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Home My WebLink AboutB06-0237 PlansLynn FL;F. Pierc e. ce. Architect - rclLilcct FRITZLEN PIERCE ARCHITECTS William F. Pice A Katie Heslinga. Business N /laalager VAIL, COLORADO Y « , Cohen Residence — RE: Plan Check Comments 265 Beaver Dam Road Vail, CO 81657 0 Plan approval from Town of Vail Public Works and Vail Fire Dept. is required prior to issuance of a building permit. Currently being reviewed by both departments. Architectural Comments• 0 Include existing floor plans or a building area summary to clearly show total gross additional square footage of building area proposed. As -Built floor plans are included in the back of the Permit Set and are indicated on the cover sheet (A000). 0 Clarify construction type listed on sheet A000. Plans list construction type as 5A. It appears the existing R -3 occupancy duplex would be type V -B construction. Construction type has been changed to type V -B on cover sheet (A000) 0 Include all plan sheets as listed on the cover page. Plan sets submitted with the building permit application do not contain any building section sheets. Building sections are now included in Permit Set. 0 Provide cross section or reflected ceiling plan clearly showing ceiling heights. Minimum ceiling height is 7' in habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements. (R305.1) Building sections are now included in Permit Set. 0 Specify upper and lower rafter space ventilation. Provide vents equal to 1 /150th of the roof space area. Indicate on plans method of ventilation to be used Example: soffit vents, ridge vent, gable end vents. (R806) Required notation placed on the Roof Plan (A203) 0 Specify underfloor cross - ventilation at 1 sq. ft. per 150 sq. ft. of the crawl space floor area. Indicate location and size of vents. (R408) Required notation placed on the Lower Level Floor Plan (A201) Amend plans to show the new stairway design to comply with the following: (R311.5) 0 - maximum riser height 7 3 /a" Noted on A801 0 - minimum tread depth of 10" Noted on A801 r 0 - handrail on at least one side of stairway 34 " -38" above nosing of treads Noted on A801 FRITZLEN 1650 EasL Vail Valley Dried. Fallridee G I PIERCE Vail, Colorado 81657 P: 970.476.034? F: 970,476.4901 E: iufoC'vailarchiteets . com FRITZLEN PIERCE ARCHITECTS VAIL, COLORADO 0 - handrail ends to be returned to wall or terminate in newel posts Noted on A801 0 - handgrip portion of handrails shall be 1 1/4 " -2" in cross sectional dimension ' 4 Noted on A8O1 0 - handrails to be continuous between landings (can be interrupted by a newel post at a turn) Noted on A801 b D sta . irway shall fiat Fise FAeFe than 12' %'eFtieally between landing Spot Elevations on the Site Plan indicate that the vertical change between the t.o. stair and the b.o. stair is less than 12' (Sheet A801) D � rz (N /A) 0 Include typical construction details or sections for all new exterior wall assemblies. See 9/A801 — Typical wall detail FRITZLEN 1650 East Vail Valley Drive, Fallridee C- 1, PIERCE , ail. Colorado 31657 P: 970.476.0342 F: 970.476,4901 E: in PoCvaiLarchitects . com mr�M-r Wr-r-M_ NMI A.F.F. ABOVE FIN15HED FLOOR 2005 IRO AF.G ABOVE FIN15HED GRADE 2005 IRO ACOU5. ACOUSTICAL Jr. 'JOINT ADJ. ADJUSTABLE LAM. LAMINATE ANCH. ANCHOR LAV. LAVATORY APPROX. APPROXIMATELY LIN. LINEN ARCH. ARCHITECTURAL LT. L16HT ATTEN. ATTENUATION LT.INT, LICYHTM16HT AWN AWNING M.H. MANHOLE BPRM. BEDROOM M.O. MA50NRY OPENING 512. BOARD MACH. MACHINE 51-126. BUILPIN6 M. MASTER BLK. BLOCK MAX. MAXIMUM BLR. BOILER MECH. MECHANICAL BM. BEAM MTL. METAL WT. BOTTOM MF&R. MANUFACTURER C.B. CATCH BASIN MIN. MINIMUM C.G. CORNER 6UAR2 M'yi MICROWAVE O.J. CONTROL JOINT MTO. MOUNTED O.M.U. CONCRETE MASONRY UNIT N.I.G. NOT IN CONTRACT G.O. CLEAN OUT NECY NECESSARY G.T. CERAMIC, TILE (N) NEW CAB. CABINET NOM. NOMINAL OEM. CEMENT O.C. ON CENTER GER. CERAMIC O.D. OUTSIDE DIAMETER C.I.P. CAST IN PLACE OF6. OPENING CL6. CEILING FT. FAINT CLO5. CIL05ET PARTN. PARTITION CLR. CLEARANCE PH. PHONE COL. COLUMN FL. PLATE CON. CONCRETE PLA5. PLASTER CONT. CONTINUOUS PLNK, PLANK OON5T. CONSTRUCTION FLY0. PLYWOOD OPT. CARPET PORO. PORCELAIN V. DRYER O.T. OUARRY TILE P.PNI D15HKA5HER R. RISERS PaL. DOUBLE R.D. ROOF DRAIN PET. DETAIL R.O. ROV.71-11 OPENING DIA., DIAMETER RAP. RADIUS PIA6. DIAGONAL RE: REFERENCE DIM. DIMEN51ON REO. RECESSED ON. DOWN REF, REFRIGERATOR DR. DRAIN REINF. REINFORCED Dm DRMIN6 REOV REQUIRED DUMPSTR. PUMF5TER RES. RE515TANT E.J. EXPAN51ON JOINT RESIL. RESILIENT EA. EACH RET. RETAINING FL. ELEVATION REV. REVISION ELECT. ELECTRICAL RM. ROOM ENG. ENGINEER R.5. ROUGH 5AYqN Eo. EGUAL 5,5. STAINLESS STEEL EQUIP. EGUIPMENT S.V. SHEET VINYL EXIST. EX15TINO 50HED, SCHEDULE EXP. EXPAN51ON SECT. SECTION EXT. EXTERIOR 56LT STRUCTURAL 6LU-LAM TIMBER F.D. FLOOR DRAIN 5HT. SHEET FDN. FFE FOUNDATION FINISH FLOOR ELEVATION 5HLV5. SHELVE5 F IN, FINISH SIM. SIMILAR FIR. FLOOR SPEC. SPECIFICATION FIX. FIXTURE 50. ST. SQUARE STAIN FLUOR. FLUORESCENT 5TO. STANDARD FFHI5 FREEZE PROOF H05E 515 !STL. STEEL FREZ. FRM. FREEZER FRAME 5TRUOT. STRUCTURAL FT. FOOT %5F. SUSPENDED FTC?. FOOTIN& T. TB TREADS TOWEL BAR F.V. G.I. FIELD VERIFY 6ALVANIZED IRON T$B TOP AND BOTTOM (5FF. 6A5 FIRE PLACE T$(5 TONGUE AND GROOVE 6A. GAUGE T.O.C. TOP OF CONCRETE rvALV. GALVANIZED TEL. THRU TELEPHONE THROUGH 7EN. C 6L. GENERAL 6LA55 T.P.H TOILET PAPER HOLDER CRT. GROUT T.O. TOP OF GYP. 6YPSUM T.O.V. TOWN OF VAIL c7pe. GYPSUM WALL BOARD T.O.W. T.V. TOP OF WALL TELEVISION H.B. H.M. H05EBID HOLLOJN METAL TYR TYPICAL HORL, HAND RAIL U.O.N. UNLESS OTHE"15E NOTED HP. HEAD V.O.P. VITRIFIED CLAY PIPE HDI HARDP400P V.O.T. VINYL COMP051TION TILE HORIZ. H) HORIZONTAL VERT. (V) VERTIC�AL HT. HEIGHT Y4. WASHER HTR. HEATER W.G. WATER CLOSET IN. INCH W.F. WIPE FLANGE IK%L. INSULATION W.P. W.W.F. WATERPROOF WELDED WIRE FABRIC INT. INTERIOR WATER -RE5. WATER RESISTANT 1w. INVERT yo. JUNOT ION BOX K/O WHO UT NITHOUT MISC. ABBRE-VIATION5 (P ROUND JAV WITH 0 PE&REE5 4 5GUARE FOOT PLU5 OR MINU5 PROPERTY LINE 4 AN&LE 4-1 CENTER LINE DRANIN& CONVENTIONS DETAIL DE G VeTA& WHMR SHEET "4M;M SHOM BLDG. SECTION DESIGNATOR ' 4^SECTION LETTM SHELr V+0 5HOM 100 LEVEL INDICATOR loo '-0 SPOT LEV ION < Asa � AIRM LmTmR SHOM Fv-4-2 SYSTEM NOTES DESIGNATOR POOP, VES16NATOR, ROOM NA45M DOOR K445EX WINDOW VES16NATOR, REFERENCE ROOM NAMt NAME -z ROOM NUMBER OM FINISH REVISED AREA OF vRq"INrzl ADDENDUM KEY PLAN VESI&NATOR, CEILING HEIGHT WI WALL TYPE LUMBER PLYIA4000 STUD WALL CMu GROUND LINE ■ 9' ]:: 6P BILL PIERCE, PRINCIPAL IN CHAR49E : FRITZLEN PIERCE ARCHITECT5 1650 E. VAIL VALLEY DRIVE, 01 VAIL, COLORADO 5165 P: cl70.476.6542 F: ct70.476.4c[Ol E: BILLoVAILARCHITECT5.00M C TO BE 5ELECTED BY OWNER COMPANY: ADDRE55: CITY, 5T: P: BOYLE ENGINEERING 145 E MEADOW DRIVE #5cl0 VAIL, CO 51657 P: ( 476-2170 F: ( 476-4555 E: E30YLFr H E N E N E ADMIN1571RATIVE INFO. LBOAL 299—kAIffElghl OF 265 BEAVER DAM ROAD - UNIT A LOT 40, BLOCK 7, VAIL \/ALL;= 15T FILIN6, VAIL, COLORADO 81657 PARCEL #21010*7112016 BUILDINCB CODE SUMMARY 2005 IRCI 2005 IRO COMPACTED BACKFILL GRAVEL 2005 IRO PAVERS EX15TIN& WALL PRIMARY/517-CONDARY 4.' Olp. CONCRETE STEEL < .................. BATT INSULATION P161P INSULATION STONE CONCRETE FLATIAORK LUMBER PLYIA4000 STUD WALL CMu GROUND LINE ■ 9' ]:: 6P BILL PIERCE, PRINCIPAL IN CHAR49E : FRITZLEN PIERCE ARCHITECT5 1650 E. VAIL VALLEY DRIVE, 01 VAIL, COLORADO 5165 P: cl70.476.6542 F: ct70.476.4c[Ol E: BILLoVAILARCHITECT5.00M C TO BE 5ELECTED BY OWNER COMPANY: ADDRE55: CITY, 5T: P: BOYLE ENGINEERING 145 E MEADOW DRIVE #5cl0 VAIL, CO 51657 P: ( 476-2170 F: ( 476-4555 E: E30YLFr H E N E N E ADMIN1571RATIVE INFO. LBOAL 299—kAIffElghl OF 265 BEAVER DAM ROAD - UNIT A LOT 40, BLOCK 7, VAIL \/ALL;= 15T FILIN6, VAIL, COLORADO 81657 PARCEL #21010*7112016 BUILDINCB CODE SUMMARY 2005 IRCI 2005 IRO 2005 IRO 2005 IRO 00000 \/-B PRIMARY/517-CONDARY PROJECT VIRECTORY 6550 Rl\/FR51DE DRIVE ATLANTA, 6A 30525 P: 404.115.5555 E: DMCCH@YAHCC.COM I I I u z I I V < U z '-n Ij) n < cz 411 > 0 — u U-1 z Lu --j < > 0 C L LLJ In > "oo C-4 0 u U in, SEP 1 12006 Ll TOWN! O F VA! 6'U6. 2, 2006 =INAL DR55- &,U&. 14, 2006 31P 5F-T 4 ,L)6. 15, 2006 ='ERMIT 5ET 5EFT. 5, 2006 NDDENDA #1 - PERMIT N 141 welm SETBACK TRUE NORTH m__ Sr,ALE : I" = 10'-0" CONSTRUCTION P15TURBANc, FABRIC SILT BARRIER STAPLED TO 2X2 P05T5 @ 45" O.G. KITH 501L PLACED ON THE CONSTRUCTION DISTURBANCE SIDE OF POSTS. FABRIC TO EXTEND 6' MIN. FLAT ON UNDISTURBED GRADE BENEATH PLACED SOIL. 6: l 'Mir l g- licilkin SCALE: I" = 10 PLACE AROUND AREA5 EROSION CONTROL FENGE AT EXTENTS OF 51TE D15TUR5ANOE LEC7ENr,> SEYqER, LINE 5yi- TELEPHONE LINE -TELE ELECTRICAL LINE -E CABLE LINE T\/- &A5 LINE WATER LINE LIMITS OF DISTURBANCE EX15TINC, CONTOUR5 DEMO CONTOURS PROP05EV CONTOURS EXISTING TREES PROPOSED TREES CEMO TREES STAGING AREAS �'� *NOTE: IF POSSIBLE, DEMO TREES WILL BE P,ELOaATr=r,> TO THE LOCATION OF A PROPOSED TREE (STATUS OF TREE TO BE DETERMINED BY THE ARBORIST ON 51TE DURING EXTRACTION} TREES LABELED INDIVIDUALLY A5 TO SPECIFIC SPECIES m MA 26, 2006 REV. LIMITS 07 Dl'– R5 AUC7. 2_2006 FINAL DRf3 SJBMI' AU6.14, 2006 51r; SET AUG. 15, 2006 PERMIT SET SEPT. a, 9006 ADDENDA #1 - PERMIT Li j u z LIJ < z r% < LLJ 00 C) Lr) < < < > LU z :: < > 0 r-L LLJ (=� < > Lu "o 0 L) r K I FRITZLEN P IE R CE A R C H I T E C T S rl; E r:)J-U= — --------------- — — I I FLAT ROOF o " ,- \ OF DIS F— DRIVE DRAIN OMP TO BE r_Y1r_mr)r_r) Tn r)QA1w AWAY rvnm rw__♦ I WORM-011 LEC7ENQ SERER LINE _SN_ TELEPHONE LINE -TELE- ELECTRICAL LINE _E CABLE LINE -TV GAS LINE 6 RATER LINE -N LIMITS OF DISTURBANCE . . . . . . . . . EXISTING CONTOURS DEMO CONTOURS PROPOSED CONTOURS EXISTING TREES PROPOSED TREES DEMO TREES STAGING AREAS *NOTE: IF POSSIBLE, DEMO TREES RILL BE RELOCATED TO THE LOCATION OF A PROPOSED TREE (STATUS OF TREE TO BE DETERMINED BY THE ARBOR15T ON SITE DURINS EXTRACTION) TREES LABELED INDIVIDUALLY AS TO SPECIFIC SPECIES LU u z l_ z LL Ln < r- Lmu 6.6. LU z > > CL < < > A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.c.om fax(970) 476-4901 (970) 476-6342 ENLAR(5ED 5 1 TE FLAN ENLA'f'�<67ED SITE FLAN 5(,'ALF: I" = 5-0" O ' A\ A\ MA 26, 2006 REV. LIMITS OF P15TUR5 AU(5. 2, 2006 FINAL DRB 5UBMITTAL AU(5.14,200(o 1310 SET AUC:,. 15, 2006 PERMIT SET" SEPT. 5, 2006 Ar;)EDENPA # - PERMIT FAN REMOVE t FILL EXIST. WINDOW E BEDROOM 20' SETBACK AT I 106 0 7 7 11 7 BATHROOM INSTALL NEW FRIV RFC. ROOM 5GREEN ON WINDOW 112 EXIST. NINVON5 TO REMAIN A110 A2 REMOVE STEPS7 F- L t PLATFORM o b LOWER LEVEL WALL NEW PRIVACY "I 2 r11:2 SCREEN ON NWON K N 7 BATH I ON 1 205 z REMOVE EXIST. r.1LO5ET k' OSET n 206 i BEDROOM F.F. 1 2047 NEW BUILT -IN CA51NET5 - DE516N TO BE SELECTED BATH BY OWNER 202 E30ILF-R 1 10 Arm "W LOCATION OF NEW 5NOINMELT BOILER Mal EXIST. NINDON5 TO REMAIN ------------- I 1 ---------- F5 BEDROOM 6UE5T BED F.F. STORAG AREA FOR 5KI 570RA6E llr� (OWNER TO SELECT DESIGN O WITH CONTRACTOR) No FEMME/ H.B. EX15T. FLOORING 20 MIN. RATE DO MATERIAL To 10:22 rL05t=R SMOKE 5E REMAIN SLOPE TO DRAIN -DRAIN To IP;)A STEP DOWN TO LINE OF GARAGE LEVEL EX15TIN& / BUILDINIS , GARAGE 101 MEDIA] COM �s" PE "X" G.B. ON 51164'-5" A I Q2 i CEIL 6- AND WALLS �NZA617- F.F. OF 6AkX�- EX15T. FLOORING MATERIAL To SLOPE To DRAIN REMAIN DRAIN TO DAYLIGHT LOCATION OF 5T L BEAM r 8165' -2 I ABOVE T9-5UPPORT LOWER LEVE I PROP05ED DINING ROOM O (REF. 5TRUCT) sos I I 2 f l// rrrfflll/ 1flrTl� /�fff%fffffjflfrfffffffr%rrfrfl � I , ,� �-; T � � ��. , REMOVE EXISTING MUPROOM EX15T. STAIR TO BE PARTITION WALL - REMO\/f=r,> (VERIFY NITH A NEW HEATED CODE MR) 5165'-2 1/2 5TRUCT. T=N6INE LOY4ER LEVEL t 0 MPLIANT STAIR NI 5ANP5TONE TREADS STORAGE A (REF. 5TRUCT) �) BATHROOM 104 -.7 —1 L EX15T. RETAINING WALL N STONE VEENER TO REMAIN (PATCH VEENER A5 REW TRUE NORTH APPDX. 1 50. FT. (APPDX. 140 5a. FT. OF PROP05ED CRAWL 5FACE) OF VENT REO. FOR UNDERFLOOR CRO55-VENTILATION (1 50. FT./I50 50. FT. OF CRAWL 5FACE - IRG 2005, SECTION R405) - TO BE LOCATED BY CONTRACTOR EXPAN510N OF LOWER LEVEL BEDROOM TO EXTEND V-6 Y:2 FROM EXISTING BEDROOM WALL NEW BALCONETTE - OPEN GRATE FLOOR WITH METAL HANDRAIL PER CODE LINE OF EX15T. BUILDING ROOF LINE ABOVE r,>Rl\/r-NAY DRAIN - DRAIN To DAYLIGHT LINE Or- PROP05ED T.O. DRAIN TO), ` TO DRAIN *SLOPE N - f=r OT TO X0E r T- VERIFY LOCA OF PROP05ED WALL IN FIELD *DO NOT INTRUDE INTO DO NOT EXCEED MORE THAN 5'-0" INTO SETBACK 5TRUCT. BEAMS TO EXTEND TO SUPPORT DECK ABOVE - WRAP BEAMS YV WOOD TRIt- NEW SMALL RET. WALL T.O.N. b8'-2" B.O.W. 65'-0" INSTALL NEW PRIVACY 50REEN ON WINDOWS LO.AER LE\/EL FLOOR` PLAN 50 ALE. 1/4" = 1'-0" ISSUE RECORD MAY 15, 2005 Pro SUBMITTAL JULY la, 2006 REVISION (To\/ REGUE5T AUG. 2, 2006 FINAL PRB SUBMITTAL AUG. 14, 2006 BID 5ET AUG. 15, 2006 PERMIT 5f=T A 5EFT. 5, 2006 ADDENDA #1 - PERMIT A2 15SUANOE 11.101.08 �V F 'I L-17-j 0 BUILEDINO AREA SUMMAR"T" APPR X. EXISTING BUILDING 5OUARE FOOTAGE 0 C YSIFR Lf=\/r 2555 50. FT. PER LEVEL 21501 50. FT. PROPOSED 5WARE FOOTAGE LOWER LEVEL - 1055 50. FT. ME-VIA ROOM - 400 50. FT. *(EX15T. (5ARA(5r= CONVERTED TO MEDIA ROOM) BEDROOM - 140 50. FT. NEW GARAGE - 545 50. FT. UPPER LEVEL - 455 So. FT. M5TR. BEDROOM - 165 50. FT. DINING ROOM - 525 50. FT. < TOTAL ADDITIONAL PROP05ED BUILDING FOOTPRINT - uj ,- z 7 685 50. FT. -t-1 Lr) Lf) 0 Ln W ��'ov Q 0 u uj > CL. LLJ C7 < = > Lr) t�o 0 m I M G F7 IL A R C H I T E C T S (3, N R EEM F `,7AI APF'R-C)VAL 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476-6342 LONER LEVEL FLOOR PLAN tWc/ (E) ROOF BELOW \ (NO MODIFICATIONS) REMOVE (E) REMOVE (E) _W INDOW W INDOW was wzb - 5, <E'rNOTE NEN CONSTRUCTION =r_>/"`i===1r1.11 L INE 20' SETBACK BATH' MASTER 10 FLO ORING TO BE BEDROOM zz SELECTED BY OYqNF=fPZ:'�', 405 r 401 C �� ry EXISTING BUIL7IN6 DEMOLITION AREAS NOTF: SELECTED NINI;>ONS ON THE NORTH ELEVATION THAT ARE TO BE REMOVED ARE TO BE FRAMF-1:;), FILLED, AND FAINTEE TO MATCH EXISTING. EXPANSION OF UPPER LEVEL BEDROOM TO EXTEND 5' Y:2" FROM EXISTING BEDROOM WALL - REF. 5TRUCT. FOR CONSTRUCTION rawynoww'Ams � REMOVE BEAM ABOVE LINE OF EXIST. BUILDING NEW DALCONETTE - OPEN ORATE FLOOR WITH METAL HANDRAIL PER CODE m IM APPROX. EXISTING BUIL DING SQUARE FOOTAGE LOWER LEVEL w 2555 50. FT, UPPER LEVEL 215 50. FT. PROPOSED SQUARE FOOTAGE — LOWER LEVEL — 1085 50. FT. MEDIA ROOM — 400 50. FT. *(EXIST. GARAGE CONVERTED TO MEDIA ROOM) BEDROOM — 140 50. FT. NEW GARAGE — 545 50. FT. UPPER LEVEL — 405 50. FT. M5TR. BEDROOM — 165 Sa. FT. DINING ROOM — 525 50. FT. TOTAL ADDITIONAL PROPOSED BUILDING FOOTPRINT 655 50. FT. 117—A EDGE OF GARAGE WALL BELOW VERIFY LOCATION OF PROPOSED WALL IN FIELD - *Do NOT INTRUDE INTO SETBACK *DO NOT EXCEED 0 MORE THAN 5-0" It t:N I KT ff�� -T5ACK INTO SE UPPER LEVEL,-- 115 �:2 7/1 (\/ERIFY IN FIELD) io T VLOORIN& TO BE L TED -BY E - (�, ONN77" KITCHEN 14' v 1 '-4 1/2" oo SLOPE TO _Fc RE E 1 14 . ....... 1-1, =N HEATED STAIR kNITH DRAIN NE SANDSTONE TREADS x W (REF. 5TRUrT) RANGE WI TH DokNNDRAFT LL V W -- T X ru E 06 0 N ._J I J�i 1 a 1111mm tlU _4 SANDSTONE TREAD REMOVE EXIST. AT LANDING LEVEL STAIR 4 SNOW MELT EXIST. WALL CAP NEW HEATED STONE PAYING TO REMAIN zt= OVER NEW 60 MILL EXIST. STONE VENEER (EXTEND PATCH PER SOUTH ELEVATION) REMOVE STAIRS AND SLOPE ROOF LINE ABOVE NALNA TO STREET NEW STONE VENEER 1 51/2 FIELD VERIFY EXACT DIM. TRUE NORTH I •ii0p ilmm iiwj MAMA SCALF. 1/4" = 1'-0" iwwwmmjj�� Lu 404 40 u _41 z /FLOORING TO Ei h W I SELECTED BY C;V4Nf= M5TR BED LEVEL 17 -lo 01 ROOF LINE ABOVE :D u- Lf) REMOVE LOWER WINDOW *WINDOW STUDY T- co Lr) �I- Ln ABOVE TO REMAIN (DOES NOT INFRINGE ON 0 REMOVE EX15T. F.P. 4 L05ET 0 WITH NEW REPLACE 0 4 � PRIVACY 1555UE AND ADDRESSES PRE CONCERNS 402 j 6A5 APPLIANCE - 7 , 0 u cz -------------- (D 0 cj � ABOUT REMOVAL OF ALL �77 - REMOVE CL- WINDOWS ON NORHT FACADE) z — — — — — — — — — WIND < > REMOVE EXIST. 50LID x FRAMED RAILING s F.P H-13 I ' REPLACE WITH CODE \j woa COMPLIANT OPEN METAL RAIL W WOOD ((so CLOSET, NEV4 W BAR/ BUILT IN 50 30-7 CABINETS DE TO CAP :2 BE SELECTED BY ONNER - _ X , f SL O P S TO DRA�IN!.- 'SLOPED BEAMS EXISTING BUIL7IN6 DEMOLITION AREAS NOTF: SELECTED NINI;>ONS ON THE NORTH ELEVATION THAT ARE TO BE REMOVED ARE TO BE FRAMF-1:;), FILLED, AND FAINTEE TO MATCH EXISTING. EXPANSION OF UPPER LEVEL BEDROOM TO EXTEND 5' Y:2" FROM EXISTING BEDROOM WALL - REF. 5TRUCT. FOR CONSTRUCTION rawynoww'Ams � REMOVE BEAM ABOVE LINE OF EXIST. BUILDING NEW DALCONETTE - OPEN ORATE FLOOR WITH METAL HANDRAIL PER CODE m IM APPROX. EXISTING BUIL DING SQUARE FOOTAGE LOWER LEVEL w 2555 50. FT, UPPER LEVEL 215 50. FT. PROPOSED SQUARE FOOTAGE — LOWER LEVEL — 1085 50. FT. MEDIA ROOM — 400 50. FT. *(EXIST. GARAGE CONVERTED TO MEDIA ROOM) BEDROOM — 140 50. FT. NEW GARAGE — 545 50. FT. UPPER LEVEL — 405 50. FT. M5TR. BEDROOM — 165 Sa. FT. DINING ROOM — 525 50. FT. TOTAL ADDITIONAL PROPOSED BUILDING FOOTPRINT 655 50. FT. 117—A EDGE OF GARAGE WALL BELOW VERIFY LOCATION OF PROPOSED WALL IN FIELD - *Do NOT INTRUDE INTO SETBACK *DO NOT EXCEED 0 MORE THAN 5-0" It t:N I KT ff�� -T5ACK INTO SE UPPER LEVEL,-- 115 �:2 7/1 (\/ERIFY IN FIELD) io T VLOORIN& TO BE L TED -BY E - (�, ONN77" KITCHEN 14' v 1 '-4 1/2" oo SLOPE TO _Fc RE E 1 14 . ....... 1-1, =N HEATED STAIR kNITH DRAIN NE SANDSTONE TREADS x W (REF. 5TRUrT) RANGE WI TH DokNNDRAFT LL V W -- T X ru E 06 0 N ._J I J�i 1 a 1111mm tlU _4 SANDSTONE TREAD REMOVE EXIST. AT LANDING LEVEL STAIR 4 SNOW MELT EXIST. WALL CAP NEW HEATED STONE PAYING TO REMAIN zt= OVER NEW 60 MILL EXIST. STONE VENEER (EXTEND PATCH PER SOUTH ELEVATION) REMOVE STAIRS AND SLOPE ROOF LINE ABOVE NALNA TO STREET NEW STONE VENEER 1 51/2 FIELD VERIFY EXACT DIM. TRUE NORTH I •ii0p ilmm iiwj MAMA SCALF. 1/4" = 1'-0" iwwwmmjj�� Lu u z W F__ U z :D u- Lf) T- co Lr) �I- Ln 0 0 4 � 0 u L (D 0 cj � z > CL- Lu Lu m < > 1650 E. Vail Valley Dr. Fallridge C- Vail, CO 81657 vailarchitects.corn fax(970) 476-4901 (970) 476-6342 UPR LE\\,/E FLOOR PLAN A R C H I T E C T S t p P 0 9 ' AWN P 'j I ISSUE RECORD I AUG. 2, 2006 FINAL DRE3 SUBMITTAL AUG. 14, 2006 BID SET AUG. 15, 2006 PERMIT 5FT SEPT. 5, 2006 ADDENDA #1 — PERMIT 11.1cl.05 15 1`- a 100 RRENT DORMER ROOF OVERHANG 'OPO5Ev I )RMER ROOF OVERHANG ARCH I T E C T S TRUE: NORTH FLAN t ORTH r r - 7,1 q ' REW CIIIIE" 1 1 7 1 3TAFF APPROVAJ- 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 ROOF FLAN SCALE 1/4" = 1'-0" 0 LI&HTIN& i<E"' $ 5YiITCH WIRE � POWER O` RECE55F CAN L IGHT �O WALL MOUNTED LIGHT < RE0555ED DIRECTIONAL L IGHT JUNCTION BOX -V TFLEVI510N JACK '4 PHONE JACK *WHERE AN'( PROP05TED L16HT5 ARE LOCATED IN OL05ET5 - BUL55 ARE TO BE FLOURESCENT 0 APRIL 21, 200(o 5UOMITTAL APRIL 25,2-00(? 5UE3MITTAL Lu z L z Li 0 ce C)e < u z LLJ 0 u CL Lu c" LLJ q Lr) "Do L u =-XoFr-D AN 5'-0" BACK FlUTZE P I E R C E A R C H I T E C T S TRUE NORTH LOWER LE\/EL REFLEGTED CEILING PLAN Sr-,ALE: 1/4" = I'-C" 14 A WE )RTH L16HTIN6 <E� $ SWITCH WIRE � POWER 0 Rf=017-55ED CAN LIGHT FO WALL MOUNTED L16HT FO RECE DIRECTIONAL LIGHT JUNOTION BOX TELEVISION JACK PHONE JACK *WHERE ANY PROPOSED LIGHTS ARE LOCATED IN OL.05ET5 - BUL55 ARE TO BE FLOURE50ENT K R��L�GT�D G�IL PL,4N UFFE" LE\/EL SCALE 1/4" = 1'-0" ISSUE RECORD APRIL 21, 2006 SUOr APRIL :25, 2006 5U5 MAY 15,20C& PEC SUBMITTAL JULY 15, 2006 RE\/1!510N (TOV Rr AUG. 2, 2006 FINAL DR5 5U5MITTAL AUG 14, 2006 BID 5l AUG. 15, 2006 PERMIT 5f SEPT. e,, 2006 Ar,>r,* #1 — PERMIT ZL U-j L) z L < 1-- z CE Lr) < 00 Lr) () u < < cu 0 ce -j _ C)5 --j U.1 > < > U ce CL LW cm < > Lu kt,m) r t 1 1�140) 1650 E. Vail Valley Dr, Falfridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 r-,EILIN(5 PLAN A I T E C T S edcl' 1 ALL NEW FASCIA - :2x R.S. TIGHT KNOT CEDAR VV COPPER DRIP 4 RAKE FLASHING NEW DORMER OVER T.O.RID6ff I M5TR. BED. F.k. e?1 UPPER F.F.� 816011_611 4 UPPER F.F. .......... ... LOVeR. 6ARA6E F., ja ;., I Vru_ 3.Jr"U✓WL_ r 1 11 1 " SANDSTONE CAP P4L_r I J1 I V - V GARAGE DOOR LLL T1 J =111=3 1111 UP 7777 7 "j d P _ LA NEW CODE COMPLIANT METAL RAILING 265 BEAVER DAM 1 275 BEAVER DAM (PARCEL A - LOT 40) (PARCEL 5 - LOT 40) NEW DORMER OVER I MA -7 C, Pc� ;::kr_nr.>1nnM ( *NO CHANSES THIS UNIT TIGHT KNOT CEDAR ( 12 11 �G 11 f I 265 BEAVER DAM 1 275 BEAVER DAM (PARCEL A - LOT 40) (PARCEL B - LOT 40) 1 *NO CHANGES THIS UNIT 275 BEAVER DAM 265 BEAVER DAM 12 (PARCEL 5 - LOT 40) (PARCEL A LOT 40) L11 L> L 275 BEAVER DAM 265 BEAVER DAM (PARCEL B - LOT 40) (PARCEL A - LOT 40) FLAN NORTH TRUE NORTH WEST ELEVATION An ISSUE RECORD AU6. :2, 2006 FINAL DR5 SUBMITTAL AU6. 14, 2006 B SET AU6. 15, 2006 PERMIT SET SEPT. 8, 2006 ADDENDA #1 - PERMIT OCT. 05, 2006 Al:DEN=>A #2 - S. WIND. 11.1 ISSUANCE .." 51CIII-1-1/2" TE , ED. F.F. FRITZLEN P I E R C E . _LONER F.F. T1. vvl'l 'r APPROV"N_ 5C,ALE: 1/4" = 1'-0" �� q log �o A IW- 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 r 4 �Nr ELEVA710NS � � EAST ELE\/ATION \ °, SOALE: 1/4" = P-0" J �?; f �� I� ii j TIT I f= FF I TRUE NORTH WEST ELEVATION An ISSUE RECORD AU6. :2, 2006 FINAL DR5 SUBMITTAL AU6. 14, 2006 B SET AU6. 15, 2006 PERMIT SET SEPT. 8, 2006 ADDENDA #1 - PERMIT OCT. 05, 2006 Al:DEN=>A #2 - S. WIND. 11.1 ISSUANCE .." 51CIII-1-1/2" TE , ED. F.F. FRITZLEN P I E R C E . _LONER F.F. T1. vvl'l 'r APPROV"N_ 5C,ALE: 1/4" = 1'-0" �� q log �o A IW- 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 r 4 �Nr ELEVA710NS � � EAST ELE\/ATION \ °, SOALE: 1/4" = P-0" ISSUE RECORD AU6. 2, 2006 FINAL DR.5 SUBMITTAL AU6. 14, 2006 BID SET AU6. 15, 2006 PERMIT SET SEPT, 5, 2006 ADDENDA #1 — PERMIT OCT. 05, 2006 ADDENDA #2 — S. WIND. A 11.1 4 1.05 :2 1 ISSUANCE PROPOSED 1 1/2 DORMER ROOF OVERHANG rvs wse � � rvss _J ��lll_ :1 IIII 265 BEAVER DAM 1 215 BEAVER DAM (PARCEL A — LOT 40) I (PARCEL B — LOT 40) *NO OHAN&1=5 TH15 UNIT 1 j L I __U L YL _4 Tl � A-L Li -T ir J L L! LL- T 7 if -L 1 1 L I L 1 1 LLJ_ IL _T T I I I I - L L_ 1 1 LL 1, UL ULL 4 47 7 tT L I I I I i - =4- L J _1 - IJ ti j t L A, I ! 11 L L A- 7 U� I i L T J IL LF _ T TF p i T IJIL - 7 j 77 d =1 L 91 i - =77 FF L I Aj I IL 11,11 1L Z 71 jr if 1! YI z Lz -4 INSTALL PRIVAr N D SC REEN ON VqEST z _ , FACING KNDOVq -Z-7 - EL F ---- ------ - 77 - Tuil 17, r- Hill Z'. 1 =,TF 2 yl E Z_ n Z_ L-Ad ------- — l� - 7 Jill 1 265 BEAVER DAM (PARCEL A — LOT 40) 2 BEAVER DAM (PARCEL 5 — LOT 40) *NO CHANI57175 TH15 UNIT WINDOW WITH PRIVACY SCREEN Lu u z Lu I_ z < 0 Lo 0 Lj Lu < C � e < 0 U r) I LU ce 7-j z U-i w > < w Lij L'r) 'Jo 0 0 u Wsmanswilam! PLAN NORTH SCALE 114" = I'-C" m 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 NORTH $ 5OU7H EL EVA71ONS A501 0 t AL TRUE NORTH 1 NORTH E L E \/ T I ON PLAN NORTH SCALE 114" = I'-C" m 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 NORTH $ 5OU7H EL EVA71ONS A501 6/ MUNI= " UA MSTR. E3Er, FF. ROOM LIVING SE"GTION SC.,ALE: 1/4" = I'-V NEW DORMER OVER MASTER BED. REMOVE BEAM (4-2x12 - WRAPPED) REF. 5TRUCT. UPPER F.F. UPPER F.F. LONER F.F. 8164' -8° GARAGE F.F. K&Wmmmiffil 5r-,ALt=: 1/4" = I'-C" a I cl I I - ° C-1 - 1/2 T.O.RID6E T.O.RID(5r NEN ROOF AREA (570 50. FT.) OVER DINING AREA - PROVIDE APPDX. 4 50. FT. OF SOFFIT $ RIDGE VIEWS TO ALLOW FOR ADEGUATE VENTILATION (IRO 2005, 5EOT. Re NEW RAILING 5Y5TEI-I (5T (LE TO BE 5FLEGTED B'r'OWNER) - roDt= r-.OMFLIANOE WITH IRC, 2003, 5t=0T. 8311.5 M5TR. BED. F.F. ISSUE RECORD 200& REVISION ( 1 1"OV ReoUE!5T) l LLJ u z Lu < 1-- z LL Ln r) < LLJ tlo r- 00 0 Ln 0 u r) < If < -j LLJ z > 0 U CL < LLJ L- "o 0 u A 4 ARCH I T E CTS HANDRAIL TO BE CONTINUOUS BETWEEN LANDINGS (INTERUPED BY NEWEL P05T AT TURN ON ENTRANCE LEVEL) NEW CODE COMPLIANT RAILING 5Y5TEM (STYLE TO BE SELECTED BY OWNER) STEEL P05T5 TO BE MOUNTED TO TOP OF CONC. MIN. TREAD DEPTH OF 10" GRIPABLE HANDRAIL TO HAVE A 0 OF I Y4 "< X >2" a O RISER HEIGHT NOT TO EXCEED - 1 5 /4 " 2" SANDSTONE CAP (TO MATCH EXIST) ROCK (TO MATCH EXIST) 5 Y2" MI OUTDOOR STEP LIGHT — (OR SIMILAR) - LI6HT5 SPACED EVERY OTHER TREAD (LlGHT5 TO BE SELECTED BY OWNER) SANDSTONE TREADS 4 R15ER5 — WITH HYDRONIC HEAT PIPE BELOW DIM. ABOVE N NOSING OF STAIR ch TO TOP OF HANDRAIL TO BE 54 "< X >35" FLAGSTONE PAVERS (TO MATCH EXIST) GROUTED IN PLACE WIRE MESH $ HYDRONIC HEAT PIPE METAL P05T TO EXTEND 4 " -6" ABOVE F.F. STONE TO ALLOW FOR SECURE CONNECTION TO RAILING 5YSTEM 2X5 TO WRAP OUTSIDE OF DECK COPPER FLASHING 60 MIL W.P. MEMBRANE — DRAIN MAT 5 4" PLYWOOD 2X TAPERED SLEEPERS (2) 2X5 MICRO. LAM. — (REF. 5TRUCT.) 5 /6" TYPE „ X " G.B. Y2" MAX. STUCCO ENTRY S DETf�IL RAILING DETAIL (T**4rl=.) NEW CODE COMPLIANT — (I RC 2003, SECT. 8311.5) RAILING (SYSTEM (TO BE SELECTED BY OWNER) NEW CODE COMPLIANT (I RC 2003, 5ECT. R5115) STAIRWAY WITH SANDSTONE TREADS RISERS WITH HYDRONIC HEAT PIPE BELOW (STONE TO MATCH EX15T.) HANDRAIL ENDS TO TERMINATE IN NEWEL P05T (E) DOOR IWNDOW TO — MUDROOM SHEATHING $ BUILDING PAPER CAST IN PLACE GONG. CURB STONE F AVER5 H1`I7RON I C HEAT TUB 1 NG WIRE MESH TO MOUNT TUB 1 NG TO 2' 5ANL? BELL REFLECTIVE MEMBRANE 6" GRAVEL BASE EXISTING EARTH i i orlZANOW ►Si7�i� - \I■ SOLE: 5/4" = 1 " —O " TYF'. 1NALL 0ON5TRUGTION i� j SCALE: 1 1/2 " = 1 " -0" 2" 5TONE CAP STONE VENEER 5CdALE : 5/4" = 1 " —O " NEW RAILING SYSTEM ENTRY S NORTH ELF\/ATION SCALE: 5/4 " = 1 " —O " 0 5C ALE: 5 " = 1 " - " (E) T$6 WOOD CEILING r /a"" G.B. (E) GLU -LAM BEAM TO REMAIN REMOVE EXIST. WOOD TRIM AND REPLACE WITH FIN15H WOOD (TO BE SELECTED BY OWNER) "� 1AWALL SECoTION (T) FLAGSTONE PAVERS — (TO MATCH EXIST) GROUTED IN PLACE WIRE MESH 4 HYDRONIC HEAT PIPE DRAIN MAT W.P. MEMBRANE 3 /4" PLYWOOD 2X TAPERED SLEEPERS (2) 2X5 MICRO. LAM. — (REF. 5TRUCT.) 5 /a" TYPE "X" G.B. Y2" MAX. STUCCO 2x6 WOOD TRIM R.5. — TIGHT KNOT CEDAR Ox STEEL BEAM (REF. STRUGT.) Al SCALE: 5/4" = 1 " —O " METAL LATH Wf 5 /4 5TUCCO (PAINTED MATCH EXIST) 5 /a" TYPE -'X" G.B. C 6 MIL. V.B. W/ MET STUD PER 5TRUCT N FULLBATT. IN51) CAULK COPPES FLA5HINC ENTR STAIR" EAST ELE\/AT1011 50,ALE: 5/4 " = 1 " —O " I ISSUE RECORD I AU6. 14, 200(o 151M SET AU6, 15, 2006 PERMIT SET SEPT. S, 200& ADDENDA #1 -- PERMIT W u Lij I -- z 0 Z Z) --� ice. " 1 Lo c) u Lu CL b.d r 'J I E RC E WR SCALE: -/ _ I ,_ DOOR NO. DOOR DOOR 51ZE TYPE RATING DFTAIL5 HDN. SET REMARKS HEAD JAMB JTHRE5H HEAD 101 -1 - I6' -0'" X 8' -O" - - - - GARAGE DOOR 102 - I STAND. 5' - 0" X 6' -8" - - - - 20 MIN RATED DOOR 103 -2 STAND. 2' -8" X b' -8" - - - - STAND. 112 -2 STAND. 2' -4" X 6' -8" - - - - REMOVE EXIST. 5LDR. 4 REPLACE N/ SOLID DR 112 - 3 1 - FOL 4' - O" X 6' -8" - - - - STYLE SELECTED BY OWNER 112 -4 I -FOL 4' -0" X b' -8 " - - - - STYLE SELECTED BY OWNER 201 -1 DBL HI 5' -0" X 6' -8" - - - - DOUBLE HINGED 207 -1 STAND. 2' -4" X 6-8" - - - - STAND. 301 -1 ARCHE V -O" X b' -8" - - - - RELOCATE EXIST. ENTRY - ARCHED TOP 302 - I 1 - FOL 3' -0 " X 6' -8" - - - - BI -FOLD SINGLE 307 -1 STAND. 2' -4 " X 6' -8" - - - - STAND. 507 -2 STAND. 2' -4 X 6-8" - - - - STAND. 308 - I BL HN 4' - b" X 6 " DN - - - EXTERIOR DOUBLE - HINGED 308 - 2 BL HN 4' - 6" X 6 1 - 5 11 - - - - EXTERIOR DOUBLE -H I N6ED 308 -3 BL HN 4' -6" X b' -8" - - - - EXTERIOR DOUBLE - HINGED 402 -1 STAND. 2 -6" X 6' -8" FIXED - - - REMOVE EXIST. DOOR5 $ REPLACE N/ STAND. 405 -1 STAND. 2' -6" X 6-8" - - - - REMOVE EXIST. DOORS # REPLACE N/ STAND. 405 -2 STAND. 2' -2" X 6' -8" - - - - STAND. 405 -3 STAND. 2' -2" X b' -8" - - - - 15TAND. SCALE: -/ _ I ,_ A INDOW SC, SOALE: _ _ 1 IN I SH 50HEDULE WIND. NO. WIND. TYPE RATING WINDOW SIZE HEADER HEIGHT DETAILS :_; TYPE REMARKS HEAD JAMB S ILL WI CASEMENT - 2' -6" x 5' -0" - 102 MUDROOM ND ND DN N2 CASEMENT - 2' - 6 " x 5-0" - ND ND DN DN CONCRETE NB VERIFY - 1' -10" x 3' -a" - DN DN CONCRETE UNFINISHED FLOOR 201 N4 CASEMENT - 2' - x 5' - 8 " - CARPET - 202 FAMILY ROOM ND N5 FIXED - 2' -8" x 3" - - 203 OL05ET ND ND DN N6 OA5EMENT - 2' -8" x 5' -5 - ND TILE DN DN TILE N7 FIXED - VERIFY - DN DN CARPET - TRAPEZOIDAL WINDOW Na FIXE - VERIFY - CARPET - 207 BATHROOM TRAPEZOIDAL WINDOW Nci FIXED - VERIFY - 501 MEDIA ND ND TRAPEZOIDAL WINDOW NIO FIXED - I' -10 " X VARIES - ND ND DN DN TRAPEZOIDAL WINDOW Nil FIXED - 1' - 10 " X 5' - 0 " - DN DN CARPET CARPET IN STAIR T ONER TRAPEZOIDAL WINDOW N12 FIXED - 4'-1" X VAR1E5 - CONCRETE UNFINISHED FLOOR 505 LAUNDRY TRAPEZOIDAL NINDON N15 FIXED - I' -10" X VARIES - 401 MASTER BATH ND TILE DN N14 _ _ _ _ ND TILE DN DN TILE NI5 FIXED - 4' - X 7' -0" - DN DN TILE - 404 Nib FIXED - 4' -7" X VARIES - CARPET - 405 MASTER BEDRM. TRAPEZOIDAL WINOON NI FIXED - 4' -7" X VAR1E5 - 406 LIVING ROOM ND ND TRAPEZOIDAL NINDON NIS FIXED - 4' -7" X VARIES - ND ND DN DN TRAPEZOIDAL NINDON Nlq FIXED - 3' -6" X 4' - 0 " - DN ND ND - 401 N20 FIXED - 3' -6 X 4' - 0 " - ND - 410 KITCHEN ND N21 FIXED - 5' -6" X 4' - 0 " - 501 BEDROOM ND ND DN N22 AWN I NG - 5' -6" X 2 1 - 6 11 - ND ND DN DN CARPET N25 AWNING - 5" -6" X 2' -6" - DN DN TILE - 504 N25 AWNING - 3' - 6 " X 2" -6" 1 - TILE - 505 BEDROOM ND A INDOW SC, SOALE: _ _ 1 IN I SH 50HEDULE ROOM NO. ROOM NAME CASE BASE WALL5 CLG. FLOOR REMARKS 101 ENTRY ND ND DN DN BUFF 5ND5TIS CONC FLR @ 6AR6 ENTRY, STN 5TR5 102 MUDROOM ND ND DN DN BUFF 5ND5T - 103 MECHANICAL ND ND DN DN CONCRETE - 104 6ARA6E ND ND DN DN CONCRETE UNFINISHED FLOOR 201 BEDROOM ND ND DN DN CARPET - 202 FAMILY ROOM ND ND DN DN CARPET TILE @ BAR 203 OL05ET ND ND DN DN CARPET - 204 BATHROOM ND TILE DN DN TILE - 205 BEDROOM ND ND DN DN CARPET - 206 CLOSET ND ND DN DN CARPET - 207 BATHROOM ND TILE DN DN TILE - 501 MEDIA ND ND DN DN CARPET - 502 CL05ET ND ND DN DN CARPET - 503 LANDING ND ND DN DN CARPET CARPET IN STAIR T ONER 304 MECHANICAL ND ND DN DN CONCRETE UNFINISHED FLOOR 505 LAUNDRY ND TILE DN DN TILE - 401 MASTER BATH ND TILE DN DN TILE - 402 BATHROOM ND TILE DN DN TILE - 403 OL05ET ND TILE DN DN TILE - 404 OL05ET ND ND DN DN CARPET - 405 MASTER BEDRM. ND ND Dili DN CARPET - 406 LIVING ROOM ND ND DN ND ND 5TR CARPET TO L I V I N6 /ND FLR -BAR 407 BATHROOM ND ND DN DN ND - 408 DINING ROOM ND ND DN ND ND - 401 PANTRY ND ND DN DN ND - 410 KITCHEN ND ND DN ND ND - 501 BEDROOM ND ND DN DN CARPET - 502 CLOSET ND ND DN DN CARPET - 503 BATHROOM WD TILE DN DN TILE - 504 BATHROOM YVD TILE DN DN TILE - 505 BEDROOM ND ND DI^I DN CARPET - 50b CLOSET WD ND DN DN CARPET - FINISH 5Co,,,HEL"'D01ULE SCALE: -/_ �I _ 1 1 -0 11 AUa. 14, 2006 BID SET AU6. 15, 2006 PERMIT SET SEPT. 8, 2006 ADDENDA #1 - PERMIT LIJ uj 1 epq Ln LIJ me 0U Lu _j C u LLJ z Lu M�> 0< w � 0 r ARCH I T E C T BEDROOM r - - - - - - - - - - - - TRUE NORTH Ll BHT lN0 <E� $ SWITCH POWER 0 RECE55ED CAN LIGHT --- - - - - -J BATH 1 205 - - - - - - - - - - BATHROOM II it "ll 21 - - - - - - - - - - - - - - - -- 21 ROOM EX15TIN6 LIGHTING TO REMAIN FLOURE50ENT LIGHTING , ET I II BEDROOM BEDROOM ; E: 201 KO WALL MOUNTED LIGHT < RECE55EP DIRECTIONAL 1-16HT JUNCTION BOX -0 TELF\/I5ION JACK 4 PHONE JACK *WHERE ANY FROP05ED L16HT5 ARE LOCATED IN OL05FT5 - BUL55 ARE TO BE FLOURF50ENT LOWER LEVEL ELEGTRIGAL PLAN SOALE: 1/4" = 1'-0" im ARCH IT ECTS A ------------- 0° o SAITCH TO ENTRY ABOVE STORAGE c� 1p BATHROOM' 104 KO WALL MOUNTED LIGHT < RECE55EP DIRECTIONAL 1-16HT JUNCTION BOX -0 TELF\/I5ION JACK 4 PHONE JACK *WHERE ANY FROP05ED L16HT5 ARE LOCATED IN OL05FT5 - BUL55 ARE TO BE FLOURF50ENT LOWER LEVEL ELEGTRIGAL PLAN SOALE: 1/4" = 1'-0" im ARCH IT ECTS Ls l C I NC::7 <� SWITCH — — WIRE � POWER 0 RE0E55EV CAN LIGHT 1-0 WALL MOUNTED LIGHT RECE55EP DIRECTIONAL LIGHT JUNCTION BOX -® TELEVISION JACK A PHONE JACK *WHERE ANY PROP05ED LIGHT5 ARE LOCATED IN CLOSETS - BUL135 ARE TO BE PLOURE5CENT SCALE: -/- _ I]-off W ISSUE RECORD AUG. 14, 2006 BID SET AUG. I5, 200(o PERMIT SET SEPT. 5, 200(o At:VENI7A #1 - PERMIT W u z LL J :D L C < AR CHITECTS 757777 - 7 7 ------ --------- I f _ `_ � t" {f`1f• ti'I h� 't` fix, G.� ..1-{ • -ryi 4: �J! r H - 1 y t, po i �vj'iD � -.Lr C. 1c,""• C; h{ 1. j I r v- 1 5 t- L F!I<T. Fty.w 2 r-A%I,:. I - f J I 1 R 4)(.4 - H -1 6 _ NT. Q� 4'-0"— PtK — - �1111t- P- A��MN61 IY-, f'�C-J F e:'7F cnze-L-r I -7 �' - I I . i -.E�r - 2 H 4- - •w�/p,>L' K H6, i i 1�� 1� 6 � {`�1 1N� >T {- t- - Top* Pte(: L-1M W1`i't -t Gam..- �%/�.� ....�. -• f I t : }�E�- it`r`T� =• #�E�r =t`!�• l� 1� t':: r�LLI... i-#S; xk�`r r�s� W r, �_ r • ~ �I r.t•i��.tGt� F• L. - t'�; aH 1! 4E -1464-V Cj All .4 Al Ile 4-" �ALaMy 1:. I LI U WAL-Lx� 2z - 1 WA't L j A e,,' L Wl~wrz Fife: r"0 &oMILA-P MIEN r;. ` �� t � � ' t f ' _ _.� ��'•..�"T1 =. - 'T•s"t:�' �L.%�` � � ti Il- � /�. �. U W-V V5 U P wan7p r451 TlaH eff epffaA,16)1 ` ` t �tlfil• 1 G.lk ice) w r 7 -A HEtH Ill L i � P•jP JJJ�, �Ki. FL , "44 7 r y M L LAS I4 --t-qWa-- C.- Lj, T K MWVr-- r=Ylevni-46a W;'1 L 6. - P:- - 1 L T t - MHoJr MLa� -TeD 1AW-1 411� M) r 7 - HMP ?Lu p 5- ft N • r-- e M I { - 3'1_jw4 OPt�°,&IL- 0 ml TILI LA-VI VYI L TIC IH r (. �!{�� ,;� �+ _ � �'�`?�! 1 � a) r'll 1 4,- >1 H ta" WITH 4- M41:�IH6 1' GM L e, e�ys'w;' - c: v-�l LL M &m6j)e • '• � -L f _j 41 �-�.r4H 4- F^ T1=1 F s14 T- - *F tT rxK L I U'PMP- 4 C-7 tt A" ' ? •. � `� t c� �� .�' � ( E i� ► �' _.L %� .' t ( tiY"i•ri.i ✓Li -. � i.c''t•{ -LF ��j`'W `I I . _ � .w. •......,. t. �, ��»i 4t .►r r..�. tsrrs r^Sb 1. {l��t`1 .+G31^fl t.t� 1 Gordon R. Pierce Alk ARCHITECTURE PLANNING DEVELOPMENT 1000 South Frontage Road West Vail,Colorado 81657 303/476-4433 Revisions: , I■ I .' � N I 111 i )< eXI';T. PtIJ-T- I I&HT rDyl W-'TE /Q I. I✓F41C- Ldmr-,Plz DR#12 E11 'qLzA- H04 FtF- F I F"oe . 1; --�q z. 14 5xr. 4::!; P I- x LAd' VA 14, - 4awwt: - V' p'fzlWn� 61 VA FX1 A 4 mxL, — — ------- -------- � �. T i�: `... _. _ r� " - 1g `c A G i y 01�16 D;ZtLL MAIL 10WERLEVEL FL. 1/4 �� Ilk' Revisions: , I■ I .' � N I 111 i )< eXI';T. PtIJ-T- I I&HT rDyl W-'TE /Q I. I✓F41C- Ldmr-,Plz DR#12 E11 'qLzA- H04 FtF- F I F"oe . 1; --�q z. 14 5xr. 4::!; P I- x LAd' VA 14, - 4awwt: - V' p'fzlWn� 61 VA FX1 A 4 mxL, — — ------- -------- � �. T i�: `... _. _ r� " - 1g `c A G i y 01�16 D;ZtLL MAIL 10WERLEVEL FL. 1/4 �� s � � � • I 7 141 1 H t:W c { tl =['S 1••.'�t�"1 �..�"� ._,_. _�...._ {.m._ ...»f � ' `ti.. G�r �'I��t�I'`I�" ' ! I � �.;.� l �'r"(p I ''i_�..� r - 7 at I Tc, T ' r r r4lq 4 F 60 FIZ 6 VA HEP I_LtHT ! - �4 rA _gfEtK — N � HIT pwLAr, , 4 #. L - HITH Hr--H HeNr_�LL T-11,OC7 Ar. pv- - rl4r_ HPMIW� - THP- I I 1 1 ALL 1.1 bl —�W J f P L T CUT w^LL ri d 611sy-5T�-_t-1 w I"- x X {+# WV-4 L sV o wl 4 - lli7 2X W1 PL4 r k, I + IN -ex tad a ci I t 14 w•I Ar 6R/%.D* iz W>,/r-- t rz t<I L: � m � W^LL: Q t4 E W L-5, - 1 r Li x S9 01 T ! 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Pie',rce 'I A.I.A. ARCHITECTURE PLANNING DEVELOPMENT 1000 South Frontage, Road West Vail,Colorado 81657 303106-4433' Revisions: r^l 13 _Sheet � Of EX51TIN6 FOUNDATION EX51TIN6 FOUNDATION NEW CONCRETE 5TAIR5 — I-M I- ,- ,P -..-. M - . - I.I. I I TOP4=5168'-2 3/8" 1/4 111 = i f -O ft NOTE: FOOT INCB PAD 5GHEDULE MARK 51ZE REINFORCIN6 3'-0" x 3'-0" x IOU 4 #5 E.N. x 3i-6 " x 10" 5 #5 E.N. 4'-0" x 4'-0" x I0" 71 & #5 E.W. I TOP OF FOOTIN6 ELEVATION=8162'-O" TYPICAL ALL EXTERIOR HALL FOOTIN66 ARE 10" x 24" CONCENTRICALLY LOCATED UNDER WALL UNLE55 NOTED OTHERYqI5E DING SUPPORT STONE VENEER ON bxbx%"5TEEL LED6ER ANGLE. BOLT TO WALL WITH fib" Ox4" EXPAN51ON f3OLT5 a 24 11 O.C. ll*Y,D TJI 210 0 165" O.C. AT MAIN LEVEL. T.O. PLYI^IOOr?=8I6ci'-42"' EX15TIN(5 FOUNDATION POUR NEW PAD UNDER EX51TIN6 WALL. ALTERNATE IN5TALL I - 1 1/2" 5WARE 5HAFT HELICAL PIER WITH 1 -8" 0 HELIX INSTALL TO 5,500 FT.-POUND5 OF TORQUE. ii FOUNDATION E30T <15TN6 Y4ALLS, 7 ,- DATE: 0e1I4106 FILE: COHEN-51 DRAW, RTI REVISED: REVISED: 14965 m DATE: 05/14/06 FILE: 00HEN-52 PRAUJN-. RTI REVISED: REVISED- MAIN LEVEL FRAMING FLAN NOTE: I lITH NC51NEER M*M III Mol 52 z ji o q REG ME - OF EIL 0 T "-D, CA ALL, "NAL-f- il-E '2x6 o q REG STONE VENEER #4 a I2' O.G. EACH WAY t'V 2 #5 WNT. NO SCALE STONE VENEER • #4 N051 NO BARS STAIRS - 4" MIN. b" THIGKNE-55 � #4 * 12" O.G.• EACH WAY #4 ® 12" O.G. 1 I P> 12 • NO SCALE m N m N 4 � " 1 11 2 -5/8" (P FI554 A.B. m m I N m ty 3/4" BASE PLATE 1 2 3 /4 11 2 3/4 2 3 /4 11 y4 H55 4 X 4 X 1/4 COLUMN 3/4" NON- 5HRINK GROUT NO SCALE PLAN 246"(P F1554 A.B. 211 G C/ 11 #4 a 18" O.G. #4 a 24" O.G. F #4 as 24" O.G. � NO 50ALE PLATE 3/4" x 51/2" x I' - 0" H55 4 X 4 X 1/4 COLUMN 3/4" NON - SHRINK GROUT CONCRETE FOUNDATION r , NALL Jr- , i % . M ELEVATION *=TAIL L� 2 #5 GOVT. TOP 4 BOT #4 a 12 O.G. STONE VENEER 2 #5 CONT. bxbx%" ANGLE TOP 4 BOT -- STONE LEDGER z BOLT TO WALL bxbx%" ANGLE J N/ % "N x 4" STONE LEDGER R EXPANSION BOLTS 1 / OLT TO WALL l lu a 24" 7 V O.G. W o x 4 EXPANSION BOLTS lg a>a 24" O.G. #4 121, .C. L b EACH LEG !2" A.B. 4' O.G. w 4" x 4" x i4" ANGLE NO 50ALE NO SCALE bxbx�$" ANGLE FOUNDATION NALL It BOLT TO NALL 11 This structure has been designed to meet the requirements of the 2003 All 6x and greater timbers to be #1 Doug -Fir or better. International Residential Code with amendments as adopted by the Town of Vail. 24" O.G. UJ All Micro =tam's to be manufactured by 7rus Joist MacMillan and conform to the All omissions or conflicts between various elements of the working drawings allowable stress requirements for a 1 3/4" 1.8DF Micro =Lam LVL. and /or specifications shall be brought to the attention of the 5tructurol Engineer ', All TJI to be manufactured by Trus Joist MacMillan. before proceeding with any work so involved. The General Contractor shall verify `•` . joists '. d• NO SCALE PLAN 246"(P F1554 A.B. 211 G C/ 11 #4 a 18" O.G. #4 a 24" O.G. F #4 as 24" O.G. � NO 50ALE PLATE 3/4" x 51/2" x I' - 0" H55 4 X 4 X 1/4 COLUMN 3/4" NON - SHRINK GROUT CONCRETE FOUNDATION r , NALL Jr- , i % . M ELEVATION *=TAIL L� 2 #5 GOVT. TOP 4 BOT #4 a 12 O.G. STONE VENEER 2 #5 CONT. bxbx%" ANGLE TOP 4 BOT -- STONE LEDGER z BOLT TO WALL bxbx%" ANGLE J N/ % "N x 4" STONE LEDGER R EXPANSION BOLTS 1 / OLT TO WALL l lu a 24" 7 V O.G. W o x 4 EXPANSION BOLTS lg a>a 24" O.G. #4 121, .C. L b EACH LEG !2" A.B. 4' O.G. w 4" x 4" x i4" ANGLE NO 50ALE NO SCALE #4 N05IN6 5AR5 T-MICAl+ X 18 #4 0 12" O.G. 121 4' C NO SCALE 2 #5 CONT. TOP $ BOT 4" SLAB t•� �.�. 4" GRAVEL • POUR SLAB OVER WALL 18 W/ #4 DOAEL5 a 12" O.G. Ig - 4" 4 V U. 1 #4 a 24 O.G. 18 #4 0 24 11 O.C. " WEB STIFFENER IDE FLANGE BEAM 41/2'" 41/2 1 1/2 11 11 /2 11 ! 1 ? .2 X bf X 1' -O" 4 -fib" 0 A325 H55 4 X 4 X 1/4 GOLUMN ro�*`TAIL J NO 50ALE NO SCALE 1/4" END PLATE WIDE FLANGE BEAM 3 1 1/2 11 CAP PLATE !2" x bf x O' -q" 2 -5/8" 0 A325 I H55 4 X 4 X 1/4 COLUMN NAIL H r° STAGGERED LAP SPLICE. GLUE KITH PL400 FULL SURFACE STONE VENEER 12" A.B. 0 ----, 4' Q.G. V2" EXPANSION MATERIAL 4"' SLAB -, 4" GRAVEL 2 #5 GOVT. - TOP $ BOT #4 ® 24 " O.G. I1& #4 a 24" O.G. 2 #5 CONT UNMc bxbx�$" ANGLE 6r- �..FRAL NOTr-5 51=r -C I f I GAT 1 CNN BOLT TO NALL All framing lumber to be #2 Doug -Fir or better. This structure has been designed to meet the requirements of the 2003 All 6x and greater timbers to be #1 Doug -Fir or better. International Residential Code with amendments as adopted by the Town of Vail. 24" O.G. UJ All Micro =tam's to be manufactured by 7rus Joist MacMillan and conform to the All omissions or conflicts between various elements of the working drawings allowable stress requirements for a 1 3/4" 1.8DF Micro =Lam LVL. and /or specifications shall be brought to the attention of the 5tructurol Engineer All TJI to be manufactured by Trus Joist MacMillan. before proceeding with any work so involved. The General Contractor shall verify . joists all dimensions and conditions at the . job site and shall be responsible for the All Glue -lam beams to conform to the allowable stress means, methods, techniques, sequences and procedures associated with this requirements for a F24-V4 combination beam. project. Furthermore, he shall be responsible for coordination of all work and materials including those furnished by subcontractors. The 5tructural Engineer All connection hardware to be by the Simpson Company. shal l be contacted during the construction phase to make the site inspections . jab necessary to confirm that the actual field conditions are consistenet with the All roof decking to be 5/8" G Ext - APA 32/16 plywood. Nail with design assumptions and that the construction is proceeding according to the IOd o 6" o c. at panel edges and a 12" o c in the field plans and specifications. All floor decking to be 3/4" G -D Int -APA 42/20 T46 plywood. Glue Live Loads Used in Design= sheathing to foists with PL400 and nail with lOd a 6" O.G. at panel edges Roof 80 psf and 12" o.c. in the field. Floors 40 psf All exterior wails to be sheathed with 1 05.5. Nall with 8d a 6" o.c. at panel Decks 100 psf edges and 12" ox- in the field. Earthquake Seismic Zone G Wind cI0 mph, 3 5econd Gust All concrete to attain a compressive strength of 3000 psi to 28 days. The foundation design for this residence is based upon 50119 Report No. 26-100 All reinforcing bars to be Grade 60. prepared by Chen 4 Associates for the original N55 construction. All steel beams shall conform to A511-4 AgQ2 -50 Specifications. Bearing Capacity = 3000 psf. A licensed Soils Engineer shall be contacted during excavation to inspect the site and confirm that conditions are consistent with this All steel plates and angles shall conform to A5TM A36 5pecifications. bearing capacity. The General Contractor should review the 50119 Engineer's report All tube steel columns shall conform to A5TM A500 Specifications. and follow its recommendations for excavation, backfilitng, grading and drainage systems. #4 N05IN6 5AR5 T-MICAl+ X 18 #4 0 12" O.G. 121 4' C NO SCALE 2 #5 CONT. TOP $ BOT 4" SLAB t•� �.�. 4" GRAVEL • POUR SLAB OVER WALL 18 W/ #4 DOAEL5 a 12" O.G. Ig - 4" 4 V U. 1 #4 a 24 O.G. 18 #4 0 24 11 O.C. " WEB STIFFENER IDE FLANGE BEAM 41/2'" 41/2 1 1/2 11 11 /2 11 ! 1 ? .2 X bf X 1' -O" 4 -fib" 0 A325 H55 4 X 4 X 1/4 GOLUMN ro�*`TAIL J NO 50ALE NO SCALE 1/4" END PLATE WIDE FLANGE BEAM 3 1 1/2 11 CAP PLATE !2" x bf x O' -q" 2 -5/8" 0 A325 I H55 4 X 4 X 1/4 COLUMN NAIL H r° STAGGERED LAP SPLICE. GLUE KITH PL400 FULL SURFACE STONE VENEER 12" A.B. 0 ----, 4' Q.G. V2" EXPANSION MATERIAL 4"' SLAB -, 4" GRAVEL 2 #5 GOVT. - TOP $ BOT #4 ® 24 " O.G. I1& #4 a 24" O.G. 2 #5 CONT UNMc pp— 77 NO SCALE 2 "i 1 " l" 2j" 2° F1554 PLATE $'" x 51- x O' -8 1/2 H55 4 X 4 X 1/4 COLUMN 3/4 " NON - SHRINK GROUT CONCRETE FOUNDATION WALL � , . , % E .r ' ' •s ELEVATION I L NO 50ALE R AM NO SCALE Nr a • i # I w 54 PLAN On 1 --' f A .. 1 1 --t /d 1. I1 bxbx�$" ANGLE STONE LEDGER BOLT TO NALL N/ %"fi x 4 EXPANSION BOLTS D 24" O.G. UJ pp— 77 NO SCALE 2 "i 1 " l" 2j" 2° F1554 PLATE $'" x 51- x O' -8 1/2 H55 4 X 4 X 1/4 COLUMN 3/4 " NON - SHRINK GROUT CONCRETE FOUNDATION WALL � , . , % E .r ' ' •s ELEVATION I L NO 50ALE R AM NO SCALE Nr a • i # I w 54 PLAN On 1 --' f A .. 1 1 --t /d 1. I1 F:i 4 FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP STAMPED LS # 26598 NOTICE: According to Colorado low you MUST commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the dote of certification shown hereon. L=130.28 CB=S81*35'59"W CH=1 30.18 13FAV �'` }y . . (50 '.0 ,14 DA RC A - 0 BLOCK 7, 1 T %Wsiff2m Lot 40, Block 7, Parcel A, A Resubdivision of Lot 40, Block 7, Vail Village, First Filing, recorded on April 20, 1987 at Reception No. 357462 at the Office of the Clerk and Recorder, County • Eagle, State • Colorado. i NOTES: 1) DATE OF SURVEY: April 27, 2007. 2) STREET ADDRESS: 265 Beaver Dam Road (posted) 3) The purpose of this survey is to show the location of the building addition and related improvements. 4) Location of improvements, lot lines, and easements are based upon the above - -referenced Resubdivision of Lot 40, Block 7, Vail Village, First Filing and Survey Monuments found at the time of this survey as shown hereon. This Survey does not constitute a boundary survey nor any investigation into record easements or encumbrances associated with this property. 5) This Lot may be subject to additional setback requirements per the Town of Vail. 6) This is not a monumented survey, Land Survey Plot, or Improvement Survey plot. No boundary resolution was performed in making this survey. All lot lines, setback lines, and easement lines shown hereon should be considered approximate and should not be relied upon for the placement of any future improvements. 7) This survey was performed without the aid of a title commitment. CERTIFICATION I hereby certify that this Improvement Location Certificate was prepared for David Cohen and Precision Construction West Inc. and that this is NOT a Land Survey Plot or Improvement Survey Plat, and that it is not to be relied upon for the establishment of fence, building, or other future improvements lines. I further certify that the improvements on the above described parcel on this date, April 27, 2007, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no APPARENT evidence or sign of any easement crossing or burdening any port of said parcel, except as noted. Thomas S. Morcin P.L.S. 37999 Colorado Professional Land Surveyor P-Miza i SURVEY MONUMENT LUMINUM CAP ILLEGIBLE 5 10 20 40 ( IN FAT ) I inch = 10 it M 0 FOUND SURVEY MONUMENT VAILILIONSHEAD 1.5" ALUMINUM CAP STAMPED LS A 26598 c1rirt)ATI PTT .TI\Tr-