIRE SEPARATION a 264 18.5 19.8 21.1' 22.4 FROM GLAZING. - FROM GLAZING; LU 2 0 270 19.1 21.8 23.1 ¢ o w 276 19.8 21.1 22.4 23.8 Q "o LL z 282 20.4 23.1 24.4 DEFLECTION MUST BE �E O ori 288 21.0 22.3 23.7 25.1 MEASURED AT PANEL DEFLECTION MUST BE ¢3 0 --- -- -- --294- 21.6- - 23.0 24.4 25.8 MID-SPAN. SEE TABLE, MEASURED AT PANEL �' c 300 22.2 23.6 25.0 26.5 ABOVE FOR MINIMUM `MID-SPAN. SEE TABLE SEPARATION FROM GLAZING. ABOVE FOR MINIMUM = � a m B; 8 306 22.8 24.2 25.7 27.1 U 312 23.4 24.9 26.3 27.8 SEPARATION FROM GLAZING: z 318 24.0 25.5 27.0 28.5 SCREEN 324 24.6 26.1 27.7 29.2 Z o c 330 25.2 26.8 28.3 29.9 DEFLECTION DIAGRAM DEFLECTION DIAGRAM " 2 336 25.8 27.4 29.0 30.5 �. ° x 342 26.4 28.0 1 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 1 33.3 12 11 10 9 8 7 6 5 - 4 _ 3-_ 2- 12 11 10 ) 6- 5 4 _ _ - .. _3 - -- -- 2. 1 -. . ----- -- ----- - - -- - - - - --- _ __ ,JEFfREY6.FR ���II1T P.E. H I.2 1/0.0 ALUM.POP RIVETS jlYP) 6 GEAR PLATE OR ALUMINUM HOOD BACK MOTOR BRACKET i"® �L6.�9�4. �'•(�T= ROLL FORM..040•AI UM. / �- OP ENTRY AE ''* z K.M P.E..SFAI RAIL GUIDE �.�1 a _A e F' SIDE RAIL MSY] A 2'x 2'x I/B'ANGLE ATTACHED / �'%F -Q••1 pm• C�/���� AT 24"O.C.M, G /" GEAR OR 'AK' I/B'O ALUM.POP RIVETS ITYPI DRIVECAP TUBULARM010R ///LL IIdil FTLLI,G ALUMINUM BOX COVER STYLES' = 1.3 STEEL OR ALUM.TUBE 60mm OR,._ O ROLL-UP SCREEN INSTALLATION-SCALE MIS. i��, ✓eZ 7 60-OR 70- ' z BEARING PLATE OR N STANDARD OR IDLER SUPPORT ADIUSraILEPI vor j f�(/ UP TO TOO L65 SCREEN WEIGHT WITH: A� i O 4'i014"CAST SIDE PLATE 13)5/16"TAP ON OR Ij iq z114 v i u10x3/4"fEKS ITYPI• 13)I/4"0x1"SM$ W TOP ENTRY ALUMINUM HOOD FRONT S F RAIL GUIDE-� SIDE RAIL ROLL FORM.040'ALUM. D � Q„�ig !F 010x3/4'1EKS(TYPI -_ 1 SCREEN UP TO 350 LBS SCREEN WEIGHT WITH: U �Do"OM OAR 1415/16"0TAPCONS OR' Z > (6)I/4"0x1"SMS - 91i PLASTIC TRACK GUIDE N 3607MA%.SPAN WIDTH _I Lu E ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL � J 'E' ROLL-UP SCREEN SINGLE PANEL-ELEVATION • ROLL-UP SCREEN INSTALLATION-N.1.5. LIFTED 200 Ld SCREEN WEIGHT WITH: 'N w TYPICAL SINGLE SPAN UP i024'.0'INSTALLATION-N.i.S. 0! LL, 4)5!16"p'TAPCONS OR D ( y �_ LL � (4)1/4"05x1"$M$ •Q .N > t 1.2 Z � D MOUNTING BRACKET SHAPES z DI ROLL-UP SCREEN INSTALLATIONS-N.T.S. 3 0. K = i U ALUM-MULLION BUILD-IN OR BUILDOUTE%IS TING STRUCTURE, O O z 4 I-3 C 7 7 CI Z P 6 . Iw- COV z E O .. . Q .Q Q.=0'A r Z Q' =OuY Z I :E _ SEEBRACKEI rASIENER SCHEDULE THIS SEE BRACKET FASTENER SCHEDULE THS Z m SHEET FOR FASTENER SUE AND QUANTITY SHEET FOR FASTENER SIZE AND OUANTITY - - -- --0--- >.Q�-w-•-- I .. Y -d z.W imB g ----- --- - - - - - ' U �ao MOUNTING BRACKET MOUNTING BRACKET MOUNTING BRACKET T2� Nowt (SEE DETAIL THIS SHEET) ISEEDETAILTHLSSHEEII) IS EE DETAILTHIS SHEET) 'c w.tA s 360'MAX.SPAN WIDTH 0?. :4 ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION APPROVED INTERMEDIATE MUWON REQUIRED FOR WSTALLAOON-N.T.S. MOUNTING BRACKET INSTALLATION •A -ROLL-UP SCREEN-N.TS. ;A 6 12 IU - Y ti• / 6 5 _4..._... 12 11 _ 10 9. _8 7 6 5.. 4 3 JEFFREY-C.-FRIANTi P.E. INSTALL THE APPROPRIATE ANCHORS TO THE GIVEN --- ----- _ _ t INSTALL APPROPRIATE ANCHORS 114'0 SELF-TAPPING --NP 9R7 lilt, SULU1RAlEw`21'O.C.(iYP.).HEAD BOX ANCHORS Yn Yn118' AS NEEDED IO PREVENT HOUSING SMS 3'FROM EACH END ARE NOT REQUIRED FOR STRUCTURAL SUPPORT OF CONfIN0005 RI FROM SAGGING. =;TUBE BUIl0.0UT HEADER AND 24-O.C.(TYPI SVSIF.M AND(HEREFORE DO NOT FOLLOW THE ANCHOR ALUMINUM ANGLE FABRIC ATTACHED PER � H TABLE ScH[DULE: SEE SHEET FOR TUBE OPTIONS MANUFACTURER'S Tn Tni/8"CONBNUOUS SPECIFICATIONS. ALUMINUM ANGLE O.GQ974 •.•� -J•- VH ONS HORIGMAUI•.E.SEAI 'SUIIABLESUBSTRATES .•J -'O' a '�Zyy INCLUDE CONCRETE, CONCRETE FILLED CMU. INSTALL THE •✓; �z (CV``�� GROUT FII LED BLOCK, {) / APPROPRIATE [•.,� ALUMINUM,STEEL. ANCHOR5101HE I HOIIOW BLOCK, GIVEN SUBSTRATE PER ' Q EN SLV G AND WOOD. ME ANCHOR TABLES. / I FABRIC ATTACHED PER MANUFACTURER'S �IOUIINGRE VARIES WITH ROIL SPECIFICATIONS. DIAMETER.ROLLING MECHANISM Q�' SUITABLE SUBSTRATES I MAY.ALSO BE HIDDEN OR fjH INCLDECONCRETE, I MOUNTEDIN EAVE OR SOFFITCONCRETE FILLED .GROUT FILLED BLOCK,-ALUMNUM.STEEL,HOLLOW BLOCKANDWOOD. \F `SIDE TRACK GUIDE LOCATIONOUSING SIZE VARIES WITH ROLL IAMETER.ROLLING MEC HANISM- -�/ MAY ALSO BE HIDDEN OR ` Z SIDE TRACK GUIDE LOCATION MOUNTED IN PAVE OR SOFFIT — _ - ROLL-UP FABRIC OR SCREEN q7 / SIDE RAIL ATTACHED PER L 3'r7n1/8'ALUM.(TYPI �, APPROPRIATE ANCHOR TABLE. E / �—ROLL-UP SCREEN VERTICAL 3'n(VARYING DEPTH)BUILD-OUT J LEI 1/4"0 SELF-TAPPING FASTENED PER ANCHOR SCHEDULE.OFFSET SIDE RAIL ATTACHED PER 515(21 PER LEG(TYP) BUT DOUI ANCHOR LOCATIONS 3'TO ALLOW � M LL p SUITABLE SUBSTRATES / APPROPRIATEANCHORTABLE. :a TOP&BOTTOM SIDE RAIL TO BE MOUNTED PER THE I_ - g Y + INCLUDE CONCRETE. 'PUBLISHED ANCHOR SCHEDULE. .D :p•tY - h I 1 CONCRETE FILLED CMU, Z �'} 66 w GROUT FILLED BLOCK Off, 2 ALUMINUM,STEEL, ROLL-UP SCREEN BOTTOM BAR Z ; HOLLOW BLOCK, WITH OPTIONAL'=ill EAL INSERT. .p m Z' AND WOOD. / SCREEN BOTTOM DAR INS1AlL THE APPROPRIATE ANCHORS 10 THE N O N Q 1 SCREEN BAR B 1/8-THICK ALUM.ANGLE SILL Q.00' D / GIVEN SUBSTRATE PER THE ANCHOR TABLES (OPIIONAI) .p Z ID! 3 N. W CONCREIESHOWN.OTHER SUITABLE SUBSTRATES ;"THICK ALUM.LUBE 1%q'05ELF-TAPPING = INCLUDE CONCRETE FILLED CMU.GROUT FILLED BLOCK. BUILD-OUT SILL.SEE SMS(a'24'O.C.(TYPI u HOLLOW BLOCK,ALUMINUM.STEEL,AND WOOD. SHEET 8 FOR TUBE OPTIONS, j}— 3.250' .,.....'^ ..O O ROLL-UPS OPTION 0198• 1 ROLL-UP SOLAR BUG SCREEN BUIROLL-UP SOLAR BUG-SCREEIJ \ '-N c 0.750" N.1.S. SECTION YEW N.1.5. SECIIONVEW IC' a 1 . O N aOpW O�o z . SIDE RAIL TOP ENTRY GUIDE W/SCREWS(PLASTIC) o'a /4"BUILD-OUTSIDE RAIL WITH SNAP IN COVER N.ii EE�'IIOn VIEW' >O N>• 6' m hez.6-W_�______ _. -�� B I.465, 0.700- 'U J 91 .25D' L. B 3.2YJ" 3.250' r �� �2 y z I_ 0.115' 0.209' ¢¢ 2.000' 0.675' 1.038 / I 0.230"% 2.750' 2.175' O o��'a~ 0.150' 1HF BO110M BAR LS '� P,EOUIREDONLY BARIS t/') �i '^ 0.269" ROLLING SYSTEMS.IT IS +IAROW'ARE ACCESS HOLE COVERED HARDWARE ACCESS CLOSED OPIIONAL FOR MANUALLY f1 WITH•JIAP IN eunDH I1YP1 WITH SNA PIN COVER 1TYP) OPERATED SYSTEMS. 13125- _ ISI 0.300' A. 5 SIDE RAIL WITH SNAP IN BUTTONS 6 SIDE RAIL WITH SNAP IN COVER 7 SLIDE TRACK 8 ROLL-UP BOTTOM BAR /_91 BOTTOM BAR TRACK GUIDE(PLASTIC) 7 SECTION v+EI•I 6 N.13. SEC71CNVIEW 6 N.1S. SECnONVEW 6 N.1.S. SECTION YEW 6 N.I.S. SECigN VIEW / ------122 11 10 9 8 7, 6 5- 4 - 3- 2 R f l. ._ ---- — —- ------- -- -- -- --- ____ _SUITABLE SUBSTRATES INCLUDE - _ -JEFFREY bQ�I�.�]'M TIjf%[y,. SUITABLE SUBSTRATES INCLUDE SUITABLE SUBSTRATES INCLUDE CONCRETE,GROUT FILLED BLOCK, --- CONCRETE,GROUT FILLED BLOCK, CONCRETE.GROUT FILLED.BLOCK, SEE TABLES FOR APPROPRIATE CONCRETE FILLED CMU.ALUMINUM; �� .. CONCRETE FILLED CMU,ALUMINUM, CONCRETE FILLED CMU,ALUMINUM, ANCHOR AND SPACING HOLLOW BLOCK,STEEL AND WOOD. HOLLOW BLOCK,STEEL AND WOOD. HOLLOW BLOCK.STEEL AND WOOD. H SEE TABLES FOR APPROPRIATE SEE TABLES FOR APPROPRIATE APPROVED DET BUILDOUT SIDE SEE TABLES FOR APPROPRIATE RAIL PER DETAILS ON SHEET 7 ANCHOR AND SPACING �• APPRO ED SIDE RAIANCHOR AND L SPACING APPROVED 3/4AUIILD-O TSDENCHOR AND PACING APPROVED.3/4'BUILD79UT SIDE 60974 #_. F RAIL PER DETAILS ON SHEET 7 #PER DETAILS ON SHEET 7 RAIL PER DETAILS ON SHEET 7 � gL10 EtNlY-wlm oRlc,NAL eE.suL; ? • •. s TAi �F I r F o%.7r ,y 5 •, ° • SUITABLE SUBSTRATES INCLUDE '•, CONCRETE.GROUT FILLED BLOCK. ,. • •• CONCRETE FILLED CMU,ALUMINUM. HOLLOW BLOCK;STEEL AND WOOD. W LL MOUNT-SECTION 2 WALLMOUNT-SECTION L�WALLMOUNT-SECTION yr 1 J 7YPICAISIDERAIIIN$iALLAl101JIOPHON41-N.7S. J/4'BUILDOU751DERgILIN$iALlA7NJNIOPilON41-N.IS. 3 ],d BUILp0U151DERAllINS7ALULK)NIOP710N.ff-N.iS, �,\WALL MOUNT-SEC".TION .rAI w - F 3- BUILD•-2—ERAILINSIALLATIONIOPI.N41 11.7.5. Yl F S/8'O ACCESS HOLE(TYP) a N (OFFSET FROM DRIL-FLEX) 1/4.14 DRIL-FLEX ITYP) (SEE ANCHOR TABLES V = j FOR SPACING) I/4-14 DRIL-FLEX(TYPI Z > SEE ANCHOR TABLES _SEE TABLES FOR APPROPRIATE — x SEE ANCHOR TABLES NBE OPTIONS ( ANCHOR AND SPACING APPROVEDMULLION FOR SPACING) FOR APPROPRIATE 1•x4- V) AN AND SPACING 7'x4- I•x3 T LL1 CN 2 z 3' E 3'x4" 3"x 3. 4"x 4" NOTE: • MULLIONS FOR 4 • TUBE OPTIO MULTIPLE UNIT LL O N 2'x4'2•x2" INSTALLATIONS SN ALL .N H •- HAVE APPROVAL FOR N O + 3'z 4.2:,.3" THS TYPE OF SHUI7ER � 4'xa•33' I!4"-14 DRILL-FLEX(TYP) _.w-' w > ANGLE OPi1DN5SYST �ISEE TABLESFOR Z: 3:' pM,'� _ `. '. Tx3'xa SPACING) F w m ZO , SEE TABLES FOR APPROPRIATE 3'x 3 • < C4 D ANCHOR AND SPACING Q o3 Ia_ 76 �D! Z, HOLE ITYP) SEE TABLES FOR APPROPRIATE ANCHOR AND SPACING V) OBSJhLD TOUT�MrOUNT-SECTION MULLION MOUNT-SECTION 5 $IDE AIL IN ALlgl N OPI 1a 61-N.1.. uBUFLDNsN MOIOPNTIou SSECTION ROLL-UP SCkEEN IN$iAlLA710N IOPiIOIJ dI.N.T.S, ` REFEP..tO fL-317441 �/ U I"x 2"x 1/8"RETENTION ANGLE IF LL LENGTH OF SCREEN OPTIONAL) 8 'H-- 6 7 � C 7 REMOVABLE FASTENER x 1/8" RETENTION ANGLE ,.. a SIDE RAIL x • SIDE RAIL I LUIiNU ¢ O I oa 2 0 --"--------- -------- - SIDE RAIL---- - i REMOVABLE - 1"x I-lax 1/8" -� FASTENER 'RETENTION ANGLE ¢W ---- - -- B' I 1"x 1-I/2"x 1/6' (� z m 'B' SIDE RAIL RETENTION ANGLE RFMOVABIIF i REMOVABLE FASTENER FASTENER BB RETANGLE DETAIL 9 'RETENTION ANGLE-.SECTION ID RETENTION ANGLE=DETAIL /1RETENTION ANGLE'-SECTION $IDE RAIL IN5TALlATION(OPTION I)-N.T.S. $IDE RAIL MSTAl1ATION IOPTION II-N.TS. SIDEP.AILIN51ALlATION TGPTION II-N.T.S. SIDE RAILPIS7gLLATION IOPTION 21-N.):S. � Q -NEg Q' N 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. RR A V , 12, T 1 10 9 8 7 —6 __" _._ ..;5. _._ 4 . . 3. 2. T... it 12 11 10'. 9- 8- 7 6 — . 5_ 4 - -3 7 -Lui/(uylwiiiq 2. SEE TABLES FOR APPROPRIATE _g ANCHOR AND SPACING' NS•s!''�, •A'' z4I'.f H SEE GROMMET AND STRAP SYSTEMS 9 SLIDE �94''H 13 FOR ALTERN TRACK---ATTACHMENTS ITYP) _ T SLIDE TRACK •- 'L 'vwliH kfO P L: C 1nF T ,n G B RETENTION I"x I•I/7'x I/8" O 8 RETENTION ANGLE REMOVABLE FASTENER REMOVABLE. FASTENER V, �i �RETENTIONANGLE-DETAIL(OPTIONAg RETENTION-ANGLE-,SECTION(OPTIONAL). s, SUDEIRACKINSTALIATION(OPTION I)-N.TS. SLIDE TRACKINSIALIA110N•N.I.S. •� NOTE:THE RETENTION ANGLES ARE NOT F REQUIRED ARE AGAINST THE EXISTING STRUCTURE. �� F ENDS *SPRING PIN, SEE NOTE* V SLIDE SCREEN SINGLE PANEL-ELEVATION SUDETRACK Z 3 OR 4 SIDED ATIACHMENT.VERTICAN OR HORIZOMAL INSTALLATION-SCALE N.T.S. /� ' SLIDE SCREEN SINGLE PANEL-ELEVATION NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN �V/ W_ 9 rrPICAL2s1oED A ITACHMENI-VERIICALORHORRONTALJNSTALATION.N.TS, THE SHORT DIMENSION BEWTEEN FASTENERS. E El V) W w J i .0 SLIDE TRACKS I Q '^ H o •" "; ° ADJUSTABLE RETENTION SPRING PIN • 4-b PLUG.SEE_NOTE-' I- B NEOPRENE ADJUSTABLE PLUG W/.BRASS FITTING STAINLESS STEELSPRING PIN o �.M m o' 3 SLIDE TRACK INSTALLATION(OPTION 2)-N.T.S. ' SUDE IRACKINVALLAIION IDPTIOIJ 31•N.TS. < 0 D; SUITABLE SUBSTRATES INCLUDED 5/8'0 ACCESS HOLE(TYP) < d CONCRETE GROUT FILLED BLOCK. (OFFSET FROM DRIL-FLEx) w CONCRETE FILLED CMU.ALUMINUM, 19TV:ANY MECHANICAL OR POSITIVE LOCKING 1/4.14 DRIL-FLEX(TYPI HOLLOW BLOCK.STEEL AND WOOD. DEVICE MAY BE USED IN LIEU.OF THE PLUG.OR N = (SEE ANCHOR TABLES. (, .SPRING PIN SHOWN IN THIS DETAILATTOPOR .FORSPACING) SEE TABLES FOR APPROPRIATE BOTTOM TO HOLDPLASTIC FABRIC.INSIDE TRACK. u �­`6�EE� N ��DIS_TZNC�E. PAANDry .0 ' O v) C (/4.14 DRI.-FLEX(TYP) IA8CR I/4"WALL THICKNESS 'C. (SEE ANCHOR TABLES (S EE SLIDE TRACK MOUNT TABLES ON I"x4" • FOR SPACING) rIHIE1 9 FOR THICKNESS) 7'x4" '2'z3„ N _ 3"X4' ¢ a�om .. 4"x 4.. 3 =_ O Z • �� C �ZO� ' z 3z 0-�a m • - -- -- sz,-- —d=dw -- ---- B ° TUBE OPTIONS U y 3 2m IB 2'.X 4'2" T zWr SEE.I.— OR STRAP SYSTEMS N •- 3'x4'2"x 3' ~ F o't Z FOP.ATTACHMENTS DETAILS(IYPI .. 4'x3 Z 19 4'3"x 3" < r.Uz ANGLE OPTIONS •" T"•• -f- EASY f LL .� EASY SCREEN SINGLE PANEL-ELEVATION 3X3'"8 fY g TYPICAL 4SID'cD ATTACHMENT VERTICAL OR HORIZONTAL IHSIALIATK)N-N.TS. Tx3"KSEE 1ABLE5 FOR APPROPRIAr ANCHOR.SPACING,ATE ND -SEE TABLES FOR APPROPRIATE_ Q .vj rn S N EDGE DSiANCE•'' .ANCHOR.SPACING,AND, WALLMOUNT-SECTION L EDGE DISTANCE: . r.1 5/8'0 ACCESS HOLE ITYP) A TYPICAL 511DE TRACK INSTALLATION(OPTION I)-N.T.S. v - •••• ' & r,--,BUILD-1 ION BUILD-OUTMOUNT-SECTION 9' SLIDE iP.ACK IKSIALLATION(OPRON 31-N.I.S. SLIDE TRACK 114STALLATION(OPTION 31_N.T.S. 12 11 10 9 8 7-- W S, -4- g_---._ 2. -- — -- --- --- ---- _—__— JEfFREY.C.F E d�(.. ; H' SEE SLIDE AND STRAP SYSTEMS FOR ALTERNATIVE-ATTACHMENTS ITYPI—\ O'60974 'SIT^.•.. EXISTING STRUCTURE ITYPI N,ONLVWrtN ORIGwAL P.E,'E L, '•*- SUITABLE SUBSTRATES INCLUDE �Q•T� i_TAT CONCP.ET I.GROUT FILLED BLOCK:. CONCRETE FBLED CMU,ALUMINUM, iii^ I HOLLO'N BLOCK.STEEL ANDWOOD. lK� V --------- REMOVABLE FASTENER ITYPI , ISEE TABIES FOR APPgOPRIAfE ''' /�• L\\\\\\' ANCHOR AND SPACING) ILII Liyl� 'G. G i 2-4 . 9 03NICKELPLATED • y' n BRASSGROMMET '1 W.V♦■ J,/+ O 111' x O z� F �F' ' Q2E MMET-DETAIL WALL MOUNT-SECTION Z, �. N1S .2 T�PX:AL W$TAILAUONIOPTION TI-N.iS. �- 197MAX.SPAN WIDTH Or W N 'E GROMMET SCREEN SINGLE PANEL-ELEVATION E; TYPICAL 3 SIDED ATTACHMENT-VERTICAL OR HORIZONTAL INSTALLATION-H.T.S_ N �- 2-4 w 12'MIN. y 9 3 p W T ovERtAr ZZ TRACK BOLT ITYP) <' N Z (SEE TRACK BOLT TABLE �' Z ID• FORSPACING) •�0 3 'E•TRACK ITYPI C U � TRACKBOLTITYPI O (SEE TRACK BOLT ^ ' O 3 i TABLE FOR SPACING) I' N C a C -Z TTRACK o S=N Z0 OR STUDDED C OLL Z TRACK TFYPI0,0 a ri . 1APCON OR REMOVABLE FASTENER I7YP1 '(SEE FASTENER7ABLES FORSPACING) TAPCEE FASTENEROR,REMTALES FASTENERORSPING) 'B (SEE FASTENER TABLES FOR SPACING) ' nBUILD-IN MOUNT-SECTION. rLRACK MOUNT-SECTION z ANGlEO"("OR$fUODED WSTALLATION IOPIION])-N.1.S STANDARD OR BUILD-0Ut IN$TALLANGN IOPiIDN 31=N.TS. 5 r 3 Z 39-6'MA%SINGLE PANEL LENGTH JTYP) 38-6"MA%SINGLE PANEL LENGTH(TYP) Z' Now g UNLIMITED NON-SPAN LENGTH r- UNLIMITED NON-SPAN LENGTH J �. D O 4'¢ GROMMET SCREEN MULTIPLE PANEL-ELEVATION GROMMET-SCREEN MULTIPLE PANEL-ELEVATION A LAPPED SCREEN-VERTICAL OR HORIZONTAL 94STALLATION-H.I.S. OPTIONAL COLUMN ATTACHMENT•VERTICAL OR HORIZC147AL INSTALLATION-H.TS. ,A O __ _ ._ - - - -- -_ -_-._ _ .- - -. _._- --._. ._.... 12 I1 lU Y 8- / 6 5 _ 4 3 __-_ _.2- - ----)-- - 12 Il 10 Y 8 7 6' 5 4- 3 2 �- __ JEFFREY AT FFFt7 . 0.373' 0.373' ` l- `CEN•FST4 A� H — oa'7-3—�` '�1` '�� 6097 HI'c(" Ti _ 's# 0.313'0.65b" - 0.954" 0.313" 0.6587 /0.313" 0.658" 0.313`0.65B' 9.Woo ifw OZI 4P.L SEAL / 2.000'1.67Y_ 1,675' .093' 1.675` G95 '/'�77TnI �m1J G 0.093" LOOP q 2.000' 2.000' 1 - 2.000' Vf -I ALSO AVAILABLEI /I I i IN Z'8,3' BUILD-OUT ANGLED"F"TRACK BUILD-OUT"F"TRACK REVERSE ANGLED"F"TRACK STANDARD"F"TRACK STUDDED ANGLED.TRACK s" j F 6063.16 ALUMINUM-N.I.S. 6063-76 ALUMINUM-N.T.S. 6063T6 ALUMINUM•N.T.S. 6063.76 ALUMINUM-N.TS. 6063-T6 ALUMINUM-N.T.S. .A F: . U.11 e6. ZIPPER KEYNOTES Z = A. )3)FROWS STITCHING EACH SIDE N OF ZIPPER(THREAD;138 DENIER W N POLYESTER). E B. ANY SPRING CLIP W1 MINIMUM. j E, RATING OF.50 LBS.W.L, �. J E C. ,2"WIDESEAT BELT WEBBING WITH A LOOP. � D.. STRUCTURAL EDGE HEM.VARIES BY h h PANEL,SEE SHEET I. .D 0 g E. Z'WIDE SEAT BELT WEBBING W1 y ) W j 70 BOX STITCH. Z w )- M Z _ O n .a Z D A z !p E C � � 2 D <V) x a � v F, o C I APRROVED FOR UP TO 60PSF MAXIMUM. 2. MUST BE INSTALLED IN SPAN DIRECTION. — 3. SHALL NOT PENETRATE HEMS. Lu o �F:oo — _ zZ w3o.a --- ----- ---- - - - - - O -- --- > -m - ---- --- p �z-ago ' B U adz B' x o z �o N 35 'o �d 6.00-MAX. A. SLIDE TRACK SLOT DETAIL ?' 6063-16 ALUMINUM I I'1• 1-1- 10 9 8 7-. -6._._ 5." 4 3 12 10 -9 8. 7 6 5 4 3- 1 JEFFREY ktWi NJ)K. BOXSTTCHCO FIGURATION I (6CV4 F CHANGE.ICHAN IN 'MAY GE.BUT MUST HAVE THE SAME OR GREATER Eu U .H NEAR INCHES OF STITCH. ----------- 4"NON-STRUCTURAL SEE GROMMET ATTACHMENT STRP SYSTEMS FLAP OPTIONAL) —'8FLAP ALTERNATIVE AS(TYP) FLAP(OPTIONALI 0 0 Q 0 0 Yw. IGWAIP.E.-L! 3- OF BUCKLE �0. VU *01 X G G CE CIE t 3z �IE �Et5i IV A14% t I aE 12 A DJ U STA Bu E '$TRAP/BUCKLE FIXED Z 0 STRAP/ z LOOP,., @,A IUI.TA ESTRAP/BUCKLE-DETAIL STRAP/LOOP-DEr k1l. F F F R'A LL N UCWRAL FIAP JUPTIUIIAL) rw(OPTIONAL(-N.T.S. CIE u WRAPAROUNDz > - STRAP ITYP) FIXED OR Ln 912•MAX.SPAN WIDTH ADJUSIAI 711'MAX.SPAN WIDTH STRAP ITYPI WE STRAP SCREEN SINGLE PANEL-ELEVATION STRAP SCREEN SINGLE PANEL-ELEVATION E F- TY-PJ&7L_251DED ATTACHMENT VERTICAL OR H5_RliONlAl—INSIALLAtION-N.T.S. 30P 4SIDED ATTACHMENT.VERTICAL OR HORIZONTAL INSTALLATION.SCALE N.T.S. NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN EXISTING� 0! 0 THE SHORT DIMENSION BEWTEEN FASTENERS. - COLUMN -4 12'MIN. 2 7 OVERLAP 37 !;z Zo O 0 N < - z D LL 91ID: 9 z z 00LAMVT.11REIA'l O C,c < 1.1-1 I- w lr z < O-T z 10 2t B 4.00T :B: J1 w w yl lu v V v IN ly III 38'-6"MAX SINGLE PANEL LENGTH(TYP) 39-6'MAX SINGLE PANEL LENGTH(TYPI UNLIMITED NON-SPAN LENGTH UNLIMITED NON-SPAN LENGTH 00310, STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION 10.375 BEND UNE 025r "SW A TAPPED SCREEN-VERTICAL OR HORIZONTAL IN5TAL-ION-NI.S. OPTIONAL COLUMN ATTACHMENT-VERTICAL OR HORIZONTAL INSTALLATION 77.S. STRAP BRACKET -A: 304 STAINLESS STEEL-N.TS, 12 I I 10 9 8 .5 4 3 2 1 42- - 1 10 U 9 _ 8 7 - 6 5. -- - --4 3 - 2 F 1 ---—----- OPTIONAL FLAP -- — -- ---— _ JEFFREY IRRIAMTtiv, — (WHENREQUIREDPER FIXED OR \� .. "NT!'' GENERAL NOTE 471 STRAP BRACKET WITH "• E.... •'•• r.0'�4 ADJUSTABLE EXTERIOR FACE -(2)114-OR 5/16"TAPCON(TYP) `STRAP E%IE SUBSTING RATES INCLUDE F{. \ (SEE TABLES FOR SPACING) SUITABLE SUBSTRATES INCLUDE \ '�•�. /4 •y:'.k \ OPTIONAL'FLAP CONCRETE,GROUT FILLED BLOCK. REFER TO FASTENER - (WHEN REQUIRED PER CONCRETE FILLED CMU,HOLLOW BLOCK TnBlES FOR LOOP SPnCING 0'TO 30" GENERAL NOTE 471 Ila L1NLYwRN OZ�GWnI'P.E.SFA[ ALUMINUM,STEEL AND WOOD. 6"MAX 3' T ¢ KV E%TERIORFACE- �; �'p ®A„ 'Kv` .. 1/4"MAX.GAP �,�` '00 NOTE:CAN BE ATTACHED 0°7030' •' /till I msLTL\`` G TO EXTERIOR OR ( b G INTERIOR FACE FI%ED OR ADJUSTABLE STRAP STRAP BRACKET WITH / a 1211/4"OR5/16-TAPCQN IT z (SEE FASTENER TABLES FOR SPACING) - LTE TE FIXED STRAP/LOOP DETAIL MOUNT-Szm I OUTSIDE ECTION S,RUCTURALAITACHMENT FOR LOOP Cn ; 01. STRAP BRACKET INSTALLATION[OPTION 11-N.T.S. (-,-)INSIDE MOUNT-'SECTION I3I ROWS STITCHING I F PLAN VIEW DETAIL S1RAP BRACKET INSTALLATION(OPTION 2)-N.T.S. �—° F' OPTIONAL FLAP PLAN VIEW DETAIL 4111 (WHEN REQUIRED PER I/T-x 30'EARTH ANCHOR GENERAL NOTE 471 FI%ED OR W/WELDED CENTER EYE U 4"DIA,X 6".SCN.4DPVC[TYPI EXTERIOR FACE ADJUSTABLE THREADED INSERT IN CONC.OR FILLED CMU �&4"HELIX O Z .STRAP LAG EYE BOLT IN WOOD(NP) — 2 r ISEE FASTENER TABLES FOR SPACING[ f OPTIONAL FLAP 0.7030• [WHEN REQUIRED PER III—II —III—III—['. III—I II tl.l E + GENERAL NOTE 07I I I I I I—III—III I--III—I 'E EXTERIOR FACE 1 4"MAX.GAP •• - I =III =1 I I—IMI—I III—III N W J w BOLT III—I III—I I.I—IMI. I=11 I—I .� LL o ; 3/d-TN A I—III =11 f=III—III III—III 30� o o O . PENE, ,. ,• O•T+30• .. [III II II I I I ILIJ1L 1111 I I.1I—[III z_ 3.Y PST 2 ; P � Z NOTE:CAN BE ATTACHED FIXED OR ADJUSTABLE STRAP III= -III—I I 1=1 I I- 1=1I—I TO EXTERIOR OR I—I I—I =III—III—I 1=III o D INTERIOR FACE HATCHING THREADED INSERT IN CONC.OR FILLED CMU I 1 1= I I 1 III 1 I 1 III—I I Q co LL ? DI D IT [SEE FASTENER TABLES AG EYE BOLT IFOR OSPOACINGI I I.I I=III=III—III—_ =1 — A 3 ' @INSIDE MOUNT-SECTION 6 EARTH ANCHOR DETAIL < OUTSIDEMOUNT-SECTION �EYE BOLT INSTALLATION(OPTION A)=N.T,S. EARTH ANCHOR INSTALLATION-N.1S. �/ U 4EYOIL CLASS dA MEDIUM DENSE SAND E BOLT N.I.S.31-N.I.S. PLAN VIEW DETAIL O PLAN VIEW DETAIL - O POURED CONCRETE WOOD CONCRETE FILLED& N C MIN.3 KSI GROUT FILLED CELLS HOLLOW BLOCK MIN S.G. 551 REINFORCED CELLS C; P ANCHOR MIN:EDGE MIN.EMB. MIN,EDGE MIN.EMB. 'MIN.EDGE MIN.EMB. MIN.EDGE 'MIN,EMB. MIN.EDGE 'MIN.EMB. LU z p 1 4"TAPCON 3" 1-3/1" 3" 1-3/4" 3" 1-114-- 3 4" N A N A Q v < 1 4'DROP IN 3.1 2" 1" 3-1/2- 9" NIA N/A N A 'N A 'N A N!A s p.m z 3 8"DROP IN 4" 1'-9 16" C 1-9116" NIA NIA N/A N/A N/A NLA la o 0 1 2"DROP IN 6" 2" T' 2" N/A NIA N A N A 6" 5.2S' a 3 z 14"CRETEiFLEX 2-1 T 2" 7' 2" 2-1 2" I.1 d" N A N A 6" 5.25"' ^ N.z p m 5/16"UBracon(3515 Psi(---_-- --3"- 2'--- 2-1/2" 2-1/4" _ 371/8" 1-1/4" 3/4" 2" 6" 5.25' 3 8"IDT 3" 2-1/2" /2"1-1 2" N/A -P7A NIA N/A 6 -" 5.25' - --- - _ ]G- d .B 3 8"EPDXY ANCHORS• 4" 3-3 8" 4" 3-3 4" 12" 3.3 4" 'N A N A 6" 5.25" _ �"3¢m 8"H LLOW SET 4-117' 1-1/7' N/A N/A 4" 1-I 4" N/A N/A I N/A N/A U !Q g ee++ ,B 3 8"Combo Anchor LAG N/A N/A N/A N/A N/A N/A 3/4" 2-1 7' NIA N/A �N F Z. I TCOmbo An Char LAG N A N N A N A N A N A 3/4" 2-1 T •N A NIA 1 4"PANELMATE INSERTS 3-1 2' 1-3 4" 3-I 2" 1-1 2" 3-1 2" 1•I 4" 3 4" 1-3 4" N/A N/A .N�`o s• 1/4-PAN FEMALE 2-1 7' 1-314" 2-1/2" 1-1/8" .2 8' 3 4" 2" NIA NIA 1 4"PANELMATE MALE 2-1/2" 1-3/4" 2-1/7' 1-1/8'. 2-1 2" 1-1 8" .3 4" 2" 'N A INA a,'6 14"PANELMATE NAS 2-1 T 1-3 4" 2-1 2" 1-1 8" 2.1 2" 1-I 8" 3 4" 2" N/A 1/8"Alum 1/4"Aluminum 16 GA Steel WOOD A (MIN S.G.?.55) 'Allowable Epoxy brands&Types: ANCHOR MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. II Powers T308 /1 s 1/4"SAMMY 2' 3 threads 2" 3 threads 2" MEM 3/4" 1.3/4" 2111W.Reamead A7 \,(J 1/4"TEKS 2" 3 threads 2" 3 threads 2" 3 threads - - 12 _. If 10 9 8-- 7 6: --- - -- :5: -_..--q - - - 3- - - 2 1 12 11 - 10 9 8 7 6 `1. -'S - -- ----. _4_. . .. __- 3' --- JEFFREY' ',FR1AM1ll.'�p'ugi -- --- -CONCRETE TABLES -- - - -- - - - -- -� 6�7¢41�C NT�� rop In 3 8 Drop n 1/4"Drop In SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING'INCHES VA M�NiH ORI SF ' W (�n) 24 20 16 12 10 (in) 18 16 14 12 . 10. (in) 12 10 8 6 4 48 130 130 130 130 130 48 130 130 130 '130 130 48 130 .130 130. 130' 130 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 60 130 130' '130- 130.' 1301'� G 66 130 130 130 130. 130 66 130 130 130 130 130 66 130 130 130 130 130 G' 72 130 130 130 130 130 72 130 130 .130 130 130 72 130 130 130 .130 130' 6 78 130 130 130 130 130 78 130. 130 130 130 130 78 120 130 130 130 130' 84 130 130 130 130 130 84 130 130 130 130 130 84 11'1 130 '130 130 '130 90 130 130 130 130 130 90 130 130 130 '130 130 90 104. 125 130 130 130 96 130 130 130 130 130 96 130 130 130' 130 130 96 98 117 130. 130 130 �W^ 102 130 130 130 130 130 102 124 130 130 130 130 102 92' 110, 130 130 '130 108 130 130 130 130 130 108 117 130 130 130 130 108 87 104 130 .130', .130' I F 114 126 130 130 130 130 114 11.1 125 130 130 130 114 .82 99 123 130. 130 m 3 IF; 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 -108 123 130 930 132 71 85: 106 .130' 130 U m 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 -113 130 -130 144 65 78' 98 130' 130 150 96 115 130 130 130 150 84 95 108 126 130 150 62 75 94 125. 130' V 156 92 111 130 130 130 156 81 91 16T-i22--130 156 60 .72 90 120' 130 Lu E 162 89 107 130 130 130 162 78 88 100 , 117 130 162 58 69 87 116 130 iE 168 86 103 129 130 130 168 75 85 97 113 130 168. 56 67 84 111 130 cn W w 174 83 99 124 130 130 174 73 82 93 109 130 1.74 54 65 81 106 130 y o, LL 180 80 96 1.20 130 130 180 70, 79 90 105 130 180. . 'S2 62 .78 104 130 186 77 93 116 130 130 186 68 76 '87 102 130' 186 50. 60 75 101 130 192 60 60 60 60 60' 192 60 74 60 60 60 192 49 59 60 60 60 198 60 60 60 60 60 198 60 72 60 60 60 198 47 57 60 60' 60 o, M m z 204 60 60 60 60 60 204 60 70 60 .60 60 204 .46 55. 60 -60' 6-0 Q N 0•.N o D 210 60 60 60 60 60 210 60 68 60 60 60 210 45 53 60 60 60 ; 3 'D' 216 60 60 60 60' 60 216 59 66 60 60 60 216 43 52 60" 60 60' 222 60 60 60 60 60 222 57 64 60 60 60 222 42 51' 60 60_ 60 N 228 60 60 60 60 .60 228 55 62 60 . 60 60 228 41 49 60 60 .60 a .234 60 60 60 60 60 234 54 61 60 60 60. 234 40 48 60. 60" 60 w 240 60 60 60 60 60 240 53 59 60 60 60 240 .39 47 "59 .60 60 0 246 59 60 60 60 60 246 51 58 60 60 60 246 38 , 46 57, 60: 60 CI 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 0 264 55 60 60 60 60 264 48 54 60 60 60 264 35 43 53 60_ 60 ' Lu •N o i'f z.r c J 270 53 60 160 1 60 60 270 47 53 -60 60 60 270 35. 42 52. 60. . 60 ¢ 276 52 60 60 1 60 60 276 46 52 59 60 60. 276 ,'34 41' 51 60: 60 .,o"z 282 51 60 60 60 60 282 45 50 58• 60 60, 282 33 4 50' 60 -60 .�'3°az Q. I 288 50 60 60 60 60 288 44 49 56 60 60 288 33 39 49 �60 60 z 9,o - -- vi 294' 49 59 60 60 60 - .294 43 48 55 60 60 294 32 38 48 60 60 0 a �' 300 48 5B 60 60 60 300. 42 47 54 60 60 300 31 37 47 60 w B - B 306 47 56 60 60 60 306 41 46 53 60 60 306 31 37' 46 .60 60 g'='� 312 46 55 60 60 60 312 41 46 52 60 60 312 30 36. 45 60. 60 z 318 45 54 60 60 60 318 40 45 51 60 60. 318 29 35- 44 59 60 3 :324 44 53 60 60 60 324 39 44 50 59 60 324' 29 35- -43 58' 60 330 44' 52 60 60 60 330 38 43 49 57' 60 330 28 34 43'.' 57 60 'o�'•a 336 43 51 60 60 60 336 38 42 48 56 60 336 '33' 42 56 60 342 42 51 60 [01 342 37 42• 48 55 60 342 33 41 55 60 A 348 41 50 60 348 36 41 47 54 60 348 32 40 54 60 A. 354 41 49 60 354 36 40 46 54 60 354. '32 40 53 60 1 360 40 48 60 360 35 40 45: 53 60. 360 31 39' S2 60 I N _ 12 II .10. 9 - t3 - 7 _- .. _ �6 .. _5 _. .. 4.. 3. . 1. 10 9, 8 7 6 5 4 3 2 ---------— ---------- — ------- - - - _ - - . . ---- -- —- 1EFFRE I APR CONCRETE TABLES 3 THREADED ROD& 3 8"LDT ANCHOR 3/8"HOLLOW SET(Simpson)EPDXY 4 � SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE&GROUT FILLED SPANS (MIN 3000 PSI) :SPANS (MIN 3000 PSI), a' ecf iv1 aw T .'of f SPANS (MIN 3000 PSI) UP TO ANCHOR SPACING INCHES UP TO 6• ,o U(inT� ANCHOR SPACING INCHES I�nl 18 16 14 12' 10 (in) ANCHOR'SPACING INCHES 24 22 20 18 12 48 130 130 130 130 130 18 16 14 12 10 48 130 130 130 1 130 130 54 130 130 130 130 130 48 130 130 1130" 130 130 yin n3 m 0. 54 130 130 130 130 130 60 130 130 130 130 130 54 130 130 130, 130 130 G 60 130 130 130 130 13060 130 130 130 130 130 66 130 130 130 130 ' n G' 66 130 130 130 130 130 66. 130 130. 130 130. 130 u 72 130. 130 130 130 130 ' 130 .E 72 1.30 130 130 130 130 78 130 130 130 130 130 72 130 130 130, 130 130. �,w zj 78 130 130 130 130 130 84 130 130 130 130 130 78 130 130 130 130 130 W 84 130 130 130 130 130 84 130 130 130 130 130 w 90 130 130 130 130 130 90 130 130 130 130 130. ;� 96' 130 130 130 130 130 90 124 130' 130 130 '130 96 125 130 130 130 130 102 125 130 130 130 130 1 96 117 130 130 130 130 gra 102 118 128 130 130 130 108 119. 130 130 130. 130 702 110 124 .130 130 130 F 108 104 117 130 l 30 130 La a- F _ 108 111 121 . 130 '130 130 114 112 126 130 130 130 114 105 115 126 130 130 .120 107 120 130 130 130 114' 98 11.1 126 "130 130 120 100 109 120 130 130 126 102 114 -130 130 130 126 93 105 120 130' 130 U 126 95 104 114 127 130 126 89 100 114 130 130 132 97 109 125 130 130 132• 85 95 109 127 130. Z > 132 91 99 109 121 130 — x 138 87 95 104 116 130 138 93 104 .119 130 130 138 �81 ._ 91 .104 122 130 m 144 83 91 100 111 130 .144 89 100 114 130 130 144 .78 88 100 .117 130 150 80 87 96 107 130 150 85 96 110 128 130 W 150 75 84 96 112 130 E '156 82 92 105 123 130 156 72 81 92 108 129 m 1z 'E' 156 77 84 92 103 130 162 79 89 102 119 130 D 162 74 81 89 99 130 162 69 78 89 104 124 to W 168' 76 86 98 114 130 168 67 75 86 100 120 Z) 168 71 78 86 95 130 174 74 83 95 110. 130 . vi 174 69 75 83 92 130 174 64 72 .83 97 116 0 o.w• 180 67 73 80 89 130 180 71 80 91 107 .128 w. �c� 180 62 70 80. 93 112. a �b > 186 69 77 88 103 124 186 60 68 77 90' 108 Z .w a _ 186 65 70 77 86 129 1'92 60 60 60 60 60 '— H a' m o 192 60 60 60 60 60 192 58 60 60 60 60 - 198 60 60 60 60 60 0 N a z 198 60 60 60 60 60 198 57 60 60 60 60 Q m — o D 204 60 60 60 60 60 204 55 60 60 60 60 z ,D, 204 59 60 60 60 60 210 57 60 60 60 60 216 60 60 60 60 60 210 53 60 60 60 60 . 216 56 60 60 60 60 216 59 60 60 60 60 N 222 58 60 60 60' 60 216 52 58' 60 60• 60 u 222 54 59 60 60 60 222 50 57 60 60 60 228 53 57 60 60 60 228 56 60 60 60 60 228 49 55 60 60 .60 u 234 55 60 60 60 60 234 48 54 60 60 60 � 234 51 56 60 60 60 240 53 60 60 60 60 I o 240 50 55 60 60 60 246 47 53 60 60 60 H �, 246 49 53 59 60 60 246 52 59 60 60 60 246 46 51 59 60 60 N C 252 51 57 60 60 60 252 44 50 57 60 60 C 252 48 52 57 60 60 0 258 50 56 60 '60 60 258 43 49 56 60 60 w 258 47 51 56 60 60 264 48 55 60. 60 60 264 42 48 55 60^ 60 ¢ Q 264 45 50 55 60 60 270 47 . 53 60 60 60r.5 w 270 44 48' 53 59 60 276 46 52 60 60, 60 276. 41 46 52 60. 60 276 43 47 52 58 60 282 45 51 58_ 60' 60 282 40 45 51 60 60 3 o a >•o.--a ------ —-_ - _ 282 43 46 51 57 60 _ _ 288 44 50 57 .60 60 288 39 44 '50 58 60 p �'� .W 288 42 45 50 56 60 294 44 49 56 60 60 294 38 43 -49 57- 60 _ __ _a_iiw.�______ _ g 294 41 45 49 54 60 300 43 48 55 60. 60 300 37 42 48 56 60 U 300 40 44 48 53 60 306 42 47 54 60 60 306 37 41 47' 55 60 k o 306 39 43 47 52 60 312 41 46 53 60 60 312 36 40 46 54 60 y° 312 38 42 46 51 60 318 40 45 52 60 60 318 35 40 45 53 ...60 Z o'w'e 318 38 41 45 50 60 - 324 40 44 51 59 60 324 35 39- 44 52 60 3: 324' 37 40 44 49 60 330 36 40 44 48 60 330 39 44 50 58: 60 ,330 34 38 44 51 60 336 36 39 43 48 60 336 38 43 49' 57 60 336 33 38 43 50 60 342 37 . 42 48 56. 60 '342' 33 37 42 49 59 A. 342 35 38 42 47 60 348 37 41 4755 60 348 32 36 41 48 7T8 A- 348 34 38' 41 46 60 354 36 41 1 46 54 60 354 32 36 1 41 47 57 354 34 37 41 45 60 360 36 40 1 46 53 60 360 31 35 1 40' 47 56 360 33 36 40 44 60 - _. 12 1 1 l U 9- _ 8J 6 - 5- -- - - 4- - - - 3 .2. - -. 1-- 12 I1 '1_0 9 8* 4 3 2 -..-!--__-. -_ --I-- - ----.___ - - ----JEFF CONCRETE TABLES 114"PANELMATE INSERTS 1/4"PANELMATE FEMALE 114"PANELMATE MALE H: SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN -POURED.CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO UP TO UP TO (in) ANCHOR SPACING INCHES (in) ANCHOR SPACING.(INCHES) (in) ANCHOR SPACING INCHES UP 18 15 1 12 1 10 8 —18 1 1614 12 10 18 16 1 14 1 12 10 48 130 130 1 130 1 130 130 48 130 130 130 130 130 48 130•.130 1'130 1 130 -130- 54 130 130 1 130 1 130 130 54 130 130 130 130 1 130 54 130.. 130_ 130 130, 130nn 60 130 130 130 1 130 130 60 130' 130 130 130 130 60 130 130 130 130 130 1 G 66 130 130 130 1 130 130 1 66 -1 30 130 130 130 130 66 130 130 130 130 130 n G 72 130 130 130 1 130 130 72 121 130 130 130 130 72 130 130 130 130 130 78 120 130 130 1 130 130 78 112 126 130 130 130 78_ 126 130, 130 130 130 84 111 130 130 1 130 130 84 104 117 130 130 130 84 117' 130 130 130 ]30 90 104 125 1 130 1 130 130 90 97 109 124 130 130 90 109 123 130 130, 130 96 98 117 130 130 130 96 91 102 117 130 130 96 1 103 11,5 ..130 130 130 102 92 110 130 130 130 102 .85 '96 110 128 130 102 - 96 109 124 130 130 108 87 104 130 130 130 108 81 91 104 12_1 130 108 91 103 117: 130 130 114 82 99 123 130 130 114 76 86 98 115 130 114 86 97 Ill 129 130 An F F 120 78 94 117 130 130 120 73 82 93 109 130 120 82 92 105 123 130 126 74 89 111 130 130 126 69 78 89 104 124, 126 78 88 100 117 130 132 71 85 106 128. 130 132 66 74 85 99 119 132 75 84 96 112 130 1 d 1 138 68 81 102 122 130 138 63 71 81 95 114 138 71 80 92' 28 1 z 107 > 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 1.18 PF 156 60 72 90 108 130 '8 65 95 114 156 56 63 72 84 100 156 .63 71 81 UJ E 162 58 69 87 104 130 162 54 60 69 81 97 162 61 68 78 .91 1 E, -F- ru ,2 58 168 56 67 84 100 125 168 S'E 67 78 93 168 59 66 75. 88 :1 174 54 65 81 97 121 174 50 56 64 75 90 174. 57 64 73 85 1 v; c 180 52 62 78 94 117 180 48tt 54 62' 73 87, 180 55 62 70 82 m, 7' 186 50 60 75 91 113 1 186 47 53 , 60 70 84 186 53- 60 68 .79 -95 >_ co I - 60 3: 2 192 49 59 60 60 60 191 45 51 58 60 192 51 58 65 60 60 I z —198 47 57 1 60 60 60 198 44 49 57 60 60 198 50 56 60 60 60 204 46 55 60 60 60 204 43, 48 55 60 60 204 .48 54 60 60' 60 < co M Dz D� 210 45 53 60 60 60 210 Al 47 53 60 60 .210 47 53 65 60 60 :z 216 43 52 60 60 60 216 40 45 52 60 60 216- 46 51 59 -60. 60 V)" 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 60 240 39 47 59 1 60 60 240 36' 41 47 54 60 .240 41 '46 53 60 60 0. 246 38 46 57 1 60 60 246 35 40 45 53 60 246 40 1 45 1 51 60 60 C 252 37 45 1 56 1 60 60 252 35 39 44 52 .60 252' 391 44 50 .59 60 V). :C 258 36 44 1 54 1 60 60 258 34 38 43 51 60 258 38 43 49 57 60 264 35 43 53 1 60 60 264 33 37 42 49 59 264 37 42 48 '56 60. 270 35 42 52 60 60 270 32 36 -41 48 1 58 1 .270 36 41 47' 55 z<, -o 276 34 41 51 60_ 60 276 32 35 41 47 57 276 36. 40 46-, '53 60 Ro 52 V5 X 1 282 33 40 50 60 60 282 31 35 40 46 56 282. 35'. 39 45� 52 -65 o z 9 &< 288 33 39 49 59 60 288 30 34 39 45 54- 288 34 38 44 51 60 >o 8 vi<!n 294 32 38-- -48 57 60 294 30- 33 38 44 53 294 33 38 43 50 60 d 300 33 37 42 B 300 31 37 47 56 60 300 29 33 37 44 52 49 59 C) B 306 31 37 46 55 60 306 28_ 32, 37- 43 .5 1,.._ 306 32 36 41 48 58 312 30 _36 45 54' 60 312 28 31 36 42 50 312 32 35_ 41 47 57 49 41 35 1 318 29 35 44 53 60 318 - 31 .318 '31 35 40 46 75�6 324 29 35 1 43 1 52 60 324 - 30 '35 40, 48 1 324 -30 34 39_ 46 55 1 60 30 34 - 54 ck:. 330 28 34 4 330 - 40 47 330 30 34 38 45 3�: 336 - 336 - 29 33 39 47 336 29 33 38 44- 53 33 42 50 60 '32, '43 342 33 41 49 342 - 29 33 38: 46 342 29 -_ 37 52 A 348 32 40 48 60 348 - 28 32 38 45 348 28 32 36 42 51 A, 354 32 40. 48 59 -3 - - '32 37, 44' 354 31- 36- 42 50 360 31 39 47 59 60 31 36 44 360 31 35 41 49 - 1 16 T2 I1 10 19 8 7 5 2 - --- -- -11 --1-1 -10 9 8 7 - 6 5 4 _3 '2 .1.iR -- --- ------ --- - --- -- -'JEFFREY-C[:F t 4rUii CONCRETE TABLES °'F• FR%q' 5/16"ULTRACON 1/4"TAPCON 1 4"CRET&FLEX E ••'•,yJ%'i H SCREEN POURED CONCRETE 3 SCREEN POURED CONCRETE SCREEN POURED.CONCRETE SPANS (MIN 3515 PSI) SPANS (MIN 3KSIJ SPANS (MIN 3350 PSI) UP TO UP TO UPTO -4wimo 'PPSEAL I ANCHOR SPACI ANCHOR SPACING INCHES ANCHOR SPACING INCHES a o o E " (In) 1 12' 10 (In) 12 10 8 6 4 (in) 18 .16 14 .12. . 10 O OE, •:' 48 30 130 130 130 48 130 130 130 130 130 48 130 130 130 1301 130. q•., l .• ���,���� 54 IX 13 54 130 130 130 130 130 54 130 130 130. 130 130 60 13 30 130 130 130 60 130 130' 130 _130 130' 60 130 130- 130 130. .130 �rrrri iy�uu"�� G 66 0 P1330 130 130 66 130 130 130 130 130 66- 130 130 130 130 1'30. n G 72 13030 130 130 72 130 130 130 130 130 72 130" 130 130 130 13078 13030 130 130 78 123 130 130 130. -130 '78 1.23 130 130 130 130 84 13030 130 130 84 114 130 '130 '130 130 84 114 129 130 '130 13090 13030 130 130 90 .107 128 130 130 130 90 107 120 130 130" 130 96 13030 130 130 96 100 120 130 130 130 96 100' 113 129 130 13002 13030 130 130 102 94 113 130 130 -130 102 94' 106 121 130 130108 12430 130 130 108 89 107 130 130 130 108 89 100 114- 130 130r114 11730 130 130 114 84 101 156 130 130 114 84' 95 108 126 130• V1 �§� F 120 111130 130 130 120 80 96 120 130 130 120 80 90 103 120 130 126 106 130 130 130 126 76 .91 114 130 130 -126 .76 86 98 114 130 132 101 114 130 130 130 132' 73. 87 109 130` 130 132 73 "82 94 109 -130' Z _ 138 97 109 124 130 130 138 70 83 104 130 130 138' 70 78 89 104 125. 144 93 104K92 130 130 144 67 80 100 130 130 144 67 "75 86. 100-,120 150 89 100 130 130 150 64 77 96 128 130 150 64 72 82 96 115 V 156 86 96 128 130 156 62 74 92 123 130 156` 62 69 79 92 111 U-1 & E 162 82 93 124 130 162 59 71 89 119 130 162 59 67 76' '89 107 E 168 80 89 119 130 168 '57' 69 86 114 130 168. 57. 64 73• 86 103 V) W 174 77 86 115 .130 174 55 66 83 110 130 174 55 62 71 83 99 oo r 180 74 84 111 130 180 53 64 80 107 130 180 53 .60 69 80 .96 4 0 w ° 186 72 81 108 130 186 52 62 .77 103' 130 186 52' 58 6& 77" 93 Z >- 0 _ >- R . 192 60 60 60 60 60 192 50' 60 60 60 60 192 50 56'.' '60 60 60 I- fz 198 60 60 60 60 60 198 48 58 60 60 60 198 48 55 60 60 60 9 01 M m: z D 204 60 60 60 60 60 204 47 56 60 60 60 .204 47 .53 60 60 60 Q m 0 N z D' 210 60 60 60 60 60 210 46 55 60 60 60 210 46 51 59 60' 60 � •o 216 60 60 60 60 60 216 44 52 60 60 60 216 . 44 50 57 60 60' 222 60 60 60 60 60 222 43 52 60 60 60 .222 43 49 56 60 60 228 59 60 60 60 60 228- 42 51 60 60. 60- 228 42 47 . 54 60 60 234 57 60' 60 60' 60 234 41 49 60 60 60 234 41 46 53' 60 60 u 240 56 60 60 60 240 40' 48 60 60 60 240 . 40; 45 51- 60 . 60 Q o 246 54 Co 60 60 60 246 39 47' 59 60 60 246 39 44 50 59 .60" N C 252 53 60 60 60 252 38 46 57 60 60 252 38 43 49 57 60 C. 258 52 58 6 60 60 258 37 ' 45 56 60 60 258 37 42 48 56 60 264 51 57 60 60 60 264 36 44 55 60 60 264 36 41 47 55 60 Lu .o h 270 9- 60 60 60 270 36 43 53 60 60 270 36 40; 46 53. 60 ¢ � g o-5 276 4 54 60 - 60 60 276 35 42 52 60 60 276. 35' 39 45- 52 60 o o 0 282 53 60 '60 60 282 34 41 51 60' 60 282 34 38. .44. 'S1.' 60 - --- 288 46- 52 60 60. 60 288 33 40 50 ..60 60 288, 33, 38 43. 50 60. >_ m 294 45 51 58 60" '60 294 33 39 49 60- 60 294 33 37 42 49 59 '� ' B 300 45 50 57 60 60 300 32 38 48 60 60 300 32 36 41 48 58 = , Z m !8" 306 44 49 56 60 60 306 31 38. 47 60 60 306 31 35 40 47 56, U i g'w 153 312 43 48 55 60 60 312 31 37 46 60 60 312 31 35 40 46. "55 318 42 47 54 60" 60 318' 30 36 45 60 60 318 30 34 39 . 45'. M48 'o 324 41 46" 53 60 60 324 30 36 44 59 60. 324 30 .33 ".38 44 330 40 46 52 60 60 330 29 35 44 58 60' 330 29 33 37' 44 o =a 336 40 45 51 60 60 336 29 34 43' 57 60 336 29 .32 37 43 342' 39 44 50 59 60 342 28 34 42 56 60 342 28 . 32 .36- 42 A 348 38 43 49 58 60 348 33 41 55 60 348 31 35 41 A 354 38 42 49 57 60 354 33 41 54 60' 354 31'' '35" ' 41.360 37 42 48 56 60 360 32. 40 53 60 360 30 34 40 - - - 12 II 1U 9 8 7 6 5 4- - - 8. -- — --- -- __ EFFREYC.F M/flG4, CONCRETE TABLES >1P 1� EH H STRAP BRACKET W/TWO STRAP BRACKET W/TWO 114" 5/16"ULTRACON CRETE-FLEX or 1/4"TAPCON 1_` 50J74 ' SCREEN POURED CONCRETE SCREEN POURED CONCRETE V ED YWOH ml HAL P.E.SEAL SPANS (MIN 3515 PSI) SPANS (MIN 3350 PSI) E or: UP TO ANCHOR SPACING INCHES (in) UP TO (in) ANCHORS ACING INCHES `; `< gI k, 24 22 20 18 12 24 22 20 18 12 48 130 130 130 130 130 48 130 130 130 130 130 /�„ 'G 54 130 130 130 130 130 54 130 130 130 130 130 n ,G 60 130 130 130 130 130 60 130 130 130 130 130 u� 66 130 130 130 130 130 66 130 130 130 •130 130 K 72 130 . 130 130 130 130 72 130 130 130- 130 130 78 130 130 130 130 130 78 123 130 130 130 130 w 84 130 130 130 130 130 84 114 125 130 130 130 z 90 130 130 130 1 130 130 1 90 107 116 128 130' 130 L 96 125 130 130 130 130 96 100 109 120 130 130' r 0 F 102 118 128 130 130 130 102 '94 103 113 125 130 N-5i IF. 108 111 121 130 130 130 108 89 97 107 119 130 114 105 '115 126 130 130 114 84 92 101 1'12 130 120 100 109 120 130 130 120 .80 87 96 107 130 U °� 126 95 104 114 127 130 126 76 83 91 102 130 Z' _ 132 91 99 109 121 130 '132 73 79 87 97 130 138 87 95 104 116 130 138 70 76 83 93 130 144 83.' 91 100 111 130 144 67 73 _80 89 130 W E 150 80 87 96 107 130 150 64 70 77 85 128 0C iE; 156 77 84 92' 103 130 156 62 67' 74 82 123 _= ELL o 162 74 81 89 99 130 162 59 65 71 79 119 o ' 168 71 78 86 95 130 168' 1 .57 1 62 69 76 114 174. 69 75 83 92 130 174 55 60 66 74 110 m of Z = 180 67 73 80 89 130 '180 53 58 64 71 107 Z ,w �.a W. 186 65 70 77 86 129 186 52 56 62 69 103 I o'� m: o 192 60 60 60 60 60 192 50 55 60. 60 60 a 0 N D 198 60 60 60 60 60 198' 48 53 58 60 60 Q 63 tDl 204 59 60 60 60 60 204' 47 51 56 60 60. 210 57 60 60 60 60 210 46 50 1 55 60 60 N 216 56 60 60 60 60 216 44 48 53 59 60 222 54 59 60 60 60 222 R39 47 52 58 '60 u 228 53 57 60 60 60 228 46 51 56' 60 O 234 51 56 60 60 60 234 45 49 55 60 1- 240 o 240 50 55 60 60 60 240 44 48 53 60 cn C 246 49 53 59 60 60 246 43 47 52 60C' 252' 48 52 57 60 60 252 42 46 51 60 w .2, o• w258 47 . 51 56 60 60 258 41 45 50 60264 45 50 55 60 60 264 40 44 48 60 270 44 1 48 1 53 '59 60 270 36 39 43 47 60 276 43 1 47 1 52 58 60 276 35 38 42 46 60 o o 43-1 46 1 51 57 60- 282 '34 37 41 45 60 288 42 45 50 56 60 288 33 36 40 44 60 ,e-_ B 294' 33 36 39 44 60 3 Z m 294 41 45 49 54 60 U 300 40 44 48 53 60 300 32 35 38 43 60 =. z 306 39 43 47 52 60 306 31 34 38 42 60 3 312 38 42 46 51 60 312 31 34 37 41 60 o w F :E ck� A A 18 12 11 10 y 8. 7 .6 5- - 4: 12 I I10i -7 65., 4 -2- 1 JEF T,P.E. CONCRETE FILLED BLOCK/CMU TABLE -REINFORCED WITH MIN 65 BAR IN CONCRETE FILLED CELL -ITT Drop In 3/8.Drop In 3/8"LDT ANCHOR POURED REINFORCED* POURED REINFORCED* SCREEN SCREEN POURED REIN FOR(t�D* 0974 i� SCREEN (MIN�3000 PSI) �­INLLY3k.:M�G LP.E.�5AL (MIN 3000 PSI) SPANS SPANS (MIN 30001 PSI) ST SPANS UP TO ANCHORS ACING:(INCHES) UP TO. - UP TO' ANCHOR SPACING(INCHES) 12 10 (in), ANCHOR SPACING�(INCHES). flu" - 18 16 14 18.,l 16 1 14 24 20 1 16 1 .12 10 48 130 130 130 130 130 '12 10 : 1 1- 48 130 130 1 130 1 130 130 . 54 130 130 130 130. 130 48 130 130 130 130* 130 G 54 130 130 130 130 130 60 130 130 130 130 130 .54 130 130 130. 130 130 1 66 130 130 130 130 'l 30 60 130 130 130 130 130 130 60 130 130'-, _130 130 66 130 130 1 130 130 130 72 130 130 130 130 130 66 130. 130' 130 IX 130 72 130 130 1 130 130 130 78 '130 130 130 130 130 72 120t 130, 130 130 130 78 130 130 1 130 130 130 84 123 130 130 130 130 78 111 1.25 130 130 130 ii Vi 84 130 130 130 130 130 90 115 129 130 130 1 130 84 103116 130 130 130 13 90 130 130 130 130 130z 96 108 .121 130 1 130 1 130 90 96 108_ 123 130 130- 96 130 130 130 130 1 130 102 101 114 130 30 130 96 1 90 101 116 130 130 Is tn F 102 129 130 130 1 130 1 130 108 96 108 123 1130 102 . 85 95 109 127 130 30, :Fl 108 122 130 130 1 130 1 130 114 91 102' 116. 130 30 108 80 90' -103 120 130 114 116 130 130 1 130 130 120 86 97 111. 129 130 1114 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 88 101 117 130 126 69 77 88 103' 123. z 132 100 120 130 130 130 138 1 75 1 84 96 112 130. 132 65 74 84 98 118 138 96 115 130 130 130 144 72 81 92 108 129 138 63- 70- 80 -94' 113. 144 92 110 130 130 130 150 69 77 88 103 124 144 60 68 77 90 108 Lu E 160 88 106 130 130 130 156 66 74' 85 99 119 150 58 65 -74 B6 104 x iEi 156 85 102 127 130 130 162 64 72 82 96 115 156 55 62 71: !83 100 r, 168 61 69 92 M 162 81 98 122 130 130 162 53: 60 69 80 96 o� m4 168, 51 58 66 77 93 79 168 79 94 118 130 130 174 59 67 76 89 107 - 174' 76 91 1,14 130 130174 50 56. 64 74 89- 190 57 65 74 86 103. 180 73 88 110 130 130186 55 62 71 83 100 180- 48 '54 62' .72 86- Z w g.a .2 186 71 85 106 130 130 192 54 60 60 60 1 .60 186 46 52 60: 70 84 0 198 52 .59 60 60 60 45 -51 59 _�Q 60 m 192 60 60 60 60 60 192 a 198 44 49 56 -60 60 < co D 198 60 60 60 60 60 1 204 51 57 60 60 60 :Z DI 204 60 60 60 60 60 210 49 55 60 60 60 204 42* 48, 54 60 60 210 60 60 60 60 60210 41 46 53, 1 .60 1 60- V) a216_ 48 54 60 60 60 216 60 60 60 60 60 222 46 52 60 60 60 216 40 45 51 1 60 60 222 59 60 60 60 60 222 39� .44 '50 58 60. 228 45. 51 58 60 60 Q� u 228 58 60 60 60 60 234 44 50 57 60 60 228 38 43 49 57, '60 0 :E 234 56 60 60 60 60 234 37 -42 47 55 60 2 240 43 1 48. 55 60 60 - F- 240 55 60 60. 60 60 246 42 47 54 240 �36 41, 46 .54' 60to 1 C. 246 54 60 60 60 60 252 41 46 53 60 60 246 35 40 45 53 60- !C, --- 252 34� 39- 44' .51 60; i52 52 60 60 60 60 258 40 45 51 6 LIJ Q- 60 258 51 60 60 60 60 258 33 38: 43' 50' 60P z 264- 39 44 50 <�_o '33 37 42- P49 264 50 60 60 1 60 60 270 38 43' 49 '57 1 -60 264 : 270 49' 59 60 1 60 60 270 32 36 41 48 58 -6 o I 276 37' 42 �48 56 1 60 60 60 276 48 57 60 1 60 60 -276 31 '35- -40 47' '56 < .282 37 41 .47 55 60 z.N 282--47 56 60 60 60 288 36 40 6 1 54 1 60 282 1 31 34 39 46.' .55 288 46 55 60 60' 60294 35 39 45' .53 60 288, 30 34, 39 45- 54___ d- -2-94 -45 54 60 60 60 300 34 39 44 52 60 294. 29 33 38 44 53 U a z m 113, 300 44 -53 60. 60 60 306 34 38 43 51 60 300 29 32 37 -.43. 52 o 8 ' 36 42 51 z 306 43 52 60 60 60 312 33 37 .43 50 60 306 28 32 312 42 51 60 60 60 318 32 37' 42 49 58 312 - 31 36 42 50*- 318 42 '50 60- 60 60 324 32 36 41 48 57 318 - 31 35-i .41 49 - 34 40, 48 324 41 49 60 60 60 330 31 35 40 47 56 324 30 330 40 48 60 60 60 336 31 35 39 46 55 330 - 29 341 39 47. 336 39 47 59 .60 60 342 30 34 39 1 45 1 54 336 - 29 33 39- 146 Ap _-34-2 39- 46 58 60 60 348 30 33 38' 44 53 342 - 28 '32 38 45 A 348 38 46 57 60 60 354 29 33 37 44 52 4 1 - 45 60 1 354- 37 45 56 1 60 360 29 32 37 43 52, 354 - 3 7 144 360 37 44 55 60 1 60 1 '360 - 31 ;4 43 9 �_6 - 4-- '73- Y.. 11 lo-, -- 12 11 ._ 10. 9. - - .8 - 6- 5 4 - -3 - .2 1 -- .7EFFREY CAR i0giiigrr CONCRETE FILLED BLOCK/CMU TABLE REINFORCED WITH MIN#5 BAR IN CONCRETE FILLED CELL H 5116"ULTRACON RACK W/ Wo5/16"ULTRACON. SCREEN POURED REINFORCED" - N0 SPANS (MIN 3515 PSI( SCREEN POURED REINFORCED' .UP TO SPANS (MIN 3000 PSI) v ioawrw'ao'ib;N.MA t. u.F : - (in) ANCHOR SPACING(INCHES) UP TO - 18 16 14 12 10 (in) ANCHOR SPACING' INCHES F OLIQP'G� 48 130 130 130 1 2 130 24 22 20 18 12 F..b'�y 48 130 130 130 130 130 'errONA 54 130 130 130 130 130 54 130 130 130 .130 .130IIn1G G 60 130 130 130 130 130 a 66 130 130 130 130 130 60 130 1.30 130 130 130 s 72 130 130 130 130 130 66 130 130 130 '130 130 78 120 130 130 130 130 72 130 130 130 130 130 _ 84 111 130 130 130 130 78' 123 130 130 '130. 130 90 104 130 130 130 130 84 114 125 130 130 130 96 98 125 130 130 130 90 107 116 128 130 130 102 92 118 130 130 130 96 900 109 120 130 130 g- F 108 87 111 130 130 130 102 94 103 113 125 130 'F. 114 82 106 130 130 130 1 108 89 97 107 119 130 120 78 100 130 130 130 114 84 92 101 112 130 126 74 96 130 130 130 120 80 87 .96 10711210 U ad 132 71 91 128 130 130 126 76 83 91 102 130 z 138 68 87 122 130 130 132 73 79 -87- 977 130 — 144 65 84 117 130 130 138 70 76 83 93 130 V) 150 62 80 112 130 130 144 67 73 80 89 130 W E 156' 60 77 108 130 130 150 64 70 7.7 85 128 1 156 62 67 74 82 123 ~ r 162 58 74 104 130 130 N w 168 56 72 100 125 130 162 59 65 71' 79 119 ,N LL S 174 54 69 97 121 130 168 57 62 69 76 114 0 O o 180 52 67 94 117' 130 174. 55 60 66 74 110 z r 107 186 50 65 91 113 130 64 71 186 52 180 53 58 56 62 69 103. Z 192 49 60 60 60 60 192 50 55 60 ' 67 100 0 N ¢ z 198 47 60 60 60 60 Q LL o D 198 48 53, 58 65 97 A 204 46 59 60 60 60 _ o 210 45 57 60 60 60 r22 47 51 56 63 94 216 43 56 60 60 60 46 '50 55 61 91- _ 222 42 54 60 60 60 44 48 53 59 89 228 41 53 60 60 60 43 47 52 58 ' 86 234 40 51 60 60 60 42 46 51 56 . 84 O, 240 39 50 60 60 60 41 45 49 '55' 82246 38 49 60 60 60 40 44 48 53 80 NCC252 37 48 60 60 60 39 43 47 52 78 258' 36 47 60 60 60 38 42 46 51 76 w _ -� 264 35 46 60 258 37 41 45 50 74 60 60 264 36 40 44 48 73 270 35 45 60 .60 60 276 34 44 60 1 60 .60 270 36 39 43 . 47 71 -- — 282 33 43 60 60 60 276, 35 38 42 - 46 70 -288--33- 42- 59 1 60 60 1 282 34 37 41 45 68 p a W 288 33 36 40' -44 -67 - '� - 294 32 41 57 60 60 x' - w 8 300 31 40 56 60 60 294 33 36 39 44 65 U 306 31 39 55 60 60 300 32 35 38 43 64 p 312 30 39 54 60 60 306' 31 34 38 42 63 N 318 29 38 53 60 60 312 31 34 .37 Al 62 z LL: o 324 29 37 52 60 60 6 10 Q 6, 330 28 36 51 60 60 336 36 50 60 60 A, 342 35' 49 60 60 A 348• 35 48 60 60 354 34 48 59 60 20 360 33 47 1 59 60 12 11 lU 9 8 7. 6 5. 4 3 2 JEFFREYC F" h1gW Nuiip GROUT FILLED BLOCK/CMU TABLES --- - - P �� F 11 2 Drop In 3/ Drop In 1/4''Drop In q EHSF•. o% SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SPANS SPANS SPANS VAIIQDH WRHOM 4.SEAL UP TO UP TO UP TO ! ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES a 24 20 16k130 10 18 16 14 12 '10 12. 10 8 6 4 Ri 48 130 130 '130 130 48 130 130 130 130' 130 48• 130 :130 130 130 130 54 130 130 130 130 54 130 130 130 130 130 54 127 .130 .130 .130 130 G 60 130 130 130 130 60 130 130 130 130 130 60 114 130 130 _130, 130'. ' '� 66 130 130 130 130 66 130 130 130 130 130 66, 104 124 130 130 130 72 130 130 130 .130 72 121 130 130. 130 130 .72 '95 114 130 130' 130 d 78 130 130 130 130 78, 112 126 130 130 130 78 .88 105 130. 130 130. 84 130 130 130 130 84 104 117 130 130 130. 84 81' 98- 122 :130 .130 IirVJ -; 90 130 130 130 130 130 90 97 109 125 1 130 1 130. 90 76 91 1 114 ll 30 -130 0 . W ^ 96 125 130 130 130 130 96 ._91 102 . 117 130__930 96' 71 .86' _107' d30 130 F 102 118 130 130 130 130 102 85 96 110 128 130 102 67' 80 101 '130 130 F. 108 111 130. 130 130 130 108 81 91 104 121 1 130 1 108 63 76 95 127 130 'w �= 114 105 126 130 130 130 114 76 86 98 115 130 114 60 .72 90 '120• '130 {/, �_9 ;F 120 100 120 130 130 130 120 73 82 93 109 130 120 57' 68 86 114 130 126 95 114.130 130 130 126 69 78 89' 104 125- '126 '54. 65 81 .109 130 U .a 132 91 109 130 130 130 132 66 74 85 99 119 132 52 62 78 104 •130 Z 138 87 104 130 1 130 130 138 63 71 81' 95 114 138 50 59 74 '99 1.30' - m 144 83 100 125 130 130 144 61 1 68 78 91 109- 1144 48 57 71 95 :130 150 80 96 120 130 130 150 58 65 75 87 105 0 46 55 68 91 130 LU q E 156 77 92 115 130 130 156 56 63 72 84 101 6 44' S3 66" 88 130 162 74 89 111 130 130 162 5A bl 69 81 97 2 42' S1 63 " 84 127. �. ;E!168 71 86 107 130 130 768 52 58 67 78' 93 8 41 49 . 61 81 122 V .M LL o 174 69 83 103 130 130 174 50 56 64 75 90 4 39 47 59 .79 118 =180 67 80 100 130 130 180 48 55 62 73 87 0 .38 46 57 '76• 114 186 65 77 97 129 130 186 47 53 60 70 84 186. 37 44 55 . 74 110 192 60 60 60 60 60 192 45 51 .58 60 60 192 36 43 '.53 60 60. w z.I F-'.- a¢ o l 198 61 60' 60 60 b0 198 44 50 57 60 60 198' 35' 41 52' 60 60: D' 204 59 60 60 60 60 204 43 48 55 60 60 204 34 40 50 60 60 Q 210 57 60 60 60 60 210 42 47 53 1 60 1 .60 210 33 39 49 60 • 60 o 3 216 56 60 60 60 60 216 40 45 52 60 60 :21'6 32 38. 48 60. 60 in W 222 54 60 60 60 60 222 39 44 51 '59 60 222 31 . 37 46 60- 60 228 53 60 60 60 60 228 1 38 1 43 49 57 60 228 30 36, 45. 60 60 234 51 60 60 60 '60 234 37 42 48 56 60. 234 29 35 44 58 60 g 240 50 60 1 60 60 60 240 36 41 47 55 60 .240 29 34 43 _57 60. o. 246 49 59 60 60. 60 246 35 40 46' 53 60 246 28 33 42 56 60' N , C 252 - 48 57 60 60 60 252 35 39 44 52, 60 252 - 33 41 54 60 ;C 258 47 56 60 60 60 258 34 38 43' 51 60. 258, 32 40 1'53 60 264 45 55 60 60 60 264 33' 37 42 50 59 264 31' 39 52 60 s 270 44 53 60 60 60 270 32 36 42 48 58 270 30 38 51' 60 .0< 276 43 52 b0 60 60 276 32 36 41 47 57 276 - 30 37 .50: :60 _o'� 282 43 51 60 60 60 282 31 35 40 46L 56 282 29• 36 49' 60 a 3 0 288 42 50 1 60 1 60' 60 288 30 34 39 45 55 288 = 29 36 48 60: _Lgo -- 294 41 49 60' 60' 1 60 - - - 294-- 30 33 38" 44- 53 294- - - 28. 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D B. 216 32 39 48 60 .60 216 31 '38 51 60 210 46 '51 59 60 60 204 35 .40 47' 56 1 '60 1N 222 31 38 47 60 60 222 30 37 50 60 216 44 50 57 60 60 210 34 39 46 55 60- 228 31 37 46 60 60 228 29 36' 48 60222' 43 49 56' 60 . 60 216 33 38' 4A' S3 60 234 30 36 45 59 .60 234 28 35 47 60 228 42 47 54 60 60 222 32 37 -43 .52- 60. 234 41 46 53 60 60 228 32 . 36 42' '51 60 0 o 240 29 35 44 58 60 240 35 46 60 240 40. 45• 51 60' 60• 234' 31 35 41 49 60 F- 246 28 34 42 57 60 246 34 45 60 240 30 34 40 48 60 F_ C 252 33 41 55 60 252 33 44 60 246 39 44 50 59 60 246 29 33 39 47' S9 258 32, 40 54 60 258 32 43 60 252 38 43 49 57 60 a 258 37 42' 48. .•56. 60 252. 29 33 38 46 57 w o. o i E W 264 - 32 40 53 60 264 - - 31 42 60 �-. � Z,_E D 264 36 41 47 55 60 258 28 32' 37 45 56' ¢ a 12- 31 2 W 270 31 39 52 60 270 31 41 60 264 - 31 36 44' S5 _ 0'^z 276 30 38 50 60 276 30 40` .b0 270 36 40 46 53 60 0` = 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 52 294 28 36 47 57 294 .28 38 56 288 33 38 43' 50 60 282• 29' 34 41 51 o - <f•w - -_ B 300 35 46 56 300 37 55 294 33 37 42 49 60 0.� 288' 29' 33 40. 50. = W 300 32 36 41 48. 60 294 - 28 33- 39 49 CJ a W B 306 - 34 45 55 306 - 36 54 o G 0 312 33 45 54 312 - 35 53 306 31 35 -40 47 60 300 32 38: 48 p Z 312 31 35 40 46 60 306 - - 31 38: 47 318 - 33 44 53 318 35 52 0 0'8 .324 32 43 52 324 34, 51 312 •� 330 - 32 142 51 330 33 50 0.a 336 31 41 50 336 33 49 .D 0? 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'86 107 130 130 90 107 128 130 130 130 90 67 80 100 130 130 go 67 80 100 130. 130 GE, 96 700 120 130 130 130 96 63 75 94 125 130 .96 63* J5 94 125 130 102 94 113 130 130 130 102 59 71 88 .118' ' 130 102 59 71 88' 1-18 130 R 108 .89 107 130 130 130 108 56 67 83 Ill 130 1 108 56 67 83 '111 130 F iF' 114 -84 101 126 130 130 114 53 63 79 105 130 114. 53 -63 -79 105: 130, An 120 80 96 120 130 130 120 50 60 75 100 130 120 50 60 -75 100 130 12676 91 114 130 130 126 48 57 71 95 130 126 48 57' 71 95,' .130 u 1 , 132 1 73 87 109 130 130 132 .45 55 68 91 130 132 45 55 —68 91 -130 Z: 138 1 70 83 -104 130 130 138 43 52 65 87 130 138' 43 52 65 87 _130L 144 67 80 1 100 130 130 144 42 50 63 .83 126' 144 42 50 1 '63-1 83, 125 150 64 77 1 96 1 128 130 150 40 48 60 80 120 150 . 40 48 60 80 120 E 156 62 74 92 1 123 130 156 38 46 58 77 115 156 38 46 58 77 115 E z !E! 162 59 71 89 119 130 62 37 44 56 74 Ill . .162 37 44 56 74 '111 F— r, — V) 168 57 69 86 114 730 168 36 43 54 71 107 168 36 43 54 71 107 Z) 174 55 66 83 110 130 174 .34 41 52 69 103 174 34 41 '52 69 '103v o 0, 180 53 64 80 107 130 180 33 40. 50 67 100 180 33 - 40' 50 67 100 Z 186 52 62 77 103 130 186 32 39 48 65 97 186 32 39- 48, 65 97 192 50 60 60 60 60 192 31 38 47 60 60 192 31 38 47 60 60 Z < 198 48 58 60 60 60 198 30 36 45 60, 60 198- 30 36 AS 60 60 w 10 D 204 47 56 60 '60 60 204 29 35 44 59 60 204 29 35 44 59 60 .0 z D 210 46 55 60 . 60 60 210 29 34 43 57 60 210 29 34 43, .57 60. .216 44 53 60 1 60 60 216 28 33 42 56 60 216 28 33 42 -56': '60 ffi 0 222 43 52 60 .60 g60 222 - 32 41 54 60 222 - 32 41. 54 60 228 42 51 60 60 60 228 32 39 53 60 228 .,32 39., 53 60' 234 41 49 60 60 60 2340� 31 38 .51 60 234 31 38 51 ' 60 240 .40 48 60 60 60 .240 30 38 50 60 240, '30. 38 50 60 0 F— .246 39 47 59 60 60 246 29 37 49 60 246 29, 37 49 -60 C '252 38 1 46 57 60 -60 252 29 36 48 60 252 29, 36 48; 60 1 t 258 37 1 45 56. 60 60 258 28 35' '47 60 258 28 35 47 .,60 - ' 264 36 44 55 . 60 60 264 - 34 45 60 264 - 34- '45 60 Lu- La z ED M 270 36 43 53 .60 607 270 33 44 60 270 33' 44 < s—o 60.- 276 35 42 52 60 60 276 33 43 60 —276 33' 43 60 2 .60 =282 34 . 41 51 60 60 282 32 43 60 282, 32 43 ,60' —.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 31 41 60- 3 B 300 32 38 48 60 60 300 30 40 60 300 30 40 60 U3'Z m :B' 306 31 38 47 60 60 306 29 39 59 306 29 39: '59 I;R H 312 31 37 46 60 60 312 29 38 58 312 29' 38 58'. 318 30 36 45 60 60 318 28 38: 57 318 28 38 57 324 30 36 44 59 60 .324 - 37 56 '324 - 37 56 330 29 35 44 58 60 330 36. 55 -330 36 55 336 29 34 43 57 60 336 36 54 336. 36 54 L'i rA 342 28 34 42 56 60 342 35 53' 342 35 53 A 348 - 33 41 55 60 _M8 34 52 348 34' 52 ;& 354 33 41 54 60 —354 34 51 32 40 53 60 1 1 33 1 50 j 343 360 360 34640 51 24 12 - 10 9 B 7 6 _ 12 11 _ �0 Y - 7. -- 6. 5 9 3 2' JEFFREY 1 -- -- - - - FREY C.F Nv, .11111" HOLLOW BLOCK TABLES - - -- -- - - c.E I ' H 1/4"CRETE-FLEX 3/8"THREADED ROD&EPDXY 3/B'.HOLLOW SET(Simpson) SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK CREEN bg�4. SPANS SPANS• (with 3-1/2"SCREEN TUBE) SPANS HOLLOW BLOCK = * c UP EAL TO UP TO �, :0 ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES EE �� (in) ) A 2CHOR10PACINB INCHbES' 12., l0 8 6 4 12- 10 8 6 4 (in) (in► xl y 48 120 130 130 130. 130 48 63 75 94 125 .188 54 107 128 130 130 130 48 130 . -130 130 130 0 \? 60 96 115 130 130 130 54 130 130 130 130 54 56 67 83 111 167 n/� a G IQI m. 66 87 105 130 130 130 60 120 130 130 130 66 .50 60 75 91 .150 m G' 72 80 96 120 130 130 66 109 130 130 130 66 45 .55 68 91 136 >LL 78 74 89 11.1 130 130 72 100 120 '130 130 72 42 50 63 83 125 84 69 82 103 130 130 78 92 111 130 130 78 38' 46 58' 77 115 �y►A �s 90 64 77 96 128 130 84 86 103 129 1 130 84 36 43 54 71 107 90 33. 40 50 67 100' 96 60 72 90 120 130 90 80 96 120 130 b � t 102 .56 68 85 113 130 96 75 90 113 130 96. 31 38 ._47 63 94 n a„ 102 71 85 106 130 102 29 .35 44' 59 88 t. s=. 108 53 64 80 107 130 - ' F 108 67 80 100 130 108 28 33 42. .56 83 ►/� Ip 114 51 61 76 96 130' 114 '63 76 95 126 114 32 39 53 79 Vl - 120 48 58 72 96 130 120 60 72 90 120 120 '30 38 50 75 126 46_ 55 69 91 130 126- 57 69 86 114 126 29 36 -48 71 U 132 44 52 65 87 130 132 - 34 45 68 = 138 42 50 63 83 . 125 132 55 65 '82 109 138 33 43 65 Z = 144 40 48 60 80 120 T38 52 63 78 104 150 38 46 58 77 115 144 50 60 75 100 144' - 31 42. 63 T56 37 44 55 74' 111 150 48 58 72 96 150 30 40 60, W E 156 46 55 69 92 156 29 '38' 58 jEl 162 36 43 53 1 71 107 162" '28 '37 56 168 34 41 51 69 103 162' 44 53 67' 89 N w J 168 43 51 64 86 168 36 84 o 174 33 40 .50 1 66 99 174 41 50 62 , 83 174 34 52 g 1 180 32 38 48 . 64 96 '180 40 48• 60' 80 180 - 33 -50 `w m 12 186 31 37 46 62 93 186 32' •48' Z 3 :`a _ 186 39 46 58 60 192 30 36 45 60 60 192 3L 47 H a a p F228 38 45 56 60 198 29 35 44 58 60 36 44 55 60 198 30 45 p'O,N a z D 204 28 34 42 '56 60 35 42 53 60 204 29 44 Q ` _z 210 - 33 41 .55 60 216 32 40 53 60 34. 41 51 60- 210 - - - '29 43" 222 31 39 52 60 33 40 50 60 216 - - - 28 42 -. U) 228 30 38' 51 60 32 39 49 60. 222 - - - 41 234 30 37 49 60 32 38 47 60 228 - .39 u 31 37 46 60 234 - - '38 0 240 29 36 48 60 _ _ 0- 246 28 35 47 60 246 30 35 45 60 246 38 0 o 246 29 35' 44. 59 246 - - - - 37 to C 252 - 34 46 60 252 29 1 34 43 57 252 - 36 iC 258' 33 45 60 258 28 33 42 56 258. - 35.34 w 264 33 44 60 264 - 33 41 55 264 - - 270 32 43 60 _ ¢ < ¢ °w. 270 32 40 53 270 33 0 0,�,= 276 31 42 60 276 - 31 39' 52 276 - 33 282 31 41 60 282 - 31 38 51 282 - 32 o 288 30 40 60 3 z a -- 288 - 30 38 50 288 31 z'q m 294 29` 1 39 59 294 - 29 37 49 294 -31 _ _ _C= is B 300 29 1 38 58 300 29 36 48 300 30 U 3 i w B' 306 28 38 .56 1.W 8 ' 306 - 28' 35 47 306 - - - - 29 �o�i i 312 37 55 '312 - - 35 46 312 - :29 L 318 36" 54 €:,9 318 - 34 45. 318 - 28 Z o w - 324 36. 53 324 33' 44 324 - .28 o o 4 330 35 52 330 - 33 44 330 - - o �; g.W N 336 34 51 336 32 43 336 342 34 51 342 32 42 342 A, 348 33 50 348 - 31 41 348 A', 354 33 49 354. 31 4l 354 - - 360 1 1 1 32 48 360 1 1 30 40 360 25 12 11 10 9 8 _�._ _ _6 5 4- ._ .. _ _ .3, _ .2 _ _.1. 12 11 10 9 8 - 7- -6 - - -5 - 4. - 3- 2.': 1 —-— --- - - 7 p ------ — -- --------- --- --- ------- - —- ___ __ 1EFFRE�YGFRI 79�fri HOLLOW BLOCK TABLES 3/8"THREADED ROD&EPDXY ` �' ...... H: STRAP BRACKET W/TWO 1/4" HOLLOW BLOCK 6097q CRETE-FLEX ort/4"TAPCON SCREEN SPANS (w/UMBRELLA INSERTS) AuowobleEpoxy brands&Types: y SCREEN HOLLOW BLOCK UP TO II Powers Taos Yal CY WISH O4IGINALP.f.SfAtl , = SPANS (in) ANCHOR SPACING INCHES 2)RW RetlHead A7 ® -q S 0p ;+ UP TO ANCHOR SPACING(INCHES) 12 10. 8 6 0 (in) 48 130 130' 130 •130 18 16 12 10 8 54 130 130 130 130 Ilus�» Al 48 117 130 130 130 130 +u+ G 60 130 130 130 '130 ,G; 54 104 117 130 130 130 60 93 105 130 130 130 66 130 130 130 130 72 130. 130 130 .130 66 85 95 127 130 130 0� 72 78 88 117 130 130 78 123 130' 130 130 78 72 81 108 129 130 84 114 130 130 130 .E 90 107 128 130 130 u ffi 84 67 75 100 120 130 96 100 120 130 130 LI 90 62 70 93 112 130 102 94 113 130 130 F 96 58 66' 88 105 130 108 89 107 130 130 'F 102 55 62 82 99 124 114 84 101 126 130 �+ 108 52 58 78 .93 117 120 80 96 120 130 114 49 55 74 88 111 126 76 91 11'4 130 U 120 47 53 70 84 105' 132 1 .73 1 87 109 130 Z > 126 44 50 67 80 100 138- 70 83 104" 130 _ 132 42 48 64 76 95 144 67 80 100' '130 138 41 46 61 73 91 150 64 77 96 128 W E 144 39 44 58 70 88 156 62 74 92 121 m E 150 37 42 56 67 84 162 59 71 89 119 r 156 36 40 54 65 81 168 57 69 86 114 � LL o 162. 35 39 52 62 78 174 55 66 83 110 0 o g H 168 33 38 50 60 75 180 53 64 80 107 Z } z > 174 32 36 48 58 72 186 52 62 77 103 — W 2 .0, 992 50 60 60 60 a < 'o, 180 31 35 47 56 70 0 � o m 186 30 34 45 54 68 198 48 58 60 60 Q a 0 N '< z D 204 47 56 60 60' m z ;D, 192 29 33 44 53 60 0 198 28 32 42 31 60 210 46 55 60, 60' N. 204 - 31 41 49 60 216 44 53 60 60 = 210 30 40 .48 60 222 43 52 60 60 < 228 42 '51 60 60 u 216 - 29 39 47" 58 � � 222 28 38 45 57 234 1 41 49 60 60 O 228 37 44 .55 240 40 48 60 60 0 246 39 47 59 60 V) C 234 - 36 43 54 252 38 46 57 60 C 240 - _35_ 42 53 246 34 41 51 258 37 45 56 60' 264 36 44 55 60 252 - 33 40 50 ¢ = `5°W 258 33 39 49 270 36 43 53 .60 oo "a 276 35 42 52 60 264 - 32 38 48 3 0< 270 = - 31 37 47 282 34 41 51 60 Z z a m - ---- — 288 33 40 50 60 276 - 30 37 46 294 33 39 49 60 �" —-'d z-W�— B 282 - 30 36 45 300 32 38 48 60 U 3 i m •B 288 - 29 35 44 _ =.o 306. 31 38 47 60 294 - - 29 34 43 312 31 37 46 60 3 Sz 300 28 34 42 318 30 36 45 60 o W 306 - - 33 41 324 30 36 44 59 1 3:. .sy' '=V' w . ' 312 - - 32 40 330 29 35 4458 Q "r.,. oG 336 29 34 43 57 342' 28 34 42 56 A 348 - 33 41 55 A. 354 - 33 41 54 360 32 40 53 26 -- - . 12 II' 10 9 8 -- -�-- 6 _.- -5 -- - 4 11 11 10 9 7 6 --5 -4 3- - 2 N JEFFREY. - ' A 41JH.Fr:-' WOOD TABLES - - - - - - �.. 1/4"TAPCON 1 4"P ANELMATE INSERTS 14"PANELMATE FEMALE 114"PANELMATE MALE ICE SCREEN SPANS SYP(OSGD55) SCREEN WOOD SCREEN WOOD SCREEN WOOD ° / 6p974..`•.*� SPANS SYP.(SG.55) SPANS SYP(SG:55) SPANS SYP(SG.55) _ UP TO UP TO UP TO UP'TO �a i wrtx P.E.SEAL ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES 0 m _ OF (1n1 12 10 8 6 4 (in) 12 10 8 6 4 (in) .12 10 '8 6 4 (ill. 12' 10 8 6' 4 <`0 . , ,�` 48 130 130 130 130 130 48' 130 130 130 130 '130 48 130 130 130 130 130 48 130 130 130 130' 130 Q.• \��'`` 54 130 130 130 130 130 54 130 130 130 130 130 54 130 130' 130 1 130 130 54 130 130 '130• '130. 130 NAI5EN 60 130 130 130 '130 130 60 130 130 130 130 130 60 130 130 130 1 130 130 60 130 '130"130 130 130' "" ik"'' 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 84 100 120 130 130 130 84 100 120 130 130 130 84 100 120 130 130 130 84 100 120' 130 930 130- 6If 90 93 112 130 130 130 90 93 112 '130 130 130 90 93 112 130 130 11 30 1 90 93 112 .130 .130' 130 A 3" 96 88 105 130 130 130 96. 87 105 130 130 130 96 87 105 130 130 130 1 96 87 -105" •130 130 130 102 82 99 124 130 130 102 82 99 123 130 130 102 1 82 99 123 ' 130 .130 1 102 82 99 '123 130. 130 8 108 78 93 117 130 130 108 78 93 116 130 130 108 78 93 116 130 130 108 78 93 .116 .130 130 'w F 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 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 80 100 130 730 126 66 80 100 130. 130 126 66 80 100 130 130 126 66 80. .'100 130 130 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. 138 61 73 91 .122. 130 -138 1 61' 73 91 121 130 138 61 73 91 121 130 138 61 73 91 121 130' z _ 144 58 70 88 1'17 130 144 . 58 70 87 116 130 144 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 84 112 130 150 . 56 67. 84 112 130'' LL) E' 156 54 65 81 108 130 156 54 64' 1 81 107 130 156 54 64 _'8L. .130' 156 54' 64 81 107 130 E2 =1 ;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' f-_.r, 168 50 60 75 100 130 `168 50 60 75 100 130 168" .50 60 75 100 130 168 50 60 75 100 130 174 48 58 72 97 130 174 48 58 72 96 130 174 48 58 72 96 130 174 48' 58' 72' 96 130 = - gCeL 180 47 56 70 93 130 180 47 56 70 93 130 180 47 56 70 93 130 180 47 56, .70 93 130 0W.7 _. 186 45 54 68 90 130 186 45 54 68 90' 130 186 45 54 -68' 90 130 186 45 54 68 90 130 Z w �'a x 192 44 53 60 60 60 192, 44 52 60 60 60 192 44 52 60 60 60 192 44 ..52 60 60 60a m Zo 198 42 51 .60 60 60' 198 42 51 .60 60 60 198 42 51 60 60 60 198 42 51 60 60 60' ° 0.N p 204 41 49 60 60 60 204 41 49 60 60 60 204 Al' 49 60 60 60 204 41 49 60 60 60. Q m ` z D; 210 40 48 60 60 60 210' 40 48 60 60 60 310' 40 48 60 60 60 210 40 48 60 60 60 lo 3 216 39 47 58 60 60 216 39 47 58 60 60 216' 39 47 58 60 60 216 39 47 58 60 60 N w 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 1 60 60 1 228 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 u 240 35 42 53 60 60 240 '35 42 52 60 60 240 35' 42 .52 60 60' 240 35 42. 52.. 60• 60 .0 0 246 34 41 51 60 60 246 34 41 51 60 60 346 34 41 51 60 60: 246 34 41, 51 60 60 C 252 33 40 50 60 60 252 33 40 50• 60 60 252 33 40 50 60 60 252' 33 40' '50 .60 60 c 258 33, 39 49 60 60 258 32 39 49' 60 60 258 32 39 49 60 .60 258 32 39 49 .60 60. a 264 32 38 48 60 60 264 32 38 48 60 60 _264 '32 38' 48 60 60 264_ 32 38 48 60 ' 60 270 31 37 47 60 60 270 31 37 47 60. 60 270 31 37 47 60 60' 270 31 37.' 47 b0' 60 Q .Q `5:Q" 276 30 37 46 60 60 276 30 36 46 60 60 '276 30 36 46 60 60 276 30 36 46.- 60' 60, ° 382 30 36 45 60 60• 282 30 36 45 39 60 282 30 36 45 59 60 282' 30 36 45 .59 '60 3 a a -- --- - 288__ 29 35 44 58 60 288 29 35 44 58' 60 '288 29 35 44 58 60 388 29 35 44 58 60 „_.F2 m 294 29 34 43 57 60 294 28 34_ 43' 57 60 '294 28 34- -43 57 60- 294 28 .34 43: 57 60' �- _ _ _d 1 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 m'B. - 306 33 41 55 60 306 33 41 55 60 306 33 41 55 60 306 - 33. 41' 55 60 1 312 32 40 54 60 312 32 40 .54 60 312 - 32 40 54 60 312 32 40 .54 60 n:=z 318 32 40 53 60 318 32 40 53 60 318 32 40 53 60 318' 32' 40 53: 60Z o o 6 324 31 39 52 60 324 .31 39 52 60 324 31 39 ,52 60: '324 31._ '39 52 60 i '� " 330 31 38 51 60 330 30 38' 51 60 330 30 38 51, 60 330 . 30' 38 51 60 �' .° g vi 336 30 38 50 60 336 30 37 50 60 336 30 37 50 60' 336 30 37' 50 60' 0 342 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' T 360 35 47 60 360 35 47 60 360 35 47 60 360 35 47 60 / 12 11 10 -9 6 7 -6 5 __4_.. - - 3 I, 12 11 10 9.: 8 7 6 .. 5 4_._ 3 2. --- 1 -- - - ----- JEFFREY/_p-TABLES WOOD TABLES - - -- ------"------- - - ----- -- - - - ---- C: I TiPrJ=• --- NP ip�6 STRAP BRACKET W/TWO �qNT H 3/8"COMBO ANCHOR or LAG BOLT 1/7'COMBO ANCHOR or LAG BOLT o 1/4"CRETE-FLEX SCREEN WOOD SCREEN WOOD SCREEN WOOD or l 4'TAPCON = 097q., SPANS (SYP with SG>_0.55) SPANS (SYP with SG>_0.55) SPANS (SYP with SG:>_0.55). _ SCREEN WOAD M UDO Y WRH OMNAL P.E SEM' 'C UP TO UP TO SPANS (SYP with SG>_O,SSJ �'•, ® -A OF UP TO ANCHOR SPACING INCHES ANCHOR-SPACING INCHES ' (in) 76ANC ANCHOR SPACING I ACHES 6.._ (in) is 16 14 12 8 (in) 18 16 12 1p g UP TO ANCHOR SPACING'INCHES 'q 48 130 130 130 130 130 48 130 130. 130 130 130 (in) 16 14 M 10 8." \�40 48' 124 130 130 130 1304 130 N E , 130 130 54 130 130 54 110 126 130 130 130 60 1?2 126 130 130 130 60 130 130 130 130 130 54 130 130 130 130 130 G 60 99 113 130 130 .130 n 66 90 103 120 130 130' 66 102 115 130 130 130 66 130 130 '130 130 130 60 120 130' 130 130 130 72 93 105 120 130 130 72 130 130' 130 130 130 66 109 .125 130 130 130' 72 83 94 110 .130 130 78 86 97 11-1' 129 .130' 78 123 130 130 130 130 72 1 100 914" 130 130 '130 =a 78 76 87 102 122 130' 84 80 '90 103 120 130 84 114 129 "130 130 1 130 78 1 92 105 123 130 l30 84 71 81 94 113 130 90 75 84 96 112 130 90' 107 120 .130 130 1 130 84 1.86 98 114 9.30 130 90 66 75 88 106 130 96 70 79 90 105 130 96 100 113 1 130 130 130 90 80 91 107 126 1 130 96 62 71 83 99' 130 102 58 67 78 93 130 102 66 74 85 99 130 102 94 106 130' 130 130 96 75 86 100 120 130 ■ F 108 55 63 73 86 130 108 62 70 80 93 130 108 89 100 130 130 130 102 71 81 94 113 130 „m7tIF 114 52 60 69 83 130 114 59 66 76 88 130 114 84 95 126 130 130 108' 67 76 .89 107` 130 120 50 57 66 79 130 120 56 63 72 84 126 120 80 90 120 130 130 114 63, 72 84 101 126 126 47 54 63 75 12 126 53 60 69 80. 120' 126 76 86 .114 130 130 6 120 60 69 80. 96 120 U m 132 45 51 60 72 126 132 51 .57 65. 76 115 132 73 82 -109 130 130 126 57 65 76 91. 114 z > 138 43 49 57' 69 115 138 49 .55 63 73 110 138_, 70 78 104 125 1 130 132 55, 62' 73 87 109' 144 41 47 55 66 110 144 47 53 60 70 105 144 67 75 100 120 130 138 52 60 70 . 83 104 N i 150 40 45 53 63 106 150 45 50 58 1 67 101 1 150 64 72 96 115 130 144 50 57 67 ' 80 100 IL E 156 43 48 55 65 97 156 62 69 92 111 130' 150 48 55 64 77 96 x IE 156 38 44 51 61 102 162 41 47 53 62 93162 59 67' 89 107 130 156' 46 53' .62 74 92 ~ '� W 162 37 42 49 59 -98 168 40 45 51 60 90 � 168 35 40 47 57 '94 168 57 .64 86 103 129 162 44 51 59 71 89 Z) LL 174 39 43 50 58 87 174 55. 62 83 99 124 168 43 49 57 . .69. 86 0 R 174 34 39 46 55 91 Q', 180 37 42 48 56 84 180 53 60 80 96 120 174 '41 47 55. 66 83 W m w'_ 180 33 38 44 53 88 Z } >. • 186 32 36 43 51' 8$ 186 36 41 46 54 81 186 52 58' 77 . 93 116 180 40 46 53, 64 80 - w 1 °� _ 192 31 35 41 50 60 192 35 39 45 53 60 F- �. z' 198 34 38 44 51 60 192 50 56 75 90 113 186 39 44 52 62 77 �, o m m z 198 30 34 40 48 60 198 48 55 73 87 109 192 38 43 50 60.. 60 N O,N a D 204 29 33 39 47 60 204 33 37 42' 49 60 204 47 53 71 85 106 198 36 42 48 '58 60 Q w M D 210 28 32 38 45 60 210 32 36 41 48 60 210 46 1 .51 69' 82, 103 -204 35 40 47 56." ,60 216 31 37 44 60 216 31 35 40 47 60 21'6 44 1 50 67 80 100 210 34 39 46 55 -60 222 31 36 43 60 222 30 34 39 45 60 u 228 29 33 38' 44 60 222 43. 49 65 78 97 216 33 38 44 53 60 228 30 35 42 60 228 r37 47 63' 76 '95' -222. 32 37 43 52 60' u 234 29 32 37 43' 60 234 29 34 41 60 234 46 62 74. 92 228 32 36 42 51 60 0 240 28 32 36 42 60 240 28 33 40' 60 240 45 60 72 90 234' 31 35: 41 49 60 1-- 246 - 31 35 41 60 246 28 32 39 60 246 .44 59 70' '88 240 30 34 40. 48 60. N' 'C 252 30 34 40 60 C' 252 31 38 60 252 43 57 69 86 246 29 33' '39 47 59 a 258 - 29 33 39 59 258 31 37 60 258 42 .56 67 84 252 29 33 38. 46 57- wo264 - 29 33 38 57 Z264 - - 30 36 60 264 41 - 55 65 82 258 28 32 '37 45` .56' ¢.270 - 28 32 37 56 `5 2 W 270 29 35 59 276 31 37 55 270 40 53 64 80 264 - 31' 36 44 55 o' _� ,a.o 276 - - 29 34 57 276 35 39 52' 63 78 270 - 30 36 43 53 282 - - 31 36 54 a§.o a j 282 - - 28 34 56 282 34 38 . 51 61' 77' 276 - 30 .35.. 42 52• >o-a -288--- - 33 -55 288 - - 30 35 53 288 33 38 50 60 75 282 - 29 34 41 °51vi �2 294 - 32 54 294 - 29 34 51- 294 33 37' "49 59 73 288 - 29 33' e' 300 32 53 300' 29 34 50 300 32 36 48" 58 72 294 28 33' 39 49' U. 3 Z"' iB - - 306 28 33 49 s g W 8 306 - 31 52 312 - 32 48 306 31 35 47 56 71 300 - 32 38 48 312 30 51 318 32 48 312 31 35 46 55 69 306 31 38 47 324 - 30 50 29 49 324 - 31 47 312 - 31: 3T 46 330330 31 46 29 48 336 30 336 28 47342 46 342 29 44 348 - 46 348 29 43 A, 354 45 354 -*2 8' 43 Q 360• 44 360 42 U - -- -- - 1.2. II IU 9 8 7.-_ 6- - - 5. -- - q-- 3 - _ - _ 2 .- .. -1 -- JEFFREY ALLOWABLE SAMMY BRAND: ---_---- - - ---- -- _- -- -- #RC R 7�•PF t/ ���'J ALUMINUM .& STEEL TABLES ,TW BUILDEX SAMMY - H 1/4"SAMMY 1/4"TEKS 1/4"TEKS 1/4"TEKS ]Q FHi•' o SCREEN 16 GA Steel SCREEN 1/8"Steel SCREEN 1/4"Alum' SCREEN 1/8"Alum y74. : SPANS (A36) SPANS (A36J. SPANS (MIN 606$T5) SPANS (MIN 6063-T5) Y YL WilrIV&L KE SEAL UP TO .ANCHOR SPACING. INCHES UP TO UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES e - - -OF (in) 12 10 8 6 4 (in) ANCHOR SPACING INCHES (in) 14 12. 10 8 6 (in) . 12' 70 B. 6 4 ( 4�c' 48 123 130' 130 130 130 14 12 10 8 6 ORAD K. 48 130 130 130 130: 130. 48 127 130 130 '130 '130 0 48 130 130 130 130 130 G 54 109 130 130 130 130 54 130 130 130 130 130 54 113 130 130 130. 130 ! E d 54 130 130 130 130 130 «u, ,uu 60 98 118 130 130 130 60 130 130 130 130 130 60 102 122 130 130' 130 � G 60 130 130 130 130 130 G 66 89 107 130 130 130 66 130 130 130 130 130. 66 92 111 130 130 1 66 130 130 130 130 130 30; , 72 82 98 123 130 130 72 130 130 130 '130 130• 72 85 102 127 130 130 72 130 130 130 130 130 78 76 91 114 130 13078 130 130 130 .130 130 78' 78 94 117 .130'..130' �u) u d I 84 70 84 105 130 130 78 130 130 130. 130 130' 84 130 130 130.130' 130 84 73 87. 109 .130' 130. VV 11 - 90 66 79 98 130 130 84 122 130 130 130 130 90 130 130 130 130 130 90 68 81 '102''130 '130 96 62 74 92 123 130 90 114 130' 130 130 130 96 130 130 130 '130 130 96 64 . 76 1 95 147 130 102 58 69 87 116 130 96 107 125, 130 130 130 102 130 130 130 130 130 102 60 72 90 120 130.. �r z 702 101 118 130 130 130 g F 108 55 66 82 109 130 108 95 111 '130 130 130 108' 130 130 130 130 130 108 56' 68 85 113 130 ,w F 114 .52 62 78 104 130 114 130 130 130 130 130 114 53 64 .80 107 130 (n 120 49 59 74' 98 130 114 90 105 126 130 130'120 86 100 120 130 130 120 '130 130 130 130 130 120 51 bl 76 '102 130 126 47 56 70 94 130 126 126 130 130 130' 130 126 48 58. J3 97 130 m 126 82. 95 114 930 130 U 132 45 54 67 89 130 732 120 130 130 130 .130 132 46 5569 '92 130 = 132 78 91 .109 130 130 Z 138 43 51 64 86 128 138 115 130130 130 130 138 44 53: 66 88 130' - z 144 41 49 62 82 123 138 75 87 104 130 130 144 110 '128- 130' 130- 130 144 42 51 64 85 127 144 71 83 100 125• 130 150 LU 150 39 47 59 79 118 106 123 130 130 130. 150 41 49 .61 81 122 LU 150 69 80 96 120 130 156 38 45 57 76 114 156 102 118 130 130 130 156 39 47 59 78' 1.17 E 156 66 77 92 115 130 = ,E 162 36 44 55 73 109 162 98 114 130 130 130 162 38' 45' 'S6 75 113 162 63 74 89 Ill 130 N. W 168 35 42 53 70 105 168 94. 110 130 130 130. 168 36 44 54 73' 109 LL b 168 61 71 86 107 130 r 174 34 41 51. 68' 102 174 91 106 127 -130 130 174 35 42 53 70 .105 174 59 69 83 103 130 o w 180 33 39 49 66 98 180 88 103 123 "130 130 180 34 41 51 68 102 186 .57 67 80 97 130 186 32 38 48 63 95 186 85 99 119 .130 .130 186 33 39 49 66 98:. 186 55 65 77 97 129 - W Z 192 31 37 46 60 60 192 60 60- 60' 60 60' 192- 32 38 48 60 60. 192 54 60 60 60 60 ~ o t a 198 30 36 45 60 60 198 60 60 60 60 60: 198 31 37 46. 60 60 Q p � < ? 198 52 .60 60 60 60 a 0 �p' 204 29 35 43 58 60 204 60 60 60 60' 60 204 30 36 45 60 60 Q m z !p' 204 50 59 60 60 60 270 28 34 42 56 60 210 60 60 60 60 60 210 29 35 44 58 60 -10 216 33 41 55' 60 21 49 ST 60 60 60 216 60 60 60 60 60 216' 28 34 42 '56" 60 V) ffi 2166 48 56 60 60 60 = 222 - 32 40 53 60 222 60 60 60 60 60 222 - 33 41 .55 . 60 u 222 46 54 6 0 0 60 6 228 - 31 39 52 60 228 60, 60 60' 60 60228 32 40 53 " 60 U, 234 30 38 50 60 228 45 53 60 60 60 .234 60' 60 60 60 60 234 '31 39 52 60 240 30 37 49 60 234 44 .51 60 60 60 240 60 60 60 60 .60' 240. 30'. .38 51 60 0 p 240 43 50 60 60 60 h 246 29 36 48^ 60 246 60 60 60' 60 60 246 30 37 50 60 N C 252 28 35 47 60 246 42 49 59 60 60 252 60 60 60 60 60 252. 29 36 48. 60 C: 258 34 46 60 252 41 48 57 60 60 258 60 1 60 60 60 60 258 28 35 47 60 258 40. 47 56 60 60 w o o 264 34 45 60 264 60 60 60 60 60 264. 35. 46 60 �- z 270 33 44 60 264 39 45 55 60 60 •470 59 60 60 60 60 270 34' 45 60 p o z 276 32 43 60 270 38 44 53 60 60 276 57 . 60 .60 60 . 60 276 '33' .44 60 276 37 43 52 60' 60 a Z Z 282 - - 31 42 60 282 56 60 60 b0' b0 282' - - 32 43 60 3 o a -- -- 288 .. 31 41 60 282 36 43 51 60 60 288 1 55 60 60 60 60 1 288 - 32 42 60 288-- 36 42 50 60 60 60 60 60 ms`s W, 294 - 30 40 60 294 54 .60 294 31 41 60 ,c B 300 30 39 59 294 35 41 49 60 60 300 53 60 60. 60 60 300 30 41 .60 --- 300 34 40 48 60 60 U 306 - - 29 39' 58 306 52 60 60 60 60 306 30' 40 60 = W 8 306 34 39 47 59 60 Z � 312 - - 28 38 57 312 51. 59 60 60 60 312 - - 29 39 59 ���3 312 33 38 46 58 60 318 37 56 .378 50 58 60 60 60 318 29 38 58 N 'o 324 36 55 318 32 38 45 57 60 324 I. 49_ 57 .60 60 60 324 - 28 38 56 z. o F 324 32 37 44 56 60 3; ''p o a 330 36 54 330 48 .56 60 60 60 330 - 37 55 h G d f 336 35 53 330 31 36 44 55 60 336 47 .55 60 60 60 336 36, 54" 342 35 52 336 31 36 43 54 60 342 46 54 60 60 60 . 342 36 53' 342 30 35 42 53 60 A 348 34 51 348 46 53 60' 60 60 348. - 35 53 A li 348 30 34 41 52 60 _ 354 - 33 50 354 45 52 60 60 60 354 34 52' 360 33 49 354 29 34 41 51 60 360 44 51 60 60 60 360 - - 34 5'l .29 360 29 33 40 50 60 - - - - i 12 II .. IO' 9: 8 7 6. 5 _ 4;_ 3_ _ _ 2 I, ' 12 11 10 9 8 7 6 -5 4 3 2 JEFFREY C'FRIIP.E. Ap EARTH TABLE EARTH ANCHOR NOTES: K 30'.'x I/2"Shaft X 4 r1ellX 1)Use when soil conditions are visually identified to be loose to medium dense sand(Soil Class 4A) 60874 SCREEN SOIL CLASS 4A 2)Use when soil conditions ore mechanically identified to be Soil Class 3. 3) LYMWORIG SPANS MEDIUM DENSE SAND Use With Stabilizer plates are used when soil conditions are visually identified to be loose to medium dense sand'(Soil Class 4,�) VALID P.E.SEAL a)Soil Class 3:24-39 blow count device or 351-550 a torque probe UP TO ANCHOR SPACING(INCHES) b)Soil Class 4A: 18-23 blow count device or 276-350 a torque probe (in) 24 0) 24(2 24(3) -0 I M.-I V ...< �� ,) 48 130 130 130 G 54 130 130 130 60 130 130 130 66 127 130 130 72 117 130 130LAI 78 108 130 130 7 84 100 1 129 130 90 93 120 130 96 88 113 130 0,. F 102 82 106 130 (n 108 78 100 130 % F, 114 74 95 126 120 70 90 120 .6 126 67 86 114 Id - 132 64 82 109 7= > 138 61 1 78 104 1 2 144 58 75 100 bil E 150 56 72 96 LU 156 54 69 92 ;E 162 52 67 89 V) 168 50 64 86 Z) 0 174 48 62 83 180 47 60 80 Z Z. 186 45' 58 77' '192 44 56 60 1 13� < Z,< 198 42 55 60 :D 204 41 53 60 210 40 51 60 216 39 50 60 V) 222 38 49 60 228 37 47 60 U 234 36 46 60Z 240 35 45 60 0 246 34 44 59 C 252 33 43 57 C 258 33 42 56 264 32 41 55 < 270 31 40 53 276 30 39 52 on 282 30 38 51 3 2 Z 288 29 38 50 294 29 1 37 49 U. B 300 28 36 48 B 306 - 35 .47 312 35 46 a 3 Z. 318 34 45 6 324 33 44 �-.00 330 33 1 44 N. 32 4 , 336 .1i. t; j 342 32 42 A 348 31 41 A 354 31 41 360 30 40 30 12 II 101. _9_ V 6 --5- 4 .3'-_' - f-._ 1