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B08-0203 Plans
■ഀ TABഀ Associatesഀ Past Otflce Box 7431 Avon, CO 816207931ഀ {S70) 748.1470ഀ fa7c {970j 748.1471ഀ ems: tab~vafl.net www.tsbsssodates.camഀ Strudunil Frr.ഀ N9M~dtkഀ (890) 75E'r8184ഀ Helbin Resi g "ഀ Additionഀ 4946 Juniper L Lot 7, Block 5, Bighorn Town of Vail, Co Permitഀ 06/11/08ഀ project No:ഀ 0659ഀ k Sheet No:ഀ { Aomoഀ ♦ fഀ ~7 I ~7 1 IVY! I ~~7 i./1'~~It~t~ഀ ~~St~ 1~IQB ~1~8IQB f~T",ERA1. Naga:ഀ I. Do not scale Drawtnga.ഀ 3i&~~ഀ ~ SEE EXTERIOR ELEVATIONS FOR 2, Dimenatans era to face of b otharwtse noted.ഀ • ~a~ 1"'1'YP. EXTERIOR PiNISW 5Y5TEM. ~ z • : 6 MIL. VAPOR BARRIER TAPE JIഀ AND SEAL AT FLOOR, CEILING, 3, Coordinate al! mechanical a~ഀ . .a. • • ' d . OPENINGS AND ~awTS. 4. Provide all necesba bloc ` " 2X4 PT PERPENDiCt1LAR TO SiDINGഀ - ~ 16 "o.c. TO 6" ADCs SWOT To GONG. 5EE EXTERIOR ELEVATIONS FOR limned to, toilet and ath e~ ..d ~ഀ • WALL WI 1NSUL. BD, B't0.N. EXTERIOR FINiSW SYSTEM. treatments, mantels, closet re .oഀ " .d • ; d, a QJ,,,t~ ~ z r 5. All steal located below antഀ ' ~ EXT. PINISW 5Y5TEM Ciy AIR>riOISTURE ' < • ~ ~ (NPILTRATION BARRIER ON ~ ~ ~ ~ ~,~rഀ ' y,, • - 'Ui6" EXL 058.ON 2X6 v_g, rv~ഀ • n ~ WD. 5TUD5 16" O.C. W/ R-19 GATT ' , • ; ~ ~ ~ INSULATION IN STUD CAv1TY I. T teal foundation walla to I . ~ഀ d ° ,dഀ . ' ~ ` t tea I framed extarior wall ' • : ' d _ FLOOR STRUCTUREഀ " ~ a • . ~9 I TYF'. RE: STRUCTURAL DU1G5. 9. ( tc • ' ' ' ~ FINISHED GRADE Typica ( intarior parttt oneഀ • : ' • ' ' 2 T 10 ARTITiQN • TYPE Tl''PIC'41' ~X ~R R P Intartor arttttons to raceivഀ ' ° 4ഀ • • • 4 . • ~ $IM TO TYPE 2, EXCEPT SUBSTITUTE '1116° GMMU FOR 5. install a 6 mil vapor barrierഀ . ~ 5/8 GYP6trrt BOARD AT WE'C Ai~A813EWiND TILE bafara drywall. Baal vapor a. • . ad 'ഀ . SIM TO TYPE 2, EXCEPT SUBSTITUTE 2x8 WD, STUDS above or to tailing vapor 4', • . COIL COATED 22 GA GALV 5WT T~PI= 2E FOR 2x6 WD, STUDS envelope.ഀ ° METAL BASE PLASWING COLORഀ . TO MATCW ADJ EXt FiN15W SYSTEM 4:ഀ ' Q •d:ഀ 4 t,~" RIGID EXT. PoLYST, MSULATtoN FLOOR aYa • . ° TO 48" BELUW GRADE. iഀ • d• ° ~ d • ~ ~ s B.O, STi~t,lCTURE ~ BA. STRUCTURE fLR-) Concrete Slabb: Fiber reinfc °ഀ • HEAD 3 „ Wall Typo 1) on 3-mil fminJ tx 4~-.ഀ a < ~e GWB, BOTW SIDES ~a , BOTH SIDES on grads, re: atructurel draw CONCRETE POIMDATION WALL ~ . , , AND FOOTING. RE: STRUCTURAL. • ° dഀ fLR-2 Extattn slab an rode. • 2X6 U~. STUDS s I6" O.C. 2X4 WD. 5TUD5 ~ I6" O.C. g gഀ 4• ' '°6 •d DRAINAGE MAT ON OUT5IDE nഀ • ° ' ' • OF FOAM. "WYDRODUCT'" 0R PLAN ~ ~ 5 I/2" 50UND ATTENUATION PLAN . ~ 31/2 Sot~iD ATTENUATION FLR-3 Existing woad framed floor, . • d .0. TT IN ATiON GATT INSUL. WHERE N07ED ° APPROVED EQUAL PROM B BA SUL i +ഀ P : d: ° ; •a . . POUTING TO Pfx LOUR TYPE „ , ~7 Jഀ FLR-1 . a . ~i "PERIMETER EXPAN. JT. a~a~QJ•ഀ . c • • ~ B~ g BAa~ FLOOR 5TRUCTUI~ FLOOR TRUCTURE ' ° ° ` ° d DRAINAGE MAT ON BITUTWENE T iCa1 Roof tam: 30 a sഀ ° R-1 yp' ~ 300D MEMBRANE WATERPROOFING ~ • ; d • _ 'a „ • ' On "Grata Ice and Water sഀ ' ° FROM B.O. FOOTING TO ~ AFG n a db . lra: structural), with 8 spratഀ ~a 3/4" LiQUID MEMBRANE ~ Jaibt cavaties, o Oo Op 40 40 0° Oo ° ~ vv vu vv vv OO ° rഀ ~o „ oCN' ~ 0 ?xabatitut0 IU.R. Grace Ultra , . ~ ° d , . oa .ഀ • a' ' • : , ~ ~ d r oC~ PERIME R- R-2 Existi as it sht le roo 1 vz" INSUL.aN .4' a., . • • ° ` ~ _ TYPE 4 TYPIG>41. INTIrRIQR PARTITION n9 ngഀ `,g /y,~~~p ~ , ° 0 Q DRAT TYPI= 5 iNT~RiOR PARTITION ~`I.~OR GVi911r ,dC .d i~4 d Q,' ~ orL/ O I I° OPTION: A:5 . ° d° na. • ~Q Nഀ TUFF STUFF • , o SIM T01Y PE 5, EXCEPT 81~8TlTtttE '1116 GM~ti N Mഀ d . ' • ' 0 " G , BRO. AT WET AREAfr WITW 5.112" SOUND SIM TO TYPE 4, EXGEI°T SUBSTITUTE 1116 GMMU FOR 518 GYP. INSULATIUN Wf ad . ° e•' a ~ ' TYPE 5G YP TYPE BOARD AT ltE1' AREAS REWIND TILE, WITH 3112" SOUND ATTENUATION 13,4 TAPED SEAMS ~ a • ° ~ . d ° d oO - ATTENUATION BAIT MSULATiON IN CAVITIES . f L..,ഀ BA$E • ° a ~ - 0 5 EXCEPT SUBSTI'tU'TE 5/8" TYPE "X" SIM T TYPE ,ഀ GRAVEL GYP. BRD, BOTW SiDEB OF WALL. FROM FLOOR BACKFILL - Tl'P~ 5R ~ i All tailings to bs S/Su gwb,ഀ _ TO R00F SHTG OR TOP OF C~HIhMEY TO t'FbOV DE ~ഀ - I 1 l - i i I ° I I I - IWR SEPERATION FRAM GARAGE OR C,E1ThNEY TO tMtAM RESIDENCE UL U305 2 t3ehind all caramic tile, mark TYPI: 1 ~lCR1=T1: Fr~UNI7ATiQN W,4J_~.ഀ 3, Dravida Sithuthena weterprഀ tailing. 31ope steam roam ~ഀ Install a 6 mil. min. vapor baiഀ banter at extarior walls toഀ 5, All gypsum board ceilings t 1ഀ at undarframed erase.ഀ r jഀ Jഀ •rഀ ,~„l,~"IBINCs N~.~~~~ ELECTRICAL NO °a'~ (cont~: ~Sഀ r ai 1 later on concrete to ba assure treated. All extartar sill later to be Drain lima rumtn to wallb ad scent to lint s ace era to 6a in coat iron , tranattion to PYC Baker outlets - all to ba home rune 114 a. Twisted copper two conductor All intarta i p pr p g 1 J p ~ gഀ separated from concrete with Dow -sift seal, Any gape greater then f/4 to be shimmed w! metal below the lowest level floor, wire far each c7annel) to apaaker 'main outlet located par Developar.ഀ ahlms # to be foamed w! expanding urethane, Afl studs to be • lb" o.c. max., unless Hated atherwtsa, PI od sub-floor sheathing to ba 3I4" t # g # to be glued # nailed with ringahank idot watar should be an an insulated hat water recirculetton Tina and pump. Y'hona Imes to ba 4 pair to each outlet.ഀ ~ s # tats, All atata t rafter ends re to ba fuli nails. Nati p~rtmetar 6 o.c, Reid 8 aa, Ja J " y sഀ blacked, unleea supported by hen are. Extertar plywood welt sheathing to be 112. Nail w110d Plumbing fixtures and fttttnga to be chosen by interior Designer or Davalaper, Even if not Dravida ceilinglwall mounted bpeaker wiring at locations in rooms aഀ min. Nail parimetar * 6° o.c. # fiat a 12" o,c- Provide blodctng • elf edges between etude. apeciftad, elf accessary fttti s on a plumbing fixture era to be the same finish as the main: daeignated by the pavalopar at the pre-constructtan meeting. fitting ar adJacant fitting itaa f, I.lw.: tatlet trip lavara, supply valves, lines and escutc~eone eraഀ Intarlar door rough tngs to ba 6" from face of framing at adjacent wall, typical unlebb to match adjacent oink faucets. Meter box - metar box # disconnect chaff have lockable cover.ഀ Hated otherwise an p ans. Matar, panel # disconnect -any madifitation to the canftguratton of these asഀ ~ ~ 0 EL C r aired b coda is the Electricai Contractor's raspansiblltty in debign # ifrഀ I roo !attic aceb to receive a -tn foam insulation t2 et: min.! to a th to oduce - II to ba maurrtad vertical! 048" ~ off unless atharwisa decided ° Architect or ~ y Al f ap spr yed p dap pr 3wttciea a y by installation coat, R-50 minimum supar insulated roof. depth ter produce R-50 minimum super insulated roof, Deve►apar * rough-in.ഀ Provide no insulation on warm side of plumbing. - u Wlre # breaker size - alactrical contractor to verify exact wire # breakarഀ All walla to receive sprayed-in foam insulation l2 pcf, mina to a depth to produce R 21 minimum Receptacles _ elf to be mounted a 10 off, unless otherwtae noted or otharwtse decided by sizes far equipment # iightirx~ before running necessary wire and insulation. Architect • rough-1n, Framar to pravfde blacking after electrical layout by el~trician. Above par current codas and reguiatiorre.ഀ 3pra -tn foam insulation to be Installed by Slug foam insulation - Jtm Senaon l9'f0) 949-1155 ar star raceptacfaa to ba mounted horizontally. 1ഀ lS`10 3'i6-32101. AD attars, downbpouts and leadars to receive heat taps for entire length,ഀ a tde of is anurata board behind recessed It fixtures ar detail IIlAS.;`, r elan -all era to ba in wetar oaf baxea w! covers # to ba on .ft, circuits, g Pr v p y acy ght p Extertar ecepta pr gഀ ~7ALL ~Q-I~a: Recasaad Itght fixture: Rafar to detail on wAS.I Genarallg, slectrltal dsvicea and cover plates tnstallad in woad ar atone are to ba dark brown,ഀ Drywall to be shimmed as required, but Elactrtctan is rasponbible for reviewing eurfaca colors with Architect, Intartor Deli nar and ~N It~.C~- N'i~~a, Ownar/Developar far review of desired colas prior to eubstttutlon ar installation, Out eta andഀ Drywall to ba screwed, Nails era to ba used only to poattion boards, Hat to aecura them. awitdaea to ba "Dacora" in type. Mechanical ayatem to be destgnbutid Room by room heat lase calculationsഀ to ba submitted to Daveiopar with daatgn far review and approval.ഀ Drywall texture to be chosen by Developar. 3amplaa are to ba troweled ar sprayed and Trtm rtnga and baffles for recessed light fixtures mounted in wood csiitngs are to be black Trim acceptance is to be determined by the Developer, rings and baffles for recessed Itght fixtures mounted in tailings that are patr~tad other than Shop drawings should ba provided for Architect and interior Designerഀ whits or bat a era to be painted to match the surrounding tailing. Trim rings and baffles for review for location of all eofftt, ragtstar and tharmaetat locattone.ഀ Na ,jatntb, taps seams, straw heads ar patces should be visible upon camplatton, receaaed It fixtures mounted to ceiltnga that era pained whits or beige era to bs whoa. Thermostats era to be digital with 24-'i aetbadc capabiltttea. 1ഀ All corners # transitions to have rounded corner trim # moulding, respectively # era to be in a 5aquenca - varify aequance of light switches w! Architect or Davalopar,ഀ straight line,ഀ ~~~Nt~ N~'I'Eg. Coordination - alactriral eontractar to coordinate hie work w/ the Architect ar Developer r installation of lights, receptacles # awitchaa for exact locations.ഀ Aft paint to ba highest quality acrylic latex, 2 caatb aver 1 coat latex primer. extariar # interior boxes shall be installed, then inspected by Ars~ttect or Davslopar.ഀ On stained woad ar raw wood, l coat polyurethane ~andingJaaalar, 2 coats Polyurethane ftntah, va ar. barrier ations -all to be carefully executed # cauNcad. dഀ p pഀ Patr~ # stain color # finish luster to be selected by the Davalopar unless indicated to these Fana ! eaant. # future) -all to have 4" retnfarced fan ",j"' boxes. documents, ~ •.fഀ -r , Cabinets - siectrical contractor to hook up ail elerctrical located to cabinets ea indicated onഀ the drawings,ഀ Supply lines should be sized proparly and run Independently ab required to prevent temparature c~ange at the shower when any ether plumbing fixture is aparated Television antenna outlets -all to ba homy rune 1'15 ohm coax cable) to television antenna "main"ഀ a located wham will autlat located per Davalopar, Supply fines tf floor or wall fad, drain traps and outlets should not b they tntarfara with call-out shelves to oink base cabinata.ഀ PTIs FOM W O TYP TYPICAL i l I { , EARTH _ Iഀ T IS THE ' MAIN FLOOR FINISH FLOOR LEVEL AT TIME SIR BEDROOM (SOUTH) UNIT. DATUM REFERENCE FOR THIS PROJECTഀ ,4N. TOP OF MAIN LEVEL (45R) EL. I~ -0n ON ALL OTHER DRAWINGS EGt~1,4L5 8546o ON SITE PLഀ COPYRIGHTഀ are inetrumente of the Architect's service for use eolely with respect to this Project and; unless otherwise provided in writing, the Architect shall be gs, eeclffcattons and other documents prepared by the Architect (TAB Associates, Inc.) for this Project 'the drawinഀ deemed the sole and exclusive author of these documents and shall retain, without limitation, all common law, statutory and other reserved rights, including the copyright hereofti No person, whether having come rightly into possession hereof or otherwise, shall employ theseഀ documents on an other project, nor for additlons to this Projoct nor for the completion of this Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind satisfactory to theഀ Architect- rights in the material which is issued in confidence for design and / or construction purposes of this Project as noted. These materials may not be copied, modified, nor employed in any way without the specific The Architect expressly claims all proprietary prior written consent and permission of the Architect. TAB Associates, Inc. All rights reserved If this project is photographed for any reason (sales, developer and contractor broclwoa included), the photographer is to provide TAB Associates, inc. with AR images for Yഀ use by TAB Associates, Inc, for Its webslte (www.tabasaoctatesoom) only: If TAB ` eociates, Inc, desires to use ang Image In an advertislng publication (magazine or magazine supplement), TAB Associates, Inc. wt I pay the photographer a reasonable fee for such use.ഀ F@UN6 PIN & @APഀ ELEVATION = 8544.8'ഀ (BASIS OF ELEVAl10NS}ഀ LOT 14 GUY N~REഀ 4~ bsAGNETIC ~h'ഀ xഀ 8544.5ഀ 8545.1ഀ GRAPHIC SCALEഀ 544.9ഀ O ~ ,a ?a ~ 8545ഀ 1 ~ s 8544.8 Op} t-ഀ ~ഀ (err ~E>;r }ഀ 1 inch = 10 ft. 8545.4 ~ f ~ഀ w ~ AS 8544.6 4ഀ its ° ~xi ~ HOT . ~ഀ B ~rഀ 8544.g" 9 ~ഀ ti' ~ ~ ~ ~ഀ ~ ~ . 8545.3ഀ ~ P ,Q, a \ .4r ~ \ / t'~ഀ k ~ / ' ~ M~ഀ ~ 8544,8 ~ ry ~ tf~ഀ 9 \~,~~1 8545.3 lS~ ~ - _ - ~ഀ oR 2~~• ~ഀ LOT 13ഀ ~ 8543.7,,ഀ x ~~Xi 8544.8 / ~brഀ , PARCEL Bഀ OA5 ACRESഀ / ~ഀ 0 V ry' 4ഀ t,7k kit rya' ~~7}}yyഀ i,~" .r . lr_ഀ 8543.2 '~8ഀ x X30•ഀ / ~ \ഀ ~ ~ x~ഀ d ~ 1 PARCEL A x,ഀ CONCRETE ~ PAT10 0.07 ACRES !dഀ . ~ ~ ,ILrഀ ~ 6'ഀ ' PARCEL C ~ഀ 0,528 ACRES Jb~ ~ t~'ഀ ~ dഀ _ryഀ ryഀ 2~ ~ ~ ~ .ഀ LOT 11 ,,aഀ .ഀ ~ ~ഀ ~ 1 \ iഀ \ ~ ~ •tഀ ~ \ഀ ® .ഀ ~ ~ / Jh R/ഀ s'* ~f /ഀ }ഀ Qdഀ h'ഀ _ഀ r C,~~~ sഀ ~~Eഀ 3s• ~ഀ ~Cr ~Fഀ q SAM ,23 F,yrഀ .e~,ഀ i _ഀ Eഀ ഀ LOT 8ഀ i, rഀ (S MANHOLE SEWER} PH PEDESTAL PHONE SURVEYOR'S CERTIFICATE { ❑ ( }ഀ ~ UTiUTY POLE ~ PEDESTAL (GATV} I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATEഀ TREE (DECIDUOUS} TREE (EVERGREEN} OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MYഀ SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.ഀ - PARCEL LINEഀ BUILDING GANTELEVER - - -ഀ WOOD WALK - - - - ~ rt._srഀ r - - - - - - DRIVEWAYfEDGE OF ASPHALTഀ CF- WOOD FENCE SAMUEL H. ECKERഀ PROPERTY LINE xഀ PROPERTY LINE (ADJOINING) COLORADO P.L.S. No. 30091 WATER (EDGE) FOR AND ON BEHALF OFഀ FLOWLINE OF DITCH GORE RANGE SURVEYING LLC g Zdpഀ DECK ~ gഀ FHഀ rTvlഀ ■ ~rഀ Jeld-Wen Gall-out & Locationഀ Type of 4~nit Collection 8ഀ P. E. Label Roomഀ "1 Existing Dining Slider ~l~m} ;t4'~ഀ 2 blaster toilet Casement CCC3iഀ 3 Master Bed Csrrt~Aw n CCC30481(ഀ Master Bed Csrr~Aw n CCC~0481~ഀ Master Bed Csr~lAw n CCC366a6-21~ഀ 6 Master Bed CsrrtlAw n Gt~C~64$ltഀ ? Master Bed CsrrtlAw nഀ ~ Master Bed CsrnlC~w n CCC36481~ഀ 9 Master Bed CsrrtlAw n CCC3666-/~ഀ 1~ Master Bed Door (Dlbl) CCA4~~~ഀ 11 Nat Used -_.•t.ഀ iഀ Livin Door CISWT~ gഀ 13 Luring sash F~ectarഀ 14 Limn Easement CCC3~ 9 iഀ 15 Existing M bed Casement CCC3~ഀ ` t Existin M bed Door CISUVI' 16 gഀ f~idഀ Jell-Wen PIZ81i111UM CallectiQn Spec"rfleatloneഀ . ~ - ro r m Choiഀ Exter~ar P g a ce _..v Ior: Chestnut Bronzeഀ Clad Coഀ Paint Finish Specifications: ~AAb1A X605ഀ Paint Finish T e: 70°l K nor 500 Yp Yഀ Simulated Divided Lite: 7/8" Bead FYofileഀ Gfazin T e: Cardinal Low E 366 duai 9 Yp ~ ~ഀ U-1~alue requErement., 0.~9 mrnmum may vary based cഀ SHGC requ~rement..0.~7 may vary ba ad on produഀ rJ~ഀ STG Rahn : TBa 9~ഀ L~ C.~rtificatian:ഀ .Interiorഀ ~~~~w.~...u.~u..~.~..~..~.~_a._.w.TM~~~~~a~~.~~w._~ഀ USJaod S ecies: ~ Erne pഀ _ _ d E~ erv tive: ~ Woo es a ura astഀ Wndow Hardware Finish: TBDഀ 1ഀ Window Lack T e: Unsian Yp . ~ . ~k T xim t stiഀ Caser~nt gran ype Fold ng Ne ng tഀ ~ C.~or Hantlieset Finish: 3 TBDഀ ,__.~.m.~~.r...~.~_.~ ~_.~~._.~_~.~.._.._.m__m.~...._~-__.__n.___ഀ Cbor Strikes and I-tn es: { TBD g „_..,_._.~..~,n._~ _..ry _~n~..~._.__._a__..~ഀ Screen Stca f~ofile:;Traditional pഀ _ _ _ r.~ഀ t~intact Information JH.,[3-V!,~! [7istributian Bratl V~Iriഀ i 1ഀ ഀ /1ഀ iഀ y~„ a~~.ഀ A=ഀ Iഀ Projw W.ഀ 0659ഀ Sheet NO,ഀ AOm2ഀ ■ഀ F~ao~ECt LocatloN: LOT 1, BLOgC 5, BIC~NOI~N F#FtH aDDIt10N, TC~IN OF YA1Lഀ 4946 Jlk11PER LANE, PAIL, GOLORaDOഀ LOt SIXE:.648 aGREB !28,221 SF)ഀ XONE D#3TRIGT: fi'S f Ti110-FAMILY F'RIMa1~Y13ECONpaRY ta"'E°vlC7ENTIaLഀ ,~~.~ou~~~~.~ ~au~~~ ~oo~t,~~~ഀ 1PipfdfA SF X gib 10~d00 SF x .ab = 4;600 sF 5JD00 SF X .38 5,000 SF X .38 • 1,900 SFഀ 13,22'1 SF X .13 13,221 SF X .13 • 1,'120 SF ~ഀ i tataL aLLOWA~LE sF = 8,220 5Fഀ sEGOrlaaRr ~#r Max#MUM sF . s,22m sF x 40~ = 3,zs8 SF t, F'R#MaRY UNIT MaX#Ml~'I 3F = 8,220 SF X 40~ ■ 4,932 SF rഀ ~X15~'11~C~ 5G~t~~4~~ ~0©1'~~ഀ uNlt a - MaIN LEVEL • 1,300 8F UD11U11 T a _ LII~FER LEVEL ■ 915 $Fഀ 3U6tOTAL 2,215 SFഀ UNIT B -MAIN LEVEL = 1,318 SF UNit B - U#aFER LEVEL =965 3Fഀ ~toraL 2,283 sFഀ uNlr a - c~a1~E •300 SF (ExcLUUEq)ഀ UNIT B - GaRaCsE = 300 SF fEXGLtmED) 3U6TOtaL 600 8F IEXCLUDEt7)ഀ TQ`C,4~ ~X(5~'(NC~ 4,58 5~ഀ Pfi~O~'oS~I~ SQI~A ~0o1',~C~~ഀ UNIt a EXIStINCs = 2,215 SFഀ UNir ~ Ex#stlN~ • 2,283 sFഀ ~~r ~ ~.ea~z ~>rz~o~ = 522 sFഀ UNIt ~ tOta#. EX#STIt~IZ aNp PIZ0POSED = 2,805 3Fഀ ~'0~'~4L EX(5T(NC~ ANp PR0P05Ep 5,ra8>~ 5fiഀ _ 1 1 iഀ 1ഀ Iഀ iഀ iഀ iഀ 1ഀ IAL 0659ഀ UPPER LEVEL SF CALCULATION PLAN Sh" NO.'ഀ IV ALE 1/4 . m FSFCwlഀ Aows = 16o.oa'ഀ DELTA = 15'40'15"ഀ ARG = 43.76' ~ .ഀ TANGENT = 2.a2'ഀ t FOUND ~:i REBA i CMORD = 3. 'ഀ t BRG = 6'24'S3'E .ഀ nഀ t t / ~ /JJ 1ഀ 1 `ഀ i f !t / ! J~Njpഀ t r~r iiiഀ ! ~ ~ ~N TAB ~ ~ഀ t 1 ~w t ~ tjl~ ,ഀ f' ! It w1 . ~ S ~ Associates ~ Ifs ♦~a~tiഀ • t ! r r t iii; , ale I0 / ~ rs,/y / ~ t ~ ~ 1~ ~ 8918/tCeഀ rr• / ' ; t ~ Psi Ofiiae Box 7431ഀ i jrr _ . , t ~r~ ~ / • j j r a„~,~ ~ Avon, CO 81827431ഀ / r . t , r~i w~ / 'r i (970} 748.1470ഀ iii / i:i / • j ! ~ ~ ® ta~c (970) 748.1471ഀ t art iJ 3 ARIII~ , ww~la~.comഀ t / ~ ' / ~ f ~ ~ ~ FOUND PIN AND ~ ~ഀ ~ ~ 1 y0 i EXIS~NG ~ ^ ~ ••,t RED PLAS?IC OAP / N6MdddCഀ ~ t LOT 6 ~1/ OJ I"~ d (lN1ERM0UNTAIN) (830}'ISfrBi64ഀ / i~ i / Pa J CONS TI •~•~t e<v i G~4 / J F'ARlCI 1\~~\ / /ഀ f t 0 ~f ~ i~'ION / t C~ ~ 1~~4 ~l t 0 t 1 ~ഀ ~ b48 iZEB ~ ~ / 0 a~`~" / / 1 of ?~?p ~ ~,y i ~ J,ഀ t ~ t 4 ' ~ E EXI871NCs ~ ~ ~ • ~ഀ t ~ { iii / p FENCE 70 ~ i $g43'~ / / +~v~ ♦ S ~ ~ഀ iii ~ ~ t lit ~ t~htAlN ~ ai ~ ~~S ~ i ~ o a i ; . ~ J / ' ti r ,o Ss~ , /ഀ t / t iii / t NEW ' ~ ~~o° ~ ~ ~ഀ f t~~ / t~ f t i:t , `sip, ~ ~ i i /ഀ / t ~ '!r / ~ iഀ ~ i f ~ GONC i!i / PATIt ~ k ~~iഀ iiiഀ r / ~ 521 SF l~IIT ~ ~ഀ \ t i r~ - i ~~8~ NEW PROPERTY LINE -App 82~ . t !iiഀ i,1~J SF/.O26 ACRES TO EXISTING PARCEL B -EXISTING / : ~ tഀ PARCEL B. fD5 AGREE t l l TA. RIpCsE g~ഀ Irഀ tt rr~r 1 PRG'POSEp t r~r J / fi-OOTiNCs Literഀ t .r ~ t !ii t s_ഀ t • r : r / PROPOSEp tഀ t - ISTINCs r?i J ROCS LINE t PARGEL A EX i t t , { .01 AGREE t i ~ • ~ഀ t t ARGEL C- EXI ING i! i l t tt ,ഀ t ,828 AGREE t ! i / t j;tഀ t ~ i / PARCEL C -PROPOSED i i, t /ഀ ,406 ACRES ' i i ~ 546 0, ~ . t ~ഀ ~ ~ t / FOUND PIN & CAP ~ 1 t t~ \ഀ t.. t / ELEVA110N = 8544.8'ഀ t Ji ! I 1 _ (BASIS OF ELEVATIONS} ~ ' ~ t ! t TA. Rf \ഀ 4 / i ' j =856Ob'1 \ I. ' I•ഀ / rr}ഀ tt +14 SPLASH 81! / j ' r ~ഀ / r t !I Dഀ ! r't LIMITS OF ~ ~ / DiS'1URBANCE ~ഀ /ഀ / ' ~ LOT 14ഀ NEW PROPERTY LINE -App ~52~e ■ / tഀ 1,885 SF1.O36 ACRES TO ExISTINCs t~G'#1t.°I"c~ ~ ~ptEBഀ PARCEL A. THIS LANp AIWA / • PROPOSEp PROPERTY ~ t L £xiat alts information is based a topographic survey, ProJsct t~mbsr 04-181, dated 8/22t0't LIt~ EX't'ENSIGRJഀ ~ CAN SE AppEp (N ALTERNATE / in9 'fi'°n LOGATCON IP i~(~IESTED BY i prepared and eleetronteaily provided by Gore Bangs Ssxveying, U-C, Iragla, Colorado, l9'tO) 4't9-8698.ഀ OUIt~ER OF P,q~L ,q, / 2. 1Y~s Conatructtan Itmit 11ne to the contract limit line. Da not disturb any existing trees or vegetation ~ ■ഀ ~ / designated to remain or located outatda of the conatructton limit skis without approval of the Ourbr ~ ~ / and tour of Yatl, 1ഀ / ~ 3, Conrtractor to vsrt exist alts information, including structures, utilttisa, property lkas, limits of roadways,ഀ / ~ ~ of work for to kin bits conetruetion. ` and cube and gutters, that may effect the stops pr beg kigഀ / 4. £xiettng uttlitiee ors indicated for (nformatton only and not tnkended to chow exact location. Theഀ / Architect to not rseptxroibis for the location of undsr~ound utititisa or atructursa ~ ' \ u~hsthsr or not eP>vun or detailed and installed by any other contract. The Contractor shall localsഀ ~ / alt uttlttisa and maintain the location during all phases of the work Contractor shalt ba responsible \ for any damage to utiiitias or stnicturaa and any ir~uriea tkarsfrom. Rsatcxattan of any utilttteaഀ \ 1 damaged by the Gontractcx shall be at the Contractors exparae to the satisfaction of the tuner. ' iഀ ~ \ / ~ t5, Contractor shalt vartfy all util(ty service, maker, and pedestal requirements and locations and access to metersഀ ~ \ / and equipment with respective utility companies,ഀ / ~ 6. Conform to lorai water and santlatton district epeciflcatians For water and sewer carrotructton.ഀ ~ \ / ~ Makrtain >0 feet minimum'aeparatton between water and seiner underground service pipes. Maintain seven feet ~ \ minimum cover at underground water esrvica Incraaes depth to 10' under drtvawaya. BsWer service shall have fഀ / minimum cover of 3 -6 , Provide sewer claanout with location to bs reviewed by the Architect.ഀ \ ~ / J 1. All compaction, grading end irrigation adJacenl to the building shall ba in accordance With the Soils Report prepared byഀ / p ny, ~ \ 1 Coma Pro,(ect Number, Dataഀ \ / 8. Provide written notification of ati dtecrepanctss between existing and proposed sits in+provsmants.ഀ ~ ' \ f 9. Contreotorlal shall tales all necessary steps ae raquirsd to properly protect and maintain his work ~ / ~ far the duration of this Contract.ഀ \ / i0. Contractor shall obtain corrrotruclion de-watering permits, tF requiredഀ \ / IL These drawings da not. specify safely materials, aqutpmsnt, methods, or asquenctng, to protect personsഀ / and property. tt shall ba the contractor's cols raroporietbiltty to direct and implement safetyഀ \ ~ operettana and procedures to protect the owner, other contractors, the public, and others. 1ഀ ~ \ ~ / r ere to true north. ! J f2, Referents to north sfഀ ! 13. A11 work shall comply with all applicable codes and ordinances. ~ t ail lines.ഀ ` 14. Contractor(sl shalt employ a ticenesrd surveyor to establ ah workഀ ~ Contractor(a? shalt stake out all cress, including but not limited to build , ckiveways, Walks, pavements, wa8s, pools and fences from CADD flies provided by Architect and ehal obtain the approval of theഀ t Archttscl prior to procsscting With the work I Lഀ 16, All dimsnsiona called out as 'equal' era squldletaM msasiremsnts to dse[gnatad csntarikals),ഀ Ti. Tales all dfmsnsions psrpsndttuiar to any referents Tins, Work tins, fats of butidirig, face of wail or cerrtsrllne,ഀ . 18. Computed dimsretona shell tales prscadsncs over scaled dtmaraiona (drawir>ga ors y¢j to bs scaled),ഀ ,~t and large scale over email scale drawings.ഀ 1 P S' ffi, All angles to be 9ta degrees and all lines of paving and fencing to be parallel unless noted othenu aa. . 'ഀ ~ ants as noted on draw s. 2f~. Maintain hortrontal aligrment of aciiecent elem ingഀ \ ~ ZI, Rsf.rsncs to scale is for full sized drawings only, not reduced plena. Do not scale from piano or details.ഀ I' a take aver al notes and ical dalatia. 22, Notaa and details an iflc draw tc„~ ~ ~ k5 per' garNx'ഀ t ncisa with odes shall bs br hk to the attantton of the Architect tmmsdlatsl ~ 23. ,Conflicts ar l ecrspa gr oug yഀ ~S and prior to proceeding with workഀ g pr spots podceta 2d. All finished radae ahatC outdo for natural runoff of Water without IoW or .Est flow Tines accurately and provide a minimum 2,5'k and a maximum 33% gradient anises otherwise noted a tll+ustratad.ഀ 25. Gradually round off tops and toss of all planted slopes to produce a smooth ardmtscttral tranettionഀ between reiattvaty level areas and slopes, unless shown otharwisa In grading details.ഀ 16, Grades shown era finish grads. Subgradss rissddad to attain fill or topsoil placement ors not rsfisctsd. gold finteF»d grades for planting and lawn areas 3" below top of adfacsnt pavement, and/or curbs,ഀ t unless othenuias noted `on the dreutings: The finished aubgrads should ba ravtswsd by the Architectഀ y prior to, as uatit as upon completion of, landscape tnelatiatton to verlFy that awalss and drainage features Au SGAL~. I/Iris =1-(d ors constructed per plan. 7ഀ 11: All concrete slabs or footings shall bs dowalad into abutting Walls, foundations oral footings acingഀ tiara of the soma aiza unlaaa noted otherwiaa.ഀ 28 Provide control joints as shown on drawings between expansion ,joints. &w details.ഀ 29. Sleeves and conduits shall be installed 18 in. below finished grade and shall extend 12 im beyond F$ 6'1.25ഀ back of curbs, walls and paving. propoeed epot elev. Project No:ഀ (FS 61,26) + fixiet. trees to remain OX16L bpot.lev. 0659ഀ r r rte r ® property I1nsഀ construction Ilmit liner + Tro" to be removed St" No:ഀ conterllnsഀ building envelope Une of disturbance Al ■ഀ Caretructtc"llt fenceഀ easementഀ ~ ~ഀ r r rosian Contr©l fictions TEm o a ~vE etation ~ eci iഀ h /ഀ r areas not r ivin lent bad. Strawable siltation berms shall ba utilized during the Native ass: In Il dtstu bad Low Grow Mix as evatiabla from ,Arkansas valley ,Inc. construction and landscaping pariods. t3arma shaii be i~ /ഀ Denver, Cvia.,t303732~-'i500. located ec.cardin to a Contractor prepared Temporaryഀ Erosion Control Pan and shall ba imtallad priorഀ WlldFlowera: to excavation. Mountain Mixture +'603 available from Applewoad Seed Co. UJatar diaei atom ahtdii be tmelled at intarvels in rr! TABഀ Denvar, Colo., l303~#31-62$3. p " drainage swalea not to exceed 28 according to / !`I Iഀ the lamp, Erosion Control Plan. ix: Associatesഀ The Contractor shall be responsible for preventingഀ Native Grass Bead - d~ oz 1100 ~ the raleeaa of sediment laden water from the / i i' ~ ~ The Artch~ / ,ഀ tUildfiowar Seed - 5 Qz. 112MJ0 ~ construction site, and shall be required to install Total Seed Mix - 9 az. I if~00 SF l25 LSS /Acre) addtttonal control faetlfttas at the direction / (jrj ~ Avon, CO Bi~620~ iiiഀ of the Ownar or impactor, should problems occur. • ~~ra} rye-taroഀ Straw Muidx / / r i; ta~c ~~ro~ gas-iariഀ Clean ant or wheat straw wall seasoned before bailing, free from mature send-bearing stalks or roots of prohibRed ar noxious weeds. atECtin NatUra l l=Eatures i ~ r ema1L t~OvaQ.neC / it ~ j vMwM+.mb~~.comഀ sm,~a,relEna~eer:ഀ ~ in The area of disruption will be completely fenced to -Laoaen soil of seeded erase to depth of 4° protect surrounding undisturbed vegetetton. The areas / / ~1ഀ -Grade soil of sanded arena to smooth even aurfece w/ moderately which are not landscaped but within the disruption zone ~ \ 11 / (8'90) 7SS$18# ~ / tഀ coarse texture. will be ravegetated to match the natural vegetation. \ l~ /ഀ -Apply seed et specified ratan in i'21 equal sowings at right, angles to each other. t~ / / / ` \ fഀ -Place straw within 24 hrs a l2~ 50 LS belle per 100ID SF, crimp into soil l •1~,1 ' ` ~~•\tiഀ Irrt.[Qn / ~~`~j, / /ഀ - All planting bads will be irrigated with a drip irrigation system.ഀ - A11 re-seeding will be irrigated with temporary drip system. EXlfs / ~?CISTIWCz °vPRlIGB / ~ i i ! ~ഀ TO E 70 ~ ~MOY~D ~ / • ~ ~ ~ i ! ~ Jഀ lantin Notes i! i j/ഀ r ibis For becomt aware of all under round utilities i es and 1ROOT zUhIE''h'fl: 1. Landscape Contractor shall be eapom ng g , p p OY ZONE-TYf'. ( w ! i iഀ atructuraa. The Landscape Contractor shall be held reapomibla fvr contacting all utility companies EXiSTINCs SPt~taCE a ~ it ..eഀ far field location of all undarground utility lines prier to any excavation. Landscape Contractor T01~MAIN 1s~hiAlN iii / ~ i!ഀ shall take sole ras amibiltt for an coat incurred due to dame a of said uttlitiea. p y y 9ഀ it to obvious that unknown obatructiom ~ ~~t 2. pa not willfully proceed with construction as designed when I~M+IIt B ~ i ~ / ~ rഀ andlor grade diffarencea exist that may not have been known during design. Such condttiona shall beഀ immediately brought to the attention of the Architect. The Landscape Contractor shall t~~iTi~ഀ sesame full rea omibiitt far all neceaaery revisions due to failure to give such natificatton. p y ExIaT1NG FENCEഀ To f~MA1N 3. Landscape Contractor shall be respomible for any coordination with the Genaral Contractor and ether rഀ r ctors as r aired to eccom 11sh lend o arattons. LIM1T8 Cf= r subcont a eq p p ng p ;ഀ DISTUi7BANGE • . Lendsca a Gontractor to receive site radad to +/-0.1 foot of ffnishxsd rode. Candace a Cor~txactor FENCINCx , , ,ഀ p g g p r to ins t radaa and issue a lattar of site a tense rior to stertin landsca a imtellatton. / • 1~ g p g Pഀ sib a far raturni the site to on inel finished redo once the , The Lendacepa Contractor shall be respon i ng g g rഀ lndace a installation is coin late. No low to or ponding of aurFace water will be accepted in the final work r p pഀ 6. 12efar to landsca a s tFfcationa For lensing requtremer~s, soil preparation testing, materials and execution. p ~ p •ഀ F s kfn method lent it dimenaiona and badcftll r ulrementa. , See details and landscape specifications or to g , p p eqഀ a an the drewin s. See lent I end far s bals~batanicel/common names,ഀ Plant nemea are abbravi tad g p eg yin sizes, astimetad uantittaa and remarks.ഀ q . ~ഀ 9. If conflicts arise between actual size of planting areas and areas shown on the plain, Landscape * ' PfZOPO3EA i'1iZi'Y .ഀ Contractor to contact Arehitect for raeolution. Failure to make such conflicts known to • • LiNE EXTENSION .ഀ the Architect will result in Contractor"a liability to relocate the matarlala. ~ . ~ഀ 1tD. it to the Candace a Contractor's rasponaibil(ty to furnish plant matarials tYee of pests or plant pഀ diseases. Pre-selected or 'ta ed' material must be inspected by the Landscape Contractor and ll) PT gg 3"-MULTI STEM ~ഀ cartifiad peat and disease free. it ie the Landscape Contractor's obligetion`~ta warranty all plant f`ഀ materials par the specifications.ഀ 11. Final location and staking of all plant matariela shall be et this direction of the Landscape Contractor. ~ഀ Candace a Contractor shall not proceed with planting operations until staking is fully approved. p ~OULDEf2ഀ 12. Coordineta tmtellation of large plant metartal with installation of pevemarrt and curb and guitar.ഀ dame a to t avementa others is the rea oneibiltty of the Landaeapa Contractor", • ~ g ~ pഀ 1 avida metchi atzaa and forma~for each a ectas of trees installed on rid or a aced uell to rows 3. Pr ng p g P ~I yഀ as shown on drawings.ഀ 14. Provide matchin sizes and forms for e11 lanta uded far es> ace uall on rid, row orഀ 9 p ~ y g trter~gularly es noted in plant legend remarks or shown on plena.. Sea planting details.ഀ lra. All shrub and groundcovar bade ere to ba rnuiched with 2" deep leyar of compost mulch,ഀ ar 3" .deep layer aF woad chip muld~, see apace.ഀ 1(c. Plant count to lent f and is for information onl . Candace a Contractor to rea omibla to verif p e9 y P p y .r _ഀ quantities For all plant matariels and atzaa shown on plane. in case of any diacrepancias, greetar aഀ quantity takes preaidenee, whether on plan ar in legend.ഀ 11. Landscape Contractor shall provide-per-unit price for all plant materials by type and size; aeഀ sailed out ari Planting Plana. unit-price to include matartals, installation, and warranty.ഀ =iഀ 1$. All ient matariel a ecifted shall ba rr~raar rown.ഀ p p ygഀ ഀ n (n I n 1ഀ ~n vCc~ In c° t°,r1 u ~ ,4bbrav Batanzcat Name/ Quanity Stnsഀ Common Nameഀ 1?acidu~o~ ~e 'Creed rഀ Mixed Perennial Bedഀ Pro Osed ,4Spen PT Foputus tremu~oddes i 9" cal. p • s` t -ഀ Plant Material Gall ©ut Abbreviation (see Plant list) 4ഀ Abbreviation lees Plant Cist) Quantityഀ Quantit C9 Chrysathamnws Vtscfd~Iorus i"2EA TWfCs DGYWOOD T 5 gal. rഀ Ground Dover ~ ~ 'ഀ existing Evergreen to Remain 4!~ varഀ h1P Assorted Ground Cover and Perremtaia: 60x of area ors gallon ~ഀ and 40% of arse ors fiats. t32, 3 U4 pot par flat) _ഀ Revs state disturbed areas to or ins I state Proposed Evergreenഀ gഀ Abbreviation (see Plant IistJ Iഀ Quantitഀ Boulder UJallഀ 4 ft hi h otextil silt + Trees to be removed ~rഀ fence /s s ~ ocഀ Ever ree17 Shrubsഀ g °iഀ ~4bbreviation l:see Plant .list) ~ .ഀ Quantitഀ - direction of swaleഀ Project Naഀ exist, contourഀ 0659ഀ -saw - contourഀ ~S 6'125 .ഀ ^-''o proposed spot elev. Sheet W.ഀ ro ert lingഀ Al m2ഀ i~ഀ MAIN L~y~L DEMO NO'i'~8 + ■ഀ 1 REMOVE EXITING FENCE.ഀ 2 EXlSTINCs FENCE TO REMAIhLഀ 3 EXISTING TREE TO BE REMOVED.ഀ 4 EXISTING BRICK VENEER TO BE SALYArxF.D FOR NEW 2 TABഀ PATIO SET WALL. ~ഀ ~ ~ Associatesഀ 5 EXISTING BECK COLUMN TO BE REMOVER. 2ഀ b EXISTING DECK ABOVE TO BE REMOVED.ഀ '1 EXISTING CONCRETE PATIO TO BE REMOVED.ഀ 8 EXISTING WINDOW TO BE REMOVED. I I I I I (t9~ eioഀ 9 EXISTING: SLIDING PATIO DOOR TO BE REMOVED. II I ~ I II - I I ~ 11 ~ wwwxab~~soda#es.«>rnഀ ID REMOVE EXTERIOR SIDING AS REQUIRED FOR NEW ADDITION. I ~ I II ~ s~~,~: Newkirk E~~eer~pഀ II I c=Esc______________ II (eap)~a~ഀ 11 EXISTING WINDOW TO BE REMOVED. I I I - TI II II I I ~ 11 ~ IIഀ 12 EXISTING FRAMED WALL TO BE REMOVED FOR NEW II I I II IIഀ WINDOW.ഀ 1 Ig EXISTING CONCRETE SLAB AND 1~.OOR FINISHED TO I _ U _ _ _ Ly--'~ I _ഀ REMAI?•1.ഀ ~ ~ ~ I Lam,.'-,ഀ 14 EXISTING CEILING AND WALL FINISHED TO REMAIN INTACT. II I ~ ~ ~ I ~ഀ 15 EXISTING TREE TO REMAIN. II I I Iഀ lb RELOCATE POWER DISCQNNECT AS REQUIRED. I~------------ --J I I ___a i Sealഀ 11 REMOVE PORTION OF DRYWALL FOR NEW STUD PACK Iഀ INSTALLATION. I Iഀ III Iഀ ~I=.BAI..~=. ~z I Iഀ 1. EXISTING FLOOR FINISHES TO REMAIN UNLESS OTHERWISE NOTED. EXISTING BUILDING •8546 ~XIaTING BUILDING - 8~46~ .~~I ~ C1ഀ 2. CANTRACTOR TO COORDINATE REMOVAL OF EXISTNG fTEMS WITH T.4. GC~NGRI=TE = 1~?0~_~?~~ T.C?. GONCI~"t~ = 100~_8~~ IIIഀ INSTALLATIONS OF NEW ITEMS.ഀ 3. COORDINATE NEW STRUG'NRAL ITEMS WITH REMOVAL GF EXISTING ii I I ~ഀ ITEMS. iiiഀ 4. REFER TO STRbIGT(iRAL PLANS FOR ADDITIONAI.8TRUGTURAL niഀ WQRK Ta EXISTING STRUCTURE. Iilഀ 8. IT IS ASSUMED !TENS NOT TAGGED AS REMOVED OR SALVAGED IIIഀ WILL BE REMOVED IF ATTACHED TO WALL CABINET, OR OTHER Iഀ ITEMS. THIS INCLUDES ITEMS ON WALLS, CEILINGS AND FLOORS. Wഀ b. ALL DASF~D ITEMS REPRESENT ITEMS TO BE REMOVED. M , _ _ _ .ഀ COORDINATE REMOVAL WITH NEW ITEMS SHOWN IN DRAWINGS. IIIഀ ELECTRICAL WILL BE REMOVED AS NECESSARY AND REQUIRES IIIഀ MODIFICATION BY DESIGN BUILD CONT124CTOR REFER TO IIIഀ ELECTRICAL PLANS PROVIDED FOR SCHEMATIC LAYOUT. I~ ~ ~ Gഀ S. DRAWINGS ATTEMPT TO SHOW EXISTING CONDITIONS. BUT, ALLഀ EXISTING CONDITIONS MAY NOT BE SHOWN OR VISIBLE ON SITE.ഀ CARE MUST BE TAKEN TO ABANDON, TURNOFF OR OTHERWISE SECURE EXISTING ELEMENTS THAT NEED TO BE REMOVED WITH 1z I ~ ~ഀ REMOVED STRUCTURE. ~i ~ ~ Qഀ II ~ Cഀ D~~ISIS~ITIONS: Uഀ ~ wഀ L REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND E LEGALLY DISPOSE OF THEM OFF SITE, UNLESS OTHERWISE INDICATED ~ _ഀ TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. ~ ~ഀ 2. SALVAGE: DETACH ITEMS FROM EXISTING CONDITIONS AND RETURN TO OWNER READY FOR REUSE. - . _4 _ _ S3ഀ 3. REMOVE AND REINSTALL. DETACH ITEMS FROM EXISTING CONDITIONS, PREPARE THEM FOR REUSE, TEMPORARY STORE ASഀ REQUIRED AND REINSTALL THEM AS INDICATED. 4) 'd'ഀ = C'~ഀ 4. EXISTING: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND 7+I'AT ARE NOT OTHERWISE INDICATED TO BEഀ REMOVED, SALVAGED, OR REMOVED AND REINSTALLED..ഀ t~l ~ i~ 1---ഀ ,421 SCALi=: 1/4"=1'-0°ഀ UPPER LEVEL DEMO NOTES •ഀ 1 REMOVE ASPHALT ROOF BELOW.ഀ 2 REMQYE PORTION OF ASPHALT ROOFING AS NECCESSARYഀ FOR NEW OYEREsUILD FRAMING FOR NEW ROOF.ഀ 3 EXISTING DGXUNSPOUt AND GUTTER ABOVE. RECONFIGURE Ren~elons:ഀ DOWNSPOUT AS REQUIRED TO NOT INTEt~ER WITH NEWഀ ROOF.ഀ 4 REMOVE ROOF DYER HANG FOR NEW ROOF INSTALLATION.ഀ 5 EXISTING ROOF OVERHANG TO REMAIN.ഀ r________ഀ b EXISTING DECK AND STRUCTURE TO EtE REMOVED.ഀ t EXISTING WINDOW TO REMAIN. I Iഀ I ►ഀ 8 EXISTING WINDOW TO BE REMOVED.ഀ 9 EXISTING SLIDMG PATIO DOOR TO BE REMOVED. j I ~ __J ~ഀ 10 REMOVE EXTERIOR SIDING AS REQUIRED FOR NEW ` ADDITIONI. i Iഀ I ~ III I I Owner Review 9118J09ഀ 11 EXISTING WINDOW fi0 BE REMOVED.ഀ 12 ` EXISTING FRAMED WALL TO BE REMOVED FOR NEW ~ ~ III Town of Vail Review 419109ഀ WINDOW. r ~ . a~L.._..:.® - I Pem~t 09111109ഀ }3 EXISTING WOOD FRAMED FLOOR AND FINISHES TO REMAIN. I~ ~ ~ഀ I iഀ 14 EXISTING CEILING AND WALL FINISHED TO REMAIN INTACT.ഀ 15 REMOVE PORTION GF DRYWALL FOR NEW STUD PACK i ~ ` ~ ° I I Sheet Tltle:ഀ INSTALLATION.ഀ -j'~ ► Main &ഀ Prot NO:ഀ i~►IF\ nUPPER LEVEL FLOOR P N2 ~I 1L1 a w `J W59ഀ W ,jഀ i"ഀ i~ഀ i A31 A4J NSW 1XISt~ഀ g~- uഀ 1~4'-ii" 13'-II~" tl 1,1 tl III nlll _ _ _ഀ 5'-5~~~ 5'-11ഀ S " Sr_-Irr 5 3t L,~~ഀ LINE OF ROOF ABOVE _ഀ iഀ N - Sഀ r ~ sഀ ~ ( 1- 3'0"x1'0"ഀ 5 BELOW i~ഀ N 6 1- S~Orrx¢r0rr (ഀ •I-ഀ I rഀ ~ ~ 12 1r1. ~ഀ 0 1 iഀ Iഀ I y i l~ , I -ഀ °+N I 1 ADCഀ 0 ( ' TA. GOKGRഀ I sഀ I_ഀ I 1- 3'0~r~~0~r I g 9 BELOW _ i_P3ഀ ~ 2 30x40 t 1ഀ i s 2ഀ wioriഀ I - 1ഀ I 99'-9" ~ 100"-0" nഀ tiJഀ 5'-3 " 6'-3..ഀ GENERAL CLOSET NOTES= Iഀ 1. ALL SHELVES t vERtIGAL DIVIDERS tO SE AC PL7WOOD WItH 1 99'-8° 1x1 EDCxE. SPECIES TO SE SPECIFIED 87 INTERIOR DESCGNER OR 1ഀ OWi~R ~ഀ 1. GLEAtS tO SE (x2 CLEAR PI1~E. 1 CONCRETE 3. PROVIDE ROD SUPPORtS 36" OC MAX. ~ PAt10 iഀ 4. ALL t0 SE STAINED t0 MATCH CASE !SASE. ~ t s ~ഀ ~j,OSET NOTES: ~ഀ 1 SINGLE HANGING: DESIGNATED SY SINGLES DASHED LINE 1N ~ CLOSETS TO SE: 16 SHELF * 1-0 AFF, ~ SHELF !ROD * 8 -6 ~ഀ AFF. 99'-9° rഀ DOUBLE HANGING: DESIGNAtED SY DOUBLE DASHED LINE IN 2 CLOSETS tO SE: lfa" SHELF !ROD * 7'-0" AFF,11" SHELF !ROD ~ഀ 3 SHELVES * WALK-IN Gl.OSETS: 6 - 11" SHELVES * I'-1" OC, let LANDSCAPEഀ SHELF # 1'-1" A1:F, SHELF WIDTH TO SE CLOSET WIDTH, LESS -0~'-0" AREAഀ OR AS OTi-~RWISE INDIGA'tEL~.ഀ ~ LINEN SHELVES: 6 SHELVES, WIDTH AS NOtED, P-1" OC, letഀ SHELF « 1'-1" AFF, FULL GLOSEt WIDTH.ഀ STORAGE SHELVES: 6 - 16" SHELVES * I'-1" OC, let SHELF s 1'-1° -aഀ AFF, FULL GLOSEt WIDTH. 1ഀ Ala SGALE:1/4"'=!'-0°ഀ - ~ iഀ - z--ഀ LFഀ 1ഀ i ra _ iഀ iiഀ y 'iഀ ~'4 y~ഀ 1ഀ a~ EXISTING ROOF I Pmjec#No'ഀ i MELOWഀ E OW9ഀ n Ut--'PER LEVEL FLOOR fഀ { ,'GUIDER COAT~pഀ A3~ A4 STEI=L, 3 f'IP~ A4a 31`10U1GtJARD BYഀ AI,.PiNE 3NOtlKaIJARgB,ഀ MORRISvli.1.1;, YC INST,4LL t'ER MFR. REQ'MTSഀ ~~R ~ TAB 16 NEUI EXISTINCx rഀ ASSG►GI~~~Sഀ I'-6" - 11-6ഀ TFia drrhihartintal RalAnr~ഀ "ഀ tA. 0~ഀ I2 lzഀ Ilm'-~"~ 1~ ~ f a-i ~-1ഀ I I - I I t.0. tE 114'-m3~ഀ - r a " +14'-m~%'ഀ r ~ $.O. RIDCxEഀ A3a N 18559.56')ഀ T.O. RIDCzE 1856mb'('Jഀ IIഀ I I RIDtxEഀ IIഀ MASTER BAD ADDITIOi~I A41 ~ `v.ഀ T.O. CONCRETE = 100 -0 " (g$45.5'}ഀ N' Na - aഀ ' II llm'-6"ഀ I I t.o. ~ II !~Jഀ 12 -9ഀ L Z~~_===~Z~---- itഀ i iiഀ NEW POUIDER COATEDഀ NEW GUTTER t STEEL, 3 PIPEഀ 1.6 D011~t5P0UT SNOIWUARD BY ALPINE SNOWGUARD5,ഀ MORRISYILLE, Ytഀ INStALL PER MFR i~Q'Mt5ഀ fഀ yഀ A31ഀ rഀ ROOF FINISH L~C~ഀ R-I ASPHALT SNINCxLES -MATCH EXISTING auiLD(NGഀ ~ .ഀ 1. NATC(~ED A1~A5 INDICATE OVERBUILT ROOF t CRICKETS, RE: STRUC'NRALഀ 2. ALL GIiTtERS t DGXI,i•15P0Ut5 t0 f~GEIVE NEAT CAPE FOR ENTIRE LENGtN,ഀ RE: D(ACxi24M ON ELECTRICAL PLANSഀ s - -ഀ 3. TA. RIDGE ELEVATIONS GIYEN AT tOP GF ROOF SNEAtNINGഀ 4. OVERHANGS 1'-6'" FROM OUTSIDE FAGS OF FRAMINCs TYP., UNA.ഀ NEWഀ DG'~!Jഀ 1ഀ A31 SCALE: 4ഀ rഀ tഀ iഀ sഀ r~ഀ iഀ i iഀ Project No,ഀ 0659ഀ Sheet No.ഀ A cm 2ഀ ExISTINCs NI;Wഀ T:i i ~ 1,1ഀ I'.~ P_~ i ~ C 11 ~ ~ ~ i7_n_, ~ ,~1ഀ ! ~ tm. _ t++.:~ഀ I I ~ ~ഀ r ✓ 0..,ഀ _P fഀ 1 '.„f ~ ,b.i~..ഀ li i r ~ a~ J,ഀ ഀ " ~ sഀ _ _ ' - -ഀ e _ ._p.. _ _ _ _ a_ _ _I n ~ „ ~ E.... l ~ ~ ~ ~ , _ഀ ii ~ ~ ~ ~ഀ ~ ~ ii _ ~ഀ ~ ~ I + ` 18 TABഀ ~l'' ~ R 1 ii 16ഀ _ ~i ° _ Ass~cia~esഀ .ഀ . _ _ . . a _ Post Otfloe Box 7431ഀ -ഀ J / ~ ~ ~ i i ~ / _ _ e _ iഀ i~ ` i ; ~ ~ഀ ' ~ t A5~ i I g ,Tb. Z Iഀ _ - I - _ _ i i ' X-2ഀ ~ i _ - ~I I I t.~..,..b. i _ I_ ~ I I I i s a)ഀ t . 1 1 1 M I 1 i ` SJ 1ഀ I I i _ ~ _ d i r y~. j i i ~ഀ E ~ i i rY I i ~ i i ~ഀ 4 i i iഀ I I I Iഀ ):X151'fNC~ GA5 l i ~ I I Iഀ M>=`I~R I I I I ~ ~ I I I 5P1.,45H BLOCKഀ I k I I Iഀ r1_1~ SIM f-1-1-I I-L-------------------------- I----J p-___-~ Lഀ i~ഀ I:XISTING NI:Wഀ A3~ SGAL~: U4"-1'-0"ഀ 1. N~lU POIUDEഀ SNOtIKxU.4RGഀ MORRISYI~.Iഀ R9:QUIREMEIഀ 2. NI=IU METAL I f !I'1ഀ EXfSTINCs. JI:ഀ 3. NSW METALഀ COLOR TO 1ഀ 4. NEW LIC~I-!T ~ഀ NEW CsUTTER TO MATCH ~ഀ 6. NEIU 3'-0" H tഀ lU/ 4" SAND;ഀ 1. NEW APPLIE MATCH Exiaഀ _ഀ _ _ _ I ~ k l _ k i i~ I~ ~ I f 4 ~ j ~ , i G 8 NEW METAL ~ ~ PATIO DDO a}ഀ - . - Tഀ ,LLD-tl!l=N. ~ , ,i ~ ~ ~ ~ 1 i fഀ I~~ ~ f G 9. NEtU t000D 1ഀ ~ , ~ ,~i i ~ ~ - , ~ ~ ~ 3'-?~" MIN. A' ° ~ ~ MATCH XI° t { Eഀ I L _ i M ~ N ~ഀ ~ _ 10. NEU1 UJOOD 1ഀ ~ - I ~ ~ ~.I _ iഀ _ _ J iഀ ~S Iഀ 12 ~ ' X-2 12 _ _ . _ഀ A5~ R I1 _ _ }ഀ i R1ഀ Sഀ ~ X-ഀ try iഀ I rഀ _ a _ _ഀ ' 5 a ~ V • i_ .iഀ +9 ~ഀ = ~ 6 'I S it ~ 9ഀ ~ ~ 3 - 5 ' ~ i - = rഀ ' A5J ~ ~ ~ ~ ~ s ~ ~ഀ ~ ~ ~i 12 ~ ~ Asaഀ r ~ ~ 13 ,ഀ ~ ~ ~ !Qഀ X X- ~ _ in ~ X-2 I m 9ഀ ~ MASTER BED = 100'-m" nഀ TO MATCH EXI5TING _ഀ I 1~51DEPtCE 5PL,45H BLOCKഀ I I I p p I I I PROP051~D CxRAD1: PROP051:p CzRAD~ഀ I I I QCKI I I 5PLA5N BLഀ I I 5PLA5H BLOCK I I EX15tINrs CxRAD~ (:XISTINC~ C~RApir - ~ Iഀ r~ 1 11 mwmaഀ --------_J-------------------------------------LJ L SPLASH BLOCKഀ NEW ject No: EXISTING FAഀ W59ഀ er~ No: heഀ WEST *ELEVATION SOUTH ELEVATION 02 1ഀ A3J SCALE-. 1/4"=l'-O" AW SCALE: I/ഀ 'aഀ iഀ -ഀ TABഀ Associatesഀ 'ഀ ~ ~ Poet o~Ce Sox 7431 r Avon, CO 818207431ഀ $ _ 'V {970} 748.1474 fa~c (870) 798.1471ഀ ~-g I I www.tabassodatesoomഀ Strudurai Erx~eer:ഀ I I 1 1 I N6VYIdtk Et>~hteelklpഀ I I I I I {890) 75Er8164 I II II Iഀ I I I M'~~ I I Iഀ 3-3 I I I BED I I I I II ~ II iഀ I I I I I Iഀ I IL______ J I Iഀ - 1 ~ PATIO I~ j I ~pp2p",~°~yY ~ I~ I S-3ഀ I L______J I 7~RAYIA TY I L_._... _.__Jഀ 1 f I Ui/t~i:BTAL~ I l_..ഀ fഀ . E ~M,48TIwR BED - 100'-0" r~/~~~~~ \ 1ഀ ഀ - ~~`i r~~i~ r r . `ഀ I ~ ~ ~ ~I I1=11 ~ rr ri yr r rr - II 11111=11ഀ -I I rir~ri r~i -i III -.I i ~ഀ ~I I ~~i~~ ~ I I ~I i 1=1I rl 1 ~I ~y~ ~y I F=11 CI I I-1I ~ഀ I = ri ri I_I I ~I I ~I I1=1Iഀ -III= _ _ _ ~~I~~ I.I I ~l I I-1 I C I I.I I ~I I ~I I I~ Iഀ iഀ 'ee _ഀ Iഀ A4J SCAL~:I/4"=I'-0" tഀ w~~ഀ tഀ ഀ ~ ~ഀ S-3ഀ ' r--•ഀ I Iഀ I I I Iഀ I Iഀ I I I I I ' iഀ I I I 1 I Iഀ I I Iഀ I I I g-~ I I Iഀ I I I I Iഀ I Iഀ I I aഀ i ` Sഀ tഀ - r r r 0 0 0- -o- ~ ~1II ~~~~i~i~~i~~i r~~i ~~i~i r~~i~~i~~i III-III.II~III.I IhI IIഀ - _ ~rr~~rr~~rr~~r~rr~~ri rr~~rr~~ ~rr~~rr~~ri r - - - _ _ .I I ~ ~i~i~i ~r `~ry ryr~r I ~I I rl I I~ I I~ I I_I I E_ഀ I~ i I- ~rr~~rr~~r rr~~r r~~rr~ ~rr~~r 11=1 11=1 I I-1 I ~I 11=1 I I-1 I I N I f ~ir~i rirr rr~ir~ ~i ri I1=1 I1=1I ~I I1=1 I I~ f 1=1I I-ഀ H I I- ~~ir ° ~~ir~~ rr i l I-1I1=1 I1=1 I1=1I ~I I - - ~ o . r~ - - - - I I~ I I_ ~ r~.; `~i I I~ I1=1 I I-111_91ഀ 11=1 11= ~ ~ r I I_l I ~ I I=1 1I-ഀ I1~11I_ = _ ~I I I~ 11- -ഀ ~ WALL 7YP~ 1, ~Et ~ഀ i tഀ Z kഀ A41 SCALD; I/4"=I'-0" tഀ 0659ഀ Sheet No_ഀ 4alഀ FA Project N0:ഀ 2X6 WOOD STUD WAIT HEADER SCHEDULEഀ OPENING WIDTH HEADER SIZE JAMB STUDS ,ഀ UP TO 4'-0" 3-2X8 1-2X6ഀ OVER 4'-0" UP TO 6'-0" 3-2X10 2-2X6ഀ OVER 6'-0" UP TO 8'-0" 2-1 3/4" X 9 1/2" M.L 2-2X6ഀ OVER 8'-0" UP TO 10'-0" 3-1 3/4" X 9 1/2" M.L 2-2X6ഀ USE THESE HEADERS UNLESS NOTED OTHERWISEഀ 2X4 WOOD STUD WALL HEADER SCHEDULE OPENING WIDTH HEADER SIZE JAMB STUDSഀ UP TO 4'-0" 2-2X10 1-2X4ഀ J OVER 4'-0" UP TO 6'-O" 2-2X12 2-2X4ഀ S-3 ~ OVER 6'-0" UP TO $'-O" 2-1 3/4" X 9 1/2" M.L 3-2X4ഀ ~ S-3 OVER 8'-0" UP T010'-O" 2-1 3/4" X 11 7/8" M.L. 3-2X4 A~7ti7V4~~1~~ti7ഀ USE THESE HEADERS UNLESS NOTED OTHERV~SEഀ The Arr~►18eletxeഀ STUD~A.~, KEY po~a~eaox7asjഀ 12 12 16 i2 ° 12 __E~_- - ~ ■ INDICATES STUD PACK EXTENDING UP FROM FLOOR ON AC9T01~748147fl ~ഀ ~N Iഀ I aഀ I I 3 3ഀ ~ 5 5 N 1ഀ S-3 II 3 3 3 3 z all 6 6ഀ 2'-0" ~ഀ N II 11 Iഀ I_-~- g 3 8 5 13ഀ 13 I 15.3K 3-1 3 4" X i$" M.L., 2 SPANSഀ 820 P~F l ( 10 2 3 I 14ഀ iഀ 11 11 I 1 r--------- _Jഀ Iഀ II 3 IIഀ Iഀ ~fഀ -i- - OVER-FRAME HATCHEDഀ ( AREA 2x4 at 16" CRIPP WALLS AT 4'-0"ഀ O.C. PERPENDICULAR TO JOIST BELOW _ ~ഀ N1TH 2X6 JOISTS AT 16 O.C. _ഀ S-3ഀ f ~ti R F FRഀ KEYNOTESഀ 1, 5/$" PLYWOOD ROOF SHEATHING NAILED W/ tOd ~ 6" EDGE, 12" FIELD. i1. 3-2X6 STUD PACK UNDER BM. BRG, TO FDN. iഀ 2, 6-2X6 STUD PACK UNDER BM, BRG, TO FDIC, CONN, BM. TO TOP OF STUD PACK 12, 3-2X6 STUD PACK UNDER BM, BRG, TO FDN,, CONN. ;~M, TO i0P OF STUD PACKഀ W/ 2-SIMPSON MSTA12 STRAP TIES. W/ 2-SIMPSON TSi2 STRAP TIES.ഀ 3, 2X12 ®24" O.C. MAX. 13. BM, TO BM, CONN. W/ SIMPS(}N HHUS410 FACE MOUNT BM. HANGER W/ SEAT CUT,ഀ 4. 2X6 ~ 16" LADDER-FRAMED JOISTS PER 5/S-3. 14, NEW 3-2X6 S1UD PACK IN EXIST, WALL UNDER BM. BRG. DOWN TO EXIST. FDN. WALL BELOഀ 5. 2-1 3/4" X 11 1/4" M.L i5. NEW 2X12 ROOF JOISTS ON 2X6 ~ i6" CRIPPLE STUD WALL ON TOP OF LOWER EXIST. WALT rഀ 6. BM. TO BM. CONN. W/ SIMPSON HHUS410 FACE MOUNT BM, HANGER. , _ _ 16.3-2X6 STUD PACK UNDER BM. BRG. TO FDIC, CONN. BM. TO TOP STUD PACKഀ W/ 2-SIMPS(N~ MSTA12 STRAP TIES. iഀ 7, 1 3/4" X 11 1/4" M.Lഀ CONN. RIDGE BM, TO HEADER BM, W/ SIMPSON HU11 FACE MOUNT BM. HANGAR, CONN. VALLEY 1ഀ BMS. TO HEADER BM. PER 7/S-3. uഀ 9. 3-1 3/4" X 7.1/4" M.L. HEADER OVER OPNG, BELOW. 'ഀ 10.4-2X6 STUD PACK UNDER RIDGE BM:~DOWN. TQ TOP QF DEADER BELOW, CONN. RIDGE.BM. TOഀ TOP OF STUD PACK W/ 2-SIMPSON MSTA12 SCRAP TIES.ഀ L J iഀ 4 3 4 NEW WQODഀ DECKഀ 1ഀ 2ഀ Iഀ 5ഀ EXISTINGഀ ` M BED 200 I' YYഀ J hഀ 11ഀ P Aft R V FRA UPPഀ KEYNOTESഀ „ X 1. 2X10 JOISTS ~ 16 O.C, MA .ഀ iഀ 2. 2X10 LEDG~t NAILED TO EA, EXIST, STUD W/ 5-164, FLUSH FRAME NEW 2Xi0 JOISTS T4 LI SiMPSON U21O FACE MOUNT JOIST HANGERS. Iഀ ,ഀ 3, 4X10 {D.F. ~1) EDGE BM., SET OUTSIDE EDGE OF BM. FLUSH Wj OUTSIDE EDGE (?F $X$ G01ഀ FRAME 2X10 JOISTS TO INSIDE FACE OF BM. W/ SIMPSON U210 FACE MOUNT JOIST HANGERഀ 4. 8X8 WOOD COL UNDER 4X10 BM. BRG. TO FDB., CONN. 4X10 BM. TO TOP OF 8X8 COL W/ P OF 8X8 COL W/ 3/4°O X 12-ഀ LAG BOLT COUNTERSUNK INTO TOP OF BM. W/ 6' PENETRATION INTO TOP OF COL P OF COLഀ ProjW No:ഀ 5. REFER TO HEADER AND JAMB SCHEDULE AS NECCESSARY.ഀ 0659ഀ Sheet W.ഀ S-2ഀ 2X6 ~ 16" 7/16" Jഀ 8dഀ L ,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUC110N, THE BLOCKഀ ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 1 2" EXP. JT. CONT. TYP. PANEL L DWL. 32 DIAM., 1 -6 / ( )ഀ z MIN., SEE NOTES EXT. V 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. ~ - 32 DIAM. ~ 2 TYP. 2" X 5 1/2" STEMഀ a_ ~ ALT. 1'-6" MIN, 4 TYP. VERT. _ T 2X6 P ~ ~ WALL BLOCK OUഀ 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL N01ES AND TYPICAL ° i~ BENDS d VERT. BARS . BARS TYP AS SHOWN iഀ DETAILS. N • I ° cv ~ i SEE PLANഀ rഀ 4, ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDI110N OF THE INTL. BUILDING CODE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY POR110N ~ ~ SLAB INSUL, SEE - -ഀ OF THE WORK. ~ ~ ARCH., TYP. v: _ _ഀ 1 TYP. VERT. CORNER BARS MAY BE _ - ~ ~ ~ (r~ nഀ 4 AGG. BASE I I=I (I=-) I I=III=I I 5. ALL GONSIRUGTION AND MATERIALS SHALL COMPLY WITH THE DETAILED REQUIREMENTS AS NOTED USED IN LIEU OF BENDING _ _ - - _ COURSE, _III_III=111_III_IIഀ IN THE PROJECT CONTRACT DOCUMENTS. WALL REINFORCING BUT LAP i i-iii-iii-~ i i-iii 2#5ഀ EACH END 32 DIAM. (F') 4 l~ 12" HORIZ. IN RS CTION SP ICE CORN R # #4 ~ഀ 6. A.S,T.M. SPEGIFIGA110NS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. ~ CL SINGLE BARS -4ഀ CONCRETE NOTES:ഀ 1, ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 1 THE 32 DIAM. 1'-fi" MIN. CORNER BEND SHALL BE BASED ON ' yfഀ " „ ( ~ INTERSECTfON SPLICE CORNER BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE {ACT 318 LATEST EDI110N) WITH LARGEST BAR SIZE IN CORNER SPLICE.ഀ MODIFICAT1ONS AS NOTED 1N THE DRAWINGS OR SPECIFICATIONS. 2, WHERE CORNER BARS r ARE USED, PROVIDE ONE FOR EA. DOUBLE BARS CONC. FDN. WALL 4 OWLS J ~ fഀ I AND 32 DIAM. ~ " HORIZ. BAR REQUIRING CORNER BEND. S ZE " " 1-8 W~ 2. ALL STRUCTURAL CONCRETE, INCLUDING FOUNDATIONS, WALLS AND SLABS ON GRADE 2`-0"MIN.) BENDS SHALL BE BASED ON LARGEST BAR SIZE 4 8 tഀ ( SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,DDO PSI. IN CORNER SPLICE.ഀ 3. WHERE TYP. VERT. HORIZ. BARS ARE SHOWN IN ABOVE DTLS. CONT. CONC,ഀ 3. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. G-15O TYPE I OR TYPE II. PROVIDE BARS OF SAME SIZE AND DETAIL AS SHOWN ON FTC.,ഀ i SPACING SHOWN IN ° DRWGS, BUT NOT LESS THAN S ZE &ഀ 4, AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF MINIMUM REINFORCING SCHEDULE WHERE REINFORCING IS NOT SEE PLAN A.S.T.M. C-~3 AND PROJECT SPECIFICATIONS, EXCEPTIONS MAY BE USED ONLY WITH PERMISSION Jഀ SHOWN. OF THE STRUCTURAL ENGINEER. ALTERNATE DWL 1'-4"ഀ BENDS IN FTC., TYP. Iഀ 5. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO A.S.T.M, G-94.ഀ CONTINUOUS CONC. FOOTING AND ~ഀ 6. PLACEMENT OF CONCRETE SHALL CONFORM TO AGI STANDARD 614 AND PROJECT SPEGIF1GAlIONS. ETAILS S-~ 3/4" = 1`-0" WALL REINFORCING Dഀ 7. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS:ഀ A. CONCRETE PLACED DIRECTLY jഀ AGAINST EARTH 3" CLEAR TO REINFORCINGഀ B. FORMED CONCRETE WITHഀ EARTH BACKFILL 2" CLEAR iഀ 8. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL 8E WELL Iഀ SECURED IN POSITION PRIOR TO PLACING CONCRETE.ഀ 9. LAP ALL REINF. AT SPLCES 32 BAR DIAMETERS U.N.O.ഀ RE1NFORGING FOR CONCRETE SIMPSON U26 FACEഀ 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "$UILDING MOUNT JOIST HANGER CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACT 318 LATEST EDI110N}, AND THE "MANUAL 2X6 BLKG.ഀ OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUC110N" (C.R.S.I. LATEST EDITION}ഀ AS MODIF€ED BY THE CONTRACT DOCUMENTS.ഀ SIMPSON H3 2X1D BLKG.ഀ 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615 GRADE 6D EXCEPT FOR #3 AND #4 BARS WHICH MAY BE GRADE 40. EA. JOISTഀ 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. SEE PLAN FORഀ LADDER-FRAMEDഀ 4. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. JOISTS SIMPSON H3 EA. JOISTഀ 2-2X6 PL 5, DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING OR „ഀ 7116 OSB „ BIRD-MOUTH BRG. NUMBER AS THE VERTICAL REINFORCING AND SHALL BE TIED TOGETHER 4TH WIRE, 2X6 416ഀ CONN. RIDGE BM. 2-2X6 PL TO CROSS BM. W zഀ „ / SOLID SAWN LUMBER CUT 2X12 TO 5 1/2 . BM. HANGER PERഀ FOR SOFFlT ~ 2X6 416" p~Nഀ 1. ALL WOOD FRAMING SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFlCATION uഀ FOR WOOD CONSTRUCTION", LATEST EDITION, RECOMMENDED BY THE "NATIONAL 7/16" OSBഀ FOREST PRODUCTS ASSOCIATION".ഀ 2, ALL WOOD STRUCTURAL MEMBERS SHALL BE MARKED HEM-FIR NO. 2 OR 'ഀ 5 ~ BETTER BY A RECOGNIZED (WCLIB} GRADING AGENCY.ഀ 3/4 = 1-0 3/4 1 D S-,~ /ഀ 3. ALL SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSUREഀ TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 8" FROM THE END OF A BOARD OF FROM A HOLE OR NOTCH GREATER THAN 1/3 THE WIDTH OF A PLATE, ANDഀ SPACED AT INTERVALS NOTED.ഀ 4. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. VENEER PERഀ ARCH.ഀ 5. DOUBLE AND TRIPLE BUILT-UP SOLID SAWN WOOD MEMBERS SHALL BE SPIKED TOGETHER WITH TWO 16-D NAILS SPADED AT 16" STAGGERER 1ഀ 2#5 CONT.ഀ 6. TYP. WALL ANCHOR BOLTS SHALL BE 1/2"N X 12" 4 32" O.C. MAX,ഀ #4 412" O.C. VERT., GL WALL oഀ 7. ALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATER BEND 2'-D" INTO 4 412 HORIZ. Iഀ SLABഀ DESIGN CRITERIA ~ 412" O.C. MAX. EA. WAYഀ 1. ROOF: DEAD LOAD = 15 PSF, UVE LOAD = 86 PSF SNOW . ~ 2#5 CONT.ഀ ( } 2 -0 BE D ~ '-0" BEND Uഀ 2. FLOOR:. DEAD LOAD = 25 PSF, LIVE LOAD = 40 PSF. SEE PLANഀ 3. DECKS: DEAD LOAD = 10 PSF, LIVE LOAD = 86 PSF. - _ ~I~lfഀ n n III-III- 4. WAND: 9O MPH, EXPOSURE C. I I=1 11=1 11=1 11=I I ~ 1-~ഀ II~III~I~IM ~I „ഀ 5. FOUNDATION DESIGN BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF " 2~5 CONT.ഀ 1.5OD PSF WHICH SHAL BE VERIFlED BY OPEN HOLE INSPEC110N AT 11ME OF FOUNDATIONഀ CONSTRUCTION.ഀ 6. BUILDING CODE: 2DD3 IRC. #4 412" O.C. VERT., Iഀ BEND 2'-D" INTO ~ഀ 7. FROST DEPTH = 48", SLAB .ഀ #4 412 HORiZ. 4 CL WALLഀ 2 5 GONT, # ,ഀ 8"ഀ ഀ t ~ഀ ഀ iഀ memo"ഀ Project No:ഀ S 4659ഀ Sheet No:ഀ S=3ഀ • • • • . • XENON CDYE LIGHtING NOTE: ALL GUTTERS, DDUlN°vP0UT3 AND LEADERS tD I~CEIYE HEAT TAPE FDR WALL MTD. LIGHt FIXTUREഀ SY PEGASUS FULL LENCxTH. TABഀ PENDANT LIGHT FIXTUREഀ ® SURFAGE MOUNTED FLU0I~SGENT LIGHt FIXNRE Associatesഀ REGESSED LIGHT FIXTUREഀ I---- r__--ഀ FI ____J ~ SURFACE MTD. LIGHT XTURE - - - - - PostO(fiCe8oxr431ഀ HIGH GUTtER DOII,NSF'OUT I-ഀ I RECESSED CEILING SPOTLf~IT I Fഀ (ഀ WALL MOUNTED SPOTLIGHT Iഀ r Iഀ 1` n UNDER GASNET SURPAGE LOW GUTTER DOU~tSF'OUT (ഀ MDI,~ITED FLUOt~SCENT LIGHT ~ KEY OPERATED SWITCH Iഀ FIXTUf~ K Iഀ SWITCH MANUAL START SWITCH J-SOX Iഀ 3-WAY SWItCH M PYG LEADER I PILOT LIGHt SWITCH TD DAYLIGHTഀ s I Pഀ ~-WAY ~uiTCH ~ n I LOW VOLTAGE SWITCH ~ p cn yഀ ¢ ° to - DIMMER SWITCH LV 4 ~ ~ GRADE u. Iഀ P YARIASLE SPEEp SWITCH ~ ~ I ~ aഀ Vs I .I z ~ Cif SUIITGH ~ 0 - Iഀ fL THERMAL OVERLOAD SuJITGH I I ~ w ~ , TO ~ w Q Iഀ TIMED SWITCH ~ I ~1 ~ഀ ~ I I ~ T MG MOMENtARY GONtACt SWItGH ~ ~ ~ Iഀ WATE SWITCH Iഀ WP r tHERMOSTAT ( I ~ ~ ELECTRIC OPERATORഀ CEO SELL ~ Tഀ ~ PUPLEx OUTLET rഀ ~ GARAGE OPENER/ SELL SUTTON I J SINGLE OUTLEt Lഀ ~ TELEPHONE Lഀ SWITCHED DUPLEX OUTLETഀ GFIOUTLET T l1" ~ COMPORT- COMdEEC W ~ GGNPUIT. HOhERUN FROMഀ WATERPRCN~F OUTLET TELEPHONE SDX TD OFFICE ~ഀ ® FLOOR OUTLEt EYISIONഀ ~I TEL FOUR ILEX OUTLETഀ PANELഀ Q JUNCTION SOXഀ MDtOR PI°~GG'~hNEGTഀ JUNCTION SOX FOR HEAT TAPE HTഀ EXHAUST FANഀ REINFORGEP JUNCTION SOX Wl , BLOCKING FOR I=ANഀ J FAN/LIGHTഀ STEP LIGHT Q) 220V SPECIAL OUTLETഀ ~ SMOKE DETECTOR r ~ c . R L R1ഀ ~ RATE of RISE/ MOTOR HEAT DETECTOR iഀ 1ഀ ഀ i 1ഀ ഀ ഀ ~L iഀ ഀ 3 _ഀ lt~ഀ iഀ or -ഀ Jഀ I_ഀ n~~n<ഀ Projed No:ഀ 0659ഀ Sheet No:ഀ E2.1ഀ