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FL 11291.1
12/21/2020 Florida Building Cade Online 'E. RegulationBusiness & Professional BCIS home Log rn User Registration Hot Topics Submit Surcharge Stan&Fads Pubbcatlons Contact Us acts Site Map Links Search dbpr Product Approval USER:Public User Product s,r•iir, el^'�-u n Proouct or rw 11,Catmn Search a ApR1,Cetian y5t a Application petal) FLOC FL11291-R9 Application Type Revision Code Verslon 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@getsma rtcompan ies.com Technical Representative Brian D. Rist Address/Phone/Email 6182 ldlew3d Street Fort Myers,FL 33966 (239)278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idiewild Street Fort Myers, FL 33966 (561)322-5325 d rea me s@ g etsm a rtco m pa n ies.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluatlon 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 FL11291 R9 COI FL11291 R9 Certificate of lndeoendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM 01929 2014 ASTM D2843 2010 ASTM 0635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 https:llwww.flaridabuilding.orglprlpr_app_dtl.aspx?param--wGEVXQwtDgs6WGOndIUHYkUNzMffBoNkRYU8uMrNTm8lshyNgeuLZQ%3d%3d 112 1 V21=Q0 Fbrida Building Code Online ASTM E330 2010 ASTM G154 2016 ASTM GIES 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Rlodutt Standards Certified By Micron,Ucensed Professional Engineer or Archlte F f 1291 R9 0•Iv F t II 1 R9 tter o! a"Isrod.otl! SWIons from the code Rmdutt Approval Method Method 1 option D Date Submitted 10/20/2020 Data Validated 10/22/2020 Date Pending FBC Approval 10/20/2020 Date Approved 12/15/2020 6ummary a Fggducts 11 FL a Model,Number or Name Description 111291.1 Storm Catcher Wind Abatement HVHZ&Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in Hill Yes FLI1291 R9 II InsGlla[len IrebuRbns.ed! Approved for use outside MINI Yes Verified By: Jeffrey C.Frent,P.E.PE0060954 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:♦130/-130 Evaluation Reports Other:See Installation lnsWNons for additional limitations. FL1II91 R9 AE Evaluanen Reoort.od! R1ll91 0.9 AE Fire TesHrw W Letteradf Created by Independent Third Party:Yes Corto6.Vs i[or[Fie Rnrr n,e sne.mnodaae.n woo emDloy,e gR2mont -- Under FkMehe,amenedbm,x,ere wbr<re<o.d,.V Yw do rot.art yob naa ade•e,s eleased., wep<.eo vd• do mt and evohnnk mall b mlaentity.ennead,wno<t the Hake by pwne w by'..doow mad,li n,,0— Xw.50,.1.1.1.epdredenl od se<mns s.zvst ), Fldnd,1dvvdv y1eotw0bo..IL20t2.Gunmzlkenud add,rnapter 411,1 uttb an¢mall add—I 11.1 nay,d 1e.-111 Drd„IdN may ne uzM rot dIItlN mmmunoGdn pith Pe .......... . Xoneree email wdretvs.n pudk rDeawtlMll yen do mt Mak b sup}Y a rermnel,Wme please D•dMde me pepanment.nk...email aad•a,.dm<.a .ee,... eta mp wax. edNa,min.vya„arear:naee.nx.cn.erer ass.es..Dleare amu a•^ PAe.<t Approy,lwa.pt, ®® 0 [—_ Safe h0ps/fW .floddabuilding.a /pr/W_app_dtlaspx9param=wGEVX0 gs6WGOndlUHYkUNzM NkRW8uMrNTm8lshgNgauaQ%3d%3d 2/2 B E 5 R ] 2 STORM CATCHER WIND ABATEMENT SCREEN SYSTEM NN RC F NOTES 1 r HIRE DESC PyE9 I CLE1Nvq BEENOIFLMEONANDOEDNIFNI ANCE Wntl N F08 U F INSIDE AND QUTSIDF THE HIGH VELOCITY HURRICANE ZONE Pflw9n+FLlmaccwesEVFwx LeHIEN ImmIANo)JM a1FxflMn wL _ N FER.]PG COOf.POR'JSE wnWN ITHS.E NOS 1Nf M6H VELOCrY xO%RIONNI N.NF rFN MILIT LIST IEMK I m.AVD u Di.O 1.el, —3-Is'.IEANOA% I HEN', TL ARE ONE A PRECOOL w190V+L EVmr ITOP. -� MS ON Be SEJ I .1 THE E IIUN REPORT SVeMnED STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY s oR»rtn..EEcM monat sans eE� Eoa CIE oeslc Onras IN Ii Nn OPC IW wC BEE VSED'Ei EVEJN NSxJR Y. Jeffrey C. Digitally signed by WRr _ _mE wnx+H i.Mm IN, EatJeffrey C Print,P.E. Env rvEG+ 1rm s u < Q BADErlarlt9 P.E. BE JnEN+.nkJ Pee w E aI a N oe EwrN NE �� 6W74 e0 \MV CODE RESURE RE IMErss a LESS THAN OR TOTAL TO Date:2020.10.19 MVEORVEG EO ESSUBEC CM 'ESWTE v.9MFORAvi /y12� 6U974 DENCHEYASINJ NMNIN RS Mw Date:2020,10.1 Wm;N PREssW r. vE RxrxE nnsEJO EE r9nsu%n O1vIW0 [iGC�zOF'41 TESTED10.FINC ID'.11l IT usI-IµE.11"ZOnvD'F.IT MKIOO HEN CALCIMINE' eiAls 11 FEEIAO10R ^ _ HID BOYMEHOxs AVOUTVYRGRrw9.IINCLAILOGWs. irrvslFEE let. TIKE' Sa.1-..M^'INTPer.1-11,H.HI v ORTIICMPRISSIS OPIIIESIEIROTO R t!O NFN. SEv4Uk GW4R0%RLGe FRLUMC�LC Sn+LLP9EPA¢ sIIL E F911/ASVn-Im+ ASIRAE)a .1.1 C OCL'maMS FORSF CO :LNCIDN MIN IXspJCJMEx. ,n F N6 PROOUCT6MSFEDASNONaO9CM I "N"aw PoRaRTV FLED'11ux fC to ESEND BY AP:MECRew.in...aC.'RFINED CA FOR THE CdOmOM SHOx'N IN THIS FN LFNKT EV{SUMKK.UJC11( 1 i_REIH IIx+16 sPUi PANELSMLNCONALAE.YCOVERANOKE NALLMECWNa I MEHMOM, SN'LFn T'OFV.AN SAGO 6 M FBI Ca A RAHO M4RE I e 1W+uLVUIn AM_'.NM OF SOAR NEAT ENVDISMEREOUILEMENTS U `ARENT AN COM['II90UfaHwW00A+rvD0611-LEAST AaUUN1,AN L OC Ul O 81VG MEAV YUI IfRMP NENI Oil SIWI VPgfv'NI AN(N)ACY E-wE Plar OHI W%F IO wNFSIMas Z tS Ei THE AVwhwBLFSO.AN nI+16COn+lIG IKE.Ifp MF'MxpEw HeUk..IIO LOAOI I¢ IIIMLM SIANS Avo CVYON RELISHES NAMES I1 V111 p.A SnOE RAGS AND I'M ISLOW 16 FT I PAN-ISOPS F DIST IF ISSUE E AND W yF R6FLAT E u SURF I Mw uUC I Wn1C "IIROUO I n+ROW CC ITT IS ENPPR1fO AS A xw+BFR BETHAN. IS FOLLWwxRAO. .1FFFIAANIIWS:.E.Sx IRE4UREANC.''J-.An FLF{. d+ y E �(TI ENTHEMNIFEEPIT ILOESS .Ffs IGIIER n IE IOIEn'THE FINE nAYDGI In1 SPx..uM]i�sKM rllnill9F I`. o9 +i ITS I Ln 1x WARPH Aue...wuwRL.INEPT, IF 11A,I N,Y, � n H y r r' EVALUATION BASED ON: 11 'IPF MEAL.FE PEiw+NINILY REIED M11I wTR .I ONSILAREL`ERPAMIL Z g u a REFER TO TABLES aNlAxa+c HEr.I'D..MENN.UMa1E.TENTAT II. FENESTRATION TaTli LABORATORY.INC. STORw11MANI PDOS191R,aC y F e W l FOR ALLOWABLE ISO lrnfwnD llNFn+EO.111re 11111 F- ED LAB ro )wN DESIGN PRESSURES IT'NOWG ARPROvnI NO.ftl1R91 x : o `2 _ PMolfcmo. Bl xseP) PBO)fn xn u+v) O%kPMG+n + Q D I4Foe. INwI EvvL^Aµ lwevK MN LI AYUMOLIEV IFEIR:NH O%xDISE.N1+1J`15 C E 3 wFMICAHE+II SPLENA REAI10ALANEFOR1w0UPPONE SRMATTAUMEUTS MNI N< ,AS.Na. pETFCIgv RFOUEIM'fNli JNLM I'VALLEO IN ESE HNEV ONE A M MENDIDE B11111T Nc 1111B., PROTECT No 1'LINK IEGIOxs NEN IFNEO4w VMLYS ARE NANN U SM HE L[CNOraABI F"IS NFELLEI BUCKLE SPECIFICATIONS: DEFLECTION MMIFFE G 1.KEPT )uI Lry rve. pe•B u. M"As If RnsLi'(DOIDE011LRLter xo A[pIMNM CERIpCAIFNS ON R N WLCI o. LSWF ELASTIC,NO, q9 N +N PATTERN:snSE IeEIn GRIP SARE NTFVnEO 1.NA E. 10EMEHMH 1111-1.0.1J" M A ALW. M EXENTIIWS SHALL BE e'Ysry L.N.O. H H I'M.a05 111.1 ALL k SO c LAB ro, imA .BN LCANTRI+r ArnAl HUR a ANE BARRIER C RO,SCTNo. TS Mit Y Ik JTda w g 3Y o - Sqb LABpme T1B oa0 STRAP SPECIFICATIONS: rnL m O)ECI Nn. 1)w I oJlcl u. kv PATTERN:%IW1000 11 .1 IDS A LATE W. w.2 1.V.NV e)e. wn) TWEI Po. I. I.r NEST S MUw/UIMakB I e/s./.o.M)' L .1 � 666 TNICxxns EDBOBREAK TR.041U' :p 5 B odli AVENAGF FFEAV SRENGIM;d.A1Li T 2 ci C MARRNOfCNvnIP JRY �L,HGHI MMnwIV U p g£jY B Hoed P. c+ss rvoedro. 1�+w DT, y LIFE TED 10]tl �.ro. 1y.) U9"�TOFI IWAI $rg xv RTHSI+nCI'ICXV +sInI GIL I ! NAC111W. ITHIIv .M, 1.11 SEWING: a..1"Itnx.w"I 3 p 9 E$1'W TO.RSRR 4 READ IWR ME SPAM.'L I BaIFI RIWflW r1I CIL V+'.0.' ED PROJECT.. M+➢5R PIKE MEAD OFFER PANS LN TO Ia'A-I.'Yrdl LFRO O Oxx EFORS' HTEENN .:lFsmclec Cuu nx sltEl] MxNW1II p OSIe1 OTI. IT wM HETpHNO I'FalCABLE ENGMEFRMG 8IDAC41.M'CJ 'EniILCTSm mrei aPr rnn l-Fsl r-au 19.Iw.ora..A1;.. s IeERcmN.N mR'.•, 12 11 10 9 0 7 6 5 < 3 2 3 '1 1 APPROVED EDGES STITCHING - DETAILS STANDARD ROLLING SCREEN HEM: - YANL e NFt"Y.N rDf np _I F".u.. -1. P.rl,,„XEM". x mai nr. �. ar rrrm-xr rn m.nrn«c U ^ Z x STRUCTURAL HEMS „eA, E _.._o < sR .Yroes:a eL.�� � � � o Eeu+r.lal. LOIv"e.. _ I. O.-1 El PXEM urq P.WE A@, 0 V ALTERNATE FIXED STRAP/LOOP Q c nnww SECTIONAL DETAIL FIXFD STRAP/ISTRAP/I OOPS_ �llE jlfAl c .b 9J"l�/STRAY O'J f e a m B tS e Oe CU y§f ]I"3 YLE I{vI I 1t IRI.._X_a'. 3 w � JeffreyC. Dysl9nebby - - n Jeffreyffrey C.Frlant, P.E.60974 ow;IP S''Yk�' .l°". Friantr P.E.60974 Date.2020.10.19 L 1228.34-04'00' 12 11 10 9 0 7 6 5 1 3 2 1 12 '1 1 9 B 7 6 5 p 3 2 1 W, N TABLE ARALUM LWIN ILOA N pganLLEL 10 WMOLO�O Soo- DESIGN PRESSURE IPSFI — 48 11 LT 49y_. _ 11 IT 166 T �Ip sp —_ B a �p59p6¢e uy9 p Q+ G 66 1z 1 4 �44 p ._.4 984 za - GN ]6 _ 4 faa yy 102 p p ]89 B54 B�_ —y -_.G.a4 1 r Q)q _ p - rl 126 -- _ 92] 132 144 — r IS. _ J - d r _ p — 4 71 _l4. — Z_ i ;SA 3 416 85 _ 4 16B 3 9... 92 9 1 4 W ^; IE. _ -.— __ O _ _ 2 r - 15- E 4 9 1B6 4_2 4 - y1 192 446 - —5 -- -.I IOj IIBI- -- - 14 4 I D 1 l _ c „�—_ _ 111 -Odle O �. .4 1z._ _ _ _ i _ 210 .3i �- _ z 211 3 a, r .r. 27e C£ < o 0 v4 J 240 11 11-1FRPFHOICU4R LO.Ns 246 L _ 1=SCREEN IFNSION N 252 36 'EITHER DIRECTION) 25' It, _ _ 4 _ O 214 1 2)0 1 O 282 6 3 _ _ O 388 _ 667 J _.y Iy=pgRnllFUOnDS 294 �]] _ __ _ C 306 300 _Gq ST2 _ 7za _ 1 -y 31B - I3d - I Id S 314 14- __ J30 LOADS ON EXISTING STRUCTURE �o g a�e J� - - 7 1 —J - 4 51DE,SLIDE.GROMMET,651RPP IHSTALU110N5 U rc Yf B 354 `=a $$ 360 _ 1 1ar.rmx mn•;rr arun�w re • => 3 366 r- ..ei All, 3 2 - E +.apex e+ a.. .ur [ • yr 3>8 .. p10 SEA - - Td1�_ - 6 Jeffrey C. Di9itallY signe by 396 - -- _ TBZ_ Jeffrey,FLIaT ,r.E i08 een _ Friant, P.E. 60974 mate:2020.10119 J 60974 1228:55-0 W' I_ 11 10 9 B 7 d - 4 3 10 9 F / 6 .r d 3 1 TABLE 2 RFSIAT ANTI OADIPIF) � H 1 PERPENDICULAR-0WINO LOAD `I + DESIGN PRESSURE(PSI) l0 - 4a Ie� 60 21, I-Af _ _ 14 __ C 60 2 4 . . IM04 1 - I 1 1 34 4 e�QI� _ 8B -�..1 �44 & f 1 4 90 50 _ Vy�� 96 550 7( 170 1 0 4 J 1�{/� 1Dz19 230 114 170 n - - _ 4 .. I 12e 7C _zzz2a �6b - 4 s - to 32 I38 _ 144 4�_... _'r d -J U i 150 90 _ I 0 1 TI _ 4I d $50 156 90 162 V I60 _ 4 - 4 1 __ W I]4 1 ] J I 4 40 K E u 193 I10 4 198 Q ; 2. i 210 21e 222 - - 4 30 tt C Sra ] 43 -I zD 240 246 R•FERPENDCULAR LOAD .,CREEK ENSIUN 252 191HER WECIIONI Y 250 _ 264 270 3 _ Q 2]6 _11 202 Zee - - n^0 1 1.mnenl LP.IOnC6 I c 394 21 9 I 1 3D6 _ 4 - I iie 24 330 4 _ 0 z„; LOADS ON EXISTING STRUCTURE a 342 260 36� 9 jl -- 0_ 3�: IT 348 _ 4 W 6 0q _ SIDE SLIDE GROMMET 6 STRAP INSTALL (IONS U 354 -7Td-_-79(1 a00 - =ti1 Y 33111 — 64 Sn �. 9pf tIM :DB p31 � Dl S Jeffrey 39 4 1effeYCF91anPE. Boa _ s974 a E 4- - - -- - - -- Date:2020.10.19 60974 1 z:29Q9-04.00' I 1 10 9 B 7 6 5 4 3 _ i!.iiR�ii11ii4iilCiikiikiilJFiiFiiE.iixi�ll•iFi fiiiE.iixiik!•iR7ilFiibiiiiiFiixiiFii[i�Ii i/.iilGiilfiiNiiFiikl•iICi�FiiFitwJ•i}ii]kiiSli i!iiFiiMJ•i1FiSFiiSliiwJ♦ilFiiwiiS'iiwJ•ikiiAi I il.iilFiiFiilliiSiiS::!•iS�!•iwaiiiil�iiLiiAiiw]• ili�ilfiiitii/Full:ii�il/iiF'1•i:kiiAiili•ilFailki iC !♦iEiiwiix�il4 i3ii:k�ix:ii'JCiil.11�iUF�i11C�i11Ci• ita)♦ixiiNsiafii:xii)iiiw�iNFi•i11F�ii➢aikx.�iFR:�iL:l• iF{1•iE:lilt�i+Y�i'Lailk�il.F�i11C�iYlk�ikNaiCF�iFS.�iFS�1• iki✓♦iL.)•islo�l:iii.kill:l•ix:�iYJR�iFA.!•iCk!•iF}v�iF1k iFwi iF:mil/ii:MiiFiiGFiilFiiYF)•iYlfiiYFiixl/iiFlYiiRw�iF1l1• iCr�i liiAiixf�iRF�iYdiiYd�liF�iCF�iF11�iL#�i1A�iflli it.�ilo�lFSirx:�iE1F>♦�idi•ikx.Eli.7F1•iCFt•iF1FSiFiF�iilF�iYlfi il!S•isF�iAiillx�ilF�iYd�iFlC�ikx'�iCikl•iFlt�ifl�iG�_i_[kJ• M7i�s��1� �IA;�Y�iF►�� ;�-��F��[1wY�i�X�il�FiiCl:� NOTE iA:1•iGk�ilFi♦iNFiikk7i[kiiFSl�iFk�iFk�irb�i4k�il'Jk�iA)� ii-!SiUx�i11F!•lid'�iYF�iCx'�iF1C!•iFS'!•ifb�itlt�i:F�ii'Xl•i:x' iii��ki•ii1F�iFk�iCN1•ikw�iFlf:�ilw�iYJF!•iFk�i'E.1•ikN�i➢Fi F ill iilF�iidJ•[iF�iCR� iu•l,iid.�ikk�iCbSiFS.� iil!•ikF�iCd�iFwaiFw� ilr�ikF�iCR:�iFS�iG1!• iii!♦iCkxi•iFS!•i[k�iY�fs iits�iEx�irxl,_iraairk� iL' iF1k�ilw�i�:�iYAI• i �iew�ilk�i.IF1•iik� itf>♦iir�ill{iill�iki iAYi•iG.I iik�iG:�idb� OLIVE OF THE WHE THAT OUTWE OF DEE FWZ THAT ONS FROTE.INSTALLAllOES iA:!•i1lf�iiFaillk�iiF� il!��Lkt•i{E�ikFlfiil� NOT REQUIRE SEPARATION HOT REC)LARE SEPARATION ili)•�Fll�i kliid:�ikw� IT FROM OWING FROM GONING, MEASURED AT PANEL DEFLECTION MUSt RE .1EMSIA., SEE TABLE WASURED AT PANEL s7PARATION FROM,GU,ING SEPARATION FROM GL ZING kM DEFLECTION DIAGRAM DEFLECTION DIAGIZ, iitt♦(�i'E!•ilFiii![[�ikkl• i Ll�ikF1•ik&I�iLLiiFS:x� iiFJ,ikC[�i{x�illk!•iYl:i• , i�i'iikS:�ilL!•i d.iilk'l• !!FiiFi�i E�iilSilFa ibi11•iklf.�i..k�irNEl• [iiSii7:kxi•�iLC�iFwE� ii3Sii2:Fii:.)iild'iixkl• i�a�t.i �ilFk�t?Iw6� Jeffrey C Friant,P.; i?ZiirL�iP[>•iWlSivLk]• Jeffrey C. Digitally signed b� Friant, P.E. liS�il'FiilE)•iFd:�iL[i iri•i)k�iII:�itN�iLk� �iSk�iFliikbsiFA1� •1 ' 3 P P Vl vF L O P w E�7.OLl UP SCREEN SIN�If PANE-ELEVAiIQN R LS.IJ-P QMPONENTS ANC END CAP ASSEMBLY DETAI K J E D MOIINiING PPACKEI SHA C O Off 0 Q C A'i C I p 3' j r n { B ] E rr�ROC-UP q SCREENMLSIPL l II FEVAnir_3 _MaO U_NTING BRACKET unnory o y eJeffrey CR"'"c4-nt o 4� A PEdfL,P.E. PE 07 60974 D33335-0C'OPR 12 it 10 9 a 7 6 5 . ] _ ° Jeffrey C. Friant P.E.60974 .y 6rW x1r'-1c n o 'M PL w7°, IF 4L 2m IVI IU319M _ �- r N F m. IT E m,rr., y n1.IF 1111-1111F,1-11 IT ~ B4 - g oi/1/ 0 r n�a.cr W tl pg5 F. R 19 10 Y a 7 6 5 4 Jeffrey C. Friant, - P.E. 60914 fD191NINsiC.o �L f P ByhHpi 999 6N74 IL Date'. �V I^! 3030.10.19 V •� - 131341DU O E -- WALLn9UNr SECTION ��wA L MQUfILsfCTION �•� I" l WALL MOUNT SECTION f E. z 0 g�g Z < 0 �3 D ` .. _SECTION ovvin2 _�ALLLQ911L6i1QLLR1. - :t, �MVA4LQNNLQJNI SECTION IN MOUNT SECTION 1 11111Iw14AN LE o a `I vC:MOf SCxpEN U'IgNµ y C /� :(rvMEIAvfMx IY—. 1'ntlPiw..v:al _�\. v SIM 111 - 1 •. a �Taa 1;4 \1 l3P �m-veE L E Ee 1 vE' ,e E� . f G ,�.xAn -�_RPFN➢ONE E pIN 1N�,E_WAJL rw�RELENpON ANGLE:SECT1QN �RE7€NIIpN ANC4Ey�l ENIl� NGLE _iECILON � � 3PE o B„i'3 SCRENI PM.!-nDS All WWf11HEEFF.AP1.E1L. 1gk NObi WIElEroloij 1.ACK E1S All AGMISI ME FWI@39RUCHNEf R V 1 I 10 9 C / 6 5 1 3 2 1 � A v I v =� I I I '1•:�:•p•S9:�iiii:�:�iii�iS�.VS•• `- � %i �O pi:'S•••00•OS� ti:•Syii•S S�:p� A. o A .:.:�ii:i��OSO�i'JSf�'p��••,.f :•O: .J:yaOp: ;:Jp:'i:::iS•••: iP'i}•iJ S••�•`iO.F.•:hpi p:PO:�. b�h••�h`S••O••:�i A iSJ.�Q.��:•i.•�4Vpf�O j;' 1:�i••1.••'S•A•i0i•O❖:.S•: �I � •: :•:•:❖:❖•:❖••�S•'••i'••:•:' �' I G :js040:'•�h:'i'4:i i •A"' �:40ti❖:i0 J.O'•S•'� i •• ❖�i i•:':❖:'i::RO'0�4' • � � s0❖. hVh..�•h ..hR S ❖•••❖••�p••�4••: I I� JpS• ':'yy SO •: ••h'Oi _ � i❖: :4ti i• i2 11 A v D v n O + Q x u � I I m i m r 60 N �x n V 7 N T ' � Oa � O uSO ' p ^ _ =R. C40 wTE STORM SMART INDUSTRIES, INC. STORM D.R./J.F. ionmw ixRlC�twltullxc�� SMART O aw sa o00 SIOiMCAliifi MN�AbA¢laEhi SrS¢v,fpl]91-19 XYXE6 - .�uxM.lnm�orr�Naxeun NO"O1V FL .-. . D a n o m ,• Q 12 10 9 a 7 6 5 a ] Jeffrey C. N _ r 7- ,,� 60974nt, P.E. 60974 Dlglially Mgrled 1"'Flat,by ey C. F ll. ME.50.19 N 74 [2,3520Z0.10.19 Q G 12:3525 40'Op' LL L Mtn It FT'F'T -K �RFVFRSF AN(' Ff3 TRAfK /+�4ANDAR T' TRACK FO AN(:I Ff]iRAPN r �� F Uei .Are.. . . ��wf1RA� `;� •<. .n..�...�. � �n.�e.�•. IIK _- F pIPPEIIR KEF NO ES FACN s1cf Z OPIJF`PfRIIWREAJ.']O DfNffR W - F 3. 9AII S 01N 0 P W/MINIMUM R/.PNLOf:UL05.wL E C 3 WUk$:A�tlHl wk80W3 wI1N ~ � _ 0 SFIKNRA ECL[NFnt YnRY50r g w PAWCt $RSHCCI. - MIv5p1ElICIA10RIwE00NGw: Z Y m fu yx v0 n -2 D kWINDBRACE <O RFOVc (1BDT OSIBFmswufolN svA.clRfcnou ). 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Fdanp P.E.60974 •I f� 1'f 3M,en Z Tuee✓ ]hHeale Z' ]Ibood ]If ]I Pn orMm•: I3 60974 Dat6:38-040.19 0' 1:a10. r IUROe1 12:36:38-04'00' 12 11 10 9 0 7 6 .5 4 3 2 IT 1 10 9 R ) 6 5 4 3 R CONCRETE TABLES ==" SCREEN POURED CONCRETE SCREEN POURED CONCRETE H SCANS POURED 3KSN CONCRETE SPANS IMA IN SPANS !MN JK50 SPANS [MIN 3K51� _ U(9r� ANCHOR SPACING W._ UP ANCHOR SPACING NCH UP TO ANCHOR SPACING INCHES - 24 W 16 12 10 ! -16 14 R 10 1O1 12 0 ! 6 4 4 Ib IJO Ii0 UO p0 4 130 IW 130 13R I:HI I 1 Im I30 ly S4 Iw 130 130 130 S4 "1 130 130 N 130 I:p 130 130 1� iV - 130 13p I>t1 W 1 {0 130_ 1 I W W 13D W 130 130 130 G {6 130 IW 1]0 130 130 66 130 '.30 IJC 130 130 6t I I I 1 130 n 1 W 13p 130 0 I 0 n I. 100 l yl y1 Lb n 133 i 130 130 GC 70 IJO 130 130 130 130 70 130 130 !W 1 23 i 130 13D I30 I �I^ as IW 130 130 I 13 04 130 130 ",W '30 I,R1 M II1 130 13p V/ Po I30 130 130 UO 130 Po 13C 33 130 ITJ IW 90 IN 125 ISO 13o IW O 96 130 130 130 -1F1 130 96 13C 3.0 130 ',30 IW 94 9R 1w 01 U 130 UO 130 1@ 12< 130 '.3D 'W W 102 92 1 I F 1W 1]0 1J0 130 I10 I]0 iW IV 130 130 8) 14 I 130 E 1L 12d tJ0 130 130 130 114 II1 125 130 13D 130 Its 52 1 1 130 N F 110 110 130 IJO IW 1 120 105 1,9 1, l;b 130 _1W )R 94 IV 13p IED w n III 13G I10 130 126 II@ 139 i 126 74 09 III 1 1m 1 109 I 130 130 1 132 96 1 3 'W _ 122 71 I 130 V IM IN 125 130 130 IW 138 92 1 J -10 I I]0 13B 6R R1 1 1]D 130 Z 1M 10(1 11 IJO I, 130 Ip BB 99 111 130 Ir 44 65 ) 90 130 g 150 115 130 130 iW & 95 1Ed ''26 130 1 62 IS 94 w F 156 92 III 130 130 IW 156 RI 9: I 1 IW -' 120 IN 162 89 107 130 130 134 162 IR BB TOO IV I]!1 1{6 55 69 W IId 130 m Y - F 160 56 1 129 130 134 160 IS RS 97 113 I]0 -1" 56 d) N III Im e, I74 R 99 I24 iW IJO. 1)4 73 82 93 lD9 130 124 54 65 81 1 1w J R IN So 96 120 1 W I W IN 70 79 90 1 5 I i 62 ) 104 130 p S L + IRS 77 93 116 IW IJO 106 6R J6 57 ''*02 130 i 50 W )5 101 130 1n 60 60 0 600 192 60 74 60 Q W I1 d9 1Po 0 W 0 0 190 0_ 72 W 60 0 190 47 57 D 201 0 W 60 20/ 0 ]0 _ o W 0 46 ss W 0 a . 310 6D 60 W 60 110 W 60 60 0 W 210 d 53 So 60 Q 0 216 6C W W W 216 59 56 p0 0 216 43 52 60 so 60 ZM 6C 60 6C 60 223 57 64 60 60 60 212 4 Si 0 0 W S us NJ W W 60 AD Y20 55 62 W 60 W 41 49 6D Z14 W 60 6C 60 54 61 0 60 W 234 4R W W W 05 240 W W W 60 0 2 53 59 60 W 3 3 47 59 W 0 Q S Us 59 W W 0 W 6 51 SR W 60 146 46 ) 1- 152 57 W 6C 6 2 S0 6 AU 152 37 45 56 60 0 h ` 260 % 6C 0 60 60 300 49 55 W W W 250 b 44m W W 164 55 W 60 0 60 45 54 0 60 60 264 35 43 53 So w R k 6 2M 53 6C u0 60 60 4 53 00 60 1A1 42 52 0 So o 276 2 6C 60 60 60 96 46 52 9 60 W 2) 4I A 202 51 6C W 60 60 45 50 60 W L2 33 40 50 W W _ }" 3 4 SIR W 60 60 60 W 4e 49 56 W ] J 39 49 W 0 gR 5 294 49 .59 6C 60 0 39 43 4R 55 394 J W a LL 5915 R JOf 49 -6 j60 4 4) 54 60 300 31 37 47 W 0 rc y :e R 306 41 46 5 W 6 306 J) 46 W U [] 312 46 55 312 dl 46 60 60 3Q J6 d5 310 45 54 3 4 4 L 313 T9 44 59 4 S3 ?A 39 44 W 59 6U 35 -4 52 300 10 43 49 5) W Jeffrey a , , 9�4 330 43 57 1 42 4 W46lC - 33 4] 56 42 51 D 42 - 5 C. Ffiant, 41 WA 41 0 36 4' 4) 54 W D.W. 340 JTWSa41_ 49 354 36 W 4654 0 P.E. D41e: 35, 2 40 3 A A 360 40 48 30 S 40 45 6o 202010,19 360 i 9 52 W bf 60974 129146-0faa 12 11 10 9 R 7 6 , 4 3 7 1 12 11 10 9 a ) 6 5 4 3 2 1 CONCRETE TABLES 3/8'IHREADED ROD aEPDXY 3/6 THREADED ROD aEPDXY 7/8'LDi ANCHOR 3/6 LCi ANCHOR ' GREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE _ SPANS IMIN 3000 P31I SPANS (MN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN WIN PSU F UP TO Iln) ANCHOR SPACNG(NCHES) UP ID ANCHOR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES UP to ANCHOR SPACING INCNESI N 21 21 WU 13 (inl [in) fin) 4 21 22 I 20 I 11 1 13 6 11 1 16 1 14 1 12 1 10 6 19 1 11 1 14 1 12 1 10 1 ' Y 130 IV 13p ININ I W Y IN IN IN IN 13 1 240 5 60 60 f, 54 I30 IN I30 im 130 I;q 49 $] 59 60 61 IN I 1 130 1 346 52 59 60 60 d0 0 G 60 130I 1 00 130 1 48 52 5) 60 60 60 130 IN IN IN 130 I 3S3 51 5J 60 60 66 130 130 130 IJU 130 130 358 4) 51 56 60 60 60 fd 130 IV IN IN IN I 3S1 50 56 60 60 6 72 130 130 1 0 13p I)(1 210 45 55 aD 60 60 J3 IV 130 13D 130 I IN 2" d8 55 60 M I30 I 1 I 130 1 2)0 M 53 9 60 60 28 130 1 130 IN 13 130 190 4) 53 M 130 130 IN 130 I]0 i 2)6 A 47 52 60 60 84 130 I]0 130 126 46 52 60 60 60 60 - 90 IJO 130 130 130 1 283 41 46 51 57 dD 60 90 130 130 IJO IN I 130 281 45 51 60 60 F - 91 125 130 IN 1 IN I 218 42 4 3 60 60 96 IV 1 130 130 i 130 388 44 50 ) 60 60 U1 f 102 IIB 120 130 130 130 0 294 41 LS 49 54 60 60 103 125 130 130 130 130 I 290 44 49 56 60 E 1M III i 130 130 130 ]00 40 4 48 53 60 6p 10/ 119 130 IJtI 13D IJO 1 43 48 55 60 d0 lU 105 ITS 126 130 130 13 306 J9 43 4) 60 60 I11 IIZ d IN 130 130 I?0 306 42 47 Se 60 U lID I 109 1 1 1 1.H1 J13 J a2 46 51 60 60 1]D 10) 120 130 130 130 130 J12 41 4 60 Z lb 9 104 114 2 I 311 dl 45 60 60 Id 1 1 0 1 1 31 I 60 in 91 99 107 121 130 IV 324 37 40 44 49 60 60 in 97 109 125 13 1 0 IN 320 40 44 1 5 60 N 133 ) 95 IN II6 IN 1 330 36 a0 dd 48 60 60 IN 93 104 119 130 IN 1. 330 39 44 W58 60 W > 1M 91 1 111 IN 1 3 3639 43 I 1M 9 IW 114 130 130 I 336 38 d3 49 5I 60 E 1 87 96 107 IV I 342 35 38 42 4) 60 60 150 9 110 1 8 1 130 342 39 42 48 56 60 60 E IN )) 84 91 103 IN IN 341 34 30 41 / 60 60 IS4 8 9 HIM 1 3 1 W 37 dl 47 60 142 )4 81 09 99 I 334 A 37 41 1 163 ]9 9 102 119 130 I 354 36 dl 16 Sa 60 60 CI $ S' C IM )I )1 06 95 IN IN 310 33 36 40 44 60 60 166 76 86 98 114 130 I 340 36 46 53 60 60 o W d 1) 6 5 92 I 146 36 II 1) )d 83 95 it 1 0 I 366 35 45 60 Z y F p E 6 180 6I )3 80 89 130 I A378tJ2 Ib >I 90 91 10J 120 I 3M 31 39 99 5 60 60 116 65 )0 PJ 129 19 I 1IS 69 1) 88 Ip3 124 1 98 3d 44 51 60 K 9 pD 1 d 60 60 60 12 34 19T 33 3B13 50 60 Q �' 0D 190 W 60 60 60 4 I 198 6 60 a" 33 3) 42 4 60 'd2d 59 60 60 60 60 J 4 6 204 60 60 60 60 60 39660 d0 60 210 60 6 60 60 60 4a2II 0 214 56 60 60 60 32 35 ]9 59 60 214 59 60 60 60 60 60 401 3 5 40 4 SD 54 9 d 60 d0 w 222 5 60 60 60 60 w u 221 5-357 60 60 218 56 60 60 60 60 Q p 3 51 56 60 60Off 1 334 55 60 60 60 60 N - c 210 50 55 60 60 d0 20 60 ¢¢ C O :NHS u O Is .- Jeffrey C. e 53�3 Digitally signed by O 3Rrrreyc frlan6R.E A Friant, P.E. 60924 C A Date:3020.10.19 J 60974 12:38:08-04'00' 12 11 ID 9 0 7 6 5 < 3 2 1 12 1 1. 9 9 ] 6 5 4 3 9 CONCRETE TABLES H / "H It W nn�r� 318"WEDCFANCHOR 3/B'WEDGE ANCHOR SCREEN POURED CONCRETE PSJ FlLL[D SPANS POI)REn CO,PSII SCREEN POURED CONCRETE SPANS (MIN 3000 P511 SPANS h11N JC00 PSII SPANS IMm]000 PS0 R..nu UP TO AN HOR SPACING INCHES U�10 ANCNON SPACING(INCHES) UPiO ANCHOR SPACING(INCHES) 18 16 Id 1 12 10 is 161 10 6 16 16 14 13 10 6 _- 40 130 IYJ 1x 130 130 I" 240 40 I M i �[ 54_ 130 I I3C 10 130 10 1 I 246 q_ 1do G 60 130 -13C I]C I30 130 I I _. 130 0 130 t " 2S2 40 44 I G 1 130 130 In I 1 6B 40 )2 IJ 130 130 130 72 I:W I � IJ0 IM I 264 40 <4 1 60 G 7B RD 130 130 Iw 130 78 I23 130 130 130 1]D I30 270 40 44 51 O9B1 _I]C 130_ 1 0 I 13(1 N 114 129 I, q0 130 130 lj"- _4U 4J 51 6 VLn 10 124 130 130 w 90 107 120 34 130 130 130 282 40 4.1 It, 130 130 IJQ I 96 113 9 0 130 i30 288 40 9q_ 1 L 1 110 124 130 I30 1J0 10 'J4 106 121 130 130 394 4 <4 5 _ 9 _ - F IW 104 II' 130 0 I]U 109 99 In 114 Ih7 Im I ME) 40 4 1 BI8 _III_-. 98_ III 126 130 IJ0 114 B4 95 109 126 1 In W F 120 93 105 120 130 130 1 90 103 12L 1 312 CO 44 51 60 60 60 12A 89 IW 114 m 30 121 7 86 99 114 130 130 310 40 p4 1 U 132 JIS 95 IN 127 13C 1 132 73 82 94 1 1 1 0 --- 40 S, 60 Z in B1 91 1 IN 122 130 1 138 70 78 99 104 125 1 ]]0 n0 .I 1 60 — r 144 79 88 100 117 144-� 6/ /5 86 —16CF 123 in 336 4 1 60 M M z in 75 84 96 112 130 150 64 72 62 96 115 IX 592 �0 4 a.. W rZ _ E 156 72 61 92 1 129 156 52 69 79 92 III w 34B 26 31 41 50 60 0, E 1 69 ] 89 1 4 124 162 S9 57 76 89 167 130 54 N IN 67 ]5 86 IW In 16B 5] 64 ]J 86 103 1Y1 310 0 34 39 0 w 174_ 6< '2 63 97 116 i 174 55 62 71 Q 99 130 366 W 34 39 IN 62 70 80 93 112 10 60 69 M 96 110 372 29 M 4 z ' - 1 60 77 9 IOB IB6 52. L6 . 66 >] 93 1 3)I - 46 Z i F � `� 1n 58 60 60 60 60 -192 6U M - ]I 7 60 19B 57 0 60 6 19B 48 60 60 60 390 g5 0 55 M 47 53 60 60 0 5p - 1 36 44 0 210 53 60 60 60 60 210 46 51_ 59 60 450 4 2 4 ' z 216 $2 58 art -21 44 " 50 -57 60 40B _ 30 35 42 60. h 51 222 43 49 56 60- 60 - 49 55 60 32B 42 47 54 60_ M -60 u 234 48 54 - 60 _.23{ 41 4r SJ W NE F 246 46 51 59 60 60 3M 40 4< 51 60 60 60 1 C 252 .l4 50 57 60 60 _C 25B 43 49 56 50 .24 42 m 55 w 0ff R$2x 270 41 47_ S3 60 60 276 41 46 }2 60 u 9 San 94._ 45 _5,1 50 288 39 44 0 7S8 y39 e 294 M aJ 1 49 57 i Y r 4 B 300 37 42 5 ax: B .17 41 4/ 55 312 36 40 46 54 i o 319 - 35 d0_ 4 _ i3 6 B 5 3w 3 >e 44 so Jeffrey C. Di9ltally signed by _ ],2 a 37 4 49 9 Jeffrey C.Fnant A ,w5, „ 4] , Friant, P.E. P.E.60974 / A 360 v 3s 4 47 60974 Date:27-04'00' 6 12:3827-04'00' 12 11 10 9 B 7 1 1 12 1', 10 9 8 J 6 5 4 3 2 1 CONCRETE TABLES 114"PANELMATE INSERB III PANELMATF FF"LE 114'FANUMATE MALE - H H SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSII SPANS IMIN MSI) SPANS (MIN 301( UI'n'O ANCHOR IN INCH UOnO AN H R PACIN MCHFS U11^'O ANCHORSPA M N HE l5 li 10 IS 13 16 q 12 IO 13 16 U 13 10 i- 48 130 1 130 1 130 I IN I IN 4B in 30 130 IN IN 43 IN IN IN 130 130 N 84 IN 130 IN IN 130 54 I 1 130 IN 13 64 IV I :M-130Li - W IN 0 I30 IN 130 60 IN 130 1 13 0 IN IN IN IW Q f, 66 I30 130 IN I 66 13 1 1 i 1 66 130 In 130 in IN c 72 130 130 IN 130 IN " 121 130 1W IN IN 130 Iq 130 130 130 78 120 130 IN IN IX n II 1 6 IR III 130 93 126 130 1W IN 130 N 111 130 130 1W IN M I I m 117 130 I I -1-30- ///�yy�yyy..: 90 104 125 IR 130 130 W 97 I09 124 1W IN 90 109 123 130 1W 130 ^ #- 96 99 IV IN ISO I IN 102 11J IN 13D 16 103 115 IR 130 130 102 92 110 IN 1 130 102 5 9 110 12B 1 96 1 1 4 1 IN L _ 10 87 104 IN 130 IN 1W 1 91 104 121 IW IN 91 to 117 IN 130 N E 114 82 99 13 I I 114 J 98 115 IN 86 97 11 137 IRE) JB 94 II) IN IN 120 ) 82 93 109 1 IM 82 92 105 123 I>!1 126 J4 89 III IN IV 126 69 J8 89 104 124 I$ 78 W 100 117 IN 132 JI 106 128 I 132 J4 B5 99 11 132 JS 4 9 II 130 U a 138 1 102 I 1H 63 JI el 95 114 13B JI W 92 107 128 Z 144 65 78 98 IIJ IV iM W 68 JB 91 109 1 68 27 88 1 1 3 1W 62 )5 94 Ill 1 IR 58 66 JS 87 I IR 66 14 98 118 W E 156 0 )1 90 108 130 15 72 B4 I I54 63 11 81 95 114 1 2 9 ) 14 1 I6 54 W 69 BI 91 162 61 68 78 91 109 E 1W 5 67 8t 100 125 163 2 58 67 JB 93 169 59 66 15 88 105 N 11 65 81 97 21 IJ4 56 M 75 W 174 51 61 13 85 102 1W 2 78 94 11J 48 54 ) I J 98 I" W 75 91 11 IN 47 53 JO 84 IN 53 W 79 95 Z 8 192 49 59 W 0 11 45 51 58 W W 193 I 0 0 3 _ S z 191 A> 5J 0 0 60 IPo M 49 57 0 193 So 56 0 W y G & n 0 2W 46 55 0 o M 43 48 55 W 0 204 0 54 0 60 60 Q `m — D 0 45 53 60 60 210 41 47 53 W 0 210 47 3 0 0 0 e 216 52 W 0 216 0 45 2 W 216 I 9 y 222 4 51 W 60 W 222 39 94 0 59 60 222 SJ 0 60 233 41 49 W 8 q 49 J d 234 q 48 W W 0 230 37 42 48 S6 2N 4 d) Sa W K 2q 47 59 0 MO 36 dl dJ 54 60 240 41 b 53 0 W ^f' 246 30 46 A W 6 JS q 45 W 2" 0 45 51 W W Q C 232 JJ 45 56 0 W 252 35 39 N 5 60 T52 39 N W 59 0 to C J6 a1 54 053 34 38 43 51 d0 25B 49 9 264 35 43 53 60 60 2" 33 37 42 4 9 264 37 4 48 56 60 270 35 42 52 60 60 270 32 J6 41 48 58 270 36 41 47 55 8 ){ 3d 41 5I 0 0 28 32 35 41 47 57 2]6 4 6 53 — L 232 33 40 50 60 0 232 31 35 q 6 232 35 39 45 5 2B8 33 39 49 59 60 233 W 34 39 45 54 2M ]4 38 d4 51 W LL 6 294 32 38 48 57 0 294 30 33 44 5] 1N 43 W 0 e 300 31 37 47 56 0 00 33 37 H 52 300 33 V 42 49 59 s t NRl 1 3I 46 55 W ]06 28 2 3I 4 I 30{ 2 36 41 40 58 t3 p Y B 312 30 36 4 W 312 28 1 312 41 4I J S 318 29 35 44 53 60 �c.. 31B - 31 M 41 49 313 31 35 40 46 56 g S 4 52 60 Jeffrey C. Digitally 5ig1 -324 - 3(1 35 q 4B 324 30 34 39 46 55 3 LL 28 34 43 51 60 by)elhey C. 330 - 4 q 4] We 30 34 38 4 4 3" 33 42 W 60 Friant, 336 - 29 R_. 39 4J 3M 29 n 38 44 53 2 - 3] 4 49 60 FrianL P.E. 342 - M 33 3s 46 2 ll 4 5 A M - 32 10 4 W P.E. 609J4 J/3 45 2B J2 36 Ia s 354 - J2 40 48 59 Date:202010.19 354 32 3) 44 R - ID >6 42 W A - 31 4 59 60974 12:38:454000' 360 44 3W 31 35 41 49 1 7 12 11 10 9 0 7 6 5 4 3 2 1 � '-) L/ CONCRETE TABLES _ 5/l6'aI1Re C'oN "a'nvGQ� 114 CRETEFLEX r En PUUPFDCONCkE-E SCREZ, PUUREDCONCREIE SC3EENI POURED CONCRETE SIn S1 f11N9 1 S?A'ko ANCHON(MIN SPACING IN HES) UT SPANS IO 130 IJO 130...130 (MIN 3350 P51 11or,5 C NC E��. ANCHOR SPACING IN tl 66 14 13 10 _ 54 13D 1]0 30 1 0 130 1130 IW 130 30�13p IV 8 )C2 -0 Lr 54 P 1 301 190 1 0 1 ] 30 60 10_ I]0 130 130 1>(1 f0 130 IJO 1w_ I30y130 66_ I�0 IJG I]0 Iw 1V M 13] 130 Ix IV I Im 11 72 1J 130 130 130 n 130 IV_ IV IV 1�10 G 76 0 78 123 130 130 t13 TI 123 13D I I I_IV 84 Il 1 C0 !d 114 1X I30 M III 129 130 190 ,�_ 96 1 96 I00 12 139 96 1W 113 r129 130 130 13 llC fl4 101 I'16 111 & 95 Ip�Il0 13p130 13D L 0 90 107 120 1W r10 1 1: 120 80 96_ 120 0 im w 90 im 130 130 102 102 94 113 130 102 94 106 121108 1 114 84 101 126 0 114 IN 100 14114 1 1126 IJJ N ' 9 2D 13p2b@6 >6 91 116 0 18 76 86 98 114 130132 11 C ra 132 73 1 109 0 in )9� 82 94�1 130248 10 11 10 138 1 r53 l0a ll! )0 )8 89 IOd 125 Z 144 1� I I]1 IJU IM [ 67 f W 100 1w 1301 1N 69 75 6 I00 I 150 P 1T 1 Il0 110 150 1 64 77 96_ 128 130 IN 64 9] 82- -96 Is W R ISb N 66 10 128 130 156 62 34 12_ 123 130 18 62 69 -� 92 III 8" K E 162 9 P) 06 1 130 163 59 II 09 ❑9 130 162 59 67 26 89 ID7 168 8G 09 0 II UO A. 1 5 6 -86 116 I30 1 9 64 ]�86 103 1~i1 116 60 60 60 6D 1x 190 4y 56 �_1093. 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EC 6E 246 1 39 47 W a0 39 a4 50 59 i. 0 H- 252 -'.) - bP i0 60 6C 252-. 38 46 577 '13 1 49 51 60 y ^ 258 S8 (G 60 6C 258 37 45 56 60 60 ]N 37 42 48 56 60 ` 264 it O 60 10 6C 764 36 44 55 R LO 26I 36 41 49 55 60 - 270 49 L( (C 60 6C 27D i 60 60 310 36 40 46 5 dU 276 nB 5, K, 10 50 176 35 42 52 6� 60 : 276 35 39 45 52 60 1 _ 282 1 '�1 rl 0 C 282 ]a 41 51 .6C 60 82- 34 38 44 SI _ - _ 288 4 / 0 60 C ]Be 3—]q —50 1 60 160 26 33 38 43 50 60 294 5 51 6 6'I (' 294 ll 39 49 6D 60 4 33 32 4 49 59 ee 5: 300 -T J2 38 60 60 2 36 41 _4 S13 306 1 JA '9 E 0 i 306 31 3B 47 60 60 Di ital ]I 35 40 Q n2 �Y :e ss n 6:. vz 1 3 a6 bo Jeffrey 9 012 31 35 iCtib 35- 31a A 40 EC 316-- 4 60 signetl 0y 018 JO 3a f37 � 54324 41 +6 5+ b3 6C 334 3p 96 44 59 60_ fleOrey C. ]M 30 J3 ll0 o n6 5 (0 n0 330 35 4a 58 60 ` frian0 P.E 32336 0 60 6n 336 3L d 5f 60_ Frlantr 61N74 326 32 �J60 ) 34 56 6` Date', 242 28 ]2 $1J58 etl 1 a9 / J54 a b^ -3!1 JI -72354 3H a3 a) A rn 348C n.l P.E. 30x010.I9 31P4 31 �,d8 - 360 ' 60974 1239:09 3^ 1.H I TVS 12 11 10 9 9 1 6 5 4 3 z 1 CONCRETE TABLES H STRAP BRACKET W)TWO SMAP BRACKEF WJ]WO I M H 5/i6"ULIRACON CRETE{LEK art/4'IAPCON p GREEN POURED CONCRETE SCREEN POURED CONCRETE _ SPANS (MIN W15 PSI) SPANS (MR43350 PSI] UP TO ANCH SPACING INCXES UP iO ANCXOR SPACING INCHJ_ N ` (�) 24 22 ]0 18 12 22 ]0 18 12 SV a I Iw SO Iw a 13Q IN IN IN IN G m IN IN IN IN 130 a4 IN IN IN IN IN �� G SO IN 130 IX Inn 130 60 IN I 155 130 66 in IN 130 130 130 64 IN ISO IN IN ix 12 IN IN IN 130 IM 130 130 I30 I -13F 1 0 123 130 IN IN M I>(1 130 130 Ili 125 I30 130 13J =_-- 9a IN IN 130 IN I -1 —1 ON IIb 128 30 IYI F 96 1]5 lw I)D d IW IN In 130 130 IFin ]a 128 IN 1 I I 94 103 113 13 130 Id III 121 130 '30 IN I 89 9I I 11 I>D 1 II 126 : 130 114 e4 92 112 130 I20 1 Iw IN Im IN I30 120 80 87 96 107 IN 1 6. ITS t 76 83 91 1 130 Z 1 3 91 99 IN121 130 in 73 79 81 97 IN — S in 81 95 104 116 IV i>a 1 70 76 83 IN W R IIIA 1 03 91 100 III 141 1 67 73 80 89 IN E ISO BO 87 96 107 IN IN 1 64 70 71 85 128 . y E 156 1) IN 92 10 16 1 62 67 74 82 123 N 5 1@ 14 81 9 1= 43 9 65 II )9 119 $ q W I a 1i 78 86 9 I30 ]. 9 II Q 5 w S + • 1]4 69 75 : 92 1 5 60 66 74 110 i 61 73 BU 9 1N 3 5¢_ 64 71 107 ? 186 65 70 71 % 129 1 6 6. 69 103 i 60 60 60 d 6D 0 5 60 60 60 < "' D 1 60 60 60 8 SJ SB by 60 Q 20A 59 60 60 60 60 d) 51 6 60 60 0 5 dC 60_ 46 0 0 0 216 56 65 db 60 60 4 222 54 59 to 50 60 d3 41 52 58 60 53 5I 60 60 4 4 56 60 0z 2]4 51 56 bD 60 60 41 4 55 F o 40 44 53 240 50 2-6 A9 53 5D 59 So 6U 39 43 4 52 60 L._. _C 262 48 52 51 6 60 42 46 5_ 60US 41 51 56 60 60 37 41 45 SO 6 _ d 45 50 55 60 60 M2f43 44 48 210 1443 d 48 53 59 4 43 41 60 a i 1]d 43 ! 5 W 49 46 60 212 43 46 51 5I 60 41 45 u 5 d 44 Y a <2 IS S6 60 t f 45 4q 4 b0 300 40 M 48 SJ 10 306 39 4 4] 1 1 J/ 1 41 1 W3 LL #e e Jeffrey C. Digitally signed ffi eg3 by Jeffrey C. A Friant/ P.E. R]ant,P.E.60974 1 n A Date:2020.10.19 7 60974 1239:28 asoa 12 1' 1p 9 9 7 6 5 4 3 2 12 1 10 9 8 7 6 5 1 3 2 1 CONCRETE FILLED BLOCK/CMU TABLE < ,o a .m..w+...Nc .n6nu Rs. B 1/2 D,opn oPn 3/8'LDI ANCHOR 3/8"LDi ANCHOR H POURED REINFORCED' POUREO8430REINFORCEO' CREEN >q (MIN 3000 P51) CREEE IM00 PSI) SCREEN POURED REINFORCED' SCREEN POURED REINFORCED' SPANS SPANS IMIN 3000 PSI) SPANS (MIN 3000 na UP 10 UPTO A NOR SPACING C F,. A-7 M PA'ACING MC. UP gNCHOR SPACING INCHES UP TO N 13 id IT 10 I. Id 14 1 1 lin) (INCHES) _ Bn) ANCHOR SPACING 9Nto N Y t?0 1b I30 IRI Ib Y Ib 10 130 I 10 19 11 M 13 10 1 U 16 q 13 10 { Yi - 1b Ib 1W 130 1 M 130 130 I 49 1 130 130 10 ib TY 36 41 46 54 0 G 60 130 130 Ib ib 54 IV IV Ib ib i Ib TY JS 40 I5 53 0 0 0 IX 130 IM 130 Ib �L 1 IM 130 130 13D 130 {{ IJO IYI 130 1 Ib Ib IN Ib Ib Ib TST 4 39 11 51 0 0 L 130 Ib Ib I]0 I]0 )T I 0 130 IM I30 Ib M 10 IV 10 1b Ib I 259 n /3 50 0 6 '^ 79 130 Ib Ib 130 1 78 I 130 in Ib I " 1" Ib 130 130 130 130 2" 33 37 42 49 59 60 M I Ib 10 M 123 IM IN Ib IN ]9 li1 125 130 Ib 130 130 2n J2 ]6 41 40 58 0 M 130 IN 330 10 1 0 115 I" Ib I 1 M 103 116 10 lb 130 130 276 31 d d 6 5_ 16 IN Ib IN IN IN 96 108 I 130 Ib 1 90 96 123 IM 13011 0 3 31 4 9 46 55 0 ;y9 102 101 114 IM Ib 13] 96 90 101 116 1 13 2Y W U 39 45 54 0 F 1 129 I Ib 130 Ib 1 9 I In 130 130 102 05 95 9 127 ib 10 214 29 JJ 44 5] 0 N J) F 1 122 10 130 IJO IN 114 91 102 116 130 I 1 b 9 I30 1 300 29 32 37 43 52 0 Im II 13p 130 I IN IN 1 III 129 14 76 85 97 114 Ib IN 28 3 Q 51 60 120 I10 130 130 1 5 1 1 IN n 81 93 103 ib Ib 312 31 3 42 50 0 U IL 105 126 Ib ib ❑0 I32 J8 80 101 Ill IX 1U 69 A 10 123 130 19 31 M 41 49 0 Z_ I 100 120 ib 130 130 in )5 B4 96 112 1b 1 2 0 )4 4 98 Ila Ib 4 4 dB 60 > in 96 115 IV 130 130 s IY J2 81 92 IC8 I IM 63 JO 80 96 113 IM 30 29 4 9 dJ 0 ✓1 1N 92 110 130 130 1 W E 10 5 i I 13 130 IN 69 A 08 I03 4 I 0 JJ 90 IN I 39 46 60 _ I56 M Jd 99 115 10 58 65 )1 86 104 130 23 32 JB 45 0 15{ 85 102 12J IJO 130 N y I E 162 81 98 125 130 I30 1" 61 J2 82 92 I15 JU 55 0 JI W Ib I 0 319 J2 3/ 45 s 10 61 69 19 92 III 62 53 9 96 1W 381 31 4a 0 II g 1N 94 118 10 I Q orb » LL IN 26 91 116 IM IM 1)0 9 61 1 89 103 I69 W 56 66 J) 9J ib JI J6 /] 10 5J 65 14 86 103 I) 0 56 2 74 9 13 0n - b 4960 10 J3 88 1'0 1 Ib 192 55 62 711 83 100 1 46 s2 62 JI 86 130 )2 - - —Ti-- 12 ? 196 JI 5 106 Ib 192 54 60 60 60 196 d6 52 0 JO M 1]0 379 dl p 192 60 0 0 0 60 g n lY 52 59 0 60 0 12 45 51 58 0 0 394 - ]I 1d 41 0 D 199 60 60 0 60 60 Q 0 . D ' ]04 51 5J 0 60 0 199 44 49 56 0 0 - - 31 40 0 204 60 0 60 10 4p 0 60 0 21N 42 40 54 0 96 33 ]9 0 i 216 60 0 0 0 2 6 48 60 0 0 210 41 46 5 102 J9 0 F F 222 59 0 0 0 0 1 2 311 40 45 51 0 0 0 4Y 3 0 22t 45 51 58 0 0 44 60 0 0: Y19 SB 0 0 0 0 234 44 51 0 229 13 09 SJ 60 E 231 56 0 0 2Y 43 5 234 31 42 41 55 60 0 O m 55 1 0 do I So I 0 2" 42 41 64 60 240 36 41 46 54 0 0 C All, 54 1 0 0 1 0 I 0 52 41 46 53 60 0 C 22550 51 0 0 60 289 0 45 51 0 0 T 2g 24 39 41 0 59 0 < 1 0 49 59 0 0 0 )0 3B 43 49 J 0 O a [b E F 8 276 48 57 3)6 37 42 48 56 0 0 0 w 37 41 47 55 0 y 4$ - 2N 36 40 db 4 CCge e RIM 3 54 0 0 0 214 35 39 15 53 60 300 34 39 44 52 0 U o M 34 43 51 Sol, 3 U 0 0 0 312 3J 331 43 50 0 j 312 42 51 0 0 0 319 32 3J d2 49 58 z 8° 318 42 0 0 0 324 32 36 41 4 5J 3 d "� S 324 di d9 0 0 3 31 35 0 4J % Digitally signed by o '+ cd 0 40 4B 60 0 0 6 31 M 39 Id 55 Jeffrey C. 39 4/ 59 0 So }I 39 45 s. Jeffrey C FrWnt, A 39 46 SB 0 0 33 38 44 53 Friant, P.E. PE.e0924 n0 A 349 4s 60 33 44 Date:2020.10.19 L 3M 37 45 56 0 0 360 n 37 43 52 60974 1239:50-04'00' 3J a4 55 1 0 1 0 12 1'. 10 9 0 7 6 5 a 3 2 1 2 10 v I e s 4 3 2 CONCRETE FILLED BLOCK/CMU TABLE ..... ..,,- P,.�•X. ,y. X 5/16"OLTRACON N 3/8'WEDGE ANCHOR 3/8'WFDGE ANCHOR - SSPANS POURED HEINEOH ..] Y GREEN POURED REINFORCED' GREEN POURED REINFORCED' SPANS (MIN 35 Is P51) SCREEN POURED REINFORCED' ^• SPANS IMIN 3000 P51 SPAN$ IMIN 3000 PSI) Up lO SPANS (MIN 3MPSII L UP TO ANCHOR SPACING(INCHES UP iO ANCHOR SPACING INCHES( Imi ANCHOR SPACING IINCHESI UP TO (n I"1 IS 1 14 1 10 Iinl ANCHOR SPACING-M NCHES 56Vi 18 1 1 d II 1{ 14 12 10 d 24 32 la 13 M in im in 130 1]0 IV 3M 33 t 38 1 43 1 50 W 604I I 130 im in M 130 I I I>D 130 C M 1 130 130 130 130 54 I 130 130 130 G L 1 G G M I 1 I I 3] 3? 42 Q 59 60 60 130 1 13C 60 tV In I I CG' 60 I 1 1 1 32 ]5 41 47 % 50 M 1 0 1 13 I 1 264 5 40 4J- 56 50 _ ff 1 130 t30 w 11 130 3 26 44 39 55 72 I30 '-30 1,30 IV 66 IJO 130 I>tI in 1 —" —I 2D 130 t30 130 130 1x IY1 130 130 130Lo Al I I I I 270 30 33 M 44 3 W 78 123 IM 130 130 130 M 95 116 lm 1 Im 2)d 29 33 3) 4. ffi M I11 130 Ip 130 90 9 I 1 i IM 2R I 90 IN In 130 IYI M 114 125 130 170 130 91 16 130 IM 130 2aa B 31 35 < 96 9 125 130 130 90 107 II 1 1:R1 q0 F 102 9 I09 17 130 294 31 35 41 49 60 103 92 116- 13p T30 1 96 IM IDO 120 1R1 I]0 r _ Ip Bl —1II '.30 130 94 I 113 105 136 N F IN 4 0 1 1 I Sao w N 40 4I 60 114 82 106 '.30 13p 13C 108 89 97 107 119 13 114 ) BS 9 Ild 130 312 - 29 34 39 41 120 B I00 30 Ip 130 Ili Bd 92 101 112 IM 120 6I BI 93 108 130 J12 - 29 136 Id 96 130 !30 130 W 81 96 107 121 U 1 12f ) I 318 28 32 88 45 60 !]1 74 M 9B 118 324 28 32 -3) -44 60 IM ) 9 12B 1 t30 136 I6 91 102 IW Z 1]a 70 94 113 ]30 I 44 I3a 6 8) 1 2 130 1 )3 )9 89 9l In 144 68 77 I 3x6 30 JS 43 6 IM 65 84 11/ In 130 1 )0 1 93 In w IN 62 a0 112 In 130 IM 67 73 0 89 130 _ E E 160 65 14 14 342 ]4 42 60 n 156 1 2 I 1 3M 30 34 41 60 I I 85 128 ` 111 49 60 69 60 96 In 354 29 41 la !stl 0 74 �04 I �X 156 62 67 74 82 123 N s IN a 58 I) 93 J60 9 - 40 1 )2 00 n 130 1 3 59 d5 )I M lv 1 1< 89 3f6 28 ] 39 60 194 SA 69 9> 121 133 IQ 57 62 69 )6 114 O4 55 W M 14 110 1W 4 54 72 86 1 ]M ZB 3 39 60 IN 52 67 94 117 130 z W lad 43 52 M I 38 IM 65 91 tl 1 Ia0 53 M )1 ID) H 192 1 51 31 37 in 49 60 6 e0 60 la 52 2 9 1 g 6 2 fi D IQ d 49 r 60 ]90 30 3) bQ- 1N a) 60 60 60 W 192 50 55 60 67 IW Q '`m S — J9 54 Q Q J d 30 36 60 2W 46 59 60 60 60 404 498 8 v3 56 6J 9d a 0 210 46 60 29 -36 6 210 45 5? 60 60 60 N 2U 45 51 60 60 W 29 35 59 1 56 60 d 60 210 46 SU 55 61 91 36 44 60 4 54 60 60 60 316 44 48 SJ 59 89 IJ 4 ) 314 M 53 60 60 60 m 43 <) 52 58 M 224 35 3L 42 46 51 56 1 2M 34 42 47 55 60 6 40 51 60 bD 60 dl 45 49 5 2 O o 2 3B 50 d 9 5p 6 60 240 40 a4 R 53 80 C 246 )0 49 w 60 60 C 29 37 1 a9 60 60 60 2M 43 <) 52 8 29 36 60 60 60 m < 46 51 16 R isp 2M 35 46 60_ W 60 26 3) al <5 50 ?d < — 35 45 60_ 60 d 260 Jb <0 44 4B )3 o ^ 276 34 44 60 6D 60 270 36 39 eJ 4) )1 25 :!4 3a2 '33 <3 6A M 60 2)e ]5 ..1 42 66 )0 l 1$a 42 59 a0 60 202 34 37 41 aS 68 a 8 9 B 2% 32 1 57 60 60 xM JJ 36 40 M 6) 0 7 :I P 31 <0 56 60 60 "A 53 36 39 M 65 ]O6 31 39 60 M 300 32 35 38 M e 312 30 39 �4 60 60 306 I 3a 38 42 63 y e e la 29 38 60 60 312 31 34 3) 41 62 Z - -- ]10 28 J6 51 60 6a Jeffrey C. Digitally signed by n 6B Jeffrey C.Friant A ] 35 49 60 w Friant, P.E. P.E.W97435 ^� A 3N - 34 8 59 e0 Date:2020.70.19 3{0 - 33 a 59 60 60974 12:40:30-04'00' L 12 11 in 9 8 1 6 5 4 3 2 1 13 11 10 9 0 7 6 5 4 3 2 1 GROUT FILLED BLOCK/CMU TABLES n It "Drooh SCREEN GROUT MLED CELLS SCREEN GROUT PB IED CA IS SCREENGROUT NAED CELLS .E SPANS SPANS SPANS UP 10 '0 O AN SPA LNG N 5 U n) iO ANCHOR SPACING INCHES) UP ANCHOR SPA CHES 24 30 16 I2 1 W 18 16 14 12 10 lint 12 1 10 1 / 1 6 1 4 Y 130 IM 130 Im 48 130 -1-35 130 IX Y lw IN 130 N Im 1So 130 IN 1X1 54 13 130 I I ) I 1V G 60 130 130 INI 130 130 60 I 130 130 I30 130 10 114 IM 1 O 66 I -1-50— I 130 130 66 Im I Im I30 I� N 104 124 IW 72 I 30 I30 I I 72 1 I I 13o I 1J0 12 95 114 Ib �� } 73 I 0 IJO 130 M 112 126 IN IM 130 78 BB 105 130 By E83 M 130 130 130 Ib 130 B4 104 117 130 I IJ " 81 9B Ib q I ISo 130 IN 130 M 97 IN 125 IW 130 M 76 91 130 A f 1 I I I 96 91 102 I I 96 71 86 130 \.! - 102 118 1 130 130 130 1 ] BS 110 I 1 I I F '�'I E IN III IM 130 I IM 108 31 91 IN 121 1 IN 63 76 130 114 105 12 130 114 7 M 115 130 11/ 60 72 13D YI - 1 0 100 I 130 I 120 73 3 IM 1 IM 57 6 130 126 95 114 ISO 130 130 1 9 I I S 1 6 54 65 1 U lit 91 I i 130 130 2 14 85 99 11 IM 2 62 7831 130 Z I38 87 IW 1 130 I30 IA 6 71 81 95 II lib .m 9 I 83 1 5 IM I 1M 61 )8 91 IN 1M ) )I 95 190 t� & IN 80 6 I 0 60 SB 87 I IN Ao 68 91 130 W g E IN 77 IIS 130 130 156 56 72 N i 1 " 66 K - E 1 74 9 130 130 1q 54 61 69 81 97 162 42 51 63 84 17 r G m II IRS 10) 130 130 52 6 ) 9 68 41 4 61 BI 122 174 69 M 13 1 4 W 64 I 174 39 O 59 79 11 x E K 100 67 8o IW IAI 1 I80 48 55 2 ]3 8] I80 38 46 5] ]6 Ild 0 c i - 186 65 )I 97 129 130 I86 47 53 ED M 4 37 M 55 74 11 Z I 60 60 60 60 M) 1" 45 51 58 60 192 36 63 53 60 173 61 6 I9 44 7 60 9 4 6 K y 0 2 59 60 60 60 210 43 48 55 60 4 60 Q b 21 7 60 60 60 210 42 4J 53 60 d0 216 K 39 49 M a 216 56 60 60 60 60 b 45 52 60 60 I6 60 N 54 60 60 222 39 _44 St 59 60 722 31 37 4 60 228 53 60 0 228 38 < 49 57 dp 2L 30 36 IS 60 60 330 51 60 6 60 60 234 J7 42 48 56 231 29 15 N 58 60EX F 240 50 60 60 60 240 36 I1 4) $S 60 ]40 29 31 IJ 57 60 p 246 19 59 60 246 35 b 16 53 GD 2" 28 JJ 42 56 60 an C 48 57 60 60 60 252 35 W 44 52 3 41 54 C 47 56 d0 dD 28l- 34 38 43 51 358 3? 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Digital ly Sig Jed by 336 31 41 SO 33f - 33 49 Jeffrey L Fdant,P.E. l42 31 41 49 N2 32 Y A Ne 30 40 48 SN - 32 48 Friant, P.E. 60974 ^� A JN - 29 39 4] 3" — 31 O Date:2O2O.10.19 L NO 29 39 46 ]60 - 31 46 60974 12:43:36-04'00' 12 11 10 9 a 1 6 5 4 3 2 1 11 n 10 1 s ] 6 5 < 3 a 1 HOLLOW BLOCK TABLES H - 4" A - P N Ri IM— ANELMAIE°EMALE 1 114"PANELMAIE AMLE H SCREEN HO-LOW BLOCK SCREEN HOLLOW BLOCK SCREEN SPANS SPANS SPANS HOLLOW BLOCK UP 10 UP i0 UP r0 LI~� ml ANCHOR SPACINGINCHES IIAI AN OR SPACING CHES h1 ANCH RSPA IN AV HE5 12 10 ■ 4 12 10 8 6 4 12 I0 1 1 4 Ye I, N 130 I30 1 130 48 i25 130 IN ❑0 130 M I 130 I I 130 !, ;_ 64 130 Ip I I 30 54_ 111 130 130 ip 130 51 111 13t1 IN 130 130 O 130 13 I 130 60 IW Ip 130 i30 10 100 Ip 130 Ip Iw C - G { 130 130 in 1 130 66 91 109 IN 'M IN fb 1 109 no in 130 L� 72 130 130 1" IN IN 22 8J ICp 1 2Y130 tap 72 0 IN 125 IN IN L 73 133 IN I M 130 IN 73 77 92 115 130 130 m 77 92 II5 130 130 ay l6\ - 14 130 Ip 84 71 06 NOT 130 In 84 71 86 107 130 m 10> 128 IV I 130 90 6I 80 100 in in m 67 BD im in I30 96 Iw Ip 13p 1?0 130 96 63 75 94 125 96 63 75 94 125 IN ■""' -- 102 94 113 I ;30 I -102 59 11 8B 118 130 102 59 71 -m 8 130 114 84 I0J 130 IN 130 1 5 6) S 1IT �, E F 103 56 67 tlJ 111 In - 111 IN 16 12 130 I 114 SJ 6J jD 105 1W 114 53 63 105 1—125— 80 96 I IN I 120 50 60 75 100 1p IN 50 60 75 100 IV In 76 9I 114 130 IN 48 57 71 95 IN 116 18 57 71 95 130 U 1u 73 87 IW 130 130 132 '45 91 132 a5 55 t0 91 130 Z 1A 70 83 IOe 130 I 4J 52 7 130 138 43 52 65 87 IN 1 67 W 100 130 IN I44 42 50 63 3 125 144 42 50 6] 125 1 Vj 1 JJ 9 IRB I 1>D 40 <8 60 a0 tp ISO 40 43 60 00 120 W 6 62__ 74 9 123 I 1 >7 II5 166 - JB 46 5 JI 120 = 1 2 59 7I 89 119 IJO 162 J7 <4 56 7< III 162 7 44 56 >4 III g E 1 5J 69 6 114 1 ma J6 43 51 71 101 168 36 a3 S1 71 IW 114 55 66 3 II0- IN 1)4 34 41 52 69 I 1 34 41 52 69 103 y IN 53 14 80 107 IV IW 33 40 67 IN a0 67 I O 9 1 52 62 )) 103 I30 W 32 <0 65 97 It 32 39 40 65 91 3 Z ; 198 SO W 48 50 60 !D 193 3G ]6 15 W 60 190 30 36 IS 60 60 w ' r D 301 47 60 29 JS 4e 59 p1 29 35 " 59 60 Q ? 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BOB 29 ]9 9 Sa ]i2 31 37 46 60 312 29 3B_ 58 31T - 29 38 511 318 0 36 45 0 SID 28 51 ]18 28 38 7 324 30 36 d4 59 60 324 37 56 60974 314 J s6 � LL - 310 29 35 44 se 62 330 36 55 Digitally signed by 3]0 - 36 55 0 336 2 L 4] 51 60 .136 Sd 336 % S4 "'p 312 28 31 42 6 60 342__ ,_ 35 53 Jeffrey C.Frian,P.E 312 5 - A T& 33 d1 !Q 348 - 4 60974 N 52 �� A 361 JJ AT 4 354 _ 4 51 Date:2020.10.19 a54 a sl 360 J2 40 53 60 310 33 50 360 33 50 12:4359-MOO' 12 1 10 s 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 H LLOW BLOCK TAB -E H 1/a'CREI£-FLE% 316 THREADED ROD&EPDXY 3/8'HOLLOW SET ISIMP.1 H SCREEN HOLLOW BLOCK SPANS SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK - UPiO ANC H RSPACING MCHFS SPANS IWIN 3-I?SCREEN TUBE) SPANS linl b Uf i0 ANCHORPACING M u(r) AN HORSPAC NG N N95 It 12J I I30 130 130 12 10 6 12 10 8 f 4 rN 5f IOi 12B 130 130 130 N 19 130 I p 130 4 I 54 130 I I 130 54 56 67 83 III 167 G 66 87 105 Im 75y 1 0 W 120 ISO In Im 60 50 60 75 100 ISO G 72 BO 96 120 130 M 109 I3J I 130 66 l5 68 91 d 76 )4 89 I11 130 I n HID I I I 72 a2 5 63 L G 84 69 82 10 13D I30 A 92 111 73F78 38 46 58 )) 15 130IIX8 Po 64 ] 6 128 I I 81 36 X3 N V 5,, 1 107 W 94 0 12 90 In 13) PoN 96 I20 IN Po 3 b 50 d in 56 68 B5 113 I33 6 75 go 113 130 96 31 O 63 94 102 71 106 130 I. 29 5 d4 59 B F 100 53 64 BO 1 1 IN 67 BD 100 I 108 42 56 B 850 F 1 51 61 76 96 1 114 63 76 95 126 114 - 39 53 J9 185 26 46 58 )2 96 I 120 60 72 90 120 - 30 5 5 @6 46 55 69 91 130 126 57 d d 114 126 36 4B 71 U 1 44 52 65 e] I 132 55 5 82 D9 — - 3• 4 1>s 42 SO 6 03 125 z 144 40 48 60 EO 12L1 138 52 )8 4 1 - 39 4J 1S0 38 46 8 77 15 1M 50 6D 75 I 1 I 42 63 �n a 156 37 44 55 I4 II1 ] IW 4O 60 W R E 162 36 43 53 71 156 46 55 69 92 166 - 29 P SB x E lf1 4 dl 5i 69 I 1{ 44 53 d) 9 37 N x 174 33 40 50 66 1 43 4 I ]2 38 N 64 96 7 41 2 - - 34 in 30 36 46 60 9 100 11 39 I8 '50 18{ 32 40 ? 9 F _ 196 29 35 44 B 60 193 38 4 56 60 192 - 31 2 3d 4 56 36 44 55 195 - JO 45 . 0 R 0 210 33 41 Al 35 42 304 39 44 Q i D 21{ 32 w 9 210 3< 11 51 60 210 - - 43 m 31 9 2 60 21 33 40 d 216 28 42 h 228 30 38 51 60 222 32 39 49 60 223 41 _ 228 2 47 ` 2J0 30 37 49 d 234 31 37 M bD 334 a 240 9 240 30 1 240 - Q o 246 28 47 6O 29 3 M 2/6 - 3) I 4 C 252 2N 33 a6 60 262_ 29 34 43 7 161 36 C 246 25a 28 33 42 56 58 - - R 2" 2 4 60 33 41 55 2N 34 < A $v4 0 9 276 - 1 42 60 270 2 9 20 - 33 a — CCqq 28] 31 41 60 276 1 39 5 276 - - - 33 C a M3 - 31 N 51 262 32 294 49 59 iii - 29 3) Jeffrey C. 29163 31 B$`5 e 300 - - 29 JB 58 29 4 y 300 3U V y'a 0 „ ss 3oz = w 3s as Friant, P.E. Iw €5 324im iu n 44 60974 324 y`l p` 330 330 m Digitally Signed b 330 - - g g# 336 ]]{ 2 43 9 9 YIm - 342 - 42 Jeffrey C.Fdant P.E.514 I41 60974 348 - - ^w A 1v( ,{p 3W SKI W 12A420204'W 36{ _ - 12W21-04'00' 12 11 10 9 0 7 6 5 4 3 2 1 12 1 10 9 B - 6 5 4 3 z 1 HOLLOW BLOCK TABLES 3/9 THREADED ROD B EPDXY H STRAP BRACKET.1 TWO 111 H CREIE9LE%a 1/4"TAPCON SCREEN IIOLI OW BLOCK SPANS Ix1 JI"BRELLA INSERTS) AI ""4F SCREEN HOLLOW BLOCK UP TO ` - SPAM - - P"I ANCHOR SPACING NI INCHE UP TO ANCHOR SPACING ISI 12 10 B N (R11 18 14 12 10 a 45 1w 130 130 1w di a 117 130 130 I30 130 —54 130 - 130 130 1 C. _ �'.54 I 1 I 130 G !N� 50 93 0 130 130m ISO 130 I I 130 66 60 -- L 66 B 955 127 IAO 130 72 130 130 111-30 1 81 I 130 ]9 -- --130 130 IJ0 /NIIa `L 72 ] 88 II] 1 30 -84 I30 I 130 V\II - 70 72 CE 29 1 9012E 1 1 N 6) 75 I00 In 130 96 120 1 130 L M 62 70 93 112 IYI 102 113 111 130 r F 96 58 66 a9 105 IJO I 107 130 IIa P TO 55 62 82 99 121 : 101 I b IA1IN 52 SB 78- 93 Il 96120 I30114 49 55 74 BB111 1 �9115 130in 4J 53 70 N 105 I 87 LN I Z to 4 50 57 BO 1 122 42 48 64 76 95 aO 14 ImiJe 41 Ib 51 IJ 91 S A 96 128 w A E 1M 39 44 58 10 BB iSb - 74 92 1-23 1 E 1W 37 42 56 67 4 167 71 8 9 119 166 ]d 40 54 65 81 1e6 69 114 1@ JS 29 52 6278 114 66_ 83 Ito 0 0 •, _ '� 1N ]J % -50 -&F 75 10Q 64 - 0 107 174 32 1 36 459 ] --18e 62 77 103 in 31 1 35 47 56 70 192 } 60 IN M 34 45 54 190 60 n 0 �_ `< D It2 29 33 44 53 60 2�0 - 55 60 60 u . 0 1 28 32 42 51 w 210 53 6 an 101 - 31 41 49 60 210 48 30 40 60 222 _52 60 6 _ 216 29 39 47 z2a _ n! 51 60 60 w 2 B 45 57 224 41 49 w w 2L 37 44 55 . W 39 44a' w 60 O - C 2241 36 43 54 262 3a 46 47 60 C 35 42 53 B 37 45 56 60 RJ 246 - 41 2M 7 d4 5 w 3 39 49 39 50 21� 35 42 52 60 0 0` S�. ON - 2 u 41 51 w =5 2 31 37 47 40 50 w a e 2 30 37 46 39 49 60 yy B - 30 45 2 48 60 V a B 29 44 31 38 4 60 2 29 >d 43 31 37 16 0 200 28 34 42 2 a 3O 36 3 60 z 3z n1 m o 2�9 i a �2{i'f2Y C. Digitallysigned F � n a4 u 5J by Jeffrey C. " Bqa 18 d3q 41 ss Friant/ P.E.Frlant,P.E.60974 29 A 2N - 33 11 s4 Date:2020.10.19 '0 5 60974 12:45:07.04'00 12 11 IO 9 5 1 6 5 4 3 2 1 10 9 B ] 6 5 4 9 2 I WOOD TABLES Jeffrey C.Friant P.E.60974 o.,MMMIv" ba w PE66n. X 1/1iAPCON 114"PNELMAIFNSERIS I4'PANElmnIE fEMAI"e IPPANELMA)E MALE d CRErEE D SCREENWOOL SCREEN WOOD SCREEN SPANS SYP WOOD wOOO "' UP SPANS SYP ISG S51 SPANS SYP ISG 55) SPANS Pal ANCH UP TO N A G N UP SO ANCHORS G WCH S UP IO ANCHOR SPACWG INCXES 13 B In 12 1 6 a 1h1 1 6 4 On) 2 0 4 N 111 I I I 130 1 Y IC 0 Ito 130 1 48 I 13 130 IC 1 IJO IC In 130 _ N 13p IC IC IC Ib N I I i 130 In I In G I I I I 1 0 1 0 130 I I 130 130 g7B IC 10 IC IC I 72 IZ] 30 130 I] 66 12' IC 130 13p b{ 127 In I 130 130 127 130 130 130 130 CC G 1B 100 12 130 I I ffi II I I I )2 IId 130 I I 130 1 I 130 130 GL N 100 120 130 130 IC 71 1 1 9 In In 1 )B I ) In I 1 130 10J 129 In ImBy,4SN 100 120 1 IC I N 1 1 13p 1 120 IYI 130 13p V/9 II IC 1 130 9p 93 112 IC 13 I 112 I 112 96 N 1 137 I 9 8) 105 130 I 96 0) 105 130 130 130 0J 105 133 130102 02 99 121. In 1]0 IN J9 93 III 13p 13 99 130 102 82 99 12 IXI 1M 99 I I IrE 114 )d BE II1 130 1N )B 93 IId 1 ] 93 II i_ IC 70 93 II In {/B ;8. E 114- JO 84 I In 130 114 J3 09 11 1 I 114 73 N 110 1 114 73 110 130 In YB I 130 IM )0 N I I I 120 0 N 105 In 130 IS N I In In 126 64 )6 95 12I I 1 I 1 I 126 66 80 I 130 26 100 In In U 1 61 13 91 122 I IN 1 6] ]6 9 12) I 133 6 J6 9 J In 133 3 J6 95 I ] 130 Z 1 61 73 9 1 I 136 61 73 91 11 In N 1 I 91 12'. 130 I 58 70 17 1 IM 0 70 B) IId In M 0 70 B) 116 In IN 50 1 70 07 116 In N fff IN 6 67 112 130 1 67 II I lID 6J 04 II 130 IW ] 04 II W P E 156 54 65 BI I. 130 ISA 54 64 Ill 107 1 1" 4 64 w I I 1" 54 1 64 1 81 107 130 0 162 52 1 62 78 IN 1 162 52 62 78 10 1 162 52 62 78 103 130 162 52 62 79 103 In W E 168 0 0 ]S 100 I 168 0 0 100 130 16a 50 60 75 100 130 168 50 0 75 1 130 ✓1 y vp 174 40 ]2 9J t 114 46 ) 6 1 174 58 J2 b 1 1)4 72 9 I]0 Q c b 1 4 9 1 1J 56 ) 93 130 1N 4 JO 93 130 IN O Sd IO 93 I w IN 45 54 bB 90 13C 1N 45 54 60 90 130 1N 45 54 68 2Q 1301 IN 45 54 0 ? W f g 192 44 53 0 60 60 192 44 52 0 60 192 44052 0 0 0 192 M 52 0 0 0 19B 42 51 60 1 B 4 51 0 1" 42 51 60 0 0 198 42 51 40 40 60 S, ti 0 2N 41 49 w 0 0 24 41 49 W W 0 2N 1 1 IF M 60 304 41 49 60 Q 0 Q 0 210 40 40 0 60 0 210 40 48 0 0 0 210 0 48 60 0 210 40 48 0 0 0 a 216 9 4J 0 216 39 47 5 216 J 4J 58 60 0 21{ 39 4 SB 0 0 y 222 38 45 57 60 0 222 38 45 57 0 38 45 5 T22 38 45 5] 0 J 44 56 60 0 =0 37 44 55 0 60 3 N 55 0 226 37 44 5560 2N 36 43 54 0 0 2N 36 43 54 36 43 54 0 0 E29426 4 54 6 I' 240 35 42 53 0 0 20 35 42 53 0 0 340 3S 42 52 d 42 52 0 60 Q p 2" 34 41 0 246 4 41 51 0 0 2.N 74 41 51 6 41 51 60 60 y1 G C 252 33 0 353 33 40 50 60 60 6 C 358 33 39 49 253 32 39 49 0 60 25B 32 39 49 60 60 39 49 0 0 2N J2 38 d0 0 0 2N J <B d 3{4 32 30 48 60 0 48 0 0 4( ? 270 31 32 47 60 270 31 37 47 60 6 27I1 31 ) 47 60 0 37 47 60 qq 2J6 J 46 0 2J6 30 36 46 d 0 d 30 36 46 0 0 ] d6 0 0 B£ 2 4 282 0 36 45 9 2B2 30 36 a5 59 0 36 45 59 d 99 33 2N 29 35 44 58 0 2N 29 35 44 58 0 2N 29 44 5 JS_ a SB 60 LL lilt 294 " 34 43 57 0 2N 28 34 aA 57 0 294 ZB 34 43 57 34 43 SJ 0B ]00 e - 4 42 6 00 - J4 42 56 4 56 33 41 55 0 306 33 41 0 41 33 41 55 0312 32 40 54 0 312 - 32 40 54 0 ]I 40 54 0 32 40 54 318 32 40 00 iB a0 53 ]1 - 53 318 - 32 40 53 0 3" 31 39 52 0 31 39 52 0 - 31 N 52 0 324 31 39 52 60 o 5 3 1 38 51 - M 38 51 SI - 3 51 B 36 ]]6 - 0 37 0 ) 3 3 50 29 37 49 0 N2 29 37 49 0 9 29 37 49 0 N3 29 37 W A m - 29 36 0 ]N 29 6 48 - 29 36 w 29 6 48 A 20 36 4] ]{0 - 18 35 47 0 3N - 35 <] 0 3{0 35 47 60 3� 12 11 10 9 0 ) 6 5 4 3 2 1 17 1 10 9 B 7 6 5 1 3 2 1 WOOD TABLES 3/8"COMBO ANCHOR o1 LAG BOLT 1/2"COMBO ANCHOR o1 LAG BOLT STRAP BRACKET W/TWO I/d-CRE M SCREEN W SCREEN WOOD SCREEN W W WOODPCON SPANS ISYP wiI"SG SG 10.551 SPANS ISYP wiIX SG 20.551 SPANS ISYP wBh SG SG>_055 SCREEN WO00 '�" UP 10 UP TO ANCX RSPACIN HES` UP 70 ANCHORSPACING 'H SPANS ISYP with SG 6035) - �nl I{N HI I I. O 36 hnl L 11 14 12 p Ip If 12 111 8 UP LO AN H SPACW INCHES N N 124 IN IN IN IN IN I 13 1 N 1 I 1.30 IN 1b ((x11 - N 124 —"35— IN b IN S Ib I 130 U0 IN aI IN I I I G I10 I I 4 112 126 Ib I IN IN 130 IN I30 SO I II IJO IN IN df 102 IIS IJO 13 I I c 90 1 12 1 I Ib Ib 130 IJO Ib 0 IN 130 0 IN 72 83 94 IIO 130 I 7 93 VT- I b 1 72 1]0 I)(1 Ib Ib IN 109 125 ISO ISO IN 70 )6 9) 102 122 JO > 86 III 12Y IJO >e I23 130 IN 130 IN >2 100 114 1SO IN I N 80 90 10] 1 IJO 71 I 94 II 114 1 9 130 IJ Te 92 105 I3 130 I - 66 75 N 106 )5 4 96 12 90 107 120 130 IN ISO N d 9 e 96 62 )I 83 99 1 )0 9 I I 96 IW 113 IN I Ib 90 0 91 107 128 130 IM 66 74 85 F 102 SO 67 78 93 99 IV 102 9d I 06 130 I 130 9f 7 B6 I00 20 1 - E 1N 55 0 73 M ISO 1 2 IN 89 IW Ib IN Ib 101 71 81 94 113 IN `+ i 114 52 &D 69 83 114 N 126 59 6 76 1 I10 in 63 12 84 95 126 1 0_ Ib IN 67 76 09 10) Ib 7" 50 57 79 IV in BO 90 120 13 130 114 63 72 U 101 126 1 d 4 d 6 75 126126 9 126 )6 86 I11 IN 130 1 60 69 96 1 U 132 45 51 72 120 51 ) 3 76 IIS 1N 7J 2 1U9 I Ib 1" 5) b5 76 91 114 Z 1]e 4J 49 57 9 I15 49 73 10 lie ?:_ 78 IN 125 ib I= 62 I 87 109 IN 41 47 66 I10 4) 70 15 IN 67 - 75 IM IX Ib ISO 52 W M 83 104 to 150 45 50 SB 67 1 W_ I] 40 1 5 63 1 I 6a 7 96 IS I IN 57 ) P9 100 E 13 44 51 I 10 1 q 48 55 65 ] 1N 62 69 92 111 IN 1N 48 55 64 77 96 06 E 16] 37 42 49 59 98 142 41 O 53 62 93 59 67 89 10? IN 156 46 53 62 74 92 C IN 35 d0 1I 57 4 lit 40 45 51 w fo- 1" 57 64 N 103 IW 162 44 51 59 71 B9 ] 8 gg 174 N N 46 55 91 39 1 43 50 58 87 174 55 62 83 99 124 164 43 49 57 69 /) o IN 33 SO 44 53 1 37 42 48 56 N 1 3 60 80 9 IN 174 41 17 55 M Z - 5 s IS 32 6 43- 51 1 41 4 54 1 52 77 9 11 1B0 40 4b M 3 F e 2 192 31 5 41 50 35 39 .5 53 W in SO 56 75 90 113 1N 39 4e 5 6] 77 X' 19p SO 34 40 48 9p 34 JB a4 51 60 I IB 5 ) B 109 192 4 50 SX, 60 0 i D 2N 33 37 42 49 M Q '• a) ,>Q4 47 53 II I 199 W2 a0 58 50 D 210_ 32 38 45 60 21 2 41 48 60 1 45 51 69 82 103 2N 35 40 47 56 60 ffi 216 - 31 M 21 31 35 47 60 16 Id 50 67 110 Je 39 a6 55 60 2 - 31 43 60SIR 39 45 - 221 43 49 1 65 1 78 97 216 33 3B M 53 60re w 35 42 60 22e 19 33 4d dC pp 42 4I 63 76 95 W32 37 43 57 60 41 SO 9 32 aJ 60 ]34 41 46 62 74 92 228 32 S6 42 51 ? 240 28 32 ] 42 60 o SN - 20 3 40 _W 240 40 45 60 72 90 331 31 b 41 19 SO H ]N 28 32 39 -60 1 31 35 al 60 2N 39 44 59 70 80 IN 30- ]< d0 a0 60 N C 2 2 b 34 40 C 25D 38 43 5, 69 86 246 29 33 39 O 59 C 2f1 - 1 31 40 23e 29 33 39 59 2 37 R 56 67 84 232 29 33 M 46 5 @ a ]M SO M 60 2s 33 SO 57 2M 3 41 55 65 82 m_ 2B 32 37 45 M 35 5 0 28 ]] ]I 56 _ 2)0 35 40 53 M 2N - JI 36 44 0 3 6 [is 29 34 57 2)d ]I 37 55 276 35 39 52 63 78 2" - b 36 4J 5) €Y 34 2e! b ]5 53 2B2 51 61 17 276 b 35 41 S p p 33 55 2N SJ 3B 50 60 75 2e2 - 29 84 al 51 0 32 54 294 - 51 2N JJ ) d9 59 73 2N N 33 40 W i RS 5 32 3 ]0 - 34 SO 3N 32 J6 a9 50 72 29 - 28 39 W9 U o a p B - 31 51 006 - 28 33 49 35 O 56 )I 33 312 ]2 Ie 12 31 35 46 5 69 bb 32 SIT 4487 1 1 4] 312 JI 31 46 3LL 9]0 - 31 46S]x 30 45A ]4e9 0191ta11Y6191x609JI y� - 29 43 JeffreyC.Friant,c,Pn4ncPE.6D9>4 3 " Sdo °2 P.E.60974 Da e:2020IB]9 u:46m J a4nv 12 11 10 9 B 7 6 5 4 3 2 1 12 11 10 9 fi ] 6 1O { 3 ALUMINUM & STEEL TABLES ";,. q I_ VI SAMMY _ __I/{ iEKS tz to ' / ' e 7 IN T E N (SCREE 16 GA Sisal SCRELry IMW 6063-15 UP TO ANCHOR SPACING WCNEB 0�n�O ANCNORSPACIN N?Si r L SPANS AJ6 5PAn5 r A "1 a to I / 4 4/ 12J 130 13D IJO IN H I 130 130 1 IN I Y 1119 IN 130 130 IN 54 11 IN IN 1 G 68 98 IIB -IV 130 130 60 riff 122 IN 13D 130 C G 66 B9 10) 30 130 1>ll N 92 111 IN IN IN n 82 98 123 1,'♦D IJ3 92 102 1 I I L )/ 76 91 It IN Ib 98 78_ 94 III 130 130 N4I� !1 ]0 84105. 130 13p /4 >3_ 8] p 1J0 ii V1 90 66 1 ]9 98 1N 130 _ a 81 102 130' 130_ 96 62 ]{ 32 123 130 96 64 ]6 95 127 I35 102 58 69 8] II6 1J0 1M b 7? 90_ 120 1 9 108 55—66 -82 109 IV _10!e_ 6B BS 113 IN �/��/�e 114 52 62 1B 104 IN 117_.I Sj 64 80 102 1 9/I F 120 49 59 ")< 98 130 120 51 61 )6�1102 IX 126 ) 56 70 94 -I -1L a0B 73 99 IW V — ID3 45 54 67 89 1 T- 132 46 `•55 _-69 92 IN Z •� 138 l St bd I 1>e 44 5J Lb 41 BB IV 44 — 1 4 6 82 14T 42 5"I„ 64 5 12] N i' 150 39 O 59 )9 118 160 41 49 bl 1 81 122 W f. E 156 lfl 45 ) 76 114 - S{ �39 4) S9 )B I V �y E 162 36 M 55 >3 IOp -- 1e2 38 45 1-56 )5. 113 N w s 1 I68 35 42 ! 53 t 70 105 , { 73 109 p „ 174 3{ 4 51 68 Ip2 I` 174 35 4)7 53 -30 105_ x S I ' IN3J 9 49 66 9v `. 1/0 1 Jd < _ 51 68 102 Z 6 $ 1M 32 38 All 095 r 1B6 33 39 49 66 98 193 1 37 1 60 192 - _ 3B 48 W 60 v a 1M m 3d 1 45 1 W a I" ]] 46 60 60 0 8 0 D 201 29 35 43 SB 60204 3, 36 45 60 60 Q 14 j D 60 i 1 34 42 56 60 F 210 29 35 44 SB 60 216 ]3 {i 55 600 22 33]16 28 34 42 56 22z 62 - 41 55 60 226 3 31 52 60 _ 22B 32 a0 53 60 234 - 30 10 SC 60 23d _ I J9 52 60 3 240 30 ) 49 60 240 38 51 60 0 0 246 29 36 48 60 246 30 37 50 60 1 252 - 28 35 4) 60 252 - 364 60 _ C 256 34 �46 60 258 2B 35 47 10 . 264 - 34 60 264 i 35 746 00 g W 270 33 44 60 270 34 45 2 o 43 2)6 33 44 60 u£S 28282 31 42_ 60 268 32 43 60 I 3 q S tea 31 <I 60 214 32 42 60 294 3D 4B 60 294 J00 - 1 30 39 59 300 l0 4 60 306 A 39- SB 306 J0 60 11 S 312 2B 5] ! 312 29 39 -� i g 319 9 56 - 318 _58 3 324 55 324 )tl 70 -56 2 8 330 - 36 54 330 37 55 336 336 36 Sr LL_ 342 35 52 342 _ _�36 D191ul"oI4J byte" 34e -- .7 - 34e 35 - Jeffrey C. 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DR/JF j �0/U1A ru �`�Ss e o .SMARTI:r W I I£ S10iM CR'CIEF W0.0 APAIFN.VtNT flM'e.:UIt9'M MUH13 _— wrrz uuuanu.w� a WJR110+I fI ,. n m n o m p 12 1 10 9 8 J 6 5 4 3 2 EARTH TABLE EARPH ANCHOR H b"xl ]'SlwlsaYHOF iO �bX conaiioeare.buaMy kenrlNea ro be lwle lb meeum her.v:selsdeMaul n SCREEN SOIL CLASS 4A �I bsowxcuaX wnaMmnvn merlwrvcaYy wnnr'ec rote sdcan.s. _ SPANS MEDIVM DENSE SAND 11 bso r'Xn9WRIm W��+va wetl..Ien wY eantilvrsvo.nuory NeNA<tlroa Umebmen.v acvm wrq liadCbn Nl -' LIP i0 ul5w'I(yu 3. X3P tluwcwYJeecao U 11 u'uWnP P` 6M ANCHOR SPACING IINCHFSI Wsda - I blw canl ae.maavaa+umlaa epWu F_� .• 1l 1 W21 1 MM _ N im IY1 C. 54 TW 130 0 130 Ix 30 !C D { I2i 130 130 LG .IJ —im1 5y,f5 Iw I im 130 Y�VI M 93 12 130A 90 9 20 130 �/, 96 F F im 8 106 I - 108 J8 im13D N ,Y' F 14 74 9 ]0 To m U Z 13] 64 _ 61 I g 1M 58 ) W E IN 56 7, 6 � N E a] 52 ) 9 6R 64 ftJ 3c $ N 17 4 47 w w z 45 58 JJ : F 44 56 "a K 90 ^ p 4 W Q m E D 10 0 51 3 ]Id40N 4 i ] 36 44 69O F JS 45 F 4 59 N C ]4 3 57 C 5 56 1 55 40 53 0 c Cg'S ] 6 39 52 1 S.3Q5] 29 38 A 4 37 49 B 3 ]ILO 48 U z "(e' a n 9e-e ] 35 46 34 45 =€' 33 44 LL ''a: 33 44 Q O �' `y 43 32 42 354 NLO RN" 31 it Jeffrey A 34 3D b P.E.60974 We:2020.10.1912.013 o4•m• 12 1 10 9 0 7 6 : 4 3 2 1