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Home My WebLink AboutDRB100133 PlansI. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS. ALL WORK SHALL BE IN CONFORMANCE WITH THE GUIDELINES AND CODES ADOPTED BY THE TOWN OF VAIL $ EAGLE COUNTY. 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS THEREIN. EACH SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING INFORMATION BEFORE PROCEEDING WITH THE WORK. TAKE SFECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES PLUMBING FIXTURES AND REGISTERS ARE SPECIFICALLY LOCATED. LOCATION OF FRAMING MEMBERS MUST BE COORDINATED W1TH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. 3. ANY UTILITY SHUT -OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK, SUCH AS ELECTRICAL, CAS, WATER, SEWER, ETC. MUST BE SCHEDULED WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO COMMENCING WORK. 4, DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS BY THE CONTRACTOR IN COMPLETE SETS SO THAT THE EXTENT AND COORDINATION OF WORK 15 MADE POSSIBLE. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN C€4ARACTER TO THOSE DETAILED. 6. WHERE SPECIFIC DIMENSION, DETAILS, AND DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING V41TH ANY WORK IN QUESTION. 7. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS, AND /OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 8. ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. q. UNLESS NOTED OTHERWISE, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE STUDS SUPPORTING THE WALL. 10. UNLESS NOTED OTHERNISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES. €1. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC ACTIONS. 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON - CONDITIONED INTERIOR SPACES SMALL BE HOT - DIPPED GALVANIZED (EXCEPT FOR ORNAMENTAL METAL(S)). 13. THE ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 14. ALL MATERIALS AND EQUIPMENT THAT 15 INCORPORATED INTO THE WORK SHALL BE NEW AND OF THE BEST QUALITY SPECIFIED, ALL WORK PERFORMED SHALL BE DONE IN A WORKMANLIKE MANNER ONLY BY PERSONS SKILLED IN THE TYPE OF WORK TO BE PERFORMED, AND IN ACCORDANCE WITH ALL APPLICABLE CODED AND ORDINANCES, 15. AT ALL TIMES, THE PREMISES SHALL BE KEPT CLEAN FROM THE ACCUMULATION OF WASTE MATERIALS AND DEBRIS, AND UPON COMPLETION OF THE WORK SHALL REMOVE ALL WASTE MATERIALS AND RUBBISH, AND LEAVE THE WORK IN A BROOM CLEAN CONDITION. UNDER NO CIRCUMSTANCES IS FOOD TO BE LEFT OUT IN THE OPEN UNLESS IT IS PROPERLY WRAPPED AND STORED IN A SUITABLE CONTAINER. UNFINISHED FOOD SHALL BE THROWN OUT IN A CONTAINER NIT14 A TIGHT FITTING COVER AND REMOVED FROM THE SITE AT LEAST ONCE PER WEEK. 16. ALL CUTTING AND PATCHING REQUIRED DIRECTLY OF INDIRECTLY BY THE SCOPE OF WORK PORTRAYED IN THE CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. ALL SURFACES ARE TO BE RETURNED TO THEIR PRE- CONSTRUCTION APPEARANCES. WHERE EXISTING MATERIALS CANNOT BE FOUND OR PROPERLY MATCHED THE ARCHITECT 15 TO BE NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK. 17, ALL AFFECTED PARTY WALLS ARE BE RESTORED TO MEET CURRENT BUILDING CODES FOR FIRE RESISTIVE SEPARATION. ANY EXISTING CONSTRUCTION DISCOVERED TO BE INADEQUATE IN THIS REGARD IS TO BE RECONSTRUCTED AS REQUIRED TO MEET OR EXCEED ALL CURRENT BUILDING CODE REQUIREMENTS. SIMILARLY THE FIRESEPARATQN BETWEEN THE GARAGE AND RESIDENCE 15 TO BE CONSTRUCTED TO MEET OR tXCEED ALL REQUIRED BUILDING CODES. SITE NORK 1. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES, AND ASSOCIATED FACILITIES SHOWN ON THE DRAWINGS HAVE BEEN DRAWN FROM AVAILABLE RECORD DRAWINGS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH MAY NOT BE PRESENTLY KNOWN. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 3. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTO PUBLIC THOROUGHFARES. AT THE END OF EACH DAY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS. 4. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS AND VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITY LINES AND STRUCTURES TO BE CONNECTED TO THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 5. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEM. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING SEDIMENT AND DEBRIS FROM EXISTING AND NEWLY CONSTRUCTED STORM SEWERS, PIPES, DRAINAGE STRUCTURES PRIOR TO FINAL COMPLETION. SEALANTS 1. ALL SEALANT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MAXIMUM /MINIMUM SIZE IN THEIR INSTALLED POSITION AS RECOMMENDED BY THE MANUFACTURER, 2. DEPTH OF SEALANT JOINT SHALL NOT EXCEED 1/2 THE W1DTH OF THE JOINT, 3. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT NITH THE ADJOINING PARTS WITHIN ALLOWABLE DIMENSIONED C14ANGES IN THE THE JOINT SIZE. ALL. SEALANT JOINTS SHALL MAINTAIN DURABILITY AND INTEGRITY UNDER ALL SPECIFIED CONDITIONS AND CONDITIONS OF THE LOCALITY WHERE THE PROJECT IS LOCATED. 4. ALL SEALANT JOINTS SHALL BE INSTALLED WITH THE APPROPRIATE JOINT FILLER. 5, PROVIDE CUSTOM COLOR FOR SEALANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE OF SELECTIONS, AS SELECTED BY THE ARCHITECT. G. THE SEALANT MANUFACTURER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL ARE CORRECT FOR THE APPLICATION Sl -IOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, DURING AND AFTER CURING. INSULATION AND VAPOR BA &R 1 E1, 1. THERMAL WALL INSULATION IS UNFACED BLOWN IN FIBERGLASS BATT INSULATION. IN ADDITION TO ALL FRAME PERIMETER WALLS: ALL WALLS BETWEEN HABITABLE SPACE AND UNHEATED CRAWL SPACES OR ATTICS ARE TO BE INSULATED. 2. FIBERGLASS THERMAL WALL INSULATION SHALL BE HELD IN PLACE WITH FIBERGLASS STRAPPING AS REQ'D 3. WALL VAPOR BARRIER SHALL BE CELOTEX "MEMBRANE ". TAPE AT ALL DISRUPTIONS IN THE MEMBRANE. (IE: WINDOWS AND DOORS). FOLD INTO BACK BOXES AND TAPE TO FORM CONTINUOUS SEAL. PROVIDE AND INSTALL SEALED ELECTRICAL BOXES AND OUTLETS TO MINIMIZE VAPOR PENETRATION AND ENERGY LOSS INTO THE EXTERIOR WALL CAVITY. 4. THERMAL ROOF INSULATION SHALL BE 11 1/2" THICK BLOWN IN FIBERGLASS. 5. PROVIDE AND INSTALL CELOTEX "MEMBRANE" ABOVE GYPSUM BOARD AT CEILING AND TAPE ALONG ITS ENTIRE PERIMETER TO THE WALL VAPOR BARRIER. AFF Above Finished Floor MATL ALUM Aluminum MAX ALT Alternate MECH ANCH Anchor NED APPROX Approximate MIN ARCH Architecture MISC AUX Auxiliary MTL BD Board NIC BLKG Blacking NOM BM Beam NTS BOT Bottom OC BRG Bearing OD BSMT Basement OPP BUR Built Up Roof PERF CAP Capacity PL CJ Control Joint PLYWD C/L Centerline POL CLG Ceiling PTD CLOS Closet PT CLP. Clearance) PVC CMU Concrete Masonry Unit QT COL Column QTY CONC Concrete RAD CONT Continuous RCP CT Ceramic Tile RD CTR Counter RE: C.0 Cubic RECPT DEG Degree REFR DIA Diameter REINF DIM Dimension REQ'D DISP Disposal RESIL DN Down REV DTL Detail R DWG Drawing RO EA Each SAN EJ Expansion Joint SC ELEC. Electrical) SCHED ENCL Enclose(sure) SHT EQ Equal SHTHG EQUIP EQUIP SIM EXT Exterior SQ FD Floor Drain SS STD FDN Foundation STL FIN Finish STOR FIX Fixture STRUCT FLASH. Flashing SYM FLR Floor TB FT Foot (Feet) TEL GA Gauge TEMP GALV Galvanized T$G GL Glass TSTAT GYP Gypsum THK HB Hose Bib THLD HDWR Hardware T.O., T/ HM Hollow Metal T.P.H. HORIZ Horizontal TV HT Height TYP HTR Heater UNFIN ID Inside Diameter UON IN Inches VENT INCL Include(d) VERT INSUL Insulation N/ INT Interior NC JT Joint ND KIT Kitchen W/O LAM Laminate NP LAV Lavatory WT LIN Linear WWF LIQ Liquid YD LT Light MAS Masonry r Material Maximum Mechanical Medium Minimum Miscellaneous Metal Not In Contract Nominal Not To Scale On Center(s) Outside Diameter Opposite Perforate(d) Plate Plywood Polished Painted Paint Polyvinyl Chloride Quarry Tile Quantity Radius Reflected Ceiling Plan Roof Drain, Road Reference Receptacle Refrigerator Reinforce(d), (ing) Recp iced Resilient Revision(s), Revised Room Rough Opening Sanitary Solid Core Schedule Sheet Sheathing Similar Square Stainless Steel Standard Steel Storage Structural Symmetrical Towel Bar Telephone Tempered Tongue $ Groove Thermostat Thick Threshold Top Of Toilet Paper Holder Television Typical Unfinished Unless Otherwise Noted Ventilation Vertical With Water Closet Wood With Out Waterproofing Weight Welded Wire Fabric Yard G(411140i 1it 131 CARPET 'a. Wi --- WALL TYPE REFERENCE WINDOW TAG WD. ----/- -"BILE MATERIAL BREAK q MICHAEL HAZARD ASSOCIATES COPYRIGHT 0 2010 MICHAEL HAZARD ASSOCIATES F7 • 4 r » » w I ! C :711 C-' — NO p ' = co l 0 Al ou SHEET NUMBER EXISTING DOOR NINDONS TO BE DEMOI ISHED/ NALL OPENING TO BE CREATEDFOR MEN DOOR APRIL lalLwan 7 LF _j L J ft� 1�� Il --------------- i x EXISTING FIREPLACE; STONE VENEER; HIE-ARTH; MANTLE FL $ INTERIOR CHASE NALL CHIMNEY TO B DEMOL!SHIED. EXISTING INTERIOR CHASE NALL AND FLUE $ TO BE DEMOLISHED. CHIMNEY FLUE TERMINATION TO REMAIN, OL�•,' VAIL, COL."ORADOS IS WfRlA� HAZARD A. PLANNING [NTERIORS F7 I A 100% 0 ET NUMBER APRIL 28, 201 APRIL 21, 2010 APRIL 9. 2010 MARCH 15, 2010 DRS JANUARY 4. 2010 A 100% 0 ET NUMBER MICHAEL HAZARD ASSOCIATES COPYRIGHT 0 201 NEN HALL MOUNTED STAIR AND LAMINATED GLASS RAILINGS DASHED LINE OF EXISTING FLOOR ABOVE 1:2" V41DEE X 6' TALL SLOT TO BE CUT INTO EXISTING CEILING — RE.: STRUC7. CONSTRUCT NEE FLOOR; PATCH AND SHEATH HALLS OF CHASE WITH 5 /a" GYP. D'N.. uaam•�� ms�� MICHAEL HAZARD ASSOCIATES PLANNING INTERIORS r NEB GYP D.N. DOUBLE PARTY NALL 70 BE CONSTRUCTED 1 NEN NALL MOUNTED STAIR AND 1 AMINATED GLASS 'RAILINGS I mWi PROPOSED ENTRY & MAIN LEVEL FLOOR PLANS A SHEET NUMBER 1 / N F. G I T - \/ ♦ 11 ° A 1 1 -! - 4'-1- APRIL 28, 2010 APRIL 21, 2010 APRIL 9, 2010 MARCH 15, 2010 ORB JANUARY 4, 2010 PROPOSED ENTRY & MAIN LEVEL FLOOR PLANS A SHEET NUMBER 1 / N F. G I T - \/ ♦ 11 ° A 1 1 -! - 4'-1- MICHAEL HAZARD ASSOCIATES COPYRIGHT 0 201 SEAL THE LOPEZ r CON57RUC7 NEA FLOOR; PATCH AND SHEATH NA! LS OF CHASE N17H %" GYP. D.N- E:XISTING FIREPLACE CHASE AND FLUE CAP TO REMAIN I = WM 0� A A SHEET NUMBER -EVS7 `ERII 70 RE ` BE SECURED AS RIEOUIRED AFTER REMOVAL OF EXISTING FLUE, r — _j - -- - ------ ii 1i ij EXISTING DOOR SIIDELIG�7 AND WALL 70 BE DEMOLISI F�!ff Ak"ZNATITP�d ME- 11�177NWW W-4c, 0, ROOF DECK A T ,,I,T.O, EXIST, PLYND. SUBF1 - 7 — Eq - 41-- T� 1111 /1��F -- I LOORI EXIST, PLYND. SUB F LOOR — IF .-- T.O. EXIST'G CONC. SLAB - T 827 -6 -0' — - \/ � - --- , T.O. PLYND. ROOF DECK v T.O. EXIST. FLYND, SIJBFLR, T2 - q 4 IT - (V — ,'F - . ) — — -- EXISTING WINDOWS AND DOOR TO BE DEMOLISHED EXISTING WALL AREA TO BE DEMOLISHED - NEW STRUCTURAL HEADER TO BE INSTALLED T EXIST, PLYND. SUBFLOOR �885 -4 ' (lv'LF.) S�11D T.0, PLYND. ROOF DECK r - 8 - 364 - 1 - -6 - 112 V.I — F. ) EXISTING WALL. $ WINDOWS TO REMAIN T .O. EXIST, PLYND. SUBFLR,. :EXISTING DECK AND RAIL 70 REMAIN Ir Ajm�lomlllj EXISTING STONE VENEER � WALL CAP TO REMAIN - m I R ml to VMS I EXISTING WALL t WINDOWS TO REMAIN T.O. EXIST, PLYND, SUBFLR. 911 - I �lv I I - F NEW Bl CONTROL JOINTS AS INDICATED NEN FRAMED NALLS - EXTERIOR FINI5 TO COMFORM TO PREVIOUSLY APPROVED EX TIERIOR R>EFACING � T.O. EXIST. PLYND. SUBFLOOR k208-!4 Ili T T — T.O. EXIST'G CONC, SLAB -`- �276 - �OV. I �F) �� MICHAEL HAZARD ASSOCIATES COPYRIGHT 0 2010 SEAL DATE: N 0: TOWNHOME NUM13ER 8 C! 'I APRIL 28. 2010 APRIL 21. 2010 APRIL 0. 2010 MARCH 15, 2010 DRB JANUARY 4. 2010