Loading...
HomeMy WebLinkAbout1999 APPLICATION -98-00032 - Staples - Office Supply StoreN0'lv/J Y, I/ J .Y C:U M \, III UT KEAbUKI: CITY oF RE)GURG' DAIIO APPLICATION FOR BTIILDING PERMIT g nq1 Pernit No' 121cN 2&^te Address MailinE Address C,itytstahclZiP. Telephone/Faxllvlobile Name Mailing Addresg CitylstrateZiP Tel ephone/F axfivl o b i le PROlT,,gf TNFoRN4ATI ON. Architect orunAn".#" , @N* #4?"W- PlanNameIdal-icNo. (circleoue)ResidentiaUCommerciaUEducational/Governmenfieligiots Square feet -$o' of Storieo Height of Euilding'' - ' ' Bascmenl- finishcd/unfinished Garage sq' feet-Patio/CarporVAwning what will structure be used for (inctuding name of business if applicable): ' ' If used for a multiplc fasrily unit please indicate number of units: '' " -/t) , fi /*ndwelline be in a flood plain? Total Estimated Cost UBC Ta:( Code .., ,,. Zone Building TYpq Building PermitFee Plumbing Permit Fec Digging Permit Fees Linear Foot Charge Water & Sewer Fees Plan Check Fees Total Signature of IruPector J an , b ' I 999 b:U IP|r| U I lY UF HtXBUt{u SUBCONTRACTO.R. L I ST No, lvZJ P, l/3 Excavation Earthworl<: Concrete: Masonry: Rooflng: Insu latlon : Drywall: Palnting: Floor Covssings' Plumbing; Heating: Electrica]-: SPECIAL CONSTRUCI$N (MnlruFAcruRER oR SuPPLI ER) Roof Trugses: Floor / ceillng Joists: Cabinets: siding/E:r,terior Trim : OEher:Pnouf Jan. b. 1999 b:UZPM (jllY 0l' HtXBUHti N0.lylJ f'' J/J '; '-.'t/ SezgvO o hEuoDeL t O ADDITION O hG9AIR BUILDING PERMIT APPLICATION NCXBURG, ID OArc d-?S:V NO rHE UND€BS|GNED HEREBYAPPLIES FolltF-llyn FoBTHE WOHK HEHEIN lNDlcArED oR As sHowN AND Appqdveii iu'in1'rcddi'rcrNvlruc PTANS AND sPEclFlcArloNS' - fl(,. Jor^DDRea /48' 24 gTRUCTUEE Euildlng Code and Zonlng Reguladons o( Re$urg' thar rhe work ro be dono as shown rn rhe plans *gJi""'ii.r:'t-*;fri,::.ll*lT::"^::::n*h the reeulatlonF ffis"il]il"#ffiffi;; ;ailJuance. of the permit does not waive,rosrricrivs covenane. REMARKS:trr uC;r l,rtt: o RESlos{cE o aow 8EUOIOUS O FENCE pAlo OcARPoBr tlq4!499 BASEMENT FLOORS Err.wAtls lin WALLS CEIUNG hooF HEAT owooD B ORYV{AI.I O PT,STEB orlLF 0AOOUSTICNOPEN O BUILTUP. o wooD 8H. El colvlP.6H. ONLE[l RolrRooF. A MET^L OdascloLoclAL OFIREPIICEo ELECTRIC OWALLSocquNsO FLooRs O PEBIMETER o coNcBErE OUASONRY OOTHER o cot{cRFrE OM^SONRV BOnrEF D PARTIAL O FULLqNo clwooDg cof.rcREIE QOTflER OwooD flMASotlRy Q cofrcRETE EIVENEEB oM6[ALnerucoo owooDO MASotilRY O CONCRETE QprrwAtLO PLAGTER OTILE and it lshereby agreed VALUE FEE PAID BUILDING ttvt{lTuowna'r oopy CANAfff-Bulfio DePltt||drf ! co?Y Ptl{(-Ar$t5/tcoPy GOLDEiIROD'l*pedot i E?In cansutting Ensineers RECEIVED JAN 0 5 1999 BINNER STANGE ASSOCNTES ARCHITECTS, P.C. December31,1998 Mr. Brent Carter Benner Stange and Associates 5000 SW Meadows Road, Suite 430 Lake Oswego, Oregon 97035 RE: Staples in Rexburg, lD Storage Rack Anchorage Dear Brent: Attached please find calculation sheets, 1 through 10, dated December 30, 1998, which verify the structural adequacy of the attachment of the storage racks, as shown on drawings FX1 through FX4, dated December 14, 1998. Design is based on the requirements of the 1997 Uniform Building Code. This design includes the attachments to a stud wall. We have not analyzed the capacity of the wall studs to support the required loads, This must be done by the Engineer of Record on an individual basis for each installation. Design Assumption Concrete strength: fc = 3000 Psi Steel Strength: fY = 60000 Psi Allowable Soil Pressure: 1200 psf Lateral analysis of gondola and pallet rack was based on the specifications found of sheets FX3 and FX4' lf you have any questions or need further information, please call. Sincerely, >-f- E>\--; Sean T. Blaire Project Engineer Attachments Concrete Slab: Seismic Zone 3 [STB:ht97?'44t20cat] 111 S W Fifth Avenue,Suite 2500 P0rtland Seattle Pottland San Francisco 4" thick with #4 at 16' on center Ca = .36 Soil Profile - So Ap=2.5 Rp = 4.0 0R 97204-3628 (503) Los Angeles 227 3251 Phoenix ri. ri*:;. \ \td,u1:; San Diego Consulting Engineers pto)ect 4T\qvt.<z BY ep. €Fu,A rg-€ Sheet No.. I tocotion (Q'lt Pde-O, lI;,Dole lZ.?O.1O clienl ftrg;.ru g.B- *ra hI {, A 4+{"o4..Revised Job No. 11".44.20 Dote 4"4)o, e%ayte?f,r.l{? t92'7 ubL' Fp nrr = ,-j f,alp \'{e fF*r* " ,1 cbG>(t'o) t{p , fg v,* = .2-42 Ne (?rro*= Ac".l.ev)r Fpon^ x " 4 (.:l.L\(I,o) t,n'lP f s " ^*' 1,44 t^je (p= epco e lt*z r".\wp"2.cr(,b:'\(t'a\ (t* + (ro'eb\\\^J? Fr \ 'l'"1 +'O rffill ( p r, 11n) t,- La*'r4aLdt fe= ,51 Ne "t.4 .4ol vJe RECEIVED JAN 1999 BENNER STANGE ASS()CNTES ARCHITECTS, P.C. 5,6LA\Pe4:trlruL<" IfrfiIn c o n su t t i no En s i n e e r s Locotion R€rcer^l?L, 19 l79ll.zo 6eN'JEF siANi&E Arro(- OEStc,r'.I LoAD9 FKoNT t-oA.oe? 9L\ELV€s f lst frla trf b or H h r dt b.arrn fr hdP-r'l trd lr rrtt> -ff..TL ar lrt d trr bd r! tlr*r 9b h tD 4tr*r r E r{ ilrFfy tlr liJtt( qr ,rd h alt ! (Iit?*r hd.€''' ldr''b' ts' I \ ll I r l' i tl' r S bl. s3,S Hv,br, M r r {'I ll'r lg) E, da.a(B idt/br. It t'r {'r 13'r 5@ b. rl,l& fdvtr. St0E l TOTAT r 1{2& idtbr t..:s Hr/b.- tl,ao Er'G. l.CE hdvb. ll f rtrI12'rg!b. rt't!0irdr/br' 12 t'r{l r t2'rgb, r3,E}drb' l! t'+ a'I tf r rn b. tl;3sj!.nE 3t0€ lTUIA. tl.a{t3H$!r. , i$ sr.FE, 2$ 1S191gt-8S' DO€S |JOI,,,r: gcEED 15,ffi '{CruLB. yta'uw , b cbrrnlr. hdrfttJrJ.A.. lr<i/lr brrl t!'.r 2r f rSb s2.midrb... l!' + 2 " f r.P t . 42,7U ldtb.- Et'< 2t ll'rSFbr c.3.p9!dl!l. SIOE E TOTA ' 0,7C) r$yt. lrU HfrrlDatf|r rvrc\t lrrttb Ita*r l€r'S.ll6A.E.I ] cr f+fLlfrsD..cSlFltrtr I Ce t+fllfradb t5r6rs\tl 1 ca rrf tt!'r!6b tT.sidtar 'i go€ c TorA- r tc.6'ir) rrh/b j*''if' Drlrc€Fousr 16,&) Hctlr|Ei. < iEXeEEDS E,m lHCtl/LB. Ur&muv AHbdfll srEbrdbrsgt lr E fia ard || i!dr$.. TI cr H clt E -r:lt-':rrlr 3-fr- EVTXLY LOAD€O8r{€LVtE OiwlLLt€cTpr€ .:'. Or.{-'*J.r $Jd#r Dy e..-firtts t l,|r r't'r. {rA*'Iirrnrtrr tcrdarf rlf har,Orbl ' it tf.a. f rtbD. c2.7crlidlb . F2 tf+tr'f'rrEtOh c!,CtllrdYb ia Zfc?r ll' r 5@ Dr. c!19g!4 SIO€ FTOf& . t l.fO0 rs\itr. l. aA,FEl 'l.Ut tHCtl/LES. AOES NOT F,*.'EED ts,ffi /JHCNLE. tlAXtwH ,.:l: AI.,5TRACT t Fnou A FULLY LoADeD z'PQurJES EI'EilLY LOADED tl{ELvts o}l OOHDqJA o},,{d. r.dr dr.f C.Fatr ? 2.....ti{rfFay Ua!. FFil qr $.1 Dt t!'+2 r l'r S br r2,7F idr/tr. Dl lf+?r l'r.&h ct.6fi.rdttr. 6 A12r ll'rSDr r!.3OidVlr SIOE O?OrAt, titcffi It.E h.t!rb. SUBTRACT E FROII O: :gry.t.l€ hdr/D.. , i.,...SAFE g]N iNCWLSS. OO€S re,rgc EED ts,ffi),HcwLB. u^Xfi&ffi j i'r:'j:'' ' iii . i:l,l:,i iI ,.I ! ETtr EI (1/94) sv 4. 6uAr&E4zrxeLe,wn be'"t'Je? 9fAi{rre A+,aL. LATEEAL hv??aK Fo6 \^JALL (roF,lpa;A nAlrlN{ur-4 LQAPe Pe*,' lop -3oo \b: Hl D-- doo lbr B*"T-9oo lbl LF-r/g; f ,, : 22eo (.4o1 ) r llLL ltDr prn : {oo(,{o1 ): l(a? lbr 6 ,, z gc,c,(,Ao'? ): Lo+ lV t z'-\ot&' F', '. Fa.\ lo. ao&3 ?t z LLts Ib* &s=Lun \bt a,--;12311b5 4W.r.w' a-,,?odltt 9a.a.l TJALL (^o$}JECTrOFl -thux3 6edT PuATe cHec-K PtAfg @A?. fs' 22b / ( ))( , t9?r5 ) F4_ +l PsL i4n=(r.o)(g'l :lbO r (.1) (. tsl 5) FgoF^ AtsLTAOLE C- bb Fa.-'1810 r>'v ?vxf? fa UPF\bHf 1,oilEcT\oFj qse z d9 tr- +eLF f\?t$a ioFel^l Lx?x(-t'r< ls coJagoLeD BY f H\CKNEtS oV tt{eAB = r33( L-16)(a)"134 lbr (]4efAL €{uD gAc-r( U?€.\bH( HesuFac.strg€q A,99o6. f6 ql) Consulting Enginaers Porilond. O€gon \oj€d 4"fAFLgq Bv t, bLA\Eg Shoet No, 4l,cotK)^ kY@rear, lP )ora 12. ?o'98 cileni B€nrN€F +fA!.1{rA ArioL.Revised Job No. s7544.2o )ole uAigtr*,u ku,,??e*( FoP t^lAP !e!3% ti' WAI-L C-oh.JF.l€gftgFr - uAtor.'re{ T -_ TiLco tbv u?e 7e," 4, tT\Al gAilsef /*eo HSAD DY'.JF.6aLY que7Ve rrJcnps (1ceo rerz-) i , .::, ,ni"Ot.rA*LF,TEr.lc,lo:t,(u/-ar-r"1 l$SPec{\ont-)=1.j2tt?o)=22Ot:Ur 11 l-r iF4uH F BE-gr"itilf = ? " ^ i,.,i ,a* ,*e 3is" Q.pV"t+\ ANc!{6f.,rJ/ Hrlrt N'Y- t9O A+ot^jABLE Te$S\OFJ " so(llt'o\s lt6o u'e l'{iF}lM{,^11 erAbED rlEryr = ?,12." I b] $ti!- 4-o-:Fl:d e*f \o,r*) - <-oxlQpgS.g a.Nf,io \b7 lriE lrrd" * l{lLrl l'g-tl ,(tcao 4"Ll) f;fr,$l??*L:#l?* i'='i\?o't' 64 a \b e .i !:]4!F. c{FJ$eg, \p{ * 4{tr,9 r^JALr-. T-tL'l-19 \be 'r4" L^6 1cr,E;ut vr rrn l|2" ?Er.tEaBATror.t ($rsb) ALLoila.rsLe f E *Jr'l c)$ o I'a? ( z \ a \ ( \'q\ ( t 5 I Z\= )z<o rtlo brooD iLe-etA trJDS) ALr-ortAgL€ faFrg(oJ : I.X1(l1oxL.q) = 41L tV-, &otlPot-l nUc{a( 1{eA& AT gA5€ =l,tcj lbt r^sa V4'p Htl.rf lete-^tl ( leeo lar r:A ALr-c.l^JAe Le, 9$€AR =l?a.(qs 4 '1?L 1'4 1nt1r,tuM EF1e,EPMAd" '- r" ' Consulting Engineers Porllond, Oregon ,rol€cf 4 f,Ap L-E ."sy 4.btAtq?,_iheelNo. ' 5ocorron ?+).$A?'U, lQ >ote l)..)O -1$ :liEnr beNr{gB SfANlOe A,99O(-.Revis6d No. 1134+.2PDote LAfeFqAL q\.\? Fa*t ?e{ F3eesfAilprFlcr 4,o!e9lA MAX-II4UM LOA'P FEg" 4\.\ELF foF -_- 3oa \b' HtD-_-__Aoo tbe &a"f-$oo rUr f ,, a Z(lc,o)(lo1): 244 ttr ??r+= 2 (4oo\C4o1 \t z22L 16+ F ee z7-(qoai({e1)=.{o1. tbs fs$a = 94o tb5T_ (t) pvegru.rgi.lr$(3 HoqEFlT - p<)fH l"toe- FULLY LeAtreF M,E = 4oT (Z.9ror\+)L6(: ta\t r#4(r.rc) i t {p : Ablb F{, \bh ' PESlef {I'r Cl ,HoF,tiEFJT Pl s:5oo(rtl+6oo(3r) + 40o(\a)+.{oo(36) + ?oo(rt\+ aoo(3c) t4p-g 5?600 rrr lbs y13 = {go<} p1 tbe .45&.Aobo =.b6 Y1o. 4arc aa? FUL|Y LOADeP o,lg?Tug.rorP 6 (a) o'te*ru6FrrF,.r<, F,{oHEF.JT - ylo *h4 ( ?..?q) Mo . \bjl Pr lou ?F-+rsf t|\t <e t'lo t4E Fl f M r : 100 ( t3) '\- 100 (?9 ) t4e: \44o<5 Ff \b! l''l c= \zoo Ff \bt .g -- lo2o = .5+ ilo lgl l oVg6-(*gtsrtrcr ) Consulting Enginaers Porllond, Oregon ,toject t(AFLeg tv +, I,'v\\?e.ih6al No. , 6ocotion p.ptfzLl?-6, lD )ore 12. qo,lb 3lr€nr bENnIe.A $fAN&6 \Vlat-,?evis6d lob No. 9ts44.l-e )oie LAfe AL 4?tA??O(f Fo* f?gA 6fA,rJprFt& 4roi.\DoL\ (3) a,Veafq*xtrn\qe t-\a}.iei{f - ail€ t\De FuLLy LC)Ape,? Mo rLo4(2.?r") + 16?(fi.2i \7^?. (7,ra) Hq = f{o9 Ff rraq F€9i6frnt91 rlioHAnJf f-'{g: 9eo(r'l + 4oo(.\1) } ?o{5(\el fl s" \4 tt>e \"J Ib \ l-{ r.; lZ. \l tr rbr Ao.!f,o] rr1s52.O5|4g c \OlX rr lbs------+ flor-oar-Jr..J te hla€.pep F\oLDar.rxJ FoF.cE = (2499-iols)/4c21 : t:1 2- lbr e.+*? 6Bi**€ = 7,o{+tb|e+t'LL= 4B:g lbh t//z= 4ggtz.L4n\b, .i 'tlr.{te Y4 + HrLTt R6-lt (t."bo 4r.2.T) ALLoriAgLe rfe*giorJ( N/<z,,rr rFre?eLJ\c>hl) ' t.lh U49) = bwtbs Ar,uar^Jreue gHeAtr. = l-tt (5ga'1 = 7hl rv> P1AK gAsE E.$€AF1. = g'1? e : {$ g tU= m\h.l rHrAM eY\e,etr'nF-rJT = 2" aor,tgrJ€D T^.- * V^o. - 1,g Tr* Vrq, (3 ) l1L r AL -- .Oq < t.oo -- - (5ocD 71e 111' (z) J+ t + , .fi {. t.oo -_--> /rooe ?r, 1aL- ,t (r) ++gz,g+zl.ao -GDop-t bnL'Tyr. (1/94) Ponlond, Oragon :roject .f 1.;51zL9 9 av 9.E:ur.r?E 1Locorlon ge,*t7rJ.t2-tr r l0 Dote l?. .@.1b cileni be6*s& 3rn*cr€ ^+$t54 Revised Job No. \1344.LoDote Dg5,tb$ LoAD 5 (xt-t-81 FAcKS q'Loo lle> ?aoo \b+ @{oo lb* Consultlng Engineers Podlond, O€gon Pro1sr 6fnef.€ q ev 9, FLA1 3E- ih€et NO, 6rcotton ft,pftr*OL t V ,oIa 1/,'20-1.8 :ttent BErrtrJEl:. afAhJ4E ^rto1".levised No 71341.to)ote {-Af-gE.Al: .?}trf4"FT feg- ?*uwa-r Reu'*g - | , tln -@- 4iQ-" i 'i t'{Ax'lHyH L4AD Feg LEil.4U T()P _ 77.oo \h' F\tD - bI-oO ws B19r - 6$oo \v," Y7y t lloo (.4of)' l?o2 lbr ?en" ?,tp (.4d1') * lnoT. tbt let' 64p(.4o1) i 26c +lbr .l Lt) rV€.$L{BiltFJ(, HoF{€;.LFf - ALL l-EV€Lg FULLy L€AbeP P1o : A<oo4 (4 e) ,q11o2 (o,,?\ +.t\oL(to) i vla : |{eOc} Er.: lbrs ggBr$TI$,iq HoHEb{T 1.1e" 1|Z,OO(L\ r'\e.* 2{rl@O€r \bi -& f1o f,,-> AVeqfr,\Afllr*J(.1 HoHeFif - fo€ s\q= lloL ( !,o1*, . no, [1o7o rr tbt gE9{5tt'.J C" Ho r."ttr..lf \*'-tale'(%O\ A*'- la4ao'' Fr \br fie1e") : ,6b 31900 ------+ ay'e61uP$rbJ(: FULL-T LoAD€.T> .65f4c '544o Fr lbr.< Ac "l9o?,tQ, Fr tbr -------+ t{or-oon}r''J (64'o HaLDaL.JN fuk-?-: (l?o1o''S.+{+o') /',t4.e,)z t89f rSs b& 5;A1'Ag = l?o2\b: (1t94) Consulting Enginaots ,rctect +rAe Lea tv 4- buAl?t Sheal No. 9tacoron (.e;.e6e6 , \9 >ate 11,"70.9% 3rr€nt BE.ilt*IgR 3f,A,hlC"e A9+AO.?evised \1s*A.%Dota LATEAAL lurrogl< Yof- ?auuE, ("a,t-*t gr) ftz.2115/2, tzl.b.lb' ,lt 4 . 62sE,,/4= lgoL. tt"e (2-\ {/z=1O11/?-=1+b V/ 4 rl7oL/+ zl%ct lbt tbt ute 7/d'+ t{tLTt tlg-rl ( tueo 1..7,1\ .: AL-LoilAgLe re*eto* (6rr,q pui rpsPe<-) = AFkpWApke *.,*e:Ae F f.e3 <hWq.\ i 4rn'e |4r,! r.i'.{ uq €flg-e?MEFl{' ?'/{ C2,) couar*eo BASA FtAfE EIF-fA\L 1.9t (154 ) -?p35lbt lbt tLa? + i?.ez- -.gb ry66 ++$A < t,op 4ooD MAK aEA&r rtca '-\1ffi/,#+ ?,l1oo /4,64) : -1198 ' tU t ilAK uFLrFr a L7lcrl2. = F-LA IbF gEAtr,r*(.r 'te-e;t = l Ieb / G.ol(b 5) = .1-Ll est ya"z L7.l (2.5)z '6q I r* \lpr /rd a AeQtv 6 =."-Mo t ??u l=,ol9L use */gs gytrTg .1t (lroco)( r,1") tN- aa t.a(.6F,)L (cr 5: .oAlif rrus> 9swo " ,o\12 txl uPLtFf q€.F,lD\hlCt Y\ e lteO (2x51 H " )+b'l 1s \bs €r= t^ '- h*b1- T ffi\L/r. f g= tbl lb,ps'u Fs-- 1ec{I v ,.r l, I(v. ,ls$6ooe)(\,"1\ Fu= 159to psu > {u*lbl}b prr, V,F- A x \o'/L* \'/L' FLAI a 0/s4) Ifr?fn c o n s u t t i n s E n s i n e e,s 5rx?ue5 f4ve*P.1> , e t2.70.90 6ar'rr..rER gTANlcrA \97oc.. \1b44.2.o $r€eAL 9upPgKf ro CHEaK FouNlDAtr-\oF,r 6eAft ,{kl los' t- t' F 10,6t' ,9::15" i{o.5"-i 9.t5 4V<-= ll5Aco lvo Areo'q -- ?r,- -- '.1lba Igo,' l2OO (r,t1) Ase<r.,o --,.4.to filz --> {se A ?.bo'x 2d' rap AaEA = 4.1FlL M =.p&l : tzpo (lo,5/re)a 2. 2_ t4'- 4f,9 pr tb, /er = 5,51 u-e r* /er r1p" '(}ffi)tr.ct): 2.49 r,p ,"r ilE' . (i$e) (e.s|'- i.6 exre tP yl,i,: \. ?- t{or + l. 4 Yleu " fl *: I.a(2.+6) + 4,6 b (1.4)a -l.LL-e '" V*" 94th w't a' L6 Asseit..t6 )u=.9-/ As: M,,'. d=1,,21- Z,u qb F y )-d rrs = ,OJ r!3 I c i1.LL, .Jl6offiA T?a * 4 e,tb' a,<.. Ar=.14 rra o.-4.s1- . :1gjg- +H*'4AsFr (d-era) €E F,. b ,?rs?Zj(tz) * Hr,, . .9 (aoX, r€)(2 -,a?4lL) Ge.Zn.4.r*a 4Vtn: lq.3 slp. t*r > AI.J,Q,L Frc rir --j aooD LA7I-( P., nrCrf r..tr. S$E*R go'(etrz)? (5.oret L = 4l,aL etle.++ JEvo b V' 't'!Vor+ l'4 V*t {v<, '.65 G\\t@ (r)(z) \,1* z t,LhF)* t.A(ateoo;