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Home My WebLink About14 S401 General Notes Schedules and Abbrev ADD1nR nNCHORRoos oio ourroour ABV ABOVE OA OVERALL ACI AMERICAN CONCRETE INSTITUTEIC ON CENTER ADD'L A�DITIONAL OD OUTSI�E�IAMETER A�H A�HESNE OF OUTSI�EFACE ADJ ADJACENT OH OVERHEAD AESS ARCHITECTURALLVEXPOSED OPNG OPENING STRUCTURALSTEEL OPP OPPOSRE AFF ABOVE FINISHED FLOOR OPP HD OPPOSRE HAND AGGR AGGREGATE OSB ORIENTE�STRAN�BOAR� AHU AIR HANDLMG UNIT OSL OUTSTANDING LEG AISC AMERICAN INSTITUTE OF OVS OVERSIZE HOLE STEELCONSTRUCTION PAF POW�ERACTUATE�FASTENER AISI AMERICAN IRON AND PC PRECAST STEELINSTITUTE PL PLATE ALUM AWMINUM PLF POUN�SPERLMEARFOOT FLT FLTERNATE PLYWD PLYWOOD APPROR APPRO%IMATE PNL PANEL ARCH ARCHITECT PROJ PROJECTION ARCH'L ARCHRECTURAL PSF POUNDSPER SQUAREFOOT ASTM AMERICAN SOCIETV OF PSI POUNDS PER SQUARE WCH TESTINGMATERIALS PSL PARALLELSTRAN�LUMBER AWS AMERICANWELDINGSOQETV PT PRESSURETREATED L ANGLE PTN PARTITION BAL BALANCE R RADNS BB BON�BEAM RD ROOFDRAIN B/B BACKTOBACK REF REFERENCE BC BOTfOM CHORD RBNF RBNPoRCE�D) QNG) (MENT) BD BOARD RE�'D RE�UIRED BL�G BWL�ING REV REVISIOWREVISED BLK BLOCK RO ROUGHOPENING BLW BELOW RRD ROOF RELIEF DRAIN BM BEAM RTN RETURN BOTf BOTfOM RTU ROOFTOPUNIT BP BEARING PLATE RW RETAINING WALL BRDG BRI�GING SCHE� SCHE�ULE BRG BEARING SECT SECTION BRK BRICK SHT SHEET BS BOTHSI�ES SIM SIMILAR BSMT BASEMENT SJ SAWWTJOINT BTWN BETWEEN SJI STEEUOIST INSTITUTE BUC BUILTUPCOLUMN SL SLOPE� c CAMBER SPA SPACE�S) C/C CENTERTOCENTER SPECS SPECIFICATIONS GANT GANTILEVER SQ SQUARE CAIS CAISSON SS STAINLESS STEEL CFS COLD FORME� STEEL SSL SHORT SLOTTED HOLES CJ CONTROLANDIOR ST� STANDAR� CONSTRUCTIONJOINT STIFF STIFFENERS CL CENTERLINE STL STEEL CLR 0.EAR STRUCT STRUCTURAL CMU CONCRETE MASONRV UNIT SYMM SYMMETRICAL COL COWMN T&B TOPAN�BOTTOM COOR� COORDINATE TSG TONGUEANDGROOVE COMP COMPACTED TB TIEBEAM CONC CONCRETE TC TOPCHORD CONN CONNECTION TCX TOPCHOR�EXTENSION CONST CONSTRUCTION TEMP TEMPERATURE CONT CONTINUOUS TF TRENCH FOOTING CONTR CONTRACTOR THK THICK CTR CENTER THKS THICKENED SLAB CTR'D CENTERE� THR'� THREA�E� �IA DIAMETER TL TOTALLOAD DIAG DIAGONAL TOP'G TOPPING �IM �IMENSION TRANS TRANSVERSE DL DEADLOAD TVP TVPICAL �LT �EEPLEGTRACK UNO UNLESSNOTE�OTHERWISE �0 �ITTO VERT VERTICAL DN DOWN VIF VERIFYINRELD �TL �ETAIL w/ WITH �WG �RAWING WD WOOD DWL DOWEL WO WINOOWOPENING(MASONRV) EA FACH WP WORKINGPOINT EE EACH END VJr WEIGHT F F W RI E EACH FACE WW WEL�ED IRE FAB C EJ EXPANSION JOINT ENG ENGINEER ELEVATIONTOPNNDBOTfOMOFLIST ELEV ELEVATION ELECT ELECTRICAL T/ 'ELEVATION,TOPOF Eoo EocE oF oECK ei ^E�EvnrioN. eonoM oF^ E05 E�GEOFSLAB T/BB TOPOFBONDBEAM EQ EOUAL T/BM TOPOFBEAM E�UN E�UIVALENT T/CONC TOPOFCONCRETE ES EACHSIDE T/F TOPOFFOOTING EW FACH WAY T/L�G TOP OF LE�GE EXIST EXISTING T/MAS TOPOFMASONRV EXP E%PANSION T/P TOPOFPIER EXT EXTERIOR T/SLAB TOPOFSIAB Fi FncEOF risT� roPOFsrEEi F� FLOOR�RAIN TIW TOPOFWALL F�N FOUN�ATION T/GB TOPOFGRADEBFAM FIN FINISH TICAIS TOPOFCAISSON FLR FLOOR BIPL BOTTOMOFPLATE FLG FLANGE BIF BOTfOMOFF00TING Fs FnRsioE FTG FOOTING SPECIALCHARACTERS GA GAUGE GALV GALVANIZED ° DEGREE GB GRA�EBEAM PLUSORMINUS GC GENERALCONTRACTOR � ELEVATION GL GLULAM 0 DIAMETER GR GRADE HC HOLLOW CORE HD HOLD DOWN HGT HEIGHT HI HIGH HK HOOK HORIZ HORIIDNTAL HP HIGH POINT HS HEADEDSTUD H55 HOLLOW STRUCTURAL SECTION ID INSI�EDIAMETER IF INSI�E FACE INFO INFORMATION INT INTERIOR INV INVERT JST JOIST JT JOINT K KIP KO KNOCKOUT LB POUND L�G LE�GE LG LONG �� uve iono LLH LONGLEGHORIZONTAL LLV LONGLEGVERTICAL LNTL LINTEL LSL LONGSLOTTE�HOLES LONG LONGITU�INAL LP LOWPOINT LVL LAMINATE�VENEERLUMBER MAS MASONRV MAT'L MATERIAL MA% MA%IMUM MBM METALBUILDINGMFR MCJ MASONRVCONTROLJT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER RELEA5E0 FOR CONSTRIICTI�N Su6ject �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��' DATE: 07�� 3�20 COLUMN FOOTING SCHEDULE Ftg Dimensions Bottom Reinforcing Leng[ Short Direction Long Direction Mark Width h Thickness No Size Length No Size Length Remarks Po59 6•-6•• 9•-0" 1•-6'• 4 #6 6• 0•• 8 #6 e• 6•• Column Poo�ing Schedulc No�cs�. 1_ Ralntorcingdearancealbottomendsideso!lootings=3" 2. �BBCOIICIBIBblICkOf�i�i$ICIB663�CiHCPWIIBbBl60pp0l�6�3$". ALTERNATE COLUMN FOOTING SCHEDULE Mark � Width � ��h � � Thickness No Column Foo�ing Schedule No�es: 1. Reintorcingdearanceatbottomantlsitlesolfootings=3" 2 Useconcre�ebncko�CRSICIess3,CHCPwirebersuppotlsQ36". Size No I Size I Lenqth I Remarks PIER SCHEDULE (v3) PierSize VertReinf Ties Mark Width Length No Size Size Spa TieType Remarks P24 2,-0•' 2'-0" 8 #8 #3 T-0" Pier Scheaule No�as: L Pmvide 2 inch wncrete cover over liei 2. Space (rs� tie P Gom lop of foo�ing, las� lie 2" fmm top of pier. 3. Pmvltla (3) �ies In lop o� pier, spacing =21/2" on cen�ar 4_ Pmvide CR51 lyplcel bdr bend T6Ior all ties. S. Provi4e CR511 ical bar bentl T9 atlditional ties lor all iers YV P wAh more �han four veRical bars. 6. Pmvide 90° Hook for all lies per CRSI detailing standards. . SLAB ON GRADE SCHEDULE (v2) Mark I Thickness Slab on Grade Schetlule Noles: L ReinfomingdeaanoeisfromMe�opo�sleb. Clearance I Spa I Retarder I Depth I Remarks L MASONRY WALL SCHEDULE (v3) Top of Wall Bond Vertical Wall Reinforcing Horiz Reinf Beam Reinforcing Reinforcing Dowel Reinforcing Mark Thickness Size S a Location Size S a Size S a No. of Size Remarks P P P MWB �5/8" #5 4'-0" Center #5 4'-0" Ladder 1'-4" 2 #5 MW10 95/8" #5 4'-0" Center #5 4'-0" Ladder 1'-4" 2 #5 Ma n W II h le No 50 2 $C PdU �ES 7 1. Proviae 2" cover hom ou[side �ace for bars in each hce. 2 Gmul all cores with rebarsolid, unlass solid Arouted wall is showa 3. Provide ladder lype honrontal reintorcement a� i6" o c., unless no�etl o�heiwise. Side antl cross rods shell be #9 wla, geNen¢eQ see specifica�ions. Cul join� reinforcemen� a� conlml join�s. 4_ Pmvide bond beam wilh (2) p5 wnL et to0 0l wall, unless noted otherwlse. See schetlule for atldi�ional bontl beams. THICKENED SLAB SCHEDULE (v2 simple) Dimensions Bottom Reinf Longitudinal Reinf Transverse Reinf Mark Width Thickness No Size Size Spa Remarks THKSL636 3'-0" 3'-0" 8 #5 NA 0" Wall Footing Schetlule Notes'. 1. Reiniorcingdearancea�bottomandsidesoifoo�ings=3' 2 UseconcrelebrickofCR5lCIass3,CHCPwlrebarsuppo�s@36". � 033000 CAST IN PLACE CONCRETE NOTES IFoundations Slabs & Wallsl RCi. Allconcre2shellhavetha�ollowing28tleycomp�essivestrengths: STRENGTH LOCATION 3000 psi-0% AE All �oun4a0ons and foo�ings AOOOpsi�6%AE Evlanorslabs,piers,walls,columns,g2debaamsandconcre�eexposadtofraezing QD�QpBI-0%iiE IO�BIIOIBIBbO��01111B18I4BCk80dBIl01hBl�IRBI�OICOIIREIB RC2. Allreinforciigshallconformtothefollowingconcretecover. COVER LOCATION 3' Foundation58Footings:Allsmlaces:Exterior5labs:Bollom',GradeBeams&Trench Foo[ings: All surfaces; All concre�e cas� against soil 7 E�tenorWalls,AllPiersBAllPilas�ers�.AllsurfacesEx�eriorSlabs:Top;Allex�eriorconcre�e � V'2" IO�B�O! b2df�15, GOIUf005 a W81151 AlI50d3G25: All GOOQ2IB 001 B%,OOSBd �0 WE8�I1Bf Of IO conlectwlth9muna 314" In�anorslabsBWalls RCH. WBIQBQWIIBFdblIC�WWF�i0l5IBb8BfId�III�Ol111B�'dIdBCR6I1BIIbEjIIBCCdif1�I1BOppC!-lM1lldOI�IIBSIBGOIM1ILSCB aelails RC4. AIIrelnfoaiigsteelshallbedelelled,supplledandplecetllnaccoMencewllhAC1315,AC1318andCRSIMSP-1. RCS. Allreinforciigsteelehellbeshop�ebtice�e4entl,whereeppliceble,ehallbewlretllogetherentlwnformloASTM AfitS, Gade 60- RC6. ChamleraEgeso(exposeticoncrele314',unlessnotedotherwise. RG. Canlrac�orshallmakefoucfi"x12"�estcylintlersforeach5�cubicyartlsofcancre�epouretlfareachtlays opa2lion. Break 1 al ] days, 2 at 28 days and relain spare. RCB. AIIWBIQBdWIIBIBblICBM1BIICOIIIOIIIINA$TMA�SS�Fy�111I0�0IG$RBI.AIIWBIQBdWIIBIBblICIBp60M1BIIbBB". RC9. Allfinishedwnca�a,concrehfortnworkan4hlsaworkshellbeinaccoNancew�lhAC130LContrecNrlssolely responsiblelor the design and constmction o! all formwork, lalsewoB and shoAnq. RC10. Pmvide sleeves 1or aIl openings in grade beams or walls to lotally separate 0ipe lmm concrete. RCi t Pountletions mey be eaRMormea where �he exceva0on parm�ls. tl eetlM1forming is usetl, etltl 2" lo �he wltl�h, lengih 8 ihickness of all loundations. RC12 PlasticVaporRetarder'ASTMEI]45,QassA.no�lessihanlOmils�025mm�lhick,seespecificalions. Induae manufadurers recommentled atlhesive or pressure-sensitive join� �ape. RC13. FiberReiniorcement,Iflndlcatedondrawings.shallbet00%viqinpplypmpyleneinwllaled,@Allatedform, wmpl9ing wllh ASTM G 1116, minlmum length o� 314'. Mlnlmum aosege =1.5 paunds per cublc yartl. RC1a. AdhesiveAnchorsandAtlhesivesUsediorReinforcingAnchoraqe: �. TIlE8A11E5Y2dOG110lSy512f0U5Bd(O�,OP54I05�311yd80LhOf�(B�OGOOGR125hdIIL00(OfI0�01h2 requirements o! Ihe mosl recently publishetl ACI 3554. 2. Atlhasiveanchorsindaa�e0are�heBes�s-o6Desln.A mvetle uelmeetin ACI355.4is arml��atl. e vv a e v 3. Bulk-mixedadhesivesarenolpermitted. 4. /1lICh01B9h2IIbB60pp�IBdB6BfIB11�IIB6y61BlIIWI�h111B00�BC�0lBl�BRC�f11RIBf14B�IQO6B4hBIBdlO. 5. Adhasivaanchorsshallbains�allatlb ualifietl rsonnalhained�oins�alladhasiveanchors- Y9 De 6. Installationofatlhesiveanchorshorirontall oruwartll inclinetlshallbe Rormetlb rsonnel Y � Y Ve Y PQ cetlifedb �heACIICRSIAtlhesiveAnchorins�allerCerti�ira�ion m ram. Y P9 �. Atlhasiveanchorsinshlletlinhor¢on�alorupwerdlymcline4onen�eHonsshellbewn�inuoustyinspectetl durlqg Installatlon by en inspeclor spedelly approvedlor ihat purpose RC15. Bontling egen� for bontling hesh concra�e to hertlene4 concrele: ASTM C 1059IC 1059M, Type ll, nonretlispersible, acryfio amulsion or s�yrene buhdane. 042000 MASONRY AND REINFORCED MASONRY NOTES M�. Minlmum28tleycompresslveslrang�hofwnrse�emesonryunitsshallbe2800ps.i.baseaonna�eree o! ihe unit Specified design wmpressive strengih o! masonry shall be Pm = 20�0 p.s i. All units for exterior walls, laatl bearing walls antl shear walls shall be normal weighl block. M2. AllmotlarshallbeTypeS.Noa4miAuresmayuseOunlessappmvedbyarchitecVengineecMotlarshall nol be usetl for qmuting wres or flling bond beams. M3. AIIbI0CN6hBIIbBIBIQIOBNIIIIIII]b0114pBIIBlR M4. CoursegmulshellbeusedweregmutingisrequlreQSlumpshallbe8"H-1'.Mlnimumgmul C01� fE55iVE StRp �h SI1d0 hE 3�� .5.1. P 9 P M5. All reinforcing shall be ASTM A615 Gratle 60 (Fy=fiO ksi). Lap all reinforcing a minimum o� 48 bar diameters. M6. CenterveNcalreln(orGnqlnblockcores,unlessnotedotherwise_ Ml. Sae erchlhclurel entl speclficebons Por ell conhol �aln� IoceHons. RelnPorcing In bona beems shell be Gi5t00I10U005 31 GOOV01 pi015. 1 M8. Pmvdeladderl horronlalontrein(orcementatl6'oc.SiderodsandcrossrodsshallbeM9wire YPe I alvaniretl see s em(calions. Cul'oin� reinforcemen� a� contral oinls 9 V I 1 M9. Po tle L barsalallbondbeamwmersas e uired. 9 M10_ FIIlcoresofblockeolidwiNgroullwofullcourseebelowlhebeaAngofellbeamsorllnleleaupporledon masonry. M11_ AllattachmenlsloblockshallbemadewithHilliHLCil2"diameterx3 sleaveanchors,unlassnoled O�hBRNI6B. /�OChdl9 BhB�I bB IfI6�B�IB4 pBl IIIBIIO�BCWlBI�B IBCOIIIRIBIIQB�I4116. M12. Seetypicalschetlulesbrmasonryandsteellintelsnotindiwtedonplans. M13. Allmasonryunitsbelowgradelobegroutedsolid. M14. Pmvideties�oalls[mcturzlsleel. M15. Allinteriocnan-laatlbearingmasonrywallsoverl2'0"high,shallbesuppotletlon�hickeneaslabasper typical detal. Wall vetlical reinPorcing sBall ba #5 @48' OC full heighl Unless noted otheiwisa- M18. Allcoreswilhreinforcingsteelehallbegroule4solltl,Wllhelgh�o�well. GENERALNOTES DESIGN TABLE Motlel Builtling Cotle'. 20121nterne�ionel Builtling Cotle Local Buildng Code: Indiana Building Coda 201a Model Code SWndard: ASCE 740 SIeelStantlard AISC360-00 S�eelSeismicSlanaartl�. AISC341-10 Concrete5tandard'. ACI31841 Meeonry5landera'. ACI53U11 Wootl S�andard- AITCIAPAINDS Curren� Ed- RlakCategory II NormelRlek ROOF DESIGN LOA�S Dead Live Snow MainShelter 100p5! 200p5t 200pst Pergole ��Opsf 20.Opsf 20.Opsf SOILS Spread Wall AllowableBearingPrassura,qa'. 2000psi 2000psi MinimumFoundalionBearing�epik 36in SLAB ON GRADE Compacted Fill Thickness: 6 in Compaction Specificalion'. 95 o Modi�ied Proctor D455] SNOW �ESIGN CRRERIA Grountl Snaw LwQ Pg'. 20 ps! Fla� Roof Snmv Load. Pt 15 psf ImOohance Factor, Is: 1 � Eeposure Fecroq Ce'. 09 Fulry ThermelFadar,q�. 12 Unhea�ed Cold Slope Factor, Cs: 1 A WIND DESIGN CRITERIA VltimaleWlndSpeed,VWC 115mph Design Wintl Speed VAS�'. 9� mph EncbsureClass: Enclosetl In�ernal Pressure Coeflicienl, GCpi: 0.18 SEISMIC oESIGN CRITERIA Imporlance Factor, le: 1.00 Mappetl Spectral Response, SS'. 0.150 ed L Ma S ec�al Res onsa, 5 OD82 PP P P Sile Class � Desi n S ectral Res onse SDS: 0.160 9 P V �esi n 5 ecVal Res onse 5�1: 0.131 9 P P SelsmlcDeslgnGe�egory,SDG: B o�e,so-e�emFaom�,a s.o Seismic Response Coeflicienl CS: OD53 Response Motlification CoeR, R'. 3 Unfadored Deslgn Bese Shaer, V: 5.3% W Analysis Procedure'. ELFA BasicSeismioForce-Resis�ing5ys[em: A.SIeelSystemsno�Spec�cally�e�aile4forSeismicResis�ance 1. S�eel Syslems. R=3 G0. Reaqionsantlforcesindicaledareuniac�oredAllowableS�renglhDesign(ASD)loads. GA. If �rowings and speclfica0ons are In conllbt ihe mpst 51Angent resinctions and requirements shall govem. ConVactor shall bAr�q all Qscrepancles �o �he atlen0on oi Ne englnaer Immatlle�ely. G10- VerifyallexistingcondilionspnortoanyconsWctionoriabncatioalidiHerentlhanshown,notijyenginaerlamhlaqimmadialelyPor motli(ication o! drawings. GiL AllcantrecNrseraaquiratlNcoortlina�a�helrwarkw�lhelltllsclplines�oevoitlwnOicls.Thaemhi�ecWrel,machanicel,electncalentl plumbinA espects are nol ln the scope of ihese drawings-Therefore, all required matetlals and work may not be Indicated- II is Ihe conlractofs responsibilily to coordircdla �hese drawings with all other conslmdion dowmenls. Reler to architecWrel drewln9s lor all QIRIBf161011H f10� BhOWII Ofl �hBSC dIBW11199. �OCB�10118� 9IZB62114 OORIbBl6 0� BII OpBf1111g5 RIBYl10� bB WIIIPIC�BIY IfIQICB�Bd lll �hB stmclu2l d2winBs. The respadiva con�2clo� shall venly Iheir woA wi�h all o�ha� dlsciplines G12 Theconlrecitlocumenlerepresenl�heslmcWreonN-Theydonoti�lcete�hemethotlolconetmcllon.TheconVec�orehallproWtleell maesuresnacesse �a mRcllheshucWredurin cons�mc�ian.Suchmaesuresshellinclutle bWnolfimitealo brecin shorin R � 9 9 9� underpinning, alc the EnAlneer o! Record Is nol responsible for Ihe contraclofs means, melhods, technlques sequences or safety prwetluras 4uAng mrnstmcllan. G13 No�asentl4elailsshall�akeprecedenaeoverganerelshualurdlno�es.Whe�enodelailsorsadionsareshownaons�mdionshell COO�OfIl1�OSiRlildfWOlk011�h2 l02G1.1 IC315EC�1On5dfltld¢�diI501d OOfb2G0f00�h¢ Id115 bllld I UOI255n0�2d�Ih21W15¢. P I YP Y V � PPY G14. ProvisionslorNWreex ansion�. V Vetlical: None Horizomal: None 020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES SFl. SoiltobestnppeQcompactetlantl�estetlinaccortlancewAh�herecommenda�ionsoi�hesoilsengineerantl projecl spacifica�ions 9F2 Footingsehallbepleca4onflrm,untlleWrbeasolloronenglnearetlflll. EnglneeretlFlll'NeWrellyorer110clelly gratlad mlxNre o� neNal orcroshed gravel, crushed s�one, end naWal orcroshad sand; ASTM D 2940�, wl�h at least 90 percent passlnA a 1�1/2-Inch sieve and not more ihan 12 percenl passing a No. 200 sieve. SF3. Slabsshallbeplacedoncan0ected,lree-0relning,(ros4(readrelnagecourse_�relnageCourse'.Narrowly gradatl mlxWre o� weshed croshetl s�ana, or croshed or uncroshed grevel', ASTM � 44& ruerse-aggrega�e gradinA Slze 67; wl�h 100 pemenl passing a 1412�Inch sleve and 0 to 5 percent passlr�q a No. 8 sieve. All flll ahell be compaclea to e minlmum tlry tlenslty of 85% of �he moalfietl Pmclor mexlmum dry tlenelly (ASThF D1551), plecatl in 6" �o 8' fd�s. Pea grdvel may no� be usatl as Lll. U�l�ly trenahes and axceve�lons under �he loundalions or slabs shall meet Ihe same requiremenis. See soils invesligation reporl lor (wther IBCORIIIIBfItlBII006. SFJ. Untlamutlingoi�hesoiliorkundationand/orslabplaceman�mayberequi�ad-Thaxdrawtngstlono�tndica�a ihe entire scope of undaratting, fill or bad soil removal Ihal may ba required to altain Ihe deslgn soll beanng preesuree. It Is Ihe responsiblllly o� tha canlrector ta oblain e wils inveetlgelion report, bafore bldtling, �o essass Ihe exlen� o� excavabon antl compadion Ihet may be requiratl �o mee� �he daslgn crilena. Tha conlractor shall retain the services o( a solls eqglneer to monilor all beckflling ope2lions and to Inspecl �ao�ing bearing material. A reporl cetlifietl by the sails engineer shall be Wrnishetl �o �he archi[ec�lengineer verifytnq �hatall (oundaHons ware plaoed on a ma�enal capable oi sus�atning Ihe design beanng Prassuras SFS. If dewa�ering is required, sumps shall not be placetl within �he lountlation excavalion. SF6. Maintalnemaumumslopabe�waenatljacen�Poo�ingbeanngelevabonsoi2hor¢on�elN1vetllcal.Meln�eina 2 honzontal to t vetlical slope nexl lo exisling foundations lo avoid undermining foundalions. SF]. NohorizonWljointsarepermiVMinany(oundation.Verlicaljointsarepermi�tedonlylnwa0tootings. SFB. Shellowfouritle�lonsmaybeaetlM1Pormetlwherethaexceva�lonperml[s.l�earth-forming�suseQatl42"�atha widih and IenA�h of all loundations SF9. Thebollomolall�oundalionsshallbeaminimumo(localtrositleplhbelowfinalgrzde. � O ¢ a o �J�� a� Q� zo QCW�w �� ` � � � a � OZU� _ UO =U~E �U� _�� U Qp �-_ �O �OZh �� ¢ Izt_ ��N _$�r zam zw� o� o� � o�_ � > o O � � Q ^ 9 0 O ¢ e a � zw o- v- ��zo � Qo�Zm2J w��a� 3` M ° ��°LL r » a -"'O v � - w�aw Q ° a zow O o - zsF a0� Q d w •H�H 0 Z m - � M rn v � C 0 � C m � � � � � T � � � C U� J O N h Y � Q � r � Z � � U Z � H J Q _ N 0 v Z � Q U � x � 0 0 'c, pON��YIE'�cC'",, �� % _ ��`.J� s No. = = oA 860325 � _ � ��Ss�QVAI. _i�G��,: KLS ACV CRM 3/4.� _ �,_0.. S401 2020/04/21 990433-10705