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Home My WebLink AboutB08-0152 Planst 0 DATA: JURISDICTION: TOWN of V IL BU I LD I N6 CODE: 2003 IRO AS ADOP BY THE TOWN of V I L CONSTRUCTION TYPE: N /A TOWNHOME OCC UPANCY: Nth GENERAL NOT A. GENERAL I. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN ANY CONTRACT DOCUMENTS PRIOR TO THE START OF WORK. 2. IN THE EVENT OF ANY CONFLICTS BETWEEN THE DOCUMENTS, THE ITEM OF MOST OR GREATEST EXTENT OF WORK AS DETERMINED BY THE ARCHITECT SHALL APPLY AND BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST. 3. ALL TRADES SHALL PERFORM THEIR WORK WITHIN THE RECOGNIZED STANDARDS OF THE APPLICABLE INDUSTRY. 4. ANY DEVIATION OR CHANGE IN THE WORK FROM THE CONTRACT DOCUMENTS WITHOUT PERMISSION OF THE ARCHITECT PLACES ALL RESPONSIBILITY FOR THE DEVIATION OR CHANGE ON THE CONTRACTOR. 5. THESE DOCUMENTS WERE PREPARED WITHOUT REGARD FOR THE D I V 151 ON OF WORK AMONG TRADES, GENERAL CONTRACTOR 15 TO COORDINATE AND PROVIDE ALL WORK SHOWN ON THESE DOCUMENTS WITH ALL TRADES RE6ARDLE55 OF WHICH DRAWING WORK 15 SHOWN ON. 6. THIS PROJECT 15 GOVERNED BY THE 2oo5 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY THE TOWN of VAIL, COLORADO, THE DRAWINGS DO NOT ALLOW WORK THAT DOES NOT COMPLY WITH THESE CODES. GENERAL CONTRACTOR AND HIS SUB- CONTRACTORS ARE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, ORPIANCE5, RULES REGULATIONS, ETC., BY ALL AUTHORITIES HAYING JURISDICTION. GENERAL CONTRACTOR 15 RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS. 7. ALTHOUGH TrD architects HAS PERFORMEND ITS SERVICE WITH DUE DILIGENCE AND CARE, IT DOES NOT GUARANTEE PERFECTION. EVERY EFFORT 15 MADE TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, HOWEVER, DISCREPANCIES OR OMISSIONS MAY OCCUR. RELEASE OF THESE DOCUMENTS ANTICIPATES COOPERATION BETWEEN THE CONTRACTOR, OWNER AND ARCHITECT TO PROVIDE THE BEST POSSIBLE PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A GUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES AND SYSTEMS SHOWN. 5. GENERAL CONTRACTOR AND HI5 5U5- CONTACTORS ARE TO FIELD VERIFY ALL DI MENSIONS, EXISTING CONDITIONS, UTILITY LOCATIONS, ETC., PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF D 15GREPANC (E5 OR INCONSISTENCIES IN THESE DRAWING IMMEDIATELY. B. SCOPE of WORK 1. THE INTENT OF THE CONTRACT DOCUMENTS 15 THAT EACH CONTRACTOR SHALL PERFORM ALL ACTIONS NECESSARY AND REOU I RED TO PROVIDE ALL LABOR, MATERIALS, 5UPPLIE5, EQUIPMENT, TRANSPORTATION, FACILITIES AND APPURTENANCES WHICH ARE INDICATED OR REASONABLY IMPLIED BY EACH DRAWING AND SPECIFICATION SECTION, ALL OF WHICH 15 COLLECTIVELY NECESSARY AND REQUIRED FOR THE EXECUTION OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS. 2. WRITTEN DIMENSIONS ON DRAWINGS GOVERN. DO NOT SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO AGREE. 6ENERALLY, SPECIFICATIONS WILL TAKE PRECEDENCE OVER DRAWINGS. SHOULD ANY DISCREPANCIES OCCUR, CONTRACTOR SHALL NOT PERFORM ANY WORK UNTIL RESOLVED BY THE ARCHITECT. WORK SHOWN ON DRAWINGS BUT NOT IN SPECIFICATION OR SHOWN IN SPECIFICATIONS BUT NOT ON THE DRAWINGS SHALL BE PROVIDED AS IF SHOWN ON BOTH. NO DEVIATIONS, CHANGES, SUBSTITUTIONS, ETC IN THE DOCUMENTS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. IN THE CASE OF CONFLICTS BETWEEN OR WITHIN THE DRAWINGS AND SPECIFICATIONS., THE GREATER QUANTITY, HIGHER QUALITY, ETC WORK SHALL BE PROVIDED AT NO ADDITIONAL COST. C. PROJECT COORDINATION 1. ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR FOR WORK SHOWN IN THE SPECIFICATIONS AND ON THE DRAWINGS SHALL JOINTLY AND SEPARATELY COORDINATE THEIR WORK WITH REGARD TO SCHEDULING, INSTALLATION PROCEDURES, SHOP DRAWINGS AND INSTALLATION OF ALL RELATED MATERIALS. 2. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND SUBCONTRACTORS RESPONSIBLE FOR THE WORK SHOWN IN THESE DOCUMENTS SHALL INSPECT AND APPROVE ALL PREFATORY WORK THAT HAS BEEN COMPLETED TO RECEIVE HI5 WORK, HE 15 TO ENSURE THAT HI5 WORK AND ADJACENT WORK WILL FINISH TO PROPER CONTOURS, PLANES AND LEVELS. PROMPTLY NOTIFY GENERAL CONTRACTOR OF ANY DEFECTS IN THE PREP WORK THAT WILL ADVERSELY AFFECT OR PREVENT THE SATISFACTORY COMPLETION OF H15 WORK. FAILURE TO NOTIFY GENERAL CONTRACTOR SHALL INDICATE ACCEPTANCE OF THE PREP WORK AND ANY 5UBSEOUENT CLAIMS OF DEFECTS SHALL NOT BE RECOGNIZED. 5. NO WORK SHALL BE PERFORMED UNTIL ALL PREP WORK HAS BEEN COMPLETED, CURED, DRIED, ETC AND READY TO RECEIVE THE WORK. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE TIMELY COORDINATION AND INSTALLATION OF ALL MATERIALS. 3 1 - o il i- N P11 r -2nd F FLAN -KNIT #-2� 1144" _ 11 0 ■ F LAN i FL OO R I . REMOVE EX 1ST FIREPLACE, FLUE AN D SURROUND COMPLETE - PATCH CEILING /ROOF TO MATCH EX 15T WATERTIGHT 2. REMOVE EXIST W,ALL5, DOORS, FRAMES, ETC 5. REMOVE EXIST KITCHEN CABINETS, COUNTER, ,APPLIANCES, FLOORI N6, ETC. RELOCATE EX 15T UTILITI AS READ FOR NEW CON5TR 4. PROVIDE NEW PL56 FIXTURES AS 5HOWN -TIE INTO EXIST PLB6 5Y5TEM 5. PROVIDE CEMENT BLACKER BD AT ALL TILE WALL5 6. NEW SHOWER -TIE INTO EXIST DRAIN - PROVIDE TEMP 6LA55 DOOR AND ENCLOSURE 7. RELOCATE EXIST DOORS, FRAME, THRESHOLD AND HDWE -51= AL WATERTI6HT 8. PATCH $ REPAIR EXIST NATERPR00F MEMBRANE W,ATERT1 GHT �f . XTROD I N,A I R #36 CF RECTANGULAR 11 (REVOLUTION) 6AS -F I RED FIREPLACE-VENT THROUGH ROOF - PATCH ROOF NATERTI6HT 1 0.2 /V2 LIMESTONE SLAB HEARTH - TOP ® 18" ,AFF 11. EXTEND EXIST FLOOR - PROVIDE NEW 6U,ARDR,A I L -5EE DETA Amms .. i I. ALL DEMOLITION WORK TO COMPLY WITH ALL CODES, ORDINANCES, RULES, REGULATIONS ETC, AS READ BY ALL AUTHORITIES HAVING JURISDICTION. 2. GC TO COORDINATE NOISY AND /OR DISRUPTIVE DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK 5. GENERAL CONTRACTOR IS TO FIELD VERIFY ALL EXIST CONDITIONS AND COORDINATE WITH ORIGINAL BUILDING DRAWINGS AND FIELD CONDITIONS. 4. GENERAL CONTRACTOR IS TO FIELD VERIFY ALL. EXI5ITN6 PLUMBING, ELECTRICAL, ETC FROM ABOVE AND RELOCATE AS REOD FOR NEW CON5TRUCTION -60 15 TO NOTIFY OWNER '12 HOURS IN ADVANCE OF ANY SERVICE DISRUPTIONS. 5. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING INCLUDING DESIGN, INSTALLATION AND REMOVAL. EX IST WALL TO REMAIN I.-, - _ -- _. -, , .. , - - - FLAN===UN1T #� 1 / 1 4 11 = 1 - o „ EX I 5T GONSTR TO 5E RE1-IO ED 2LLLL N W ,WALL. I . REMOVE ALL EXIST PLB6 FIXTURES 2. REMOVE EXIST W,ALL5, DOOR $ 6YP BD TO EXIST STUDS 3. REMOVE EXIST FLOORING 4. PROVIDE NEW PLB6 FIXTURES AS SHOWN -TIE INTO EXIST PLB6 SYSTEM 5. PROVIDE NEW MR 6YP BD 6. PROVIDE CEMENT BACKER BD AT ALL TILE WALLS 7. NEW SHOWER -TIE INTO EXIST DRA IN - PROVIDE TEMP 6LA55 DOOR AND ENCLOSURE P . RELOCATE EXIST SAND PROVIDE NEW DRAIN-TIE INTO EX 15T PL56 SY5T - PATCH EXIST FLOOR ASSEMBLY TO MATCH EX 15T - FIRE CAULK ALL PENETRATIONS � . REMOVE EXIST NALL5, DOORS, FR,AME5, ETC 10. REMOVE EXIST FLUE -THRU- ROOF - PATCH CL6 TO MATCH EX15T- P,ATGH ROOF WATERTI6HT 11. NEW FIREPLACE FLUE- THRU -ROOF- PATCH ROOF N ATERT16HT 12. REMOVE EXIST EXTERIOR NALL- SEE STRUOT DWG5 MAY 16 2008 T OWN OF VAI Imms �. 11 1 zl . architects PQ Box 1492 tel: 970- 479 -7387 Vail, CO 81658 fax: 970- 476-0077 0 2008 TrD orchitects, inc. All rights resin -ed I CONSULTANTS: �" i -x'111 .r D FLOOR FLANS NOTES z O N � � o �v O z w �" i -x'111 .r D FLOOR FLANS NOTES - 0ON5TR FRAMING i� 01 4x4 WD POSTS @ 4 OC, P 50 MTL BALUSTERS @ 4 00 FL'rND SUB TO MATCH EXIST YY DRYWALL 16 TlJI 210 'JOISTS @ 16 00-FRAME INTO EXIST WALLS , EXIST FLOOR STRUCT TAIL. = 1 1 - 0•• 5/4 if = it — 011 EXIST PSP FASCIA FIBER CEMENT SOFFIT -FIBER CEMENT LAP 51PIN6 TO MATCH EXle - 'TYVr=K'AIR INFIL BARRIER Y2" NP SHEATHING - 5 Y2" FI5f=R6LAS5 BAT IN5UL-R 21 -2x6 WD STUDS @ 16" 00 Rr EXIST GUARD RAIL AS REOD FOR NEW CON5TR— NFN lx& ND TRIM TO MATCH EXIST —Nr-Vq V41NDOY45 TO MATCH EXIST NEW FIBER CEMENT 51PIN6 TO MATCH EXIST LT NOF TH ELEVATION 11- 1/4 - 501 5TRUCT DN65 NEW ROOF OVERHANG TO MATCH EX15T-FLASH INTO EX15T WALL WATERTIGHT - SEE STRUOT DWGS NEW WD FASCIA TO MATCH EXIST SOUTH E NEW lx& WD TRIM TO MATCH EXIST RELOCATED SLIDING 6LAS5 DOOR LE\/AT�ON, 1/4 = 1 1 - 0 11 NEW FIBER CEMENT 51PIN& TO MATCH EXIST NEW GUARD RAIL TO MATCH - ----r- TO EXIST STUDS w/6 "x6" xv4" STL PLATES PV 4-,V4"(P LAG BOLTS EACH -T architects PO Box 1492 tel: 970-479-7387 VA, CO 81658 fax: 970-476-0077 ? 008 TzD arcwifecK hc. JU rights reserves I CONSULTANTS.- 155UE: APP, 15, 2005 - BUILDING PERMIT Z LMA -, r 50, 2005 -RE50HECK AN , I: .-- lbo 12- � voc- or- 'LOWER ROOF & UPPER LEVEL FRAMING mill To -, P MAIN LEVEL FRAMING r*. wr C%4 00 -00 fk > r*. wr I I All lumber ehall be Doue-Fii 02 S4S or better all wolnemi/ed lumber shall lie I lem-Fir 0 S•2S of be tter (all lumber Within I S" of fi nish i, - vade must tic �%ohllanimd), fIrmidesolid blocking 8*4)"on center in all diaphragms. All ope III ngs are trine nicrs, proi, i de one k ing said lot oponi I igs to 6 * -0 and 2 ki ng„ studs to opennigs over 6' 2) Vcrsal ire rs ill) F ') me as by HOISF CASCADE CORPORATION; we shop diaNN mg- and manofacturers standard details- All built-up Vcrsalam ficams toast be glued IN ith PLAOO and nailed -,% ith 2 rows of l6d spikes (,,il 9" oc. Vcrrsalaws deeper than 11 7,8" inwm be oohed together , ith 2 rows or5l'8" diameter bolts spaced 48" oc staggered. All alternates to be IevicIved alrd appto% ed by the engineer. 3) Sheath floors with T and ('I plywo6d with mininium span rating of 4(Y20 or better and glue with'I'l-4011 Nail plywood with I(fd (w 6" oc to all Joists, field coordinate screw option, 4) Sheath all exterior walls k0h '/," plywood w ith wounium span rating of 24/0 or better- Nail with 8d (ci' W' oc to all studs, 5 Live loads used for desipl- -Roof-80 pst'snoIi,% -Floor-40 psfre. -Deck- 100 psf*. - WiI1d - 90 mph (3 second gust), Exposure B. -Fatiliquakc-Zone C-113C. 6) All canstnncGon must coniply with the 2003 International Building Code as adopted by the Town of Vail Building Department and the "Gencr - 1 Conditions of the Contract for Construction (AIA Document A201). All construction must be completed IN ithin the tolerames described m the "Reslielcutial Constiuctiou Guidelines" I- prepared by the NIATIONAI, ASSOCIA HON OF IIONIII BUILDERS. 7) Construct wall as foflows- -Elxlcrirrr-2x6� i' 16" oc, _Iwerior-2x4 16" oc, Inveps notW olherwise. 8) All lvams, joists. and Iaflers ate to bear upon walls or beams, or be hmig woh SIMPSON Strong Tic hantius or approve equals. 91 All, structural members are shmvn in Ilicir f positions property braced and suppotled; during construction it may be uccessary to temporarily shore portions of (lie structure NN lalc lather pot lions lito being consiructed, Contact tine engineer for consultation as required. 10) General Contractor is responsible for all non -specs tied connectioms, contact envinLer for details as required. The engincei is to approve all str uctural starqtitutimm I If Geaeral Contractor is to coordinate all diaphragm penetrations 6x_ chimnQvs, plumbing, scivels, etc) through floors, walls, roofs and foundation wills with appropriate General Contractor is responsible for the means, methods, technitlocs, sequences, procedures, workmanship, seasonal schcduling and job -sate safety associated with this priiject, 'I lse General Contractor is to Notify engirim of all ccaiflicls and omissions betwecr) various elements of the working, project. General ("Wilractot is to inspect reloodel proiccts and Verily prior use and propu ifis'posal of existing maierials (ix_ asbestos, crc) as required by code. 12 All materials exposed to exterior and or mokoliv condiliow;'Shall be treal"d for these conditions fix- chemical treatment, suormig, painting, damproofing, nrembranes, Bashing, etc-) as required by code, All matemils to be treated fia fire resisfanrc ns r(quil ed by code. 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