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Product Approval (2)
— i, r �y 7t, 711',-1�. �. i��9t' r 1re R YACIei R- Oka r, Cil I Il 74. - r .,,, SCIS Home I Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search.l Florida (4}`;i 7<7 Product Approval Product USER:Public User Product Approwl Menu>Product or Application Search>Application List>Application Detail FL# FL11291-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D.Rist Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (561)322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Jeffrey C.Friant,P.E. the Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Trevor Johnson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R8 COI Certificate of Indenendence 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 Equivalent Product Standard Certificate.pd Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/21/2019 Date Approved 12/10/2019 Summary of Products FL At Model,Number or Name Description 11291.1 Storm Catcher Wind Abatement HVHZ&Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11291 R8 II Dwg.pdf Approved for use outside HVHZ:Yes Verified By:Jeffrey C.Friant,P.E.PE0060974 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for additional FL11291 R8 AE Evaluation Report Ddf limitations. FL11291 R8 AE Fire Testing and UV Eval.pdF Created by Independent Third Party:Yes 0 0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: tee. � SCh«I -�:.� papa ® Credit Card Safe o� s 1 � Y 12 I I 10 9 H 7 6 5 4 3 2 1 JEFFREY C.F TiFIA STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES IA I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(2017)AND 2015 INTERNATIONAL BUILDING " FOR USE INSIDE AND.OUTSIDE THE HIGH VELOCITY HURRICANE ZONE CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM E330,E 1996,EIB86,AND M•D TAS 201,202.203 TESTING STANDARDS. _* ; 2. THESEINSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION - AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED ° `7 p' +GwS.-rE:La t c FOR lk{E SAME PRODUCT APPROVAL. % ° -Sjl` F �� STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO 33-I/3%INCREASE NALLOWABLE STRESS HAS BEEN USED INTHE DESIGN OFTH6 %q Flt R4P�G�` SYSTEM.WIND LOAD DURATION FACTOR Co=1,6 HAS BEEN USED FOR WOOD ANCHOR '., ••. •ST�RAI[ATCH-eR S[R[CN COIOR BLACK VAIITE GRAY HONE OROlV.1) DESIGN, G IVIi VISUAL ucurTMNSMHT4HCE 6.21 0.78 0.17 0.14 009 j 4 SHALL BE DETERM DETERMINED PER SESITI E AND NEGATIVE PI ERATE ENGINEERING INA ACCORDANCE WITH THGN PRESSURES CALCULATED FOR THE USE WITH IEIS SYSTEM np II�,TpI4++`G LIVE-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.17 0.14 0.12 0.06 0.07 ..!' 551-SOIAR SPECTRUM TRANSMITTANCE o.1.1 0.10 O.I6 0.18 0.09 i GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE 1 .VLR-VISUAL LIGHT REFLECTANCE 0.07 0.53 0.76 044 0.72 ' POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY SSR SOLARSPECTRUMREFLECTr,NCE _0.CM OA6___0.19 OA7_ °.17 i ASSEMBLY AS SHOWN. <in 2--SC iAKIIta Gv"meFaOENT 0.1� UZS 0.17 _61 0.14 S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED 1511GC REDUCTION Tse: 67^c 7H>: 73To .2N ! - BY A 1.5 SAFETY FACTOR. ... ... ____....__._.-_._-_. SHGC PROPERTIES TESTED TO:NFRC 201•201011SING NTERUI STANDARD TEST MITIiOD W'IIII CALORIMFTRY 6. THE SYSTEM DETAILED HEREIN 6 GENERIC AND DOES NO]PROVIDE INFORMATION FOR A I IOT BOX METHODS AND IJTItI71NG C.LF.AR.NSLILAIF.D GI.ASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE g"h OPTICA[PROPERTIES TESTED 10: SPECIFIC DOCUMENTS FOR USE N CONJUNCTION WITH THIS DOCUMENT, '„'x F ASTM E 972/ASIM E IU84/ASIIRAL/4 /NfRC 202 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN 107'. i$;a R F LESUNG BY:ARCHIIF.C81RAt TESTING INC...FRESNO,CS FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT.SCREEN 1----- WHAI IS SHGC: PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO MEET BUILDING i ENVELOPE REQUIREMENTS. e6 A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RA110:WHERE I IS THE MAXIMUM AMOUNT OF SOLAR HEAT 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Z GAIN THAT CAN COME THROUGH A WINDOW AND 01S THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT SUPERIMPOSED LOADS. - �x 25'.OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. 9. MAXIMUM SPANS AND DESIGN PRESSURES: cf 'WI IAl IS VL12 9.1 SLIDE TRACK AND S1RAP/BUCKLE 1-16FT SPAN=13OPSF DESIGN PRESSURE AND - >16-26FT MAX.SPAN=6OP5F DESIGN PRESSURE Ll1 E VLT MEASURES HOW MUCH LIGHT COMES THROUGI I A PRODUCT.VLT R EXPRESSED AS A NUMBER BETWEEN 0 9,2 ROLL DOWN TRACKS:1.16FT SPAN=130PSF DESIGN PRESSURE AND>16.30FT MAX. E 1 AND 1.THE HIGHER THE VT NUMBER.THE HIGHER THE POTENTIAL FOR DAYLIGHTNG. SPAN=6OPSF DESIGN PRESSURE I-- W 9.3 GROMMETS:197'MAX.SPAN=60PSF DESIGN PRESSURE w ------- _-- 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2,&9.3 ABOVE. N LL h EVALUATION BASED ON: 11. PANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE LABEL PER PANEL D p REFER TO^TABLES CONTAINING THE FOLLOWING MINIMUM INFORMATION: m FENESTRATION TESTING LABORATORY.INC. I I STORM SMART INDUSTRIES,INC. Z w a W = FOR ALLOWABLE N 61821DLEWILO STREET.FORT MYERS,FL,339661- o, < ZO LAB.No. 8441 IA B.No. 7590 I, DESIGN PRESSURES FL PRODUCT APPROVAL NO.FL 11291 �/ � 0 NIQ Z PROJECT No. 15-5893 PROJECT No. 13.4387 j OPENING NO.N Q m p D FILE No. 13-890 --- '------ 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS 0 3 D APPLICABLE.ALL SCREENS ARE ALLOWABLE FOR 1WO OPPOSITE SIDE ATTACHMENTS WITH LAB.No, 8440 LAB.No. 969.5 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ,ZONE 4.MIAMI-DADE (n PROJECT No. 15.5892 PROJECT NO. 17.7199 REGIONS THEN DEFLECTION VALUES ARE ENFORCED.SEE DEFLECTION TABLE FOR SPECIFIC U BUCKLE SPECIFICATIONS: DEFLECTION VALUES. LAB.No. 7561 LAB.No. 9818I3. EXCEPT AS EXPRESSLY PROVIDED HEREIN.NO ADDITIONAL CERTIFICATIONS OR PROJECT No. 13.4:{87 PROJECT No. 17-7449 PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. O FILE No. 134190 _ WIDTH/DIAMETER:2.5--1-0.10" 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063.16,U.N.O. �. THICKNESS:0.050"+/-1).010' Ln C LAB.No. 6026 LAB.No. 9834 MATERIAL:ACETAL HURRICANE BARRIER PROJECT No. 09.1664 PROJECT NO. 17.7543 POLYPROPYLENE MONOFILAMCNI WOVEN INIO a BA5KEl WEAVE DESIGN: W FILE NO. 09-665 BLACK.WHIIL,BROWN IHLK&IAN). R I Z STRAP SPECIFICATIONS: °_°NEtWNi&,^N�.GRAY,BLK&""" ¢ LA0.NO. 9836 LAB.No. 9835 - ^-1YPICAI RROLL a 1 s°G o D PROJECT No. 17-7543 PROJECT No. 17.7449 r MECHANICAL PROPERTIES TEST MED UNIT VALUE FE° PATTERN:XIOD 1000 F --TEN l--- i McD 3 0 LAB.No. 9742 LAB.NO. 9765 WIDTH/DIAMETER:1.875'*/-0.063' BT GRAENSILE$TR1 ASTM D4632 LBS I SOD 1 550Q I G PROJECT No. 17-7199 PROJECT No. 17-7449 THICKNESS:0.05U-/-0.010" 1 TRAPEZOID TEAR STRENGTH ASTM D4S33 185 _I 200 , 250 ( g W AVERAGE BREAK STRENGTH:6000 LBSMULLEN BURST ASTM 03786 PSI I 7S0 = Z B LAB.No. 9833 LAB.NO. 9647 MATERIAL:POLYESTER PUNCTURE STRENGTH i ASTM D4833 LBS 21X1 U I 3:i m B PROJECT No. 17-7543 PROJECT No. 17-7199 1 Ali FLOW _ I ASTM D737 _CFM I__ 175 T PE�RCE+TOPEN AREn�-_i' COE-02215 _ -_� 5 I 5 a i LAB.No. 103,8 LAB.No. 10347 1 UV RESISTANCE(QUV) I ASTM G154-i-gSTRr[;1H I 70 N o S PROJECT No. 18.8274 PROJECT No. 18.8274 SEWING: ' RTA Z °W �Y4rCOnl Open Ar04e0MARV. �- HEII)HURRICANE ENGINEERING&TESTING.INC.) Y13 POLYESTER THREAD IFOR ALL SPANS t+/-13OPSF) PHYSICAL PROPERTIESI TEST METHOD UNIT TYPICAL VALUE Q I �j a N REPORT NO.174301,174302.174303.17-F3D4.&I74305 2400/2640 PTFE THREAD(FOR SPANS UP TO Ie&+/-13OPSFI I ) GENERIC OR EQUIVALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGHT ASTM OS261 O7/YD' 9.7 A THICKNESS I ASTM,D5199 MIL 21 A .._ .._... KNES ... .. ....i.-... _. ...... ...... .11... _.... CONSTRUCTION , EPIIPPI 60 X6 3 FIBER CONTENT 1007 PP 12 1 1 10 Y 8 1 6 S 4 :1 2 1 i 12 II IU Y B / 6 5 4 3 2 JEFFREY c. IIFPfj i ii H APPROVED EDGES ' STITCHING - DETAILS STANDARD HEM: - ()974 LASER CUT EDGE " * °•` #- SPANDIRECHON-SCALE:14.15. i--PANEL ;O,rg��,,xAr fl 0.334'NYLON CORDING OR A N.nJIMUM OF j p01ti5 OF STITCHRJG I$REQUIRED -- FOR SPAN DIRECTION EDGES. 7.SMM PVC CORDING ;'� __NYLON LUFF TAPE DIRECTION EDGE:NO HEM ��� /TTA��aG IIFII I INI•�L� G ! DISTANCE BETWEEN ROWS OF -STITCHING FAtlRIC 7 G ! STITCHING MAY VARY.STITCH PATTERNS, _ _ _ 2"PANEL HEM_ _ -FOLD WELD DISPLAY REQUIRED NUMBER OF STITCH 7Q,pl -� '-'-='-- ( PANEL I �'21 ROWS SHOWN.MINIMUM. ` 10.25_' -.—_-.175, .--- SPAN DIRECTION HEM:2 ROWS OF STITCHING I ,2' , 7HEM .w u?= f I BI-FOLD -FOLD F WELD i -PANEL u, '-- L_I- 81-FOLD W/DOUBLE STITCHING U N Z x STRUCTURAL HEMS LL r E _ -NYLON CORDING OR E 7.5MM PVC CORDING -STRAP,LOOP,BUCKLE STRAP w -NYLON LUFI TAPE ;�% N 31/2"LCOP HEM /-PANEL FABRICZ - L500" 1.50D" -_T � � n 0.250- 0.375'1___f --STITCHING O ¢ Z D 2"WIDE SEAT BELI-, Q ? D WEBBING LOOP 7'IOOP HEM,_-_-- .-FIXED STRAPAOOP I V) w I D.rl3 GROMMFi I 7 LOOP HEM u 1.25" 1.25' —PANEL I E. PANEL _ _ L-'., --PANEL U % �-......_ --ice-. .. ALTERNATE FIXED STRAP/LOOP N sn `---STITCHING c SECTIONAL DETAIL_._._._................. FIXED STRAP/LOOP DETAIL c SIRUCNRAL AUACNMENi FOR LOOP: STRUCTURAL AnAOIMENI FOR LOOP: P OPTIONAL HEM 131 ROWSSIIT°`ND L BOX STII`II 13I ROWS SPICI11NG&BOX 5711C11 Q «o W STRAP,LOOP, o =c Y PANEL ! BUCKLE/5TRAP OR a 3 oz a 1.500" FABRIC 31l2'STRAP HEM -LUFT[APE v-r --STITCHING 2_B1101- I o G z OR EQUAL ;E o STRAP HEM -STRAP 3 o c r __...._—_.-.- LY vi NvSxE I A —PANEL I 2-BI-FOLD A STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR EQUAL (3)ROWS STITCHING MIN.K BOX STITCH a•EACH HEM 12 II ID 9 B / 6 S 4 3 2 I 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C.FRIANT,P.E. HRESULTANT LOAD(PLF) 0 TABLE I PARALLEL TO WIND LOAD 6 974 1DESIGN PRESSURE(PSF) ..TE OF (in) 30 40 SO__ 1 60 7075 so j 90 100 110 :::120 1 1:30 0 R 42 1Z 187 :�3 226 259 42 10 Z 125 250 293 Jill G G 60 1 139 187 235 1 278 326 509 1 557 1 600 1 1 1 66 154 206 254 307 355 384 400-_! 461 1 509 -562 1 610 662 ------- 168 226 278 557 61-0 667 720 336 1 389 418 446 499 i 78 182 240 302 ---360 .,_!, 422 451480. 542 600 662 720 782 84 19-7 J-25-9 -------�-26 456 485 518 581 648 710 776 40 -7350 418 ! 90 485 518 557 691 763 830 667 ----f2-6 ! 298 -'-3 fO 446_-! I� 557 739 811 883 ....... 317 394 470 ....-.552 06 782 8641 9.411.. .......... 08 250 336 418 499 1 581 624 667 74 830 912 994 1075 1 14 264 350 442 528 658 701 787 874 960 1046 1138 1 .20 278,,,._,...,._._._-__370____-461 557 648 1 91195 126 0691 739 830 22 1013 1104 ! ! . 389 485 L 581 1 677 725 1 773 869 5 06 L, 1157 1253 1 U v6 32 307 408 1 509 1 61.0 1 710 76 912 --L-1013 1114 1210 1 1310 Z > I I'll 1--T-267 --T 13 �44 ---' 797 1 850 9 73 138 M-2 427 533 1 638 1056 Add 883 1104 1325 1430 i vi 150 350 I_J44 33C- 557 -667-----1 773 994 1214 806 1 864 F-922 1037 1-1152. 1262 1378 1 1493 LL1 E 898 1 960 _1075 _1_ j 195 1315 1435 1 1550 E 1243 1363 1613 r, -------L99 --- Go ILI 168 i 10 374 624 749 _ 874 --1 936 1 994 8 389 518 648 778 902 1 970 1032 1162 1416 fax= 1670 ........... 174 463 538 -M-2 '-'-9"3-6 1003 1 1070 1200 1 1334 1469 1 1598 1 1733 0 0 x 7 t2 t- 1104 1243 1382 1517 1 1656 1 57 691 830 970 1037 1 1790 --37—*--1 7- 4: 186 432 571 715 1 859 998 1 1142 1286 1 1426 1570 1709 1853 c, 1104 192 446 �59O 739 888 -7632 1181 13 25 ............................................ --- 0 198 461 763 912 2 D 204 470 1 629 787 941 co a C3 D 210 485 648 806 970 216 499 1 667 830 998 V) 222 2 228 Ty=PERPENDICULAR LOADS T=SCREEN TENSION 528 878 1051 2 1;_234____1 542 720.___:_`898 )080 (EITHER DIRECTION) u 557 1 739 9221104 246 566 J 758 -4-6 - V) C 252 581 1 778 1 970 1162 C 258 595 792. -_� 994 1190 264 610 ...,I_-_,,,__811_-_-T '1013 1214 Tx=PARALLEL LOADS 624 1037 1243 tz Z! 270 0,2 276 638 1 850 1561 1272 282 :---T5-31 -T69-- 085 1301 a Q 288 667 888 1104 1325 z z 0 91 294 677 902 1128 1354 300 691 922 1152 1 82 B ...I - B 1 306 706 941 1176 1411 LOADS ON EXISTING STRUCTURE 312 720 960 1200 1435 E 318 ��4 09----------1219 1464 i SIDE.SLIDE.GROMMET,&STRAP INSTALLATIONS 10 324.___ 749 998 1243 1493 tx t�= 330 763 1013 1267 1522 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMM-T.AND l-. 336 - 2 3Z _12�1 1546 STRAP SCREEN LOADS APPLIED AL014G ANCHOR LINE. m ....?7e_,_.,, 342 787 10511 1315 1574 348 1 802 107d--"]----1334 1603 A 354 816 10901 1358 1627 A 360 --- 1104 1-1382 1 1656 1 3 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFiRk QiFIVA�6 JJ-P.E. E ........... RESULTANT LOAD(PLF) H 4 TABLE 2 PERPENDICULAR TO WIND LOAD 7 —-------------- Span DESIGN PRESSURE(PSF) T dF; (in) 30 1 40 60 1 70 1 75 80 i 90 100 110 1 120 130 i 32 88 i 104 112 1 128 13 48 6 54 80 —1 88 104 11 24 t8-:>�l 56 2 136 ........... .......... --�-6 -7 64 1 7f—: 80 1 as 104 11 G 46 48 44 G 7— T1 144 66 24 40 48 56 64 72 80 i 88 72 24 32 48 56 64 72 BO 1 88 i 104 112 i 136 168 76 32 56 64 80 89 96 11 - 12 1 128 144 168 200 W.Ln 60 80 100 1 120 130 140 1 170 190 220 250 300 f6-0 -71 190 230 2.60 8 60 90 110 1 130 150 .---- 300 t -— - -,. 90 j 120 19340—01 96 50 -1_1 50 170 180 220 1 260 300 340 ---j-62 50 80 i 100 1 130 1—_170___ 190 210 250 1--290 -, 340 1----390 __,-_43-4 R.- F -------�15 80 110 i 150 190 230 270 380 430 480 - --2-10 — 320 tn F 90 120 1 160 200 SO 410 t 480 520 J14 60 230 2, i 300 360 20 70 00 130 170 220 240 270 1 330 390 450 1 520 570 72¢ 70 go -T 350 1 42 i 100 140 190 240 260 2 0 490 570 610 1 u 132 70 110 150 1 200 250 280 310 1 380 1 450 530 610 660 z 138 80 120 160 1 210 260 290 320 1 390 30 680 -1 144 0 -1-6—0 —2 2 0 270 3cd 466 1 480 1 560 640 700 Eli .......... ISO 90 130 170 '-1-22F' 280 3 1'0 570 660 720 LU 90 180 23.0 2-90 AN ---- -- E 320 500 590 670 740 w E i 162 70 140 180 240 300 360 1 440 1 520 1 600 690 770 168 100 140 190 250 310 340 —3BO -1-450 --1— 530 610 710 790 150 1 200 250 320 350 390 7 0 6 0 a 174 . 1 460 54 30 720 Z, R LLQ N ...._..100... 0 330 360 46-0 4FO 1 550 640 7�-o, jB 180 2-0-0- 2-6-0- z > 110 1 480 186 270 330 1 370 410 570 280 340 1 380 420 840 490 580 1 1010 0, 192 110 60 ____670 d g 0 140 >: 230 290 CL M 198 120 C:* 1, , N u " Z -T 30- 9 -Z D D 204 120 180 i < 1 -7- 210. 1 130 —250 310 !F 216 1 140 66-- V) 33 --12-2 140 1 200 270 340 Ty-PERPENDICULAR LOADS T=SCREEN TENSION 28 210 280 350 23-4 T 01 220 290 370 (EITHER DIRECTION) u 1 220 300 380 0 240 160 ---1 60--F 30 390 ? 10 252 170 1 2 0 320 400 C C 258 180 1 250 i 330 42 0 LLJ 0 1 340 Tx=PARALLEL LOADS 264 180 1 26 "T3 0 270 <o N oi 0 go 76 190 270 360350 460 -8-2— 200 _7 370 1 470 288 200 290 380 480 294 i 210 i 300 390__ ._490-- 2 -0 B 306 366 1 220 2�70--- 300 1 400 LOADS ON EXISTING STRUCTURE Ne B 1 i 31 Q520 rJ ��o 312 230 320 1 420 590--- SIDE.SLIDE,GROMMET.&STRAP INSTALLATIONS 31 30 �30 5 0 I ----------- 324 240 1 440 560 33 330 1 240 340 450 570 NOTE:SIDE RAIL SECIION SHOWN.SLIDE MACK. ROMMET,AND 6 250 350 460 580 SIRAP SCREE14 LOADS APPLIED ALONG ANCHOR LINE. 342 260360 470 600 - 7O -480-- . 6-10---- 3W8 �6O 3-54 -- 270 380 490 620 A 380 MA 360 1 270 4 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 / 6 5 4 3 2 1 JEFFREY (U74FREI �p0 MINIMUM SEPERATION FROM GLASS Inches J C� I I ; Z ) TABLE 3 ADD 1"FOR MIAMI-DADE HVHZ _= a74 Span DESIGN PRESSURE(PSF) `-6 5fi6F ;'QL 1 - _ _-.-_ 30 40j �50 -_i 60 ; 70 __- T 7 80 90 100 ._j 110 120 130 48 3.0 __ 3.1 3.3 _3.4 _ 3.5 3.5 (_ 3.6 ! 3.7 i- 3.8 _I -_3.9 _ _ 4.0 4.1 L.._-.54 - 3.0 _ 3 I 3.2_-- .- .3_$- _ 3 5.. !.... 3 5 3 6..._...., .. .3..7. _. ! 3 8 3.9 4.0 _ 4.1 'fill n _� f - ------- i G 60 _ ( 3.0 3.1 9.3 3_4 3=5_-_I 3.5 _! 3.7 _ ! 3.8 _ 3.9 4.0 1 4.1 G 66 3.0_ 3.1 _ 3.3 _-j. 3.4 - 3^5 - !__- 3.5 3.6 3�7__�. 3.8 _� 3.9 4.1 t' --- 72 _ - 1 j.-__3.0___ I 3.1 _. 3.3 __ 3.4 _ _ 3.5 I 3.6 __. 3.6-_�_ 3.7 3.9 4.0 4.4-1- 4.8 ''W 78 ---3.4 -_? 3.6 _ -.3:9..._r-4.1- . _4,3_ ...L. 4.4 _4 5 '. . .4.7.- 4'9-- ... 5.1 _...-_ 5.3 6.0 / __._. l 84 __ 3_9i- 4.2 - 4.5 4;7 - 5.0 1 5.2 - 5.3 j 5.6 _ 5.9 I 6.2 6.5 7.1 j'W - -------- Lig 90 4.3 1 _...4_77_..._.. 5.1- -...5.4 =5..8--�-- 6.0 - 6.2 1 66i -7.0 7.4 _ _ 7.7 -- 96 .T 4.7 1 5.2 --_5.7 -_b_�... --6-6 --I 6.8 -_....7.1 ---L----7_5-�-8.0 8.5� .. 9.0 9.3 _ 5.1 -�-_ 5.7 - 6-3 - ....._._..6.8......- - -.4_4......_..j .._....8.7_....-._...._..-...._7.9-..-..) 8-5-- 1---9.1_.__... -- 9.6 ---- --10.2 10.5 ----- F 108 ! 5.6 6.2 -_ 6.9-_- 7.5 _. 8.1 8.5 _ 8.8 1 9.4_-._ 10I 0.1 - 10.7 1 1.4 11.6-� ? ` F 114_ 1 6.0 6.7-_-__. 7.5- 8.2 8.9 _I_9.3 - 9.7 1 10.4-1-I I.l _� 11.9 - 12.6 _ _ 12.7 120 1 6.4 7_2_ ! 8.1 8.9 9.7 10.1 - 105 11.3 1 12.2 130 13.8 13.8 - 126 6.8 _. 1 7.7 8.7 9.6 10.5 10.9 -- _ ..11.4_,-, 1 12.3-_--. 1_ 13.2 -141 15.0 15.0__ 132 _7.3�- 8.3 9.3 -_I_-_10.3 _l 11.3 ^1 1 1.8 12.3 T.. 13.3 14.3. __15 3 16.3 16.1 i> 138 7.7 8.7 9.7 1 10.7 11.7 12.2 12.7 1 13.7 14.7 15.7 16.7 16.6 Z 1 -------- ---- 1 - - 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 vi 150 f _ 85,... 9.5 105 11.5 1 -„ )2.5 1 13.0 13.5 14_5 1 _ 15.5 165 .. 1 -17.5 _, 177 _� 1 LU I� - - E 156 89 _ 99__ I 109 119 _ 12.9 1 13.4 _ 139 _ t 14.9 159 169 1 17.9 18.2 1 E __.162 . 93 103 1 113 123 ! _.13.3-'_ 13.8 - 143 T ISIS3 - i 16.3 _173 18.3 18_7 _ N LL 10.7 --1-- 1 1 7._____.,_12.7-_1 13.7 14.2 ----14.7 153 - 16.7 17.7 !18 7 19.3 I _-__ 10 1 f I I.1 _-12.1 ._._1.._-. 131 1 14.1 ., 14.6 IS 1-. 16_1.-. 1 17.1 18.1 19.1_--_19_8 180 I 10.5 1 1.5 12.5 13 5 14.5 15.0 115 16.5 I 17.5 ' -18.5 ' 19.5 20.3 -.-. -- 1. _. _ - W � 2 186 _1 10 9 _ 1 1.9 _� 12.9 13 9 .-�- 14.9 15.4 _ is 9-_' 16.9 _1 17.9 18.9 �- 19.9 20.9 Z 192 1 11.3 T.. 12.3 13.3 143 15.3 15.8 1 163 _.1 . a m z ------- 1----- - - _.--- - -- 17.3 _-.. 18.3 19.3_ - 22.2 24.9 198 11.9 _12_9 13.9 1 - 14.9 - j � ? o Z --- - p :_.,__ 204--__I2_5 (- 13.5 14.6 _j 15.6 Q 210_..- ___...13:.L_._....- 14.1 __.15.2 a -o i__._.16.3-.- z ❑ 14.88 -----15.9 -1 17.0 1 N W 222 14.3 15.4 16.5 1 17.6 < 228 14.916.0 17.2 1 18.3 _-234 t-_I5.5 16.7 17.8 I _l 0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS O _,._-_....,16.1-_ _! -,,...17.3....... ,.--....-18.5__..... 19.7 _� OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT 1 Q � 246 16.7 ( 17.9 19.1 20.4GLAZING— ARE NOT W IND ZONE 4 OR ARE NOT WIND ZONE 4 OR 1 F- O C 252 17.3 18.6 19.8 21.0 _- ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES DO 1 258 17.9 19.2 20.5 1 31.7 I NOT REQUIRE SEPARATION21CRIEN-_ NOT REQUIRE SEPARATION a- C 264 -1 18.5 I 19.8 ___2 1.1 1 22.4 I FROM GLAZING. FROM GLAZING. 1 =F y 270 -- 19.1 ( 20.5...-... 21.8...-..._ 23.1.-._...� ¢ z;- 214 < o w 276 19.8 I--21.1 22.4 �- 23.8 0 r o t i 282 20.4 L 21.7 23.1 24.4 i DEFLECTION MUST BE - 1 `6 R I DEFLECTION MUST BE I 28821.0 22.3 23.7 25.1 MEASURED AT PANEL294 21.6 23.0 24.4 25.8I -MID-SPAN.SEE TABLEMEASURED AT PANEL „R,qI 300 i 22.2 23.6 25.0 26.5 ABOVE FOR MINIMUMMID-SPAN.SEETABLE; ! SEPARATION FROM GLAZINABOVE FOR MINIMUM =13 W B 306 22.8 24_2 25.7 27.1 U <z m 312 i 23.4 24.9 26.3 SEPARATION FROM GLAZING, f i g o 318 24.0 25.5 I 27A ,____,,,_28.5._,..-) -SCREEN 324 1 24.6 __ 26.1 __ 27.7 29.2 Z 330 25.2 26.8_1_ 28.3 29.9 I DEFLECTION DIAGRAM DEFLECTION DIAGRAM 3 1 =tN 33625.8 1 27.4 29.0 _30.5 1 1 o a 342 _- 26.4 348 27.0 ! - 28.7 -30.3 A 354 -27.6___i_ 29.3 30.9 32.6 A 360 _28_3 _7 29.9 -L-31.6 33.3 12 I I 10 9 8 / 6 S 4 3 2 I 12 11 10 9 8 6 5 4 3 2 1 JEFFREY C.FRIT P E. rI nP .. H At UM.POP RIVEIS I lyp) GEARPLATEOR 60974 ALUMINUM HQUD BACK MOTOR BRACKET ROLLFORM.040-AlUki. T PE.TRY S.. ;TA SIDE RAIL < Of A NA Ik GEAR OR > x\ G IllG 1111114110101 'u, ............. 5TfEl OR At LIZ.1WE ALUMINUM BOX COVER STYLES rIl OR Thr NI— 5,� ,O zt I '"G PLATE OR si-DA1001 IEAR R)c > In,FR N,jpl,oqf ib UP TO ID3LBSSCREENWEIGH,WITH: 4 x-1014-CAS[SIDE 1 1315/16 IAPCON DR <1, ALUMINUIVAIDOUFRON] LOLL FOW.04WAIUN. u F F RA GUIDE SIDERAll Ti/ 0 10 W 3/4'If KS f I Y1.1 K, R .111 . i>Y _ " 1: .1 SCREEN WEIGHT WITH; u X X., 401TOM LAP, JA)5/16%9 tAPCO145 OR z 161 l/A0xl'SV.S :< air 9� PIASICIRAC443114317 LU ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP_ BiL_Y_PET L UP TO 200 LES SCREEN WEIGHT WITH: V) - 141 51116":'IAPCONS OR t.- 4 W'SMS 7 > To D I MOUNTING BRACKET SHAPES < m LL z D V) iz ExtsIING siRucTlIRE "X u ALUNI.MULLION BUILT)W U8 WILD OUI F_ _'T u) c C 7 IUj < _1?x x >.<'ti `�`/) Yom'/>li:�. x x X. 73- X ------- -------...... B < B C), --------------JE ------ s y ------ --------------- ------------ ....... MOUNTING BRACKET AkOUNINGERACKEI v MOUNTING BRACKET Z E: (SEE DETAIL THIS SHEET) ISLE DEIAII.IHIS SHEETI ISEE DETAIL THIS SHEET) ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION APFROVED INIFRMENAIL NUALION REQUIRED POR WS!AUAlIONOUNTING BRACKET INSTALLATION A R011-LIPSCREEN-N.T.S. A 6 12 11 10 Y 13 6 5 4 3 2 1 12 II 10 Y d % 6 5 4 :i 2 1 JEFFREY C.FRIANI,P,E. LSIALL IT It APPROPRIAIF ANCHORS 10111E GIVEN RPE ]NIIIII yR''9 SELF.IAPNNG I SUBSTRATE OTWfOU•O,L:. R NI,NEADBOX ASSUPPORI01 7x7.1/b' ASIAILAI'PROPREVENT HOUS!S C 11//rr ARE NOT kFUUIRLU TUR SIRUC I11Nn1 SUYI'OH7 UI-. F-COIIIII:UOUS 1-AS NEFDfD IO I'RFVPWI HOIIS:N<; AS 3'lROM Cnf.:ll PND % ALUMINUM ANGEL I :'LURE iIUIID-0VI IIEAG[R� AND 21'O.C.IIYPI % '9/vJ•:� %YSITM.AND IIIFRFIORF U()TOI FOLLOSV IIIE ANCHOR '•.�., i fNOM SAGGING. IAURIC AIIgCI1FD PER H IAULESCIffoulf'. \�, r SEE S-IEEt 3f OR TUBE UI'IONS --MANUfAC1URER'S •, SS i SS __2'•2'.110'CONTINUOUS• SPECIIK:AUONS. '" A l.•.\ ALUMIMUAI ANIiIE 0.60974 \ t $111AULESUbSIRAtES .�.E S7 INCL UDE CONCRETE. `• ' / ''rfl ? CONCNEIk IgIHS GAO. •'T•:. •• '• �•. %y0 GROUT RILED ULOCEL- //'', INSTALL IIIE 1 " pp Alll'A:IIUM.SEEN ,i�;';/ '• PkIOPRIAIE • 16 D AN IORS 10INE IICHOW BLOCK �, GNFN SUI431RAIF FFR O ANDWOOD. G BE[ANCHOR IABIES. Lfl. lJ /• i FABRIC AHACHED PER 'i% MANULACIURFk3 :�i•� I - - - - IIUUSING SVF VANU:S WIIN ROTI ..,�. SPECRiGAHONS. ''/ �/; `� J _I)!AMEIER.ROLLINGMECHANISM� !B a SUITABLE SUBSTRATES MAYTI30 BE HIDDEN OR IIICIUUECONCNUL. ,! '�/ MOUNIEU IH EAVE OR SOLANI (, , CONCREIEFILLED C..II, Sq y1 ORO it HL LED RIOCK. /�i•: :'�' AlUMINUM.51EE1. ., i j % �, NULLOV/DIOC,1. I ;' 1. .!: ;, r AND WOOD. /:`i j' % Y■ �i; _ F %,, ,%.. 1 �� 'i/•;�/ I III %':: %•%%;'%: •/ -z' V--.- IIA -'SLUE II:hI:Y,GUIJL LOCATION — _--- „'.': ;i i:` /�• HOUSING SIZE VARIES WHIN ROLL \DIAMETER.ROILING IAECHANISAI i,1 S lJ i `i MnY ALSO BE HIDDEN OR �j'./�; Z >> -S!CE[RACK GWUL LOCALCH MUUNIEU IN FAV:UR]OFIII i' 2 • '/i�,�: -POLI UPf AURIC OR SCREEN i - ' _i1GF NAlI.AIIACIILO PFR I w d % !:1',3'e lltl'ALUM.IIYPI /,: : APPROPRIATE ANCHOR SARIS E E -ROH-up SCREEN VERUCAI.T'•VARYINGDEPIII B1111D'OUI •� IfB••S Sfll-MI'I'ING �' �:, .; fASG--NEG PER nNC110RSCIIEDULE.OfFSEI (n y •� RAIL h(IACII[D PER NAS Ill PER LEG IIY17-�-��`'�''/ -'-IMLD OUt ANCHOR LOCASKJNS p"IU ALLOW C J'AW IT EUXSIRAfF% ' �'�/ .''/ hl'1'kOl'A1All/•N(:MUR IAtlIF. .n 101'P.BOIIUe.1 �''�%� WE RNL ICJ UE MOUNIEU P. SHE � IA LL $ y .moi INCL UD[COIRCI'FIF, /" '�` `. - PLI&ISNED ANCHOR SCIICDUI[. 1 Q - CUN(:1lEIEfCLEUCMIT ''`'•i.%''' I Z GRC•UI I'LLEI)L'IUCA.--' '`� 1 'I' `� 'IS f _ ; AIUMINIIM SIE[L. j f:', I 'ROLL-ROLLNPSCREfN HOHOM LIAR UI Z HOLLOW I!IUCK. �' `•�n r' \ WITH OPIIONAI SEAL INSERT. Q V) <m O AHL)WOOD. �I -YCY.EkIR UUIIUM BAN •.!• O N < Z 'NiNII IIIE APPRLWRIAIE Atl:I(JRS IO ILII_ 1+ `I/U"THICK ALUM.ANGLE SITE Q W LL O l i LLLJJJJJJ AGIIOM nnR SEAL D OIV@IJ iUn.SlkAlt I'EN THE AIICHOR IAblE5. .�'\•.•,.yIUf'IIUNALI < .p G 3 CONCRETE SIIOWN.OI/IERSIRIAME SUBSTRATES "!HICK AHIh1.1110[\ 1/"0 SEII'.TAPPIHG N = NCLUDECONCROF I ILL ILS CMI'.„ROUI I TILED BLOCK. IT, U.OUIS'l1 SFE %"ys;2'O.C.ITYPI C tl` 11011 O'N IIIUL:Y.,AIIIMINVIA,SIO.I.ANUSn•(01). SHEETOfORHOE L : < L_'-_-..---- I BLILD•O'JIOPTION ' ..f I � � � p,j5p-� U.19B- I f.O!-ISP SOIAR611E;ST.RFFTJ ROI.I-ll?SOI ARMOG GCAEFN I N C FCI:DrI•:RW II.f. :CI:rIYEN i I--I C BBQ __ll^ —� P : 0 I I E`jYET_F-1-T�-1Fip` LO-11 ISIi O O BU!LO.OUTSIDE RAILWITHSNAP W COVER &j,1 DERAILTOP ENTRY GUIDE W/SCREWS IPLASTICI I i 0034 6 s D.Fx F 41r 2Bm- r o js ?cS�d cS . ':•,•, - .•�fJ� TA—` O-S�. POIu�(i SYSIL:.IS. 'I_n+f B'n'AFl ApCP.:u04(U.rEaM AS-AA E,ACCESS CLOSa' _. - \ OMI.f,FC3 nIAnuhur _ A r:f'v :AF n:EVIL:II I'r•I 11•�A 311aclll CJ%•E'v' 'I 1 r CA:ED SY->ifr.!i. ._,z5' Imo_ __�U,]A:_ A S SIDE RAIL WITH SNAP IN BUTTONS 6 SIDE RAIL WITH SNAP RJ COVE 7 SLIDE TRACK g ROLL•UP BOTTOM BAR g BOROM BAR TRACK GUIDE LAID uis IF,IK)'1 vlEty 6 'ITS. iLan-1:'-x 6 NIS. SECIY„rl vlEA 6 NIS. SECT IvEW 6 Il.fi S_ F]•:NEW 12 II IU Y tl / 6 S 4 2 I 12 11 10 9 8 7 6 S 4 3 2 1 SUITABLE SUBSTRATES INCLUDE JEFFREY C.FR��1TpP E. SUITABLE ROUT FILLEATES D INCLUDE SUITABLE SUBSTRATES INCLUDE CONCRETE.GROUT FILLED BLOCK,_ CONCREE.GROUT FRLED BLOCK..— CONCRETE.GROUT RLliU BLOCK._,,, SEE TABLES FOR APPROPRIATE_ CONCR'TE FILLED CIAO.ALUMINUM, CONCRETE FILLED CMU.ALUMINUM I CGNCRETE FILLED CMU.ALUMINUM, ANCHOR AI4C SPACING HDI.I.OW BLOCK.STEEL AND WOOD. HOLLOW BLOCK,STEEL AND WOOD. ,\ HOLLOW BLOCK.STEEL AND WOOD. _ FI I F APPROVED 3/4"BUILD-OUT SIDE_ SEE TABLES FOR APPROPRIATE„__, ;`�``� O •''���� SEE TABLES FOR APPROPRIATE S[_TABLES FOR APPROPRIATE I L RAIL PER DETAILS ON SHEET ,` ANCHOR AND SPACING I ANCHOR AND SPACING I ArUE 0OR AND SPACRIG '1 ', 80974 APP ROVED SIDE RAIL— ! APPROVED 3/4'OUILD-CUTSIDE� + �� APPROVED?/4"BUILD-OUT S!DE__ PEP.DETAILS CN SHEET 7 I I RAIL PER DETAILS ON SHEET i , •\ I RAIL PER DETAILS ON SHEET 7 I ❑ +? • G unn Inu+` G ,, "' c• a • SUITABLE SUBSTRATES INCLUDE I• " , ' cCONCRETE.GROUP FILLED BLOCK. ON ......,_..C..__.-_'\ • .. _ HOLLOW BLOCK STEEL AND WOOD. i., w' '•I-•.Y`!ALL_MQU LZ MN J ;;')WALL.M.Q.UNT.-S..ECTIQN.. • --- � - _- G sa>a.%a,.o,,,_lsa,rallo Ia.I ul.%. ;)s;•>-uio.Da:oekacl:,uualui:arr.c .0-IL:<. /'�WALL MOUNT-SECTIOOlI W d= are FNtn.cu's,ceR II M:Ia1hTiCI+1CMiCll.j.l6r�. W N ►/► �ax F F 1 � UaXT•sCLQ 516"G ACCES"OLE ITYPj _ r c FROM DRIL.FLEX;, 1/41 a DRIL•Ft EX ITYPj /u\ m —ISFE AI4CHOR TABLES ' FOR SPACING) I/4.1•10RI1-FLET((iYP) Z j ISEEARCHOR.ABt'S— _SEE TABLES FOR APPROPRIATE — x SEE ANCHOR FABLES - AIJCHOR AND SPACING APPROVED MULLION iIItlC OPIIONSa FOR APPROPRIATE FOR SPACING] { , ANCHil4 AND SPACING E Lu _ {{ r.1Vll:ONi FCi: I ~ C1 W r IUiF OPIiJf / Mv:Ui'tE Ur P: :D ( • IYSIAII:I:CNS51!atI I � ..I 0 ~ FOR • _ n';1'x 1- It:s"FE of 5-vntY II"" 1/4'-14 DRILL-FLEX j1YPj W �' Z = fi ::+f nwvlt.S ••� Sr:IEn1 f �ISEE TABLES FOR I'1 '� •.V -a 7',�'a' 1' SPACING) Z u �• "> Z j SEE TABLES FOR APPROPRIATE ) 3i3 a� I m Z D ANCHOR AND SPACING '' ' •`. Q m O p O I m D 5/8.0 ACCESS:+_ ..•� I C .0 3 HOLE ITYPj SEE TABLES FOR APPROPRIATE —J < ••.. :• i ANCHOR Ph@IIJo--- Ln w s;aUI1 ,0U7„M_C?SlI1L$ �LQN/ --BUILD-IN MOUNT-SECTION ,.,MULLION MOUNT-SECTION '.6•S oe PAt lu�Aannp•..otih^.I1) u..._. ,.o.i u rf[Ei:n nau�w lLw�cuauls. a ” 8'�iETEN}I0N7C GLE � IFULL LENGTH OF SCREEN OPTIONALI B\ F— I r !6 C 7 REMOVABLE FASTENER _ _/1 _ I"x 2"x l/B" `, i C T. i—RETENTION ANGLE \r--- I r ' b , . _ SIDE RAIL _ - SIDE RAIL—, a STI i I — QILOgNQE '. I¢p - »g o W -`•nom=r' I' .r.+.. a�� i ISO o ¢s o 0 41 0 ��-'--SIDE RAIL I REMOVABLE • I i I L '\ 1.'X 1-1/7'x I/8"1 puq\�\\C�� Y f B I I I- •. FASTENERS'•'} RETENTION ANGLE • —SIDE RAIL I"x 1-117' I/8'—/ ,/`-�' RFMOVAflIF (> •g x m g _;i - 1 ••n••- .._ RETENTIONANGLC s li-` I ✓ i' FASTENER REMOVABLE FASTENER--'� ¢�;x RETENTION ANGLE-DETAIL .,--,RETENTION ANGLE-SECTION RETENTION ANGLE-DETAIL1.1RETENTION ANGLE-SECTION 'B.IS:DGa,I•�I'.Sin:!;JO:;;CPirtiN l).H.:.S. '.9i SCEAAY.r:SI.::ALICII;OPtION': ILi�. '`IO i�O_Cai1:115V.11AiiO':tOfI.CN 11 1..1.5. �'SiL;Y,A�t.r.Sln;:aliUt•'IUt•(J`I_I.N,1,_ � p �•.P�a NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE — A SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. A 8 12 11 10 9 8 7 6 5 4 3 2 1 12 II 10 9 8 7 6 5 4 3 2 Spuugn11"",l \ JEFF Q'• I r,I'll �l 2 \ SEE TABLES FOR APPROPRIATE ;•` a•F° ., t 6- \ ANCHOR AND SPACING . H SEE GROMMET AND STRAP SYSTEMS_- 2 d`I SLIDE i- - -- T`%_- .t 'S —L- =1 p94 H',; FOR ALTERNATIVE ATTACHMENTS ITYPI \••.• q�' TRACK "y., I- •�Jm�: <• _ T� >'X SLIDE TRACK `' g\bYwT�� I�Ib�:.rwr okJ •E-•,. .a;�} �:•\; \;F:+>'rC)�.' ,��/?�h.:��vn •\} �-�. .. -rj' �,'jEIFIstSrS\\\\ r::Y'Y-„'�YX�>' y\.��J�'';t; ��: L. a-6' i_.�, `I _ •� 4 r'.I-Tarxve- •• , .• ..,. / \ Y K.`I•.'�;. )(` r r\ %1 RETENTION AIJGLE �'�J-"T"`��U��1���>~..• •I I Ys?. G X'� }>>. n 'XCj�.;n�' .RETENTION ANGLE ;Cyr `'`:•..!!* y\ '�,x'• ,c %�d� W \'K REMOVABLE- >; .-1/; \'% yy, >,<,'`•.• K ER Yj!�•<,.; .,?, .i��,}c\'`:'y:/`\; REMOVABLE FASTENER M i i tl IM :<�\%`/y •.�>(C�;,. .\}f'r•:i n�•. /,i° ,c1 i;`�! r, \v ,`,'•' FASTENER \ ISI PJ tl ` RETENTION ANGLE-DETAIL(OPTIONAL RETENTION ANGLE-SECTION(OPTIONAL) ti ti f ) 1 }} IPACI ••A.In Ron N°Ir^a p•11.1_ \YK1y` NOTE:IIIE RETENTION ANGLES ARE NO] ' > REQUIRED WHERE THE SLIDE SCREEN TRACI: F \ •An \Y � ` '�y` ENDS ARE AGAMSTIHE EXISTING STRUCTURE. Y l ,j %.A. nv':\ .^•:v,.^. SPRING PIN, r, .?: �'< Ti/;•.K<.'.\�>'�>..iC —T�- _- -'l\fes-_ SFE NQI'E_ i �:., •.:��` .. .��,I�?...a��...L� ��l��2.LE_�HE�. V�l�Q.� _I �l I .- 5!IDEIRA.CK Z = al:P=Sn°DM1LACH:AOf acGTl'All(:YdO?:9lJI-TUI R:.S14n a1Q1.-i�AT Y.l 1. ! I SLIDE SCREEN SINGLE PANEL-_ELEVATION NOTE:FOR 4 SIDED ATTACHMENTTHESPAN 151N Lu L r�cl.!:sroio%%Incl•r.c�)r vP�Tn=u an u'oa;o:nM 11SIAUlti 1I :Ti`s. THE SHORT DIMENSION BEWTEEN FASTENERS. II J L V) LILT I! QP1 SLIDE TRACK=' 1 I -- 0 o 1 —ADJUSTABLE RETEIdT10N j —SPRING PIN I — ; } P w 'S `d-6`•. \ PLUG.SEE oTPL `• — J u+ Z NEOPRENE ADJUSTABLE PLUG W/BRASS FITTING /---\STAINLESS STEEL SPRING PIN ! ~ o m ..5404 AC N.AL:auul loHJN_t-Iu.i. /sL17E(PAC R15AL T0:1 ioNc'131 n5:. LL -" D - O D S BW ACCESS MOLEtTY SUIe P,.TABLE SUBSTRATES INCLUUE {}' / \ \a \ \</`\'\•L T I CONCR-TE.GROUT FILLED ELOC - - ---- ,o - I (OFFSET FROM DRiL.rtTxI-7 S W > k , CONCRETE FILLED CMU NUM. NOTE MI ALU ,:ANY MECHANICAL OR POSITIVE LOCKING I/.a DRR.rlex i ml N T ' / r HOLLOW BLOCK.STEEL.AND NUGU DEVICE MAY BE USED IN LIEU OF THE PLUG ORTABLES-) !s I<.F.0 nNC)IOR I U n, }� i '\\}� <�\ SEE TABLES FOR APPROPRIAt° •, SPRING PIN SHO W N IN THIS DETAIL AT TOP OR TOR SPACING) 1 < f U r ANCHOR.SPACING.AND BOTTOM i0 HOLD PLASTIC FABRIC INSIDE TRACK. yy .:.{`r~f. EDGE DISTANCE. II .,S I— _� / i O If j'i:M1ri..>i% �\:�'i\'''�.,1: .'\,.:,.:�JC!M1.�!j•'1 '1 !Y I F'- O C \r'>;}\IXC)( I/4-I4 DRI,FLEX YP I/8'OP•1/4.1VAlL THICKNESS —_ ^C �y>� ;(,,. AI (SEE ANCHOR TABLES--, I�(S EE SLIDE TRACK MOUNT TABLES ON I'xq- 7x2• ~ k .I SPACING) I SHEET9 FOP.IWCY,NESS w o 0 1 'i 1 x 4'.2'X4y.xG. t•-' a•s- i ¢ e a o W \�; 4'x4• 3"x9• B �- mBE OPhONS U 7'x4.2-•1' STs OP::l.u,E+0.slx;.V S'sgmS ,q\ •. 3-X!'J`x 7• •- q kZ vCRA:7.,:l:r,•.El;_QjIAI:SIrv, - Pxl Tx 3• .••.uL�l`!'• "S�• �� -__ -.-.__ „GO 19! 1 ••, . .. r • ANGtE OPTIONS .•: :`:``\; I d Z l li r,vW'I EASY SCREEN SINGLE PANEL-ELEVATION tY --r 2-R 3.x SEFIABIESFORAPI'ROPRIAfF`'l a \ e tiA.�SU:O+IIACM1TIL%II.VE%I^mal(V?lll'•`IlOrl:eL.N31n!lAllOt:.+.,1:;. i' l SEErBtESORAPPROPIAT ANCIOR.SPACINGAND- y ANCHOR. { G x N SPACING,AND_. u. EDGE DISTANCP_ I EDGEDISIANCE. - --'--- A �_S,WALL(_MOUNT-SECTION -5/8%)ACCESSHOLEITYPI A � ' }_ �'JL _.fYIaCAL!L.IT IRACf IH$IAILAIIQI,IGP11;•::R.TII�. • ••• ( 9 BUILD-IN MOUNT-SECTION A }--•_ ----- (("- BUILD-OUT MOUNT-SECTION /S10=1Y.ACX inS1At:AIgN 101110.•)2,-n.1.s. \,7)SN9E tpnt;r:n+ilALLAIION id MO13!•1:,1.5, 12 11 10 9 A 7 6 5 4 3 2 1 u 11 m v o / * u 4 x 2 YC FR 14K.E. *� SEE SLIDE"=STRAP ���"°=�^pn � 0974 '~=="°�~ ' OLE ___-_- XX F ``� ] !| � - �L, DETAIL ;��"�� � � - s GROMMET SCREEN SINGLE PANEL-ELEVATION w ::: E 0 41 VERIAP F- D 'Sir =`� C B ~—~~~-~~~ o =�.=° ��.= �,~~~~~~~~~~�~~~~"~. (S!NGLE PANEL LENGTH ITYPI S;NGLE PANEL LENGTH JTYP) GROMMET SCREEN MULTIPLE PANEL-ELEVATION GROMMET SCREEN MULTIPLE PANEL ELEVATION A ____ ___ _.______ __ _________�___________ __ ! 1 y� ^ / ! �� u o m , v / ^ ^ ^ ; 2 / | 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C. HIA4,, C EN H _0373 974 0.313- o4se 031T 0.615' +1 1.1 0.31Y().663. y • 2.*T D 1,61Y -.1 It'll,1p 2"'10 G G AtSOAVARADIf L 'i'ltLf)MIT STUDDED ANGLED TRACK F ANGLED 7"TRACK BUILD-OUT"F"TRACK REVERSE ANGLED"F TRACK STANDARD"F"TRACK 6116716ALllMlN1JM N.r.5. 6D6316AEUMNLIM-N.I.N. 606346ALW —14 AINU .11. 106346 Ai UM$NUM-H LS. F VIl X; z > ZIPPER KEYNOTES :X,\ < HING EACH SIDE N "'NX ITC Iny A. 63�ROWS ST Xx,x, ZIPPER�.HREAD:138 DENIER > POLYESTER. Lu x, <X>' E 1�,Xxx 17�, w E B. ANY SPRING CLIP W/MINIMUM i _. j �Ix- n" RATING OF 50 LBS.W.L. C. Z'WIDE SEAT BELT WEBBING WITH x X: LOOP. c > D. STRUCTURAL EDGE HEM.VARIES BY i PANEL,SEE SHEET I. i Q a ;< E. 2"WIDE SEAT BELT WEBBING W/ Z BOX STITCH. > z > 0 X>"; B D 0 < < D Y. X C I. APIRROVED FOR UP TO 6OPSF MAXIMUM. �u c 2. MUST , MUST BE INSTALLED IN SPAN DIRECTION. 3. SHALL NOT PENETRATE HEMS. < !z! ED t3 ¢902 > Iz d I M B u is.., B =ado I -. l LIM I-X_ J A SLIDE TRACK SLOT DETAIL A 604:416 ALUMINUM.N.I.S 12 11 10 y 8 6 5 4 3 2 1 12 11 10 9 8 6 5 4 3 2 .1 JEFFREY kalANljhk IJ 6CV4 BOX SIIICH CONIIGURAIION 11A CHANGE,BUT NIUSI '16M HAVE THE SAME OR GREATER H LINEAR INCHES OF STITCH. 4-NON-SIRUCIL)RAL ..- rLAPIOPTIONAtI 4 .. SEE GROMMET AND STRAP SYSTEMS ki1ll I A FOR ALTERNATIVE ATTACHMENTS(TYP) LAP[OPI1014ALI .. ........ @ . . . . .. . %VA —OF CIE vI, ' SUCUE 0 x, N 7- CIE G xx.�l X 1, ."N'; �E, �lxx <h /\ Ii'y m V), ul .'x;<x'x.x x�, X -vQ- 12., x z ;X 1,x ADJUSTABLE-A '-$TRAPIBUCKLE LFIXED I n; Y_ x STRAP x Z, xxh ✓ Loo?, ME x x xx, %< x ........ -X.X"I N ....... F ,x P-DETAIL' f vw x ILI'10111C -115. CIE �xx > WRAPAROUND ll�,111A 11 ".. . - x STRAP ITYP) FIXED OR RR6K6�__ Lu X AOJtJ51ABIE ........jmml��m 1 I_. E Xt E STRAP SCREEN SINGLE PANEL-ELEVATION STRAP SCREEN SINGLE PANEL-ELEVATION 5 .. ..... V)Ir- IYP,ZAL2.'l EDA;IAC�IAVII < > > N01i:TOP.4 MILD AIIACIIIAENI THE 51-AN IS IN EXISTING- >. , .:<\, , ',>> 111C SNORTr)+EHSION BEWIEEN FASTENERS. COLUMN X'x xx X\l ,A, > < X' x /m- - - Z x N1, 0 < Z 0 0 Nv 4 < D NIRK !9 D X, V) ------------- < u >: aLftq MOUNT-DETAIL V) C "x^x, XK ID110-LI c > N, MlIx Z-1 .ll�l \"�< , , -, -: , , X*",. , >>: . ,., K,, > X� \RM < XV x. m, X/1x*x,,', I X,1 �lx X>� x X lN �x > q X IZ�` \X >1.x . I . B > L !!q� wl w w w w WM LIF w w 9 w v wfoo EXI r, 39'-C'MAX SINGLE PANEL LENGTH ITYPI 384•MAX SINGLE PA14EL LENGTH(TYP) UNI.MrEn NON -Cie�l -SPAN LENGTH I UNLIMITED NON-SPAN LENGIH Mg STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION 1 0171- BEND LINE (173 IT L4PP-.-SCUM-VEKC�IOR 110-W0111IL 1M.S. C.0111- A STRAP BRACKETA ,$).'57AWLESSMEL-14.'�S. 1 2 12 1 1 10 y 8 6 5 4 3 2 1 12 II IU Y 8 % 6 S 4 3 2 1 OPTIONAL FLAP i JEFFREY 55RWRAUPr (WHEN REQUIRED PER FIXED OR ' F • Hr��''' GENERAL N07E'.%i ' ._ADJUSTABLE STRAP BRACKET WUH •••[ •'• J'0:r EK7ERIORFACE x12)1/4"ORS/16"TAPCON(TYPI EXISTING STRUCTURE IYP ``./ HsSTRAP (SEE FASTENER TABLES FOR SPACINGI ( I N 9 OPTIONAL FLAP SUITABLE SUBSTRATES INCLUDE / CONCRETE.GROUT FILLED BLOCK.-. RENR 10 FASIMI? 0•1030" (WHEN REQUIRED PER-1 CONCRETE FILLED CMU.HOLLOW BLOCK _ IAMS FOR LOOP SF'ACwG - +Y (7ENIERALNOTF-7) ALUh1RJUh1.STEEL.AND WOOD. ,'xuD c.•u:vr,,,o�v :rd [-, - ___--.I—.___.__. y 1 6"MAX 3• �A-_,ys� I EXTERIOR FACE-, JL(,,T��l^1!,j`2"-'m.�.n, .r I 114"MAX.GAP ���. NOTE:CAN BE ATTACHED ••• •, •.. 0'TO 30' ..".• I•\%�:��,, , �. ' ` `z ... �IIIY11 I ' I - I' G TO EXTERIOR OR .._1.._...__.._. .• r` •� '1n ~k ''•- `Ci t��' rrR A INTERIOR FACE .� ........._._.... I` f \;(`(C•�1,Y\Sj`Y>Z\ tT�yl.X "•til- FIXED OR ADJUSTABLE STRAP. `I 1'F 'C7 '�` � � .. STRAP BRACKET WITH _ ••.`�.��.� ._ ••t (21 1/4"CPS/16"TAPCCN(TYPI (SEE FASTENER TABLES FOR SPACING) ALTERNATE FIXED STRAP/LOOP DETAIL- SECTION OUTSIDE MOUNT-SECTION_ —fi 3/SR CIURAL AIIACtIMEN1 FOF1001' N.li.: - L • SIRAI•BRACKEIwa,AILAlroHlorlaNq N.T.s. -.INSIDE MOUNT-SSECTION (3)ROWS SIITCIIING&BOX STITCH R. uLa^ F PLAN VIEW DF.IAB 1•�$TRAP BRM1C.KFI WSIAIIATKIN IOI'IION%I N.T.S. --- T OPTIONAL FLAP PLAN VIEW UEIMt 1WHEN REQUIRED PER_L I/7 x 37'E.ARIH ANCHOR GENERAL NOTE r.7) ' FIXED OP, W/WELDED CENTER EYE-, -4'DIA.z 6"SOH.40 PVC 17YP1 EXTERIOR.FACE-1 1-ADJUSTABLE THREADED INSERT IN CONC.OR FILLED CMU &4'HEUX O Z � ` ' 1 STRAP LAG EYE BOLT IN W OOD(TYPI 15EE FASTEN-cR IABIES FOP.SPACINGI t / OPTIONAL FLAP I 0-1930- IWF¢N P,EQUIRED PER_ I__..-I I I -1--L E ..._.1........... / GENERAL NOTE>%1 ` _ ,III E �. _ ] I: ;--� =i L � I r EXTERIOR FACE-,L I 1/4"MAX.GAP r I._-11 I_ I_ - _I !-I LL ? • . U II.-II Illi : I�.:I:IIII 1 ��� r rrnel Iii _._.__._-___._. ' � T � .• -. .. L�.:.-I I L... I I--I_I L-_i=_I._ 1--_.._3o.w- p I 0'TO 30' ! " �_":I:-I I—III-III I -i i- I , � w Z x.'•.., i I-1 I -III I-III I I-III ! I f z NOTE:CAN BE ATTACHEDO ^ TO EXTERIOR OR '\•,I FIXED OR ADJUSTABLE STRAP-' % "• I:I: III -I I-IIINMI, L III III- N S R D INTERIOR FACE •' 1--HATCHING THREADED INSERT IN CONC.OR FILLED CMV •• I-- i I i Q LAG EYE ECLT Irl WOOD(TYPI.: ' S rr-'I- - 11! 1-III -_ - D �• ••.,I (SEE FASTENER TABLES FOR SPACING) --�-V J-i f ;-I(:J LLI I I 12 II ID 9 8 6 S 4 3 2 JEFFREY BRIA ' CONCRETE TABLES a 6Vr�� 3�Drop In1/4"Drop In ........ Sf ^' :SCREE NI POURED CONCRETE SCREEN POURED CONCRETE 1 SCREENI POURED CONCRETE = n SPANS (MIN 3KSI) SPANS 1 (MIN 3KSI) ! SPANS; !MIN 3KSI) 3 UP TO ANCHOR SPACING INCHES UP TO I ANCHOR SPACING(INCHES). UP TO ANCHOR SPACING INCHES) f- " "'v° lint 24 I 20 16 12 10 (in) 18 16 14 12 10 1 1 (in) -i2 10 _ 8 6 : 4 _48 130 130 130 1 130 1 130 48 130 _1301 130 1 130 130 L 48— 130 130 130 130 1130 54 1130 1 130 130 1 130 130 54 130 130 130 130_ 130 ( 54 1 130 130 130 130 130 SS�Np1� . 60 _ 130 1130 130 1130 130 60 130 ! 130 130 130 130 6D 1130 130 130 130 NN G _66 L 130 130 130 130 130 i 66 130! 130 130 1 130 130 66 130 130 130 130 : 130 n l G _72i-130 _130_; 130 130__130 i 72 130! 130 130 130 130 72 130 130 , 130 130 : 130 130 1-30 i 130 130 130 i ( 78 1 130 ! 130 130 1 130 130 78 120 130 1 130 130: 130 84.- 130_ 130_-130 -130 i 130! i 84 130 i 130 130 i 130 130 ^84 111 130 ' 130 130! 130 _.._-... - - — - ------ 1 _9D 130 _130 130 130- { 90 130 1130 130 1130 130 90 104 125 130 130 130 e 96 130 130 130 130 i 130 : 1 96 130 1 130 130 , 130 130 96 98 117 130 130 130 102_ 130 ._130 1 130 130 130 i 102_ _ 124 130 130 130 130 102 1 92 110 1130 130 130 L ; 1_ { =•c 108 ( I 30 _130 130 130 i 130' 1_108 1 17 j 130 130_! 130 1 130 108 87 104 1_130 130 F i114_ 126 130 1 130 130, 130 1 114 111 125 130) 130 ' 130 114 1 82 99 123 130 i 130{ --+ ; T—� rn I a F 120 ! 120 130 _130 130 1130 120 105 119 130 130_130 120 78 94 1 17 130 ! 130 — --. 126, r 1.,14_!,130._,130__130 i 130 ; f 126__100__113__129_1 130 1 130 126 74 89 �11 130 ! 130 ---- _,132 109 1 130 130': 130 130 ! ! 132 96 108 123! 130-! 130 132 71 85__106 130 130 U a° -._ ___ . .._. . _138 104 1 125 130 ' 130 1 130 1 { 138 Yi 9292 _103 1 18 130! 130 138 68 81 102 130" 190' Z_ 144 100 _120 I3- ! 130 130 1 144 i 88 99 113 ' 130! 130 144 65 78 98 130 1 130 { C 150 96_ 1 15 ! 130 ! 130' 130 150 1 84 95 i 10�130 1 150 62 751 94 125 ; 130 U) uj E 156 92 1-1 I--.130; 130 1 130 156 i 81__91 '• 104 1� 222 130 1 156 60 72 1 90 120 : 130 E L_162 _: 89_ 107 1 130 130 : 130 ' 162 178 _88 1 o)1 1 17 ; 13 162 58 69 1 87 1 16 1 130 j_768 86 103 1129 _130_130 168 1 75 BS t 97 1 13 1130( 168 56 67 _I 84 I 1 1 ' 130 w 1.74...,,;..83,._ ,99.,.-;_124130 130 1 _174 1 73 82 93 109 : 130 1 174 _ 54 65 81 108 130 g 180 80 )_96 _120_ 130 ._130 190.-{. 70_. 79...-90... 105 130-{ i 8Q 52 62 78_ 104...130.. o - --- �186 77 !--;93_ 116 _130 130 186 1 68 76 1 87 102 130 186 50 60 f 75 101 130 192 60 _ 60 160 60 60192 60 74 i 60 60 60 _192 49 59 60 60 60 198 60 198 i 60 60 i 60 60' 60 1 72 ! 60 60 6 198 47 57 !_ 60 60 60 ~ e o P m o D 204 +_60___60 1_60 1.60 60 204 1 60 70 1 60 60 60 304 46 55 60 60 160 Q0 c4 210 60_ 60 60 160 160 210 _60 1 68 i 60 60 ' 60 ! 210 45 53 60 60 ! 60 -� Z D ,216_! 60 60 i 60� 60 i 60 216 59 166 60 60 . 60 t 216 43 52 _60 60 1 60 222_. ai 60 ^60 x.60,,_!.-60_1 6 222 57 ! 64 !_60_,..60 60 222 _42 51 60 60 60 a N = _.228 60 -_60 60 Co- 60 228 . _55, ,62 , 60 60 60 i 228 1 41 49 60 60 6D . .._. ...--... . _ -- - k_234 60 60 60 i 60 60 234 54 61 ! 60 60 60 234 { 40 48 60 60 60 tZ' v 240 60 60 60 60 60 240 53 59 ; 60 60 60 1 240 39 47 59 60 160 ! Q a 246 59 60 60 1 60 160 246 51 , 58 i 60 1 60 607 246 1 38 46 57 60 60 F- 252 57 160 60 60 60 252 50 56 160 60 ! 60 252 37 4: 56 60 6 C C ! 258 56 1 60 60 i 60 60 258 49 55 160 60 ' 60 i 258 36 44 54 60 60 o y 264 55 : 60 - 60 ! 60 60 264 48 54 i 60 60 6 264 35 43 53 60 160 I uj 1 270 53 60 60 60 '60 270 47 53 ! 60 60 1 60 270 i 35 42 52 1 60 1 60 ¢' E 276 52 :.._60,_, 60 1 60 60 276 46 52 ! 59_ 60 ! 60 !_Z76 34 41 51 60 ! 60 a i o (r 282 51 60 i 60 160 60 282 45 5 58 60 160 282. 133 40 50__60 1 60 - a t z 286 i 50_60 i 60 60 60 ! 288 44 49 1 56 60 ! 60 !Y 288-1 33 39 49 1 60 60 z z m 294 i 49 'S9 60 60 60 { 294 43 48 1 55 i 60 i 60 294 1 32 38 1 48 1 60 1 60 4 !q 9 300 + 48 1 58 1 60 1 60 60_i 300 42 47 54 60 ! 60 300 31 37 47 160 i 60 x =W B 306 1 47 56_ 60 60 60 1 306 41 46 153 60 i 60 306 1 31 37 46 60 1 60 U 2" g S.- B 312 1 46 1 55 60 60 60 312 41 46 152 60 ! 60 312 30 36 45 1 60 60 I „ z 318 45 54 60 60 60 318 46 ! 45 151 60 ! 60 1 316 29 35 44 59 ! 60 324 44 53 60 60 60 324 39 1 44 50 59 160 1 I 324 29 35 43 58 1 60 z 2 N L 3 - 53 _ o 330 .,_44-,,. 52_ 60_-_60 __607 330 38 1 43 1 49 57 1 60 ! 330 t 28 i 34 43 S7 i 60o W 3 „ 336 43 5-1 60 60'! 60 336 38 421 48 56160 ;- 336_,-',- .___33_ _42 !_56_i. 60 342 42 51 60 60 r 60 342 3-7-1-427-7--cd-148 35 342 f - 33 41 7 55 i 60 A 348 41 50 60 60-!_60_ 348 36 41 1 47 5 64 0 348 1 32 40T1 60 A 354 41 49 60 60 60 354 36 ! 40 146 54 i 60 354 32 40 53 1 60 360 40 48 60 60 1.60 360 35 ! 40 i 45 53 160 360 31 39 52 60 12 11 10 9 8 / 6 5 4 3 2 I 11 II 10 9 6 5 4 3 2 uuunuur I JEFFRE 'Rl 7 CONCRETE TABLES ........ H .. TAREA-DEDOD ___3/8".LQT ANCHOR 4 SCREEN POURED CONCRETE SCREEN POURED CON SPANS (MIN 3000 PSI) I SCREEN POURED CONCRETE&GROUT FILLED CONCRETE SPANS (MIN 3000 PSI) SPANS IMIN 3000 P UP TO ME.QF ANCHOR SPACING INCHES}_ UP TO UP TO (in) ) I, , (in) ANCHOR SPACING('NrHFSII 18 1 16 14 1_12 1 10 (in) CHOR SPACING(INCHES 22 20 1 8 130 10 48 i 24 IS 12 . 48 130� 30 130 130 F-1-VT 16 � 14 12 1 48 1 130 130 1 130 13 130 i 130 130'1 130 130 0 ! 130 130 130 130 13 54 130 130 130 Fj 130 54 J 130 130 30 130 1 130 G 130 1 130 j 130 J.�Qj t 1301 G _J�p_ tl .1 3 _AQ_ 130. 130 130 t 130 _L3_01130I 2=1=156 -130 130 1 130 130 . 130 1301 130 66 1 130 130 130 30 130 66 130 1 1 130 _L3P- 130 130 72 130 i 1301 130 72 1 130 rW n 1 130 130 130 _�30 130 78 -F30-1 1301 130 130 130 3io T1 78 130 130 130 130 130 310 ZEL.- AR."! __ __ ; 84 , 13 130 130 130 ;__,_84„-_(.130 1.30,;__130,.. 130_;.,130, 84 1 130 130 1130 -13 1 130 i i 90 130 1130! 130 ------ 90 1 3 1 1 130 130 90 1 1 56, - 30 1301 130 130 130 1 1 96 1 130 i 1301 130 130 130 -i-25-7130 1 130 1 130 130 130 1 130 i 3 130 *30 96 1 117 101 L Up IgO 130 130 08 1 1 1 124 130 130 130 1 �O2 I IQ_ _L AN_ 108 30 1 130 1 F _jo2 1181 128 130 130 0 130 _130 16 104 7 0 -1 130 F —_I I 1 11 121 130 I. 14_jjj2.1__9k 1 130 130 130 - — U) 114 1 5 1 11 126 1 130 1 130 _L F 126 Tid 107 1 120 !*_JTd_i_30 FIT0- 14 _98 L_111_ 130 130 _L20 100 109 120 130 130 120 93 105 1 120 130 130 L 7_-) 126 102 114 130 _13-0 IT3_0 126 1 89 100 114 1 130 126 95 104 114 130 13 _130 • 2 97 109 125 130 130 z 'I Y2 132 1 85 95 109 127 130 93 164 119 1 130 130 -67 104.1 116 130 144 89 100 114 1 130 1 7_30 i 81 91 A V) 13a i .jpj4._ 122 130 L—o 4�4 _76, 100 13-0, t 144 83 91 100 i-I-I-^ET13 uj I ISO 85 96 -Ti-o-11-22-8 —iWo 150 --j 60- 87 1 96 1 107 130 92 105 Iqq 75 1 84 96 112 130 E 1 0 156 82 _I ___is_O 155 77 $4 92 156 1 72 1 81 2 1 C8 _T2_9_ E 63- 130 LiikL jv-w- 102 1 119 130 162-T--Zq---t�7i 89 -104- 124 V) 162 74 BI 1 89 99 130 168 76 86 98 1 114 1301 1468 1 67 75 86 TO-O 120 _148 ?1_ Tq 86 95 30 _74-_83- 1110r a! 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O o�sa p I y W N A 1 A 12 1 1 10 9 8 / 6 5 4 3 2 1 12 11 10 9 8 / 6 5 4 3 2 1 JEFFREY FRS 1,+P.E. CONCRETE FILLED BLOCK/CMU TABLE 'REMFORCEO.R.WNc!i W,1.....VEFILLED CELL H j —1%2"Drop In -- 8D or p In - - 3/8"LDT ANCHOR POURED REINFORCED' E SCREENS POURED REINFORCED' SCREEN POURED REINFORCED* I= e0g7,1 SCREENi (MIN 3000 PSI) i SPANS+ (MIN 3000 PSI) SPANS (MIN 3000 PSI) a�' °"O� SPANS 1 UP TO I ANCHOR SPACING INCHES UP TO =� ST �pF: UP TO'ANCHOR SPACING INCH S 18 I 16 14 12 1 10 lint ANCHOR SPACING INCHES =��.'� r' 24 - 20 10 -- _ ._..__ ..__._ 1 _ 60 __ 130 __130 1130 130 ! 130 —— oI© \���` as--- ___-_- 16 48 130 1 130 ! 130 1136 1 130 - 1_.-__- N• 48_._ 1324 0 : 130 130_1 130 31 0 --_ 0 1.130 - 48 130 _130 130 130 130 ., NOON� G _54..,_.,,.130;__150__,-130.Y 130.,1 130 ! i 54 130 130 1 130 130 130 54 130 130 130 130 130 hill,NW G I_ 60- 130,( 130 ' 130 , 130 130 i 66 130 130 130 1301 130 60 130 130 130 130 130 _ -66 130 i 130 ' 130 1 130 130 1 72- 130 130 1 136 130'130 66 130 130 130 130 1130 E 72- 130 130 130 1 130 130 1 78 130 130 1 130 130 i 130 72 120 130 130 130 130 �y I1% _- 78 ; 130 _130 130!:130 _130 84 123. 130 130 130 ! 130 78 111 125 130 1�30� 130 ii -84 !130 130; 130 1 130 130 90 115 129 130 130 130 84 103 116 130 130! 130 , �90 130 130 1130 j 130 130 90 96 108 123 13D 130 c -__- 96 108 121 130 130 1130 - 96 1 30 _130 130 1 13o 130 f I 16 130_._130 F J_102 1129 130 13 I 102 101 1-14 130 130 1 130 <=' 0 130 130 _108 96_ 108 123. 130 1 130 102 85 95 109 127 130 �A Y I._ _ 114 91 102 116 130 1 130' 108 80 90 103 120' 130 YJ I e; 3 F 108._,._122_,..130 _130.-..130 130_ ( - 114_ 116 1130 _130 190 1130 120 86 97 I 1 1 129 130 _114 76 85 97 114 130 120 180 ! 130 130 130 130 126 82 92105 123130 120 72 81 93 108 130 U -a 126 105'_126 130 130 ( 130 _132 78 88_ 101 1 117 : 130 126 69 77 1 88 103 123 ! Z 132 100+ 120 130 130 130; 138 _f 75 64 96 1 112 : 130 132 65 74 84 98 118 _ - _ 138 96 1 115 1 130 130 130 i 144 ; 72 81 92 108 ! 129 138 63 70 80 94 113 uj 144 92 1 1 10 I+ 130 1 130 130 ; 15+0 69 77 88 1 103 124 144 6D _68 _77_ _90 108_ LU N E „150, B8 106 + 130 i,130_ 1,30 + 156 166 74 85 199 : 119 _150 -58_ 65 74 86 104 E 1..._........... .. --._........_...._......_-.. - ........_...._._..--- -- _156 + 85 102 127 1 130 130 162__1 64 72 82 J 96 : 115 _156 55_ 62 71 83 100 N G 2 162 1 81 98 1 122 1 130 130 , 168 + 61 69 79 ! 92 Ill 162 53 60 1 69 80 96 +----- ------—— Q F_ 168�_79 94 i 118 + 130 130; 174 59 67 _76__1 89 i 107 168 51 58 66 77 93 j LL 2S H i 174 1 76 91 114 1130 130! 180=5 65 74 86 103 174 50 56 64 74 89 Z m z 180_ 73 88 110 1130 130 _86 i 55 + - 180 48 54 62 72 86 I - 3 "� W 186 55 162 71 183 100 . 2 m Z 186 71 85_ _106 130 130 192 i 54 60 60 60 : 60 1 _186.,.,.-.-„46-_,,_52._1 60 70 B4 o o^< 8- -- -- - - --- 192 60 60 60 60 60 . T— 192 45 51_�_58 60 60 - 0 N a z 198 + -2 59 60 160 60 __-_. m 0 ---- _ D 198 60 60 1 60 _.60, _60_ _204 ! 51 57 60 60 60 198 44 _49 i 56 60 60 ! Z D _204 6D 60 60 60 60 210 ; 49 55 66 60 60 204 42 487 54 60 60 O 210 60 T 60 60 _60 60 - 210 41 1 46 53 60 60 1 � _. -_-_- _216 48 54 _60 160 60 I i 216 60 60 60 60 60 222_ 46 52_ 60__1_60__ 60 216 1_40 i_45_ 51 60 60 222 �....I 60 160 60 160 -228 45 51 58 i 60 60 v 222 39 1 4444 5050 �58� 6�0 2Z8 58 160 ( 60 60 1 60 234 1 44 50 57 1 60 i 60 228 1 38 1 43 49 i 57 160 ' O f 234 56 160 160 60 1 60 240 43 48 55 1 60 i 60 234 X37 42 47 1 55 60 F- o 240 ' 55 160 60 60 ! 60 246 42 47 54 160 1 60 240 _J_36._1.41_ 46 J 54 I-60 U) C 2461 54_'.60 60 60___60 252 41 66 53 60 ! 60 246 II 35 40 i 45 53 1 60 C _ _ -----�----. --- --....-.- 252 52 160!60 60 . 60 258 40 45 51 60 ! 60 1 252 34 39 44 51 60 ° j-258 51 60 1 60 60 60 _264_ 39_ 44 50 59 60 258 33 38 1 43 50 60 ¢ i_ 264 506060 60 60 + 60 - 1-�_-T ` 270 38 43 49 157 ! 60 264 33 37 ! 42 49 159 p I C o G i 270 49 59 1 60 1 60 1 60 276 37 42 48 1 56 ! 60 ( 270 32 36 1 41 48 1 58 ( ��z 1 276 ! 48 57 1 60 ! 60 1 60 282 37 41 47 1 55 1 60 1 276 J 31 35 40 1 47 1 56 I I t o 8 282 47 56 60 1 60 1 60 288 36 40 46 1 54 1 60 282 31 34 i 39 46 55 1 Me 288 46 55 60 160 1 60 294 35 39 45 53 ! 60 288 30 34 39 45 54 D 8 294 45 54 I 60 60 60 300 34 39 44 52 i 60 _294_ 29__33_.38__44_ 53 U ( 3 Z m 8 -.. .- -.. 300 .44_,_53_- 60 60 GO 306 _34_ 38 _43 + 51 '• 60 300 29 32 37 43 52 o�z SO6 43 52_ _60_-1_60__60.- 324 32 36 4? r 50 1 60 48 57 306 28 32 136 42 51 F 3 382 42 1 51- 60 160 60 --318— 312 31 1 36 42 50 I I o 1u 318 42 50_ 60 60 60 318 31 35 41 49 `�1 ��� 824 41 ; 49 60 60 60 330 31 35 40 i 47 56 324 30 1 34 40 48 0 H� 330 40 i 46 60 60 60 i 336 31 35 39 ! 46 i 55 330 29 ' 34 39 47 336 139 47 59 60 60 342 30 34 39 i_45 I_54 336 2E93 39 46 A 342 39 + 46 58 60 60 1 348 30 33 38 i 44 i 53 342 _ 2 38 45 1 9 A 60 1 354 _ 37 45 60 360 37 44 360-� 37 44 55 60 60 -' -- 360 31 36 43 12 II 10J 9 8 / 6 5 4 3 2 1 12 11 10 9 8 / 6 5 4 3 2 1 #C. IRnN11"CONCRETE FILLED BLOCK/CMU TABLE P.EINfORCED WIIFI WN RAR IN CCNCREIE FILLED CELL R1A5/16"UITRACON i S`TRAPBACKE7w � N9SCREEN POURED REINFORCED' SJ1� �� u971SPANS (MIN 3515 PSI) SCREEN POURED REINFORCED• ,., un .,r.s.se.� UP TO -----'-- SPANS (MIN 3000 PSI) Of - (i0) ANCHOR SPACING(INCHES)' UP TO .- A - - --- 4i 18__i 16_. 14 12, 10 (in) -ANCHOR SPACING_(INCHES) IF _._...-.- ._. ._..__. 24 22 20 18 i 12 I F£1' oR)'•.�G _I30 _130130_.130. -- SOI'A�� _ 54 130_ 130 130 _130 130 48 _ 130 130 130 130 ! 130 "�I I�III III'll` G 60 130 130 130 130 1 130 54 130 130 130 130 130 I G 66 ' 130 130 130 1 130 1 130 60 130 130 130 130 : 130 I 72 1 130 130 130 ' 130_ 130 66 130 130 130 130 i 130 j x 78 ' 120 130 130 ; 130 130 72 130 130 130 130 ` 130 L--" -- 78 123 130 130 130 130 84 111, 130 130 1 130 130 "1 - ....1_._....--- --- -- }- i 90 1104 130.1.130 1 130 1 130 84_____I 14. _125 130.[130 130_ 96_-' 98 _125 1 130'_i 130i130128.-I 130 __130 C_ 102_�_92 1 118.1-130 130 1 130 06 100 _109 120) 130 130 0 F --1 108 .__87 111_! 1300 I_130 130- 102 94 103 113 1125 ; 130 �/� j27.. F 114 B2 6 1 3 1_130__130 108 89 97 107 119 1130 1_120 78 ( 100 1130 130 130 114 84 92 101 112 130 126 74 96 130 130, 130! 120 80 87 _96 107 ! 130 132 71 91_.128 130 130 : 126 76-_ 83 91 1102: 130 Z 1 122 130 1.130i _132130, p - -_1 138 ..,_70 76 83 1 93 130 Vl 1.44 1.65 64 ,117._._130....,_1_30_. 150 C 62 80 112 130 130 i 144 67 73 60 _89 130 W E 156 '• 60 77.-, 108 130 130 1 _150 64 70 77_• 85 128 0! E i---r-' t 156_ 62 67 74_ 82 123 162 : 58 74 104 . 130 130.1 U1 168 -56_ 72 100 i 125 130= 162 59 65 71 79 119 1 N _ 174 r 54 69 97 ' 121 130` 168 57 62 69 1 76 114 I = --'� i 174 55 60 66 74 110 ° W z -180 52 + 67 j 94 , 117 130 Z - r n s -- ---- ---�-- j 180 53 __58... .64.. .71--:..107 -- f a _186....-.50_.1.....65.�..._91__i 113 1130 _ _._ , 192 49 I_60 ( 60 160 60 _186 52 f 56 62 69 103 F p 0 m m z D F 198 47 160 6( 0 60`60 192 50 55 60 67 100 Q N 0 v a ...�.__.., 1 �_._.—__-___ LL r 204 46 !59 60 60.1.60 I 198 48 53 58 1 65 97 1 °� r z D ( 210_ 45 S7 _60_i 60 60 204 4 56 6r 3 94 N 0 ---6 , 216 _43 56 i .60 . 60 60 210 46 50 SS,1-61 i 9l v 222 42 I 54 60-1 60 60 216 44 48 53 _ 59_,89 -1 222 43 47 -52 1 98 --86 1 u 228 _ 41 1 53 +_60 60_I 60 --------- 0 234 ._40__51_._.60__ 60.1 60_ _228_ _42._ _46..,_5.1.-(_56_j_84-7 O 240 39 50 60 60 i 60 1 234 41 45 49 1 55 82 io !_246 38 49 60 60 1 60 1 240 40 44 48 53 i 80 In C 246 39 43 47 52 i 78 1 C T 252 37 48 60 60_f,__60 1 0, 258 36 47 60 60 160 11 252 38 42 46 1 51 1 76 w o 258 37 41 45 50 74 Z =y 1 264 35 46 60.__..60 60 Q e o W 270-! 3 5 45 66 60 rb0 I 264 36 40 44 ! 48 1 73 0 on W 276 1 34 44 60 60 60 on 1270 36 39 43 47 71 a`o> 276 35 38 42 1 46 70 ❑ z 282 133 43 60 60 60 288 I_-33 _...42__ 59 _60_-i60 282 34 37 41 45 ' 68 p g 9 B 244 32 41 57 60 60 298-.,_,..,33_.,__36.___40 44 i 67. = x z W 300 31 1 40 56 60 _60 294 33 36 39 44 '1 65 8 300 32 35 38 43 64 o 0 306 31 39 55 - 60 60 z 312 _ 30 : 39 54 60 60 306 31 34 38 42 63 5 3 S _318 _ 29 38 53 1 60 60 312 31 34 37 41 ' 62 Z W t 324 29 37 1 52 1 60 60 o u 33028 i 36 i 51 10 60 0 15 336 36 1 50 1 60 60 - A 342_-„ T_.__35__49_i 60 60 20 A 348 _ 35 1_48 1 60 60 } -.. - ,_354 i 34 48 59 60 360 33 47 1 59_ 60 12 11 10 9 8 / 6 S 4 3 2 1 12 II IU 9 a 7 6 S 4 3 2 JEFFREYC.F MIVlVu,,,� ' GROUT FILLED BLOCK/CMU TABLES _ �.hP F••. %vl�, ENS'• A ` `Drop In —j i –J--3/8�brop In _—I H Wit------- � d (SCREEN GROUT FILLED CELLS I ISCREENI GROUT FILLED CELLS SCREEN] GROUT FILLED CELLS !SPANS ]SPANS, SPANS! UP TO + UP TO UP TO ANCHOR SPACING INCHES { ANCHOR SPACING INCHES ANCHOR SPACING INCHES ' i (in) (in) lin) 1 I OF '�: 24 ' 20 i 16 12 1 10 I_ 18 16 , 14 i 12 10 1 12 10 . 8 6 4 -- 1 E�rER I 48 130 1130! 130 130 130 ( 48 130 130 130 1 130 130 ! 48 ! 130 1 130 130 1 130 1 130• S �JALE 54 -1-SO-T-1 30 130 130 f 130 54 130 130 13D 130 : 130 54 _ 127 130 1 130 130 1 130! ' N" 60 1 130 130 —130, 130,..! 130 60 130 130 130 130 ! 130 1 60 114 130 1 130 130 1 130 G 66 ........._... .....__... _ ......._......1.. -- 13D 130 1 130 130 i 130 66 130 130 130 130: 130 i_ 66 104 124 1_130 _130 1_130': C' 72 130 130 _130 130 1 130 72 _1_2.1__130 130 _130 1130 72 95 114 11-2T 130'1 130 i !-78- 130. 130 130 _130 1 130 78 112 126 130 130 1 130 ! 78 1 88 105 1 130 130; 130 84 1_.130 1301130 130 i 130 84 104 _117 130 130 1 130 84 81 98 f 122 '_130! 130 69� �' ! 90 130 130 ! 130 1 130 130 90 _ 97 109 125 130! 130 90 76 91 1114 130 1 130 — 96 125 130 130 130 _130 96 _ 91 102 117 130 i 130. 96 71 86 . 107 130 ; 130 0 118 130 i 130 i 130 130 102 85 96 110 12B 130 __102 67 80 101 130 130 F I 1.11 ! 130 i 130.; 130,1.130_. 108 181 _ 91 104 121 130 I 108 63 76 95 127 1 130 rA 03= F...--..-.._.-_.. H1 1 114 _105 ! 126 i 130 i 130 130 ..._114__._76_..._,86_. 98_,.115x130I 114 _._60 72_. 90 _120 i 130, "' 720_ 100 1 120 , 1-7 30 ! 130 130 120 73 t32 _Z3.__109 1 130 ! 120 __57 68 86 114 i 130 --- -- -- 9 --- _ - --- 126 _95 1 14 ! 130 ` 130 130 j 126_� 69 78 89 104 : 125 ! 126 154 65 _817-09-1i3-0 a 132 91 10_ 9 1130. 130 130 i _ 132 66 74 85 _99 119 132 52 62 1 78 104 i 130 U = 138 87 i 104 130: 130! 130 ! 138 63 _71 81 95 1 1 14 138 50 59 ! 74 99 130 Z = 144 83 100_ 125 130 !_130 j 144 bl �_6688_(_7B 91 1 109 ! 144 48 57 1 71 95 130_ IF 150 ! 80 96 120 130! 1301 ..150 58 165 I_75 _87 1 105 150 46 55 68 91 130 LU E 1,56,...] 7792_....J15_...130 i„1.30 � 156 56 63 72 84 ! 101 156 44 �-66 88 1 130 j � _ E 162 i 74__ ..89_,_ 11 ! 130_ L,.. 162 _54_._.61_._ 6981 .1_97_ (._ 162 __84 127 .. w 166 ! 71 86__107 130 i 130 168 _52_ 58 67_. .78_. 93_ 168 _41 49 61 81 122 i � 174 1 69 83 103, 130 1 130 ! 174 ! 50 56 164 75 i 90 174 39 47 59 79 i 118 n g I 180 ! 67_ 80�_100 i 13VI 130 180 1 48 L 55 62 73 ! 87180 180 38 46 57 76 i 1 14 w z s 186 ' 65 1 77 . 97 ; 129 1 130 ( 186 47 53 60 70 _84 _186 37 44 55 74 i 110 ! Z ! 192 60 60 ! 60. 60 1 .60 192 45 51 58 60 60 i 192 36 43 53 60 60 z ------ -_ — _198__ 61160 i 60 :60 60 }_198 i 44 50 57 . 60 60 1 198 35 41 52 60 60 j R g p N < z D _204 59 i, 60 60 _60 60_ 1 204 1 43 48 55 60 1 60 1 204 34 40 50 60 60 ! m ” -- pz D 210 57 60 60 60 160_ 210 42 47.. 53 60 1 60. 210. 33 39_ ..49. 60 _. _- _216 f 56 1 60 60 60 1 60 21 1 40 45 52 60 1 60 ! 216 32 38 48 60 i 60 to _222_a 54 _60 60 _60 _60 222 39 _4_4 X51 _59 60 222 31 1 37 46 60 1 60 1 228 i 53_' 60 ! 60 60_I_60 i 228 I. 38 4349 __57 60_ 228 30 :136 45 60 1 60 u _234 151 i 60-! 60.__ _60 1 60 1__234 _i 37 421 48 _56 i 60 234 29 1 35 44 58 160 1 !U _240 150 j-60 1 60 60 60 i 240 1 36 4147 53 ! 60 1 240 29-1-34-17i3- 57 1 60 o 246 i 49 '..59 _1_60 j 60 60 1-N-6 35 40 46 53 i 60 246 28 33 42 56 60 N i� C ..252`,..48_„1__57.., 60.,i_60_ 60 1 252 35_ 39 44 52 i 60 252 33 41 54 60 C 258 ! 47 1 56 60 1 60 60 258_ 34 38 43 51 60 258 32 i 40 53 60 1 264 1 45 55 60 60__60_ 264 33 37 42 50 b9 264_ _- 3F 39 52__60 ¢ R ! F e W j 270 ! 44 53 i 60 60 60 _270 32__36__42_ 48 58_ I 270 __(__ 90 _3 t 51 60 p ! t W 276 ! 43 52 60 60 60 I 276 -32 36 41 47 ! 57 _276 1 30 131- 7 r-50 60 _� ¢t 6 R 1 282 43_ 51 60 60 60 282 31 35 40 46 - 56 282 29 36 49 60 1 3 o c 288 1 42 50 60 60 60 288 30 34 39 45 55 288 1 - 29 36 1 48 60 i = ' 294 41 49 60 60 60 294 30 33 38 44 : 53 294 I 28 35 47 60 j 9 s 5 8 300 40 48 60 60 60 300 29 33 37 44 52 300 i=- - 1 34 46 60 j U ! 3'a m B 306 39__47 59 60_ 60_ 306 28 32 37 43 ! 51 306 34 45 60 I i s o - 312 3B 46 58 60 60 312 31 36 42 : 50 312 33 44_ 60 3 z 318 38 45 1 57 60 60 1 318 _- __31 35 _41 49 318___- - 32_ 43 60 !Z o.;5 324 37 44 156 60 60 324 30 35 40 48 ,j 324 32 42 603.1 330 36 44 55 60 60 330 30 34 40 1 48_' 330 31 41 60 j 336 36 43 ' 541 60 bO j 336 29 33 39 14747 336 31 41 , 60 342 35 42 53 60 60 342 29 33 38 i 46 342 30 40 1 60 A 348 34 41 E 52 60 ! 60 ! 348 28 32 38 1 45 _348 29 39 59 A 354 134 41 51 160 i 601 354 32 37 i 44 354 = 29 39 58 1 _360 -33__40_..1,._50-.j._60.-_.: 60–i 360 31 36 1 44 360 29 38 57 I 12 11 IU 9 8 / 6 5 4 3 2 1 I 12 11 10 9 8 7 6 5 4 3 2 1 I JEFFREY C.F MYVP�f�E!�u,,,, GROUT FILLED BLOCK/CMU TABLES ;P � °t,ENc�til., - -3/8"THREADED ROD& 1/4"PANELMATE INSERTS I 114"PANEL ATE FEMALE I L4"PANELMATE MALE % �Q H . EPDXY SCREEN SCREEN SCREEN 1_ "974 1— GROUT FILLED CELLS GROUT FILLED CELLS GROUT FILLED CELLS - SCREEN� GROUT FILLED CELLS SPANS; + SPANS SPANS = r SPANS I ; UP TO -- --- -----, UP TO - _.—._...------- UP TO ANCHOR SPACING 11NCHES)I ANCHOR SPACING INCHES ; ANCHOR SPACING INCHES ; UP TO (in) ; 12 i 10 I 8 6 ! 4 ' (in) 12 ' 10 8 I 6 4 ; (in) 12 _10_ 8 6 ! 4 (in) ANCHOR SPACING(MCHES) i� —r - 48 ! 130 ! 130 130 130 i 130 48 130 130 130 130 130 I 48 130 130 130 130 130 I tk 54 ! 130 i 130 130 130 130 54 117 130 130 ! 130 130{ 54 117 130 130 X130 130 48 130 130 130 1190 1130 r -- ��E4 L " 54 130 1 130. 130 i--0 130 1 130 -CO 1130 1130 i 130 130 130 60 105 1126 130 _130 130 60 109 130 130 130 130 i YIN fl �1G G 66 130 130 1 130 130 130 66 96_ 1 15 130 _130 130; 66 99 119 1130 130 130 130 130 . 130 1 130 130 72 1 130 130 _130 130 130 r 72 88 1 105105 130 130 1 13'0 ! 1 72 91 109 130 130 130 66 1 130130 130 1 130 1 130 130 1 — -- 72 130 130 130! 13 30 1I 0! 78 128 1 130 f 130 130 130 i, 78 _, 81- ;..97_-f 121 ..130 ..130 78 84 101 126 130 130 �Ny I=rE 1 7 _ _..- ...----- - 1 6f� __84_ 119. 130_!,130. 130. 130 1 84 1 75 90 113 130, 130 84 78 94 117 130 130 1 ° 78 1121 130 i 130 130 130 - _ ti - r -- --1 - -- '-- 90 111 F 130 130 _130_ 130 ! 9-0 84 105 130'h30 1 '_' 90 73 87 109 13p 130 _112 1126_ 130 130 ..130,-1 9d 104 125 130 ° 130 130 _ 96 66 79 99 130 130 I 96 68 82 102 130 130 - 90 105 118 130 130 130 L ( W --1' - '-- "- 102 98 118 _130 1130 _130 f 102 162 74 93 124 1130 102 64 77 96 128 130 _96S` _98 1 111 126 130I3p 108 93 111 130 1 130 130 108 ! 58 70- 88 117 1 130 ! 108 61 73 91 121 130 f" 102 93 !-104 119 130 _130 - - I u F 108 88'112 130 130 r 114 88 ! 105 131 13D 130 _114 i 55 66 83 I I 1 Ll 30 114 57 69 86 115 130 i I„m^ F 1 120 ! 83100_ 125 130 130 120 153 33 f 79 105 1 130 120 55 66 82 109 130 ! —� 114 83 193 1061 124 l 130 126 79 , 95 1191-130 130 126 30 68 75 1001 130 126 52 62 1 78 104 130 120 79�89 101 1 18 i 130 --- —-- _---------- l oe --'——'---'- 132 ; 76 91 1 114 130 1 130 132 ! 48 _ 57_I.72 96 _130 1 132 50 60 74 _99 130 126 75_. 84 96 112 i 130_ 3 .---..-.....-.---- _ _ - x -- :130138 173 187 109 130 1130 138 46 55 1 69 91 i 130 i 138 47 T 57 71 95 130 Z > 132 . 72_ ..BO_.1_92._i...107 .1 - - x 198- 68 77 88 1103 i 130 1 144 70 83 104 130— 130 144 I 44 __53j_66 88 130 i_144 _ 46 55 ' 68 91 130CF ! m 144.. 1-66----74_ .�- 84 1 98 130 i 150_ 67-I 80 100 130 1.130 150 ! 42 50 I_63 84 126 I 150 44 52 1 66_ 87 130 W 150 65 71 ; 8- 1_4 130 156_ 64 ! 77_ _96 128 1 130 156 40 _49 1 61 81 121_ 1 156 42 50 63 84 126 J� E 156 61 68 78 91 130 : 162_ 62 74 93 _124 1130 162 ! 39 47 58 78 117 ; 162 40 49 61 81 721 F- I E 162 58 i 66_ 75 87 I 130 : 168 60 71 1 89 119 1 130 168 38 45 56 75 113 168 39 47 59 78 117 N w _ -- —— 174 58 69 86 115 1 130 ! 174 ,....36 -__44_ _54 ..._73-_-109 174 38 I.45_ 56 _ 75 1 13. 0 H .63 72 84 ! 126 ---- - --1—_--- N 174 54 1 61 70 81 1 122 ; -180 _56_ 67_1__83_ 1.11 ' 130,; 180 ; 35 42 � 53 70 105 180 36 44 _55 73 109 p t - -? 186 54 65 81 108 130 I 186 34 41 51 68 102 186 35 42 153 70 106 1 Z i z = 180 52 59 67 79 118 1 - -- - ; ?S 186 151 57 65 76 114 1 _192 52 60 60 60 60 192 1 33 i 39 _49 60 60 192 34 41 51 60 _60 ° z 1----- 148 151___60_ 60 I 60 60 198 ' 32 1 38 48 60 60 r 198 33 40 50 60 60 ! ~ - '2 °M 6 0 49 55 63 60 60 - -- ! 0 N W. z ,_192__ -- - - -60-';---60-{ 204 49 59 60 160 60 204 i 31 37 46 60 60 1 204 32 39 48 60 60 m LL -o D 198 48 544 60_ _1 - 4 --1— -- -- r--- - Q _ z D L204_! 46_ 5-2 ' S9 60 . 60 210__1. 48 57 60 7 60 ; 60 210 + 30 36 45 1 60 60 210 _ 31 37 X47 60 60 co -- 51 __58 60_ 60 -216 1 46 56 60 60 ' 60�1 216 299 35 _ 44 1 58 60 216 30 36 46 60 60 0 I 216 44 49 56 --60_. 60 __222 45 54 60 ,_60.-1_60-! 2f 22-28.134 —43 57-! 60_ 222 30 35 44_ _59 60_ 222 — 228 44 53 60 60 60 228 33 1 42 55_ _60 228 29 _34 43 57 60 43 48 ! 55 60 60 _ __.. _1.. _.....__ `u - "-1 -- 234 1 43 51 60 60 60 ! 234 32 1 40 54 60 234 28 34 142 56 60 228 1 41 47 1 53 60 60 240 ! 42 50 60 60 160 I 240 ! - --32-1-S9--53--r, 60 42 0 33 1-41 55 60 234 40 45 52 60 60 240 39 ; 44 1 51 ! 59 60 .-Y4-6-T, 41 _49 _60 ; 60 i 60 1 246 31 ! 38 51 60 1 246 32 40 53 60 ! 1- C 246 -j7 . 43_I 49 58 60 I 252 T 40 48 60 f_60 60 ! ! 252_! - 30 38 50 60 ! 252 31 39 52 60 —� 258 r 39 47 58 60 60 258 T - 29 37 49 60 258 30 38 151 60 C 252 37 !42 148 156 60 ! - a 264 38 45 57 60 60 264 29 36 48 60 264 30 37 50 60 w o W f W 258 37 41 47 + 55 60 r 264 36 40 46 ! 54 60 270 ( 37 44 56 1 60 60 ! 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A 342 _ 31 _ 35 41 60 ` 348 29 35 i 43 58 60 348 - 36 54 348 28 38 56 A 348 31' 35 41 60 Il 354 28 34 42 57 60 i 354 t - 36 53 354 28 37 56 354_ i 30 34 40 60 360 33 1 42 56 60 360 - 35 53 360 - - 36 55 360 77 130 34 139 1 59 1 12 1 1 10 Y 8 1 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 GROUT FILLED BLOCK/CMU TABLES EF R4P EF l,eA�F� ._-.._ ' �5%16"ULTRACON._____ i I 1(4._TAPCON _- i ! STRAP BRACKET W/TWO j � STRAPBRACKET VJ/TWO I H I_.._..._.._...._L....._.... - -'-- 5 16"ULTRACON I 1/4"CRETE-FLEX or 1/4" :SCREEN' � SCREEN PCQLJ9 :ro GROUT FILLED BLOCK ! GROUT FILLED CELLS GROUT FILLED CELLS I ^� I� �t ^� !,SPANS; !SPANS ':SCREEN' = a _ UPTOLANCHOR_$PACING(INCHES)_. (in) ANCHOR SPACING INCHES SPANS! SCREEN `-- UP TO GROUT FILLED CELLS UP TO I- SPANS o 18 16 1 14 12_,_.10 ... 12 1.Q.......8._..'.__6_..x._4 (inl ANCHOR SPACING IINCHESI! UP TO `' - I (in) '.ANCHOR SPACING fINCHESJ 4 �q o .:'� ~_4B 130 130 i 130! 130 130 48 115 130 130 1 130 130 16 14 12 10 i 8 - `--" - 48 130 130 130 130 1130 : _ _____-T_8. 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F 7K8-., 117 130 1 130 108 1 78 93 116 108 1 78 93 1 lh� I_j6_ 108 11 1301 130 13c) -Tio i F 1-14 E:7:d:: 88 110 130 130 1 114 1 73 1 �3O 1--370 _T1 4 114 Jq_Q.'L.13() 110 7�H 110 1301 130 __L20 2 105 1 130 lidl i-120 70 84 105 130 130 120 70 1 84 1 130 130 f 120 70 ' 84 105 130 1 130 — 1 -6-1 YO _T3_0 -130 80 100 130 1 130 130 126 1 66 80 100 130 R R 1 6� 126 66 1_130T130 10, 126 6 100 130 130 10-0 127 130 132 64--76 9_51 127 1 132 63 76 95 127 130 132 76 32 •__63__ J_6 -T5-. 127 130 z 63 95 138__.;.-_61_.._.73130 91 121 130 1 138 1 61 73 9 1 121 130 - 91 122 1 .71. 1 138 I 61 73 91 121 1 130 144 58 1 70 i 88 J 117 ! 130 144 1 58 70 87 1116 130 I 144 1 5B 1 70 87 116 130 1 1 144 70 87 116 T3_0_ 1�� 150 56 1 67 150 0 6 67 64 1 !::5 i::T5 1 Ti-2 -i3-fl 0 Lu 150 1 56 67 84 12 130 11so _67 84.....1— 6 4 12 1 130 OT_,i� 01 156 54 ' 65 1 81 108 130 156 54 i 64 1 81 107 130 1 156 54 64 81 156 4 64 81 E _107A 130 E 103 130 1 162 1 52 62 162 52 • �3O i 162 -527 6- 78 162 1 52 62 78 03 7 1 62 1 8 1 104 1307 78 103-173-0 i 168 50 1 60 75 100 0 168 50 60 i 75 1 100 130 T30 168 60 75 100 1 168 1 50 60T75 100 130 _130 Z) w 0 97 130 8 72 174 [481 58 ; 8 E Ce 74 174 4 1 5 1 72 96 1 130 i 72 96 130 72 96 130 1-3-0-"; i_F8_0 -47 i 56 1 70 93 _130 1 180 47 56 70 93 30 7 180 47 56 i 70 93 —'F8—ol 47 F56 70 93 j I - 0 0 )30 1 8� 45 54 68 90 130 1 186 45 1 54- 68 90 130 186 1-45 9 68 1 90 130 z 192 60 1 60 60 192 �f4 52 1 60 60 60 192 1 44 1 52 60 60 1 60 1 192 44 53 60 60 1 60 44 5�2_ It < 0 198 42 51 60 60 1 60 198 42 60 1 198 42 511 60 6 !¢ z 51 0 1 1 60 0 R D 204 41 49 60 204 41 60 1 1 204 41 49 .60 60 60 1 2 < , - 1 1 04 1 41 i 49 1 60 1 60 1 60 0 D 210 40 48 60 �Q tF 60 Z: 40 1 48 1..60 1 60 60 210 40 48 60 60 210 48 60 F 60 F 9 1 47 216 39 47 58 60 60 216 39 8 1 60 60 1 2F1 6 9 47 M t5l) 216 47 5B 60 60 -. &F, 1 .1 : V) ffi -�2___ 38-T _45--_ 57 60 222 38 45 57 � 60 60 ! 1277 22222213845 57 60 60 45 1 57 LQ�.. _.,60._ 55 F28-—37 7_44 0 _T 55 60 60 60 -.60 J 228 1 37 1 44 55 6 07 44 55 60 60 u -go- 1 234 36 43 54 1 60 1 6 234 1 36 1 43 54 _6d 660 23T' 36 3 t 54 60 234 1 36 1 43 54 1 60 60 240 35 142 53 60 240 35 42 152 60 1 60 1i 240 35 1 42 52 16060 240 35 1 42 152 60 60 1 0 51 60 60 246 34 41 51 60 60 i 246 134 51 1 60 L 60 246 34 1 41 51 60 60 t; _T 1 40 so V) 2 40 1 SIT-6-0 6_0 1 40 50 1 60 1 60 C C 252 1 33 40 50 1 60 60 11 1 52 33 252 jA1_ 252 33 _LO 60 1 1 258 1 33 39 1 49 1 60 60 i 1 956 32 i 39 1 49 60 60 258 32 39 49 1 60 258 32 39 49 60 60 1 1 264 1 32 1 38 1--48_- 6 1 0 60 1 F26-4 _32_738_F 48 _60_-60-- IMA32 1 38 1 48 1 60 160 264 32 38 48 60 60 T, 270 1 60 1 i 270 60 60 270 31 1 37 1 47 270 31 37 L.47 4 �l 37 1 4 0 60 60 _37-L-47" - - in 276 i 36 37 46 1 60 6 1 276 60 60 276 . 30 36 1 46 60 f 60 1 276 30 36 1 46 60 60 H,619 282 1 0 36 !��Q 2 1 t 282 30 i 36 1 45 59 60 282 1 NO 36 1 45 59 60 282 30 36 45 59 60 288 1 29 35 44 1 58 60 1 _jE 8 288 1 35 1 44 1 58 60 60 58 60 288 1 29 35 1 44 58 294 28 34 43 57 1 60 14 294_..,1-_ 294 0 43 57 1 60 28 j 34 7 60 Z tx - 300 1 34 42 1 56 60 300 34 42 9 B 4" 536 6p B 30.0-.._28_14• =6 300 1 34 42 56 60 Zo u -8 306 - 33 1 41 55 1 60 306 i 33 41 55 60 306 33 41 55 60 1 306 1 33 1 41 sot 5 .- 1 1 1 312 32 40 54 60_ 312 32 40 54 60 312 T2 ZT - 312 32 40 54 60 32 40 53 60 32 0 53 60 L 318 1 32 40 53 60 318 i 32 40 53 60 318 1 1 324 1 31 r 3-9 1 52 60 324 1 31 39 52 60 324 60 324 3� 52 6 z W G1 31 1 39 52 0 1 30 38 51 _t�0_ 330 1 330 1 31 38 51 30 38 51 60 _�:�300 1 38 L_t 60 m 7 50 336 30 ]37 60 316 3 1 37 50 60 330 60 0 i M 1 336 30 50 60 336 30 3 37 60 342 1 342 342 29 37 49 60 342 1 29 37 49 60 29 A 348 29 36 48 60 F_Y4_8 V- _29- _36- _48—*_6_0, 348 1 29 6 48 60 348 29 1 36 48 60 A 60 354 21 35 47 60 28 1 35 47 60 _f 18 36 47 60 1 354 1 28 35 i7 _j 354 54 - 47 60 f 360 r ji� 7 4 i 360 35 ....... 35 47 , 60 -60- 1 27 12 11 10 9 8 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 JEFFREY C rpr H WOOD TABLES TWOF STRAP BRACKET W/_f_W0 _j ...... CH AN COMBO ANCHOR or LAG BOLT 13/8"COMBO 511STRAP 6"ULTRACON 1/4"CRETE-FLEX SCREEN Woll SCREEN WOOD 1 SCREEN! WOOD or 1/4'TAPCON 0974 SPANS (SYP with SG 0.55) I SPANS (SYP with SG-2t 0.55) SPANS (SYP with SG>_t 0.55) SCREEN'; WOOD UP TO UP TO UP TO SPACING INC ES SPANS (SYP with SG a 0.551 (in) 'HES)— (in) (in) I ANCHOR SPA 8 ANCHOR SPACING(IN INCHES UP _6NCHOR SPACING(INC, i8 16 1 14 1 12 TO 16 14 12 1 p is 1. 16 ! 12 � 10 8 :ANCHOR SPACING(INCHES) 10 6 3 48 130 16 14 1 12 1 NO- - 30- 1- _j --1-30- 1-30 -48 130 130 130 48 130 130 i 48 71�O 1 130 -T3-5 n) 24 130 3 130 130 130 S4 : 130! 3T, 1'3�0 84 110 26 130 Im nodi I 1. _1�0 j...L30_.i 60 112 I?A 1 120 1 130 110 60 G __j i 130 1 130 T 130 F 130 1301 130 130 5 60 99 1 13 130 4 130 1 130 130 130 130 i G 66 120 ! 130 130 66 i 130 1301 1 0 -WZj 115 ! 130 130 130 i 7_lF3_0 6 120 130 130 130 1 130 94 110 1 130 130 -9-3-T T-1— _lycFl_Tsd_ iyb-i 66 109 125 136 130 1 130 1 103 72 30 j 130 130i 83 78 86 T 97 i 111 121? —130-- 78 1 123 130 130 i 130 130 72 100 j 14 3-0 _T3 78 76 87 102 122 130 130 84 8-0 T 90-1 103 120 130 — 84 1 114 129 130 130 130 78 92 105 123 130 1 130 14 71 81 94 113 90 75 1 84,_-,l 96 112 130 90 1 107 120 i 130 r 130 130 84 86 98 114 130 130 go 66 �5 106 1 13 96 70 1 79 I 0 1 96 'I C5 0 _T3 96 j 100i 113 130 1 130 �Di 90 80 91 107 128 301 1 62 1 i 99 1 13 75 1 10P 58 102 66 1 74 1 85 99 130 94 1 106 130 1 130 130 96 86 1 100 120 1301 78 1 93 ! 130 _7 108 _T3_0'l F F 108 55 63 73 1 88 i 13_0 62 1 70 80 93 130 108 89 i 100 1301 130 130 102 71 81 !_5�4_ 113 114 52 i 60 69 1 83 130 114 597 66 76 1 88 1130 114 84 i 95 i 126 1 130 130 108 67 76 -13-0-1, U) ...... 89 107 120 50. 57 6-6 1 79 130 120 56 1 631 72 84 i 126 126 12-6 --�J 120 80 90 120 130 1 RF 14 63 72 84 101 1 60 69 80 i )20Iw 63 75 126 126 76 86 114 130 130 120 60 69 8- _120-1 U T 115 132 73 82 1 107 130 1301 iN 'Y7 65 76 91 ffl4'l Z 132 - 4�__l 51 60 72 1 120 _132 T_ 65 76 138 49 55 63 73 1 lu 138 ; 43 49 J 57 69 1 115 138 70 78 104 125 130: 132 55 62 73 87 109 144 1 47 53 60 41 -_47__.1_ 55 C6_7 11-0 �Qj _i_44F_C77, 7-5 TF00-7-1 2-0--T3-01. 138 52 60 -To— FT-104-1 1 V) 144 i0=5 150 1 45 50 58 67 1 101 150 64 72 i3o 144 50 57 67 - 100 750—: 80 E -__L50 40 45 53 63 106 156 ! 43 48 55 65 97 f .96 1 115 -, 38 44 51 - 55 64 77 96 156 61 102 1 156 62 i 69 92 1 111 _1�0�48 x E ........162 37 42 49 .... ............. 53 i 93 ]62 59 156 46 53 62 74 92 1 V) 47 -'-F- T_! 59 98 162 1 41 62 67 07 30 168 357-40-- 4-7 F _90 162 44 51 1 59 1 71 89 1 46 ; 55 "'"i-7 - 34 L74 39 3 so 58 87 - 4 91 �4_ 1 174 55 1 62 83 vy 1 124 T___6'6_1� re 39 180 1 37 2 48 56 1 84 ......AZ _..4y._j_.5.7 69 cl 180 33 1 38 44 .- i 180 53 ; 60 1 8 96 41 , 47 1 5�_ 1 6 53 8B 0 L_L2L I 186 36 41 1 46 54 - I z __IL4 186 32 36 43 i 81 1 1 186 52 58 1 77 93 1 116 180 40 1 46 4 _8l :2 192 35 39 1 45 1 53 60 1 6 192 31 1 35 41 1 50 192 50 56 i 75 90 1 11 12 1 6 77 ai < 0 60 38 4 60 _T loy 198 i 34 cy 198 1 30 34 40 48 1 198 48 55 73 87 1 192 38 i 43 50 1 60 1 60 < i7, z D 204 7 49 -67' 198 48 1 58 1 60 29 33 39 _T_Z0__ 0__ 1 3 11 AS 10 36 1 42 204 47 1 __ 8 L __�N4 5_11 210 1 32 36 1 41._.__L 60 46 7 51 1 69 I 210 28 32 1 38 45 1 60 210 82 103 204 35 1 40 47 1 56 1 60 216 0 V) ffi 216 __3 I___, 37 44 60 22 100 210 34 1 19 46 1 55 60 222 1 - • _g�2 30 34 39 i 4.5 i - 31 3T- 43 60 _�L9 78 33 _�2 --------- -Al 60 _3 228 -8 j 42 47 i 63 1 76 95 222 32 1 37 43_1_�_253 ' 6-0 W 728 0 7 3-5 42 7--60- _�9 j3_F 38 AS 1?2 22a 32 36 42 1 51 60 34 41 60 234 41 62 1 74 234 234 29 32 37 240 240 28 32 1 36_-.1_._42 1 60 24 40 72 90 234 31 35 41 49 60 j F_ a 1 60 28 33 40 60 246 3T_T_Y5l9 42 40 1 9 38 37 F J36 35 C 246 28 32 39 1 60 252 - JE 73 70 240 1 30 34 40 4B 60 V) 252 - 31 38 1 60 — 30 1 34 40 60 1 252 38 43 i 57 1 69 86 246 1 29 33 1 39 C 258 33 1 39 59 - --131- 6 uj 258 L 31 37 1 60 _ - I . 258 37 4Z_! 56 :7 84 1 262 i 29 33 264 1 30 36 1 60-1 264 __264 36 5 258 i 919 32 1 37 445 156 I 270 L8 go 1 32 3 56 R E 29 35 59 jI I 270 ! 7 270 36 40 i 53 1 64 80 1 264 1 - 31 i 36 44 1 55 — 276 7 55 .____ —1 �r 5 29 34 57 276 Al 78 i 270 1 36 3 53 67 282 31...__.'1 36 1 54 9 _ E_ 38 51 282 1g661 35 42 28 34 565354 7�1 276 3 42 1 2 0 288 33 55 288 30 35 1 53 288 38 1 50 1 282 29 34 41 1 51 i 0 R 34 1 51 1 — N4 d 294 1 1 32 54 1 294 294 1 33 37 49 288 29 3 50 :1 IS B i j__ 300 299 1 34 50 300 1 32 36 1 48 58 1 72 1 _33�1 B 300 32 53 ; 1 306 28 28 .33 39 49 1 U 306 31 _372-1 - 33 49 306 1 31 35 i 47 -56-T 7-1 1 1 300 - 32 3B 1 312 i - 1 32 48 312 1 11 1 46 312 SS I A9 38 147 30 51 1 3113 32 —48 -1 31- 47 1 312 31 37 46 318 50 324 z LI: 324 1 1 29 49 1 3: ci 330 46 01- 330 1 29 1 8 1 30 45 0 336- 1 28 1 4 336 i1 342 342 i - 4 29 44 146 1 348 29 43 4Y_ 1 354 28 43 A 16 - 42 ;L6!� I 1 1 44 28 12 11 10 9 6 S 4 3 2 1 12 11 10 9 8 % 6 5 4 3 2 1 JEFFREY C LAWAJ71h,r ALUMINUM & STEEL TABLES ALLOWABLE SAMMY BRAND; ;\e ��:/q�;,,, .TW BUILDEX SAMMY ""�,J,�%,' NS H _- 1/4"SAMMY i 14"TEKS i _ 1/4"TEKS I ? - 1/4"TEKS 1?74H f ;SCREEN 16 GA Steel ': SCREEN 1/8"Steel ISCREENi 1/4"Alum SCREEN 1/8"Alum E :c^ SPANS (A36) i SPANS (A36) SPANS; (MIN 6063-T5) I ;SPANS i (MIN 6063-TS) UP TO - IUP TO j UP TO i UP TO I - - °i'Y'', "Y�°"-"• (in) ANCHOR SPACING(INCHES) in ANCHOR SPACING INCHES (in) :ANCHOR SPACING INCHES (inl ANCHOR SPACING INCHES ' ' ) p d U of ( 12 10 8 6 4 I O I 114 12 10 B I 6 I 10 �� 14 12 10 8 6 ' �ORDa 48 1 123 _1301300 130!! 48 : 130 : 130 130 130 1130 48 130 130 130 I {•-r'��,,'' - 48 130 130 130 i 130 130 - r G 54 109 _130 130 1130 130 1 f 54 i 130 130 130 130 1 130 I 54 1 113 1 130 130 130 130 E -1 54 130 130 130 ! 130 130 --- rl I LI,a"' 60 198 r 1 18 1130 130 130 '- 60 130 : 130 130 130 130 60_ _l 02_ 122 130._ 130. 130_. ''' G - 60 130 130 1301 130 130 ---f----- -- �^ G 66 _! 89 107 130 1130 130 - --1------ 66 130 130 130 1301.130_ I_ _66 92 7 11 I 130 130 130 66 130 i 130 1130 i 130 1130 --_._ .. _ 72 182 i 98 123 1130 130 -- --- 72 1 130 ' 130 130 130 130 72 85 102 -127 130 130 r 72 ! 1301 130 ' 130 ; 130 i 130 1 ( 78 I 76 1 91 114 '_130 130 j -- �— - ! -78 __i 190 : 130 130 13 310 0 78__1 78 ! 94 117 130 130 1 ! 78 130 i 130 130 130 130 __.,1-1-._. 1 84 70 i 84 105 130 130 j --- --- �-------• L-84 130 i 130 130 _130 130 I 84 73 187 109 130 130 s.. - -- - 84 122 130 130) 130 130 90 ! 130! 130 130 130 130 I 90 68 ' 81 102 130 130 j y 90 66 ! 79 98 130 130 -90 11 14 130 130 1 130 130 96 62 I 74 92 123 130 -- j 96 ! 130E 130 130 130 130 96� 64 76 95 127 130 =` I------ -- -- 96 107 1 125 130 : 130 ! 130 1 r—, - 102 58 1 69 87 116 130 -- 102 130 . 130 130 —130 130 102 60 72 90 120 130 - ----55 -- 2 -- - 102 1 101 118 130 ! 130 ! 130 f— - ! ;- _108 __55 bb___82--__109 l 130 - —---F30-, 1130 1 130 130 130 130 108 ! 56 68 _ 85 113 130 - F 108 ! 95 1 1 1 130 i 130' --- _. _-._ _ _ s F 1 114 _52 62 78 ,.104.1-130_ -- �_ 114 -130 ; 130 _130 130__130 114 531-64 80 107 130 E'- 114 90 105 126 i 130 1130 1 --� - - 120 __49 _ 59'_74- 98!130 120 130 130 130 130 130 120 51 i 61 76 102 130 --j-- I 136 47 56 1 70 94 i 130 __120_ 86 100 150( 130! 130 126 126 i 130 130 130; 130 126 I 48 i 58 _ 73 97 130 I U I,a ---- - -------.------T- 126 : 82 95 1141 130 i 130: 13.2_...;_4b.._.54-..1.__67_ 89_.i_.130. 132 120; 130 130 130 130 1 132 i 46 i 55 69 z I f 132 7B 91 109 :_130 ! 130 ; ! 138 _43 51 r 64 86 i 128 - - - - - ' 138 i 115 130 130 130 130 1 138 44 1 53 88 130 - �x ( 138 75 87__ 104 130 1130! i 144 41 49 62 82 123 144 110 . 128 130 130 130 144 4 i 64 85 127 -- -- ~144 17 83 100 : 125 1 130 i - - w ---- 150 39-1 47 i 59 79 1181 - 150 1 106! 123 130 130 130 150 141 149 61 81 122 _ - 150 69 80 96 i 120; 130 E 156 .i 38 ! 45 1 57 76 111 156 i 102 i 118 130 130 _130 Liu 1 ) 47 59 _7g 117 _ -T----- 1 ' 156 166 77 92 115 . 130 i - If 0-' E 162 36 ! 44 155 73 109 ' 762 1 98 ! 114 130 13_0 130 162 198• 45 56 75 113 Ftu - r-- 1 162 1 63 74 89 1 I 1 1130 ! - - __ .... __._ -_ 168 35 1 42 53 1 70 105 , —-- 768. .; 94 : 110 _130__130__130 1681 :6 44 54-1-73- 109 V) 174 _34_' 41 ! 51, 68 1-102 1 ! 168 61 71 86 )07 ; 130 i 174 -91:106 127 -130 130 1 174 i 35 42 5 105 Q w $ -- I-- 1 174 159 69 83 103 i 130 1 0 180 33 t 3939 49 66 98 1 - 180 88 : 103 123 130 130 180 1 34 1 41 51 1 68 180 ! 57 _ 67 _ 80_:_l 00 1 130 --� 186 32 38 48 63 95 ! - - 186 1 85 199 119 _130 130 186 _I 33 ' 39 49 98 •, 4 f 186 35 65 77 97 1 129 : w F 192 31 37 46 60 60 ---. 192 1 60 60 60 60 _ 60 192 32 38 4 160 60 z -5 - 1 192 54 60 60 60 : 60 m Z 198 30 36 45 60 60 r F1 98 198 1 60 ' 60 60 60 60 198 I_31 37 60 60 i-- -- — 204 ' 50 59 60 60 ! 60 ! c O V a D .__204 . 29 35 _43 58 _60 I TO-6 --� 60 204 :_60 i 60 60 60 60 210 30 35_ 45 60 60 Q _ ` Z p 210 28 34 42 56 d0 -- - - 210 V 60 60 60 60 160 210 29 35 _44 58 60_ d ---I i 210 49 57 60 60 - 60 1 ---•.i 0 - _. .. .. _..._ .. _ _ _ _.216 ___- 33 t 41 55_)_ 60 —- -� 216 60 : 60 60 60 60 216 128 34 42 56 60 vl ffi 60 60 60 222 32 40 53.I 6Q -- - -- 222 60- 60__60 60 60 I _222 33 41 55 __60 F 222 46 54 60 60 60 228 31 39 52 1 60-,- - -- -- ---- 228 60 60 60 60 ! 60 228 - 32 1 40 53 60 1 - - 228 45 53 60 60 60 u 234 30 38 50 60 ------ -- -- -- _234 60 60 60 160 ! 60 1 234 31 39 52 60 i 1 234 ! 44 51 60 60 60 1 -�- 240_ 30 37 4, ! 60 i 240 _ 60 60 60-60 1 60 I 240 30 138 51 60 o - 240 1 43 50 60 . 60 ! 60 246 129 36_ 48 '6� 246 42 49 59 60 ! 60 ( I 246 ! 60 160 60 60 1 60 1 246 30 37 50 60 r` I 252 1 41 48 57 160 60 C 252 128 35 47 60 1 252 60 1 60 160__ 60 ; 60 1 252 29 36 48 60 C 258 ! 34 46 ? 60 258 1 40 47 56 60 ! 60 258 60 160 60 1 601 60 1 60 ) I__25g-,.._- 2g_I 35_. 47 _60 W Q= 264 34 45 i 60 264 i 0 60 60 i 60 60 264 35 _ 46 60_ '� 264 ! 39 45 55 ! 60 60 -1-9f.---6-0---j - - - o 270 I 1 33 44 1 60 —� �^270 1 60 1 60 60 270 - 34 45 ¢ = 5 276 i i 32 43 ! 60 270 38 44 53 60 60 ! ---"'T-'--"- -"'- - 276 37 43 52 ! 60 60 ; I 276 57 1 60 60 ! 60 60 j 276 i - 33 44 60 282_ _-_ _: 31_ 42- 60_ - I 282 ' 56 i 60 60 160 60 282 32 160 3 z a 288 31 41^ 60 _ 282__! 36 43 51 _!_60 60__j 288 ' 55 160 60 60 60 1 288 32 42 60 -288 1 36 42- 50 1 60 60 1 i j 294 30 40 60 294 1 54 60 60 1 60 60 294 31 r 41 60 3 8 -i-------T - 294 i 35 41 49 ! 60 i 60 J a 5 8 300 30 1 39 59 1 300 53 1 60 r 60 1 60 60 1 300 30 41 60 3 g 300 34 40 48 i 60 7 60 U 12 z m 306 29 1 39 58 306 ;--52-1 60 60 60 60 306 _ _- 1 _ 30 40 60 312- 28 1 38 i 57 1 306 34 39 47 59 1 60 I 312 51 159 60 1 60 60 312 'T - 29 39 59 E =z 318 , - - 37 56 312 33 38 46 ! 58 ': 60 ! 3'a i 50 58__1 60 _60 60_ 318 _-___ -_ 29_I 39 58-_ „;0 2 s 324 i - ! 36 55 318 1 32 1 38 45 : 57 1 60 I f-324 49 1 57 60 60 60 324 ! - - 28 1-38 56 z W 330 - 1 36 i 54 i 324 ? 32 37 44 : 56 60 i 330 48 56 1 60 160 60 330 -- 37 55 ° a -._..... ............._.._....,......_._.._.... 330 1 31 36 44 ! 55 60 1 p rn x 336 35 53 1 336 ! 47 55 ! 60 _60 _ 60 336 36 54 " -2-=--(-- -(..... .... '35 .L.52 1 336_.1_31 . 36 43 154 60 342 ! 30 35 42 1 53.1 60.1 342 146 54 160 60 60 342 - 36 53 A 348 i _I 34 151 - - - - -; 1 348 46 53 60 60 60 348 - - 35 53 �� A 354 = I - 33 1 30 349 30 34 41 i 52 'I 60 1 354 45 52 1 60 60 60 354 1 - 34 52 360 i - 1 33 1 49 360 129 133 40 i 50 I 0 1 1 360 44 51 60 60 60 360 34 51 12 1 1 10 9 8 / 6 S 4 3 2 1 12 II IU 9 8 / 6 5 4 3 2 1 JEFfR�PC,FRS 1,P.E. EARTH TABLE --- R/qH�''% H EARTH ANCHOR NOTES: 30"X 1/2"Shof f X 4'Helix 1)Use when soil conditions are visuolly identified to be loose to medium dense sand[Soil Class 4A) _ 2)Use when soil conditions are mechanically identified to be Soil Class 3. 60974 c SCREEN I SOIL CLASS 4A '_ • MEDIUM DENSE SAND 3)Use with Slobillier plates are used when soil conditions are visually Identified to be loose to medium dense sand (Soil Class 4A) ,,,,�•'�,�, cue Ps SPANS a)Soil Class 3:24-39 blow count device or 351-550 a torque probe _ g UP TO !ANCHOR SPACING(INCHES) b)Soil Class 4A: 10.23 blow count device or 276-350 a torque probe 0'•. - Eu() )in) I....24-t- 24 2-- ---------� n -- —13� �� 48 130 1 130 _i__ 130 i N Et�G G 54 130 1 130 130 tsar uesnsss�sG` 60 -...._I30- �_. 130 130 7Y 66 _ 127 130 130 72 117 1 130 130 5y in u 74 1 10 V 1 130 li l6 Y 84 ! 12929 _• 130_-, = 90 ; ,93 120._._!.-. 130 =; 96 _) 8fj 113 130 F 102 82 .___-106 __. 130 a 7z. F 108 --.._...---0 - --- 1_26 114. ,i- 74_„ , „95.. 120 70 90 -- ---120"I ,y 126 --67_-- 86 _---114 Z x 132 , 64 _ 82_i- 109 138 .._.61_..- 1 78 104 144 58 i....._75 T. .100 C/ _ 150 - 55 72 1 --q-67 LLJ E 156 ! 54 i 69 i 92 1 = E u 16 168 2` 52 67 1 89 W W r...._. vi • I 168 50 ^64_) 86 y )T174i 48 62 (( 83O pvi 180 47- -60 --I 80 i W 12 _ - - -1 45 58 77 Z _w tL f - I _ ._ z I 192 44 ....._.. 56._...._...60 1 ~ o o, ¢ CI I 198__ 42 _ 55 60_1 Q a 0 R ¢ Z D !- 204 41 53 60 m LL z D 210 40 51 I 60 3 216.__) .,39 _ 50 _ 1, 60__.' to L.-..__38 40 60..._... i= _ 228 37 _ --47 ! 60 u` 234 i 36 46 60 45 i_ 60 o 24634 ! _ 44 i 59 v1 C 252 1__- 33 43 ! 57 _ C 258 1 M33 1 42 56 - -- 264 32 1 41 1 55 ¢ a i`o W 270 31 1 40__i_ 53 p 276- o �eoo 282 30 38 51 w 3 a 5 288 29_ 38 50 _ m _ 294 29 37 49 B 300 28 36 _ 48 U D# B --- 306 _ 1 35 !47 x- --1 312 I _ 35 46 318 34 45 -� oo I I _ _324_-.....----_.__...--33 -— 44 s WNL 330 1 33_ 44 Q N 336—T- - _ 32 43 342 =_ 32 ! 42 A -- 348 - I ! 41 A _ 354 __31 ! 41 360 — 30_;! 40 I 12 11 IU 9 tl / 6 S 4 3 2 I