Loading...
HomeMy WebLinkAboutDRB16-0123_3C T1.1_1478902733.pdf leo iF4f I.) SANDSTONE 70 UNITS 3C STAIRS D•B A'PROVED 4/ 2/2016 12 00:00 AM 921 RED SANDSTONE ROAD, UNIT 5C VI CTO . MARK DONALDSON VAIL, COLORADO 81657 /`t1 1 /\ - A55 :VIATIONS GLIN,IAL N t E OLLNPR / : ;���������� < SHEATHING ABV ABOVE LB POUND MGNEILL PROPERTY MANAGEMENT, INC \ \�\�\�A4 EARTH gE (PLYWOOD/OSB) AFF ABOVE FINISHED FLOOR LT LIGHT GENERAL BID, PERFORMANCEPROJECT REQUIREMENTS I8. CONTRACTOR SHALL HAVE THE FOLLOWING ITEMS AVAILABLE ON PROJECT SITE AT BRIAN GOUNSELMAN AFG ABOVE FINISHED GRADE LTL LINTEL AP ACCESS PANEL LVR LOUVER 00. THESE DOCUMENTS, THEIR ATTACHMENTS, REFERENCED STANDARDS 4 ASSOCIATED ALL TIMES FOR CONTRACTOR TO ENSURE PROJECT DOCUMENTS 4 CODE REQUIREMENTS 201-1 N. FRONTAGE ROAD #300 Le��,�����,��� GRAVEL / DRAINAGE �� MH MANHOLE ARE BEING MET DURING THE COURSE OF CONSTRUCTION. THESE DOCUMENTS SHALL BE ft�`�tilWOOD-FINISH ACT ACOUSTICAL CEILING TILE CODE 4 REGULATORY REQUIREMENTS ARE CONSIDERED TO BE INTEGRATED INTO THE VAIL, COLORADO 81657 MFR MANUFACTURER AVAILABLE TO THE ARCHITECT UPON REQUEST. A R C H I T E C T U R E ADJ ADJACENT MO MASONRY OPENING ENDORSED CONTRACT FOR CONSTRUCTION. ALL PROJECT REQUIREMENTS STATED PHONE: a-10.4-1ci.6047 FAX ci70.47-1.114-1 ,.... ..4. . a ALT ALTERNATE MATL MATERIAL HEREIN ARE CONSIDERED TO BE EQUALLY REQUIRED FOR PROJECT COMPLIANCE. A.CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT WITH E-MAIL: MCNEILL©VAIL.NET PLANNING CONCRETE WOOD-ROUGH AL ALUMINUM MAX MAXIMUM NOTATIONS AND SUPPLEMENTS. INTERIORS APPROX APPROXIMATELY MECH MECHANICAL 01. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, SITE 4 EXISTING CONDITIONS 4 B.CURRENT BUILDING DEPARTMENT INSPECTION REPORTS. STUCCO / EIFS or ADA AMERICAN DISABILITY ACT MG MEDICINE CABINET RELEVANT UTILITY LOCATIONS PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING G.MANUFACTURER DATE AND INSTALLATION REQUIRMENTS. SINCE 1q77 WOOD-BLOCKING A/C AIR CONDITIONING MMB MEMBRANE MATERIALS OR ENGAGING INTO CONTRACTS OR SUBCONTRACTS. ARCH .. .. . . . GYPSUM WALL BOARD ARCH ARCHITECTURAL MTL METAL D.2001 INTERNATIONAL BUILDING CODE. 1 —'- BSMT BASEMENT M METER 02. BIDDERS, VENDORS, SUBCONTRACTORS 4 CONTRACTOR ARE SOLELY RESPONSIBLE E.ANSI 1111 AND 2010 ADA REQUIREMENTS VICTOR MARK DONALDSON ARCHITECTS BATT INSULATION I�I■11. ������ ROOF SHINGLES F.PRIVATE COVENANT REGULATIONS AND REQUIREMENTS. nun ��� (SHAKE / ASPHALT) BRG BEARING MW MICROWAVE FOR A THOROUGH EXAMINATION OF THE DOCUMENTS, ATTACHMENTS, REFERENCED CODES G.UPDATED SUBMITTAL LOG. CHRIS JUERGENS PRINCIPAL ARCHITECT S BFG BELOW FINISHED GRADE MM MILLIMETER 4 STANDARDS IN CONCERT WITH VISIBLE EXISTING CONDITIONS TO DETERMINE FOR immo�� mo 1101,^i iiil ROOF TILES BEAM BEAM MPH MILES PER HOUR THEMSELVES THE SUFFICIENCY 4 ADEQUACY OF BID PROPOSALS FOR MATERIALS, H.SUBMITTALS, SHOP DRAWINGS, AND REQUESTS FOR INFORMATION. OOo{O EAST BEAVER GREEK BLVD, SUITE 207 9 Q �, B E N C H V R R K R 0 R D !•••••••••••� RIGID INSULATION tAItal L . (CERAMIC / SLATE) BVL BEVELED MIN MINIMUM LABOR AND SERVICES. REPORT 4 GAIN WRITTEN CLARIFICATION OF ANY CONFLICTS I. CURRENT AND COMPLETE PHOTO JOURNAL. P.O. BOX 5500, AVON, COLORADO 81620 BIT BITUMINOUS MIR MIRROR OR DEFICIENCIES PRIOR TO ENGAGING INTO CONTRACT. I I MASONRY STONE VENEER ELK BLOCK MISC. MISCELLANEOUS II. ONTRACTOR WILL PROVIDE 4 COPIES OF SUBMITTALS FOR ALL STRUCTURAL PHONE: a70.ci4c1.5200 / FAX: 170.14'1.5205 SUITE 2 0 7 �� MR MOISTURE RESISTANT MATERIALS. 7 CALENDAR DAYS ARE REQUIRED FOR SUBMITTAL REVIEW. BOX 5300 I i~ i (DRY STACK) BLKG BLOCKING MULL MULLION 03. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR DISCREPANCIES IN THE E-MAIL: chrisj@Vmda.com BD BOARD NAT NATURAL DOCUMENTS OR IF ANY GUIDANCE OR ADDITIONAL INFORMATION 15 NEEDED AN ANTICIPATED SUBMITTAL SCHEDULE WITH SUBMITTALS AND DATES CLEARLY j////� STEEL / METAL �4��0����1 (GROUTED)I STONE VENEER BO BOTTOM BOT BOTTOM OF NR NOISE NOM NOMINAL DUCTION IMMEDI4 SUBMAT NATURE OTELY UPON DGONFLETERM IIGING T ORXDSSGREPANGY��WRITING FOR PROPER WRINS NOTED ABOVE. TTEN IDENTIFIED 15 REQUIRED PRIOR TO THE COMMENCEMENT OF GONSTRGTION. AVON C 0 816 2 0 BLDCARPET N NORTHTIRESPONSE. 20. GENERAL CONTRACTOR SHALL COMPLY WITH GOVERNING AGENCIES IN EACH S L I L A ©N 1 N c= 970 . 949 . 5200 METAL DECKING o-4 CPT CARPET NIC NOT IN CONTRACT 6041 HEAVY TIMBER CSMT CASEMENT NT5 NOT TO SCALE 04. AREAS OF CONFLICT OR DISCREPANCY SHALL BE FULLY RESOLVED WITH LOCATION, INCLUDING BUT NOT LIMITED METRO DISTRICTS, DESIGN REVIEW BOARDS AND RELATED ASSOCIATIONS. IT 15 THE RESPONSIBITY OF THE GENERAL CONTRACTOR TO MONROE $ NEWELL ENGINEERS, INC GIP CAST IN PLACE O.G. ON CENTER WRITTEN/GRAPHIC ARCHITECT'S OR OWNER'S DOCUMENTATION BEFORE CONSTRUCTION MEET WITH THESE AGENCIES AND COMPLY WITH ALL OF THEIR CONSTRUCTIONc h r i s v m d a. c o m METAL STUDS — GLG CEILING OPG OPENING CONTINUES IN ANY AFFECTED AREA OF WORK. HANNES SPAEH, PRINCIPAL or ® ENGINEERED WOOD CTR CENTER OPP OPPOSITE REGULATIONS. BY COMMENCING WORK ON THESE PROEJCTS, GENERAL CONTRACTOR FAX 9 4 9 , 5 2 0 5 OPH OPPOSITE HAND ACKNOWLEGDES THAT THEY HAVE MET THE REQUIREMENTS OF THESE AGENCIES AND PO BOX: I5oI7 GT CERAMIC TILE 05B ORIENTED STRAND BOARD 05. DIMENSIONS NOTED ARE TO FACE-OF-FRAMING OR FACE-OF-CONCRETE UNLESS WILL ABIDE BY THE RULES AND REGULATIONS SET FORTH. 10 BENCHMARK ROAD, SUITE 204 GLR CLEARANCE NOTED OTHERWISE. CROSS-SECTION 4 VERTICAL ELEVATION DIMENSIONS ARE TO TOP .ir::: .r.,,` GLAZING / MIRROR OD OUTSIDE DIAMETER VAIL, COLORADO 81658 ..� , :, COL COLUMN OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLESS NOTED �^� OH OVERHEAD 21, THE GENERAL CONTRACTOR SHALL CONDUCT WEEKLY JOB SITE MEETINGS WITH THE C �,, O „ �`!, GONG CONCRETE OVERALL OTHERWISE. PHONE (170) a4a-1311 FAX (1-10) cf4c1-157-1 7 -�� CMU CONCRETE MASONRY UNIT OA PAINT ARCHITECT AND OWNER, IF AVAILABLE. PRIOR TO THE MEETING, THE GENERAL CONTRACTOR WILL DISTRIBUTE MEETING MINUTES FROM THE PREVIOUS MEETING WITH EMAIL: AVON@MONROE-NEWELL.GOM -y C CONDUIT PR PAIR O . CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REQUIRED ACTION ITEMS, A SUBMITTAL LOG, PROGRESS SCHEDULE, RFI LOG, WILL BE /�, A W I I 650.6 CONST CONSTRUCTION PKNG PARKING CODES 4 REGULATORY REQUIREMENTS 4 FOR OBTAINING ALL RIGHT-OF-WAY, BUILDING 4 PROVIDED BY THE GENERAL CONTRACTOR AT LEAST 24 HOURS PRIOR TO THE MEETING. L ` '.�o CONT CONTINUOUS PVMT PAVEMENT ASSOCIATED PERMITS 4 REQUIRED APPROVALS. CODE COMPLIANCE IS MANDATORY. - !. GJT CONTROL JOINT AT THE COMMENCEMENT OF CONSTRUCTION A WEEKLY MEETING TIME WILL BE SET AT A i.`L"-�,`-�1, PED PEDESTAL THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO MUTUALLY AGREEABLE TIME. 1 �* .�. ti4 CPR COPPER PLAM PLASTIC LAMINATE CODES 4 REGULATORY REQUIREMENTS GOVERNING THIS PROJECT. NOTIFY ARCHITECT 1 N GUST CUSTOM PL PLATE OF DOCUMENTED D15GREPANGIES PRIOR TO SUBMITTING BID PROPOSAL OR ENTERING 22. THESE DRAWINGS ARE INTENDED TO BE USED SOLELY AT THIS BUILDING ONLY AND t� ; SECTION CUT SYMBOL DEPT DEPARTMENT PLUM PLUMBING INTO CONSTRUCTION AGREEMENT. • ® D DEPTH PH PLYWOOD ARE NOT TO BE USED FOR REMODELS OF ANY OTHER BUILDINGS AT THIS PROPERTY OR '. PT PRESSURE TREATED ANY OTHER PROPERTY. DTL DETAIL 07. AS MAY BE REQUIRED BY PRIVATE COVENANTS/REGULATIONS, CONTRACTOR SHALL \\<7..../6.10,�� DIM DIMENSION PSF POUNDS PER SQUARE FOOT COORDINATE IN ADVANCE WITH APPROPRIATE REPRESENTATIVE 4 PERFORM ALL PSI POUNDS PER SQUARE INCH 23. SLOPE ALL CONCRETE AWAY FROM BUILDING. PROVIDE POSITIVE DRAINAGE AWAY .�,�©APS, DW DISH WASHER PRE-CONSTRUCTION REQUIREMENTS FOR SUBMITTAL OF STAGING PLAN, ACCESS PLAN, PC PRE-CAST FROM BUILDING IN ACCORDANCE WITH 2O01 IBC. ,ii1P>?>'- " ELEVATION REFERENCE DR DOOR PROP PROPERTY CONSTRUCTION PARKING, FENCING, EROSION CONTROL 4 ALL JOB SITE PROTOCOL. DWG DRAWING QT QUARRY TILE 24. ALL MATERIALS TO MATCH EXISTING UNLE555 OTHERWISE NOTED. DF DRINKING FOUNTAIN RCPT RECEPTACLE OS. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES 4 EQUIPMENT TO E EAST RE: REFER TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF CARE THAT 2ELEG ELECTRICAL REF REFERENCE ALLOW FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE AUTHORITY CO lllli,,,, ,,,,tlllllli,,,, ELEV ELEVATIONS REFR REFRIGERATOR HAVING JURISDICTION. O Ur EL ELEVATOR REINF REINFORCING mr$111i" 3 ''11111,, ,,III, 1 ELEVATION SYMBOLS EMER EMERGENCY READ REQUIRED 01. REFER TO ALL ARCHITECTURAL/ENGINEERING DOCUMENTS TO FULLY DETERMINE ti Z EQ EQUAL RES RESILIENT SPECIFICATIONS FOR REQUIRED MATERIALS 4 PRODUCTS. IF THERE ARE ANY W 0 11111' "I111111e EQUIV EQUIVALENT REV REVISION DOCUMENTED CONFLICTS OR OMISSION IN THE PLANS OR SPECIFICATIONS, CONTRACTOR Z W J 4 EXH EXHAUST RH RIGHT HAND SHALL CONTACT THE ARCHITECT TO RESOLVE THE ISSUE IN ADVANCE. O EXG EXISTING R -- D EXP EXPANSION R45 ROD AND SHELF 'A LW I N I N X m 10. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH EXT EXTERIOR RD ROOF DRAIN OWNER AND/OR ARCHITECT UPON WRITTEN APPROVAL IN ADVANCE. SUBMIT DETAILS ¢ ti r- '-' A REVISION SYMBOL FOC FACE OF CONCRETE RO ROOFING FOF FACE OF FINISH RM ROOM ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TOLi RROUGH OPENING DETERMINE ACCEPTABILITY BY ARCHITECT/OWNER WHO WILL PROVIDE WRITTEN Z �� LC) CO FOM FACE OF MASONRY R/S ROUGH SAWN DETERMINATION OF SUBSTITUTION WITHIN 7 DAYS. THE TIMING OF SUCH REQUESTS 15 THE TI.I TITLE SHEET F05 FACE OF STUDS 55 SANITARY SEWER SOLE RESPONSIBILITY OF GENERAL CONTRACTOR. (/) W FIN FL FINISH FLOOR ELEVATION (5) SEALANT AI.I DEMO and NEW FLOOR PLANS-UNIT 5C Z o © FE FIRE EXTINGUISHER SHT SHEET II. APPLICATIONS FOR PAYMENT SHALL BE SUBMITTED TO OWNER AND/OR ARCHITECT Ct FDC FIRE DEPARTMENT CONNECTION SHTG SHEATHING Cu) 0 (PER CONTRACT) WITH BACK-UP DETAIL REQUIRED BY CONTRACT FOR CONSTRUCTION. ® FHC FIRE HOSE CONNECTION SM SHEET METAL A2.I STAIR ELEVATIONS and SECTIONS-UNIT 5C FEC FIRE EXTINGUISHER CABINET SIM SIMILAR THE APPLICATION SHALL CONFORM TO THE APPROVED SCHEDULE OF VALUES 50 A5 TO � � J III DETAIL OR PLAN ENLARGEMENT FPL FIREPLACE SPM SINGLE PLY MEMBRANE READILY DETERMINE % COMPLETE ON A LINE ITEM BASIS. A COMPLETE 4 SOLID CORE COMPREHENSIVE SCHEDULE OF VALUES SHALL BE SUBMITTED 4 AGREED UPON PRIOR TO SI STRUCTURAL PLANS J FP FIREPROOFING W FLG FLASHING COMMENCEMENT. Z S SOUTH 32 STRUCTURAL NOTES and DETAILS �' FLR FLOOR SPEC SPECIFICATIONS 0 FP FLOOR DRAIN 50. FT. SQUARE FEET 12. ALL ROOF/WALL/VENT OR OTHER CONSTRUCTION JOINTS, ABUTMENTS OF DISSIMILAR 0 co FTG FOOTING 5.5TL STAINLESS STEEL MATERIALS 4 ALL AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE PROPERLY ZONI I4 I ICOE G Z FND FOUNDATION STD STANDARD FLASHED 4 COUNTER-FLASHED WITH NON-CORROSIVE FLASHING PER PROJECT 4 IBC WINDOW REFERENCE FBO FURNISHED BY OTHERS ST 5TL STEELTAPPING REQUIREMENTS. ©R DCONFORM WEATHER PREMATURELY. ALL WNDOW/DOORWALL OPENINGS ALL WIH SECTION 405 S ' '14R : w FUR FURRING SD STORM DRAIN /SMOKE OF THE 2001 IBC, APPLICABLE MANUFACTURER INSTALLATION 4 PERFORMANCE GA GAGE, GAUGE DETECTOR REQUIREMENTS. PROVIDE CAULKING AND SEALANTS AT ALL ABUTMENTS OF D1551MILAR Q CO 0 o 1k) GALV GALVANIZED SIR STRINGER MATERIALS. EXTERIOR BUILDING MODIFICATION 3 x 7 WINDOW / DOOR SIZE (FT. GD GARBAGE DISPOSAL STRUC STRUCTURAL GC GENERAL CONTRACTOR SW SWITCH ZONING DESIGNATION: MDMF SLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL 13. UPON COMPLETION OF THE WORK 4 INCLUDING PERFORMING THE WORK ON HIS OWN GL B GLASS, GLAZING TEL TELEPHONE OCCUPANCY GROUP: R2 DOOR REFERENCE GB GRAB BAR N TELEVISION PUNCH LIST, CONTRACTOR SHALL NOTIFY ARCHITECT OF COMPLETION 50 A5 TO REVIEW CONSTRUCTION TYPE: 5$ OND GROUND THK THICKNESS FOR PROJECT CONFORMANCE 4 IF NEEDED ISSUE AN ARCHITECT'S PUNCH LIST FOR THR THRESHOLD FINAL COMPLETION 4 PROJECT CONFORMANCE. GWB GYPSUM WALL BOARD © TBD TO BE DETERMINED SUBU 'Ll _, HGRHANGER NO. OF STORIES: 2DDWALL TYPE REFERENCE T$GTONGUE AND GROOVE14. A5 A PART OF PROJECT GL05E-OUT, FURNISH TO THE OWNER ALL WRITTEN 4 D HOW HARDWARE Toy TOP OF SLAB GRAPHIC MATERIALS FOR ALL EQUIPMENT, APPLIANCES, 4 HARDWARE 4 SYSTEMS FULLY SPRINKLED PER NFPA IS: NO 71i HDR HEADER TSL TOP OF STEEL INCLUDING WARRANTIES, CONSTRUCTION PHOTOGRAPHY, INSTRUCTION MANUALS, 4 HTG HEATING TOW TOP OF HALL INSTALLERS 4 MANUFACTURERS NAME 4 ADDRESS. CONTRACTOR WARRANTS AGAINST HVAC HEATING/VENTILATING/ AIR TB TOWEL BAR GOVERNING CODES: 2015 IBC TRANSOM FAILURE WORK INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE ©COPYRIGHT CONDITIONING TR PERIOD OF TWO (2) YEAR AFTER DATE OF FINAL PUNCH LIST COMPLETION 4 WRITTEN Victor Mark HT HEIGHT T TREAD 12 HC HOLLOW CORE TS TUBE STEEL OWNER ACCEPTANCE. Donaldson TYPICAL Architects 6 or 6:12 ROOF PITCH SYMBOL HM HOLLOW METAL 15. CONTRACTOR ACKNOWLEDGES HAVING HAD ACCESS TO NECESSARY PROJECT All Rights US HORIZ HORIZONTAL UG UNDERGROUND Reserved INCL INCLUDED UL UNDERWRITERS CONDITIONS, DOCUMENTS 4 PROJECT REQUIREMENTS, PROVIDED SUCH FULL 4 COMPLETE ID INSIDE DIAMETER LABRATORIES INFORMATION TO EACH VENDOR 4 SUBCONTRACTOR 4 HAS READ, UNDERSTANDS 4 IBC INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWISE TAKES NO EXCEPTION TO THE ENTIRE PROJECT REQUIREMENTS IN CONCERT WITH R E S I 0\ ISO INSTALLED BY OWNER VB VAPOR BARRIER PERTINENT PRIVATE 4 MUNICIPAL CONSTRUCTION REGULATIONS. VIF VERIFY IN FIELD INS INSULATED VL VERAM SUBMITTAL 4 JOBSITE DOCUMENTATION REQUIREMENTS INT INTERIOR VERT VERTICALPO4.) I S I I I ION: JT JOINT VCT VINYL COMPOSITION TILE JST JOIST V VOLTS I . CONTRACTOR SHALL SUBMIT IN ADVANCE, MAINTAIN 4 DISTRIBUTE JC JANITOR'S CLOSET W/D HASHER/ DRYER UPDATES OF ORGANIZED ELECTRONIC LOG INCLUDING DATES 4 DESCRIPTIONS FOR ALL REPLACE EXISTING DECK AND STAIR DATE 03/28/2016 KIT KITCHEN HC WATER CLOSET SUBMITTALS, REQUESTS FOR INFORMATION 4 SHOP DRAWINGS. SEVEN CALENDAR DAYS LAM LAMINATE WH HATER HEATER MAY BE NEEDED TO REVIEW SUCH INFORMATION. LVL LAMINATED VENEER LUMBER WWF WELDED HIRE FABRIC J 0 B \0. 1204 LAV LAVATORY H WIDTH /WATTS/WEST 17. ALL SUBMITTALS, REQUESTS FOR INFORMATION 4 SHOP DRAWINGS SHALL BE LH LEFT HAND HF HIDE FLANGE SUBMITTED TO OWNER/REP AND WRITTEN APPROVAL PROVIDED PRIOR TO L LENGTH / STEEL ANGLE WDW WINDOW COMMENCEMENT OF ORDERING PRODUCTS OR COMMENCEMENT OF RELATED Y1/ WITH CONSTRUCTION. IF OWNER/REP REJECTS ANY SUBMITTAL FOR NON-CONFORMANCE, TITLE SHEET HO WITHOUT ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ND WOOD HP WATERPROOF / WEATHERPROOF SHEET �0, T1 . 1 \