HomeMy WebLinkAboutPlans• • , ' r-------------------~----~-------------------------------------------------•------~-------------~k~ 6279.1 CONDITIONS OF PERMIT BLCO-12-13-3090 Aspen Valley Polo Club Barn Addition-Remodel 3275 CR 100 Carbondale, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IPC, IMC, IFGC, IECC, IFC AND MANUFACTURERS INSTALLATION SPECIFICATIONS . 2) ALL WORK MUST COMPLY WITH THE ASPEN EQUESTRIAN ESTATES PUD REGULATIONS . 3 ) BUILDING IS PERMITTED AS TYPE "VB " CONSTRUCTION , "U" OCCUPANCY, PUBLIC USE AGRICULTURAL ARENA/BARN. UNLIMITED FLOOR AREA IS PERMITTED PER 2009 IBC APPENDIX C, SECTION Cl02 .2. LOCAL FIRE DISTRICT APPROVAL RECEIVED . (SEE FILE), 4) PROVIDE OPEN-HOLE SOILS REPORT AT FOOTING INSPECTION, 1500 PSF . 5 ) PROVIDE ENGINEERED TRUSS SHOP DRAWINGS AT FRAME INSPECTION, TCLL@ 40 PSF . 6) STRUCTURAL CHANGES ENCOUNTERED DURING ALTERATIONS REQUIRE ENGINEER SEALED APPROVAL. PROVIDE DETA ILS AT FRAMING INSPECTION . 7) ACCE SSIBILITY PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117 .1-2003. 8) LOCKS , LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12 . 10) ELECRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION . 11) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 6281. 6280.39 ~,.,. wa •••• /11111( Ba llll77.W i f ;, .. ··: .: ...- . -. - ·:// : ;.;--~ ' 1 j I / -;,··· - ' > .... •• / , , , , ·' 6282.7 -~ .. ,, I-:'::; ~ ... :\ ' ' ' .7'U7T.£4' SURYA'YI.IYG S.KR1'7C.KS 727 Blake A venue Glenwood Springs, Colorado 81601 (970) 928-970B {FAX 947-9007} ..n:, .. ·1-~U&com --6281.06 ··-52~.•J ... 1 ·"-". '" 6276.86 • I -• I 275/07 / :tS"l'tC 'Fl: '!!J.,l/1'.. .. -···---·-,·--.' c? :, :;1" __ . 1 ___ ••• __ u:es· ~ -~.J MN COUNTY ROAD 100 6~1.82 ·---6281.56 ., . 6281.92 .5'2"=-:c,c..;(,'-"",-, _-,--;.· • ' . 'c:;,.~~<;i&;u, · :::-~-·s;,ss w &II~ : · • ·: ~~ ..... 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NO. 564578 -#0.5 __ _ GARFIELD COUNrY, COLORADO ,,, __ ,,,,,, -1,$1411' NOTES: --,-,.. -----._ ___ ' ----~ ,-·, -,P.""'· ----• • --·--t ..... _,_ .. _,. ______ _ ,, ;-;.: :-> ·:·---'.,-"}, / ' 2f.NJS FL: llt/lH.02' ~5.23 'xs26J..48 ' I,~. ' ' ' ' ! ' .. i , ; '·, EQ()fSTRMN LOT ASP,:N £Qtl£S1RW,I £ST.,4T£S PUD AS 'iHOWIII IN THE PlAT AT REC. NO. 564678 GAR':fEI.D, COLORADO DA 7E OF' SUR~ OCroBER J4 2013 lJNIT OF' ll£ASIJREMENT: US Sl/RIIEY FOOT THIS S"Uli'l£>ai' IS ONLY R£SPONSIBI.£ FOR EXIST/NC CONDITIONS BCtDY MARKED HEREON, ANO N07 cmDl7lONS OF A UGH1ER SHADE f/!HICI, WHER£ TAKEN FROM Al.T,4/ASQlt stAi'IEY ffi'EFORM'ID BY Al.TA StHi'~ OF' COI..Oli'ADO, JOB NO. 512-46 AND OA"!ED 9/25/2012. -EJ.£V,1710NS ARE BASED ON A 8ENCHMARI< AT TH£ NORTHCAST COli'N£R OF' SAID EQfJESTRfAN LOT. USING AN EJ.EVATION OF 6280.IU; AS SHOWN ON AN ALTA/ASCM st/li'l£Y PfiU'ORltlrIJ BY ALTA SUR1£>S OF COI..ORADO, JOB NO. 512-"6 AND DATED 9/25/2012. !_ BEARINGS ARE BASED ON TH£ FOI..J.OWING: As.stlllfNG TH£ WEST UN£ OF' CO()l(1Y ROt4D 100 AS tll:ARflllB sotr11'29"W AS SHOWN ON SIV RECORO£IJ PlAT ANO IIONUlrl£m' AS SHOWN HEREON. -THIS +IAP DO£S NOT REJ R£SENT AN IMPRO'IEMENT Sllli'IEY OR IMPROVEMENT LOCATION C£RT1FfC,/. 7£ THIS Sf.lR'IEY DOCS N01" REPRESCNT A 71TL£ SEARCH BY THIS SVR~ TO D£'TERM(N£ O#NERSh!P OR 'TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF RECORD AND NO 711LE COkfM/71,IENT WAS PROWJ£D AT THE 71ME' OF' THIS SUR'IEY. All. /NF7JRllA 710N WAS TAKEN Fl'OM AN ALTA/ASQlf SURI-ET PREJ''ORIIIED BY ALTA SlJRknS" OF' COI..ORADa JOB NO. S12-·"6 AND DA"!ED 9/25/2012. . . . .... $. e..¥ I~ l'e;- ~ .I.... ····1,.---..;:-,:f/. x --t;i,:)'l-1"1 ·...-'1:C ·I ''"·· ................ ,-4· ·--~--,,_-·- ~-~~pl ·--L~~'-'""-'"-+-+--W'-, ~ _ . --~ 1 0 , \J,I . . -,----. . . . . .. ~ ®--~.H>:N.P ~r<,,E:J J B-:··-. -__ .-... -___ -·i . . . @) h;, i,-1 ~c.J,; j.. ~ fJ P-. ... .f.; -1[0"f ... -----·-·-~-~--.. ,>ob l. -"Tl?'TP. L. $ ·c.,;-e, ~-, Co . ... 20 / e,4'2, ~ 0 0 2."2. I 741 f!? le'/ 1 10 4 '? 10 ~ I "'"2> APPROVED SUBJECT 10 NOTED llCEfflONS & INSPECTIONs; GAD'IELD COUNTY 800:fr;EPAR(MJN T Date /. ~ By .J'Jl~ ~ LDCOPY NO INSPECTION WITHOV'f THESE PLANS ON SITE page of WARD and ASSOCIATES, INC. architecture and planning 4141 Arapahoe Avenue , Suite 102 Boulder, CO 80303 Ph. 303.442.1201 EQUESTRIA.N. LOT ASPEN EQUESTRIAN ESTATES 1 :f ----~ r: ---"' • Cl "' Cl M ' M 0:. ' c::, c.., Ea ~. \j - ( - .. . ~f' e.,wJ.L ___ _ ---l!i"". 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T I d 1'-J FL A N FOIIDA TION PLAN NOTES, I. INTI:RIOR SLAB WNSTl<iJGTION, I" R!.!l6ER FLOORING (SEE ARCHITEC111<AL DRAlslN65) OYER 4' WNGRETE 5LAB-ON--6RADE OVER VAPOR BARRIER (SEE ARGHITECTIJRAL DRAHIN65) OYER 4" A66RESA TI: BASE (SEE SEOTI:CHNICAL REPORT) OVER VtlD151VRBID NATIVE MA 11:RIAL OR COMPACTED 5TROCTIJRAL FIU (SEE 6EOTECft<ICAL REPORT). REINFORCE 5LAB HITH ~Xb -Hl.4XHl.4 Hrf AT MID-DEPTH. PROVIDE (2) ~3'<3 '-0" DIAOONAL IN SLAB AT ALL RE-ENTRANT CORNERS. PROVIDE I" DEEP Wi'ITROL JOINTS AT 12'-0 'oc E.H, MAX. 2. TOP OF FOOTING ELEVATION• <fl'-O", l,l,iLE55 NOTED OTHERH ISE T!W, T.O. FOOTING•aEVATION 3. TOP OF FOIJNDATION 1-W.L ELB/ATION • 1OO '-0", UNLESS NOTED OTHERWISE TH\/5, TO. 1-W.L•ELEVATION 4. TOP OF INTERIOR SLAB ELEVATION • 100'-0", UNLESS NOTED OTHERHISE TIW T.O. SLAfl.ELEVATION 5. TOP OF SLAB SLOPES LINEARLY BETW:EN SPOT ELEVAT IONS. 6. SEE SHEET SO.I FOR 6E'r6W. NOTES AND TYPICAL DETA ILS. 1. SEE ARCHITEC 1U<AL DRAHIN65 FOR ADDITIONAL DiMENSIONS. I'>. 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I / \f' ltD==a:;1,;; ~~ --~ -~ , I r l cc) 1 t-c t<-~;;"J ..,. -I ' - , ---·-·· ·-- -. "'-~ I -1>-0 • : ---~ \ "' --,,...--;,._----t I / / ~,.4• "1 .19< , w/ 'I. 1" 1-'-Nr>t. "3f',i,cl- _r::,e,c/ ;,c.At<-fat,4-/,e_ D~ Fewi.1'1'f'.. '"'f //z:.c..e"5 11 b I e ')t 9 YI 11-1 e.., ~ l (lf ;:a:z:lL.~E. -~.._~~ ! c, 1 '2:>lCo ~ ... "'1:>011.. .. i -u, e,.f "1-.,. ,. ~1-t- l'-.<2 0 f f 12-e--MJ b.J.qj ' __ FL oo f-l°L.;,... N '> Cf>--LE ! HAN6ER SCHEDULE MARK -IIOTI'S H-t-4IO "' ln'.:.210-2 WNTRAC TOR SHALL FIELD VERIFY AL L EXIST ING DIMENSIONS, ELEVAT IONS, AND STROCTI.R'IL ELEMENTS BEFORE GON5TRIJ(,TION BE61N5 . pt.q fRAl11t\7 E1 AN tPif5; "' I. Roa' WQJ~TIOO, 1~32' ),pl',. RATI:D ':4-JEATHING (32116, EXf'. V OVl:R PRE--el'>ltff:REO PLATED H:Xl[, T!,!1,';:,56 @-24'oc, l-tl..55 NOTED on-BM5E. ATTAai 51-EAnil!ti TO 51.f'PORTS HlTit tld o 6'oc AT PA!ti. ED6c,AI,[) 12'ar. AT IITTERMEDIATE SLPf'OR1';,, BI.L(.f:. N.l PHa "'66. 2. ~ Sit:l;T ;OJ FOR~ N()TT;5 Aro TYPtr::.AL DETAILS. 3. SB" ARCHITfG.TIR!'-l DRAWWS A1V l'C'.XWATIOH FLAA fOR ADVlnotW.. DI~. 4. ALL WLl.tt6, P0515, AND K,t,J.J.5 ~ 1\-!E Ee..m "UY., K9TEO OllfB<H ISE. !;, R(X"..f' ~\.i', (-O}STRl.l::;TlOlt, AfJ . MAIN Ro::;f' FRAH!lts HO SH&.lHlt'-5 9WJ.. SE lloTN.l.fD Ell:flf!E INSTAil.lt-15 CM:RfRAl'!IN6. Yb~ 8 24'oc Htfl; 2xh Rl?6E>, VALlfYS, AHO HPS H-5?.f Rfa.llRID. 2Xl0 RAT !o.T PERII-ETER. WOv'!L1:: 2X4 POSTS DOH4 TO f'i.ll lN ROOF AT ,W'rx, "'J..ON5 fAai K'\lN FlJCt' MB-13ERST~ l.OCATION5 \iTTl NJJA/:.c.ITT~. stfATIII~ NO ITSATTJ\Cttl"Nf "iW'J._L HATGH MAJ! ROOF. ALTEF.tlATE OvERFR,l,Hiil5 MAY f.lE: PFO{IDl:D EN" i.61H5 Wf;-EN61~ PLATED ROOF T1<JE££5, OR HNN ROC1° m155ES Hi'IY BE CCWl9.JIB) TO t1:ET FIHAL ~ F'L..AJ.a:5. 6. :off ARC-HllU:nR~ DRAHf005 FOR ROOf ~ 1£13.. tf361fT5, ~ L.8611-f,., AtV TOP OF H/>U f'LATE B..Ev'ATION5. 1. AlL etAM5-ff<.f c:ir.'Of'ff.D, lK.E6 NOlID ~l';E t,, AT BEAM BEARIH6 LOCATIOHS, PROv!OE SllD PAGK EWi>l TO~ EXGEEPfN6 6&H HID11-\ LN1..E6 MOIID O~SE 'l EXJl:Rlc:R ( IW'fEl<:IOR ~ WNJ.. Wtt5iT~Tlr,;:t4, $ll.tl$ THJS , Sf'ACIOO MAXJH.M 1:00:ff 2X-4 II lb 'or. 'l'-U' 2X-4 Iii l2'or. 11'-5" 2X4 Ii !Yoc 14'-0' 2X4 It b'or., lh'-2" ~lit (I) :!X4 OOTT~ Fl.ATE NC) 12) 2X4 TOP fl.ATE>. 1/lb' >PA RAlBJ~Tl-lJ~ '24116, E:W. I) (;l(EXreRIQR f-"GE ATTl'v.W J,fltt &,cl I t;,'o,:. ATPNIEL -ID5f5 MO 11'0G AT l~ATE ~TS-BLcXK .lll.1. Pr_ Y~/058f'AHEl ED6f5. 10. EXH:RIOR 1--1AL1.. OPBIJM!S C-Ql61PJX11()1, (2) 2XIO fEADER W.f55 NOTED 0Tlti<J-t5E) l'fTH 1/lb' N'A RA"IID SHEATI,lt5 (2'1/lb, EXP. V FILLER PifLE 8Elrt:EN FllfS. (I) 2M 5lU ~ APft!CAfll}. r2) 2X4 Klt65TID5 + W :!X4 001500, LtlE6 1-t>TID on£Rl,45E. II. tN 00 GASE 51'.Al I Alf( I .;JFRAI I PAD RfSIS>IN& El,,B'Bil BE R:HQyB) FfWM JJ:f EXl5T!OO CDt: C>lci=> ..er .. °'"' .-._.,_.,-.LC · --.,-"-> ">1= 12,.-.., >-,; 1 o N / ~ lb LI N6> S: - " ElECTRICAL PER!.ITllNG& INSPECTIONS ARE BYTIIE COLOO\DOSTATE ELECTRI CAL BOAR [: , ELECTRICAL ROUGH IN APPROVAL IS REOUIREDATFRAMING INSPECTIO N , ELECTRICAL FINA!. APPROVAL IS REQUIRED AT CO/FINAL INSPECTI ON -===- ~1<,ooH !N~ ==:.:.. :) r . .::.·-::-____ j , li V ET ... - . ~J.,f~LL 4!t_JJf ____,, ":. -.c"" -,, H-;-I " 0 z ~ " .c .. > 0 ~ ~ ., 0 a: 3 ) i 1-,.r } 0 ; l) "1t -u ,, )-(ti 1- IL • r=-- I I r-· -/ '-+--~ -------7 L----0 0 • 1 /' . , I ' .· ,,L___;_ --r----,_ / / ,/ , / , , // /+ ,, ./ /-./ / / f ,, , ,/'/ -r:----<---/1/// ,1 , (//,/ /~' ;./. '\l ,,y / / /i ,-"-,~/. ~ // / / / / I / / / / / / / ,, / / ' ,//~/ ,· //// / //// .· ;C½ ---0 0 q.,_ r--,_ ~ il•,rr: r;;f ,.C.,.~/ ii ,,/ r-. • --i. l)f ,/, ~· / ~t t I ~ I 2 ~· ,-, ; • 1•1 j~- ' il ,/ ~1!,,,/ J~ ///~~ 0 $~ .. 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',./ ..,..._ I / / / 0 0 0 • ~---------~·--!------i I I ..,, - ·, --7 I I --- I - I: / / / ,/ / l ' , / 'l ,, / ·~ly ,' / .·,,,/, / : . // / _/ 1/ /'. /, , 1+ · , ·/' / / e W ·,• .• // .. / , , /, . ,/ ··1' ,,, _/· _· ~ /.-i ·-~--=~----:1v, --:--:---~ ,,// / // ,.. / // I -. __ : __ ,',, --/ I D ! ' ~ ~ ~ D ~.~ 'd ~ - ' ~ (' ~ ;; J ----- £~ ~ ,. I+- I ·-·---,- ---.~ ----1-7'-----,-, -----L BARN/ STABLES ADDITION ASPEN EQUESTRIAN ESTATES SUBDIVISION PUD VVARD and ASSOCIATES, INC. archit~c:tur~ c:1.nd planning 4141 Arapahoe Avenue. Suite 102 Boulder, CO 80303 Ph. 303.442.1201 GARFIELD COUNTY, COLORADO • ' . Job No: Date: 1-z;/2,~ / P7 Rev: 1 I Ii / 1-4 • 0 e;, Cl ~ +~-~l I I ~ ..1.-t · -tf · I I L -I : =---..:.~ --·-11 ~-= --,1 _ ~--=rm I ' ::..::... . ~ 1 1 -~-~--!-'\,'-',· I I '. 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'~i: <';,L.tlfV,. ; P I VI ~ 10 iJ";, H ~~ ,-."f" . -----.. ~-t--:~~~~~:::::::::~::J11° -~ <N I'- NOTE; THERE IS NO AVAILAB LE RECORD OF TIIB STRUCTURAL S PECIFCATIONS OF THE EXISTING STEEL, PREMANUFACTURED BARN BUILDINGS . IT IS UNDERSTOOD THAT TIIB NEW . CONSTRUCTION, OVERFRAMINO AND MODIFICATIONS MAY ALTER THE EXISTING BUILDINGS DUE TO EXTERNAL LOADS AND TEMPERATURES . IF AND WHEN THIS OCCURS FUTURE STRUC:f URAL MODIFICATIONS MAYBE REQUIRED. ALL ENGJNEERING FOR THE ADDrTION AND OVERFRAMING IS AND WILL BE TO THE CURRENT CODES AND STANDARD OF CARE. 1 I I I _l_.---• .,_:_ I-,_ ---, -_:_ I ~ --._.. -L --L ----_"'f""" i=L!:YAT 1'7N t -- b U l L D I t-,.JG "oC'°Le;:· I I ! • I t , I:. t ' 1 1 I ' -•·•-·-~ ·--' 'l<l!.._,...._~g'Cl I ~t.J,..l~lf:17 11~11-/ ~~" • t I I l ,I ..,. __ L,,,.qr, ·iz./'.ili> '½'fotJ t7 \ ·~ 1-,1'9 fl,1t,1 •,& J>.Uz..t-,1 l>-~ ~ . 0) (..) C z .. -c . C fil~ 1-- <( a. -u Oc 0~ (/) (/) ~ <( I. 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'• t 'l'l II BARN/ STABLES ADDITION ASPEN EQUESTRIAN ESTATES SUBDIVISION PUD GARFIELD COUNTY, COLORADO \J' -,:, "'r- L 0 i' 1 tl1 z. )' I -- J)~ ",I) 111-1 dlt_ .l- .. ;_'l;. -~ -~ o, I i '"-r · =;: •-.. .. 1.,....1., .. 1'1£ •. : ) ~~ ~IP 01 !-" 1"'' ;-\~ : +.,.. ff i -~ , ' 4'- / "'1 i ' I j " "-- Ii . u (!$ i.f ' i_ ,... 1: GI II' 111 ill \l) l WARD and ASSOCIATES, tNC. architecture and ple1nning 4141 A. ; tw Avenue. Suite 102 Bo.ddet'. co 80303 Ph. 303.442:.1201 / . ' Job No: Date: 1/n /14 Rev: ,-~ • • • • / -, ------~=========il- e:cf; f'i' [D --- • -. _ l -::-~_J},l1'-J illli I!. ~fl. ' I ,. // • I ;, / Ek rd1 ft'? /JO Iv ~ t9'U-e 11 , /? I e-Iv I I~ ~ p;tr,v;de_ UM! >,ex {o;/ei 51yi'I . ,_ -31,,1/>J.L _ £>Ct-e:FJ;t,. ( <i,/1,G LT to ) ..D ed' t--...r k ,vf ,r I -e e, rz__ 1--el/Vl -1-t .e_ '1 /ta£> 1, J; I e ,fo1 / .e f 5 ltj M A1 e- I f I I I i ! I I '-=-~~1 --.L I I ~--f±::::!::_±::i!t---J I r I C l I I ___ j ' /ICL-£1Y1#1/,); /6/ ~9 J:/3 t d. /I ,ln,d ~ct://fl'lff ,1,11.1-z_cm3 ---i-r-i=:-=-=-=-=-1t=============1 , \ C z ~ z 0 Qo -t-!!20 -~~ C C mo ::, ..J <( cno (J') Cl)(.) ~~ w ..J ~z cc w :::::, ~ i8 -c U) ~..J -.. Cl) Y:! z wi.. :::::, a:: a:: @~ ca z w CL ~ • 2)(1) G0NT LEDGER HITH #f2x3' SGREWS @ 12'oc INTO (E) RIM ROOF~THING 5EEPLAN 2Xb g t,•o,; AJRLINS I 5EE SECTION q,152.1 FOR ADDITIONAL N01ES 3/4'•1'-0 • • • D □ 1-1 l 7TEI= ilia, ~11 1 ll l=l l l=IIE ~,11=I 11=c111=111 "l _r11=I rFI ·-TT1::::'::::m I • STONEVl:NEER 5EEARCH.DW65 EXTl:RlOR l"IALL WNSTRUCTIOH 5EE PLAN 12•• ANC.liOR BOLTS" roe 1/2' GONT. 150 . .l'.llNT MAlcRIAL INlERIOR SLAB GONSTRUCTION 5fE PLAN T.O. l"IALL 5EE PLAN T.0 . SLAB 5fE PLAN ~-(2) 15 GONT. TtB V2 T .0. FOOTING 5fE PLAN 14x2'--4'Vxb'H DQl,ELS o -4/?>'0G bXIO BLOCK RIPFH) TO !>' =-L--~-SIMPSON A34 !:AGH SIDE § ~ >- -~ ~~ ~~ LL ., -rn =l 11=1 ITc=!lf=ilT ~1!1111 111 11 i11I 6 I "" Jll=ill I ·-111=111 oi " I 7P I I II I I II I I II I I II • •• • • ' <l • ' • <l • • 1 =1 3/4'•1'-0 .,-n""'flETTl Ill I ~111 Il l IIEIII ~111 ill clll Il l "'I-IIE II I-I --- i.ALLBEl'CW 14 GONT. INTERIOR SLAB COHSTl<IJGTION 5EE PLAN T.O. SLAB 5fE PLAN 14x21...6'x21-61 DOH:LS o lf>'oc, (l-11N. 3 PER 000RJ --..._ PIWIIIDE IJ-8ARS AT DOORS (-41?>• HORIZONTAL 1..E65) ~ (2) 15 Uffr. HB T.O. FOOTING 5EE PLAN (4) 112x3' SGRB-6 HB e 21 0G V, 4"oc. H (2 EAaJ SIDE OF (E) WLl,t-111 HEB) t>XIO 81..0GK RIPPED TO MATCH (E) GIRT HIDTH rl 5EE--SEG-Tl~ON5=~1/5=2.~I -. -<1/52~11 •-,"=III . FOR .ADDITIONAL N01ES . ~~------"~ ~T.O. SLAB 5EE Pl.AN ., • • • <l oi. • . . 3/4"=1'-0 [ = . 'D/f/#mlllln~ll 11 . -111_111_111 _111 . ''=Ill 111-1 ·-111=111 ~ i • • e I ,~ ..... .. .. . • < ·• . . ' ' " ' . ~ • . • . , . • J....- i )....---" EJ<TfRIOR i.AlL WNSTl<OC,TION 5EE PLAN 12'• ANCHOR BOLTS t, ?'oe, 1/2' CONT. 150. JOINT MATl:RIAL INTERIOR SLAB WNSTl<IJGTION SEE PLAN T.O. HAU. SEE PLAN T.0. SLAB 5EE PLAN (2) 15 GONT. HB T .0. FOOTING SEE PLAN ~ TIMBERGOill-fN 5EE PLAN STONE VENEER 5EE ARGH. DWB6 SIMPSON ABJIOIOZ HllH (2) i"•EXP.All'.:WRS Ill Ill TIB11 11 · E l li IIElll-11 I-11 1--1 11 IIEII'-El l l='IIF'' 11 1=-111- -~ . ~ 4r_ T ~ • . 2b"x2b" ~ PEDESTAL HITH (e,) 14 VERTIGAL AND 13 TIES (Ha.M) I ' LL . • < I 9 ~ . -<l ~' --; • EaJAL 3/4'•1'-0 I ALL STEEL SHALL BE eAL v. I D STONE VENEER ----- 5EE ARGH. DW65 L4X4X:I GONT. HITH ~•• EXP. ANCHORS•24"oe, +~r---.......:,,~ :E - ' ~ t---. .. . • • . • • <l '~ EG!JAL r::::---... 14x2'--4'Vxb'H VOH:1-5 MATCH VERT BAR l.OCATIOH IN PEDESTAL t:l) #4 E.H. OPEN-HOLE SOILS REPORT IS REQUIRED AT FOOTINQ INSPECTION ISoo PSF EXISTING PRE-ffi'iltEEl<ED i'ET AL llUILJJING HIILL SYSTEM --INFILL, 5EE ARGH. DW65 EXISTING FCUOA TION EXISTING -----... PRE-ffi'i!NEERED i"EfAL El.JILJJING l"IALL SYSTI:M EXISTING 5LI\B-<lN-i'iRADE-~ EXISTING FOIWATION 3/4·=1'-0 4' ,,... STONE VENEER J -L-- 5EE ARCH. DW6S ~C?---l_,,,-_.,,-- TIMBER C..Oll.t1N __..- 5EE PLAN SIMPSON Afll/1O1O2 HITH OJ-IL..J ••• EXP. ANCHORS f'---· ·' • · li ;=1 " .. :. I'-. J T.0. PIDESTAL • ntegral, • lllC. Structural Engineering Studio 2590 31,.t Street !""",.,.,.. HAU. WNSTl<IJGTIOH 5EE PLAN 2" GONT. 150. JOINT MATERIAL NTERIOR SLAB WNSTRUCTIOH 5EE PLAN T.O. i.AlL fff PLAN fJ. SLAB 5EE PLAN T .0. FOOTING MATCH EXISTI (2) '5 GONT. TIB 14 x R!LL HT VOH:1-5 o 18'oo (8' HOOK) 14xe,•xe,• HOOK OOH:L5 0 -4/?>'0G TIB; DRILL 4' INTO EXISTING 4 SET IN EPOXY I 5EE SECTION q,152.1 FOR . ADDITIONAL HOTc5 __ _ 'll11°1"'1 ,c1ll1 d~ffi'71 1 ' ~, I IJJ,JTIS Jl ,IJl"!;lc-_µI..::' 2,,_•_•-IJf'-'-"'1/D- . 'c:::i I i=TTI= • 2!>' HIDE PIDEST~=i7l -_t:~:.::.'_1;·;::•~--L, WITH /b) 14 VERT. AND "-, • (4) 13 TIES AS Sl-lOH,i I II ~f I'? (4) 14x2'--4'Vx.!l'H --· -· I ' MATCH VERT 6AR LOCATION IN PEDESTAL • 2"-0"x2'-0'x12' FOOTING-I' . HITH (:J) #4 E. __ LJ:f:=4=• :::f~' -~ r (3) 14Xb'Xb' HOOK DOt£I.S 8 e•oc TtB; DRILL 4• INTO EXISTING I SET IN EPOXY STONE VENEER 5EE ARCH __,..-/., .DH% ,-TIMBER GOIJMl 5EE PLAN _,..,...v = SIMPSON ABJ 101oz Willi r-· i•• EXP. ANCHORS cc== ~ :,: ., 0 I fl 5 ~ ~ I ' ~ ri. d io " ' Ii;-: @ • 3/4'•1'-0 b 3/4' l'-3 1/4' 4' 2'-0" . L-- ./ ~ ..... .. . . . . . I'-... . " UI . I ' • I • • ' '" I· 4 • I " ' 4 1· . I • 4 ' I • " " l,i • ' • . 1·-11¼· . I ALL TYP. HORIZ l"IALL l<EINF I SHALL BE GONT. TllRIJ PILASTER 1 ALL STEEL SHALL BE 6ALV.1 I 5EE SECTION 1/52.1 FOR ADDITIONAL NOTES T.O. HALL 5EE PLAN TfJ. SI.AB . , . 5EE PLAN ' .,«1'1'11s1 n'¾· 11-111-•· . r-----..._ ' 2!>' HIDE FeJEST AL HllH (e,) 14 VERT. AND (3) 13 TIES /T4BIH) (4) 14x2'--4'Vxb'H OOl<ti.S MATCH VERT BAR l.OCA TION IN P!DEST AL FOOTING HITH t:JJ #4 E.H. I, TD.FOOTING ' SEE PLAN • = I ' ~ C') CX) N ' CX) N 0 .... 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