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HomeMy WebLinkAboutPRODUCT APPROVAL12/2112020 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit surcharge Stats & Facts Publications Contact Us aCIs Site Map Lima search Proddbpr 4USER: Public Approval y: USER: Public User projoct Agpro'al Menu > Product ar Aopi cation Search > AP.Phration List > Application Detail FL # FL11291-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (239) 938-1009 bri st0 getsma rtcom pan ies.com Authorized Signature Brian Rist bri st@ gets ma rtcom pa n ies. corn Technical Representative Brian D. Rist Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (239) 278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (561) 322-5325 d rea m e s@ g etsma rtco m pa vies. co 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. Fri 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 FL11291 R9 COI F111291 R9 Certificate of Independence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 httpsJANww.floiidabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgs6WGCndlUHYkUNzMffBoNkRYU8uMrNTm8ishgNgeuLZQ°/o3d / 3d 112 1212IMM Florida Building Code Online AS" E330 2010 AS" G154 MIS ASTM G155 2013 TAB 201 1994 TAB 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Panels Ucensed Professional Engineer or Architect FL11291 R9 Eeniv F1.11291 R9 Letter of Eova�lanr�ggf Sections from [M1e Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option 0 10/20/2020 ID/222020 10/28/2020 12/15/2020 Summary of Products FL # Model, Number or Name 11291.1 Storm Catcher Mnd Abater Screen System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +130/.130 Other: see Installation Instruci for additional limitations Desoiptlon HVHZ B Non-HVHZ InstallAHpn Inductions EL11291 R9 11 Installation Instinuedons.aff Verlfled By: Jeffrey C. Front, P.E. MOM0974 Created by Independent Third Party: Yes Evaluation Reports FI 11291 R9 AF Evaluation Report olf FL11291 R9 AE Fire TesPnq j8lctterodf Created byladependent Thud Party: Yes �yyy z., not sewm pma.n mt Sfad of iMe0 it 01 AVEEO enObyec rnwmnr 2007 201LI p %nea it, man Mires outdo e- 11 aae,ea meesea A¢a yone t. dos m[ekary nk-do,llned.-1.11ta. alrce a,I:iane-I,ead—I rmli If yam, Mre eny yudgns, efoom cm pso.ae2.19551 to smCt—asz22sil'. ..n0NV. poomer 1, 2pu. ll¢n— .-mods umr, rpm, ass, e1 faun me. Na arm,al 11 wrtn en omen add-1-1 a.ae on, If em.l:. .sort, whim Den of raom avallaale m If. q.eik. to de -, rtaun4Mmed Aoxi IM®®EE® hnas-./l.floridabuiMing.org/pr/pr_app_dfl.asp ?p mm=wGEVXU ,O BWGOndlUH"UNZMf NkRYUB.MrNTm8l.h,Ng LZG%M%M 2/2 12 II 10 9 6 9 STORM CATCHER WIND ABATEMENT SCREEN SYSTEM H FOR LAC INSIDE ANn OUTSIDE THE HIGH VFI OCITY HURRICANE ZONE STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY Jeffrey C. Digitally signed by 4 JeRNy C. FRIaTt1 P.E. EPIT NN 7 FAR PER .11 Res Friant, P.E. 60974 =60974 Date:2o2o.lo.lg 12:2]:55-04'U01 swcu wurrrves IENEU 1o: HPIC DSlrc mlEm..suL�io.eorzn unxoo wlm uLGFe m. HOT Roa v.ETPoM AND UnuanG CMAR ENE11M Gws. OIHCM PROIERIII IE11EO10- F A!!M E RI] I A51m E 108E 1 ASNRAF L 1 MHO M] TfANI ARCNIIECIURAL71CITEM I PC..PFElxO.CA WHAT Il INOCI A 9MPLE WARO EXPLAIN SEGO 51N TERu50f A Mlq; WxIRE 15THE wMWVM MOUNT OF 1p/d TREAT GAIN MAT CAN CMaE THROUGH WwOON AND 05 TLSDEALTµ LT AWGD%F. NIGC CFO]a THENFRANK THAI ]IS OF THE AVAINII£ IOUF NFAI I! CO.AHING MIOIIGH THE WNDOW. WNAISVLIP E ^TMFAfLIeN SIow Mucx wxT co.us MIDVGHAnOdKT VETS E'vwllmu. wwnsETWTw1D xD I. THE Ip11G IM N NUASEN ME ICNE➢THE PORNII4 Me GANCERENG, EVALUATION BASED ON: Ri161RARCN MRINKsl LMCNASORY. FN( w.Tb. .1 Is 1. D P.OxC S., SAm PRON. W, Is.xl NET,xo, Ise. w.W. MST W.Na. INS HI W. YEN ..I Na. 1111w w. No. ME CAR, NH, RIB NSIECT W. .", PIOIECINe. A]u] nENo. uro C SAI me LAB. ARE 1. PROJECT No. DR. PNLRCTNB. 1. THE No. OHF! w. No vw w.EN NER MOEC. 11. PROHTNo 111. v11 nq NESDEC. PROIECIIb. 1)]IN PROIFCINo "HO I]-]M Is LATHE vau I1 Ne .1 Pwrtc . 11. PRISESECIFF,. - w W. W. IMM w. W. N!1] PROTECT M, laa]]R PpRCIN, IRa]], TOxRyvl Ne. 1. WOISI M. .1. A HET( (HURRICANE ENGWEERING AS TESTING, INC.) OFFOR FRO. I UA1. v11.2. 1 Is.MO I I.FJJR. a 11. 12 11 10 REFER TO TABLES FOR ALLOWABLE DESIGN PRESSURES BUCKLE SPECIFICATIONS: PATTERN'. IPNE IEfIN GRIP W UTNIDIAMRFR: I I.,. Iv INKRUNITH,: E. .1 ODIP IERµ'ACRAL STRAP SPECIFICATIONS: PATTERN: xIONIWJ WOMT EFER'. 14%NOiLT INCW95S'.KENOU.1410- �VWAGENRAR311NNGM:MD]IRN TMLAL HCH'". ES WING: nsSIOLVES1ERMREIDIFORALLSFAS 1..) S.M. FIRE MREAD (I INNS UP IO 11 1.1.1.11 C-EN OF EONVALEFF III RICMNG MTML ON THEFT} 7 3 s NO ISInxINCRwEM ALLOWABLE 111111 NAT RQN LEI IHEC451CN Of MS IrIRN.wINOwA.LTAROH I.CLOR CHI. I e Nu EFEN L ISLNH wp00 ANCHOR .V POSITIVE AND NLG—E DESIGN PRESSURES CALCULATED MR mE Tn WITH THAT EDI INnu RE OEIERMWm PER SEPRAIE ENGmEERING IN ACCORDANCE FIFTH ME CAVEFNING CODE. PREfwRE REGUMEMENTS NNAIL 5C LESS THAN O MESA. IO THE (DESIGN PxeSfURn NOTED LEREq ARE 9101 A,AYMUv. TESTED PRESSURES DIVIDED R. A I III FAODR. ME SIRE. SUEEn FREE. 5 CENTRIC AND DOES NOT PROVIDE MORUATION NOR A SRCHK SITE M9A.v.W1 FOR 9TE CONDITIONS C FLI t PROM THE CON dWNS DETAILED IINANIN A LICENSED ENGINEER OR REGISTERED ARC AHCT SHALL rtEPMESIIE SRECF C NEC-1,15 FOR NE IN CONgNCIPJN WITH TIR COGUIVENT I MMSCHAA 15 CIASEREO WE n'ONPOROJS. HAVING A WEIGEL Y OF TIES THAN TX.. Id MECWpIgv5SHOWN IN THIS PRWUCI EVA.UA110N DOCUMENT, SCREEN RM85AWfI CORA IELY COVERAN OPENING IN ALL GNECTIONS TO NEE18111LDINO MVgpE FROHNEmEMS. e. IE14Mxaofe SHAH ELRRVME ADEOUACT OF SEE ISISTING nRHumRE IO WITHSTAND fU]btlM01. L. I. .. SAF.4 AND DEMON N EIHI ES'. 1.1 WN TRACK AND STRAPIESS : 1-101 SPAN . 1301 DESIGN PRESSURE AND A I `- 2111... SP.. SCI1F DESIGN IRESSUE 1] MEL DOWN TRACKS 1'16 SPAN= I aLST DDIFN NEI ANN. IE. LIT APAR. 1Eµ ..PSF ON PRESSURE 1.5 GROANED I1NA1 SPAN. IWSI pF51Gx 111INKE lD. MQYMUM ALLOWABLE CIESCH PRESSURE'. SEE 9. 1. 9 x F P3 ABOVE. I1. PAN. SNAIL CUE PER1EPANDER1 LASEUO WIN MINFAN ON VAR.XI EST NNEL CONTANING THE TOLLOWING mWnW. NNgMAEREN SIORE, SMART IMNITE, WC IMNESEWILDSTRER. NONPHYND. R AAER ILIRODUCIAPPROVAIFq F} 1 5' W^q NGxD Tt K.NR PA' SKI. ..,w NUWME0 vfR11Cµly ORxpgdiAuv As AMIKAEADION XNM'SAREAICOVFANEWRD RITH HE LDEw11A='A" WITH xTURNST EN EEWIREN1ALEFENT UES ESS IFFE ENFORCED NFOR Em ME mESCHE E1.MNMI1 SPECIFIC RETURNS THEN MHECMN vµyp nR ExiORCEO.IfE DETLKMN TAME iOR N[CIfIC MIFCRplvuua IS. CHOSEN ASHNI"ItINNIFEE 161y1 NO ADCIIIONACCEROFICANONYOR AmM4YI+N.TAS MT T 1.. EuwwENULMwpssll. u.x.o. Ae EIW�54U1 ' ANTSw,OH 1.1.SANl. # A.. 1TFI1V- WITH SEA IS, XMV, AFTERN yNg¢y3 fill 12 11 10 9 6 9 6 5 4 6 2 1 AP�^Yn�ryH... N APPROVED EDGES xtl` STITCHING - DETAILS STANDARD ROLLING SCREEN HEM: Z=cu,m- YMu"6YMxYa1PONf YRV.mtO las..w Gemolw Lori YmnPVt CA9xG NnW Wrt WF rANFL Y/.N WKMN FOa:NOxEM a omu+cl eLmuxvarsa smaaNGY..r vxn.smw rnnuraUIrC G wvrlFouFm xxau asmex '--! saoLo epwssralvx.wwnuN. — 1.zv wno �"� ^Ee VI 4 niw mmctwx nFm:xxows asmcmxp � �S F 9.v.xnoxcomwa rxN N a- F )SMMNC CW[NC MFIXewl10 �P6Ne Na3 xrtpN tUH IME nitc� L% L lGxs � w vs W F »wG pMGN STRUCTURAL HEMS lre .i a,WG.I. aN iult ueF 0 levlc 1 ssoc ism 1 .xxn „ 0 C^ m --G6 zg'F'W� L. loxm smoeup o Q 0 wlw.cLoa . misortox.N� r ales lPesmunooP N �j us 1.6 P,wFL rwm rw/a rc E`' ; ALTERNATE FIXED STRAP/LOOP F sncnlrvc $ECTIONAL DETAIL N C FIYFII RRAP/I MP I'lFiAll a � QgggFg 3� M wnlmCrecxvNC`� n:ewaY�oc gSInP a �fOT ism le1� P'� I siw Yee euculmlu o! unurc YY €€p �i�6 o ipp 6 U u B a smc�c � i � aaE alQW 3 W sreN q fi fill Jeffrey C. Dlgttallysigned by o 3ll Jeffrey C. Frianq , e omw Friant, P.E. PE. 60974 a PttCM L6 W IW.m qe 60974 Date:2020.10.19 L 1228:34 -04'00' 12 11 10 9 a 7 6 5 4 3 2 1 G 10 9 B 7 6 5 4 a TABLE 1 PARALLEL TO LOAD LOAD Span DESIGN PRESSURE (PSFI 9-4 sa I a a a l_ 4 1 6 2 72 78 _ 19 _. i_ a T5._ _ _BSI 66 �_ ) 0 0 __. I782 9U _ ii _ -----4 SIB ART _ mo _ 96 l.__ _ 9 960 —_- I 4 2 d 9 1 __. IGI OB I w d 9117 120 7 _-- I II 9 _ IJ2.. _. 150 _ j -- C -_. -_ _ _ 04 1T T. 14 150 ;j_ 5 6 4 _ ] 156 _ 3 16B —3 __- _ - — 77 --.. - —' 1416_ I]4 db ] -- I469 190 19A 1 _ 14 _I — 0 _ 112 4 - - _ - _ - 54u 1 Iq)4 -16_IB _ 19A 0 204 47�` _ _ 210 485.. -64 222 q4P .. 22e 5 228 234 sl 240 MIS _ 566 252 7 158 64 61 )0 6 a 276 282 206 4¢�j�325 294 — 6IL... 30B9 - 312- 318 - - 7 d — 22a 3" --- r6 1 33A 7 342 77 5 36B _ 9-4 360 II 4 366 _ 4 ': 372 _ 4 ae BBB Tl el _ _„ T-IIRPENDICU-RLOADS VICREEN TENSION fHMER DIRECTION) ix=PARnLLEL LOADS LOADS ON EXISTING STRUCTURE SIDE. SLIDE GROMMET b STRAP INSTALLATIONS T.xa1. ec n.wm nr [cv H R tra prm x1bf. Digitally 51 Oe 9 y 9 �E!fff2y C. Jeffrey C. Frla Friant, P,E. e0974 - __—mate: —v _ d I1 _ _...... d 1I a- _ (: a q b 117d 'I I7 6 t 6— .3ivy—_" ^°2 4a8___ 9d1 _, ILpJ 3 ISbS„-,.7_,fH77- 12 11 9 N cC� - GIG^^ ;•: G rR U Z � W E N w i { < `o K � O O N of a c x`s Y s F u a` ° S Sa€3 by o o a EF RE q 60974 12:2855-oa'00'9 10 9 6 7 6 5 4 3 2 12 11 to X G f E u > a 5 A 2 1 • hl♦ � � t� 1 if.. F ' I �(�I��F�r��rl•���•rt�� i1��.'II�iFi•>•�1��1:� t7!•��1'' N' >I. Yl���r rr ,� r a� 1�•ii iii .. Fi'�/ 1•� ��n 1I��I /Ill Yl� )♦ r . �� 1fIi1• 1 ai Ll• 12 f4r I�)♦�Fi i�ilr��4 _ 630 720 tokr _i ��Fjr ,r_ 4 Z1r iIr� �r1•�1!r��.. �FI'�l ��g�p� r �Llr EITHER. DIRECTION) ll ilP i71� �F Il Yer)•�YL P �I Tx=PARALEI. LOAM >�E L �ir)•E1L� LOADS ON EXISTING STRUCTURE SIDE SUDE, GROMMEL STRAP INSTALLATIONS y ��1u_)•tib it III �.�. :� �l�jli{!������..,L�r)♦ Digit.11y Signed �Ek.• t�Y}((r 10 9 �Vf Nf w a K E F- L Hw G� o D D s o c €a� 5 vE 3 60974 12:29:29-"'W' n 8 7 6 4 3 2 Wi ♦♦ , , •i Jiiy'J�i ' ♦ ♦ ♦JNO•ii" yy♦,�pJ I � III � • ' .S • ♦N♦.JJyyS'' ♦ i ;y�i♦dJ+i • ♦•yy WS• —:e ;:yam ••- �-:+• ��;�;;:+.-. ;y;.-. v.:.. _ � . 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ISSIA4E nrE 60974 LLCCI OF Dafel M,^ co <n c zozo.ta.19 Vf c s E A..L .'e 12.34'.10-0aCP y � A 0WALL MOUNT SECTION F 1..,.E ,.,c. u,; e. nnovo.m.anx Z N _W K — E E' w Ei Ei I,11 GFs o Q °cAYg $ D x �]]�MOUNT-SECTIONIION � MOUNT SECTION K A am E to w o's. ul 0 IO �_._C rrf G ON A�"Ll SIC_RAIL RENUvattE / /R + • rwN pwGrE At /V sl u:EA eaL RErtmnx RA E fnnfrvfR v bk 0 RE V>aL4 FnBFIJEY M0 ? 3 a RETE, E-SECTION �ETENTION ANGLE. DETAIL /1 ETENTI(t �z_ _ BETENTTQN ANGLE DETAIL � RiE_ENllONANQLESPQTIRN �x_„�•.� x., r .• vvl ,� �.",.,, N.", INkRNM:IIONA..L. ARE IJCI RENIIRkD"Ill'."SNJ' NQ EI„FRFIFNIIUN AN U,R All NOI"WRED WHERE HFELUE -- ECREENTRACK ENDS ARE AGAINST THE EX1511IJG STRLCtDRE SCREEN rRACR &IDS ARE AGAfIST!HE ELL6TJNG SIRNCIURE. 8 A 12 11 10 9 B 7 6 5 4 3 2 1 Jeffrey C. Friant, P.E. 60974 S s... Lb i974 i e� u,. .. o.a o © ..... GLED TRACK m.. - m, m". V _ m. - 0.. ���- ...•.•.•-•.•.❖:K'❖•:Y::•: Js❖-•Ji;ir•�. �-wv.o. 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Yi � II uri�►i�11 � 11 m � IIGI':�iilElCl�iitlPlLl�liflClLiiILi�E.Zl iry)♦iL� llLl eJ:�i9Y>•iY�l9lkl�iY1•iLILi©i©Lai9.iiLili ! i:•J;.�ii�arlf'fii�arY'll:I�i:l�ii)Ll•iJLl•i;,�i�� -I • :s Lisiiiiliii©iilit:ir ii;L,rrLlilii3-i! �ILa - Div �iiiiiilalrilalLliJL�iL'/.7•iiiY=i '— � La a.�I:'�!a•!r•lOIN�EDiLY�i9• IG��®i.Ll�ii00 � :� �i�larliilarci�✓Lai:nt•�•✓c�i✓L�i�icza "n. �� � + ���ilare;•iilEnl�.iisal�aL�i✓r�iiir..� � tt �` � ����rL��rr�i•������ Wiser' ��iir��� _. �I[�-i�.^.-�ii:•i�©L'i:�i✓�©�©�©�inilarairLai^c� �ILIS^1^�t3'.�'Ti•!9' ii'Ci!'JI{itmF!!]IY{�IGIC!!I(i�ElCi!•r/,litr(1♦ �ILIZG-�).4LL.��iID iiZr•ial.!®f>•i➢ItiilLlil[iiii..r/ii,ILi �IGIr&:; I,Z.1I�ial' iRrLltalialplLi♦ilIDlil/liRiiii•rj�irt, �� �rLin•'mnr.�inrtalE,ulmra®raiarrialer�iLLiiiiaa�rra _ .. . .r o�a�a�amm�� .1• 12 II CONCRETE 10 9 TABLES H op In CREEN SPANS UP iO I'"I POURED CONCRETE (MIN 3K511 ANCHORSPACING INCHES G 24 20 a la ID IB 130 I 130 130 13 54 130 130 I7l1 130 130 60 130 130 'M iM 66 IN IM il) F E n A 3540 41 498 60 60 60 �6 440 60 12 II 10 9 n CREEN SPANS UP iO Pni POURED CONCRETE IM1N WSII ANCXOR SPACOVG INCHES 1B 16 4 12 10 4B 130 130 1 i 59 130 130 IN 130 130 I30 60 130 130 130 13D {6 130 13D i 130 ]2 130 130 130 130 130 ]e 130 130 I I 0 i W 130 130 130 130 13 90 130 130 13 130 I]0 96 130 130 130 130 0 102 124 130 130 130 t30 IOB II) 130 130 130 IN 111 125 130 130 130 120 10.5 119 130 130 130 I26 IW 113 129 I 13a 96 108 123 I 130 13i 92 10.1 IIB 130 130 IM 8 99 II I 130 15'9 84 95 108 128 130 1 BI 91 104 122 130 162 JB 88 IOD IV 130 168 J5 85 9J 113 130 1)4 7J B2 93 109 130 IW )0 )9 90 105 130 lef dB J6 8) 102 I30 192 60 J4 60 60 60 19B 60 J2 60 60 60 204 i 60 i1 60 60 60 21U I 601 68 1 60 1 60 60 216 59 66 60 60 60 22a 5] 64 60 6p 1 60 aa8 5 62 60 d 60 al4 4 dl 60 60 1 60 0 53 1 59 1 60 f CO I 60 51 1 58 60 11 60 I 6D a53 1 50 1 56 f 60 1 60 1 60 258 49 55 60 264 a0 54 60 W 60 220 47 53 60 60 60 276 46 52 59 6 60 202 45 50 50 60 ED 288 44 49 56 6D 6D 29 4 55 60 300 42 47 54 60 W6 41 46 53 60 12 41 46 52 60 60 31a 40 45 51 60 320 39 44 50 59 60 330 38 43 49 SJ 336 38 42 48 56 60 342 37 42 48 55 60 30 3 41 47 54 60 354 36 40 46 Sa ED 360 35 45 53 6 5 d 3 2 Jeffrey eienrvyc"`6 C. Fria nt, Rim, P.E. W9)4 P.E. D,re: 20. 619 0W4 iD ,- •ao• 6 5 4 ro n SCREEN SPANS UP TO (n1 POURED CONCRETE IMIN 3KS8 ANCHOR SPAC NG INCH 1 10 e d 4 M 130 I 13D 1 H4 lY1 130 130 130 I30 ea 13p 130 13p t3D I db 13 13D 1 I I2 I]0 130 130 130 I]0 )B 12 130 130 130 I30 B4 III 130 130 130 130 90 IDa 125 130 tap 130 96 9 IV 130 130 130 103 92 110 130 130 1 J 104 130 130 130 114 82 9 123 130 130 120 )B 94 11) 130 130 126 Jd 89 111 130 130 13a JI 85 106 130 i tie 68 81 10 tap 130 IM 6 18 98 130 130 16'0 2 JS 94 125 I 146 60 R 90 120 170 16 58 6 8] II6 130 16e 56 6J 84 111 130 1)4 54 65 81 )OB 130 100 52 62 J 10a 130 led 50 60 JS 101 130 192 49 59 60 60 60 1Po 4J 5J 6D 6D 60 204 dd 55 60 60 60 210 45 53 60 60 60 a16 43 52 60 60 2II 42 51 6D 60 60 41 d9 60 60 _ 34 40 4 60 240 39 d) 59 60 60 d 8 4 60 25a 3) 45 56 60 60 25B 36 M 54 60 60 269 3 43 5 60 60 2)0 35 42 52 d0 60 216 34 41 51 60 60 33 40 50 6 60 2W 33 39 49 29494 32 38 d8 60 60 30 31 3) O 60 60 306 31 37 4 dD 60 31 30 455 319 29 35 41 59 60 3 29 35 4] SB 60 3W30 28 3d 5] 0 336 33 41 56 60 33 41 55 m 3"60 32 40 4 60 3 - 32 40 53 60 360 31 39 52 60 3 12 11 10 CONCRETE TABLES H G F E 0 C e A 9 a ) 6 5 4 3 2 3/8' 11AREADED ROD A EPDXY 3/8" THREADED ROD 3 EPDXY SCRINH, SPANS UPTO (111 POURED CONCRETE )MIN S000 PSI) SCREEN SPANS UP70 (mlU POURED (MIN CONCRETE =0 PSI( ANCHOR SPACING (INCHB) ANCHOR PACING (INCHES) 34 1 22 20 18 1 12 1 6 I w I is 1 12 6 N 130 I IN 130 IN I IN IN 240 SO 55 60I d0 ED 130 IN IN 130 i I 246 11 59 60 60 IN IN ISO 130 130 IN 262 48 52 60 66 IN IN IV IN IN IN 288 47 51 56 W 60 60 n INO I IN IN IN IN ut 45 50 55 I 60 60 60 78 I-V IN IN IN IN IN x)0 u 84 ISO IN 130 IN 130 IN 276 43 42 52 I 58 60 60 90 3o 10 130 1 1 4 46 n n d0 _ 96 125 IV 750 130 130 IN US 42 45 50 102 118 118 130 130 13D 294 41 45 49 1 54 60 60 108 111 121 130 I No d0 u4 0 V60 114 105 "5 T26 _11L 130 IN IN 3a6 312 39 4 T2o IDa 109 120 130 ISO 13 38 42 46 51 V 60 T26 95 104 114 12 I 130 31a w 4I 133 91 99 109 104 121 IId 130 13D 130 130 324 330 336 37 40 44 49 60 60 138 81 95 36 d0 44 ds 60 60 141 130 36 150 80 87 96 102 IN I 0 US 35 38 42 47 EO 60 I56 )) e4 92 103 IN I 34e Jr 36 41 46 W 60 162 A 81 1 US u ) d1 4 I68 )1 ] 9 1 IN 360 3J36 io u 60 60 1)4 69 75 83 IN t U6 36 60 IN 67 73 SO 89 IV 1 312 TN 65 70 )) 86 129 129 AB 4 1 60 4 199 60 60 60 60 60 60 US 204 59 60 66 60 60 394 3 210 60 60 216 56 60 60 60 NO 29 32 35 N S9 60 57 60 2 6 60 m 51 56 60 60 60 240 55 60 60 60 d0 0mmmm�® fl��ilmm�'7�Fbl�FT.,1 �mmmmm�7 i:�mQ'1�7m�7�F7 OmmmQT:7�OQ'.7 0' ®mmQSIQ7m 67B]m�Q:l�F:1Q57 fiEm® �76®Q'.7 0"Iff.-AmommmEmwo ® 0"Imm Erm0"991 mmmm§EMm m� ��0[i7fFi�7�I7Qd7 00m0�Q'11Q1:i mm00m�� f�LlL7EaEaEilQ..1 m�r.�r� rric� �o...o" 0NER. >� isr.1EMEJE_700L'1 &L.RWArrm>.rmm". o 12 11 10 9 8 7 6 5 a/8" IDT ANCHOR SCREEN SPANS POURED CONCRETE (MIN 3000 P58 UPTO ANCHOR SPACING (INCHES) n"118 I6 1 14 12 IS 6 240 60 1 60 1 60 60 262 59 60 60 60 bD 60 Wby 26e 50 55 6060 60 60 x6 60 60 60 60 4) 53 60 60 )d 46 52 60 60 EO 60 4 s 58 60 Zee 44 50 57 60 CO 14 4 49 56 60 60 60 8 42 4> Sd 0 3 4 46 33 60 0 TIV M 4 M I 40 1 44 51 59 Sl01 39 1 u 326 38 43 9 34z 37 42 49 56 60 60 n 41 47 55 60 ]f4 36 41 46 4 3{0 3 40 46 60 366 35 2 372 34 39 44 52 60 60 374 34 30 44 51 60 60 3e4 33 43 50 60 3f0 J3 JI 42 49 59 60 2 J6 41 _ 58 01 4-0 32 41 49 5 q0e 31_ J5 40 n) 56 W H EF. y G HN IIa 23 F U vu. U R 1F'W QQ� E v IS 3 5 - z�3�z �m8 f � IS: N C n a oEa e E Jeffrey C. Digltanyalgneaby Jeffrey C. Friant, P.E. Friant, P.E. 60974 A 60974 Date: 2020.10.19 12:38:08-MOO' 15 4 3 2 1 Iz 1' 10 CONCRETE TABLES H G F E 0 C B A Lm�w �0�'7�[a7da77 0®�i1♦Q"im � F F7 I MEMMMMI"-- �Fc?•�0�0:��i�0 000Q7®� ®il�Odl EKF: Mi �'®�-/_M Mnmm�ymm[K7�'J W FMr Mumm.l'mmffim ®omom� �WMEFTREUMMUM� mr>•rrmomcMm �M wmm.m.o METTM wmr>,rm EK7:m �7Ef>•0mu-7f!mE57 ©cam©ooc>♦ M®Ei),r7t'r7 Mr-l" www�mlmmRmmFrmwIm m�Jam��r� o�Jamcr»r� Er�m.m.�a WN W 7li1EF.f•E Ei_:®fd MWRM E�t7�7� Wrw EIIfEF7EZ1tF1�'F7t!7 E'r7Ef1E5�ria0E� E'_?7EY1E7ti�t!t1E`1 9 B 9 6 5 4 3 4 _I a:iy.a rnrn�� omrnrnmmm D�F,•1R!7�7®F iF!7�1 OQTa!7�4!7m®. �'!7fFil mrnmrnmmm c�m�mrnmrnm ir-�mdi�um®�i1 ivommm®�C7 ®�EI7�FF76I16� 7�F'i7 mlglmm OFERM i®® �' m�rauas� l EFE7m ® 7 fIIllm0t7lmm � �Emfi7i�Flm®m MIEN omm �mmmmmm MIFEmmw2wum MF mmmmrnmm WMWM"- offin omoo o0 WURKMm �mmmr:�>,c>.o om000 mmm". or.>, OFEEImo omomo ��mmmo 12 11 10 9 a F:�mmmr�c�r� rl!!��f.7f7f7 MEIFE .m .ram IL �cammr�mr� NEUMN .rnra Egi mmmmr4irn �rnrnmr�mi�.L E7rnrnmWErnf'r1 �rnrnmr>.r>.r>. TWIN •cam AWE mr�WE ocvfflm r" .ram o"mmmr>.r� ®mmWMEM" rnW mmE tr mammmmr,� �ammmc�m �smmmmr>• ®as;amomr� Imasarnrnmr.� �mam�a�Jamr� mammmmm �aam�norn oaa�Frni�i 0 N C 3a 33E! Jeffrey. Dysignedby o Jeffrey C. Fdent, Friant, P.E. FP. 60974 A 60974 Date 2020.10.19 6 1236:27-04'00 6 5 4 3 2 1 12 11 10 Co CRETETABLES H G F E D C 14"PANEIMAiE INSERTS SCREEN SPANS UP TO linl POURED CONCRETE (WNUSl) ANCH R PA IN IN 12 If 13 10 f 130 130 IN IN I N 130 IN 1 IW I W IW IN IN IN IN u I3(I IN I IN 130 72 1w IN IN IN IW 7f 120 IV IN IN I N III I I I I 96 117 IW IN IN 96 98 9B I17 IN I10 -i10 11 1 IN 1N 87 101 130 130 IN 11 99 130 1211 8 99 IV I 74 9 I11 I 130 In In 7 1 1L 60 102 122 I I" 65 A. — 98 117 IN 5 4 IN W 72 90 108 I lu 58 9 W IN IN 6 00 1 174 54 65 81 97 121 IN 52 62 78 4 1 77 IN W I II 92 4 9 60 W W 198 Z7 9 68 b ss 210 o 53 W W W 216 222 228 4 W 42 I W W W 4 4 W W W 234 da 140 9 4 9 W W 2de N W 60 252 1 W 86 ]60 DO 36 44 55 W 60 35 43 53 W W 4 —6F OF 276 282 d 41 51 W W n 10 W W W 286 294 J00 49 Sy W 32 38 N 57 W 1 7 17 56 60 301 312 318 31 7 N 55 30 36 IS 51 W 29 35 b 53 W 324 13 52 W J]0 4 03 51 W M41 33 42 W W 342 33 41 49 W J2 40 48 J2 0 48 W f - 31 39 47 59 9 a 7 6 5 4 Jeffrey C. DIg11aRy91gnetl Friant, by Jeffrey C. Frant, P.E. P.E. 80974 O.W, 20N.10.19 60974 z3alloa oo 10 9 8 14-PAN LMAIE FEMALE SCREEN SPANS uU,O ( POURED CONCRETE (MIN 31V AN R PACIN NCHES If 76 14 1 12 1 10 W IN IN w IN I ff 1 -1-W Ix 60 1 I IN 130 IN dd I 130 W 72 1W 70 112 126 IN IW IN 4 77 79 Tw— I 97 109 14 130 130 { 102 11 130 I W 96 110 in IN 1a 81 91 1N 121 130 11/ 76 P8 115 IN 93 1-W 126 49 78 89 104 124 132 66 74 N 119 IRS 0 71 1 95 14 IN 60 68 78 91 IN !0 SR 75 87 104 10 56 63 72 & 1 162 54 60 69 81 97 { 52 58 67 78 93 179 N 56 64 75 90 IN a54 62 73 I —Tf6 4] 53 W 192 45 51 Si- W _-It$ N 49 57 60 60 2N 43 ae bs 60 60 210 41 47 53 60 60 216 110 45 52 0 1 60 »Z W 44 2L N 4J 49 51 6 2N 37 42 10 W 2N 36 41 4 51 W 35 N 5 53 W 252 35 A N 52 W 250 N 3a 43 51 W 2" 33 37 a d9 9 2ro 31 41 276 32 35 1 47 57 31 35 W N 288 W N 39 4 294 3o b 53 3W 9 3 37 N 5 306 20 4 1 J12 2 4 118 - 1 4 3N 4 JW3 4 l06 29 J3 39 47 6 5 ]N 32 37 b J60 - 31 36 11 7 6 5 0 I rPAN"ATEMAIE BEEN SPANS UP TO P"1 POURED CONCRETE (M0J=11 —ANCHOR SPACING INCH 18 1 14 1 14 12 10 N IN 1W IN 130IN u IV IN 13P IN IN 60 IN IN IN IN IN dd I I w IN INn 1 Fw IN IN IN IN 126 IN IN IN IN N 11T 130 130 iW I 0 109 123 IN IN I 96 IN 115 IN 1 102 96 )09 1 4 1 N I) 130 I 0 4 6 9 111 127 120 92 MS 123 I 126 78 N 1 117 lit 75 84 9 112 13 1N 71 92 728 dB 7) 123 I50 db 74 N 118 4 0J 9 14 I62 61 60 78 91 109 148 59 66 75 Im 174 57 64 73 102 IN S5 62 2 98 1N 53 60 079 95 in 51 58 W 198 W 56 W W W 204 454 W 60 W 210 47 53 W 216 N I 59 =2 b 57 60 W x2 43 49 s W x04 a 47 54 W W W41 4 365-65- 2N 40 4 W W 252 39 44 50 59 60 TN 38 4 57 W IN 37 42 48 56 270 36 41 47 55 W 276 40 - W-m 39 —4T 5 66 2N b 51 W 294 W W U W W IN 33 37 42 49 JN 32 36 41 N W 311 72 35 4 T7 57— Ti —a =1Fl� N u J2 m 4 W 3 45 5f 226 V 44 53 342 43 52 J e /2 51 64 - 42 W JW - 41 49 4 3 2 1 Q y�ygg�G NYe R 0¢p yA? N 3F V Z N W R K � E r L z 'u z3 A g Fs � Q24Y � " 4 D H K 0 F c 8 Y gq4 C u a ilia 5 O o 17 A 2 1 12 11 CONCREI SCH-EN SPANS UP FO 511 POUT 14 ANCHOR O B II IN �6� Sao i1 F E U C B 10 9 B A .e,a _33i .,o 3tl ., 42 42 9, 1 30 49 57 t', 48 56 60 360 37-' 12 II 10 9 114' TAPCON SCREENI POUREDCONCREIE SPANS IMIN 3KSp UP iO ANCHOR SPACE Im I1 12 10 B 6 .. IN I y___. 54 130 IN IN 130 r 54 'W 130 IN in 130 66 '30 1W IN IW 6e 130 130 130 130 _ 72 130 130 130 130 23 78 114 130 130 130 84 107 -12B 13 130 911 100 120 13 130 IN 9e 100 120 130 IN 102 94-113 Ib 130 ton -tl4 I07IJO 130 114 120 126 32 3l3 I36 109 13� 133 ]0 B3 104 IJD 144 E7 80 100 130 150 (4 77 96 123 3 7 5 Jeffrey °9�edcy C. JeffreyC. Print, P.E. Friant, 60974 Date: P.E. 2020,10,19 60974 123°' o4OP 1 5 4 4 3 12 II 10 CONCRETE TABLES H G F E 0 C a A OQ.7E27�E7E'l �E?.71Erl�mE..7 LSSQII�lmmm 0�mmmm O�F:l�F:7�7mE:.7 E�JmmmmE� om�']mm�F_•7 0®mmQl.)1Q�)f M m NKMI EME �G7EM®m EEEE7m 0EMKMEJE7 QJL70m®■R•,l EElsO0m ErLEmmmm:MmKEM�m ELrl00L70m EOmO�mEJ E00®wisw%mafi 7 mum"©�Iwmm ;7 annowmis"m.. ESl7"Mm"�0 Eiillam"t:1t17F.1 E3[7EaMuNwis". l ". E%il©©�L70 i:FJEfl�E:I�� OEM" EIEE"Et'7EfJlux0 Elim" WIRE Eis>•mFiimoo E3ZEEE,)♦m®E470 EiEl00FflEIO EII10150Q1©0 itimE ..... E3EE000®� 12 11 10 9 9 B J 6 5 4 3 2 Jeffrey C. Digitai1y5ignea by Jeffrey C. Friant, P.E. Friant P.E. 60974 Date: ]070.10.19 60974 12:39:28-04'W 6 5 4 3 2 ; ` H 0 STRAPBRACKETW/7v]O1/C CREl E)(vUCTAPCON SCREEN SPANS -ji � ANCHOR 27 PO 1MIN (WN 5PACINGIIINCHESII 22 JJ50 335 30 ETE NCR P$11 T 181-13 L /1N—y B4 Q CIC L r 11�a W tt 5 O ? p Fa F 4a 130 130 1 130 1 30 130 130 130 6w 130 1 6 - 72 1w 130 I30 130 13-3X000 130 i 130 130 130 ` I30 n 1b n 114 125 130 B4 107 116 12B IW 130 9 10] 116 120 130 130 1W2 103 113 125 130 0 94 9A 100 113 1 1 89 9 10) 9 1 11 BI 92 101 112 130 ? IL = F K 6 r Q S N 0 rn =y E o 5 { 5 C B # i e d eo 1 1 90 a] 96 IdJ 6 )d 91 lm 122 ] B) 97 130 b I 1M 67 1 73 ED 1B0 62 70 74 M BS IIM 124 M 152 62 67 74 119 i 2 59 65 JI 79 J9 114 61 5) 62 69 76 110 1T 55 74 107 1B0 53 5B 62 ]I 10] 1B6 52 6 69 n 49 its 48 58 60 60 20E 4) 51 60 W- 21 4h 5 60 60 6 9 00 4 00 B 4 4 51 56 60 234 41 45 49 55 270 40 44 0 53 60 M 39 43 47 52 60 252 38 42 M 51 60 < 0 o u -i R ? 3 o 25B 3I 41 45 50 60 SIPS b u 48 27 26 42 46 252 4 ] n 4s zas 2v4 J3 36 39 4I 60 294 3 3 206 31 42 312 31 31 3J 41 o B ) A. 9 12 II 10 9 d I d CONCRETE FILLED BLOCK/CMU TABLE..OaCF�vFX M.iWN<O R 4 U<a H ,m 11 G F E r� C A 9 0 H 3/R' LDL ANCHOR CR SPAN$ POURED REINFORCED• IdaN 30W P51) UP iO (Inl gNCHOR SPACING IR4CHE$) le 1{ 1 11 1 { 4e 30 30 I 130 I 1 S4 130 30 130 130 IJ] 130 {0 I>0 Ixl 130 13p 13p {{ 13p 130 -130 130 13p I M IZ11 130 13p 130 13p I )B Ill 12s 130 13p 13p IId 130 "i 30 130 96 I I 130 IN 13p 9{ I Ile IAI 130 1 103 5 9 19 12I 13p 13 101 90 12p 130 11 )d Bs 9) IId 191 I 120 )2 Bl 93 OB 1 IV ]0 1 69 ) I 123 I 1 ds )4 M 98 Ile IH 63 ro 8p 1 113 IN IN IN 60 68 I] 90 108 I 1 SB 65 ]4 80 104 I 1N 55 62 ) 1 1N 30 53 60 69609SIN e 51 ed )) 93 IN 130 e SD 56 I 1 4B Sd 62 ]] I 1!{ 46 52 50 ID 19 4 51 58 0R 1 44 49 d 1e0 w 60 42 a54 e0 60 11 4 An 116 40 45 51 dp 60 60 22� dd 50 43 49 5 3 42 4 5 d 41 46 w 60 4 3 �00 iL!1F7�1CfFJ�� ®FJ' �Ffl00 mFY7E11tv��� �FI�©Q1mE7t57 ���mm�Ummo cnom© ©©o r�ommd�mo ®ammmoo yam©mmc� oao©rnmm �aoE�mmm �aomEnoo �eammmm �eamErimo �eamomc,� fiilaeme�mr� maemmmr� �aemomo maammc�r� ®eae�mr� Jeffrey C. Digitally signedby Friant, P.E. P.E. 60974 60974 Date: 2020.10.19 1239SO-01'00' 1 3 I: 20 A Q57Qb7m W1111 EVAN C')♦mmm��m Wo ®®mQI�I7�7 OEM MIM win IQ1♦�mmm gym® m�am m� anr:.:�anmma.� �mmmm �rv�nm�a�•� �rnm®mm mmomm� �FI�IFf@9�7�F;1 Emm00000 �r:�r�moo oc>.rnrnrnrt �rnmr•�oc>. mmoomm omr�r�c>.ra ® ©©©D©DI:•I �mmm�'•lm m 000�0 Em OOFa�E!1Eg7� W-721 mlrm�®"0wo ®mumom�"0 000mmo WHEm"mro "0m"Wo ...m®mmm �momoo a F E 0 c B 12 11 10 9 a 7 6 5 CONCRETE FILLED BLOCK/CMU TABLE .ate .....-�=a ®mm ommmmm� ©mmmmm� ommmu;�m� ma�mmmmm ommmmmm �mm�mm mmanmmmm mins�mmmm �mmu�mmm �mm�nonan�n mmrn�Q�m� ®fc7f}7[ 7QA77�Gt1 . ®mr�snr��m m©��lmanm mm mmm ®mmmr-�mm mommmmm ®mEnmmr�m mm�rmim �mmmr,�r�c>t mmmEil��[7 s' �mmEnoov ��amEnr�or� ©afm000c� �me�mmo� �nEnmmmor� E.JEI7�1:7C1E:700 �mm mm�nmmmr� oo©o©mr� m�mmmor� �aEnmmmv oaoE�moc� oao�nE,am[� �a�;nmomc:� �eam�nmm �aam©mm meaommm �samr�nmr� I©ea0mWIN aammmr.� maaFnmmr.� ®eamwa©o MRIM em mnmo oeee"mv MEUMe ®amamov "- ffamam c�aeam0 "Mm �m® c�mmmmm �.mmmm� �mmmm�n �mmmmm c>•�mmmm �mmmm �u�ammR:Im sun"", AR" WLMmmmmm mm�nmm�k'•1 ®mLI m1�m9FRIMImm� m9lmmouMmm mulm"Wimmmin mffmlmm m MEM1921ammEA MHMmI=Mm mmmm m mmm�®m WM�mo"mo mor�mo omEnomo M EMKENp FIRME�'J<!7mm mmm"mo ESIC"IEfl". " mmm"I m""". t57 m®m000 mmm"o ff-gwEBEMA >.o �c>ammoo o mWF]mmN0 EII!•EF7"Wm"� m"wWo9m" ®mm�0 Eaa��m�o EFJm®mm� �mammm �eIKAM oa®mmmN 12 1 I 10 9 8 7 6 5 6 3 2 a 1311 31 L_.j. 37 61 62 Jeffre c, Digil:ly signed by Jeffreyc.,.ffrey C. Priam, z o _ Friant, P.E. 60974 P.E. 60974 Date: 2020.10.19 12:40:30-"00' a 1 4 3 7 1 12 II 10 9 B GROUT FILLED BLOCK/CMU TABLES H G F E 0 C e A L1 IlE.lE7mm cnmmmmm mEJmmE�m fMIF-11 m "in OmmmE�m Ommmmm ®mKil �FI7Q1F*JQiTF EFnmmmmm ElFummulml EE1mmE:7mm ¢�imEa� m 0S� MIEB mm Ei N" OEML?Ir7mmm 0�m Ilan" omo EII•1E31E7� OF'1rlClEilm § Wm ll E"mummm mEf1Cl ll 0lpm EMEN"" ETEW"m 1m%im ETLM" o rn wam0w "- Imm". �ONIM. mmm� . . omINIMINp oor� MMEIN E7WMMwE§C7f70 Ommmoo ®0000c� Op EE..:.1"SI�© ER]ll Cu ©0©©CAI O©m©mr� E747©mmC1Cl O©mmmcla E�©EJ0�Q7 7 6 RP SPANS UP LO Ilnl caou7 FBlEo cau ANCHOR SPACING IN S le 16 4 1 1 ae Iw 130 1 o I 1 64 130 30 I Im bB 61 iJo w 1 o I 130 130 IJO I )Z 121 130 130 130 I )e II 126 I 130 i 4 10/ Il> 130 30 130 90 9% 109 125 130 130 td 91 102 II) 130 I 1 1 85 96 I10 128 I lee BI 91 104 121 I 14 Jb 98 II 1 120 I B2 9] 109 1 136 69 JB 89 1 4 11 132 dd )4 05 99 119 1 I 01 9 114 1 dl 60 J 91 109 1 58 65 )5 BJ I 5 1 6 56 63 I2 84 101 IfZ 5I bl 69 81 9 f1 5 6] )B 93 I)6 50 56 64 ) teG 48 55 62 I3 8] leb SJ b ]0 B4 I72 45 51 50 d0 60 44 5) 60 60 A 5560 w 21 a 4] 53 .1 60 21 40 45 5z 60 39 9 60 451 9 9 1 5) 1 6D 3 42 40 56 60 Me 21 41 .7 55 60 NdQ 46 53 60 2e2ZI5 M 52 60 2W w 3 51 2 33 Jl 424 59 2 01 32 1 M 1 42 58 276 1 32 1 36 1 41 47 1 57 2e2 1 31 1 M I 40 46 1 56 zee 1 W I U 1 45 n 30 I M 13B 4 5 300 29 33 3) 44 $2 306 2 1 312 4 50 319 4 49 z w 3 w 48 336 - J9 47 w - 9 w - 3R1 - J2 87 N w 1 N 5 4 3 Jeffrey 019�0— by4eMreyC C. Friant, F-KP.E. P.E. 60974 wle 60974 12Y156101W 12 II 10 9 0 ) 6 5 ®mom o0 t!1fE7�F7E7E27E7 ©EilE7 �m m®m�E7m mE�dnmmm ©m®mmm fE.7mE7 MKUM l�FJm intro �mm�mm Omrnar�®Erim® ELF7�47C7�EilEI] ��CI� EI7�iIlEFI EE1®0m�m Qi�mmm�rnm ®EY�mf(7R11Q� mmmmm mm®mmm 0m®�0E7 EfffEmE��7��E3J mmm0m� EFammmm�i EG•7��wwfeO ECfom ®"lnm®m 00"©"l7 ELS7©mmr�r� E-^J�DD�p O©mmc�o ®®mmm EI7�OmClf:17 ®omm0<L1 0mm0®0 �emm�iFi -Be mo OR m mo Will m am.00 oae000 MFYMea000 mee©oo maammo OC7 IFM0maim EKMa EKMeemmMall o Ezlaeemoo eemmm aammo ErnaeFs�mm 4 3 2 � 3 CCCCN GIIPLQ^E 3y�g G AVI BaA ye i5_ F 12 11 10 9 8 GROUT FILLED BLOCK/CMU TABLES N G E E D E B A 7 6 5 4 3 2 �mQ"90mMKII mm ©mmmmmu7 mv_nlm 0M. ©mE7mmE7m EI£1lpppE+J 0 L7 3 MalE7mE7 0Q°Jm�F:i�F'li i71151f m000©t_i� 01M NMI :1IM mmmmmmm E�EnmmE�clr..� m®mm�m m mmm�lE7 0"m.Ei .m mE©EIfE�0E11�F5] �' ®E:I�F'9E:lE7E:°7 f}ZfE770mmmE51 MEM"9WMEjI"MKJE.l ®EJmmE��7E9 000mE'7E7E51 mmmm���a��:� O�L.iImQ ]m EnJE�OmmClE7 mmm®EFf�m �E7Q:7EiJEI76�7 INK-1 MF'7 E��lE�mEIOGI E000mmE7m E3L1E31 . .E5ls@_ E © Om"O EEML700mAK7m fO1111[F7EFl K61"' K"E� EiE1E4�EIfE��iE:lE7 fOm0007AF_7Q{7 EOL:aEJE2/E©"S EII'EFlE�EIm E7 �0Q1[FfmmQ•:°7 E®EaE'�JEF7 Q�m" EELlmE2lmm�t•� EEE1E700mm i0mmE7mmRKMWF7 -7 EmEkIE}/mEf•1Q1 EVEsimrn0m �EC10�iFlm®m .4 SUMMER tImm" mm �mm00mm E©tflmmm�7m EP.7mm®m® Efl ��CllOm�®Q:] m E��mmmEifm �mmomr�lo m �p Q}l1112A MEULM m©©®®®m ®Eiftfl[S7RF7am m®Eflm01Q71'J EFt1�m©®ELm 00®m Q7�i,'°7 mum mL-- Kamm 0��®®®0 mm®I" 11111WEIIIIIEylElfmm00 Ea E]IEJEYlm �DOFiiOQlt:7 EEE�EFlE31.G70 ESZ>•o0E31EJEYlE7 10C7Ef1F37EI7Efl MEMMmmE;lmOm E7Eil m EII7©mFD6safflm MERE mEFlElnLaiE21t mr—M'.l L7OeE51EE1�0 E3i>I®mEilOE�m ©mEilEilmClO EE?I>mmm MEM" � E M KI MEM"mImWIELN m 7mEE77 m0m 12 11 10 9 8 7 e 31W LOT ANCHOR CAM GROUT HUED CHUS U,i tO ON ANCHOR PACING (INCHES) 22 20 18 1 12 01 45 50 W 60 e 37 W 143 49 1 60 d0 20 6 39 42 48 !Q 268 35 38 41 47 60 2e4 34 37 40 45 W 270 33 36 40 M 2R 33 36 39 43 60 282 32 31 35 34 38 43 60 2e8 38 42 60 60 294 31 33 37 41 60 60 300 30 33 36 w 6 30e 29 32 35 39 12 29 60 18 28 31 34 38 56 6 324 28 30 33 37 55 60 2 d d0 29 36 da 28 32 35 52 US 28 31 35 38e 31 34 W -0 60 e 3 do do 3 28 3 60 $90 28 31 46 396 dD 45 OD 9 M 60 3 ? 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Friant, Friant, P.E. 60974 A Date: 2020, 10.19 P.E. 6097412:42:39-04'00' 24 5 3 2 12 n ID 9 e 7 e 5 4 GROUT FILLED BLOCK/CMU TABLES 14" PANEWATE INSERTS CREEK SPANS UP TO iti GROUT HU CELU NJCHOR SPAON N N 13 10 e A IN I 130 I 130 f 130 I I IN I 130 I 130 I IN I 1 W I30 I 130 I 130 1 IN 1 1 46 IN m IN Ixj 1 n IN 130 130 1 I m in 130 IN IN IN M 119 IN IN IN IN 90 ill IN Imm 30 130 9 104 125 IN IN 9 18 IN 1 0 100 93 III I 1 1 114 1 IN 130 IN 125 IN IN 1 79 95 11 IN I 133 76 91 14 1 IM 73 87 1 I IN 10 67 100 1 130 lY 64 77 96 12e IN la 62 74 93 12 1130 I" 60 71 9 II 174 50 69 II5 IN 180 56 67 e3 II1 IN In 54 65 81 IN 192 52 60 6 4 190 51 60 60 304 49 59 60 60 60 210 18 57 60 60 60 216 46 5a 60 dD 4 4 60 60 U6 49 60 134 43 51 COW- 60 340 42 50 60 60 60 346 053 41 49 60 60 60 40 6 60 60 33e 39 -47--SF 60 60 2" 3B 45 5 60 60 270 37 44 66 60 376 U 1 41 1 54 1 60 1 60 Sex 391 41 1 &1 1 w 1 60 3p 351 42 1 52 1 60 I 60 291 34 .1 1 60 60 3a9 M 40 50 60 60 30a M 39 49 W 60 33 316 31 3e 4 60 0 37 4 60 dD 330 30 45 60 60 336 30 36 4 60 60 u 34e 35 4 38 60 7 34 42 57 60 2 6 0m®�mQ� ®m�7�E}lE:l 0m0E�0m ®m�7mN7 OWN" 0mmm�7Q7 OmmmE CREM MA ®mmm®m �E=70iFam®mmil ®m©"Wmmiffmirlm �mOmOE� "0® �mmmmmm�n �mmNL7Cl o MEM �mIRM MEWMMmmL1t�1 ®0®mmo E mmmo im EaMll=W17m 0 E�em000 E�O�Ylmmo ®a000 EFiA1OEMEMMA �� ■r>•ammmo rnaammo EY[fOOFDmL7 maemmo �eammo wumMillilm ME:10eammo oeemmo EiE2e3s ®ae000 E;reaomm E<�asmmm ©aammm �eeamm oaaemm Im �=7�1m�F_) O��E:lmmm SEEE ii�t-'JQ7���7�F_7 lffllllm"I41Ei7 LImQ1® m fi1iF1[7�Q;7��TS 0G7mQ47�Fh1�7 mmirirnm�i �>E37mm��Q17 EEENMOWMWLBKM O��iZ�mm �11 EflillEIRfF7QS] mg.rmmlzmsnm 0mmmm0 uU11111m mmEU Qi1"000® mmmmm® iK!•Elmmm® 00mFz�©Q.l �mmElDm owmm" ECmm"Woloo EIM®®m®Waoo �0®O0 E�EI'7EJm®0 E7.JF�EJmm ®amo©o oamomrrJ rMEamm®ram EMEemmoo E�ammoo E'Z1.Om�m� E�00©m" Eemeammo Ea�aammo oeem man o oeemmo ®aem�ear:� EiC7aa. E aammo NEW maaoc�r.� �eemmm oaaomEsa oaaamDOIM"" m 97A U NZ W K F U E 8 o A Q N c a s 4e�i o 3 � II effre y Digitally signed g e3 by Jeffrey C. t C. Friant, FOant P.E. Eeqyg 3!! P.E. 60974 Date: A 2020.10A9 ^� LJ v 12:43:01 -WW 12 11 10 9 8 7 6 3 4 3 2 1 H G F E D C 6 A 12 11 10 9 B GROUT FILLED BLOCK/CMU TABLES ®p:(i.TiTif�fil:k7�[�Lmm.571 QJmm��7 mmmmmm mmm�imm am"miEARun m��mmmumlQ!.i® ffFi <LI•<F WEMRKbliFTii ©0Q%Q37Q:i mmm®m Iffinm 0"00 �1E I"ffim NEW 7 0 0m�® 0 m®0mI mmEnl» m� mmmmmm mmmoom mmmmoo ®mislrm 0�m000 mmmEnmo 00m©�r1 ommmmr>. •I m®mmoo"mml" o®mmom o®mmoo ©ommmo mOEFfmKMO mFII©m®0 mm�nEJ�mm mm m am mm WHENCE mmmMEN ommE�mo OmmE7m© mmmmm© mmmE;amm ommmmm mmmmmm mmmmmm mmmomm lea"oo m ®wim mim Q?�i�FI- F IRAN ©m�0mm SKIM E'7NE . E'JEE�Od•7Q�I7 ,. 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Digltaliy5lgnea by 3 fill Jeffrey C. Friant, P.E. N Friant, P.E. 60974 26 A 60974 Date: 2020.10.19 12:4336-04'00' 6 5 3 2 1 �0�®1 ®�mim�nm mssa�rmmli®mm 0�i1<nmmm 0000®m i1,7mfFf��m ■cums�ar�m6ri mOm�mm mmcfaind® 0®��fFIfIIIQii Q`7®�Jf170� ®Ei1 Y1E37[.7�L7 mmgm©m 0m m00 �m®1BE mmmmmm ®mmmmo mmmmmo mmmmlm© mmmmoo mmmmmo I0©mmm0 �Ei[1♦OEM mmm©o mmmmo �mmca�nc� MUM oommo O 61E37 E=�mmmm�9a mmmmmm Errmm "MOM m SIMMONS mmmm ETE 67 MOM olnum Von fiZ�m�E57F7m mmmmom E: Et9�maEn�r�e:f EEmKow�j. 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A Friant, P.E. Frlant, P.E. 60974 60974 Date: 2020.10.19 29 12:45:07 -X00' 4 3 2 1 H G F E L c 0 12 10 12 11 10 �<F7RlnOpl im.�mmmm tif�Ei7�57� �7�'•7�P7 mma�. �.•��rum 0R�7fF1�]�7m i®mr�on�]m �norrmmm mc�m�x]mi� mr�m�am mmfamm]� a mEnmrn�] DEr1®iimm mmmomim mOmmEfl mmm � fir] ©omm�ioo �nmmmr.]�:•i mimmm c] ETf9!©m00E1 mmmmoo ]r 1] MERE MERE m"j s�mm IRN mmr] mommmo i mFM cn FTM mmIffm oa194 MNapoEME"rnmu mmmo rn wlnmmmmm wlnmKnomEn i�IK mm�mo mmm©mo mmm©mo 9 0 6 5 1 3 2 Jeffrey C. 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Friant�Dyltaltyslgm byJN y A C. plant• PE.w9J4 3 1 P.E. 60974 Date WM10.1912.002 -04•ge• 6 5 4 3 2 1 STRAP BRACKET W/ MO p l d" iAPCON CREEN SPAN] UP TO 1hl WOOD 1SyPwllh$G30651 ANCH RSPACMG PI,ICHSI 16 14 12 10 u 130 IAl 130 130 130 130 130 190 1 w I Iw M 109 125 130 Im I 100 I14Id 130 IM I 9 15 123 1w 86 98 114 130 91 IW 1 I 5 86 100 1 102 JI 81 94 113 w 0 67 76 89 I 114 63 72 81 101 126 lw w 69 96 D 126 57 65 76 91 I 1 55 2 JJ 8 iu 52 w70 IN IM w 57 6 Iw 48 w 64 JJ 96 151 46 53 62 74 92 w u 59 I w 1M 4J 49 5J a B6 1J4 41 4 55 66 lw 46 46 3 61 J6 ]9 44 62 to J8 43 50 w w I9 J6 42 48 SB w 204 Q 41 56 w 310 34 6 R16 38 11 33 w 222 32 37 43 52 w 3 6 w 31 9 w 2w 30 d0 4B 60 S41 N6 39 _ 33 39 n 59 2 29 4 5 3J 45 44 56 2N ]I 36 55 2 36 13 53 231 42 Y 11 sl 3BB 29 ]] w TB 39 49 32 JB 48 3 31 dJ ]1122 31 3J 16 G E A b v I I 10 1 B ALUMINUM & STEEL TABLES 9 B 7 6 5 4 3 2 SCREEN I]B"Wm SPANS MIN dOdAYiS i W 1 13 5 a vo, LA 126 -A 3 3, 1 tp IW---_ 156 S'i nV /H II; 246 _ x 252 25B j _- 2" 2]0 2]6 262 266 294 300 3 312 110 3s ' sill Jeffrey C. Friant c 91 34 wiz P.E. 60974 6 5 4 3 I- N 5 G min dy. Z'. f z N a_ W_ K E s Z Q gonY� 0 � c Offal �C_i R A 33 32 1 SXmu�a ����eTaoemNa`femtirao I,",>g � aoZ -�i 15d 'dJ� Z S$ S SS r P G'd i5bb' §§ 'o' is m .:_ - ------ n m 8S8 S --- ------ S S fi�888 8x� od$$$:81'd �'G y s� �ass�--efc'.�s;esa �tiel8x Bab L„ s al$_ti o vo a».,ao a oem »m o w w w�s�s xsix>��� >5� at! $,$iss $$ x----� s r s- i si ss ills $$$$s$$a$------------------------ 2- zs� s s:s ss>s : shs >5 ease _______ n' S �SSS:S SglSi o 'x xi5xx ol`8 i5 $x51;3 u se"� ma$$$$p$tit $$$$c=— d'S s$-R $ 4V SSS6SIS SS SSS $SSSSSSS� - " 8z.--= �S�SS SS SSSi SS SS $iS S�io SS SS>� 1 _ as DRwN CHID DATE STORM SMART INDUSTRIES. INC. STORMS.DF. Di /J i0/i]/m eaa wirwnosverr w w .E ., SMART wa.�P„ f sroeM en-t�wwo uwrtr+tvrsnreie iin,As wvn/s - -- v.w.:.«.�..n..w.axue H n I A --: 12. — 11-- EARTH TABLE EARTH ANCHOR 30'x1R Sh.N.x Hali SCREEN SPANS UP TO SOIL CIASS4A MEDIUM DENSE SAND ANCHORS PACING I INCHES) 24(11 M21 2401 N 0 130 Im 66 130 130 I30 60 130 W go M 27 130 30 22 117 13Q 130 71 108 1 130 M '. 129 29 130 9 93 1 130 6 B 113 130 inBP2 10606 130 loo 78 lw95 16 1 74 95 126 Ix20 JO 96 1 116 67 86 14 In64 82 1096. )8 104 IN 1M I" 5 25 1IN56 J2 96 96 5 54 69 92 52 67 89 1M I" 50 64 86 62 IN 1IIA 47 60 80 1 45 5 192 92 4 56 60 93 42 55 60 2 4' 53 60 10 210 40 51 60 216 39 50 60 22222 38 49 60 m 37 47 SO 2U 3 4 60 240 55 560 266 34 44 44 59 252 33 43 5J 2 33 42 5 2" 32 41 535 290 3' 40 53 2 30 39 52 82 30 8 51 2W 29 36 50 294 29 37 49 8 3b 35 47 312 1 35 4 318 1 34 1 45 324 4 3M 3 4 336 J2 43 342 4 366 31 41 154 31 41 NOTES Fe 11 " ally q1, tl 1. b b E se untl 501Cbss Pl H 1, II 'rvFe q C' ly I - I 11, S IICbi ]IJ SwiMS bMso p101ei aru a otl Mren yOM CO nfiI'w o vsuoNy donl l' Olo oo bo)o to in cn Oa Asa son0 IS ACpss and a SOA Cb••]. RL]9 WwcOu:A Slev cop J51-SYJ u'u Vun pole n1 son cb».n: lain bb,. roenl oe.ee u, vwwo Iaa�e pno< 6I� cQc� V, iF U Z S w W K IEI y ;;�G ZIt N K I O p III N v Yl„ a�nm o = z u psi; D19iWly siI by Jd y Jeffrey C. Fria nt, GFINnt,P.E.60974 A P.E.60974 ENtr.ZOl0.10.1912:4):13 34 ANN