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HomeMy WebLinkAboutFoundation PlanBASIS FOR DESIGN STRIICTIIRÂI RFINFôPCFN DESIGN STANDARDS t. tRc2018 2. So¡l ropofl byC|VCO EnglÊdng, lnc., d*d 0g/01/æ21. DESIGN LOADS 1. R@lSdLoad={0Ff 2. Flod Lþo L€d = 40 pðf 3. Wnd À Uldm* D6lgn Wld Sped = 115 mph {. Sobmlc A S¡teclalaD B. S€lmb D6lgn Cd€gory = B sotLclffimRlsTtß r. Bsdng C¡pacty = 1500 p€f. .END OFSECTION. PÆT 1 . GENERAL I.O1 WORKINCLUDED A. C6t-in-plæo CoM* B. Rolnlb@monl C. FmKrk I.û2 SÎANDARDS A. ACI Sf .10 Ercopl ! modlfu ln tho!6 ddmênb, wrk lñ coifmffi sith 6l roqd6mdl ot ACI 301 l0 Spæh€tm ls Siruct@l Cdø* pubhh€d by the Am.d6n Cddâ lnltiùle, Femlnlon Hllb, Mhfrlgan, and all*rdårdr r#€m€d thæln. PRT 2 - PROOUCTS2.OI UATERIA¡.I} s. Rolnfml¡g Slelt. GEdoA Dofm€d 8år.............................cÞde 80 Cdøeb:1. Mbduré:À E{odd Footlry¡ t Walh:l. Éçquß(!)........................,.......F1,S1,W0,C02. Mt¡,fc........................................3000púlB. Flbn¡dofb@d Cffi......... ASTM Cf 116 Archor Bolb..... I /u, DlÀ ASTM Ff 65¡, c6d. 3€ PART 3. æCUIION ABBREVIATIONS 3.OI CONCRETE PRODUCTION ANO IRÄNSPORTA. Prld. dd6 lhd 6n rcádlly ba pbcod dtìd lqßgstlon ldo tm6 6nd¡dd Glnfocffont.@ AB. BOT. Bm. cFw SPACEÞ AT IMERVA-S NOT EXCEEDING ANCHOR BOLT(S)B. Est¡blbh mbdüÞ proporüm ln åørds6 wlth Anl(,e {.2.3 olAcl 301¡0 SpoclftalloÈ fur Sùæfuol Coft.t, d by d approþd altomtfuo molhod hdlñg an 6qul d gred€r p.obabtny ot 3¡trtlng prcJd sf.ngth a@pbnø ÞqulÉûüb. C, u8e mal€rbla fe ol d*riq¿üm .nd ffimlneüo. D. l¡t¡ end t¡Eporl ø* 6lrE oquþmod ånd m6tþdr co¡lomlng to ASIM Col d ASTM C885. PEPRTIdNDFOTWMK A. Cerdh* wlth mæhad€|, ebctlcôl ¡¡d 6rchlldüd prld lo pødng ødd. Povldo dwæ, bbck oub, ô1o.4 raqulred.g. Fm cffr* lboüigs lo b€s d ø b€|il fr6l d€p[r. C. Fm @t iootlnga fr udbtuóod netuEl md6l¡1, d ø drudhllllihet b wttod b g596 opllmm molrlura @ilalf ¡rìd @Þad6d kr g' (modñluñ) l@o lílr lo 9ı96 mÐdmum dry d@lty.D. Uñdù dabd{Ed€ f@, prddc a 0 nll hyrr ol d.ôüc Bhéllng dd dndrhFof fóa6lnlE ltffi. REINFORCEMENT A. Supporl ¡ll Þllfo@md ln pla6 prir b phdng ørcrEto. Wsll VRB ånd dM! msy b. Ët{bbb€d lrfo lotng Mffi. l. SUpPodB À Fæt1n9r............3'æ or Ln [itn6[y B. Mln¡mum L¡p Sp¡ø Lonoür 1. rþ üru f0 bm.........,...................................64 Bor Dbm# C. B€ñd hoùonãl ElnlbdrE bñ ¡dnd lburìdafd Éll .rd ibolhg @mñ å¡rd cxlond d l*t tho mldmum l6p apllcc loñgth b€yond thê b€ìd. Aiomdo bo¡tô sldeledde d wll and gEda b-m ldæüds. CONCRE'IE PLACEilENT A. Do nol pmp c@r* lhþugh dumhum ff dumlrum afoy pÞo. A¡¡CHOR SOLI PTACEMENT BOTTOM AOARD COL =æNC. = CONCGE FOUNDATIOI{ WAI.I. COLUMNcdffiE CONT. DIA. D.L EA. Êxt. FTG. GYP. HRB tM- LW UIN. o.c, o.T.o. PB s.o.G. U.N.O VRB wsP d I COI'¡TINUOUS EN},TO€ND Dl ¡i.tElER DIilENSION LUM*RilcH ffiERIOR FOOTING GYPSUM HORTZOM[ ÆTNFORCTNG SAR(S]tffitoRWIMfEOENER LUMBER MINIMUM MEASURED CENIER-TGCENTER OUT.TOOUT PHN &OCKSÆol{GruEmtc[ UN1ESS NOIEO OTHERWsÉ VER-I|CAL REI NFORCTNG BAR(S) wooD stRuc tuRAL PÀNEL(S) DffiH OIMENSION ENGTH DIMENSION WIDTH DIMENSION WITH 3.02 3.03 114" = 1'4' 3.01 3.05 Afthor Bolk 1. Speclng......-- 2. Émbrdmod...... 72'dqnlor and #lhln f 2 lrchæ *h aldo ol Mudllll !dlcÈ. f ñhhum. {ND OF SÉCT|ON. FOUNDATION STRIICTIRÁI WôôD FPÂMINê PART I - GENEruI.OI WORXINCLUDED PffiI I - GENEruI.Of WOK¡NdUffiD B. c. É(@aüd Båcldl C¡st!pæ€1.t2 À Stud W.lhA. dmm STANDARDS PART 2 . PRODUCTS À lRG20l8 Eþpt 4 nodh€d ln thes dæumnb, h* lnønfmaM dth Se{6 R60l thru R6(N, R507, R6Ot üru R{r{Þ, R604 üru R606, sid R80l thru R003 ofüô 2018 lntômtoßl Rdldrn{âl Cod€ publllh€d by tho lilonatfrel Code Coüdl, Cd¡ty Club Hllb, lL, ând ål *nd¡d8 rd€.oe€d ltÞr6in.PffiT 2 - PRODUCTS2.OI MAERALSÀ dñmld Lhbd1. W411S¡ldt.............................Hm.F¡rSdGd6 B. Pì¡tlo shdhg..............,.,......ASTM D{i}s7 Sehlf.......-............,............ ASTM C+20 PARÎ 3. EXECUÍION3.0t BACKFIL x.t2 A. Slop. îibh€d dl.rld gEde My fon thc foundatlon. B. Cddlûø ed Mp6d bocldì|. C. L-vo ftbhôd odôrlû g6d. d ld f b€lq¡ th. bF of tht porlrn# @mGL lourÈdbn mll. CRAWLSPACE A. Covr dke notr ofcrd&pa6 dth I ñI pbrtlc lh¡t¡g hpp€d lU mldmum. ConüruNvadha6 rhrürìg odgr lo podmlaor ød, ånd lepp€d !h..drE ualng ..ahrf. B. PÞvldo m or rdltlorùg p.r lffil cod6. €ND OFSdIOM øhnr...-.--.--.-.....---..HâfrH. M. 2 2.ú d g6daÌ El¡o. PART3.Ð(ECt TtOt¡3.01 FwtñG 3.ù2 A FMo b@drìo uth d læiff! !hM.B. H.¿d.r ovêr Ell opcdrya sidôr üe 24'sth gpty à6'a d lorgd. PROTECTION Lmbs ¡n dlEcl @ntrc't wfth d# ñd be prdluE ùorlod. €ND OF SECnOñ I I I I I I I I I I I_1 I-i I _t_ t_ t-_ f---] ___%J SIRUGÏI'RALKEVED NOIES È .e o oôcô .ø oÉ o6ô j É. It oÉ lrl€t Y sÊ$H E =98Srig_-rr ıPc ÈLs'=or+ I>tr) ıao I8åi ãs,= ci g '€ILq, F (,sH gì .st- o)q) .sgìsIU o\) H\) l¡t is $rueqt Ë¡ $r 0hI rn t¡J =o zoF fo zot- oz:)olr IIIaÍ ñ Ë; o.. t0z '¡i =kÉôô rF ø hu ø