Loading...
HomeMy WebLinkAboutPLANS - 04-00104 - Wilcox & Sons - Warehouse AdditionDRAWING VARCO-PRUDEN GENERAL NOTES r.wn:RwO warts DESIGNAnon 1 aTRUOTURwE PRIMER 1 N21 BOLT nGNIENING REWIREM 4. BUIIOER ICONTRACTOR RUPO 01MIEa L VP BURDINGa Ia AN APPROVED FABRICATOR ��� I al,llR�n WRN THE fOLLOWINq CERRFlCAnONS: MEET — g9RP D E'v'ANVIOYID� � �e. d1h� in ❑ b'ASRWgD1 �YjJ1PF D ❑ nu�q —JJ_ D ❑ REtGt4 _I.J_ D In ❑ n.:�m i •F . o ❑ fT O D 0 a.mu�.w dN�'wmn wAm .man,.ma b.a an m,YaeaW:.e w.mxna bnnmrox dmiwmmW,taaud�ro vd,n. Nma:,.ml awirdem "ma: a mew wnw�ae"° wa mmvY�m ew,Nm Mnbn emaererbnmenAdmmpwunb. wdn wavmiuvnlsae. mes u, maamacxYNswwna�ns A awn"n: Wm�i uma� AOewou�sym°�gpw BmWglw+mmmwwimbawgawswam,ade°daunueal pusaMwsawn bmw/W�edNauae°brni aesmmme w°1oe�vemsnbaane sYsbms Ns�°adu n,�n aarr mun a aeawa w anaaa m n m. my uw.nn na bmw mwbd w mu...w. w dnwxlw se+mae awn,rh oaT q vas w e�eexm xiouut ue wnsem at V v. .. -. w mvaRaOb KK M man vd inbedmn d xaunm daGb to deaaa ma ,ro atawnxe w•wdaeNw. ewtwn MaaeauaAedaea M„aadeeadRa wewean+MwemavwbMm daaana nrMwmmuwKKwu n+d°v..w:m lea u �xee W wa.�. u us0 wo u..su,ur e�ma rxave... tn.wrn,m,avww.saror«bwa.xwureawsm inaaew.. as aµdAwq ww damAw m Ma amarys w M w B+Adnw anv+d eawmanb, M wdaaamaa wn waaww eaam mmaa.awnemrcaa Maxmx me.mswA p�mveedaum°pewyMwwroxsemsuroo aswomeewweaudesaaammrM moat' uum speenary nwwee m unma m m w mmN vsr w euAexq suubue n aywy. ,ub,maww w w auanib bmd�.,, nuuenv mnuw a Nar,ovn al d,mM, nub a pertawe mmnw,owm up Arruea wde.wnm a?rxba ceW,oiapwwdogKKM ,epwry,M mwegduanmsbaw,aemnswmoenwaa wuaeMalz wpb wroabwmv KKm,mrnawmdeprbabnsw,lwmbns bmbeivan. a MwsMOMcp ,ro nMM w ea auliaAp, u, v armmv mw mxY.pw, and srcw °anemnea inM�mnndaewxnaes. Xb M°eymsdxpdMBUlmwbwrryWM1e"vie aaM CRW anouwM idAaMaru.MSXedn xn„nrwws,nowmaWn MhwsrN a waa wewdau mb.wzobwmnw.duhKKMwemmam,wmnseawabdMrabw Remw,IdwauwrtMdWmpwwpmmlFYredmrywbueNwto MmYhdM Womiq wda.bwamMaaa,war.e,,,vwamYNm.M.aawwF�mmn°,a�.nw°aw menmaw.. wwem w°mmaero"°�m.e�i a°x anuw mn.awiooma mmawnwadw. mn md.m.aeb aro a d aaxnw nmw,. u mmm�e ab.w.X KK a,aw naAM a mower w swmer n nd q w amRxd ro.wnar w M e.q, a M m®wn.r n um mewma br w.nv M edvn a M ar nA d°are a a.. ad.n n w..m.�..ed M edwso�, aw a mb eaemv. w.advbw�a,w,n.rKKMedgnd�w,nh.,., wm°w mWw tri�iu T'wmmn �aa�NMelwm�uw W�rnwru. Amreroxni mxuavws mob a ,,awe M, ewdw aasabXm amAaw n Md r mee n wm mqd m, n mA�nAy mvriyy�w"�"� �" M w Xuwq w an demeowmwamwndw, ,®puwnpwsxdShkrMaarn a cwwrbalaswadarodanadoae sdmee mauseww wwa nb Mnauaasvd .ee m, amuM svwm n M sae natnbl M1Maum neowN, nsbWbn Pamenas. �ewAaa,aW emmwmnm. w fireymwm„W Mauet,a u� h�ewa, nNwmmwe d�M mNwws. mx asara Mas xu emnvamwEmMv vAnd �a mdma,eawmd Nwwmaa°.mxigaa�w.a.bXm o�ab"d�, CwwiaO a a mrgmv a, xewn,c naan, sa b ml xmwm+ b roBe� a M Oxwos atnwwxsmmmaesrwm.w.eNnwM. mrob wnaa va+roN emw xsw Mn r m w.xa mwrnen aA a�maAh.uaa.. Am M wm.nw a M rom waxt v"f�xnmssX°a� Mw�wb,m awWwsw�murn°ro°n .e�eur.rmwtel�e. m.,w� a°wme"� i�d� e� av:nawoi AevWss wr.m aw.�fewmerwtahme.rn vn� T°met"an adm a Face tewean M and varb ane ab nae � "ainn aw.vaw"Oln�wva mbemam.�m�°wie.�m.e°.1°°�°�m°n"w.aas.,m.wx.n< eiaddo,, XbMidWnueabld MmnluFawmm mbrsue MlMswepu, naM pwopn,m.M va M. mraew�amebrr,bdmadxaxwdw.aw.mnwM and Fdua wbv.umamarw," �onwa w.wamm�.ewnb,NKKMebNnw ia, smawiaroaxase R,roX woegwFbem eede,.v (+oeeawacbAw egwq empbsWx,, se��Rage' mMwawF bdieq�asF pst eepwtb AmaxPe,+C) �PEGIAI_ IVOTE,• I) budding i. 1d 5 i..h (SMT to We seinmWsl fling iv thn fti ti o, of the adjrent bolding is lOS ivehes(SMT)�Bazedov dd, raleWated detladov, Seerion 1620.4.5 ofdm 2000IBC mquurc um ttpunuon151—n due building and the adjacent building of (SM, NEW 2+SM. EXL Mo m. 2) lgds buildivg hd not been deaigRed mresist any extemauy applied loadv from eziad.gbuilding,. TfietUom, 11 fleshing or other 4—mnnridl must be designed to Mleme the applicable d dal movemend to avoid accidanal load avatars. -�.�� «AC AT TE pr C6tK0. KI„ Sr/. n ]Lrnp ]c T.i n 2..0. LL. +�; _ •� �-_ CIXNIT. 1 Anl r iDxL X I!•s]'Is' E a SECTDI 4K I]IA. AI'I MMCL X O'!l'd' pIJo1. 50' FRW M ]R CMKR DF sN"„pai C —.Z aW RNwMD TKNCE µ9xO M IGIGTpxaL Y LIK. 0.21ba• L ST bWil-Di-RAT LIK ! NOnaT SO-I111 i1[NCE LLaxE w0 N6naT • LINO N S2']!Mi• L l3. Tay IIUt[ No µG4 M NGn4T bEM•6.2aT LO']AM' [ it 1. At1 TNENZ ALCNO M NGRRT PoG1T-a-rAT LIK f If•sa21'[ TIEIKE 1—'I ALGC M HRxAT bLM-P-•AT LK p A EfRN[ >0 IR•)oA.11'� I RILCOX nPfE-Of-X1T 111E1 TIUCC ALGID SND RIRMID NOrt-DF.YT tS ] l.Tr TO unwlxu Y. uw L soN] \ 1 S HRY 191 Tc. ID e]b10 MNez apo wo YK uK ] u'SrW sx•As•! 2IL]s' TD M fGM OF a<aleaxL mrtNla It.! Au[£ ` 11 3es-ic6e \ rurn ] �\ I ,� BFGnPNG AT M fGN1 6 INIEAS£DTp K M -TP lJK OF SCCTM ]G ANO M - rtsT Alcor-a-uT uK 6 M IRap raGFlc RADRDAo. wD rGNr euxc x�rsa'Is• E UT. tY GI THE SR CbD:FR R SCCTp ]L i.t L. R.11 L LLL, _ \L Wqs CGNiT. IDAft Twi.9 iGlrin]p ALOUD SND Wp rAGIIC RARRDAD RIGfT-Of _LIK JO'oi'IT' E IllA. tl' TO A LATTt _ Y. Cil[A TItNCE T L/M YR LIK \'o` ` :. \. S If'9543' N S!L]S' TO M NR — 6 M sE/� M SY/ Di sCCTIp SNO IGMS sE1XC M TRIE RGHf eR LFGNRILy pLrwNO M•IiL N CS]bS• R u31�31' µGW A LpGTWxµ YN LIK i0 A'/u LIKI MNCC a]-33]O• R II.fY o yH uK io TK fAST bpr•a-ur uK s us TPUCA �ewe NGNAT bEM-oK-uT pl ; PARKING \ �\C �\ MK TO "T c[ S ff•]A'f]•t Lil'. ITYIC) SCALES V 3f. K'. • S]'!i-. • 42i' f0 A CGIGLiE HCMAf RIGR-H'-2a� ?��WAKf4 TEN¢ 1 21•Af53' IJJ.II'I TIUKC M If'S2'f]-[ 3)£ro' lO M IINIC rGXT ai IEGMNNL tpiNl6 Li ACACS •D. Y . - _� LOT-, NEW CURE, pJfTER • ]• \ � l S. SIDER X x N,�T t SLOT ] TRUER owvEn [ 1 / E0' 40, HER CURB. -UTTER \�\ i SIDEWALK T ' =LOT 2 `� RAIL CROSSING \ SIGNµS AS REO'D. � X <1I /X LOT 1 PROP 1 EXITING LAND USE• AOWCULTuRµ PROPOSED ME. FRESH PACK POTATO PROCESSING zw.c OISTNIDTI •' AGRIC.M.AL r. eNL01xC PEILNTI p S 7L5' NDAEER OF PARKING SPACES REWRED' TO EA . LA I9'x11'1 I N HANDICAP St ALL3 1W.'/'T NUIe EA OT PAPKINO SPACES PRDNDEO 1l a1I13'x I!'1 1� STOR AINEO WAGEk RETAR -SIT EASL N]SR M AS S.- PROPOSED RATER ADO SE�RI AS SNDRN 1 /'IRE FLOW REOUIRE1ENTl `] 25D0 GPAI ^ LANDSCAPING PROYIDEDI 2.5 ACRES LAPOSCMING REOUIREDI $ I.Oi PAPKINC AREAI I.120 SF E0-Oa A. I MY OF REXBURG FORSGREN IDAHO ASSOCIATES, INC. FLOYD WILCOX AND SONS PROPOSED LAYOUT A �o A� a r' ro ^� x tl W o-� Z. 0 �y o- +( 15•-6• 1 '-6• ElDim.a.ien R 444 D3. DB P DID I Dll I I D$_ Dss Dl _ 1 I =+ D9 1U'-0• 6vP)- At 44'•5%B Q NOTE: s D49= h'/gQ • Indicates ANCHOR BOLT PLAN Opening W FOR CONSTROCTION ANCHOR BOLT PLAN SH Will AT= osw ..... . ..... Q Q Q 4 .......... o- P Cam= 8 3 9 "s a i Fa fps •-e rb $ e3xxRRr RRD RaDP oRReixD elRx MITE �Pi.vn FOR CAx3SRDC'IIOx so se a`,xs ux, �.«n�.v ewtehe�tic RIMMtY RRD ROOP BMCIH6 PIl1x erne or ew xn u ru xnuaoe roux, ev¢rneo rr rP. ,v,M wvwvuera owaxner eenwunr �r��e�r�YS.axwr==� � ;_ 11 21- 21— IfIl' '1':: 2: v T.=2 2*�:::isnr —111 211 11 :1.311 11: It: 31 1: 2-1 MIlO 112 "ll 5­ V '12: 53/1:: 3 2 2 1 3 3,1:: .1 1 3 2 -1114 Imol3 3- -- 1 V2- ---------------- .. . .. . ..... ..... uzove:12 :12oai Viz' iii• .2- .... . .. .. . ... 19t U 2- 2-1 119 kVR CON T-TIM kVR CON T-TIM „ uxou X h w 1 i u MM.. T (' T 9 lot a0��..v RONP ssCONRARY P1AN .. POP cON3RRUCRION ..... r. rwxnarw. .r .rwrx w ..... v.axv <..�www.en..wy .a.v.avw n.�u.uwr RO SW- s �® ON�sivzd ��rr y i i i 4 Q / e 88CONDARY ELeYATION M A yaON pc>• YOR CONSSROCTION Y MITC uvm uwxouueam as vmuaam. ev u[t Guam naxwt avrvvnao av rv. vaua ma�auemaa mawme see:wvn yr �v"M`�wMwaww ������� OaaOq.Or 86COxOARY ELEVATION AT A � �®Ila n mun w bye - - ------- ------------- -an'ed 'I.1 dllll —P, —.. — —d _d saes R.d B—.9 t. ­ th. tier sr I al ---- -- ---- - - - - - - - - - - - - - - - - -------- -------------------- ------ -- -- -- ------- - - - - - - - - - - - SECONDARY EDSVMION AT 3 a 8 [3-- MR CONSTRUCTION SECONDARY —VA"ON AT 3 A" I'L G• as n s..••a.[r ••al e iia• e va• oomussm a.oseo a ua• 4 Q Q E _______________________ __ ____________ _______'g ______ vu ____________________________ _ I i .g' g § ® p m© •Inaa,n W C �-Vp -saxi:�• SECONDARY ¢aevATxoN AT n ys�o,s rr�a 8 G �o� MITC MR CONSTRUCTION •..�.eaem:iuwv ,m m, c �� �_��'��� aunu�.n SECONDARY ¢LEVATIOq AT N � o w ar •vu vem[m n,mr mw emxwaanw za rwx[nne. mrc[nv m n. uzw •nmmm•m wxm.nvr nemwm• .,��, ����w,mq I /j // / Y /7// 2 A .... . . .. . jjqjj for. a ii r. .. ..... . o' —ci - FANS -CT - COVERING PLAN f ONq/.• xa s a M a.h eq IUgnc cut ns�. zs a •I51 •eflq sa -0 ,.retie nnst. \zK?[G.. IIt_ I is 1 I I I I j I I I 1 I I I I I I I I �I I I I I I I I I I I I I I I I W I I I 1 I I I I I I I I I I I I I I I ' I I I 1 I I I I I j I I I I n I 0 9S !01 \qy+W FOR —SSRO(:SION Rooe q.xaeR euN Q Q cov3RxRG SSSvaTsoN Ar s 3 rs° °6 FG 8 Mlit PoR CONSTROCTION �aenwa. ..o on aeeww.r arxenw. loaf enf ur .rxfnw .e r.. u... oenfwxex owwner neweerx °x"'mnf'fwr"' M COVBRSNG ELEVATION AT 1 m r Q 4 COVERING ELEMTION AT A yyNpNl Eon 4\f 8 c FOR COAATRNCTION MI�O raae\as, uoloN racuan woero°,• reuu aee ur r u+x wxrtr°aw \wavx°°r etxxvrx uM°m'xf110 f."7.mu°75r°�ES"® ns�xnr err iyRM COV6RING 6LeVATION AT A �a' COVERING E-W AT B 111' 11 1 1 "2 (1.1)ii 222 (2.Q)-0­.9jTM Dl­j - - 1211-2 ­1 - - - - - - - - - - m P 1.12- -2 _77, COVEPIEO ELEVATION M 3 OP 88 1, FOR CONSTRUCTION COVERING ELEVATION AT 3" El ED I /7//4/on COVERINGonING IL—T- 88 FOR —T—TM . Anm MIT —RIM E—W N � / /jam / // I=- nil. nil: ---- ---------------------- -------------------------- ----- ------- ---------- ------ ------ --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------- FOR coms—lom ..... . ". .... . ... .... #1 &-91 --------- --- ------------ ----------- II------------------------------------------------------------------------------------------------------------ AT B FOR CMST-ON MEN=: RE 112 1.- ---------- ----------- -- -------- -- ------------------ ------------------------------------ ---------------- (EAL LINER ELE-I- N FORCCRISTD-IXON AM's LINE. ELEVAT N ATION . . ........ Skm MARK NUMBERS REFER I ENSOA7 jay/. \\� / '♦\„a `V 0 °p /q/�J�y ° ° p 0 °p J{@� DJC 1 \/po ,j� .� "' DJC 2• �V � FFC GC 4 Y �/ GC 5 GC 6 ^' GC 8 GC 9 W GC 10• a p 'L:(4+/\�. p GC 11• GC 12' �L= C L�� 1 •.•`• P38 e ..,,.n..�.o w r� 1 =1 L -��tS r f- 1t 8 FDS CONSxRUCTION MIiG�� -9 D[a�inq �n� Jw-ppr. j '2S prrJ[T lMll. c✓Tu^Er LNet WALL FNtt I LNet RaEL G HNEL CKs cuv Bolt CwauPx GrLT wam•E 4�� aLT 4E54 [ TmR NLM®P (AJT) TLIH � + + 6CEav oafs � GCG !cN i T- TNIN I# v0 0 Guv..2'I¢w(flWxo) Gc6 cl-IP I' •• V eo14p GeJ✓4 -4 a — CNTs-)'KIn- CPsal wP INser WwLL (a es✓i) FUT. Gc5 u�P • R 2mL.{vMD �' (Taao)AN4LE-DF-)-TkIN D.LSY.2aP IWET/o✓rser eva•JaLL Web9rc3 -TYP. -L-E NEADEQ v�celvs NAIL 6HEETG a-71211-1 L INE.2 T -Tyr. F.- C.VV. deslRl COLUMN YTS INSeT 41R a9 �° LINet PANET- 4elr,euP +1 Patr.PNEL Piro Aw.Lt -puratT 41L•T ;J� END Wnu 41KT A.b•LT�N d/7� BbE 41fT -- Li A.WNITL) AAWAu pNEL jNl • y '� 1 4 CBe3 �•- v • Q V •t�yg �A.4LAY)WwIL HI'IEL SAI -� I �T=MYDD� TR1H f P ' /n/5ET/ouTSET 5/Df- We03%E vTyP, fJAyE vpE{_ �: 'dALI TAIL INfR �( 2L O PAL+-IN•vOr/wLL MS F 6�• S�s�s r G 99 xx 01 a•�''•j kVR CON9SROCTION MITG RuvOtiOEK' UMN3NG maanve a vv. tvim v..•n.m..e ae.v.mr saamam. .a � � ae ,2V • $ f STRUT BRACING uamBRB19C7 ALT PU3 RSTRUT ASSEM. ATTACH nBRtgC1 SSR SEAMING GUIDELINES ENOt81 SUSPENiJA7 DEDL5n�wEN10A1 G.GE STRUT iN ROOr 66- Oa S.5" PUPLiN6 ai8 AND SEAM PROrRC� FRDM RURMNS - 100 Lb. L'YL< OR GREATER 6N 4PUC6 MT.- ou .Mw< POR CONSSAUCYION mYMp,Ys ww.r.,. NON BUILDING SBD'8 I I :-i F------------- I . MARK NUMBER KEY EN50AI SECONDARY PUNCH PATTERNS ENSIA7 PANEL RIB ROOF & WALL PANELS (PR) EN52A1 STANDING SEAM ROOF PANELS (SSR) EN52D1 CC NIuBEn9 N7v.9EF9 •i� 4V17 !N. ��Iruu ru¢ .—.N9 s : f n+cn xwn »ex _ �-a�ry'syp se N w'aN SOFFIT TRIM AT CLOSED FACADE FC26At PIGGYBACI, CANOPY BEAM PF20LI SIR PANEL CLIP ATTACI-IMENi� kC01A3 SSR ROOF PANEL ENCLAP Pco2pl �9u«s roa coxs9aucrxox ewq+x _,..�..—...-..._.. BDILDIBD 99D'9 0 0 Za7 =11. SSR RAKE TRIM RC30A1 SSR RAKE TRIM FR—C3-0A41 PA�� T .rout. ...... .. . ­— lsoErm SSR RAKE TRIM Iwrcx SSR ROOF W/ EAVE GUTTER rR—C3-2—A61 SSR RIDGE COVER ATTACHMENT SSR SEAM CAP AT HIGH RIB RC3'H3 P— SSR T.RIME —EL SkU < w TV, wq=r. —W—m— SSR RIDGEFLASHING S-HING SSR To RAKE TRANSITION SSRAIDGE TO RAKE TRANSITION !RC34H61 RIrtERx �. ELS PUN Ric BUILDINGMR�vn SED'S WHO@=: f1C 8 7 2 GIRTS PURLINS EN53A1 kin GIRT CONN. AT CORNER COLUMN WS12E2 JAMBG18A5E4 "ATTA�EHMENT W5 A u.a °.•n �"°"m .xo .xe. o+.x a �c K° E ° R we o�� � E > e � c\v sEDlmx .-4 LINER TRIM AT DOOR HEAD INSULATION DETAIL �w �[WC32A1 SSR�ROOF AT FIXED LOW EAVE fRC 157SSR ROOF AT FIXED LOW EAVm RRCITA3 OVERxFM ODDR OPENING vE WD 845E ,xERwt FLDtx wBUu,roN $VIER=11 ixBuunOx u 1aPj0 � ya ■ I I �� ri / � [Afi tss�t\ F�Fe 0 O � e v 9 FOf \O��E:' y,bi+Ga TOR CONRTRDCTIDN we biq m .y,a �wM air BBILOINC BRD'B R-A L-24 I BUILDING SLD•S �aA�wwaa..t I + + rorw w t ROD BRACING AT GAGE STRUT RBID ROD BRACING AT RASE PLATPLATF ROD BRACING TO FLOOR CLIP RBD7X] BASE GIRT AT COLUMN S27A2 a In' •�o a yr e.sl cn n v, \1 1� ` °Y1 TDP OP WAIL • ®•� •� I AIihIDF]a Nw� ` ng IBCI PP. • ?Q°j4A �vuu BASE GIRT AT CORNER COLUMN NS27C"I SSR =.GOF IV' PGH-_PCAt-IDW RC311 ADAPTOR TRIM TO EXISTING BLDG WCB1A6 �OPFNING W/MASONRY CURB a a yr asa c m _ N4 szoxBe JAMB ATFLNISX FLOOR FOR CORSTRUCTIOR MITCa mOAO��` weueW�� BUILDING SED•S eex,rsra er rr. � ,w wrwe.m.m °aw.mv et�aewmr ��S ��� � �R -