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HomeMy WebLinkAbout4-651 516 2nd St S plans (Hansen) 'f' •:,;. 1, •YY .. _ , • e : e _ Building Plans TE �TAOK IRE 0 N F HYD. REVIEWED EXISTING BUILDING I t� B M J3824-2938 EXISTING BUILDING '} FmCat(ammce With V WLOOR ELEVATION 3732.40 - f TION = 3751.51 FLOOR ELEVATION.J752.75 O� � Uniform Building Code Z All Conmualon Z y i O Subject to Field Ins�peQction m Page�eL13_ • •. l� .. „ • Date VT'1 (�I LOADING'DOCK w1• `V Plans Examiner e ' Building Official W1 . .CONST. 4' VALLEY GUTTER � r ..� „. AS PER T.F. STD. DWG. V-1 Ef, ' CONST. 4' VALLEY GUTTER - NORTH .� 6 ,. .. LIGHT POLE AS PER T.F.'STD. DWG. V=1 w1 EXISTING a o^ z13. 5TH .AVENUE..SOUTH REMOVE ec RELOCATE SCALE W, ;'::. _F µ.: _ 40"E 313.39 ., 7 00 ,— --- 523 3 E 89 a+00 5+0 6+DO S a523' W/ �•' 20* �I a w0ti wOCON SCUPPER '.: �., D o ST.l2".SIDEWALK SCUP .k ' REMOVE & RELOCATE EXISTING CONST:CURB GUTTER, & SIDEWAL`K, W g) • LL NEW SIDEWAL) SIM. TO DWG, S•-6;T.P. STD. DWGS ,J 4{; I LIGHT POLE II AS PER T.F. STD..DINGS. & SPE p; ;.' (DRNN �I 1y ry1G 4 O�G S •t t}'s-N.G :uft, 1 `rf� .y:. .. 19 01 9 C�. •V �p�jtL N _e::z... ,,.:.___x., ...�'......:,_ ::.....rt.-,z.-:cam:- .._. •. ... w • S 45'23'0V'E 150:10' RAMP' �:a I, I r7� 4 70Tc.. Iry 1 •" >e?a e;Q� a 1 •�x I a i I ww1C 66�, �k11 ^ \_fELOCATE LANTER .RELEASE CURBPlA ,/ 'I .a z�}�. ro , a �E:SONd ,z yA / a POWER POLE �. D•_6. •_6 3'-4 9'-0" :::20'-0, FA5e I G RE CURB _ PARK./LANDSCAPED AREA NEW DOCK Z 3 „.'.we• •( p )r 7y w - . - .i� [�.{� :o I eti. i. �• < C,1 P�.Fy� I :. 0 '.1, w10 �0 0.O UTTER.AT ".6�/I -` EXISTING VALLEY - AL 45 f 0 .- V, v so' :.:. 9�99 `�rq.o. J, O Ctd�• CH XISTING FLO U > .•Y mo :r;z N '.u>Z,1G < w 20'-5" r L0T.3 LOT > _Oo. (MIft�E: `i a� V SoAat S1v�f uc�� 'R '1YP. oo S}'tiq opr,�'1 r •ZII Cn r�' C I:. , •.. Ig z ,. ... .s. 'P JL �,�'CURB, GUTTER. �& SIDEWAL M UD'1"i A{I:Of�S ONILI •,.'� a. .• ..I 'PROPOSED'ADDITION gin$. X - o $ v - r6 `BY DEVELOPER (DEFERRED) a — o Fr. ") � ' ?e �SSf}R foZ hl�teJ To 3E J 65 .SO 831C QP �,y ; p' p EXISTING.MANHOLE 1� x '?dam / r A / POWER POLE5 (TYP.) lj6vile,n) WKiCIL will ((nn s Gp ky o 1' O, 5Z1 SGbMttCE I O(z I PROPOSED CONC. PAD p I �(; 46z510 a6 C w O R 7�yf, w„ erg :.. . ' `_`�O g�F ISTINC VALLEY )aD2E5S -rH6 �yPE O'F VS- `f'(O? tSE� 643 + a 4f.801C P r ` (Js� or Ai I A esA, G}' a t : ♦ -K� p SI �"I�D t gx0 END CURB AND GUTTER f v �L� Cl#4�l7E-b /11 YI} J /... �`Uiv. ♦e J�, y EXISTING'VALLEY:MAT~CH.A N 45220t.W 150.14 C SR esstq:' EXISTING PLOW LIF"c L T IN •: e.00 J j. .. N WAY EXIT ONLY ARTERIAL•'. .'I 1 V; .:�•i _ .J C �° M ej ABANDON EXISTING SEWER LINE. 10' R. .t�2 fi - SECTI N Is • (APPROX. LOCATION) B,T :`:''TOWNSHIP 10 SOUTOH, RANGE 17 EAST J '.Q uZ aLL PROPOSED MANHOLE TO BE CONST. NEW SERVICE LINE � � � N�O T`I C:E BOISE I�IIERIOIAN CONSTRUCTED BY CITY (BY DZ ELOPER) a• RELOCATE POWER POLE w �•.«ni.etr,I�Air�.e.k F.e,cod W L ° (FIELD LOCATE) / 5'eprc00 1d 'nd•s�••rPr•ebaawtst• " IN �. P 4 45.64Tq .END CURB AND GUTTER AT nmowb'.a..r,.For.a - .BLOCK 154 - O �' FLOW IMATC to f'. ,.- w _ , ,EXISTING' H •oceon""-'"S'-� tremptq. u" I— ExISTING AND , +, Radius vanm - *„� PROPOSED CENTERLINE'- WITH � � � .��• ALL OF BLOCK 155 FUTURE.R/W AQUISITION FROM ALL INSPECTION REQUESTS TWIN FALLS TOWNSITE U.P.R.R:.'BY CITY OF TWIN FAILS MUST BE cnl1ED YIV Off!THE TWIN FALLS COUNTY, IOAHO : '+ Sea'Note i P '.- EXISTING 10" C.I.-WATER LINE INSP:CTIOPd� RECORDING. ' 19 94 , @' , : Expanswn motana( Expan.lon mot.A.1 Phi '.7J„7Ww 7, 5•Wb. C� N O T E S V Ta, Sidewdx 3J94 L E .G:E N M a- d 1o9e 4. _p t'-U t•-f 4. t'R t'Balter G 0 AT 0 21 f J4 .. ....e..d '. .. .' -' _ t/4^R, .„ •. "t.+ OMMIITEE,H OAHO POWER,ODTY,NAND DOLDHMILL B DG.L.L.C. /9 CM j PROPERTY BOUNDARY LINE ' Ft �7P t/+'R 2. :SEWER TO BE PROVIDED AND LOCATED BY CITY. 11 M ,,. SCUPPER SECTION b '' �' CENTER,LINE -` ,�2 ` ,12/1 ACM TAP FOR 2 ' STANDARD'CURB CUT RAMP - '• EXIST: VALLEY'i FLOW jLINE, -BETCOORD COORDINATED WITH CITY ZD ROFS TWIN�FALLS DFIRE DEPTT. 70 = AT INTEk_�ECTIONS AND ARTIERIIAL APPROACHES - - o ••os�o�o, - 1. o m ..t.., FOR THE PHYSICALLY HANDICAPPED ' - "'< N f0� '4i HANDICAP PAKING ANDSIGNAGE FOR SUCH SHALL COMPLY � ' N.T.S. - Comvode41 3/4"or t 1/2' EXISTING SPOT ELEVATION 1• �, _ _ I TEST A.D.A. STANDARDS. �i to t' W TH IAC. S-1 a to bottom of street PROPOSED SPOT.ELEVATION •16,._ c •.•om eedien(e•"note.) 5: .LANDSCAPING SHOWN FOR ASTHETIC PURPOSE ONLY? FINAL O t' per ft.elope - LANDSCAPING PLAN AS PER LANDSCAPE ARCHITECT. 3 . TYPICAL CURB AND GUTTER SECTION SET 1/2"x24" REBAR.&CAP - - : MCBRIDE tnoton queer nowane - - - N.T.S. 6: LIGHTING, ELECTRICAL, AND LANDSCAPING PLANS BY OTHERS. r4. • ., I-I-I- ''I -I I-IT- '.FOUND COPPER PEG (IN WELL) • ,^ NOTES. STANDARD DRAWINGS AND SPECIFICATIONS. OF 1W1 S 2' Mmimum compoded '... J.Induct 35 compodsd gravel bow under gutter, NWk cum ona vel, COMPLY ES grovel bogie _ 2.Cub o d 9uft-(19')n'neteen feet long or teas : . L M _ 7r ALL CONSTRUCTION SHALL WITH CITY N FALLS ' t Y A$PttALT .eaqubee(t>one expondon 'p Q. weer(za)wenty re<trt (40)ro�y rear.rn u m mE"T$t b9 4 Y motend dne cure and ' JOBS Pi 1n so , SECTION A-A Y -3/4•.LEVELING'COURSE 2)two eaponf on mots of p Ma.Cu ti aM'gutter(40) a yr �1 ❑�Lf+ SEC N.T.S. - forty fxl and forger mall bws eaponsion matarlpl_ Y. S`Ite f�[ 1 PRINTED r er -1 1/2- BASE COURSE tdnls of M')lorry foot mtervoro(see.Std.Owp.E-i ;JQ " - and Sid Aeaa 1.02). nS. f ee „ :..• .NOTES' _ COMPACTED SUBGRADE _. .4 ..'r ITISpe Y. Ct10 eie r BAN I.:.Porkirp,bumper.block.m re9uir<d to yybvenF - veMak acttae to be determined by Gih Englnaer , (see Sid.Dwgs:'A-1;A-,tA A-te T RK C YPICAL RA 1NG SE TION . L. �'. •, : `SAY .... .. 8HEFT.�s�•.e1 MILD"LlJr V- I Lov"l Lor .. F h IJC wAONGl h PO���LO,pp1N C,I TWO - WAY 5TH AVE UE SOUTH quro TKAFFI(- -- -------- P-- ------ - --- 8 b S•p L/ .e"r ,P„ 4,glo" 15: • L y 97-o' DIK W 0 E%isnNocuo' 'F1.41JTBR - -- - - ' " E FiRA,FF'(,2 0 _Ino, . J i 'EX9T G FFIC ISLAND- - 15TIN GHTPOL �ntb T — `\\ �7 W \r TillGkIG T OLE �. 1 \�•�TE AJALSIGEW y f� ALK 1•-OVERHEAD POWER I1 '.y uTr.IT, GIT{I:pjiNL'rK1t,,G}I-1GF_ `•RR d �jHF:LLPJS IN FlAwe a g Plp I fUyOV I' P NEW LIGHT POLES 6 N e1Ll �c r Arr uuv / urhu r.F rolz z VAL.KLyR( GREEN SPACE a 1 Gi TOTAL y� 0 p G P� 37 PARKING SPACES �l z Er3 �^ o C1 O V L HWK-Lip Tv d �) r1r�€sttYP) ht:WF-p-vv/AP''(�VAL_ I '� R60',o"O•G• p Ne, FR6Y�k°TY ;v/HEM2 i 7g,•o„ 6LLGK�I�9 q'.p„ Lul 1 15v.!•{' 2oEo'0,4 k • �I� GENERAL NOTES n+�1 arnnF F wORK T(H Is 151AL-PHeo sl{�ILv P �jc�MlNev 6H ,na'. 1i r.•\ 47 AH HI6Tpr-le PWIL PW-I L•RPOK THF_ 1. RtaWring srui weatherproofing for fuWre ux under separate permits exlatlne brick warehouse building. G1 F9UN2 FIAoK: A3 -�2 k 2.construct new park.Iandecaping and auto parking area. 24o PLWR' 62 J gro FvW K: C11 0K R'S Land Description ev" 3. Addrough-In Service forfuturselectrial And plumbing• for a.Add Hre euppreeelon syetem(sprinkleril)throughout Wllding. 5yetem shall b bi e dder deeigned per City of TvAn Falls requirements. X / Old Flour Mill 2nd Street South (Vacated) A portion of 2nd Street South, lying between Block 154 and Block PROJECT DATA 155, "Final and Amended Plat of Twin Falls Townsite", Twin Falls County, Idaho] being more particularly described as follows: k Commencing at the most Easterly corner of said Block 154, and fig$: 5162nd Street 5. being the REAL POINT OF BEGINNING. Thence, South.45° 23' DO,, East, 60.00 feet, LZQAL na LPTION: Lot 22inBIock154ofTwlnFalls to the most Northerly corner of Townslte,Twin Falls County,Idaho said Block 155. according to the plat thereof recorded in Site Plan the office of the County Recorder of sold Thence, South 44° 37' 00" West, 124.69 feet, County. JOgtSITE PLANS / 1"a20'-0" to the most westerly corner of . said Block 155. srAPEOFTHEWORK� See Above. Plans must f16 Cfl`' ' Job Site for all" Thence, North 71' 55. 5311 West, 1.08 feet, along the extended Southerly r^ UC UCBC 5C191 Inspections. 1991 . - boundary of Block 155.Thenc }"' 1 alongeextended Southerlyl11 West,boundary 159.03 feet, S7F• Bs �0 • Existing 5929 of Lot 22, Block 154, to the most New 666 southerly corner of said Lot 22. First Floor 650 Existing 592.9 666 Thence, North 44° 37. DO East, 125.16 feet, Nov 666 to the REAL POINT OF BEGINNING. a.nd Floor 65% 5929 Containing approximately 7510 sa.ft. Existing New 666 Nav u---=nine 1225 Exlsr g._ 1225- TOTAL• 21,010 1 0 (Allowable for V 1 HK multi-storey a u•fYs� 28D00) y�of M2 *a%fR A.KKO� �' LICENSED PONRTBLLLTION TYPE VII Hit ARCHITECT AR u62 OLD FLOUR MILL, TWIN FALLS, , IDAHO � arLLosaears zl J C>N8&t1oe�`' SITE PLAN: 1:20 DRAINING No NOTES 1.Coin and mwl all mamiry on all}loam I\ 2.SandMamt all agowd tlmbem meal wl IV/ clear pawtrating sealer 3.Repalr and restore all&Jrting doors 6 windowe unless otherwlee noted 91-2Yo' — — — — 551 7H L-L — — — — — —1—— f i W PA6E TENT j I 4°CaazrE 6AFi i , LX& 0/10 wwr 6°WrON-e.RRIER ON 20 CoMPA(-= '0 CAAeiEL TO RMT ON UNgh 4MV rpIL �~ - SLAB EI-E-QnON TO hMTGt EXIhTIN4 I I CaflNrrll NL S �I I CUT gv: OYEI'U'Ici ` CUT NE vf'ENIN4,�y°f,'°1 fNtW SUMP RePhR EkrTKVI E ELEVHk'F= I1!7o N�II 666Et1tuT pzEP(-Tyr) . �'F wrL c11MY'� —.— ✓.'ARP NBW ,7vrfl1N- II ! I� I SLAB ULo E AwAT I I 1 FLe Ofr 9-T rp�I�- 15r) u �sx� o� NEvV slea3 gE,Xti�lofEb�<o rrP L, I`i"vE�P x Fl,fr�p-E 13�EvHNGt A#zEA � II 7r11VAN \ ��ee--�X�ENr hs�Ew1�! NEW �I EVIxfUK Pii AREA, �—� __?� EI CVDifDY�I If1'LIEP Gve�Zl ZrI'.� 12O.G• 1 -IiY �vato�t I-Vol, tw-Vol,GlA1NS I > I I- i Is CAY�r�c �' M ---fl�W B1XIGiLoNTINUotI✓ k E BXI I I — �dl1NG U4(z) $ G,15 IT., �upi�T ExlTlhllw 40v-p-ETE o� k: — z - ---I - -- , T- Ea - �� - --- - - - i 11loNEP'X\AMiuNE W �EMrlrl ExT6N or ` PDT I NEW T'Ab Ap JOBISITE`;PLANS i Plans must be on Job Site for all Inspections. j I j Basement Plan 1/4".T'-0" �4�CO r OLD FLOUR MILL, TWIN FALLS, IDAHO BASEMENT PLAN: 1/4-=i•-0" 'o ,I'Lx , Gi-ou �i u .. 6,11nu G,Ox L oa u - - FY 10 F.v GRYv I ALLrG N NOTES : I II 44 n �a 1.Clean and seal all masonry on all floors 641-ow OPENNCi Y-mmo 1IT 6Go C MEtK il I FORD 6°GboR r�Et W INM45(1`f� P.Sandblast all aeposa!tlmbcrs,seal Iv/ Af701TlOrI �O b� I lµS�N LE17118�1 µV y s� clear penetratl"waler -Q Z � I NR C4fiEP'IbC( -..----.._._ uP 3. Repair And restore All existine dcom& I Tv t� �UrU rtE DINING Aj 6A _ IQ of windows unless otherwise noted E L YU^N rT ) (( a NI wN TE 0 Y �� rjat� -- NEv/ E Eur. 1(.I I �17 O _ i M GTE(i C 6NTrs0. ! I I I x l-/ G 1 II _ pL. N _ — — _. -. - -- 4.° - -- -� _ 4o I -- - I ti'o oP _ �ITgI 1I I _ REI."IF, FxIW. ELoe, L---------I NPW 4°7'ra,� Ay N4�VN"7°ct waY .�xlsra Y W/6,IFANIT�U,4TFa w/A►>N u�Ei. w/wD �fUos AND NEW , REP r7(I:T.LONG. G• 6ERvi(Xri GtW6. 3.7op SWIR A-S ly'f:%t'-`-LF^f �,E F1 _ - rgR.KIjvHEH Rom+...AGE y r�PAIL... vpERo vR Iov1N•IN�AIYVGED rcr1N�N- �Fw�Tr+2 �e16� � � I I aTGCL At-vwjz pIATG -� NPW c n I I I I �REFINr�{�45rIN!t M127Dt FtaviZ- I I SPNO 5 Ft DND ppp I �Iljllf G 12ES'�PUpPNT IN Trrls PICEh I I �X1P-N oP 6XISTIN44 L—rL vE�I�Y Wig11gJ GAP'jOl' I I REMOVE ExIiTINC, FCIA p.Es.ALL Al.fj I CNo �INt-sH w�tvw) Y E401-�- h"AllRANj I 71FEL ARCH. rKEFLACLVJIN NFW fkKTIYIOWI.r*,J-&1 "01r F,d"P rr-ly"GWI�? F�r10t Fear 1Nrtary I I I pc-m�IcFLi(111) ft,°MIW,"jHl' Afl j - I[ I� . .. . . - - -- - ErlsTl t ZXIz'a Irl ❑ woo lz To 96 H N4 ❑ , (, Ex16Yll,4 2-Ia IV O.G. I PFw 2XI2'S I I �P N EW mt7AFK I' {f I I ASNFSRYj SMPsoN Hai12 I I I ..' —NEW NXrc LEDGEfZ 1."r �� erwla. pie To NGW -AU. `�`w/ (¢ PUS '-I -� __- 1I I I � I i; FI�W WIrRwjz' 061f t�JeILTALL Nrw TEl1Ft*AR-( I I - PTIT To 2XG'E'b TG�l� Irl EXI,1. K cc��Nc, I I L I . W/ pie" awns TYp rx „ �� c a IrPIUw AROUND OPEIYINCq I' a I Y II ( I � - gr-lu lorz wuL N// . t�•V15oNKY ANGfY�'� Z S G.T - � Lt-fM-�v=�'D ht rJ ro��Nr slA '-OFF {� NUC46_+VIe�'-� "19T. CFrNI 'r0 MA"1:K NT.Fs FIN . l=xlhT. orENiN4 CXlsr . RAIL(7YP•) DEKL FAhIP FA I,- Ftu�H — YwPY IWa(ta� �iurlc, up I V vV/ ijCb11 5�� JOB$SITEIPLANS G L Plans must be on I� 12'o Job Site for all Inspections. First Floor Plan e���`''' OLD FLOUR MILL, TWIN FALLS, IDAHO a. a pgc"ae .rpcnm O� ^ FIRST FLOOR PLAN: 1/4--V-0- NOTES �Lo yEbp�U"11-,i,,� 1.Clean and seal all masony on all floors . L� 2.5andblaet all exposed timbers,Goal w/ NNQQ}�� 21, clear penetrating scaler G�.r FF• �IS'I"k0/ ---� �4 7 u 3. alr ows�unl athe noted rmtore i iwiisel axle la rsd V�/INIR /s @N',"PFL, L$ �'l T(2 II^ 4�a^ c 5 Li 1 19 It A 16 I 14 A LL • 7 4 G y i --- NEW W WW N�I WINS H I i -s-taw wlHlzwS ( N�vv c�� w� PANIC HARPQARl= i I i I � I A7 � I I "6 4%i--- I :: �I Nela t"/vy�oN=i 2.4�LaI(a"ate• 411 1510,nm ix Gw 4 � I �— © . .•O >:: I I I I I EXI'�TIN(,� 2X12s It1 �I,00 To p,� IIttNG 'P I.El74W i...i �5, w� 5rt{psori NU¢I2 I �0,e�49WU 45 WR MEN ral'TlTlahl A INp N New vwry cmi ELEVA�T9 SNN�' TI G'16 I"o � ZoL 3 r \ a L013 i i I Second Floor Plan JOB, ITEjPLANS 1/4"- o" PIa1 s3in'ust be on Job�Site for all Inspections. OLD FLOUR MILL, TWIN FALLS IDAHO /ry� xexv0.�°�o SECOND FLOOR PLAN: 1/4-=s•.0" a,111.11111pinFla L Y1�SY1L"'1 NOTES 1.Clean and oval all masonry on all Awr o 2.Sandblast all exposed timbers,seal w/ clear penetrating sealer 3.Repair and restore all aidsting dais 6 windows unless otherwlse noted I I I i El I � a � � 2w4'S e ilo"�•� I I i El ❑ ❑ - ❑ I �o'-m"o• Nook � � I I I II FUTLF.L APAF-THF-NT F,g15Pcral,T4q .Fzr--4 I I —M�n sl�n a� Ae�ove � SHELL To SE RESTORED"1D - - - - ❑- - - - -❑' - - - C3 — _ WEA"(H�K pr�F GoNo I'��ot.ui - - — ❑ - - C� _ Y -- To 6V 0--urlt�U LaTEF— II � zx95 el�o•c. � I C�rYp) cox ! I oast WINS,' ' ' 8=z3 t�;cn��..u;1u5 TYf' � I i cra+e frin) VAT°1z +aPT I � moo" .�„WINLbWfTYP) ' f IZ' 12' 1 Third Floor Plan _ r B�S'ITE}PLANSlans must be onob Ste for allspections. l OLD FLOUR MILL, TWIN FALLS, IDAHO 71 t� rnpoaa a/ rppam O THIRD FLOOR PLAN: spa-.i•o- caA rto' a I� u I Vol GS. RfhE17E AWL,BracKt 1,5/PAINT) V� - LIAT 14" W.v-t W 3/a - o "fNKu rxx.T, FETI - _ __ � I � �- j �g_Section Through New Awntg\ . -�_ �" REtER10�iTEEL cAT�7 . ('CfAILINCy :`'A4lNINy A-... 1%2'DIM Sre6Lf{pb 1 (Z) *u O.G.—- --__ �• FtITUM Apt"ai JrAlti'LLff SE:' - l - y I R k1o>GE �� W'N ��srs 9xip clL wc /PC N O 61-1 CShort Sect N u/s:ion Throu h ew Awnin -- - - Ec�1� wcTS C-><ISnr.r., NoxM WN-L *cp MKK RA" 2 NEU D'POR OPF-NI .-.� __ -EXI3.'NG LON--L,t`TEL WN m'Tpo 'mx�s Tov iNG WINppW ka� L Nit MtirAl-6TAW 13CI--to, Ll t-tV— STXI NEW 5/6'A15 w 2"o,c. I . JPVTMIPLANS "Plans must be on Job Site for all I kr-W �P�HENT Inspections. 1 q'a*MTE 6*G to/Ipwwr VAF(+�r'AR+ Short Building Section G" :M ON 2"rOWA TE:D ->•z f�sroN umpi- ,,r.5ED5ow- dq5 w�q',6ENT (z)'.5'<. Ccrlr ToP P1JIi bcT'rL Secti n T rough Building Extension 16a U vz"=r-o" n NK� OLD FLOUR MILL, TWIN FALLS, IDAHO MIND Ass4nt � � • '. SHORT BUILDING SECTION: DRAyyINGNO 51MP F"IWA PN"k A�H r I@Ito"qo Nam✓Plp r� 4#f r "Y �ISEIr 12 IZ IYP' PLY.TrFAP SIr�P Lt210''S _ 2.4 FAF r*R 6 e, iN"fi� tip.�La �. ��M - - �� - INct tv ��rGv-po�IFI� PcLI �Inla#Iy roMMual.-sli"'fff �I @ ZH°-�, wei.THEl4 FM �cRNiozr9'vINGpo_lTa�vZXH$@I o�o�F6 h�fajNNG-�IA!T fD�'u G IO� NG#S 6T Z4 To HEK,m4 rwoo�@ w'q oN F U vv µ I�n� -i LXtw n rim w-n��-PMX ort El'trb @ z4"oc aN Cx _ NrW Fw6H�Nc,ALL- PM x IoRPFTy Z i n D t it New Wo t�ir -- -_ -- _ • -_ _ _ -- -. __ -- -: _ I��axouNn,ron�t� 1 112^ a o� A: New coneKy ANv LF�6GD�"Ta r1TREl=-T jx I-2,v v Kernm6W P4. PRAIN t�, '71E"1 (Pam yl ) f , To Ppt%" a 6*b 71M COWMhS � SEGr7',ID f;� Ivw& 44P CITY To va<�ru�TEtaPuv�•{cY IZp�f. - t:x5:>+4k o IR�IITIMCx-�:ro... I fJEW q�Le, �poujY e,:s o-N t; -rTr.or:4Ra�vn FL, pA'�ENIne� FI�vA v'K W` towMl I Gyv CIS C° IZfpG Cf+rEF 7o P"sW) IM Wt T - / i I �,� CtPOUt\J I - -. - ----- II -Lo!JG2P�'�Frnnaar: t; coNG�+,•�`I„415 -I'�"u22/z'�d.l,�uanN �• - - - - -Nx;61 YF'W. "!A;? — � PI/ T 4•-� Iz".;g+•fwg� rxtsr:s � �I— NEW $IO NLI S6A6 TO PSE h'F'YVVF.[• x/ _..___.-...__—___ �:. YP•E.<F• I�1 -19 8 G4.lT.'L'J Gq .__ '. _. U' v LONN � 12' IZ' IZ' 12' IZ' IZ' I I I TvIb I . , 12'THE vt/s�l•I. w� �4's k4A FLL,/"Tor-f;Ir - q'-G MmirluM 1"r-FTF1 ��� �xlsTNq sWl At� NE,4. JOBkSITE.PLANS " �O on Buildin Section Plans must be on /�—� zr FIK•r•11. [at-fF�T KoI�ND t� � g g Job'Site for all povri6i(, Nca< 6" va^aa'o° inspections. woT�pp p Au 'b4r GE,S !o" & MIS, vopop PaP�i6� OLD FLOUR MILL, TWIN FALLS, .IDAHO 0 ✓Y. O ' s M $s�tion Detail New Elevator Pit A. °moo aIV �� '^aro Pr7rs �„ I aeauce°� LONG BUILDING SECTION: 1/4--V.0- DRAWMNO Section>�� -r,- _ — �p p`a�e(� Plan O O Ir a l"F-N6WN.or IZItI�1 To ac b F-p-HIaED 9 eXa6,T ��- I,-"* D 11tr IJON F3/T 31 ,�JL II P� r7 *15 rTMf'fEFGIAI�-Sh'�"(I� @ 24" 'w wEa�TH�IZ METAL`,It`IN�t — I NEW WIIYCZ Yj — I — CoNG•pORGI{ IAh�IRI( F0T-6 VRWAMP ----- - -- - I , uar rail Elevation ec ion and Plan 4� 1112".1%0" II -- if - I� �O NEW W-A4 IN EI*n cr ------------- II i O �L . �r�CnF-"�REI%yF FIEM jd1.f'�4 N434 �stlift, �� �l lF;�b�,>�!":p:.' 'll 11 I P GX(a to/IO Wh1F I" 14a1.� _ �e 1.+ETAIL iW"el .. A -- INCrAl t.til r ard_ _.—. --- / — _ NEW N!i. H _-. ._...._. GOI-IG•5Tr1If. / � - '. \'\.�-� S•�L NP5�'L�1 - T I , T° �yc�ly� NEov x I I NFW 6:;*4cf TE —►' .m - FpL{Nq WALL JOBtSITE PLANS Plans must be on 4 • a` f Minidoka Avenue Elevation Job Site for all Inspections. — ct '- SEGcND Floe • SXs 3 F nt Pow r n P h Gub'Iot j wr15-T, ee i b A GH�D S•i'RuG1U�. h{7TF�a �olz � --__ � `\ � DE61uti16D F'EIZ i"paHltec.j 5"�EEI• •Al�GH DFhKt� to *I \ �1HH ENS YTL'�QED Fls I�G ` L6Xyxl"KI°"6°NG w4 -1"41501'Ts �CO r OLD FLOUR MILL, TWIN FALLS, IDAHO p,�N ENDS f 3" y: -a" �Esuaae MINIDOKA ELEVATION: MAWINGNO N�1� vN M��r 1��51'opwll�rl 1�ETHoD WATIs►z Al. THm �ioL I. H Orr ii — Z S. (% 4n i , 4 pt i 75- psi. t4eImpy A iTW 1T rpr- Tm.T. Apri!oYAL 2I-ANY HEW hPRV64z A44&L.L riA' Exist'. TExTµIL a *JD 4 c I Rr-PLAG—txIST NEW MrA-31>w-t To xEV Vf taasr,NA �� kGINi�NKINP�'TFt7l.1`E iLGr77F LIh7BCe'f4ND RCt7UR Pyle . MAMCH MCIZTA� PCtLY _ '' I �-- rucK VMW,, CLEAN —. �st%gL,rxlsr.P�KIGK CrrP) TL• WINE NO W.2742M ALL f•" T'r Tl} Cy -IT- DoqtAND WIN1264 "NT—CoL F-,i,r q5-n r K�MAIE EXIST. 13YA"ITEGT - LL CONG.L:I.JTEL fTYT:) I� i u� R.tsTOR�ALL Ki kl' N �f. I--j IGOW L( L 1 F NE<t$�,I4 r E Q Q �x�s:.y q nor rc• Looa,urf tic —� - _— -_ .---- - _._ �-" L -"_ -- -- -- Q --- - - — -f0•DL'Rra'IN6H�G --- -- "All L I uL— t�vRtor•tnNuvus� _ _ __ _ _ —— N,�w�ta�KETe --_ -... _ - yaoun,ar� NEW CN.IG•/F7.L.£.WV-r- _ L�MEHf'Fh 2nd Street South Elevation 1A".1,-o° r1S 1� E e o n Soap, mUb P, s1tot a��P °'to ov'°b e \nslp kTt OLD FLOUR MILL, TWIN FALLS, IDAHO `F , • 2nd STREET SOUTH ELEVATION: spa-ai o^ yy� . STRUCTURAL NOTES 1. GOVERNING CODE: Uniform BulWlne Code(00199I edition.AN connections shall develop the hA strength of the supported member.Contractor Is responsible for temporary erection bracing and shoHng during all phsaes of constructon. 2- DESIGN LIVE LOADS: Roof 100 p.f(basic) Floors 100 paf Sell bearing capacity 2000 pef,Assumed to be field verified by Contractor Wind 70 mph(basic) Selemlc Zone 213 3. FOUNDATIONS: All footings hall reef 1'-0'(minimum)into uruNsturied original sal or i nported structural compacted bsckfill.All backfill under d ro s abs and around foundation wa shall be Imported etruturml fill compacted to obtain 95-of maximum mowture density per ASTM 4557-70.Race bsckfill In D"uniform IHts ad compoa each NR Use a well graded granular Imported fill with less than 5%passing the s200 screen for all compacted structural fill.Or elnal sal under all footings shall bs compacted -� by 2 passes of a vibratory compactor.5oft areas shall be row"with structural compacted Imported bsckfill. 4. CONCRETE CONSTRUCTION: • fc.2000 psi at 26 days minimum: Concrete mk not lees than 512 sacks a cernent per eu Pic yard and rat mars than 612 gallons of water per sack.Mechanicaly Nbrte all concrete.NI concrete Detailed per ACl Manual of Standard practices. 5. REINFORCING STEEL: R.bars ASTM A615,Grade 40,fe s 20,000 pal,High bond Deformed Dan ASTM _ A305.provide comer dowel bare.Lap and Rebar Splices 30 diameter;Clear Reber .Covcr. Footings 3",elsewhere 1-1/2'minimum. 6. MISCELLANEOUS STEEL: 1� fe-22.000 psi,ASTM AM.All steel welders dull be cortMad by authorities In i location of construction or AN5. Use ASTM Z33 Class E70k(ElectrJe., Machine Dolts:ASTM 307 with self-locking nut#., Expanolon Dolts:"Farobolte"(aoeubetitutione) All ferrous metal Item shall have 2 coats of primer or galvanized. 7. TIMBER CONSTRUCTION: —_— _ —__-----_ __ T APA.WWA an LSmbep Graded _ .. Joists No.1 better Doug Fir-larch Klln Died fie:tZL)O psi (14pp repeat) 4 x 5eame No.i Doug Fir fry-1350 pal Cf{TTEf OT -AND IHT 0am.r.l Framiea.Notae• LFPDFy �al�j- GUIO� P J4�= 1. Glul.m material..at be obtal-ed from an.pprowd MA hrbrfe/tor.� 2. All framing raged per UDC T.ble 250 with Common Neu► 3. NI Jolea anchor or K..@—shall bc'5IMr50N'. 4. NI header and beams bearing on stud web bear"I ewe 6n6 pass or double etude unlcea otherwise}etaiia. 5. provide Hortzomtal Sold Blocking for all Joists not to weed 6'A, 6. All bolts bearing on wood Null have standard/taw wssl Y _ 7. NI Yiterior rids shall be galvsnlzed. D. All hadam shall be 2-2 x Ids eontinuoua for up to 6'nrwbaun opla*Vk unless otherwise noted. 9. 5eams bulk up of dimension Lumber ehaN be naaed from bath e4ss usbra 2 rows of 16D Common Nails At 32'o.c.top and bottom of tlu bsam and (/ staggering the nailing.3 or more member built up NuN haw 5/6 mad" bolts each and. N 10, rmdde solld bbcNnii Whind.N swing f/ataws. �Fuglo µ� 11• Po ride double Joist under discontinuous ply wall.cod,"so .#- �INSiD•LL -- _ � _ n All Plywood shall be APA Stamp Graded,Extul.r Gku,C-D sr better. I Place pywod ahathlrig so that side Jobite are etaggard and pwpenYalyr t. Joist.Glue-hall all floor pyi ood. j 2. Use BD Common other sic 6"oar.long peed adgea exd 12"sa at brtarsnsNata bearings,unless athcrwlsc noted. 12p��60 Common Nall.at 6".Ipg p.,W 4- Flmr_�hasthl— /r 3/4"Torque and Groove rywood wkh 10D Common Nab at 6"along pnsi v4as and 1d'o.c.at biter sdiste bearing. t/2'pywood with DD Common Nags st 4"oz.at panel edged,bey Moot d pywpssI (- _. _ _i I edge Jame ate"walls. Adequatay brace all member prior to any den aulllHom welt flu Cenrt aetsr J r Y I shall be responsible for providing adequately designed temporary srctlea �aor1 CSAh�t ICN I I bracing And shoring for all et—t—1 member As requlrod for of uetu sl et bility during all phseee of the work Remove A."from tha site prom,*, Coordinate with Architect on all ahedulbg and dust c,ntmL ~ — — — — — —— B�pf�ine Deparor to pouring concrete.� a hours sprior or to woc all wrvV Gtdam r / - y� r -� 10. MI AN 018•I. . rl AV, `�'U 'V'�' GW V�`I D N Eus E)PLANS 2 The pamcj or omihall sirnspawbletohe st lira ArcNsts ef.ry . ii ��� On discrepancies or omissions affecting the stnucWnl work, i a I t be 2• Excavation to A m 2000 pef baring sal for all foumdatloru#heal bs Ow Pia reeponNbllity of the contractr. Job for all Inspections. '�"N' OLD FLOUR MILL, TWIN FALLS, IDAHO sea$aaoae i �JI1— Y. • Yap4fY 6 e ' ^r_ 4maw ��tu�°�� 5th AVENUE SOUTH ELEVATION:s/s-sro- DRwnNONC G12X?o-7 --- P W/'�a'li7 ptATr� "P-xmT 2X 12-5 qaj Yo crt � f'sXI41 iev 7• Toe4t LxIB w/ 3N GAt�II V�KED G&X c�x13 ftx 14 nFat� I'dLj TO GI2 GGX13xG'w/ 'a1r'� L� yX4xVAx4 r,4 loxf4� fso� To GI2 "H 41�C5 ';G W/ 2-1/2" MAP-Q 2 p�$A � EX IT sTAl rs 2-Yz�x B'Vq -e-"ws I I 75�11 -I Lv n I I. (�AL.VANI�EG M61A1- I i �� (SON rq-PAINT r7 0 s- _aDo poINTEp 61GM- _ _ _ PIZ C,GE UWNer. pylo- Pvi7 vNoW.k - ADD EWGI�ARCH � a ` — APD NEW 14IN;VK16 ��O 9072 ZAmcet u+ir • 6A4E3 r--"4 WIHWkq 7�0 JRP M. IMPAIR"I12T1N4 yTU'Co �A AF,NE-C.EhhAr2Y I I - Y \ I%XISTIMGI µ IH--opq<oM HEvv MgAL 6; Il �XTr \ v NL'w q'b� I I STokP�,E TA+{bc To I IrO]NEN MiTPµA Ll I • -nAIN� pp[� -- - � T7 s 7� M ZAI Building Extension LT3 I— — — — — — — — — — — — — — — — — — — — — — — —— R1�F19Eti1r Fk GI2X4o��x�-4/611 ENG ALAI Rear Elevation e•w 2fi4'S-- � _ GrCoNG. 'SIA.S w/ 9F4C� 12� 'JGf: o .ovP-K (,�"VAL, IPL� D GHEP STI211GTuIFpL - ��� Fes• �� sTallz — f4 f-r @ Is' cc. JOg fTE PLANS Plans must be on Job Site for all Inspections. =III- `• #� @ 12 o,G. �1 WA�' --- OLD FLOUR MILL TWIN FALLS, IDAHO ,3I o„ Dupe°a REAR ELEVATION: sus".i•.O- DRMNIMpIq ra QARAFLor 4l-rr.+M15jLEf. �Aut.x coNr. i / I _ I tDRRyYVYIT FINI51¢ L t2Yvrt N�ORG1n1[#110GH 1r?OCIq G{4l GoUNrERF `�—iI4'Ws�rrcor�sa�P�-n SP�.�-ir NorYou� neNr WiIJa�Nt ' 2*0 4pHr (21 10Wa .t^IGl7D FIzAj!o ti/FI)ep\Erma a-MLW-vN 'Ve 'w—pe-fm TO OPEN OUT INo7ALL A.I'M Mk4UFAfi r-P-'S INGrWA•W%r. '� EaC5r11.1C1 OLA HILL.hV�l-L _ S �: RiOF F(@gBRNaG I Np FRM1G_NTs *r CANr emF1 FROM OxCs In I it ALLOW rOR I"1L`Gli•CQUIPI'1Etiir r Lr \ �r I I / I (otro qw� a�O G - i WindQw Mullion Deta'I 7 is �n w m 3•.1 0" -V-0" 61MIz�N"LO i 2"8 E'LLGKINGI ' - _ - - L�P'r0•�(WB(7/8"TfFi"><'� � \� �s'4A�vANIZEb STF.FL_ 7T� FbINTS Z110 KALL 61LID alYo•G I ara Wall Cao and Flat Flat Roof Iunction with Existing Brick Wall `./ 3•.1'-0" 4a/N I 3i•2"Yyn lu (\pA S'�L+I,Go hs . .. .._..,—. fib"'I'YPL Y' 4WDE3 AGK UP ROD a Z-o l ® DR{Vtr WHIR.Arletz•564L*r tl / rx4 r lrFHII.H tv'V flNr-I'I ME*� f r�l}.�FOrG4N14 NC oN �� ML'f5 IN6ULATVN K-'ARD I • ��£-51N9..lLhitON CL?^7GP. - I CILU�ro•Ru{W�1�D N/ I jU.IEDTOPLYW�^'/ f�HE2IYE I �JI F�AAF�ESN� , (3�2*0 wApE2ca I -q pAT,�H 5I r I A C4 QFAFOF � D �1"T0 G rl* SNAr� wroop L INrF-u rLrWP- �pgtSITEkP�"onS HEAv�Iz pcGoIZDI�IGt 1O p {CD / Plans ob S Insp must be Sill De it I flpEN'II Jite for all B 3•.r-o" ections• (�C 3iii �` tJo�,o rbU�l� 1I WINpod f (2) �&-M WWI? FRAME � I�T� � �� M►N�Tutz�tzak�s � . INs�lON6 e OLD FLOUR MILL, TWIN FALLS, IDAHO rnvatirac m O 2 3"•1'-0' 3".1'0" 1ln".1'a• is °� EXTENSION: WALL D[TAILS: s-.1'"0- OPINMNeNo