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HomeMy WebLinkAboutBIGHORN TONWHOMES UNIT A4General Notes਍ഀ This structure has been designed to meet the requirements of the 1991 Uniform Building Code with਍ഀ amendments as adapted by the Town of Vail.਍ഀ All omissions or conflicts between various elements of the working drawings and/or specifications shall਍ഀ be brought to the attention of the Structural Engineer before proceeding with any work so involved. The਍ഀ General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for਍ഀ the means, methods, techniques, sequences and procedures associated with this project. Furthermore, he਍ഀ shall be responsible for coordination of all work and materials including those furnished by਍ഀ subcontractors. The Structural Engineer shall be contacted during the construction phase to make the job਍ഀ site inspections necessary to confirm that the actual field conditions are consistent with the design਍ഀ assumptions and that the construction is proceeding according to the plans and specifications.਍ഀ Live Loads Used In Design:਍ഀ Roof 80 psf਍ഀ Floors 40 psf਍ഀ Decks 125 psf਍ഀ Earthquake Zone I UBC਍ഀ Wind 80 mph਍ഀ The foundation design for this residence is based upon an assumed bearing਍ഀ capac of Soils Engineer shall be contacted during excavation to inspect the site and confirm that20 ndit ons are਍ഀ consistent with this assumption. The General Contractor should review the Soils Engineer's report and਍ഀ follow its recommendations for excavation, bacldilling, grading and drainage systems.਍ഀ Specifications਍ഀ All framing lumber to be #2 Doug-fir or better.਍ഀ All micro=tam's to be manufactured by Trus Joist MacMillan and conform to the allowable stress਍ഀ requirements for a 13/4" 1.8DF Micro=Lam LVL.਍ഀ All Glue-lam beams to conform to the allowable stress requirements for a F24-V4 combination beam.਍ഀ All connection hardware to be by The Simpson Company.਍ഀ All floor decking to be 3/4" C-D Int-"A 42/20 T & G plywood. Glue sheathing to joists with PL400਍ഀ and nail with 10d @ 6" o.c. at panel edges and 12" o.c. in the field.਍ഀ All wall sheathing to be 1/2" oriented strand board. Nail with 8d @ 6" o.c. at panel edges and @ 12" o.c.਍ഀ in the field.਍ഀ All concrete to attain a compressive strength of 3000 psi in 28 days.਍ഀ All #4 and #5 reinforcing bars to be Grade 40.਍ഀ Gw~th mey਍ഀ Pratt਍ഀ Schultz਍ഀ ArthlleCfs, p.c.਍ഀ kCXaC7 S. frontage Rd. West V~d, Cobrado 8K~57਍ഀ Tek 13031476-1141਍ഀ fax t3(J31 476-k51?਍ഀ - PAINTED SOFFIT PAINTED SOFFIT SITE PLAN਍ഀ OPEN la~ - o~਍ഀ 36 15 i. SHELVES 30 18਍ഀ T81 a 30 30 27 30 33 30 123਍ഀ r: . ~ u i 30 30 MIRROR਍ഀ i1LE SPLASH TILE $PLA5N 71 LE 5P4ASN REF TACT A਍ഀ v ,L, OP਍ഀ F{~~SNE ~ FIN, Sid TO $N VES B I GNG12N TOWNi-~OUS~S ~਍ഀ BACK OW } mwTCU CAeINETs਍ഀ V8 33 S8 27 8 30 8 24' e21 Ce2e਍ഀ 089਍ഀ I 2 3 4 5਍ഀ KIT " ~਍ഀ ~ .਍ഀ i f'1 ~ F-਍ഀ M.C. _ , ,r o਍ഀ . A r Ron p - - i ~>r ~ d਍ഀ r _ . rele ~J ~ ~਍ഀ T~ 3~ i MIRROR r' ~ ~਍ഀ . i ~ ~ ~ . ~ 0਍ഀ I_i_1਍ഀ i ~1਍ഀ ' ' ~ REC. SOAP E~.~_a C92a VB 24 VB 24 ~ ~ if ~਍ഀ 089 6 7 8 9 I0 , ~ ~ ~ / ~4 _਍ഀ ~ ~ ~਍ഀ h-'1 ~ / ~ ~ -o਍ഀ f;~਍ഀ ~ `i ~ -਍ഀ ~਍ഀ ~਍ഀ M.C.਍ഀ E Roo f, t-~਍ഀ ਍ഀ MIRROR T824 ,~j ~,:j `ti਍ഀ R00 _ . a=te ~ ~ ; ~ yS~਍ഀ T818 (~1 ~ ~ ~ <i f `y,਍ഀ a ' C . ti I - T ~ !TON ' 4~>, ``,I*਍ഀ e.' ~ 1 A ~ / /~t f਍ഀ V8 36 kEG. SOAP w_mw.._._... I l4' 1 ' - O'਍ഀ t jjj~~ f i ~ i~਍ഀ 1 J/ 1 11f਍ഀ , f ~ ,਍ഀ t ~ ~ ~਍ഀ 0 . i cC?NC;਍ഀ I ~ ~~w ,wat~਍ഀ ~ ~਍ഀ o ~ >਍ഀ G N A T ~ L NO ES਍ഀ <਍ഀ GENERAL- KEEP STAIRS, CORRIDORS I; ENTRIESlEXITS CLEARI THERMAL E MOISTURE PROTECTION- FINISHES-਍ഀ PROTECT PUBLIC AREAS AND ADJACENT PROPERTY WI TN PROTEC- (NSULATION~' SOFFIT51 > fi. i, of t ~ ,f.~IS਍ഀ TIVE BARRIERS, VERIFY EXISTING DIMENSfONS AS REQUIRED, _EXTERIOR WALLS- R-19 FIBERGLASS GATT INSULATION. _1X8 V-GROOVE FIR AT NEW ENTRY. ALL WORK IS TQ CQMPLY WITH THE APPLICABLE EDITION OF _ROOFS° R-38 FIBERGLASS BATT INSULATION. SIDING+਍ഀ THE UNIFORM BUILDING, MECHANIGAL, PLUMBING, AND ELEC- _6 MIL POLYETHYLENE VAPOR BARRIER AT INSIDE FACE OF _MATCH EXISTING. bf I du;xd iJ :'.va: F ray Jr., FSenryR '''a^ :m S r਍ഀ TRICAL CODES, FEDERAL, STATE, AND LOCAL REGULATIONS. EXTERIOR STUDS AND RAFTERS. CERAMIC TiLEI਍ഀ COgE5. AND ORDINANCES, AND LOCAL UTILITY REQUIREMENTS. `SHEATWING~ _TO BE SUPPLIED BY OWNER, INSTALLED BY G.C. REMOVE ALL CONSTRUCTION MATERIALS, TRASH E pEBR1S FROM _SUBFLOORING- 3/4' C-D INT°APA A2/20 PLYWOOD. -INSTALL WONDER-BOARD. DUROCK BACKING BOARD WHERE TILE਍ഀ SITE AT COMPLETION OF JOB. -WALLS- I/2' APA RATED SHEATHING - EXTERIOR GLUE IS THINSET. WHERE 711E਍ഀ SPAN RATING 32lib.' I5tt BUILDING PAPER WATERPROOFING FLOORING਍ഀ THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE. FOR AND HAVE CONTROL -ROOFS- 518' C-C EXT-APA 32/16 PLYWOOD. -CARPET SUPPLIED BY OTHERS. DATE;਍ഀ '.OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND 'ROQFlNG+ NO CHANGE STAIN+ PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE'WORK. ANY SEALANTS+ STAINIDOORS AND TRIM. 17 AUGUST 94਍ഀ MATERIAL SUBSTITUTIONS ARE TQ BE APPROVED BY THE ARCHITECT. -MATCH COLOR QF ADJACENT MATERIALS. SUBMIT COLOR FOR -COLORS TO BE SELECTED.਍ഀ APPROVAL. _lNTERIOR WOOD T4 NAVE FIRST COAT STAIN, SECOND COAT 9N~ coar REVISED.਍ഀ -USE TWO COMPONENT POLYURETHANE AT EXTERIORS, FOAM SEALER, THIRD COAT LACQUER. SITEWORK- SEALANT 'AT VOIDS IN EXTERIOR OPENINGS, SILICONE AT -TEMPORARILY REMOVE OR MASK EXPOSED HARDWARE ANO GLASS 28 APRIL 95਍ഀ SLTEWORK PREPARATLON+ BATHTUBS AND SHCNVER$, LATEX ACRYLIC AT INTERIORS. WHEN PAINTING.਍ഀ -GENERAL CONTRACTOR RESPONSIBLE FOR OBTA'1NING ALL _PRQViOE BACKING RODS..ANO BONG BREAKERS A5 RECOMMENDED SPECIALTIES-਍ഀ REQUJRED HERMITS, BY MANUFACTURER. SHELVING+਍ഀ -IDENTIFY ANO CLEARLY MARK UNDERGROUND UTILITY LINES, -APPLY SEALANT AT JOINTS"BETWEEN EXTERIOR DOOR AND -INSTALL WO00 RODS AND SHELVES 1N CLQSETS. PIPE, CABLE AND CONDUITS. WINDOW FRAMES AND ROUGH FRAMING. FILL ALL VOIDS WfTH FIREPLACES AND STOVES=਍ഀ _SOtLS REPORTS TQ BE KEPT`ON JOBSITE. FOAM SEALANT. _NEATILATOR TD36 WITH NARGROVE GAS LOG. INSTALL PER਍ഀ ''SURVEY CNECK+ -APPLY SEALANT AT OQQR THRESHOLDS, JOINTS BETWEEN TOWN OF VAIL REQUIREMENTS,਍ഀ -VERIFY LOCATIONS AND PRQVIOE CLEAR MARKING DIFFERENT MATERIALS, AROUND LAVATORIES, BATHTUBS AND TOILET AND BATH ACCESSORIES+ SUPPLIED BY C7~VNER, OF PROPERTY LINES, SETBACK LIVES. EASEMENTS, AND RIGHTS SHQWERS. INSTALLED BY CONTRACTOR.਍ഀ OF `WAY.. DOORS £ WINDOWS- -PROVIDE SOLID BLOCKING FOR FASTENERS.਍ഀ `EXCAVATION+ DOORSI ALL 6-PANEL਍ഀ -IMMEDIATELY INVESTIGATE ANY UNEXPECTED SUBSURFACE _PROV{DE DOORS AS SHONM ON DRAWINGS AND DOOR SCHEDULE= EQUIPMENT- CONDITIONS THAT APPEAR DURING EXCAVATION. -GLAZING AS PER DOOR SCHEDULE. KITCHEN AND LAUNDRY APPLIANCESI BY UYVNER਍ഀ -KEEP EXCAVATION PITS AND_TRENCN FLOORS LEVEL IF HARDWARE--LOCKSETS= REFRiGERATOR-਍ഀ DRAINAGE NOT REQUIRED, CONSISTENT IF SLOPED TO DRALN. _PROVLpE LQCKSETS AS PER DOOR SCHEDULE. OISN WASNER-਍ഀ _CLEAN EXCAVATLONS OF DEBRIS AND LOOSE:.DIRT, AND-KEEP ~U5E MASTER KEYS DURING CONSTRUCTION. OISPOSER-਍ഀ CLEAN BEFORE POURING CQNCRETE; ~RE-KEY TO INDIVIDUAL LOCKS AND DELIVER KEYS AND OVEN/COOKTOP- '`-IMMEDIATELY REMOVE C}iRT, ROCK OR OTHER DEBRIS THAT INSTRUCTIONS TQ OWNER WITN'PERMANENT TAGS. MICROWAVE-਍ഀ SPILLS ONTO PAV{NG OR PLANTING AREAS HARDWARE--PLATES, DOOR STOPS AND `HOLDERS= WASHER- - ~਍ഀ _PROVIDE TEMPORARY`DRAINAGE AS NECESSARY TO PREVENT -PROVIDE SOL10 BLOCKING FOR DOOR STOPS. DRYER-਍ഀ PONDING, EROSION OR SPILLOVER. vINSTALL WEATHERSTRIPPING HARDWARE AS REQUIRED FOR TiGH7 FIT AT HEAD, JAMBS AND SILL. fURNlSi-I1NGS-਍ഀ STRUCTURAL- WINDOWS= KITCHEN ~ BATH CABlNETS~ SELECTED BY O~NNER,਍ഀ REFER T6 STRUCTURAL DRAWINGS. ^BID AS WINDSOR WOOD CLAD CASEMENTS WI TN INSULATED INSTAL LEO BY CONTRACTOR.਍ഀ GLAZING, REFER TO DRAWINGS FOR SIZES. -REFER TO DRAWINGS FOR LAYOUT. ELECTRICAL FIXTURES AND TRIM aaa.਍ഀ WOOD- -ALTERNATE BID FOR REPLACING ALL EXISTING WINDOWS WINDOW TREATMENTS TO BE SUPPLIED AND INSTALLED BY OWNER. -REFER TO ELECTRICAL FIXTURE SCHEDULE ShE'C11(T18C OWNER. ELECTRICAL DEVICES, !)ATE'਍ഀ FINISH CARPENTRY AND MILLWORK WITH NEW WINDOWS WITH INSULATED GLAZING. -STORE V400D AS REQUIRED TO PREVENT DAMAGE AND MOISTURE SPECIAL CONSTRUCTION- NOT USED _LEVITON SERIES 5500 SWITCHES AND SERIES 5014 DUPLEX਍ഀ ABSORPTION. RECEPTACLES WITH PLASTIC COVERS.਍ഀ ,ADD PRESERVATIVE TREATMENT OR BACKPPIMING TO WOOD THAT਍ഀ WILL BE EXPOSED TO POTENTIAL ROT CONDITIONS. -INSTALL RUNNING TRIMIN MAXIMUM LENGTHS, DO NOT USE਍ഀ SHORT PIECES OR SPLICING, p Town of Vail਍ഀ PROTECT FINISH WORK FROM CONSTRUCTION DAMAGE. U U-UIDY I c G਍ഀ i''਍ഀ Gwath mey਍ഀ Pratt਍ഀ Schultz਍ഀ Archlte~cts, p.c.਍ഀ 1000 S. Frontage Rd West਍ഀ Vai, Cdorado 81657 Tet 13031476-1147਍ഀ Frnc 13031 476-1612਍ഀ 8'5' 8'II'਍ഀ ._-__._~M.___~__਍ഀ U ~,_______,____l i "਍ഀ III I f ~ ~ f ~਍ഀ II III ~ 1 L _ ~ ~ \ ! N਍ഀ I I I_~ C_~ C I ________~I਍ഀ L_`, ~'T I I II ~18 ~ I4 II2 ~ 13 i q 8 BAT N 1 v਍ഀ I d f !i I aATU z਍ഀ rl___~ ~ ~ I ~ ~ ~ 1 l4 _ I਍ഀ r 13t--- i' ~ SOUNp GATT ~਍ഀ II ~ ~ REMOVE WALLS, pOORS f f ANO FIXTURES AS SN(A^M I _਍ഀ ~ r ti.. - ~ 2,~. 3.Q• 2F~~ i _ .਍ഀ f _ i r__I I ~ ~ _m~c_ VERIFY STRUCTURE PRIOR਍ഀ ~ I I 1 I II I 6EDROOM 3 17 I II TO OEMOU TION " i _ _ ,਍ഀ rr- I J ~ .I I ~ I਍ഀ I---- I -u_ SOUND GATT਍ഀ II ~ II _ r਍ഀ kl I5 cv _ I BEDROOM I BEORUOM 2 `.y਍ഀ ~ - - ~ ~ REMOVE PROJECTED WINDCW, ; ~ I ~ i਍ഀ " ~ I STRUCTURE ANO RQOF I, I '._f+,,'. i i ~ t I,l~ I ~ I = ~ I"I ~ _ _ . _ ~a_ ll i • 2 ~ o 1 "I i ~ -਍ഀ I__~~. ~ I਍ഀ I਍ഀ w _ uD I - _ _਍ഀ ~ ~ , tt਍ഀ I I -਍ഀ ' I E਍ഀ I਍ഀ 1----1਍ഀ VJ ~ I ~ }਍ഀ _਍ഀ 1਍ഀ r~ I~ X਍ഀ I/4' I'- Q'਍ഀ }਍ഀ Id਍ഀ ਍ഀ i - Ii I-਍ഀ i I I I਍ഀ I I i i --I l i਍ഀ r i _਍ഀ I i REMOVE CA6INETS i਍ഀ ~ - I i ANO APPLIANCES਍ഀ i II਍ഀ I n_-_ _ _ -i਍ഀ i i it ~ --a I I ~ T਍ഀ i I ~ ~ i I i ill I 1i~ ~ I I਍ഀ I 1 i II____~,___I( _ i i 1 T___ _______i~__ _਍ഀ ~ ~ ~ i਍ഀ i I it ~ i i ~਍ഀ l i II ~ i f ~ i it 1 ) ` REMOVE FfREPI.ACE਍ഀ i ~ -I਍ഀ r I c r I I I਍ഀ i਍ഀ 1 i i ~ i਍ഀ ~ I i i OVERFRAME SEATING PIT਍ഀ I ~਍ഀ ._~_.a~~i--------- I਍ഀ i਍ഀ I਍ഀ i I਍ഀ t G.. ~._.._._~s.~~.,.. L~,_>਍ഀ ` LINE dF FLOOR ABV਍ഀ NEV਍ഀ 5਍ഀ ~~ti਍ഀ I਍ഀ  Sheet Number਍ഀ F12ST FLOOD DEMOLITION PLAN F 1 Q j FLOQQ QEMODEL PLAN Town of Vail਍ഀ A-2਍ഀ 114' 1 0# UFFIUE COPY"਍ഀ Gwath mey਍ഀ Pratt਍ഀ _ T-__ __a_ 1 Schultz਍ഀ DOOR SGNEDULE ~ - Architects, p.c.਍ഀ __------1-____.___~_ _ 1000 S Frontage Rd West Vd, Cobrado 81657਍ഀ N0. SIZE HARDWARE ~INISU REMARKS ~ _ I Tek (303) 476-1147਍ഀ Fax 1303) 476-1612਍ഀ I 3'0' X 6'8' D53P0 PAINT - I -਍ഀ 2 2 ' 6' X 6 ' 8' D I OS STAIN ____.v਍ഀ ____~_T_.____.___ ~ T _ _ _ _ . _ _ _ _ ~ _ _ . _਍ഀ 3 3' 0' X 6' 8' D53PD PAINT਍ഀ T ~ ____.v__--਍ഀ 4 4'0' X 6'8' S AIN EXISTING਍ഀ 5 2'8' X 6'8' - STAIN POCKET DOOR਍ഀ _ _ A ~ I f 1 1਍ഀ 6 5'0' X 6'8' PULLS STAIN BIFOLD DOOR 1 EXISTING II਍ഀ r _ . _ ~ WALL I i i i ~਍ഀ ` 7 2'0' X 6' DI STAIN I 8 OS ( 1਍ഀ ~i _ i i c--- _ _ _ ~ > s਍ഀ 8 NOT USED j _.A._..-._ G i _.____..v_~__.~..-_._.._.--~..__...,,.__.~_਍ഀ L________਍ഀ 9 NOT USED ~ ~ ' E°਍ഀ 10 2'6' X 6'8' DIOS STAIN਍ഀ s.u_..__.._._ J ~ j਍ഀ 11 4'0' X 6'8' PULLS STAIN BIFOLD DOOR NEW SUPPORT { i਍ഀ - COLUMNS I ~ °°°°I਍ഀ 12 4'0' X 6'8' PULLS STAIN BIFOLD DOOR ~ - I_____---਍ഀ NEW DOOR਍ഀ 13 2'4' X 6'8' A40S STAIN AND WINDOW __wa____ _਍ഀ 14 2'4' X 6'8' A4pS STAIN਍ഀ I5 2'6` X 6'8' DIGS STAIN ' _ _ A _ _਍ഀ 16 4'0' X 6'8' PULLS STAIN BIFOLD DOOR ~਍ഀ 1/4' I' 0'਍ഀ 17 2'6' X 6'8' DIOS STAIN਍ഀ 18 4'0' X 6'8' PULLS STAIN BIFOLD DOOR਍ഀ } z਍ഀ / ,-a਍ഀ ਍ഀ TYPICAL FINfSH HARDWARE 70 BE SELECTED AND BID AS SCHLAGE. SPLIT HARDWARE WI TN POL, CNRCtv1E INSIDE AT POWDER ROOM AND BATHS. I਍ഀ {਍ഀ i਍ഀ ~l਍ഀ I਍ഀ ~ , 1 1਍ഀ i i਍ഀ _ L਍ഀ I t਍ഀ {਍ഀ i -਍ഀ I਍ഀ I਍ഀ I਍ഀ G t਍ഀ t਍ഀ I਍ഀ i.਍ഀ N਍ഀ DELETED਍ഀ s~-a'਍ഀ ਍ഀ / \ \ \਍ഀ \ / i ~ \ ~ f / 1 (n਍ഀ `Q ~ i ~ ~ I.਍ഀ SLIDING GLASS WiNDQW e਍ഀ 3244 2-24sQ 4 20 4 0 3238 3238 IN TRACK KV OR EQUAL਍ഀ A B C D E F਍ഀ WINDOW B TO BE CUSTOM UNiT DESiGNEp FOR iMPACT.LOADS਍ഀ AS DESCRI,,BED IN LETTER.1^ROM ARTHUR I. MEARS; P.E., ING.਍ഀ DATED DECEMBER b, 1993 AND ANALYSIS AND MITIGATION RECOMMENDATIONS FOR BERNAQDO RESIpENGE, DECEMBER 1990,਍ഀ INSTALL PER MANUFACTURER'S INSTRUCTIONS.਍ഀ  i Sheet Number਍ഀ NEW WINDOWS TO BE WOOD CLAD WITH INSULATED GLAZING. TINT TO MATCH EXISTING.਍ഀ WINDOW MANUFACTURER WINDSOR OR EQUAL.਍ഀ TRIM NEW WINDOVVS TO MATCH EXISTING DETAILS਍ഀ NORTN ELEVATION Town of Vaii A-3਍ഀ 1/4' • 1 0- F ICE਍ഀ I਍ഀ Gwath mey਍ഀ Pratt਍ഀ Schultz਍ഀ Architects, p.c.਍ഀ 1000 S, Frontage Rd West਍ഀ Vd Cokxodo 81657 Tek (3031476-1147਍ഀ Fax 13031 476-I6Y2਍ഀ ii਍ഀ a . _ t t ~਍ഀ . Q਍ഀ 1਍ഀ X਍ഀ N਍ഀ N਍ഀ . ,਍ഀ ryf.P _ -਍ഀ a tJ਍ഀ _ EXLSTING RIDGE SEAM GEARING 5 ~ O CONDITION 70 8E REVIEWED 6Y਍ഀ STRUCTURAL ENGINEER DURING਍ഀ DEMOLITION PRIOR TO REMOVAL OF ry'~b ~L ANY WALLS. N' / ~ ~ d ~ ~ ~ ~ ~\,,,1,/~਍ഀ o ~ 0 4਍ഀ i N Q ~਍ഀ N Z ~਍ഀ _ ~ j ~ ~ _ _ ~਍ഀ 2-2Xb 1-2X6 _ • lJ਍ഀ i,. .1.਍ഀ U /਍ഀ 0਍ഀ m਍ഀ ~00~ ~~AMIN~ PLAN਍ഀ (.I~਍ഀ 10' DIA. X 3'b' PIER W/ 2 ~5 4ERT, ON 2'0' X Y'0' X 9' PAO W/ 3.4 E.W.਍ഀ e z ~a ocwiEls I਍ഀ TYP. OF 7 PLACES.਍ഀ b ~b਍ഀ b '♦'b b y h~ ~ Copyrlghi਍ഀ t~ p GwathmeylPraff/Schuitz Architects P,C.਍ഀ PC66 . _ _ A~ Rlghis t2eserved਍ഀ ' T਍ഀ ਍ഀ b ! x, .਍ഀ b਍ഀ PC66 ' 8pT਍ഀ i U਍ഀ 0 0਍ഀ _u~਍ഀ ~5਍ഀ • f i.~਍ഀ - M1 0' " I 0 i਍ഀ r਍ഀ `,EXISTING਍ഀ ~C : PAp--'-H f! ~ ' NEW 2x 10਍ഀ 0 ~ ~ l ~ e - I i 4~ • 16 O.C. ~ 1. . .m..- _ .m . ~o- _ _ M.._਍ഀ _ ,਍ഀ b਍ഀ t ~ 0 ! i x f ' \ x ~਍ഀ 66 NEW BIOCKING. T BETWEEN DECK਍ഀ JOISTS਍ഀ b 4਍ഀ b 2X8 • 16 O.C. p k~਍ഀ a~ d._ _ . - - -਍ഀ i 16' X 16' PAD ~ r dXi6 i__._ ._a _ W! 3 a4 E,W.਍ഀ ~ ~਍ഀ ACib PAIR 'FIELD f._ COORDINATE,਍ഀ TNiS A95 BEARING t SIDE ,K਍ഀ r 40ND 1 T I ON _ . , N' i਍ഀ ~ i਍ഀ ' Exlsrlr~C r;~OST E PIER - TO'REMAIN਍ഀ  Sheet Nor਍ഀ Town of 10a਍ഀ m਍ഀ IGE uur I f਍ഀ FIRST FLOOD FRAMING PLAN SECOND F LOOP FPAM l NG PLAN਍ഀ 1/4' . 1 0'਍ഀ Gwath may਍ഀ Pratt਍ഀ Schultz਍ഀ i Archllects, p.c.਍ഀ 1000 S. Front~ga Rd West਍ഀ ELECTRICAL FIXTURE SCHEDULE Vd Cobrado 81657 Tat (3033 476-A47਍ഀ Fax 4303) 476-16T2਍ഀ ALL FIXTURES SUPPLIED BY OWNER. VERIFY MOUNTING HEIGHTS FOR EACH਍ഀ WALL MOUNTED FIXTURE. i . _~~X _ ~ ~X _਍ഀ u X਍ഀ E NEW SW I TCN - -਍ഀ f TO EXISTING i਍ഀ OUTLET AND ~ -਍ഀ LIGNTS ~਍ഀ z X ~ ~਍ഀ D[ NEW SWITCH਍ഀ I TO EXISTING /਍ഀ OUTLET ANO਍ഀ LIGUTS ~਍ഀ 3਍ഀ E tt p਍ഀ I ~X ~ ~ Q਍ഀ ~ ~ z਍ഀ X -~X ~X ~ ~ o਍ഀ C~ ~ o਍ഀ ~ ~਍ഀ v! J਍ഀ ad਍ഀ z'਍ഀ z਍ഀ o਍ഀ k.: °਍ഀ Z S~COf~D FL00~ ~L~CT~ICAL PLAN ~ o਍ഀ 1/4' 1'- 0' ~ ~ W਍ഀ \:J CQ਍ഀ 0਍ഀ m~m ~ L11 d'਍ഀ W਍ഀ V1.਍ഀ L.... 44 ~ 1-. .n.__~...਍ഀ ~ 6at~hr~nety/Pratt/Schtltz ' Archltecte ftC:਍ഀ ~u Rights kegerv~d਍ഀ Thle docwnent and the ideas © and designs hcorporafed਍ഀ harsh,-as an hstnmani of਍ഀ i Y' pprrafeakmd serNce, k the ~ X ~.3. - 3 Sch~uletzyA~chitecathrcPiey/~P1r~ /਍ഀ ~ not to be used, h whole or h਍ഀ ~ ~ wl~thd~t thsivrltten a~ith~otlzalron I ~ of Edwvd M Gwathmey Jr.਍ഀ _ _ ~ I , hknry R Pratt or Sidney Sch~itr.਍ഀ I~ n ~ ~,.1 ~ ■਍ഀ I਍ഀ DATE;਍ഀ ~ ~ 0 0 {7 AUGUST 94਍ഀ REVISED;਍ഀ - 4 2$ APRIL 95 f਍ഀ X ~ LaNER EXISTING਍ഀ ELECTRICAL AND TV OUTLETS t0਍ഀ ' _ H~ I2'AFF. PHONE਍ഀ = L਍ഀ ਍ഀ t਍ഀ  Sheet NLnber਍ഀ FIRST FLOOR ELECTRICAL PLAN਍ഀ 1/4' ► ' 0" Town of Vail E f਍ഀ F I E UO"' uo" P Y਍ഀ i਍ഀ