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APPROVED, FL 11291.1
a 12J21I2020 Fiori�a Building Code Online WS Home Log in UserRegigr7tlOn Not Topes Sub�MK surcnarpe Stats a Facts Pulsllcatlons Contact Us SCIS Site Map r+ Product Approval j§�L:J,IUSER Public User r ProClwo or 8QRbcatlon Search a gp,llhcatlan List ° Applicatlpn 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 b ris t @g ets ma rtcom pa n ies, tom Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D. Rist Address/Phone/Email 6182 Idfewild Street Fort Myers, FL 33966 (239) 278-9092 brist@Stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (561) 322-5325 dreames@getsmartcompa n ies. cam Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jeffrey C. Fr#ant, 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] EL11291 R9 COI_ FL11291 R9 Certificate of lndeoendenre.Ddf Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1986 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 hops:llwvwv.floridabuilding.org/pr/pr_app_dll.aspx7param=wGEVXCiMDgs6WGOndl JHYkUNzMffBoNkRYU8uMrNTrn84shgNgeuLZC}%3d%3d 112 1212W020 e . . Fonda,Building Coda Online ASTM E330 2010 ASLM G154 2016 ASTM G155 2013 TAS 201 1g94 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or AroMtect FLlt29t R9 Fauly FLI I]9t R9 letter or Eavalenre.[Mf Sections from the Code Product Approval Method Method I Option D Date Submitted 10/20/2020 Date Validated 10/22/2020 Date Pending FBC Approval 10/28/2020 Date Approved 12/15/2020 SummaL[.pf pYeducts FLA Model, Number or Name Description 11291.1 Storm Catcher Wind Abatement HVH2 & Nan-HVH2 Screen System Limits of Use Installation InstruNons Approved for use in HVH2: Yea FLI1291 R9 11 Installation lestmRion xi f Approved for use outside LIVH2: Yes Verified By: Jeffrey C. Frlant, RE. PE0060974 Impact Reslailemb Yes Created by Independent Third Party: Yes Design Pressure: +130/-130 Evaluation Reports Dther15ee Installation InstruWans for additional limitations. FL11291 0.9 AE Evaluation Report odf Fated 0.9 AE Flre Tesoro W Letter odf Crcrea[ed by Independent Third Party: Yes J M Soh M MXEe Ie m amEEb emabye, lydlag NFlntlne. :: acmndlin 5v romia hw. email aMusus are wb@ re ... m. If Vau ao hat wen[ wur Pmeil.1. 1,-, m rtssvnx m a wtl1-rtaoM rmueu pa nn echo ekrvamc ®97 IF07El® bttps:/Ixw.v.11oridabuilding.«g/prlpr_app_dd.aspz9pamm=wGEV%OwIDgaWGOndlUHy UNzM NkRYUBWMTmB hgNgauUQ%3d%3d 2l2 P I 10 y B STORM CATCHER WIND ABATEMENT SCREEN SYSTEM H FOR USE INSIDE AND QUI51DE THE HIGH VELOCITY HURRICANE ON STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 11 ML Jeffrey �. Digitally signed by GLANTRAMPTORK Jeffrey C. Frian4 P.E. ANY 'LLULARP—OH—MR.R.—Z.E. Friant, P.E. w974 PUT MUMMURNONATICANS .1. R. PIT60974 Date :202p.10.19 NNRC.I-gIp l2:2]55-0R'00' SHGC"CROWN, TO. IO VSMCINIFdM SIaNOMOIFS, MNNY A. CALOPWEIRY Ill BOIL... AND UWING CLMP, INSUUIEO GL SS, COCALIFT E I2 j APW E HOROPPERTIETTM / AMeAE]1 I.E.. TIMPLIPSY: PRCHXECXRALIBIINGINC.FPESNO.CA WH465HM1 A SAME WAY TO O0.NN SHGC 5 W TERMS OFA RATIO: WNERE I THE MAXIMUM AMWNI OF SOLAP F. WMMA1CANCp TE OVGHAWINDOWM UET ELWTAMMNT,ANSHGCOFO.25MMMEANSTHAT 25ROFIM AMA BLESIX HFAl1SCOMJNGIHROUGHMEWINDOW, WHAYISVLI9 CH UT COMES THROUCA A MODUCT. V VPWSEYAl ANUMEERMTAWNO E UNIT E AND I.I HINER THE VI NUMBER, ME HIGHER THE POIFMIALiM DPYWNTING. EVALUATION BASED ON, REFER TO TABLES FENESTRAPON-511NG --A FOR FOR ALLOWABLE DESIGN PRESSURES PROJECTOR issen I- emo,. M. D I}B9U NB. Na. Moo TAB, No. IN.PROJECT Na. ISSB+R NOJK1 No. N1++ BUCKLE SPECIFICATIONS' Na. No. >Sol LAB. No, 9BSo MOJECTNo, 1. PROJECTOR. 1]�IM9 PATIERN: SPOKE MEM GRIP FILE No. I.. WDIR/DLNMEINEY W-O.IB' IHICRNESS:OASOY/-Dole G NB. W. .1W.YMP 9Bb MAIERIAOACETAL PROJECT No. Midd< PROTECTOR. 171. TO No. DNbS UR.. 9BBB wNR. +R3s STRAP SPECIFICATIONS' WPIECI W. 111. NOJECIW. I'll. PATTERN. XIMI" OUR OFF W42 W.Hp INS pIIUNAMnER:1915'y' PLO. "NECTA, R1199 FROJKI W. N7449 IHCKNFSS:P. .1-MOT B AVERAGE BREARSIRMGIX: NW Me UB No WNo 911 +6q PMIfROD NYESRR PROIKIIb. IF]59 PPOJKiNo, 1]-]199 LMW, HUNT L.N. No. INE NOIKI W. 1.11, PRO.IECINR. 1. SEWING' NOT SAN-1 No. I= IIb10DESIERMPEAD R IMALESPANS TILL lyyfl PROJKI W. 26215E NW/MIO PRE TERM SOL PANS UPI016'81/� IJ2PEFI CXWF% OREONVAIMT;SEFSIHCHING ONARSW SHENE, A HE] (HURRICANE ENGINEERING & TESTING, INC.( MESPNONO.I]FV11. "-X.,. ",XEO I".. a IFFfX 12 II 10 9 0 7 ! 6 5 4 3 GENERAL NOTES I. IN E 3YSTM DESCRIM BED HERON HAS BEEN DE]IGNEO AND TESTED NPCCOROPNCEWTx ME FLOP OP BVRgNGCODE SEVMEg11CN ]GAT ANp'g1a MERNOSONAL BUPwxG CODE FOR USE WIINx,WO OURCETIE HIGH ALOLm HLRRK NE ZONE PERASPMFSRE996,E ACTI MD IKA1, IDi ODUCTINFP aWE S. MIFSHALAONLYBELLATION MAY CNJUNCTIN ARE ?AM OFA PEINAMUMPIN REPORT MO KEPAMP LYBEUSFD IN CONJUNCTION WnNIXE EVP4YAPON REPOFI2UBMiI1EO fOR1M33-1 Y" WCR CROLD IN AWROVPL, ]. ,W AN,ANW LOAU EDNMLOWABLE CTINT C5S HAS BEEN HASBEE USED IN FOE3GNOFM6 D..`MNp LOAD OURAIlNFACTG(Ctl-IEHAi BEEN USED FOR WGCOANCXW DSWE SEAT HE ANSI NTINED SIGN PRESSURESCALCULATEDACME CORDANCE AM MDsr51F 3HALEREDEIFFMM. OSLMR E MPEENGREEPING IN BE LOU LEAD WIT THE GOVERN OR COOEPPPI PISTON PRENTEMENR3HALLBE655 MAx ORENFLSOME FOLKLORE M S DNNNYE DESIGN PPfSSURE CAPACIn'vA W 6 VSIFO XFRDN FOR ANY ASSEMBLY PRESUMES E. DESIGN PRESSVRESNOIKHERON ARE KNEW ONMAYIMIIMWED PRESSURES DIVUm GYPYSTEM IY FACTOR. 6. .1M, WE..O MM' RGMEWCMEENTS S NOMMUT..TO, RMAII]NF E SPKIFlC SIZE W3UWIION, FpP 51R COxglgrv3 giRREMFFOMIHECOHDIIYJM DNAIMHERON. A PECOtlm ENGINEER OR BMWNAlED MCRIKI SNAIL PREPARE SIR SFECMC DOCUMENTS FOR WE W CONNNCTON AM M6 WCUMENf ]. IRS PRODUCT IS CUSX I®AS IgKPOROUS. TIMING A MODERN OF LOU THAN IDR. FOR ME CWd10NS E HOVm W INS PRODUCT EVALUATION DOCUMENT, SO MEN PANELS MU51 COWLEIELY COYM AN OPENING IN ALL POSCII TO MEN STRONG EMPOOM REWWEMENG. B PERMIT HOLDER SEAT,INRY ME ApEWACY OF ME DIEW, SIRUCN4E IO WIMCAN0 PNIMPOSEO LOADS. P MAXMUM SPANS A.NIXON PRESSURE' PI WOE WADE AND SRAP/BUCRLE:I- 16n SPAN a I WRITE DESIGN PRESSURE AND > I 6 - 26" MAx. SPAN z WHIP MON MBME 9.2 ROLL GOWN TRACKS: 1-169 SPAN -INYSF01 PRESSURE AND a 16-J MAX SPAN .6MSF ONGN NESSVRE GrtOMME15; 141'MAX, SPAN= WIFE MOW PRESSURE 10. PMAXMUM ALLOWABLE C. NESSVRE: SEE 11, 1 2 69 ]ABOVE. II. A." WALL BEIERMPNENRY LABELED WITH MINIMUM OF ONE WEE PER PAWL COMNNING IHF FOLLOWING MINIMUM NFORMA.OD STORM WART INDUSTRIES. NC. 61 B21OLEN N SIREEf FONT MYERS, FL, M66 FT PRODUCT APPROVAL NO IF ;;Z; 1E. HURMGNE FFULL SCREENS AMALLOWABLE FOR POETICALLY P%IICPBEE FULL SCREHJSERE MSUNL ALLOWABLE FOR TWO HE PONE"Ke"IACIWENR WnN BOOEHECMN PFLECTIM VALLEA MXENFOESS LEOM THE NVHL 2OXE p, MNM RSPE REOONS THEN DEFLECTION VALII6 nREENFORLEO.SNDEFLECWNTABLE FOR3PEOFIC OFLEC ASSPINESEL RPROVALLES I]. EXC9FASEXNMBEINPIENTIEO�1[RBX,NO ADOXgNPtCNIINCwIpE60R ARESPAPPROUS11 . NUM WMEXLUSIW BE 60HE116 U.H.O. HURRICANE BARRIER WE ALROUL FAULLEN SURST ABLY, No 1. NOW All. CISI FORT 0 CONFROWHAT 5 H A 12 n TO H STITCHING - DETAILS OF SIIICIwf B REOLW® RW lPµ pEKRdI mGH. G g3IAN CE REIWHN MW50F S115CMING MAY vARC SIIfCM PAOEPNS REOLIREO NUMBER Cf 31RCX ROw55NJwN.MNIMUM. B I d 5 3 APPROVED EDGES STANDARD ROLLING SCREEN HEM: W O PANEL NIIM ��AIf �� F OSIP NYIW C019>IG OR ISMMPVC NY,=G xnGN LUF]IME snrcxlNG FABRIC E NnwcozRlwoP STRUCTURAL HEMS m GGRGNG O LUAIAPE I IT.rzsv u, S SPAH dRKIION EpC£;NO HFM Y PANEL XEN EFEOLp wELp =PANEL SPAN pRKIpN XEM'.t 1. GF SIIICHNG knra.;z �Puuu o W'wWESEwIBhI EWHG LO]P Y LOWN HXEp SIPAPILGOP 'I O.O GROMMET y�pGp�EM 11S I]S PNJEy PANE {— ` IAN. ALTERNATE FIXED STRAP/LOOP C snraNc SECTIONAL DETAIL FIXED STRAP/I OOP ❑ETAII ai.omimcH+c:e`Mp.Isnrcx�' oi:-RRdN."`wxs Srv.w,LGOP. PANH BUIAPE AP OR 3laII pNFM . tgPE L fHAC a nncxwc _ oREwu I snunun S1RAP Jeffrey C. DiiEF•ysigned by ria nt A U. M FFriant, P.E. P.E. 60974 SRUCMAL MACXMYNIFORSmAPE &IC¢E OREWN / pl Rowssmnn+c MN.seoxsnlcx a EAcxxuP Date:60974 12:28:34--0DO' L.. 12 1I 10 9 B 7 6 5 4 3 2 A v �- �` � � A�.0001�A'A1JJpp:'ppi � I� G %i♦iJi S� pi � S ;W♦'�i♦S♦�iSi i4 iSS...iiSOJ:a 0 / � -' � �i%Si• .•y♦Sri. / I .Jp .00.'i ♦ r ♦♦♦• ♦♦♦� �♦ S•i Ji ♦♦ ♦ Ji♦i♦J 1 ♦ • � ♦ ♦♦♦� 40•.y�.���� .�'�S♦�♦ J•JiSSS.'♦ i Ji0 ii0♦ rir✓O ♦♦ ♦♦ 1�'Si♦�'§� II / /B .:Sy O J. .S;.O •me♦m� ��♦m�u_e♦� L i �9 v , ®. _ v' I . � � v o.... .-> -�R ''♦i � ♦ x9 ♦i'� ♦ O'�Oi V -' ,p '�+r�s r.. ti:� '�i�`yv`?y a off..... i J��%�i�S��p: �•��y�yS'iTd�"SA' �'�`i i♦iip♦O♦r. 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(Dr=e , 12 11 10 9 8 7 6 5 4 3 2 I Jeffrey C. ff• Friant, P.E. 60974 rc�lnYC� F. FantvE.w974 /`y.-.. q k a w1:wn1a19 � 7:33M9 -0i'Em' � G CC 8 �G jj M W ,0ux00uuvEoeww, _• ffl ggR &3a E 7 1 E 12 11 10 9 B 1 a 5 4 3 3 1 TBT NE,wwu®�`EI« .vo.NE.."ARE.INGLJ°E "::.• p1°�RINIE�LLGR°pll�fRlf°: N E MIEEF°. MRpRNE L"' NW. ORLAMMCCIER.LEROLPEDUERTALTELDOARLAN Jeffrey ,Ujv[°['M,[°Cwu NWMM ..LOw ELOCL.,EELALUL O REL iNAw°CO E^"N E.�ONc MGI"'D'"UE°CUl",ATL DR.. TOe,: EEL-H woa°. C. Friant „,EETABLES 1 .°.p M R. Ru „ OR.PPR°PPwE reN oN9ren1 .. a e.P.CN wlmon.REONEREET, P.E. o..XOF.w '4 "O 74 • DigiGllysiyLetl IIry � J ' REIM C G FNan%PE G • C CGG'^ ... mv.RN�,w lewwE Date: WILL. gR •• •• rumxou 3030.10.19 cVI N y d`OR"=s�a, R. '• O WALMOMNiSE�iON /�Wq� 5e F N.L. LJu•www x-Nu x.xif /lWAluna•nM ON Pff g F lJ uliw'Id,u�Lx.!L. 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FnaM,P.E60 74 1Yi. 1E Date: 2020.10.19 q3 G �T 133535 -04'00' Q •R G i CK I R I � BLILPAwu ws F� CCCEa E �,ANaµ�— uao- wrum��Nrs RACK (�1REYFRSF ANSI FII'P'lRA('K %1STANµ. ARC T 1]11Ff]A.,A Ff)iRA('K ilx P wu� xu w T T.Awmwxm �/ >a. 5 aµL»rNr. xTs N �` y gIPPER KEYNOTES = DIFROWSSIR! rFACHSICE OF TIPPER 1IINRFAD: I3BDENIFP W � E B. ANYYSPRING CLIP W/MINIMUM RAIINGOFWLBS.WQ F 0. VVYYSFAIBEOwFdBING WITH OOP Q 0. SIRUCNRAL EDGF HEM. VARIES BY w^ LL a r F. T WUESSEP19wEBBING W/ Z BOx mrCN. F a 4 o ® Qms-q o a � � � 3 G Q ( APRROVED FOR UP TO SUPSF MANIMVM. C 2 UST BE INSGLtED IN SPAN DIRECTION, HBO 7M,AR WIND BRACE 3 SHALL NOT PENETRATE HEMS. 4 l9 a li'� wxN�w.w 5 @!!B TOM BAR WIND BRACE R LJw�„w.�a IM,x.E��N..�. A NoIr1F TRAOK 51 OT OFTAIL A E'IMRMBPR RRACE I6 RECCMENDED FOR $GREENS OVER 16Ff AN0 CJ MANDITORY FOR SCREEN$ pVEfl ]OFT 12 11 10 9 6 7 6 5 4 3 2 1 —'7t 'M M! E ------ _;,� O.O•.O❖.O4•.� .. ..... .11 .••Paai - A. 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Ftlant, P.E. 60974 IrvMmr r vNmo z su...0 r nN�a v. rarr xinwxaw..� Date: 2020.10.19 3 P b r °• r " r "" m 60974 12:36:38 -04'00' 12 11 10 9 8 7 6 5 1 3 2 1 > m n v m r n z E YC S EMMBUH- aUe. 9-- 8 tttbt tit; &C&-.OnA=Y 1e8S S SSSS CYa'°> i §f56d dfiYn .S- &S'= =�3 Cr GaS<SSSS o 'o sssSS SSSSSSS6S sssSS s SSssa-egg-g�4 ggggg--gggggg==20 a S SSSS SS S S SS SSS S SS - ---- 09na ss sssa ease s s sss ggggggg-ggggggggggggggggea tnYa�m nS"u`S&&C&to S`-jt a &S•" 'S'Sa9`<SN...�rfen'-'SaSo"�momm�nNtl'----'-------- 0 &S` - Wr YS<SSSSSSS SSSSSSma898Ptm drZtl tltl§S Sfi>i>i88 :� z z r �s ssssssssss ss ssssssssQW=»>ggggg -g-ggggggg Nn SS SSSS SSSSSSS SSSSSSSSSSSS0000 g8y,8ggg gyg 800005oe„ "sr� �B�"cNsBa"sv "a�»»e�ase8::c:SSaNrss>3s-aYoacsr& �_ =0im z m. . . . .m�s^s&�aoasNrxssN�s :mNasa ' �o -Nu r� a ern&-seg&aa&z U nS Ge�u mm�asa.ec» ggggg fN <SS`v&LS&o^.C&SS�tiSrG��SSSSSSSSUm�Y�a:ag =�ugg8gg88ggSr�'en �Qnq NG Ra`rS<SSSS SSSSS S SS SSSS�Pg-a,oU o`0 `05 d88d'd 8 8Y8' =h SS SSSSSSSSSSSSSSSS'S SSSSSSSgg yyS.-.----00888 Z m m m D w m m E DRWN CHO DATE STORM SMART INDUSTRIES, INC. STORM S.D.F. D.R./J.F. I0n]/tl1 M.,M....... SMART SIOPM GiCIIfF WIrD PBAhMFM 5Y51FM RIlAlA91MQ6 r .' nr it e.xxm e[useo xr xxrox[[ �H W,FL r u.aw m 0 v m c x 13 11 10 CONCRETE TABLES H G P E 0 C B 9 8 ) 6 5 4 3 3/81HREADED ROD a EPDXY UV THREADED ROD a EPDXY SCREEN SPANS UP iO (RI) POURED CONCRETE (Miry 3000 P511 CREEK $PANS MTO riot POUREDCONCREiE INNN 3000 P58 ANCHOR SPACING (INCHES) ANCHOR SPACING ONCHE]) 24 1 22 m 1 18 1 12 6 24 1 22 I m 1 18 1 12 6 H IN 13J I?D IJtI 1Jl1 1 240 50 55 60 60 60 60 !N I 13J 130 1>t1 130 3N 49 53 59 60 60 60 a in 1N IN 130 130 I 2 5 51 66 I in IN IN 130 5a 4 51 5640 12 IN IN IN IN 130 1 2M 4 50 55 60 !0 60 15 IN IN 130 130 13 I 270 44 48 53 59 W 60 I 130 I I 216 43 41 52 1 I IN I I I 292 43 46 51 57 60 60 16 I 1 130 Im 1 I 4 4 d 02 118 128 IN IN IN I 294 dl 45 49 Sd 60 IN 111 121 IN IJ0 in I m0 306 312 40 44 48 53 6066- 114 105 115 126 IN 1 I 39 43 47 52 60 60 in IN Im in IN 38 42 46 51 60 60 126 114 12 1W IX Sill 38 41 45 50 60 1]2 91 109 12 I 324 3) 40 44 49 60 inI 95 IN 116 I ]m ad 40 4 48 60 60 140 91 Im III IN IN 6 36 1 39 1 AS I m I 0 1 96 107 -1-ff IN ]4T 348 2L 38 42 1 47 1 60 60 1" ]] m 92 IN IN IN N 38 41 46 EO 60 162 4 1 I I mN 3I 41 45 60 6 163 11 78 86 95 IN 1 3f0 d0 44 174 6 83 92 -156 IN 366 312 9 dd 10 67 73 80 89 IN 130 196 6 06 7w 19 318 192 60 !D 60 60 60 3114 390 16 3 42 60 199 60 60 60 60 60 60 01 60 204 59 60 60 60 60 40 310 5 60 60 60 403 d0 b 216 56 60 dD 60 60 NIS 29 35 S9 = 54 59 60 60 2Ta 53 57 60 60 m5) 56 !D ED 60 240 50 55 60 LD 60 A 12 11 10 9 a 318' LDi ANCHOR SCREW SPANS POURED CONCREIE IMIN]000 PSI) UP1 AryCHOR SPACING INCHES) (in 18 1 16 1 14 12 as 1ao 130 130 lao I 64 IN 130 I 60 IN IN IN IN Im I 6t I IN IN 1 12 IN lm in IN I30 13p IN 130 1 ]a 130 130 1 30 90 130 IN IN IImwN I 90 130 I 130 in IN 1 9%60 130 130 IN 130 I 102 119 130 130 IN 130 I 114 112 126 IN 130 I 120 112 126 IN IN IN IN 130 11 126 107 Im IN 130 130 Ild 125 130 130 1 in 97 9] I 119 I in 1>0 93 I04 119 IN IN 130 130 1. 89 I 110 IV 130 I I50 85 96 110 128 120 130 I 1 8 9 10 1 130 130 162 62 79 89 12 11919 130 68 76 86 98 1141 IN I 110 74 83 95 110 160 ]1 80 S 24 I Lab 69 ) 4 1198 60 d0 0198 60 60 0 d00210 60 60 0216 M 59 600W 58 60 0228 -42 56 600234 55 N 00 60 7 6 5 3/8' LDi ANCHOR SCREW SPAM POURED CONCRETE I1WNWIMP51) UP i0 (H) ANCHOR SPACING (INCHES) U 1 It 1 14 1 iT 1 10 6 210 53 60 60 60 to 60 246 52 59 60 60 60 252 I 60 60 258 m 60 264 48 60 60 CD 60 2)0 60 60 60 276 46 60 60 60 60 2B 45 51 58 60 60 28 44 50 5] 60 60 29494 44 49 56 60 M 60 3m d3 48 d0 60 60 31 42 4 54 60 6060 32 18 41 46 60 6060 318 40 45 52 60 60 324 d0 44 51 59 60 60 330 39 44 50 58 60 60 336 38 0 99 57 60 60 SAS 37 4 55 6060 348 37 41 d 55 60 64 36 41 46 54 60 60 360 36 40 4 53 60 60 35 39 455 52 W 60 3 3 34 39 44 52 60 6D " 3d 44 51 60 60 W 399 73 38 W 49 W 60 60 30 33 3] 4 59 60 396 32 36 4T 4 6 409 32 3 5 48 408 31 355 4-F 4 56 6p Q � G d L �dA2 In III, K N C W B ppp®pg� IN Jeffrey C. Digitally signed by Jeffrey C. Frlant, P.E. Friant, P.E. 60974 C A 60974 Date:2020.10A9 J 1238:08404'00' 4 3 2 1 G f E D C B A -lItY:WI[]RFiaR�� ®<I7�S0�1fY1 �mmmm0 00mm�7m MEmmmT1mow"mKF:-1�57 O�Jm�imO tL��1.7m0lnm k?7 ���m0�m 0®0mmm Mlls-m M1I1IPiE 10IoF:-7IF51 m T7mSF70 11-MOF E,,,7 MM:7�37 �m0mmm �iarimm®m 0mmm®0 ®0�d1®m 0i®00� 0 i[Sat57iF7t:.�fA7�FL� �>•mm�.>,mm �,m0L7st7® il�mom�m fii�E'7��7t'1t'J �moomo �c�mr�moo E�mr�r�r�c� m•mm000 �il�m�91♦r�m0 iZG�mEE1t'7L!7<:17 �mmm Om iFiMmmmErflor� Ec�m��moc>• fibl•mmmr>•r� ®mmmoo �ommo`r>• ommmor� s-,z�ommmr� Er:�m�ammr� ommmmc� E1r111119MMU>tMEFRrm �mES'mm�:a �mmmmr� mmmmmm ©mmmmm mmmc�mm 8 ] 6 3/8' WEDGE ANCHOR SCRM SPANS POURED CONCRETE (MN3080P5I) U11O ANCHOR SPACING fINCHES UN 6 u ix im im I 60 130 130 I I 12 11 10 9 B 7 5 4 3 R _I c, 4. N 3/8' WEDGE ANCHOR POURW 5 CONCRETE 16W 3000 P511 ANCHOR SPACNG NCH6 ��` Q I� I � A O p2 �B, x� to u u Iz 10 a 40 0 10 41 40 40 u 60 60 a 40 � F 9F C kEip u ZZ 8° o< . 9V dEe Jeffrey C, 0ffrey ysirIant, 3'.- o Jeffrey C. Frlanq Friant, P.E. P.E.60974 L A 60974 e. 1D238702-04U' 1 0 6 5 4 3 2 1 G F E 9 A B A 12 II 12 11 10 CONCRETE TABLES I I"PANELMATE INSERTS SCREEN SPANS UP TO lint POURED CONCRETE 1MIN 3K$Q ANCHOR 5PACING INCHES TB 15 12 10 8 4B 130 1SO 130 130 130 Sd I 130 130 130 1 60 130 ISO ISO ISO ISO 66 ISO 1SO ISO ISO ISO 72 1ID 13D 13(1 130 1ED 78 120 130 1)D 130 ISO III 130 130 13 130 90 IIN 125 130 130 130 96 98 117 130 ISO ISO 102 9 110 130 ISO ISO 108 87 104 130 130 ISO 114 82 99 123 1SO I I20 ]B 94 IV 130 130 126 74 89 111 130 ISO 1>? )I &5 106 128 ISO T3B 68 BI 102 I2z 1 144 65 ]B 98 II) 130 ISO 62 75 94 II 1SO 156 60 12 90 I08 ISO 10 58 69 87 1w ISO 168 56 6) 84 100 125 174 54 65 81 97 121 180 52 62 78 94 117 B6 50 60 75 113 192 49 59 60 60 60 198 47 57 60 60 60 204 5 60 60 210 3 60 60 60 216 2 60 60 60 222 1 60 60 6D 228 9 6D 60 60 234 8 60 60 240 59 60 60 2" 6 57 60 60 252 5 JW 56 60 2554 54 60 60 2" 3 53 60 60 270 2 60 6 274 1 51 60 6o 282 0 SO 60 60 288 9 4 59 dO 399 8 48 57 60 300 31 37 47 56 W 306 31 37 46 55 60 312 SO 36 45 54 60 318 29 35 44 53 60 S24 9 35 43 52 60 330 8 34 43 SI 60 S36 - 33 42 50 60 342 33 4I 49 60 348 32 40 48 66 354 32 40 48 59 O60 - 31 39 47 59 9 8 JeffreyC. Di9na11y61gned Friant, by 'Wray C. Friant P.E. P.E. 60974 Date: 2020.10.19 60974 12r384SA 00' 10 9 8 7 6 5 1/4' PANELMATE FEMALE CREEK SPANS UPTO (in) POURED CONCRETE (MIN 301) ANCHOR SPACING NCHES 18 16 14 12 10 43 130 I30 130 130 130 I 1 135 135 130 60 ISO ISO 130 ISO ISO 66 1S0 ISO 130 1SO 130 M 121 I30 13 ISO 130 78 Ti —2 126 130 1SO 130 84 IN III ISO 130 130 90 97 109 124 13D 130 96 91 102 IV 130 ISO 102 85 96 110 128 1SO 10B 81 91 104 121 ISO 114 76 06 98 115 ISO —1-2-0—)3 B2 93 109 ISO 121 69 78 89 IN 124 1" 66 14 85 99 119 136 63 71 81 95 114 140 60 68 78 91 109 ISO 58 65 75 87 I04 156 56 63 72 84 100 162 54 60 69 81 97 16a 52 58 61 IB 93 174 50 56 64 75 90 180 48 54 62 73 87 186 47 53 6O 70 8/ 192 45 51 58 60 60 19B 44 49 57 60 60 204 43 4B 55 60 210 41 47 53 60 60 216 40 45 52 60 60 222 39 44 50 59 60 228 3B 43 49 57 60 234 37 42 48 56 60 NO 36 41 1 47 1 54 1 60 246 35 b 45 53 6D 252 35 39 44 5 60 258 34 3B 43 51 60 264 33 37 42 49 59 270 32 36 41 48 SO 276 32 35 41 47 57 282 31 35 40 46 56 288 3 34 39 45 4 294 30 33 38 44 53 300 29 33 37 44 52 306 28 37 43 51 312 28 31 36 42 -36- 3 18 - 31 35 41 49 324 - 30 35 40 48 330 - 30 34 40 47 336 - 29 33 39 47 342 29 1 33 38 146 ]48 z8 3z 381 45 35d11 11 44 360 31 36 1N 4 3 1 PPANELMATE MALE SCREEN SPANS UP TO (in]18 POUREDCONCRETE (MIN 3KSi ANCHORSPACING INCHES I6 14 12 10 48 ISO 130 130 130 1SO 54 130 13UO 130 ISO ISO 60 ISO ISO 130 ISO 130 66 130 130 130 1SO 130 72 130 130 130 130 130 )B 126 130 130 130 130 84 117 130 ISO 130 130 90 109 123 ISO 130 ISO 96 103 115 130 130 ISO 102 96 109 124 130 ISO 108 91 103 117 ISO ISO 114 -m 97 III 129 130 120 82 92 105 123 in 126 78 88 100 117 13D 132 75 84 96 112 130 138 71 80 92 107 1 z8 14V 68 77 88 103 123 150 66 74 84 98 HIS 56 71 BI 95 I4 162 61 68 78 91 107 168 59 66 75 88 105 174 57 64 )3 85 102 IDO 55 62 70 82 98 186 53 68 79 95 192 51 SS 60 60 60 198 SO 56 60 60 Ea 204 4B 54 60 60 60 210 47 53 60 60 60 2I6 46 51 59 60 60 m 44 50 57 60 W 228 4 49 55 60 60 234 42 47 54 60 60 NO 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 6D 276 36 40 46 53 60 282 35 39 45 52 60 288 34 W 44 51 60 294 33 38 43 50 60 300 33IE 49 59 306 3248 58 312 32 47 5] 318 31 46 56 320 30 46 55 330 SO 45 54 336 29 44 53 343 29 43 52348 28 42 51 42 SO360 -41 49 7 6 5 4 3 Q yy� G �y Td I� 0:V^ / S f 12 11 10 9 NCRETE TABLES H G F E D r 3 5 1 C ULTRACON SCREEN SPANS UP TO Tin) POURED CONCRETE IMIN 3515 PSI) ANCHOR SPACING INCHES 18 16 14 12 10 48 130 IW 1W 130 130 54 130 IN IN 130 130 60 1 0 130 I IW 7SY 66 IN 130 130 IW 130 )2 I W 130 130 IN In )8 IN 130 in IN IN H 130 IW in 1w 130 90 130 IN IN IN 130 96 130 IN IN IN 130 102 130 IN IN 130 130 108 1 124 IN IN IN 130 114 1U IN IN 130 130 I" III 125 130 130 12 1106 119 1 I W 132 IN 1W 138 9 109 124 IN IN 144 IN 119 IN 1W 160 89 100 115 1W IN 156 86 96 110 128 IN 162 82 93 HIS 124 IN 160 W 89 102 119 IN 1)4 )) 86 99 115 130 130 )4 84 95 111 130 T86 ]2 81 92 108 130 192 60 W W 60 60 199 60 W W W 60 204 60 W 210 60 W 60 w W 216 W W 60 W W 222 60 60 60 W W 228 59 60 W W W 234 57 60 W W W 240 56 60 0 W W 246 54 60 W W 96 252 53 60 W W W 258 52 58 W 60 60 264 51 57 W 60 6 270 49 56 W 60 276 48 54 W 60 282 60 W 288 46 52 60 60 60 294 58 60 W 300 57 60 W 306 56 60 W 312 55 60 W 318 54 W W 324 53 W W 330 J342 52 W W 336 51 W 6 342 W 59 W 348 SU 49 69 58 5] W W360 4 56 60 A 12 11 10 9 e ) 6 5 IIN lAPCON SCREEN SPANS UPTO (in) POURED CONCRETE [MIN 3011 HOR SPACIN NCHES 12 10 8 6 4 48 IN 130 130 130 IN 54 Iw I 130 130 IN w 13(I 1W 130 IN IN 66 130 IN 130 IN IN ]2 133 IN 1W IN IN ]8 In IN IN IN 130 84 114 130 IN IN 130 90 10] 128 1W 130 130 96 100 120 IN 130 130 102 94 113 1W 130 130 108 89 IW IN 130 130 114 84 101 126 130 130 120 80 96 120 130 130 126 76 91 114 130 IN 131 73 87 109 130 1W in 70 83 104 130 IN 1" 67 W 100 130 IN 150 60 1 )) 96 128 IN 156 62 74 92 123 IN 162 59 71 89 119 IN T68 57 69 86 114 IN 174 55 66 83 110 1W 1w 53 64 W 107 IN 186 52 62 )] 103 IN 192 50 60 W W W 198 48 58 W W 60 204 47 55 W W 60 210 46 55 W W 60 216 44 52 60 W 6 222 43 52 60 W 60 "Is 42 51 60 60 60 234 41 49 W W 60 2w 40 48 60 W 60 246 39 47 59 W W 252 38 46 57 60 -To- m 37 45 56 60 W 264 36 44 55 W W 290 36 43 53 W W 274 35 42 52 W W 282 34 41 51 W W 288 33 40 50 1 W I W 294 33 39 49 W W ]00 32 38 48 W W 306 31 38 47 W W 312 31 37 46 60 W 318 30 36 45 W W 324 30 36 44 59 W 330 2F 35 44 58 W ]]6 29 34 d3 5] W 34i 28 34 42 56 W 348 33 41 55 66 ]54 33 41 54 0 ]60 32 40 53 W Jeffrey Digilal[y signed by Jeffrey C. Friant P.E. Friant, 60974 P.E. Date: 2020.10.19 60974 "W 9 6 5 4 3 114- CRETE-FLEX SPANS EEN UP iO 11n1 POURED 350 PCONS1)�E ANCH RSPACIN INCHES 18 16 14 12 10 a IN IN 130 1W 130 54 130 130 IN IN 130 60 IN 130 1W I I 66 IN 1W 1W IN 130 " 1W IN 1W 130 130 n 123 IN I 130 130 84 114 129 IN 130 I 90 1W 1W I 130 In 96 100 113 129 130 130 102 94 106 121 130 130 108 89 IN 114 130 130 114 84 95 108 126 IN 120 W 90 103 In IN 126 )6 Bd 98 114 IN 132 ) 82 94 109 IN 138 )D M 89 104 125 1 6) 75 86 IN 120 lw 64 ) 82 96 115 156 62 69 79 92 III 162 59 67 76 69 107 168 5) 64 73 86 103 1]4 55 62 71 83 99 180 53 W 69 f0 96 186 52 58 66 17 93 192 50 56 60 60 60 199 48 55 60 W 60 204 47 53 60 60 60 210 46 51 59 60 60 216 44 W 57 60 60 222 43 49 56 60 60 228 42 47 54 60 b 234 41 46 53 60 W 240 40 43 1 51 1 60 1 60 246 39 M I W 1 59 1 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 W 39 45 52 60 282 34 38 44 51 60 288 W 38 43 50 60 294 33 ) 42 49 59 3DD 32 36 41 48 W6 31 35 40 47 56 312 31 35 W 46 55 315 W 34 39 45 56 34 2 30 w w 44 53 330 29 W 37 44 52 336 29 32 37 43 51 W28 32 W 42 51 348 - 1 331 % 4dl W 354 - 35 491 3w 1 1W1 39 I w e 4 3 18 A 3 1 12 11 10 CONCRETE TABLES H G F E 0 C B A STRAP BRACKET TWO 5/16"ULIRACON SCREEN SPANS UP TO Un1 POUREDCONCREIE (MINW15 PSI) ANCNOR SPAC NCHES 29 22 2D 18 12 Y IN 130 130 IN in 1 1 130 130 130 f0 I IN in in In N IN IN IN 00 in _155TI 130 130 in 1n N I in in IN in 9p in in in in 1n 14 125 13D In In 1130 102 118 128 IN In 1 109 111 121 In In In 114 1 5 115 I IN 80 9 130 In 126 95 104 114 127 In 132 91 99 109 121 IN 36 6 130 1" 91 In III IN in 96 101 In 156 n 84 91- 103 I30 1@ )4 I 9 99 In 168 71 7 95 13] 174 69 75 83 92 in in 0 n 80 89 In 186 65 M 77 86 IN 1n 60 60 60 60 98 66 60 60 201 59 60 to w 60 210 1 9 W 0 0 60 216 56 60 60 M 54 39 0 0 6 =8 53 57 60 60 234 51 56 60 60 60 240 50 55 60 60 246 49 53 59 ! 60 252 48 52 57 6Y 60 258 47 51 56 60 2" 45 50 55 60 W 270 44 48 5 60 276 43 47 2 1 182 43 46 A 60 28B 42 45 294 41 45 49 54 60 300 w 44 48 60 3 39 43 { ]1212 38 42 46 51 60 12 11 10 9 a I 6 5 4 3 2 1 STRAP BRACKET W/ 1WO I/4 H CREI X w Ip" TAPCON x SCREEN POURED CONCRETE"; SPANS (MIN 33W P51) 5 UPII 3N OR SPACING IIBNCHEZ N, p 48 130 130 I30 Ito 130 S4 1Q R 3 30 130 130 30 I0 G 60 130 130 130 130 130 66 130 130 130 130 130 e 72 130 130 130 ❑0 13 '� 78 123 130 130 130 130 _• 84 114 125 IW In 1 (/�� 90 107 116 128 130 130 L fd� 96 100 109 120 I30 OFf 02 94 103 1 3 1 -TV F 108 B9 97 107 119 IN VI 114 92 101 112 In IN W 87 96 107 IN U 126 76 83 91 IO2 IN Z IJs 3 6 W 93 130 vi 1M 1 67 73 80 89 130 W A 1W 64 70 II 85 1 m Te F 156 62 67 74 92 123 161 5 65 II )9 119 n : R 168 57 62 49 76 114o- 1)4 55 0 66 74 II IN 53 64 I I) =q3F 186 1 ,5.< 192 50 55 uI 60 60 w 198 48 53 D 210 46 W 55 E0 W N< $WW 216 4 59 60 ` 222 43 47 52 58 60 228 42 46 5 56 W O 2d4 41 45 49 60 2d0 40 44 48 53 W N F 246 A 4T 4 52 60 C = W 42 1 60 258 37 41 45 50 60 264 W 4 4 60 20 36 53M621 47 M) u e 9 276 35 46 60 3s 288 3344L029d K 44]O6 31 42 W312 31 41 9 Jeffrey C. DDigitallyyTCDed Aq Friant, P.E. FNant, P.E. 60974 A Date:2020.10.19 9 60974 12:39:28 -"00' 9 B 7 1 5 4 3 2 1 12 II 10 9 8 7 6 5 CONCRETE FILLED BLOCK/CMU TABLE•x,°.«9mM 117 Drop In SCREEN SPANS UP TO POURED REINFORCED' (MIN 3000 PSI) ANCHOR SPACING INCHES 24 20 16 12 10 4B 130 130 130 130 54 I 130 IW 130 130 60 1301 130 IN 130 130 66 1301 130 IN 130 130 72 IWI 130 IN 130 130 78 1301 130 ISO 130 130 54 130 IN IN 130 130 90 IN IN IN 130 IN 96 IN IN 1W 130 130 102 129 IN 130 130 IN 108 122 IN 130 130 IV 114 116 130 130 130 IN 120 110 IN 130 130 IN 126 105 126 IN 130 ISO 132 100 1W 130 IN I 138 96 115 130 In I W 144 92 110 130 IN ISO 150 88 106 I 1 I 156 85 102 127 IN 133 162 81 98 122 1W ISO 168 79 94 118 1W IN 174 76 91 114 IW IN 180 73 88 110 IN IN 186 71 85 106 130 130 192 60 60 60 60 60 198 60 60 60 60 60 204 60 60 60 60 60 210 60 60 60 60 216 60 60 60 60 60 222 59 60 60 60 60 228 58 60 60 60 60 234 56 60 60 60 W 240 55 60 60 60 60 246 54 60 60 60 W 252 52 60 60 60 60 258 51 60 60 60 60 260 60 60 60 ED 270 49 59 60 60 6 276 48 57 60 60 6D 2B2 47 56 W 60 W 200 46 55 W 60 60 294 d5 54 60 60 60 300 44 53 60 W 60 J06 43 52 60 60 60 312 42 51 60 60 60 318 42 50 60 6 6 324 41 49 60 60 60 330 40 48 60 60 60 336 39 47 59 60 60 342 J9 46 58 60 W US W 46 57 60 W 354 37 45 56 60 W 360 37 44 55 60 60 rap n SCREEN SPANS UP TO POURED RONFORCED' ;MIN SON nil AN CHOR SPACING INCHES 18 16 14 111 10 48 IW I 130 I 130 1 130 1 130 54 ISO 130 IN 130 13 60 IW IN I 130 130 66 130 130 130 130 130 72 130 130 1W 130 130 78 130 130 1W 130 130 84 123 130 130 —1 SO 130 90 115 129 130 1W 130 96 IDB 121 130 1W I 102 101 114 130 1SO I30 108 96 108 123 130 I 114 91 102 116 130 In In 86 97 III 129 In 126 82 92 105 123 130 132 78 88 101 117 130 138 75 84 96 112 130 144 1 72 1 81 1 92 1 HIM 129 15D 69 77 88 103 124 156 66 74 85 99 119 162 64 72 82 96 115 168 61 69 79 92 111 174 59 67 76 89 1U7 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 60 228 45 51 58 60 W 234 44 50 57 60 60 240 43 48 1 55 1 60 W 246 42 47 54 60 W 252 41 46 S3 60 IN 40 45 51 60 60 264 39 44 W 59 W 270 38 43 49 57 276 3) 42 45 56 60 262 37 41 47 55 W 288 40 46 54 6 294 35 39 45 53 60 300 34 39 44 52 60 306 34 W Q 51 60 312 33 37 43 50 60 318 32 37 42 49 58 324 32 6 41 48 57 JJO 31 35 40 47 1 56 JJ6 1 1 35 1 9 1 46 55 J@ W 34 39 45 54 J48 W 33 38 44 53 Slat 29 3 37 44 52 360 29 32 37 43 52 10 9 8 3/8'LDTANCHOR SCREEN SPANS POURED REINFORCED' (MIN 30M Psi) UP iO ANCHOR SPACING (INCHES) (In) 18 16 1 14 1 12 1 10 6 48 130 130 130 130 130 130 54 130 130 IW 130 130 IN 60 in 130 ISo 130 IW 130 66 130 130 130 130 130 IN 72 120 130 130 130 130 130 78 FFT 125 My 130 —IN 130 H 103 116 130 IN I30 IN 90 96 109 123 1 130 130 96 SO 101 116 IN in IW 102 85 95 109 127 IN IW IN 03 90 1D3 120 in IN 114 76 85 97 114 IN ISO 120 72 81 93 IN IN I30 126 69 1 77 88 103 13 130 1]2 65 74 84 98 118 130 130 63 70 80 94 113 100 1" W 68 77 90 100 13 150 SB 65 74 86 104 130 156 55 62 )1 83 I 130 162 53 60 69 80 96 130 168 51 58 66 77 93 130 1]4 56 64 74 9 I30 180 48 54 62 72 86 130 186 46 52 60 70 84 IN 192 45 51 58 60 60 W Its 44 49 56 60 6 d 204 62 48 54 60 W 60 10 41 46 53 60 60 216 40 45 51 60 66 60 44 50 58 60 60 38 43 49 57 6060 P39 3I d2 47 55 60 60 36 dl 46 4 60 6D 4 3 3/8'LDTANCHOR SCREEN SPANS POURED REINFORCED' (MIN3000P51) UP iO ANCHOR SPACING (INCHES) (Inl IS 161 14 12 10 6 240 36 41 1 46 54 60 246 35 40 45 53 60 W 252 34 39 44 51 60 60 SO 33 38 43 50 60 60 264 33 37 42 49 59 60 270 32 36 41 48 59 6) 274 31 35 40 47 56 60 282 31 34 39 46 55 W 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 W 60 318 31 35 41 49 60 324 I SO 34 40 48 d0 JJO1 29 1 34 1 39 47 60 336 29 33 39 46 60 34 28 32 9 us 32 37 45 W 354 37 M 360 1 36 43 366 30 W 43 60 SM 31 95 42 60 378 31 34 41 W 384 31 34 41 60 J90 1 33 40 60 376 33 39 402 3 60 408 32 2 1 49 ` H F- 8 oCf C G1GI^ ��RR zF ,w�V' u, Sx F _1:%;v B Z u � o Jeffrey C. Digitally signed by o » s 6 Jeffrey C...... Friant, P.E. P.E.60974 20 A Date: 2020.10.19 L 60974 12:39:50-04'00' 7 6 5 4 3 2 1 H G F E D C B A 12 11 10 9 8 ) d 5 CONCRETE FILLED BLOCK/CMU TABLE ®��_ 00® t 7�F7E7111M ©INYMI E7mml 0E7E7Ei1s67mm1 �.�. smurm m® . ,"KM ME" 0Q376xi0mgmam �� �fE'.7RF7■F:lml omm��E�m1 OmRLQI'.11mmm mm". �iL-ffM-M "SMUQ..7 ml minmrn"k; IMM, �mm�1Rb1Q..*Jml Im mm ET1�R ®§Klm 7.1�:7m1 Mml �mFh7ISM KENml mmmmmmrm mmmmmmm MIFEQ7C7mE31mm mc�mc�mmm nmm mlomr�mm MUMEMEMIM mo MEN... ME oWAR - I I I MUM"L7mG7m[S7 MUM" Immr�rs M E7, mwm m m�nmmmmm mmmmmr�rn IELmmE_7LE70m['.'7 0mmm�.�OL.� EI.FM mm0mL7 REDO v mmmmmmm NEUIR c� EFFfi7EFlmmmc� EMmmmmmv EiI7FF7F Iwmv000 me"Mmlm00 m100®Om0 ESF7e0mmm[7 � aoMma v m© MEIM maa � I maamv W-A" E'70oF:70m[.7 maeommrn maemmwmm maaomEnv ®aammmo mlaela�nor:� meaammm maaemmcsm meaammm cMaaewumm meaammm SIT ULTRACON CREEK SPAN$ UP TO IMI POURED REINFORCED' I N 1515 PSI) ANCHOR SPACING IINCNESI U 1 16 1 11 1 13 1 10 48 1 M 130 130 130 136 M 7Y 130 130 130 130 60 F9 130 130 I30 130 66 i I 130 I I 72 130 130 I30 130 130 78 12T I30 130 133 I M III It I 90 IN 4 11 130 96 96 1 z I I SIT, 130 10] 92 711w 130 130 130 IN 877 III 1 130 130 120 18 100 130-fV M 126 74 96 130 130 130 32 71 9 I 138 68 .11 izz I IM 84 1 II) 130 IX 10 62 M 11121M I ME 77 I 130 1 0 162 5 74 IN 130 I30 ME 56 174 54 6V 97 121 1M 180 52 67 = 117 IM 186 50 65 91 113 192 49 60 60 60 198 4) 0 60 2N 46 59 60 60 60 210 65 57 0 60 60 216 3 56 0 60 2Y2 42 5 6060ED M 41 53 60 60 M z4 n s 66- 2A0 39 50 60 60 246 38 49 60 60 M 25R 3) 60 258 36 47 60 60 60 35 46 60 60 210 35 45 60 60 276 34 M 60 60 60 282 33 d 6 288 33 42 59 60 60 294 32 41 57 60 60 MIT 31 4a 56 M 60 30. 31 39 55 60 312 30 39 Sl 6p 60 311 29 38 53 60 60 ]24 29 52 60 60 330 M X sl GD 60 336 50 60 60 M2 35 49 W 60 348 35 48 60 60 34 48 59 60 360 >3 47 59 60 12 11 10 9 8 ) 6 5 4 3 SCREEi, SPANS UP TO C) POURED REINFORCED' IIMN 3000 PSI) ANCHOR SPA WG INCMES 24 Z A le 12 M 130 1 130 1 1331 130 W im 13011milmlim u 130 I n 130 Im 130 130 M 114 125 130 IM 130 M 107 116 128 130 130 96 I00 102 94 I03 II 125 1 0 lOB 89 97 1 ) 119 IM 114 BITT 120 00 ) 96 101 IM 26 6 9 I I 132 73 79 97 1 138 70 76 83 93 130 M 6) )3 80 89 130 160 64 70 )) 85 I 156 62 67 )0 I 62 5 )I 11 168 57 62 69 )6 114 194 55 66 )4 110 iM 53 58 M )1 I ) 186 52 56 62 9 103 192 50 S5 60 6 1 98 4B 65 9 2N 47 51 % 63 4 210 M M 55 6 216 M 48 53 59 89 222 t3 47 52 58 N 22e 42 46 51 56 84 2N 41 5 49 SS 240 40 M M 53 216 43 47 52 363 38 42 46 51 76 58 37 41 45 50 74 364 6 4a 44 !8 ])0 36 39 43 47 71 d 38 42 46 M 282 37 41 45 M 288 37 >d 40 M 67 N 39 M 300 >? 35 38 43 6 306 31 u >0 42 63 l) 41 62 3 1 'pN N.:.' v 3 Q G d oN HE F Jeffrey C. Digitally signed by Jeffrey C. Friant. Friant, P.E. P.E. 60974 60974 Date: 2020.10.19 12:4a:3a-04VV 4 3 2 6 1 z N w E 6; N Z 9g2_M��� t 4 g MR 3 0 0: 0 N 3 C C B Jill 21 D z z V �' -------- v $ r '`=u!i Y>n aSr l6dSSSSSaS aaSSS SSSS 8g�_= ooa o a SaBaaSaSaSSSS "'SSaSaSSSSSS88�ggg gggg��oo�ggg W �ws o c seas aasaassa assassssaasasa�a��� � �� ��x�x _ �� � ��a= N� m .mHxoaou>o:SN:e��>e:s'saessu�:cu:g�"a"s�aY: - =ogm •"n'afi b"-NtiYL", in �k"S a-Gi t„9mou:am'-u>'uamG °�8ti _`d '�- i • a'., Y&s�as�a'"'�iGa aftr`e>anvaaaG9Sa ina&NSS CSS&SSaSS�SSS�s�Y`�mN" >:�. Rm'°; a�o�gdxg S �g---g n Ogg n „-an ii3 GSWL m`an,'S.,L`-''eiNmiSY�GHCa6X' a S rY�WeC:N��:6>nSm LS:S Sxa CY,.2.v8 oSf ei 30� ..�`��-viiSSvY� Lam- - UP:,-Nnp� 3i 8i CB'�b„L132 YY YY;zn.,x=G>0&SS'^'^:ad�-�_W_oo____ aSSSSaSaSao�m{3�g g�yooagoggSS >i z IT DRWN CNKO DATE STORM SMART INDUSTRIES, INC. STORM _ S.D.F. D.R./1F. IgWm N uB]l..l TLDSTREEr RORY MYERS. EL SMART — STOW CATW WW WTEMEM SYSTEM RI lAli xrirc.�.w.ecirsEom�xroxce N "ffl.FI D m n o m m z 12 II 10 9 GROUT FILLED BLOCK/CMU TABLES HI I .._._.__-- ___ _ ____.. G F E 19 C B A a 9 6 5 12 11 10 7 8 7 6 5 4 3 3/8'LOT ANCHOR CREEN SPANS GROIIF PILED CELLS UP TO (h) ANCHOR SPACING (INCHES) 24 ?Z 20 13 12 10 24IT 38 tll 45 50 EO 60 246 J 043 49 6O 60 252 36 39 42 48 J 60 60 SB 35 3a 41 42 60 60 264 34 39 40 45 60 60 290 33 36 40 44 60 60 296 33 36 39 43 60 60 282 32 35 38 43 0 60 ISB 31 34 38 42 0 0 294 31 J 39 41 0 0 900 ad 36 40 60 0 306 29 32 35 39 59 60 112 -Yfa 29 31 35 38 57 60 28 31 4 38 56 0 ]24 28 30 33 37 55 6 ]90 29 33 36 54 60 ]]6 29 32 36 53 0 342 28 32 35 52 60 34e 28 31 35 51 60 334 - 31 34 51 60 360 30 34 50 6O 366 30 33 49 60 ] 2 29 33 B 0 398 29 32 0 ]84 1 47 0 490 AT 31 46 60 396 30 L5 60 4 2 0 L5 60 400 29 4 1 H G fA Um-F w 0 F F N C B SQ> 3% B Jeffrey . Digitally signed 7�0 R1 o by Jeffrey C. A Friant, Fria 'It P.E. 60974 Date: 20; 0.10.19 P.E. 609741242:19 -040 �� 4 3 2 1 12 II 10 9 B 7 GROUT FILLED BLOCK/CMU TABLES N G P E D C 6 3/8' W E ANCHOR SCREEN SPANS GROUT HUED CELLS UP TO ANCHOR SPACING (INCHES) UPI 18 16 14 12 10 6 ae 130 130 130 130 130 130 54 119 130 130 130 130 130 60 107 120 IN IN I 130 66 97 109 125 IN 130 130 72 89 IN 114 IN 130 130 78 92 105 123 130 130 M 84 98 114 130 130 90 71 80 11 107 128 IN 96 67 75 56 ]IN 120 IN 1I 63 71 81 94 113 IN 108 59 67 76 B9 107 IN 114 56 63 72 84 101 IN 120 53 60 69 M 96 130 126 1 51 57 65 76 91 130 48 73 67 1W 4 60 70 83 130 7 67 80 130 43 48 55 64 77 130 41 46 53 62 74 130 40 M 51 59 71 IN 4 49 69 129 7 41 d 6 124 12MV M 20 4 2 62 116 3 0 60 60 2 8 58 60 1 7 56 M 55 W 0 M3440 3 60 29 52 60 228 51 60 2301 49 60 240 48 60 A 12 11 10 319 WEDGE ANCHOR SCREEN SPANS GROUT FILLED CELLS UP iO (in) ANCHOR SPACING(INCHESI 18 16 14 1 11 1 10 6 240 30 34 1 40 1 48 W 246 -29 39 4 W 252 - 29 J3 46 258 28 32 45 60 260 31 6 44 W 270 30 36 43 60 276 - - 29 35 4 60 282 29 41 60 288 28 33 40 60 294 3 60 300 32 38 60 306 31 M 60 312 31 37 60 J18 W 36 60 324 30 36 59 J30 29 35 SB 336 29 34 57 212 28 34 56 348 28 33 55 364 W 54 360 32 53 366 - - - 31 52 J72 31 52 378 0 Si 384 390 2 396 2 RIMS 402 2 408 2 9 8 7 6 5 4 3 2 H �3 Q Yg� y${E ER N �a3 E U Z N W R 0! 7 C e K E zgasY�4 3F_33 Q BoR$ N � 0! 0 N p C 0 3 C S'a C. Digitally signed o 11 .Jeffrey by Jeffrey C. M Friant, Friant, P.E. 60974 A Date: 2020.10.19 P. E. 6097412:42:39-04'00' �� 5 4 3 2 1 H G F E D C 8 A 12 II 10 9 B ) GROUT FILLED BLOCK/CMU TABLES I ,r PANELMAIE INSERTS SCREW SPANS UP TO hI GROUT RUED CEL13 ANCHOR SPACING NCHES 12 1 10 1 8 I 6 1 4 b I]0 I 130 130 130 54 I I 130 130 130 60 130 I30 in in 130 dd I I In In ISO )2 1311 ISO 13D Im 130 M 12R 1]0 1 130 130 u 119 in iw 133 130 90 III 1 1w In 1n 96 04 15 100 I 130 102 9 118 I30 In I 1W 9 III 130 I 1>0 114 105 130 In I 120 83 100 125 13 I 0 121 79 95 )19 In 130 132 76 91 I14 In In 188 J 1 In In 1M 70 83 IN In IV in 67 I In 156 64 )) 96 I I 162 62 74 93 124 130 1 8 60 JI 89 119 In i94 58 69 86 115 In IN 56 67 83 111 130 led u 65 BI 108 I 192 52 60 60 60 its 51 w 60 60 204 49 59 60 210 48 57 60 60 60 216 46 56 66 60 = 45 54 60 60 128 44 53 60 60 6 236 43 51 60 60 1 60 NO 42 50 60 iSO 60 246 41 49 60W 60 252 40 48 60 60 60 150 39 47 S8 60 60 264 3B 45 57 60 60 0 37 1 44 56 60 60 291 36 44 54 60 60 282 35 43 53 Q Q 28e 3s 42 52 EO 294 -3341 41 51 w 300 33 40 So 60 60 306 33 39 49 60 60 312 32 38 48 60 60 313 31 38 49 60 60 3) 46 3]0 30 36 45 60 SO 3]6 SO 36 45 60 60 9 35 44 5 qr 29 35 43 58 384 28 34 42 57 60 f0 4 6 6 5 4 3 Jeffrey DlgUlyslgr by Jeffrey C. C. Friant, FDam,P.E. 609)4 P.E. Date: 2020.10.19 60974 12:43:01 -D4' 12 11 )0 1 8 7 6 5 a 3 I t PANE1A1ATEFEN1W MREEN SPANS UP TO GROUT RLED CELLS AN HORSPACIHG INCH 0 8 6 4 4e 30 130 130 130 130 N II 1 130 130 in d 1 6 130 I30 IN dd d 115 Ib 130 130 72 88 15 Iw 130 ISO 78 81 9) 121 130 IV 84 75 90 113 130 130 90 J0 105 III 130 96 66 9 99 I 130 102 62 4 93 124 130 100 58 J0 88 117 130 114 55 83 111 in 120 53 63 )9 105 1 126 50 ) In in 132 a0 5) n 96 In 1]8 46 69 91 In 144 H 0 66 88 In ISO 42 50 63 84 lU 1S6 40 49 61 81 121 142 39 O 58 78 II 168 38 45 56 75 113 A4 M 54 73 IDS IN 35 42 53 70 105 186 34 41 51 a 02 192 33 39 49 60 198 32 38 0 60 M4 31 37 46 60 2ID d5 216 29 35 44 58 60 222 28 31 57 ]]e 33 42 55 234 32 40 54 w 240 32 39 S3 w 246 ]I51 60 252 30 38 S0 60 258 29 31 49 60 2" 29 36 64 DO 35 1 D6 - - 34 46 SO 282 - 3t IS w Zee - - 7J 4460 294 - - 32 43 60 300 32 41 SIN 31 41 312 30 46 60 318 - 30 40 60 324 29 39 s 29 38 5 3]6 28 38 56 - 3) ua - - - u u 4 36 3 I t"PA EMAL SCREW SPANS UP TO " GROUT HLLEO CELLS AN H R PACING IN HES 12 I 10 I e I { I 4 44 In 1w 130 in IV 117 ISO In In In 60 109 130 in 13] 130 d 99 119 in 130 In 2 91 109 In 130 In 76 84 101 126 I30 130 78 4 IIJ 130 IX 90 )3 87 I 130 130 96 68 82 102 IM In 64 ) 96 128 130 l0e 6 3 91 121 130 U 9 69 u ITS 130 66 B2 I IU 52 62 78 IN 130 1u SO 60 74 99 In 47 1 57 1 71 1 95 I 10 1 46 1 55 1 68 1 91 ISO I50 44 52 66 87 In 156 42 50 63 B4 126 i61 d0 49 61 81 121 68 4 9 8 1 V 194 3 4 M 75 113 ISO 36 41 M 73 109 1M 42 W M 1% 192 34 41 51 !D 60 198 S3 40 50 60 60 204 32 3 60 60 210 31 37 47 60 60 216 30 36 46 60 60 M 30 35 44 22e 29 34 43 5) 60 1]4 28 34 42 SO 240 33 41 55 60 246 1 32 1 40 53 SO 252131 60 25838 51 SO 264) 50 60 2)0 2)6 3 4) 60282 46 60288 4629433 45 w 30033 44306 32 43 SO 312 32 42 60318 3 4324 330 30 0 6039 5929 36 5) 28 56 36 55 H G F E n C 0 A 12 11 10 9 a GROUT FILLED BLOCK/CMU TABLES 5 1V ULIRACON SCR SPANS UP TO (M) GROUT Mum BLOCK ANCHOR SPACNG INCHES ,8 16 U 12 f0 48 130 I IN I IN I I 54 129 IN 130 I IN I In 60 116 1W 1 I 66 105127 IN 130 IN 12 97 116 IN IN IN 78 89 IOJ 130 IN 130 M 83 99 124 IN 130 90 ]) 93 116 IN IN 96 ] IN 68 82 IN I IN 64 )] 97 129 114 6 122 120 58 JO 87 06 126 55 dd &T TIT 132 S3 aJ 79 105 13e SO 61 76 101 J121 )3 9J 150 46 56 ) 9 1% 15 54 6) 89 1169 41 W 62 83 174 40 60 180 46 J] 146 37 45 56 75 90 In 36 44 54 W 60 9e = 4 204 31 41 1 60 2, 60 216 32 39 4 W 60 222 31 38 47 bD 60 08 31 ) 46 60 234 30 36 45 59 W 240 5 N 30 - —60 -96— m 4 4 = 6 262 33 41 $5 W 238 ] 54 60 241 M Q 53 60 270 31 39 52 60 x]e 38 50 60 tax 3 49 59 tea >d 1 48 1 SB 294 36 47 5 300 35 46 56 3 L u 55 3112 3 33 4 SJ 324 32 43 52 330 3 41 51 336 31 41 W- m 31 dl 49 3 30 0 4 8 54 29 39 47 SO 360 29 39 Od �m� . o®mQaFiQn�:7 00m®Q_l�F!7 ®mm®mm 0moQ4�Q.iQl:7 0m0m®m SI�E':70�1a7�A 0E'JOmmm 0®mmmm 0' EFf©mom �OmOmQT.1 ®mmmcr�� 0m000Q'i] 0mmmm�l 0m0®iL� 0®mm0m mum .OmmES7 MEN mmmmm OEI�E11Q1E1�S%� mmommm m .©©E7EFf �EnmmEr>.o oamm©o �ammmo ®ammmo oaomoo FiU7aWA .[ mammm . �aammo EZ7aeEKM � mm"aa s�aemoo �zreemmo �memmo E4ZoOOEr7m E�aaEvmm �aammE� E;naaEnmEn oaammm manm00"" �J NEIMMommmOOIES �OOO©m maeemm mmmmmm m aa am ©aaemo rrmmmmmo omaa oeaamo 12 11 10 9 a 7 6 5 4 3 SiRA W 5 1000RACON SCREEI, SPANS UP TO 1n1 GROUT FLIED CEUS ANCHOR SPAC 14 12 10 . e 8 3 130 130 130 130 64 130 130 130 130 IIN N 66 130 13D 130 130 I IN 66 13D 130 190 I ]2 IN 123 130 IN is 123 IN 130 130 BO 130 I30 114 I 130 f0 IW I20 IN 130 QT 9t IM 1 1— 129 130 130 IN 94 I 121 I IN 89 100 114 IN IN 114 84 95 IN 126 IN IN In 1 126 76 86 98 114 IV I= 73 94 I IV 1N A) ) 89 IN 1 1M 67 15 86 In IN IN M 2 96 1 166 62 69 79 1 162 59 dJ 76 89 IN 168 57 64 ) 1 174 55 62 )I B3 124 180 53 60 80 IM 186 2 8 d J II 192 50 6 W 60 In s 60 24 4) 60 0 210 46 51 59 60 60 216 M 6 = 43 49 % 60 W 228 42 47 54 W W 234 41 46 210 b 4S st 60 60 26 39 41 W 59 W 2S 4 W 57 25e 37 42 48 56 60 6 41 07 55 60 270 36 ad 53 60 276 35 39 45 52 60 R 34 38 44 51 60 2aa 33 38 43 W d0 294 3 ) 4 49 60 300 3 M41 SO 31 35 40 47 W 3 40 46 60 2 ' H /y 1a F .12F U p Z N W R K � E F- 70i$Y O o Z 3F�4�3` g 0 a 2 g F < o K C Ohl eee S JeffreyC. Digitally signed by Jeffrey C. Friant, RE Friant, P.E. 60974 26 A Date:2020.10.19 60974 12:4336-04'00' 6 5 4 3 2 1 I/l CRM411X ar 1/4' E ANS SP UP TO II") GROUT MUM CEUS A SPACING INCHES u u 1z to e 30 130 130 130 IN 64 130 130 IN I30 IN W 120 130 I30 IN IN 66 109 125 IN I30 I 72 100 n♦ 1X IW I30 ]8 92 105 IM IN 130 " 98 114 130 130 M BD 91 10) 128 130 96 75 86 100 I IN 71 81 94 113 130 IN 67 76 B9 IOJ 13 114 63 72 04 I I I in 60 69 BO 96 1 t26 5) 65 J6 91 114 in 55 62 1 13a 52 60 JO W 104 140 N 57 67 1 00 1 100 50 48 56 M 77 96 — I d6 I 53 I 62 74 92 1a 4/ 51 59 1 B9 1M 43 19 57 69 86 i)4 C 4J 55 66 e9 40 46 M 4B0 12 39 44 52 62 17 192 30 d3 50 60 198 36 42 204 35 4 47 60 R10 34 39 216 33 232 32 ) 43 52 0 228 32 36 4 51 60 234 31 35 41 49 60 240 30 34 40 48 60 246 29 3 ] 5 252 29 33 38 46 57 258 20 32 37 45 56 x64 31 36 N In 30 36 13 53 ne 42 52 : 41 51 288 29 33 b SO 2 39 I9 3B 48 W6 31 W 47 312 31 3 46 1] II 10 9 HOLLOW BLOCK TABLES N G F E G c B A i•�LYIl1`J® ommmmm ©mmmmm rt>•mmi �li�m t�mmmmm ©mmmmm mm�tammm mmmmmm m�mmmm �fi7mmmm �m®mmm iLmcammmm ifnom6amm mommmm mMEM ®® rflm11M 0mmmmm iC'Jm 7 Q >•r&lmKimm NUSKEM i 0 0F�mmm inimmmoum i�®00®m im"oomm m©oomm mom©mm mm000r� i�moor�m mmIrm r�t�r�o iHMcy.moct,ca mmmocamo m00000 mmmEnoo ©oo©oo mm"ocaQlli mrnm©car m m© mrnm m mm"moo iR�0®00 mmm000 o©r�ot�o &ME..... MEMIRE ®arric�r�r� mornoao maa000 ma0�l®ram mar21rf10L•7 marz<�mmo me©m©o maaWMISESo B 9 6 5 o®mmmm mi".mmmm mau�mmmm mommmm r�rusza®®m MEM""M um 0�rat�nmm mcsmoiam mrifmm®m �irf700�i�Eta i®' r�mmmm �mmmmm N[EM xlOSLi�7 ORM" Oral®"0m m®D111111111 m i00t�00m �Om00® mrrammm® <rnr�r.�r�mit� mr�mramm �FFIIQIMiflm MIUM ®rvmmm i�®mm�0 ��i7�OC7 0mra1�00 MHM"[F1.F i . oammoo oa©m©o marnr�rmc� ma�rncam meorramo ®ar;>.r7�rrtca mamr�mo maaEnoo maarEE©o maar�cEmo inaearrrcBio maaEnmm maaamm maaaamm maaamm arno MEM maaFnr�m maaamm lF1Oo0MFl© iziaeerY o maea©© maaamm oaaa©m oaear�m Jeffrey C. Friant, P.E a1. , igitally signed by effrey C. Friant, P.E. 974 ate: 2020.10.19 4 3 mmmmmm om�mmmm om dammm ommmmm ©ommmm fam�ammm omr fmmm �rf7Lli7mm mmwk,mmm ®000Em mralornmm iFJOrJN"mm iF�t7E3�mLam ®m®C70m fl�DEi70[i7m mm"0mm fImmmralta&"Mm flZi�mrSlOm f[f7mommm Qvr�cE�r�mm ��0c'ir57m mral..0m f['.i©00WS70 mralor©r�o 0m©0E310 �m00®0 fi[i0©m0r� NFEM mamc�r�c� memomo mm.o me.mm ®a000c� ma�mmrn maaocarn maaamm maamr�ri>. meerfamc� maammo maammca i:.�eer�or� maaaaa i�aaar�a maaor�rn maaamm maeaom maaamm ®aeemral oaear�rr�a meaaom maaa©ra 12.43:59-0400 12 11 ID 9 e J 6 5 4 3 12 II 10 9 H LLOW BLOCK TAB -E H G F E C 8 1 4 cR FFLEx SCREEN SPANS UP TO IN HOLLOW BLOCK µCHOR SPACING INCHES T I10 8 d 0 4e IZl I Iwf In I 130 I in 5/ 10) 128 30 13060961IS I66 87 105 n Inn 178 74 8 n I84 6 n 130M 64 28 in96 60 )2 20 In102 56 68 13 m In 61 07 IV51 61 01 I1 58 6 11T6 46 55 1 1in 44 52 7 Inin 42 % 3 1251/1 40 48 0 IM 150 M 46 58 )I IIS 156 37 4d 55 )4 111 ltl 43 53 II 101 /1 51 69 1 174 V/ 50 66 99 180 Be 48 64 6 186 i 37 45 9 192 3 45 W 50 35 42 58 60 W 2 201 - 34 42 55 60 10 33 41 55 60 { 32 40 53 6 39 52 228 38 SI 60 W 37 49 60 M T40 - W 36 48 246 28 n 35 47 W 60 252 34 45 258 33 4 W 233M 27076 - 32 43 276 31 42 - 0 6 282 - 31 41 60 288 30 M 60 294 - - 9 5 30 W6 - - 56 312 37 55 ]18 36 54 3 36 53 33 35 52 4 d 51 34 s1 ]3 50 33 49 48 8 7 6 5 W THREAOEO ROD B EPDXY SCREEN SPANS UP TO M HOLLOW BLOCK Iw11,3-la SCREEN WSEI ANCHOR PA I NCNES 2 10 B 6 48 130 I In 1 130 1 In 61 130 In in In 60 IID 130 In IV 66 109 I In In n 1in 1 in in n 92 III in In 84 86 103 129 130 90 80 96 14 in 6 75 90 113 in 102 71 85 106 In 108 67 80 In 130 114 6] 76 95 126 n0 60 72 90 120 IN 57 69 86 114 in 55 65 82 109 n/ 52 63 78 104 144 n 60 75 In IN 48 58 n 96 156 46 55 69 92 162 44 53 67 168 43 51 64 6 174 <I W 62 3 in 8 60 80 1n 39 46 58 60 92 38 45 56 60 198 6 44 55 60 "'I 35 42 210 A 41 51 216 33 40 m 32 39 49 60 228 3 38 47 T34 31 37 46 90 6 45 246 27 35 44 252 29 3t 43 7 258 / 56 m 33 41 55 23V 32 Q 53 276 31 A SKI 31 3a 38 0/ 1 29 37 49 29 6 4 30{ - M 35 47 3 2 35 46 310 34 45 324 U o u 6 4 34T 32 4z 11 I 41 3 0 30 40 Jeffrey C. Friant, P.E. 60974 Digitally signed by Jeffrey C. Fdant P.E W974 Date: 2020,10.19 4 3 �000®0 00�0m� I31m00��Q� 0m00�1♦0 d70©m0� ®a®a'iEs>.m �ammom ®asmmm �esmmm 000®00 �eeE�c�r� �OOi#1F7� ®aammo ®aaa�m maaa©o �aaemo �aaemm �eaeom maaamm �eeeoo �eeeo® ©eaeam maaaam maaeao �aaeao ®aeea �e55s6sam maaaam �aaaam �aaaam oaaae© oaaeem maeaam oaaaao �aaaas� ®aeaeo �aeaao �aaaao oaaaaa �aaeaa oaaeae loaaaaa ©oaaae maaaae 11.44.21-0400 10 9 B 7 6 5 4 3 28 A 12 II 10 9 HOLLOW BLOCK TABLES X G F E D C 8 A SCRAPBRACKEI W4' // CRED?-FLEX or I TAPTAPCON SCREEN SPANS UPTO I HOLLOW BLOCK ANCHORSPACINGONCHESI 16 12 10 8 Y 117 1 I]0 I 130 I 130 I I 54 I04 117 I W 130 Y 105 130 InI30 Y 5 j 127 1 I30 I 130 72 78 88 II] 130 13 7a ]2 81 IM 129 In N 75 IM I" In 90 62 ]0 93 96 66 88 1—m I IQ 55 62 82 9V 124 108 SB 78 93 117 114 4T M 74 88 III 110 47 53 70 84 IDS 126 44 50 67 BD 100 132 4 Y 64 76 95 133 41 u 61 73 91 1Y 39 44 58 70 BE 150 37 42 56 67 84 156 36 b 54 65 81 762 35 39 52 62 78 168 33 1 38 50 60 1 75 174 32 1 36 Y 58 f 72 lY 31 1 M 47 56 70 186 SO I 34 65 54 0112 29 33 44 53 0 198 M 32 42 51 60 7 41 49 60 11204 0 30 40 Y 60 216 - 29 39 47 SB 45 57 37 44 SS =1 >b 43 5 240 42 24 34 41 51 252 33 4 5D 250 - 33 39 49 3 38 48 270 - 31 37 4 276 L N 1 3] u 282 30 u tS 288 Sir 35 44 294 - - 29 34 43 300 - 28 34 42 306 33 41 312 40 8 7 6 319'1HREADED ROD 8 EPOKT SCREEN $PANS UP TO WI HOLLOW BLOCK IW/ UMBRELLA INSERISI ANCHOR SPACINQ IN HES 12 10 6 48 In I30 130 130 130 fig IN In 130 130 66 130 IN In 13D 72 I30 130 In I]0 78 In 130 130 130 81 III IW I 130 90 107 128 ISIS I 96 100 In 130 130 82 94 113 13D 1 0 108 89 IN 130 1130 114 84 101 126 1 96 In I 126 76 91 114 1 1u n ] 109 I 1 7D E3 IN I30 1 7 ED 100 130 160 N 17 96 128 2 ]4 2 I lY 71 89 II lY 5 69 86 114 174 55 66 83 Ila IN 64 80 1 1" 52 62 77 IN 192 50 0 60 60 198 60 21 47 56 6060 20 16 46 55 60 216 u 60 60 222 43 52 60 60 228 42 51 60 60 231 41 4 60 60 2Y 4 60 60 246 47 59 Y 252 38 4 5] 60 2Y 36 60 264 u 27 u 35 43 53 60 276 35 42 52 60 282 34 41 51 60 2Y 40 50 60 394 33 w 49 6 ]00 J "a60 3 31 4 60 312 31 I 4 60 318 30 5 50 32434 JD 44 59 33 29 35 41 58 336 29 43 57 28 u 34 42 5 34 us 41 55 U4 33 II SI uo - 32 53 5 4 3 2 1 X uxiuetmn ewnma ryyer Ilrww�rxa 31 IIw Mexu]n] a 7 6 5 LL gR N3 F V Z � w �Egig 4�¢ ZF Q m n g a U N K N C o a Ing B o Jeffrey C. Dlgltauysigned by Jeffrey C. Friant, P.E. Friant, P.E. 60974 A Date: 2020.10.19 60974 12:4597.04'00' �� 4 3 2 1 " q wR a sCYSY �:eP: aB:SG&SS: >8:88`^^3&m"SS7c5 Spun z m5ele" m<E`NGSGLm�'=G:^ffiSG&`;o"a8 -8 8888 - 8< S`^GS`S� " 8-BYu.FBSSSSS��Umme8=u8 -vY88888 88 8g D u Y8 '^ SS SS S SSaW °8PB«���F58 8888f3tl�8888^z z 8888888 8 888 88 8888^ n "G"a :8.su>� E��eY C>�33&S:SGSS88X{.e:8H:38mwS6>:s 30 P8888"'° R <affi8`-'N NGYYB»�76 dE`NCSGE&d'= „ &-i3 „ g 9f `r�BnS - ^L&a8`-"ti>u�>nSSSSBoNHm°`:m °�8&->C 8888888 �g i "&`8- G >n )C 8<SSSSSSS SSSSS 8�>S-8'S=d 8 88888 8888 ..z 8 8 888 8 888 8 88 'xu" HE; MUI =o^oS8 SS SSa"ao=-NN 88N88888888 88888^ SSSS o oSS SSSS 5---8 8888888888888888888`Q " N N=ae>ogmu:��:ems"e"s:"sc:o ou"-.ss.ar a5 :s 3''0> • 7< -uvBY Y88n =tif &C58 Ya =SS��m8m�8�a� 88N'� _ 0 •G'3'S8 -u 8Y U >„BaS=vGSGL -„YSt68 S a Y 88&tip g�g�ye:„ s z 80 S SS S SS S S8 88888 8 88888888888 88^� 6" ' DRWN CHKD DATE STORM SMART INDUSTRIES. INC. STORM A.F S. D.RITF. 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"�tl'w i <.. 12 11 10 WOOD TABLE H G F E G C 0 A ®0 �d�0�00 t=��167IFZ7mm� 1C17 0�1©mm� I MMMM 0mBe mmum �000mi mlilm fSL�/Y7000�� Eff0�:7 iFY7CiE3�E'1if70 �Q'>E)�dari�00 �©mom®0 moo©©o 0© L31®� 0�3 ES7EY�m oao©�ao mamEKNrN.� 0emm�o mee�>•�r� �ea�3�Et�r� �aa��oo �aaomm �eao©m millumeeaE aMEM oeea�� meeeWm� ®eeeWmm� �aaa�o maea�;��ra meea�s� ®eeeem mum maeae� oaeee�� �esea�7 9 a J e 000®0 ®SF1���.7�E27 f�tifm®�'il0 Sl�itft:70®0 0�0�0m OREM I0t:70m �{C�E37C�00m mummum �!�0EJ000 �m�aEA��m mmm�� o 000Q�00 m0��EF�migm �� OEM ®m 0®®0m0 �®En000 mam�mo ®a000r� oem©mm 0O0©iT.�® gem©mm oaamEza� �eer��E�m mee�aEnm oeaBBe�BBck�m OWMEa®]MIll ae�am �eee�nc� maaamm maeeocE� ma ees�m �u�aaeocE� � aeas��♦ EEMMeaae�� 6 5 4 3 2 1 SCREEN SPANS UP TO WOOD IS with SG R0.55) ANCXOR SPACING INCH m Im Im Im I I Im I Im Im Im m lm Im Im Im Im lm Im Im n J2 Im Im Im Im Im JO I I I im Im M 114 129 Im Im Im 96 10) 120 Im Im Im d 13 Im Im im In 94 94 Im Im Im OB I Im 1 Im im Im III B4 u 5 126 Im Im 20 m 90 Iw Im Im 126 6 B6 114 Im Im 102 73 82 109 Im Im 0 m I04 I Im 1" 6) 100 Iff 7X 50 6 2 96 m 156 62 9 jL III Im 162 5 ) 89 I07 Im 146 57 64 06 103 I 174 55 62 83 99 124 160 53 60 m 96 IV 136 52 50 )) 93 116 192 m 56 J5 113 ITS B) 1 109 204 47 53 1 )I I aS I im 210 46 51 69 82 IM 216 44 W 6) 222 43 49 65 70 97 29 42 O 076 95 M 41 46 62 74 92 M A) 45 60 72 M246 39 44 59 70 BB Mm 43 ) 7EV B6 250 _42 56 67 84 264 ]6 41 55 65 B2 220 36 40 53 64 00 276 35 39 0 2B2 34 38 51 61 )) 215 33 3 50 60 )5 294 33 37 49 59 73 000 1 32 36 40 P 72 m6 31 35 O 56 I 312 31 35 46 6 12 11 10 9 a ) 6 H J a 0:V) G U) F U Z #� N W 1C K � E N RuR yy °z_2w^ <2 D 0! 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FNnp PE. 6W74 1� P.E. 60974 DaW2020,10.1912:46:02 3 .o4•ao• 3 2 1 STRAP BRACKET W/TWO IIOCREI B or 14"TAPCON PANS RANS UP iO Ihi ISYPwM G 10.55) ANCHOR SPACING INCtIBI Id 14 12 10 1 a N m Im Im Im Im 54 Im Im Im im 60 I I Im Im Im dd 1 125 Im Im Im n I00 114 lm Im 130 )B 92 105 I I Im N 06 9B 114 Im Im 10) .28 Im 16 75 96 IM I 102 71 BI 94 113 130 1 67 I 89 10 130 114 63 72B4 126 12 20 60 69 M96 961 Im In 57 6 91 114 ISIS 55 a2 ) 109 ISISf-" 52 01 144 150 4B 62 74 6 d 46 1 62 4 162 44 51 59 JI 160 13 49 57 69 86 1J4 41 4 66 IN1 40 46 53 62 m 41 52 62 In M m 43 m 60 60 W 190 35 42 48 58 21 35 40 47 55 W 60 216 34 39 46 55 60 216 33 38 44 53 m 222 32 37 43 52 220 32 3 42 51 - 69 60 W SO 2 31 35 41 240 40 m 4 40 4B 60 W 246 29 33 39 47 $9 252 29 33 3a 46 57 264 28 ==6264 31 36 55 270 - m 43 n 53 2 - m 35 4 20 ?9 34 41 2 m 10 ) 294U94 9-=M 49 3DO 32 30 48 Sod 51 38 4 312 31 1 3) 46 ?'gm m eRW»Y, YFna �na�&�5�,>n ffiH&�„$$mS„Gn •�a- •La FrdY �& .m,�$.",S_ti P&aE&`ffi.„,GG ffiSSWo•S�""ntia$^^>mPS>c�tltld§ 'd'�'�'z n m — nffi'^„CY>na$m$aaooffiS BSSSSffiSS „• -- __^'m��7i d RR tltld� >� :RY.'.I 8S�8Z'Y>'c"'i =iE"oS' 2 CY8S81$>uC^ S-o ,_a«qN:i8i • udF„Y�ai a$N,'n$$ Y`.. i�iLC$'H&° oomi z `--$ Y`-"Y,$. U7.+„P'RK'$b1 NWii, .'�`$SB• "-ii• i rB==a9 o S SUB' uER:$$m��FS'n"-iiS-r^-Yo „ DRWN CHKO DATE STORM SMART INDUSTRIES, INC. STORM S.D.F. D.R./l F. IOp JB1B Ca 61 R]IOLEWILD MM ORIMYEFS FL SMART r= 3 ww.s..ovmxom N Izavlvx-loco '��:_ ', Lia iic _ owmYoxwFFm Fu®'xa naxn "Nt(>TONR WIND ABATEMENTSYSIEM FLI 1211A H & n .— nuMUFLFmnnunm[ ION.HWV FL G F E D C B A 12 11 10 9 ALUMINUM & STEEL TABLES 14"IEKS SPANS UPTO 1in1 1(A36j St.al ANCHOR SPACING INCHES 0 IR 10 8 6 48 130 130 130 Ib Ib 54 b 130 I b 130 130 0 130 1 130 130 66 130 Ib 130 130 Ib 72 130 Ib 130 13D Ib 78 130 130 13 130 BI 122 130 Ib I 130 90 114 Ib Ib 130 Ib 96 107 125 13 130 13 102 101 IIB 130 130 130 1os 95 III Ib I Ib 114 90 105 126 130 Ib 120 86 1 130 1 30 126 82 95 95 114 130 130 132 78 91 10N 130 lb 198 75 87 104 1 130 1 71 B I 125 25 I b 150 69 80 96 1 130 156 66 )) 92 115 111 Ib 16262 63 74 89 1111 168 61 71 86 10707 130 TW 59 69 03 lffff Ib 180 7 67 80 IX 186 55 65 A 97 9) 129 92 5d 60 60 60 1im 5 60 b 60 60 204 ` 9 60 60 6 0 z 499 57 60 216 4 56 60 60 60 222 466 54 60 60 60 228 45 3 60 60 234 44 51 b 60 60 210 d3 50 60 60 60 12 II 10 8 4n TEKS SCREEN SPANS UP TO (in) 1/8'Slael (A361 ANCH R P ING INCHES 14 13 10 8 d 246 4J 50 60 60 60 246 4 9 59 An 82 41 4B 5) 60 60 258 40 47 56 60 60 264 39 45 55 60 60 276 38 44 53 60 60 282 43 52 60 60 282 36 43 51 60 60 298 36 42 50 60 60 294 35 41 49 b 60 300 3d 40 48 50 60 312 3d 39 4) 59 60 318 J3 38 4 60 318 32 38 45 9 60 324 32 37 44 56 b JJO 31 36 44 55 60 J]6 31 36 43 54 60 342 30 35 42 53 348 30 34 41 52 60 354 29 34 41 51 60 360 0 60366 49 60372 48 60 37B %393 38 47 60 3903) 46396403 60 40835 44 59 9 B 7 6 5 4 3 11 4' EK5 SPANS UPTO linl IMN 6p63-TSi ANCHOR SPACING IN HES 14 1 12 1 10 1 8 1 6 Ib 130 130 1J130 Ib 130 IW Ib Ib Ib130 130 Ib I 1 30 130130 Iw 30 Ib IW 130 30 Ib 130 I 1330 141m130 130 130 130 Ib 30 130 1 130 I 130 130 130 ib Ib 130 130 13J 130 130 13030 130 130 130 126 130 130 Ib 1 0 n 130 130 Ib I15 130 130 Ib 1b 144 110 128 Ib 1b Ib 0 JU6 I b 130 156 I 116 Ib Ib 130 162 9 114 Ib 130 130 168 94 110 130 130 130 174 91 106 12I 130 130 180 8 1 IZi 130 130 186 85 99 119 130 Ib 192 60 60 60 b 60 798 b 60 60 b 60 204 60 60 60 60 60 210 60 60 60 60 60 216 60 60 60 60 60 222 60 60 60 60 60 228 6 60 60 60 60 234 60 60 60 60 60 No 60 60 60 60 b ) 6 14"IEKS SPANS UP iO M1 (MINREEN 46063451 ANCHOR SPACING INCHES 14 12 10 8 6 60 60 60 60 60 60 60 K 60 60 60 60 60 60 60 60 60 59 60 600 57 60 60 56 60 60 60 d0 2B8 55 60 -I b 60 294 54 60 60 60 b no 53 60 60 60 60 b6 52 60 66 60 60 312 51 9 b 60 60 318 b 58 60 60 60 324 49 57 SID60 60 330 48 56 60 60 60 336 47 55 60 60 60 342 46 54 60 60 60 348 46 53 60 60 60 354 45 52 60 60 60 360 44 51 60 60 60 366 d3 50 60 51 60 372 43 49 60 56 379 42 48 59 55 384 41 48 54 W 390 41 4 57 3 396 40 47 56 52 60 402 39 46 5 51 60 408 39 45 54 SO60 Jeffrey C. Friant, c Fl��t, P.E. 6O74 P.E. 60974 Dare: 202o.10.1912. mto. 4 3 I H H G F E C B A 12 11 10 EARTH TABLE F njH ANCHOR 30" x 1/_ Shak x d" Helix SCREEN SPANS UP TO N) SOIL CIA5S 4A MEDIUM DENSE SAND ANCHOR SPACING (INCHES) 2 2 2 243 B Im 30 130 130 50 130 I Y0-- 60 130 130 130 n III 4F 13D 73 BI 100 129 130 90 93 120 130 96 BB 113 130 102 82 106 130 108 76 100 130 114 74 95 126 I20 70 90 120 I26 67 86 114 132 1 64 82 1 109 1>e 61 78 144 SB )5 100 10 1 56 72 96 156 5 69 92 7 89 168 93 64 86 74 48 6 B 4 Bo 186 45 58 77 192 44 198 42 55 60 20 441 210 40 51 W 216 39 SD 222 W { W me 37 47 60 234 36 4 60 240 3 60 246 34 44 59 252 33 43 57 25B M3 42 56 264 32 4 55 270 31 40 53 276 W 39 52 2B2 30 35 1 me 29 38 50 294 29 37 49 300 28 36 d8 306 35 47 312 35 46 310 34 45 33 4 BO 33 44 336 32 3 342 32 42 me 1 11 354 31 41 360 30 0 9 8 7 6 5 4 3 1)U"wh 1 nclpm aee'vx4 rood to be bmao mee'vm debtor, read loon Class 4A) 4 Use wT erailiwu are meolharreally,dentfiete 10 be 3W Class 3. 31 Urewib5bblemfAAles ve wed when soilcondBnm mevhualM roen11fe0 lobe base to me®um deme seal RoIICMSHAI a15dICb553 24J9 dewcWnitleNcea351-550alolaoeprobe bl 5all<b551A:1&23 blow Munl tlevbe or 27HW a torque probe 2 x ti�w� Fees p pA Q3afCr G �A BGry,G^ H15VI Yq4 •z� V Z vi W F K 7 � E Et$ s oc . < ea e K B Dlgltally5gnedby3e0my A Jeffrey C. Friant, c9riapL P.E 6o974 34 P.E. 60974 Dme:zozoao.1912:am3 -04roo' 8 7 6 5 4 3 2 1