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HomeMy WebLinkAboutAPPROVED FL 11291.112121/2020 - M Florida Building Code Online BCTS Home log In User Registration d0pr 4- Product Approval USER: Public User Hot Topics Submit Surcharge Stats b Facts Publications Contact Us BLIS Site Map Lnks Search Product Approval Menu a Product or Aopkcation 5earch > BRolicatfon LJst > Application Detail FL # FL11291-R9 Application Type Revision Code Version 2020 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 33,366 (561)322-5325 dreames@geL5martcompanies.com Category Impact Protective Systems Subcategory operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professionat Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jeffrey C. Friant, P.E. Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Trevor Johnson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL11291 R9 COI FL11291 R9 Certificate of lndeoendence.Odf Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2003 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 httpsil www.fitwidabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs6WGOndlUHYkUNzMffBoNkRYUBuMrNTm8ishgNgeuLZQ%3d%3d 112 12/21/2020 Florida Building Code Online 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 R9 Eguiv FL11291 R9 Letter of Eoivalence.pX Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2020 Date Validated 10/22/2020 Date Pending FBC Approval 10/28/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Number or Name Description 11291.1 Storm Catcher Wind Abatement HVHZ & Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11291 R9 II Installation Instructions.pdf Approved for use outside HVHZ: Yes Verified By: Jeffrey C, Friant, RE, PE0060974 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +1301-130 Evaluation Reports Other: See Installation Instructions for additional limitations. FL11291 R9 AE Evaluation RQport•12df FL11291 R9 AE Fire Testing QV Letter.pff Created by Independent Third Party: Yes Back NexT contact Us 2601 Blair Stone Road, Tallahassee Ft 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employe, a,pXri ht 2007-2013 State of Florida.:: "Yacy_ �tatement :: Accessi t t m n !! "fund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall 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(L), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it 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 personaq address, please provide the Department with an email address which can be made avalle ble to the pu bile. To determine if you are a Been see under Chapter 455, FS., please click here . Product Approval Accepts: ®� G Credit Card Safe https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVxQwtDgs6WGOndIUHYkUNzMffBoNkRYU8uMrNTm8lshgNgeuLZQ%3d°%3d 2/2 12 II V FS 7 6 STORM CATCHER WIND ABATEMENT SCREEN SYSTEM "EQR USE_1N-51DE AND OU DE . VELQCITY HURRICAN-E_ZON STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY STORM CATCHER 5CRE EH COLOR BLACK WHRE DRAY ZONE BROWN Digitally signed by Jeffrey C. VLT-VISUAL LIGHT TRANSMITTANCE 0-2T M25 DA7 M14 R.09 Jeffrey C. Friant, P,E. VYT- ULTRAVIOLET LWHT TW4t,15MITTANCE 0,11 0-14 0-11 O-D5 0.07 5ST- SOLAR 5PECFR UM TRAN5M ITTANCE 0.13 030 0-36 O.1R 0.09 Frian#F P.EI 60974 AR • VISUAL LIGHT PEFLECTANCE U.01 0-55 0.26 0.44 0.12 SA - SOUR SPECTRUM REFLECTANCE 0.w 0.46 0.19 0.42 0.17 pate: 202D.10.19 n(�q 6 14GC- SOLAR HEAT GAIN COEFFICIENT 0.17 0.1S 0.17 0.17 0.14 097`} 1227:55-04'00I S{TGC REDUCTIoN 78% 67% 76% 7R% 811E SHGC PROPERTIES TESTED TO; NPRC 201 - 2010 U51NG INTERIM STAN ❑ARD TEST METHOD WITH CALORIMETRY HOT BOX METHODS AND UTILIZING CLEAR. INSULATED GLASS. OPTICAL PROPERTIES TESTED TO: F ASTM E 972 1 ASTM E 1084 1 ASHRAE 74 1 NFRC 202 TESTING BY: ARCHITECTURAL TESTING. INC., FRIES NO, CA WHAT IS SHGC? A SIMPLE WAY TO EXPLAIN SHGC 15 IN TERMS OF A RATIO: WHERE 1 IS THE MAXIMUM AMOUNT OF SOLAR HEAT GAIN THAT CAN COME THROUGH A WINDOW AND 015 THE LEAST AMOUNT. AN SHGC OF 0.25 THEN MEANS THAT 25% OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. WHAT is VLT9 E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT• VLT 15 EXPRESSED AS A NUMBER BETWEEN ❑ AND 1. THE HIGHER THE VT NUMBER, 1HE HIGHER THE POTENTIAL FOR DAYUG HTING. EVALUATI N BASED ON: REFER TO TABLES FENESTRATIONTESTING LABORATORY,INC- FOR ALLOWABLE LAB. MO- $441 LAB -ND- 7590 DESIGN PRESSURES PROJECT No- 15.5893 PROJECTNO. 13-4387 FILE No. 13-090 LAB No. 0440 LAB. No. 9695 PROJECT NO. 15-5892 PROJECT No- 17.7199 BUCKLE SPECIFICATIONS: LAB. NO- 7561 LAB, No. VEIN PROJECT No. M4387 PROJECT No. 17-7449, PATTERN: SPIKE TEETH GRIP FILE No. 13.890 WIDIHIDIAMETER: 2.5--1.0-IG' THICKNESS' D.O5LF' •1-D-D IO" C LAB. No. 602E LAB, 140, 7834 MATERIAL; ACEFAL PRO JECT NO- 09.1464 PROJECT NO- 17.7543 FILE NO. G9-665 LAB. NO- 9836 LAB. No. 9835 STRAP SPECIFICATIONS: PROJECT No. 1 7.7543 PROJECT No- 17-7449 PATTERN! X 100- 1000 LAB, No, 1141 LAB. No, 976S WIDTH/DIAMETER: 1-875-+1.0-063 PROJECT NO. 17-7199 PROJECT NO- 17-7449 THIC (NESS: 0.050'+1-0.01 D' 8 AVERAGE BREAK STRENGTH: 6000 LOS LAB. No. 9833 LAB, No. 9647 MATERIAL: POLYESTER PROJECT No- 17.75A3 PROJECTNo. 17-7T99 LAB, No- 10348 LAB, NO, IM47 PROJECTNo. 1&8274 PROJECT No. I6-8274 r-- SEWING. i esf Repoli No. 17326 T )38 POLYESTER THREAD {FOR ALL SPANS 4 i1- 13OPSFI PROJECT No- 20-2156 24{)DO640 PTFE THREAD IFOR SPANS UP TO 16' S 41• 1"SF) GENERIC OR EGILRVAL ENT: SEE STITCHING DETAILS ON SHEET 2. A HETI (HURRICANE ENGINEERING & TESTING, INC.) REPORT NO- 174301. 174302. 17-F303. 17-F3D4, & 17-PWS 12 11 10 9 a 7 d 5 4 3 GENERAL NOTES 1- THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED BJ ACCORDANCE wITH THE FLORIDA BUILDING CODE SEVENTH EDITION 12MJ AND 20IS INTERNATIONAL BUILDING CODE. FOR USE WRHIN ANO OUTSIDE THE HIGH VELOCIrY HURRICANE ZONE A ERASTM E33D, E 1996. E 1886. AND M-O TAS 201. 202- 203 TESTING STANDARDS- 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED W CONJUNCTION WJTH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL- 3. NO 33-113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd - 1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 4- POSITIVE AND NEGATIVE DESIGN PRESSURES CALC ULAIED FOR THE USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPER ATE ENGINEERING IN ACCORDANCE WIM THE GOVERNING CODE. PRESSURE REgNREMENTS SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 5. DESIGN PRESSURES NOTED HEREIN ARE BASER] ON MAXIMUM TESTED PRESSL RES DIVIDED BY A 1-5 SAFETY FACTOR. 6. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE INSTALLATION. FOR SITE CONDITIONS DIFFERENT FROM THE CONDTTONS D EFAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT- 7 THIS PRODUCT IS CLASSIFIED AS NON -POROUS, HAVING A POROSITY OF LESS THAN I0%- FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. SCREEN PANELS MUST COMPLEFELY COVER AN OPENING M ALL DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. 8 PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING 5TRUC TURE TO WSHSTAND SUPERIMPOSED LOADS, 9. MAXIMUM SPANS AND D851GN PRESSURES: 9.1 SLIDE TRACK AND STRAPIBLICKLE: I.)6FT SPAN a 13OPSF DESIGN PRESSURE AND s 16 - 26FT MAX- SPAN =60PSF DESIGN PRESSURE 9-2 ROLL DOWN TRACKS: 1-16FT SPAN = 130PSF DESIGN PRESSIJ RE AND> 16 - 34FT MAX, SPAN = 60PSF DESIGN PRESSURE 9.3 GROMMETS' 192" MAX- SPAN = 69PSF DESIGN PRESSURE 10. MAXIMUM ALLOWABLE DESIGN PRESSURE: SEE 9.1, 9.2, 8 9.3 ABOVE. 1 I. PANELS SHALL BE PERMANENTLY LABELED WITH MINMAUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING MINWWUR4 INFORMATION: STORM SMAkI INDUSTRIES. INC- 4,182 IDLEWILD STREET, FORT MYERS• FL• 33966 FL PRODUCT APPROVAL NO. FL 11291 OPENING NO- R 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. ALL SC KEENS ARE ALLOWABLE FOR TWO OPPOSRESIDEATTACHMENTS WITH NO DEFLECTION REQUIR EMENIS UNLESS INSTALLED IN THE HVHZ, ZONE 4. MIAMI•DADE REGIONS THEN DEFLECTION VALUES ARE ENFORCED. SEE DEFLECTION TABLE FOR SPEGFIC DEFLECTION VALUES. 13- EXCEPT AS EXPRESSLY PROVIDED HEREIN. NO ADDITIONAL CERTIFICA➢ONS OR AFFIRMA ONSAREINTENDED- 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6, U.N.O- HURRICANE BARRIER LAm,HI wOvEN BMKFT WEAVE DESIGN; ILACK- WHITE. BROWN MUL a TAN], 4T I 1 x 14N1 rvxY I1&19 4 w 11 MEC H ANICAL PROPERTIES TESFMEFHOD UNR TYPICAL 11111 VALVE MD C❑ GRAB TENSILE STRENGTH ASFM 04632 LOS SOO I S5D TRAPFICID FEAR STRENGTH ASFM D4533 CBS 2C117 250 MULLEN BURST ASNA DW66 PSI 750 PUNCTURE STRENGTH ASTM D41133 LB$ 2DO AIR FLOW ASTM D737 CFM 175 PERCENT OPEN AREA COE4)2215 % 5 UV RESISTANCE IQUVJ ASTM G154 ItIFTAiNED 70 PHYSICAL PROP ERTIES TEST METHOD UNIT TYPICAL VALUE WEIGHT ASTM D5261 DINGO 9.7 THICKNESS ASTM D5199 Nil 21 CONSTRUCTION EPIIPPI 60 X 63 FIBER CONTENI 1007. PP 2 AIM,C IEMN*--9. H L=tia FF� frI � mv) VJa F 5 4 3 2 U z T _ y LLJ E O O crl x Z � F- a a a a o Qo ° D 2 U � V O CI7 C. I A 12 H G F E 11 10 STITCHING - DETAILS SPAN DIRECTION - SCALE; N.T.5- A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED FOR SPAN OIRECTFON EDGES. DISTANCE BETWEEN ROWS OF STITCHING MAY VARY, STITCH PATTERNS DISPLAY REQUIRED NUMBER OF STITCH ROWS SHOWN, MINIMUM. 9 8 7 6 STANDARD ROLLING SCREEN HEM: 9— PVC C ORDING PANEL Nr Lw+ LUFr rAn 0 25U' o-.2so- 1250' 1 a.33T NYLON CORDING OR 7.SMM PVC CORDING NYLON LUFT TAPE STITCHING FABRIC 0.25" 0.25" 1-75, 5 4 3 APPROVED EDGES LASER CUT EDGE PANEL SPAN DIRECTION EDGE -NO HEM 2" PANEL HEM &FOLD wELn PANEL SPAN DIRECTION HEM- 2 ROWS OF ST17CHDMG 7' PANEL HEM BI•FOlD WELD T-PANEL 81-FOLD WI DOUBLE STITCHING 'NYLON CORDING OR 7.SMM PVC CORDSTRUCTURAL HEMS WG STRAP LOOP BUCK LE STRAP NYLON LOFT TAPE 3 1/7LOOP HEM FABRIC o.rsa' os75" D 7' WIDE 5 WEAWNG L LD. d 3 GR OMMET 115" 125" PANEL � srlrcHlNG I,SpD"__ I,SpO��r FABRIC B c,rrr•..ur- A 12 11 10 9 87 6 5 1.500- I,5w. PANEL STITCHING EAT BELT OOP 2" LOOP HEM F✓'RED STRAPILOOP Y'L PHEM PANEL PANEL ALTERNATE FIXED STRAPAOOP SECTIONAL DETAIL EiXED SlE,�.E/t OOP DETAIL 51KPCFIfPAL AR CH ENT FOR L P A STRUCTURAL ATTAC HHIENI FOR LOOP. (3) Rows S111i MNG a 9OI SmCH [3I ROWS STRCFIN_G a LOR STITCH IW- c STRAP. LOOP. O v PANEL SUCKLMTRAP OR s F a r a 3 117' STRAP HEM LUFi TAPE o a o 1z z z r C.] w Q 6 s o z 7' BI-FOLD OR EQUAL r a r STRUCTURAL ATTACHMENT FOR STRAP A BUCKLE- OR EQUAL 131 ROWS STITCHING MAN, A 5()X STII CH 9 EACH HEM Z � v p = Jeffrey C. Digitally signed by w Jeffrey C. Friant, Friant, P.E. P•E.60974 Date: 2020.1 O.19 �y 1 60974 12:28:34-04'00' e 3 2 1 12 H G F E O c a 3UL I E 10 9 8 7 6 5 4 3 2 ■ ■ D LE IPARALLEL ■ ■ ••■ DESIGN �i��i���i�i�ebi�L•Cii�l�itll���ii�Tll� �ii i��i tiii� �iLYi � i3+YiiII►i��i� ��L��i•�� tiYiia� �ii _.' �i�'����C�Ei�i i1C+�itl�ilIii �i�i�iV,MEMO ii iE�i`�t�3�iitfl� �i • �mr �� �xx�i�rir�■�►�a�s�r�® �■■�� �■■ �' ��iC®►��iL��E��.�...�.�.iII... It + 'C� iIl�i���iclelii�Chi►►r�i:3ii���iil�,i + i]fiil'l•��I■7�� f IL��':i�i�i■itCY_iE�it�� �� it fi�ilf=�iC+II�� ikLiEcZ+Fi�+T�Ei■�i�.�i1[+ii�-��iIPFill�IR'iiFa[■�iFIC+� iL�L•�����i�rc�iiF.r•.��i�iili��+�iXi�� il'L•�I•l�LE�i«�itiiiiFl�� �i�����Qr+y�l����S-� ��■�s��ii���is�r.�� ■�ii�� ��i ME M. tt��:r■Yi�i�il� +k�i�■iiII7+��I��S�I�� �aMMMM �TC� �I MAMMr. Mor,I=���� i�+xY����Ii�F����tilf��LII•� iiF��3itff���II�� � "iEi�iL��iR•T+� ��'F'©i"I•��CF'i���L�Ui • . iL+IiSliiiQ�I•�� �iFii��ili+iiY ■ i iL•k�� A I 12 11 H u S F Z i� Lu � � � E �a 0 y ❑ ¢ _ m LL r o � U c w cam.. ❑ o �oG2 w3 a ❑ o V C; _ 6 s by ❑ "' raw P.E A 9 609/4 12:28:55-04'00' 10 9 8 7 6 5 4 3 2 1 a CD n 6 �o O' V P (A O A 4 CD O a m V o- W Ill � N � DRWN�Rl DATE STORM SMART INDUSTRIES, INC. STORMS.D-F.1D/13/20 61821DLEW{LD STREET STORM � 1 FORT MYERS. FL S M A P T STORM SMART KM EXCEUS" RIGHTS A!Y] USAGE TO THIS ❑RAW'NG mD WITHOUT THE 12391 938-1 OOC1 EXPRESSED v AITt'EH E'ERM75SIQN Of STORM STORM CATCHER WNQ ABATEMENT SYSTEM FL 1 1291-R9 HVH2 b. srtcµLn e.r�rfeNcseE.ncEs E LOMW. -E uC — SEAART IS CANN DT LE EISED OT ANYONE f LSE NON-HVHL FL a n ❑ m r _ i ii i �iun �Cn�i ni Mil, i 11 11, NO 1111i` if ! fn . Y1 cz " u G. F E D C B A 12 11 10 9 8 7 6 5 4 3 2 1 TA B E 3 Span (inl - 40 MINIMUM SEPERATION FROM GLASS (inches) ADD V FOR MIAMI-❑ADE HVHZ DESIGN PRESSURE IPSFI 7 75 p0 11 120 3 1 3 4 7 4 3.0 3.1 3. .5 6 4 6 7 78 84 9 4 9 4. 1 3.1 1 3.6 4.2 4,7 3.3 3.9 4.5 l 4 4.1 4,7 4 3.5 4. 4.4 $ 3.6 .6 4.5 6. 7 5,6 6.6 39 4.9 ,9 7 9 .9 4 I513 6,2 ,4 4 4A 4.4 5 7.7 4A 4. 102 li)8 114 1 147 .6 6.4 6.2 6.1 6.3 6.9 6.8 7. .4 8,9 7.7 5.5 .3 7.9 9.4 10.4 9.1 1.1 1 11.9 1 1 105 11.6 12.7 126 132 38 7 7 • 8.7 .3 9.6 1 1 1 11.7 1 ,9 11,8 12,2 _ 11 4 7 i] 13.7 3. 4 47 14 1 15.3 1 1 1 .ti 16.1 6.6 150 T5G 16 9 9. 9.9 1Q.5 0.9 .3 1 .l 11 11.9 ] 1 1 , 113 13. 13.4 1 . I 5 i .3 14.HIA 15, 15 1 6. 17. 1 1 17. 18.2 18.7 17 180 _ 186 1 1 8 I0.1 10.5 1 113 11.1 1 1 .9 1. I2.1 i2.5 12.9 1 .9 1 ]3.7 13.5 4. 14.9 14 4.1 14. 14. 1 14.9 4 1 3 GLALNG 1 19,3 1 1 6.1 .I 1 19. 1 5 1 Q. .9 1 1 2 1 3 2 49 NOTE! INSTALLATIONS NOTE: INSTALLATIONS OUTSIDE OF THE HVHZ THAT OUTSKA OF THE HVHZ THAT ARE NOT WIND 20NE 4 OR ARE NOT WIND ZONE 4 OR ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES 00 NOT REGUIRE SEPARATION SCREEN N07 REQUIRE SEPARATION FROM GLAZING. FROM GLAZING. DEFLECTION MUST BE MEASURED AT PANEL DEFLECTION MUST BE MID -SPAN. SEE TABLE MEASURED AT PANEL ABOVE FOR MINIMUM MID -SPAN. SEE TABLE A80VE FOR MINIMUM SEPARATION FROM GLAZING. SEPARATION FROM GLAZING. SCREEN ❑EFLECTION DIAGRAM DEFLECTION DIAGRAM Jeffrey C. Digitally signed b Jeffrey C. Fri ant, P. . Friant, P.E. 60974 - -Date. 2 i 4,6 1 .6 210 1 16 73. 1 170 2 14.3 1 .4 16,5 17.6 228 14.9 6. 17.2 1 234 1 i 190 4 16.1 7 246 17.3 17. 19 1 4 25 17.3 18.6 .8 21.7 _ 258 � 9.2 21.7 274 1 4 19.1 21.1 1 23. i 76 19,8 1 ,1 2 .d 282 ,W 1 26 1 1 294 21 2 4 4 00 22. 23.6 6a 22,4 25.7 27.1 318 26. 7. 32 4 6 6.1 2 .2 330 6.8 29.4 2 7.d .5 342 .6 1 2 3 8, 9 354 29.3 32.6 3 0 .6 33. 366 .2 .9 5 72 378 1 34. 84 294 6 4.2 30,0 1. 4 402 3 31, 33 34.B 408 35.0 '5 A 60974 12:29:55-04'001 10 9 8 7 6 5 4 3 2 1 12 1 1 10 q 8 7 6 5 H G F 1 ILT-♦A AL UM. POP RIVETS FTT% GEAR PLATR OR ALITMINLIM HOOD BACK MOTOR BRACKET ROLL FORM .040"ALUM t ROLL-l!P SCREEN SINGLE PANEL - ELEVATION 6 TYROµ 5lNG1ESPAN UP TO 34'-W WSFAL ATrON• "j.S. D c B A TOP ENTRY SIDE GLADE u � SIDE RAR � n 7-R i K I111' ANGLE ATTAC NED - MSS? MA� � t AT 2CO-C. x. / V GEAR OR 118"m ALUM. POP RIv DRIVE CAP 111BULAR MOTOR G SFJ�,Q lomm vR �cmm r ;AC uAAlhll IAA Af3]( ['C7VFN. STYi FC5 •$CHE: N.i.S. �wr!FARING PLATE CSTANDARD OR V) IPl£R SUPPOADARIAME MOT UP TO I00 U5S SCREEN WEICRHT WITH;1!CAS' SIOF PLATE 131 SII a TAPCON OR r ywkOAU4TEKS(TYP} 131114-mxl-SM5 FOP ENFR1RIUMINUM NppD FRONT RAR. CLADROLL FORM.04D'ALUM. w 1 D a 7!r F[Rs 1FrP1SCREENVP TD 350 L65 SCREEN WEIGFrt Y4M:u BDTTOAI BAR 141 5116.0 TAPCONS OR Z j[C 114,01"SwTRACK GUIDE ❑ tv LIP_COMPONENTS AND END CAP ASSEMBLY DETAIL E pROU.-UF SCREEN ING1 ALLATION -N.TS. UPTO 200 LOS jCREEN WE3G1HT WITH; Vf W 4 3 2 1 H DROLL -UP SCREEN MULTIPLE UNIT - ELEVATION 6 APPROVED INTERMEDIATE MULEKIN REQUIRED FOR INSTALLATION. N.T.S. 12 11 10 4 8 f4] 5"'o TAMONLS OR D 'i p N IF4"m%1"SMs p O w 4 a!j4] _ > ❑ 2 M 0 N 2 a n m 4 6 ROLL•UP SCREENINSTALLAIIONS-N.i.S. D Z ICY IC 4 U j/ 0 � ALUMI .HiAHON IUUD-NOR BUILD -CUT Ex15TIN0 Muc WRE V] C * s O SEE RRACKEr FASIFMR SCHEPULE TNS 5EE BRACM7 FAnENER SCHEDULE THE SHEET FOR FA51NEQ SITE AND QUANITY SHEET FOR FµIEELER SUE AND QUANNIY in L.L = m ---------------- •------------------------------- U a 3 a W B ------------- ................ r = a S MOUNTING BRACKET MWMING BRACKET MOUF4TING BRACKET PEE DETAIL THIS SHEET} DETAIL THIS 5NEE11 SEE DETAIL THIS SHEET] (SEE a � MdUNTING_BRACKET INSTALLATION Jeffrey C. Digitally signed by 6 RDLL•OP scREEN-N.T.s. Jeffrey C. Friant, A Friant, P.E. P.E 60974 �0974 Date: 202D. 10, 19 12:33:25-04'00' 7 6 5 4 3 2 H F E c a 12 11 10 9 a 7 d 5 4 3 2 1 INSTALL n[E APPROPRIATE ANCHORS TO THE CIVEN N.wFa. RJOSTRAIF @ 2L-CC. (TTP.) HFAO ROX ANCHORS 7'Aia IA" INSTALLAPPROPRIATE ANCHORS I7rm SELF -TAPPING Jeffrey C. ARE NOT REQUIREDFOR 3TRLICTURAL SF)PPORT OF CONTINUOUS AS NEEDED TO PREVENF HOUSWG $w 7'FRGM EACH ENO $Y3AEM AND THEREFORE DO NOT FOLLOW THE ANCHOR AL UMNUW ANGLE FROM SAGGING" TUBE SUILiYOW HEADER AND $.l" O.C. [Tr% FABRIC ATTACHED PER Fria nt, ' TABLESCHEOULP. SEE SHEET 7 FOR TUBE OPTIONS A1Ah1)FACTURER'S ' Fi . 7'.2"xIJB"CONFWUOUS SPECIFICAHOHS P.E.60974 - .. • S ALUMWUMANCLE SUITABLE 5FI8111RATFS , Dlgitally Signed WCLUOE CONCRETE. 3 • V CONCRETE FR LEO CID. - by JE�LFCy C. GROUT FILLED BLOCK" INSTALL THE APFRO7RIAIE t O O frianE, P"E.66974 ALUMINUM. $FEEL" ANCHORS TO IHE pate: 2020.10.19 HOLLOW BLOC R" G"IN 5UB5TRAIE PER AND WOOD" 1233:49 -04'00' d I° IHE AHC'*R TABLES „ G FABRIC ATTACHED PER _ SE MANuFACIURERS _ H�161W i SICE VARIES WITH ROLL $ �- SPECIFICATIONS. DIAMETER" ROLLING MECHSNLSM SUITABLE SUBSTRATE MAY ALSO BE HIDDEN OR -•} - R+CLUDF CONCRETE. MOUJ FED IN SAVE OR SOFRT z I CONCRETE FILLED CMU. ! �„ GROUT FILLED BLOCK. R ALLMIN WA A IEEL. n HOLLOW BLOCK. y' + AND WOOD. U!f SIDE TRACK GUIDE LOCATION NOu$ING $RYryT/ F VARIES 1 ROLL DIAMESER. ROLLING MECHANIS u � MAY ALSO BE HIDDEN OR = SIDE TRACK GUIDE LOCATION MOUNTED INEAVE OR SOFFR y R04 LJ1P FABRIC OR SCREEN SIDE RAIL ATTACHED PER IJ j u t S' a ]" x I!B' ALUM, jCYPI APPROPRIATE ANCHOR FABLE. E ROLL -UP SCREEN VERTICAL Y(VARTIHG DEPTH} BURt>•OUT 114,0 Sk;wTAPPING FASTENED PER ANCHOR SCHEDULE OFFSET L/I SIDE RAIL ATIACHEE PER SMS 17i PER LEG OTTY) BUILD-M ANCHOR LOCATIONS 3-to ALLOW LL pp SUITABIf SUBS IRAIES APPROPPLATE ANCHOR AF R' ABLTOP L BOTTOM S1DE RAIL TO BE -OUNTED PER (HE N .a. INCLUDE CONCRETE, CONCRETE FILLED CMU"1R.fSHED ISfF Ti �OIiI ANCHOR S[FIECIDLE ❑ ❑ a T GROUT FILLED BLOCK, I BOATED BAR I BOTTOM _ 0 Z 3 v{ D, ALUMINUM. SFEEL, D BRACE I ROLL -UP SCREEN ME BAR HOLIOw BLOCK. AND wG00. --L � ---^^—__� SCREEN 11-1 -- BAR WITH OPIIONAi SEAL WSERi O f`AL 0 i x BOAFCm BAR SEAL INSTALL 1HE AMRDPRLATE ANCHORS TO THE TFir THICK ALUM" ANGLE SILL ' GIVEN SUBSTRATE PER THE ANCHOR FAST ES. jCPTIOHAL} ,p ❑ ' CONCRETE SHOWN. OIEER SUITABLE SUBSPRAIFS HECK ALUM. TUBE 11VO SE.&TAPFING ' •3 INCLUOE CONCREFE FILLED CAW, GROUP FILLCD BLOCK. BPl0C7U1 SILL. SEE SINS i 2r O.C. [AYPj • _ HOLLOW BLOCK" ALUMINUM, STER, AND WOOD. SHEETS FOR IUDE C " OPTIONS. 3.2,W' TIO P.tl i p ]ROLL -UP SOLAR/BUG SCREEN pJI p�� 7 BWLP-GIf1 OP N FVIt/fYJA n ROLL -UP SO[ARIBUG SCREEN � 7 xFs. s[cibHrTEw ] R.l.s. FFCnaN ul[w ❑,75p- 0198' 1"B85' f 1 3 L ELI III0.011T SIQF RA{T With SNAP IN C�,R � H,1,5. SL[I101 yLTw s.zsc assn- 0. T Is' v�y FwOwAEE ACCnf AWECW[e[D A..—ff CEIS CLOSE] q wBHSHFArvau off IPl wnH SNA►wcovER {ttPJ ��jr��,�����n�s ! ° 1 S!S F RSlIERAII J..SIIS yR]}I SNGLIT'LCQ3[E8 7 is. SFCDON UFPTv 7 Hls. iEGTIW UDw 12 11 10 9 8 2DDr 3.15Q' 0268" 9 7 H.0 MCMTI n_v 7 6 v1 7w, l I o.rar zlso 1 RIREauIES OONLY FCY ,Ow-o STSIVM. B6 OPiFDfNL FOlnHWALLT THE OhS SAIL B OPERATED SYSTEMS. 16 7 HT.T. 5[C'lOal vTFw 5 4 G O 0 �;oh � �=09 ENTRY GUIDE Wl 5 a p 4 ry O `^ m Lv sECFbn vtw s C W H Z OC Z S 3 12 11 SUITABLE SUBSTRATES INCLUDE CONCRETE, GROUT FILLED BLOCK - CONCRETE FILLED CMU, ALUMINUM, HOLLOW BLOCK, STEEL AND WOOD. H SEE INBIES FOR APPROPRIATE ANCHOR AND SPACING APPROVED SLOE RAIL PER DETAILS ON SHEET 7�� 16 9 8 7 6 5 4 3 2 SUIFA BILL SUBSTRATES NCWDE CONCREFE, GROUT FILLED BLOCK. SUITABLE SUBSTRATES INCLUDE CONCRETE, GROUT FILLED BLOCK, Jeffrey CONC REIE FILLED CMU, ALUMY+UM. HOLLOW BLOCK, STEEL AND WOOD. SCE TABLES FOR APPROPRIATE SEE FABLES FOR gPPRppRIATE_ - ANCHOR AND SPACING APPROVED SIT BUILD-pUT SIDE CONCRETE RILED CMU, ALUMINUM, HOLLOW BLOCK, STEEL AND WOOD. SEE TABLES FOR APPROPRIATE C. � r� � F I + L ANCHOR AND SPACING APPROVED 3147 BUILD -OUT SIDE RAIL PER DETAILS ON SHEET 7 ANCHOR AND SPACING APPROVED JlW MILD -OUT SIDE R RAIL PER DAArLS ON SHEET 7 RAIL PER DETAILS ON SHEET 7 .. N - a rfWAL NICE RNL IHSFnLLn11 oplgHlj- F 50r0 ACCESS HOLE (TTPj [OFFSET FROM DRR•FLEXI r 60974 0SUfFAOILESUBSTRATIESINCLUDE Digitally slgnec 6y Jeffrey C. Friant, R,E. 60974 Qat@: NCRETE. GROUT FILLED BLOCKNCRETE FILLED CMU. ALUMINUM. 2020.10.19 LOW BLOCK, STEEL AND WOOD. A, 12:34:10 -04'00 d 31l FL460y1 W M E R- TION SqRIl INS1ALLn1iON rDPnoN aJ • N.TS. �� Tar 8 MOUNT O SECTION 8 77i• IUlO-ODT 51DE RML NSTAU-hTION OFTK] 4) • N 1.S. Ilx-14 OR IL-F LEK 1FTPj —ISEE ANCHOR TABLES FOR SPACWGj ARPenvcn A.LUF I nN_ SEE ANCHOR TABLES TUBE OPTIONS FOR APPROPRIATE I r I" J. ANCHOR AND SPACING 3, Y S" . 4" C ,". 9.. O SEE TABLES FOR APPRgPRIniF • A ANCHOR ANDSPACRaG aVROUT MOUNT - SECTION HAFOfOPBON CT -N F,S I"x 7x 118" RETENTION ANGLE [FULL LENGTH OF SCREEN OPTIONAL) B -------------- REMOVABLE PASTENER ME RAIL 8 � Ila- IAORIL-FLEX ITYPJ SEE TAB LE5 FOR APPROPRIATE ISEE ANCHOR TABLE$eFOR ND SPACING FOR SPACING! FUN: oPilorn Al-WO%IONS s"xrx� 518" m ACCESS HOLE MPI rE ANCHOR AND SPACWG �6UILD-IN MOUNT - SECTION 8 SLOE RAC INSFAiLAWN (OPTION 5I-N1.S `K2"x 118" RETENTION ANGLE SIDE RAIL REMOVABLE FASTENER DRETENTION ANGLE - DETAIL �1RETENTION ANGLE - 5ECTiON L SDE RAILIW5TALAFION 1OMION 1I-RF.5. a RDE RAC INSFALl VON IOPFK ij"N.T,5. NOTE- THE RETENTION ANGLES ARE NOT REQUIRED WHERE THESUDE A SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE NJTI- +.1IAIIpTq FOR .ULIPLE UM N5T UAIPOW SHALL HAVE APPRO—L FOR 1LI6 TYPE OF SHHiTER STSFRN- II!-1 x OREL-FLEX 1TTPJ (SEE TABLES FOR SPACINGI r7"�MLILLION MOUNT - SECTION >! ROLLa1P mmN of rA.LL t*H rOPMON p -N .$- RLu r0 rl-107µ, F SIDERAIL A 1" x 1-I12' x 11E' RETENTION ANGLE T- x 1.112' x Vs, RETENTION ANGLE REMOVAM a FASTENER REMOVABLE FASTENER 111 RETENTION ANGLE -DETAIL RETENTION 46NGLE - SECTION K 71f?E RAIL R:SFAILATION IDPLFDN lj • N.T.S. B 30E RAIL NSTRUAiI'JN 1OPTIVNZ • N T.S. NOTE: THE RETENTION ANGLES ARE NO) REQUIRED WHERE THE SLIDE SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. 12 11 10 9 8 7 6 5 4 3 2 1 H A 12 H G F 11 10 9 S 7 6 5 4 3 2 I a SEE TABLES FOR APPROPRIATE .w.N F ANCHOR AND SPACING - SLIDE H TRACx 4° 0 SLIDE TRACK Il Q m 1"E I.It'l'K 119 RETENTION ANGLEe GT C' RETENTION ANGLE REMOVABLE FASTENER REMOVABLE � FASTENER _ ee IN ANQLE - DETAIL IOPTtONAL RETENTION ANGLE - SECTION (Opi"IONALI B! i 9 7 y SU TRAS:KINSTALLATIOH IDRTgN Ij • N.T.F. 9 SLIDE 1RAC5 MfMLAITON • N,TS. � n NOTE: NE RETENTION ANGLES ARE NOT A REOUVOT) WHERE THE SLIDESCREEN TRACK 2 � + F ENDS ARE AGAINST THE E%L-STING STRUCTURE. SEENOTE, 1 U z SCR E E14 S ING L E-PANEL - ELEVATIQN suDErancx z z R SOP • ED ATTACHWNI •VERRCAN OR HORION1AL INSrALLAPON •SCAME N r % I NOTE: FOR 4 SIDED ATTACHMENT THE SPAN iS IN vi E W 1ePK:AL 2 MW An ACHMlrN-vwucC OR HowtcmAL IN51AuA1I0N-rl.r1. THE SHORT OMENS ION RFWTEEN FASTENERS. LLl — D 5LOABLE SBBSFRATES NCLUDE CONCRETE, GROUT FILLED BLOCK. CONCRETE FIL{EO CMU, ALUMINUM, HOLLOW BLOCK. ST4 EL. AND WOOD. SEE TABLES FOR APPROPRIATE ANCHOR. SPACING, AND EDGE OLSTANCE.� c B Q� E V) w ,.. SLIDE TRACK RDIUSTABLE RETENTION SPRING RN PLUG.SEEI s NEOPRENE ADJUSTABLE PLUG WI BRASS FITTING STAINLESS STEEL SPRING PIN Df n a z 9 SiC1E TRACK klSIAW.nDN (DR11DN A-N! 5.SLIDE TRACK NVA"NON JwFUN M-N.1.5- ❑ S15'0 ACCESS HOLE ITLTI ~j a [J(} ANY MECHANICAL OR POSITIVE LOCKING (OFFSET FROM DMI FLEXI r14-I• DRR-FLE% [r"I VI L 7 E Al BE I15ED IN LIEU OF THE PLUG OR SPRING FIN SHOWN IN THIS DETAIL AT TOP OR I$EF ANCHOR SABLES BOTTOM TO HOLD PLASTIC FABRIC INSIDE TRACK- FOR SPACINGiI C.1 a � 0 o V N 114-14 ML-FL" PPI I!6'OR Ild-WALLTHICKNESS ISEE ANCHOR TABLES {SEE SLIDE TRACC MOUNT TABLES ON FOR SPACING] SHEET P FOR THICKNESS] 7 EASY SCREEN SINGLE PANEL - ELEVATION 9 T+'pK'w; �SIJiO AiIA CIr.LNT. V;RTI[AS pA Hg41IbNr,Al N3TAWTION N.i.S. Dig Itallysigned by Jeffrey D AI MOUNT SECTION L AJeffrey C. Fri ant, C-Friant, P,E-60974 Tc•+scKETRAt�MTALLA oWCOMONl[-N,F4. P.E.60974 Date2020.10.1912:34.38 -D.�A'00' 12 11 10 7 e 7 wu OPTIDN5 rr' �..r rai° 3"r3" • ANGLE OPTIDNS • • - ] . ' s • , SEE iASLE3 FOR APPROPRLATE ANC HOR. SPACING -AND EDGE DISSANCE. ' •. SIS 0 ACCESS HOLE (FYPI 9 BUlLD IN MOUNT - SECTION Y I110E IRA(R kuTAUAm" (on 0N 71- N.TS 6 5 " 2'. x 4• r'Kr u, N � `� rx4• 3�3 d a�aw 0 ac -SEE IABI,ES FOR RPPRDPRNTE w ANCHOR. 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E D G Blnlnaur x B l❑ K 3 �iTAiVDARD "h" TRAC K I I .16 ! 6 ALUMINUM-.4.T.5. 1 1 606346 ALLmNklm- N,T.5. I I 606344 ALUMINUM- N.T.S. 7 B TTOM BAR WIND BRACE II CMFB-ISOME1iBcY BOTTOM BAR WIND BRACE A NOTE: HE BOTTOM BAR BRACE IS RECOMEENOED FOR SCREENS OVER 16FTAND MAN DITORY FOR $GREENS OVER 30FT 12 11 10 9 8 I, ArKKUVLU F[)K Ur 1U 61JI SF MAXIMUM- 2. MUST BE INSTALLED IN SPAN DIRECTION- 3. SHALL NOT PENETRATE HEMS. 4 3 2 1 Jeffrey C. �� 1 Friant, P.E. H °vsr 60974 Digitally signed by Jeffrey C. 700° Frlant, P.E.60974 AI ❑ate: za2a.T o.T 9 LLI u o.9sr 12:35:25-04.00' G tt S D ANGLED TRACK- Q 11 d06.}id ALuwNUM - N.T$.(In 5 tl � g N F ZIPPER KEYNOTES ? A. l31 ROW5 5TIiChIING EACH SIDE OF 21PPER (THREAD; 136 DENIER POLYESTER!. W B. ANY SPRING CLIP WI M[NIMUM Qi E RATING OF 56 LBS- W -L, w C r WIDE SEAT BELT WEBBING W1M LOOP. = rc D- STRUCTURAL EDGE HEM. VARIES BY PANEL. SEE SHEET 1, C) ❑ E, 2" WIDE SEAT BELT WEBBING WI BOX STITCH. Z w a °� LL D w � C a o vY C W p [4 =' p a a e•'� a oa ' az- nm LL' r 0 �W L1DEIRACY-SLQLUEI.AIL l I A 11 yA43-16 ALLIMaVUl.1-N.t,S, 7 6 5 4 3 2 12 it 10 4 B 7 6 5 4 3 2 1 OP IIONAL FLAP I WHEN REQURED PER � GENERAL NOTE k71 GEN STRAP MACKEI WITH •. FK R FACE A0JUXIILE M II+•'OR S114' IAPC ON [IYPI STRAP TB7C IDDE ' H H ISEE FASTENER fA6LF1 FOR SPACRaGI LUFtE SVI1A&LE SUBSTRATES - OP60NAL FLAP CONCRETE, GROIII FILLW BLOCK, PLFEP rD FAsrEN To D• rD ]D' I" EN REOu1RED PER CONCRETE FILLER CMII, HOLLOW &LOCK 1 FOR P P N� y. .. a GENERAL NDfE 071 ALVNNNLIAS, SiEEI. RNO WOOD. •• AK J• - " Ft I E RIOR FnCE s. F .. 14•MA%.GAP_ ' NOTE' ]AN 6E ATTACHED •7' TO 30' • • •' '• X G TO EXIERIOROR NTIRICIR FACE - r • _ f f �iI ! '„ G y Fi%Fb DR RDIiISTRBIE STRAP � W • • •• ' • STRAP 6RACKET WISH .. .. 114" OR 5116• TAPCON 7 121 IIYPI ISEE FASTENER TABLES FOR SPACINGI - 1TSIDE MOUNT - SECTIQN S ATTA[fMEWFORIQ[*-N.T-S.: sJ 11RAP BRACKEF NAALLATION IOPnaN I] • NJ& �11nIRF MOUNT SECTION 131 Rows SMCH G A, 801 5111C11 ' - F F,,,,1� DETAIL - +R � 4R_� F 17 STRAP 6RACKEI M1 ALLAMl 4i IO►rK)N?I - N : S V! ^ ONIONAL FLAP PLL— �f&w Di IAIL [WHEN RFQUWRkO PER I17 A 30" EARTH ANCHOR r } 6 GENERAL NOTE AP 7) FIXED OR W/ WELDED CENTEP EYE EYE PVC;TYPI F%iFRIUR FACE ADJ115TAIILE THREADED"IRI1F CO14C.'ORHt L E D C: 'IV ! A. x C SCH, 40 LV11 D Z > STRAP LAG EYE BOLE IN WOOD ITYP1 x ISEE FASTENER TA61ES FOR SPAC INK] O OPFjONAI FLAP IIII _ I�I�^I-I--LLI III- w 9•1030• Iw1rr N REOWIER PER III=1 i J�IE.-III—I 11--. :.f N'RAt NOTE 171 III - 11-I I I 11• 161 I -I I I m E i RM, E 11iFRIDR FACE , <" AM% -GAP III— III—! 11=III I— I J N s y D•To�• IIII=! II-III-11 =1IEdIinI -1lf—i z TT NOTE CAN Be ATEACFIED s f .. I II - _ �I I f=13 — a W�p ~m 2 TO E7LTETdGR OR F1%EO OR AD1LISiABLE STRAP • • --I I I1-I I -I D `•'� Q INTERIOR FACE • • HAICN&VD rHREAOED INSERT M CONK- DR IILSER CMII _ - III 11= i ! { -i�f n Q m Q LAG EYE BOLT N WOOD ItYP) - —_=I ! !=III= i I=I ! !� _ — a i '�• ISEE FASTENER fAkFS FOR SPACING} �1 MOUNT - SECTION y - (D�11NSlDE IE fIXT NYTA AT1Dm tDPT*N 41-NT5 _ IS EARSN ANCHOR W5TAUATION-NT-5 YC 13 EYEIIXTINSrAW111dN [OPRDN ]j -N.iS PLAN HEw OE'1AR SOII CLASS "AkDYIM DENSE SANG D PLAN VIEW DEIAI G POURED CONCRETE MIN 3 KSi GROUT FILLED CELLS HOLLOW BLOCK WOOD M*1 S.G. ?.551 CONCRETE FILLED & REINFOR ANCHOR MIN. EDGE FAIN. EMS- MIN- EDGE MIN EMB. MIN- EDGE MIN EMS MIN. EDGE MIN. EMB. MIN EDGE MIN, EMS, 1, 4"TAPCDN -3 4- 314. )-3[4' N A NIA 1 <" DROP IN 1- A N A NIA NIA N A A 3 S DROP IN { d• 1• 1-91Id• N A A A NIA N A A 17' DROP IN - T 2' A N A A N A 8 1 I.0 CRETEfI EX 01 7 T- - � IN A NIA ' 5114" 1Nlrncon 13515,30 3• T 2-Irr 2-111" 34hr 1 • Id 3 1" 7' d-' S. ' 318" LDT 2-I 1 N A N A N NIA " 3 'EPa%YANCHORS• 0 34jr i !' 12, 3,31e A NIA 3 rHULLONr SET +i 1.1 NIA NIA 4" 1• N A NIA NIA NIA Combo Amho, ILAGI N A N A NIA NIA N4A�" 2-117' pA Combo An t+iw ILAGI tVA N A A N/A N A N I' 2-1 7 N A A I .r PAJJFSAL41'EI S I• f 3.1 1-1/7, 3• I" 1 4" A w 1 4' PANESINAEE FEMALE -11 ! 2.11i I-1 d' 2-I 2" I" T A A I CPANE:I.A475EE MATE Y -1 2" 1-I , 2•I 2" I" A A V7 C d 21 p 1 u j2�, S>=o B [ A-PANELMATE TVAS & 1-1 T 2-1/7 31" 7 A A ✓i �effre [ Digitally signed �1 '^ r A 118" Alum 1 /4" Aluminum 16 GA Steel WC7Ob NUN S.G. ANCHOR MIN. EDGE FAIN. EMS. MIN. EDGE MIN. EMS. M1N- EDGE MIN- EMB. MIN. EDGE MIN. EMB. 114SAMMT T 3 1hreOds 7' 3 tNeods 7' 3 ltreods 31; 1.31r 114" TEES 7' 3 Ihredds 7' 3 threads 7' 3 IMeods •ABowalf s fi o" bFmds L TVPIH- y I by Jeffrey C. 1IPo...rnm Friant, P.E. Friarlt, P,E.60974 A 21 BW SOdHBOd" 6oa74 Date: 2020.10.19 12:36:38 -04 00 12 11 10 9 8 7 6 5 4 3 2 12 11 10 CONCRETE TABLES H G F E C 8 A rop n SCREEN SPANS UP TO 11n1 POURED CONCRETE {MIN 3KSIj ANCHOR SPACING INCHES 24 20 16 12 10 48 130 130 130 130 130 54 130 130 130 130 130 60 130 i30 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 76 i30 130 130 130 130 84 130 130 130 130 130 90 130 130 130 130 130 96 130 130 130 130 130 102 i30 130 130 130 130 10S 130 130 130 130 13D T14 126 130 130 130 130 120 120 130 130 130 130 226 lld i30 130 130 130 132 109 130 130 130 130 138 104 1 125 130 330 130 144 14D 120 130 130 130 150 96 I15 130 134 130 156 92 111 130 130 1 130 162 89 107 130 130 130 168 86 103 129 130 130 174 83 99 124 130 130 180 84 96 120 130 130 T86 77 93 116 130 130 192 60 60 60 60 60 198 60 60 60 60 60 204 60 60 60 60 60 210 60 60 60 60 60 216 60 60 60 60 60 222 d4 60 60 60 60 228 60 60 60 60 60 234 60 60 60 60 60 240 60 60 60 60 60 246 59 60 60 60 60 252 57 1 60 60 66 60 258 56 1 60 60 60 60 264 55 1 60 60 60 60 270 53 60 60 60 J 60 276 52 60 60 60 6D 282 51 60 60 60 1 60 288 50 60 60 60 1 60 294 49 59 60 60 60 300 48 58 60 60 60 306 47 56 60 60 60 312 46 55 60 60 60 318 45 54 60 60 64 324 44 53 60 60 60 330 44 52 60 60 60 336 43 51 1 60 1 60 60 342 42 51 60 60 60 348 41 50 64 60 60 354 41 49 60 1 60 60 360 40 48 60 60 b4 9 e 7 Forum—, in SCREEN SPANS UP TO (In1 POURED CONCRETE (MIN 3KSIj ANCHOR SPACING INCHES 18 16 14 1 12 1 10 48 130 130 130 1 130 1 136 54 130 130 130 1 130 1 130 60 130 130 130 1 130 130 66 130 130 130 1 130 130 72 130 130 130 130 130 78 130 130 130 130 130 84 130 130 130 130 130 90 130 130 130 13D 130 96 130 130 130 1367 130 102 124 130 130 130 130 108 1i7 130 1 130 130 130 114 111 i 125 1 130 1130 130 120 105 119 130 130 13D 126 jOO 113 129 130 130 132 96 1 108 123 130 130 138 92 103 118 130 130 144 68 99 113 130 130 150 84 95 108 126 130 156 81 91 104 122 130 162 78 88 100 117 130 168 75 85 97 113 130 174 73 82 93 109 130 100 70 79 90 105 130 106 68 76 87 102 130 192 60 74 60 60 60 198 60 72 60 60 60 204 60 1 70 60 60 60 210 60 68 60 60 60 216 59 66 60 60 60 222 57 64 60 60 60 228 55 62 60 60 60 234 54 dI 60 60 60 240 53 59 1 60 1 60 60 246 51 58 60 1 60 60 252 50 56 60 60 60 258 49 55 60 60 60 264 48 54 60 60 1 60 270 47 53 60 60 1 60 276 46 52 59 60 60 282 45 50 58 60 60 288 44 49 56 60 60 294 43 48 55 60 60 300 42 47 54 60 60 306 41 46 53 d0 60 312 41 46 52 60 60 318 40 45 TF 60 60 324 39 44 50 59 60 330 38 43 49 57 60 336 38 1 42 48 56 60 342 37 42 1 48 55 60 348 36 41 1 47 54 60 354 36 40 1 46 54 7601 360 35 40 1 45 53 60 6 5 Jeffrey rey Digitally signed by Jeffrey C. C. Friant,Friant,P.E. P.E. 60974 ❑ate- 2020.10.19 6u 974 1237:46-04'00' 12 ii i0 9 8 7 6 5 4 3 IR'Drop In SCREEN SPANS UP TO (in) POURED CONCRETE (MIN 3KSI) ANCHOR SPACING INCHES 12 10 8 1 6 1 4 48 130 130 130 1 130 1 130 54 130 130 130 1 130 1 130 60 130 130 134 1 130 1 130 66 130 130 130 130 1 130 72 130 130 130 130 130 78 120 130 130 130 130 84 111 13D 13D 130 130 90 104 125 130 130 130 96 98 117 130 130 130 102 92 110 130 130 130 108 87 104 T 134 130 130 114 82 99 123 130 130 120 78 9A 117 130 130 126 74 El 111 130 130 132 71 85 106 130 130 138 68 81 102 i3Q t30 144 65 76 98 130 130 150 62 75 94 125 130 156 60 72 90 120 130 162 58 69 87 116 130 168 56 67 84 111 130 174 54 65 81 1 108 130 180 52 62 78 1 104 130 186 50 60 75 1 101 130 192 49 59 60 60 60 198 47 57 60 60 60 264 46 55 60 60 60 210 45 53 60 60 60 216 43 52 60 60 60 222 1 42 51 60 60k60 228 41 49 60 60 234 40 48 60 60 240 39 47 59 60 246 38 46 57 60 252 37 45 56 60 258 6 44 54 60264 35 43 53 60 270 35 42 52 60 60 276 34 41 51 60 60 282 33 40 50 60 60 288 33 39 49 60 60 294 32 38 1 48 60 60 360 31 37 47 60 60 306 31 37 46 60 60 312 30 36 45 60 60 318 29 35 44 59 60 324 29 35 43 58 60 330 28 34 43 57 60 336 - 33 42 5d 60 342 33 4] 55 60 348 - 32 40 54 60 354 32 40 53 64 360 31 39 52 64 4 3 2 1 H U - � r� V 9FN S G /:t►ij uE r1sy F u Z cri w n IJ1 w E T 0 N LL C Z W a Q ° 0co m � a W � 4 V 0 � � o C o 0 �3 4 o g 3x � O ci 6os g w 3 H MH — 14 A 2 i 12 11 10 CONCRETE TABLES H G F E C e A 318" THREADED ROD 8, EPDXY SCREEN SPANS POURED CONCRETE (MIN 3000 PSI) UP TO (in) ANCHOR SPACING (INCHES) 24 22 20 18 12 6 48 130 1 130 130 130 130 130 54 130 I 130 130 130 130 60 130 130 130 130 130 130 66 T30 130 130 130 130 130 72 130 130 130 130 130 130 78 130 130 130 130 130 130 84 130 130 130 130 130 130 90 130 130 130 130 130 130 96 125 130 130 130 130 130 102 118 128 130 130 130 130 108 111 121 130 130 130 130 114 i05 115 126 130 130 130 120 100 109 120 130 130 130 126 95 T04 114 127 130 130 T32 91 99 109 121 130 130 138 87 95 104 116 1 130 130 144 83 91 100 111 130 T30 150 80 87 96 107 130 130 156 _ 77 84 92 103 130 130 162 74 81 89 99 130 130 168 71 78 86 95 130 130 T74 69 75 83 92 i3 130 180 67 73 80 89 130 130 186 65 70 77 86 129 129 192 60 60 60 60 60 60 198 60 60 60 60 60 60 204 59 60 60 60 60 60 210 57 60 60 60 60 60 216 56 60 60 60 60 60 222 54 59 60 60 60 d0 228 53 57 60 60 60 60 234 51 56 60 60 60 60 240 50 55 11 60 60 60 60 12 11 10 9 8 318" THREADED ROD & EPDXY SCREEN SPANS POURED CONCRETE (WHIN 3000 PSI) UP TO lin) ANCHOR SPACING (INCHES) 24 22 20 18 12 6 240 50 55 60 66 ba 60 246 49 53 59 60 60 60 252 48 52 57 60 60 60 258 47 51 56 60 60 60 264 45 50 55 60 60 60 270 44 48 53 59 60 60 276 43 47 52 58 60 60 282 43 46 51 57 60 60 288 42 45 50 56 60 60 294 41 45 49 54 60 60 300 40 44 48 53 60 h0 306 39 43 47 52 60 60 312 38 42 46 51 60 60 318 38 41 45 50 60 60 324 37 40 44 49 60 60 330 36 40 44 48 60 60 336 36 39 43 48 60 60 342 35 38 42 47 60 60 348 34 38 41 46 60 60 354 34 37 41 45 60 60 360 33 36 40 44 60 60 366 33 36 39 44 60 6 372 32 35 39 43 60 60 378 32 35 38 42 60 60 384 31 34 38 42 60 60 390 11 34 37 41 60 60 396 30 33 36 AO 60 60 402 0 33 36 40 60 60 408 29 32 35 39 59 60 9 8 7 6 5 3/8" LDT ANCHOR FssPZN POURED CONCRETE (WHIN 3000 PSI) UP TO ANCHOR SPACING [INCHES) 18 16 14 12 10 6 48 130 130 130 130 130 130 54 130 130 130 130 130 130 60 130 130 130 130 130 130 66 130 130 130 130 130 13 72 130 130 130 130 130 130 78 130 130 130 130 130 130 84 130 136 130 130 130 130 90 130 130 130 130 130 130 96 130 130 130 130 130 130 102 125 130 130 130 130 130 108 119 130 130 130 130 130 114 112 126 130 130 130 130 120 107 120 130 130 130 130 126 102 114 130 130 130 130 132 97 109 125 130 130 130 138 93 104 119 130 130 130 144 89 100 114 130 130 130 150 85 96 110 128 130 130 756 82 92 105 123 130 130 162 79 89 102 119 130 13 168 76 86 98 114 130 130 174 74 83 95 110 130 130 180 71 80 91 107 128 130 186 69 77 88 103 1 124 130 192 60 60 60 60 1 60 60 198 60 60 60 60 60 60 204 60 60 60 60 60 60 210 60 60 60 60 60 6 216 59 60 60 60 60 60 222 58 60 60 60 60 60 228 56 60 60 60 60 60 234 75 60 60 60 60 60 240 53 60 60 60 60 60 7 6 5 4 3 2 1 unnc�wn...i- 318" LDT ANCHOR SCREEN SPANS POURED CONCRETE (MIN 3000 PSI) UP TO (in) ANCHOR SPACING (INCHES) TO 16 14 12 10 6 240 53 60 60 60 60 60 246 52 59 60 60 60 60 252 51 57 60 60 60 60 258 50 56 60 60 60 60 264 48 55 60 60 60 60 270 47 53 60 60 60 60 276 46 52 60 60 60 60 282 45 51 58 60 60 60 288 44 50 57 60 60 60 294 44 49 56 60 60 60 300 43 48 55 60 60 60 306 42 47 54 60 60 60 3 22 41 46 53 60 60 60 318 40 45 52 60 60 60 324 40 44 51 59 60 60 330 39 44 50 58 60 60 336 36 43 49 57 60 60 342 37 42 48 56 60 60 348 37 41 47 55 60 60 354 36 41 46 54 60 60 360 36 40 46 53 60 60 366 35 39 45 52 60 60 372 34 39 44 52 60 60 378 34 38 44 51 60 60 384 33 38 43 50 60 60 390 33 37 42 49 59 60 396 32 36 42 48 58 60 402 32 36 41 48 57 60 408 3] 35 40 47 56 60 H w o V C Lu c o 0 L 4 5 0 Z mow Qa © Jeffrey C. Digitally signed by Jeffrey C. Eriant, P.E. Friant, P.E. 60974 A 1 60974 Date:2020.10.19 5 12.38:08-04'00' 4 3 2 1 12 11 10 CONCRETE TABLES H G F E D C 8 A 3 LL W SET IS SCREEN SPANS UP TO (in} POURED CONCRETE & GROUT FILLED (MIN 3000 PSI) ANCHOR SPACING INCHES 18 1 16 14 1 12 10 48 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 84 130 130 130 130 130 90 124 130 130 1 130 130 96 117 130 130 130 130 102 110 124 130 T30 130 108 104 117 130 130 130 114 98 111 126 130 130 120 93 105 120 130 130 126 89 100 114 130 T30 132 85 95 109 127 130 138 81 91 104 1 122 130 144 78 88 100 117 - 130 ISO 75 64 96 112 130 156 72 81 92 108 129 162 69 78 89 104 124 168 67 75 86 100 120 174 64 72 83 97 T16 180 62 70 80 93 112 186 60 68 1 77 90 108 192 58 60 1 60 60 60 19$ 57 60 1 60 60 60 204 55 60 60 60 60 210 53 60 60 60 60 216 52 58 60 60 60 222 50 57 60 60 60 228 49 55 60 60 60 234 48 54 60 60 60 240 47 53 60 60 60 246 46 51 59 60 60 252 44 50 57 60 60 258 43 49 56 60 60 264 42 48 55 60 60 270 41 47 53 60 60 276 41 46 52 60 60 282 40 45 51 60 1 60 288 39 44 50 58 60 294 35 43 49 57 60 300 37 42 48 56 60 306 37 41 47 55 60 312 36 40 46 54 60 318 35 40 45 53 60 324 35 39 44 52 60 330 34 38 44 51 60 336 33 38 43 50 60 342 33 37 42 49 59 348 32 36 41 48 58 354 32 36 41 47 57 360 31 35 40 47 5 9 8 7 6 318" WEDGE ANCHOR SCREEN SPANS POURED CONCRETE (MIN 3000 PSI) UP TO (in) ANCHOR SPACING (INCHES) 18 16 14 12 10 1 6 48 1 130 130 130 130 1 130 54 130 130 130 130 130 130 60 130 130 130 130 130 130 66 130 130 130 130 130 130 72 130 130 130 130 T30 130 78 123 130 130 130 130 130 84 114 1 129 130 130 130 130 90 107 1 ] 0 13D 130 130 130 96 VQQ 113 129 1 130 130 130 102 94 106 121 1 130 130 1 130 108 89 100 114 130 130 1 130 114 84 95 108 126 130 130 120 80 90 103 120 130 130 126 76 86 98 114 130 130 132 73 82 94 109 -T3T 136 138 70 78 89 104 125 130 144 67 75 86 100 120 130 150 64 72 82 96 115 130 156 62 69 79 92 111 130 162 59 67 76 89 107 130 148 57 64 73 86 103 T30 174 55 62 71 83 99 130 1B0 53 60 69 80 6 130 166 52 58 66 77 93 (30 192 50 56 60 60 60 60 190 48 55 60 60 60 60 204 47 53 60 60 60 60 210 46 51 59 60 60 60 216 44 50 57 60 60 222 43 49 56 60 60 228 42 47 54 60 60 160 234 41 45 53 60 60 240 40 44 5} 60 60 8 7 6 5 4 3 2 1 318" WEDGE ANCHOR SCREEN SPANS POURED CONCRETE (MIN 3000 PSI) UP TO (in) ANCHOR SPACING (INCHES) 16 16 14 12 10 1 6 240 40 44 51 60 60 60 246 40 44 51 252 40 44 51 60 258 40 44 51 60 60 f6O6O 264 40 44 5T 60 27D 40 44 1 60 276 40 44 51 60 282 40 44 1 60 288 40 44 5 _ 294 40 4-0 51 60 60 60 300 40 44 51 60 60 60 306 4-4 51 60 60 6n 312 40 44 51 60 60 60 31B 4 44 51 324 40 44 51 60 60 60 330 40 44 1 60 60 60 336 40 44 51 60 60 60 342 40 44 51 60 60 60 348 28 31 35 41 50 60 3S4 - 360 30 34 39 48 60 366 30 34 9 d7 b0 372 29 33 38 46 6 378 29 33 46 60 384 31 32 37 45 60 390 I 32 11 41 6 316 31 36 44 60 402 1 35 43 6 408 30 35 42 fi0 H u G 8 F Z 3� E +tr] w ❑ q w m Z 2 []G Q 0 m Q nN� a fIf � v7 4 V Q C O o iaad =E yr o4 lL a 4 T2 O Y � � z z Jeffrey C. Digitally signed by o = W Jeffrey C. Friant, Friant, P.E. P•E.60974 A 60974 Date: 2020,10.19 12 38:27-04'00' S 4 3 2 1 12 11 i0 CONCRETE TABLES H i 4" PANELMATE INSERTS G F E D C B A SCREEN SPANS UP To (inj POURED CONCRETE (MIN 3KSIl ANCHOR SPACING INCHES 18 15 12 10 8 48 130 130 130 T30 130 54 130 130 130 130 130 60 130 130 13D 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 120 130 130 130 130 84 111 130 130 i30 130 90 104 125 130 130 130 96 98 1 117 130 130 130 102 92 1 110 130 130 130 108 87 104 130 130 130 114 82 99 123 130 1 130 120 78 94 117 130 1 130 126 74 89 111 130 1 130 132 71 85 i06 128 1 130 138 68 81 102 122 1 130 144 65 78 98 117 L130 T50 62 75 94 112 130 156 60 72 90 158 130 162 58 69 87 104 130 168 56 67 84 100 125 174 54 65 81 97 121 180 52 62 78 44 117 S86 50 60 75 91 113 192 49 59 60 60 60 198 47 57 60 60 60 204 46 55 60 60 60 210 45 11 3 60 60 1 60 216 43 1 52 60 60 1 60 222 42151 60 60 1 60 228 41 1 49 60 60 j 60 234 40 48 60 60 1 60 240 39 47 59 60 1 60 246 38 46 57 1 60 1 60 252 37 45 56 60 60 258 36 44 54 60 60 264 35 43 53 60 60 270 35 42 52 60 60 276 34 41 51 60 60 282 33 40 50 60 60 288 33 39 49 59 60 294 32 38 48 57 60 300 31 37 47 56 60 306 31 37 46 55 60 312 30 36 45 54 60 318 29 35 44 53 60 324 29 35 43 52 60 330 28 1 34 43 51 1 60 336 - 33 42 50 1 60 342 33 41 49 1 60 348 32 40 1 48 1 60 354 32 40 48 59 360 31 39 47 59 9 8 Jeffrey C. Digitally signed Friant, by Jeffrey C. Friant, P.E. P.E.60974 Date: 2020,10,19 60 0 ]4 12.38.46-04'00' 12 11 10 9 8 7 6 1 /4" PANELMATE FEMALE SCREEN SPANS UP TO (in) POURED CONCRETE (MIN 3KSI} ANCHOR SPACING INCHES 18 16 I4 12 10 48 130 130 130 1 130 130 54 130 130 130 1 130 130 60 13D 130 130 130 130 66 130 130 130 130 130 72 121 130 130 130 130 78 112 126 130 130 130 84 104 117 130 130 130 90 97 109 124 130 130 96 91 102 117 130 130 102 85 96 110 128 130 108 81 91 104 121 130 114 76 86 98 115 130 120 73 82 93 109 130 i26 69 78 89 104 124 132 66 74 65 99 119 136 63 71 81 95 114 1" 60 68 78 91 109 150 58 65 75 87 104 156 56 63 72 84 100 162 54 60 69 81 97 168 52 58 67 78 93 174 50 56 64 75 90 180 48 5'4 62 73 87 186 47 53 60 70 84 192 45 51 58 60 60 198 1 44 49 57 60 60 204 43 48 55 60 60 210 41 47 53 60 60 216 40 45 52 60 60 222 39 44 50 1 59 60 225 38 43 49 57 60 234 37 42 48 56 J 60 240 36 41 47 54 60 246 35 40 45 53 60 252 35 39 44 52 60 258 34 38 43 51 60 _ 264 33 37 42 49 59 270 32 36 41 1 48 58 276 32 35 41 47 57 282 31 35 40 46 56 288 30 34 39 45 54 294 30 33 36 44 53 30D 29 33 37 44 52 306 28 32 37 43 51 312 28 31 36 42 50 318 31 35 41 49 324 30 35 40 48 330 30 34 40 47 336 - 29 33 39 47 342 29 33 38 46 348 28 32 38 45 354 32 37 44 360 - 31 36 44 7 6 5 5 4 3 114" PANELMATE MALE SCREEN SPANS UP TO POURED CONCRETE (MIN 3KSI) ANCHOR SPACING INCHES 18 16 14 12 10 48 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 Q0 13a 13 72 130 130 130 130 130 78 726 130 130 —113T130 84 1 117 130 130 130 130 90 1 109 123 130 1 130 1 130 96 103 115 1 130 1 130 130 102 96 109L96 130 130 108 91 103 130 130 114 86 97' 129 130 120 82 92 123 130 126 78 88 117 130 132 75 84 112 130 130 71 80 107 120 144 68 77 103 123 160 66 74 84 98 118 156 63 71 81 95 114 162 61 68 78 91 109 168 59 66 75 88 105 174 57 64 73 85 i02 180 55 62 70 82 96 186 53 60 68 79 95 192 51 58 60 60 60 178 50 56 60 60 60 204 48 54 60 60 60 210 47 53 60 60 60 216 46 51 59 60 60 222 44 50 57 60 60 228 43 49 55 60 60 234 42 47 54 60 60 240 41 46 53 60 60 246 40 45 51 60 60 252 39 44 50 59 60 258 38 43 49 57 60 264 37 42 48 56 60 270 36 41 47 55 60 276 36 46 53 60 282 35 45 52 60 288 34 44 51 60 294 33 J37 43 50 60 300 33 42 49 59 306 32 41 48 58 312 32 41 47 57 318 31 40 46 56 324 30 1 34 39 46 55 330 30 34 38 45 54 336 29 33 38 44 53 342 29 32 37 43 52 348 28 32 36 42 51 354 - 31 36 42 50 360 31 35 41 49 4 3 2 1 H G Vl s F U � � LfJ a E LL8� � � s Zq 0 m Zq (] N a m 6 m LL _ ❑ V) ffi x V � 0 a V H Q vl C w Q�W o H w Sao U W=w5 ci o�n 17 A 2 1 12 Ii lU i CONCRETE TABLES H 5116" ULTRACON SCREEN POURED CONCRETE SPANS (MIN 3515 PSI) UP TO ANCHOR SPACING INCHES flnl 18 76 14 1 12 1 10 48 130 130 130 130 130 54 130 130 F30 130 130 60 130 130 130 130 130 G 66 130 130 130 130 1 130 72 1 130 130 130 130 130 78 130 130 130 130 130 84 130 130 !30 i30 90 130 130 130 130 96 1 1 0 130 130 102 30 130 130 130 130 P 108 1 ' 130 130 130 130 E D A w�v 354 .,c� 38 ..� 42 .1 49 " 57 w 60 360 37 1 42 1 48 1 54 1 60 12 11 10 9 8 7 114" TAPCON POURED CONCRETE (MIN 3KSI) ANCHORS PACING INCHES SCREEN SPANS UP TO fln]12 10 8 6 4 48 130 1 130 130 130 130 54 130 1 130 130 130 i30 60 130 1 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 78 123 130 130 130 84 114 130 130 130 90 107 128 130 130 M 96 100 120 130 130 102 94 F13 ]30 130 108 89 107 130 i30 11-0 84 10! !26 130 130 120 80 96 120 1 130 130 126 76 91 114 1 130 130 132 73 87 109 130 130 138 70 83 104 130 130 T44 67 80 100 130 130 150 64 77 96 128 130 156 62 74 92 123 130 162 59 71 89 119 130 168 57 69 86 114 130 174 55 66 83 110 t30 180 53 64 80 107 130 186 52 62 77 103 130 192 50 60 60 60 60 198 48 58 60 60 6D 204 47 56 60 60 60 210 46 55 60 60 60 216 44 52 60 60 60 222 43 52 1 60 60 60 228 42 51 60 60 60 234 41 49 60 60 60 240 40 48 60 60 60 246 39 47 59 60 60 252 38 46 57 60 60 258 37 45 56 60 60 264 36 44 55 60 60 270 36 43 53 60 60 276 35 42 52 60 60 282 34 41 51 60 60 288 33 40 50 60 60 294 33 39 49 60 60 300 32 38 48 60 60 306 31 38 47 60 60 312 31 37 46 60 60 318 30 36 45 60 60 324 30 36 44 59 L 60 330 29 35 44 58 60 336 57 60 342 56 d0348 M2934 55 60 354 5a 60360 53 60 8 7 6 5 Jeffrey Dlgrtalfy signed by C. Jeffrey C. Friant, P.E. Friant, 50974 P.E.Date: E 2020.10.19 60974 -04'000400' 6 5 4 3 114" C RETE-FLEX SCREEN SPANS UP TO flnl POURED CONCRETE (MIN 3360 PSI) ANCHOR SPACING INCHES 18 1 16 14 12 10 48 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 13D 72 1 130 130 130 130 130 78 123 130 130 130 130 84 114 129 130 130 90 107 1 120 130 -IN- 130 130 96 1001 113 129 130 130 102 94 1 106 121 130 130 108 89 100 114 130 130 114 84 95 108 126 130 120 80 90 103 120 130 126 76 86 98 114 130 132 73 82 94 109 130 138 70 78 89 104 125 144 67 75 86 100 12D 150 64 72 82 96 115 156 62 69 79 92 ill 162 59 67 76 89 107 168 57 64 73 86 103 174 55 62 -Ti— 83 99 180 1 53 60 69 80 96 186 52 58 66 77 93 192 50 56 60 60 60 198 48 55 60 60 60 204 47 53 60 60 60 210 46 51 59 60 60 216 44 50 57 60 60 222 43 49 56 60 60 228 42 47 54 60 60 234 41 46 53 60 60 240 40 45 51 60 60 246 39 44 50 59 60 252 38 43 1 49 57 60 258 37 42 46 56 60 264 36 41 47 55 60 270 36 40 46 53 60 276 35 39 45 52 60 282 34 38 44 51 60 288 33 38 43 50 60 294 33 37 42 49 59 300 32 36 41 48 58 306 31 35 40 47 56 312 31 35 40 46 55 318 30 34 39 45 54 324 30 33 38 44 53 330 29 33 37 44 52 336 29 32 37 43 51 342 28 32 36 42 51 348 31 35 41 50 354 31 35 41 49 360 - 30 34 40 48 4 3 2 1 H law � u g � G a� c� ul Vi a?r F ua z i V1 W_ - E ir1 W Z3c�cM J C W 2 o m a m W Y O D b z 0 V) rn C w O o TpGx 3 „ a o r =pis 18 A 2 1 12 11 10 CONCRETE TABLES H G F E C B STRAP BRACKET W7 TWO 5116' UITRACON SCREEN SPANS UP Td (1n) POURED CONCRETE IMIN 3515 PSI) ANCHORS ACING fINCHES 24 22 20 1B 12 48 136 1301 130 1 130 1 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 84 130 130 130 130 130 90 1301 130 130 130 130 96 125 130 130 130 130 102 118 128 130 130 130 108 111 12) 130 130 130 114 105 1T5 126 130 130 120 100 109 120 130 130 126 95 104 114 127 130 132 91 99 109 IN 130 138 87 95 104 116 130 144 83 91 100 1 111 130 150 80 87 96 1 107 130 156 77 84 92 103 130 162 74 81 89 99 130 168 71 76 86 95 130 174 69 75 83 92 130 180 67 73 80 89 130 186 65 70 77 86 129 192 60 60 60 1 60 60 198 60 60 60 60 60 204 59 60 60 60 60 210 57 60 60 60 60 216 56 60 60 60 60 222 54 59 60 60 60 228 53 57 60 60 60 234 51 56 60 60 60 240 50 55 60 60 60 246 49 53 59 60 60 252 48 52 57 60 60 258 47 51 56 1 60 1 60 264 45 50 55 60 60 270 44 48 53 59 60 276 43 47 52 58 60 282 43 46 51 57 60 288 42 45 50 56 60 294 41 45 49 54 60 300 40 44 48 53 60 306 39 43 47 52 60 312 38 42 46 51 60 9 8 7 STRAP BRACKET WI TWO 114' CRETE-FLEX or 114" TAPCQN SCREEN SPANS UP TO (1�1 POURED CONCRETE (M)N 3350 PSI) ANCHOR SPACING INCHES 24 1 22 1 20 18 12 48 130 1 130 130 130 130 54 130 1 130 130 130 T30 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 123 130 130 130 130 84 114 125 130 130 130 90 107 116 128 130 130 96 100 109 120 130 130 102 94 103 113 125 130 108 89 97 107 T19 130 114 84 92 101 112 130 120 80 87 % 107 130 126 76 83 91 102 130 132 73 79 87 97 130 138 70 76 83 93 130 144 67 73 80 89 130 150 64 70 77 85 128 156 62 67 74 82 123 M2 59 65 71 79 119 T68 57 62 69 76 114 174 55 60 66 74 110 150 53 58 64 71 107 186 52 56 62 69 103 192 50 55 60 60 60 198 48 53 58 60 60 204 47 51 56 60 60 210 46 50 55 60 60 216 44 48 53 59 60 222 43 47 52 58 60 228 42 46 51 56 60 234 41 45 49 55 60 240 40 44 48 53 60 246 39 43 47 52 60 252 38 42 46 51 60 258 37 41 45 50 60 264 36 40 44 48 60 270 36 39 43 47 60 276 35 38 42 46 60 282 34 37 41 45 60 36 40 44 60 36 39 44 60 [F29433 35 38 43 60 34 37 41 60 A 12 11 10 9 8 7 6 5 4 3 2 I m•�.�auun. •r ' H MU) V! "2.i F u � Z i V] LL! a V) o E o _ w 3 � k 2 � <[P 0 `r3 Q ❑ Y Q a o v7 C � Q ra�o� 0 0 LEo ae , n z x�a= U 3xw B s cooz Jeffrey C. Digitally signed Z n ..; � } w by Jeffrey C. Friant, P.E. Friant, P.E. 60974 A Date:2020.10.19 19 6�974 12:39:28-04'00' 6 5 4 3 2 1 H G F E D C B A 12 11 10 9 e 7 6 5 CONCRETE FILLED BLOCK CMU TABLE •REINiDRCEDwIIHMINA5BAR INCONCRETEFILLED CELL l/7'Drop In SCREEN SPANS UP TO POURED REINFORCED' {MIN 3000 PSI) ANCHORS ACING INCHES 24 20 16 12 1 10 48 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 84 130 130 130 130 130 90 130 130 130 130 130 96 130 130 130 130 130 102 129 130 130 130 130 108 122 130 130 130 130 114 116 130 130 130 130 120 110 130 130 130 130 126 105 126 130 1 130 1 130 132 100 120 130 130 130 i38 96 1 115 130 130 130 144 92 110 130 130 130 i50 88 10E 130 130 i30 156 85 102 127 130 130 162 81 98 122 130 130 160 79 94 118 1301 130 174 76 91 114 1 130 1 130 180 73 88 110 1 130 1 130 186 71 85 106 130 130 192 6fl 60 60 60 60 198 60 1 60 60 60 60 204 60 1 60 60 60 60 210 60 60 60 60 60 216 60 60 60 60 60 222 59 60 60 60 60 228 58 60 60 60 60 234 56 60 60 60 60 240 55 60 60 60 60 246 54 60 60 60 60 252 52 60 60 60 60 258 51 1 60 60 60 60 264 270 SO j 60 60 60 60 49 59 60 60 60 276 48 57 60 60 60 282 47 56 60 60 60 288 46 55 60 60 60 294 4S 54 60 60 60 300 44 53 60 60 60 306 43 52 60 60 60 312 42 51 60 60 60 318 42 50 60 60 60 324 41 49 60 60 60 330 40 48 60 60 60 336 39 47 59 60 60 342 39 46 58 60 60 348 38 46 57 60 d0 354 37 45 S6 60 �6p 360 —3-77 44 55 60 1 60 12 11 Drop In SCREEN SPANS UP TO POURED REINFORCED" {MIN 3000 PSI] ANCHOR SPACING INCHES 18 16 1 14 1 12 10 48 130 130 1 130 1 130 130 54 130 130 130 1 130 130 60 130 130 130 1 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 84 123 130 130 130 130 90 115 129 130 130 130 96 108 121 130 130 130 102 101 114 130 130 130 108 96 108 123 130 130 114 91 102 116 130 130 120 86 97 111 129 130 126 82 92 105 T 1 33 130 132 78 88 101 117 13D 138 75 84 96 112 130 144 72 81 92 108 129 150 69 77 88 103 124 156 66 74 85 99 119 162 64 72 82 96 115 168 61 69 79 92 Ill 174 59 67 76 89 107 180 57 65 74 86 103 186 55 62 71 83 100 192 54 60 60 60 60 198 52 59 60 60 60 204 51 57 60 60 60 210 49 55 60 60 60 216 48 54 60 60 60 222 46 52 60 60 60 228 45 51 58 60 64 234 44 50 57 60 60 240 1 43 48 55 60 60 246 42 47 54 60 60 252 41 46 53 60 60 258 40 45 51 60 60 264 39 44 50 59 60 270 38 43 49 57 60 276 37 42 48 56 60 282 37 41 47 55 60 288 36 40 46 54 60 294 35 39 45 53 60 300 34 39 44 52 60 306 34 38 43 51 60 312 33 37 43 50 60 318 32 37 42 49 58 324 32 1 36 41 48 57 330 31 35 40 47 56 31 35 30 34 E34 30 33 �M52 29 33 29 32 37 318" LDT ANCHOR SCREEN SPANS POURED REINFORCED' (MIN 3000 PSI) UP TO (in) ANCHOR SPACING [INCHES] 18 16 14 12 10 6 48 130 130 130 130 130 130 54 130 130 130 130 130 130 60 130 130 130 130 130 130 66 130 130 130 130 130 130 72 120 130 130 130 130 130 78 111 125 130 130 130 130 84 103 116 130 130 1 130 130 90 96 108 123 1307 130 130 96 90 T01 116 130 1 130 1 130 102 85 95 109 127 130 1 130 108 80 90 103 120 130 130 114 76 85 97 114 130 130 120 72 81 93 108 130 130 126 69 77 88 103 123 50 132 65 74 84 98 118 130 138 63 70 80 94 113 130 144 60 68 77 90 T08 130 150 58 65 74 86 104 130 156 55 62 71 83 100 130 162 53 60 69 80 96 130 168 51 58 66 77 93 130 174 SO 56 64 74 69 130 180 48 54 62 72 86 130 186 46 52 60 70 84 130 192 45 51 58 60 60 60 198 44 49 56 60 60 60 204 42 48 54 60 CO 60 210 41 46 53 60 60 60 216 40 45 51 60 60 60 222 39 44 50 58 60 —6(—) 228 3843 49 57 60 60 234 37 42 47 55 160 60 240 36 41 1 46 54 60 60 10 9 8 7 6 { 4 3 2 318" LDT ANCHOR SCREEN SPANS POURED REINFORCED" ]MIN 3000 PSI) UP TO (+nl ANCHOR SPACING (INCHES) 18 16 14 12 10 6 240 36 41 46 54 60 60 246 35 40 45 53 60 60 252 34 39 44 51 60 60 258 33 38 43 50 60 60 264 33 37 42 49 59 60 270 32 36 41 48 58 60 276 31 35 40 47 56 60 282 31 34 39 46 55 1 60 288 30 34 39 45 54 60 294 29 33 38 44 53 60 300 29 32 37 43 52 60 306 28 32 36 42 51 60 312 - 31 36 42 50 60 319 31 35 41 49 60 324 30 34 40 48 60 330 29 39 47 60 336 29 39 46 60 342 28 38 45 60 348 37 45 60 354 d30 37 44 60 360 36 43 60 366 35 43 60 372 35 42 60 378 31 34 41 60 384 31 1 34 41 60 390 31 33 40 0 396 33 39 60 402 32 39 60 408 32 38 60 Jeff rey C. Digitally signed by Jeffrey C. Friant. Friant, P.E. P.E-60974 60974 Date: 2020.10.19 1239:50-04'00' c 3 2 H ,. vb 20 A H G F E D C B A 12 1 1 I 11) 9�{ I I I 8 r 6 s CONCRETE FILLED BLOC CMU TABLE—FORCUD WPHN41N 05 BAR 14 CONCREIf FLLED CELL 30 WEDGE ANCHOR SCREEN SPANS POURED REINFORCED' (MIN 3000 PSI) UP TO )in} ANCHOR SPACING (INCHES) 18 1 16 14 12 10 6 48 130 1 130 130 130 130 130 54 130 130 130 130 130 130 60 130 130 130 130 130 130 1 66 121 T30 130 130 130 130 72 111 130 130 T30 130 I 78 103 125 130 130 130 130 84 95 116 130 1 130 130 130 90 89 i08 123 130 T30 130 96 83 101 116 130 130 130 102 78 95 109 127 130 130 108 9 103 120 130 130 114 !74 70 85 97 114 130 130 120 67 81 93 108 130 130 126 77 88 103 123 130 132 61 74 84 98 118 130 138 58 70 80 94 113 130 144 56 69 77 110 108 130 150 53 65 74 1 86 104 1 130 156 51 62 71 83 100 1 130 162 49 60 69 80 96 130 168 48 58 66 77 93 130 174 50 56 64 7A 89 130 180 46 54 62 72 86 130 186 43 52 60 70 84 130 192 41 51 58 60 60 60 198 40 49 56 60 60 60 204 39 48 Sa 60 60 60 210 38 46 53 60 60 60 216 37 45 51 60 60 60 722 36 44 50 58 60 60 228 35 43 4 1 57 60 60 234 34 42 47 55 60 60 240 33 38 43 50 60 d0 12 11 10 3X WEDGE ANCHOR SCREEN SPANS POURED REINFORCED' [MIN 3000 PSI( UP iO (In) ANCHOR SPACING (INCHES) 18 16 14 12 10 6 240 33 38 43 50 60 60 246 33 37 42 49 59 60 252 32 36 41—L 48 1 57 -TO- 258 31 35 40 1 47 1 56 60 264 30 34 39 45 55 60 270 30 33 38 44 53 60 276 29 33 37 43 52 60 282 28 32 36 43 51 60 288 28 31 35 42 50 60 294 31 35 41 49 60 300 30 34 40 48 60 306 29 34 39 47 60 312 29 33 38 46 60 318 26 32 38 45 60 324 28 32 37 44 60 330 31 36 44 60 336 30 35 43 60 342 30 34 42 1 60 348 30 34 41 60 354 29 33 41 60 360 29 33 40 60 366 28 32 39 60 372 28 32 39 60 378 - 31 38 60 384 31 37 60 390 30 37 60 396 - 30 36 6Q 402 29 36 60 408 29 35 59 9 8 7 5 16" ULTRACON SCREEN SPANS UP TO [in} POURED REINFORCED' (MIN 3515 PSI) ANCHOR SPACING [INCHES) 18 16 14 12 10 48 130 130 130 130 130 $4 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 t30 130 130 78 120 130 130 130 130 84 111 130 130 130 130 90 104 130 130 130 13D 96 98 125 130 130 130 102 92 118 130 130 130 108 87 ill 130 130 130 114 82 106 1301 130 1 130 120 76 100 1301 130 130 126 74 96 130 1 130 1 130 132 71 91 128 130 130 138 68 87 122 130 130 144 65 84 1T7 130 130 150 62 80 112 T30 130 156 60 77 108 130 130 162 58 74 104 130 130 168 56 72 100 125 130 174 54 69 97 1 121 130 180 52 67 94 1 117 130 186 50 65 91 113 130 192 49 60 60 60 60 198 47 60 60 60 60 204 46 59 60 60 60 210 45 57 60 60 60 216 43 56 60 60 60 222 42 54 60 60 60 228 41 53 60 60 60 234 40 51 60 60 60 240 39 50 60 60 60 246 38 49 60 60 60 252 37 48 60 60 60 258 36 47 60 60 60 264 35 46 60 1 60 60 270 35 45 60 1 60 60 276 34 44 60 60 60 282 33 43 60 60 60 288 33 42 59 60 60 294 1 32 41 57 60 60 300 1 31 40 56 60 60 306 31 39 55 60 60 312 30 39 54 60 60 318 29 38 53 60 60 324 29 37 52 60 60 330 28 36 51 60 60 336 36 50 60 60 342 35 49 60 60 35 48 60 60 �348 354 34 48 59 60 360_133 47 59 60 6 5 4 3 2 1 " TR&CON SCREEN SPANS UP TO IN POURED REINFORCED* (MIN 3000 PSI) ANCHOR SPACING INCHES 24 22 20 18 12 48 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 123 130 130 130 130 84 114 125 130 130 130 90 107 116 128 130 130 96 100 109 120 130 130 T02 94 103 113 125 130 108 89 97 107 119 130 114 84 92 101 112 130 120 80 87 96 107 130 126 76 83 91 102 130 132 73 79 87 97 130 138 70 76 83 93 130 144 67 73 80 1 89 130 ISO 64 70 77 85 128 156 62 67 74 82 123 162 59 65 71 79 119 168 `57 62 69 76 114 174 55 60 66 74 110 180 53 58 64 71 107 186 52 56 62 69 103 192 50 55 60 67 100 198 48 53 58 65 97 204 47 51 56 63 94 210 46 50 55 61 91 216 44 48 53 59 89 222 43 47 52 56 86 228 42 46 51 56 84 234 41 45 49 55 82 240 40 44 4B 53 80 246 39 43 47 52 1 78 252 38 42 46 51 76 258 37 41 45 50 74 264 36 40 44 48 73 270 36 39 43 47 71 276 35 38 42 46 70 282 34 37 4T 45 68 288 33 36 40 44 67 294 33 36 39 44 65 300 32 35 38 43 64 306 31 34 38 42 63 312 31 34 37 41 62 �S. it 0 a i 3F� U� z vi UJ � ✓K F-- E V) � ❑ a � � w w Z x x M m z 0 a m D rn � a U 0 � o to C w v' r p ❑ 0 1 S w U 3: Z u� 2P�e � o r Jeffrey C. Digitally signed by o h Jeffrey C. Fria nt, Friant, P.E. P.E.60974 A 60974 Date:2020.10.19 12:40:30-04'00' 4 3 2 1 12 11 H G F E - o C B A L 348 L 34 354 34 360 3 12 11 p 9 P. 7 6 i6 9 Drop In SCREEN GROUT FILLEb CELLS SPANS UP TO ANCHOR SPAC(NG INCHES jln} 12 10 48 130 130 54 MW 130 I30 60 130 130 66 130 130 72 121 1 130 130 130 130 78 112 126 130 130 13D 84 -194 17 130 130 130 90 97 109 125 130 130 96 91 102 117 1301 130 102 85 96 110 12BI 130 106 81 91 104 121 1W 114 76 86 98 1T5 130 120 1 73 1 82 93 1 109 130 126 1 69 1 78 89 104 125 132 74 85 99 119 136 1 63 1 71 81 95 114 144 1 61 1 68 78 91 109 150 1 58 1 65 75 87 105 15b 5d 63 72 84 101 162 54 61 69 81 97 168 1 52 1 58 67 78 93 174 1 50 1 56 64 75 90 i80 1 48 1 55 62 73 87 186 47 1 53 60 70 84 192 45 1 51 58 60 60 196 44 50 57 60 60 204 43 46 55 60 60 210 42 47 53 6Q 60 216 40 45 52 6Q 60 222 39 44 51 1 59 6D 2211 38 43 49 1 57 1 60 234 37 42 48 56 60 240 36 41 47 55 60 246 35 40 46 53 60 252 35 39 44 52 1 60 258 34 38 43 51 1 60 264 33 37 42 5Q 59 270 32 36 42 48 58 276 32 36 41 47 57 282 31 35 40 46 1 56 288 30 34 39 45 1 55 294 30 33 38 44 53 300 29 33 37 44 52 306 28 32 37 43 3T2 - 31 36 42 50 318 31 35 41 49 324 30 35 40 48 330 30 34 40 48 336 29 33 39 47 342 29 33 38 46 348 28 1 32 1 38 45 354 32 37 44 360 31 1 36 1 44 5 Jeffrey Digitallysigned by Jeffrey C. C. Friant,Friant,P-E- P.E. 60974 Date: 64974 2020.10.19 12,41:56-04'W 8 7 6 5 4 4 3 3 2 N o VA Y■ N-a F Z � tri LLl � E Vj w r Q a ❑ i p{ u 0 � o to C w 3� O o i i a�g woo a Z 22 A 2 1 12 11 10 9 8 7 6 5 GROUT FILLED BLOCK/CMU TABLES H G F E D C B A 318" THREADED ROD & EPDXY SCREEN SPANS GROUT FILLED CELLS UP TO (in) ANCHOR SPACING {INCHES) 24 22 1 20 1 18 12 10 48 130 130 1 130 130 T30 130 S4 130 130 130 130 130 130 60 130 130 130 130 130 130 66 130 130 130 130 130 M 130 130 330 130 130 130 130 130 130 130 130 130 121 130 130 13p 130 130 E 113 124 130 130 130 130 106 I16 128 130 130 130 100 109 120 130 130 130 94 103 113 130 130 130 114 89 98 107 126 130 130 120 85 93 102 119 130 136 126 81 88 97 113 130 130 132 77 1 84 93 103 130 130 130 74 81 88 98 130 130 1" 71 77 84 1 94 130 130 150 68 74 81 91 1 130 130 156 65 71 78 87 1 130 130 162 63 69 75 8H 130 168 41 66 72 8 130 174 59 64 70 7 130 180 57 62 67 7 130 186 55 60 65 73 114 130 192 53 58 63 71 60 60 198 52 56 60 69 60 60 204 50 55 59 67 60 60 210 49 53 58 65 60 60 216 4 52 56 63 60 60 222 46 50 55 61 60 60 228 45 49 53 60 60 60 234 44 48 52 58 60 60 240 43 46 51 57 60 60 12 11 10 318" THREADED ROD & EPDXY SCREEN GROUT FILLED CELLS SPANS UP TO (in) ANCHOR SPACING - • I -- I -- - [INCHES] - - 9 8 318" LDT ANCHOR SCREEN SPANS GROUT FILLED CELLS UP TO [in)24 ANCHOR SPACING [INCHESI 22 1 20 ]8 12 1 10 49 130 130 130 130 1301 130 54 130 130 130 130 130 1 130 60 130 130 130 130 130 130 66 130 130 130 130 130 130 72 125 130 130 130 130 130 78 115 126 130 130 130 130 84 107 117 129 130 130 130 90 100 109 120 130 130 130 96 94 102 113 125 130 130 102 88 96 106 118 130 130 108 $3 91 100 11) 130 1 130 114 79 86 95 105 130 1 130 120 75 82 90 100 130 1 130 126 71 78 86 95 1301 130 T32 68 74 82 91 1301 130 138 65 71 78 87 130 130 144 63 68 75 83 125 130 150 60 65 72 80 120 130 156 58 63 69 77 115 162 56 61 67 74 111 168 54 58 64 71 107 174 52 56 62 69 103 180 50 55 60 67 100 d60 186 48 53 58 65 97 192 47 51 55 60 60 198 45 55 60 60 204 44 48 53 59 60 60 210 43 47 51 57 60 60 216 42 45 50 56 60 60 222 41 44 49 54 60 60 228 39 43 47 53 60 60 234 38 42 46 51 60 60 240 3B 41 45 50 60 60 7 6 5 4 3 2 1 3/&' LDT ANCHOR SCREEN SPANS GROUT FILLED CELLS UP TO {Inl ANCHOR SPACING (INCHES) 24 22 20 18 12 10 240 38 41 45 50 60 60 246 37 40 43 49 60 60 252 36 39 42 48 60 60 258 35 38 41 47 60 60 264 34 37 40 45 60 60 274 33 36 40 44 60 60 274 33 36 39 43 60 60 282 32 35 38 43 60 60 288 31 34 38 42 60 60 294 31 33 37 41 60 60 300 30 33 36 40 60 60 306 29 32 35 39 59 60 312 29 31 35 38 57 60 318 28 31 34 38 56 60 324 28 30 33 37 55 60 334 29 33 36 54 60 336 29 32 36 53 60 342 28 32 35 52 60 348 28 31 35 51 60 354 31 1 34 51 60 360 30 1 34 50 60 366 - 30 33 49 60 372 29 33 48 60 378 - 29 32 48 60 384 28 31 47 60 390 28 31 46 d0 396 - 30 45 60 02 4 30 45 60 408 29 44 60 H �I o V � o C _ o ¢w�W n "OGy rcspv W m C7 ac aao �nr B F v o Erz3 A o r Jeffre C. Digitally signed y by Jeffrey C.- A Friant, Friant, P.E.60974 Date:2020.10.19 23 P-E. 6097412:42.19-04'00' It 3 2 1 12 11 ]a 9 8 GROUT FILLED BLOCK CMU TABLES H G F E ^ O C B A 12 319" WEDGE ANCHOR SCREEN SPANS GROUT FILLET] CELLS UP TO (in) ANCHOR SPACING (INCHES) 18 16 14 1 12 10k3O 48 130 130 130 130 130 54 119 I30 132 i30 130 60 107 120 130 130 130 66 97 109 125 130 130 72 89 100 114 130 130 7B 82 92 105 123 13d 84 76 86 98 114 130 90 71 80 91 1107 128 130 96 67 75 86 100 120 130 102 63 71 81 94 113 130 108 59 67 76 89 107 130 114 56 63 72 84 101 130 120 53 60 69 80 96 130 126 51 57 65 76 91 130 132 48 55 73 87 130 138 46 52 60 70 183 130 144 44 50 57 67 80 130 150 43 40 55 164 77 130 156 41 46 53 62 74 130 162 40 44 51 159 71 130 168 38 43 49 7 9 129 174 37 41 47 55 66 124 180 36 40 46 153 64 120 186 34 39 44 1 52 62 116 192 33 38 43 50 60 60 178 32 36 42 48 5B 60 204 31 35 40 47 56 60 210 30 34 39 46 55 60 216 30 33 38 44 53 60 222 29 2 37 43 52 60 228 28 31 36 42 51 60 234 30 35 41 49 6D 240 29 34 40 48 6d 11 10 7 318" WEDGE ANCHOR SCREEN SPANS GROUT FILLER CELLS UP TO [in) ANCHOR SPACING (INCHES) 18 16 14 12 la 6 240 - 30 34 40 48 60 246 29 33 39 47 60 252 - 29 33 38 46 60 258 - 28 32 37 45 60 264 31 36 44 60 270 30 36 43 60 276 29 35 42 60 282 29 34 41 60 288 28 33 40 64 294 - 33 39 60 300 32 38 60 306 31 38 60 312 31 37 60 318 30 36 60 324 30 36 59 330 29 35 5B 336 29 34 57 342 28 34 56 348 28 33 55 354 33 54 360 32 53 366 31 52 372 31 52 378 30 51 384 30 50 390 29 49 396 29 48 402 28 48 4d8 - 28 47 9 8 7 6 5 4 3 2 1 H F- - ldiw `� u Y■ l �;S- F U Z vi N £ o Z Ya �F w H a u+ z C ❑ D 0 V1 i V � a V d cn C w �+ ❑ o : y � x �r-aa a[ � w Kzd r z x 2s Jeffrey C. digitally signed a o 4 d by Jeffrey C. A F ri a nt, Friant, P.E. 60974 Date: 2020.10.19 24 P.E. 60 97412:42:39-04'00' 6 5 A 3 2 I x G F E C 8 A 12 it 10 9 a 7 GROUT FILLED BLOCK/CMU TABLES 14" PANELMATE INSERTS SCREEN SPANS GROUT FILLED CELLS ANCHOR SPACING INCHES 12 10 8 6 4 En 130 130 130 130 130 130 130 130 13013p 130 130 130 130 130 66 130 130 130 130 130 130 72 130 130 130 13D 78 128 130 130 T30 130 84 119 130 130 1 130 T30 90 111 130 130 130 130 96 104 125 130 1 130 1 130 102 98 118 130 1 130 1 130 T08 93 111 130 1 130 1 130 114 88 105 130 1 130 120 83 100 125 130 130 126 79 95 119 130 130 732 76 91 114 130 130 138 73 87 109 130 130 144 70 83 104 130 130 150 67 80 100 130 130 156 64 77 96 128 130 162 62 1 74 93 124 130 163 60 1 71 89 119 130 174 58 69 86 115 130 180 56 67 83 111 130 186 54 65 81 108 130 192 52 60 60 60 60 T98 51 60 60 60 204 49 59 60 60 60 210 48 57 60 60 60 216 46 56 60 60 60 222 45 54 60 60 60 228 44 53 60 1 60 60 234 43 51 60 1 60 60 240 42 50 60 d0 60 246 41 49 60 60 60 2d2 40 48 60 60 60 258 39 47 58 60 60 264 38 45 57 1 60 1 60 270 37 44 56 60 60 276 36 44 54 60 60 282 35 1 43 53 60 60 288 35 1 42 52 60 60 294 34 4 1 60 60 300 33 1 40 50 60 60 306 33 39 49 60 60 312 32 38 48 60 60 318 31 38 47 60 60 324 31 1 37 46 60 60 330 30 1 36 45 60 60 336 30V 60 60 342 29 59 60 348 29 58 60 354 28 57 60 360 - 56 60 114" PANELMATE FEMALE SCREEN SPANS UP TO i1n1 GROUT FILLED CELLS ANCHOR SPACING INCHES 12 1 14 8 6 4 48 130 130 130 130 1 130 54 117 130 130 130 1 130 60 105 126 1 130 1 130 66 96 115 130 1301 13 72 88 105 130 130 130 78 81 97 121 130 130 1 84 75 90 113 130 130 90 70 84 105 1 130 96 66 79 99 130 130 102 62 74 93 124 I 108 58 70 88 117 130 114 $5 66 83 111 130 T20 53 63 79 1 105 1 130 126 50 60 75 1 1001 130 132 48 57 72 96 1 130 138 46 55 69 91 130 144 44 U 66 88 13 150 42 50 63 84 126 156 40 49 61 81 121 162 9 47 8 7 117 168 38 45 56 75 113 174 36 44 54 73 109 180 35 42 53 7 105 194 34 41 51 68 102 192 39 49 60 60 198 32 38 48 60 60 204 31 37 46 60 60 210 30 6 45 60 216 29 35 44 58 60 222 28 34 43 57 60 33 42 55 60 32 40 54 60 32 39 53 60 %2S2- 31 38 51 60 30 38 50 60 37 49 6fl 29 36 48 60 35 47 60 276 34 46 60 282 34 45 60 288 1 33 44 60 294 32 43 60 300 32 42 60 306 31 41 60 312 30 40 60 315 30 40 60 324 29 39 58 330 - - 29 38 57 336 28 38 342 37348 36354 E55 - 36360 35 12 it 10 9 6 5 4 3 2 I/C PANELMATE MALE SCREEN SPANS UP TO (rnj GROUT FILLED CELLS ANCHOR SPACING IN HFS 12 10 IS 1 d 1 4 48 130 130 1301 130 130 54 117 130 130 1 130 130 60 109 130 130 1 130 130 66 99 119 130 13U 130 72 91 109 130 130 130 78 84 101 126 150 130 84 78 94 117 130 130 90 73 87 109 130 130 96 68 82 102 130 130 102 64 77 6 128 130 10$ 61 3 91 121 114 57 69 86 115 T30 120 55 66 82 109 130 126 52 62 78 104 130 132 50 60 74 99 130 138 47 57 71 95 1 130 144 46 91 130 150 44 52 66 87 130 156 42 Sa 84 126 162 40 49 61 81 121 166 39 47 59 78 117 174 38 45 75 113 180 36 44 55 73 109 186 35 j 42 53 1 70 106 192 34 41 51 60 60 198 33 40 50 60 60 204 32 39 48 60 60 210 31 37 47 60 60 216 30 36 46 60 60 222 30 35 44 59 60 228 29 34 43 57 60 234 28 34 42 56 60 240 33 41 55 60 246 32 40 53 60 252 31 39 52 60 238 30 38 51 60 264 30 37 50 60 270 29 36 49 60 276 28 36 47 60 282 35 46 60 288 - 34 46 60 294 1 33 1 45 60 300 33 44 60 306 32 43 60 312 32 42 60 319 31 41 60 324 30 40 60 330 - 30 40 60 336 29 39 59 342 29 1 38 57 348 28 38 56 354 28 37 56 360 36 55 I ' a V Y^rY+ V 0 Y4a F U � Z z vi LL1 "•` E it LL $ o ❑ a oc � � ct rz ' 6 0 a 0 0 m Z Q �"`` D a # i i o p v7 C a� �SLo JefFrey Digitallysignec � : x o o by Jeffrey C. � C. Fria nt, Friant, P.E. a PRE 60974 P.E. Date: A 2020.10,19 2 6 U 9 74 12:43:01-04'00' 8 7 6 5 4 3 2 1 H G F E D C B A 12 11 10 9 8 GROUT FILLED BLOCK CMU TABLES 5116" ULTRACON SCREEN SPANS UP TO (61 GROUT FILLED BLOCK ANCHOR SPACII IG INCHES 18 16 14 1 12 1 10 48 130 130 130 1 130 1 130 $4 129 130 130 1 130 1 130 60 116 130 130 130 130 66 105 122 130 730 136 72 97 116 136 130 130 78 89 107 130 130 130 84 83 95' 124 130 130 90 77 1 93 116 130 130 96 73 1 87 109 130 130 102 - '108 68 82 102 134 1 130 64 77 97 129 130 114 61 73 92 122 130 120 58 70 87 116 130 126 55 66 83 TIO 130 132 53 63 79 105 127 138 50 61 76 101 121 144 48 58 73 97 116 150 46 56 70 93 111 156 45 54 67 89 107 162 43 52 64 86 1 103 168 41 50 62 83 99 174 40 48 60 80 96 180 39 4d 58 77 93 186 37 45 56 75 90 192 36 44 54 60 60 198 35 42 53 6D 60 204 34 41 51 60 60 210 33 40 50 60 60 216 32 39 48 60 1 60 222 31 38 47 60 1 60 228 31 37 46 60 1 60 234 30 36 45 59 60 240 29 35 44 58 60 246 28 34 42 57 6fl 252 33 41 55 60 258 32 40 54 60 264 32 40 53 60 270 31 39 52 60 276 30 38 50 60 282 30 37 49 59 288 29 36 48 58 294 28 36 47 57 300 35 46 56 306 34 45 55 312 33 45 54 318 33 44 53 324 32 43 52 330 32 42 51 336 31 41 5Q 342 31 Al 49 348 30 40 48 354 29 39 47 360 29 39 46 I X TAPCON SCREEN SPANS VP TO f" ! GROUT FILLED CELLS ANCHOR SPACING INCHES 12 1 10 1 8 1 6 4 48 115 130 130 130 130 54 102 123 130 130 13D 60 92 110 130 T30 130 66 84 100 125 130 130 72 77 92 115 130 130 78 71 85 106 130 130 84 66 79 99 130 130 90 61 74 92 123 130 96 58 69 86 115 130 102 54 65 81 108 1 130 108 51 61 77 102 130 114 48 58 73 97 130 120 46 55 69 92 130 126 44 53 66 88 130 132 42 50 63 84 125 138 40 48 60 80 120 144 38 46 58 77 115 150 37 1 44 55 74 110 156 35 42 53 71 106 162 34 41 51 68 T02 165 33 39 49 66 99 174 32 38 48 63 95 180 31 37 46 61 92 186 30 36 45 59 89 192 29 35 43 58 86 198 28 33 42 56 60 204 32 41 54 60 210 32 39 53 60 216 31 38 51 60 222 30 37 50 60 228 29 36 48 60 234 - 28 35 47 60 240 35 46 60 246 34 45 60 252 - - 33 44 60 258 - - 32 43 60 264 - 31 42 60 270 - 31 41 60 276 30 40 60 282 29 39 59 288 29 38 56 294 28 38 56 300 - 37 55 306 - - 36 54 312 35 53 318 - - 35 52 324 - 34 51 330 33 50 336 33 49 342 32 48 348 32 48 354 31 47 360 31 46 12 11 10 9 a 7 7 6 5 4 3 2 1 STRAP BRACKET W1 TWO 5 16' ULTRACON SCREEN SPANS UP TO f"ry1 GROUT FILLED CELLS ANCHOR SPACING INCHES 16 14 12 10 8 48 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 123 130 130 130 130 84 114 129 130 130 130 90 107 120 130 130 130 96 100 113 1 129 130 130 102 94 106 121 130 130 108 89 100 114 130 130 114 84 95 108 126 130 120 80 90 103 120 130 126 76 86 98 114 130 132 73 82 94 109 130 138 70 78 89 1D4 130 144 67 75 86 100 130 150 64 72 82 96 130 156 62 69 79 92 130 162 59 67 76 89 130 168 57 64 73 86 129 174 55 62 71 83 124 180 53 60 69 80 120 186 52 58 66 77 116 192 50 56 60 60 60 198 48 55 60 60 60 204 47 53 60 60 60 210 46 51 59 60 60 216 44 50 57 60 60 222 43 49 56 60 60 728 42 47 54 60 60 234 41 46 53 60 60 240 40 45 51 60 60 246 39 44 50 59 60 252 38 43 49 57 60 258 37 42 48 56 60 264 36 41 47 55 60 270 36 40 46 53 60 276 35 39 45 52 60 282 34 38 44 51 60 288 33 38 43 50 60 294 33 37 42 49 60 300 L 32 36 41 48 60 306 1 31 35 40 47 60 312 1 31 35 40 1 46 60 H a� G a:U) Es� F U ■ 's Z t/Y cF LLJ � IY 5— E ❑ a ° W rr W { A 0 Q° o q d m ❑ � U 0 � o C Ct o �o�z a 2 _ oe IN z B ZQOt d o a Jeffrey C. Digitally signed by Jeffrey C. Friant, P.E. Friant, P.E. 60974 A Date.2020.10.19 rL/� 60974 12:43,36-04'00' 6 5 4 3 2 1 /4" CRETE-FLEX or 1 /4" SCREEN SPANS UP TO 11n)16 GROUT FILLED CELLS ANCHORS PACING INCHES 14 1 12 1 10 1 8 48 130 130 130 130 130 54 130 130 130 130 130 60 120 130 130 130 130 66 109 125 130 130 130 72 100 114 130 130 130 78 92 105 123 130 130 84 86 98 114 130 130 90 60 9t 1 107 128 130 96 75 86 100 120 130 102 71 81 94 113 130 103 67 76 B9 107 130 TT4 63 72 84 101 126 120 60 69 80 96 120 126 57 65 76 91 114 132 55 62 73 87 109 138 52 60 70 83 104 144 50 57 67 80 100 150 48 55 64 77 96 156 46 53 62 74 92 162 44 51 59 71 89 168 43 49 57 69 86 41 47 55 66 83 180 40 46 53 64 80 186 39 44 52 62 77 192 38 43 50 60 60 198 36 42 48 1 58 60 204 35 40 47 56 60 210 34 39 46 55 60 216 33 38 44 53 60 222 32 37 43 52 60 228 32 36 42 51 60 234 31 35 41 49 60 240 30 34 40 48 60 246 29 33 39 41 59 252 29 33 38 46 57 258 28 32 37 45 56 264 31 36 44 55 270 - 30 36 1 43 53 276 30 35 42 52 282 29 34 41 51 288 29 33 40 50 294 28 33 39 49 300 32 36 48 306 31 38 47 312 31 37 46 12 it 10 9 HOLLOW BLOCK TABLES 11 G F E C 8 A 8 7 6 5 Jeffrey C. Friant, P.E. •11 • , Digitally signed by Jeffrey C. Fria nt, P.F. 60974 Date: 2020.10.19 12:43:59-04'00' 12 11 10 9 8 7 6 5 1/4"PANELMATE INSERTS SCREEN SPANS O(iTO f�nl HOLLOW BLOCK ANCHOR SPACING INCHES 12 10 8 6 4 48 130 130 130 130 130 $4 130 130 130 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 123 130 130 130 130 84 114 130 13Q 1 130 130 90 107 in13Q 136 130 96 100 120 130 1301 130 102 94 113 130 130 13Q 108 89 107 130 130 130 114 84 101 126 130 130 120 80 96 120 130 130 126 76 91 114 130 130 132 73 87 109 130 130 138 70 83 T 104 130 130 144 67 80 100 130 130 150 64 77 96 128 130 156 62 74 92 123 130 162 59 71 89 119 130 7 69 86 114 130 q7f�4- S dfi 83 I]0 13Q 3 64 80 107 130 2 62 77 103 130 192 50 60 60 60 60 198 48 58 60 60 1 60 204 47 56 60 60 60 210 46 55 60 60 60 216 44 53 60 60 60 222 43 52 60 60 60 228 42 51 60 60 60 234 4I 49 6tl 6Q 60 240 40 48 60 60 60 246 39 47 59 60 1 60 252 38 46 57 60 60 258 37 45 56 60 60 264 36 44 55 60 1 60 270 36 43 53 60 1 60 276 35 42 52 60 60 282 34 41 51 60 60 288 33 40 50 60 60 294 33 39 49 60 60 300 32 38 48 60 60 306 31 38 47 60 60 312 31 37 46 60 60 318 30 36 45 60 60 324 30 36 44 59 60 330 29 35 44 58 6Q 336 29 34 43 57 6Q 342 28 34 42 56 60 348 33 41 55 60 354 33 1 dl 54 60 360 32 40 53 60 114" PANELMATE FEMALE SCREEN SPANS UP TO (In) HOLLOW BLOCK ANCHOR SPACING INCHES 12 10 8 d 4 48 125 130 130 130 130 54 111 130 130 130 130 60 100 120 130 130 130 66 91 109 130 130 130 72 83 100 125 130 13Q 7B 77 92 i15 130 1 130 84 71 86 107 130 130 90 67 80 100 130 130 96 63 75 94 125 130 102 59 71 88 118 130 108 56 67 83 111 130 1T4 53 63 79 105 130 120 50 60 75 100 130 126 48 57 71 95 130 132 45 55 68 91 130 138 43 52 65 87 130 144 42 50 63 83 125 150 40 48 60 80 120 156 38 46 58 77 115 162 37 44 56 74 111 168 36 43 54 71 107 174 34 41 52 69 103 180 33 40 50 67 100 186 32 39 48 65 97 192 31 38 47 60 60 198 30 36 45 60 60 204 29 35 44 59 60 210 29 34 43 57 6Q 216 28 33 42 56 60 222 32 41 54 60 228 32 39 53 60 234 31 38 51 60 240 30 38 50 60 246 29 37 49 60 252 29 36 48 60 258 - 28 35 47 60 264 34 45 60 270 - 33 44 60 276 33 43 60 282 32 43 60 288 3 1 42 60 294 31 41 60 300 30 40 60 306 29 39 59 312 29 38 58 318 - 28 38 57 324 - 37 56 330 36 55 336 36 54 342 35 53 348 34 52 354 3d 1 51 360 33 50 4 3 114" PANELMATE MALE SCREEN SPANS UP TO {inl HOLLOW BLOCK ANCHOR SPACING INCHES 12 10 8 6 4 48 125 130 130 130 130 54 111 130 130 130 130 60 100 120 130 130 130 66 91 109 130 1 130 130 72 83 100 125 1 130 130 78 77 92 115 130 130 84 71 86 107 130 130 90 67 80 100 130 130 96 63 75 94 125 130 102 59 71 88 118 130 108 56 67 83 111 130 114 53 63 79 105 130 120 50 60 75 100 130 T26 48 57 71 95 130 132 45 55 68 91 130 138 43 52 65 87 130 144 42 SO 63 83 125 150 40 48 60 80 120 156 38 46 58 77 115 162 37 44 56 74 111 168 36 43 54 71 107 174 34 41 52 69 103 1B0 33 40 50 67 100 186 32 39 48 65 97 192 31 38 47 60 60 190 30 36 45 60 60 204 29 35 44 59 60 210 29 34 43 57 6Q 216 28 33 42 56 60 222 - 32 41 54 60 228 32 39 53 60 234 31 38 51 60 240 30 38 50 60 246 29 37 49 60 252 29 36 48 60 258 28 35 47 60 264 34 45 60 270 33 44 60 276 33 43 60 282 32 43 60 288 31 42 60 294 311 41 60 300 30 40 60 306 29 39 59 312 29 38 58 318 28 38 57 324 37 56 330 36 55 336 36 54 342 35 53 348 34 52 354 34 51 360 33 S0 4 3 2 I i H V R M S G iiV) w �z VI?' F Ur■ 'a z Oq LLI E h ❑ � g w o rye, p{ 2 6 ` a x y N C 4 V � a v 0 1-- 0 C M haw ]L 1 z U OWm u z w Jy B 1= o �W3Q Z a U 4 w t 27 A 2 1 12 11 10 9 HOLLOW BLOCK TABLES H G F E D C B A 114" C RETE-FLEX SCREEN SPANS UP TO [In) HOLLOW BLOCK ANCHOR SPACING INCHES 12 10 8 6 4 48 120 130 130 130 130 54 107 128 130 130 130 60 96 115 130 130 130 66 87 105 130 130 130 72 80 96 120 130 330 78 74 89 111 130 130 84 69 82 103 130 130 90 64 77 96 128 130 96 60 72 90 120 130 102 56 68 85 1 113 130 103 53 64 80 107 1 130 114 51 61 76 101 130 120 48 58 72 96 130 126 46 55 69 91 130 132 44 52 65 87 130 138 42 50 63 83 125 144 40 48 60 80 120 150 38 46 58 77 115 156 37 44 55 74 1 111 162 36 43 53 71 1 i07 168 34 41 51 69 103 174 33 40 50 66 99 180 32 38 48 64 96 186 31 37 46 62 93 192 30 36 45 60 60 198 29 35 44 58 60 204 28 34 42 56 60 210 33 41 55 60 216 32 40 53 60 222 31 39 1 52 60 229 30 38 1 51 60 234 30 37 49 60 240 29 36 48 60 246 - 28 35 47 60 252 34 46 60 258 33 45 60 264 33 44 60 270 32 43 60 276 31 42 60 282 31 41 60 288 30 40 60 294 29 39 59 300 29 38 58 306 25 38 56 312 37 1 55 318 36 1 54 324 53 330 52 336 51 342 M33 51 348 50 354 49 360 48 12 11 10 8 7 6 5 Jeffrey C. Friant, P.E. 11 Digitally signed by Jeffrey C. Friant, P.E. 60974 Date: 2020.1 a.19 12:44:21-04'00' 9 8 7 6 5 318" THREADED ROD S. EPDXY SCREEN SPANS UP TO [in) HOLLOW BLOCK Iwith 3-112" SCREEN TUBE) ANCHOR SPACING INCHES 12 10 8 6 48 130 130 130 130 54 130 130 130 130 60 120 130 130 130 66 109 130 130 130 72 100 120 130 130 78 92 111 130 130 84 86 103 129 130 90 BO 96 120 130 96 1 75 90 113 130 102 71 85 106 130 108 67 80 100 130 114 63 76 95 126 120 60 72 90 120 126 57 69 86 114 132 55 65 82 109 138 52 63 78 704 144 50 60 75 100 150 48 58 72 96 156 46 55 69 92 162 44 53 67 89 168 43 51 64 86 174 41 50 62 83 1$0 40 48 60 1 80 186 39 46 58 60 192 38 45 56 60 198 36 44 55 60 204 1 35 42 53 60 210 34 41 51 60 216 33 40 50 60 222 32 39 49 60 228 32 38 47 60 234 31 37 46 60 240 30 36 45 60 246 29 35 44 59 252 29 34 43 57 258 28 33 42 56 264 33 41 55 270 - 32 40 53 276 - 31 39 52 282 - 31 38 51 288 30 38 50 294 29 37 49 300 29 36 48 306 28 35 47 312 35 46 318 34 45 324 33 44 330 33 44 336 32 43 342 32 42 348 31 41 354 31 41 360 30 40 4 3 318" HOLLOW SET [Simpson) GREEN SPANS UP TO (in) HOLLOW BLOCK ANCHOR SPA ING INCHES 12 10 8 6 4 48 63 75 94 125 188 54 56 67 83 111 167 60 50 60 75 100 150 66 45 55 68 91 136 72 42 50 63 83 125 78 38 46 58 77 115 84 36 43 54 71 107 90 33 40 50 67 100 96 31 38 47 63 94 102 29 35 44 59 8 108 28 33 42 56 83 114 - 32 39 53 79 120 30 38 --YF 75 126 29 36 48 71 132 - 34 AS 68 138 33 43 65 144 - 31 42 63 150 30 40 60 156 29 38 58 162 28 37 56 168 36 54 174 34 52 1B0 - 33 50 186 - 32 48 192 - 31 47 199 30 45 204 29 44 210 29 43 216 28 42 222 41 22$ 39 234 38 240 38 246 37 252 36 258 35 264 - 34 270 33 276 33 282 32 288 - - 31 294 - 31 300 30 304 29 312 29 318 28 324 28 330 - 336 - 342 348 354 - 360 4 3 2 1 H 28 A 2 1 I 11 10 9 HOLLOW BLOCK TABLES H G F E 7 D C B A STRAP BRACKET W1 TWO 114" CRETE-FLEX or 114" TAPCON SCREEN SPANS UP TO (in) HOLLOW BLOCK ANCHOR SPACING (INCHES) 18 16 12 10 8 48 117 130 130 130 130 54 104 117 130 130 130 60 93 105 130 130 130 66 85 95 127 130 130 72 78 88 117 130 130 78 72 1 81 108 129 130 84 67 75 100 120 130 90 62 70 93 112 130 96 58 66 88 105 130 102 55 62 82 99 T24 T08 52 58 78 93 117 114 49 55 74 88 111 720 47 53 70 84 105 126 44 50 67 80 100 132 42 48 64 76 95 138 41 46 61 73 91 144 39 44 58 70 88 150 37 42 56 67 64 156 36 40 54 65 81 142 35 39 52 62 78 168 33 3B 50 60 75 174 32 36 48 5B 72 180 31 35 47 56 70 186 30 34 45 54 68 192 29 33 44 53 60 198 28 32 42 51 60 204 31 41 49 60 210 30 40 48 60 216 29 39 47 58 222 28 38 45 57 228 37 44 55 234 36 43 54 240 35 42 53 246 34 41 51 252 33 40 1 50 258 33 39 49 264 32 38 48 270 31 37 47 276 30 37 46 282 30 36 45 280 29 35 44 294 29 34 43 300 28 34 42 306 - 33 41 312 32 40 8 7 a 318" THREADED ROD & EPDXY SCREEN SPANS UP TO jirll HOLLOW BLOCK (wl UMBRELLA INSERTS) ANCHOR SPACING INCHES 12 10 8 6 48 T30 130 130 130 54 130 130 130 130 60 130 130 130 130 66 130 130 130 130 72 130 130 130 130 78 123 130 130 130 84 114 130 130 130 90 107 128 130 96 T00 120 130 102 94 113 130 108 89 107 130 d3o 114 84 101 126 120 80 96 120 126 76 91 114 32 73 67 109 139 70 83 104 130 144 67 80 100 130 150 64 77 96 128 156 62 74 92 123 162 59 71 89 119 168 57 69 86 114 174 55 66 83 110 180 53 64 80 107 186 52 62 77 103 192 50 60 60 60 198 48 58 60 60 204 47 56 60 60 210 46 55 60 60 216 44 53 60 60 222 43 52 60 60 228 42 51 60 60 234 41 49 60 60 240 40 48 60 6D 246 39 47 59 60 252 38 46 57 60 258 37 45 56 60 264 36 39 44 55 60 270 43 53 60 276 35 42 52 60 282 34 41 51 60 288 33 40 50 60 294 33 39 49 60 300 32 38 48 60 306 31 38 47 60 312 31 37 46 60 318 30 36 45 60 324 30 36 44 59 330 29 35 44 58 336 29 34 43 57 342 28 34 42 56 348 - 33 41 55 354 - 33 41 54 360 321 40 53 5 4 3 2 1 H Allo b$a Epoxy drmdi & Type,: 11 Powers 13% 21 ITW RedHepd A7 8 7 6 5 N � u ell �i` G s� >r 1(j xb F CJYJ `� z i vi LLJ GC E N LL r u Z3Wc y W C D cri x 4 1-- C IUI C] € D ir � o a ii U � *oCo z f8p Jeffrey C. Dlgftaliy signed o o x by Jeffrey C. Friant, P.E. Friant, P.E.60974 A Date:2020.10.19 29 6a9%4 12:45:07-04'00' 4 3 2 1 H G F E D C B A 12 I1 10 12 11 10 9 8 7 1 4' PANELMATE INSERTS SCREEN SPANS UP TO (in) WOOD SYP (SG,55) ANCHOR SPACING INCH i2 TO F 8 6 1 4 48 1301 1301 130 130 1 130 $4 130 130 130 130 1 130 60 130 130 130 130 130 66 127 130 130 130 136 72 116 130 130 130 130 78 107 129 130 130 130 84 100 120 130 130 130 90 93 112 130 130 130 96 87 105 130 130 130 102 82 99 123 130 130 108 76 93 116 130 130 114 73 88 110 139 130 120 70 84 105 130 130 126 66 80 100 130 130 132 63 76 95 127 130 138 61 73 91 IV 130 144 58 70 87 116 130 150 56 67 1 84 1 112 130 1S6 54 64 81 1 107 130 162 52 62 78 3 130 168 50 60 75 100 130 174 46 58 72 96 130 ISO 47 56 76 93 136 186 45 54 68 90 130 T92 44 52 60 60 60 198 42 51 60 60 60 204 41 49 60 60 60 210 40 48 60 60 60 216 39 47 58 60 60 222 38 45 1 S7 60 60 228 37 44 55 60 60 234 36 43 54 60 60 240 35 42 52 60 60 246 34 41 51 60 60 252 33 40 50 60 60 258 49 60 60 264 32 38 48 60 60 270 31 37 47 60 60 276 30 36 46 60 60 282 30 36 45 59 60 288 29 35 44 58 60 294 28 34 43 57 60 30D - 34 42 56 60 306 - 3 41 55 60 312 32 40 54 60 318 32 1 40 53 60 324 1 3i 1 39 52 60 339 30 1 38 51 60 336 30 37 5D 60 342 29 37 49 60 36 48 b0 S54 28 35 47 60 35 47 60 9 8 7 6 5 A 3 2 1 nnc,�wn.r, Jeffrey C. Friant, P.E. 60974 0e �:420 fl 93245;36- 4'00by Jeffrey C. nt P.E.60974 n � 114" PAN ELMATE FEMALE SCREEN SPANS VP TO (in) WOOD SYP {SG .551 ANCHOR SPACING LNCHES 12 10 8 1 6 4 48 130 T30 130 1 130 130 54 130 130 130 130 130 60 130 130 130 130 130 66 127 130 130 130 130 72 116 130 130 130 130 78 107 129 130 130 130 84 100 120 130 130 130 90 93 112 130 130 130 96 87 i T05 I3O 13D 1 102 82 99 123 130 130 108 78 93 116 130 130 114 73 88 110 130 130 120 70 84 105 130 130 126 66 80 100 1 130 T32 63 76 95 t27 130 138 61 73 91 121 130 144 58 70 87 116 30 150 56 67 84 112 1 130 156 54 64 81 1 107 1 130 162 52 62 78 1 103 1 130 169 50 60 75 100 130 174 48 58 72 96 130 180 47 56 70 93 130 186 45 54 68 90 130 T92 44 52 60 60 60 198 42 51 60 60 60 204 41 d9 60 60 210 40 48 60 60 216 39 47 S8 60 60 222 38 45 57 60 60 228 37 44 55 60 60 234 36 43 54 6D 60 240 35 42 52 60 60 246 34 41 51 60 60 252 33 46 50 60 60 2S8 32 39 49 60 60 264 32 38 48 60 60 270 31 37 47 60 60 276 30 46 60 60 282 4 59 60 288 29 35 44 58 60 294 34 43 57 60 300 34 42 56 1 60 306 33 41 55 60 312 32 40 54 60 318 32 40 53 60 324 31 39 52 60 330 1 30 38 51 60 336 30 37 50 6D 3d2 29 37 49 60 348 29 36 48 35435 47360 t 35 47 1/4" PANELMATE MALE SCREEN SPANS UP 70 �� WOOL] SYP ISG .551 ANCHOR SPACING INCHES 12 10 1 8 1 6 4 46 13D 130 130 1 13D 130 54 i30 130 130 1 130 130 60 130 130 130 130 130 66 127 130 130 130 130 72 116 130 130 130 130 78 107 129 130 130 T 120 13D 130 130 93 112 130 130 130 87 105 T30 130 130 W184100 82 99 123 130 130 76 93 116 130 130 73 88 110 130 i 070 84 105 130 130 66 80 10D 130 130 1 132 63 76 95 127 130 138 61 73 91 121 130 144 58 70 87 116 130 150 56 67 84 112 I 156 54 64 81 107 130 162 52 62 78 103 130 168 50 60 75 100 130 174 48 58 96 130 180 47 56 70 93 130 186 45 S4 68 90 130 192 44 52 60 60 60 198 42 51 60 60 60 204 41 49 60 60 60 210 40 48 60 216 39 47 58 60 60 222 38 45 57 60 60 228 37 44 5 60 60 234 36 43 54 60 60 240 35 42 60 60 246 34 41 51 60 60 252 33 40 _ 50 60 60 2S8 32 39 49 6D 60 264 32 38 48 60 60 270 31 37 47 bQ bo 276 30 36 46 60 60 282 30 36 45 59 60 288 29 35 44 58 60 294 28 34 i 57 60 300 34 42 56 60 306 33 41 55 60 312 3 40 54 60 318 32 40 53 60 324 39 52 60 330 W 38 51 60 336 30 37 50 60 342 29 37 49 d0 348 29 36 46 60 354 28 35 47 60 360 35 47 60 6 5 4 3 2 1 H 12 T1 10 WOOD TABLES H G F E C B A 318 COM80 ANCHOR or LAG BOLT SCREEN SPANS UP TO (in) WOOD (SYP w th SG 2 0.55) AtJCHOR SPACING IINCHES 16 14 12 1Q 6 48 124 130 130 130 130 64 110 126 130 1 130 60 99 113 130 130 130 66 90 103 120 130 130 72 83 94 110 130 130 78 76 87 102 122 330 84 71 8i 94 113 1 90 66 75 88 106 130 96 62 71 99 130 102 58 67 7 93 I 100 55 63 73 88 130 114 52 60 6 83 130 720 50 57 66 79 )30 126 47 54 63 75 t26 132 45 51 72 120 138 43 49 57 69 115 144 41 47 55 66 110 150 40 45 53 63 106 156 38 44 51 61 102 762 37 42 49 =9 98 168 35 40 47 57 94 174 34 39 46 55 11 180 33 38 44 53 88 186 32 36 43 1 51 85 192 31 41 50 60 198 30 34 40 48 60 204 9 = 3 47 60 210 28 32 38 45 60 216 31 37 44 60 222 1 6 4 60 228 30 35 42 60 234 4 4T 60 240 33 40 60 246 28 32 39 60 252 I 3B 60 258 31 37 60 264 30 36 60 270 29 35 59 276 29 34 57 28 34 56 33 55 32 54 K 32 53 31 52 30 51 30 50 29 49 330 29 48 336 28 47 342 46 3 8 46 354 45 3601 44 12 1T 9 8 7 I i2" COMBO ANCHOR or LAG BOLT SCREEN SPANS UP TO (�") WOOD (SYP with 5G x 0.55) ANCHOR SPACING INCHES 18 1 16 14 12 8 48 130 130 130 130 130 54 124 130 130 130 130 60 112 126 130 1 130 66 102 115 130 I 1 72 93 105 120 130 130 78 86 97 111 129 130 s4 80 90 103 1 130 90 75 84 96 1 112 96 70 79 90 105 130 102 66 74 85 99 130 108 62 70 80 93 I 114 59 66 76 88 .30 1 130 120 56 63 72 84 126 126 53 60 69 80 120 132 51 57 65 76 115 130 49 55 63 73 110 144 47 53 60 70 105 150 45 50 58 67 101 156 43 48 55 65 97 162 41 47 53 62 1 93 168 40 45 51 60 90 174 39 43 50 58 87 i80 37 42 48 56 84 186 36 41 46 54 81 192 35 9 45 53 60 198 34 38 44 51 60 204 33 37 42 49 6D 2I0 32 36 41 48 60 216 31 35 40 47 60 222 30 34 39 1 45 60 2x8 29 33 38 1 44 60 234 9 32 --37—T 43 60 240 28 32 36 42 60 246 31 35 41 60 252 2Q 34 d0 60 258 29 33 39 59 264 29 33 38 57 270 28 32 37 56 276 31 37 55 282 31 36 54 288 30 35 53 294 29 34 51 300 24 34 50 306 28 33 49 312 32 48 318 32 48 324 31 47 3" 31 46 336 1 30 45 342 1 29 44 348 29 43 354 28 43 360 42 6 5 4 3 2 1 BRACKETSTRAP WOOD [SYP with SG ;� 0.551 ANCHOR SPACING INCHES SCREEN SPANS UP TO (�") TS 1 16 12 1 10 1 8 48 130 1 130 130 1 130 1 130 54 130 130 130 1 130 130 60 130 130 1301 130 13 66 130 130 130 1 130 130 72 130 130 130 1 130 130 78 123 130 130 I 13 1 84 114 129 130 130 130 90 107 120 130 Fl30 130 96 100 113 1301 130 130 102 94 106 1301 130 130 108 89 100 13Q1 130 130 114 84 95 126 130 130 120 80 90 120 136 130 126 76 86 114 130 130 132 73 82 109 130 130 138 70 78 104 125 1 130 144 67 75 100 120 130 150 64 72 96 115 130 156 62 69 1 92 111 130 162 1 59 67 89 107 130 166 57 64 86 103 129 174 5562 83 99 124 18Q 53 60 80 96 120 186 51 58 77 93 116 192 50 56 75 90 113 198 48 1 55 73 87 109 204 47 5 71 85 106 210 46 51 69 82 103 216- 44 50 67 80 100 222 43 49 65 78 97 228 42 47 63 76 95 234 41 46 62 74 92 240 40 45 60 72 90 246 39 44 59 70 88 252 38 43 57 69 86 258 37 42 56 67 84 264 36 41 55 65 62 270 36 40 53 64 80 276 35 39 52 63 78 282 34 38 51 61 77 288 33 38 50 60 75 294 33 37 49 59 73 300 32 36 48 58 72 306 31 35 47 56 71 31Z 31 35 46 55 69 10 9 8 7 6 G �U Z 22 F C) Z § x r!1 � � E L:i w a w s Z ac 4 0 S� Q n a m D `a � U C iE U o x B 3€3� o 9 Digltalty signed by Jeffrey A Jeffrey C. Fria nt, C. Friant, Pl.60974 P.E.60974 Date: 20211.10.1912*460231 -04,00, 5 4 3 2 1 STRAP BRACKET WiTWO 114" C RETE-FLEX or 1 4" TAPCON SCREEN SPANS UP 10 (I"� WOOD {SYP With SG 2 0.55) ANCHOR SPACING INCHES 16 1 14 1 12 10 1 8 48 130 130 130 130 130 54 130 130 130 130 130 60 120 130 130 130 130 66 109 125 130 130 130 72 100 114 130 130 130 78 92 105 123 130 130 84 86 1 98 114 130 130 90 80 1 91 107 128 130 96 75 f 86 100 120 130 102 71 1 81 94 113 130 1011 67 76 89 107 3 114 63 72 84 101 126 120 d0 69 80 96 120 126 57 65 76 91 114 132 55 62 73 87 109 138 52 60 70 83 104 144 50 57 67 80 150 48 55 64 77 96 156 46 53 62 74 92 162 44 51 59 71 89 168 43 49 57 69 86 174 41 d7 55 66 83 180 40 46 53 64 80 186 39 44 52 62 77 192 38 43 50 60 60 198 36 42 48 1 58 60 204 35 40 47 1 56 60 210 34 39 46 55 60 216 33 38 44 53 60 222 32 —37- 43 52 60 228 32 36 42 51 60 234 31 35 41 49 1 60 240 30 4 40 48 60 246 29 33 39 47 59 2 33 38 46 57 25252 8 2 3 37 4 Sd 264 31 36 44 55 270 30 36 43 53 276 30 35 42 52 282 29 34 41 51 288 29 40 50 294 33 39 49 300 32 38 48 306 31 38 47 312 31 37 46 12 11 10 9 a ALUMINUM & STEEL TABLES T`°�LOE SSAWAY MMY fiFAN�, H F E • p C 8 A 12 1t 10 114" SAMnnY SCREEN SPANS U(iiO ('n( 16 GA Steel (A36) ANCHOR SPACING INCHES 12 10 1 8 1 6 4 48 123 130 1 130 1 130 130 54 109 130 1 130 130 130 60 98 118 S30 130 130 66 89 107 Tap 130 130 72 82 98 123 130 130 78 76 91 114 130 130 84 70 84 105 130 130 90 66 79 98 130 130 96 62 74 92 123 130 102 58 69 87 116 130 108 55 66 1 82 109 130 114 52 1 62 1 78 104 130 120 49 59 74 98 130 126 47 56 70 94 130 132 45 54 67 1 89 130 138 43 51 64 86 128 144 41 49 62 82 123 150 39 47 59 79 118 156 38 45 57 76 114 162 36 44 55 73 109 168 35 42 53 70 105 174 34 41 68 102 180 33 39 66 98 186 32 38 63 95 192 31 37 L43 60 60 T98 30 36 60 60 204 29 35 58 60 210 28 34 42 56 60 216 33 41 55 60 222 32 40 53 60 228 31 1 39 1 52 60 234 30 1 38 1 56 60 240 30 37 49 60 246 29 36 48 60 252 - 28 35 47 60 258 34 46 60 264 34 45 60 270 33 44 60 276 32 43 60 282 31 42 60 288 31 41 60 294 30 40 60 300 30 39 59 306 29 39 58 312 28 38 57 318 - 37 56 324 36 55 330 36 54 336 - 35 53 342 35 52 348 34 51 354 33 50 360 33 49.. 9 8 7 6 5 114" TEKS rSFANS 118" Aium (MIN 6063-TS) ANCHOR SPACING INCHES 12 1 10 8 1 b 1 4 48 127 130 130 130 130 54 113 130 130 130 130 60 102 122 130 130 130 66 92 111 130 130 T30 72 85 102 127 130 130 78 78 94 li7 130 130 84 73 87 109 130 130 90 68 Si i02 130 130 96 64 76 95 127 130 102 60 72 90 120 130 ]08 56 68 85 113 130 114 53 64 80 107 130 120 51 61 76 102 130 126 48 58 73 97 130 132 46 55 69 92 130 138 44 53 66 88 130 144 42 51 64 85 127 150 41 49 61 81 122 156 39 47 59 78 117 162 38 45 56 75 113 168 36 44 54 73 109 174 35 42 53 70 105 180 34 41 51 68 102 186 33 39 49 66 98 172 32 38 48 60 60 198 31 37 46 60 60 204 30 36 45 60 60 210 29 35 44 58 60 216 28 34 42 56 60 222 33 41 55 60 228 32 40 53 60 234 31 39 52 60 240 30 38 51 60 246 30 37 50 60 252 29 36 4B 60 258 28 35 47 60 264 - 35 46 60 270 34 45 60 276 33 44 60 282 32 43 60 288 32 42 60 294 31 41 60 300 30 41 60 306 30 1 40 60 312 29 1 39 59 318 29 38 58 324 28 38 56 330 37 55 336 36 54 342 36 53 348 35 53 354 34 52 360 34 51 7 6 5 4 3 2 1 niu. c Kryi. r r H G a F VI z• Lu N w E [!S W n ul o _ Z i li p 8 P 0 N m 4 J N Q z ❑ cr7 U Ql 0 V N C Lu . ow Y � =gym 8 = U oc "3iW B Z �aw� ©a Digitally signed by JefFrey Jeffrey C. FrIant, A C. Friant, P.E. 60974 n P.E.60974 Date: 2020.10.1912A6:31 � 2 -04'00' I? 1 1D ALUMINUM & STEEL TABLES H G F E D C B A 1 4" TEKS SCREEN SPANS UP TO {in} 118" Steel (A361 ANCHORS ACING INCHES 14 12 10 8 6 48 130 130 130 130 130 34 130 130 130 130 130 60 130 1 130 130 T30 66 130 130 130 130 130 72 130 130 130 130 130 78 1 130 130 130 130 84 122 130 130 130 130 90 114 130 130 1301 130 96 167 125 130 130 130 102 1 101 I iIB 130 130 t30 t48 95 kll 730 k30 I 114 1 90 1 105 126 130 130 120 86 100 120 130 130 126 82 95 114 130 130 132 78 91 109 130 130 13B 75 87 104 130 1 13D 144 71 83 100 125 I ❑ 150 69 1 80 96 12D 130 156 66 j 77 92 116 130 162 63 1 74 89 111 130 160 61 71 86 107 130 174 59 6 83 103 130 180 67 80 100 I 186 55 65 77 97 129 192 54 60 60 60 60 198 52 60 60 1 60 6Q 204 50 59 60 160 60 210 4 57 60 d0 6 216 56 60 60 222 46 54 60 60 60 228 45 53 60 60 1 60 234 44 51 60 60 60 240 43 50 60 60 60 12 11 10 v 8 14" TEKS SCREEN SPANS UP TO {in} I18" Steel [A36j AN HOR SPACING INCHES 14 1 12 10 8 6 240 43 50 60 60 60 246 42 49 59 60 60 252 41 48 57 60 258 40 47 56 60 60 264 39 45 55 6G 60 270 38 44 53 60 60 276 37 43 52 60 1 60 282 36 43 51 60 1 60 288 36 42 50 60 60 294 35 41 49 60 60 300 34 40 48 SG 60 306 34 39 47 59 60 312 33 38 46 58 60 318 32 38 45 57 60 324 32 37 44 56 60 330 31 36 44 55 60 3U 31 36 43 54 6G 342 30 35 42 -33-1 60 348 30 34 41 52 1 60 354 29 34 41 51 60 360 29 33 46 50 60 366 8 49 60 372 28 60 376 6D 384 47 390 1 37 46 60 396 46 6G 402 45 60 408 29 35 44 59 9 8 7 6 114" TEKS GREEN SPANS DP TO (in1 114" Alum (MIN 6063-M5 ANCHOR SPACING INCHES 14 12 10 1 8 6 48 130 130 130 130 130 54 130 130 1301 130 130 60 130 130 130 130 130 66 130 130 130 130 130 72 130 130 130 130 130 78 130 130 130 130 130 84 130 130 130 130 130 90 130 130 130 130 130 96 130 130 130 130 102 130 130 -IN 130 130 130 108 130 130 130 130 130 114 130 136 1 130 130 120 130 130 j-& 130 130 126 126 130 130 130 130 132 120 130 130 130 i30 }38 115 130 130 130 130 144 110 128 130 130 130 150 106 123 i3p 130 130 156 102 118 130 130 130 162 98 114 130 1 130 130 166 94 110 130 130 130 174 91 106 127 13Q 130 180 88 103 123 130 130 186 85 99 119 130 130 192 60 60 60 60 60 198 60 60 60 60 60 204 60 60 60 60 60 210 60 60 60 60 60 216 60 60 60 6D 60 222 60 60 60 60 60 226 60 60 60 60 60 234 60 60 60 d0 60 240 60 60 60 60 7 6 5 4 3 2 1 H 1 loCTEKS SCREEN SPANS UP TO [in} I14" Alum (MIN 6063-T5) ANCHOR SPACING INCHES 14 12 10 J 8 6 240 60 60 60 60 60 246 60 60 6❑ 60 60 252 60 6D 60 60 60 258 60 60 60 60 60 264 60 60 610 60 60 270 59 60 60 6 60 276 57 60 6Q 60 b0 262 56 60 60 60 60 288 55 60 60 60 60 294 54 60 60 60 1 60 300 53 60 60 60 60 306 52 60 60 60 60 312 51 59 60 60 60 318 50 58 60 60 60 324 49 57 60 60 60 60 60 330 48 56 60 336 47 55 60 60 60 342 46 54 60 60 60 348 46 1 53 60 60 60 354 45 52 60 60 60 360 44 51 60 60 60 366 43 50 60 57 60 372 43 49 60 56 60 378 42 48 59 55 60 384 41 48 58 54 60 3" 41 47 57 53 60 396 40 47 56 52 60 402 39 46 1 55 1 5Y i 60 408 34 45 1 54 1 50 I m w o � v7 U D C g# t z U o�c p MEy 'S 8 �a�� pigitally signed by Jeffrey Jeffrey C. Friant, C. Want, P.E.60974 A P.E.60974 Date! 2020.10-1912:46:52 33 -04'00' 1 4 3 2 1 H G F E ti o C 8 A 12 11 10 EARTH TABLE EARTH ANCHOR 30" x 117' Shoft x d" Hellx SCREEN SPANS UP TO (in) SOIL CLASS 4A MEDIUM DENSE SAND ANCHOR SPACING (INCHES) 24 1 24 2 243 48 130 130 130 54 130 130 130 60 130 130 130 66 127 130 130 72 117 130 130 78 1 108 130 130 84 I 100 129 13 90 93 120 130 96 88 113 130 102 82 106 130 108 78 100 130 114 74 95 126 120 70 90 120 126 67 86 114 132 64 82 109 138 61 78 104 144 58 75 100 150 1 56 72 96 156 54 69 92 162 52 67 89 168 50 64 86 174 48 62 83 180 47 60 80 186 45 58 77 192 1 44 56 60 198 1 42 55 60 204 41 53 1 60 2110 40 51 60 216 39 50 60 222 38 49 60 228 37 47 60 234 36 46 60 240 35 45 60 246 34 44 59 2$2 33 43 57 258 33 42 56 264 32 41 55 270 31 40 53 276 30 39 52 282 30 38 51 288 29 38 50 294 29 37 49 300 28 36 48 306 35 47 312 35 46 318 34 45 324 33 44 330 33 44 336 32 43 342 32 42 348 31 41 3$4 31 dl 360 30 40 9 8 7 6 5 4 3 2 1 IIQTES: H 1 I Use when soil conditions are visually identified to be loose to medium dense sand (50il C1055 011 21 Use when swl conditions are mechon"ly identified to be Soil Class 3. 31 use wtlh Stnbilirer plo lei are used when soil conditions are visually identfed to be loose to medium dense sand (Soil Class 4AI a) Sail Class 3; 24-39 blow count device of 35 1 -550 a torque probe b) Soil Class 4A! i? 23 blow count device or 276350 o torque probe y 12 11 10 9 Z � vi W Cn p LL N E W VI 12 ^� ( W Y nr a m o N LL V) En Y a n 1-- o 0 C tz �5 i z o z E 0 6 v O u_ a 10 x d of ; f oas Digitally signed by Jeffrey Jeffrey C. Fria nt, A C Friant• P.E. 60974 P.E.60974 Dote-2020.10.1912:47.13 34 -04'00' 8 7 6 5 4 3 2 I