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HomeMy WebLinkAboutDRB060294 plans ! / I ! I I r f f t ~ # ~ ~ g-- 12 / .-$~,3 IFi / J r 12" " 16 / ~ 10" ASP ASP n ~ ~ ~ ~ kSP ^ ~ t $ FIR ~ ( ' F1R 16" ~ cCl 1~" ~sp ~a fi i r~ ~ SEWER MANHOLE ~ ~2 ~ N~ ~ f { _ ~ ~b ~ R , j c~ R M 8239.6 ~ ~ t~ r • 12~.a _ r . p. M~ p. . f, . R. rt - o ~'T t S7 ~l•/ . S 25 E t d ~ N 86 5 4~. S As~ ° J I E1.ECT. o / C~''~"~'l~ C}F" ~A~I~, G+~U~`CY a~" ~A~L~~, ~TA'~~ tJF' ~~L,~~!AI~CJ / r ~ TRANS. f gm ~ 1 ,.r r ^e 1 ' f Agf~' ~ / t0' / / ,E ° / ~ ~ ~ TILITY ..s r n A",' pEO. f-~ s ECp. No. ~~278a~ 24 n ~ ~r , 110 EASEMENT ~ ~ ~s 1 ~ ~ ~ ~ ~ / ~j~ ~p 116.89 N ASR r~ ^ ASP / r~~' f U! (J7 r,,, ~ . ~ I1SP 12 - 1~.. 12" f ~ ~y LEGAL DESCRIP'~'ZON: ~j({ ,r R5P SP f f ~ _ / Lot 2, Bioc~c Vail Village Seventh Fili~gr accazding to the ~'lat tl~ereo~f xecoxded Uecember f , _ .~..~.~~~~a ~ ,r ~ u j 17,1965 as Reception No. ~ 02780 i~ the C)ffice af the Eagle Caun~y Clexk and Recordex, / / ~ _ 1 ~ ~sp , 1 r~ County of Eagle, 5tats of Coloxada. I ~ ~3.~ o K ~ l t c~ , ~2 I I ~ ~ ~ t o l r f ~ ~ , ~ o ° ~ / f ~ 39.9 1 ~ ~ ~ / c~ / GARAGE ASPNALT ~ p N4T'ES: /r / 1 SLAB ~ ~ ~ ~ ~ , DR1vE J -o "a ! i ~ 2,~ LEVATION _ _ / / x ~ GE E - RID_ 1} Su~vey Date. June 22, 200~. ~ l X" > ui I r' r+ 8267.0 ~ / / I ! ~ ~ r ~ ~ ~ / / I 2) Location af Tmprovements, Lot lines, and Eas~ments a~re based upQn the above xeferenced Plat of V~il ! f / / / d ~ I ,3' ~ Village ~eventh ~i~ing and ~urvey ~antrol Monuments #ound at t11e tizne of tXus srzrve~ as sho~w~ he~eon. ~ ~ r I ,.R f ~ ~ z _ _ f t x I d ~2 'This Suroey does nat canstiftrts a boundary survey nox any investigation izita recard eas~ments or t ~ t I V U ,,,~~v 22 w 1 M l encumbrances associated with tfhiis ~xoperty. 1 ~ ,,,t ? a 1~ ~ sroR~ t I / 0 1~. 1 t _ • ~ ~ ! o ~ ~ BRfCK DWELLING „ - _ _ ~ 1 , 9.2 ~ 1 3) 'T~ere are no bui~ding setback restrictions ider?tified on the t~ail Viltage ~eventh ~'iIu?g ~Iat. This lot r pT f f~ r ~ a ! _ may be subject to Tawn af Vail buulding xestric#ans, j t x _ R=26 . ~ ~ ~ ~ ~ ' s~~ _ _ Cl. ~ ~ r~ ACRE I E ~ L-114~.5 ~ ~ ~ ~ ~ "~1 4) EL~VAT'Z~N DA,'I'CJM; 8~32.78 feet for t~?e sanitary sewer manhale in~uert with a rim eZeva~io~ of ~ ~ l ~ ~ ~ ~ o~c. _ ~ _ ~ ~ T~an ~~.19 ~ . ~ _ 8244,07 feet, as shown hereon in the right of way for Ptarmigan 1Zoad. This invert elevatian was derived _ . ~ 'L ~ U z ~ - ~ d-24 4 U frv~. Eagle Rivex Wate~ a~d S~zut~tia~ Dis#rict asbuilts. ~ m o 4 ~(GHT ~ 1, h r'' ~ 1 ~ ...e ~ r po~~ `£~H~=51~ 24 3 E /~/yI 5) CONfiflUR ]NZ'ERVAL:1 fook p,2~~ 1 I 1 n~ry IU r' ROI~F ~D'"~ 1~iYi~ ~ r / OVERHpNG ~ r ~ I ~ ~ . r / 1 ~ ~ ~ b~ U~lities are shawn appraxima~eiy and should be tZ~1d verified prior to excavafiie~n, ~ , / r / p ~ ~ o~ ~ 7} Surveyox daes not warx~r?t or c~tif.y to the integrily af any Di~ital Data supplied i.~ conjunckion with ASP ~ ~2 1` GONGR~'I~ / ,1 this map and survey. , r ~ .s + / f, J / ~ Z ~ ~ ~ r~ BEIVCNMARK: 3EIVCNMARK: 8) STREET ADDRESS: 946 Ptarmigan Road. {Posted} ? ~ f rzy h ~ 1 r. F~R +n I J SEWER MANHOLI NER MANHOLE ~ d ~ i~ ~ ~ ~ r . tA f RIHi = $244.07~ ~ , wl~ v~ ~ ~a d= 8244.07' 9) Ri~ge elevations shown are ta top of finish ranfing. ~ 4Q~3 ~ ~ ~~a ~ lNV. _ &232.78 _ &232.78' / ~ ENTRY W cv ~ p f aa .524~~°°" f a i° ~ ~ ~ I ~ As~ f 2~ ` ° ~ \ l / .~IR ~ f l ~ ~ y , To ~ / ,~y2 ~ ~sp " / / ~ { C , ~ 2a 48.8 ~ ~ 1 I, Theadoxe j. Ar~hibeq~e, a Registered I'rofesszonal Lan~ S~u veyor is~ th~ State of Gol~xada, ~R ~ F1NlSH ~ ~ ~ ~ ,r ~ t . hereby cert~'y tha# tluis TQPC~GRAPHIC SURVEY was done by me or under my direct ~ ~oQR / „ I ~ su~exvision, and that it was perfo:r~m~d using the sfiandard care and prac~ce used in the are~ at - 2 ROOF ~ / r,, r o ,F R ~ OVERHANG 2~6 khe iime of the survey. The Notes hereon are a part of tthiis certi~ication. c~ • 1, r S tP r' (i~') ~ j f O / 4 ~ ~ r ! > J ~ I I / / l u~nu~t ~ ~ ~ 0 eo r ~~~~5 ~ ~ , , / t ~ 3» ~ 8.7 ' • ~ ,r 8.7 i~ AsP r f ~ „ ~ 1 ~,~,u.'~JpG48,q~qC.,~~p~, ca 4 ~ , ~ ~ , 2a~ ~ ~ t 5.0 F~R ° ~ / f- . r~R ~ I / 45.6 „ ~ 4~ „ , ~ ~~~37 ~ : * ~ ~n.«- .x f r X , ~ f ~sp p f ~p ~ASP A~p / f / ~ ~ TITILITY $ ~ .r 1 ASP ~ / ED. r ~ ~ r ~~~t~;(*~~ ~ (!1 ~ R.Y~~~~ / f ASP LA - ° r / / ! r r ` r ~ ~ 20 ~ . l r. r' 12 ~ f '.~eodore J, Archibeqr~e PI.S 37902 M FIR M... ~ RSPf 24 ,f s g -Y' r Colorado Professianal Land Surveyox ~ FIR .~,r r, ~,,,,r $2~ /w / r ~ ~ f f „ r ~ r• ''r r' ~ ~ L, r' / / ~ ASP +t 1~ 'r `r ~ ASP f'" ' -°s''" / 2 . ~ L~ r Q~ SPµ~ ~ ~ ' ~F p r ~ pGE s ~ ~ , r- r ? \ ~Kj~ ~ ~ B ~ f ~1 fl ; y 7+~ ~8` ~ ~x.~ ,``,i ~Y~`~ s ~ ~ ~ ~ itF',. 6 r~~~..3 ~~~~~'a,s~~e~~ ..-'''r~ ~ r ~ ~ ~ 1 ~ y FOUNf~~VF,~ ~(~N(JMENT ~ ~ ` ~ , . .....~~M ~ _~.u~,~..M » r.- ` ~ 1 Y fl~PLASTIC CAP ~ STAMPED LS 2568 ' ~ ; r~e~~F l ~ ~ t ~'d 4 ~ ~ f 4 ~ .,r- ~ p / ~ ~ ~ / ~ ~ ~ 41~ u r / sa ~~AS~ co~N~~ ~a a vAi~ vw~~acE ~otn r FOUND SUR'V~Y--~14NUMENT 1.5" At'CJM(NUM CAP ~ = .-°CS No. UNREADABLE ~ . . Tf~POCRAPHIG NIAP ~ C~ Q~~ . r p~ ~ ~ L , ~ r„ L~t~T $L,OCK ~ a ~s~ onal aun ~ c~ ~Ia 105 Ca itol Stree Suite 5- P.4. Box 3893 '~'A~~, Y~L~LAC ~ S~Y~~ITH F'IL~NC p ~ T41~N 4~' VAXL, GQUN`!'Y o~' ~AG1.~, S'~AX~ oF GO~Q~ADo AI(iTlf'~~ ernnrrlinn ~n (`nlnrnrln (nur vn~~ m~ic# rnmmcnra nn~e Icnnf 1:7n~n /~'n~nr~an Q'~t"."'~i t~V1AV1..• ixvvuuiiiy av vvviuav r~» Jvu u~r~ ~rva+viivv vii~ v.,vLpv1{iir VVIVip\iV ViVVi DRAWNBY: mss JOB NUMBER: 06123 DRAwzNG NAME: action based upon any d I efect in this survey within three years after you first discovered such defecfiW 1n no euent, maY anY action aased uPon 970.32$.6020 Clf#iCe 970.328.6021 F1X 06123Z'DP,DWG any defect in this survey be commeRCed more than ten years firarn the _ date of certification showrr herean. 1 OF 1 oA,E: o~.~~ a6 ~Ec~D $Y: ~`1~~ _ _ _ . ~ ~ ~ , I ~ ~ f'. ~ ~ ~r~; ° j P ~ ~ ~ ~ p L"~'~ f /n I I f~ ~ ~~~~f~ `~~~5 .1,~,~ln , . i'tiy' I 4}p pct~';',' ~ 0°0 ~ ~ I ~ ~ ~ I ~ ~ ~ o ~ ~ ~ n~~~ m~~~ O t]. LLI ~ t.t_ I ~ ~ i LOT 2 BLK 4 VAIL VILLAGE SEVENTH FILING ~ ' ' ~ ~ ! ' VAIL CaLORADCI ~ . Camm~nit5r ~ev~l~ r~~nt qepartm~n4 ~ d ~u~ldin~ ~afety an~lnsp~ctian ~enrices ~ ~ Se~:;~:~ ~ ~,~s„'"~~,...6;~terna#~onal8uilding ~~d~it~r~a~fion~1 R~lden#i~l CQC~M t~Gc~~I4y ~f permit,l`he issuancp oP grarnSng of a perme! sh~q ~ nat he c~n~tr~~ca t~ be a permit ~or, or an appr~ual of, ~ny violation nf ' any cf t~,~ provisiprts of this code or oP ~ny ~ther ordinanc~ of the jG~i~dEcti~no Perrnits presuming to ~(ue authority to uiolatc Qr can~41 th~ pr~visians cf ti~is cads ~r athe~ ordina~cc~s the ju~sdiciion shaEl n~t be va9~d. Th~ i~s~ance oi a permit 6ased ~n ~onstru~tp~n documm~t; and ~ oth2r data c11~11 nok prevent the ~ulltling o~ciaf frQm r~quirinc~ ~hs ~ i ~orrec#ic~ cf ~rr~rs in the canstructian d~cumertt~ ~nd oih~r duta. Ti~e bui'~,~~ cf~ici~l is aCsa ~s~tiiarix~d ko prev~r~t o~cupancy cr use of a ~ strL ~~rc ~~ai~er~ !n vIo(~ti~n of ihis ~tl~ ~r nf any ~ther ardin~nt~~s~f ~ this~uriudic~ion, ~ PLANS~XAMIlV~R; ~ °~~~C7A't'~: ~ ~ ~ ""`.Ir""" ~ ~ ~ . ~ ~ ~ I ~ _ ~ ~ ~ ~ a o ~ . ~ - ,~~~~~fi~~~: ~~~~I1~~ ~~~~C: . AKER AKER ARCHITECTS /~I~GHIT~GTUi2AL I~Rf~WINC~~. 1 I ~~v ~~v~ ~ ~.Ex~TH III~III~III ~.o.l A~ ~~~~~~p ~~Q~ l.~T LIG~1 ANn r~~APERY ~~o~GM EAR1H P~YWQOD p1 DO NOT SCALE DRAWINGS ~.a. eox z~~2 EDWAI Ap AGG~55 PANEL LT LI6H? TROUGH EDWARDS, GOLORADO 81632 A0.0 COVER 970.926,6690 AGOUSTIGAL 970'g AG LT~ LINTEt ,~ti ~ v; 02 VERIFY ALL DIMEN514NS, CONDiTIONS ANQ UTILITY LOCATIONS ON g~p g 970,926,6694 F~X A1,0 PROPOSED SITE PLAN ADn ~~N~~ LVR LaNE~ WASHED GRAVEL FINISH W~Q~ THE JOB SITE PRI4R TO BEGINNING ANY WORK OR ORDERiNG AD.1 A~-~~~~ MN MANHOL~ CONT, i T ~T~~~~ M~ , ANY MATERIALS. NOTIFY AftCHITECT OF ANY CONFIICTS OR CONTACT: KIRK AKER A,?,p EXISTING LOWER LEVEL DEMOLITIQN PLAN AL ~ MAP~I~AGTU~E ~~W DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. ~ ~ ~ ~ ~ ~ ~ ~ A2.1 EXISTING MAIN LEVEL DEMOLI110N PLAN aLUM ALUMIh~1M MO MA50NRY OPEA'ING i~iii~ii~~i = ARGH ARGNIT~GT (URAL MTL MAT~RIAL iii~ifr~i/i!'i STONE MASONRY WOOD-ROUGH BASMT BASEMENT MAx Mr~ir~uM 03 AREAS OF CONFLICTS OR DISCREPANCIE5 MUST BE FUL~Y _ A3.0 PRUPOSED LOWER LEVEL FLOQR P~AN 6~6 B~A~IN6 MEGH M~GNANiG (Al.) q RESOIUED WITH WRITTEN APPROVAt FROM THE ARCHITECT BEFQRE ~aw~ (owners con~ultant) A3.1 PROFOSED MAIN LEUEI F100R PIAN ~.W ~~ow Mc r~DlGlu~ GA~Ir~Er ° ~ CONSTR~CTION CONTINllES 1N THOSE AREAS. B~. BEVE~.En MM6 MEMB~ANE ` STRUCTURAL CONCRETE BLOCKING MONR MONROE & NEWELL ENGINEERS, INC, ~ A3.2 FROPOSED ROQF PIAN BIT BI~UMINOUS MET MCrAL 04 PtAN DIh~ENSIONS ARE T6 FACE OF STUD OR fAC~ OF CONCRETE, pp PO BOX 1597 A3.3 REFLECTE6 CEILIING PLAN i B~K BLOCK M M~~R UNLESS OTHERWISE NOTED, SECTION AND E~EVATION DIMENSIONS ARE TO TOP 70 BE BIKG 6LDGKING MM MILI.IMETE~ (5? ~ OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS AVON 70 BENCNMARK ROAD, 5UITE 204 - BDT BottoM MN MINIMUM CONCRETE MASONRY ~lNIT GYPSUM BOARC OTHERWISE NOTED. ' AVON, CQ 81620 A4.0 EXISTING ELEVATIONS BLD6 6llILqING MIR MII2ROR 970,9 9~~~g~~~776$ A4.1 EXISTING ELEVATfONS ~ 970,949.4054 FAX cpr cARp~r (Er~) Mi~c r~~~c~~~~N~ou~ ~5 PROVI6E ALL NECESSARY BL4CKING IN STUD WALLS AND CEILINGS. OCAiIONS 9~~'~ G5MT GASEM~NT MULL MULLION ~ CONT1 CONTACT; HANNES SPAEH A4.2 FROPOSED EIEVATIaNS ~ ~ cAUI.K IN~ NAt t~A~URAi. BATT INSULATI6N ~ S7EEL~METAL AS NOTED INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHEIVES AND A4.3 PRQPOSED EIEVATIQNS ~ c~~ c~iuN~ N~ r~ais~ ~~nucriou I GT G~RAMIG iIL~ NOM NOMINAI. CLOSET RODS. A5.4 SECTIONS GLR ~,~~A~ NIG NOr IN GONTRAGT RIGID iNSU1AT16N ~~~~!~~~~~~~!~~u FINISN FLOOR f ~ ! co~~MN Nr~ Har ro ~c~c p6 DENOTES DOORS, REFER i0 FLOOR PLANS FOR LOCATI6NS. REFER TO A5,1 SECTIONS ~ ~ ~ ~ CANG CANGfZET~ OP6 OpENING ARCH) ' G~ ct~NC~T~ MA~N~r u~iT o~ o~PO~ir~ DQOR SCHE~ULE FOR DOQR TYPES, 105 C ~ ARCHIBEQUE LAN6 CONSULTING, LTD. A5.2 SEC110NS 105 CAPITOL SIREET, SUITE 5- PQ BOX 3893 ~ ~ ~~5~ t~NSrnucridN Q~~ ~~p~~T~ ~ANp DENOTE5 WINDOWS. REFER TQ I~NDOWS AND fL00R PLANS FOR EAGLE EAGLE, CQ 81631 A5.3 SECTIONS ~ ~ ~ 07 E GDNT GONTINl,~US QH 0 ATI N F R T W H R N TYP . 970.3 ; ~Jr ~UN~zo~ .~lNt PR ~Ai~ L C 0 S. RE E Q WINDO SC EDULE FO WI DOW ES 970.328.6020 A5.4 SECTIONS ~ ~ 97~,3 ` GPR GOAP~R PK PARKIN6 97~,328.6021 FAX A7.0 WINDOW SCNEDULE ~ ~ € ; GU~7 ~~7Q~ PVMT PAVEMENT ~ ~ DT DRAPERY TRt~'JGN PL PLASTIG LAMINAT~ nT~ ~T I 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN ~ ~~rAll. ~ni~~ A3.D CE(LING, FLOOR AND ~ALCS SPACES. VERIFY LOCATIONS WITH ARCHITECT. A7.1 WINDOW ~ETAILS ~ ` DIM pIMEN510N P~F PDUNnS PER SC~UAR~ ~OOT f~~,Q E A7.2 DOOR SCNEDUL~ ~ ~ ~ i 1~~' DDO~ ~'OUN[~ PER 5C~3Ai2E INGM A8.0 INT. ELEVATIONS ~ ~ . i ~~ap~~~ SECTiON REFERENCE DETAiI REFERENCE ~ DF I~zJNKIN~ ~oUNt~IN a~ ~uAR~Y ~IL~ Og IN TNE EVENT tHAT ADDITIUNAL DETAiLS OR G~IDANCE IS NEEDED BY THE A8.1 iNT. £LEUATIONS ~ ' ~~~G EE~GTRIG (Al) COI~TRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF TH1S PROJECT, THE ~LEVArION (51 ~~R ~~~~~~~T~ C4NTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIV~ ~ ~ ~ ; ~~evAro~ r~iN~~zcE lnl~ (i~~! r.o. ~~,~M ROOM NAME j ~Q ~~~~n AMPLE NOTICE SHALL RELIEUE ARCHITECT OF RESPONSIBILITY, ~ E- ~ ~L. i0~'-! I/4 ~ EXHAUSt 12~5lLVENT ~ ex~ ~v ~v~sioN f~3, fiN~l ~ ~ ~ ~xT ExiSrIN~ ~~v5 i~vEi~~ 1 ; ~~RIO~ 0 tHE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING AL~ APPLICABLE ~ FC~ ~q~~ p~ ~~~~~1~ RN ~I6Nr NAND HEIGNT REFERENCE ROOM NAME CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS ~~~~~~fi e ~ ~9 I ~Q~ ~AGE o~ FIN~~N ~ ~E~~ PROJECT IS GOVERNED BY THE INTERNATIONAL BUIEDING CODE, 2Q03 ~712UGTURAL DR,~WINGS: (ownera consuitant) ~ ~~M FAG~ o~ MA~NRY ~t7D AND SNELF EDITION. CODE COMPLiANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS ~ ~ ~AC~ a~ ~~ua~ ~ ~do~ a~iN ~ SHALL NOT PERMIT WORK THAT 66ES NOT CONFQRM T6 AlL RELEVANT ~0~2: ~ ~~Niy~ ~~py ~T ~~p~~Y r~ACK CODES INCLUDING UBC AND ALL LOCAL AND REGIONAL CODES. In~ernational Building Code 2003 Edition 52.1 IOWER LEVE~ FRAMING AND FOUNDATION PLAN ~ FINI~N~D ~1.110R ELEVATIDN 1~JDFING A ~ ~IR~ ~XTINGUI~IiER ~M RODM S2,2 l1PPER LEVEL FRAMING PIAN ~ ~17G i20 i~~N QP~NING FIf2E DEPA~TMENT GONNEGTIDN GR1D BUBBLE Occupancy Classification: ~2,3 ROOF ~RAMING PLAN FHG NO~E GONNEGTION ~5 RC~UU6N SAWN WINDOW TAG ~ ~ R-3; Single Family Residence ~ ~IR~ ~xtlN~ui~NER ~A~~NEr 5 ~~~-a~7 t~E~~Q~ THE CONTRACTOR SHA~L FIELQ COORDIN~TE AND OBTAIN APPROVAL FROM ~pl. ~~~~p~AG~ SNT~ SH~ArHIN~ THE ARGHITECT & ENGINEER BEfORE ANY CUTTING, NOTCHING OR DRILUNG Constructian Type: S3.0 N~TES ~ ~p ~i~~~~iu~ yp~Y~p 5M ~aNEET ME'fAL OF ANY CAST-IN-PLACE CONCRETE, STEEL FRAMING, OR ANY OTNER I FL6 ~ 91M 51MILAR STRUCTURA~ ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY QF Type V-B 53.1 QETAILS ~LR l.ASNING y~, SC~LIn G012E I 155~ ~OR: !i?A7E: ~ ~~ODR pN6} THE BUILDING, ~ ~f~ SPEG SP~GI~IGATIDN DOOR TAG Square Faotage Calculations ~~•2 DETAILS 53.3 DETAILS ~ 1 ~r~ ~LOOR DRAIN ~ ~ j ~N~ ~`~T~~~ 5rn SraNC>~~ UI ON R FERENCE t~51GN REVI~Y{ f1~~i,1P.U6 ~~~~30~ RE SI E I FURNISHED 6Y OTHER5 5T STNIN 1IL SroNE Lower Level 1,934 s.f, I~t(X~SS ~~~8,14.06 ~p~g gT~ ~T~~~ ..-.~E----? 12 1HE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AN6 STAKE OUT THE ~ FI2~EZ~ PR00~ Ht?~E BIB Main Level 2,502 s.f, ~ ( ~u~ ~~p i~ ~n SrQ~ ~~N ~ BUI~DING FOOTPRINT FOR OWNER AND ARCNITECT APPROVAL PRIOR TO + 6a, 5r~ SrRUGruRAI. BEGINNING ANY SITE WORK. ~11lDING }'~RMIT 5~f pb.28.+~`~ TOTAL LIVING 4,436 S.F, I GAG~~ GAUGE T~l. TEL~PNONE MATERIAI. BREAK ~ 6AlVANIX~D ~ T~~~VI51dN 4 A8.1 2 ~L~GTRIG,~L nRAWIN~~: i ~ ~ t ~-e- ~L ~E~~~- TH~ ~H~~wo~n 13 IT IS THE INTfNT AND MEANING OF TNESE DOCUMENTS THAT THE CONTRACTOR Garage 510 s.f. ~ ~ ~ ~Yp G~~~S, ~.AZ~NG 'r~G tONGUE AND 6RO0VE AND EACH SUBCONTRACTOR PR4VI6E ALL IABOR, MATERIALS, TRANSPORTATION, r {,t ~ ~ ~ EL9.0 LOWER LEVEL ELECTRICA~ PIAN i' 'I~ ~ Y I^~% gD ~'Y~ ~A~' 7,0,~. ~oP C~ p~YV~'DOD 3 SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE ~B NoSE ~IB 1~~~ RECOGNIZED STANDARDS OF THE INDUSTRY, Site Area: .342 acres EL1.1 M~W LEUEL ELECTRICAL P~AN ~ ; ~ ~ ~ Hcw ~A~w~r~ r.o~. rop o~ ~r~~~ H~p~~ INTERIOft ELEVATION REFERENCE , s-.~------ 4 t~~Tir~ T.o~w. Top a~ waG~ Site Coverage (20% maximum): 2,541 s.f. (17%~ ~ x'~! ` i ; ( Hr~ ra raw~L ~A~ ~ ~~A~ HEATINC,NENrIGAtIN~/AG ~ .~AN~,~ 14 ALL BUILOINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS, NOTIFY # ~g .i . . , t: i }~~~HT r~~p~ ARCHITECT 4F ANY DISCREPANCIES. 1 C~PYNIGCiT~ 2006 _ ~ Landscape area (60~ mimimum required): ~ H~ NOI.Lt1W GQ~ TYp 7YPIGAL ~ H01LtJW ME7AL UNO UNL~55 ND7ED OTNEI2WI5E Site Area .....................................................................14,897 s.f. ~ n,rk iker a~~wie~~, ~c ~ „ H~(ZIZONT~L Y6 VApOR 6ARlZIER Buiiding, walks, driveway, decks and terrace area...,.4,398 s.f. ~w~ NOr Y~A7ER HEATE~ VI~ V~f21FY 1N ~IELD ~ I INGL INGLUI7E (17), (ING) V~RT VERTlGAI. ~ IN~111E pIAMET~R VGT VINY(. GOMP451TION Landscaped area .........................................................10,499 s.f. (70.5%} ~ INSTAIL~i? BY GONTI2~GTC~2 WG WATER GtC~ET n~ ~ ~ ~ IBD IN5TAI.l.EO BY OWNEK WP WATECZ PROOFIN6 ~ ~Ny IN5ULAT~ (D), (I(7N~ WWF WELI1~1~ WI(2~ FA~RIG Parking Requirement - 4,Q00 to 5,50a s.f, = 4 spaces ~ r~ , IN1' INTERIOR W WIDTH, WIDE Parking provided - 4 spaces ~ ~ ~ ~ ~ ~ JANIT0~5 GLQS~T .1G }~1qW W1NI10W ~ , ~ r 6~ KI7 KfTGN~N WO WI7HDUT LAM LAMINATE (D) Wp yVppp Maximum allowable building height: 33' for sloping raof ~ Maximum heiaht. west elevation: Ridne heinht.......8267' i LAV LAVAI(mT Existing grade, west elevation:........... .........~...........8239' ~ LH LEFT NAND Building height ,28' ¦ ~ f ~ ~ ~ _ . _ . _ . i " ~ J ~ 1 G i ~ ' a'GJ ~ ~ j I I V F~R F~R ~ ~ ~ ~ ~ z~~ s~ LOT ~ ~ ,s ' ~a ~ ~ I " ASP ~ 10 ASP ~ , ~ ~ i ~ . ~ ~ I I ASP 8 ~ FIR „ FIR ~g" / 1 ~N T~ACT B ~ 2 ASP ~ , 2~: ~ SI:I~IER MANHtX.E ~ ~ 3 N = ~ ~ ` ~ FIR ~ ~y/ ~N ~ FIR , ~ RI~1 8235.6 ~ ; ~ ~ 2a.oo ~ ~ , ~3 , ' ~2~~ ~ ' a a~ „ ° 8 25 E ti N 86 5 ~ ~`~F. ! ASP 43.6 Jr-'' I ° ~ ~ ELECT. 1RANS ~y g>t ~R ~~~~f' g" ~r 4~~~~ ~j ASP 10' ' _ ASP I - N~11U?Y + _ ~~awM~~T > > P. No. 102780~ _ , • EASEMENT (REC / ~ 1 Q _ ~ N ~s°~ ~~wr~ l~~o~~r~v zv~~) " : r ~ ~ ~ ~ ~:.,,.~~~Y„~a. ~ .89 N i~ , ~y "I'I6 _ --""'J N _ t ASP - - -F ~ tP ASP ~ -#fr`„"- _ , ~ / _ - -t- ~ -r_" -I- t~ ASP T1" ~ -l 6" MIN AGC~R~C~ATE p c~'o 5NOWM T~17 6,~ 4 GC7NG. P1~N B/~5E GOURSE ~ U o~ 12 12 ~ ~ + -ASP -F -F + , -I- ~ i~ FiR ~ SP DRIVEWf~Y (Nd SNOWM~LT) ~ rti ~ o ~ -F -f- -I-- -F -F ROOF OVER, HAN~,~-- I ~ _ ~ c~ ! n -I- ~ -F aad~a I ~ l.,r---~ Y SP 's c? ° ~a ~ P 43.6' „ END 55 LA PO L . 92 5~ IN GONG. VAU T ~ a: ~w a~'i t.~ o FIR r CONC. Q ~ r~ 1 Q'~ ~ 39.9'X ~ ~ PAVERS o V' ~ ~ 40.3 X GARAGE _ f ~ SLAS . ~T ~ 3, ~-~o ~ _ .}.r IDGE E~EVATION _ _ - q~ R I~M~1(~ \ r ~ ~ _ - Q° u-i . R S . ~zs~. N EXISTI~i~ ~IR \ -t ,rr1 Q.~ ~ ~ TR.~~ ~ ~ ~ ~ z sraRY ....o ~ .3~ BRICK DWELLING AL1. BRICK W 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ C° 11.4' L,~WN 2~ ~ ~ ~ ~ r~ G BING ~ ~ a 9 o R=2~ . o ~ ~ i N ~ ~ cQ ~ , x„~ L-11 .5 ~ ~ 48.8 X aEC. Ta r~ = 5 .1 ~NDL~S~ P POt~L FINISH 5~T IN GONG. VAULT FLOOR ~ 24°4 '0 " ~ ~ ~j$ D~GK I , C-{-1=~1 °24'3 "E ~ . 1~BOV~ RQQF C =113.6 ~ . D ~ OVERHANG ~MC?V~ DD R AND ~ nP ~ W~OD GR1B ING sro~~ ~ - t ) ~ + ~ A ~ ~ « , ~ '~g q~2 -I- + -I- + P~R~NNIAL, ~ ~3~p~ BENCHMARK: ~ ~ -F ~ -F ~ O za~ ~ SEWER MANHOLE F~R + ~ + + -F + ~ . ~ 5HRUB >7 - ~HRUBNG~ ~~T~L RIM = 8244.07' j ~ ~ ~ , w ~i MA~551 NG5 40, 3 ~ ~n ~DGIi~G INV. = 8232.78' ~ + + + ENTRY W cv As -I- ~ + ~ W o0 8240 ~ to„ 1 A5P , ~ s''~ -F -F ~ ~ 2 ~ Q ~ ~,r. ~ ~ ~ ~R ~ I ~ a" -F ~ ~ -F ~ ASP ~ a~ ~ ~~°`5 ASP , „ -f- -F -I- -f- ~ 24 FIR + + + ~ r~~T~.. ~ ~Awr~ ` ~ L,aT ~ ~~~i~~ ~ ~ 24 + + + + ~ + ~ ROOF ~ ~ ~ R + ~ + WDOD -I- -dVERHANG ~n GRIBBING HANG SHADE ?U~.ERANT $2p~6~ ~ GROU~11? G01/~R5 #~-1 ~ + + 4 + ( > o {p WDW W~L~. /~ND B/~RK GHIF'S ' ~ f + -F ~ -F + + ~ o ~ y + + -E- + + ~ r ~U BO ~Y ~ ~ ~ + + + , 1'~ ~ r / ~n ~ ~ ~ ~ ~ 8.7 ~ r' !Z r ~ y -I- -I- -I- -f- , 2 -I-' + ~ ASP ~ ~ x 5.0 ~~R ~ + ~ ~ + ~ -r -F , -F ~ -F -I- FIR ~ ~ r ~ ~ 45.6 + ~ + -F + + + + +X 45.6' q,~~ +X -r + , 3" ~ 1 -f- -I- , -I- 8 ~ ~ q ASP -F ~ + -k- + -FASP -F -F -I- o~. + 6Q .._--~'~ASP ASP A~11LITY ED. ~E~~ V ~ ~ -f- ~ -F -I- -f- -I- + ~ n `f- 2a~~ 2a" ~ ~ ~ ; J~,,~'' r 12 FIR / FIR ~ / ~,r' ~ V ~ + + + ~ + ASP~ 24 ~ ~p - ~ -F -F -F fIR AS ~ / ~ ° .--f' ~ ~ ~ ~ ~ ~ ~ ° ~ -E- J~,.-- / H ~ 14 ASP ,5 ~ ~~j ASP , ~j ,r„-,---- ~ ~ Q c ~ ~g ~`i ~ ~ ' ~ ASPNA 2 oF A, 7 c~ ~.p ~ h ~p~~ OF ~~.e' f. / ~ / '''"r ' ~ ~ ~6 / ~ , . ~ f ~ ~ ~ .~2~ i "f ~ ~ ~ ' . Q NQ1~: /~LL LAWN,11~~5, SNRUB5, GROUND ` ~ GOV~f~S ANd P~RENNI/~L5 a~A~.L HAVE FOU RV MONUMENT ~ s ' i'~RM~N~hlT ,~UTC~M,~TIG IRRIG,~TI01~ ~ ~ 1" Y ~ PLASTIC CAP f ! ~ ~ ~ r STAMPE LS 2568 ~ D ~ . a,` ~,CJ w . ; ~ ~ / ~t, ~Mj~ ^ ~ O ~y. / ~ ~ p~ / I~I7 ~ DATE: G1 ~ ~c~ / / DEaI6N R~YI~I 07,IQA6 ~ / SOUTHEA5T CORNER L4T 1 1 ~ PR~"~r 08J4.06 / ~ fl~l~ 08~ VAIL VILLAGE 10th I~ ~ ~ua~ t~r ~r oa.~.v~ FOUND SURVE'~-bIONUMENT ~ ~ ~~?t~ ~r at.trt~i ~ 1,5" ACCf1MINUM CAP I~~~~~ f --~'LS No. UNREAOABLE , ~ CON51~I1G110N 5Ef 14.271)6 ~ r r-- ~ ~a.,~~ ~ ~~~g~' y 4'a ~ONS II30~6 i ' ~ -WINDOW CHANGES (2A4~J6 ` ~ ~ ~ ~ R~VI510t~ 01A8.~7 f ~ ~ ~ ~ ~ ~ ~ ~ ~ caern~c~r zoos µ ',._J Rirk Aker Arctdkeets, INC i ~ ~ ~ ~ ~ ! 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' b'-II" UP ~ , / / ~ ~ i X I VV I~oil V~I\~V~ I ~ ; m° i m ; ~ ~ o ~ I 7~~-Q ~ i ~ ~ I ~ 4r ~i ~ ~ ~ f y 13"-3' ~3r'3e ~ ~ ~ a~ ~ a I I ~ ° ~ ~ ~ . I ~ ~ ~ ~ I i ~ ~ ( ~ ._____J o I ' ~1 C ~ i ~ I I I 12~MOVE i I I I~D ~f2: IDAT~: i DE51GN REVIEW 0`I.10.06 ~ ~RpC~RE55 08.14.Ob ~ / ~ ~ ~ I ~ ~V ~V 1 PR,OGRE55 OB.22.46 BUILI'JMNG PERMIT 5ET 08.28.Ob Y ~~/~~~~/~~~I~1~ 1 i~~~ ~ I/4~~ = I ~_C1 ( I ~ ~ ~ I I ca~r~c33r 2aas L,:~~ Rirk Aker Arehileets, INC ~ ~O~ ~ I i SQUA~i~~ ~04Tf~G~ G~I~GUL,~TI01~S; ~ ~ I L,IVING: I~0 ~,.f~. i G~RAG~: 521 ~q,.~t. ~ I n ~ i ~ i ¦ ~ ~ _ _ I '~~,~c~ ~'Q~~~~ ~ ~ I ~ s' ~ ,~;s i ~ ~ - ~ ~ ~~'~~~'~~~~~C'~'~ ~ ~~4 ~ ~ ~ ~ i I I M i tLl ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I X 0 ~ ~ I 1 ~ ¢ N ~ i 8'-3 U2" I Zp ~r`~p ~II'a~ 0 G~ <C i Ll. W rn u., ~ i ~ 1 i ~ V/ ( R I ~ I I ~ I i i • .r~ i ~ ~ t i ~ I ~ , 1 ~ ~ I I I ( 25'- 3/4" ~ 15'-1° 2'-5" ~ If'-4 3i4" ~ 5'-A° 11'-3 I!2" 13'-31/4" « ~ i E _ I ~ ~ E o el ~ i ~ 1" ~ ~ ~ , i Q ~ , ~ { i m , ~ w „ i - S -(1" 5'-q 3/4" ~ ~ ry 18'-2 3l4" ~ , ~ i r ~ T ~0 i ~ ~ i r 20'-0 I(4° ' ~ N ~ ~ 4 ~ ~ fV (V I ~ J 1 ' i ' _ ~ - ~ I ~ N TO DEMOLISH ~ ~ f2EMOVE ~ 7-I 3/A ~ 6-6 5'-6 i II -10114 i i ~ i ~ i ` - _ _ r ~ , ~ i ~ n , ~ ~ ~ 40'-10 3J4° , ~ 0 , m ~ ' ~ i I I i I ~ . i ~ ! ~ ~ ~ _ _ E ~ i X 10~'-10 ~ 4" ~IN15H ~LC~C~~. ~ r i ~ I ` ( m m 25'-61/4" ~ ~ A I o ` ~ ~ ~ o I ' , ~ V ~ ~ ~ , ~ n i ~ ~ U I s A1/A i E3~-'I ?!`~u 1 {3'-4 3l4° i ~ 1t~1 • ~ i ~ ~ ~ i I I I ~ ~ ~ ~ q ~ ~ I i ~ ~ i 1 , ~ ~ I ~ ~ ~ ~ ~ ~ ; ~ ; ~ i ~ i ~ ~ I ; ~ , ~ ~ ~ i ( 1~7 FOR: DATE: ~ ~ I ~ ~ DE51GN R~VI~W 01.10.06 ~I ~ ~ Pi20CRE55 08J4.06 i ~ , ~or~s as.~,r~ I ~u~~v~~ ~T~r oe~za.~ i ~ ~ ~ ~ ~ 7~ ( ~4~ I ~ ^ ~ ~ ~ ~ 1.~~l~1./i~~MC?L I T I 0~ ~'l.~~l ~ i , ~ , ' ~ I , I ~ { i ~ ~ i ~ ~ COPYRiGt7Y' 2008 ~ ~ ~irk Akzr MehiLeets, INC ~ ~ ~ I I ~ ~ i ~ ~ ~ I ~~~~J: ~ I ~ ~ ~ ~ ~QU,~~~ ~oor~,G~ c,~~.cu?~,~riot~s: ' ~ ~ I ~ i I ~ l. ~V~NG: ,~4't2 ~q,.Pt. ~ I i ? n ~ ~I i i . ~ ~ ~ I I i ; i ~ I ! .e ~ _~_._____.`..~_..._,~.n..-~____ .a_____~~ T.,_._~~.__...____' i ~1 I ~ ~ ~T ~ ~ ~ ~ ~~~Y ~ i ; ~.3 ~.4 A5.4 ~ ~ ~ 1 1i D~GK I~BO~/~ ~ I~BO~/~ ~ _ ~ _ ~ ~ ~0 9~ ~ ~ i , ~ ~ ~ ; ~ ~ RG~~~~~ ~i ~ ~ ' 4'-4 I/4" i I I6'-~° 4'-13/4° ~ ' M k i CU r CO "Cf ~ ~i O> ~ ~ I ~ ~ ~ ~ ((j ~ I ~ ° _ _ _ _ ~ .s._ _ _ .es e.` ~ ~ ~ ~ ~ ~ Cf5 ~ i i _ _ Ct] ~ ~ ~ I ~ Ci ~ ; A5,3 t1. W rn ti ; ~ E ~ ~ - - - - ° - - - - - ~ ~ I ~ R5.2 ~ ~ ~ ~ Il"-3 3l4" 10'-la" p'-il V4" q'-ID 114" Fi2AM~ OV~12 EXISTING ~ i BRIGK ~ ~If2~PLAG~ ' I ~ , ~ ~ I NOTE. ~IELD VE121~Y ANp LOGATE ALL N~VJ WWDOWS P~f2 BRIGK DIMEN510N5 ~ ~ ~ `F-~ ~ ~ P, B G D ~ ~ ~ i - - - _ ~ ~ - - ~ - Tv o ~ ~ ; ~ (WOOD} T ~ , i ~ ~ ~ ~ ~ oi` 05 ~ ~ ~ ~ ~ Bathroom i ~ ~ (T1L~) 4'-10° G'-5 3/4° 17'-I 3/4" ~ '-9112" I~'-21/4" 23'-11114' a~.i n~a ! 5112'" ~ I/2" 31I2" 31/2" 3 V2" p 1 U4° Bathroom : g r 4 ~ Bedroom 3 ed oom Bedroom 5 ; (TIL~} m (WOOn) N ° (~'~100D) ~ (WOOD) p ~ ~ . , ~ ~ 3 Il2 ~v m D ~ - - 1l2° -5'-10 U~"_ '~4° ` 13'-6 ` "_3Il " ~4° ~aa2 - - - - - ~ ~ - ~ l~.l ~ _ ~ _ ~ 06 3112" ` _ ~ ~ ~ A5.I - m ( ~y ~ I~ " 3~''~° 8'-10 314n , throam , ~ E (TILE) ~ ~ I ^ I ~ U2" 4'-113/4" _ „ l - _ ~ ~ ~ aq ~ ~ I i~ - ~ CAB. ° ~ CAB. ~ ~ - ~ ~ o~ o o~r ~ ~y i r` i ; ~o~ , - ~ - r i r i~ i N e.__.. ~ ~ E m INnfGAT ~ NEW WA r ~ 02 l ~ ~-L IS q 3/4 ~I~Q,q U ( ~'1~C~1~11(C1~ t'00 p~,~?^' I 08 WODD i (GONG.) , 20MIN. DOD12 WITH 31(2" E ~ M D ENTR ~ ~ ~ ~ INDIG~tT~~ WALL 7H,4T I^l~ATH~R 5T#21PP(NG I - i n HP~S BE~~I iZ~MOVEI~ --=p = (STONE) THR~aHOLD $ SEL~ ~ X~~ ~''~~~i~, ~ 10-I 5' 6112 ~ - - ir,~~ - ~ = = 2a~-~° - ~ ~ ' " - - GLDS~ ~ ~ f~.l - . - - - - - - AS.I ~ ~ ~ laund ~ D er CABINETS ~p ~ ry~ ~ ( ' X IC ~ x ico~_a„ 5~~~ _ ~ ~ ~ _ (GD.NG.) . ~ ~ ~ G E t ~ ~ : ~ ~ ' ! ~ . ~ ~ ~ i ~ ~r~ ~ ~ ~ r ~ ~ ~ ; ; ~ A ; ~ ~ ~ ` ~ ~ ~ _ ~ ~ ~ ~ ~ ~,o ~ ~ - - - - - * _ ~ ~ _ A53 i ~ ~ ~ ~ ~ ~ ~ i ~ EXI5TIN6 6Af~AG~ DOOf~S ~ ~ V I lo 10 II ~ ~ ~ i i ~ « i ~ ~ _.s ~ - - - . , ~ - _ _ ~ ~ ri ~ i ~ } ~ i i ~ ( I - - - - - - _ _ _ ~ ~ ~kJ.~ ~ ~.o ( ~ ~ ~ _ ~ ~ ~ ~ ~ _ _ _ ~ ~ - - ~ ~ ~ ~ _ ~ ^ ~ P. ~ I i ; OVE~.HI~N6 ,~f ~ ~~~~v~ ,~~ov~ ; f i H I E J~~ ~~.y[~ I ; I~,J.~ I W,`T ~ I 1 i ~ i ~ ~ 155UE17 F~UR: DATE: 1 ~ i i S~iIGN REVI~I"l 01.I D.06 i 1 ('F~6R~55 08.14.06 ~ PRO~ 0822.U6 9llIl.DING P~RMIT 5E7 0828A6 i i I ~ i ~~o~a~~~ ~.o~~~ I ~ ~ ~ { p ?~_o~, { ! f ~ ~ ~ CQPYRIGllT 2008 1{irk Aker Architecte, INC ~ I , ' i I ~ NOT~S: ( i ~ I ~iQUf~R~ ~ODTAG~ G,~L.GULATlONS: ~ i LIVING: I'~~0 lk~,.f~, A ~ i r.~ar~ar-,~. ~ ~ ~ ( , . wRr vw`u w? ¦ ~ ( ( ~ L _ ~ ~ _~_~~v _ a ~ ~ ~ ~ i ~ ~ ~ 0~ C~1~~~ ~ ~ ~ ~ ~ i ~ NEW DEGKING ~C ~ ~ n ~ i 6~~ i ~4~, NEW RAILING ~ ~ i I bf ~ 3 ~ ~ ~~~~,.~.u i ~ ~ X ~ i /~J~ CI`p,p J U I 14'-3 I/2' S'-13/4" i I ~ r~ ~ i cQ 00 ~t L c0 I i ~ ~ ~ ~ O'~ ~~~CU ~ ~ ~ ~ ~ ~ ~ _ - - ~ ~ ~ ~ - ~ ~ ~ ~ - - - - - - - - ~ N ~U., ~ ~ I ~d N,p ~ y~ i ~ ~X~ST Q C1 ° aC ~ (~J.~ i ~ ciwrn~ 3 - - - - - - - - ~ - - - - 'v~~ ~ m ~2 i ND`f~: FIELI7 VERI~Y AN I~2 m ~ LOGAT~ ALL N~W r ~ WINDOWS f'Ei2 BRIGK ~ ~ ~ ~ ; DIM~N510N5 ~t ' ~ 8'-l U4" 12'-G U2" b'-b 3f4" 3'-I 1/4" V ; IN~ILL WlNDOW~ i ~ ~a ~ ~ 'i i ' H I .1 'I lNING RQC? ~ v _ ~ ~ ~ j l 0'~ ~ / - ~aa) - - - - - - ~ ~ ~ , ~ Q o ~ ~ i~ = ~ ~ . i ~ i-s o 3 " - MASTER R H ~ j ~ t~ ~A ~ 4 ' ~ ~ (TILE) ~ i ~A ~ ~ QlMhll ~I ~tl ~ U L ~ MAS~'ER BEQRO M ~ i I - - ° ~ " ~ - BEDRO~M m ' (WC?Op) m I- ~ i ~ ~ ~ B THRa M ~woa~1 , I ~ - ; ~ m (TILE) .r. . , ~ ~ ~ ~ _ ~ - - 2`- 12` ~ - - - - - - - - - D ' ~ ~ ~ I~J.~ _ ~ - - - - - - A5.1 ~ ; ~ ~ ~ N~W A~ APPLIANG~ ~,P. ~ ~ 3 U2" ' ~ ~ HALL D ' - m q ~ - -~'-8"- (1N0 D} ry I - { ~ . ~ ~ 2-2 3i4 ~ N I : o ~ i m 14 N ' ITCME i i j - - _ 7'-b" ' E O _ ( ~ ~ j ~ - ~ = ` i ^ L~tYOUT ~ i?~516N BY OTH~RS i l~ ~ N { ' i = Y I I ~1 I 11 1 II i_ I IM 11 1 4 1 11 1_ 11 I p u ~ 15-3 U2" 2'-2 3/4 3-6 4 3114 2 A V4 3 I! 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I.. . - ' - - I . _ _ _ _ _ . ~ _ . . - ~ _ U ~ , ; i - ~ , , ~ ~ _ ~ ,_i "~:~.r _ _ _ ~ r : . r 1 , _L _ _m t . - . - ' 2, 1' - a. ~ ; l L . = ~ S" ! . _ Z u r ~ i i _ . ..,,r `L ~ l _ _1- ~ t r 1"" ! ~ ~ ~.1~, ~ i~~ I ~ iT7 i1~ `_S:' _ - a"~? e ; , . _ . . . _ _ " ' ~ i . . - t .1 L - .1 ~ J~ . ~ ~ i.. ~ L . , J . _ i . . _ ~ Z ...i , , t.~ - _i a :S 1'. 1 r , ~ . ~ r-~ ~ , ..r~ I _ ~ a.. ~ ,_r,,_..i _._I~ 1 _ _ _ _ ( _ C.. _1_ . ~ .,--L,. _ _ _ ' _ ~ ~ - T ~ - ~ _ , a~ : + ..a . _ ~ T. , . , ~ ~ _ i _._1_i~ _ i L4YJER L~V~L , - - - - _ _ _ _ _ _ _ _ ~ ~ * EL.. 100,_C7° (S23q.q') i i i 'r ~ ~ E R~MQVE ~XISCTNG -t 12~MDyE A~L ~X151TN6 J ' i2AILINC~ ~XT~RIOR WIND4W5 AND ~ DUOi2~ (1'fP.) ~XI5T11~C~ ~~ST ~1.~1l~TIC~N~ ~/4~~ _ ~ i 1 a ~ , ; ~ ~ ~ l ~ ~ f2~h~OV~ ~XI~TING- REMpVE ~XISTING----~ D~MO EXI5TIN6 ~ ! N ~LAT RQOF GHIMNEY , 5M1 GLES ; , ~ r ~ r=~ ;a_~_~~ i r. _i_ `_1rJ A~ _ _ _ _ . _ _ _ T.O, RIDGE ~ - - '-,=~-r,-~ ,.,~:.,...=i _ _ ~ ~ - 1.'~,e~" ~T',-L_:,_„-._. . _ ' _ _ _ ~ .A. r ~ : ~..:=i r i ' " ' _ ~~-r=y- ( . . . . ..L... ~_.i_ ~ W~ ~ _ _ ' _ _ ` ~.~.~5,-1.,r:_. ~-~r.~T~~.--~ i26~-2 ~~a° (~2~~r.o~) ~ ~ ~~;r~~r`,S,"" =i_.`..i_~~TT_~ ~ -r~-~-r-~-._;-~-~_, ~ ' . i ._:~...i.... ~1~'~~ T,a. Rin~~ ~ _ j ° ' _ _ _ ~ ~ _ _ _ ' _ . _ ~ ~ . I . T r-~-~ . . ~ . i ~ ; I i ~ ~ i r ~ ~ ~ ~ ~ ~=?=s ~ ~L. 124'-10 3/4" (826~.5') ~ ~ Q ~ i I I __a-;T , ~ ' i I i ` I~ i I I' ~ ~ I i j; i ~ ( ~ i~ I~ i ~ -~I , ; ; ~ , ~ _ ' _,_!__~l_ - I ~ , i ~ ! ( I 1 i i I j,.~~.i.t I - i ' REMOVE EXI5TIN6 ~ ~ Q , I, j I I I ,,,--;~i i.:._u i j WIh1DOW5 ~ND TRIM ~ V ~ ` ~ ~ ~ ~ ~ 1 ..T~ir,._!r ,.L, `r ~ , ! f ~ ~ I I 1 t';_!_I i - ~ ~ ~ ~ ~ ! ~ ; ; 7 r r`i ; r ~ I ( ~ ~ ; ; ~ ~ ~ `r . i ~ I I i ~ I ~.1.~~_LaTt~ t..~.rC.r....l ~ . ~ ~ ~ I i , ~ ~ ~ ~ ` ~ ~ ~ i ~ ~ I ( ~ ~ r~~ ~ ; ~.,~.r~.~i,.~i.~..~ I, ( ~ !ii - i ~ ~ ~ i~-, i ' ~ i..:._` ~ k ~FI ~ ~ ! ( i I ~ ~ ~'~1~T'i._.i? t~ ~ ~ ~ ~ i G ~ i ` , , ; ~ ~1 I k ~ ~ I ~ ~ ~ '-r" ~...-i...~~r,~..~..i,l_.!,r~., ( i ~ i i ~ 'ill' ~ ~Li ! - ~ _ j,'. , i ; _ - - t_~-~ ~ ~ ~ ~ ; , INSP~GT ANI~ EZEMOVE ~ ~ I ~ i ~ ~ 1 E ~ i~'~ i-,-`r-~~-~T i ~ T'C`i~T i I 1 ~ ( ~ E ( i ; ~ ~ -~,a_.~~~a,_~ a_~~~~_,~.~~~r~Ul,~,.~ i I ~ ~ ~ i i l i ~~i I ' i ~ ~ _L~ ,_ri' EXI5T1N6 ~A~GIA ~ ~ ~ ' ~ L ~ ~ _ i i i i ~ ~ ~ i i ~ ~.,;i._ ,~T~ ~~~'~-T-~!T- ~ ~ ~ ~ , , r~ ~ ~ I I ~ I ~ ~ ~ - - - I I ; ~ ; ~"=i'; '`i B4ARn5 ANn Ti21M A5 ~.._.T` - - _J l__._ ;-~`1.:;~ N~G~5aARY ~ ~ ~ ~ ~ ~ ~ _ ; t. _ ~ ~ _...a., : ~ ~ r1~~ ~ I I I I ' ~ I ! ~ I i I ~ . ` J' , , ~ , ~ ~ ,~JT.r ..I~~.._~..~~~-.171~..LT..ii. ~ , : , ~i ~.~~_.__i.~_~. ~~~.1 `a~ - ~ _ ~ C ~ . v_____~._ _ _ .L_~ _ r:..~._1.~ ~.,..~..~....~~.~1. ~ 1 ` ~ ~ ~ f ~ ' ~ _ _ ry. . . . . , ~ . 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'-r.r( i_'_~_i,_, ~r' 7 I _ ~ L~i.-~ ; I ! ~ , ~',l,-~ ~ ~ . , ' i ' i I._~. , _ _ s r ~ , - ~-,-1-,-'- ~ _L~.. ~.T ~ T. ~ •-,-i i i I t ~ ~ ~ i ~ i . : . ~ ' . ~ . , . , _ _ _ . . . . . - ,_r _ ~ ~ ~ , , _ _ _ , . . ~ : ~ . _ ~ L . ~ ' j ~ 1. ~-4~ `t" ` --,-~r - ~.1 r 1 ' . r ~ ~i ' , ~ '.-.d_. ~ . jl,._ ' ' -n~-'~~ ~ ~ - r- . . , ~ r ~ I , ~ . ~ , ! , . . , . . ~ . , .~L: _ i:~ f~. , . rir~ ..._.~....a _ ~ L.l...~,1.~, ~.1, I ~ ~ ~ y~l' R~MOVE EX151TNG 51DIN6 l i i i i~ , : ~;~V~~ ` ~ . . ~ ~ ~ ~ l wV_:. A..i ..1 rr,""` rT . ' ~ . . : . " ' . . . . . . _ , , . _ . . . . . , . ~ , , , . ~ ' i i . . , . . . ~ ~ , ~ ~y. - ' ~ ' : : . . . , i _L,_ . 1, . ' rJ..,-~ - ~ ~ - ,~..i ~ ~a.1 I~ ~ i I I _ ~ r' . , ~ ~ ~ f _ _ S ..._1_ L.:_ _l.' ~7~ ~ _ t, , ~ .."T`T~` '"T' _ . _ . _ ~ ~ i ~,1 ; , , ~ t ~ ._`I' 1 ~ , ...r.. _ , . .i ' T 7 S i'" ~ i I L ~ ~r ' i , ~ _ 7 ( ~ ; ~ . ~ ~ T ~ ~ I . . ; ; , ' - - - ' _ ir..i ~ . f. . ' ~ ~ -j_~ _r . ~ . _ 'I ' _ _ _ _ ; _ , - ~ _ _ i _ T `7`i_"`' j' i ~ I_ L I_ i" t ~ .r , _ L.r , L r - '-r ' ; i ~ i y~ ~ . t , . r . ' - - - ~i.-, i-.~,-.r. . , , . - - rr'' ~ I I _i,;~~~. 4~ ~1- i ~ ~ ~ ~ : , I ; ' ; ~i. ; i ,'T : Y.~'~ _ 't-_. , r._ ~ 'y ~ J i i I ~ I r~ ~ _tr_..:.~. ' i i, v- ~ . _3. . ~ ~ . _.._.~~a._. . ~ , ' ~ _'.~.Im..__! .~._I` _1 _ _ 1_~ _ - _ _ . . ( ~ ~ , ~ - - ` ' - ~ . . , ! ~ i ~ i . i . ! j , 1 ~ ..~i ~ir.~_.~ h.i,s,.1 I C' " ' ~ , . - -._L: 7 rI_. _ _I_~ ,i.~' ,.1_ ` G ~ _ ~..t_1~ r L - T'7 " a j , ~ . - ~ r • . , . . ' _ ' ~'-r t ~ I I ~ i ~..~T; r; ~ i.. ,i~. ~ ; i ~ ' ~ , G , ~ " _r ~S~ .1_ C_ 1~ _ T_'.~ ~ I ,.i, _ ! J ' . . I ~ ~ ' ~ . . . ' _ " ' ' _ ' _ ~ ~ . - , . . _ . . i I t..._ y-~ sr x''~ ` i . I . ~ ~i.~1 T . ~ .-l 'I _ , _ , , . -r r`,~,~--~..i - « - i t . ; . . , ~ --r ~ i , ~_•T r1-r" ~ _'r~ " I~N I ~ ( ( I i, i T f ' I ~ ~ ~ i i i_. ~ ~ ` l l'~ ' ~ 2 1 r]. ~ L _ _I i_ ti :i ( i _ ; ~ ; ' '~1_l,~ i ` I _,J~.~ 1~ i I ;I ~ i,i,-:;-L.:.~a.J..y1._:~~~.T_ C ~ ~ ~ i I 1.~ ~-.~.1.~...~:~_~.~. - - ~ A~ ' i ~~p~~ L~V~L . . . . . ; ' . r'_ i' 7 r i 1 T'` r'-~t1r'7 17`Y-,~ ~ . ~ . ! _ _ , . . : . . . . . . . . T_,- -`i. i_.. ~T`. -,~k_~ i . _ T..L t : . a ~ . . , , . . , ~ . . . i ^ I ~ - - , _ ~ `:r~ 1 .:.r.._.~.~ , U`T,'. y_M____ _C _ _ '~..t ".1~: . ( . ' , ~ , . - . ~ ~ j ~.r.t_ ' ' ~l l . ~I~~Y *"'T . _ ~ i ~ ~7 . ~ . . . , i~ it. -+-j.tµ ' ~ L ! . ~ .._.i L ~.1 T. . T...~I _ ~ J ~ ; _ . ,_L ~ _ ; . . - . _ , I ~ ~ ~..J.r. L . LT ~ _ ~~f-.~ri.-..,.-.-r. _.~..i i , , ~ i . _ . . ~ , . . . . . " _ ' ~ a_~.w ~ ~ , _r i ~ , _ 1.., i,.. _ , _r _ i _ }`Z~ _ ~7~ r, - , r r t ~ _ ~ . . , « ~ ~ ~ . - - i ~ , - . ~ ~ : _ ~ .~.L ~.L- ` _ 1 ~.1 _ , I , ~ 4 ~ ,__T~C _;1 _ 1_ L ~ , r..~ _ ___~,:7 t tr~~_' ~ `~~"Y'::.i`; - _ _ _ T,O. - - - :,y _ _ 155UED KJIZ: ,DAT~: _ T ` ~ ~ r 7'i~ L f I, _L ~1; T ~ . _ ' . ,_1~.,.. 7 -i ~i ~1 _ .I.,-T-j` _~I ,..~..L.I., : ~ T _ ~.r ' ~ . ~ - . ~ , - _ _ _ _ ,J 1 ' 7 ~ . r r E~QJ~ ~d tp~~~7 PJ~~ ~ i I ~ ~ ~ ......__.._,~,_...._,.r~__,_ , ' - ~ - - - ~ - ~ ~ i`'`~'T . i. . . . . . . . . . . . . . - . . . _ r_ . _ 4-~- . . , A 1 l .r _..r._,... ~ i _ . ~1..-~, , - - - ~ - - ~ . 7._..__ . . . . . . . , , . . ~ _ -•_r'1 ,-~r~'--t'r ~ r- . . r ~ . C. ~ 7-' - - r r - - - - ~ 1 ; - _ . ~ . . _ ~1 . . _ C _ ~ ~ ~ ; . . . . . - T - - - ~ - ~ , . , , . T , ~ , _ ___L. 1 _'T'-,__J,1, __~y,-_..L,,~y L! ~..L-..L1,-'~ _~'.,.i.~., ~.ri,r ir~,.,.:.~ . Cl • ~J~~~~~ '~~~~~,Q6 4 LJr~ i_im _i,.L1 r I_' --..t-. , . , . . " i. I rv~ T ~ .r _ T I . . ~ . _ , ~ , , . . . _ i. ~ L r. ~ ~ ~ , ~ ~ . . .~_.1.-.-:.., ~ , _ _l.__.. 1.... 1 ' : ~ ...y,_~ ~ ~ - - ~ . i W.~ r T 7 , , ' , _ _ _ ' ..-..t _..-,..~_..-,..~,~._.~._J....1....L_..-1__~_i~.L.._ r"__ _..:..ri. PROC,Rr~aS 08.1~.Ob i _`I _1 __L. ~..TeL__A:r,. _ - - I - i ~ _ :.T r -r-: T _ _ ~f20C~'~5 0822.06 BUILDIN6 PERMIT 5ET 0828.06 i I R~MC1V~ /~LL ~XI5ITNG EXTERI0~2 WlNDOW~ AND ( poORS (n`P,) ~ , LOW~R L~VEL E 7 EL. 100~_J~~ (823q'.Q') ~ ( (r COPYWGIIT 2006 1' Nirk Aker Architects, I,YC i i ~ t ~ i ~X I~T I N~G ~~ST ~l.~V'~T I 01~ I/~II ^ ~I~~II i i i f ! ~ ~ I i i i ~ ~ i_____. N~ _ _ ~ _ ~ ~ { i ! ~ R~MOV~ ~XI~TiNG D~MQ EXI~TIN6 E j SNINGLES GHIMNEY , ~ i , ~r; ~L - - ~Y 4~~ ~ 'i:,- .-;-'.-Z i ~ ~ ~ ~ ~ _ _ - - - - - _ : -r.a. ~in~~ f ~ ~4 _ _ _ _ _ _ _ _ _ , i ~L. 126`-2 3/8" (8267.0') ~d~`~ ~ ~n~~°t~°~~Y ~ .~x ; ,.i ~C ~ ~f '?_L.._ r ~ 1 ' i ~ ;;.1.:r" _ : ~ .~_~1___._._~ ~ k 5=;::..:. ._L~~ i 1 ( ' I - - . _:G.,` ; - ~ .~C _~;..L.r_-t ~ _I ~ _i_.. _ _ :i _ .r1 ~ _~,~`=C`~~;, ; ( ~~1~~~ ~ ~ ~ ~~~L~ ~ L I ~ ~ :~~:j~ ~ ~ j _S';= ~.v" :~_ry, ~ i o°~~ ~ i i _ i mQ~rn I~~~~~~ L-ti~-l_,_.~ _ o ~ ~ X~ i I ~-~I-L~.~-~~~ - ~ n r°. ~C o~. w cs~ u. .~.~~1~ ~ I~I_,_~~.._~ ~ L ~ ~-r::~ I i _ ~ ~ i i ~ ~ ~ ~ i I ~ ~ ~ ; 1 ~ ~ ~ % ~ ~ ~ ~ ; i ~ ' ~_i_ ~ 1 1 ~ _ _r.~_ ~i ,.1_. T~ ~ ~ ~ ~ . _ _ ' - - ~ ~ ~ , _ 1 r, - - ;,:a_~ i ~ T1~~,~r,~: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ rj - - ~ , r ~ , ..r.. ~r ~ ~ ~ i ~t J i . r 1~ r i ~ 7-r` ~`r i ~'rY~; ~ r` r;'~ , , i ~_.1.~ _~~i ~ _ r~rt.- L_ . ~ ~ _t! a,~ ~~.1,.:,.~1 ~ ; lt ,-.'i L f ~ r'"T'T-'-~- ~ ~ ra r4 ~ C ~I ~ ~ 1 ~ I --REMOVE EXI5ITNG ~ ! i 1 YZ.L r^ I r..~ T. ~ry s, ~ T r ' ' ~?F,ILING ~ ~1 ~I ~ .i ~ 1. ~.,i, ~ i I ~ ~i Yl ~ ~.f ~..T~ i i i r , ~ (~a ` I C,{~~~; ri~~ ~ ~ ~,~,~,~_[.~~~1.1,1ri_ ~I.- _~.u_~_,1 ~1,,~ i ~1,~~1_~_i.~,~-~i-i~r'~'r1r~7'-,G..u~ ~ i ~ ~ ~ir , , u1 ~ t~~~ ~ ~ ~ ' _ ~ ,~F-,~ ~ , I i ,l_ _i i, , ' i._ ~~1._.. ~~,.t..l,_.. ~,_I..r~ ~ ~ - REMOVE EXlSTING ~ ~ ~ ,~;`1 ' ~ , r T~~ ~ ~ r ; ~ ~~r , ; I; ~ ~ ~ ! ~ ; ~ a ~a ~ i ~t` _ rv. r', 7`.' -r` ~ r'.. . ~,;.~J.._._lr ~ a ~ ~ ~ ~ r~ I ~IDIN6 , . - , ' ; I ' ~ 1 ' ~ ~ _ .,__.,~_,_~1 ~ ;i~,~ ~ 1 ~ < < ~~,1. ~ - ~ I ~i " i i i ~~i ~ ~T":.`~,~ I ' ~ L~ 71 I~' `~i' , ~ - 1r`~ r ~ ' `I-C ~ `I`"`r' `-~l ,i ' r L ' . ! - - - L.1~ ~ _ 1 u, ._I f~.1, 1_~.L ~ ' -~-~r' ~ ~'ri~' ~ ,~7 ~rn~ r~:~~l I ~ i `r ~ , , ~ , T~.~T_, 1~ [ ~ ' 1 ~,'~.r ,l ' i _:4 ~ L, . 1 ' - - ~~1_ ! 1.. ~ ; ' _,~,1.r;..;,~ ' ~ _ ,~.i, ~ , _ I ( 1- ~ ~ ~ ,`r'Y ' 1 "a ; ~ ~ ; w f _1< I I I _'~.JT -~,.'~,.;'..~1__ i~.i~.~..~-,~_.i__7-I7~' _ _:.rL~.l~.4L.~i.1..~-7~r_~...i-r'~'~T ; , ~ ~ rl~.~ (r- ~-~-~1'_~~+-,..~ ~~i'~~ ~ ~ ~i-~~f~. ~~V~~ ~ i ~ 1 ~ : : : ~ ~ : ~ __r:~ _ , , ~ , , Y,~ E , , ~ - _ , , T-, _ i,!~ ~ ~ . ~ ~ ' I i I I ~_.1.~.,.~ i ..r _i,: T. .'1:,,ti.._._r_ ,~,L,~.~.J ~_~L 1.,~ ri~ , ~ ~ I 7 ~ , ~ y ~ ~ T,.1..:`,1~...a.' .:.,;.~_1~1..!.,.~._.,.1. .yl...i-~. l__~~ t ri.' ,l'~' I ~ ~ _ _ _ _ ~ ~ ~ ~ I i ~ ~T~ ~';i1 ,41~;~ ~ ~,~i~l~ 1~~~~.~;- - 7,0. ~ : ~I. , ~ - - `~T _ _ ~ -q ~ ~ .i~~.' ~r4 ~ ~~T! i ~,1 T.~ i yi ~ ~~I~'~J.V~~_ w ~ _ _ _ ~ ~ _ ~ T ~~1~1 I I il L.1.t..~~._~.~..; ;,;..1_~i.;i _ ~1.__ _i.~.~r' i~._,: ti'~r'7''""'1,~~-~-`'':;'~~I i ( ~ ~ ~ l 4 ~ ` ur'~-~,~.~. t~~ 7iTi, `'~~._..ST`~'-._ , i~ .i.~, _.i i~-i _u . i ~ ~ ~ ~ r ~ i I,:,., ~ ~.T. ~,T ~ i~ I~,r x I ~.,-L;,~..~...1.-- _.L - - - - I - - - ; ~~.1i .,i!.,~_i, L.i v ~,i,..._ ! i ~ . ` - e - ~ - r - I ~ r ~ ~ I i T`. i I 1_...__ ~ Zr_.~ y_ ~ i i i - _ i a - , 7 i , ( I, I - ~ ~ ~ . . . . ~ - - - - - r_:. I ' ~ ~ ' :.i~,:L~_:~ L~W~R, ~ . 1 - - _ r.a. . ; i ~L, IaO~_D~~ (623~.~') , I I I REMOVE ~XISTING {2 I TIN I ~MOV~ ~X 5 6 DDO i Y~I NDOY~S i i i ~X 15T I ~lG ~141~T~ ~l.~~l~T 10~1 ~ I I i/4~~ = ~~_0~~ i ~ I I I ~ i ~ i ; ; ~ R~MOVE ~XISTING ~ j aNINGLES ~ ~ { -`_r_ i ~ ~ ~ 1~-,- T.O. RIDG~ ~ ; i I i ~ ~ ~ k ~ _ ~ ( s EL, 126'-2 3/8° (826`1.0') ~ Q ~ , E 1' I ~ I ; I ~ ~ ' ' ~ ~ ~ ~ ~ 0 ~ ~ ~ I ( .L ~ p ~ 1 ~ ~ 1 ~ r4.', . ~ ~r i i i T~. '~r~ ,,;w,~ ~L, ~ ~~~~J~ ~ ~ ~ 1 ~ ~ ' ' ~ ~ ~ I t j T ~~Iil_ ? 1.,i~ ~ , . i r ' t'- ~ -r~ ~ ~ i ~ I ..'..ry_..:~.:.. ~J'_ l J~~.; ~l-~'~._ , ~ , , ~ ~ ~ ~ ~ ~ ( i : ~ ( i ~ i ; . ~ C . ~ ; ~r T'~ iv ~l ~ ; ~ ~ I . ~ ~ - ,1_~.;~ f.: ~ ~.~1~. I l._ ~ ~ r, ~ ; I ; i'- ~:r`; .'`fi ~`T`-r'~-'-* , ~ ~`r~`~`~~LT~~ ...t - ;~,;;~~t- - I ' A~ Y ~ 1~.' .~_r. i , ~ _ _~-r1,_~. _~.J.T.y1 _..1.=. _ ~ i ~ : ~ i ~ ~ ~ ~ - ~ - - i ~,.L, i_ ~,11 ~ ; _ ~ ~ ~ ~ ~~~~G~.~~ ~ _ ~ ' ' ~ - - - _ ..~.A..: ~..1.,-+- ~~.1 ' i (~i . ...i .-'.il~a-,=,,,~,r; ( i . _ l ~-r'-r~ _.~..rr L 1,1..i ' i I.,,- ' , i +-~.-_..r ~ ~ I i _ ~-'-~-4-'r i ; L-- 4-,I~-~' 1 ~ l ~-~Y I - _ {~~~`"~~v~ ~ ~:r~,.~ ~ r~ ~ ~ __L..1. ..~.i, ? lt-'.r_, i ~ ~ I ~ ~ IT G 12EMOVE EXIS N ' i ' _i~.,- ..Tf~i~-, ~i't1'~`_-'`~.=--• i i,~ _ .~_I~ SHINGLE~ I I i , _I~ ~ _ ...1 I i ' . _ ~ FZAILING P~ND RIM J015T , . , 7 ~ ~~r ' ~ _L~ _ ~ ~ , ,~r i r:~.- - ~ - , u~ r i ~ ~ ~ ~ r~ ~ ~.~;m:,l~ ~ ~`T'--~-r,~,~~ T ~ ~ ~ ~ ~ ~.~.,LL rt~ ~ ~ = ~ ~ ~ r ~ ~ t ' ~ ' ' `r~~"' ~ L.._:~r,,4 ,~.j ~.i~.rJ,:~,, ~ ~ ~ ~ ~ _ _ ~ ~ i t' ~i i', i .I ~ ~ ~.1_ ~ _ ; = ~ , .L:~ L~- ~ ~,i - '~inJ.~~_~.,r , .I~~_ -s~°- G~.~ -`~-r; ; r_~~r`,fr ~ r.~;.~-r~~~. ; ~ , ~ , ~ ~ ~i~' , ~ , i ~ ~ ~ ~~'~E~ ' T~ ~ ' ~ ~ , `T^ . 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EXESITNG ~ITNG EXTERIOR WINQOWS AND JS AND ~ DOORS (TYP,) PR~POSED WEST ELEVATION _ ~,_a>, I , E E ~ ~ i I C~ ~ PP R ROOFING CRICKET , NEtN CO E ~C i .~r,"~,,. ~ ~ ~ T._ , F T.O. RIaGE ~ ~ - ~ _ _ _ _ ,-~-z-~-n_^.~ ~s . 7_,_ ~ ~ ~ -~.s~_r~`~~ - - - - - - _ EL. 126'-2 3~8" (8267.0`) `'l Q 7_,_ ; _A ` , r . _ ..1._~ ~_L.(.. , r.i": T ~...~i_~1_L.,.' ~ ..r~._..LL_L.~- SrJ....~ 1_1 ..,,w ~ _ _ I ~ ~ ~ srT T.O, RIDGE ~ ~ R~ .~'7_ ._l.".~J _ I ';-p~ ^ - - - - - - - - - ~ EL. 124'-10 3/4" (8264.8') ~ 'C~ ¢ ~ _ LJ ~ ~ ~ ~ I ~"~-r 7 I i ~ , ~ ~ I ~ _ ~ ~ ~ I A , - , ~ ~ m .J - ~ CC T_~.~~ v ~ , ~ 3 r_:;_~, CC L/ G~ ~y ~ ~ , - 5TONE CHIMNEY ~ Q -r.:. ~ , ( iI C~ ~ 7_-, ~ ~ --i ~ ~ , . < < ~ _ ~ ~ ~ ~ ~ , - ~ - ~ ' ~ ~ , , ~.°r~ ~ ~ ,-_z ~ ~ _t z. ~r ° ~ r_ ~~y~____ , - . _ ~ ; -A ~-t / ~ ~ ~r r;~~~ T L~ .-L ,..i 7_ / ~ -L__~..1~.r4.~.~5 i.T.' ~ _ . ~ , , a / \ ' 1- ~r / \ ~i ~ _ ~ r ~ / ~ 1 r _t r ~ , ~ ` s~ucca ~ ~ ~ ~ a_,. • ~ r. a y z„ ~ w~ r z_~ - / ~ ~._ti / ~ ~ ~s-` r~ a~ r / \ .~?-.a ~ ~ , ~ ~ ; : , _ z _ ~ s ~~~~~.,z~,_~~~ _ _ ; ~ . ~ ~ l , ~ A } _ ~.~v._._J. . , _ L-L,: c::L _ '_r... V - . r__. _~_~r * ~ i i t , '_r / \ l r-' Li~.,~" i. \ / 1 r '_1 r:t. r.r ' , y.,.._~ - _ ~ 1 _ ~ / _ L L .,_i_.. / ~ ~ ~ i _-i-,ti_.. , ;1_,. . ~ - ~ ~7 . i.. i_ ~ I" ~:_z ~ L._..~, / r-•-~ _ \ / i ~ 1'_` "T .~Cr~" ~ L 7 ~ " - ~ ? L~T~-.-~ .`S_`7 , ~ .7~~ ~ y - , . T- ~ u. _ . ~ _ . ..e ~ r ` F ~ ~ L: _ ~ 1 ~'Z ~ .7 . ~ 1~ 1~ _~~'L CLAD WINDOWS ~ i i ( r i-- , i a Z- _ \ . _ _ 1 ~..7...~ ~i- ~ , .L.t_ .a 'n1ii~~_~..i.-... r ,71 a_ r. \ _ _ ~ Z r 1` ~ i 7 ~ ' , ' 1 ~ i_ ~C r _ ?"1-;_a_ _r r~ _ ~ ` - i ~ - L~ _i.~., .r_...,_ r a.S__ / S i rLi-:la ~:i,_ _ .7-i-r,-L ~ ~:_I~ ~ ` , T T I" 7 T r r' I ~ . i_.~ .a ' . ~ l ~ „ _ _ ~ j_ _ 1 ,.L.- ~ t ~ ,A ~.J `T...,-L.._T _ ` ~ I ; w,__ r_r.. ~ ~ z _ , T ~ ~ -r \ / v r. r:~"~ ~ , ~'~z~~. ~ ~ _ ~-~T ~ ~ t ~ r T ~ i- L I \ ~ EXISTING BRICK ~ ~ ~ . ~ ~ ~ ~rv_ , r r j r ~ ~ 1 z ~i T~! _ r ~ r`T rs r L ~ . : 7, l ~ . , r. . ~ ~ ~ i~ _~E_„ ~~r~. ~ ~ ~ ,,-T ~ ~ ~ i r T I ~ ~ ^ ; . . _ _ ~ i ,_L . - < < ~ . ~ L r . t...;_. f~ i ~ `7 T~.~_:._.~.~. T"`.i.S" ~ ~ I~. . . T__ .~,__I - - , , UPPER LEVEL _ L ` i_ J _ , `T.,._,. ~ ~ ~ T.1 I r" r f ,.~T-L ~_~~L".._.., _i irI"[" ~ ~ ~ ~ - C ~ ~...5 _ ~ ~ , i. . ~ - - -T-~-~. ~ '_1~' r~.~ i~."~ f 1 ~r~_ 1 , . . _ ~ - - , ~ ~ . . ~ e-~ - -r1-~ ~L: 7~ ~ . 1 _ tz-c~_ r , _ , . . . _ : _ `-r_. ' 1- - - - - . _ ~i ! ; T.O. F. F ISSUED FOR: DATE: - - ~ - - - -r- - - - - _ _ EL, 108'-10 3~4" (8248.8'} DE~GN REUIEW 07,10.46 r -r . ra_~,-..~. _ ~ z~~~r_T~.- - _ - - ~ _ _ ~ _ _ . _ . . ~ _ A , 1 _r x r~ ~ ,'Z, = ~ Lz .-e,_..~" ~ . ' ,i-'_~'~. 7-. .y „ _ -_._L_"' ._'f"i 1_T-.-T-+-- r.__ . 1. .1 ` r ' T" _'"i '7 ' J.. .L . ~..-..-1-~~u 1 . _t 71 ~ I , ~ , 'L_L ~ ._I . C 1 _ LL_ L _ 2. . L 1 C ~ `t , r r _ 7 T - r r ~ z.i i. _ T a~ C`.C .~L;_7 - _ . L..i._S , I_,?' _ : _ _ ~ Z..L a_. . -L - - i . _ ~ T.. r ~ ,.Z 7 ~l. ~.}.f 1 T T i_ _ LT_`T ' _ , ~.i_._ i~z L. _1 _ L_L nZ: ~L`r~_LrS _r ~ ,._w ~ . ~ w 1 . 7 i_ _ t . . . La r i-~_ . . - -i-.,. ~ --r , ~ -T ~ _ ._~_r , ~ E~, ,.i .1T ` ~1' [ ~1_ :r:. L. r"~_ ` ~L.``~1__._rT`IT L. ~ . - - - , ,_i ..aT_ - _ ~ ' "C.--- ~^1. ~ .1~~ _ ~ ..L~. . _ . . i ~ ~ ~ 7~ j ~ r t t i ,_..S ~ ` 1 ~ t_` ~ ,.m_R~t" (_~1 ~~.mL L .-`I~ i_r-S'~ -~-.-1 _.a._ , r__r r'-~ r- r ~ - PROGRESS 0&,14.06 ~r I i.. l" i_,_. ~ T__,_._ t__ !:`J"1_ c T"L'. 4 ,-Tmi,1 1~`L_'' ~T .T~: ~ _ . _ _ _ y -..~,~T~~.. T ~ LL _.,.L 1_ . t_ 1 ' t-`.. ~ 1 ~ ' S_.L.. ,Zr' ^.r , 2 " _ ~~~~~t ' 1-"~, . . E I ~ t- ~ r-' 1 ' , 2.' ^T .t~~,'` ~ `1.. _ __L-~ . _ i ..,.....,,_f__~ .._~..~___~.j..i_._'._,_.._Z_.=.:._ ~J. .L.C;=:Y=?~'?_'__t- _T ,_x._.-7' -t ~ r ~ _ _t ~ ` ~ ~ "t~~T ~ t L S .1 ' ~ ~__i , __Z..._ ._L..,.. _ L L ~ _L,. ~ ~;.1..~..r~ 1 `1_ C'~ -r~- ~ PROGRESS 09.22.06 , , ~ 1.__~~..~., -?r1r_L I~i_.~. T"1_w L _.L r i~i-.~ L:,~,_ a. _ C.,-i~:~.-i . T _t L . LZ`L~;~ ; .L,s ~ ,._~_._...,~._.r_,7'_~~- l=._C ~ ' J., . _i_i.... 08.28.06 ~ ~ L_.1__i_..._:_T`'?._.; _..L- 81dfllIMGGSEHRMIT SET 09.07.06 PROGRESS 10,10.06 CONSTRUC110N SET 10.2J.D6 REVISIONS 11.t3,06 REVISI(M11S i1,15.06 REYISlONS 11.30.06 LOWER LEVEL DRB-WINDOWCHANGES 12.q4.06 ___.,,._._.,~;O-S AB EL, 100'-d" 8Z3~.9'~ corrnicuT zaoc :.1 ]urk ~l;er ,lrehiteeis, INC ! 1 PR~P~SED EAST ELEVATION ` ~ 1 ~ i'r :`s ; i~' k""4 a=~ ~ e:~ 18' G l l ~ fl ~ ~v -~,-y a vT-%v- i _ ~~UW'~\ ` S`TAFF A P VAL ° •p~~ ~4 4kr dS~4C _ _ _ _ _ t i I i ~ i i ~ ~ ~ ~ ~ tg N~W GOf'P~R ROO~I hG 9 ~ ~ v ~ T,O. RIDG~ I , ~ ~ ~ ~ re, v =----r ~ _ ~ EL. ?26'-2 3/S" (826~.~J') ~ ~ , - - - . - - - - - - - - - - - - - - - ° - ~ ~ e e~ m~ ~ 6 --'--~---_rv 't- .`S_~-- T_.2.~~',_ ' _ _ _ _ _ T~O~ RIDG~ ~ ` EL. 124'-10 314" (b~2b4.8') _ -'-t-_._.,__ ~ _'_..._;_.-~.=~5` - N 5T4N~ N~~R - - _ ~ c0 OQ ~ I I~ Ct? 12 = ~ I ~Q~cGi ~ ~ t17 CC) ~ 8 r~ ~ ~ I LXt Q ~ ~ - t~ i ~ Cj p C~ o:wo ~ ~ E - - _ _ ~ . r_______, ~ ~ ~ r ~ ~ ~ ~ ~ , ~ I I / \ / \ r \ / \ i I ~ f ti i ~ I ~ I t+ STUG~D - / \ / \ K ~ ' I I ~ ~ ~ r ~ ~ ~ ~ f ~ M ~ ~ r ( / I / I I ~ GLAD W1N1~OW5 - \ / i L _ _ _ _ J / ~ ~ BRIGK TO 51UGG0 ~ ~ I I l ~ ~ I I V ~ _ __L _ _ _ ` _ ~ ~ u~~R ~.~v~~ ~ _ _ _i _ T.d. PLY a o o e e a a e e a Q P o a o ~ ' ~ j 0 ! 0 4 A tl 0 0 i 0 0 0 9 0 q A ~ _ _ _ ~ ~ _ _ _ _ _ - -~L,IOS'-1a314°(S24S.8'1 ~ ~ ~ ~ GLAS~ RAILINC~ - - :r ._s~~- ~ / ' / \ ~ / ~ \ T - ~ ~ ` ~ \ ' ~ / \ ~ p ~ _ B / ~I\ ~ P1~INT~D STL. GMfi~N1~tE ~ i ~ ~ i ~ ~ ~ ~ \ / ~ , ~ i ~ ~ -..-.c_..~,___. ~ ~ _T I I I+~ ~ ..wr . ~ T L ~ _ I I I 'A~~p L~Y ~4..R _ - _ ~ ~ ~ ~ ~ a ~~d~_~~~ 1~J~~~.Q~~ 1~MOV~ ALL EXI5ITNG X~rJ~~~7 ~XT~RIOf2 WINDOWS ~ND 'OW 5 ~ND DOORS ~TYP.) ~''~C~'~J~~l~ ~1~5T ~~.~~'~T1C~~ ~ , ~ ~ ~ ~1 N~W GC~PP~R R4C?FfN~ GRfGK~T- ~ C~ ~ - - ~C -L~ ~,-~-1, ~ s~ .r',~t~z ~ ~ _ _ _ _ _ _ ~ ~ t ~z1T" - ~ r z._; r~:a_ a. _z_ ~ - , - - - - - ~ ~~i ~ r T,c?. RI DG~ r _ _ _ _ _ _ _ _ _ ' -I' r Z. ~ , r.. _ i2~~-~a ~e~~~.~~) 1~ ~ 1. r ~ ~~1~,_, { _ ~ ~i~-X ~ ~ ~ fl ~i - ~ I I _ 12 ~ ~ '1~ - 7 ;'~_1. ~ ~ ~ ~ __l:.T_;:1 ( ~ ci ~ E ~.I:.. T.1 I ~ ~ ~ ~ ~ _a, .1., _~I E- ~ ~ .-.._L...T ' ~,?_y~ _ 9 GNIMN~Y ~ ~ . i _ ...~..,.,.i . ~ _1.~.1._.t ~ 3~, ~ i y_i i_ ~ ~..'~..i.i__T" ~ ~ ~ -~-'-r' ~ \ ~ ~ _ / \ / \ V ~ ~ ~ ~--r:; i- ~ ~ ~ 4 STUGGO it- _ ~ ~ _ ~ / W \ ~ r ~i=~~=;_ ~ ~ i _~r_~.; ~ r ~ r w =z_'~Ty' . ~ i \ § ~aTUGGt~ trT i BRIGK TU 5T17GG0 ~ ( ~~t= ~ ~ A / 1 \ ~ ~ Lf~,IU~+. ~ ~ ~ ~ ~ ~ ~:-~_°_r- , ~ UPF'~R 1~EV~L i ~ \ / ~ ~ J " I _ T.t~. PLY _ ^ .~~......z i-'^'-- . _ _ _ i ~ . r _ , . . . . . . --^y..F,=. _ . _ _ ~ o • o _ _ _ . .~~1 L . C~_L .J. -7~~~~~~~ ..1-.....~,.~ ~--r^ a - a ~ .1 ,.I~_.I I .~I_ ? S~S~ ___J_..1 ~ S~r,~ - - - - _ _ _ _ _ 155U~ fi-0~ DA1~: ~L, 10~'-1(? 3/4'~ (8248.~i`? RE51fMREYI~V 07.lOAb ._L 1_ . . ~ ~A_~.Z.. ..u__.L _ L . . ~ _ a a e o i__ ~ - -L _L~_.k~ r .~;~"~r:r_`-L~- ~ ~5=_~~~~-~-~.;S° L'"_ "~i_ .L~ ';:L;~~~Z._.' T.l_~v, _t_ PftG+~'t~"~5 06.14A6 - -~-T-- - -r -t-~ ~ - -C- ~ --r °°`'t PR~61~''.~i tJ8.221J6 .i_ r -CT-. ~t_ _ BUIU71NN~i t~Mll" ~T 06.28Ab - ~ BIDnINCa 5ET (1NA1A6 ~ P~tO6RE55 IU.10.06 C,ON~Tt~.1GT10K 5~T IQ.27d~x I~EVI510N5 i1,13Ab REVI~ION5 If.15Ab R~/C510~"a Ii~30A6 DR&WINDQW GHANGES 12A4Ab . . A~ itEtil1510N5 4{.08A1 ~ I t11./ I"lf Ii ~U~."I ~ ~ ~orr~~~r zoas Kirk Aker Arehitects~ 1NC a 1/411 = i -Q i ~ i A4*2b I a ~ _ . _ . _ _ _ _ . ~ i . , ~}+pg ~ ir`~'~6 V # ~ 8 < I STONE ER- N~W GOP1'~f~ ROO~ING ~ u ~ Q,+ uti7 ~ T.d. RIDGE ~ e~~~' ~ ~L. i26'-2 3/~i" ~626~i,0') ~ s~~"~~ , - ~ ~ ~ ~ ~ ~ ~ I ~ o ~ ~ ~ c~`v~~~ ~ md~rn I I rn 0 ~a~~ ~ ~ ~ ~ GLf~p WIND4W5 t \ ~ i ~ Q ~f \ ~ f \ ~ p , R / \ ~ r / ~ f / ~ STUGC.C7 Q.~ ~ i ~ i ~ n ~ \ / ~ ~ \ `x~/ C~L~S~ RAll.l~lG \ / l 1 \ / ~ \ / ~ UPI~R L~V~L ~ T.(7. P~Y - - - - - ° ; 9 P > ~1~. 108'-I C~ 3/4" (0248,6'~ ~ ~ PAINT~D ~TL. G~+AhII~~L ~ - - - ~ ~ ~ - 1 _'~.Y: ~ ~ - ~ 1 ~ i 1 ~ i . ~ i BRIGK 1 . 1 L~7W~R L~L T.CJ. ~LAB ~ ~ 10~~_D„ (523~.~') p1~4~'C?5~~7 N~C~~T~ ~L~~',~TIC~1~ ~~`Tn p I il~y~~ U ~ ~ ~ N~w co~~~R Rao~i~~ ~ ~ ~ ~ ~ ~ T.C~. RIi~G~ ~1., 12~'-~ (82b1,0") ~ ~ ~ ~ , ~ _ _ ~ T.O. RIDGE r~' ~ _ ~L. 124'-ID 3/4" (~264.5') ~ ~ ~ ~ ..r:T ~ ~J~~ l~~~l ~ i q o ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ' ~ z Y ~ ~ GLP~55 RAILII~G Bfi~I~K I I ~ - - - - - U~'P~R l~EVEL ~ 0 o a a a a a a o A a e T.~I. i'L'~` ~ - - - p, ~y /q /~y~^y,{~},~y,y 1~ ~Opa 1~RTE: 0 0 0 0 I QUI °'lJ ~f "1'I~ `(1L`t'V,U~J RLYI{,Jl V I.~VAJV o a a o a o o a 9 Q o 0 0 4 0 ~ ~.W VV~I"1MF ~M~J ~'WI~4I.IYII~~ ~ ~iv~ AY~~14yM4I 4NIV,I~5~1/~~~ ~~K1~ ~JIVI N I) eW~LR/ IV.fI+?IM11M (~~'JNY IV.i1~VtN '~MV+VV t DRB-WINDOW CHANGES (2A4A6 i~+1151QN5 AIA6A~ 1 ~ coer~s~r zons t~~ axer a~ouic~~t~, arc ~'~~~'G~S~I~ ~C~UT~ ~1.~V'~T ~ ~1~ 1/411 = i -o I I i A403 ~ ~ I ~ ~q~~~~ ; ~ ' ~ i ~ , ' ~~~i ` ~ _ _ _ ~ --STUGGO T.O. RIDGE d'~. ~ ~o - _ _ _ _ _ _ e_ _ _ ~L. 126"-2 3i~" (826~f.d') ~ ~~~~s~'~p } ~1~~~'~ f/{~'a , ~ r~ ~ r~ V ~.we ~ ` _ ' . . ~ ~ . . I ~ I I r.v. ~in~~ _ _ _ _ _ _ - _ _ - - - - ~L. i~~~-io (~~~~+.~~t M' . ' ~ ~ ~ I ~ ~ ; I ! I~„ - - . ~ ~ i i ~ ~ ~ ~ . . . _ , ~ ~ ~ - ~ I ~ N ; \ M ~ ; ( ' ~ ~ I ! I ~ ' I ~ ' ~ ~ ~ ~ ' ~ I ~ ' I ~ ' ~ I i I I ~ i i:: ' i ~ i 1 I ~ ~ ~ o~ ~ , I ~ ~ i I I i I ~ ~ _ , I ~ , i I ~ - ~ ;F ; ~ € ~ ~ ~ ~ ~ ' ~'i ~ ! i i ~ d O ~ ~ ~ ; ~ ~ ~ I ~ , ~ I _ ! i ~ ~ U~ CO ~ Gl ' l~ ~ ~ ~ ! ~ a I I ' ~ I II ~ I i I I I I , ~ ~ , I ~ O~~° ! I ' I~ I I ~ 1 { I _ I r II I I I I I I i ; ~ ~o~~¢ i : ~ ~ ~ , ~ ; , ~ , E ~ I ~ , I II ( ~ ~ , tL w o> u. i I ( ~ i ( - - i' ~ ~ i I ~ I I 1 I, ? 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C ~ . ~ . , - ~ . . . . ; . . _ ~ ~ j ' _ 1 1 .1 7 'i 'T C I i ~ - . - - _ . . ~ . ~ . ~ I r . `i. 7. 1 ~ i _ 1 ' ».t . ~ ~ . ~_A~. , L ,_r_.r . . , .1. ' . ~ ~ ' r • ...r,..~.__~. ~ 7- ~ l . . ~ ~,1.._ ' ~ ~ ~ r~.,-~_,~. ~ . .i 1 ~ . ...1 ~ 1" _r L ~ ' ~ T _ 3' ~ 1__ ~ 1 . 7 ~ ' - -r- _ T_•` y ~ y . J.. ~ i ~ i „ ~ i , i ~ i L~W~R L~V~L i - - _ _ ~1`T`~`-~L.AB ~ " ~ i ioo~_o~~ ~a~~~a~,g~) ~ ~ ~'1~0~'05~~ S~GT I C~1~ ~ i I/4~~ = ~ ~_p,~ i ~ ~ i I ~ I ~ k i r ~ r ~ T~~~~r~ ; ~ ~ r_~--~r-~-~~-rti~ STON~ VEN~ER T.O. RII?GE -LL:~_:,.~--,.~ "_ti~..~~~_~ - - _ _ ~ . _ .~_j. _ ~ 1-~ ,:~r,. L. ~=:u° y., ~ ,_~1_~.~r7y=.- - ~L. 126'-2 3/8° (6267.D') Q ~ ~ r.._.. y_ _ } . _ z, _ iT.-S: = r---` - _7~ _ ~::;_L~,'.~ -~~T_L~,;_;_:~-: r _ . , _ ~ - - - - ~ - Z.~:.~''-r-.--_-.,._~.: ~ ~~r_ i _ ~I ~ . ~ .~y ; _ --~---r-= T.O. RI DG~ ~ ----z,1'-'v.,.,r ~J_L.~ - _t~..l.~._.-~y- v. ~ ~ _ ~T`L~"_ ~ , ' T~`_i__ j - _.....~_r-~ EL. 124"-10 3/4° (8264,8') ~ ~ --~-y : : " . ` ; i ~ f i { ~ ~~`_L , I ~ ~ ~ i - i , ~ ~ w~-~v - _ 7---- ,..1__..._ ~ - - ` _ ~ ~ ; ~ ~ i ~ ~ ! ( , ~ ~ ~ o t. ( , - ~ ~ ~ ~ ~ ' ~ ~ - ~ i , ~ ~ I I , ~ ry--~,___ ~.,~.r ~ ' ' I' ~ ~ ~ i f ~ ~ I~~ ~ ~ i G _ : . _ ; , ' , ' ~ ~ i _ ..._1~_ ~._y t.._ r' -r - ~ N~.. v ~ ` ~ ~ , _ ; ~ I ~ I I I I ~ ~ - ~ _ _ y r_}...__~ - -v N .,_,~J..._.S,n...__....t,..._. ~ 1 K...t.. , ~ ~ ~ ~ ~ il ~ ~ .A..~ j.._.._ .._..y,.<._.._._.T.._~.`%.,l .-L`r~-'~•-s_.__J`nT-`--`~: ~ ' ~ ~ ~ ~ ~ ~ I ~ i ~ ~ 13 I ..S ...iY.__..C,._..~.~^- --~v--- ~ a ~ :-^q-y.~-~:_~:~ ; I ~ I 4~ I I i s I~ ~ I ~ ~ ~ i ~ , ~ ~ , R ~ i 3 ~1~_.. ,.,_.r_,~. ~ I ! ~ I I ~ I ! r~- ~.r _ _ ~ ~ A6.3 ~ ; s , _-r-- . ; _ ~ - - ; _ _ - - 7~- ~ _ . r ~ ; ~ _ _ _ ! ' X V T ~ ~.e ""e~_..,~.. . . ' U ~ _ - - W -F. ~ s -~~_,~~,_e.~ ~ a LIVING R00 'ING R00 . . ~ UPP~R LEVEL _ - - T= - - - - T.~?. ~ _ _ _ _ _ 155UEp ~OR: DA7E: ; r ~L, 1DP'-la 3/4" (~248.8') DE51GN REVI~W O~,IO.Ob I PI',OGR3:'~a5 08,14.Ob ~ Pf~tE55 48,22.06 ~i~ ~visio?~ a$.28.0~ i ~ ~ ~ i ; ; 2 ~ ~6.3 ; GARAG ~RAG ' _ ~ ~ ~ ; I ; LOW~I~ L~V~L I ' _ _ _ _ _ `f°.~ A~.__B 7 EL. 100~_~° (823~.~'} ~ ~ ~I ~ corrn~cnT zoas Rirk Al;ee Arehiteets, ]RC I ~ '~'~?C fi'C~S~I~ S~GT 1 C.~N~ ~3 ~ i ~ ~ ~ ~ i ~_o~~ ~ I ~ I n~ ~ i u ~ I I _ _ i ; z ~ ~ ~4 V~~~ . ~ r , I KI 4 ~ ; ! ~WLV~ ~ ~ ~~~'r~~_ r~~ L ~ z,. ~ ' 7-:. ~ .c ' v~TONE ~I~NEER _ _ _ T.O. RIpGE c'~^ j ,_iva:_ ~ _ ~ Y_ ~ ~.r~` , ~ ~~t;_~_ ° `a._~ ~ _ ~ x y'~, ~ EL. 126'-2 3/8° (S261.0') ~R~~~'~' ~ ~ ~t l~ ' - ~ I _ ~u~:~ 1 . ~ s7---4.v.. V ~'t-I-~._ I y r i-- -=L' ~ ~-,--r ~ ,.~_T..,T:_:~..: ~ ~ T.~. ~~p~~ ~ ! ' .....L._ .j fi .._G/~ .f.:_ ~ _ _ ~ _ _ i F i -t-:_~."" f ~--L-.. Y ~ T.. . .r'l _ M . . ~ ~-~,1r ~L. 124'-10 3/4° (~264.&') i ; ez.' ~ ~ ~ ~'_-~r i i ~ ( ~ CO ~ , ( I n,. ...Y _ 5...4.. _ _.l i.. f.... ~~_N~~ ~ ~ f~31 i i ~~_~.._d'b`- Q _"Y_____.'}'- ~ ~ SV ~.n ~._-g_ _ ~ U p ~ I _Y vx r" uj t~D N ~~~1 ~6-~~ p ~ CO 'O ~ y.~f`'--~ W ~ ~ p~z I ~ I I ~ i ~==_~_~___,.y Q ~ ~ 1.,,_.._,.~ .__~.r_Y,:,. ~ i , it, i i I i{; ;ii ~'i 1' ii, ~j ~i'I j i~ I,: ~~i ~ i ~i I i .,_~___1- ' r.~_,r -a .y__~ 4. t!J sa~ L~ i~ a, f~+ ~I, ~li ~ ?i~ tf~ Ir, I~ J r~~~ I ~ ~ , ' .f, ~~4 ~i ,~i i) ,j If ~~i', i.i 'j'~ ~.~i ~if ,i( ; (,i ~II~ I~ ~ ' - ' - - ~ I'., '~i t! ~I I i i! II u Ij ii m=._-~,~ - , A6.3 i .-:le_._" . .._.Y.~~. ~_._~__-~r~_. ,.i.._.1.. _..'Yi E I I - -v-4. ~ ~.._.,.5__.,'-- .,L._ . ( ~ r___..___.___~ -1~-a ~ Ii I ~ ~ ~ .:s~~~,, ~'Y ~ _ ~b_.7-~~Y_. ~ I A6.3 ~ ~ ~ ~ ~ .W~? , ~ ~ ~ ; ~ ~-~--v~_. ti~~ _~.---~-~---v~-- , ~ i i~ , ~6,3 i --J-=~x 6 . , ~ + , A6.3 ~ . ~ i ~ MASTER BEDRO M TR LIVING R~0 ! i , i; ~ iN~ Roo ~ . ~ ~ i UPPER L~Y~L ' ; j i ~ i ~ T,O. ~ ' _ _ _ _ ~ _ ia~~-i~ 1~~~~.~~) ~ ~ ; , ~ I ~ ~ ; ~ ; i~ ~ i ~ ~ ~ t~S ~ ~ ~ I ~ ~ ~ ~.-C~ , , 1 A ND R ER i MO ULE Ma ULE MO ULE~ MO ULE ~ , ' , ~ ~ ~ , ; ; E GARAG i MECH. Rt~4 ~RAG " ~ ~ ~ ~ ; ~ ~ k ~ LOW~i2 LEVEL ~ i :~.~A~ ~ • I _ _ - - i~o~-a° l~2 i i ~ i I I EXISTING CRAWL SPACE i ; ~ I ~ ~ - - ~ _ ~'~0~'05~i~ 5~G'TIC7N G ~ ~ ~ I/4" = ~~_p~~ ; i ; i ~ i ; ~ i ~ i i ~ ~ I ~ ~ r ; . , , , ~ ~ { ~J~~..1'r"~` T.O. i21DG~ ~ ~ ~ ~ s- , r--~--~-~-,~ - EL. 126'-2 31~" {~i26`I ,D') ~ ~ r~ ~~L~ ~ _~Z t, / ~ I 4 3 .Tl~~i~:~ _t_.~~T~ ~ ~ ,~_`=C`~ ~ -~--~-s- I A6.4 A6.4 _ ~ ~__r , ~~r'~.~ 1 I1`~"~.~I , yI' 1. ,V ~ ~ 7._,1._,~i... ~ ~ ~ i i ~~T , ~ d i. ~~i .iG li ~ il~ I ~ i~i ~I ll; E! 'I i,. . ' i i,' Yi ~ ~ a ~ 1 j il j;, ~;i, ~ ;Ef ~I~ i~ il! II, { !~,i (I il~ !II I'~ ~ji ~I~ `I' 3~ i ~ i t' ~i' (C il' `a ~~I ' il; j~~ ( E ~i ~~li ~ i~~ rGl ~ ~ ~ U . ~~I ~~i ~ , ~(j ~r I~' i71 ~~I i.. i, .il ~ i, j, ~ : ili ~I ;,i i~i'~~ ii .E~ ~I; I;~ ;j~ i~,i ~i~ r~'~,.~ !i :.j ii~ ~ ~ ~ ~ i ~,V ;I ~ I(. I,i~ ',I~ ; ~ ;is ,~r I.'; I14 ;II c~~' ~ ~~i I~ ~iI _ . i i' 3~I i'~I i;` I,: il~ j: ~ Ij ~i ~I'i I, ';i, 1,~~ i.) ` i ~ ~ i ~ ~ ,il ~ d , `,t ~ ~ i ~ r~~~ fI , ;ii ~ I~ ~ :l~ I y ~ ~ ~,i I!~ ~~i ~ ~~1~ ili ,~i ' i'~ ~I' ElE ~ li~ i~i (i ~ ~ p '~c ~ f~6,4 ty ~ . . ~f ~ ~t~ i ~ . ..t II~~ ~1i I~ II~ I } ~4 "31 i~' (i ~ ~ I ! ' ~ s ` 4 i;l ~ ~i; il? aii ~ ;i! I ~~li h' ;I~ i~ I, ( ~ ~ . i,l i~~ ~ ,E ~'i i `i~ I~~~ iIl ~ '~C i' ui I ~ ~r~ : ~ ,',I I, ~I6 ~i~ L ~j~ ;f~ ~I ~ 1! fi ~ ( ( ~ ~ H ~ I ,1~ 9~ i{ ~ 1 'If il~ l: I~~i I~i i j lil I~j i f~i ii~ ~i ~ ~ i~~ Ili ~ ~i I !li f~) ,~G ii, i~ ,I i~~ ~~i i!i ~i ~ I I i,,, I` ;I ;I~ .i; ~ ~ ,i ,i ~i _ ; I ~ i~i:i ~;i .j, :j~, ~ _i~ r,'~ I;) ~ ~ ~ ~ 1: I II 1! I' i~ i~ ~i ~i h 1{ li { ~S _ ' _i ~ I ~ i i i ~ ~ _ . r--. i ~ ~ ~ . ~ I I ~ ~ C I ; ~ ~ ( i ~ j ~ ' ~ ~ ~ j ~ ',fi E j ~ i i ~ i Fk~ H I! ~ -1 j ~ ~ I ~ ~ ~ ~ $ ~ ~ ~i~ E ~ ~ ; ~ i , ;i~ i { j # 1 ~ ~ i ~ ' a r ' ! { ~ ~t~.~ ~ i f ~ E ~ ; - - - ~ ~ ~ ; , t ,i 4 ~ r ~ ~ _ ; ~ - I I Ab.4 i i BATHR M BATHROOM BEDR~QM ~ ~ KIT HE MASTER BEDRQ M MASTER 0 C 'CHE ; I i ~ '~i UPP~R LEV~L i ~ ; , ; ; ! ~ ' _ _ _ _ _ _ 7.0, ~ EL. IOP'-IU 314" (824~.6') !5~ FOR: DAiE: ~ I r~ir~ ~v~~w maa.~ I ~r~ os.i~.o~ i ~o~ os,~.o~ I ~ a~ic~ ~vi~iot~ aa~za.ob I I I i, BEQ Q~M BATHROOM BEDROOM TV , . BATHR40M BEDROQM R -rv Roo i I ~ L.OW~S2 L~VEL . , A8 ; ; ~ _ _ _ _ _ _ ~L. 100'-~" (82 .q') ~ i CDPYRIGIlT 2008 ~ i ti./ X,irk Aker Arehitects, INC i ~ EXISTING CRAWL SPACE ~ ~'1~D~'DS~~ 5~GT101~ t~ i I/4~~ ~ ~ i ~ ~ r" ,I~ I ¦ ~ t ~ i ~ - - t i ~ OF C~j~~ ~ i I Kf I ~ , ~TONE VENEER _ ~ T,O. fi21DG~ ~3~ - - - - - - - - - - - - EL. 126'-2 3/8'" (~26~7,0'} ~ ~1 I i ~ T.O. i21pGE f ~ - - _ _ _ ~L, 124'-IC? 3/4" (b264.8'} ~ ~ I ~ , 1 ~ ~ ~ I I ~ co ~ I` I~IIIII o ~ i '-~~~~.11-~-L1~ J~~ 6 { ~ ~~~rn G1 ~ A6.4 ' ~ ~ I ~ ~ ~ Q N rn ~ ~ ~ ~ ~ ~ 0 ~ a ~ D.WwLL ~ ~ i r__ r , _ _ _ V! i ~i i ~ i I ~ 7 , V , f i s i K I' ~ ~ ~ H F A6.4 ~ ~ i ~ ~ ~ ~I • nr~ ~ ~ ' ( ~ 5 ' i i ~ ~ ; ~ F ~ ~6.4 DINING ROC1 ; ~ ~ ~ ~ , ~ r ; i i: ~ ; ij s , u~~~ ~.~v~~. ~ E._.__. I ; _ ~ ____--=----=-----~L,io~~=~a~~~°1~2~~.e~) I ~ 1 i .y'°~~...~"" I ~ ; - ~ I ~ I B ~ ~ ~ G ~ . ~ r,..,...' ; ~ ~ ~ u ~ ~ , ~rv ~oa ~ l~___.___~ ~ i LOWER L~VEL ~ ` _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ * i ~L, I DO'-D" (~323a.q') ~ ~ ~ i I ~~~I ~~~r~/~~V~ ~ i I = ~ ~_p~~ i i i ~ ~ I V ~ ~ ~ i ~ ~ V ~ ~ ~ O ~y ~ ~ i ¦S ~ h ~ 1fi ~ ~t ~ ~ . ~ ^ ' ~ ; ~ ~ ~ i ~ ~ ~ ~ ~ _ i ~ ~ , ~ ~ t ~ r ~ ~ ~ ~ ~ 15~p fi-OR: Df~1E: ~ i ~ i?E51GN REYI~I 01.IQ.06 r PRUl~iS 08.14,06 PR06R~55 08.22.06 DE~IGN ttE~/151lJ~i 08.26t)h ~ ~ I ! ~ I I (ni~1~ coer~tcur zoos ~irk Aker Arehitecis, IN~ I ~ n~ ~ - C- ~ ~ ~r~~~~~ E I ~ ~ ~ ~I ~ E ~ ' ( i A6,5 i ~ ~ - ; T.O. RIDGE ~a' ~ w; ; El.. 126'-2 3l0" (a26~,CJ') C' ~ ; ~ ~ ; E ~ I ~.l ~ I ~ ~1 ~ t, ~t~t` ~ ~ r 4,~ I ~ i - ~ , - T.C~. RIDG~ ~ ~ i ~ ^ ~L. 124'-IC7 3/4° (8264.8') s i ~ i I ~ ~ I ~l ~ ~~J ~ ~~~~I ~ ~ ~ ~ i ( ~ ~ ~ ~ ~ NQ~QCV? { ~ Q N ~ ~ ~ O c~ I i ti. W ~ LL. ! ~ f I ._l-1__I-1 ~~-I i ! f Vl i i ~ O ~ ~ i ~6,4 ~ ~ ! MASTER BEDRO M ~ ~ _ i 6 t UPf'~R LEVEL A6.4 , - _ T.o. ~ , ~ E t . . ~ S L_, ' ~r..~~~~ . , ' - ~ ~ ~L. I J~'-10 3/4" (8248.~'} ~ a ~ ~ . _t~.~ ,i~J ~ i . t-~-l.'~_ L , e.-, ~ . y_._ 1 . _1._ ~ . i ~ Y r ~A..~4 ~ ~",_A_ r ;~,--L~ ~ , , r : .c~s ~s~--ss ; ~ ,-~T _w:~. z ; ~ , ~ r_ r ~ 1 1 11.~~~ r .~L~~ I ~ r .1~._.~I:_ r r ~ 'r --S_ r--` 1 .:_.1- ` _ ( r .~...1 ..5,~ i ~ - ~ ~ T I _ t~T [ Lrm~ _ ...t:~.-L T` ~L :_.,._i. ~ y..~ -T` t~~T i .~_,a_. _i ~ . ~ ~-z ~ ~ ~R_ ~ A ....,_,r^--y... - r ~ Mr ~ rf ( ~ i ~ i i i ( ; BATHRO~M 3 MECH. MECH. a0 ~ - ~ LOWER LEV~L ' I ; _ _ _ T.O, SLAB ~ . - - _ _ _ _ - ~L, IOr~~_d~~ (823q.~') f i 4 i I 7 7 ~ I ~ ~ i ~~a~o~~n ~~~~r~a~ ~ ; i i ~ ,~_o~~ ~ I i i ! i i 3 ~ ~ i ! { ~ 1 I ~ r ~ E 4 E 4 ~ p j A6,3 ~ i._ m ; .1_._A-,_~ T,D. RID6E ~ ~ ~ t ~ EL. 126'-2 3!8" (82b~.0') ~ ~ ~ ~ I ~ P T.D. RIJ76E ~ _ _ _ _ _ ~L. 124'-10 3/4" ~8264.8') O U N ~ . I ~ ~ i ~ 3 I i ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ I I ~ ~ ~ I \v f ~ I ~ ! ~ ~ i i ~ i C i ~ BATHROOM 4 , ~ A63 - UPPER LEVEL 15~,~UEp FOR; DAT~, T,C7. F.F ~ i i _e~~,.~ r~~-:~,-_r-~ .i`W~ri'''Z ~ , i s~. r I ~ t. .~sr 1 ~_T .t_,. r~ ~L. 108'-IQ 3/4'" (82~#8,&') 1~aIGN REVI~W Q1J0.46 ~ rt . ~ Pf2U6RE5~ 08.14.06 ~ , ~ r ~ L..~::;~'~S ; "~.,''~I. ~_1- ~ ~ - ~ ~t~~ ~T~ r ~ A i ~ ae~.o~ i~r ~ r -r~ p';.. r, u'?' ~ ~ ~ S -r I T"' { ~_7-~ ~ 1 ! "..S ._S ~wT i T~y y,,. ~ ~ : ~ ~ ~ ~ ~ ~~c~ r~vi~ior~ o~~~.o~ ---r_.r'--~,-~-~ ~ ~ y - - ~.~.,5, L .r..~. ~w~ , ~ - ~ _ i 7 -L-~- `~t° ~ ~~z ~ _ r~, _ ;~7 r~. { .T,_ _r_~f ..{.,~...Ly~ 1 .~~._~r. Y_._~.. ; ~~I'._. ~ T.~~~,_~. ~m~:.` j ~ 7~ ~ . ~ ''L'' ~ T' f ~ L.. L a ~C L ti' C~` T I ~ ~-1-.i-.. ~ ?'~.-I_ T ~ ~..T: t _ ~`f~.'~..1...-L - ..~7 i a i ~,~~~~~~~~~~~7~~ ,T_~rl~._L.._=I.tL.~'a. „i I, . _..7. i `I-...r'~a~~ 'r._ z ~:..:i~~2.. ~ TT t r ~ ~ L ~ ..4. .y~_~~ z ATHR40M 5 ; r_ r.,~~ _ ~ _.~~r_..~_ a_ . . i LOWER L~`JEL i i T.Q. SLA~ _ _ _ ~ _ _ _ _ IDO~_0° (823q.q') /~rt~,1~ eae~i~uT zoos I r ~ t 4 ~irk Aker AreLitecis, 1NC j Ab3 i i ~ ~ i ~'1~C.C'~p05~1~ 5~GT101~1 C~ - t I/4~~ = ~~_d~~ I , ; I ~ n r_ ~ ~ i ~ i I a i ~ ~ ~ ~ _ ~ _ ~ ~ _.___.___e~~_------_---- I ( I ~~~,~c~ ~'Q~~~~ I ~ I I I ~ ~ ~ ~ _.-1..r. ~ I _ T.O, RIDGE ~ ~ . I I ~ ~ ~ j EL. 126'-2 3/8° (g261.0') ~ i I - 1 I ~ . , L~ _ _ _ _ _ T.O. RIpGE ~ ~L. 124'-10 3/4" {2~2b4.8'} I ~ ~ i , I ~ M tt7 ~ o ~ Ll--~-~~ ~ ~ ~ ~ ~ N~~'~~''~i ; ~ ~ ~ ~ ~ C~Q N6~> ~ O i ~ awrn~ i { i . I ~1--~1.~J--~~~-L ~ i ~I ! ~ 4 4 i A6.3 A63 A63 ~ ~ U ~ . BEDROOM ~ ~ V DEC 4 UPI'E~ LEV~L ~ ~ A6.3 r.o. _ _ _ _ ~L. 108'-14 3/4° (&24~i,6') T - i ~ 4 ~ I i A6,3 ~ i~ ~ ~ ' ~ ~ ~ BEDROOM , ~ LOWEi2 L~V~L , T.O. ~LAB ~ i _ ~ - - - _ _ _ - - 100~_0~~ (P23q.q') i ~ ~ ~ I ; A6.3 ~ ~ ~ I ; ~~o~a~~r~ ~~cr~o~ ~ t , I/4~~ = ~ ~_0~~ ~ , i ~-t ~ 4 ~b.3 ~ t~b,3 ~ r Le, ~~e _ ~ -r,o. ~av~~ ~ ~~.a i~~~-~ ~~a~~ 1a2~-r.a~) ~ ~ ~ I ~ ~ - _ _ T.O, RIDG~ "C~ ~ EL, 124'-10 3/4" ~~264,8'} ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ i I~1~~~1~1~~1_wl__ ~ ~ ~ ~ ~ ~ i , ~ /1~ A\ ~ ~ th'v ~ ~ ~ ~ I ' f~b3 o~~--~'~~ ~ ~ ~ ~ ~ ~I_.~ Q 1 ~ ~1 ~ ~ ~ I 4 ~ ~6.3 ~ ~ EI~ ~ ENTR ~ ~ ' DEC , ENTRY POR ~ ~ A63 T,o. ; - f55U~D WR; pA7E; ~a~~-io ~~a ° f~2as,~') i i ~v~~w m.io.o~ _ ;r . ~ _ _ _ oa.ia~.o~ ~ - ~rrx,~~ os.~.ov I ~i~ ~ti~io~, oe.~$,ov ; , ; ~ BEDROOM LOW~R L~V~L ~ a T.Q. ~I~AB _ _ _ _ _ _ _ _ ~L. IDO~_J,~ ~8~3~.~'I ~ r~~' t~ COPYRtGAT 2006 ~ Yark Aker Axchilects, INC I ~ i I I ~~V ~ ~ I I i ~~~u ^ li~~u ~ I } n r a i I f ¦ ~ I i I i i , ~~~r~~~ ~ ~ G B ~ i ~.oG~rE L.c7GA~'E ~ ~ iN FiELD IN PIELD , ~r;°x~..:;.t~ i I I Q I LC>G~4TE 4N PIELD UNPER EXISTING 57EEL BEAMS ~ ~ ~ _ . ~ ~ c~"'.~, ' 3° 4~ 57D t} ~ ~ GOLUMN ~ ~ ~ ! ~ ~ ~ { ~ ; ~ ~ ~ ti~~c~a ; ( - - - ~ _ _ _ _ ~ vi ua ~ I 5 ~ 5 ~ it,~" 4~ GC7KGf~,ETE - v ~ m! ~ ~ rn ~ 's 53.1 53.1 Pi~~ 93,1 ~ p~ o ~ 2'-6~~ ~ 2~_6" X It7" [i w a~ ~ Q FC713TIN6 WITH ~ ~ ~ ! i (3)-#5 E~GH WAsY i ~ ~~~_s ~ ~ ___.__T__________________.__~_~.._.~._.______T_______________---------~_____._~_.___~_~_~_ ______..._,._.-L i ~ i i ~ - - I - , r-;~- ~ _ _ _ ~ _ ~ ~ ( +sk ~ .t'~ r, ..t`w ~ i ( ~ r______ r_ k° ~ ~ ~ ~ ~i, ~ ~.1..~ E ( I r~~w ~x~t~ ~ ~ ~ ' ~ ( ~ H55 GOLUMN ~ ~ iN57ALL GROUT I l~ ~ ~ ! ~ ( I ~N cMU a~~.ow I' : I i ~ ` I N E W G ~ L U M NQ a ~ ~ I ~ ~ ~ : ( ~ ~ ~ ~ I=;`~ I:;~I I;:~ i ~ I::~ o z~. 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N~ { X ~ 2XIC7 FLDDR I~~. ~ 4y ' ~ Q I j ~ r I . ( m ! - ~ ~ : ~ , . . . F- 3 13/16 m ( ~ ~ '1-3 I Q. "II - i , ~ ~ .1015T . ..:.:..:::...f.. I r~,r x ~ , . l u~ ~ ~ o ~ _ , ~ ~ ~ ~ ~ , ~ ~ .a ra: f;~ o I ~ Q x ~ ~ New j ; a. ~v~w I . . . ~ ; i~ ~~_4~~REMf,~VE PE PEtJPIGUL.AR I ~~_p„ Nd' ~ ` ~ ~ w~v ~i ' „ m' i l:;;; i u~ z ; ~ z z 14J-2x6 N w ~ z ~ ~~-a~~ x ~~xo° x i~ ; ( z ~ , , z ~y p ~ ~x3~ ...;::':.::1` ~ _ ~ E 18TIi~C~; GOLUMK ~,OLUMN GMU WALL EF~.~ NEW = ~ \ ~ k~`( WALL 15 7C~ E 1N57ALLED q I W~' ~ ~ FCX7TINC WIT ~ NEW H~S 3h~3X1J4 t~ i ` q~~ x 2,,,a~~ x l} ~ ::f:.. ~1 (31-~5 EAGM Y I 2 i~ ~i GOLUNiN OTINC~ NEIn! H~a~ INSTA~LL ~f20U7 ; f j~; i~ ~ i ~ NEW I ' ~ ~v w ~ - ( r~ ~ (~~-zx~ ' ~x~xi~~ it~ ~MU ~~~.ow ' ~ / 2Xb i 93.1 t". G LUMN I i / P05T OWN ~ EXISTING i ' GOLUMM NEW GOLUMN I I ~ ~ I ~ ~ ~I I ~ ~ ~ ` ~ ru, ~ ~ - C~ROUT EXISTIi~C~_... ' REMOV~ EXISTINC-~ ( i r- ; l~~- ~x~ l: ~xi -nN~ wioxia r-1 I I ~ j r ~ ; - ~CJLUMN ( ~ I , ~ ~ XI TI . ' I ; GMU LL 5C3LID i r, THIGKEt~ED I ' g 51.AB-t,~N-C.~hZADE ~ i ~ i i ~ E ~ ~ ~ ~ ~ ~ ( ~ ~.;,i~ -a ~ ~ ~ F~ XS k lt l} ~ ~ ~ ~ ~ £ , af ~ ~ ~ f~. 9 '.@ i' ~ i j EXI TIN 4-2 10 ~ ~ o~ I':` I ~ l l X - _ I_ _ _ _ _ _ _ _I I , , .-.-E-- -I- ~ + I _ _ ~..~.1 _ _ I ~r ~t _I_ . ~ i~~ _ . :3p a , A. ~F+hf< i"~`i3, ~iaf ~:k ~ ~ __"_~l~l~•,(""_"_. " 53;1- ~ _ ~ - - - - ~ ~ _ ~ - Ic;f< ^ ~~r' ;.~;r ~ 3 ~ * ~r; ~ ra se~. ::i~~° ~ ~ ~ ~..a,~#~ a't~ ~ ~ ( I ~ ~ ~ . ~ . ~ „ „ . . - ~+5~ ~x~xEr~ . _ _ _ J ~ ~z~Mav~ _ _ iao~_o° p ( E?SI571NC 2 C? X 2„G? . . GOLUMN j' EXISTINC7 3 il2 4~ ' ~ ~ FOt7TIN6- A~L7C7 I-D X 2- TOP OF I - ( ~ _ ~ ~ r.. ~ ..r ~ ~ ~ ~ ~ ~ F OTI G . R~MOVE N - '-6" I'- ° 57EEL G4L.UMN .-1 PLYWOOD I ~ ~ ---~G~.. ex~s-r~r~~ { ~w a~ x ~ x o ( ~ ; F0071NG WITH H~aS 3X3XI/+~ ' _ I 531 TOP C3F GfJL.UMN ~ ~ G(~I~GRET~ ~F'C?XY- _ h~DC? I,-J° x 2'-~q~~ ~X15TIN.t'~ 2XIt7 ~ 53,1 ~ . SLAB AND ( l'4) 5~AGH WAY ` rtiT I-4' I DDWEL ° ~l EXTEN5IC)N ON ( ~ ( ~ PLYWODD i ~ i ' ~ ~ ~ . . . . . ~T?~BILIZE 5LCJi~E . ~41-~5 X , EXISTINC.~ FOOTIHG { ~ I I WITH GONGR~tE ? ~ - - 6" I~E~P : ~ ~ , „ - I ~x~sr~r~~ ~iL~. I i~_~~~ rc~_,~~ca ~.ic~__.~ I y ~~.,~~-or~-~wk~~ ~ . . . . . . . . . ; iNrn ~ ( ir~ w rr+ I I ~ , ~ ~ I ~ ~ a„ ~ I ro ~,~M~,ir~ . . . . . . . . . . . . . ~ c~r~~rE~ o~ ~ ~ G+~ Yi ~ I i r~~w ~ : ~xi~Tir~~ - ~ ~ _ _ ~ ( I ' r~~w N~~ ~x~xit~ ~xi~-riN~ ~ ~ GCILUMN 9TEEL i~ GC~I.UMN 3X3XV4 2Xi0 ( : FpOTIi~ r~ EW X j UF' ~ ~ ~ ~ ~ ~ . ~ ,i f ~ i ; ~ ~ . . . . . . . . . . AT I 4 ; - ~ GOLUt~IN , ; ~ ( ~ ~ ( GOLUMN VEiZIFY 7H/kT EXIST{NC7 _ _..m _I_ L _ . . . . - - - - , . . ~~.r f . , i N 1 ~007iN,.t'~ ~IZE 15 ~ y ~'.5 .`1 k k t~i.~. I ^ '.F~ k t t o ~ H~ 9~ s - ~i - .t? ."sh•R. ~t.< 2. ~I- ,~4:~ `,n 4. =u.»,ae~~... ~ ~ ~ t~ MINIMUM QF L.~1 w,,~,.,~, ~..,~~,r..,. tZEMC)VE ~ ~ ~ ~ _ ! _ ~''~t.~'" X3 =C~" X~rC7" ~ _ _ v _ '3~ ~ ~ t..t - - - ~ EXISTINC 2X10 JG~I5T5 WITN (3)-#5 EAGH WAY ~ ~ OVERF12AM~ NEW F~C7C7F2 UN E~1571NG NEW H55 i U ~ SLA~B-ON-!"aRAPE 3X3X!/4 GOLUMN I ~ ~ i ~ ~ ~,XI9TiN ~ ~ R SLAB-ON-C P~DE ~ ~ ~ ~ . J ' ~ ~c . . ¢ ~ ~x,~~~~~ ~ ~ ~ ~ ~our~r~A~rioN / ~ ~ ~ J ~ i ~ ~ ~ ~ ~ ~ 3 : ~ ~ _ _ _ _ ~ ~ ~ ~ PC3RTIt7N ~P GMU WALL TO BE REMOVEG~ EXISTiNC-~ 3 I/2"+~ Q GrJLUD~RR 57EE1. _ _ ~ _ ~ _ _ ~ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ ~ _ _ _ _ I I'~lEq FOR: qAT~: i i i DE51GN REYlEW 07.10,06 ~C.~UND~`~IC~~i ~lt~~'E~. PFtL}GRC-~ 0$14,Uki , ~ i. GC7NTR{~,GTUR SHALL FQLL~W RLL REqUIREMENTS LI51"ED IN 5(?IL5 i i i PRO&RE55 0822.Obf ~ REPORT. ~UILpiN6 PERMIT ~ET 08,2bA6 ° , i 2. ALL P04TING5 Ih! GRAWLSf'i4GE5 SHA~LL BE BAGK PILLEC3 WITH 61DDIN~ 5Et Oq,Q1.06 i i i ~ CA 5Ei ID.O$. GOMPP~GTEp STRUG"fUFZ4L, Fl~.L 70 THE TOP O~ 7WE FUOTih~~ 7 I~VMaION 0131. h~iINIMUM, UNLE56 NOT~C? OTHERYd19E C7N PLANS OR 9HOWN ON 5EGTIONS, n PIREPLAGE RE1+1510N 02,12. 3, PLA~GE 5LA6 C?N GRADE ON STRUGTURAL GOMPAGTEG~ FiLL C?R NATURAL ~RAC~E A5 OUTL.IhJEt7 IN 501L5 fZ~POR,T. 4. UtvLES~ C~THERWISE Nt'3TEL? -~LL ~L/~6 ON C~fZADE~ ARE 4" THIGK WITH 6X6 W2,1 X W2.1 W~LI7ED WIRE FP$i~IG, 5, PROVIpE GUN7R4L JOI?~T5 Of~ GCJNSTRUGT'IG>N JOINT5 A5 SHOWN UN FOUNC7,ATION PLf~,N. MAXIMUM 61ZE G7F EAGH ,hREA~ ~aHAL.L NOT ~ ~ ~ ~ ~ t~`~ ~ ~ ~u~c ~c ~te~te, nre EXGEEC? 144 FT ? ~ ~ PROJ, N0, 7Clil ~ 6. GDNTRAGTOR TO GO~FZCJINA7E ALL D1MEht5CON5 P~NC} DETf~lE.S t^tITH AF2GHITEGTURA~ C7RAWlNGS, ~ ~ ~s1Ja ~ ~ ~ 't. GENTEFZ FUCJTINGS UhIG>ER W,hLLS AND GCJLUMNS UNLES~a J~ ~ ~ ~ ~~~~"I` I 1~~ ~ s;e ~ ~ DIMEN510NE[? C7THERWI~E ON FC7UNDATIQN PLAN. .Y ~ 8, REP~F2 TC? r4RGH1TEG7URAL qI~AWINC~,a ~QR ~TAIR Ft~cAMING C?ETAIL~ ~ C~~ ~NC~ L~N[~ir1~ SLa~~ EL.EVa~r1oN5. i~4„ ~ , q. ALL SITE WALLa hJt?7 SHOWN dN THI9 PLAN 5HALL BE SUILT PER ,4t2GHiTEG'TURAL LANC?SGAPE PLANS, C'C,~ET,hILS ANC? ELEVATlON5. 51TE WALL5 SHALL NOT E3E GpNNEGTEC7 TC3 THE 15t11LDIN.C' UNLE55 AOO NOTED OTHER,N15E. , S2* 2X ~iULID WES P,4GK 2lC6 TOf' PLftTE 60TH 91DE5 WITH i/A" d~ WITH i/2" ~h BOLTS i N ~ THRU-BOLTS AT 2'-O" AT 2'-O" ~ N e~,°~ I ~ ~ ~ ~ ~ ~R~ . ~ I I(1 ~ ~ ~ t~~ 10 ~ 53,2 ~ ~V ~ L3X3X3/8 X I/2 i (WELD WITH 3/I6 X i i ~ r ~ I 51 M~50N U21U I 3/q' i ~ WE~DS EAGH HANGERS ~ ~ ~ ~ LEG) i ~ ~ _ ...,__._~t~ . _ GJ~2,~f~.~.--_ _:s i ~ EXISTIhIG AND NEW ~ ~ 3116 x 4'~ 6X6 6X6 _,_.__..q__Y___.____ ~ ~LC>OF2 ,J41~T5 ~ ~ i { i i TIMBEI2 TIh~IBER 53,2 a~ d• I ~ 0 ~ ~ i ~ i ~ i cc+ t GfJLUMN GCJLUMN ~ i 5 ~ 5 f ~ ~ ~ ~ ~TEEL ~OLUMN ~ ~ ~3.1 ~ 53.1 i mQ~rn i FZE: PLAN W1TH V2" ~ 6" X 6'~ iW EXI5TING ~ (j ~ ~ ~ STEEL TOP Pl~TE ~ q x GMU Gt~iMNEY ~ n= w rn t~ ~ 53.2 ~3.2 ° NEW f4 - i 2 i p~ GOLUMN ~..n3 5 c- ~S ~'s''>~> UF ~ ~ X ONI~I 2?C SC,~LID WEP PAGK r--- BO7H 91C7~5 WITH I/4" cA ~ I i ; ~ fV ~ TNFZU-BC7LT9 ,~T 2'-O" ~ ~ ~_____d_~_____ _ i _i[ `ll i _~_~_~_~._~_~_-_---_----_____e---~____._~_ ' ~ ~ NEW (2)-12" VL ~IR~ t?LAG~ NEl^i f21-12" ~ fi ; ~ ~U (REPLAGE EXIS WC) ! . _ ~ _ ° ~ - -EP~RGE-~iFEST{#~6 _ ~ ~ _ _ _ _ _ _ ~ ~ i i X'' 3/ib ~ l~ Jl ~ ~y ~ , _ ; I- i ~ ~ a~n= , ~ i ~ ~ a X~- ; 6 ' Q ~ t~,i - - - ~ i Qua4 ( 53.2 ~ i UP N~W (4)-2 4 ~ = f4 -1.3X~X3/8 ~ ~^11 H (2)-3C4" cD .4325 i~SX28 ~1 ~ ONLY ~ Gt'~LUMN ~ ~ ' ~ ~ ~ i LT~ ~A~GH LEG BEAM ~ ` E ~ ; , . ' f2Ei'LAGE ! ! ~XISTINC-~ STUC? f'ftGK Q ~ i ~ i ` G~l.Uh1N WITH ~ _ ~ 1 NEW ~ I/2 - i~o ~ U~ u~ (3J-2X~ :W [ H9S 3X3XV4 GOLUMN ~ ~ ~ ~ ~ ONLY ONLY GOL.UMN ' J-2X4 i ~ ?L.UMN ; ~ ~ µ Z ~ I ~ ~ ~ NEW L~?L EXISTING ' !"i h!~ ~ ~ ~ ~ ~ Ul ~ ttl EXISTING ANIi NEW 2-2X1C~ EX15 INC EXISTIIV~ ~ ~lI6 FLOQt2 BEAM ( I FLf?OR JC71ST5 _ ~ _ - - . _ _ ~ ~ -.(~~-~,~~C~- - i < ~ac~- - ~ < _ _ ~ _ _ _ _ ~m _ . ~ _ _ ~ ~ i _ _ _ _ i/2" THF2U-Bt~LT C ^ 51MI~ON U210 ~ T_~, i._ ; 318 97EEL P(.A.TE ~ ~ NEW (2)-2X10 ~ ~ ! HRNC~ERS ~ ~ ~ ~ ~ , ( _ N~w c~ ~ BEP~M ~aADC~LE j i A~ j ~ c i :r ~ coLUMni ~ ~ , ~ ~ ~ • iij ~ I ~ ` ~ ; ~ I A e W ~l d' ~ j i~~ i ~'t EXI571N~ 2X10 ts`~ A[7p NEW 2Xia TQ ~ ~Il~_1` 1 ~ ,~tT I'-1 r4PD 2XlO EXI5TIN6 2~CI4 C m ~ R, ~ ~ ~ ~ TC7 ~ ~ ~ U~1 ~ 53,2 s. z~ ; I Tp E~GH J015T UN!'7ER ~ AT I'-4" i ~ x BATH~ODM FLOOR 'd' ~ r ~ ) ~ 1 ( a. A ~ ~ ~ C ~ i ~ ~r--_ ~i m i ~ ~ ~ z ~ ~ ~~i~~i~ ~ _ j~ t I F-=~ i y~~;.:;~~ i~ ~ I Il2° - I'-O ( ~ I ~ ~ i ~ , ~ ~ m ~ ~ t~~-~x~ I I rj=;-, ~ ~ I - , i ~ ( ~ a ~ 2 - ~ ' . ~ zr ~ 15T HC~ d^' S2,2 5)- 4 C.MU l~L ~ NEW ~5)-2X4 114" 57~ ' PLP~T ~ O - ' II j I TC? t2 MA~IN ' UP ONLY ~j I W " ~ NEW ~4)-2X~} GpL.UMN ~ ~ S,~nDL , Z u ~ i' W ~ 1 I ; ~ REMOVE t ry~ iX: ~j ~ tll EXI571NG ~ ~ !Ud' ~ ~ ~ ~ar~ r~~w w,~,~.~ ~svv~ ( z l ~ r~~w 3x3x~ra ~ , Ii ~ I4 z GOLUMN ~ ~ ' ~ ~ ~ ~ c ~ur~~t ~ , i~ t~t~w N~a~ 3x~X1/4 j g j ~ Ij 52.2 ~ o NEt~,T~~=2~C: . _ i q ~ GOLUNfN I ~ ~ 3 E ~ ~ ~ ~ ~ , ~ 1 ~ ~I ~ ~ ~ ~7; 2. _ ~ . t ~ ~ I 2 h~~ Np~ LL ~ ~ ~ ; ~ - ~a2,2 ! s ~ ~ ( 2X4 IN~ERIOR i ~ 1 5~~C ~ - - - ~ 2 E ~ t~Y ~ ~ ~ ~ ~3,a ~Xi~pj~~ x ~~rir~ ~ ~ ~ ~ ~ X r 93.2 ~ ~ ~ i ! ~ !I - - ~ ~ ~ l ~ BE~R~ vJ~LL 53,2 F ~ ' S2.2 ~ ~ , ,C ~ ~t ~~T.-~ ~ ~ ! . , , ~ ~EW W8X28 ; I ~ i , ~ ~ , ~ ~ ~ ~ I~. _ ~ , ; : ~ 1..~~~ I-~____--__----- ~ , , , , ~ ~ ~ I ~ ~ ~ ~ ~ ~ L'~v ~ _ ...~y~ ~ I~_O„ I i--- - .._N~W W8X28 .~_-------l~-0_,._ ! NEW W8X28 _ _ _ ~2)-ax (2)-2x ~ ~T~~ , ~ ~ ~ - ~ ~ ~ _ 5F'LIGE __.______._5P1:tCE__ - ~ ; ' NEW 2XlO ; } ~~w (31-2xa , ~ ~-~~-~---______.___._.~,2x~ ~xi~riM~___ REMC)VE i I ~ j AT I-4 ~U ~ ~ NEW H85 3X3Xil4 ~ N ° t~IEW (2)°2X `~TUI~ WALL R~PLAGE 10~lE GOLUMN ~XI~71NG STUD PAG ~ I TI ~3 ( 2~~~ i z G O L U M h! I N W A L L F 2 E M G 7 V E EX 9 NC~ , l, I ~ ~ 5~,2 NEW 2XIL7 ~XI~TINC-a t aTiNC~ N- GpLUMN WITN 9T ~L GC3~t~ti~N_ ~~~1 i 1 ~ ~1,~ A7 I-4 ~ 2XI(a A7 I-4 f II ? I O A7 I'-4" i i H55 3X3XI1~4 GOLUM ~ ~ II { X ~ i REMC?VE ~ 51 N . N . ~ ~ ~ ~ i i i ~XI5TiN6 1 ~ 15Ti ~ ( ~ X . R~.___ ; i i- -r- . ~ - - X EXI571t~K ~X15TINC~'WIpX1q ~ , , Q EXI971NG 2XIp ' ~ _ ~ ! I 108'-10 3I4" AT I~„q.~~ ` w.- _.r:.~l~E.~- -_:~~A''-~ ~ ' =~i x AT ( -4 ; ~ I i , ~ 't~. - ~ ~ 2XID ~ ~XI~aTINC ° ~XI~T'~..~~ i W ~ ~ ~ ~ ~ i ~ i T4P OF ( ~ ~ ~ AT P_4" ht~W H55 3 1/2"N HOLD ~ t2EMOVE ~ F Y 4D NE4d Sy ~~~T,~I ' ( G~~_. ~ EXI9TINC~ ~ ~ (~4 -2X4 ` ' ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ' ' ,4DC7 NEW 3X3XII4" STEEL ( ~ ~ ~ THIS P~R~P+ 1 i0~ ~~Xq~ W.4LL GOLUMN GC7LUMN ~ I ~ cr~u wA~.~ co~.uMr~ ~ j( E I~ C F, i I ~ ~ ; ; ; r ~ ~ ~ ~ Q ~ EXISTI C (.AXAXV4 ! ~ F~ x' TO EXI~aT1NC~ X " , , ~ ~ _~L:~ e Q 4 1 " ~ EXISTINC~ WIOXIq U _ - _ _ _i_.- _ ~ _ ~ . _ _ ~ _ _.s._ _ _ ~ ! _ E~I~TIN.C-~ 8" Gt~h1GRE7E _ _ ~ _ _ T. ~ ~ EXEaTING H~i"i (2)-2XI0 ~ (3)°2X4 I ~ a Z 5LAE3; REM 6RIGK ~ GQLUMN i y 3X3XI 4 ry X N GHIMNEY A OVE AND UP NEW G12X30 GC~LU N ~ ~ ~ GON5Tt2UGT h~~W ~ 30 ~ X 2X6 ~t7 TUt2 ~ ~ ~ ONLY ~DGE BEAM tM ~ ry z Z~ W ~RAMED FI EI'Lf~G~ B4X WI7M I! PLYWC?OD ~ ~ ~ i 1 q x v~ x ~q'~ ~ ~ sr+~,~rHir~~ r~xr~~zio 93.2 ~F ~ ~(uxi~ ~ ~ l) i z~ ` ~ ~ ~ -~i ~ ~Q~~ ~ ry ~ ~ x ~ ~ NEW GI2X3t~ 1___ . ~ ~ - ~ STAcIR STiZINCyER > ~ J I 4 , I~ll ~X15TINC 3 V2'"Q~ ~ l~ STEEL GQLUMN ~ I _ _ _l_ _ ~ _ _ _ •'f ~ _ _ ~ ~ _ _ _ ~~"__.POR"T'IZ~19 Z?F-GN1G_____ _ _ _ ~ _ _ - - - - - _ _ - - - ~ _ _ _ _ _ - - ~XI5T1N~ Bi~l( :XI5T1N~ Bi~IGK WALL ~ i ~ ~ EX15TIt~G ~ EXISTINC7 WALL t0 BE R~MdVED ~ ~ ~2?-2XIC1 i (2)-2X10 ~J i i ~ EXISTWG WALL i~i il I ~I I TO BE REMOVED ~ - NEW 1^I,4LL ~ i (5) 2X4 i ~ C~NLY I~ UF' TC7FZEMAIN~_.~_~_~e_`._~_..___~__________.____.__-_.~._.______~_e_~_~______._____---____. _ - - - - _ _ ~ °--GC?LUMN ~B„C~N1E1?~~aBDV.E..~____ C3hlLY.~. _ _ _ _ ' _ _ _ _ ~ II ~ UF' ONLY N~1"1 ~''~IpXlq ~ ~ UJC7C,~D ~i~~4MINCx NC~TE~: i I$~IED FOR, DATE: 9~.2 Q DE9fC~N ~EVIEW 01,10.06 I. "Y.L° INC71G,4TE5 YERSA°I,P~M BE~cMS, P~~ MftNUFRGTURECJ BY BUISE ~ i ~ PROC7RE55 Ob.14,0(i i G,45Gf}I7E Gt~RPf7i2ATIC7N, P~LTEF2NATE5 9HALL HAVE TME SAME OR C'~F?Ef~TEfZ Gf~PAGITY AS L15T~C7 IN THE 57i2UG7t1RRL GENERIhL PROGRE~ 46~22.06 NOT~S, BUILpIN6 ~ERMIT 5ET 0&.2$.9b i 2, WDIGA~TES GOLUhiN C?~WN C}NLY- MULTIPL,E 2X Fi2AMlhl~ Nc?TEI~ i i i B1pDINC aET G~R.01.Ob L7N PL,hN9. ~ GD ~ET I a,p8,46 3. . INDIG~TE~ GQl.Uh1N UC' ~4NR DOWN UNLE55 IT BEARS Oht GONGR~TE W,~tLL t?R, FOOTW~ f~ELpW, OR IT 15 LABELEP UP QNLY, 4. HEfhqEl~5 SHALL BE (3)-2X8 UNLE55 I~C7T~1? OTHERWI5E, ALL HEA~DERS SNAI~L F~E BUILT QUT 70 5 V2° (3 112") WIDTH BY ,4DDINC PLYWOC7D SPP~GERS A5 REG2UIREC~, 5. ,4LL GC1LUMt~S SHALL BE (31-2X4 UNLESS NOTEi? C7THERWISE, ~ COPYdCGHT 2009 a 6. W4C)D GULUMNS SHA~.L BE GONTINUOUS FROM PLOOR ~~1 Yfrk dter drohltxis, r!~ ~ TO FLOOR OF2 FL.C7QR 7D ROOF. TRIMMEF:S SNP~LL BE Af)RED TO PR0,1, K0. 7017 r,: NaTEt? GULUMN 51Z~5 ft5 REG2UIREG'. 0 P ~ 7. (~E.,~,j~ INC~IGA~TE9 4NTER~C?R H~ARING WAL.LS. FLO(7R .1415T~a ~ BEAf211VC LC7GA71C7N9 9Hf~~,L LIN~ UP WITN 51"UD5 BELQW. ~ ~ ~ ALL BEAMIB~AM AND BEAM/C.C?LUNiN GONNEGTIONS Sh+ALL BE r h1AC?~ WITH 51MP50N 9TEEI~ PL/~TE GQNNEG70R5 UNLES~a NfJTE[7 m DTNERWISE, ~ N ~ RE; f~i2GHITEGTUI'~A~L DF2AWINC~~v ~OR LOG,4TION f~NC7 512E Q~ I/,~~~ = ~~_d~~ X ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ RCIUC-~H OFENINC~S IN WQO[7 57UD WAL,LS. ~ ~ ~ ~ a RE: fr1ZGH17EG7URAL C3RAWINGS F!?R HANp~IL A~ND STA~IR ~ PRAMIhiG DETAILS. 0 r ALL EXTEtZICJR k4PILL5 SHALL MAVE CONTINUCXIS 51'UD5 PROM °p FLC?4R TO PLO4R C?R FLL?OR TO RUOF (INGLUPING RAKE WAl.LS), p ~ a d U ~ T ~~'~~'a o: ~ °A ~ ~ ~ B ~ m x: ~ ~ ~ ~ ~ ~f ~ ~ f ~ + ~ i i ~ E ~ i i i N t+7 tU i i I I I ~ p~j f~DO'~~ ~ I ~ ~ ~ ~ ~ i I I f ~ ~ ~ ~ N ~ m Ci i i I ~j _ - - - , ~ ~ ~ ~ ~ ~ i i i ~4 ~ i ~ _ _ . _ _ _ _ tl~ _ ~ _ _ . -r-- - EXISTINC-~ L _ _ -~XISTINC~ ~ t~V (2) 2XI0 (2)-2X1O r EXISTINC W I ~ ~ X (GO UMN ~ ~ S`Nt? PAGK ~ ~ ti _ REMt?VE ANCJ REPLAGE F2EMOVE AND FZEPLAGE ~ ~ ! EXISTING ('2)-2XIO 5 EXI5TIN6 (2)-2XIP ~ i2EMOVE NEAI7Ef2 AT NEW WlNPOW HEPd7E(2 ftT NEW WIN ~X15TINC~ u~ ' i ~ LOGAT{pN y3,3 LOGATIQN ~X7EF:IOR STUD WA~LL z ~ `~0 i izX ~ i i~fV ~__r_._. a~r~av~ ~~MC~ve ~ ; ~ i ~ ~ ~ ~ I ~xi~Yir~~ ex~5rir~G 7 EXi~tit~ ~ ; i y , ~~i~ . ~ I ~ ~uu - - - - _ _ _ _ _ _ _ ~ _ ~ _ _ _ _ _ _ _ _ _ - - - - - - _ _ f~J-2xio-- _ x--- - - - ~-~2~-2~r~ ~ - ) - - - ~ r------- , _ _ ~ _ ~ ~ ~ ~ ~ , - ~.L05~ lJ~~ ~ NEW (2)-A I/4 LVL ~ ~ N~W (~)-~1 I/~ LN ~-~i I/~ L~/ ~ ~ ~ ~XISTINC ~ i ( ' I I , ~ I I ~ E t ~ , , ~ , , E , WINDOW ~ ~ _ ~ i i ~ ~ ~ ~ ~I w~~~ G ( W HS ~ r ~ ~ 3~X3X11 i i ( ~ I~ i ~ I GOL~IMN ~ 3X11~ ~ i ~Q` 5 + ~ , I ( ~ i I ~ ~L~1MN ~ a 53.3 i, 1, {i ~ - ~ i I ~ , ~ ~ ' ; ~ ~ EXiS'~IN~ ~ ~ , ~I a , ~ ~ ~ ~ ~ ~ f ~XiS'~ING ~ ~ ~ ' . . ~ 1 I~~' I ~ ~ ~ u~ i ~.pv N~w 2xa ro ~ rc~ a r~ fQ B~ ~ lY ~y~ ` EXI~aT1N~ TRU 5 TO 8E f2EMCJVED ~ ~ " ~~__.J1 E?j~15TING ,2X8 ~i I R~M p~V~i~~ ~ , ( ~ : - , ' I I ! ~~M ' V~D 3~, ~ ~ tl.( , NEW WI2X5~ .r ~ i r'' • ~ , ; ~ - Ah' I -4 ~ ~ ~ Z- ( ~ /l 3( ~ { ~ ~ 3~ ; ~ _ X .~i ~ ~ , _ l i' : i I ~EXi6TI~NCa~ ~1 { f ~ : ~ ` ~ ~ i ~ x~Sri~N~f w w 0 ~ ~ f ~ N ~ ° i ~ i~ ~ ~ ~ ~ ~ ; ~ ~ ~ F ~ ~ I ~ o u ~ rr 2 i ~ } ~ i i iG MI ~ o ur~€rr ~ N ~ , ; ~U r~~v~ (a~)-2x ! 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RE: Ai2GHITEGT FCJR ROOF SI.OPE~ ANC7 BE.Aci21N~ PLftTE NEIC7MT5 ~ 1~07 NCITED, ~ au~~pit~ ~~ir ~T o8.28.06 ~ ~ ~ BIDqINC 5~t Oq.01,Ob 3, ,hLL HEPd?ER5 SHP~LL BE (2}-2Xi0 UNLE55 QTHERWISE NOTED. ,~LL HEADERS SHALL BE Bt11LT C7UT TU 5 I/2" OR 3 I!2" WIDTH SY AC7DING ~ Go 5ET IO,OS.Ob PLYWOOP 5HIM5 A9 REQUIFZEq. 4. I~LL. HEADERS LQNC7EF: THAN 6'-Q" SH,xtLL REQUIRE TWD TRIM 5TUp5 f~Nt? TWt~ ~IN~ 9TUC7~ EAGH 51PE. 5. ALL JQIST HANGEi25 SHALL BE 5fMP501V LUP, l^IP C?FZ L5511 TYPE UNL~55 Nt?T`Et7 C17NERYyi9~. 6, /rLl. BEAM TC? GC~LUMN GONNEGTIONS, BL7TH TC7P At~D BOTTQM coeY~cm zaoa a SHALL U5E 51MP~UN PLATE GONiJEGTC7R9 UNL~55 NOT~C~ %trk dker drehitecle, INC ~ OTHERWISE ON pETAILS. u~ PRUJ, N0, "IG+1'i "t, A~L EXTERIC7R Y~kALL~ SHALL NftVE GC?NTINUDUS STUL75 ~ROM FLOOR TC7 f2C?OF (INGL.UC~INC~ R,~tKE WALLS), 0 0 : 8, 5EE SHEET 53,C7 POR ~ENERAL NOtE5, u~, ~ q, i2E: F~RGNITEGT FDR GHIMNEY 51ZE9 ,4NC~ LOGP~71c"?N5 NOT NUTED ON STRUGTUR.AL PLftNS. m f ~ IC.7, O~/ER FI~RMINC~ SHAI,L BE 2Xb MINIMUM ANp SNRLL BE P05TEt7 m DOWN TO M/i1N TRU~a5E5 CJN lk .~'..,R1I7 Nc~T Tp EXGEED 4'-C)" X 4'-O" (Ib FT~1 I/4° = I'-O" ~ ~ h il. ~Ot2 .AC?C71TI4NAL NOTES f~Np DET,41L5 5EE 5HEE7(a) 53.0, ~r? n n 0 r~ h 12. t2E: ARGHI7EGTURAL DR.AWIN05 FOR ALL QVEF2FLOW 66Uf'PER Q LOGATIQNS, ~ N tl° 13, ALL GQLUMNS SHALL BF (3)-2X4 UNLE59 OTHEFZWiSF NOTEC?. 0 ~ ~ ~ U g JL- t GENERAL NOTES • s~•,'`~ 1, ~IVE LQADS USEd IN DESIGN; 4, CONGRETE g~ ~~d t~~`~'~'~ ~'~.,~~tt A, RQOF (SLOPE ~ 3,12) 80 PSF A, AL~ CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, A, ALL FRAMING AND TRUSS LUMBER Sk ISS LUMBER SHA~L BE DRY DOUGLAS FiR, LARCH, GRApEp BY STONE AGGREGATE AND SHALL BE 3000 PSI MIX 7YPE EXCEPT IN EXTERIOR ~OCATIqN WESTERN V~pOD PRQ~UCTS ASS4CIAT ;TS ASS4CIATION ANq ~ONFORMING TO INTERNATIONAL BUILDING B, TYPICA~ F~OQR 40 PSF V~MERE MIX TYPE SHA~~ BE 4500 PSI WITH 6% TO 8~ ENTRAINEQ AIR, CODE AS F~LLOWS; C, EXTERIOR QECKS 10Q PSF 8, S~ABS, 70PPING, F04T{NGS, BEAMS AN~ WALLS SHALL NOT HAVE JOINTS IN A 2" THICK - 4° TO 6" WIDE (WA~L " WIDE (WA~L STUD ONLY~ STUD Fb = 700 PSI HORIZONTAL PLANE, ANY STQP IN CONCRETE 41~RK i~JST BE MADE A7 THIRfl PQINT OF 2" TO 4" TNICK - 6" AND WlDER " AND WlDER N0, 2 Fb = 90Q PSI p, IMPORTANCE FACT4RS SPAN WITH VERTICAL BU~KHEADS AND NORIZ4NTAl. SHEAR KEYS UNLESS dTHERWISE 5" THICK - 5~~ ANp WIDER WIDER N0. 1 Fb = 1350 PSI ;ESSES ARE MINIMUMS ANp FOR Nt}NREPETITVE USES PRIpR TO CATEGORY i SHOV+~I, ALI. CONSTRUGTION JOINTS SHAI.L BE AS OETAILED OR AS REVIEN(Ep BY THE NOTED ALLQWASLE STRESSES ARE M SNOW FACTOR 15 1 ENGINEER, ALIOWABLE STRE5S iNCREASES, lCREASES, ~ WIND FACTQR IW 1 C, ALL CONCRETE 4hURK AND RElNFQRCEMENT DETAILING SHAL.L BE IN ACCORDANGE B, VuHEN PRESERVATIVE TREA7ED LUiu~l 'REA7ED LUiu~£R IS REQU IREO BY C40E AI.L CONNECT IONS AND 1EQUATE~Y GALVANIZEE? (OQUBLEQIPPED OR BETTER), ~ E, WINO WITH ACI BUILDING CODE 318 ~ATEST EDITCON, UNLESS NOTED C77HERWISE. USE NAILING SHA~L BE AQEQUATE~Y GAI 3 SECOfJD GUST 100 MPH STANDARD HpOK5 F4R DOWELS UNLESS NOTED OTHERWISE, ALL EXPOSE6 EDGES Of cy ~ FA51'~S7 MILE 90 MPH CONCRE?E WC7RK SMALL WAVE 3J4 INCH CHAMF~R, G, TREATED Sll.l. PIATE LUMBER MAY E LUMBER MAY BE HEM - FIR, STRUCTURAI. #1 GRADE, EXPOSURE B i BR IDG ING NOT QVER 8~ (JN CENTER FOR ALL 2X WOOD JOISTS, m„~~ 5, REINFORCEMENT D, PROVIDE METAL Cf~OSS BRIDGING N~ F, LIVE LOADS ARE REDUCED PER ~UDE IF APPLICABLE, SDLID BLOCKING BETWEEN ALL J01' VEEN ALL JOISTS AT AI.~ SUpPORTS ANQ ENQS OF CANTILEVERS ci A, ALI. REINF4RCING 5HAL~ BE HIGN - STR£NGTH DEFpRMED BARS CON~ORMING TO ASTM IS REQUIRED, a~rn~ G, CODE uSED IN DES{GN; INTERNATIONA~ BUILOING CODE, 2Q03 EDITION. A615, GRADE 6Q EXCEPT TIES, STIRRUPS AND PLATE ANCHORS N~-IICH SHAI.L BE ~BERS WITM COMMON NAI(.S ACCORDING TQ 7HE IBC SCHEDULE OEFORMEQ BARS, ASTM DESiGNAT10N A615, GRADE 40 OR ASTM A706 GRADE 60, E. FASTEN ALL t4~OD MEMBERS WITM CI 2. TEST ING, INSPECT IONS AND UBSERUAT iCNdS: TAB~E 2304 -9. t UN(.ES5 NOTED Ql ES5 NOTED QTHERWISE. B, REIN~ORCEMENT PROTECTION UNLESS NOTED OTHERWISE: THE STRUC7URAL ENGINEER DOES NOT PROVIQE INSPEC714NS OF GONSTRUCTION. 1. CQNCRETE POURED AGAINS7 EARTH 3" F, L.AMINATED BEAMS ~EMBER~ SNALL BE FABRIGATED OF DOUGLAS FIR LARCH AT 12 ~ STRUCTURAL ENGINEER MAY MAKE PERIOQIC QBSERVATIONS OF TNE 2, C4NCRETE POURED IN FORMS {EXPlJSEO TO WEATHER OR EARTH} 2" 1, AL~ LAMINATED MEMBER~ SNALI CQNSTRUCTION; SUCH OBSERVATIaNS SHALL NOT REPLACE REQUIRED 3. COLUMNS ANp BEAMS (TIE BARS~ 1-1/2" PERCENT MOISTURE GdNTENT Il ~E GdNTENT IN AGCORDANCE WI7H Y~CLIB. AI.L SIZES SHOY~! ~ INSPECTIONS BY THE G4VERNING AU7HORITIES ~2 SERVE A5 ~~SRE~IAL 4, S~ABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4° ARE NET. ~ INSPECTIt}NS~~ AS MAY 8E REQUIRED BY CNAPTER 17 4F TNE INTERNATIONAI. 2. I.AMINATED MEMBER SHALL BE ( :R SHALL BE DETAII.ED AND FABRIGATE6 IN ACCOR~ANCE ~ ~RD SPEC I F ICAT IfJNS FOR TNE RES 1GN ANO FABR ICAT IQN OF BUILOING CQDE, C, REINFORCEMENT PLACEMENT AN6 TOLERANCES SHAL~ BE IN ACCORDANCE WITH WITH THE STANDARD SPECIFIC, SECTIONS 7,5, 7,6 AND 7,7 OF ACI 31$, LATEST EDITION, STRUCTURAL GLUE LAMINATED ' : LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC, B, THE FOI.LQWING U~RK SNALL BE INSPECTED BY THE SPECIAL (NSPECTOR UNLESS 3, PROVIDE UNI7S CONFO~MING TI ;ONFO~MING TQ AITC 117, 24FV$, D,F, FOR CONTINUOUS ~ j ~ SPECIFICAI.LY WAIVEO BY TNE BUII.DING OFFICIAL, 6, MASONRY MEMBERS AND CANTILEVERS ANI ITILEVERS AND 24FV4, D,F, FOR SIMPLE SUPPORT MEMBER5, A~EMBERS SHALI. BE RES IGNED ~ 1, CONCRETE CONSTRUCTION A, ALI. MASONRY CONSTRUCTION REQUIRES SPECIAL INSPEGTIONS pER CHAPTER 17 OF THE STAMPED ON EACH MEMBER, 3E RESIGNED WITH ZERO CAMBER WI?H TOP SURF,4CE CLEARLY y,,,. ~ MEMBER, ~ INTERNATIONAL BUI~OIN~ CQClE, p, pER It301C INSPECT 16N OF RE fNF(~C ING S7EEL. G, Pl.Y4t00p DECK AN6 j~R OR IENTED S ~ ORIENTED S1'RAND BOARD, b, PERIODIC VERIFICATION pF USE OF REQUIRED DE51GN MIX, B, CONCREfiE BL{?CK UNITS SHALL CONFORM T~ ASTM C90, GRADE N, BRICK SHALL 1. PANEL THICKNESS SHALL BE A; c. CDNTINUOUS INSPEC7fON AT THE 71ME FRESN CONCRETE 15 SAMPI.EQ TO FULFILL ASTM C62, C216 OR C652, MORTAR SHALL BE ASTM C27p TYPE S OR M, BE IN ACCt~RDANCE WITH REC01 > SHALL BE AS SHONN QN THE DRAWING, APP~ICA71pN SHALL ;E WITH RECOMMENDATIONS t}F THE AMERICAN PLYY~4D FABRIGATE SPECIMEN F4R $TRENGTN TESTS, PERFORM 5l.UMP AND AiR ASSOCIATIt~N. CC?NTENT TESTS AND [}ETERMINE THE TEMPERATURE 0~ THE GONCRETE, C, MASONRY SHAIL CONSIST OF CONCRETE B~OCK WITH A MINI~IM COMPRESSIVE 2. EACH PANE~ SHALL 8E IDENTlI .L 8E IDENTlFIED WITH TNE GRADE - TRApEMARK OF THE d. CONTIN~JQU5 INSPECTION pF CONCRETE PLACEMENT F~R PROPER ~7RENGTN OF F'm OF 150a PSI BASED ON GR4SS AREA, AMEftICAN PLY1M~06 ASSaCIATI+ )6 ASSdCIATION AND SHALL MEET THE REQUIREMENTS OF iTANDARD PS! , LATEST EC31T ION FOR PLYV+~}Op , A~L PANELS APPI.ICATION TECMNIQUES, U,S. PRODUCTS S7ANDARD PS! e. PERI~DIC INSPECTION FQR MA4NTENANCE Of SPECI~IE~ CURING D. REFER TO ARCHITECTURAL ORAWINGS FOR CONSTRUCTI~N JOINT LflCATIONS. V~iICH HAVE ANY EDGE OR SURI EDGE OR SURFACE PERMANENTI.Y EXPpSED TO THE TEMPERATURE ANQ TECHNIQUES, WEATHER SHALL BE OF THE EX' 3E OF THE EXTERI~R TYPE, . E, FILI. ALL VOIDS AND BLOCK CELLS SQ~IDLY WITH ASTM C476 GROUT FOR A OISTANCE 3. FOR FLQORING USE 3/Q" TBcG iE 3~Q" T&G STllRD- I-FLOQR 5H~ATH ING GLU~D ANp NA1LE4 AT 6" ON CENTER ALONG FANEL EDGES AND AT 92" A~.ONG 2, STEEL G4NSTRUCTION OF 24" BENEATH ANq A MIN1~111M qF 16`~ EACN SIOE 4F ALL BEAM REACTIONS OR OTHER W{TH 10D NAILS AT 6" ON CEI CqNCENTRATEO LOADS UNLESS NOTED OTNERWISE, EX(STING B~OCK WAl.L5 SHAI.L BE IN7ERMEDIATE SUPPORTS. . 1PPORTS. a. ALL WELDING SHAL~ RECElVE CQNTINUOUS SPECIAL INSPECTIQN GR4UTEq, 4. FOR RQO~ USE 5/8" (40/20 S l8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED EXCEPT THE FQLI.QWING; WITH 100 NAILS AT 4 aN CEI AT 4" aN CENTER ALQNG PANEL EpGES AND AT 12~~ A~QNG )PP{7RTS . . 1. WELDING D4NE IN AN APPROVED ~ABRICATOR~S SHOP IN F. CMU SHAt,L BE FUL~Y GRC}UTED BELOW GRADE. INTERMEDIATE SUPP{7RTS. A~COR~ANCE WITH 5ECTION 1704,3, EXTERIOR WA~LS SHA~L HAVE ~ SHA~L HAVE qNE LAYER pF 1/2~~ EXPOSUftE I PLYWZ30~ QR b, THE SPECIAL INSPECTOR NEED NOT BE CONTINU(3USLY PRESEhlT 7, STRUCTURAL STEEL OSB SHEATHING NAICED WITH ~ JAICED WITH $d (OR 10dj NAlLS A7 6" ON CENTER ALONG PANEL C~URING WEl.01NG pF THE FO~I.OWiNG IT~MS, PR~VIDED THE MATERIALS, EDGES AND 12~~ ON CENTER AT ?N CENTER AT INTERMEDIATE SUPPORTS, ALL PANEI. EDGES SHALL WELDING PROCEQURES AND QUA~IFICATIONS UF WELDERS ARE A. ALL STRUCTIJRAI. STEEI. SNA~L C~NFORM TO ASTM A36 EXCEPT WIDE F~ANGE BEAMS BE BL~CKED. VERI~'IED PRI(~2 Tp THE START Of NI~RK; PERIODIC INSPECTIqNS ARE ui-11CH SHALL CONFORM TQ ASTM 992, (5Q KSI) AND EXCEPT PIPE COLUMNS V~-11CH 6. FLOORS AND RO~F 5HEATMING ' ° 5HEATMING SHALL BE INSTALLED WITN TWE FACE GRAIN MADE OF NCIRK IN PROGRESS; AND A VISUA(. INSPECTiON OF A~~ WELDS ~HALL CONFORM TO ASTM A53 AN6 TUBE COLUMNS TO ASTM A500, G~ADE B, LATEST PERPENDIGULAR TO SUPPORTS ' '0 SUPPORTS WITH ENO JOINTS STAGGEREQ. IS MADE PRIOR TO COMPLET{QN ~R PRIOR TO SHIPMENT OF SHl"X' ED1710NS, STEEL SUPPLIER MAY PROVIDE ASTM A672, GRApE 5D AT HIS OPTfON, 7. INSTALL $UITAB~E ED~E SUPP~ .E ED~E SUPPqRT BY USE QF PLYC(.IPS, TONGUE AND }R SOL iD 4tiC70D 6LO~K ING SUPP4RTS, WELDING, MISCELi.ANEOUS EMBEDRED ITEM5 SNAI.L BE A36 STEEL, GROOVE PANELS QR SOLiD 4tiC701 1, SINGLE RASS FI~LET VJ~LpS N4T EXCEEDiNG 5~16" IN SIZE, Z, WE~DING OF STAIRS AND RAILING SYSTEM5, B~ A~L STRUGTURAL BOLTS SMALI. 6E A325N INSTALLED TO A MINIMUM SNUG TIGHT H, LAMINATED VENEER l.UMBEft MEMBER; 1MBEft MEMBERS SHALL HAVE THE F4l.LQWING STRESS c, VERIFY WE~D FlL~ER MATERIALS CONFORM TO AWS SPECIfICATIONS AND CONqITION, AI.L ANCHOR 80LTS 5MALl. CONFQRM TO ASTM A307 UNt,ESS NOTED CAPACITIES. ~8 = 2800 PSI, E_ 300 PSI, E= 2,Ot?0,040 PSI, FC = 750 PSI, FV = 285 PSi, 1ALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS~ MANUFAC7URER'S CERTIFICATE OF CQMPLIANCE IS REQUIRED, OTNERWISE, BU1l.T UP MEMBERS SHALL BE CONN' d, PERIt~DIG INSPECTION OF THE 5TEEl. FRAME Tt} VERIFY COMPI.IANCE WITN RECOMMENDATIONS, CONTRAGTOR SH~ }NTRACTOR SHALL HAVE 7'HE OPTION OF USING 3 1~2" OR THE DETAIi.S SNQi~I ON THE AFPRQVED CONSTRUCTION DOCUM~NTS StJCH C, STRUCTURAL STEEL SHALf. BE DE7AIE.ED AND FABRICATED IN AGCORDANGE WiTH THE 5 1/4" 1MIDE MEMBERS, S, A8 BRACING, STIFFENING, MEMBER LOCATIQNS AND PROPER APPLICA710N OF LATEST PROVISIDNS pF AISC MANUAI. OF STEEL CDNSTRUCTION. J41N7 DETAI~S AT EACH CONNEC710N. 10, NON -S7RUCTURAL ELEMENTS e, VERIFY STRUCTURAL S7EEL MA7ERIA~ CONFORMS TO AS7M STANDARDS D. EXCEPT 4ViERE UETAII.EQ OTHERWI~E, FA$RICA7qR SHA1.L SEi.ECT STEEL CONNECTIONS PER SFECifiED IN TNE APRROVED CONSTRUCTlQN C}OCUMENTS AND AISC '~MANUAL OF STEE~ CON57RUCTItJN° (ASD), TABLE 11 - A AND ~OR AISC '~SIMPLE 5HEAR A, ELEMENTS SUCH AS NON -BEAftING f )N -BEAftING PARTITIONS, ETC. AT7ACHEQ TO AND /OR MANU~AGTUR~R`S CERTIFIEd MILL TEST REPORTS, C4NNECTI{7N MANt~AL'~ WITH A325 N BOLTS (QR WELDED EQUIVALENT} TO SUPPORT LOADS SUPPORTED BY THE STRUCTURE SNA' ~RUCTURE SNALI. TAKE INTO ACCOUN7 pEFLECTIpN'~ AND ~ fi, PERIODIC VERI~ICATION Qf HIGH STRENGTH BQLTS, NUTS ANO WASHERS FpR INDICATED ON THE STRUCTURA~ DRAWINGS, NiiEN ~OADS ARE N07 SHOt~J, SELECT QTNER STRUCTURAL MOVEMENTS, )VEMENTS, CON~ORMANCE TO ASTM STANDARD5 SPEGIFIEQ IN THE APPROVED CONNECTION TO SUPRORT 60~ THE TOTAL UNIFQRM l.OAD CAPACITY PER AISC MANUAL OF CONSTRl1GTI4N DOCUMENTS AND MANUFACTURER~S CERTIFICATE OF STEEL CONSTRUCTIQN" F'OR EACH GIVEN BEAM AND 5PAN, B, FIRE PROTECTION FOR ALL S?RUCTI t ALL S?RUCTURAI. PARTS SHALL BE PROVIDEQ AND SHAI.I. MEET ~ Ct~MPLiANCE, AL~ COOE REQUIREMENTS ~'OR THE JTS ~'OR THE TYPE fl F CONSTRUCTION SPECIFIED BY THE ~ E, ALI. WELDERS SHALL HAVE EVIDENCE QF PASSING THE AMERICAN WELaING SOCIE7Y ARCHITECTURAL DRAWINGS, STRUCTI INGS, STRUCTURA(. STEEL MEMBERS SHALL BE C4NSIDEREp > NOTEQ OTHERwISE. 3, MASONRY Cl7NSTRUCTION STANOARD QUAL,l~ICATIQNS TESTS AS QU7LINED IN A4'~ -D1,1, UNRESTRAINEQ UN~ESS NOTEQ QTHEI 1~, o, THE MINIMUM 5PECIAL INSPEGTIQN PRQGRAM ~OR MASONRY 5HAI.L BE AS F, MINIMUM YVEL.DS TO BE PER AISC TABIE J2,4 BUT NOT LESS THAN 3/16° CONTINUQU5 11, GENERAL FOLLOWS; FILLET UNl.ESS NOTEO OTHERWISE, A, ENGINEER~S ACCEPTANCE MUST BE iCE MUST BE SECURED FOR AI.L STRUCTURAL SUB5TITUTIONS~ ~ L~ 1, FRpM THE BEGINNING QF MASONRY CONSTRUCTIObI, THE FOLLOWING G, STRUC7URAL STEEL SUPPLIER TO FURNISH LINTE~5 FQR ALL MASONRY OPENINGS PER SHAL~ BE VERIFIED TO ENSURE COMPI.IANCE, LOOSE LINTEL SCHEQULE 4R AS SMQV~J OTHERWISE ON STRUCTURAL qRAW1NGS, ONE B, VERIFY ALL OPENINGS THROUGH FL~ ; THROUGH FLO~RS, ROOf AND WAL,LS WITH MECHANICAL AND ~ ~ END OF THE LINTEE. SHALL BE fREE TO M4VE HQRIZON7ALLY Tp AL~OW F4R ELECTRIGA~ CON7RACTORS. VERIFi+ fORS. VERIFiCAT10N OF L(~CATIONS> SIZES, LINTELS AND JS ARE C~NT~ACTOR'5 CpMPLETE RESppNSIBILITY, ~ ~ ~ PROPORTkQNS t?f SITE -PREPARED MOR7AR AN~ GR4U?, ~LON~ATI4N ANG SHORTENING, REQUIRED CONNECTIQNS ARE C~NT~, (AER 10I~ ICALLY} b, PI.ACEMEN7 OF MA54NRY UNITS AND CON~TRUCTI4N qF H, PROVIDE ANCHOR BOLTS FOR BEAMS BEARING QN MASONRY UC~LESS OTHERWI~E C, PRIOR TO INSTALLAT"i4N OF MECHAI i4N OF MECHANICAL AND ELECTRICAI. EQllIPMENT OR OTHER ~ MOftTAR JOINTS, (PERIODI~ALLY~ NOTED, ITEMS TO BE ATTACHED Tt~ TNE STI :D Tt~ TNE STRUCTURE, ENGINEER`S APPROVAL OF CONNECTIONS ~ ~ ~ c, PI.ACEMENT OF REENFQRGEMENT, (PERIODICAI,LY) Ah1D SUPPORTS SHALL BE OBTAINED BE OBTAINED, UNLESS SPE~IFICAL~Y DETAiLED QN iTRUCTURAL DRAWINGS, RESPEGTIVE 5UBCONTRACTqR ~ LL~ ~ d, GROUT SPACE PRIOR TO GROUTIN~. (CONTENUOUSI.Y} I, PROVI~E TEMPt?RARY BRAGING ANp PRECAUTIdNS NECESSARY TO COMPL.Y WITH AI.L ARCH17EC7URAl. AN~ 5TRUCTURAL DI e, PI.ACEM~N7 OF GROUT, (CONTINUOUS~Y) STEEL ERECTION STANQARpS AND TO W17HSTAND ALL CONSTRUCTiON AND /OR I.ATERAL 5NALl. FURNISH ALL HANGERS, CONI iANGERS, CONNECT lONS, E7C REQU IRED FOR IN57A~LAT I{~N OF LdADS UNTIL Al.L FIELD CONNECTIOhlS ARE COMP~ETED ANQ PERMANENT ~ATERAL SYS7EMS H!S ITEM5, ~ ~ ~ 2, THE INSPECTION PROGRAM $HAIL VERIFY; AN~ DECKS ARE IN PLACE. Q, PR~VIDE ALL EMBEDDED lTEMS IN ' :D ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, ~ ~ a, SIZE AND I.QCA714N OF STRUCTURAL ELEMENTS. (PER14Q1CAI.LY~ NQN - SHRINK GROUT MECHANI~AI, ELECTRICA~ AND STR~ ICA~ AND STRUGTURAL QRAWINGS, MISCEL~ANEOUS EMBEDDED ~ b, TYPE, 51ZE AN~ LOCATION OF ANCNORS, INCLUDING OTH~R 17E~iS AND ANCNOR BOITS 5MALL B )lTS 5MALL BE FURNISHED BY STEEL. SUPPLIER AND INSTALLED ~ DE?A1L5 OF ANCHORAGE OF MASONRY 70 STRUCTURAL A, NON -5HRINK GROUT SMALI. BE PROVlDED: BY CONCRETE CONTRACTOR, 5TEEL ' ;TOR, 5TEEL SHALL FU(.FILL ASTM A36, MEMBERS, fRAMES OR 4THER CONSTRUCTION. (CONTINUOU5l.Y} 1, BETNIEEN COLUMN BASES AND CQNCRETE OR MASONRY SUPPORTS, c, SPECIFIED SIZE, GRADE ANd TYPE 4F REINFORCEMENT, 2, BE7N'EEN BEAM BEARING PLATES AND CONCRE?E OR MASONRY E, PROVIDE ASPHALTIC MASTIC - COAT ~ASTIC-COATING ON Al.L ST~E~ ANQ WT3Qp EXPOSED TO EARTM, ~PERI~OICAI.IY} SUPPQRTS, d, WELDING pF REINfORCE~iENT, (PERIODICALLY~ 3, GROtlT SHALL 8~ C(}MPl.ETE AN~ HAVE A MiNIMUM COMPRESSIVE STRENGTN F, SUBMIT $HOP AND ERECTION DRAWII :CTION DRAWINGS TC! ENGINEER FOR REVIEW Qf Al.l, STRUCTURAL ~ ;TURING (?R FABRICATION OF ANY ITEMS PR#QR 70 1M21TTEN REVIEW ~ e, PROTECTION OF MASONRY DURING COLD 4VEATHER OF 6p00 PSi PRIOR TO ADOING BUILDING L4ADS ABOVE, S7EE(., TME MANUFACTURING (?R F, TEMPERATURE BEl.4W 40 I}EGREES F) C?R H4T WEATHER 6F SMOP DRAWINGS WI~L 8E ENTIR I~L 8E ENTIRELY AT THE RISK {~F THE C4t~TRACTfJR, TEMPERATURE ABQVE 90 DEGREES F) {PE~IODICALLY), G. WATERPROOFING, VAPOR BARRIERS, )R BARRIERS, WATERSTQP, ETC., SHAL.L BE AS SHQVbN ON THE lNGS AND AS INQICATED IN THE SPECIFICATIQNS, 3, pREPARA71C1N 0~' ANY REQUIRED GROUT SPECIMENS, MORTAR ARCHITECTURAI. DRAWlNGS AND AS SPECIMENS AND OR PRI~MS SHAt,I~ BE UBSERVED, CONTINUpU~LY) / t H. ALL MASONRY AND S70NE VEhlEERS )NE VEhlEERS SHAI.L BE ATTACHED TO in~r~a ic~R a~Q ExrEa ioa 4, COiv~LiANCE WITH REQUIRED INSPECTION PRUVISIQNS OF THE WA~LS AS SPECIFIED IN SECTION IN SECTION 1405 OF THE INTERNATIONAL BUII.DING COC>E~ C4NSTRUCTION QOCUMENTS AND THE APPROVED SUBMITTALS SNAI.I. BE VERiFiED. (PERIODICALLY) I, AL(. DIM£NSIQNS ON STRUC7URAL DI iTRUC7URAL DRAWINGS 5HALL BE CHECKED AGAINST FIELD ANQ ~'~~~Q~` ~A~` ARCHITECTURAL dRAW1N~S. 1N~S. 3 , ~'4UNDAT I ON5 DE51GN REVI~W O1.It~~06 J, C~NTRACTOR SNALL VERfFY ALL AS :R f FY ALL ASSU~IEO EX I ST i NG COND I T I ONS , I F COND I T IQNS Q$~~~•~ ASSUMEQ , NOT 1 FY ENG INEER , PROGG~ES~ 08,~2.(~ A, 7HE A~LOWABI.E SOIL B~ARING PR~SSl1RE ASSUMED IN DESIGN IS 300p PSF, THE ARE pIFFERENT 7HAN ASSUMED, NO' CQNTRACTOR SHALL RETAIN A LICENSE(? 501LS ENGINEER TO INSPECT THE BUILDING PERM!"C 5ET 08.28.D6 FOUNDATION EXCAVATIQN, S~}ILS ENGIN£ER SMALL VERIFY IN IhRITING THE ACTUAL e~ovir~ ~r o~.o7r.~ StJI~S CAPACITY IS EQUAL 7Q bR GREATER THAN A5SUME{l, ~ cv ~r ~o.oe~o~ Al.L FOQTING BEARING ELEVATIONS SN41MJ ARE AS$UMED. EXACT BEARING EI.EVATlONS SMALI. BE VERIFIEp IN TNE FIEI.p WITH AGTUA(. CONDITIONS BY CONTRACTOR WITH APPROVAL OF 501I,S ~NGIN~ER ANp ALL 8QT74MS QF FOOTINGS SNAi.L BE A M IN IMUM 0~ 48" BEI.ON+ EXTER IOR GRADE , C. Ai.~ F0071NGS ARE 70 $E PLACED ON FIRM, UNDI5TURBEI7, NATURAL 501~ OR PR~?PERLY GOMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL SHAI.I. BE COMPACTEC~ Tp 95% {M IN IMUM} MpD I F I ED PR4~TOR DENS I TY PER AS7M ~ COPY&~N1` R498 i~ric Aker Aeehlteci~, INC o~. D1557 UNLESS OTHERWISE REGOMMENDED IN THE SOILS REPOR7, IF SflFT SPOT5 ARE ~ ENC~UNTERED REMOVE SU3L ANQ RECOMPACT WITH APPROVEQ FILL (RE: 501~ pRD,I. Np. 1011 ~ REP4RT FOR DESCRIPTION OF BEARING SOII.). ~ ~ 0 D, C~NTRACTt}R TQ PROVIDE, AT HIS EXPENSE, FIELD DENSITY TES1'5 ON COMPAC7ED 0 ~ FILL UN~ER FOOTING~ ANp lNTERIQR SLABS~-ON -GRADE, ~ ~ T E, NOTI~'Y SOILS ENGINEER VrHEN EXCAVATlt7N IS COMPLETED 5Q TNAT CONDITIONS MAY °t BE IN5PECTED PRIOR TO P~ACEMEN7 OF ANY FIL~ OR CONCRE7E. ~ a M F, FUR SOIL DRAINAGE REQUIREMENTS REFER T4 ~OILS REApRT AND CIVII. DRAWINGS, ~ ~ ~ l~~? r h C? ~ h Q i ~10,45 N ~ 0 ~ O d U ~ z i I i ~~°~,~G'1~,1~ 2 y~ i i ' ' ; i i NEW H55 3X3 ~ j ~;e; ~ ~;rC7 i y GOLUMN i~ STEEL Gc~LUMN i I i~ RE: i'LAN a -rr~~~r~c~ zxia i hIEW 4" SLAB-C7N i i . i ~ i GRAGy~ WITH 6X6 ' c"~a4'~, LEDGER WITH i i W2.IXW2.1 W,W,F. ~ ~ 3/4" cA X 6~~ EXPA.N5IC~N ANGHOF.' ~ i ~ i 31~~~XI~_4,~X1'XD" ~ NON5HC21hJK ~ ~ E3}~.SE PLATE 1~lITH AT 2'-C3"' i GRt7U1' i ~ (47-~/~4"4~ X 10" LC~C~i2 SHEA~7HINC i i ,4NGNDi2 BCJLT~ ' p x d , . Q., i Q ' ° < ' ` . l3~-~5 REBAI~ ~ , • , , ' a d "1 a? ' p < EAGN WA'( ~ ~ g~~x~ Q a ~-~='x x K^.-~^- x-°- x---^° x,~ x, z''° x' a Q a. d ~ c~s d , y a , a . 4' . d y. C~1 '.a . ' 4 . a ~ . . '4 a..4 a~' 0~0.~,~~'d~~'4 . , a, C~~.1 a . ? 9 ' . ' n ~^p^~ Vfi ~ µl~ d+y ~ e ' ~ ~ 4 ~ ' ~a m ~ (d ~ ~ 4 , a n . a d . 5!I ~ ~ ~II ~ I -ll ~ j~ ~ RE; PLAN x ~ c~a , q . .b II~~~~~ ~ m°Q~rn ~~.aa~ .~aisr i~_~~~ RE: i'L,4N ` a A ~ ~ #s Rr c~'~ eR~M w,a~' s , . . 'a ~ EXI5TIh1 G U WttiLL (3)-#5 . . 4 EAGH ~~,GE GLR a ~ ~ : tGUT D FG7R NEW r ,b a ~ SLA~B-O - RADE) 3I4° = i'-O~~ . ,a a ~ ' . < e a q #5 AT I' O" X ~ ~ ' . : Q . d, . 0 ~ ~J J a + Q . ~ < ° ~LC7OR 5H~ATMINC~ ° . ~ 2~_C.~~~ t $ a. . $ . ~ a. ^ , .y; a~ ,a A . ii. ~ 0 ( ~ ~1~ I • ~11 ~ "~7== ~ I _ r I ~ ~ i I:=~ 1 aIt ~'fMG~~ C/p ~ ~/L+~~ ~ ~ ~l ~ 2'-8" X I'-O'~ NEW 2X ~L~1GKiNC GC7NTIh~U01J5 FOOTW6 WJTH (4)-#5 GONTIIVUUt1~a Na 0 . AND #a ~4T I'-d~~ ~ Ex15r~ha~ (4)-,2X1D B~tM ry RE: PLAN ~ C'J' ,~4-,~ NEW ~3~-2X6 ~r 3J4" = ~'°C?" GCILUNIN WITH SfMP~N G6 ~ ~ ~ ( ~ ~ GULUMN 8,45~ ~ ~ 3/4"' = 1'-O" s/4"' = 1'-O~~ ~ ~ ~ ~ i ~ ° 3)-#5 REBAR ~ ~ ~d -0 d a .I i ~AGW WAY e ~ ' ° a ~ d ~ ' ° ~w..~i~.~....~.~. . ~..r~r.: ~ tt a . a P 4 9. 311b EXI5TING 57EEL, ~ ~I a~.lll~ [7EGK BEAM FZE~ PLAN i~ i i ~~~~I~1 V ~ i~i i i 3/4~~ _ i I i hJEW 3"' Q~ 5TC? STEEL ~ ~ GC7LUMN W(1"W i~ i I/2" X It~" X 5" STEEL 5'TC7NE ~'~t1/ER5 TC~P FLAT~ EX1571t~G TREATEt7 I I/4° SLEEF'ER9 i i tkr I~_4° 51L1. PLATE E3L.DGKIN6 3/4" FLOCJF2 ~HEA7HINCa ~ ~ ~ AT E3~,4FZING i~i ii ~ ~ ii i NEW i/2" X S"` 4~ ~ i ~ C3,~5E PL~;TE WITN ?i~ ~ I° NC?N-SNRINK ~i i (4)-318" d~ X 6" ~ ~ EP4XY AN~HC71~~ h C-~RUUT ii ~ V ii o r VE125,a-LAsM ~LUC~R, JU15T5 ~ ~ ~ - - - - ~ 4 RE; F'L,P~N ~ r- a r ~~i- a < . - ~ ~ y'~\, d . da . . ~ Y 1 ~ , 1 \ B A \J ~.l ~ 14"Q~ GONGREI'E ° ~ P(ER W1TH a ~ (4)-#4 V~RTIGAtL " ~ c~ z ,ANC~ #3 TIES ' ' EXISTrNC~ 6° GMU ~ ~ AT I~-4~~ FUUNDATION WA1.L ~ ` a C~~ f ~1~ ~ tV ~1 (4)-#4 X ~ m ~ ^~/A~, _ ~r~/~„ ~ ~ .d . ~ 4 ?1't ~ 1 ~V ~ r~~ ~ ~~y ~ 9 . ( Iili ~ M ~~i -ii ~ ~ _I - . A' a q~a ~ ~ .a. a ~ a. a. . a A 4 . a a , ~ . ~ 4 . . h: a A 4 d ' V a ~IIY~YS1~i ~I Q ~ . A~~ a. • ~ n. ti~ . . . • . v I. ~ a. , ' I~~~I+ ~r II~r- - I~~III~i ~ i C2Ea PLAN ?/~il M1 '1~/~1I C.~ I C~l~l ~ W 5/4" = 1'-O" I~b FOR: DATE: qE51FaN REVI~I^I O1.I D,Ob ~ROGRE:~ 68.14lJFi PR()GRE~ 08~22.06 eu~o~r~ ~w~~r ~~r oe.~~.a~ a~aa~r~ ~r c~,rn;o~ . + GO 5~T I~.~B.Ob a RE~I1510N U1,31,07 • FIREPLAGE REVISlON 02.12.U7 f ~ caav~~Rr zo~ lUrk Akcr AroWwets, ~NC r~~~ _ ~ C~. C ~ ~ i; ` , _ ~ ~ ~ a ~ ~ S3* " ; ~ ' I ''j . .'j ' , ~ 4 ' l! 1 ~ ' ~ i , ~ { ~ t ~ ' ~ ~ ~ ~ ' ~ I ' 1i ~ 51MP50N HU5 ~ , , ~ ~ ' 51MP50N HU5 FLCJOFZ SHEftTHING ; , ~ 'i ~ ! ! HA~NC~ERS ; , ~ ; , ~ , ; I t-~ i ~ , - , i I ~ i I ' ' ' r ~ ~ I ~ i 1 I ~ ~ a ~ _ ` 1 ' . I FLDOI? SHEATHING HAN6Ef2r-a ' ~ ~ i k (r/~ i' i I II ; i I ~ I; I i I f , ~ ~ ~ i I ~ I 1 ~ I I ~ ~ ~ ~ / ' ~ i ~ ~I I I ~ I ~ ~ ~ ~i i ~ y~ ~ ~ ~ I I, I I ~ 0 o e ~ ~ ~ ; / ~ ~ i ~ ;i ~ a a r ! i , i ~ i ~ ~ i ~ , ~ i a d ~ , ;x 0 b ~ ' , ~ , ; i ' 'i 1 I F -s, - . r - f' - ~ ~ ~ ~ 1 I I ~ I ~ ~ o e i i 6 i • • i 'i I ' L' , I 'i . ! I , ~ ' ra I i ~ ~ ~ ~ , ' ~ ~ ~ I f I ~ ~ ~ i I i ~ ~ ( f , I ; ~ULL PEW I , ~UL~ ~~N , , ~ I ; ~ i , I ~ ~ , i ~ i ,~rr~ r~~w 2xica ro ~r~~~. BEar~ '~A1» ~ , ; : ~ ~ , ~ ,f ; - , _ , ,~p~ r~ew ~x?a ro l _ . _ _ . ~ . _ . TO i i i 97EEL BEAh1 ~XISTINC? 2XID CEAGM J4157) 12E: PLP~N _ _._.__1 _ . _ . . . _ . . EXISTIhiC 2XI0 (E/'~GN J015T? E/'~GH J015T? WITH RlF'PEI~ 2X TOP FZ~; PLAN RE~ PLA~N i i 3/Ib" F'LAT~ WITH WITN F2IPPEI~ 2X TC7F' NAIL ~kNI7 C~rLUE I/2"N THF2U-B{7LT5 ,r' ' _ _ ________________________i___-------_____-----------------___------------------------------------------- i RE: PL,4N ' ~ ~ ; NAIL ANG> ~'iLllE i ~ PLftTE WITH A7 6" Y~tiTH 8d NAILS ' ,4T 2~_C1" (~TAGGEI2ED) i ~ _~_~---------_____v________..~--------- _ - - - - - ~ ,4T h" WI'~H Sd I~,41L5 ~ ~ , ~ Ha5 8X3.X31~ i i . ~~N~ i ~ i I/2°cD THIZU-BQLTS f~~ I t''~ i i AT 2 -O (STA~CEREC?) ~y i j j i NEW BTEEL GOLU N , i i ~ i i ~ j i i' t2E~ P~AN _ i'; _ WITH / " 9TEEL ; - ~ . _ _ _ ____.__.r___. _ i _ . i i 3/4" = I'-O" a> d- . c3~ ~ ; _ _ _ ' I I ~ a i ~ _ _ ~ __._____w. : , , ~ ~ ~ _ GOLUMN GAP , . , i tf ~iii,~ cO t~O~~t,p ( ' i i i ~ ~ ( i ' I i = i t I ~ i; I I f~? I 1 ~ N ~ ~ ~ ~ ~ ~ : ~ ( I j ~ I i i ~ ~ I ii i u ~ ~ ~ , ~ ~ ~ I I 1~2i~ ;I ~I/2 I ~ I I 1 ~ I I ~ j ~ ~ L~ mQ~~ ~ I ~ I ~ i ~ i I I E~ ~ I , ~ ~ { I ~u ~ I ~ j ! E ; ~ 1 ~ ~ ~ ~ 1 i~ ~ I i ~ ci ' ~ ~ " ~ ~I I r j I~ ~ ~ I~ ii 1 ~~,~j ~ ~ ~ ~ ~ ~ I '~t ~ ~ d ~ ~ ~ ~ ' i i i 1 ~ I ~ i ~ I ( i I I i' ~/4° ! ~ ~ ' ~ I ' j 'i I ~ I I I~ ( E j I I I' ~ ~ i ~ ~ ~ I I: 3/4" = ~~-CJ° NOTE~ AT "~aIM" ADD NEW 25{IO TC5 ~XISTIMC~ f ~ i i ( i ~ ~ ~ ~ I I i ~ i ~ I I ~ E k i i i ~ ~ ~ (EAGH J0157) NAIL ANC> t:~LUE ! ~ i i i ~ ~ i~ill ~ AT 6" WITH 8d h~~ILS 1 ~ i ~ ~ ; ~ ' ~ ~ ~ I i I I 1 I ~ ~ ~ I I~ ~ , I I i I , ~ I , i ; I ~ i ~ F ~ II i i ~ I I k r ( i i ~ i i i ~ ~ ' i ( Q I I i i I i ~ i ~ 1 I i ~ ~ ~ ~ N~W (4)°2X4 ~ ~ I ~ I F ~ ~ ~ I III I I I i ' ~ ~ ; ~ G ~ I i I ~ ~ Gt7LUMN IN WALL n' i j ~ Y I I i 1, ~ ~ I; ~ I I i ~ I i~ i I i i I i ~ ~ I 1 i ~ ! ~ ~ ~ ~ I I j ~ I ~I ( ~ ~i ~ ~ ~ ~ ~ ~ F~f7C1i2 SNEA1'HIt~G ~ ~ ~ s i ~ I ~ ! ~ I , i I ~ I I ; 1~ ; , ~ i ~ ~ I1I ~ ~ 5 i ~ ~ I I{, i i ~ ( l~. I I ~ ~ ~ ~ ~ ~ ' ~ i m i ~ ~ ~ I f I j~ I i I I I I ~ I 1~) ~ ~ ~ ~ 7 ~ ~i; ~li ~ i ~ X i j ~ ~ ~ I ! I ~ ~ ~ ~ i ~ I 1111~ i ; ~ I I I~ ~ i~fl~i ~ ~ ~ ~ I ~ ~ ~ i i ~ ' ~ ~ i ll ~ ~ i ~ ~ i ~ ~ i; l I; ? I ~ i I I'~ ~ I ~ i I I i ~ ~ i~ I I~I ~ , I I I ~ ~ I I ! I I',~ I 1~ ,i ,li,~ i ~ ~ I I 1 ~ ~ I ~ ~ ~liil i 1 1 f i ~ ~ i~ I t I ~ ~ ~ E ' ( ~ I I ~ i I ~ ~ ~ i ~ I I, i i ( I I ~ ~ ( I i I 1 j i I I i ~ ~ ~ I I 3/4° = ~~-C,° EXISTINC~ 2XI0 NEW VERSA-LAM E3Er~M ~ ~ ~ ~ ~ ~ ( ~ ~ ~ ~ I I I ! i k ~ ( I ~ ~ I I I 1~ RE~ PLA~N RE: PL,4N WITH Il~"N 7HRU-B~L"f i i ~ ~ ! f I i I . ~ ~ h~ ( ~ li I-, ~ . ~ I i ( 1 ~ 1 ~ ~ ~ ~ i I i ~ I I, ~ I I ( I I ; I PcT I`-Q" I~1 GENTER, taF ; ~ ~ _ _ _ ~ i + I I . _ ~ i ~ i E ~ i ~ ~ ' ` , _ --___.1_. _ ___i__._---- 1_ta~ s+ w i I i ~ ~ ~ i I~~ I ~ ~ 4~ ~ I ~ i ~ c~E~rH ~ia~° = r-a„ ~ ' ~ ' ~ ~ ~ ~ ~ i I ~ i ; ~ ~ I rc~p o~ F~aor~ Z i i~ Z i ~ ' ~ i I i r~ ~ SH~ATHINC~ . ~ ` ~ ; i i `j' ; ~ i~~j 3116 ~ ~ ~ I t ~ I ¢ ~ ~ ~ f I I i i~ ' ( ~~l" FLC3C7f2 9W~ATHINC~ • ~ 3/S"~97I.F~~NER ~ ~ ~ ~ I i ~ ~~GH 51;I?E BE~OW j ~ ~ ~ ~ 3/~" STIFPEHER ~ ru~d ~~r~ey. w~~.~~ ~ ~ j ~ ea~cH ~it~~ , ~ i I ; ' ~ f ~ i i j ~ I, I fp'~~y 3~8" 5Tl'FPENE~ ~ i ~ ( 3/16 I ; ~ ~ ~ _ ~ _ _ Ef~Gi~ 5I[7E1 ~ , r..._.,_ .,--__L_, _.m____..___-____.._.~__T._~_______._~._. ___._v~ - ~ , i ; ~ I-~ . f i ( i( ~ i V" 4 d t{ ~ ~i i E ~ I i i ~ € i ~7 I ! i ~ j i ~ ~ ~ EXI57INC~ 2XIQ i ~ ' { j 3 ~ ~ I I s ! I ; ~ , I , i ! EXISTING FLOC7f2 JOIS7 ~ i ' i ~ ' i ~ i ~i ~ , ; ~r~e~ ~~a,r~ i , ~ ~ VERIPY IN ELD I RE: PL,4N ~ i r ~ F2E: PLftN 3/16" ~ ~ I ~ ~ , ~ . I i I I ~ I ' I j ~,,.,o° I I\./ I~ c.?' WITN NEW 51MP5ON i i REPLAGE ~X15TINC LB HANGERS i i i STEEL BEPxM; FL.USH ~ i FR,~ME WITH EXI~"fING ~ E ~ 1 i ~ ~ , I ~ I I i N~W H55 57EEL ~ i J015T5. , ( { i ' ? I i ; I ~ ' ~ ~ GC7LUMN WITH 3/F3" i i STEEL GC~LUMN GAP ~ ~ ~Np NEW 2X rcaP i I PLP.TE Y~IITH ~XlST(N6 i i STEEL BE/~.M ~ I/2"N 7Hi~U-B~?LT5 AT q ~ ~ STEEL ~RAME RE: PL.P,N `I i ~ ~ i 2'-C7"' (5TAC3GERED) ~ a STEEL I I i~ ~LL t' ~ ~ GOLUMN ~ i ~ N~ W W I C 7 X I~ : i S T~ E L N E k~ t W I C,? X I G N ~ i S T E E L B E A M ~ STEEL, B~AM ~ RE. ~'LAN i I RE: PLAN GG'LUMN ~ ~ , i~ 3 Ii 6'' V i, R E: P L, 4 N 3~' 4" - I RE: PLP~N ~ 3II6' i i 3~'4" = I'-O" ~ ~ ~ ~ ~ ~ I ~ ~ : ~ i i~i ~ ~1~~~ _ r a ~y I I ; i 3/Ib~~ G12X30 ED~E BEAM ~ ~ ~ , wI7N (2I-2X WEB PA~iC; :AMrj.+~ 2X DE~KIN.~`.~ V ~~vhA ~ ~ , ftTTA~GH WITH V2"Q~ - - - - _ - - - - _ - - - - - i"Hi~EAt?Et7 f?QC?9 AT I'-t?"; - ° - W E TC? GHP~I~N~L ~ ~T i~-o~~, l2)-2x~o p~c~ ..~i~rs ~ ~ ~JN~L RE: PLAN WITH N NEW WIOXI~i ELD D 3116" 5lMP5C)N U HftN.C",-r~i2S ~XISTIN~ BF21GK (V i ~ GHIMNEY ~ ~ 3/I6° I I/2° b" 6" ° N~W WIDXI9 N~W 2XIC~ G>EGK ~ STEEL B~AM ' 4" X~"' X I/4~~ 3/16 STEEL E3ftSE I 3/4" N~W ~LC7DFZ .lt'~15T RE~ PL/'~N ,1 R~: PLAN PL,4TE WITH ~ 3/4° ~ ~~+~a~rr+ir~G N~w ~x ~ ~ ~ (41-I/2"m 3" ~ 4~~ x ~~_3~~ X l/~" HRU-~3t'ILTS I 112"' _ ~~~~iN~ ~ ~ N~W STEEL FLU+~R ~ --I ~ ST~~L BA~SE e~~r~ wir~ i ~ G1' I CJN X- X ~t-AT~ wiT~a N~w w~oxr~ ~ 4 -i "4~ RE: PI.AN ~ 2X TC7P PL,4TE ~ WITH il2°4~ ~LT ~ ~ ~ ~ta~^ - i ~_o~~ ~ ~ _ ' THRU BC?L75 .~''~~CT ( UN ° ~ 314" - ~ ~_O° AT 2'-O" sx /,t ~J'7n ^ '~~0~~ ~ ~ I/4" ~ ~ ? 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