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HomeMy WebLinkAboutFoundation CalculationsFOU NDATION CALCU LATIONS 70'x00'Metal Building nvE#ir14542 PETER MULLETT Garbondale, Golorado GREAT WESTERI{ BUILDINGS 3033 S. Parker Rd l2Floor Aurora, GO 80014 Fou.rdatlon Ddtgn bf @ IIOUNTAIIIVEIT' Et{GlNEERllrlc, ll{C. vSkh,sl.EbGqh3e h (s) *te . ra (.J!) ,36la JUN 05 2024 7 prg6 dcdbh ,t s\ -N' \r \N i'- @ MOUNTAIN VIEW ENGINEERING, INC. s&k,sr.tuaob.eid 0s reiD r rd (rs) t$$r PaF:_____L_ Job:@ Mbi0,,l05f24 Subjd:@Br DL DFSICN CRITERIA Grund Snow L@d R@f Snw L@d FEme Ltue L@d R@t CollaleEl L@d 80 42---6- 10 p8t psf p8l psf 0.488 Windspsd 115 mph c exposurefD lmpodan@ Fac-tor 1.0 Codo: 2021 lBc ss S€lsmlc D€sign Category Slte Clas Olfier Load8: SoilBsdng __llqq_psfpergst€t*tnl€lreport Fret Deplh 36 inshs Not6: Roaclims psr GREAT WESTERN BUILDINGS dnwi rgs. in a@rdan@ with the and lhe 8it€ sils should in the gsletfiniel b€ p€parcd inwsli0aton for lhe foutrdstion, report b!4 James H. Pamns, P.E. of Kumar& Asmiatts, lnc. 5020 Cflnty Rd 154, Glswmd Spdngs, CO 81601 Phons; (970) 94S7988, Prciect. No. 24-7318 Cscnto and Rolnloremenlr ConFte Siangth 3000 P,S.l. for Foundatons 3500 P.S.l. ior Slabs 2500 P,S.l. U6€d ior d€sign, no spscial inspec{ion EquiEd. Robar - ASTM A615 gEde 60 41 MOUNTAINVIEW\\f-I ENGINEERING. INC.Nt7 ***.*^.*,i"**v h(strv-ed.rr09t!*D Pag6:_-je_ Job:@ Dsb:-!9&91- subld@8r----P!- Combined Sld3wall/Comer Footlnq (Uno 3, Gdd C) AtEEsSleluqs-gPH= 47.3 KF Fn =__l!_Hpq Udifi= 4.0 kips Chsk$ll Mno All@*tulE= kqd= lm Ff 87.5 S2 ffiFIFffi Hotundto@dll A Blda B Column n Pq = 42 l&o Fr= 3.6 kiPs udin=--37-npe b rBisbd by tu tundadd Elb Toblu!&'fr= 7J kipe Us 8.5 nx 8.5 fix 18 inchdoepfoetlng FlnforEd with (11) #5 baE ehod way and wtth (11) #5 baE long way q= ,91 Fl oK w6bmof Fdngtrdsoil = 3t.Si kip6 Weightofcffi sls= 42 kips Welghl of Fmndebn Wall -__142_khs Tobl= 38.00 klps FgctorotSafoty= /le3 > 1.0 OK adjMtbtu @tumn. udtft Ds8lgn rdif, =SlebItM= ryr b bpot Ftg. = OS tuc. b CL Fodrg = Lq[h d Walltu UPm = 7.7 4s 6 10 kips ffi iffi indF f€d Sidowall Footino {Llns 3, Grld H} ckk Soll tudro Atutl€ P@u€ = 10{X} plf B6{d= 531 fl Hortffil Fo@ U$ Ebtr halDiB lo mbt Fo{ = 33 ldp6 Fn = 4.2 kip6 Uolfr= 4.0 klF ud& hffilfo@. Dellgnudift= 40 hFg$ntus= 4 lndra D6phtolopoIFtg. = 30 indrs Waigtrt of Colrd Sl$ = Wdght of Fdndabn Wai =Td= 2.75 kiF -3!9*kP621.20 kh€OS tus to CL Fffig = kfqth d wall tu up{ff = 6.0 td6 18H Use 6.0 fx 16 lnddsepfooting Ginfor€d with {il #5 ba6 @ch mv. c= 0$ Ad oK Ue# 4 halrclnv 6 f@tl€s. Fe{oro{Sly= tS >l.0OK k qb = 0.10 ln2 L @d = 2f, fi - Eid deb (6x6w1.4tr14 min.) L 6{d = a, fi - u@lffid d$ @ T,IOUNTAIN VIEW ENGIHEERING, INC, se&4${.a@6rMrerb. k$J ?!-ed ' r'{d) 7v4tr 23.6 klpg 3.9 Hp6 Pas: 3Job:@Dabr=@!81-suBed:@ Br----9!- Sldewall F@tinoa (Uno2tGddsC&H) Udn: s np8 CEISe!-Casts Aloelro P@uF = 1000 FlBrqt=l.sn Hofrdhl fo6 u* Gbs hslrdm b lN hqkonH tu. &qU= o.tr ln2 L@d = 25 ff -Eil-6ldb(€x6W1.4iliJilln.) L FqU = 3,0 ff - uffinbd slab Endwall Footlncs (Ltnet/Grld8DAG) Us 5.0 t'x 14 incfideepf@tlng Binior@d with l5l #6 baE each wav.q=gFfoK Us# 4 halrpinw/ 6 fmllBss. Us 3.5 f x 12 inchd€epfooting reinforcsd wilh (6) #4 baE sch Mv. q=MPdoK us# 4 haiDlnd 4 fmtltrs. FE&rof Sltoty = 2.@ > 1.0 oK gdlft Dslgn uPlR = Sbb ftljaBs = o8pth lo bP otFg. = OS (h. b CL F@thg = L€@th d Wdl br UPXff = 5.0 Rp€ 30 id6 8.0 ind6 10H W€igtf of F@dngandSo[= 9.79 HF Woighi of C@@to Shb = 2-26 kips WeEH of Fddabn Wail =_L!g_klpsTolal= 14.03 kiF Fadorotstety= z0l > lJ OK Pe= 12.0 kr:F F =:19-HP Uplift= 3.1 kipg Gh.ck$llMm AlMbl€ Plwure = 1000 psf BEqd= 3.6 ff HffirblFoE Us Ebe hdFlm b 0.s t€ 1.8 n - Einf. sleb (6x6 w1.4xwll nin.) walnffi= 8 ids Uolft Ngo upfifi = 3,1 bpg Slabftld(frs= 4 Iffi D€pftbbpotFb.= 30 inch6 OS &na b CL F@tng = 4 ld6 Wdght of F@ling €nd Soil = Wdgh of Coffi Slab = wdgH of Fendrbn Wall- Tolal = 4.49 kh6 1.53 ldpe --?Q!-HPg8.08 Hp6 4> I'OUNTAINVIEW\\If.I ENGINEERING. INC, Nl 7 ",," *.*^. "*.i",,"..",tuts)aFrm.rc(€ts$'t Pegsr 4 J6:@ De:00/05/24 suhtd@Bv: DL Comblnod Endwall/Comor Footlno (Uno4/GrldC) & Bld! AColumn *l PN= 20.6 HF Ffl = 1.4 HF updtft =--i3-[F Ch*k$llMM A Bl& B Column f PH= 202 th8 Fs = 3.6 kips Udm= Y khg TdP^= 6 g* ToblFs= 5.0 ilF Tolal Uplifr =--E3-kips tudlndHotunsFo@ U$ Bbe hldB b ndid hm:antd f@. Ab 6qU = 0.12 in2 Lq'd = 3, fi -Glnt slab(mWl$(Wlimln,) AEa rcq'd = 110.8 t 2 4 WarlThld@= 8 hd6 us 5,5 fix 7,5 f,,x'l.4 inchd€opf@ting reinfor€d with (8) tts baB short my and with (6) #5 b€E long ffiy q= gl9 p8f OK Woigmd F@tngandsoi= 1616 kitE WdsHottu@Sisb= 3.02 HF WolgH ot F@ndabn Wall Tobl FodordS6!e{y= 3.76 > 1.0 Ol( u.llft tubn upm= 5.6 kF Slablhbkrs= 4 lrt+'6 Dqth b bp of Flg. = 30 lncfiB OshbclFding= 6 Ms = 1.$ Kp3 = 21.08 HF Endwall Footlnos {Llm{rGrldsE&F} 25.8 HpB 2.4 klF uplln ---27-dF Ckk Sll Bddnd AIwEbls P@u€ = '1000 p3f 8@u=5.(tst ffiddFod UsFbar hakpBb 6H hoffitu. e6cd= 0,06 in2 Lq'd = tS fr -€hf.sl€b (6xOW1.4rW1.4nh.) L tedd = 2l n-unrelnfo@d d$ Uw 5.5 dx 14 inch dsepiooling reinbrEd with (6) #5 baB trch Mv. q= 65ll Psf OK lJs # 4 halmin w,/ 4 f@t lms. W€hfr d Fdng and Sil = 1 I .85 Ups Woight of Cdcd6 Slab = 23t klF Total = 1.07 rie = 1823 klp6 Fatuof SeV- A.ot >l.0OK udlft D6lgn Wlfr=Sbbntus= &fff to tS ol Flg. = OS Csc. b CL F@!og = Loryth of Wall tur Uplifr = Hp€ lfths id6 id€ 2,7 4 30 4 10 A> MOUNTAII{VIEW\\Irl ENGII{EERING. INC.Nt7 ***E*^."fu;**b. {€ r$-r@ ' rc {d) tlsrt PM= 54 kipa Upffi= jlg_HF g@!-ls!.cslt!l AlMble PE$uF = lm psf Bq'd= 2'32 n u.dc-klgnQm= U kips Pd:11.5 HF UpllR. 0.8 klps Chek&llEdm &uh P6$ue = l00O psf AqU=33tn Uollf, Pag6:':L Job: mE'24{g2GREAI#STEn|aBUILDIIGS D#: 06/05f24 suqd:@Bli DL Gomer Foollnqs (Linsl/Grld,8C&H) Up 2.5 f x 12 inc-hd@pf@ilng Binfor€d wfi (4) #4 baF eaci my. q= l6a Ff OK = 2.n = 0.87 KFs klF Fadr of g*ty = l.g > l,O il Comor Footino {Llne 4 /Grid H) Us 3.5 f x 12 lnchdesptooling Elnforced wlth (51 t 4 baB @ch Mv. q= ts Pd OK kips klp6Wdlgttt Welg}f d Fdnebn Wdn = 0,78 kJpB Tobl= 0.14 kht D€PlhblopofFq. = 30 (tr) OS Cdc b CL FdhS = 4 (SW) OS Cdo b CL Fds = 8.0 (EW)Lengilh of wallbUptft = 5 (SW) Loruth of Wall br Upfin = 6 Walllhftfu= 8 lM* lEfiB tud tult Mes Wdgil d FdnO end Sofl Wsistt of CdFta Sl$ Wdgtil ot Fdndaton Wgll Tod = 1.78 HF (Sw) Lqh of Walllor Uplifr = Ih*sn Qfifr = Sb Thickrcs = tupth b bp ol Fb. - OS hc b CL Footh = OS G@d b CL Fdhg = Long$ of Wall lor Uplii = 0,8 kipg4ffi 30 Ms4 ln(*le 6.0 ffis5M5 ft€t dcffiSbb- 0.87 Fador of Sd6b,= 7.68 > 1,0 OK tEw) (sw) {EW) @ toul{TAII{ YrEvv EitSr{EERtNG, tNC. sbhs^.etufireb.tdla-il!r;{MHr P#: 6 .b:@ D.b:001G5124 &b@ PEIEn xu]rff Br____9!_ lntodor Footlnaa (UH 2 &8rcdd E.ll Us 5.0 tsra 12 lnchd€€ptulihg Elnbr€d wlth (6) #6 baE sch wav. qE t0! pd or Wdgm ot Foodrq = 3,75 l$e WdgmolcdrcdeSehr a,oa l(lp6 8,43 kts6 F#dSoVc Nr t l'0 Ol( Sgtrcl.Ee4lsc(LlH 3&alGrrdA! Um 4.0 fx 12 indrdoepiootirE Blnforc€dfith {6) #4baFedrwv. q. etl pd OK WolgftdFotnlandso0E 3.8? kho w€hhtotcds*Slrb= 018 kF6 WolgtS.f Fqn&0onWdr 141 l$.Totd- 825 th€ Fa6b.otSatoty= 2.18 > t.0 OK e4w __!!_tdF Ps udn gffi go(,8prtF AldEbloPBu€- t000 pd BsqU=A7lI Uollft Pd' J4.7, ldpe Udh+ il h!6 Cli..t Sdl Seld A[6@bloka= 1(tr0 p.f B ruq'd: 3rt fl. Unlllt hpth lo bp of F0. = (Ew) os co6 b oL Fdhg - (SV\DOs m bCLFoeE - (EWl Longth d tlvall ft. Uiltt . (SW) Lq[h of w.llbr Udltt- Dd{gnl4lfr= 0.0 ldprSntu. 4 hds ThldfldAbw6Fts. 6 LdEr D€dgn lFh: Snk:k= Al Hpg4 hr*s 30 lrdB4 iidE 0,0 hd65 ibdtht6ffiWe[nM= A- ilOUNTAINVIEW\\FZJ ENGINEERING. INC,Nl7;-**^..h;*,*k(s'Hb.Fr{grs{ FH udn .u.l w =--53-upq -2.9HF Ct lt&llBdlF Pasor_---f_ Job: iltE&Iffi cREATffiATERx BUtrDNGa Ddb;_..1@!4_ sublect@ Bv:---g!- Endwall Foolino3 (uEg &4rGrld B) Us 5.0 f,x '14 lnqhdoepf@ilng relniorcad with (5) #5 bac *ch mv. q = tr3{ Ff OKBruCd= a3l fr rbffilF96 Us reba haltplBb c€bt tu&onial fo@. L L qdr OS lil r6dd= 2.! t.€ttr sbb(6'GWt.4xW1^4nln.) FCd= 9.t fl -uddnb@ddab Us# 4 t Upllft Oshn l4m=Sbnlfu- Dspfi b bp o{ Flg. = OS c@ b cL Foo&D =twth rf Wsllbr Upffi= 2.t HF4tlfu 30 irlds4ll#10H Wdgft of Feftlg 6d So[ = Woight d Cdr@L Shb = W€&td of Fdnd66on WalN E TdE 2.tO ldpg r.98 llp6 lC.S6 rhs 9.78 khg F.dorof Sategr ll.!l >l.0OX