The URL can be used to link to this page

Home My WebLink AboutDRB110294 PlansPROJECT SUMMARY: M ATE RI AL._ A REBUILDING AND EXTENSION OF EXISTING EXTERIOR DECKS, m=11I =111 AN ADDITION OF AN ENTRY ROOF ELEMENT AT GROUND LEVEL, AND A REPLACEMENT OF EXISTING WINDOWS AT A DUPLEX IN EAST -VAIL, COLORADO. EXISTING SIDING TO BE REPAIRED AND PANTED USING EXISTING COLORS. NO CHANGES TO THE EXTERIOR STRUCTURE OR INTERIOR OF THE BUILDING. SQ FOOTAGE CALCULATIONS: d NO CHANGES WILL BE MADE TO THE SQUARE FOOTAGE OF THE BUILDING. ABBREVIATIONS: ELM ABV ABOVE L LENGTH AFF ABOVE FINISHED FLOOR LOT LIGHT AND DRAPERY TROUGH AP ACCESS PANEL LT LIGHT TROUGH AC ACOUSTICAL LTL LINTEL ADD ADDENDUM LVR LOUVER ADJ ADJACENT MH MANHOLE ALT ALTERNATE MFR MANUFACTURE (ER) ALUM ALUMINUM MO MASONRY OPENING ARCH ARCHITECT (URAL MTTL MATERIAL BASMT BASEMENT MAX MAXIMUM BRG BEARING MEGH MECHANIC (AL) BLW BELOW MG MEDICINE CABINET BVL BEVELED MMB MEMBRANE BIT BITUMINOUS MET METAL BLK BLOCK M METER (S) BLKG BLOCKING MM MILLIMETER (S) BOT BOTTOM MN MINIMUM BLDG BUILDING MIR MIRROR CPT CARPET (ED) MISC MISCELLANEOUS CSMT CASEMENT MULL MULLION C CAULK (ING) NAT R REGUCTION CLG CEILING NR NOISE CT CERAMIC TILE NOM NOMINAL CLR CLEAR NIC NOT IN CONTRACT COL COLUMN NTS NOT TO SCALE CONC CONCRETE OPG OPENING OPPOSITE CMU CONCRETE MASONRY UNIT OPP OPPOSITE HAND CONST CONSTRUCTION OPH OVERHEAD CONT CONTINUOUS OH PAIR CJT CONTROL JOINT PR PARKING CPR COPPER PK PAVEMENT CUST CUSTOM PVMT PLASTIC LAMINATE DT DRAPERY TROUGH PL POINT DTL DETAIL PT POUNDS PER SQUARE FOOT DIM DIMENSION PSF POUNDS PER SQUARE INCH DR DOOR PSI PROPERTY LINE DWG DRAWING PL QUARRY TILE DF DRINKING FOUNTAIN QT REFERENCE ELEC ELECTRIC (AL) REF REFRIGERATOR EL ELEVATION (S) REFR REINFORCE (D), (ING) ELEV ELEVATOR REINF REQUIRED EQ EQUAL RRQD RESILIENT EXH EXHAUST RES REVISION (D), (ING) EXG EXISTING REV REVERSE EXT EXTERIOR REVS RIGHT HAND FOG FACE OF CONCRETE RH RISER FOF FACE OF FINISH R ROD AND SHELF FOM FACE OF MASONRY R &S ROOF DRAIN FOS FACE OF STUDS RD RECESSED DRAPERY TRACK FIN FINISH (ED) RDT ROOFING FF FINISHED FLOOR ELEVATION RFG ROOM FE FIRE EXTINGUISHER RM ROUGH OPENING FDC FIRE DEPARTMENT CONNEC11ON RD ROUGH SAWN FHC FIRE HOSE CONNECTION R S SEALANT (EXTERIOR) FEC FIRE EXTINGUISHER CABINET S/ SHEATHING FPL FIREPLACE SHTG SHEET METAL FP FIREPROOFING, SPRAYED SM SIMILAR FLG FLASHING SiM SOLID CORE SPECiFiCATION (S) FLR FLOOR (ING) SC SQUARE FD FLOOR DRAIN SPEC STANDARD FTG FOOTING SQ STAIN FND FOUNDATION STD STEEL FBO FURNISHED BY OTHERS ST STORM DRAIN FPHB FREEZE PROOF HOSE BIB STL STRUCTURAL FUR FURRED (ING) SD TELEPHONE GA GAGE, GAUGE STR TELEVISION GV GALVANIZED TEL THRESHOLD GC GENERAL CONTRACT (OR) TV TONGUE AND GROOVE GL GLASS, GLAZING THR TOP OF PLYWOOD GYP GYPSUM BOARD T &G TOP OF SLAB BD HOSE BIB T.O.P. TOP OF STEEL HB HARDWARE T.O.SLAB TOP OF WALL HDW HEADER T.O.S. TOWEL BAR HDR HEATING T.O.W. TRANSOM HTG HEATING /VENTILATING /AC TB TREAD HVAC HEIGHT TR TYPICAL HT HOLLOW CORE T UNLESS NOTED OTHERWISE HG HOLLOW METAL TYP VAPOR BARRIER HM HORIZONTAL UNO VERIFY IN FIELD HOR HOT WATER HEATER VB VERTICAL HWH INCLUDE (D), (ING) ViF VINYL COMPOSITION INCL INSIDE DIAMETER VERT WATER CLOSET ID INSTALLED BY CONTRACTOR VCT WATER PROOFING IBC INSTALLED BY OWNER WC WELDED WIRE FABRIC IBO INSULATE (D), (ION) WP WIDTH, WIDE INS INTERIOR WWF WINDOW INT JANITOR'S CLOSET W WITHOUT JC KITCHEN WDW WOOD KIT LAMINATE (D) WO LAM LAVATORY W LAV LEFT HAND LH EARTH WASHED GRAVEL STONE MASONRY STRUCTURAL CONCRETE CONCRETE MASONRY UNIT i RIIIIIIIIIIII 10110109101 RIGID INSULATION k.. - x� SECTION REFERENCE .I. .0. BEANO `f EL.. 100' —1 1/ HEIGHT REFERENCE F flr FINISH WOOD rIt '1 i t1 t STEEL /METAL AS NOTED •a•� DETAIL REFERENCE ROOM -NAME XXX ROOM NAME AAA WINDOW TAG 23 DOOR TAG - nLF \/ STONE MATERIAL BREAK GENERAL NOTES: 01 DO NOT SCALE DRAWINGS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS, EXTERIOR SIGNAGE. 06 O DENOTES DOORS, REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 07 0 DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH ARCHITECT. 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF RESPONSIBILITY. DRAWING INDEX: ARCHITECTURAL. DRAWINGS: AO.O COVER SHEET A1.0 PROPOSED SITE PLAN A2.0 EXISTING PLANS A2.1 PROPOSED PLANS A2.2 PROPOSED PLANS A3.0 EXISTING PHOTOS All PROPOSED ELEVATIONS 4314 STREAMSIDE CIRCLE LOT 1, BIGHORN 4TH ADDITION E AST - VAIL , COLORADO 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. vi c.3 cJ CJ C) C7 Y� CD uj 0- uj V) V) w rx Li Li w c� m CD cn c, cr_ r c�a V) trz w m uj uj w D ate. €'_, N R I E - V I 1 Y S`ETAF - A IIR VA;L. CONTRACTOR: ARCHITECT: ce> co 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS OWNE RICHARD DOMINICK ARCHITECT P. BOX 4408 PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE, 2003 EAGLE, COLORADO 81631 EDITION. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT 970 .401.2329 CODES INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. CONTACT: RICK DOMINICK 0 w 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM o THE ARCHITECT & ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING c m, OF ANY CAST —IN —PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER Q o Gt.. STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. vi c.3 cJ CJ C) C7 Y� CD uj 0- uj V) V) w rx Li Li w c� m CD cn c, cr_ r c�a V) trz w m uj uj w D ate. €'_, N R I E - V I 1 Y S`ETAF - A IIR VA;L. t t •w • V) F-- 0 n 4 ce> co 0 w ..�...� o c m, in Q o Gt.. t t •w • V) F-- 0 n 4 12 1 40'-0" 11 12 Lu CD F --------------- NEI DECK ABOVE NEkA, ENirlQ-Y ROOF I I I L ------- I ------- J /` 1 ST FLOOR PLAN A2.1 J SCAL 1/4" = l'—O" APPROX. SQUARE FOOTAGE = 960 — — — — — — — — — — — — — — — I NE'vq DECK ABOVE --------------- TRUE NORTH MA V) 0 m- 04 LN No %loj UP r2 2ND FLOQR PLAN AV / 1/4" = l'—O" APPROX. SQUARE FOOTAGE = 960 - CAIPBON MONOXIDE DETECTOPS TO BE INS TALLED PEP, CODE Of a- uj vj c\! CR cl� CD a 0 a rl- m C) n C. M i— L-E— C-9 co X 01) 0 C) Q0 m — 00 V) C) CL W W F— uj MA V) 0 m- 04 LN No %loj UP r2 2ND FLOQR PLAN AV / 1/4" = l'—O" APPROX. SQUARE FOOTAGE = 960 - CAIPBON MONOXIDE DETECTOPS TO BE INS TALLED PEP, CODE 0 \NNI 10 WWI 1 mg 1 0 0 B1 M\\g m i LI im i "XUA5 R 'R . . . . . . . . . . . -S� IN M,. N N RM two lw - ON 'M SS '. -S 'g 0 1, Sao n - .. . .... . ... IFF" ON 00- IBM Rg o OL IS R 'R . . . . . . . . . . . -S� IN M,. N N RM two lw - ON 'M SS '. -S 'g 0 1, Sao n - .. . .... . ... IFF" ON 00- IBM Rg o OL R 'R . . . . . . . . . . . -S� IN M,. N N RM two lw - ON 'M SS '. -S 'g 0 1, Sao n - .. . .... . ... IFF" ON 00- IBM Rg EXISTING ROOF W/ ASPHAI.-T SHINGlll.ES TO REMAIN F'XISTIN" SIDING TO BE REPAIRED AND PAINTED X TiNG COLORS IS R EM A I N NEW WINDOWS AND YDI TRIM, T ; PCK 0 NEW WOOD DE AND STAIRS - I cc N NEW WOOD DEC'K AND S'l AIRS v i Q T! IM I 00 A'SPHALT SI --H NGLJES i O REMAIN EX i l u REPAIRED E I X I S T Ill" SIDING TO BE t AND PAINTED iG? COLOR'S TO REMAIN NEW WINDOWS AND TRIM, TYPIl""AL z i NEW WOOD DEC'K AND STAIRS NEW FRONT ENTRY ROOF ELEMENT 12 1-- 15 BASE TIMBER ROOF EAS ELEVATION 3 - I - ` U (NT U R E All SCALE: 1/4" = l'—O" t EXIS 11NG ROOF W/ i ASPHAL" SHINGLES 10 REMAIN EXISTING SIDING TO BEE REPAIRED AND PAINTED EXISTING COLORS TO REMAIN NEW WINDOWS AND TRIM, TYPICAL NEW WOOD DECK AND STAIRS 170 �I 70 ,x 6 S 4 S 80 A RD ki A 1 ' T AD C UE A R Ah LOCA71 IX2 SALLUST S TUI C (31 0 BASE r2")WEST ELEVATION All J SCALE: 1/4" = l'-O" ISTING SHED TO REMAIN NEW WOOD DECK AND STAIRS Qo STUCCO BASE �4SOUTH ELEVATION All ) SCALE: 1/4" = 1'-0" ll� EXISTING ROOF W/ ASPIHIAL SHINGLES TO REMAIN E I XISTING SDING TO BE REPAiRE-D AND PAINTED EXISTING COLORS TO REMAIN NEW WINDOWS AND TRIM, TYPICAL NEW FRONT ENTRY ROOF ELEMENT NEW ENTRY LIGHTING NEW WOOD DECK AND STAIRS STUCCO BASE 1 NORTH ELEVATION All SCALE- 1/4" = 1'-0" vi lJ C-) 0 CD 2! CD (n V) V) cn 0- uj ca m 0 f.- Lo CD 0- m C) Cn LAJ V) V) -tc LJ m LLJ cl� I C-) U Q� C) f= M I NEW FRONT ENTRY ROOF ELEMENT W/ NEW GU TERS/DOWNSPOUTS i'L ------- ENTRY LIGHT IN ROOF: STRUCTURE 3 tLtV/-kllUN A3.1 )SCALE.* 1 1/r - 1*-0* 04 r Cam! CR Lu 01) 0) LL- or- us 00 CD It cy> 0 co co C-) C-) U Q� C) f= M I NEW FRONT ENTRY ROOF ELEMENT W/ NEW GU TERS/DOWNSPOUTS i'L ------- ENTRY LIGHT IN ROOF: STRUCTURE 3 tLtV/-kllUN A3.1 )SCALE.* 1 1/r - 1*-0* �1 O 25! Witness Corner S 88 °47'41 E 100.20' 91 Lot 2 6:35 R=75.00' L=46,49' -44 LC=45,75' LCB=N 18 E invert elevation = 8428. C rim elevation = 8441.36' sewer manhole 0 pin and cap 4" asper. gravel parking area qj Y f � . q q 0 electric manhole Legal description: Lot 1, Bighorn Fourth Addition, according to the recorded plat thereof, Eagle County, Colorado. I hereby certify that this Topographic Survey was prepared by me and is an accurate representation of the topography 't p g; Notes: 1) Platted easements are shown. 2) A title policy was not provided for this suvey. 3) The contour interval is 2 feet. 4) Elevations are based on the sewer manhole rim shown having a rim elevation of 8441.36' per UEVSD sewer asbuilt data. Address: 4314 Streamside Circle, Vail Note: According to Colorado law, you must commence any legal action based upon any defect on this certificate within three years after you first discover such defect. In no event may any action based upon any defect in this certificate be commenced more than ten years from the date of certification shown hereon. Leland Lechner PLS 30946 County Rd. 356, Buena Vista, Co. 81211 ( 719 ) 395-9160 3 - 1.5' diameter pines 000 .70 ' 0 Z> Easterly limits of 100 year flood Zone Al acc FIRM Community-Panel No. 080054 0004 B Dated May 2, 1983, 2 - 1.0' pines 00 1.0' pine � � I• �� 1.0' pine 2A' pine 0 0.5 pine Lot I �.l 0,3829 Acres (calculated) 1.0' pine 0 1.5' pine 1.0' pine 0 1.0' pine 0 to Ar If STS f k apartments floor elevation 8442.2' x deck x 8442.2' water valve x 8442.6" walk gas meters . 7 - Utility and Drainage Easement o p j � �: measured centerline of Bighorn Creek /* j r 0 5 10 15 20 Scale 1"=10' 4 -/01 I 30' Witness Corner 4%, 1 % 4