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Home My WebLink AboutDRB17-0266_A0.0_1500650520.pdf NO OF P4 ABBREVIATIONS GENERAL NOTES SYMBOLS DIRECTORY DRAWING LIST AB ANCHOR BOLT N NORTH 1 . DO NOT SCALE DRAWINGS. BUILDING SECTION OWNER A0.0 COVER NO. NAME V1 .1 6, ACOUS ACOUSTICAL N/A NOT APPLICABLE SIM NUMBER A1.0 EXISTING/DEMO AND PROPOSED PLANS �a7 d AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED, AND IN A1.1 PLAN ALT ALTERNATE NO NUMBER ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, BUILDING SECTION ,101 — UYA-UYA HOLDINGS, LTD C/O ALEJANDRO BALLESTEROS A2.11ROOFOUTH AND WEST ELEVATIONS r ALUM ALUMINUM NOM NOMINAL PERMITS, AND CONTRACT DOCUMENTS. (PLAN) ROQUEMEXICO A 189, LOMAS DE BEZARES .M APPROX APPROXIMATE NTS NOT TO SCALE SHEET NUMBER MEXICO CITY, 11910, MEXICO ARCH ARCHITECT(URAL) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE BUILDING SECTION '101 P: (970) 390-2223 E .com ASL ABOVE SEA LEVEL OC ON CENTER(S) PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. (ELEVATION) Contact:: al ALEJANDRO end LLES ATTEN ATTENUATION OD OUTSIDE DIAMETER ALEJANDRO BALLESTEROS � _OPP OPPOSITE 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE ARCHITECTURAL BD BOARD OSB ORIENTED STRAND BOARD CONDITIONS BEFORE STARTING ANY WORK. SHOULD A 1 ARCHITECT GROUP, LLC BKG BACKGROUND OSF OUTSIDE FACE DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR ELEVATIONS '101 BLDG BUILDING OZ OUNCE BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, S3 ARCHITECTURAL GROUP, LLC PO BOX 1537 BLK BLOCK THE GC SHALL NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS PO BOX 1537 EAGLE, COLORADO 81631 BM BEAM P POLE ON HOW TO PROCEED. EAGLE, CO 81631 (970)361-1393 BOT BOTTOM PERP PERPENDICULAR p; (970) 361-1393 amy@s3ag.com BO BOTTOM OF PL PLATE, PROPERTY LINE 5. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, WALL SECTION 101 DETAIL NUMBER E: amy@s3ag.com BRG BEARING PLY PLYWOOD CENTERLINE OF STRUCTURAL COLUMN, AND/OR FACE OF CONCRETE Contact: AMY SALTER, PRINCIPAL BTWN BETWEEN PREFAB PREFABRICATED FOUNDATION WALLS, UNLESS OTHERWISE NOTED. d SIM BUR BUILT UP ROOFING PSF POUNDS PER SQUARE FOOT DETAIL CALLOUT '101 SHEET NUMBER PSI POUNDS PER SQUARE INCH 6. ALL ANGLES ON PLANS ARE 90 OR 45 DEGREES, UNLESS OTHERWISE INTERIOR DESIGNER C/C CENTER TO CENTER PT PAINT NOTED. CHNL CHANNEL PW POTABLE WATER REED DESIGN GROUP, LLC CJ CONTROL JOINT 7. UNLESS OTHERWISE DIMENSIONED, CENTER DOOR AND WINDOW 343 PINE MARTEN WAY CL CENTER LINE QT QUARRY TILE OPENINGS, PLUMBING FIXTURES, ELECTRICAL DEVICES, HVAC SIM EDWARDS, CO 81632 CLG CEILING QTY QUANTITY DEVICES, ETC., DIRECTLY BETWEEN INTERSECTING WALLS. DETAIL CUT 1.01 p: (970) 390-3554 CLOS CLOSET MAINTAIN A MINIMUN OF 6" FROM INTERSECTING WALLS TO WINDOW (PLAN/SECTION) E: elisabeth@reeddesigngroupllc.com STAMP CMP CORRUGATED METAL PIPE R RISER AND/OR DOOR OPENINGS. NOTIFY ARCHITECT OF ANY Contact: ELISABETH REED, PRINCIPAL CO CLEANOUT RCP REFLECTED CEILING PLAN DISCREPANCIES. RELATED DETAIL io1 101 COL COLUMN RD ROOF DRAIN CUT BELOW OR CONC CONCRETE RE REFERENCE 8. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO FIT ABOVE STRUCTURAL ENGINEER CONT CONTINUOUS, CONTINUE REF REFRIGERATOR WITHIN CEILING AND WALL CAVITIES/SPACES. REFER TO THE BCI DOOR TAG (101) CORR CORRUGATED REINF REINFORCE(D), (ING) JOIST MANUAL FOR MAXIMUM TRUSSED JOIST PENETRATION SIZES. KRM CONSULATANTS, INC. CU CUBIC RM ROOM REVIEW POSSIBLE CONFLICTS WITH ARCHITECT OR GENERAL CW COLD WATER RO ROUGH OPENING CONTRACTOR PRIOR TO INSTALLATION FOR DETERMINATION OF WINDOW TAG 1t P 2 O VAIL, CO 81658 BOX 457 2 RS ROUGH SAWN PROPER COURSE OF ACTION. D DEEP/DEPTH p; (970)949-9391 DIAG DIAGONAL S SOUTH 9. THESE DRAWINGS REPRESENT BUIDING CORE AND SHELL REVISION TAG 0 ; TIM onsultants.com C DIAM DIAMETER SC SOLID CORE CONSTRUCTION INFORMATION, ANY FINISHES OR FIXTURES SHOWN Contt acct:t: TIM HENNUM, PRINCIPAL DTL DETAIL SCH SCHEDULE ARE FOR GRAPHIC LOCATION PRUPOSES ONLY. WALL TYPE TAG 1i . LO DW DISHWASHER SD STORM DRAIN DWG DRAWING SECT SECTION 10. MECHANICAL ROOM, ATTIC, AND CRAWL SPACE VENTILATION IS THE GEN CONTRACTOR/ OWNER'S REP LO SF SQUARE FEET RESPONSIBILITY OF THE MECHANICAL CONTRACTOR AND TO BE PER KEYNOTE TAG ED EA EACH SHTG SHEATHING ALL APPLICABLE CODES. REED DEVELOPMENT GROUP, INC. ELEC ELECTRIC(AL) SHT SHEET PO BOX 8928 ELEV ELEVATION/ELEVATOR SIM SIMILAR 11 . THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS TO THE LEVEL TAGS NAMEAVON, CO 81620 EM EMERGENCY SPEC SPECIFICATION(S) SITE AND TO THE AREAS PERMITTED BY THE OWNER AND THE ELEVATION p: (970)390-2223 EMBED EMBEDMENT SQ SQUARE ARCHITECT. E: hreed@reeddevelopmentgroup.com H EQ EQUAL STD STANDARD Contact: HENRY REED, PRINCIPAL DRAWING TITLE � DRAWING NAME EQUIP EQUIPMENT STL STEEL 12. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY SCALE EXG EXISTING STMP STAMPED CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BEZ EXP EXPANSION STN STONE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EXT EXTERIOR STOR STORAGE EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON + D STRUCT STRUCTURE (AL) COMPLETION OF EACH PHASE OF HIS/HER WORK, SHALL REMOVE NORTH ARROW FD FLOOR DRAIN SUSP SUSPENDED ALL TRASH AND DEBRIS AS A RESULT OF HIS/HER OPERATION. Project North FNFF DN FOUNDATIONVICINITYTHK THICK(NESS) 13. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED VICINITY MAP FINISH FG FIBERGLASS THRU THROUGH AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. v= Sgra -va,, FH FIRE HYDRANT TO TOP OF FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF GrAPPa F FLG FLANGE TOB TOP OF BEAM WORK. CODE SUMMARYit= w�s8r Z In B,„ DcI��Ilv;v FLUOR FLOURESCENT TOC TOP OF CONCRETEm6dgilifilrik FT FEET TOW TOP OF WALL 14. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR _ Fµr. rn FTG FOOTING TR TREAD SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION JURISDICTION: TOWN OF VAIL, COLORADO 4, m., GAS TRANS TRANSVERSE HAS BEEN REVIEWED BY THE ARCHITECT. a �o41e$par'' GA GAUGE TS TUBE STEEL 'S'°°'M GAL GALLON TSF TOP OF STRUCTURAL FLOOR 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL BUILDING CODE EDITIONS: 2015 IBC, 2015 IEBC, 2015 IFC, 11 GALV GALVANIZED TSS TOP OF STRUCTURAL SLAB NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT 2015 IPC, 2015 IMC, 2015 IFGC, _ ' GI GALVANIZED IRON TYP TYPICAL FOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWEL 2014 NEC, 2015 IECC F� VILLA Frrg��nk• j Lo CORTINA Ved$MeedOw� Lo GL GLASS BARS, ET.AL. ,z+,.,z+,. 1— M GND GROUND UG UNDERGROUNDOCCUPANCY: R-2 ► — GR GRADE, GRADING UL UNDERWRITER'S LABORATORY 16. MAINTAIN ALL RATED ASSEMBLIES AT EXTERIOR WALLS, PARTY i GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE WALLS, FLOORS, AND ROOFS IN THE BUILDING. CONTRUCTION TYPE: II-A41111111PM— 1 ' (1) LU > Mrcha HB HOSE BIBB VB VAPOR BARRIER STORIES: 3 above grade plane ...5 E 0 HC HOLLOWCORE VERT VERTICAL ' "zd , � HDWR HARDWARE VEST VESTIBULE SPRINKLERS: NO v$`°aol Rea . < � 0 HT HEIGHT VIF VERIFTY IN FIELD MAXIMUM GLAZING U-FACTOR .35 ° ��Go g�� ° Q "' HK HOOK(S) t � co HORZ HORIZONTAL W WEST HP HIGH POINT W/ WITH 07 w O HPWR HORSE POWER W/D WASHER/DRYER J HR HOUR W/O WITHOUT > (NI HW HOT WATER WC WATER CLOSET "I > HWC HOT WATER CIRCULATION WD WOOD ISSUE: WP WATERPROOF(ING) IN INCHES WWF WELDED WIRE FABRIC NO DATE REMARKS INCL INCLUDE, INCLUDING 1 06/09/17 CLIENT REVIEW INFO INFORMATION X CROSS 2 06/16/17 HOA SUBMITTAL INSUL INSULATION/INSULATING 3 06/23/17 HOA RE-SUBMITTAL INT INTERIOR 4 06/26/17 DRB SUBMITTAL JT JOINT MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURE(R) MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED, MOUNTING MSHEET NAME TL METAL COVER SHEET NUMBER 0 AO . O PROJECT NO: 1705