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HomeMy WebLinkAbout04-0864 1243 Blue Lakes Blvd N Plans e 0Y-6F-6y h r Permit Number Envelope Compliance Certificate Checked By/Date 2 20011ECC COMcheck-EZ Software Version 3.0 Release 1 Data filename:C:\Program Files\Check\COMcheck-EZ\gm.cck Section 1: Project Information Project Name: Blue Lakes Ford R F C Designer/Contractor: Balteus Design Group,Barrett Skiver Craig,AIA / Document Author: Barrett Skiver Craig,AIA Notes: For new office/showroom addition only. OF 1f/d� Section 2: General Information `��N�oFpTGS Building Location(for weather data): Twin Falls,Idaho Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6769 Cooling Degree Days(base 65 degrees F): 329 Project Type: Addition Window/Wall Ratio: 0.28 ! F Activity Type(s) Floor Area Office 728 Retail Sales,Wholesale Showroom 740 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ) 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] I 3. Component R-values&U-factors labeled as certified. -S ethic Requirements Climate p �CC Gross Cavity Cont. Proposed Budget Comnonent Name/Description 'Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 1468�50.0 0.0 0.022 0.055 Exterior Wall 1:Wood Frame,Any Spacing 1164 1 . 0.0 0.068 0.080 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 0.530 0.553 Clear,SHGC 0.37 216 --- --- Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 0.530 0.553 Clear,SHGC 0.37 I52 --- --- Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 0.340 0.553 Clear,SHGC 0.37 54 --- --- Window 4: Metal Frame with Thermal Break:Double Pane with Low-E 0.340 0.553 Clear,SHGC 0.37 36 --- --- Window 5: Metal Frame with Thermal Break:Double Pane with Low-E 0.340 0.553 Clear,SHGC 0.37 36 --- --- 42 ___ --- 0.340 0.553 Door 1:Glass,Clear,SHGC 0.54 0.340 0.553 Door 2:Glass,Clear,SHGC 0.54 84 --- 0.080 Exterior Wall 2:Wood Frame,Any Spacing 1032 25.0 6.0 --- --- Floor 1: Slab-On-Grade:Unheated,Vertical 2 ft. 185 --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 17%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2001 IECC,Chapter 8,requirements in COM check-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer-Name Signature' Date f L - a Permit Number Checked By/Date Lighting Compliance Certificate 00,2001 IECC COMcheck-EZSoftware Version 3.0 Release 1 Data filename:C:\Program Files\Check\COMcheck-EZ\gm.cck Section 1: Project Information Project Name: Blue Lakes Ford Designer/Contractor: Balteus Design Group,Barrett Skiver Craig,AIA Document Author: Barrett Skiver Craig,AIA Notes: For new office/showroom addition only. Section 2: General Information Building Use Description by: Activity Type Project Type: Addition Floor Are Activity Tvne(sl 728 Office 740 Retail Sales,Wholesale Showroom Section 3: Requirements Checklist Bldg. Dept. Use ] Interior Lighting � 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 2646 2112 YES Exterior Lighting ( ] 2. Efficacy greater than 45 lumens/W Exceptions Specialized lighting highlighting features of historic buildings;signage;safety or security lighting; low-voltage landscape lighting. Controls,Switching,and Wiring ] � 3. Independent controls for each space(switch/occupancy sensor). � Exception: Areas that must be continuously illuminated. L ] 4. Master switch at entry to hotel/motel guest room. ( ] ( 5. Two switches or dimmer in each space to provide uniform light reduction capability. Exceptions: Only one luminaire in space;An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,or lobby;Areas that must be continuously illuminated; Areas greater than 250 sq.ft. i [ ] 6. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] . 7. Tandem wired one-lamp and three-lamp ballasted luminaires. � Exceptions llasts;Luminaires not on same switch Electronic high-frequency ba Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2001 IECC,Chapter 8,requirements in COM check-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. Date Principal Lighting Designer-Name Signature 3 Lighting Application Worksheet 2001 IECC COMcheck-EZ Software Version 3.0 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x Q Office 728 1.5 1092 Retail Sales,Wholesale Showroom 740 2.1 1554 Total Allowed Watts= 2646 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture �D Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. (,D x E) 1 24"T8U 32W/Electronic 2 3 64 192 2 48"T8 32W/Electronic 3 20 96 1920 Total Actual Watts= 2112 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 2646 Total Actual Watts= 2112 Project Compliance= 534 Lighting PASSES: Design 20%better than code t�ltru Dr -,w Crc;)r, R E C E I V E 368 �ouvh. 600 �L,Cst Q jeXcame, Idaho DEC 01 l�o(j 20(i-4r20-9 0 CITY OF THIN F BUILDING D LL$ Plan an,aly is basod on th<•i 200D Tntor`n,!ticin•7]. I'r( 'ic r.,l Ni;nih��r. 0�1i1 D,at.(•: Doc-mbor 2, 2004 trc��e:�t N,Amc: 2-lue. Lake : 1±ord Ad.dreL;s: 1243 Blue Lake.: Blvd. North i"0tii r,IC'.L >r: Occupancy: S-1,P Architert; Bdzrctt Skiver Craia Construct_on: V-B Engi:nccr: I:t? :) ^1., i;y: S tYY.:t': ifiJ(•r (a' i E, The co6e i t(:rr,,j Iisted in thl.,-i .LC.`pert. 1 t noL intended" to .b-r' • i,: li-atinq oL ail code r(:qu*; '(::M(.*,:nL: ir, the, 2000 :Lii... It is a gui_dc to selected sections of the code. Rt:pvt'l cra,atr: u:,iri Pi an An6ly-,:1L -.c)ftw,1rF by b w & u. ;?1 ; b99-.)G? rPR7NY:T,E7.R SY:=.'I`Erq: 1F11A 13 sprinx'le V.- L0rtt throughouL "ho bu-ilding Sprinkler sys-�= Used to increase he allowab-2 are-a zand r7i=_ght. 50 4 .2 and $06. 3 FRONTAGE INGREP S E: ?s r i ni, Lc'r of Lhi! e•r,t_i ro building ' 1231 Perimeter which fronts a public wuy or accessible open. space = 1224 feet. Minimum width of nubilc way or upc:n spar e - 40 n i 1 <:,w.i��l,, .)r::i ir�c`.r,•,+t,(ec 100. 0'„ : or Lroni.,.;gi, inCrL:1j::(.!. Sc:c. 516.2 NOTE: Limit in Scction 506.2. 1 Usold. ='L Nil"MJ_ occ MAX �'I,.^^, AREA —I Lf WED RATIO :;`1'Fi`�'Li:. -------------------------------------------------------------------- 1 ,•'`,utc Show Room F; ok 3152.3 A 5000 0.26 k, G. .`:-' cox TOTAL FCR FLOOR 34332 45O00 0.i6 ok BU j i,J7TNG TOTAL 34331) ^500 0 ,7(i nk -03, `-04, 506 and, T_bl(- bO3 Ti' 1 ,)w•ibIr' •jrc','t c,11.c:tjl,ition: 'ar.'(t t:,a:;( ca can d; f 1"f rvnL u: o--; hr,'ircr .. p.,r,ito0 ►+v ii�'. i�:rri�r... -- Soc. 302. 3.3 J Thr, ,)ctu•,l hu-ighl, of Chit; buiidir+q i ;. 70.0 Thc maxin-,•.arr, heigllL of this bu i_1dinc3 60.0 feer_. -- Ti;blc 503 and Sec. 504 . 2 i F'r 1! 2 tO Fiuhi ;c'' ,J,ly 40. 0 ,width 60 0 to cent_or line of public. way, rtcr_ to prnT)(,rLy lin.: 31,. 0 to PlIblic way - 170.0 ,width - 60. U tO c.c'nt.r,r. 1.'ric, of prr}:>l c: wr.jy. nw - .0 , as sum c.d t:ropc:;rty 1i.nt-� 85. OPt'INT C% "R(;TF.C'T'ION )2, and Sow. 704 SOUTH PRG NON 0PNC;": B R C N014 0C:14G';'; WALE BRG UP/PR WALL B R f UP/P 0-hr ;-h .. NI,/NL G-Iir 0-h_' I\IL/!Q7, G-hr u-nr Iqj,/N11 0-hr 0-hr NL/NL rated for exposure to 1—ire : GJ.') ir, J feet Or ,.,ratip_^. . .• c�rc .;ta�' rh,]n !� ; crr . c-Lcd opc:ninq ha i7i c�t'i or enin,s ure iirpz'Otectcd. op -jinn:; .,r-o prc)t.i r.t(7,ia. arc not, thee. Lc,rmula :t>t? l,c; fix• r,YGt,_Ct<�C wi I,.ti gre.F:ter then 111-lr care t"C-quJ_rc d slit.:. -- ',,�c.;. 71 2. 0-erinc�$. F':).crr if Coda rovi(!w ior: P rojert Id. : Flue ;errs Ford 1243 Blue Lakn:z Blvd. Nor-h 7 _ These wa11s r:ray be regufrcd to have a parapet wal irichos ;t1-.10v, w,-i .1 i:` r'(,ctu : rcd to h','vo th('` Brame it re rating ) the wall and shall n vc nonct7;- busLlb!e faces for the uppermost 18 inches. -- S(L'c. 704 , 11 '11'e =`arLlpr_`t Wall -i not required where: 1 . 'The roof is ron.sr-r'action :i : a t. lc;,- r stivo >. Tho roof inc A11(:ir1cj thU d(n:., .,rjc: :.upporLinq Cc;:iL�Lruct-.ia() constructed enL i ruly of nor.cor.bustible matorials. 3. Zxt,.:.riot wall i:, rc.•quircd t:•a i,C: I nour fire? rc. ,iVtiv(.. anri wr)oy"(? Lhr 1.::; c:or_.-.tructud tx,r. F'xcuption 4 . (1 hour roof/ceiling, no opening-' in the: rooL rear the exto.rior wra) :1 and :lar's P, covorl, r,q` FIRE RES= 1'1.1N'1"E Fj) INGS FOR BUILDING FLEM.FN^S Tame F^J. rL!"MFT'-JT :,7iTIN0 N011'1:;.. Lt'uGtttr:al Fralix- Any 0 !aour Interior Boaring wall_ Any 0 hour rntnr_ikor.' non.brcr w,) LI Any 0 h(.-)ur . -czar/Cei_ing Asseint_-,ly Any C ho::r :hoof/GP_l ing Assembly Any 0 hour Stair.,; Any Non DJOTES: PENETRAI'ION3 OF FIRE RE'SXSTIVE ASSZMPL'1ES -- Suc. '11 tit-.>LM.21.1• IES -- ti(:c. 711 Through penetrations of wall;,: 1 . PrR:;'1('tr0Li0ri:, shall. br: installrcl a' � r; t` �. r• C.r.�:l(:c, _n 'th . tar 2. Ponc`rations _,hall be protected by an approved pcnetrat i on iirc.stop sv:-toln W i L h :1 mini muni po_,itivr,a pr.o;^sur'(.; O. C l inch of water and }1,Jil have With F rating of no: tl'-Lan the rcquiri o, rating of the wall penetrated. -- Sec. 711 . 3. 1. 2 l:.:coption: Whc"rC xcliti?t!<)L .iiq it_c'm:-, sir('' ..1.('!` 1 , f(,rrou:; or `r,,pp(:r pipes or ;o't,L.L'l conci�a)•tsr Lhc annl;_ar spacci between the .'irld the ponctrating itex and the fire resistance- rated wall shall he ;firlAii.tt.(?d L.c? bo protoct.od .1:, i.'ollow::: 1. in r n rOLQ - Gr Ma.`'+onry where tr,e pencL_—a_ frig, ii:{ maix- murr! of 6 1Y1{'hczi_ nominal diameter and the open.n.-i it= a Fll.la 1.'TIuri l�i+l t:au..ire, 1 nc,h('!,. concrut.u( UruuL• or mo!"t.a r .:11.1 ( 1. U..- 2. Tho materi i usod Lei fill the annular :�ha'l j (r�Y.'c'ernt OL Llarn(: 'and Iio% 1•'r0jr_lct 1d. , P-lic. Lakes Fort1 Addro.^::;: 121 1?1un T„)k(..; i3wVd. Nc)r.. th Membrane penetrations of wwlls: r(!riu i rc m;nt:, ,r c+ t h(• for Lhr.r�u( ;i Fv l+ -- sec. �/ll , v. F,XCer.t ions ? . cSt�:aI c!I('Ctric+.ti OU1. 10L. r {I[. nr t u::c_(:, cj 1:✓ ::r�u� r^:: riC:t► zuZ�'ded lhat -he arca of suer c��+tninga does not exceed 100 for any lOC o �;quare r,q�.a�1r.C: �r_ct f wall Ltoxr,� rsr� r�ppo^1t (? ivy 0 h0riz0r,'_ ,I d of not les than 24 inches. ie..t._ prinklers wit}., rnc�tral esri.atc'!rCl Srl Plate . F?BOOR/CE1L1MG All Poor/C311,T14G AS SEM3LTES -- So.c. 711 .4 .through FjOlno..tr<itions <>.1. Lire -rr,�; ; :t. .•.r<: horizont,,l 1. Through jJL+f1C?r ra(t Z.U11`; _rSc11 ? 1)u i-8Laii d at; eSteCj 11; an . fire resa.stance: rated ae.sca~,bly.. -- Sec. !. Pr,r+l',t r.ltlon p.h.'Ij } bo Prot ct(,d C)y .111 .jpr: $ t7V("!('j r)(?(1C+t:Y•lt1Cn 11 ,"r+::�,{:1� VSr_(_,m with -, minimlui pc> _L1Vc {>t'�.��u.re differC:r1L�.a1 of 'J. v1 ir'lci: of water and shall have r&n, F rating - 1 l:t:ur butr,oL 1t :: : th, h g aa'ld, u i razing of not 1Fs� than t <: r.(.qu i r(!d Y.,t�.nc, Ca! •• ±iOt:3a" pene try;tcd. --- Sec. '111. �1 . 1. EXCuption.s: '_ . Whon pon(,i r,',itinq item:, ' •:tcl__, arr`c,la:: U:' G:O{�I�(:r s::c>r.c�uiL�:, pip es, tubes and Vents thrOug'n a 8ingic concrete f-' oor the annular _pac c steall r r^ pCr:nittr,d tc he grout or mortar. Ttar, rniniaa:)rn ;.t:ickni:,� i:; Lfr( _hir.knu.;,. r.t•:quir(:d Lo t:(,a_r.t• .i rt t.tic.� arc rating . The ma�:imum size of the pcnctrat i na items equi Ic1er:t t0 a6- Inch. diarn^ti:!r ,+nd U-Ic opc-ni.no J. :I ' ix.-imu-m of 111,4 :iC7lai:r<: nchr•:;; . %. Elr;ctrical Outlet boxes that have been tested for Usc in fire Memhra.ne pr_.nctratir.,ns cf fire-resi=>`_:.ve '.'lor!zor:•`u1 e�S Qrbllt`.L': ` rraliircmont::; ,irr, th+: :•:rnc: ,! : i'l)r i-lirough r')r:nol1:r'.;1. i 711. 4 .2 Ercpti one;: ,ro :":t(1(':� , t(+r, ' UL7 Or COF)PQ r COMILilt::, _icct*isal OUtIct boxes, pipes, i_ubcs and vents thcougr concrete or in.:sonry Lind the annular --,pace is prot::ctcd.. by an approv!�d pY':71.t:c't-(•II 1 USr!`Vl�fl'_ ! ,CdS-_"19C Cf flame tltic{ PrODUc.t:q Of coyl.busl iun. S shall not CXcc_:(_d on agq;•egatc ,ar(,u of 100 squar(: inch<7 :; �.n any li,C •:tiU�t =t:�., in ,,�: .:c•rrlbl!(:•t, pl•nl::.r 2. Electrical OULIeL boxes that have bee:, tc_;twa.th�ut ed for s=:e in iirc- J. �prinklc:r':, w; `-,I mr:t._,l t..;cuL[:I1CUn �)l.ltt?:-:• C 01c9(! rr v w Pro r�ct Zd. . Blue Lakes Fora Addrr-, ,- . 1213 Fluc, 11ako:-, P-,Ivd. Nori;h DUCTS AND AIR TRANSFER DPENINGS I7r1TY'7fi1'': ,fa.'i] 1 P'Y; ;1ccr.a: b o). fr t V } =Tf rCULl3 ?d. -- -sec. aar arc : o-vitinc;. . 1. Fire walls. -- c•r. c c �_c. 7�.a. a. 1 2. Firc- h:lr-rir•r:, -- .Soc.:. 715. 5.3. rc, , ct:fcupt. i.c�n:: Fire parLitions -- Scc. 715.5. 3 See excepLiollS A - 5mokc b3r'r or'r,, -- Sec. /15., 5,,4 (smoke damne:r) Sce � fitBFit.LtJr DRAFTS'OPPIN(;: r)L)L rcquir .'d !n building.-t, (.!quip o'd autorrl;:ltic sprinkler system in accordance with Nv, Pj1 1,1 . -- Sec. ;,15. 3. 3 E:: rT7t:i.r ; lor]r} Und Ser. 716. 4 . 3, r,xro-Ptioll 0pon—ng in t1;c:: p<4rtitior,,, :.;hdll. be Nrotc`C:Lcd by �,Ee.li-�lc�snq e�ocr:. wath automatic latches constzucterd as required for the part;.z_ons. Cx3CUr'ANCY SEPARAT-LONS -•- Sec. 302.3. 3 and T.;h;.c- 302. 3 . " P' r 1 i cr, -,r_r.:}c•r 2-hour t- opcning,s in this f-i.)<. barrier arc rc:quirccl tf: be protectec: w L]'1 1 1/2 hcur fire assemblyes. -- Tablo 71/.2 Fire• r,]!: i.fl c'� rrdur�c:c'i ;. hour for ;;pr. i r`kl(.-r ::y::t_<•Iti. -- �C'`C .51�i3. ..]i. J, ! := Nor-e.: Storage areas less than 3000 squire feet need not be separated. -- Table 302. 3- 3, b.2. (See note. a:.;oLlt c2ccr7!=,Sor ;]T^.r3:i b- -0b1) Except w'rten requirod by TaArle 302. 1. 1, accessory areas oc:c•upyinq 10 , or less of tha, ane , of ;.(ny flcor acid not morn than th, are':.r, oc n.r-ig,,ht Tobfi t: "0.3 ,lr(_ not .''OqU l red Lo bo .;<`�:� C',:1LUC�. -- :oc, 302.2 SE'PARATTON OF INL'IDENTAT., JSE Ar'%JEAS -- T ,k:l<) 202. 2 . ; SL.urt_,ge roc)r,:, ovcr 100 Aquarc trot -- 1 h0Ur Note: This, list v'ovcrs only the most common uses . sec Tab 302. 1 . 1. 1 v r n c:ompInL.r 1i.:;t. EXIT REnUIREMENTs: FT, t•."1M7, M!; MTN THIN PANIC CQRRT''Ot; ;7UL)R N01'F;F OCC EXTTS WIDTH ADWR r�)TINC 8w PN(= -------------------------------------- 1 Auto show Ncl:.)m ;.1 2 17.3 o N/!•_ i Repair Garage ' 14 2 17. 1 No N/r OUL. 1 :UTI1L FOR FI,GGR 22;i 2 34.4 No NAP, Out 1 FOOTNO1 ES: Two exit.-, are required from thin aroa sirico the occur!i.ln:. load �:'':C: `:tCj`• J11QW�lt�:t' lfl i',_r)?C 1001 . 2. 1 ■ ` t y . i • '� �,v� '.�'� �' '� fit^ Px yrp" �t��.. a4,,eye ! '� ',f"_yy, 0411, k,'ti,}1` Z•L�V1<ti Q C," Frc+3 ct Ir' Elue Lakes Ford nc?<ir,,, i'3 BILIC L•,kmn rglvd. Nl v . Yid 1 er.•I:cc,d on 'Neel:•i c)r) 7cup)ant bz�:3ed on ScMun 1003.2.2 and Table 1003. 2.2 ,2 . '.y l~:Fit f7,sih "is `i.n, inches and based on Section 1003.2. 3 tr Tablc 1003.2- 5 Widil : hcw n Lor .all .JPOI!: iv b,asud an Mmor agruss =jwnvnLn. Svic�t .' s':Qwn liar 1st floor is based on OLner egress com orc�nr.s. ih7idthAhMn for cLher floors; � br_t:scmr•.nt:, c��;:_d or. .,t,irt�gtty�!. �'. . �' iI :t}:,• Cnzt,ilT:u!n wic.%LtI Oi tic>c)r•::, t,oq•.+• Suctio!t Foi the minirnuin width of cOrridorsr see Scctivn 004 .3. 2.2. For minimum widtb of stairway:i, !inn l �1 f!LC C il b:: con �if o - 1 the 6x dischargo. -- Sec. 1005.2. 3 liX t'� In arc,as where 2 cxits are required, the mir.irnL:sl separation Ls o= th ! MpAlmom d1.agona l & th(- 4ron or i }c%t:r Tnca.-- lrr.-c : Ti .! .:t r.11 176tWt'CT'i` Y^1ts 'tar l?};ij clCi:L::S doorwayt;.-- Sec. 1004 .2.2. 1, Lxcepr1Cyr! 2 multip-16-means''of caress shall be Si zed such %.hat the ?.or;s of any one rnv;ins of 1. not*. rvi.luc- thc'! .)v.ii {.st7)c+ (.:.l,:a•2city r)y !nor th•�n 5U r��rcLnt. -- ycc. lGG3.i.3 , ' r}:TT ST: NS E L ` and exit it 11 access doors shall be marked. by an approved Oxeit sign. Si 40' shallbe pl aced where the exit ur the path of q_tlrr..,r t r.� �cl iv not Itn61t'r�1•gtC )/ V 4;; lL>tl+. No pOi-rat UO b I1'GrL t:�'LJIi I00 t c„`L'L 1rA:P. rFti t`;,lt -- sec. 10U3.2. 10. 1 Exception �cign: arc. no, r;: ;air,^d in rpOm:; or arr•,a^ which roe4uir�: anly Ong+ oxit, EQ pt:c;on. 2 Main exterior exit doors which Obviously :end c1carly are 1G1Frnti.ia,aJlc as C:xit..: r(.)od r1Ut }JC' .^,1CI?ACC W}1g'I, i-p} YQVCCj p,-:i't ._1yri Shull lzle iriLrrnally or g_.:rcrn�<lly _lium':n._,L�ci. Sec. 1003 .2.10. ^ Exit t::i.glr; :,'hall, rO t .i7gc^:., in.:ludinc, Jurin, primary .power:` -- Sec. 1003.2. 1Q. 5 ,s t ty F" r 1 V. 1 .. A�t. coda rc':v i(:w L or: Project Id. . Blue Lakes Ford. ;ddrosn: 1263 63 R'VLT LOCKS: Mimu,a? 1y (;jx'r,iti:{i !' 1 +.r;>h bclt;•; ,�r;u :;t.rl'i',1Cr rar. lt.:. ,irr t1C,t �c rrrlit.tcr_). -- SeCc. Exception 2 Wherc. :, Pair of door; Jcrver, a st0ruge or eq;.u_Lpfflc_nt zoom, rn-Jr)u,/ 1 .iy or pex•rnJ Ltod on th( ir_Ljctive IOCY.S AND _y I�r�c:ri,.rt.>lc: L'ruJ, � .•, s OSe Of a key or any special know edge or, effort. Except;nn 2: T*"-,(- main door or doors j_0 Cr')up R, F, Mt and :, ,'irn..).: w;a perrnLtt(:d LU be, <tgt�ippr.d viLi; }�:i' Ji�r_>r_ILirig loc:lrin ci�vitc>:= from the egre8s side provided: 2. 1 2.2 A, r0,1diiy V1:;i bl : durLiirz- 1 3 Pc;,stedl on +thc_ C`UrC`ss -ide stating: THIS Doo: TO REI`IA1N tJ1�LC .Y:ED i�tiiHF.N BLfIL•CI1�;G TS, OCC:UPIlID Exception (thQro ('nest$ dour.'.: Are uuCd lr: pajx-z;, 6ute)matic fl'w;!J brit•-- shall b-c permitted to b` U^G(j, provided the door leaf ii.�ZVirJ�� thi' .11.:t0m.)tic f 1 ;::]i bolt':; ft,_:: Flo doorknc�t: or hardware. The urziatching of emy leaf -'rail not re.cfuizu more than one oporat'ion. I,ANDING3 AT 1-10ORS: There shall be a floor or landing C7r1 ci3c } t?rjr1 Cil it door. 2 . The {lOOr. Or lardir.0 shall riot be more Lhan 112 inch lovier than th rhre,shold. -- sec.. 1003. 3 . 3 - 6 3. LLlrzd_rigz; :;h,jI 1 lio i(.• I width noL iC:-;.'_', thi.,n %1'il: W:dLh Of t,'rje, :;L-airway or width. of the doorway, whichever is ;.he, greater, W;( erc a 1andir)C F :rvo ; an occupant good of 50 or. mor.'r, door:; n ',,Fly position :;1io r 1 not rL'! L1C:(_ trig? i c r)Cttr1g d Sili:Y1S i%t') t.0 io-s than Or-3 ljuif i-.. required Width. The mir mum length i!1 the di rectlor: o e xi r traV;,1 1S Ar >~KIT ACCESS 'I'KAVEL DISTANCE: Thr. m.o:•:.murn Lr,lvc:1 di::t.,1r1C'r' In LirOUD f'50 itA:L' . --� T-i}_ic, 1004 .;/ 4 The ma imun, travel c, =:1 Gra b i� - di�;t r:c ;P 3C0 feet. - Tnble 3 004. 2 .4 Codo roviow iof, Projoct Id. : Bluo Lakes Ford Address: 1213 Bluf.-, 81-vel. NIO -Lh BUILDING ACCESSIBILYTY I . At. i!.ost 50 j'x,r-c(-nt hot', not th.in ()no oricr,'.ince to 0,,o buldiSly .inn and each separat(4 tell, .qL :_;pace shall comply wit-1h accen'sible rouLe provisions. -- Sec. 1105. 1 Whcn -) hoild-ing ha:: mijItIplo that :;i.:rvi, L�n- i ! jLlo:i required to he accc.-:;:3ible, at lcast one entrancu frorri each aroa Is required to be ac-cessilAo. -- Sec. 1105.2 is prov�dod, Ilioll b(2 prow d(-d in compliance with Tab:Lc, 1106. 1 -- Soc. 1106. 2 4 . 7"t lc:iBt one &CCO:isible ro-ot(- shinll conner-IL (.,;ich 110,11 , 4 1,t2 u , r,(..p L ij I j_,;. 5- shere floor levels dry.; required to be connected by i)n acces5iblc route, J.Il i n 7.e.r i or path cif t rov(:I ,3 prov-i O'CtJ, L tic. a ccn.so i h1c rcutc I I oit;u bc intorlor. 6. On floors where drinking fountains arc provided, at least 50 percclit, L,wt not 0);--ri onc! f'owrit,lir, ­-h,­lI.'J' h�-, The rooiinq on thi:i. builiftng, is required to be, %1t.sL C. Table STANDPIPE AND HOSE SYST't"ItIAS -- Sec. 905 (lot Ar�as conto-ining high pilcd combi)stll bl r� stock or rack .2'ny Or—opollcy group r,",,qo,zc, zunoku .ind I'wa(_ vcr!L��. f3oc. 91C. 2. 3 1 . The s '71 IL p a n a 1 ns,t n .o f :�m o,k(-? a n d h u.-i t t n j drilft -zt,al ) bz! LA--, t;pccifif-_--d in 11,iblc 920. 3 . -- 9 01. 3 2. Smokc and heat vents shall -'-,e approvad and labeled and shall be capaf_J_s of be-inq oporoLod by approvc:d ;)tjtor-.,-ktic ind 910. ­;. 3. Smoke and heat vonts shall nut op,.-:rate_ autoniat-irzally prior LO activation of the automatic sprinkler system. -- Soc. 910 .3- 1 .2 /I . Tht-: offoc.,.�J.vo v..-Yi.tinq oro,: :-.Iioll not be lo:­_-; th,in IG :,qLI.Ir0 100t, WI -L.rl no d-imenEion loss than 4 1'ect. -- Sec. 510.3.2 5. Vonts shall be lor-atod 20 feet Cr mzorc from property lilies and 210 feet or more Lroul OC'CUP,incy so-f�,ir,it- ion ot-))or h.Lgh piled ,:,torace are-56, Monts- shall be -- fiiicrinly located, -- Sec. 910_3. 3- 6. Where approved by the bxi i Id ing official, enq nocz cd jr.-,_chan_J ca 1 �;.rm,kc S:n-ill b" 910A So,. '110. 4 Lor rcquirements. (.•gCaO f'( V.1.<'W for: £rojtt�t Id. Ford. Addrr-ss: 124 ? ,:,ko ,; Blvd. Nor h LIGHT AND VF,NTILAT'IO . � . �'Vi.1'y �':•.1L�(` intt:nf]i:f] i(3JC hum:ln C7CC;i i:lfl(:�f ::f: ll1• 11i()`r' i (�t:f„t WI.t}l r!=,4.0 'a-"L iigCit. The Yf(1111mL-,r-. rift gi.clLC-d urea �ha IiOt }3i' lc?w than 86 of the flcor area. -- Sec. 1204 . 1 d.nd. :204 . 2 /?11�� r'(i(7f71 �. " �)l"'i",YI i �.�.�'(� to ?'. con,',1(�('T d l j".�orl- I on of •1f ^��ortl wtierc one tIa'1 of the are& of zhe common w, 11 i:s open and ss'�= i_ ar.1 one tenth of the floor uno)DstrulytOd and prcvici.td nor. r'c,ot w!tich�:vc`r i:. (�f'( .�l"Y'. c. i�rtificial liclhl shall :;:e r;x'ovidcd that is adrq(,1aLc to provide r. UM-' ti:^n of 10 foot Cant:3la:: Gv(.r t1;r. �ere.a r f_ L}ii� rac�t 1204 '0 irli:l,t r: .tbovo tt1.` il�,c.r . -- Gc•c. 2 NIatural vant.ilatiOr'F of ar1 Occup_!ed spacc- sha.ii be through window,, doors" joj;l'r•�•rs or ot;hc GpcninC;.^-. F-to tho OuLdoor -- iOC, '1'11v m-i n.11t?UIr1Yopon.,: ;<`:. clrvu to the OI)r,_�(7f'iz, ShJll li.':.'. 4 'r'r'{'Ylt of ! f1 K lvor area . - Sc--. 1202. 4 .1 U,�al ? fC•:i A>; pi'r71].%LCC lG br' COn^1C)(":rC: } .t:t I1 P,-,rt.i-Cn t-4 " �Ij in ,rig rt7C1 it vJ!'!(_tt_' L'Y1Cb:7 f u tcd UIJr`I31:1 J r< 1J7"C?Vi( U t1]:ii, r C.vo UII UrE'c7 1lC` lcs5 than 815 of the floor ere- cf the in—.r7'rior zoom, but no 1.e:_:• Lti:_lr! `:(a11<i ro f oc7t . -- do." ur� r�encirU sor t a c . I: GhLs rpenlng : arc the opcning shall 1 bo one .3:'1d one hall times Left? dePtl? of the opening . 12J2. 4 . 1 .2 Rooms containitiCl bathtubs, r;howcirs, spas a22 "iC . .1 )bathing i1?:Lure ~ . shall be mechani ca.11.y ven`_ila le:j. -- Sc•c:. 12Q2 . %' .1 occupiable, Spaces, habitable srace and corrido'r.s sh�lll 'nave a c=Filsrlu neigh} of riot lc": s 'th„r. t04 1 r.irC,:h�'•;iY , ..:t.cragc r 1,.lundrY roon?`: ;:r;ttlt !_,(_� �1?cr2T_ rr.Gi1 LU i1t1VQ s2 r L:ciling height-. r•f not lets than 11 ic��. -- .sec. 1120 ; . .. + e • 7WW% +.a,.. r �.� �'L €J { 1?ro�irct id. . Eluc, Lakes Ford Addr'r_�t_:t_c: 2243 Hluo L;iko,, Blvd, Nor`Ltl xt, r { riAIJ, AND CElLTN F1N=SH: 1, . ' Wr;71: and r. .il.i.nq finir;?� rruitcr•i:a]:: .�r,• roquir.r,ca tC c:c�,,:F., ye a3th Sc4cr. 803. 4 and Table 803. 111 . Toxti''e wal cdvcrings shall have Class A flsrrci �kpreari i.r,de� s'r.�11 kx: protoctcd by ,�tll;c�rr,ltac ::prit►kJc>r:; Far. mr ,_t L>>r Section 80a.5: 1. 1-c:^ -80 ...5._1,.2 - _- Sec: 903_,3..1_ ?. Carpot and sirilar� textj1e matc�rialo used as a cc iinq n i l;rmr- ::pry,�d indoA ,arid he proto(J.od by •aul:c�ra,�t.ic .E7r;rr �r -- Sec_ 80..", �.2 A. Expanded vinyl wall c:olrerings --hall comply with thr rtac�uirc°mrri� foi l<. L11t w,jI 1 Orld CQilij1q` `irir•1Lcrl,Uj. -- £ c c, i;i}�. 6 5_ Toilet roorr: floc: s shali have a snnocth, hi:rd nonabsorbent sur:fac;�; Lh,.t c>xtc-!nds upward onto the Wool at I�:.-,^t C. i.rictl<�z,. .1209. 1 6. Walls within 2 =i Pet 0L -iurina1z and water c•ioi3ets shrai l have a . smbiptnT h.:;rd .non ibsorhnnt. "t;vrl cc, to a h<: i.c�t,t di' ! fart ..;how, th- far�c� -> �_ In'_sulatz. LlsltCrla3S . �Xid1;L .11avC ;K fIame-sproad rat inq_Af ?1C inox— th' " Y':9 r1 lC3 l ;:r o .'C` f C*31C*j Cif C'f1 '117Lat�: c7j' 'i'li)t r1Ur�' 1Corlc Lilcd instcll�aLlon) and $C .•3'i 3 (exposed installation'), sg' 2. , ;�'tlrC =;ugh ':anaterial >>?:,,. lspaces,, 3 „t r �n�;:zl_Pd in -Corcca"ed ;lhf. °flame _rnoko dov"Lc]Fs;`d i.i:nit.�t crru:: tic3 n:ut Lpply cvvcrings ':and laycis cif 'rO:1iectlye roil tha;, are installed 'r,el;}nc� . n-;;aib Luntial co ,r..act with thc• unexposQ.d surface of the CC=;iLI._L T D'Im :p ���ti� 1. V,uiatlnns: Ors: xc�clui rc'd :r_ra i r. pc,e tc�ctCd. -- Sic r�i�DTT� t3N1� RE601RF'MP_NTS: .: Fc,r 'S-� ri•^Flat cY For, .Is ocap,ancy 9 0N ' } � s yyyy 217C, ect' I . : Bluo Lakes Fond 7249 P.1 r' l.:Jt;t.':: 1iTcat Ncart;h A'ICCE J P4J F -FTiCILITIES: N(�J ;,., l,..r.{'JJt v]:, Yip'>i_r?f�, :;r;Ct1:017 f11JJi'It7('r:: i ].cst4:'t! }i(`.(7W rli'f' f. i"Grn :/atvSI All ' . 1-1998 WATER FOUNTAINS AND WATER 'CflC7LFRS: t .coJnoly w 1 t.. t t iil- f 1 i.cwsrI., spout = tv be with,- -30 lr_c:'ic 3 .G� _.rhe floor. - -Sec. 602. 4 ?. poii.t. lrra�nq�d for paralle . approach -:hall be 1 or_11t,od 3 112 i rJC:ttr`:: m•J::iJrJutti 1 rum �ht_ !rtar-it_ od(go. Lai l... W.Lh_ a I (,)r'•w.J rd ..ppro,.tch stJLll have the !�,pout 15 incises minimum from the vcttical support f, a.rid 5 inches, maximum from Lh(? frant-. cdgc of i-' tinit. s. 3. Spouts shali provide 2 T1Gw of water 4 inches hc.Lght minimum. -OTLET f-'ACILTTIES: 60. li1C:}l ta]rl?JI<�tCC lt]Cii]r! sr).icC' o :t?rrF)!"d ']7.IC:1` 3r. 'utic toilet r=r,. SoC. oors` shall -not .swing into the clear floor space for any r .xt ti"c_' fl . 6C3. "s r`xc pf. ir)s t[�r r.corn:. u::0d Lor irld:.v:idu'll u::(!. / ' ;..water'': sham be nountc•d adjacent to a S1Cif3 wall or pc3rt1JTloIt '�'C l' G1;`i�i217CZ from the side'• wall orr�Xt ��lUll to T. P,. y`� �:^cn , �3t7it:� [y� th<• w.AuJ t;t<7::('t. ::h.Jll Lit 1t� Lcj ''r•: an. a!7��. :? a ,' .�11, S :tin "ice. LLv sib F water cicso i.7 not iri a ccmpaxtmeilt ��g 3 ��C)u r1C.+� r 7"Cetllad the water c g..lo . vt` EU : im .tal1 he li�C}lt_`:i 11T i]m. 1+ � F� a ;a� J TP<'rJt 1'C•G{ y '_-?"�]!'iiC�1Cu1._ir �_C7 t.Ml<: ::1.Lyi• 4✓.J1�/ :!ISC �i�� 177Ci:r .:_; lil_1111iiJ:lTi, i :C. 604 .3 .t C ti7 2 ida 1 u k,M r So, Whe1r .tl� r_Cc?.�S7 r�1c water closet is in L C.C?i1�,, mcnl. c ,�k` tV � vt,''i�. '4 i�V}'C•t_.lch,i,ir alf^C t_ti ti.la.?1L` GOlrlprl7'i:fflr•ril..`. 2:t3r..11 .1]C! « ).il::tlt..`..' WiC�i? 1. r ��n' xb. z• i r Y T l .Lich ?���t m nX(ntnrrJ ltitastz ed +pexnerciic:(a_a_ to he s de wcill., and SC �� pd. ep minimtiirt` uz wall hiar.c, w.:,;13C ?_lea r<:t:; grid 59 itir_.tic::: c?rc}� In uIltod water C:los( L!3, S i:asuri-'C �7(_`.'".iJ<:I1C{1CL'la�:: to tho fi rr.rar .wal.1 Jcc@ .8. 1 . 1 VM t � rnip<frtrilC`r1( ...CiG�T^ ..hr1� f?C)t. !;1�Jiltt ]Ilt O tel<: I:rl fi JTfllJm I('.Cji:i r(`d e iiU4�� ��y�omp��rt�ircartt �irt�a. ® r� 1 i 'Project Id. Blue 1,akes Fo-rd AdCirP,F.s, 1,243 Byiar. Lak,< c, RJ,vd . North 5 Crab bars shall have a circular cross section with <1 diarrete.r of T /�I inch rninirnurrr , iid 2 ir:c:h,':: rri } ::rnurn, or r:n.,ll Crrovicit' a lent graspability. -- Sec. ti09.2 }le ;;j;pace b r-,:w c-r,n thy:,• wi_ril and th!=• gr31^ ba hall be I 1/2 inch(. 1 . 609 J _,Grab !Dyrs shall _too mount-Cd in z horizo_^_Lal position 33 �11C:Ii!3� 7r i n).JrlUlYl u.7id 36 inches r(I,,j��i (IUILr i,ibUJC the (1i r'. 6nr1. !. -id-, wall gr..ib rb,Jr"•: .jro ro(J!.r.11_,_r" L•U .;L.1C'l. td7 (,!: Ir i2 iriC:i,2'.' ol triL' backwa' ! sand extend tC 54 inch-s from the back wall . Crhe rniniraure lFrigth of tho bear L., 62 in) b. '.trw roor bUl. ::Brill be 24 ill iol`g. Rlil?1nd7l, r.C;�nLC.'_1(-d Uri L"h(2 water cac,,set. Where apace permits, the bar shall be 36 in 7c>^c: rriar;imum, with rh(,, Lddir_ion;al lc:nqt.h providc.o crl _hc- t.r.lrlw Lcr ..ido. -- Soc.. E04 . b.2 V. The. tcp of the wr�',,tcr closet Seats ;hall be 17 tC .1� inches, abovre rh;: )t)n,,. - Scc. 604 .4 I_ ACC sSib_l • ur.irnalc shall be of the _tL�i.11 L Pn 01- Wall tlutig VviJ tl the rim at 17 inct!es max.-LinuIn above -the floor. -- Scc. 505.2 8 %;cC:r,r:.itl.r: I.v.jWr. r . ::h• 11 bo mount.Od wi i.t! Lrtr rim 34 irich,:.. max2_Tr11_1M a`bove`' th6 iloor. --- Sec. 606... 9 Siriks uhall be F' 1/2 inches doep m,ax.mum_ -- 5cc. 606. S ly rrid- dr-:in ,p.Lput; -:ndor I.,v,:L•(,rir';r ::Bali l)r J.ns,uiat.ed Cr. c`the rwi,-;- .heated tv pi-otcct agains c ccnLaCL . i_•,: T srrc�y :;} . 11 -br- rnoun,,c .Wi-t:i, I.N: t;,:Aa.:C.rrt r_dryQ of ..no rt!i ir:rL.incJ surface dC ;inches iraxrrruLi :, bc'✓c .Lhc door. -- ScaC. i60 3 . _ ,,:�,Y�4+;(�� '�r'Ta,� :f &.s ,�~Y .§•� tip: t�q �r:: n 1v a �y d " y%s e'' f xs•e:u 'b"r ° .b e. x t},, c It 1 $, s � . t;rr3 14. r_•vi(wr Lor_ Psc7Fct Td. : Et?}tc: Lames Ford 5 �. T � � IiC', T.,t.kr`!: "131vC1 q e •��,P7ING EiEt�UInE's�1Et'JTS' t" �" , °: . rfn bra kl".1%.1r(.ir,)ta!: .Ioc�)tinn.—: 1 : roquJ.Y-'ll i�o ](? tJl }a�s� � `m b. cil- asiri ma r.i l Se, 24 If y'or.-a ;.c+ra 6" . 2406. 2 )nc3 in <w 1'ngincI ti,•.)c:_":: �.::��u t. j•� lc;u;:.A� .: . u * _Oi it g._ n_fixed �arid sliding panels nt 1S Ui :sliding patio -door-m3semb15 �-lnrl iar.^ls in .;]. �9ing and -fold r.lo,pt door av _<:iablir.^ Lttartn dour't;. 4 C��aziny i n =1 unframed swinging doors. �7- rla, nq Sn dnnYr )nd (.nclosurn=:^ for hoL tub,;, whirlpool`i, :•;.l+Jf:ial.;, :m-L(:i_A ro oxis, hrl th L ubs ind _,hower z;. Glazing in any portion of a build iag 4J6 i enclosing rr� L1iC' iC com.partmenr_s where thr-- bottoir, exposed J.c;r of "thc' g7.':"a nq i.. lore thin C-:i7 rx,hr .. .)'r](Jvr' ^1.and i ng 6: Gi+:zirig ir, fixed or operable panels .-Iajcaccr:L to c't Cl(7C)T" °n/!y(�YC� LtaC nearest exposod edge of thc: glazing is within a 24-inch arc of Vr'rt]C.11 (''C1Clt! c)' tho door in .1 cjv:;(%d F):?::ition ;rid whor•(' ,-,}. •rotr-otit cxposed edge o{ Lhc, glazing is des:; L.hcan 6C inches above the walking surface. F::,a•:ow.. i on, : t'rancl., t•horo I.11-ro i on anLorvur) ; nc; vio 1 l or other permanent barrier between the door arlci glazing. Gl.a z inq an' ';un Individual f-jveo or operublc pan(-1, other• t.harl r.hesc iLtni:., !) ,;rid G ,-bovo, than, moot:. .} l l vl tray.: f i owing conditions; "Fd area of on individual panr..• qrc::,:}Lr:r h,t -in 9 sq:]ar< Er_per t 1_xf>���d •.botrc�tn (;dnt_ l r; than 18 irr_ho.i <jbove Lh_• Lloor. Exposed top edge greater tha;� 36 irchcs above the Hoof. D. One or r(mor<i walking surfrz.scn within 36 inc::hc;;; hori 7Or.,t,-lI 7 y (:,i pl3nn G'. UIC glazing. Se G as I-!S0d a _ stfuCLural balustrcde, panels in r'aiiing .^-,hail .l aire. e constructed of either_. sir.g1 .fully* t.runpP.rTad glziss, .laminated fu'Lly `` tc-mr3oroc3 'cal . ,... or 1.}r-dn•?t<-:�Ci D ( ?RJ1wIACUnit 11 n— �C/ J T-BoamE6`1050r.�iN"mbv o 1� 20" TJL Open Web Truss @ 24 o/c 0 LP/ Pagel Englnevarsu4?QEs THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /j Member Slopes,3112 Roof S1013e.31t2 Overall Dimension:27.4 itr t 2 22'tom, AN dimensions are hod of W. Product Diagram Is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Snow(psi]:25.0 Live at 115°6 duration,20.0 bead Vertical Loads: Type Class Live Dead Location Application Comment RECEIVED Point(lbs) Snow(1.15) 0 300 6' - 2 5 2005 SUPPORTS: Input Vertical Reactions(Ibs) Detail Other CITY OF TWIN FALLS Width Llve/DeadlUplift/Total BUILDING DEPT. 1 Stud wall 5.50' 5331 M/011165 Wall 2x_Blocking 2 Parallam PSL Beam 5.25' 854/76310/1618 Bottom Chord Clip Steel X-Bracing -Left Support:Top-All,Approx.clip height:1 5/8",Approx.dip width:7 3116",Allowed choice(s):TOP(NO-NOTCH),TOP(U-CLIP) -Right Support Bottom- 11�pprox-Approx A rox.Clip width:61l2 Allowed Choice(s) BOTTOM(U CL1P) DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1135 1135 1591 Passed(71%) Lt end Span 1 under Snow ALTERNATE span loading Moment(Ft-Lbs) 5639 5416 12878 Passed(42%) MID Span 1 under Snow ALTERNATE span loading Live Load Dell(in) 0.138 1.070 Passed(L1999+) MID Span 1 under Snow ALTERNATE span loading ---Total Load DO(in) 0.288 1.427 Passed(LJ892) MID Span 1 under Snow ALTERNATE span loading _mot_ -(Wection Criteria-STANDARD(tt:U240,TL-17180). -- - -Allowable moment was increased for repetitive member usage. -Braang(Lu):All compression edges(top and bottom)must be braced at 8'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Thg load Conditions considered in This design analysis include aftemate member pattern loading. '05 �I PROJECT INFORMATION: OPERATOR INFORMATION: Blue Lakes Ford Marts Gordon Darren Hall Construction Trus Joist Twin Falls,Idaho 2910 E.Amity Road Boise,Idaho 83716 Phone:208-395-2400 Fax :208-395-2443 gordonmCirusjo ist.com Copyright o 2oo1 by ^_nib Jcint, a Wcycrhaeuccr 3Uein057 TOM and Para_lam are =epirtcred trademarks of 'true Joist. TJi",T.n. ,71LM ,r,.X ,TJS" uTui TJJ' e.rr Crndruerkn o[ TNe Joiit. Ct\Program ri_oc\True Joitt,TJ-Scan\Job Filrs\bluolakwaedn.em: + — +—� RJ1w/AC Unit O y�gL0 y rA,,��� 24" o/c Ti-0oarre 6.10 Ser 11 Number:7OD4100152 20 TJ L Open Web Truss @ User,3 4122t2CO3 1 Or42 48 AM Pagel E1glneVerElor:1.,E.s THIS PRODUCT MEET$ OR EXCEEDS THE SET DESIGN ICATION AND LOADS LISTED CONTROLS FOR THE APPL everall Dlmensiou 27*41tr t 2 A8 dimenaions are horizo"W. Product D189173lrn Is+Conceptual. LOADS: RECEIVED Anaiysts is for a Joist Member. Primary load Group-Snow(psf):25.0 Live at 115%duration,20.0 Dead APR 2 5 2005 Vertical Loads: CITY OF Type class Live Dead Location Applicatror, Comment TWIN FALLS BUILDING DEPT. Point(lbs) Snow(1.15) 0 300 6' - SUPPORTS: Input Vertical Reactions(lbs) Detail Other Width Live/Dead/Upllft[Total 1 Stud wall 5.50" 53316M/0/1165 Wall 2x_Blocking 2 Parallam PSL Beam 5.25" 654/76310/1618 Bottom Chord Clip Steel X-Bracing -t eft Support Top-All,Approx clip height:1 5/8",Approx.dip width: 7 3/16",Allowed choice(s):TOP(NO-NOTCH),TOP(U-CLIP) -Right Support:Bottom-All,Approx.clip height:0.Approx.clip width:61/2" Allowed ChoiCe(s)'BOTTOM(U CLIP) E Maximum Design Control Control Location Shear(lbs) 1135 1135 1591 Passed(71%) Lt end Span 1 under Snow At,TRRNATF_span loading Moment(Ft-Lbs) 5639 5416 12878 Passed(42%) MID Span 1 under Snow ALTERNATF-span loadlrg Live Load Dell(in) 0.138 1.070 Passed(LM9+) MID Span 1 under Snow ALTERNATE span loading \Total Load Deft(in) 0288 1.427 Passed(L/892) MID Span 1 under Snow ALTERNATE span loading. 4DOection Criteria:STANDARD(LL124U,TL:L/180. -Allowable momen w or repetitive member usage. -Bracing(Lu):All compression edges(lop and bottom)must be braced at 6'5"o/C unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The bad conditions Considered in this design analysis include alternate member pattern loading. 0 W 5 °S PROJECT INFORMATION: OPERATOR INFORMATION: Blue Lakes Ford Mark Gordon Darren Hag Construction Trus Joist Twin Falls,Idaho 2910 E.Amity Road Boise,Idaho 83716 Phone:208-395-240D Fax :208-395-2443 gordonm@trusio'rst.com copyngbt o 2oo4 by ^run Joint, a Wcycrraeu tr 3usinooa TOM and Para_lanV arc =cOietcred trademarks of 'lrus Joist. T,Ti^,T•,L',?JLM'",r,71,KTTS' snd TTA' etcr [reArnnrkE of TrUn JUiit, C:\Program ri_os\Tres Joist%TJ-Ecan\J-b Filrs\bluolakwaddn.sms ilk a,u v.�a4 Permit Number '05 Envelope Compliance Certificate Checked BY/Date 2003 IECC COMcheck--EZ Soffware Version 3.0 Release la Data filename: C:\Program Files\Check\COMcheck-EZ\mk-f)rd.cck Section 1: Project Information Project Name: Blue Lakes Ford, (MiddlekauffFord) R E C E I V E D 1243 Blue Lakes Blvd.North Twin Falls, Idaho 83301 APR 15 2005 Designer/Contractor Balteus Design Group,Barrett Skiver Craig, AIA Document Author. Barrett Skiver Craig, AIA Cl BUIILDINGI DEPT Notes: For Addition Only. Section 2: General Information Building Location(lor weather data): Twin Falls, Idaho Climate Zone: 14a Heating Degree Days (base 65 degrees F): 6769 Cooling Degree Days (base 65 degrees F): 329 Project Type: Addition Window/Wall Ratio: 0.25 Building Type Floor Area Automotive Facility 1612 Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ J 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U-factors labeled as certified. [ ] 4. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 5. Cargo doors and loading dock doors are weather sealed. [ ] 6. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate airtight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [ ] 7 Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ff. in area Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Descrigt, Area R-Value R Value -Fa c t o U Factor Roof 1: All-Wood Joist/Ralier/Truss 1612 19.0 24.0 0.024 0.055 Exterior Wall 1: Wood Frame, Any Spacing 7 t 2646 19.0 0.0 0.068 0.080 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E Tinted, SHGC 0.32 513 — — 0.340 0.553 Door 1: Glass, Tinted, SHGC 0.32 145 — — 0.340 0.553 Floor 1: Slab-On-Grade:Unheated, Vertical 2 $. 189 — 8.0 — — (a)Budget U-factors are used ibr software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 24%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. t✓��2�-�- Sk�V�� c�rz.t�i�� �- i� oS Principal Envelope Designer-Name Signature Date Permit Number Envelope Compliance Certificate Checked By/Date 2003 IECC fl� COMcheckEZ Sollware Version 3.0 Release la Data filename:Untitled.cck 1 Vf Section 1: Project Information Project Name: Address: Owner/Agent: Designer/Contractor. Telephone: Document Author Telephone: Date: Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 14a Heating Degree Days (base 65 degrees F): 6769 Cooling Degree Days (base 65 degrees F): 329 Project Type: Addition Window/Wall Ratio: 0.11 Building Tyne Floor Area Automotive Facility 1612 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked, gasketed,weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R values &U-factors labeled as certified. [ ] 4. Stair, elevator shalt vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 5. Cargo doors and loading dock doors are weather sealed. [ ] 6. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [ ] 7 Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. A. in area. Climate-Specific Requirements oss Cavity Cont. Proposed Budget Component Name/Description A -Value - ue U Fac r Factor Roof1: All-Wood Joist/Rafier/Truss 1612 19.0 24.0 0.024 0.055 Exterior Wall L. Wood Frame, Any Spacing 1176 19.0 0.0 0.068 0.080 Door 1: Glass, Tinted, SHGC 0.34 126 — — 0.340 0.553 Floor 1: Slab-On-Grade:Unheated 189 -- — — — (a)Budget U-factors are used for software baseline calculations ON1 Y;and-u�e not code requirements. Envelope PASSES: Design 26%better than code S ection 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer-Name Signatutr, Date Permit Number t �Po5 Envelope Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ Solfware Version 3.0 Release la Data filename: C:\Program Files\Check\COMcheck-EZlmk-ford.cck Section 1: Project Information Project Name: Blue Lakes Ford, (MiddlekauffFord) 1243 Blue Lakes Blvd. North Twin Falls, Idaho 83301 RECEIVED Designer/Contractor. Balteus Design Group,Barrett Skiver Craig, AIA Document Author: Barrett skiver Craig, AIA APR 15 2005 Notes: For Addition Only. CITY OF TWIN FALLS Section 2: General Information BUILDING DEPT, Building Location(fir weather data): Twin Falls, Idaho Climate Zone: 14a Heating Degree Days (base 65 degrees F): 6769 Cooling Degree Days (base 65 degrees F): 329 Project Type: Addition Window/Wall Ratio: 0.25 Building Type Floor Area Automotive Facility 1612 Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] f 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R values&U-factors labeled as certified. [ ] 4. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 5. Cargo doors and loading dock doors are weather sealed. [ ] 6. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [ ] 7 Building entrance doors have a vestibule and equipped with closing devices. Exceptions: i Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. It. in area.. w Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component NamelDescription Area R-Value R- a eU Factor -F ct r Roof 1:All-Wood Joist/Ra$er/Truss 1612 19.0 24.0 0.024 0.055 Exterior Wall 1: Wood Frame, Any Spacing 2646 19.0 0.0 0.068 0.080 Window l: Metal Frame with Thermal Break:Double Pane with Low-E Tinted, SHGC 0.32 513 — — 0.340 0.553 Door 1:Glass, Tinted, SHGC 0.32 145 — — 0.340 0.553 Floor 1: Slab-On-Grade:Unheated, Vertical 2 fi. 189 — 8.0 — - (a)Budget U-factors are used for soltware baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 24%better than code Section 4: CompIiance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer-Name Signature Date Permit Number Envelope Compliance Certificate Check By/Date 2003IECC COMcheck-EZ Software Version 3.0 Release la Data filename:Untitled.cck V' Section 1: Project Information Project Name: Address: Owner/Agent: Designer/Contractor: Telephone: Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Twin Fails, Idaho Climate Zone: 14a Heating Degree Days (base 65 degrees F): 6769 Cooling Degree Days (base 65 degrees F): 329 Project Type: Addition Window/Wall Ratio: 0.11 Buildinc Tyne Floor Area Automotive Facility 1612 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ J 1. All joints and penetrations are caulked, gasketed,weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U-fictors labeled as certified. [ ] 4. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 5. Cargo doors and loading dock doors are weather sealed. [ ] 6. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [ ] 7 Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. It. in area. r Climate-Specific Requirements Gross (ZavityCont. Proposed Bud et Component Name/Description e�R Value Value U- r - t Roof 1:All-Wood Joist/Rafter/Truss 1612 19.0 24.0 0.024 0.055 Exterior Wall 1: Wood Frame, Any Spacing 1176 19.0 0.0 0.068 0.080 Door 1: Glass, Tinted, SHGC 0.34 126 — — 0.340 0.553 Floor 1: Slab-On-Grade:Unheated 189 — -- --- (a)Budget U-factors are used for sollware baseline calculations 01 e not cede rewire Envelope PASSES: Design 26%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer-Name Signature Date 1 R E C E I V E D DATE: MAR 05 �./R DRAWN BY: B-CRAIG 4 2005 CHECKED: BSC C,e11/ID,NGIDNE:fi s REVISED: 3-2-05 TOTAL REVISION, DRAWING INDEX BSC SHEET NO. DESCRIPTION T TITLE SHEET/NOTES ME` ��II r SITE PLAN 04 c�m I 2 FOOTING /FOUNDATION PLAN 3 DEMOLITION/FLOOR PLAN HAVEPRECEDENCEVER 4 ELEVATIONS SCALED DIMENSIONS. [3uildi Plan^have 5 ROOF FRAMING PLAN VERIFY DIMENSIONS AND C .n ravie ned and approv d 6 SECTIONS/DETAILS ANY VARIATIONST OF '7 SECTIONS/DETAILS 02005 BY BALTEUS DESIGN _ l ,Con dNCiion SU`)JBCt 8 DETAILS L UP(BARRETT SKIVER v is'i,Id Inspecli0n Gj THESE DRAWINGS q INTERIOR BEARING COLUMN RELOCATION PLAN I E TANDMROPERTY OF THEITECT AND MAY NOT# 10 INTERIOR BEARING COLUMN RELOCATION DETAILS PRODUCED. o-e 3 ay EI ELEGTRIGAL LIGHTING 010 04 V PLAN ANALYSIS MC Based on 2000 Edition of International Building Code ! N N Architect of Record: BALTEUS DESIGN GROUP BARRETT SKIVER GRAIL Job Address, 1243 BLUE LAKES BLVD NORTH Legal Descrlptlon, BY OWNER _ M Occupancy Classification, B•51 Occupant Load Per Area. O 00 $I, 114 51, 115 Ice _ Number of Stories: ONE I V Total. 22a � Exits Required, Basement:_Ist,2 V Floor Area, Basements Igt• *34,310 SF 2nd p , 3rd, 4Lm 2nd. 3rd. 4th. EmergeE�cy Lights. Yes x No,Stories 1 co O Tlpe of Construction. Vs Exit Signs: Yes:x No, ( 1 in Automati Sprinkler: Electrical Plans: Yes:=xx No, Yes x No WII x Plumbing Plans: Yes,_No, x j Partial Wet x Dry Mechanical Plans: Yes,_No, x Maximum Floor Area Allowed Eiy coda Wind Load,90 MPH Y SBlsmlc GIQss, D 5c�Ft.• 45000 SFIOW Load, 25 PSF Basis for Code AIIoWed Increases, FOundatlon Beoring Press", 1500 P5F Sprinklers. Yes, x No, Fire Walls Other, INCREASE IOOSS FOR FRONTAGE Req'd, Yes,—_No, X INCREASE PLANNING 4 ZONING ANAL Y,516 Re y separation es,_No x Area separation Lu ZONED LAND USE Cl Req'd, Yes,_No. x U e TOTAL LOT 51ZE 302,800 S.F.(FULLY DEVELOPED) Q Gomnents Or AssUm,�7tl0ns, * OJ R W u ECT IS FO THE 162 S.F.SHOWROOM ADDITION ay TOTAL DEVELOPED (THIS CONTRACT) NO NEW DEVELOPMENT A FORD TRAD PR EMARK ARCH ENTRY A SERVICE DRIVE CANOPY AND INTERIOR �*�`�'� REMODEL OF EXISTING AUTO DEALERSHIP. **ELECTRIC LIGHTING FOR CON�'` PARKING: ADDITIONS ONLY O CRETE NOTES NOTE. EXISTING lL SPRINKLER SYSTEM TO BE EXTENDED INTO ADDITIONS. SYSTEM MOST CLOSELY EMULATES: AUTOMOBILE SERVICE/SHOWROOM DESIGN AND INSTALLATION 15 TO BE APPROVED BY STATE OF IDAHO FIRE I. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. REQUIRED PARKING: (1) SPACE PER 600 SQUARE FOOT OF MARSHALL. 0_SALES/DISPLAY/OFFICE SPACE GENERAL NOTES �i r 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' ` Z AND SCORE MARKS AT 4'-0- O.G.0 ALL CONCRETE WALKS UNLESS U.B.G.OCCUPANCY, 51 B I. MAKE No CHANcsEs FROM THE coNTRAcr DocuMENrS WITHOUT NOTED OTHERWISE. FIRST REGEIVIN&MITTEN PERMISSION FROM THE ARCHITECT. REQUIRED PARKING STALLS: " I PER 600 S.F. WHERE DETAILED INFORMATION 15 LAGKIM5,OR IF DISCREPANGIE5 -S4 WITH A ®� 1 I1,6 75 S.F./600 = Iq 5HOULD APPEAR WITHIN THE CONTRACT DOCUMENTS,REauEST = 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C w DESIGN STRENGTH OF 4000 PSI AT 28 DAYS, INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING WITH ((� IL PROPOSED PARKING STALLS OF S5% AS PER ASTM FOOTINGS SHALL BE PLACED ON LANDSCAPING REQUIRED: 10%: 21 THAT PORTION OF THE WORK, 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED T j p-155 I. OF REQUIRED PARKING OR 3A5 AND MATERIAL PERTINENT TO THE D INSTALLED. GTURES SYSTEMS UNDISTURBED EARTH. O A DENSITY 2. WHEN REFERENCE 15 MADE TO A MATERIAL SYSTEM,ALL PARTS DEVELOPED AREA SPECIFIED SHALL BE FURNISHED AND NSTALLED. (18 x 405 = -72g0 SF T2g0 x lo% = 72q 5F 3• THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND S. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP 302800 S.F. x 3A5 = 9084 SF CONDITIONS AT THE 51TE BEFORE STARTING WORK,AND THE z r o AS FOLLOWS: ARCHITECT SHALL BE NOTIFIED OF ANY D15CREPANCIES. Q (A) HORIZONTAL REINFORCING - I DIA. LANDSCAPING PROVIDED.13,10q 5F INCLUDING 10.3-78 5F(EXISTING 4. ALL MATERIAL GALLED OUT 15 NEW UNLESS OTHERWISE INDICATED. CB) COMER REINFORCING - 40 DIA. ARTERIAL SPECIFICATIONS) AND 2731 NEW LANDSCAPING 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES UNLESS TITLE • SPECIFICALLY SHOWN OTHERWISE. WHERE NO DETAIL IS 6HEET/NOTE6 6. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, SHOM,CONSTRUCTION SHALL BE AS 5HOWN FOR OTHER AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. DRAINAGE: SIMILAR WORK. (SACK RUBBED). PROJECT 15 FOR A 1620 S.F. SHOWROOM ADDITION,A FORD TRADEMARK 6. ALL CONSTRUCTION TO MEET OR EXCEED 2000 I.B.G 1. ALL REINFORCING STEEL SHALL BE GRADE 60. ENTRY ARCH 4 ENTRY DOORS, A SERVICE DRIVE CANOPY,AND MINOR LICENSED 8. ALL EXPOSED STEEL TO BE FACTORY PRIMED. INTERIOR REMODEL OF AN EXISTING AUTOMOBILE DEALERSHIP. EXISTING LICENCE SITE 15 ASPHALT/CONCRETE/BUILDINGS AND LANDSCAPING: AR Teo NO INCREASE IN STORM DRAINAGE 15 REQ. �I�o1 NOTE; BARRETT SKIVER CRAI THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDA ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# --� OF THE OWNER AND/OR CONTRACTOR. T-title.dhq 3-10-05 11:4q:O I am EST DATE: MAR OS DRAWN BY: 5-CRAIG CHECKED: SG REVISED: 3-2-05 TOTAL REVISION, 58C WRITTEN DIMENSIONS — --- — — — — —NORTH COLLEGE ROAD— — — — — — — —�— — — HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY DIMENSIONS AND I NOTIFY ARCHITECT OF ANY VARIATIONS. 02005 BY BALTEUS DESIGN I RECEIVED GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE 1 MAR 14 2005 ARCHITECT REPRODUCED MAY NOT I CITY OF TWIN FALLS I I _ BUILDING DEPT. I LJ I j I j I I I I I I I_J L I I 1 1 L_I I I I II II II _J L_J L_J L _J L_J J L_J L_J4all.rdll�l ••L_ -J L_J I I N M r-,l r--i r--i r-i r-n 0 I I N N I I I I I I I I I I I I �_ I N N I I BLUE LAKES FORD cD aD MAIN DEALERSHIP I I NEW SYNTHETIC = HQ n L- 5TUGG0 FASCIA z O uJ DO SERVICE PARKING �- L_ 1612 S.F.SHOWROOM ADDITIO oo a 11 LANDSCAPE g W DID SERVICE PARKING BCOPE OF UJO 1� BUFFER ILu C M 13 fi F 14 Q 15 11 � SERVICE PARKING NEW ENTRY "ARCH O 18 � 2USTOMER PARKING g Fe EXI5TINGG LANDSCAPING LLLL I v 4456N891011 Z1 Lu VERIFY LIGHT LOCATIONS LANDSCAPE BUFFER V VEHICLE DISPLAY I I u- VEHICLE DISPLAY Q I EXISTING LANDSCAPING } I I O IL I I _ — ' _ _ — — EVERGREEN DRIVE — — — — — — — w MITSUBISHI DEALERSHIP Q "VALUE CORNER" N V U5ED GAR LOT °J c S d a z J SITS PLAN LICENSED ARCHITECT AR•2760 N SITE PLAN, SCALES V ■ 40'-0' NOTE BARRETT SKIVER CRAIG THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING 5TRUGTURES,51TE GRADING AND GRADE ELEVATION5 TO BE THE RESPONSIBILITY SHEET OF THE OWNER AND/OR CONTRACTOR. 1 I-site.dwg 8-10-05 12:15:43 pm E5T I SITE DATE: MAR 05 DRAWN BY. 13-CRAICS 4" 24'-2' 4" 22'-b"! ELEVATED PLANTING CHECKED: BgC - 6''2� i 0 TURNDOWNS(a GONG.CURB REVISED: 9"2-05 ALL EDGES)ON 3" PEA TYPICAL BUT MAY VARY TBgC L REVISION, --__J L_--- GRAVEL AND —_ ASPHALT ON PREPARED 4'b' COMPACTED FILL - ®q _ BASE,(MATCH EXISTING) T i 26'-10'(FIELD VERIFY NU EXISTING L16HTIN6) - p)M4 BAR TOP III • BOTTOM(GONT) HAVEPREDIMENSIONS EDENCE OVER ., SCALED DIMENSIONS. ':.•' F VERIFY DIMENSIONS AND VERTICAL CONTROL JO FL INTS O 5'-0"O.G.B VERTICAL NOTIFY ARCHITECT OF EXPANSION JOINTS ZO'-0"O.G. ANY VARIATIONS. I a ��• RECEIVED ©RODS BY BALTEUS DESIGN i GROUP, BARRETT SKIVER LANDSCAPE CRAIG) HESE DRAWINGS FF.• I + AREAS T A I L - coNc,CuRB MAR 1 4 2005 ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT w- NTS (TYPICAL) CITY OF TWIN FALLS BE REPRODUCED. MATCH r� 3-6« BUILDING DEFT T 2q'-2" 4" i i i.. 04 i•`'•.'. (I)04 REBAR a TOP O E (T1fPIG�P.L.ALI NTEDJGES) O'a 4"GONG.WALK ON 5/4•CHAMFER D"PEA GRAVEL N N 04 HORIZ.REBAR M ELEVATED PLANTING CONTINUOUS(7YPIGAU 0 0 "• ,.I BED AGAINST FND) N N I •. q'-4" I I I'..•. � SLOPE U6'd'-0' m rj ten— I - L �•,•. 1 � HOLD FOUNDATION DOWN 6" AND POUR i 1 21'9' la" O FLOOR SLAB OVER(TYPICAL® ALL I JOINT T 4 SEALANT MA TCH OPENINGS 6. JOINT t SEALANT � O VARIES $_ B 10 CONCRETE 5L ON i I a�o1IFACTIoN I Z (� 3" PEA GRAVEL b i i BUILDING (' 06 IC15%COMPACTED FILL i FOUNDATION H C A i 6 3' NOTE.PROVIDE EXPANSION JOINT coO 6 I av- TT 43'-0"(FIELD VERIFY •APPROX.ZO'O.Oa. M^ th �, -0«3-0« -0 -0« ------- ----20 q _I J 2 D E T A I L • TYP.SIDEWALK '77q'-4. r - '--- --- , e -v 9'�' NTS ' `-- i� 63'-4+ m LANDSCAPE 6'-0• +I ------ ------ ------------ � � � 'r � AREAS 4'-0' 4'-0' b'-0" F Z V-4' ¢ § 4 A" E }µ}-- Lu T 2 r 6Lp• 0` 12'-0" q'-10" 23'-2" 0'4" 23'-2' 16'-6" O Ul FTG/FND FLAN SCALE: 1/8' 5-6- IL G m a Q 106'-0" z FOOTMG/FOUNDATION I T-2' 5'-O° LICENSED 77�. Q ��• ARCHITECT -uYi I F- AR•2700 Il6'-0" L 12'-2' 1 �y\lo 10 NOTE: BARRETT SKIVER GRAM THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET# STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. 2-fnd.dwg 3-10-05 11:26:52 Om E5T DATE: FE15�3 DRAWN BY: B-CRAIG D P CONSTRUCTION NOTES RE 3- CHECKED: SW 2-05 TOTAL REVISION, REMOVE EXISTING STOREFRONT WINDOW/DOOR SYSTEMS. 58C MAINTAIN AND PROTECT GLAZING AND FRAMES FOR POSSIBLE RELOCATION. U b" METAL POSTS ❑ 5AWGUT AND REMOVE EXISTING CONCRETE TO b" BELOW E "-'-------- B FINISH FLOOR,FOR PREPARATION OF NEW ADDITION. p _ INSTALL NEW I/2" EXPANSION JOINT AND PATCH BACK NEW CONCRETE SLAB TO MATCH EXISTING. `-- - ----- 3°7° SAWGUT AND REMOVE EXISTING ASPHALT AND CONCRETE WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. FOR INSTALLATION OF NEW ADDITION. CF �_ VERIFY DIMENSIONS AND } � ---'�"'------ NOTIFY ARCHITECT OF Qp COVERED SERVICE DRIVE yp PARTS u1 D SAWGUT AND REMOVE EXISTING ASPHALT FOR INSTALLATION ANY VARIATIONS. W �io�i ` TAIL PARTS MGR § N WWQU ❑ BACK ADJACOF NEH ENT WORK O MATCH EXISTING.E FIER FOOTIN65 AND O UMNS. PATCH GROUP TIBARRHESE TT SKIVE DESIGN TER y ARE THE PROPERTY OF THE �1 > PRINTERS lo'-o" E SAWGUT AND REMOVE EXISTING CONCRETE FOR INSTALLATION B R ITECTAND D MAY NOT 2 PARTS OF NEW CONCRETE PIER FOOTINGS AND COLUMNS. PATCH I� LJ PARTS STORAGE --- ------ F - -- -- BACK ADJACENT WORK TO MATCH EXISTING. ' DISPL301 AY N }qr REMOVE EXISTING W4LL5 AND DOORS,PATCH ADJACENT CEILING,WALLS AND FLOOR TO MATCH EXISTING. N M co c E co G REGONFIGURE AND FRAME OPENING FOR NEW 3'DOOR, a 01 CUSTOMER ------------ S FINISHES TO MATCH EXISTING. RECEIVE 4.6 D 5 2z'b"t (7 M� E LOUNGE COFFEE H REMOVE WALLS,DOORS AND RECEPTIONIST COUNTER. MAR 14 2005 0 0 BAR - PATCH BACK ADJACENT WORK TO MATCH EXISTING. CITY DF T IN FALL N w BUILDING DEPT. z'-b' REMOVE EXISTING PLUMBING FIXTURES AND REGONFIGURE CANOPY 'IT' STATICN`m\ ELECTRICAL I v El PLUMBING AS REQUIRED FOR NEW HDG FIXTURE LOCATIONS 1 4 6' 8 AS INDICATED. PATCH ADJACENT WORK TO MATCH EXISTING. m GNILDREN'e 1 ___ 10'-5" v OFFICE 6 ° 6r Y� REMOVE EXISTING COFFEE BAR CABINETS AND PLUMBING VI CID z � OFFICE I FIXTURES. GAP OFF PLUMBING BELOW FLOOR LINE AND 75D- O ``w - PATCH BACK TO MATCH EXISTING. ce $O COMP. tv 4'-0' e'-b' I u x x 4 4'-0" 4°4° WINDOW W/ x a a� iv ROOM o in ❑ REMOVE WALLS AND DOOR. CONSTRUCT NEW WALLS AS F.. FROSTED "M" MEETING r K V D 3°7° � INDICATED FOR NEW ACCESSIBLE RESTROOM. O 1 'u' 4'-0" 6'-101, G 1 ❑ REMOVE DOOR AND FRAME, INSTALL NEW ACCESSIBLE ao O NISEX _ 3°7° G �� TEMP3o�o 5 L DOOR AS INDICATED. Q M M e !I N 4 0-7 1 iii °q 1 g M REMOVE EXISTING RESTROOM PARTITIONS AND INSTALL NEW SALESMEN BULLPEN SALLE ";i 3 7 GREGG,b ��u' g HDG ACCESSIBLE PARTITIONS AS INDICATED. PATCH BACK 507 CLEAR K § ° ° OFFICE DAVE R T EXISTING WORK TO MATCH EXISTING. 3 7 OFFICE ' REMOVE EXISTING COUNTERS,RELOCATED ELECTRICAL,DATA I 5 ;MEN I Ilw` AND COMMUNICATION CABLING FOR NEW COUNTER LOGATION5. El OFFICE 3°7� R 9 \ ==T W h ` �,1 T 3°b°„ F ~ t TYPICAL ° o �'� OFFICE n REMOVE EXISTING WALLS. PATCH BACK ADJACENT WORK TO D H I 1 ` MATCH EXISTING. LL 1 L M OFFICE I° ° ° °'i I ', ; n 404° 1 � _-_� _T1_p----- TOUTER I ❑ REMOVE EXISTING PA55-THRU. FILL IN OPENING,(MATCH 1L 3 7 3 7 JL F L__ +2' o °J P EXISTING BLOCK),FINISH TO MATCH EXISTING. tu FROSTED GLASS -- 14'-3' W-T' Y___ --- ----{ CI F I PARTITION(TEMPERED) / ---IL---J__1n } REMOVE EXISTING STOREFRONT GLAZING AND RE-CONFIGURE U I 4°4o- T FOR NEW 3'-O"x7'-O" STOREFRONT DOOR < I TEMP LL 1 REMOVE EXISTING DOOR,FRAME IN OPENING,FINISHES TO 40 ff MATCH EXISTING. J 1 SHOW ROOM F O 1 212120 t INTERIOR STO _ C LINCOLN Lu FRONT DOOR SYSTEM TO __ 6 REMOVE EXISTING DOOR,WRAP OPENING,NEW DOOR TO BE [� LL MERCURY 0"rf� FORD 5PEGIFIGATION5, j 5❑ INSTALLED IN NEW WALL. O TALL C Iz`Pb�� (GLAZING TEMPERED) B I d) 7'-O" ?. �L,;;; I Q Q ❑ INSTALL NEW b"STEEL COLUMNS AND FOOTINGS BEFORE W PARTITION RECEPTIONIST ° ° NTERIOR STORE II '' G I O m REMOVING EXISTING COLUMN. SEE SHEETS q 4 10 FOR INFO. (k FRONT DOOR SYSTEM TO ; N N MODIFY EXISTING STOREFRONT WINDOW 5Y5TEM FOR NEW Z FORD SPECIFICATIONS, IEl 1 c (GLAZING TEMPERED) 'ii 0 ENTRY DOORS 3 TRANSOM Q iii J LL LL ----- NTR �' -------------- ----- ------------- --J 200120 INSULATED STORE lil Ji 3' § - Z L / FRONT DOOR SYSTEM TO 20412°(VERIFY) INSULATED 2 -q" I'-b" FORD SPECIFICATIONS, WALL LEGEND O G c� 3'-0'3'-0" 3'-0"3'-0 a Z Q STOREFRONT WINDOW SYSTEM FRAMES TO HAVE THERMAL 5 1 6'-0.1 4'-0' 4'-O' \ V-0' y TO MATCH EXISTING,FRAMES 22'-3"t BREAKS. (GLAZING TEMPERED) ® NEW 2x6 PLUMBING WALL 6 '(; 2 ' TO HAVE THERMAL BREAKS. (FIELD VERIFY) INCLUDES NEW 2x4 FRAME WALL (GLAZING TEMPERED) 10'-b"x8'-O'(MIND UNEQUAL t/ LEAF STOREFRONT DOOR EXISTING 8"BLOCK WALL REVISED FLOOR PLAN A `NEW "FORD IMAGE" ENTRY ARCH D NEW ADDITION SYSTEM,(FOR VEHICLE EXISTING WALLS 6 � T ACCESS). VERIFY HEIGHT WALLS TO BE REMOVED DOOR/WINDOW NOT ( � W/OWNER. ------- ITEMS TO BE REMOVED 11 LICENSED ALL WINDOWS TO HAVE LOW-E COATING l�eN ✓ ARCHITECT b DUAL PANE(U-VALUE .34 MAX.) AR•Y7B0 ALL EXTERIOR DOORS TO BE INSULATED. (SOLID DOOR U-VALUE .30 MAXJ (GLASS DOOR U-VALUE .34 MAX) IN FIELD VERIFY ALL OPENINGS BEFORE FLOOR PLAN NOTE: BA0.RETTSKIVER CRAIG STOREFRONT FRAMES AND GLAZING SCALE I/S' I' 0' THESE DRAWIN65 PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO 15 ORDERED. VERIFY W : • - /OWNER. ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. 3 3-Plpl.dwg 3-10-05 11:44:10 am E57 LPL DATE: MAR 00 DRAWN BY: 6'CRAIG A D CHECKED: BSC B 0 REVISED: 34-05 TOTAL REVISION, BSc NEW CANOPY SI^CtV;IC'E LINCOLN .L:. %.: 77777RDWRITTEN DLE UFF" 4 .,.':.,, ";..•,�.. ;•!,. O MERCURY ry -__._ IN HAVE CA EDRDIM NSON DIMENSIONS N ,. O VERIFY DIMENSIONS AND 4 Q NOTIFY ARCHITECT OF ANY VARIATIONS. — — 02005 BY BALTEUS DESIGN \ / GROUP,(BARRETTSKIVER " \ / CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE 7;� NEW ENTRY i BE REPRODUCED. L -- - -ItNEW ADDITION PAINT TO MATCH SYNTHETIC STUCCO46 GRANITEGLADDING UTH ELEVATION M�SMOOTH METAL PANEL CLADDINGE: 1/8' I'-C' N co N FORD WHITE"BY LAMINATORS INC. RECEIVED t , 1 MAR 14 2005 L� CITY OF TWIN FALLS O. M BUILDING DEPT. m E co 40 vi T SMOOTH METAL PANEL CLADDING 00 oa FORD WHITE" BY LAMINATORS INC. CImo'' SYNTHETIC STUC CO FASCIA . :. , ..:... ,.... : '• , (PANELIZED) MARBLE CLADDING / I I C I—t3---1 J PAINT TO MATCH SYNTHETIC STUCCO WEST ELEVATION SCALE: 1/8' 1'-0' Lu 0 IL tu 0 � C 6 Z3 LL M'IDDL fCAGFf• M Q c a Z 6 \ / ELEVATIONS M -l: I I I I NEW ENTRY NEW ADDITION PAINT TO MATCH SYNTHETIC JALTECT STUCCO 780 EAST ELEVATION SCALE: 1/8' - 1'-0' NOTE:THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, AHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET# STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. 4-elev.dwg 5-10-05 11:2"1:22 am E5T oo DATE: BAN 05 DRAWN BY: B-CRAICs CHECKED: 51-0. REVISED: 3-2-05 TOTAL REVISION, • • • BSc EXISTING CANOPY LINE E _ _ _ _ 7"x24" PARALLAM II —__—__—__ - 5-1/4"xcl-I/2" PARALLAM HAVE PRECEDENCE OVER I'--------" S. VERIFY DIMENSIONS AND __________ NOTIFY ARCHITECT OF _ _ _ _ =- 5" ROOF DRAINS AND ANY VARIATIONS. OUT BACK EXISTING PARAPET 5-I/4 x4-1/2" PARALLAM ---------- -- SCUPPERS(MATCH EXISTING) 02005 BY BALTEUS DESIGN l"x24" PARALLAM -------------- -- FRAMING AS REQUIRED FOR ---------- -- GROUP, BARRETi SKIVER _ _ _ __ - 5-I/4"x4-1/2" PARALLAM cRAIG)EHESE DRAWINGS -------'--'--' -- NEW JOISTS ARCHITECT AND MAY NOT SLOPES- �--------'- BE REPRODUCED. ol -------------- -- O ---------- - 'T"x24"PARALLAM - - - - - - 5-1/4"xQ-1/2"PARALLAM ------------- -- ® r --------- o ------------- SLOPE o 04-- �----------- -- ;r 0,I\ co as SLOPED FOAM CRICKETS / N d Be Si Ts4 4FOR I -—--—--—-- r-- BEARGO•LA1FM IRELOGATION � SCUPPERS --------------- - -- INFOIRMATION - NN5LOPE5 om- — DOWN SPOUT 5-1/4"xa-1/2" PARALLAM I --- RECEIVED oco ----------------- GUT BACK EXISTING PARAPET -- C O -- --_---_ _ 4- FRAMING A5 REQUIRED FOR r--------- -- 6 MAR 14 2005 oC 'O= � NEW JOISTS �---------- -- °euILDING TWIN DFPT. Q EXISTING 5-I/4"x2'-O'I VERIFY W/EXISTING ,Z =� 2'- 7" 24" PARAL AM GLUE-LAM BEAMS ROOF 5-I/4 xlb PARALLAM ---- — _--- -- - 5-1/4"Ab" PARALLAM 0 p TYP co p GII GAT 5 ---------- - G '0 V I I I I I I I I I I I I I I I I I I I C- SLOPE---- _ 61I CANT I ---------- - (TYPICAL) ROOF FRAMING (-cANol Y) SCALE: 1/8' - 1'-0' ❑ MODIFY TRUSSES FOR — 5-I/4"xl6"PARALLAM 2x8 BA.LOOKOOTS o 24"O.G. !� TRADEMARK WALL 55 5 ER SHORT TRUSSES 6"SHORTER (OR TFV-JOIST EXNQ D B b 5-1/4"Al-1/8" PARALLAM 6 E.tRU55E5 0 32"O.G.(TIE TO EXI5TIN6 TJL5) Lu NEW ADDITION u IL a U1 Q ROOF FRAMING SHOWROOM ADDITIONS ®® � ) SCALE: 1/8' I'-0' ® ® W .Q Q 0 A m � LL o � a a ROOF FRAMING PLANE NALR NOTE- THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. 5 5-roof.dwg 5-10-05 11:28:02 am EST DATE: NOV 04 COLORED METAL PARAPET DRAWN BY: B-CRAIG GAP,(BLACK) CHECKED: BSC COLORED METAL PARAPET SLOPE GAP,(FORD WHITE) FLASH AND COUNTER REVISED:TOTAL REVISION, FLASH ON, 2xb's® 16" O.G. BSC 1/2" PLYWOOD COLORED METAL Q SHEATHING 3 15# PARAPET GAP 51MP50N A-35's FELT,MAILED AS (FORD WHITE) SHEAR) FLASH AND COUNTER I" FOAM d 5NTH. FLASH FLASH AND COUNTER FLASH STUCCO SLOPED CRICKETS WRITTEN DIMENSIONS HAVE PRECEDENCE OVER b" GANT STRIP GRANITE PANEL5(5AND) SCALED DIMENSIONS. B.U. ROOFING VERIFY DIMENSIONS AND 2xb's ® I6" O.G. RIGID FOAM INSUL,� NOTINY FY ARCHITECT OF MEMBRANE ROOFING (PARAPET FRAMING) (FOR ROOF SLOPE) C TO MATCH EXISTIN6 20U BY BALTEUS DESIGN $/5" PLYWOOD GROUP,(BARRETT SKIVER 6" GANT STRIP ����J ARPJc>TPHESE ROPERAWIFT E�ELL.ULOSE-IRSDL. _� ARE THE PROPERTY OF THE 04LL-GAV1710 ll'X r BE REPRODUCED MAY NOT \1GRANITE PANELS(BLACK) Y p FLASH AND COUNTER 20" TJL's® 24"O.G. rr�" FLASH �(/ 2x4 BLOGKIN6 P.E.TRUSSES® 32" O.G. 51MPSON A-35's a 0 5/b" GYPBD n I" FOAM 4 SYNTHETIC 1/2" PLYWOOD SHEATHING AND STUCCO,(USE REINF. 5-I/4"xlb" PARALLAM N N 15" FELT MAILED AS SHEAR) IMPACT MESH) Go 2x4 BOX FRAMING m 5'O" SUSPENDED GEILING = F„M 7-1/2" TRUS JOIST ENGINEERED (TO MATCH EXISTING) O co STUDS® 16"O.G. SIMP50N A-35's Wj oC 80 u �` z RECEIVED =Ii COLORED METAL SOFFIT COLORED METAL SOFFIT W c II-1/4" TRUS JOIST ENGINEERED MAR 1 4 2005 102 4 STUDS® 16" O.G. `n °BUIILLDINGF lVVI DEPTL` M N Z 4 N O SOLID BLOCKING AND HORIZONTAL 5Y5STOREFRONT WINDOW BRACING(® MID SPAN) EX STTEING�O MATCH GRANITE PANELS 51MP50N A-35's ® 4b" O.G.,(VERTICAL) ON 2 5TUD5 qq u7 � 111 4 Q SMOOTH METAL PANEL CLADDING u Q (FORD WHITE BY LAMINATORS ING) N J 0 !ll GRANITE GLADDING(FORD BLACK) LL 2x12 R.W.OR P.T.SILL PLATE HOLD FND DOWN b" 3 W/SEAL SEAL AND 1/2"xl0" A.B.® 32" O.G. AND WITHIN POUR FLOOR SLAB OVER III 12" OF EAGH END a `' 2xb R.W.OR P.T. SILL PLATE �L W/SEAL SEAL AND 1/2"x10" A.B.® 32" O.G. AND WITHIN 4" CONCRETE ON 95A5 12" OF EACH END GOMPAGTED FILL m LL LL 12" WIDE x CONTINUOUS z WONDERBOARD, 15#FELT,AND =—I = FLASHING® ALL EXTERIOR —�I=1p[=1 _ W/#4 REBAR®TI FOUNDATION LL H ®=1�L1=®=_ = =IIr• CONCRETE LOCATIONS —1�j]=�=®_� T1TI=ImI=N CONT.,HORIZ., d (1) #4 G ;� 4" CONCRETE ON 45A5 �_�_�_ — =1�i= REBAR VERT. ® 16" O.G., p c COMPACTED FILL 1/2" EXPANSION JOINT =1�1=1I[KI I11-11�- ALT. BENDS(TIE TO STEEL a z Q (TYPICAL) T� W7 IN FOOTING) " —I GONG. FOOTING W/(3) #4 a =III GONG. FOUNDATION WALL WALL GEC TIWITH(2)COLUMNS OF " REBAR HORIZ.,GONT. . #4 REBAR® I6" O.G.= = I =1 II11 11= = 1=a II=1 I �170_ - —I1= a =1 =jl= ==�=N ll1 CONT.,HORIZ., b (I) #4 T GONG. FOUNDATION WALL �- —III=�1 �[=f�I=ICI=1�= REBAR VERT. ® 16" O.G., 2'_pII a . =17 W/#4 REBAR® I6" O.G. T=TL=1 a —1M1=ILI= IIri- ALT. 5END5(TIE TO STEEL z =�11 GONT.,HORIZ., 3 (U #4 =13=�1,-r IN FOOTING) ARCHITECT REBAR VERT.® I6" O.G., GONG. FOOTING W/(4) #4 x SECT I ON b ALT. BEND5(TIE TO STEEL 4 + (SHOWROOM ADDITION) IN FOOTING) (9) #4 REBAR HORIZ 6 SCALE: 3/4' I'-O'6"IZ-O" 8"4 4" GONG.FOOTING V'V(4) #4 NOTE: REBAR HORIZ.,CONT. THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO \ ELECTRICAL,HEATING AND AIR GONDITIONIN6,VENTILATION,PLUMBING,EXISTING ^SECTION • (ENTRY ARCH) �B \SECTION • (GRANITE MARKER WALL) STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# 6 SCALE. 3/4' . 1'-0' 6 SCALE: 3/4' . 1'-0' OF THE OWNER AND/OR CONTRACTOR. 6 6-5ect.dwg 3-10-05 12:16:56 pm EST - DATE: FEB 05 DRAWN BY: B-CRAIG CHECKED: 5SC COLORED METAL PARAPET REVISED: 3-10-05 GAP(FORD WHITE) TOTAL REVISION, BSC FLASH AND COUNTER FLASH B.U.ROOFING COLORED METAL PARAPET GAP b"CANT STRIP 5/8" PLYWOOD SHEATHING WRITTEN DIMENSIONS FIELD FRAMED PARAPET RIGID FOAM INSUL, HAVE PRECEDENCE OVER 2xb's® 24" O.G. b"CANT STRIP (NAILED AS SHEAR) (FOR ROOF SLOPE) SCALED DIMENSIONS. SOLID BLOCKING MEMBRANE ROOFING,(MATCH VERIFY DIMENSIONS AND EXISTING) 5/8"PLYWOOD NOTIFY ECT OF ANY VARIATIONS. SIMP50N A 35 02005 BY BALTEUS DESIGN 1/2"PLYWOOD SHEATHING 12 51MP50N A-35 OR HURRICANE GROUP, BARRERT SKIVER d 15#FELT,(NAILED AS > —� I CLIPS® 32"O.G. 1/2"PLYWOOD SHEATHING d 15# ARCHITECT A DRAWINGS MAYN 24" TJL's® 24"O.C.O.G, ARE THE AND MAY NOT SHEAR) FELT,(NAILED AS 5HEAR) 'Q BE REPRODUCED. FLASH AND COUNTER FLASH ' 2x4 BLOCKING P.E.TRUSSES® 52"O.G. — I" FOAM d SYNTHETIC — GUT-BACK EXISTING FOAM STUCCO,(USE REINF. 4 AND TIE TRUSSES TO EXI5TIN6co Ll IMPACT MESH) TRUSSES 010, Iz I" FOAM d SYNTHETIC � w N EXISTING GLUE-LAM BEAM STUCCO,NSE REINF. ' -1-1/4"x2'-O"PARALLAM M N EXISTING ROOF IMPACT MESH) 2x BLOCKING N 1/2" PLYWOOD — STRUCTURE SOLID BLOCKING COLORED METAL SOFFIT 2'-0" co SOLID BLOCKING —r\t COLORED METAL SOFFIT ; GAP MANUFACTURED COLUMN 0 M ox — VARIES V SIMPSON A-35 OR HURRICANE Z MF G 0 RECEIVED V H� COLORED METAL SOFFIT CLIPS as 32"O.G. 5'O" MAR 14 2005 M CITY OF TWIN FALLS BUILDING DEPT. Illy N ri LL b"xb"0/8"5T.COLUMN r FACTORY PRIMED d 'I•x2'-O" PARALLAM BEAM FIELD PAINTED �j CONT PeLD a EXISTING STOREFRONT m P/ACTOR EEL EME SEAT O - - wIL I3/I6•0 HOLES n7 V/ � 4 CONT.WELD BEARING PLATE 1ILL I — TO COLUMN(5HOP WELD) / -- C4NT•PeLD PATCH BACK EXISTING Z 3QL Q ASPHALT AND CONCRETE 0 - AS REG. (4) 5/8"m xiI" N BEAM A.B.-b� I I I (2)5/4"OxIO•THRD-50LTS I I I 12"AZ'x3/8" BEARING fQ PLATE CONT.PELD =ITTI. 11Ll=IAA I rxlxD/e•STEEL ArIeLE lltPLATE(CONT.AM.D) Z �I=11T1= ,: u = _ (b) #4 REBAR VERT W/ Lu IJ=j�[ffTI u #3 TIES® 12"O.G. ICI=�I=n - _�_ c PACT61W RY STEEL CotUMN � _ 14"xl4"CONCRETE PIER Z Q FACTORY PRIMED `Q �=�={L� ° N 'ITll_I=fah=1 = _ -_yrn11-J�IL=W z^ a Ub4LL 6ECT10N9 1 Q {. TYPICAL CANOPY BEAM SEATB • ° ,` • GONG.FOOTING W/(5) #4 REBAR(EACH WAY) SCALE:NTS I'-8" I'2" I'-8" 4:_b. SE CT f ON s(SERVICE CANOPY) NOTE: I SCALE: 3/4' - 1'-0' ALL STEEL TO BE FACTORY PRIMED jzSEC:TION - (FASCIA) SHOP DRAWINGS REQUIRED NOTE: 1 SCALE: 3/4' - 1'-0' THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET# STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. T-5ect2.dwg 3-10-05 11:46:26 am E5T 0/ '.T2] DATE: DEG OS DRAWN BY. B-GRAIG CHECKED: 5 REVISED: 3"2-05 TOTAL REVISION, Bar_ PAINT CEILING 4 WALL ABOVE FRP TO CEILING BULLNOSE TILE® TOP d AROUND MIRRORS(TYP) PAINT CEILING PAPER TOWEL FRP/PLASTIC,LAM. d WALL ABOVE WRITTEN DIMENSIONS DISPENSER 4'-0"ON ALL WALL5 TILE TO CEILING SCALEDRDIMENSIONSVER 48"MAX. OF RESTROOM 6' 5'o" MIRRORMIRROR CERAMIC TILE TO NOTIFYARCHITECTSOF D FROM FLOOR3'0. b" _ ANY VARIATIONS. 31-p� 16�, U 4 O" ON ALL WALLS 2" 3'-6' TO CONTROL �� PAPER TOWEL 015P. ©2005 BY BALTEUS DESIGN 24"00" 24"x30" OF RE5TROOM PROVIDE 2X8 48" MAX FROM FLOOR GROUP,(BARRETAWINGR BLOCK'& IN WALL TO CONTROL. cRAIW THESE DRAWINGS ii PROVIDE 2X8 ARE THE PROPERTY OF THE SUPPORT ARCHITECT AND MAY NOT FOR GRAB BAR BLOGK'G IN WALL BE REPRODUCED. FOR GRAB BAR TTOOIILE PAPER SUPPORT C. VINYL FLOORING W/ " _ k m a s k E. INTEGRAL COVED E d BASE V) M I,3, TILE FLOORING W/ 0N a FLANGE GONERS HOT/GOLD d DRAIN COVE TILE BASE (TYPICAL) 5'-O"CLEAR PROTECTORS(TYP) 5" 3" 3'b" I'6' USE INSIDE 4 OUTSIDE N CORNERS AS REQUIRED. co SNAP FLANGE COVERS w� (TYPICAL) E L E VAT I ON 1eESTROOMB ^ E L E VAT I ON -WOMEN'.RESTROOM E L E VAT I ON`l MIEN'.RESTROOM O co A B C SCALE : 1/2' I'-0' SCALE : I/2' I'-0' SCALE = 1/2' ■ 1'-0' $_ z �W y�y O RECEIVED r��p. Wo MAR 14 2005 M CITY BILDING OF I T.FALLS DEP Lu 4 1-1/4"4P PIPE HANDRAIL U- Q d INTERMEDIATE RAIL (PAINTED) -1 HOG ACCESSIBLE GLUE DOWN CARPETING p 1-1/4"m PIPE POSTS® �- 5/4" T4 G PLYWOOD N MAX 5'-0"O.G. (PAINTED) HARDWOOD GAP 5/8"GYPBD '0 2x4's O 16"O.G.(RAKES ® IJ2 MAX) Q J 2xb P.T.JOISTS® 16"O.G. 5/8"GYPBD (RIP AS REQUIRED FOR LL 1.12 SLOPE MAX) V-0"CLEAR < —1 2x4 P.T.SILLS NV W 1/2"x4"RED HEADS Cj ® 48" O.G. � in D E TA I L ACCESSIBLE RAMP a Q 8 SCALE, NTS ol DETAILS LICENSED ARCHITECT AR•2780 �Io b NOTE: RARRETT SKIVER CRAIO THESE PRAWINC75 PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXI5TING STRUCTURES,SITE GRADING AND 6RADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. 8 8-sect5.dwg 5-10-05 12:1"1:04 pm E5T ol DATE: JAN 05 DRAWN BY: B-CRAIG CHECKED: B°�C REVISED: I'25'05• NEW SHEET,BSC 3-10-05,REVISED ' ADDITION PLAN, 1III �� JI(1IIIIII I1III1IIIIII IIIIII1IIIIII III1IIIII IIII1IIII1III IIIIII1I1I IIIIIIIII1II1 IIIII1I 9III IIIIIII IIII1IIII 1II1II1IIII IIIIIIII I III(IIIII IIIIIIIII IIIIIIIII �I�IIIIIII _ 1II1I1III __IIIIIIIII _�I1IIIIIII _ IIIII1IIII __III1IIII -III ----_,.t.1IIIlIIIIII WRITTEN N DIMENSI ONS HAVE PRECEDENCE OVER SCALEDDIMENSIONS. — — ------_— VERIFY DIMENSIONS AND1 NOTIFY ARCHITECT OF ANY VARIATIONS. 01005 BY BALTEUS DESIGN GRO sARTTSKIVER CRAIG HESE DRAWINGS ARE PROPERTY ND MAY NOT BE REPRODUCED. Q.a_7To - INEH b"O STEEL PIPE GOLUMNS °^ 1 1 I 4 6 I I co00 1 , I I � I to I I I I I I j I I t I I I I i ■ N N 1 EXISTING GOLUMN TO I I I I I I I I I I I 1 I I EXISTING b"�PIPE COLUMNS 1 I r OF�� BE REMOVED I EXISTING COLUMN TO REMAIN I I 7-1 1CL yco I I � O u]M EXISTING 5-1/5"x2'-O"GLUELAM I I a0 BEAM i i i I 1m i i I I i 1 �p u S I I I I 1 I I 1 I I RECEIVED Q M W I I I I I I I MAR 14 2005 I I I I I I I I I I I I 1 1 I CffY OFTWIN FALLS I I I I I I I I I I I I I I 1 I I BUILDING DEFT. T-4't x I " 1_ 11 . I i i li li I_ ' I 20I-4 20-0 I 1 20 0 I 20 4 I I I I I I 1 I ( I 1 I I I I I 1 I I I I I I 1 I I I I I 1 I NEW CANTILEVER AREA OF I I 1 I I I I I I I I I O 1 I I EXISTING BEAMS I I I I I I I I I I U EXISTING METAL WEB TRUSSES I I I 1 1 I I ® 32" O.G. 1 I I I I I I I I I I 1 I I I I I I I I I I Illjlljlllll Ijjl � lllllllljlll � lu lU- o a o OI 1 I I I I I I I 1 I I I I I 1 jI I I I i I I I I I I 1 I I I ' �n�^E• I I i I , I I 1 I 1 i I I I I - - 1— L_ Lifts" — ---- -- ---- ----k--------- m I � � 1 t-------------� s--- -- --- ------------------------------------------------------------------I G Lis �e`9� ROOF RE-BTRUCTum ROOF RE—STRUCTURE FLAN LICENSED SCALE:3/16' ■ I'-0' ® ® ARCHITECT AR•RTBO �DO`o NOTE: BARRETT SKIVER CRAIG THESE DRAWINGS PREPARED A5 A PARTIAL ARCHITECTURAL 5ERVIGE. ALL FIN15HE5, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING 5TRUGTURE5,51TE GRADING AND GRADE ELEVATIONS TO BE THE RE5PON51BILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. ^ q-struct.dwg 3-10-05 12.17.51 prr E5T y DATE: MAR 05 DRAWN BY: B-CRAIG CHECKED: 5w REVISED: 3-10-05 TOTAL REVISION, BSC WRITTEN DIMENSIONS HAVE PRECEDENCE OVER _ SCALED DIMENSIONS. VERIFY DIMENSIONS AND — NOTIFY ARCHITECT OF ANY VAR LEGEND 02005 BY I BAILOTEUS DESIGN GROUP,(BARRETT SKIVER I 71 CRAIG)THESE DRAWINGS I SUSPENDED CEILING® I2'-0" ARE EPROCT ANDMAOF E I A.F.F.(2 x2 GRIDS, b SLT BE REPRODUCED. I EDGE PANELS)(MATCH EXISTING) I I TAPED,TEXTURED AND 1 PAINTED GYPBD CEILING O N M 10'-0" A.F.F. a a O � MVN 1 aD a0 I I I LAI. co -- _r CL F•-M rr i 3Q --r Jt - - ° '� ELEGTRIGAL LIGHTING SYMBOLScc u o 1 �_'_ ••; c/� SYMBOLS DESCRIPTON RECEIVED uJ 1 p M w / :�t�, •. I 0 INTERIOR RECESSED DOWN LIGHT(15 W,120 V) MAR 1 12005 :•'.. 24"X48"(3)TUBE FLUORESCENT FIXTURE 0Buu°owGDEPTT. I 1 (TROFFER)W/ELECTRONIC BALLASTS (T-8),d PARABOLIC LENSES. 1 1 24"X48" (5) TUBE(5URFAGE MOUNT) FLUORESCENT FIXTURE N/ELECTRONIC BALLAST,(T-8) I I I � I 24"X24"(2) U TUBE FLUORESCENT FIXTURE(TROFFER)W/ELECTRONIC BALLASTS jLL - I (T-8),C PARABOLIC,LENSES. G. - j DOUBLE SWITCHING FOR 50% REDUCTION V j _ S 51N6LE POLE(ILL = ILLUMINATED) u- R'• j B EXHAUST FAN(VENT THRU ROOF 1.5 50NE5 MAX) _ a 4 j 4te EMERGENGY LIGHT5 j j O LIGHTED EXIT 516N5 Q IL NOTES: V/n GL I. ALL ELECTRICAL TO LOCAL /STATE CODES t I 1 I I ELECTRICAL NOTE m In � THESE ELECTRICAL PLANS ARE SCHEMATIC IN Q I NATURE b ACTUAL CONNECTED CIRCUITS ARE TO BE DESIGNED 3 INSTALLED BY A STATE OF IDAHO G Lu LICENSED ELECTRICIAN. p^ Q e -- FIELD VERIFY ALL ELECTRICAL APPARATUS AND a Z 6 I — I VERIFY DEVICE d COVER PLATE COLORS AND I� y FIXTURES WITH OWNER BEFORE BIDDING AND I— I INSTALLATION. ELECTRICAL LIGHTING I _-------- -r- -------�-�-------------------------------------------- LICENSED ... �❑ - �n fir\, fr f ARCHITECT NOTE: RA0.RETT SKIVER CRAIG ELECTRICAL LIGHTING ®® THESE PRA4INC75 PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO SCALE: I/8' ■ 1'-0' ® ® ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,5ITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET OF THE OWNER AND/OR CONTRACTOR. El = el-elec.dwg 3-10-05 12:11:38 pm E5T DATE: NOV 04 DRAWN BY: B-CRAIG CHECKED: 55C REVISED: DR WING INDEX SHEET NO. DESCRIPTION T TITLE SHEET/NOTES I SITE PLAN 2 FOOTING/FOUNDATION PLAN WRITTEN DIMENSIONS HAVE PRECEDENCE OVER 3 DEMOLITION/FLOOR PLAN SCALED DIMENSIONS. 4 ELEVATIONS VERIFY DIMENSIONS AND ARCHITEC5 ROOF FRAMING PLAN NOTIFY ANY VARRIATIOIATIONSS.. OF (7 SEGTION5/DETAILS 02004 BY BALTEUS DESIGN BUQd1Elp Plan have 1 5EGTION5/DETAILS GROUP,(BARRETT SKIVER �lI tOInBIEIOd 811d 8Ppf0Y0d ARE THE THESE DRAWINGS 8 DETAILS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT gcanstu donMed EI ELECTRICAL LIGHTING BE REPRODUCED. l o FWd bropOCUOfl RECEIVED n°' S DEC 0220% �o 0� ZOF IWDDINEPTL FAL g N LDIN P P �O N M C' PLAN AN4L�►'5I5 Based on 2000 Edition of International Bvilding Gode Architect of Record, bAkU-1;U5 1 516N GaoJP job Ad&ess, 1243 BLUE LAKES BLVD NORTH W M Legal Pewirtlon: BY OWNER Q OW OD pu par"Glass ation. B,51 acot pant Load Per Area: oG g O yl• 114 y 15 Nurber Of Stories: ONE Total. al Z 229 H 0 Floor Area: 6Ats Requred: Basenlarlt:_Ist:x a lJ O Basement: Ist. -54,332 5F 2hd; 3rd: 4th: Stories N 000 W 2Id. 3rd. 4th. Emergency Lktlks: Yes: x No: p M° Type of Constnxtlon. VB 64 Signs: Yes:x No, ktomatk Sp Ier, Electrlwl Plans: Yes:=x No: Yes x No Full X Plunbhg Plans. Yes.—No, x Patial Wet x pry Mechanical Plan, Yes:—No, X Max"Floor Area Allowed By Code Wind LOW,9O MPH Seismic Glass: D 5q.Ft. 45000 Snow Load, 25 P51' Basis for Code Allowed kxeoses: Fow0ation B"Pressure, 1500 PSF 5prWclers: Yes:x No: Fire Walls LL- QthW; INC, 5E 100%FOR FRONTAGE Req'd, Yes,_No, x INCREASE 0-4-4 Sepaation re LL- PLANNING � ZONING /ANALYSIS Area Yes � x u Req'd: Yes._No, X Q GI u Q ZONED LAND USE 0 PROJECT 15 FOR THE 1465 5F.SHOWROOM ADDITION, (/ TOTAL LOT SIZE 302800 S.F. (FULLY DEVELOPED) Comments74 S. . N or pssVESTIr�" l� Il4 S.F.ENTRY VESTIBULE ADDITION A SERVICE DRIVE CANOPY AND INTERIOR � O TOTAL DEVELOPED (TH15 GONTRACT) NO NEW DEVELOPMENT REMODEL OF EXISTING AUTO DEALERSHIP. "ELEGTRIG LIGHTING FOR If ADDITIONS RK ONLY Q /-� t PAWING: NOTE EXISTING SPRINKLER SYSTEM TO BE EXTENDED INTO ADDITIONS. 5Y57EM CONCRETE NOT�S MOST CLOSELY EMULATES: AUTOMOBILE 5ERVIGE /5HONROOM DE510N AND INSTALLATION 15 TO B BY E APPROVED STATE OF IDAHO FIRE l�l MARSHALL. REQUIRED PARKING: (11 SPACE PER 600 SQUARE FOOT OF GENERAL. NOTES 9 I. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. SALES /DISPLAY/OFFIGE 5PAGE Z I. MAKE NO CHANGES FROM THE C.ONTRAGT DOGUF'IE•!TS WITHOUT 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' UB.G.OCCUPANCY: `'I B FIRST RECEIVIN6 WRITTEN PERM155ION FROM THE ARCHITECT. AND SCORE MARKS AT 4'-0' O.C.• ALL CONCRETE WALKS UNLESS WHERE DETAILED INFORMATION IS LACKING,OR IF DISCREPANCIES NOTED OTHEFKUISE. REQUIRED PARKING STALLS: 4 1 PER 600 S.F. SHOULD APPEAR WITHIN THE CONTRACT DOCO-ENTS,REOLJEST 523 5 F /600 = Iq INTERPRETATION FROM THE ARCHITECT BEFORE PROGEEDIN6 WITH 11�3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-J4 WITH A THAT PORT1oN THE Q DESIGN STRENGTH OF 4000 PSI AT 28 DAYS, PROPOSED PARKING HE STALLS: 21 2. WHEN REFERENCE 15 MADE TO A MATERIAL SYSTEM,ALL PARTS r AND MATERIAL PERTINENT TO THE MANUFACTURES SYSTEMS 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY 5PEGIFIED SHALL BE FURNISHED AND INSTALLED. w LANDSCAPING REQUIRED: 10% OF REQUIRED PARKING OR 3% O OF 95 a AS PER ASTM D-155�. FOOTINGS SHALL BE PLACED ON DEVELOPED AREA 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND Q UNDISTURBED EARTH. (18) x 405 = 12,10 5F, 1290 x 10% = 12ci SF CONDITION5 AT THE 517E BEFORE STARTING WORK,AND THE o_ z 302,500 S.F. x 3% = 9064 5F ARCHITECT SHALL.BE NOTIFIED OF ANY DISCREPANCIES. 5. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP 4. ALL MATERIAL GALLED OUT 15 NEW UNLESS OTIE"SE INDICATED. AS FOLLOWS: TITLE NOTEe (A) HORIZONTAL REINFORCING - 40 DIA. LANDSCAPING PROVIDED 1310q SF INCLUDING 10318 SF (EXISTING 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES UNLESS (B) COMER REINFORCING - 40 DIA ARTERIAL 5PEGIFIGATION5) AND 2131 NEW LANDSCAPING 5HOM,GALLY LICTIf4 OTHERWISE. WHERE NO DETAIL 15 SFiOV1d,GONSIRUGTION SHALL BE AS SFFOY'N FOR OTHER SIMILAR WORK. 6. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL NAVE ALL VOIDS, DRAINAGE: AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. b. ALL GONSTRUGTION TO Ft�T OR f,CC.EED 2000 IBC. LICENSED (SACK RUBBED). PROJECT 15 FOR A 1468 S.F.5H01,11ROOM ADDITION,A 14 S.F. ENTRY ARCHITECT VESTIBULE /AIR-LOCK ADDITION,A 5ERVIGE DRIVE GANOPY,AND AR 2780 T. ALL REINFORCING STEEL SHALL BE GRADE 60. A MINOR INTERIOR REMODEL OF AN EXISTING AUTOMOBILE DEALERSHIP. B. ALL EXPOSED STEEL TO BE FACTORY PRIMED. EXISTING 51TE 15 ASPHALT/GONGRETE /BUILDINGS/LANDSCAPING NO INGREASE IN STORM DRAINAGE 15 REG. BARRETT SKIVER R NOTE: THESE DRAWINGS PREPARED AS A PARTIAL ARGHITEGTVRAL 5ERVIGE. ALL FINISHES, sTATEOFI ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHE STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE ONNER AND/OR CONTRACTOR. T-tltle.dw�) II-50-04 6:05:00 pm 1,15T DATE: �KN�Or�VV A0I� DRAWN BY: L— CHECKED: ow REVISED: _,,A-T WRITTEN DIMENSIONS HAVE PRECEDENCE OVER — SCALED DIMENSIONS. e — — — — —NORTH GOLLEGE ROAD— — — — — — — — — — VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY VARIATIONS. Ir_ 02004 BY B S DESIGN GROUP RRETT SKIVER CRAII I )THESE DRAWINGS ARE E(PROPERTY OF THE I I ARCHITECT AND MAY NOT I BE REPRODUCED. Lu I L_J I I I I I I I I ~ J Ik 4 I I II II eIILq II kqIIL I W Li I > I PO -- --, -- _ I a a I i 1 —�r--1 r—�r—�r—'1 r—�r—� ��<* �� 11ti �_ I I I N N I BLUE LAKES FORD ____ MAIN DEALER5HIP (4�< Do ' 23 1(oT Set co,: L_ `o NEW SYNTHETIC ----- Q M M I } 4 STUCCO FASCIA z � � �O 1465 S.F.SHOWROOM p 0 5ERVIGE PARKING — L_ 4a ®� L t OFFICE ADDITION I J l7 = m z Is aZ—f; u o0LijkA LANDSCf E i Q Q M 0o 11 —■1 12 BUFFER i 5ERVIGE PARKING SCOPE OF wo b 13Lu 14 1ry 1 I I 5ERVIGE PARKING Z 1 $ $ 114 S.F. ENTRY VESTIBULE � 18 CUSTOMER PARKING 9 I 2 3 21 ' EXI5TIN6 LANDSCAPING $ I R 94561as1011 21 $ L u VERIFY LIGHT LOCATIONS LANDSCAPE BUFFER VEHICLE DISPLAY i I I VEHIGLE P15PLAY $ I Q $ $ $ $ w If EXISTING LANDSCAPING I 1 Q $ cA _ _ _ — — EVERGREEN DRIVE — — — — — — — (� W 4 T "VALUE GORNER" MIT5U515HI DEALER5HIPuj r ID U5ED GAR LOT J U Q �Ra+'l%tr /=laredRf� O C Z d z Q /,V7 zinc=r 111� is� 3! 506.Z LL 71 3o 5 J,75 NTE ftm;;Dj 9 aao +6 7S-0 45,7SO d� LICENSED SaL'3 du9 /S7So r77/aoo - 4Z/7So 5G a ARCHITECT AR-27B0 �a�/S-I sPxl IJ PeFtJc7� S-4i� SITE PLAN a.,r V-u z-5,�1� SCALE:I" = 40'-OII NOTE: BARRETT SKIVER CRAIG THESE DRAHIN55 PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONIN6,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. I -site. "cg II-30-04 1.27:49 prn M5T -ol DATE: NOV 04 . DRAWN BY:_-B-CRAICs r M"ATEED PLA rnNs CHECKED:_ �C 20-b'± I 4"CONCRETE WALK W/ BED I ---------- ----- 611X2'-0"TURNDOWNS(® .: COW.CURB REVISED:. I ---- -- ALL EDGES)ON 3•PEA 9/4'C KAMFER ------------- F I I GRAVEL AND a5% -- TYPICAL BUT MAY VARY .- 4 24 2• 4" I '4'-q' COMPACTED FILL =,11 .o ASPHALT ON PREPARED = i - _ � , � _,. BASE,(MATCH EX15nNs) ' -------L=_J I� it i 4 4 m �I 111 9 '&mil 21-b 28 10 (FIELD VERIFY PU EXI5TING LIGHTING) nBOTT OE XRC ) HAVE EN PRE DC DENCEE ONVER SCALED DIMENSIONS. — I ' 2 VEBZTIGAL CONTROL JOINTS O 5'-0'O.G.4 VF3tnGAL NERVY DIMENSIONS AND NOTIFY ARCHITECT OF t, I EXPANSION JOINTS 0 20-0'OZ. ANY VARIATIONS.- -gyp' i i i \bA 4 W. 02004 BY BALTEUS DESIGN. ry ry I I I In THESE DRAWINGS - GROUP, BARRETTSKIVER LANDSCAPE 1 D TA I CONC.CURB ARE THE PROPERTY OF THE - ARCHITECT AND MAY NOT I FF- 1 AREAS - BE REPRODUCED. �— 1 100''0• �g i 3'5 2 NTS (TYPICAL) MATCH a it I I I 4• 2q'-2' ry li +1 i i iy (I)04 RESAR O TOP �O J 4' I b nypir AL A BOTTOM(LL�E-vem) 4•�GONG.WALK ON 4-6 O•0, 9/4'CAW- ]2 9'PEA&RAVEL jr 0% N N l i i q-b• f3FVATFD PLANnIJ6 (I)04 HORIZ.RE BAR GOHTINUW5(TYPIGAU 00 I I 1 BED A6AIElST FND) N N SXPE WILD` 0 4 L i 6 (T HOLD FOUNDATION DOWN 6" AND POUR ® ALL — =r1/2'FLOOR SLAB OVER(TYPICAL I JOINT EXPANSION SEALANT w co FF. OPENINGS I b VARIES JOINT t SEALANT so 100'-0 i A i i �n I u 2 Q B MATCH 4" CONCRETE SLAB ON - ; G�orAGnoN Z F 6 3"PEA GRAVEL d ; E3UILDIN6 V OO LLj 20'-0" 1 GOMPAGTED FILL ; I FOLAWAT1ON C i NOTE.PROVIDE EAPAN51ON JOINT. W 00 O A 4,•0, 4'-0. i 6 i •APPROX.20'-0'O.G. 43'-0'(FIELD VERIFY) /� 6 -- -- ---- - - - --- --------- --R N vT L is. M W 2 D TYP.SIDEWALK TAIL • R 2 NTS r � p I 4 L ______ __ ____J 13'si' v i I I 14 m 61'T` n LANDSCAPE b' - - ----- 2 _ P AREAS 2 4-0• I i rr a, a- 4'-0' y- `P ry b• r 1 Lu V b. 2 Re b +, LL 1-1 w 23'-2' 10'-4' 23'-2" 18'-6' w O w u- lu FTG/FND PLAN ®\ ? d o 3'-6 + SCALE: 1/6' • 1'-0' N V W 5-0 5 Z Q 108'-0' :Q bFOOTRJG/FOWPATICN QI R T'-2" 5'-6" V 2 q 7 — LICENSED 4 4 ARCHITECT in I F- A 78 1181-01 1�1 NOTE: BAUM RIVER CRAIG THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUGTURE5,51TE GRADING AND 6RADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR 2 2-fnd.dwg 12-1-04 11:54:45 am MST r 11422 DATE: �NOV 0 1003.3.1.8 Locks and latches.Egress doors shall be DRAWN BY: y ofa key operable speromcial wedge or side without the use CONSTRUCTION NOTES CHECKED: _per of a key or special knowledge or effort. E REVISED: D Exceptions: 1. Places of detention or restraint. ❑ REMOVE EXISTING STOREFRONT WINDOW/DOOR SYSTEMS. t" TAL 2. In buildings in occupancy Group A having an MAINTAIN AND PROTECT GLAZING AND FRAMES FOR occupant load of 300 or less,Groups B,F,M, POSSIBLE RELOCATION. and S,and in churches,the main exterior door U P05T5 F key-operated doors to permitted vi es equipped with 5AWC.UT AND REMOVE EXISTING CONCRETE TO 6" BELOW r- key-operated locking devices from the egress E m B FINISH FLOOR,FOR PREPARATION OF NEW ADDITION. ----------- 0 side provided: INSTALL NEW 1/2" EXPAN510N JOINT AND PATCH BACK 30 o O i 2.1. The locking device ,s readily Q distinguishable as locked, NEW CONCRETE SLAB TO MATCH EXISTING. 0-703-7o i WRITTEN DIMENSIONS 2.2. A readily visible durable sign is posted ❑ FOR INSTALLATION OF NEW ADDITION 5AWCUT AND REMOVE EXISTING ASPHALT AND CONCRETE HAVE PRECEDENCE OVER g 5'1" on the egress side on or adjacent to SCALED DIMENSIONS. mC� 4-10' L- the door stating: THIS DOOR TO . VERIFY DIMENSIONS AND _�----- REMAIN UNLOCKED WHEN NOTIFY ARCHITECT OF m COVERED SERVICE DRIVE S;� RETAIL PARTS q ❑ SAWGUT AND REMOVE EXISTING ASPHALT FOR INSTALLATION G��/ -PARTS MGR g u W BUILDING IS OCCUPIED.The sign D ANY VARIATIONS. U shall be in letters 1 inch(2s mm)high OF NEW ONGRETE PIER FOOTINGS AND COLUMNS. PATCH 4 GROUP BY BALTEUS DESIGN COUNTER W on a contrasting background, BACK ADJACENT WORK TO MATCH EXISTING. GROUP,(BARRETT SKIVER W �C - - CRAIG)THESE DRAWINGS Q • 2.3. The use of the key-operated locking ARE THE PROPERTY OF THE E PRJNTBZS b'-0' JL device is revokable by the building 5AWCUT AND REMOVE EXISTING CONCRETE FOR INSTALLATION ARCHITECT AND MAY NOT 3o-7o PARTS 1 official for due cause. OF NEW CONCRETE PIER FOOTINGS AND COLUMNS.PATCH BE REPRODUCED. --- --- - BACK ADJACENT WORK TO MATCH EXISTING.D s4 Q PSIS N b l0 STORAGE i-------'--- 1 3. Where egress doors are used in pairs, DISPLAY approved automatic flush bolts shall be q' ❑ REMOVE EXISTING WALLS AND DOORS,PATCH ADJACENT I 29'-2•S o permitted to be used,provided that the door F ———————————————, eat having the automatic flush bolts has no ` CEILING,WALLS AND FLOOR TO MATCH EXISTING. N M doorknob or surface-mounted hardware. I O.O E CANOPY I CUSTOMER RECONFIGURE AND FRAME OPENING FOR NEW 3' DOOR. a a q i --- � FINISHES TO MATCH EXISTING. N N LOUNGE COFFEE , REMOVE WALLS,DOORS AND REGEPTIONIST COUNTER. co co BAR I H PATCH BACK ADJACENT WORK TO MATCH EXISTING. N N 'IT STAT _ _ REMOVE EXISTING PLUMBING FIXTURES AND RECONFIGURE ION 1 I I ❑ I a'-8• � CLOSET 1 I v PLUMBING AS REQUIRED FOR NEW HDG FIXTURE LOCATIONS W CHILDREN's RR 2670 26-7 '1 A5 INDICATED. PATCH ADJACENT WORK TO MATCH EXISTING. I i'-s'I OFFICE a 'M 1 Y tl� 4 Pn a'-0" e a'-0' '6 I REMOVE EXISTING COFFEE BAR CABINETS AND PLUMBING � W BDC OFFICE o I FIXTURES. GAP OFF PLUMBING BELOW FLOOR LINE AND O 1 COMP. o I PATCH BACK TO MATCH EXISTING. ce S�s J a FoR�TED .MI. M RootsMEETING fl 1 K REMOVE WALLS AND DOOR. CONSTRUCT NEW WALLS AS z F C 3-To v INDICATED FOR NEW ACCESSIBLE RESTROOM. V D W j 3'-0' a'-0 6'-10' G F o o C' 1 REMOVE DOOR AND FRAME, INSTALL NEW ACCESSIBLE H OWJ co 0 ISEX 3070 I TEMP3o70 5 j = L DOOR AS INDICATED. p Fv ` M 30-1 A ?z I ° REMOVE EXISTING RESTROOM PARTITIONS AND INSTALL NEW SALESMEN BULLPEN SALLE 3o 7 GREGG'e I g HDG ACCESSIBLE PARTITIONS AS INDICATED. PATCH BACK CLEAR g OFFICE DAVE 14 EXISTING WORK TO MATCH EXISTING. K v 3070 _ r _ _ _ R OFFICE I ° 1 1 ;MEN �(L I REMOVE EXISTING COUNTERS,RELOCATED ELECTRICAL,DATA 1 `' OFFIC 307° AND COMMUNICATION CABLING FOR NEW COUNTER LOCATIONS. TYPICAL 1 30 7o "'Q " "' OFFICE OFFICE 3 6 I I " REMOVE EXI5TING WALL5.PATCH BACK ADJACENT WORK TO Q � 1 L M 4 -- ?� El MATCH EXISTING. D I H 4*4o 12 3070 T MP TOWER 7 ^ a REMOVE EXISTING PA55-THRU. FILL IN OPENING,(MATCH LLL 3o Jo F +2' e a I EXISTING BLOCK),FINISH TO MATCH EXISTING. J FROSTED GLASS la'-a a'-e' ; 1 1v UJ PARTITION(TEMPERED) / I a -0 REMOVE EXISTING STOREFRONT GLAZING AND RE-CONFIGURE RE s Q & i �v FOR NEW 3'-O"X7' "STOREFRONT DOOR I TEMP Q REMOVE EXISTING DOOR,FRAME IN OPENING,FINISHES TO '+ SNOW ROOM I I " G MATCH EXISTING. _J LINCOLN 18'120 INTERIOR STORE I p W O MERCURY FRONT DOOR SYSTEM TO ¢fIL 6 REMOVE EXISTING DOOR,WRAP OPENING,NEW DOOR TO BE {� FORD SPECIFICATIONS, El INSTALLED IN NEW WALL. Q T-0" TALL (GLAZING V/c0 TEMPERED) ..AA P 1�A I----�I. B 1 � �ARTITION 120120 INTERIOR STORE U m a RECEPTIONIST v FRONT DOOR SYSTEM TO j FORD 5PEGIFIGATION5, h� C — N MATCH EXISTING(GLAZING p o (GLAZING TEMPERED) 0, p SPACING Z s'ex..r..b a W �- --�- IU U. I \ Zo333>L 71.s'=Id545,F. --- A ary ENTRY' ----------------------- ----------- 19e120INSULATED STORE 441r - 153 4 3'-0 6 1 Q FRONT DOOR SYSTEM TO 3gg3J W (VERIFY) INSULATED 18'-2" 2'-O' FORD SPECIFICATIONS, WALL LEGEND Q C e-0 18'120 r45,4 aoo,fwo O __ _ G STOREFRONT WINDOW SYSTEM FRAMES TO HAVE THERMAL 34185 �OfA'- i Z Q B TO MATCH EXISTING,FRAMES 20'-2" BREAKS.(GLAZING TEMPERED) NEW 2x6 PLUMBING WALL h a'-o" e'-0' e'o a'-0' TO HAVE THERMAL BREAKS. (FIELD VERIFY) INCLUDES o NEW 2x4 FRAME WALL 20'-0' \ (GLAZING TEMPERED) IO'-6"x8'-O"(MIN)UNEQUAL MATCH EXISTING LEAF STOREFRONT DOOR o EXISTING 8" BLOCK WALL I�EvI!!D FLNIt rL/W NEW ADDITION SPACING SYSTEM,(FOR VEHICLE EXISTING WALLS AC,GE55). VERIFY HEIGHT WALLS TO BE REMOVED vtl,Dr� DOO /I.UIN OLU NOT i op ADS rqJ 64 120120 INSULATED STORE OWNS' FRONT DOOR SYSTEM TO ITEMS TO BE REMOVED C.o-ru�Nr.� ALL WINDOWS TO HAVE LOW-E COATING FORD SPECIFICATIONS, LICENSED ARCHITECT d DUAL PANE(U-VALUE .34 MAX) FRAMES TO HAVE THERMAL AR-2780 BREAKS.(GLAZING TEMPERED) mr +a",n d„PN.kt-nhG4aJ[E ALL EXTERIOR DOORS TO BE INSULATED. (SOLID DOOR U-VALUE .30 MAX) (GLASS DOOR U-VALUE .34 MAX) FIELD VERIFY ALL OPENINGS BEFORE FLOOR FLAN '0I NOTE: eARRETT SKIVER CRAIG STOREFRONT FRAMES AND GLAZING ® 'IS ORDERED. VERIFY W/OWNER. SCALE: I/8' I'-19' THESE DRAWIN65 PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FIN1511 STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. 3 3-11pl.dviq II-30-04 h1b.26 pm I le- DATE: NOV 04 L I DRAWN BY: B-GRAIL �(_ ,,.,,•�,�p �,��„y\ �P.>'yy�l'r I Cq u.l•('LL�' CHECKED: REVISED:. a E 8 � 6 r NEW CANOPY y� LINcoLN •' •MIDDLEKALIFF' . ,.' SERV'ICE' WRITTEN DIMENSIONS ` ''• HAVE PRECEDENCE M NSIOS OVER __ •• _ I" •'" .� — _.____.._ _....—N_.- N OCDRNERF AND NOTIFY ARCHITECT TO - _ ANY VARIATIONS. 02004 BY BALTEUS DESIGN t 1 •---'� / \ (N GROUP,(BARRETT SKIVER _ — _ ARE, THESE DRAWINGS AREE,THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. I NEW ENTRY 5 23 NEN ADDITION a rl PAINT TO MATCH 5YNTHETIG co 5TUGG0 M coI GRANITE GLADDING SOUTH ELEVATION co co N SCALE: 1/4' = 1'-0' N SMOOTH METAL PANEL CLADDING "FORD WHITE" BY LAMINATORS INC. co p N1 •.w 0" <M � M W co Q a F z Fo N 5MOOTH METAL PANEL CLADDING A M w FORD WHITE BY LAMINATORS ING. . .•. SYNTHETIC STIJGC.O FASC I A (PANELIZED) MARBLE CLADDING O u LL tu PAINT TO MATCH 5YNTHETIG 5TUGCO Q u- w o WEST ELEVATION SCALE: 1/4' - 1'-0' Z 6 =I m � � MIDDLE 0 Q o a z a ��. \ ♦ Q.' \\ ELENATIGNS _ LICENSED -- PAINT TO MATCH 5YNTHETIG ARCHITECT NEW ENTRY NEW ADDITION STUCCO AR-27e0 EAST ELEVATION SCALE: 1/4' = I'-0' 11'i eARunslwsRCLAIc NOTE: THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATEOFIDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING;EXISTING SHEET# STRUG7URE5,SITE 6RADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. 4-elev.dwg 11-30-04 6:55:43 pm M5T _ DATE: NOV 04 oo DRAWN BY:'B'CRAIG I. CHECKED:. 5 3' .REVISED: WRITTEN DIMENSIONS 24'TJL'S®24'Of. EXISTING CANOPY LINE ___—__ - 5-I/4"XOI-I/2"PARALLAM H AILEDDCEDENONS.I SCALED DIMENSIONS. -I"X24" PARALLAM ER NERVY DIMENSIONS AND NOTIFY ARCHITECT OF - - - - 5-I/4"xq-I/2"PARALLAM -- 5"ROOF DRAINS AND ANY VARIATIONS. --------- -' 5GUPPER5(MATCH EXI5TIN6) 02004 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER I 1 I I I I 1 I 1 I I ------ - . CUT BACK EXISTING PARAPET - - 5-1/4"xq-1/2"PARALLAM CRE THE PROPERTY 7"X24"PARALLAM I I I I I I I I I I I I I I NEW J N6 55 REQUIRED FOR _ r--- _________ - ARE THE PROPERTY OF THE O ARCHITECT AND MAY NOT I I 1 I 1 I I I I I , � 1 - BE REPRODUCED. I � O 1 --------- I 51 I ° ErIIII - -- � a �I - 5-I/4"xa-I/2"PARALLAM ® I I I I I I I 1 I I I I I I I I I I I I I T"x24"PARALLAM _ SLOPE o I I II --------- -- I 1 1 1 1 1 1 1 1 1 co a SLO PED FOAM CRICKETS co co I I 1 I I N 151�P(I� SGUPPER5 d - I II ~ I I I " --—_-- - - � - - 5-I/4"x9-I/2"PARALLAM DOWN SPOUTS I 1 I I I I 1 I I I I I I D - I -- y ao A w 2'-O" ?"x24" PARALLAM a -------- -- Wo 2'- GUT BACK EXISTING PARAPET ----- — -- 6 1 Ed 8_ E b"CANT STRIP FRAMING AS REQUIRED FOR Q NEW JOISTS —-------- - Z 5-1/4"xIb" PARALLAM 5-I/4"xIb"PARALLAM V O 00 LL — SLOPE -- 5-I/4"xII-7/8" PARALLAM b" CANT 4 (TYPICAL) u ROOF FRAMING 4 IIII SCALE, 1/8' - 1'-0. y 5-1/4"xIb" PARALLAM u- • B A _�T 2z8 811.LOOKOUTS®24'O.G. . b (OR TRUri-J015T EGNIV) b 5-I/4"xII-'7/8"PARALLAM Lu P.E.TTn155E5®24'OL. V (HAN5 ON EXI5TIN6 PARAPET) P.E.TRI65E5®24'OL.(ON EA5TIHG PARAPET) Q II-1/0 TJI/PRO 350'5®24'OL. NEW ADDITION +n � O )U- ROOF FRAMING • SHOWROOM ADDITIONS U�} SCALE: 1/V 1'-0' lY z � Q � � O 0 G Z Q ROOF FRAMM FLANS LICENSED ARCHITECT AR-2780 BARRETT SKIVER CRAIG NOTE: THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO. ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET# 5TRUGTURE5,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE OWNER AND/OR GONTRACTOP- 5-roof.dwg II-50-04 6:56:54 pm M57 LE,5 DATE: NOV 04 B.U.ROOFING DRAWN BY: B-CRAIG COLORED METAL PARAPET COLORED METAL PARAPET CHECKED: BSG GAP,(FORD WHITE) GAP,(BLACK) REVISED: 2xb's 0 16"O.G.(PARAPET FRAMING) 1/21,PLYWOOD COLORED METAL FLASH AND COUNTER FLASH 5HEATHIN6 4 154 PARAPET GAP 5/5"PLYWOOD (N AILED AILED A5 (FORD WHITE) 6"CANT STRIP SHEAR FLASH RIGID FOAM INSUL,(FOR ROOF I" FOAM 4 SNTH. FLASH AND COUNTER SLOPE) STUGcO SLOPED CRICKETS WRITTEN DIMENSIONS HAVE PRECEDENCE OVER II-1/8" TIMBER5TRAND RIM B.U.ROOFING SCALED DIMENSIONS. GRANITE PANELS VERIFY DIMENSIONS AND ARCHITE11-"1/8" TJI's 0 24"O.G.(USE 2xb's 0 16"O.G. RIGID FOAM INSUL, ANYIFY VARIATIONS.TOF HURRICANE CLIPS ON EA.END (PARAPET FRAMING) (FOR ROOF SLOPE) 02004 BY BALTEUS DESIGN OF EA.JOIST * 5/8" PLYWOOD GROUP,(BARRETT SKIVER 6"CANT STRIP * CRAIG)THESE DRAWINGS CELLULOSE INSUL.(FILL CAVITY) O ARE THE PROPERTY OF THE CELLULOSE INSUL. ARCHITECT AND MAY NOT (FILL CAVITY) BE REPRODUCED. 5/all GYPBD FLASH AND COUNTER 20" TJL's 0 24"O.G. FLASH TO EXISTING PARAPET 2x4 BLOCKING N M 2x6's(D.F.#2 OR BETTER) N w o r__F Ol Ol R-19 INSULATION 4 6 MIL V.B. + EXISTING PARAPET 6 d'a 5/8" GYPBD ,� M il co co I" FOAM 4 SYNTHETIC 5-1/4"xlb" PARALLAM ^' 0 0 1/2" PLYWOOD SHEATHING AND STUCCO,(USE REINF. Cl I " FELT MAILED A5 SHEAW IMPACT MESH 5/5"GYPBD 2x4 BOX FRAMING I 5 OD 4° SUSPENDED CEILING OD nI•^ 1-1/2" TRU5 J015T ENGINEERED (TO MATCH EXISTING) STUDS 0 I6"O.G. EXISTING ROOF STRUCTURE c4 W co g 2 51MP50N A-35's 0 24"O.G. Z f=p SUSPENDED CEILING 0 u O 12'-0" A.F.F. 4 COLORED METAL SOFFIT co 0 co 0 II-1/4" TRUS J015T ENGINEERED A M r STUDS 0 16"O.G. Q 0 STOREFRONT WINDOW SOLID BLOCKING AND HORIZONTAL SYSTEM(TO MATCH BRACING(0 MID SPAN) EXISTING) GRANITE PANELS 4 IIC 5IMP50N A-3519 0 48"O.G.,(VERTICAL) v O ON 2 STUDS METAL "LET-IN"CRO55 BRACING,(EA.SIDE) V Q SMOOTH METAL PANEL CLADDING Q (FORD WHITE BY LAMINATORS ING) v 0 GRANITE GLADDING(FORD BLACK) I- 2x12 R.W.OR P.T.BILL PLATE HOLD FND DOWN 6" d W/SEAL SEAL AND I/2"xl0" POUR FLOOR SLAB OVER A.B.0 32" O.G. AND WITHIN 12" OF EACH END �J 2x8 R.W.OR P.T.SILL PLATE Z p W/SEAL SEAL AND 1/2"xl0" 16 A.B.0 32"O.G.AND WITHIN 4" CONCRETE ON 95% 0 12"OF EACH END COMPACTED FILL 2xb R.W.OR P.T.BILL PLATE W/SEAL SEAL AND 1/2"x4" m 12" WIDE x GONTINUOU5E NIT HEADS 0 32' O.G. AND _ __ ITHINI2"OF EACH END WONDERBOARD, 15#FELT,AND i GONG.FOUNDATION WALL 'Q � FLASHING 0 ALL EXTERIOR W/#4 REBAR 0 Ib"O.G. m CONCRETE LOCATIONS CONT.,HORIZ.1 4 (1)#4 W 4"CONCRETE ON 0156 N REBAR VERT.0 16" O.G., p Q c COMPACTED FILL 1/2" EXPAN510N JOINT = ALT.BENDS(TIE TO STEEL a Z Q (TYPICAL) - IN FOOTING) • (3)x4 GONG.FOUNDATION WALL _- GONG.FOOTING W/ WALL SECTICNB WITH(2)COLUMNS OF t' REBAR HORIZ.,GONT. 2 RIGID INSULATION a4 REBAR 0 16"O.G. CONT.,HORIZ., 4 (I) #4 7_0" m - GONG.FOUNDATION WALL - REBAR VERT.0 16"O.G., -_ W/#4 REBAR 0 I6" O.G. ALT.BENDS(TIE TO STEEL ARCHITECT - GONT. HORIZ. 4 (I) #4 IN FOOTING) veo REBAR VERT.0 Ib"O.G., I � m ALT.BENDS(TIE TO STEEL g NG SECTION (SHOWROOM ADDITION) ( )GONG.FOOTI W/(4) #4 x b &GALE: 1'-0' G 4 REBAR HORIZ IN FOOTING o 2�-0" g. GONG.FOOTING W/(3) #4 NOTE BARRETT SKNER CRAIG 2 O" REBAR HORIZ.,GONT. 3 4 THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO t ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET# SEC I ION �e(ENTRY yE&TIBULE) SECT ICN - (CsRANITE MARKER WALL) STRUCTURES,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY A b SCALE: 3/4' - 1'-0' b SCALE: 3/4' - 1'-0' OF THE OWNER AND/OR CONTRACTOR. 6 6-5ect.dwg II-30-04 6:48:28 pm MST DATE:.. NOV 04 DRAWN BY: B-CRAIG CHECKED: - REVISED:... _ COLORED METAL PARAPET CAP(FORD WHITE) FLASH AND COUNTER FLASH FLASH AND COUNTER FLASH B.U.ROOFING 6"CANT STRIP ' 6"CANT STRIP WRITTEN DIMENSIONSHAV - 1/2"PLYWOOD SHEATHING 4 15# ED ROOFING,(LAP RIGID FOAM INSUL, • SCALED DIMENSIONS.NCE OVER FELT,(NAILED AS SHEAR) OVER EXISTING scALED DIMENsloxs. X (FOR ROOF SLOPE) VERIFY DIMENSIONS AND I' NOTIFY ARCHITECT OF 5/8" PLYWOOD ANY VARIATIONS. P.E.TRUSSES® 24" O.G. EXISTING PARAPET GROUP BY BRRETT SDESIGN Yx2'-0' PARALIAM BEAM GROUP,(BARRETT SKIVER --- CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE 1/2" PLYWOOD SHEATHING d 15# ARCHITECT AND MAY NOT 24" TJL's ® 24" O.G. S" BE REPRODUCED. r I" FOAM d SYNTHETIC Q FELT,(NAILED A5 SHEAR) ZD 2x4 BLOCKING ' 4" 4" CONT PEID STUCCO,(USE REINF, D In , t if IMPACT MESH) 1 !if I. — 8/8'STEEL BEAM SEAT I ' - in FACTORY PRIMED EXISTING ROOF STRUCTUREco 51MP50N A-35's® 24" O.G. o^ a s 46 P FOAM 4 SYNTHETIC Isne'm HOLES M STUCCO,(USE REINF. i-1/4"x2'-O" PARALLAM ' 4 0 00 IMPACT MESH) . I/2" PLYWOOD 2x BLOCKING cow.� SOLID BLOCKING — COLORED METAL SOFFIT I ^' BOTTOM of BEAM SOLID BLOCKING _ - I—uvr -- C� � COLORED METAL SOFFIT I'-b" 2-0 COLORED METAL SOFFIT I GAP MANUFACTURED COLUMN — (?)3/a•mxlo•nxzreoLTs = Q M cow.VELD Q u'CO AWSLE Cie 80 PLATE(COHSr�PELD)STEEL - COLUHK o. FACTORY PRIMED V =W {/] 0 Lid 00 0 1 D E TA I L TYPICAL CANOPY BEAM SEATS SCALE:NTS o }}-- N 6"xb"x3/8"ST.COLUMN NOTE' U FACTORY PRIMED ALL STEEL TO 8E FACTORY PRIMED J FIELD PAINTED SHOP DRAWIW-S REQUIRED to EXISTING WALL V Q LL � {L _I 0 ll! 1-1/4"0 PIPE HANDRAIL Q jj $INTERMEDIATE RAIL (PAINTED) CONT.WELD BEARING PLATE HDG ACCESSIBLE GLUE TO COLUMN(SHOP WELD) DOWN CARPETING :D 1-1/4"0 PIPE P05T5® u PATCH BACK EXISTING 42 42 5/4" T46 PLYWOOD MAX 5'-0"O.G. Z (PAINTED) ASPHALT AND CONCRETE 0 AS REQ, I I I (4)5/8"m xl I" A.B. HARDWOOD GAP 12"x12"x3/8' BEARING 5/8"GYPBD 2x4's® 16"O.G.(RAKES ' PLATE ® I:12 MAX) Q 2xb P.T.JOISTS® 161,O.G. MM (RIP AS REQUIRED FOR 5/8"GYPBD (b) #4 REBAR VERT W/ 1:12 SLOPE MAX) _ _ #3 TIES® 12"O.G. O f A 3'0"CLEAR 0 Z Q = 14"A4"CONCRETE PIER 2x4 P.T.SILLS W/ 1/2"x4" RED HEADS ® 48"O.G. NG.FOOTING W/ 3) 4 z DETAIL ACCESSIBLE RAMP l "'� �TI GO ( REBAR(EACH WAY) SCALE:NITS F'2 2' 8" b • (FASCIA) " LICENSED ARCHITECT AR-27B0 e ' D SECTION SECTION m (SERVICE CANOPY) I SCALE: 3/4' . 1'-0' SCALE: 3/4' 1'-0' NOTE: BARRETT SKIVER CRAIG THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OFIDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET# STRUGTURE5,SITE GRADING AND GRADE ELEVATIONS TD BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. -7-5ect2.dwg II-30-04 6:59:50 pm MST DATE: NOV 04 DRAWN BY:..6'CRA* CHECKED: aC .. REVISED: i PAINT CEILING y b WALL ABOVE FRP TO CEILING BULLN05E TILE® TOP b PAINT CEILING r AROUND MIRRORS(TYP) t WALL ABOVE WRITTEN DIMENSIONS j FRP/PLASTIC LAM. PAPER TOWEL 4'-O" ON ALL WALLS TILE TO CEILING SCALED DIMENSIONS. OVER SCALED DIMENSIONS. D15PENSER OF RESTROOM v' 5'-0' VERIFY DIMENSIONS AND 48"MAX. MIRROR CERAMIC TILE TO NonFY ARCHITECT oF MIRROR 3'-0' b" 4'-O" ON ALL WALLS ANY VARIATIONS. 2' 3'{i' FROM FLOOR �� 3'-0' �6. PAPER TOWEL DISP. 4 OF RESTROOM 02004 BY BALTEUS DESIGN TO CONTROL 24'x30" 24"x30" PROVIDE 2X8 4b"MAX FROM FLOOR ` GROUP,THESE R SKIVER " BLOCK'& IN WALL TO CONTROL. CRE THE THESEDRAWINGS FOR GRAB BAR PROVIDE 2X5 ARE THE PROPERLY OF THE �- BLOCK'G IN WALL BE REP REPRODUCED. MAY NOT SUPPORT - FOR GRAB BAR SUPPORT a HOLDER PAPER 4 �g5 4 f — co VINYL FLOORING VV _ 010, c - Q INTEGRAL COVED = (� N 04 d BASE J ~'i ram' I,3, TILE FLOORING W/ HOT/GOLD DRAIN COVE TILE BASE N N co co FLANGE GONERS PROTECTORS(TYPJ r-3' P3' 3'b' I'�' U5E INSIDE d OUTSIDE (TYPICAL) 5'-0'CLEAR CORNERS AS REQUIRED. r , , SNAP FLANGE GONERS CMG (TYPICAL) m /� �,I I O' tFi,M EYf�T OI�t �WOMETI'e REST1200M C ELEVATION �MEN'e RESTROOM � Q Lu00 A\ E L E VAT I ON�l s RESTROOMS B E� SCALE = 1/2' 1'-0' � V 8_ SCALE : I!1' 1'-0' SCALE : 1/2' • 1'-0' _ o uj uj �� {/J M K O u- L IW` U Q U- cl w ss-� L O 11.1 �� L- lY. J 3 3 LL U w Q a Z Q pETAILB LICENSED ARCHITECT . AR2780 BARRETF SKIVER CRAIG NOTE: THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUPBING,EXISTING ET# STRUCTURES,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONS SHE IBILITY E OF THE OWNER AND/OR CONTRACTOR. 8-5ect3.dwg II-30-04 6:04:04 pm M5T oo j oo , DATE: NOV 04 - DRAWN BY: B-CiRAIG CHECKED: REVISED: d I WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY D NOTIFYACITEECT OF ANY VARIATIONS. I S LEGEND GROUP BY BRRETTS DESIGN CR IG)THESE R SKIVER CRETHTHESEDRAWINGS • EE SUSPENDED CEILING 0 12'-O" ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT 04 A.F.F.(2'x2'GRIDS, E 5LT BE REPRODUCED. EDGE PANELS)(MATCH EXISTING) 1 _ - TAPED,TEXTURED AND I :.:. IOA O A.F Ff PB IL NG® �Q n D GE co r co N 1 _t w— rn — --- 80. F G .. - o -----� ELEGTRIGAL LIGHTING 5YM80L5 N tea . SYMBOL5 DESCMPTON C M r INTERIOR FtEGES5W POhP!uGF1T(15 W,120 V) 24"X48"(3)TUBE FLUORESCENT FIXTURE (T ELECTRONIC BALLASTS (T-5)-8),4 P P W/ARABOLIC LENSES. 24"X48" (3) TUBE(SURFACE MOUNT) FLUORE5GENT FIXTURE W/ELECTRONIC IY I ( I BALLAST,(T-8) 0 24"X24"(2) U TUBE FLUORESCENT FIXTURE I- 1 (TROFFER)W ELECTRONIC,5ALLA5T5 u d PARABOLIC LENSES. to DOUBLE 5WITGHING FOR 50%REDUCTION V LJ - I S SINGLE POLE(ILL = ILLUMINATED) _ B EXHAUST FAN(VENT THRU ROOF 15 50NE5 MAX) 555555 I.. 40 EMERGENCY LIGHTS 0 LIGHTED EXIT 516NS NOTES: I I I. ALL ELECTRICAL TO LOCAL d STATE CODES LL •� � � ; ELECTRICAL NOTE I I THESE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE d ACTUAL CONNECTED CIRCUITS ARE TO J; ~_ BE DESIGNED b INSTALLED BY A STATE OF IDAHO r x - T 1 LICENSED ELECTRICIAN. I I FIELD VERIFY ALL ELECTRICAL APPARATUS AN D a z Q VERIFY DEVICE d COVER PLATE COLORS AND ` FIXTURES WITH OWNER BEFORE BIDDING AND LTMG I INSTALLATION. I I ------------------------------� LICENSED ARCHITECT - AR-2700 BARRE17 SKMR CRAIG NOTE: DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL ELECTRICAL LIGHTING THESE AL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATINS AND AIR CONDITIONING PLUMBING, ,VENTILATION, EXISTING SHEET# SCALE: 1/8' I'-0' ® ® STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. E el-elec.dwg II-30-04 8:0'7:0-7 pm M5T DATE: JAN 05 DRAWN BY: B-CRAIG BD1dinQ Plans have CHECKED: BSC peenrevlewed and aPP—d REVISED: I-25-05, NEW SHEET,BSC I I NIC° I Subject --------- to Field InPGctkn P I 1 1 I I 1 1 1 I I I I Daw I : WRITTEN DIMENSIONS I I SCALEDRDIMENSIOS OVER I i i I VERIFY DIMENSI NOT YARCHIT6 TSOF D ANY VARIATIONS. I I I I I I I 9 I I I I I 02005 BY BALTEUS DESIGN GROUP ,SBARREN SKIVER I I I CRAIG)THESE DRAWINGS 1 I ARCHITECT AND MAOY NOT BE REPRODUCED. I I Ell I I I I I I I I I as 0 NEW 6"(P STEEL PIPE COLUMNS RECEIVED / A N N I Eb JAN 2 6 2005 0 Co 1 I 1 I I 1 I la I I I I I ( I I I I I I I I I I I C BUILDING IDEPf.Es � N N I EXISTING COLUMN TO I 1 I I , I I I BE REMOVED EXISTING GOLUMN TO REMAIN I co EXISTING 6"V PIPE COLUMNSLU �Tt- I 'I OF�2) , 1 EXISTING 5-1/8"x2'-O" GLUELAM I I I I F I I I I I I 0 0 BEAM i i i li i I0 � w I I I I 1 I 1 I I I I I I I I I I I I I I I I I I Y+ I I I I I I I I I I I I I I I I I I I I I I I I I I ' 204" I 1 I 20'-0" 201.0" I I 2V-4" I I I NEW CANTILEVER AREA OF I I EXISTING BEAMS EX15TINO METAL WEB TRU55E5 I I ® 52" O.G. I I d I I I 1 1 I I I I I I I 1 I I I I I I I I p ii�JJ--YSS 4,� l l j II I I I II I j l l l I l l j l l l ! -`--------------- ----------------------------------------------------------------J W LU W z , w `----- ROOF RE- TUNE ROOF RE-5TfiRUCTUfizE FLAN �� LICENSED ® ARCHITET 5CALE:3/16' I'-0' AR-2780 Si I i2g NOTE: BARRETE SKIVER� THESE DRAWING5 PREPARED A5 A PARTIAL ARCHITECTURAL SERVICE. ALL FINI5HES, STATE I ELEGTRIGAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHE # OF THE OWNER AND/OR CONTRACTOR. 5-fipl.dwg II-50-04 1:18:26 pm M5T 9-57 t ol DATE: JAN 09 DRAWN RY: B-CR41G CHECKED: BSG REVISED: S DIRECTION OF CANTILEVER EXISTING 5-1/8"x2'-O"GLUE-LAM -0 BEAM b" b" EXI5TING METAL WEB TRU55ES 0 32"O.G. WRITTEN DIMENSIONS i MANUFACTURED COLUMN I HAVE PRECEDENCE OVER GAP 5-1/8"x2'-O" GLUE-LAM BEAM 5-I/8"x2'-O" GLUE-LAM BEAM SCALED DIMENSIONS. (EXISTIN(5) (EXISTING) VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY VARIATIONS. 3/8" STEEL BEAM SEAT 3/8" STEEL BEAM SEAT 02005 BY RALTEUS DESIGN `r FACTORY PRIMED FACTORY PRIMED GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS 1 _— ---p— ARE THE PROPERTY OF THE 10 ARCHITECT AND MAY NOT 13/Ib"m HOLES BE REPRODUCED. Y az � N M NOTE: _— (2) 3/4"m x 8" THRU-BOLTS —-— 13/I6"m HOLES a a COLUMNS TO BE ENCASED IN 4-6 FRAME WALLS,(NOT SHOWN) 'vJi v I M BOTTOM OF BEAM00 ro co COW. WELD 6"m STEEL COLUMN 4"x4"x3/8" STEEL ANGLE I/4" GONT. WELD FACTORY PRIMED PLATE (CONY.WELD) 4"x4"x3/8" 451 ANGLE PLATE. GONT.WELD ¢M p b"m STEEL COLUMN O w uu- FACTORY PRIMED 0 LL RECEIVEI> oG 00 4 1AN 2 6 2U05 z _ Fp CITYBILDING DEPOF TWN TL� 0 O W N uj I O DETAIL o INTERIOR BEAM SEATS z D E TA I L- INTERIOR BEAM SEAT b"m STEEL PIPE COLUMN FACTORY PRIMED 10 SCALE: NTS 10 SCALE: I-I/2' I'-0' 12"xl2"x3/8" BEARING b"m STEEL PIPE COLUMN PLATE U- GONT.WELD BEARING PLATE ULL TO COLUMN(SHOP WELD) 4„ 4„ (4) 3/4"m x12" A.B. W/WASHER J W 4 4 I (4)3/4"m A2" A.B.W/WASHER I 1 m 4d !^l_ PATCH BACK EXISTING IIIII=IIIII_Illil—1 Till° °< a 171 IIIII IIIII CONCRETE AS REG. T--- I IIIII IIILI—IllN 111I ° II�I_Ij�l_1111 1 -+--- 4 I I-IIIII—IIJI_' —I II i '� GONG.FOOTING W/(4)#5 —III I-T 1lll_p1ll 11LI11_ REBAR(EACH WAY) d _ IIIII IITII� � d lll= ��=®=1 — UNDI5TURBED 50 L(cI 0 4—iT(TI=1TIT1=1 —Fl 11 an—[a1 2'-3" 2'-3" COMPACTION) 10 zi 4'-b" Q m � Z 4'-b"x4'-(q"xI'-2" FOOTING w w w W/(4) #5 REBAR EAGH Q W o / AY. CENTER ON A.B. z Q p 3 I LAN Cg COLUMN FOOTING) Y �SECTION 10 SCALE: 3/4' = 1'-0' �_� � (INTERIOR COLUMN) NEW COLUMN DETAILS 10 SCALE: 3/4' = 1'-0' LICENSED ARCHITECT N NOTE:ALL STEEL TO BE FACTORY PRIMED NOTE; BARRET SHOP DRAWINGS REQUIRED THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR CONTRACTOR. 10 10-detalls.dwg 1-25-05 11:56:45 am EST 10- TAI g DATE: NOV 04 DRAWN BY: B-CRAIG CHECKED: gC REVISED: WRITTEN DIMENSIONS $— HAVE PRECEDENCE OVER- - - - —NORTH COLLEGE ROAD— - - - - - - --�- - - SCALED DIMENSIONS VERIFY DIMENSIONS AND I NOTIFY ARCHITECT OF ANY VARIATIONS. 02004 BY BALTEUS DESIGN I GROUP,(BARRETT SKIVER I I CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT LU BE REPRODUCED. IL I L_I I IL I IL 11L I IL I IL I L JH I C'�,�11I H I1�❑ II II II I � L I o,FI HL_ L_J L_j I W J _J J _J _J _J _J _J > I NM 01O JMD r-�r-r r'� I WN NI I I I �.� N ��N NBLUE -MAIN MNEW SYNTHETIC C. tSTUCCO FA501A i ZO = <RKING - �_ 1468 S.F.5H0{NROOM ® c4 o O w co ICE PA LOFFICEADDITIONJ QSERV 1 W O SERVICE ARI.__LI �� t �Z LAND R APE i J C]tu Al M W,`- KING CD V 14 I 15 �IOL -� SERVICE PARKING 114 S.F.ENTRY VESTIBULE :. { IS i O T- T, I I I CUSTOMER PARKING lg" 146' 1 8 10 11 20 I EXISTING LANDSCAPING 11.1 I y 1 VEHICLE DISPLAY VERIFY LIGHT LOCATIONS I AND5GAPE BUFFER I I Q VEHICLE DISPLAY i O w EXISTING LANDSCAPING I I O IL — — —� — — — — EVERGREEN DRIVE-1— — — — — — LL LU Ql Z_ LU 4 -d 'VALUE CORNER" MIT5UBI5H1 DEALER5HIP IX U5ED GAR LOT z G "' W z a BITE PLAN LICENSED ARCHITECT �q �-a SITE PLAN- ` `-,1����,,.Y SCALE:P = 40'-0" ® NOTE% DARRETi SKIVER CRAIG THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING 5TRUCTURE5,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE.OWNER AND/OR CONTRACTOR. I-slte.dwg II-50-04 1:2"1:4G pm MST , 04 apr 001160- P34 DATE: NOV DRAWN BY: D"GRAIL Cf�4? CONSTRUCTION NOTES CHECKED: eec E REVISED: D REMOVE EXISTING STOREFRONT WINDOW/DOOR SYSTEMS. MAINTAIN AND PROTECT GLAZING AND FRAMES FOR ___ POSSIBLE RELOCATION. cD U 6" METAL POSTS F ❑ 5AWCUT AND REMOVE EXISTING CONCRETE TO 6" BELOW E m """""" B FINISH FLOOR,FOR PREPARATION OF NEW ADDITION. ' INSTALL NEW I/2" EXPANSION JOINT AND PATCH BACK O � 0 i NEW CONCRETE SLAB TO MATCH EXISTING. WRITTEN DIMENSIONS 3o-Io3o10 ❑ SAWGUT AND REMOVE EXISTING ASPHALT AND CONCRETE HAVE PRECEDENCE OVER _ G SCALED DIMENSIONS. FOR INSTALLATION OF NEW ADDITION. ______ VERIFY DIMENSIONS AND � 5AWGUT AND REMOVE EXISTING ASPHALT FOR INSTALLATION ANY VARIATNOTIFY IONS. OF ITECT COVERED SERVICE DRIVE p m 4;��• RETAIL PARTS o =- PARTS I.1GR. 0 0 OF NEW ONGRETE PIER FOOTINGS AND COLUMNS. PATCH 02004 BY BALTEUS DESIGN W p N OC BACK ADJACENT WORK TO MATCH EXISTING. GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS q ARE THE PROPERTY Of THE 5AWGUT AND REMOVE EXISTING CONCRETE FOR INSTALLATION ARCHITECT AND MAY NOT E pRNTER5 o-c' PARTS OF NEW CONCRETE PIER FOOTINGS AND COLUMNS. PATCH BE REPRODUCED. 3°7° - -N - D r�I PARTS b to STORAGE _ (� BACK ADJACENT WORK TO MATCH EXISTING. DISPLAY I 24 2'+ F REMOVE EXISTING WALLS AND DOORS,PATCH ADJACENT CEILING,W4LL5 AND FLOOR TO MATCH EXISTING. N 1 CANOPY J I CUSTOMER --- ``� REGONFIGURE AND FRAME OPENING FOR NEW 3'DOOR. co o b o --- �,i ZI FINISHES TO MATCH EXISTING. N N LOUNGE COFFEE , REMOVE WALLS,DOORS AND RECEPTIONIST COUNTER. 0 0 BAR I PATCH BACK ADJACENT WORK TO MATCH EXISTING. N N I I 2-6- ^ REMOVE EXISTING PLUMBING FIXTURES AND RECONFIGURE 'IT' STATIONS a,e� Cl O6E? El PLUMBING AS REQUIRED FOR NEW HDG FIXTURE LOCATIONS GNILDREN'e \\ b RR 2"7°267 A5 INDICATED. PATCH ADJACENT WORK TO MATCH EXISTING. co OFFICE a'-0^ a'-o• a� REMOVE EXI5TIN6 COFFEE BAR CABINETS AND PLUMBING w ODJ 3�. R I FIXTURES. GAP OFF PLUMBING BELOW FLOOR LINE AND O W = BDC OFFICE r- I PATCH BACK TO MATCH EXISTING. g O 4'-0" 404° WINDOW W/ R dHP' MEETING °� I REMOVE WALLS AND DOOR. CONSTRUCT NEW WALLS AS V E=o J FROSTED M" 3070 i ry a INDICATED FOR NEW ACCESSIBLE RE5TROOM. V OD ui 3'0 *-0' 6'-10' G F o o G G I ❑ REMOVE DOOR AND FRAME, INSTALL NEW ACCESSIBLE W 000 IBEX 3 7 TEMPS°7° S I L DOOR AS INDICATED. p w 11 M _ _ o °p� I 9 REMOVE EXISTING RE5TROOM PARTITIONS AND INSTALL NEW v 3 7 SALLE 3°7 GREGG'e I HDG ACCESSIBLE PARTITIONS A5 INDICATED. PATCH BACK LEA SALESMEN BULLPEN I q EXISTING WORK TO MATCH EXISTING. CLEAR K b 307° OFFICE DAVE R t o , OFFICE I - I 'MEN F REMOVE EXISTING COUNTERS,RELOCATED ELECTRIGAL,DATA OFFIC AND GOMMUNIGATION GABLING FOR NEW COUNTER LOGATIONS. El TYPICAL i 30�o "'� "� OFFICE OFFICE I REMOVE EXISTING WALLS.PATCH BACK ADJACENT WORK TO Q D L M H 4 4°4° O MATCH EXISTING. u_ 7 T MP TOWER I ° REMOVE EXISTING PA55-THRU. FILL IN OPENING,(MATCH IL 3o7o 3010 +2 PI EXISTING BLOCK),FINISH TO MATCH EXISTING. _1 N FROSTED GLASS a'-a a'6" F Lu PARTITION(TEMPERED) REMOVE EXISTING STOREFRONT GLAZING AND RE-GONFI6URE U a___ �� I - I �4040, < pp FOR NEW 3'-O"x7'-0" STOREFRONT DOOR � Q TEMP E "--- "--- REMOVE EXISTING DOOR,FRAME IN OPENING, FINISHES TO v N SI4OU1 ROOM MATCH EXISTING. -1 !� LINGOLN 18212° INTERIOR STORE I O — WCa O I FRONT DOOR SYSTEM TO n„ j b REMOVE EXISTING DOOR,WRAP OPENING,NEW DOOR TO BE MERCURY FORD SPECIFICATIONS, N 5 INSTALLED IN NEW WALL. Q LL (61-AZING TEMPERED) " B 7'-O" TALL Qf� I � w PARTITION I2°I2°INTERIOR STORE A I m RECEPTIONI8T G E N FRONT DOOR SYSTEM TO FORD SPECIFICATIONS, MATCH EXISTING Z 0 4 (GLAZING TEMPERED) i p 5PACING Qdi _ �_ __----- ___- � a I I �P p I --- A ENTRY -------------------- ----------- --J I9°I20INSULATED STORE v W 4 3'0 b 1 FRONT DOOR SYSTEM TO w w B O 18'12°(VERIFY) INSULATED 8'-2" 2'-O" FORD SPEGIFIGATIONS, UJALL LEGEND 0 < S G __ STOREFRONT WINDOW SYSTEM FRAMES TO HAVE THERMAL a Z Q G TO MATCH EXISTING,FRAMES 20'-2" ' BREAKS.(GLAZING TEMPERED) NEW 2x6 PLUMBING WALL 6'0 a'0 TO HAVE THERMAL BREAKS. (FIELD VERIFY) INCLUDES NE b 20'0• (GLAZING TEMPERED) 1O'-6"x8'-O" (MINd UNEQUAL I 2x4 FRAME WALL MATCH EXISTING LEAF STOREFRONT DOOR EXISTING B" BLOCK WALL Ie vi6m FLOOR PLAN SPACING SYSTEM,(FOR VEHICLE NEW ADDITION EXISTING WALLS ACCESS). VERIFY HEIGHT VJ/ROM INSULATED STORE OWNER. WALLS TO BE REMOVED DOO /WIN O,U NOTE: F ITEMS TO BE REMOVED FRONT DOOR SYSTEM TO LICENSED ALL WINDOWS TO HAVE LOW-E GOATING FORD 5PEGIFIGATION5, ARCHITECT Q DUAL PANE N-VALUE .34 MAXI FRAMES TO HAVE THERMAL AR-2780 BREAKS. (GLAZING TEMPERED) ALL EXTERIOR DOORS TO BE INSULATED. (SOLID DOOR U-VALUE .30 MAX) (GLASS DOOR U-VALUE .34 MAXJ BARRETT SKIVE0.CRAIG FIELD VERIFY ALL OPENINGS BEFORE FLOOR PLAN NOTE C STOREFRONT FRAMES AND GLAZING ® ®SCALE: I/S' I'-0' R THESE DAWINGS PREPARED A5 A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, STATE OF IDAHO 15 ORDERED. VERIFY W/OWNER. ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SHEET# OF THE OWNER AND/OR GONTRAGTOR. 3 3 flpl.dwg II-30-04 7:18:2v pm MST NOV LE� �� .• �✓��C� DATE: B GRAD DRAWN B CHECKED:: REVISED: E B 'I (o NEW CANOPY LINCOLN 0 1 DLE l:lF.F Q ® '• (1 WRITTEN DIMENSION MERCURY T SCALEDRDIMENSONS. _ --� N VERIFY DIMENSIONS AND °" --- O NOTIFY ARCHITECT OF / \ ANY VARIATIONS. j. / \ N 02004 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER --+ •• ,Y' ------ \ / .` —i CRAIG)THESE DRAWINGS _� ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT. i i NEW ENTRY �, i BE REPRODUCED. NEW ADDITION PAINT TO MATCH SYNTHETIC cv Fn` 5TUGG0 I I m O^ GRANITE CLADDING SOUTH ELEVATION M 5MOOTH METAL PANEL CLADDING SCALE: I/4' I'-0' p N CNI "FORD WHITE" BY LAMINATORS ING. CD 06. M a0 s..-, od 8 7 z LL u 0 Ln "FORD WHITEY BY LAMINATORS ING '�'W OOTH PANEL CLADDING ILIA co • •: .. NAT � SYNTHETIC STUCCO FASC IA LIZ. (PANE ED) ® / \\ MARBLE GLADDING tLi PAINT TO MATCH 5YNTHETIG V STUCCO u- 0 WEST ELEVATION w SCALE: 114' I'-m' o u- R 3U. MIDDLE LIFF GLa 8 7. \ / / / ESLEYATION6 NEW ENTRY PAINT TO MATCH 5YNTHETIG LICENSED NEW ADDITION 5TUGG0 ARCHITECT AR•2780 EAST ELEVATION SCALE: 114' . I'-0' L,LA NOTE: BARRITTSUAR OWG THESE ORAMINGS PREPARED AS A PARTIAL ARCHITECTURAL 5ERVIGE. ALL FINISHES, STATE OF IDANO ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING SHEET#. CTU STRURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY �: . OF THE OWNER AND/OR CONTRACTOR 4-etev.dwg`11-30-04 6:55:43 pm,M5T