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HomeMy WebLinkAboutB13-0029 REV1 PLANS APPROVEDReviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN D >��� By J Mondragon at 1:30 pm, Jul 09, 2013 POTATO V - Illi X SECTION GUT SYMBOL XX.X 41��' -� ELEVATION REFERENCE 2 X 3 XXX 1 ELEVATION SYMBOLS XX.X 4 Ax REVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT I I 1 OWINDOW REFERENCE 3 °x 70 WINDOW / DOOR SIZE ODOOR REFERENCE T xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL 7TP 1/4" N WELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL EXTERIOR REMODEL PATCH CLUB, U 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV EARTH LB SHEATHING AFF ABOVE FINISHED FLOOR LT (PLYWOOD /05B) AFC, GRAVEL / DRAINAGE LTL WOOD - FINISH AP CONCRETE LVR WOOD -ROUGH ACT STUCCO / EIF5 or MH WOOD - BLOCKING ADJ GYPSUM WALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ROOF KE {/IASPHALT) 00 a MAIL MATERIAL AL RIGID INSULATION ® ROOF ERAMIC APPROX APPROXIMATELY MEGH / 5LATE) ADA MASONRY MG STONE VENEER (DRY A/G AIR CONDITIONING MMB STACK) ARCH STEEL/ METAL 0 STONE VENEER (GROUTED) BSMT METAL DECKING 8 HEAVY TIMBER SRO METAL STUDS ® or ® ENGINEERED WOOD BFG BELOW FINISHED GRADE MM GLAZING / MIRROR X SECTION GUT SYMBOL XX.X 41��' -� ELEVATION REFERENCE 2 X 3 XXX 1 ELEVATION SYMBOLS XX.X 4 Ax REVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT I I 1 OWINDOW REFERENCE 3 °x 70 WINDOW / DOOR SIZE ODOOR REFERENCE T xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL 7TP 1/4" N WELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL EXTERIOR REMODEL PATCH CLUB, U 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFC, ABOVE FINISHED GRADE LTL LINTEL AP ACCE55 PANEL LVR LOUVER ACT ACOUSTICAL CEILING TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING 00 a MAIL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY MEGH MECHANICAL ADA AMERICAN P15ABILITY ACT MG MEDICINE CABINET A/G AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL BSMT BASEMENT M METER SRO BEARING MW MICROWAVE BFG BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK MISC MISCELLANEOUS BLKG BLOCKING MR MOISTURE RE515TANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OPT CARPET NIC NOT IN CONTRACT 05MT GA5EMENT NT5 NOT TO 50ALE GIP CA5T IN PLACE O.G. ON CENTER GLG GEILING OPG OPENING GTR CENTER OFF OPPOSITE OT CERAMIC TILE OPH OPPOSITE HAND GLR CLEARANCE 05B ORIENTED STRAND BOARD COL COLUMN OD OUTSIDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MA50NRY UNIT (P) PAINT G CONDUIT PAIR GON5T CONSTRUCTION FKNG PARKING GONT CONTINUOUS OJT CONTROL JOINT PEP PEDESTAL GPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH FN PLYWOOD DTL DETAIL FT PRE55URE TREATED DIM DIMEN51ON P5F POUNDS PER SQUARE FOOT DW DISH WASHER P51 POUNDS PER SQUARE INCH OR DOOR PC PRE -GA5T PROF PROPERTY DWG DRAWING QT QUARRY TILE OF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST REFER TO ELEG ELECTRICAL REF REF REFERENN CE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RE5 RESILIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EXG EXISTING R R15ER EXP EXPAN51ON R$5 ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN RFC, ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FINISH RO ROUGH OPENING FOM FACE OF MA50NRY R/5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY 5EWER FIN FL FINISH FLOOR ELEVATION (5) SEALANT FE FIRE F-XTINOU15HF-R SHT SHEET FDIC FIRE DEPARTMENT CONNECTION SHTG 5HEATHIN6 FHG FIRE H05E CONNECTION 5M SHEET METAL FEG FIRE EXTIN6UI5HER CABINET SIM 51MILAR FPL FIREPLACE 5FM SINGLE PLY MEMBRANE FF FIREFROOFING 50 SOLID CORE FLG FLASHING 5 SOUTH FLR FLOOR SPEC SPECIFICATIONS 50. FT. SQUARE FEET FD FLOOR DRAIN 5.5TL 5TAINLE55 STEEL FTC, FOOTING STANDARD FND FOUNDATION 5T 5ELF- TAPPING FBO FURNISHED BY OTHERS 5TL STEEL FUR FURRING 5D STORM DRAIN / SMOKE GA GAGE, GAUGE DETECTOR GALV GALVANIZED 5TR 5TRINGER OD GARBAGE D I5FO5AL 5TRUG STRUCTURAL GG GENERAL CONTRACTOR 5W 5WITCH CLAM GLULAM LAMINATED BEAM 5YM SYMMETRICAL GL 6LA55, GLAZING TEL TELEPHONE GB GRAB BAR TV TELEVISION GND GROUND THK THICKNESS THR THRESHOLD GWB GYF5UM WALL BOARD TBD TO BE DETERMINED HGR HANGER T$6 TONGUE AND GROOVE HDW HARDWARE TOS TOP OF SLAB HDR HEADER 75L TOP OF STEEL HTG HEATING TOW TOP OF WALL HVAG HEATING/VENTILATING/ AIR TB TOWEL BAR CONDITIONING TR TRANSOM HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND INCL INCLUDED UL UNDERWRITERS LABRATORIE5 ID INSIDE DIAMETER UNO UNLESS NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR VB VAPOR BARRIER IBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VERSALAM INT INTERIOR VERT VERTICAL JT JOINT VCT VINYL COMPOSITION TILE J5T JOIST V VOLTS JO JANITOR'S CLOSET WD WASHER / DRYER KIT KITCHEN WG WATER CLOSET LAM LAMINATE NH WATER HEATER LVL LAMINATED VENEER LUMBER MF WELDED WIRE FABRIC, LAV LAVATORY W WIDTH / WATT5 / WEST LH LEFT HAND NF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW W/ WITH NO WITHOUT WD WOOD WP WATERPROOF / WEATHERPROOF SEE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE s INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, SATISFACTORY & CODE COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET 4 SCHEDULE AS WELL AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND/OR COMMENCEMENT OF WORK. 01. DO NOT 50ALE DRAWIN65. VERIFY DIMENSIONS, FIELD CONDITIONS $ UTILITY LOCATIONS ON51TE PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/ SUBCONTRACTS. 02. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EXISTING FIELD CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN ANY AFFECTED AREA OF WORK. 04. PLAN DIMENSIONS ARE TO FACE -OF- FRAMING OR FACE -OF- CONCRETE UNLE55 NOTED OTHERWISE. GRO55- 5ECTION $ VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLE55 NOTED OTHERWISE. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR 4 CEILING CAVITIES FOR MISCELLANEOUS IN5TALLATION5 NECESSARY FOR SUPPORT, BLOCKING OR MANUFACTURER/IN5TALLATION INSTRUCTION WHETHER 5HOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. O6. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF TH15 PROJECT, HE SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT /OWNER/TENANT OF RE5PON51BILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 01. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES 4 OBTAINING ALL PERMITS $ REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RELEVANT CODES GOVERNING THI5 PROJECT. 0&. GENERAL CONTRACTOR s SUBCONTRACTORS SHALL FIELD COORDINATE & OBTAIN APPROVAL FROM THE ARCHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY CA5T -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. Oa. ALL NEW 4 REMODEL (WHETHER ENGINEERED OR DE51GN- BUILD) ELECTRICAL, FLUMBING t FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE 4 REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY 4 OTHER AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. 10. 5UB5TITUTION5 OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL SUBMIT DETAILS (IF NEEDED), ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TO DETERMINE ACCEPTABILITY. 11. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR $ HI5 SUBCONTRACTORS, VENDORS 4 WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 12. GENERAL CONTRACTOR 4 ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / INTERIOR DESIGNERS, STRUCTURAL, ELECTRICAL, PLUMBING s ANY /ALL OTHER SPECIALTY CON5ULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON THI5 PROJECT. IF THERE ARE ANY CONFLICTS OR OM155ION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RESOLVE THE ISSUE. 13. AS A PART OF PROJECT GL05E -OUT, THE CONTRACTOR SHALL FURNI5H TO THE OWNER ALL WRITTEN $ GRAPHIC MATERIALS FOR ANY 4 ALL EQUIPMENT, APPLIANCES, HARDWARE & SYSTEMS INCLUDING WARRANTIES, INSTRUCTION MANUALS, INSTALLERS 4 MANUFACTURERS NAME 4 ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES $ APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR FURTHER WARRANTS A6AIN5T FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL 4 CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUE5T5 FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARCHITECT +CONTRACTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'S. THREE CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'5 ONCE WRITTEN RFI'S ARE RECEIVED. 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ ARCHITECT +GONTRAGTOR) TO OWNER/ARGHITEGT AS PRESCRIBED HEREIN. CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROPOSED SUBMITTAL LOG WITH ALL DATES NOTED. ARCHITECT SHALL REVIEW s REPLY TO EACH SUBMITTAL WITHIN 7 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON - CONFORMANCE, ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ALTERNATELY IF ALL THE ITEMS SPECIFIED MATERIALS LISTED HEREIN ARE BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS LIST AND PURCHASE L15T DEMON5TRATIN6 THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF SUBMITTALS. I6. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED 4 PROTECTED TO A55URE A WEATHER- RE515TANT EXTERIOR ENVELOPE ASSEMBLY. SEE PROJECT � � = MANUAL FOR ADDITIONAL REQUIREMENTS THE FOLLOWING IS A SUMMARY OF ITEMS SPECIFIED, REFER TO ATTACHED MANUFACTURERS SPECIFICATIONS AND MANUFACTURES LITERATURE FOR ADDITIONAL INFORMATION. ENSURE THAT WALL 5UB5TRATE 15 FLAT AND FREE OF DAMAGE AND FOREIGN DEBRIS BEFORE BUILDING WRAP 15 APPLIED. SECURE BUILDING WRAP WITH NON- GORRO51VE ROOFING NAILS OR STAPLES SPACED APPROXIMATELY 8" ALONG THE TOP AND BOTTOM PLATES AND 24" APART IN THE FIELD OF THE ROLL. FASTENERS SHOULD BE OF SUFFICIENT LENGTH TO PENETRATE FRAMING OR FASTENING SUBSTRATE. ENSURE THAT FA5TENER5 ARE PROPERLY DRIVEN; OVER AND /OR UNDER- DRIVEN FASTENERS MAY CAUSE PULLING AROUND THE FASTENER AND DAMAGE TO THE BUILDING WRAP MATERIAL. JOINT TREATMENT: 5HEATHING TAPE SHOULD BE APPLIED AT THE JOINTS OF BUILDING. FOR INTEGRATION WITH OPENIN65 AND FLASHING MATERIALS, BUILDING WRAP SHOULD CONFORM TO INDUSTRY STANDARDS INCLUDING A5TM E2112 -01 AND AAMA 711 -05. B13 -0029 Approved by the Design Review Board 18 R 19 TOWN ��AI�. By Warren Campbell at 5:05 pm, Jul 15, 2013 GRACE VYGOR PLUS BUTYL SELF - ADHERED FLASHING HTTfl: / /WWW.NA.ORAGEGON5TRUCTION.COM APPLY IN FAIR WEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 40° F (411 G) OR HIGHER. APPLY DIRECTLY TO SUBSTRATE. COMPATIBLE 5UB5TRATE5 INCLUDE WOOD, PLYWOOD, ORIENTED STRAND BOARD, EXTERIOR GYPSUM, METAL, CONCRETE AND MASONRY. INSTALL GRACE VYGOR BUTYL WITH WEATHER - RESISTIVE BARRIERS TO FORM WATER - SHEDDING LAPS. REFER TO TECHNICAL LETTER I, CHEMICAL COMPATIBILITY WITH OTHER BUILDING MATERIALS AND SEALANTS, FOR LI5T OF COMPATIBLE WEATHER- RE515TIVE BARRIERS. OUT MEMBRANE TO LENGTH. PEEL BACK RELEASE LINER. ALIGN MEMBRANE AND PRE55 INTO PLACE. MECHANICALLY FASTEN MEMBRANE AT VERTICAL TERMINATIONS AS NECESSARY. PRE55 OR ROLL INTO PLACE WITH HAND ROLLER TO ACHIEVE BEST ADHESION. 510INO AND TRIM FASTENERS NON- CORRO51VE, DOUBLE HOT - DIPPED, GALVANIZED OR STAINLE55 STEEL NAILS OR SCREWS SPECIALLY DE51ONF-D FOR WOOD SIDING ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INCLUDE STRUCTURAL 5HEATHIN6 THICKNESS. MINIMUM 151/16" 05B OR 1/2" PLYWOOD. IF U51NO 5CREW5, A MINIMUM OF 3/4" MUST PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL 51DINO OVER QUESTIONABLE WALL CONSTRUCTION. PLACE THE FASTENER I" (NOMINAL) FROM THE TOP OF THE PANEL AND NO OL05ER THAN 3/8" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. STUCCO 3 GOAT GEMENTITIOU5 STUCCO SYSTEM: 5TO POWERWALL FINISH (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHESIVE -B, SCRATCH s BROWN GOAT W/ EMBEDDED 4 OZ (YELLOW) 5TO CRACK ISOLATION MESH, 17 GA SELF - FURRED WOVEN STUCCO NETTING PER A5TM 01032,1 1/2" EXTRUDED FOAM INSULATION, TYVEK HOUSE WRAP. PROVIDE AMIGO' FOUNDATION WEEP SCREED I$ 'AMIGO' CASING BEAD PER A5TM 01063. PROVIDE SUBMITTAL SHOWING CONTROL JOINTS FOR APPROVAL BY ARCHITECT. COLOR - SAO HARBOR GRAY. PAINT: PAINT PRIMER AND STAINS FOR 51DING, TRIM, SOFFITS AND STUCCO SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS 5PEGIFICATION5. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXISTING FASCIA 4 SOFFIT: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY SIDING: BENJAMIN MOORE, AURA LINE, HG -103 CROMWELL GRAY WINDOWS: FELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LASTIC INTEGRAL ACRYLIC FINISH, COLOR TO MATCH BENJAMIN MOORE, HG -a5, SAG HARBOR GRAY GARDEN WALLS: PATCH AND REPAIR EXISTING STUCCO. 5TO- LA5TIC ELA5TOMERIC FAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HO-15,5A6 HARBOR GRAY WINDOW $ DOOR TRIM: BENJAMIN MOOR HG -103 GROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 CROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN DECKING: EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE FRF-55URE TREATED. RAILING PANELS 4 GUARDRAIL GAP: BENJAMIN MOORE HG -103 CROMWELL GRAY, ARBORGOAT, 5EMITRAN5PARENT STAIN PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER TI.1 TITLE SHEET ASI BUILDING LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO. I FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN AI.O BASEMENT LEVEL FLOOR PLAN A1.1 FIRST LEVEL FLOOR PLAN A1.2 SECOND LEVEL FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A6.1 DECK $ GUARDRAIL DETAILS A6.2 DECK $ GUARDRAIL DETAILS A6.3 61JARDRA I L $ EXTERIOR WALL DETAILS A6.4 FLASHING $ WALL DETAILS A6.5 WATERPROOF I NO $ DECK DETAILS A7.1 WINDOW DETAILS A7.2 WINDOW $ DOOR DETAILS A73 UNIT -18 WINDOW DOOR ELEVATIONS A7.4 UNIT -I� WINDOW DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAM I NO OWNER- POTATO PATCH CLUB HOME OWNERS ASSOCIATION C/O MCNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD N #300 VAIL, CO 81657 PHONE: 1- 10.471.6047 JEFF HANES, POTATO PATCH CLUB BOARD PRESIDENT OAG MANAGEMENT, INCORPORATE P.O. BOX 25111111 EDNARDS, GO 81632 ERIK PETERSON, PRESIDENT ERI KPERTERSON @OACMI NC.COM PHONE: ci70.310.0163 MATT LENIS, COAP, AC PROJECT ENGINEER MATTLENI S@ OAGM I NC.COM PHONE: 720.323.2441 VICTOR MARK DONALD50N ARCHITECTS P.O. BOX 5300 AVON, COLORADO 81620 PHONE: 170.�4a5200 CHRIS JUERGENS, PRINCIPAL E -MAIL: GHRISJ @1MDA.COM MARK DONALDSON, PRINCIPAL E -MAIL: MARKO @1MDA.COM MONROE $ NEWELL ENGINEERS, INC. P.O. BOX 15LI7 AVON, GO 81620 PHONE: 170.141.7768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE @MONROE- NENELL.COM ALPINE ENGINEERING, INC P.O. BOX 17 EDNARDS, GO 81632 PHONE: 170.126.3373 GLENN PALMER E -MAIL: PALMER @ALPINECIVIL.COM \I FLU X BCI$ E 1 520 NEST CANAL COURT, SUITE 240 L I TTLETON, GO 80120 PHONE: 303.350.1000 LINDA MGGONAN, PRINCIPAL E -MAIL: LINDA @BUILDING- G -E.COM GE JOHNSON CONSTRUCTION COMPANY 40800 H I GHNAY 6, SUITE 8 AVON, CO 81620 PHONE: 170.376.2523 ANDY SANDOVAL, SUPERINTENDENT SANDOVALA@ GEJOHNSON.COM RECEIVED By David Rhoades at 5:00 pm, Jul 03, 2013 EXTERIOR REMODEL OF AN EXISTING TWO UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD 51DING, STUCCO REPLACEMENT, REMOVAL AND REPLACEMENT OF DECKING, DECK FRAMING, GUARDRAILS AND STEPS, WINDOW AND DOOR TRIMS AND RE- PAINTING OF EXTERIOR. C�1►_ ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 CO4C� I OR w D N G A�,C� Cn ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 V0 1: 1 Lo � = LU 00 0 00 Q Q 0 00 a Q 0 0 0 Z 0 0 Z w 0� 0 4CE Lf) O Q 0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 3/8/2013 1: 1 1311 TITLE SHEET 1 T1111 UNIT 18 AND 19 35 f 4 41 40 3 r 36 3& 34 33 sa - - ::- 574 s2 22` , sos c� �D _ - -_- - q- - - -- 64 63� - -- - _ 49 6-\ 21 - 23 ✓1 \ a1 i - - 24 - - - - \ %- - r r , 14 - 6. ,11 1 j I � I d t?J SCALE 0 2040 80 cc i 3, ILDING LCC�ATION PL 31 GORE REVIEW M I. APPLICABLE GORES IX. 8311.1 MEANS OF E&RES5. ALL DWELLIN65 SHALL BE PROVIDED WITH A MEANS OF EORE55 Al. 420.2 SEPARATION WALLS. WALL5 SEPARATING DWELLING UNITS IN THE SAME BUILDING, A. 2012 INTERNATIONAL RESIDENTIAL CODE A5 PROVIDED IN TH15 SECTION. THE MEANS OF EORE55 SHALL PROVIDE A CONTINUOUS AND WALL5 5EPARATING 5LEEPIN6 UNITS IN THE SAME BUILDING AND WALL5 5EPARATING DWELLING B. 2012 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 12 UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRE55 TRAVEL FROM ALL PORTIONS OF OR 5LEEPIN6 UNITS FROM OTHER OCCUPANCIES CONTIOUOU5 TO THEM IN THE SAME BUILDING G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED EORE55 DOOR WITHOUT SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. D. 2011 NEC REQUIRING TRAVEL THROUGH A GARAGE. E. ALL ADOPTED TOWN OF VAIL CODES A. R31I.2 EORE55 DOOR. AT LEAST ONE EORE55 DOOR SHALL BE PROVIDED FOR EACH All, TYPES OF CONSTRUCTION (IBG '12) DWELLING UNIT. THE EORE55 DOOR SHALL BE 51DE- HINGED AND SHALL PROVIDE A MINIMUM R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION, BUILDING ELEMENTS ARE TO II. USE / OCCUPANCY CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, HAVE THE FOLLOWING FIRE- RE5I5TIVE RATINGS PER '12 IBC, TABLE 601 CONDOMINIUMS - RESIDENTIAL R -2 WITH THE DOOR OPEN 1I0 DEOREE5. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL PRIMARY STRUCTURAL FRAME O -HOUR - -- Q NOT BE LE55 THAN 78 INGHE5 IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE EXTERIOR BEARING WALLS O -HOUR - -- III. BUILDING HEI6HT5 AND AREAS BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM Z A. BUILDING HEIGHT ('12 IBG TABLE 503) DIMENSIONS. EORE55 DOOR5 SHALL BE READILY OPENABLE FROM IN51DE THE DWELLING PER '12 IBC, TABLE 602, FIRE- RE5ITIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT. WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 15 GREATER THAN 10 FT. 40' -0" B. 8311.3 FLOORS AND LANDIN65 AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR B. BUILDING AREA ('12 IBC TABLE 503) FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDIN6 SHALL NOT BE XIV. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY E55 THAN THE DOOR SERVED. EVERY LANDIN6 5H HAVE A MINIMUM DIMEN51ON OF 36 L �-L A. '105.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDIN65 SHALL BE PERMITTED TO REQUIRED WALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, IV. APPLICABILITY ('12 IRC) HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERCENT). BUILDINGS ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. A. R102.1 EXISTING STRUCTURES. THE LEGAL OCCUPANCY OF ANY 5TRU07URE EXISTING G. R31I.3.1 FLOOR ELEVATIONS AT THE REQUIRED E6RE55 DOORS. LANDIN65 OR FINISHED B. 705.5 EXTERIOR WALLS SHALL BE FIRE - RESISTANCE RATED IN ACCORDANCE WITH ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT GHAN6E, FLOORS AT THE REQUIRED EORE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN TABLES 601 AND 602 AND THIS SECTION EXCEPT A5 15 5PEGIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE G. 705.8.1 ALLOWABLE AREA OF OPENIN65. THE MAXIMUM AREA OF UNPROTECTED AND MAINTENANCE GORE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NECESSARY BY THE SHALL NOT BE MORE THAN -15/4 INGHE5 BELOW THE TOP OF THE THRESHOLD PROVIDED THE PROTECTED OPENIN65 PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING, SHALL BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANT5 AND THE DOOR DOE5 NOT 5WIN6 OVER THE LANDING OR FLOOR. NOT EXCEED THE PERCENTAOE5 SPECIFIED IN TABLE '705.8. PUBLIC. D. R3113.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE EXCEPTION 2. BUILDIN65 WHOSE EXTERIOR BEARING WALL5, EXTERIOR NONBEARING WALL B. R1021.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS REQUIRED E67RE55 DOOR SHALL BE PROVIDED WITH LANDIN65 OR FLOORS NOT MORE THAN 7 AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANGE TO ANY STRUCTURE SHALL CONFORM TO THE REQUIREMENTS FOR A NEW STRUCTURE WITHOUT 3/4 INCHES BELOW THE TOP OF THE THRESHOLD. RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENIN65. REQUIRING THE EXISTING 5TRU07URE TO COMPLY WITH ALL OF THE REQUIREMENTS OF THI5 CODE, E. 8311.3.3 STORM AND 50REEN DOORS. STORM AND SCREEN DOORS SHALL BE UNLE55 OTHERWISE STATED. ADDITIONS, ALTERATIONS OR REPAIRS SHALL NOT CAUSE AN PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDIN65. XV. 708 FIRE PARTITIONS - WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING AS EX15TINO STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE F. 8311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND R15ER5 SHALL MEET THE REQUIRED BY SECTION 420.2 BUILDING. REQUIREMENTS OF THI5 SECTION. FOR THE PURP05E5 OF THI5 SECTION ALL DIMENSIONS AND A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION DIMEN51ONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. OR FLOOR/GEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, V. DEFINITIONS ('12 IRC, 4 '12 IBC) 6. R311.7.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 13/4 INCHES. THE RISER SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANCE -RATED FLOOR/GEILIN6 OR ROOF /CEILING AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGE5 OF THE ADJACENT TREADS. THE ASSEMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA MORE THAN 3/8 INCH. R15ER5 5HALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE SHEATHING, DECK OR SLAB, THE SPACE BETWEEN THE GEILIN6 AND THE 5HEATHIN6, DECK OR IF SUCH AREA5 ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR N051NO OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DE&REE5 FROM THE SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS ABOVE. VERTICAL. OPEN R15ER5 ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES 718.2 AND 718.3 AT THE PARTITION LINE. NOT PERMIT THE PA55AOE OF A 4 -INCH- DIAMETER SPHERE, COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR EXCEPTION: THE OPENING BETWEEN ADJACENT TREADS 15 NOT LIMITED ON STAIRS WITH A MORE SIDES BY EXTERIOR BUILDING WALLS OR OTHER EN0LO51N6 DEVICES. TOTAL R15E OF 30 INCHES OR LE55. H. R311.7.5.2 TREADS. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY MODIFIED IRO SECTIONS PER TOWN OF VAIL ORDINANCE NO. 12 DWELLING. A BUILDIN6 THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT CHAPTERS 1 -3 OKAY DE51ONED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE 6REATE5T TREAD DEPTH WITHIN ANY CHAPTERS 4 -7 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC PURPOSES. FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. CHAPTER 8 SECTIONS R802 THRU R804 ARE TO BE DELETED IN THEIR ENTIRETY I. R31I.16 LANDIN65 FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE CHAPTER 4 DELETED IN ITS ENTIRETY AND REPLACED BY THE IBC DWELLING UNIT. A SINGLE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION CHAPTER II -43 DELETED IN THEIR ENTIRETY AND REPLACED WITH THE IPC, IMC, ENERGY AND NEC FOR ONE OR MORE PERSONS, INCLUDING, PERMANENT PROVISIONS FOR LIVING, SLEEPING, EATING, OF TRAVEL SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDIN65 OF SHAPES RESPECTIVELY GOOKIN6 AND SANITATION. OTHER THAN SQUARE OR RECTANGULAR 5HALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM THE BUILDIN6 FACE TO ONE RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRWAY HAS A 5TRA16HT RUN, OF THE FOLLOWING: THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. 1. THE GL05E5T INTERIOR LOT LINE; J. R3II.15 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC WAY; OR EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE R15ER5. 3. TO AN IMAGINARY LINE BETWEEN TWO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL BE MEASURED AT RIGHT ANGLE5 FROM THE FACE OF THE WALL. X. R312.1 6UARD5. 6UARD5 SHALL BE PROVIDED IN ACCORDANCE WITH 5ECTION5 R312.1.1 THROUGH R312.1.4. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE A. R512.1.1 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -51DED WALKING Reviewed for Code Compliance ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT SURFACES, INGLUDIN6 STAIRS, RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 Code: 2012 International Residential Code (IRC) ABOVE 15: INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 I. MORE THAN 6 FEET ABOVE THE GRADE PLANE; OR INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT 5GREENIN6 SHALL NOT BE By J Mondry on at 1:30 m, Jul 09, 2013 TQ� 9 p 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. CONSIDERED AS A GUARD. B. R312.1.2 HE16HT. REQUIRED 6UARD5 AT OPEN -51DEP WALKING 5URFACE5, INGLUDIN6 VI. 6LAZIN6 ('12 IRC) STAIRS, PORCHES, BALCONIES OR LANDIN65, SHALL BE NOT LE55 THAN 36 INCHES 1416H A. R30b.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 306.1.1 EACH PANE OF MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED 5EATING GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R306.4 SHALL BE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. Approved b the pp y PROVIDED WITH A MANUFACTURER'S DESIGNATION 5PECIFYIN6 WHO APPLIED THE DESIGNATION, G. R312.1.3 OPENING LIMITATIONS. REQUIRED 6UAR05 SHALL NOT HAVE OPENING5 FROM DE51ONATINO THE TYPE OF OLA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA55AOE OF A SPHERE Design Review Board COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. 4 INCHES IN DIAMETER. B Warren Campbell at 5:04 pm, Jul 15, 2013 L y TOWN O f VAIL B. 8308.4.1 6LAZIN6 IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF D. R312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. G. R306.4.2 6LAZIN6 ADJACENT DOORS. GLAZING IN AN INDIVIDUAL FIXED OR E. R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE WINDOW 15 LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, GLAZING 15 WITHIN A 24 -INCH ARC, OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A D. R308.4.3 6LAZIN6 IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE 4-INCH-DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS FIN15 FINISHED FLOOR. LOCATION: EXCEPTIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 4 SQUARE FEET. I. WINDOW5 WHOSE OPENIN65 WILL NOT ALLOW A 4 -INCH- DIAMETER SPHERE TO PASS 2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 18 INCHES ABOVE THE FLOOR; THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPENED POSITION. 3, THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY 4. ONE OR MORE WALKING 5URFACE5 ARE WITHIN 36 INGHE5, MEASURED HORIZONTALLY WITH A5TM F 20x0. AND IN A STRAIGHT LINE, OF THE GLAZING. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.22. VII. R30a.4 AUTOMATIC GARAGE DOOR OPENERS ('12 IRC). AUTOMATIC GARAGE DOOR F. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. SHALL COMPLY WITH A5TM F 2080. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, 5HALL NOT REDUCE VIII. R510 EMERGENCY E50APE AND RESCUE REQUIRED ('12 IRC). BASEMENTS, HABITABLE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION R310.I.1. ATTICS AND EVERY 5LEEPIN6 ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY E50APE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, XI. R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS A&AIN5T DECAY. EMERGENCY EGRE55 AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH 5LEEPIN6 ROOM. A. R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD BASED PRODUCTS WHERE EMERGENCY E50APE AND RESCUE OPENIN65 ARE PROVIDED THEY SHALL HAVE A SILL FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE- TREATED IN ACCORDANCE WITH AWPA UI A. R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY E50APE AND RESCUE OPENIN65 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END U5E. PRESERVATIVES 5HALL BE L15TED IN SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. SECTION 4 OF AWPA U1. B. R310.12 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING SHALL BE 24 I. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES. INCHES OR WOOD 61RDER5 WHEN CLOSER THAN 12 INCHES TO THE EXP05ED GROUND IN CRAWL G. R310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH 5HALL BE SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING 20 INCHES. FOUNDATION. D. R3I0.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENIN65 2• ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MA50NRY EXTERIOR SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, FOUNDATION WALLS AND ARE LE55 THAN 8 INCHES FROM THE EXPOSED GROUND. TOOLS OR SPECIAL KNOWLEDGE. 3. 51LL5 AND 5LEEPER5 ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT E. R310.2 WINDOW WELLS. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. BE a SQUARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE 4. THE ENDS OF WOOD 61RDER5 ENTERING EXTERIOR MASONRY OR CONCRETE WALLS AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RE50UE OPENING TO HAVING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, 51DE5 AND ENDS. BE FULLY OPENED. 5. WOOD SIDING, 5HEATHIN6 AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R310.2.1 SHALL BE PERMITTED A CLEARANCE OF LE55 THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED TO ENCROACH A MAXIMUM OF 6 INCHES INTO REQUIRED DIMEN5ION5 OF THE WINDOW WELL. VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO 5LAB5 AND 51MILAR HORIZONTAL F. R310.2.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN SURFACES EXP05ED TO THE WEATHER. 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE- PERMEABLE FLOORS OR ROOFS THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR 5TEP5 REQUIRED BY THI5 SECTION THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY 5LAB5 UNLE55 SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 8311.7 AND 8311.8. LADDERS OR RUN65 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INGHE5, 5HALL PROJECT AT LEAST 3 INCHES B. R317.1.2 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN FROM THE WALL AND 5HALL BE SPACED NOT MORE THAN 18 INGHE5 ON CENTER VERTICALLY CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE FOR THE FULL HEIGHT OF THE WINDOW WELL. WEATHER THAT SUPPORTS PERMANENT 5TRUG7URE5 INTENDED FOR HUMAN OCCUPANCY SHALL BE 6. R310.4 BARS, 6RILLE5, COVERS AND SCREENS. BARS GRILLES, COVERS, 5GREEN5 OR APPROVED PRE55URE- PRE5ERVATIVE- TREATED WOOD SUITABLE FOR GROUND CONTACT USE, 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENGY E50APE AND RESCUE EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR OPENIN65, BULKHEAD ENGL05URE5, OR WINDOW WELLS THAT SERVE SUCH OPENIN65, PROVIDED CONTINUOUSLY 5UBMER6ED IN FRESH WATER. THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES WITH SECTIONS R310.1.1 TO R310.13 AND SUCH G. R317.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DEVICES SHALL BE RELEA5ABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, DECAY RESISTANCE OR APPROVED PRE55URE- PRE5ERVATIVE TREATED WOOD. TOOL, SPECIAL KNOWLEDGE OR FORGE GREATER THAN THAT WHICH 15 REQUIRED FOR NORMAL D. R5173 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND OPERATION OF THE E50APE AND RESCUE OPENING. FIRE- RETARDANT - TREATED WOOD. FASTENERS, INGLUDIN6 NUTS AND WA5HER5, AND CONNECTORS IN CONTACT WITH PRESERVATIVE - TREATED WOOD AND FIRE - RETARDANT - TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZING - COATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. E. 83173.1 FASTENERS FOR PRESERVATIVE - TREATED WOOD. FA5TENER5, INGLUDIN6 NUTS AND WASHERS, FOR PRESERVATIVE- TREATED WOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, 5TAINLE55 STEEL, 51LIGON BRONZE OR COPPER. COATING TYPE5 AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE AB5CENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF A5TM A (653 TYPE 6185 ZING - COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. m W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 VI r R w A?\C ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N ) I Q 4/29/2013 3/8/2013 1311 BUILDING LOCATION PLAN AS1 UNIT 18 AND 19 M 0 Vow 0-) Q w ' Ov00 Q Q 00 00 Q J z O <O Q Z w O O Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N ) I Q 4/29/2013 3/8/2013 1311 BUILDING LOCATION PLAN AS1 UNIT 18 AND 19 OA 2 .42.2 O O 0 (D-- (D-- I 2.2 (D(8) O io I� (D — — --------- \I LU �Iv to DI 0 zl J /2--� .42.1 DEMOLITION KE1' - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS $ WINDOWS; REMOVE DOOR FRAME $THRE5HOLD) R) =MOVE EX15TING DOOR, DOOR FRAME, $THRE5HOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLASHING; 5EE DETAIL I OR 2 SHEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLA5HING HAS BEEN IN5TALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5. RE: 5TRUCT. FOR ELEMENT5 TO REMAIN. — — — — — — REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW A THERMACORE OVER -HEAD DOOR W/ WOOD CLADDING, AND — — — — — PATCH AND REPAIR EXISTING STUCCO. 2 COAT5 OF PAINT RE: PAINT -- 5PEC15 5HEET TH. DEMOLITION NOTES O THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 3306 $ TABLE 5306.1. 3, MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED OBY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT RE0UIREMENT5, ALL SERVICE UTILITY, FIRE O PROTECTION $ ANY POWER SHALL BE 015CONNECTED AND CAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING WALL SEPARATION RATINGS 4 FLOOR/CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED O BREACHES DISCOVERED IN THE PROCE55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE CLEAN AIR OR D15RUPT ADJACENT OPERATIONS. O O 0 E) 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. a. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. Q. MANAGE 5ALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN DF VAIL By J Mondragon at 1:30 pm, Jul 09, 2013 Approved by the Design Review Board TO VVM O F VA I � By Warren Campbell at 5:04 pm, Jul 15, 2013 5ASEMENT LEVEL DEMO PLAN 5GALE: 1/ 4" = I' - O" U N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C VI TOR N A? Cif, ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 Q 4/29/2013 1 Vow 1: 1 1311 BASEMENT LEVEL =w00 PLAN 1 O v0 Q ~U� Q 00 00 < Q J 0 Z 0 0 Z �0�o LU O Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 1 3/8/2013 1: 1 1311 BASEMENT LEVEL DEMO PLAN 1 A0.0 UNIT 18 AND 19 OA 2 .42.2 (D 0 0 0 G) UNIT � E) T 5 TX2.1 7 5 T O DEMOLITION KE1' - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 WINDOWS; REMOVE DOOR FRAME 4THRE5HOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRESHOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLASHING; SEE DETAIL I OR 2 5HEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLA5HING HAS BEEN IN5TALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5. RE: 5TRUCT. FOR ELEMENT5 TO REMAIN. — — — — — — REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW A THERMACORE OVER -HEAD DOOR W/ WOOD CLADDING, AND — — — — — PATCH AND REPAIR EXISTING STUCCO. 2 COAT5 OF PAINT RE: PAINT -- 5PEC'S 5HEET TH. DEMOLITION NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. OI. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VA I L BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 5306 $ TABLE 3506.1. 3. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER O PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE P15CONNEGTF-D AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY ODISTRICTS AND ALL PERTINENT CODES. D 5. PROTECT ALL SURROUNDING WALL SEPARATION RATINGS $ FLOOR /CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. O 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR D15RUPT ADJACENT OPERATIONS. 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW CONSTRUCTION. 5. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. 1. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING I NVENTORY $ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. 0 OReviewed for Code Compliance Code: 2012 International Residential Code (IRC) TAW ���� By J Mondragon at 1:30 pm, Jul 09, 2013 O 0 0 Approved by the Design Review Board TOWN �� I By Warren Campbell at 5:04 pm, Jul 15, 2013 FIRST LEVEL DEMO PLAN 50ALE: I / 4" = I' - O" U N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 VI r R N I 'Its A ?\C M ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 Q 4/29/2013 Vow 1 3/8/2013 a7 = LU °0 Ov00 PLAN 1 A0.1 UNIT 18 AND 19 Q 00 00 < Q J 0 Z 0 0 Z LU ry O O Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 FIRST LEVEL DEMO PLAN 1 A0.1 UNIT 18 AND 19 OA G) 2 .42.2 E) - - O 0 0 E) 0 rwihl �o UNfi =� UN � fi = O O �o (D LINE OF OUTSIDE FACE OF 5TUD WALL BELOW 0 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 t WINDOWS; REMOVE DOOR FRAME $THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; 5EE DETAIL I OR 2 5HEET A1.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN IN5TALLED. REFER TO 5HEET'S A2.1 4 A2.2 FOR LOCATION. F/77�1 REMOVE EXISTING GUARDRAILS, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. — — — — — — REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W/ WOOD CLADDING, AND — — — — — PATCH AND REPAIR EXISTING 5TUGCO. 2 GOATS OF PAINT RE: PAINT — — — — — 5PEC'S 5HEET TH. r DEMOS fi ON NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. OI. A 50HEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 3306 4 TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF EORE55 AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE O PROTECTION 4 ANY POWER SHALL BE D15CONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REOULATION5 AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. O3. PROTECT ALL SURROUNDING WALL SEPARATION RATINGS 4 FLOOR /CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCE55 OF DEMOLITION 50 AS TO ACCOMMODATE 005T5 THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY- TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR D15RUPT ADJACENT OPERATIONS. 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ 2 MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW .42., CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. a. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. (D O Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF ���� ° By J Mondragon at 1:30 pm, Jul 09, 2013 Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 5:04 pm, Jul 15, 2013 0 0 ow 'jamir"Invara-M-0 50ALE: I / 4" = I' - O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 VI TOR 6 �? N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 Q 4/29/2013 Vow 1 3/8/2013 d' 1311 w 00 Ov00 PLAN 1 A0.2 Q Q U) 00 00 < Q J 0 zoo wz 0� O O Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 O 5/14/2013 1 3/8/2013 1: 1 1311 SECOND LEVEL DEMO PLAN 1 A0.2 UNIT 18 AND 19 OA O m O N NEW WALL AD ITION O =� O N O 0 NEW 0 4�m II �I �I oI d �I of IJU LU O 0 N iu 2 .42.1 N 0 m NEW WALL ADDITION ABOVE x �r 0 LU cn W 0 CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. _ALL NEW EXTERIOR COLORS $ ©COPYRIGHT MATERIALS LE5END Victor Mark Donaldson Architects All Rights Reserved NEW 5 -GOAT STUCCO 5Y5TEM: 5TO POWERWALL FIN15H OAS B (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, 15 WITH NEW PAINT. 50RATCH 4 BROWN GOAT W/ EMBEDDED CRACK 150LATION 1: 1 MESH, 17 GA SELF- FURRED WOVEN STUCCO NETTING. BASEMENT LEVEL CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND FOR STUCCO TEXTURE $ COLOR. RE: WALL DETAIL SHEET FOR 0') ADDITIONAL INFORMATION. 2 NEW WOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR 51DINO NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL 8 FIN15H DETAILS. Q Q CEDAR GLADDING, AND OPERATOR. NEW 2x R5 CEDAR WOOD TRIM AND RIM J015T5: O� RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. Q < EXISTING METAL ROOF SHINGLES: TO REMAIN -NO GRANGE ff GUTTER5 4 DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS NO WORK. CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. _ALL NEW Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN DF VAEL A By J Mondragon at 1:30 pm, Jul 09, 2013 0 . Approved by the Design Review Board OTOWN OF VAI L By Warren Campbell at 5:04 pm, Jul 15, 2013 O O 0 r� 5ASEMENT LEVEL FLOOR ALAN 50ALE: I / 4" = I' - O" U N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 VI TOR N A?, ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN OAS B Q 4/29/2013 ,&5/14/2013 15 WITH NEW PAINT. 3/8/2013 1: 1 1311 BASEMENT LEVEL —� WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND 1 0') RESET. LU 00 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. Q Q CEDAR GLADDING, AND OPERATOR. C.� 5TUCCO SOFFIT ABOVE, RE: DETAIL(5) Q < J 0 GUTTER5 4 DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS 0 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. OG GA EN 5 LL: PA H A RE IRE ITTN STUCCO. 2 I GO TS OF PAIN RE: PAINT SPEC'S SHEET TH. O 2 ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR 0 CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. A 1 T NAL SUL ADD N5U TI O ,GOO D I HATE WI T 2 I �10�:. OWNER OWNNER' REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL O COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN DF VAEL A By J Mondragon at 1:30 pm, Jul 09, 2013 0 . Approved by the Design Review Board OTOWN OF VAI L By Warren Campbell at 5:04 pm, Jul 15, 2013 O O 0 r� 5ASEMENT LEVEL FLOOR ALAN 50ALE: I / 4" = I' - O" U N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 VI TOR N A?, ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 ,&5/14/2013 1 3/8/2013 1: 1 1311 BASEMENT LEVEL Vow PLAN 1 0') = LU 00 Ov00 Q Q U) 00 00 Q < J 0 Z 0 0 Z LU 0� 0 Q�< 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 ,&5/14/2013 1 3/8/2013 1: 1 1311 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 18 AND 19 O 2 (H) O SIM. 0 0 F I RST LEVEL FLOOR PLAN 50ALE: I / 4" = I' - 0" O O �O •O I I E O I I I I I I 1 1 .46.2 O EXTERIOR COLORS $ MATERIALS LEOEND NEW 3 -00AT STUCCO SYSTEM: STO POWERWALL FIN15H (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, SCRATCH 4 BROWN GOAT W/ EMBEDDED CRACK 150LATION MESH, 11 GA SELF- FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE 4 COLOR. RE: WALL DETAIL SHEET FOR ADDITIONAL INFORMATION. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. NEW 2x RS CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HIN6LE5: TO REMAIN -NO CHANGE NO WORK. 5 CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. LL NEW DECK FRA ING TO BE P 55 ATED. EXISTING WOOD SOFFIT 8 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -7 WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND P> INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. (7___Q-_A EN LL: PA H A RE IRE ISTIN STUCCO. 2 GO T5 OF PAIN RE: PAINT 5PEC'S SHEET TI.I. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. NA' J OWNER 8 OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. DEC,< REGUIREMENTS: 'EVERGRAIN COMPOSITE DECKING' I X b TO BE USED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERGRAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION INSTRUCTIONS. COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN SIDE TO BE INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING SYSTEM. ALL NEW DECK FRAMING TO BE PRF-55URE TREATED. EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE EVIDENCE OF 5UCH OUALIFIGATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL OApproved by the Design Review Board TOWN OF VAIL I By Warren Campbell at 5 :04 pm, Jul 15, 2013 Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VAIC BY J Mondragon at 1:30 pm, Jul 09, 2013 0 NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 VI TOR N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved J o Q 4/29/2013 Vow 1 3/8/2013 0-) = w 00 Ov00 A1.1 Q Q U) 00 00 Q <0 J zoo wz ry 0 O Q M 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 FIRST LEVEL FLOOR PLAN A1.1 UNIT 18 AND 19 2 .42.2 �j 6� (D- 0 0 1 2.2 (f� 8� O Q o UNIT= IT45 (H) 3ELOW >F OUT5IDE FACE JD WALL BELOW GUTTERS t DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. 4D:Aq. 2 OF PAIN RE: PAINT SPEC'S SHEET TH. OENTRY PATIO 4 GARDEN PAVER5: EXISTING PAVER 5Y5TEM G 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. Op I A I T NAL 5UL 10 ADD NSUL T I O ,GOO I HATE HIT 2 OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLOR5 AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. 2 X42.1 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN >��� By J Mondragon at 1:31 pm, Jul 09, 2013 OApproved by the Design Review Board TOWN By Warren Campbell at 5:04 pm, Jul 15, 2013 - O O 0 SECOND LEVEL FLOOR PLAN U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 P VI TOR N M EXTERIOR COLORS � Victor Mark Donaldson MATERIALS LEGEND Architects All Rights NEW 3 -GOAT STUCCO 5Y5TEM: 5TO POWERWALL FINISH 0 (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, Vow 50RATCH $ BROWN GOAT W/ EMBEDDED CRACK 150LATION 3/8/2013 a7 MESH, I7 GA SELF- FURRED WOVEN 5TUGGO NETTING. LU o0 CONTRACTOR 5HALL PROVIDE MOCK -UP FOR OWNER APPROVAL v0 1 FOR STUCCO TEXTURE $ COLOR. RE: WALL DETAIL SHEET FOR UNIT 18 AND 19 Q ADDITIONAL INFORMATION. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO < Q J 0 OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL 0 0 FIN15H DETAILS. NEW 2x R5 CEDAR WOOD TRIM AND RIM J015T5: 0 RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 0 Q EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 M NO WORK. O 0 EH ECK/BALCON 4 GUA RAILS: SHALL B OUCH 5AW �J CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. LL NEW 1 DEGK FRA 'INO TO B i ATED. EXISTING WOOD 5OFFIT 4 FA50IA AT ROOF: SHALL REMAIN A5 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND O RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. cfi 5T000O SOFFIT ABOVE, RE: DETAIL(5) GUTTERS t DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. 4D:Aq. 2 OF PAIN RE: PAINT SPEC'S SHEET TH. OENTRY PATIO 4 GARDEN PAVER5: EXISTING PAVER 5Y5TEM G 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. Op I A I T NAL 5UL 10 ADD NSUL T I O ,GOO I HATE HIT 2 OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLOR5 AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. 2 X42.1 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN >��� By J Mondragon at 1:31 pm, Jul 09, 2013 OApproved by the Design Review Board TOWN By Warren Campbell at 5:04 pm, Jul 15, 2013 - O O 0 SECOND LEVEL FLOOR PLAN U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 P VI TOR N M ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 Q 4/29/2013 Vow 1 3/8/2013 a7 = LU o0 O v0 1 A1.2 UNIT 18 AND 19 Q 00 00 < Q J 0 Z 0 0 Z LU ry 0 0 Q M 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 18 AND 19 ,11111 SECOND LEVEL ,,nlllll SECOND LEVEL SEGON 8252._ 8243.E BA5EN 'Uv 8234.E Design Review Board �� FRONT ELEVATION TO �'N OF VAIKN7 By Warren Campbell at 5:04 pm, Jul 15, 2013 SCALE: I / 4" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TUWI ���� By J Mondragon at 1:31 pm, Jul 09, 2013 RIGHT ELEVATION SCALE: I / 4" = I' - O" 7 LEVEL 2' -E\/EL 2' _NT LEVEL 71 EVEL `/NEW DEGK/BALGONY" � GUARDRAILS: SHALL BE`1;;�OUGH 5ANf CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERORAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(S) OUTTER5 $ DOWNSPOUTS: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. OA EN LL�RE: A RE IRE 15TIN STUCCO. 2 GO T5 OF PAAINT 5PEC'5 SHEET TI.I. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 13 1 ADDITfONAL`iN5ULA`fION" ADD`1N5UL"ATI OWNER 4 OWNNER'5 REP. A REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1065 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51N6 BEADS. THE SEPARATION 5PACIN6 SHALL BE NOT LF-55 THAN 115 IN. OR AS REOUIRED BY THE ANTICIPATED THERMAL EXF05URE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE GEILINO FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.5 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix Ti; TO REMAIN EXISTING 2x f TO REMAIN EXISTING 5OF VENT TO REM, CAULK BEAD NEW 2x10 GEL FREEZE BOAS NEW 1/2" PLYY CASING BEAD NEW 1 1/2" EX7 INSULATION NEW STUCCO TYV A=V , WEATF,LC-1 Ln��iLR Rr-. Spar, EAVE D 50ALE: 1 1/2" = I' - O" L @ S "T N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 V1 TOR N M EXTERIOR 00L0 S $ EXISTING ROOFING, 5KYLIGHT5, AND MATERIALS L E(5EI D ROOF FLASHING TO REMAIN NEW 3 -GOAT STUCCO SYSTEM: 5TO POWERWALL FIN15H (FREEFORM TEXTURE - LACE), 5T0 PRIMER/ADHE5IVE -B, 0') SCRATCH $ BROWN GOAT W/ EMBEDDED CRACK 150LATION w 00 MESH, 11 GA SELF - FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL Q Q FOR STUCCO TEXTURE s COLOR. RE: WALL DETAIL SHEET FOR 00 � ADDITIONAL INFORMATION. 2 NEW WOOD 51 D I N6: I xb R.5. CHANNEL LAP CEDAR 51 D I NO Q�O J OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL 3 O A2 1 tYP. 0 O FINISH DETAILS. 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: �Z Z tYP. RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 6 10 6 10 EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO GHANGE 4 O NO WORK. 0 ,,nlllll SECOND LEVEL SEGON 8252._ 8243.E BA5EN 'Uv 8234.E Design Review Board �� FRONT ELEVATION TO �'N OF VAIKN7 By Warren Campbell at 5:04 pm, Jul 15, 2013 SCALE: I / 4" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TUWI ���� By J Mondragon at 1:31 pm, Jul 09, 2013 RIGHT ELEVATION SCALE: I / 4" = I' - O" 7 LEVEL 2' -E\/EL 2' _NT LEVEL 71 EVEL `/NEW DEGK/BALGONY" � GUARDRAILS: SHALL BE`1;;�OUGH 5ANf CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERORAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(S) OUTTER5 $ DOWNSPOUTS: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. OA EN LL�RE: A RE IRE 15TIN STUCCO. 2 GO T5 OF PAAINT 5PEC'5 SHEET TI.I. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 13 1 ADDITfONAL`iN5ULA`fION" ADD`1N5UL"ATI OWNER 4 OWNNER'5 REP. A REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1065 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51N6 BEADS. THE SEPARATION 5PACIN6 SHALL BE NOT LF-55 THAN 115 IN. OR AS REOUIRED BY THE ANTICIPATED THERMAL EXF05URE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE GEILINO FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.5 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix Ti; TO REMAIN EXISTING 2x f TO REMAIN EXISTING 5OF VENT TO REM, CAULK BEAD NEW 2x10 GEL FREEZE BOAS NEW 1/2" PLYY CASING BEAD NEW 1 1/2" EX7 INSULATION NEW STUCCO TYV A=V , WEATF,LC-1 Ln��iLR Rr-. Spar, EAVE D 50ALE: 1 1/2" = I' - O" L @ S "T N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 04 9 V1 TOR N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.1 UNIT 18 AND 19 M 0 Vow 0') = w 00 Ov00 Q Q 00 00 � a w Q�O J z O 0 Z w ry O 0 Q M 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.1 UNIT 18 AND 19 52 d� FIR '-V 82z :m STUCCO IN LIEU OF SIDING PENDING DRB APPROVAL SECOND LEVEL 8252.32' r2K FIRST LE 5243.32 BASEMENT LEVEL _ 8234.67' ■ . , t,-p. EXISTING ROOFING AND ROOF FLASHING TO REMAIN, NO CHANGE REAR ELEVATION SCALE: I / 4" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 1:31 pm, Jul 09, 2013 EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT SPECS T.I Iq.2.D Ia.2.G Ia.2.A 2 AR AUAIhl I 14.1.0 11 14.I.H 4.1.E 1 14.I.K 14.I.J �4ro.3 14.1.1 Oe e o e e e e e o e O O O O O O O O O 01 O � O UNlfi�0 UNIT�I� O LEFT ELEVATION 50ALE: I / 4" = I' - O" Approved by the Design Review Board TOWN Of VA Ir L By Warren Campbell at 5:04 pm, Jul 15, 2013 r � ME M I� F I R5T LEVEL II LINE OF EXISTING GARDEN WALL 14.O.B T d BASEMENT LEVEL 8234.86' EXTERIOR COLORS $ MATERIALS LEGEND CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PACING SHALL BE NOT LE55 THAN I/& IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.5 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. EXISTING Ix TRIM TO REMAIN EXISTING 2x FASCIA TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE — BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2" EXTRUDED FOAM INSULATION NEW IXb CEDAR LAP 51DINO TYVEK, WEATHER BARRIER — RE: SPEC. EXISTING ROOF A55EMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x 5TUDWALL TO REMAIN EAVE DETAIL @ SIDING 50ALE: 1 1/2" = 1'- O" U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 9� VI TOR w D" N G � NEW 3 -GOAT STUCCO SYSTEM: 5T0 POWERWALL FIN15H (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, SCRATCH $ BROWN GOAT W/ EMBEDDED CRACK 150LATION MESH, 17 GA SELF- FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL 0 FOR STUCCO TEXTURE $ COLOR. RE: WALL DETAIL SHEET FOR ADDITIONAL INFORMATION. 2 NEW WOOD 51DINO: Ixb R.S. CHANNEL LAP CEDAR 51DINO 0') OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL w FIN15H DETAILS. 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. Q EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. 00 EW ECK/BALCON 4 GUA RAILS: SHALL B OUCH 5AW rj CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING z SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE <O Q GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. L NEW 1 DECK FRA ING TO BE P 55 ATED. LU ry O EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN L A515 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOWNSPOUTS: REMOVE EXISTING DOWN5POUT5 AS O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. EN LL: PA H A RE TUGGO. 2 4D�:� S OF PAIN RE: PAINT 5PEG'5 SHEET TI.I. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. I � I T NAL SUL 10 ADD N5U T IO ,GOO I HATE WI T 2 OWNER � OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PACING SHALL BE NOT LE55 THAN I/& IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.5 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. EXISTING Ix TRIM TO REMAIN EXISTING 2x FASCIA TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE — BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2" EXTRUDED FOAM INSULATION NEW IXb CEDAR LAP 51DINO TYVEK, WEATHER BARRIER — RE: SPEC. EXISTING ROOF A55EMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x 5TUDWALL TO REMAIN EAVE DETAIL @ SIDING 50ALE: 1 1/2" = 1'- O" U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C 9� VI TOR w D" N G � ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.2 UNIT 18 AND 19 0 Vow 0') w 00 Ov00 Q Q U) 00 00 Q J z O <O Q Z LU ry O O Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.2 UNIT 18 AND 19 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) Tn1•eae nr Dii I RAnnrJrnrvr`n ni+ 1-Z1 nm hit 00 01) I Z I WN - J SO *J 11 NAM I NOW qbmh,4 5CALE: I / 2" = I' - O" I I I I EXISTING LIVING ROOM EXISTING GARAGE GUARDRAIL ELEVATION 50AtLE: 1/ 2" = P - O" HYDROTEGH'5 MONOLITHIC MEMBRANE 6125 FR OVER 1/2" 4X4 5EGUROCK SET IN LOW RISE INSULATION ADHESIVE OVER 40 P51 EXTRUDED POLYSTYRENE INSULATION SLOPED TO DRAIN RE: PLAN OVER 3/4" PLYWOOD 5HEATHING HYDROTEGH'5 MONOLITHIC MEMBRANE 6125 FR OVER 3/4" PLYWOOD SHEATHING I _ NEW 3/4 T46 PLYWOOD SHEATHING; GLUED $ 5OREWED I / I NEW PAVER SYSTEM ON PEDESTALS / RE: DETAIL SHEET j I � NEW 2x8 RE: 5TRUCT. DRAIN TO DOWN5POUT FIELD VERIFY LOCATION v % NEW IX6 OF-DAR T$G SOFFIT `-. 5' -5 1/2" FIELD VERIFY NOTE: IF EXISTING FRAMING CONDITIONS VARY FROM WHAT 15 SHOWN, CONTACT ARCHITECT FOR NEW DRAINAGE 8 WATERPROOFING DETAIL. "ITS , m! W IN 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH SIDES Ix5 R5 CEDAR HORIZONTAL SIDING BOTH 51DF-5 1/2" COX PLYWOOD 6x6 R5 CEDAR P05T5 a 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH SIDES THRU -BOLTS W/ WA5HER5, RE: STRUCTURAL 2x12 R5 CEDAR FASCIA TRIM Ix5 R5 T &G CEDAR HORIZONTAL SIDING cm NEW DECK FRAMING, RE: STRUCTURAL NEW BLOCKING, RE: STRUCTURAL NEW P.T. 51LL ' I EXISTING 8" GONG. WALL < a L 'I 'I 'I 'I �I i �I i 'I it Y 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) ` 2x6 R5 CEDAR TOP CHORD IXS R5 CEDAR HORIZONTAL SIDING 1/2" COX PLYWOOD 6x6 R5 OF-DAR P05T5 a 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH 51DE5 NEW DECKING, RE: DECK REQUIREMENTS. THRU -BOLTS W/ WASHERS, RE: STRUCTURAL 1 1/2" CHAMFER NEW CONT. 2x12 R.S. OF-DAR FASGIA/TRIM BETWEEN 6x6 POSTS NEW STUCCO SYSTEM NO FOAM GUARDRAIL SEGTION 50ALE: I" = I' - O" F-P-30--, I III' 50ArLE: 1 1/2" = I' - O" 3x8 SMOOTH OF-PAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) 1x8 R5 T &G GEDAR, HORIZONTAL 5101NO cn n DECK FRAMING, J o RE: STRUCTURAL 0 5GALE: I" = 1' - O" ` 2x6 R5 OF-DAR TOP CHORD, BOTH 51DF-5 IX5 R5 OF-DAR HORIZONTAL 51DINO 1/2" COX PLYWOOD 6x6 R5 OF-PAR POSTS 6' -0" OG +/- 2x4 R5 OF-PAR BOTTOM CHORD BOTH SIDES NEW DECKING, RE: DECK REQUIREMENTS. > THRU-BOLT5 W/ WA5HER5, RE: STRUCTURAL 11/2" CHAMFER 2x12 R5 OF-DAR FASCIA TRIM BETWEEN 6x6 POSTS 6x6 P05T LOCATION, RE: STRUCTURAL IL SEGTION DETAIL NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXF05ED FLASHING a FOUNDATION SHALL BE ULTRA -GLAD, BY "C.M.G." COLOR SHALL BE SANDSTONE. NEW TYVEK WEATHER BARRIER RE: SPEC. 'ALL REMAINING EXPOSED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. NEW 1 1/2" EXTRUDED FOAM INSULATION FOUNDATION WEEP SCREED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A GORRO51ON RE51STANT SCREED OR FLASHING, A MIN. OF NEW 51DINO 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3�" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR FLASHING W/ DRIP EDGE STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL RE: DETAIL NOTES A6.1 LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 50REED OR FLASHING. NEW CONT. 2x4 R.5. CEDAR TRIM NEW PAVER SYSTEM ON PEDESTALS HYDROTEGH MONOLITHIC MEMBRANE 6125 FR EXTEND 12 MIN. UP FACE OF WALL. RE: DETAIL NEW 3/4" T46 PLYWOOD SHEATHING NEW 2X8 FRAMING RE: STRUCTURAL DESK DETAIL. �y ALE 3,1 -0 1> Hi m DECK RE: STRUCTURAL 3x8 SMOOTH OF-DAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) ?xb R5 CEDAR TOP 'HORD, BOTH SIDES XS R5 CEDAR 40RI ZONTAL i1DING /2" GDX PLYWOOD �xb R5 CEDAR POSTS P 6' -0" OG +/- 2x4 R5 CEDAR BOTTOM ;HORD BOTH SIDES 7EGKING, RE: DECK IREMENT5. -BOLTS W/ WA5HER5, iTRUGTURAL /2" CHAMFER ..R FA501A TRIM BETWEEN 6x6 POSTS GUARDRAIL SEGTION 50ArLE: I" = 1' - O" NEW PAVER SYSTEM ON PEDESTALS 1/2" 5ECUROCK 1/2" 4'X4' 5ECUROGK SET IN LOW R15E INSULATION ADHESIVE 40 PSI EXTRUDED POLYSTYRENE INSULATION, SLOPED TO DRAIN HYDROTEGH MONOLITHIC MEMBRANE 6125 FR NEW 3/4" T46 PLYWOOD 5HEATHIN6 2X SLEEPER, RIPPED, SLOPED TO DRAIN NEW 2X8 FRAMING RE: STRUCTURAL n DESK DETAIL U ALE 3,1 -0 --- ---- ." T= U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 VI TOR w D", N G � M NEW DOOR NEW DOOR FRAME AND INTERIOR TRIM 0 NEW DOOR TRIM 1/2" DIA. x 10" LONG LAG BOLT 6X6 R5 CEDAR P05T RIPPED W/ WASHER NEW IX2 SILL DAM INSTALL NEW THRESHOLD OVER NEW TO 51ZE AND BOLTED TO THE 3 1/2" DIA. CARRIAGE BOLT, VYCOR SILL DAM (DETAIL I /A ?.2) BUILDING CORNER, AS SHOWN EQUAL SPACING; 2 -O O.G. MAX. U)� 00 THOROUGHLY CAULK NEW THRESHOLD IN A6.3 < Q HR GRACE LIQUID MEMBRANE I "xI" MIN. Z 2x6 R.5. CEDAR TOP EA. 51DE 4 NEW" TREATED PLYD SILL PLATE NEW 2X CORNER TRIM ---- - - - - -- 2x4 R.5. CEDAR BOTTOM CHORD wz ry 0 EA. SIDE O Q EXISTING FIN. FLOOR '1'1' -10 1/2" NEW WOOD SIDING i i i 1X8 RS CEDAR HORIZONTAL SIDING ________________ TOP OF NEW DECKING - EA. SIDE - - -- --- - - - - -- 1/2" COX PLYWOOD 1/2" NUT W/ WASHER COUNTERSUNK I FLASHING, RE: DETAIL NOTES A6.1 W;ALI_ EX. FLOOR . -STING I U (J,FRA�,41NG 3/5 ", EQUAL SPACING; 2' -0" O.G. MAX. FRAMING, RE: A7.2 NEW DECK FRAMING e STRUCTURAL EXISTING RIM / LEDGER 2 LAYERS" EXTRUDED FOAM TO REMAIN INSULATION - NEW LEDGER _ RE: STRUCTURAL BITUTHENE 0/ TYVEK WEATHER BARRIER RE: SPEC.; EXISTING G.W.B. CEILING RE: DETAIL I /A1.1 F05 TTO NALLEXISTING CONCRETE FOUNDATION SEALANT RE: DETAIL A6.4 1 1/2" EXTRUDED FOAM INSULATION EXISTING G.W.B. WALL 5C,ALE: 1 1/2" = 1'— O" "WIND -LOOK" FASTENER -TYP. EXISTING FOAM TO REMAIN, PATCH AS =__= TYPE VARIES PER LOCATION, REQUIRED, FASTEN NEW FLASHING TO 6 RE: MANUFACTURER'S 5PE05 BELOW GRADE, RE: DETAIL NOTES A6.1 Ix5 R5 T &G CEDAR HORIZONTAL SIDING cm NEW DECK FRAMING, RE: STRUCTURAL NEW BLOCKING, RE: STRUCTURAL NEW P.T. 51LL ' I EXISTING 8" GONG. WALL < a L 'I 'I 'I 'I �I i �I i 'I it Y 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) ` 2x6 R5 CEDAR TOP CHORD IXS R5 CEDAR HORIZONTAL SIDING 1/2" COX PLYWOOD 6x6 R5 OF-DAR P05T5 a 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH 51DE5 NEW DECKING, RE: DECK REQUIREMENTS. THRU -BOLTS W/ WASHERS, RE: STRUCTURAL 1 1/2" CHAMFER NEW CONT. 2x12 R.S. OF-DAR FASGIA/TRIM BETWEEN 6x6 POSTS NEW STUCCO SYSTEM NO FOAM GUARDRAIL SEGTION 50ALE: I" = I' - O" F-P-30--, I III' 50ArLE: 1 1/2" = I' - O" 3x8 SMOOTH OF-PAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) 1x8 R5 T &G GEDAR, HORIZONTAL 5101NO cn n DECK FRAMING, J o RE: STRUCTURAL 0 5GALE: I" = 1' - O" ` 2x6 R5 OF-DAR TOP CHORD, BOTH 51DF-5 IX5 R5 OF-DAR HORIZONTAL 51DINO 1/2" COX PLYWOOD 6x6 R5 OF-PAR POSTS 6' -0" OG +/- 2x4 R5 OF-PAR BOTTOM CHORD BOTH SIDES NEW DECKING, RE: DECK REQUIREMENTS. > THRU-BOLT5 W/ WA5HER5, RE: STRUCTURAL 11/2" CHAMFER 2x12 R5 OF-DAR FASCIA TRIM BETWEEN 6x6 POSTS 6x6 P05T LOCATION, RE: STRUCTURAL IL SEGTION DETAIL NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXF05ED FLASHING a FOUNDATION SHALL BE ULTRA -GLAD, BY "C.M.G." COLOR SHALL BE SANDSTONE. NEW TYVEK WEATHER BARRIER RE: SPEC. 'ALL REMAINING EXPOSED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. NEW 1 1/2" EXTRUDED FOAM INSULATION FOUNDATION WEEP SCREED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A GORRO51ON RE51STANT SCREED OR FLASHING, A MIN. OF NEW 51DINO 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3�" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR FLASHING W/ DRIP EDGE STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL RE: DETAIL NOTES A6.1 LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 50REED OR FLASHING. NEW CONT. 2x4 R.5. CEDAR TRIM NEW PAVER SYSTEM ON PEDESTALS HYDROTEGH MONOLITHIC MEMBRANE 6125 FR EXTEND 12 MIN. UP FACE OF WALL. RE: DETAIL NEW 3/4" T46 PLYWOOD SHEATHING NEW 2X8 FRAMING RE: STRUCTURAL DESK DETAIL. �y ALE 3,1 -0 1> Hi m DECK RE: STRUCTURAL 3x8 SMOOTH OF-DAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) ?xb R5 CEDAR TOP 'HORD, BOTH SIDES XS R5 CEDAR 40RI ZONTAL i1DING /2" GDX PLYWOOD �xb R5 CEDAR POSTS P 6' -0" OG +/- 2x4 R5 CEDAR BOTTOM ;HORD BOTH SIDES 7EGKING, RE: DECK IREMENT5. -BOLTS W/ WA5HER5, iTRUGTURAL /2" CHAMFER ..R FA501A TRIM BETWEEN 6x6 POSTS GUARDRAIL SEGTION 50ArLE: I" = 1' - O" NEW PAVER SYSTEM ON PEDESTALS 1/2" 5ECUROCK 1/2" 4'X4' 5ECUROGK SET IN LOW R15E INSULATION ADHESIVE 40 PSI EXTRUDED POLYSTYRENE INSULATION, SLOPED TO DRAIN HYDROTEGH MONOLITHIC MEMBRANE 6125 FR NEW 3/4" T46 PLYWOOD 5HEATHIN6 2X SLEEPER, RIPPED, SLOPED TO DRAIN NEW 2X8 FRAMING RE: STRUCTURAL n DESK DETAIL U ALE 3,1 -0 --- ---- ." T= U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 VI TOR w D", N G � M 0 Vow COD) = w 00 Ov00 Q 00 Q U)� 00 < Q J 0 Z 0 0 i—' wz ry 0 O Q GUARDRAIL ELEVATION 50ALE: 1/ 2" = I' - O" 0 lu �4 Lu NEW STUCCO 5Y5TEM NEW �" PLYWOOD 5HEATHING NEW 2x10 WALL FRAMING , , L -- , , , , , , , , , , , , , , NEW 2 LAYER5 OF TYVEK WEATHER BARRIER RE: 5PEG. NEW 2" PLYWOO 5HEATHING WEEP SCREED RE: DETAIL NO' FLASHING W/ Di RE: DETAIL NO- NEW 2x8 R5 GE TRIM WEEP SCREED RE: DETAIL NOTE5 A6.1 FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW 2x4 R.5. CEDAR TRIM ad CORRO51ON- RE515TANT BOLTS OR LAG 50REW5 ANGLED CASING BEAD NEW 2x10 TREATED WALL FRAMING TREATED 2x10 BOTTOM PLATE RE: STRUCTURAL SGT. THRU GORNER PEDESTAL 50ALE: 1 1/2" = 1'- O" NEW 2 LAYER5 OF TYVEK W.R.B., EA. 51DE WEEP 50REED RE: DETAIL NOTES A6.1 FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6� NEW 2x4 R.5. CEDAR----- TRIM DECK FRAMING —J RE: STRUCTURAL ANGLED CASING BEA NEW STUCCO 5Y5TEM EXI5TING 8" GONG. WALL NEW STUCCO 5Y5TEM CA51NO BEAD GUT BACK DECKING AT CORNER COL'S TO ALLOW GAP FOR DRAINAGE NEW 2X TREATED — a a a a jAA a as , , , , , , , NEW 5TUCC0 SYSTEM , , , , , , , , NEW �" PLYWOOD 5HEATHING , , , NEW 2x10 TREATED WALL FRAMING , , , , , , , , , , , 2X PRE55URE TREATED PLATE RE: STRUCTURAL an CONCRETE ANCHOR (TYP.) RE: STRUCTURAL NEW 2 LAYER5 OF TYVEK W.R.B. NEW 2" PLYWOOD SHEATHING 2 -2x6 (PRE55URE TREATED) RE: STRUCTURAL WEEP 50REED RE: DETAIL NOTES A6.1 FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 2x8 R5 CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE SEGT. THRU GORNER PEDESTAL 50ALE: 1 1/2" = I' - O" U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C VI TAR w D` N G � ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 1 3/8/2013 1: 1 1311 DECK & GUARDRAIL DETAILS A6.2 UNIT 18 AND 19 m Vow 0-) = w 00 ov00 Q Q U) 00 00 Q J z O <0 0 Z w 0 0 Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 1 3/8/2013 1: 1 1311 DECK & GUARDRAIL DETAILS A6.2 UNIT 18 AND 19 1/2" NUT W/ WASHER COUNTERSINK 3/95" EQUAL 5PAGING; 2' -0" O.G. MAX. 2x6 R.S. CEDAR TOP EA. 5IDE _ _ _ _ _ 2x4 R.S. CEDAR BOTTOM CHORD I EA. SIDE I � 1X8 R.S. CEDAR II HORIZONTAL 51DINO I 6x6 R.S. I -_ 1 I /2" GDX PLYWOOD CEDAR P05T I - I IXS R5 CEDAR I HORIZONTAL 51DINO 6x6 R.S. L - - - - - - - - - - - - - - - - - 2x6 R.S. CEDAR TOP EA. 5IDE CEDAR POST - - - - - 2x4 R.5. GEDAR BOTTOM GHORD EA. SIDE LINE OF RAILING 1/2" VIA. CARRIAGE BOLT W/ WASHER. CAP ABOVE 3 EQUAL 5PAGING; 2' -0" O.G. MAX. A(6.3 RAILING DETAIL 50ALE: 3" = 1' - O" • 1 - • SCALE: 3" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING I/2" DIA. CARRIAGE BOLT W/ WASHER, IXS R.S. CEDAR EQUAL 5PAGIN6; 21-011 O.G. MAX. GAP ABOVE EQUAL 5PAGING; 2'-0" O.G. MAX. SIDING 2x6 R.S. CEDAR TOP EA. 5IDE 2x6 R.5. CEDAR TOP EA. 5IDE CHANNEL LAP iu 42x4 R.5. CEDAR BOTTOM $ 2x4 R.5. CEDAR BOTTOM CHORD EA. SIDE -- - - - - -- --------------- - - - - -- - - - - - -- - CHORD EA. 5IDE STUCCO BASE, 5TO PRIMER/ADHEVVE -B IXS R.5. CEDAR ACRYLIC BASE GOAT W/ EMBEDDED 5TO RE I NFORG I NG MESH, 5TO PRIMER SMOOTH, } IXS R.5. GEDAR HORIZONTAL SIDING EXISTING SHEATHING EXISTING WALL FRAMIN G 0 HORIZONTAL SIDING 00 I/2" GDX PLYWOOD / - c 0 C/) 0 1/2" GDX PLYWOOD (` w 0� NEW BELLY BAND CORNER 4< 0 Q ______ -1__y� WOMM - I, 1 1/2" EXTRUDED FOAM IXS R.5. CEDAR IXS R.S. CEDAR � \ \ \ \\ \�\ �� \������ �� �� U � HORIZONTAL 51DINO IXS R.5. CEDAR HORIZONTAL SIDING SIDING - - - - -- - - - -- -- - - -- - -- --- - - - - -- 2x6 R.5. CEDAR TOP EA. 5IDE 2x6 R.5. CEDAR TOP EA. 5IDE $2x4 R.5. OF-DAR BOTTOM $2x4 R.5. CEDAR BOTTOM 1/2" 1/2" 1/2" 1/2" CHORD EA. 5IDE CHORD EA. 5IDE 3 1/2" NUT W/ WASHER COUNTERSUNK 1/2" NUT W/ WASHER COUNTERSINK A6.3 3/S ", EQUAL 5PAGING; 2' -0" O.G. MAX. 31S ", EQUAL 5PAGING; 2' -0" O.G. MAX. 6x6 R5 CEDAR P05T , GUARDRAIL SEGTION SCALE: 3" = 1'- 0" NEW 5TUGC0 SYSTEM TYVEK, WEATHER BARRIER RE: SPEC. 1 1/2" EXTRUDED FOAM INSULATION EXISTING WALL EXISTING SHEATHING WEEP CASING -ONT. NEW GALVANIZED 'AINTED FLASHING W/ DRIP; j SLOPE FOR DRAINAGE (\ L OD ?x CONT BAND ROUGH TRIM TYVEK ?x12 R.5. CEDAR GONT BAND WEATHER RIM BARRIER RE: 3AGKER ROD 4 CAULK 5TUGC0 SOFFIT 1 1/2" EXTRUDED FOAM INSULATION *ANN2- R I , N ra" 151 SCALE: 1 1/2" = 1'- O" EXISTING CONCRETE WALL *AN 190a RON SCALE: 1 1/2" = 1'- O" EXISTING PLYWOOD 5TO POWERWALL 5TUCC0 PRE -BLLI V LY I GOAT SYSTEM; 1/2" QUICKRETE BASE GOAT 5TUCG0 BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH, 5TO POWERWALL 5WIRL FINISH. - 2xb R.5. CEDAR TOP EA. SIDE 42x4 R.5. CEDAR BOTTOM CHORD EA. 5IDE NEW OF-DAR IXS R.5. CHANNEL LAP HORIZONTAL 51DINO ON 2x2 FURRING 5LEEPER5 AT EA. EXISTING 5TUD TYVEK, WEATHER BARRIER RE: 5PEG. 1 1/2" EXTRUDED FOAM INSULATION EXISTING 5HEATHING FLASHING W/ DRIP RE: DETAIL NOTES A6.1 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF UAL BY J Mondragon at 1:31 pm, Jul 09, 2013 4 '51MP50N STRONG -TIE' 1 ML24Z STEEL CONNECTOR- TYPICAL FOR RAIL TO P05T - - - - - CONNECTIONS. - I O O 10 USE 5D5 I /4x1 1/2 5GREW5 5IDE FRONT OUT LINE FOR MODIFIED ML24Z CONNECTOR @ 2x4 BOTTOM RAIL GUARDRAIL SEGTION 50ALE: 3" = 1' - 0" 1/2" DIA. CARRIAGE BOLT W/ VERIFY 2x BLOCKING WASHER. EQUAL 5PAGIN6; ® 24" VERTICALLY 2'-0" O.G. MAX. 2x6 R.5. CEDAR TOP EA. 5IDE 6 TYVEK, WEATHER 2x4 R.5. OF-DAR BOTTOM CHORD BARRIER RE: SPEC. EA. 5IDE I I IXS R.S. OF-DAR SIDING 1/2" GDX PLYWOOD EXI5TING IXS R.5. CEDAR SHEATHING SIDING 2x2 SLEEPERS 2x6 R.5. CEDAR TOP EA. 5IDE 2x2 CEDAR TRIM-/ 2x4 R.5. CEDAR BOTTOM CHORD INSIDE CORNER EA. 5IDE NEW CEDAR 1X5 1/2" NUT W/ WASHER COUNTERSUNK CHANNEL LAP 31S" EQUAL 5PAGING; 2' -0" O.G. MAX. HORIZONTAL SIDING 2x2 5LEEPER5 RAILIN G DETAIL I A EXTRUDED FOAM INSULATION 50ALE: 3" = 1' - O" 2x CONT. BAND ROUGH TRIM 2x12 R.5. CEDAR GOVT BAND TRIM - BACKER ROD $ CAULK NEW STUCCO SOFFIT EXISTING WALL FRAMING NEW TYVEK WEATHER BARRIER RE: SPEC. 410K EXTRUDED VIII ATInN EXTERIOR WALL FINISHES EXISTING PLYWOOD EXISTING CORNER FRAMING EXISTING SHEATHING TYVEK, WEATHER BARRIER RE: 5PEG. VERIFY 2x BLOCKING e 24" VERTICALLY EXISTING WALL FRAMING un I 1616 N ON N W__ AN I I SCALE: 1 1/2" = 1' - 0" IEW CEDAR 1x8 R.S. CHANNEL AP HORIZONTAL 51DINO ON ?x2 FURRING SLEEPERS AT :A. EXISTING STUD YVEK WEATHER BARRIER RE: 5PEG. AP O/ BACK LEG OF FLASHING 4 :ONT. BELOW :XI5TING SHEATHING 1/2" EXTRUDED FOAM 15ULATI ON S" FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 <12 FURRING STRIP 2x12 R.5. OF-PAR CONT. 3ELLY BAND TRIM ANGLED CASING BEAD 4EW STUCCO SYSTEM 1/2" EXTRUDED FOAM 15ULATION <15TIN6 SHEATHING 50ALE: 1 1/2" = 1' - O" NEW IXS CHANNEL LAP - R.5. HORIZONTAL 51DINO EXISTING WALL FRAMING FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW 2x8 R.5. OF-DAR WINDOW HEAD TRIM NEW 2x8 R.5. CEDAR WINDOW JAMB TRIM NEW 2x8 R.5. CEDAR WINDOW SILL TRIM TNrF. WINDOW TRIM SCALE: I" = I' - O" NEW TYVEK WEATHER BARRIER RE: SPEC. 1 1/2" THICK EXTRUDED FOAM INSULATION NEW 2x2 FURRING AT ALL EXISTING STUDS (AT 51DINO WALL5 ONLY) SCALE: 3" = 1' - 0" VARIES NEW CEDAR IXS EQUAL 2X2 BLOCKING CHANNEL LAP HORIZONTAL 51DINO NEW 2x8 R.5. 1 1/2" EXTRUDED CEDAR OUTSIDE FOAM INSULATION CORNER TRIM 2 6 2 U CEDAR CHORD NIL ECKING ARCHITECTS v1ENT5 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 NEW TYVEK WEATHER BARRIER NEW CEDAR IXS - - : SPEC. 1 1/2" THICK EXTRUDED CHANNEL LAP iu FOAM INSULATION 5TO POWERWALL STUCCO PRE - BLENDED I GOAT SYSTEM; 1/2" QUIGKRETE BASE GOAT V0 STUCCO BASE, 5TO PRIMER/ADHEVVE -B LO ACRYLIC BASE GOAT W/ EMBEDDED 5TO RE I NFORG I NG MESH, 5TO PRIMER SMOOTH, } 5TO POWERWALL 5WIRL FINISH. *AN 190a RON SCALE: 1 1/2" = 1'- O" EXISTING PLYWOOD 5TO POWERWALL 5TUCC0 PRE -BLLI V LY I GOAT SYSTEM; 1/2" QUICKRETE BASE GOAT 5TUCG0 BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH, 5TO POWERWALL 5WIRL FINISH. - 2xb R.5. CEDAR TOP EA. SIDE 42x4 R.5. CEDAR BOTTOM CHORD EA. 5IDE NEW OF-DAR IXS R.5. CHANNEL LAP HORIZONTAL 51DINO ON 2x2 FURRING 5LEEPER5 AT EA. EXISTING 5TUD TYVEK, WEATHER BARRIER RE: 5PEG. 1 1/2" EXTRUDED FOAM INSULATION EXISTING 5HEATHING FLASHING W/ DRIP RE: DETAIL NOTES A6.1 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF UAL BY J Mondragon at 1:31 pm, Jul 09, 2013 4 '51MP50N STRONG -TIE' 1 ML24Z STEEL CONNECTOR- TYPICAL FOR RAIL TO P05T - - - - - CONNECTIONS. - I O O 10 USE 5D5 I /4x1 1/2 5GREW5 5IDE FRONT OUT LINE FOR MODIFIED ML24Z CONNECTOR @ 2x4 BOTTOM RAIL GUARDRAIL SEGTION 50ALE: 3" = 1' - 0" 1/2" DIA. CARRIAGE BOLT W/ VERIFY 2x BLOCKING WASHER. EQUAL 5PAGIN6; ® 24" VERTICALLY 2'-0" O.G. MAX. 2x6 R.5. CEDAR TOP EA. 5IDE 6 TYVEK, WEATHER 2x4 R.5. OF-DAR BOTTOM CHORD BARRIER RE: SPEC. EA. 5IDE I I IXS R.S. OF-DAR SIDING 1/2" GDX PLYWOOD EXI5TING IXS R.5. CEDAR SHEATHING SIDING 2x2 SLEEPERS 2x6 R.5. CEDAR TOP EA. 5IDE 2x2 CEDAR TRIM-/ 2x4 R.5. CEDAR BOTTOM CHORD INSIDE CORNER EA. 5IDE NEW CEDAR 1X5 1/2" NUT W/ WASHER COUNTERSUNK CHANNEL LAP 31S" EQUAL 5PAGING; 2' -0" O.G. MAX. HORIZONTAL SIDING 2x2 5LEEPER5 RAILIN G DETAIL I A EXTRUDED FOAM INSULATION 50ALE: 3" = 1' - O" 2x CONT. BAND ROUGH TRIM 2x12 R.5. CEDAR GOVT BAND TRIM - BACKER ROD $ CAULK NEW STUCCO SOFFIT EXISTING WALL FRAMING NEW TYVEK WEATHER BARRIER RE: SPEC. 410K EXTRUDED VIII ATInN EXTERIOR WALL FINISHES EXISTING PLYWOOD EXISTING CORNER FRAMING EXISTING SHEATHING TYVEK, WEATHER BARRIER RE: 5PEG. VERIFY 2x BLOCKING e 24" VERTICALLY EXISTING WALL FRAMING un I 1616 N ON N W__ AN I I SCALE: 1 1/2" = 1' - 0" IEW CEDAR 1x8 R.S. CHANNEL AP HORIZONTAL 51DINO ON ?x2 FURRING SLEEPERS AT :A. EXISTING STUD YVEK WEATHER BARRIER RE: 5PEG. AP O/ BACK LEG OF FLASHING 4 :ONT. BELOW :XI5TING SHEATHING 1/2" EXTRUDED FOAM 15ULATI ON S" FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 <12 FURRING STRIP 2x12 R.5. OF-PAR CONT. 3ELLY BAND TRIM ANGLED CASING BEAD 4EW STUCCO SYSTEM 1/2" EXTRUDED FOAM 15ULATION <15TIN6 SHEATHING 50ALE: 1 1/2" = 1' - O" NEW IXS CHANNEL LAP - R.5. HORIZONTAL 51DINO EXISTING WALL FRAMING FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW 2x8 R.5. OF-DAR WINDOW HEAD TRIM NEW 2x8 R.5. CEDAR WINDOW JAMB TRIM NEW 2x8 R.5. CEDAR WINDOW SILL TRIM TNrF. WINDOW TRIM SCALE: I" = I' - O" NEW TYVEK WEATHER BARRIER RE: SPEC. 1 1/2" THICK EXTRUDED FOAM INSULATION NEW 2x2 FURRING AT ALL EXISTING STUDS (AT 51DINO WALL5 ONLY) SCALE: 3" = 1' - 0" VARIES NEW CEDAR IXS EQUAL 2X2 BLOCKING CHANNEL LAP HORIZONTAL 51DINO NEW 2x8 R.5. 1 1/2" EXTRUDED CEDAR OUTSIDE FOAM INSULATION CORNER TRIM 2 6 2 U CEDAR CHORD NIL ECKING ARCHITECTS v1ENT5 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 a pop ilk N 'j ON "m 50ALE: 1 1/2" = 1'- O" I I I I I I I I I I I I I I 3 I I 1/2" NUT W/ WASHER COUNTERSUNK 3/S ", A6.3 I I EQUAL 5PAGING; 2' -0" O.G. MAX. I I I 2x6 R.5. CEDAR TOP EA. 5IDE 4 I 2x4 R.5. CEDAR BOTTOM CHORD I I EA. 5IDE I IXS R5 CEDAR \ \ \ \ \V \ I I . II I LINE OF RAILING HORIZONTAL 51DINO \ ' U I� GAP ABOVE I 1/2" GDX PLYWOOD _ = I IXS RS CEDAR I HORIZONTAL 51DINO 6x6 R.S. CEDAR P05T 2x6 R.5. CEDAR TOP EA.51DE 4 --- - - - - -- ---- - - - - -- - - - -J 2x4 R.5. CEDAR BOTTOM CHORD EA. 5IDE LINE OF RAILING 1/2 DIA. CARRIAGE BOLT, EQUAL SPACING,; 2' -0" O.G. MAX. GAP ABOVE �. A SCALE: 3" = 1'- 0" 970.949.5200 vmda @vmda.com FAX 949.5205 VI TOR D N NEW CEDAR IXS € CHANNEL LAP iu 0 V0 HORIZONTAL 51DING LO w } Ovoo EXISTING SHEATHING EXISTING WALL FRAMIN G 0 00 TYVEK WEATHER BARRIER / Z 0 C/) 0 RE: 5PEG.; CONT. AROUND (` w 0� NEW BELLY BAND CORNER 4< 0 Q FLASHING BELOW WOMM - 2x2 BLOCKING 1 1/2" EXTRUDED FOAM INSULATION a pop ilk N 'j ON "m 50ALE: 1 1/2" = 1'- O" I I I I I I I I I I I I I I 3 I I 1/2" NUT W/ WASHER COUNTERSUNK 3/S ", A6.3 I I EQUAL 5PAGING; 2' -0" O.G. MAX. I I I 2x6 R.5. CEDAR TOP EA. 5IDE 4 I 2x4 R.5. CEDAR BOTTOM CHORD I I EA. 5IDE I IXS R5 CEDAR \ \ \ \ \V \ I I . II I LINE OF RAILING HORIZONTAL 51DINO \ ' U I� GAP ABOVE I 1/2" GDX PLYWOOD _ = I IXS RS CEDAR I HORIZONTAL 51DINO 6x6 R.S. CEDAR P05T 2x6 R.5. CEDAR TOP EA.51DE 4 --- - - - - -- ---- - - - - -- - - - -J 2x4 R.5. CEDAR BOTTOM CHORD EA. 5IDE LINE OF RAILING 1/2 DIA. CARRIAGE BOLT, EQUAL SPACING,; 2' -0" O.G. MAX. GAP ABOVE �. A SCALE: 3" = 1'- 0" 970.949.5200 vmda @vmda.com FAX 949.5205 VI TOR D N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 1 1 3/8/2013 1: 1 1311 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 18 AND 19 0 V0 LO w 0o Ovoo Q Q 0 00 Q O J O Z 0 C/) 0 Z w 0� O 4< 0 Q WOMM 0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 1 1 3/8/2013 1: 1 1311 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 18 AND 19 EXI5TING I 1 1/2" EXTRUDED FOAM INSULATION FRAME WALL I INTERIOR NEW TYVEK WEATHER BARRIER RE: SPEC. I NEW STUCCO SYSTEM I II II Z ' COVERED / PLATE ® OR BELOW GRADE EXISTING FLOOR SPACE n z 'g 1 ' PLYWOOD 5HEATHIN6 i iI PAVERS I I INSULATION, REPLACE PV I I/2" NEW SIDING, I I I 1 PLYWOOD 51HEATHING NEW BITUTHENE OVER PLYWOOD SHEATHING I �I • FLA5HIN6 DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION I/8" GAP MIN., n GUT AND REMOVE EXISTING r 11 INSULATION, REPLACE W/ I I/2" 1 1 /5" GAP MIN., EXTRUDED FOAM INSULATION AFTER EXISTING I II I BITUTHENE HAS BEEN INSTALLED FOUNDATION I _ WALL NEW BITUTHENE OVER PLYWOOD SHEATHING FOUNDATION WALL it NEW PRESSURE TREATED I I 1/4" SAP MAX. w EXISTING FOAM INSULATION TO REMAIN g THICKNESS VARIES BY LOCATION _ P FLASHING DETAIL W/ STUCCO k FOUNDATION WALL AS SHOWN 'I I @ PAVERS I NEW BITUTHENE OVER PLYWOOD SHEATHING p o Q k FOUNDATION WALL AS SHOWN FOUNDATION WALL EXISTING 1 1 3 N i I FRAME WALL Q a C S �FLA5HIN6, RE: DETAIL NOTES A6.1 FRAME WALL WALL I I HILL. 5LOPE AWAY AT I" PER I' -0" NEW PRESSURE TREATED 2x4 NAILER o g z NEW PRESSURE TREATED 2x4 NAILER EXIST. - EXISTING I 1 2 Q f I i I i XISTIN GRADE WALL PLYWOOD it WEEP 5GREEDRE: DETAIL NOTES A6.1 o FOUNDATION WEEP SGREEDRE: L_ j O 1 z 4 INSULATION, REPLACE / 1 1/2 RE: DETAIL NOTES A6.1 DETAIL NOTES Ab.1 I 1L. z FOUNDATION WEEP 50REED � �L Ij NEW 2x R.S. CEDAR TRIM O 1 Q EXI5TIN5 II z RE: DETAIL NOTES A6.1 FLASHING RE: DETAIL NOTES A6.1 FLASHING RE: DETAIL NOTES A6.1� r C FRAME WALL z z NEW DEGKING J 1 n FLA5HIN6 K/ HEMMED DRIP EDGE BACKER g I II i1 WHEN REINSTALLING EXISTING PAVERS, f 1 NEW TYVEK WEATHER FLASHING W/ HEMMED FOUNDATION MEMBRANE OR CURED I W/ z ENSURE SLOPE OF PAVERS 1 /5" PER FOOT F z F AWAY FROM EXISTING BUILDING WALL z_ ENSURE SLOPE OF PAVERS I/8" PER FOOT Vi iiI I ROD k SEALANT RE: DETAIL NOTES Ab.I II iI o I o iiI WHEN REINSTALLING EXISTING PAVERS, z ENSURE SLOPE OF PAVERS I/8" PER FOOT � 1 I z 1 J 1p W m i 1 F AWAY FROM EXISTING BUILDING WALL EXISTING PAVERS I Z ' COVERED / PLATE ® OR BELOW GRADE EXISTING FLOOR SPACE n z 'g 1 ' EXISTING i EXISTING PAVERS I I PAVERS I I INSULATION, REPLACE PV I I/2" I I I EXI5TING SILL PLATE I I I 1 PLYWOOD 51HEATHING NEW BITUTHENE OVER PLYWOOD SHEATHING I �I • FLA5HIN6 DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION I/8" GAP MIN., n GUT AND REMOVE EXISTING r INSULATION, REPLACE W/ I I/2" 1 1/2" EXTRUDED FOAM INSULATION EXTRUDED FOAM INSULATION AFTER EXISTING I II I BITUTHENE HAS BEEN INSTALLED FOUNDATION I EXISTING WALL z FOUNDATION WALL I NEW PRESSURE TREATED I I NEW STUOGO 5Y57EM, RE DETAILS w EXISTING FOAM INSULATION TO REMAIN g THICKNESS VARIES BY LOCATION _ P FLASHING DETAIL W/ STUCCO FLASHING DETAIL W/ SIDING 'I FOUNDATION FLASHING @ PAVERS 0 RNA g Q w O w � p m w o z z N 50ALE: 3" = 1'- Oil COVERED / PLATE ® OR BELOW GRADE EXISTING FLOOR SPACE NEW TYVEK WEATHER 1 ' FRAMING - iI BARRIER RE: SPEC. INSULATION, REPLACE PV I I/2" 1 FOUNDATION I a , 1 PLYWOOD 51HEATHING NEW BITUTHENE OVER PLYWOOD SHEATHING I �I NEW BITUTHENE OVER PLYWOOD SHEATHIN FLA5HIN6 DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION I/8" GAP MIN., it EXI5TIN5 LEDGER, RE: STRUCTURAL 1 1/2" EXTRUDED FOAM INSULATION k FOUNDATION WALL AS SHOWN NEW SIDING, IF SHEATHING I II I n NEW LEDGER, RE: STRUCTURAL I/4" GAP MAX. I I i w z I NEW PRESSURE TREATED I I NEW STUOGO 5Y57EM, RE DETAILS w � g 11/2" EXTRUDED FOAM INSULATION I P NEW BITUTHE14E OVER PLYWOOD SHEATHING p 'I g I NEW BITUTHENE OVER PLYWOOD SHEATHING > p k FOUNDATION WALL AS SHOWN FOUNDATION WALL EXISTING 1 k FOUNDATION WALL AS SHOWN 3 N i 1 FRAME WALL FOUNDATION C S �FLA5HIN6, RE: DETAIL NOTES A6.1 FRAME WALL WALL I I HILL. 5LOPE AWAY AT I" PER I' -0" NEW PRESSURE TREATED 2x4 NAILER o g z w 7 EXIST. - EXISTING I 1 2 Q f I i I i XISTIN GRADE WALL PLYWOOD it WEEP 5GREEDRE: DETAIL NOTES A6.1 o FOUNDATION WEEP SGREEDRE: L_ FOUNDATION WEEP 5GREED O 1 ' a INSULATION, REPLACE / 1 1/2 RE: DETAIL NOTES A6.1 DETAIL NOTES Ab.1 I iI FLASHING RE: DETAIL NOTES A6.1 z _ � o E Ij NEW 2x R.S. CEDAR TRIM Z a Q EXI5TIN5 II z o - FLASHING RE: DETAIL NOTES A6.1 FLASHING RE: DETAIL NOTES A6.1� r C FRAME WALL iI NEW DEGKING J r z_ J g I r ¢ WHEN REINSTALLING EXISTING PAVERS, f 1 NEW TYVEK WEATHER FLASHING W/ HEMMED FOUNDATION MEMBRANE OR CURED I WHEN REIN5TALLIN6 EXISTING PAVERS, DEC,< TO 1 GUT AND REMOVE EXI5TING INSULATION, REPLACE W/ 1 1/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TIN6 FOAM INSULATION TO REMAIN THICKNESS VARIE5 BY LOOATION FLASK I N5 PLATE ABOVE GRADE EXISTING LAME WALL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL ` BY J Mondragon at 1:31 pm, Jul 09, 2013 1 1/2" EXTRUDED FOAM INSULATION I_ INTERIOR EXISTING I - NEW TYVEK WEATHER FRAME WALL BARRIER RE: SPEC. 1 I - NEW STUCCO SYSTEM I 'I PLYWOOD SHEATHING EXISTING ' I o BARRIER RE: SPEC. EXISTING FLOOR SPACE iI 1 ' FRAMING - iI NEW DECK FRAMING, INSULATION, REPLACE PV I I/2" 1 FOUNDATION I a , RE: STRUCTURAL BITUTHENE HAS BEEN INSTALLED NEW BITUTHENE OVER PLYWOOD SHEATHING I �I NEW BITUTHENE OVER PLYWOOD SHEATHIN FLA5HIN6 DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION I/8" GAP MIN., it EXI5TIN5 LEDGER, RE: STRUCTURAL PLYWOOD SHEATHING k FOUNDATION WALL AS SHOWN NEW SIDING, IF SHEATHING I II I n NEW LEDGER, RE: STRUCTURAL I/4" GAP MAX. I I i NEW JOIST HANGER, RE: 57RUGTURAL I NEW PRESSURE TREATED I I w 2x4 NAILER g 11/2" EXTRUDED FOAM INSULATION FOUNDATION NEEP SCREED P NEW BITUTHE14E OVER PLYWOOD SHEATHING EXI5TIN5, SILL PLATE 'I g I� FLASHING RE: DETAIL NOTES A611 I i�FLA5HIN6 W/ DRIP EDGE k FOUNDATION WALL AS SHOWN FOUNDATION WALL �u ' RE: DETAIL NO7E5 A6.1 I EXISTING I i 1 zo FOUNDATION C �FLA5HIN6, RE: DETAIL NOTES A6.1 FRAME WALL WALL I I HILL. 5LOPE AWAY AT I" PER I' -0" NEW PRESSURE TREATED 2x4 NAILER w 7 EXIST. - EXISTING I 1 - I i I i XISTIN GRADE WALL PLYWOOD i i DEC,< TO 1 GUT AND REMOVE EXI5TING INSULATION, REPLACE W/ 1 1/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TIN6 FOAM INSULATION TO REMAIN THICKNESS VARIE5 BY LOOATION FLASK I N5 PLATE ABOVE GRADE EXISTING LAME WALL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL ` BY J Mondragon at 1:31 pm, Jul 09, 2013 1 1/2" EXTRUDED FOAM INSULATION I_ INTERIOR EXISTING I - NEW TYVEK WEATHER FRAME WALL BARRIER RE: SPEC. 1 I - NEW STUCCO SYSTEM I 'I PLYWOOD SHEATHING 5GALE: 5" = 1' - O" EXISTING EXISTING PAVERS i PAVERS - EXI5TING FOAM INSULATION TO WALL SPACE EXISTING 1 ' 1 FOUNDATION WALL - NEW 510IN6, i ? EXI5TING 1 f INSULATION, REPLACE PV I I/2" 1 FOUNDATION I a I EXTRUDED FOAM INSULATION AFTER 1 WALL BITUTHENE HAS BEEN INSTALLED NEW BITUTHENE OVER PLYWOOD SHEATHING II ' NEW BITUTHENE OVER PLYWOOD SHEATHIN FLA5HIN6 DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION I/8" GAP MIN., pO PAVERS PLYWOOD SHEATHING k FOUNDATION WALL AS SHOWN NEW SIDING, IF SHEATHING NEW STUCCO SYSTEM, RE: DETAILS I I/4" GAP MAX. I cw `aN I NEW PRESSURE TREATED II w 2x4 NAILER g 11/2" EXTRUDED FOAM INSULATION FOUNDATION NEEP SCREED z NEW BITUTHE14E OVER PLYWOOD SHEATHING EXI5TIN5, SILL PLATE 'I g I� FLASHING RE: DETAIL NOTES A611 Q k FOUNDATION WALL AS SHOWN FOUNDATION WALL �u I FIN. GRADE. ADD FILL TO ALLOW I it zo C FROM BUILDING TO CREST OF FRAME WALL NEW PRESSURE TREATED 2x4 NAILER--'I I I HILL. 5LOPE AWAY AT I" PER I' -0" NEW PRESSURE TREATED 2x4 NAILER w 7 EXIST. - EXISTING NEW 2x R.S. CEDAR - J XISTIN GRADE WALL PLYWOOD z FOUNDATION WEEP SGREEDRE: L_ FOUNDATION WEEP 5GREED O OUT AN REMOVE EXI5T IN ' a INSULATION, REPLACE / 1 1/2 RE: DETAIL NOTES A6.1 DETAIL NOTES Ab.1 I z z � o E � a Q EXI5TIN5 NEW STUCCO SYSTEM, RE: DETAILS FLASHING RE: DETAIL NOTES A6.1 FLASHING RE: DETAIL NOTES A6.1� r C FRAME WALL z J g WHEN REINSTALLING EXISTING PAVERS, f In FLASHING W/ HEMMED FOUNDATION MEMBRANE OR CURED I WHEN REIN5TALLIN6 EXISTING PAVERS, z ENSURE SLOPE OF PAVERS 1 /5" PER FOOT F AWAY FROM EXISTING BUILDING WALL z_ ENSURE SLOPE OF PAVERS I/8" PER FOOT Vi 1 I I 5GALE: 5" = 1' - O" EXISTING EXISTING PAVERS i PAVERS - EXI5TING FOAM INSULATION TO WALL SPACE EXISTING 1 ' 1 FOUNDATION WALL - OUT AND REMOVE EXISTING 1 i ? EXI5TING 1 f INSULATION, REPLACE PV I I/2" 1 FOUNDATION I a I EXTRUDED FOAM INSULATION AFTER 1 WALL BITUTHENE HAS BEEN INSTALLED i EXI5TING FOAM INSULATION TO REMAIN NEW BITUTHENE OVER PLYWOOD SHEATHIN FLA5HIN6 DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION FLASHING DETAIL W/ SIDING FOUNDATION FLASHING @ PAVERS 5GALE: 5" = 1' - O" -���r - •17• � 79r o NEW TYVEK WEATHER i w o - EXI5TING FOAM INSULATION TO WALL SPACE BARRIER RE: SPEC. 1 1/2" EXTRUDED FOAM INSULATION INTERIOR r PLYWOOD 5HEATHING 1OUNDATION FLASHING @ GRADE <a 1 I/2" EXTRUDED FOAM INSULATION BARRIER RE: SPEC. INSULATION I NEW BITUTHENE OVER PLYWOOD SHEATHIN k FOUNDATION WALL AS SHOWN BARRIER RE: SPED. NEW STUCCO SYSTEM PLYWOOD SHEATHING \ NEW SIDING, IF SHEATHING NEW STUCCO SYSTEM, RE: DETAILS I I I NEW PRESSURE TREATED > 2x4 NAILER g 11/2" EXTRUDED FOAM INSULATION FOUNDATION NEEP SCREED z NEW BITUTHE14E OVER PLYWOOD SHEATHING I RE: DETAIL NOTES A6.1 g I� FLASHING RE: DETAIL NOTES A611 Q k FOUNDATION WALL AS SHOWN FOUNDATION WALL �u 1 FIN. GRADE. ADD FILL TO ALLOW I it FOR POSITIVE DRAINAGE AWAY C FROM BUILDING TO CREST OF FRAME WALL I I HILL. 5LOPE AWAY AT I" PER I' -0" NEW PRESSURE TREATED 2x4 NAILER w 7 EXIST. - EXISTING NEW 2x R.S. CEDAR - J XISTIN GRADE WALL PLYWOOD TRIM BOARD EXI5TING SILL PLAT E FOUNDATION WEEP 5GREED O OUT AN REMOVE EXI5T IN ' FRAMING INSULATION, REPLACE / 1 1/2 RE: DETAIL NOTES A6.1 I EXTRUDED FOAM z -���r - •17• � 79r 1 I I I I i I I I Z I I � z ' - n , 1 EXISTING FOUNDATION WALL FLA51HING DETAIL W/ SIDING NEW 51DIN6, I/8" GAP MIN., 1/4" GAP MAX. o� m E Q 3 FOUNDATION FLASH I N5@ PA�IERS PL V N ARCHITECTS EXISTING 90 W BENCHMARK ROAD PAVERS SUITE 207 BOX 5300 AVON, CO 81620 NEW 5101NO o WALL FOUNDATION i w o - EXI5TING FOAM INSULATION TO WALL SPACE NEW TYVEK WEATHER 1 1/2" EXTRUDED FOAM INSULATION INTERIOR r FLASHING DETAIL W/ 57U000 FLASHING DETAIL W/ SIDING 1OUNDATION FLASHING @ GRADE <a 1 NEW TYVEK WEATHER BARRIER RE: SPEC. INSULATION I BARRIER RE: SPED. NEW STUCCO SYSTEM PLYWOOD SHEATHING NEW SIDING, IF SHEATHING I I II ,I I/8" GAP MIN., PLYWOOD SHEATHING 11/2" EXTRUDED FOAM INSULATION I NEW BITUTHE14E OVER PLYWOOD SHEATHING DRIP EDGE RE: DETAIL w999 F - II k FOUNDATION WALL AS SHOWN FOUNDATION WALL �u EXISTING I it C FRAME WALL I I NEW PRESSURE TREATED 2x4 NAILER w 7 EXIST. - EXISTING NEW 2x R.S. CEDAR - J I WALL PLYWOOD TRIM BOARD FOUNDATION WEEP 5GREED O ¢ ' FRAMING RE: DETAIL NOTES A6.1 I z L - � i Q EXI5TIN5 NEW STUCCO SYSTEM, RE: DETAILS II FLASHING RE: DETAIL NOTES A6.1� r C FRAME WALL z In FLASHING W/ HEMMED FOUNDATION MEMBRANE OR CURED I WHEN REIN5TALLIN6 EXISTING PAVERS, z_ ENSURE SLOPE OF PAVERS I/8" PER FOOT Vi 1 AWAY FROM EXISTING BUILDING WALL N � Z W m i EXISTING PAVERS I i I I z f EXI5TING SILL PLATE r GUT AND REMOVE EXI5TIN6 INSULATION, REPLACE W/ I/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TIN0 FOUNDATION WALL EXI5TING FOAM INSULATION TO REMAIN - THICKNESS VARIE5 BY LOCATION FLASHING DETAIL W/ STUCCO 1 I I I I i I I I Z I I � z ' - n , 1 EXISTING FOUNDATION WALL FLA51HING DETAIL W/ SIDING NEW 51DIN6, I/8" GAP MIN., 1/4" GAP MAX. o� m E Q 3 FOUNDATION FLASH I N5@ PA�IERS PL V N ARCHITECTS EXISTING 90 W BENCHMARK ROAD PAVERS SUITE 207 BOX 5300 AVON, CO 81620 NEW 5101NO o WALL FOUNDATION i w o - EXI5TING FOAM INSULATION TO WALL SPACE NEW TYVEK WEATHER w� 0 S LOCATION r FLASHING DETAIL W/ 57U000 FLASHING DETAIL W/ SIDING 1OUNDATION FLASHING @ GRADE <a 1 i BARRIER RE: SPEC. INSULATION I 3 FOUNDATION FLASH I N5@ PA�IERS PL V N ARCHITECTS EXISTING 90 W BENCHMARK ROAD PAVERS SUITE 207 BOX 5300 AVON, CO 81620 NEW 5101NO o WALL FOUNDATION i w o - EXI5TING FOAM INSULATION TO WALL SPACE NEW TYVEK WEATHER w� 0 S LOCATION r FLASHING DETAIL W/ 57U000 FLASHING DETAIL W/ SIDING 1OUNDATION FLASHING @ GRADE <a 1 i BARRIER RE: SPEC. INSULATION I PLYWOOD SHEATHING NEW SIDING, IF SHEATHING I/8" GAP MIN., FLASHING W/ HEMMED 11/2" EXTRUDED FOAM INSULATION I 1/4" GAP MAX. IS NOT FLUSH W/ DRIP EDGE RE: DETAIL F - FOUNDATION WALL NOTES A6.1 I I I NEW BITUTHENE OVER PLYWOOD SHEATHING EXIST. - EXISTING NEW 2x R.S. CEDAR - k FOUNDATION WALL AS 5HOWN I WALL PLYWOOD TRIM BOARD i. ' FRAMING L - EXI5TIN5 NEW STUCCO SYSTEM, RE: DETAILS -- - -- EXIST. �� PROVIDE LIQUID FRAME WALL z FLASHING W/ HEMMED FOUNDATION MEMBRANE OR CURED 0 970.949.5200 vmda @vmda.com FAX 949.5205 C.0 D A?, z 3 w WALL POLYURETHANE SEALANT p� a° NEW PRESSURE TREATED 2x4 NAILER p ES DOGE RE: DE7A1� d J EXI5TING SILL PLATE I NEW 2x R.S. OEDAR MMMI Q p > TRIM BOARD ' ` II o z FOUNDATION WEEP SCREED m ¢ L!7 . - P o O RE: DETAIL NOTE A&.1 ¢ CO 1 ADHERED MASONRY VENEER $ WOOD 510IN6 NOTES: T FLASHING RE: DETAIL NOTES A6.1 1 z + LL1 00 1405.10.1.3 GFARANGE5. ON EXTERIOR STUD WALLS, ADHERED f � ` z a i EXISTING 1 z z - MASONRY VENEER SHALL BE INSTALLED A MINIMUM OF 4 INCHES V z O _ -1 FIN. GRADE ADD FILL TO ALLOW Q O Q f FOUNDATION 1 ABOVE, EARTH OR 2 INCHES ABOVE PAVED AREAS, OR A MINIMUM OF 0 C _ FOR POSITIVE ORAINAOE AWAY - 0 Q Nx m WALL 1 a 1/2 INCH ABOVE EXTERIOR WALKING 5JRFAGES WIHIOH ARE SUPPORTED z FROM BUILDING TO CREST OF z w ' HILL. SLOPE AWAY AT I" PER I' -O" 1 BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL Q Q O N f .: FOUNDATION BITUTHENE HAS BEEN INSTALLED EXISTING o WALL FOUNDATION i w o - EXI5TING FOAM INSULATION TO WALL SPACE - REMAIN THICKNESS VARIES BY w� 0 S LOCATION r FLASHING DETAIL W/ 57U000 FLASHING DETAIL W/ SIDING 1OUNDATION FLASHING @ GRADE <a 50ALE: 3" = 1' - O" WINDOW 0 o EXI5TING 5HIM- i w o Q z 3 0 SPACE m 2 w� 0 S EXISTING G.W.B. <a i Q3 N INSULATION FRAME WALL I NEW WINDOW 1 UNIT I EXISTING FOUNDATION WALL z E 4 k I WINDOW 5CALE: 3" = I' - O" PLATE ® OR BELOW GRADE BACKER ROD k SEALANT RE: DETAIL N07E5 Ab.l WINDOW FLASHING RE: DETAIL 2/A1.2 VNEW 2X CEDAR 0 WINDOW TRIM ONLY NEW PRESSURE TREATED 2x6 FLASHING RE: DETAIL NOTES A6.1 FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO z �9 CREST OF HILL. SLOPE AWAY AT I" PER 1' -0" f m EXISTING GRADE ..mommammo ...... .... I Z I � I K'C�V�7 D REMOVE EXI5TING TION, REPLACE W/ 1 1/2" ED FOAM INSULATION AFTER NE HAS BEEN INSTALLED EXISTING FOAM INSULATION TO REMAIN THICKNESS VARIES BY LOCATION N is I I I I v i ME El XI5TING GRADE x I z CUT AND REMOVE EXI5TING a f INSULATION, REPLACE K/ 1 1/2" EXISTING i a EXTRUDED FOAM INSULATION AFTER FOUNDATION I BITUTHENE HAS BEEN INSTALLED WALL EXISTING FOAM INSULATION TO REMAIN THICKNESS VARIES BY FLA5HIN6 DETAIL W/ STUCCO LOCATION FLASHING DETAIL V11 SIDING n FOUNDATION FLASHIN5 @ GRADE SCALE: 3" = I' - O" 2" TOP AP - 9:ri d-7•lr: NEW 1 1/2" EXTRUDED FOA TION SHALL OVERLAP ' - INS A MIN. OF 2" U WEATHER BARRIEI SHALL BE 2" ABOV SURFACE NAILS HIGH, 50 NA VERLAFPED BY THE -E STEP FLA5HIN5 IMMM 2504.11.2b WOOD 50IN6. CLEARANCE BETWEEN WOOD 51DIN5 AND z J EARTH ON THE EXTERIOR OF CONCRETE 5TEP5, PORCH SLABS, PATIO SLABS AND 51MILAR HORIZONTAL SURFACES EXPOSED TO THE Q O EXI5TING GRADE WEATHER EXCEPT WHERE 51DING, 5HEATHING AND WALL FRAMING ARE z O i� (� OF NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD. z Q Z FOUNDATION FLASHING NOTES: 0� O CD > I. BITUTHENE OVER PLYWOOD SHEATHING k FOUNDATION WALL SHOULD BE 1' -0" Lo Q MIN. ABOVE FINISHED GRADE, PAVERS, DECKING ETC. 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 k FOUNDATION WALL SHOULD BE 5" O MIN. BELOW TOP OF FOUNDATION WALL AT GRADE. 3. BITUTHENE OVER PLYWOOD SHEATHING k FOUNDATION WALL SHOULD BE 2" MIN. BELOW TOP OF FOUNDATION WALL AT PAVERS. 4. NO 517UTHENE 15 REOUIRED OVER PLYWOOD SHEATHING k FOUNDATION WALL IF TOP OF FOUNDATION WALL IS 18" OR HIGHER ABOVE GRADE OR PAVERS. STEP FLASH# I N5 @ ROOF TO SCALE: 1 1/2" = 11 - 0" N is I I I I v i ME El XI5TING GRADE x I z CUT AND REMOVE EXI5TING a f INSULATION, REPLACE K/ 1 1/2" EXISTING i a EXTRUDED FOAM INSULATION AFTER FOUNDATION I BITUTHENE HAS BEEN INSTALLED WALL EXISTING FOAM INSULATION TO REMAIN THICKNESS VARIES BY FLA5HIN6 DETAIL W/ STUCCO LOCATION FLASHING DETAIL V11 SIDING n FOUNDATION FLASHIN5 @ GRADE SCALE: 3" = I' - O" 2" TOP AP - 9:ri d-7•lr: NEW 1 1/2" EXTRUDED FOA TION SHALL OVERLAP ' - INS A MIN. OF 2" U WEATHER BARRIEI SHALL BE 2" ABOV SURFACE NAILS HIGH, 50 NA VERLAFPED BY THE -E STEP FLA5HIN5 IMMM 2504.11.2b WOOD 50IN6. CLEARANCE BETWEEN WOOD 51DIN5 AND z J EARTH ON THE EXTERIOR OF CONCRETE 5TEP5, PORCH SLABS, PATIO SLABS AND 51MILAR HORIZONTAL SURFACES EXPOSED TO THE Q O EXI5TING GRADE WEATHER EXCEPT WHERE 51DING, 5HEATHING AND WALL FRAMING ARE z O i� (� OF NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD. z Q Z FOUNDATION FLASHING NOTES: 0� O CD > I. BITUTHENE OVER PLYWOOD SHEATHING k FOUNDATION WALL SHOULD BE 1' -0" Lo Q MIN. ABOVE FINISHED GRADE, PAVERS, DECKING ETC. 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 k FOUNDATION WALL SHOULD BE 5" O MIN. BELOW TOP OF FOUNDATION WALL AT GRADE. 3. BITUTHENE OVER PLYWOOD SHEATHING k FOUNDATION WALL SHOULD BE 2" MIN. BELOW TOP OF FOUNDATION WALL AT PAVERS. 4. NO 517UTHENE 15 REOUIRED OVER PLYWOOD SHEATHING k FOUNDATION WALL IF TOP OF FOUNDATION WALL IS 18" OR HIGHER ABOVE GRADE OR PAVERS. STEP FLASH# I N5 @ ROOF TO SCALE: 1 1/2" = 11 - 0" STEP FLASH# I N5 @ ROOF TO SCALE: 1 1/2" = 11 - 0" 3' -0" NEW 1/2" PLYWOOD SHEATHING ----------------------------------------------- -- i i it - -- -------------------------------- THRU -BOLTS W/ HEAVY DUTY WA5HER5, RE: STRUCTURAL i LINE OF NEW STONE GAP 2" STONE GAP BONDED i WOOD BEAM �4ETAL FLASHING W/ :TAR RE: STRUCTURAL SHIN& i _ _ NEW 2x10 WALL FRAMING, DETAIL NOTES A6.1 i AS SHOWN (TYP) LKING RE: NOTES ON , ' � NEW 2x6 FULL HT. ET AI.1 RE: STRUCTURAL )INO BEAD BITUTHENE OVER TOP METAL BRACKET, RE: DETAIL �JALL 4 6" DOWN ON i = E-5 OF TYVEK L_____t i __ _ 2x6 R.5. CEDAR TOP EA. 51DE 2x4 R.5. CEDAR BOTTOM CHORD - 3 EA.51DE - A6.3 I C,0RNER FEDESTAL. � NEW STUCCO SYSTEM (TYP.) I/2" DIA. CARRIAGE BOLT, T_____ EQUAL SPAGINO; 2' -O" O.G. MAX. IXS RS CEDAR SIDING ' EA. SIDE I/2" GDX PLYWOOD WOOD BEAM � RE: STRUCTURAL � 3 J A6.3 SEG-T.ibRU PEDESTAL GAP 50ALE: 1 1/2" = I' - O" BETWEEN SLAB CONCRETE TOPPING SLAB HYDRODRAIN (OPTIONAL) APPROVED PROTECTION - MM 6125 -FR OR STD. ad e as d _ a a , _d 4 d � FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCEMENT MONOLITHIC MEMBRANE 6125 =X -FLASH F, =X -FLASH UN OR HER APPROVED INFORCEMENT 1NOLITHIC MEMBRANE 15 STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A T COATING OF MONOLITHIC MEMBRANE 6125. NO REINFORCING SHOI BE LEFT EXPOSED OVERNIGHT. NOTES: WHEN DOW STYROFOAM IS INSTALLED DIRECTLY UNDER AN IMPERVIOUS SURFACE (i.e., TOPPING SLAB, SETTING BED, ETC.) AN AIR LAYER ( HYDRODRAIN) MUST BE INSTALLED ON TOP OF THE FOAM. IF HYDRODRAIN OR INSULATION IS TO BE INSTALLED UNDER ASPHALT PAVEMENT A COMPACTED STONE BASE IS REQUIRED. CONTACT HYDROTECH FOR ADDITIONAL SUGGESTIONS REGARDING PLACEMENT OF ASPHALT PAVEMENT DIRECTLY OVER MM 6125. STEP 1 1:1= 5GALE: 1 1/2" = I' - O" ARCHITECTURAL PAVER PEDESTAL DOW STYROFOAM INSULATION HYDRODRAIN HYDROFLEX 30 OR OTHER APPROVED PROTECTION COURSE MONOLITHIC MEMBRANE 6125 (125 MILS) SURFACE CONDITIONER FLEX -FLASH F MONOLITHIC MEMBRANE 6125 (90 MILS) FABRIC REINFORCED ASSEMBLY FOR NEW CONCRETE SUBSTRATES AND ALL REHAB APPLICATIONS MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING H'NrDR0TEC,H MONOLITHIG MEM5RANE. 50ALE: NOT TO 50ALE NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR THRESHOLD NEW J" TREATED PLYD SILL PLATE BELOW NEW THRESHOLD EXISTING 2 -2X6 DECK FRAMING TO BE REPLACED; RE: STRUCTURAL NEW CASINO BEAD \-- NEW IX6 T40 CEDAR SOFFIT I NEW STUCCO SYSTEM I NEW I I/2" EXTRUDED FOAM INSULATION I I NEW TYVEK WEATHER BARRIER RE: SPEC. FLASHING @ DEG SCALE: 5" = 1'- O" EX. FLOOR FRAMING_ L y 5EE`STRUGTU -------- -------- INSTALL NEW THRESHOLD OVER NEW VYGOR SILL PAN (DETAIL I/A7.2). SET PAN IN A HEAVY URETHANE SEALANT NEW 2x4 TREATED SLEEPERS @ 16" O.G. HYDROTFOR5 MONOLITHIC MEMBRANE 6125 FR, RE: DETAIL NEW 3/4" T46 PLYWOOD 5HEATHIN6 GLUED 4 5GREWED EXISTING DECK FRAMING TO BE REPLACED, SEE STRUCTURAL NEW 2x4 TREATED E ® 611 O.G. HYDROTEGH MONOLI MEMBRANE 6125 FR, NEW 3/4 T$0 PLYWC SHEATHING GLUED 4 5GREWED 3x8 SMOOTH CEDAR TOP RAIL W EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP -,HORD, BOTH SIDES XS R5 CEDAR 40RIZONTAL 51DINO 30TH SIDES /2" GDX PLYWOOD 5x6 R5 CEDAR POSTS 2 6-0" OG +/- 2x4 R5 CEDAR BOTTOM 'HORD BOTH SIDES THRU -BOLTS W/ WA5HER5, RE: STRUCTURAL 2x12 R5 CEDAR FA501A TRIM GUARDRAIL SEGTION, 50ALE: I" = 1' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) Tel OF >��� By J Mondragon at 1:31 pm, Jul 09, 2013 NEW IXS T$G CEDAR SIDING � NEW STUCCO SYSTEM G .W.B I EXISTIN G. CEILING NEW CASINO BEAD NEW I I/2" RIGID EXTRUDED NEW 5TUGG0 SYSTEM FOAM INSULATION EXISTING 2x WALL 1 1/2" EXTRUDED FOAM TYVEK' WEATHER EXISTING O.W.B. WALL I INSULATION O/ TYVEK BARRIER RE: SPEC. z FLASHING BITUTHENE 5HEATHING TO NALL @ DOOR - - SEALANT 5 tDEG< GALE: 1 1/2" - 1' O" VELUX FIXED CURB MOUNTED SKYLIGHT INTERLOCK SEAL I. NEW TYVEK WEATHER BARRIER RE: SPEC. NEW 1 1/2" EXTRUDED FOAM INSULATION NEW 51DINO FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 RE: DETAIL NOTES A6.1 BITUTHENE INTERLOCK FLASHING 'I W/ DRIP EDGE RE: DETAIL NOTES A6.1 �I NEW CONT. 2x4 R.5. CEDAR V0 RE: DETAIL 2/A7.2 it TRIM � 2x8 FURRING AROUND 'I ROUGH OPENING BACKER ROD W/ it HYDROTEGH MONOLITHIC MEMBRANE 6125 FR Q CAULKING iI RE: DETAIL WINDOW FRAME Q J Z p <0 0 Z NEW 2x4 TREATED SLEEPERS ® 16" O.G. j 0 O Q I NEW 3/4" T46 PLYWOOD 5HEATHING 0 F GLUED 4 5GREWED EXISTING 2 -2X6 DECK FRAMING TO BE REPLACED; RE: STRUCTURAL NEW CASINO BEAD \-- NEW IX6 T40 CEDAR SOFFIT I NEW STUCCO SYSTEM I NEW I I/2" EXTRUDED FOAM INSULATION I I NEW TYVEK WEATHER BARRIER RE: SPEC. FLASHING @ DEG SCALE: 5" = 1'- O" EX. FLOOR FRAMING_ L y 5EE`STRUGTU -------- -------- INSTALL NEW THRESHOLD OVER NEW VYGOR SILL PAN (DETAIL I/A7.2). SET PAN IN A HEAVY URETHANE SEALANT NEW 2x4 TREATED SLEEPERS @ 16" O.G. HYDROTFOR5 MONOLITHIC MEMBRANE 6125 FR, RE: DETAIL NEW 3/4" T46 PLYWOOD 5HEATHIN6 GLUED 4 5GREWED EXISTING DECK FRAMING TO BE REPLACED, SEE STRUCTURAL NEW 2x4 TREATED E ® 611 O.G. HYDROTEGH MONOLI MEMBRANE 6125 FR, NEW 3/4 T$0 PLYWC SHEATHING GLUED 4 5GREWED 3x8 SMOOTH CEDAR TOP RAIL W EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP -,HORD, BOTH SIDES XS R5 CEDAR 40RIZONTAL 51DINO 30TH SIDES /2" GDX PLYWOOD 5x6 R5 CEDAR POSTS 2 6-0" OG +/- 2x4 R5 CEDAR BOTTOM 'HORD BOTH SIDES THRU -BOLTS W/ WA5HER5, RE: STRUCTURAL 2x12 R5 CEDAR FA501A TRIM GUARDRAIL SEGTION, 50ALE: I" = 1' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) Tel OF >��� By J Mondragon at 1:31 pm, Jul 09, 2013 NEW IXS T$G CEDAR SIDING � NEW STUCCO SYSTEM G .W.B I EXISTIN G. CEILING NEW CASINO BEAD NEW I I/2" RIGID EXTRUDED NEW 5TUGG0 SYSTEM FOAM INSULATION EXISTING 2x WALL 1 1/2" EXTRUDED FOAM TYVEK' WEATHER EXISTING O.W.B. WALL I INSULATION O/ TYVEK BARRIER RE: SPEC. z FLASHING BITUTHENE 5HEATHING TO NALL @ DOOR - - SEALANT 5 tDEG< GALE: 1 1/2" - 1' O" VELUX FIXED CURB MOUNTED SKYLIGHT INTERLOCK SEAL FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 BITUTHENE INTERLOCK FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING V0 RE: DETAIL 2/A7.2 Lo 2x8 WINDOW TRIM � 2x8 FURRING AROUND � 00 ROUGH OPENING BACKER ROD W/ Q Q CAULKING � 00 WINDOW FRAME Q J WINDOW OPTIONAL — ACCESSORY TRAY -TYP. BITUTHENE SADDLE FLASHING BY OTHER'S SHEATHING FIELD VERIFY EXISTING FRAMING ® SOFFIT SEGTION THRU S<NrLIGHT @ KITGHEN 50ALE: 5" = 1'- O" 2x NAILER FILL CAVITY W/ SPRAY FOAM INSULATION 2x BLOCKING U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com rA \/ AAA rnnr 0 V0 Lo 0-) � 121� LU � 00 ov00 Q Q U) 00 � 00 Q J Z 0 <0 0 Z LJ 0 O Q 0 'TYVEK'WEATHER BARRIER RE: SPEC. OVER MTL FLASHING EXISTING PLYWOOD NEW 1 1/2" RIGID — EXTRUDED FOAM INSULATION NEW 1X8 CHANNEL LAP HORIZONTAL SIDING FLASHING W/ DRIP E06E RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING - RE: DETAIL 2/A1.2 2x WINDOW 7RIM- 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME WINDOW INSULATION HEAD 7RIM /GA51N5 'TYVEW WEATHER BARRIER RE: 5PEG. EXISTING FRAME WALL EXISTING -- PLYWOOD NEW IX8 CHANNEL LAP HORIZONTAL SIDING NEW 1 1/2" RIGID] XTRUDED FOAM INSULATION CAULKING 2x8 R.5. CEDAR WINDOW TRIM WINDOW GLAZINE WINDOW FRAME BACKER ROD 8 CAULKING NEW WINDOW FLASHING - RE: DETAIL 2/A7.2 2x WINDOW TRIM; CHAMFER TOP 2x6 TREATED FURRING - AROUND WINDOW ROUGH OPENING CAULKING — 'TYVEK` WEATHER BARRIER - RE: 5PEG;EXTEND TO TOP OF SHEATHING NEW IX8 CHANNEL LAP WOOD SIDING NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD INSULATION EXISTING FRAME WALL - G.WB. EXISTING - HEADER - 79IM /GASIN6 NEW WINDOW UNIT SCREEN WIN. SILL BELGP. k NEW WINDOh_ SCREEN NEW WINDOW BACKER ROD d CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A"1.2 �AME3 SILL NEW WINDOW UNIT SCREEN S SILL DAM ST2 WOOD WINDOW SILL TRIM /OA51NG G.W.B. INSULATION EXISTING FRAME WALL NINON DETAIL SIDING 56ALE: 3" = 1' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL BY J Mondragon at 1:31 pm, Jul 09, 2013 'TYVEK'HEATHER BARRIER RE: 5PE0. OVER MTL FLASHING EXISTING PLYWOOD NEW 1 1/2" RI61D EXTRUDED FOAM INSULATION NEW STUCCO 51(5TEM — 1x4 VERTICAL SLEEPERS 24" O.O. - CASING BEAD N NEEFS 1/4" MIN. FLASHING W/ DRIP EDGE — RE: DETAIL NOTES Ab.l NEW WINDOW FLA5HINO- RE! DETAIL 2/A1.2 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD K/ CAULKING WINDOW FRAME - WINDOW HEAD TRIM /CASING INSULATION TYVEK' WEATHER EXISTING BARRIER RE: 5PEG. FRAME WALL EXISTING PLYWOOD _ _ _ _ _ NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM CASING BEAD BACKER ROD 8 CAULKING 2x8 R.S. CEDAR WINDOW TRIM WINDOW GLAZING WINDOW FRAME BACKER ROD 8 CAULKING NEW WINDOW FLASHING — RE: DETAIL 2/A"1.2 2x WINDOW TRIM;— CHAMFER TOP 2x6 TREATED FURRING AROUND WINDOW ROUGH OPENING BACKER ROD 8 — CAULKING CASING BEAD - 'TYVEK' WEATHER BARRIER RE: SPEC.; EXTEND TO TOP OF SHEATHING NEW STUCCO SYSTEM - NEW 1 1/2" RIGID EXTRUDED — FOAM INSULATION EXISTING PLYWOOD— JA�5 SILL INSULATION EXISTING FRAME WALL - G.W.B. NEW WINDOW I UNIT SCREEN WIN. SILL BELOW NEW WINDOW SCREEN BACKER ROD 8 CAULKING NEW WINDOW FLASHING. RE: DETAIL 2/A"1.2 NEW WINDOW UNIT SCREEN SILL DAM - WOOD WINDOW SILL TRIM /CASING G.W.B. INSULATION EXISTING FRAME WALL NI NDON DETAIL STUCLO 50ALE: 3" = 1' - O" 'TYVEK' WEATHER BARRIER RE: SPEC. OVER MTL FLASHING NEW I1 /2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM CASING BEAD W/ WEEP5— I /4" MIN. Gf FLASHING K/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING — RE: DETAIL 2/A"1.2 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME WINDOW GLAZING WINDOW EXISTING WALL FURRING HEAD - G.W.B. EX. WALL FURRING MM/CASING WIN. SILL I BELOW EXISTING 8" GONG. FOUND. WALL NEW 1 1/2" RIGID _ EXTRUDED FOAM INSULATION -' 'TYVEK' WEATHER BARRIER RE: SPED NEW WINDOW SCREEN NEW 5TUC60 SYSTEM J / CA51NO BEAD J 2.8 IRS. BACKER ROD 8 CAULKING BACKER ROD 8 CEDAR WINDOW NEW WINDOW CAULKING TRIM NEW WINDOW FLASHING RE: DETAIL 2 /AT2 �AME3 NEW WINDOW WINDOW GLAZING UNIT SCREEN WINDOW FRAME WINDOW SILL BACKER ROD 8 CAULKING NEW WINDOW FLASHING EXISTING SHIM RE: DETAIL 2/A7.2 -� SPACE 5 2x WINDOW TRIM A"12 CHAMFER TOP SILL DAM 2x6 TREATED FURRING AROUND WINDOW ROUGH - OPENING EXISTING G.W.B. BACKER ROD 8 �-EXI5TIN6 8" CAULKING GONG. FOUND. CASING BEAD WALL INSULATION _I TYVEK' WEATHER BARRIER RE: EXI5TIN6 SPEC. OVER CASING BEAD L1 FRAME WALL NEW STUCCO SYSTEM f NEW I I/2" RIGID EXTRUDED FOAM INSULATION FOUNDATION WEEP 50REED RE: DETAIL NOTES A63 I a 26 GAUGE GALVANIZED SHEET METAL PAINTED FLASHING d EXISTING GRADE— - -' SILL_ NI NDON DETAIL @ FOUND. NISTUOOO 50ALE: 3" = 1' - O" 'TYVEK' WEATHER BARRIER RE: SPEC. OVER MT- FLASHING EXISTING PLYWOOD NEW 1 1/2" RISC EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM 1x4 VERTICAL SLEEPERS 24" O.G. CASING BEAD NV WEEF5� 1/4" MIN, GAP FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING RE: DETAIL 2 /A"1.2 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME i TRIM /CA51N6 _ f f BARRIER RE: SPEC. FRAME WALL EXISTING PLYWOOD _ _ _ _ _ _ 2x FURRING NEW 2x12 R.S. CEDAR DECORATIVE BAND/TRIM BACKER ROD 8 CAULKING r A51N5 BEAD INSULATION EXISTING FRAME WALL - G.W.B. TRIM /OA51NG NEW WINDOW UNIT WIN. SILL BELOW jj NEW WINDOW SCREEN BACKER ROD 8 CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A1.2 NEW WINDOW UNIT SCREEN ISILL DAM T.2 WOOD WINDOW SILL TRIM /CASING G.W.B. INSULATION EXISTING FIN. FLOOR FRAME WALL 1 EXISTING FLOOR FRAMING EXISTING SOFFIT TO BE/ REPAIRED OR REPLACED ......AND- PAINTED - NINDON DETAIL @ SOFFIT 1\. V N ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 El 970.949.5200 vmda @vmda.com FAX 949.5205 CO- D A?, W C) V Q Ln CT) Uj 00 0 V 0 co Q0O taw Z J O Z < � O U C) Z LU �0�U 4cx: Lo Q O EXISTING FLOOR FRAMING EXISTING SOFFIT TO BE/ REPAIRED OR REPLACED ......AND- PAINTED - NINDON DETAIL @ SOFFIT 1\. V N ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 El 970.949.5200 vmda @vmda.com FAX 949.5205 CO- D A?, W C) V Q Ln CT) Uj 00 0 V 0 co Q0O taw Z J O Z < � O U C) Z LU �0�U 4cx: Lo Q O TIE -IN WITH HEATHER RE515TIVE BARRIER: 1. INTEGRATE INSTALLATION OF HEATHER RE515TIVE BARRIER HI TH GRACE VYCOR PLUS TO FORM WATER -5HEDD I NG LAPS 2. RI PCORDO HA5 BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND /OR COORDINATION OF OTHER TRADES 5. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE VYCOR PLUS INSTALLATION 4. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER HEATHER RE515TIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD HEATHER RE515TIVE BARRIER BACK OVER HEAD FLASHING AND SEAL 51 DE EDGES HI TH WEATHER RESISTIVE BARRIER TAPE OR GRACE VYCOR PLUS 0 MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS O GRACE VYGOR PLUS / 0 WINDOW TRIM /CASING INSULATION EXISTING 'TYVEK' WEATHER FRAME WALL BARRIER RE: 5PEG.--\ G.W.B.- EX15TINO PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM IN5ULATION NEW STUCCO SYSTEM CASING BEAD 2x8 R.S. BACKER ROD CEDAR CAULKING WINDOW TRIM NEV P� P� I SEE VGRDET -201 gP� Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) EXTERIOR SHEATHING TOWN Q VAIN By J Mondragon at 1:32 pm, Jul 09, 2013 FOLD UP WEATHER MECHANICALLY FASTEN AS NECESSARY IN RE515TIVE BARRIER AND CORNERS THROUGH GRACE VYCOR PLUS; TEMPORARILY SECURE EXTEND UP (9" ABOVE FURRING. COVER TOP H/ METAL FLASHING $ TYVEK. HEATHER RE515TIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) SILL PLATE (SEE VGRDET -106 FOR OPTIONS) CEP 22 5( CORNER PATCH �P (RE: VGRDET -504 AS OPTION) O NOTES: VYGOR PLUS A. VISIT GRACECON5TRUCTION.00M FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL 50ALE: NOT TO 50ALE ................... NEW DOOR I.II \II'1 /11.1 Ti"f11A /i AI`I \I/` NEW WINDOW FLA5HING RE: DETAIL 2/A1.2 WINDOW TRIM WINDOW ROUGH OPENING �I 0101 WOR 50ALE: 3" = 1' -0" WINDOW NEW TRAGK FA5TENER5NEW 2x6 TRACK 5HIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- TYVEK' WEATHER EXISTING BARRIER RE: SPEC. FRAME WALL EXI5TING AAA PLYWOOD------------ - - - - -- -------- - - - - -- - . ----------------- -1 1/2 NEW 5TUCG0 1 _ SYSTEM NEW 1 1/2" RI61D EXTRUDED FOAM INSULATION GA51NG BEAD BACKER ROD $ 2x8 R.5. GAULKINO CEDAR TRIM NEW DOOR FLA5HINO RE: DETAIL I/A1.2 0 JAMB 4 HEAD O GRAGE V'I'GOR PLUS 5 00 NOT FLASH OVER BOTTOM NAILING FLANGE WINDOW FLASHING SIMILAR NEW DOOR TRACK & ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.5. CEDAR CLADDING (RE: ELEVATION ON SHEET A2.1) NEW Ix4 DOOR STOP W/ WEATHER STRIPPING TERMINATE 1/2" ABOVE PAVEMENT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE I/2" ABOVE PAVEMENT .. ------ - - - - -- --------------- - - - - -- . -------- - - - - -- COVE BEAD SEALANT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT 2x(b DOOR ROUGH FRAMING/NAILER GARAGE DOOR JAMS SCALE: 3" = 1' -O" ��'� i I A� SILL DAM SILL PLATE (RE: VGRDET -10(b FOR OPTION B) 0 ! GRACE VYCOR PLUS EXTEND DONN TO BOTTOM I OF 2x6 FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A7.2 (RE: VGRDET -504 FOR OPTION) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER A5 SHOWN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LONER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR HEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH HEATHER RE515TIVE BARRIER TO FORM WATER - SHEDDING LAPS F. DETAIL AL50 RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL WINDOW FLASHING 50ALE: NOT TO 50BLE 2x(b FURRING AROUND��� ROUGH 0/FFN!N5 //' /, 1 1/2 RIGID EXTRUDED FOAM INSULATION INSTALL GRACE VYCOR, A5 ; SHOWN HERE AND ON DETAIL 1 & 2 A1.2 t , EXISTING FRAME WALL INSTALL Ixl STRIP AT SILL, FULL WIDTH) AS DAM EXISTING FRAME WALL NINDON SILL FLASHING 50ALE: NOT TO 50ALE U ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ' (} 04 VI TO w D "'� N 7�N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 0 4/29/2013 1 3/8/2013 1: 1 1311 WINDOW & DOOR DETAILS 1 A7.2 UNIT 18 AND 19 Cn 0 V0 Lo Lij '00 C) C) Q Q C/) 0 00 � Q 0 J Z 0 �O 0 wz 0 0 Q 0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 0 4/29/2013 1 3/8/2013 1: 1 1311 WINDOW & DOOR DETAILS 1 A7.2 UNIT 18 AND 19 N1 �9 m O T r 1'-4" r i WOGI`� WOGD 2'-51/2" IS.O.A Q r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOXIN OF VAIL By J Mondragon at 1:32 pm, Jul 09, 2013 ELEVATIONS VIEWED FROM EXTERIOR r in SECOND LEVEL Jul I NDONS O T Q r in °' 18.1.N y O T At _P Y V D. ALL OLA55 IN TUB5 AND SHOWERS LE55 THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN AGGORDANGE WITH 2012 IRO FOR 2-UNIT BU I LD I NOS, AND 2012 I BG J WITHIN 24 "OF EITHER EDGE OF THE DOOR AND 15 LE55 THAN 60" 18.O.G ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 15" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED OLA55 -7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 18.2.G T WOGD 18.2. T C. 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. WOGD 2'-51/2" IS.O.A Q r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOXIN OF VAIL By J Mondragon at 1:32 pm, Jul 09, 2013 ELEVATIONS VIEWED FROM EXTERIOR r in SECOND LEVEL Jul I NDONS O T Q r in °' 18.1.N y O T � m N O w 18.1 .H 18.1 .J NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS 3' -4 3/4" O FIRST LEVEL WINDOWS r L At _P Y V D. ALL OLA55 IN TUB5 AND SHOWERS LE55 THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN AGGORDANGE WITH 2012 IRO FOR 2-UNIT BU I LD I NOS, AND 2012 I BG E. GLAZ 1 NG ADJACENT TO A DOOR WHERE THE OLAZ 1 NG 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND 15 LE55 THAN 60" 18.O.G ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 15" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED OLA55 -7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =.32 5HOO =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. m 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPERABLE HEIGHT SHALL BE 24 ". T cn IBC OR SECTION 8312.2.2 OF THE 2012 IRO) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. J 0 5. SAFETY OLAZINO SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND cv GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE � m N O w 18.1 .H 18.1 .J NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS 3' -4 3/4" O FIRST LEVEL WINDOWS r L r BASEMENT LEVEL WINDOWS c r in 3' -4 3/4" T 0 m 0 LU LL m ol UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL — — — — — — INDICATES GONTI NUOUS FLASH I NO O/ HEADER, RE: DETAIL/A-1.1 MODIFY FRAMINO PER VARIES PER LOCAT NWINDOW 0�����MR, I N D O N 0 F N F— R A L N O T E S. At _P Y V D. ALL OLA55 IN TUB5 AND SHOWERS LE55 THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN AGGORDANGE WITH 2012 IRO FOR 2-UNIT BU I LD I NOS, AND 2012 I BG E. GLAZ 1 NG ADJACENT TO A DOOR WHERE THE OLAZ 1 NG 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND 15 LE55 THAN 60" 18.O.G ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ r BASEMENT LEVEL WINDOWS c r in 3' -4 3/4" T 0 m 0 LU LL m ol UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL — — — — — — INDICATES GONTI NUOUS FLASH I NO O/ HEADER, RE: DETAIL/A-1.1 MODIFY FRAMINO PER VARIES PER LOCAT NWINDOW 0�����MR, I N D O N 0 F N F— R A L N O T E S. At _P Y V D. ALL OLA55 IN TUB5 AND SHOWERS LE55 THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN AGGORDANGE WITH 2012 IRO FOR 2-UNIT BU I LD I NOS, AND 2012 I BG E. GLAZ 1 NG ADJACENT TO A DOOR WHERE THE OLAZ 1 NG 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND 15 LE55 THAN 60" FOR 3 -UNIT BUILDINGS; ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 15" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED OLA55 -7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =.32 5HOO =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPERABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 G. MINIMUM OPERABLE WIDTH SHALL BE 20 ". IBC OR SECTION 8312.2.2 OF THE 2012 IRO) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. J 0 5. SAFETY OLAZINO SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REQUIRED AT: �- A. STORM DOORS 0 B. FIXED AND 5L I D I NO PANELS OF 5L I D I NO DOOR ASSEMBLIES. Q�Q G. AT ALL SHOWER AND TUB DOORS 51-115/411 C; T 1141 51-11/211 u� m / 18.1 .M m O r 0 2' -, 1/2" At _P It 18.I.D 2 0 A10 V0 i LO Z L.L W (.0 00 m r Q00 r �■ < Q J 0 zoo 18.1.E �- r 0 Q�Q 0 a. 1 18.1.8 18.1 .G WOGD WOGD 1141 51-11/211 u� m / 18.1 .M m O r 0 2' -, 1/2" 2 t m 5 -1 1/2" ■ 00 18.I.D 2 0 A10 V0 i LO 2 t m 5 -1 1/2" ■ 3' -1 i/8" 00 2 0 A10 V0 i LO Z L.L W (.0 00 ovoo r Q00 r �■ < Q J 0 zoo 18.1.E �- wz ry 0 Q�Q 0 a. 3' -1 i/8" UNIT -18 WINDOW 8 DOOM ELEVATIONS u a� ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com 00 0 V0 i LO Z L.L W (.0 00 ovoo Q Q00 00 �■ < Q J 0 zoo �- wz ry 0 Q�Q 0 a. UNIT -18 WINDOW 8 DOOM ELEVATIONS u a� ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 11 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A7.3 UNIT 18 AND 19 00 0 V0 LO Z L.L W (.0 00 ovoo Q Q00 00 �■ < Q J 0 zoo �- wz ry 0 Q�Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 11 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A7.3 UNIT 18 AND 19 m N r� in m O r 0 \1110 �n C u u d s T 7F T Iq.2.A T NO CID N r� in ELEVATIONS VIEWED FROM E:XTERIOR NO C.0 4' -5" _J r r� u� 0 cn 2' -4 3/4" 2' -4 3/4" T _T ia.2.c T NO CID Z-51/2" e r ►n O T N r in O T <r SEGOND LEVEL WINDOWS 7' -0ll I' -5" N WOGb 19.2.E 1_q 11 51-611 11_a11 A 3' -1 1/2" 192.P 19.1.2 1' -5" Qi Ll m r� cn N I�.I.I Iq.l.O NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS FIRST LEVEL. W 1NDOWS 4' -511 m C\V r in 3' -a 3/4" O T BASEMENT LEVEL WINDOWS 0 is 5' -10" 192.6 19.1.1 4' -511 0 cn m 51-15/411 i i O O WOGD WOGD T o r Reviewed for Code Compliance V I Code: 2012 International Residential Code (IRC) UNIT# DOOR# UNIT# WINDOW# ON TOWN OF VAIL' By J Mondragon at 1:32 pm, Jul 09, 2013 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL/A7.1 VARIES PER LOCATION WINDOW Y `t I N D 0 Y `t 0 E N A L N 0 T E D. ALL OL455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2 -UNIT BUILDINGS, AND 2012 I BG E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 1 S FOR 3 -UNIT BUILDINGS; WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EaUAL WOOD FRAME W/ F. GLASS WITHIN IS" of THE FLOOR. ARCHITECTS METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED CLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. .3 O BENCHMARK R O A D 3. PERFORMANCE VALUES: U VALUE =2 5HCG =.20 5. VERIFY ALL OPERATIONS OF WINDOWS AND W W WINDOW BRAND TYPE VV 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. SUITE 207 A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. WOGD - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.5.1 OF THE 2012 BOX 0 0 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND AVON, C 0 81620 CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REaU I RED AT: A. STORM DOORS 9 1 0. 9 4 9. 5 2 0 0 B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS vmda @vmda.com 41.1111 2 4._11.. 2 FAX 949.5205 NEW WINDOW NEW WINDOW 3' -Q 3/4" T 2' -1 1/2" WOOD - -o f 0 cr m cn I' -q II Le Iq.I.L 4' -511 i — — — — — — — — — — — 7 — — — — — — — — — — ---- 2 2 m r Iq.I.N I�i.I.M �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 T 4' -5" _J r r� u� 0 cn 2' -4 3/4" 2' -4 3/4" T _T ia.2.c T NO CID Z-51/2" e r ►n O T N r in O T <r SEGOND LEVEL WINDOWS 7' -0ll I' -5" N WOGb 19.2.E 1_q 11 51-611 11_a11 A 3' -1 1/2" 192.P 19.1.2 1' -5" Qi Ll m r� cn N I�.I.I Iq.l.O NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS FIRST LEVEL. W 1NDOWS 4' -511 m C\V r in 3' -a 3/4" O T BASEMENT LEVEL WINDOWS 0 is 5' -10" 192.6 19.1.1 4' -511 0 cn m 51-15/411 i i O O WOGD WOGD T o r Reviewed for Code Compliance V I Code: 2012 International Residential Code (IRC) UNIT# DOOR# UNIT# WINDOW# ON TOWN OF VAIL' By J Mondragon at 1:32 pm, Jul 09, 2013 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL/A7.1 VARIES PER LOCATION WINDOW Y `t I N D 0 Y `t 0 E N A L N 0 T E D. ALL OL455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2 -UNIT BUILDINGS, AND 2012 I BG E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 1 S FOR 3 -UNIT BUILDINGS; WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EaUAL WOOD FRAME W/ F. GLASS WITHIN IS" of THE FLOOR. ARCHITECTS METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED CLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. .3 O BENCHMARK R O A D 3. PERFORMANCE VALUES: U VALUE =2 5HCG =.20 5. VERIFY ALL OPERATIONS OF WINDOWS AND W W WINDOW BRAND TYPE VV 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. SUITE 207 A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. WOGD - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.5.1 OF THE 2012 BOX 0 0 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND AVON, C 0 81620 CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REaU I RED AT: A. STORM DOORS 9 1 0. 9 4 9. 5 2 0 0 B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS vmda @vmda.com 41.1111 2 4._11.. 2 FAX 949.5205 NEW WINDOW NEW WINDOW 3' -Q 3/4" T 2' -1 1/2" WOOD - -o f 0 cr m cn I' -q II Le Iq.I.L 4' -511 i — — — — — — — — — — — 7 — — — — — — — — — — ---- 2 2 m r Iq.I.N I�i.I.M �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 Z-51/2" e r ►n O T N r in O T <r SEGOND LEVEL WINDOWS 7' -0ll I' -5" N WOGb 19.2.E 1_q 11 51-611 11_a11 A 3' -1 1/2" 192.P 19.1.2 1' -5" Qi Ll m r� cn N I�.I.I Iq.l.O NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS FIRST LEVEL. W 1NDOWS 4' -511 m C\V r in 3' -a 3/4" O T BASEMENT LEVEL WINDOWS 0 is 5' -10" 192.6 19.1.1 4' -511 0 cn m 51-15/411 i i O O WOGD WOGD T o r Reviewed for Code Compliance V I Code: 2012 International Residential Code (IRC) UNIT# DOOR# UNIT# WINDOW# ON TOWN OF VAIL' By J Mondragon at 1:32 pm, Jul 09, 2013 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL/A7.1 VARIES PER LOCATION WINDOW Y `t I N D 0 Y `t 0 E N A L N 0 T E D. ALL OL455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2 -UNIT BUILDINGS, AND 2012 I BG E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 1 S FOR 3 -UNIT BUILDINGS; WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EaUAL WOOD FRAME W/ F. GLASS WITHIN IS" of THE FLOOR. ARCHITECTS METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED CLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. .3 O BENCHMARK R O A D 3. PERFORMANCE VALUES: U VALUE =2 5HCG =.20 5. VERIFY ALL OPERATIONS OF WINDOWS AND W W WINDOW BRAND TYPE VV 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. SUITE 207 A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. WOGD - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.5.1 OF THE 2012 BOX 0 0 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND AVON, C 0 81620 CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REaU I RED AT: A. STORM DOORS 9 1 0. 9 4 9. 5 2 0 0 B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS vmda @vmda.com 41.1111 2 4._11.. 2 FAX 949.5205 NEW WINDOW NEW WINDOW 3' -Q 3/4" T 2' -1 1/2" WOOD - -o f 0 cr m cn I' -q II Le Iq.I.L 4' -511 i — — — — — — — — — — — 7 — — — — — — — — — — ---- 2 2 m r Iq.I.N I�i.I.M �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 <r SEGOND LEVEL WINDOWS 7' -0ll I' -5" N WOGb 19.2.E 1_q 11 51-611 11_a11 A 3' -1 1/2" 192.P 19.1.2 1' -5" Qi Ll m r� cn N I�.I.I Iq.l.O NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS FIRST LEVEL. W 1NDOWS 4' -511 m C\V r in 3' -a 3/4" O T BASEMENT LEVEL WINDOWS 0 is 5' -10" 192.6 19.1.1 4' -511 0 cn m 51-15/411 i i O O WOGD WOGD T o r Reviewed for Code Compliance V I Code: 2012 International Residential Code (IRC) UNIT# DOOR# UNIT# WINDOW# ON TOWN OF VAIL' By J Mondragon at 1:32 pm, Jul 09, 2013 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL/A7.1 VARIES PER LOCATION WINDOW Y `t I N D 0 Y `t 0 E N A L N 0 T E D. ALL OL455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2 -UNIT BUILDINGS, AND 2012 I BG E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 1 S FOR 3 -UNIT BUILDINGS; WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EaUAL WOOD FRAME W/ F. GLASS WITHIN IS" of THE FLOOR. ARCHITECTS METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED CLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. .3 O BENCHMARK R O A D 3. PERFORMANCE VALUES: U VALUE =2 5HCG =.20 5. VERIFY ALL OPERATIONS OF WINDOWS AND W W WINDOW BRAND TYPE VV 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. SUITE 207 A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. WOGD - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.5.1 OF THE 2012 BOX 0 0 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND AVON, C 0 81620 CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REaU I RED AT: A. STORM DOORS 9 1 0. 9 4 9. 5 2 0 0 B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS vmda @vmda.com 41.1111 2 4._11.. 2 FAX 949.5205 NEW WINDOW NEW WINDOW 3' -Q 3/4" T 2' -1 1/2" WOOD - -o f 0 cr m cn I' -q II Le Iq.I.L 4' -511 i — — — — — — — — — — — 7 — — — — — — — — — — ---- 2 2 m r Iq.I.N I�i.I.M �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 A 3' -1 1/2" 192.P 19.1.2 1' -5" Qi Ll m r� cn N I�.I.I Iq.l.O NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EX I ST I NO . - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS FIRST LEVEL. W 1NDOWS 4' -511 m C\V r in 3' -a 3/4" O T BASEMENT LEVEL WINDOWS 0 is 5' -10" 192.6 19.1.1 4' -511 0 cn m 51-15/411 i i O O WOGD WOGD T o r Reviewed for Code Compliance V I Code: 2012 International Residential Code (IRC) UNIT# DOOR# UNIT# WINDOW# ON TOWN OF VAIL' By J Mondragon at 1:32 pm, Jul 09, 2013 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL/A7.1 VARIES PER LOCATION WINDOW Y `t I N D 0 Y `t 0 E N A L N 0 T E D. ALL OL455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2 -UNIT BUILDINGS, AND 2012 I BG E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 1 S FOR 3 -UNIT BUILDINGS; WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EaUAL WOOD FRAME W/ F. GLASS WITHIN IS" of THE FLOOR. ARCHITECTS METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED CLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. .3 O BENCHMARK R O A D 3. PERFORMANCE VALUES: U VALUE =2 5HCG =.20 5. VERIFY ALL OPERATIONS OF WINDOWS AND W W WINDOW BRAND TYPE VV 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. SUITE 207 A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. WOGD - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.5.1 OF THE 2012 BOX 0 0 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND AVON, C 0 81620 CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REaU I RED AT: A. STORM DOORS 9 1 0. 9 4 9. 5 2 0 0 B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS vmda @vmda.com 41.1111 2 4._11.. 2 FAX 949.5205 NEW WINDOW NEW WINDOW 3' -Q 3/4" T 2' -1 1/2" WOOD - -o f 0 cr m cn I' -q II Le Iq.I.L 4' -511 i — — — — — — — — — — — 7 — — — — — — — — — — ---- 2 2 m r Iq.I.N I�i.I.M �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 WOGD WOGD T o r Reviewed for Code Compliance V I Code: 2012 International Residential Code (IRC) UNIT# DOOR# UNIT# WINDOW# ON TOWN OF VAIL' By J Mondragon at 1:32 pm, Jul 09, 2013 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL/A7.1 VARIES PER LOCATION WINDOW Y `t I N D 0 Y `t 0 E N A L N 0 T E D. ALL OL455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2 -UNIT BUILDINGS, AND 2012 I BG E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 1 S FOR 3 -UNIT BUILDINGS; WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EaUAL WOOD FRAME W/ F. GLASS WITHIN IS" of THE FLOOR. ARCHITECTS METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED CLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. .3 O BENCHMARK R O A D 3. PERFORMANCE VALUES: U VALUE =2 5HCG =.20 5. VERIFY ALL OPERATIONS OF WINDOWS AND W W WINDOW BRAND TYPE VV 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. SUITE 207 A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. WOGD - WINDOW OPENING CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.5.1 OF THE 2012 BOX 0 0 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND AVON, C 0 81620 CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REaU I RED AT: A. STORM DOORS 9 1 0. 9 4 9. 5 2 0 0 B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS vmda @vmda.com 41.1111 2 4._11.. 2 FAX 949.5205 NEW WINDOW NEW WINDOW 3' -Q 3/4" T 2' -1 1/2" WOOD - -o f 0 cr m cn I' -q II Le Iq.I.L 4' -511 i — — — — — — — — — — — 7 — — — — — — — — — — ---- 2 2 m r Iq.I.N I�i.I.M �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 �JI I �9 /All N '1 UNITa1q WINDOW S DOOR ELEVATIONS 50ALE: 1 / 2" = 1' -oil 00 0 Vow Z W 00 OVOD 00 Q00 �■ J Q < 0 zoo w z �- 0 Mgt C) Q 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 3/8/2013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 P: \9020 - Potato Patch Club Unit 4 \CAD \SO - O.dwg, 4/29/2013 8:11:16 AM D to 4 00 co D �C n - = m o v 0 m GI M a C" o T n W D o n W co W D n0 m m p n W D � O � z D m C:) M m n r G) r- > Q E �C, a� d wwo �z0- 410 m p A Z ■ O z F H n n F� �� I-I D z Z m 3 m C:) C W z fzl � z -n1 z U) n ul M z T o z V) W N F•+ W 0 D D m n Ln E D m m m n D D W W z ,-I n O n 0 Lp v D Lp n T D N, n H 0 T T n F-I m H T M r T F" r O W 0 -i H r Z D� r O 0 X O � 0 O Z G) r G) r m H T O � H O r Z � T x Z x W r V) D O r x O r r D Z T r O O O x D Fi C Z In -i H Z z O VI n n z x H T H n W m H H r H T H Ln r v r H< r Z H H H T n n m W `• m W 0 n H W H W T n r H Z TI W W T V r T m r W D TI In 0 W D O 0 0 O O O 3 T 3 T D D O z H z T G1 D W N -G C D Z W W O D -i O D D r z Z W Z Z W T G) H T H W n z G) O G) H D V) m v Z n H C co r 0 co n H 0 n H n r V) V) n n n n p W Z Z M p H n V) W V) m H H z H 3 m Vl p H Vl D Z m-< H m H 0 -I D H -1 O T W W T D T -i A T T H N Vl Z W T G1 m I N n 0 T O T r r H O z H v 0 0 Z J 3 m m 3 W 0 0 r p Z x co m D n m H H rpmM --qr) H H W W r m n n z D W V) Z D Z W D M H H m D m W M O O C H z O O H D z v m r HTI O to O O M G) n W ll'I z m m z W n n W O H m Q z C m Z I -i p V) m H Z m V) 3 3 V) 3 Z V) H m V) r- H --i V1 a% H D H H 7c 7c r X H Z T D '1 n Z 3 0 v Vl O O O v v H H x co H X x m H v v m z Z to p z Z W Q T O r r v m O v 0 O D D D z H D m n D Jv 0 V Gl r U) HO D TD m )nD T T W z --1 -0 r- --i Hnn W H=rD Drin r C C W D m n D H n v v x -n z W r -I -I D O x n v H G) H W D H x -1 -I m 3 r W H< r O rn D W W O to X vi D v m m D O G) 7c r T H m m D T v O H z 0 z z T T T C D H vi D H n T T H H n x r r W V) O p W r W M n r r z W Z W D W Z G) < V) G) W 0 0 H 3 v 00 Z H W r D T 00 m 3 T D r X r n D n Z z z r n C n H V T V) H L/) E O v T G) T H T z 3 n y r z 0 O z N N m V n n < m O O -i T 0 T H TI V) H H -i co O W (0 O H co 0 T H D H 0 H r G) x 0 0 0 2 m W W V) Z T O O W D T C V) O D co TI 0< m C Z D T z zC)H m Q n Dmm D z D-< M r Dn p n Z' z m n < m r- D HD V H D O V) H Oo m TI m G) m n r r 0 Z n O 0 -I 0 < m W r D 3 I O D v W H W D Z H O v i p V W %D 7z A D W T r Z W C W W n H In H O T H Z H H In v n M r W In r r C H m V) r 2 D m m ul m y 00 r H< V) H J D O z G) m H H H O W to F H D p r T to H W O v W r D 0 Z m Z H W W O 0 r D M G) D T H H W n o \° H r = m D H O D z z W in c z Vn x T Vl w 00 z z in r m m \\ n z z 0 7; F-I n H Z T O r D O H H O H G) O 0 3 H Z D H G) O Z \ C m O H r n D H m H 2 E 3 r n w TI In H r r n to r H G) z n A z r 0 H co O co 3 T W to V) 3 m m H D 3 3 `• m m V 0 O to H v H T m H V) 2 Z r D W m 41 W T H x m< V) D m T X W V) r T H 0 r V) Z W n W D O ^ D V) Q -i I H r H In � n 2 V7 W - 2 D H W< Z n H r Z Z D O O H V) T m T n r M W V) Z H (1) C r Z V) T T D m m n T r H< H D O T N 0 H v 0 E H Z G) Z Z (A H T X H W H W n V) In 3 < m CJ H r O < W X to T 3 v Z r U) W G) ut Vt W v x z D W W T 2 � n1 T D 3 T Z O D v O 0 C W m In -i x T H m C W D O O (3) C T m z z l0 H D D O v v H O co 0 -n H In T n 3 0 T X x 0 D z 0 W F" z Vt -i 1-a v z D 3 H H n O T H u v) v) X rr T < H rr Z O CO— < H H T T Z H T T 00 n m m VI to Gl H v H r x H p O P. 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Z N \ I r n H v T D T O � co 3 n n p V r r C M W H rn r 0 to n m 0 (O TI D m O D 0 to H W H D ut Z D i-- m co D r C T r 00 H 3 H - C O z n H H r z n H r • T V1 r O V) Z H H W 0 2 Z \ W m V1 -i Z V) FA H--I -n 3 r G) -I 2 T m V p V) H = H O Z V) v O V) O m Q m 0 m N T 3 LA Vi W � 3 0 O W 3 H D v In In In In n m M D V1 D H O v D 2 In m r T 3 H H z W T W n 0 O A Z (A Z TI O m W m V) H n V) X G) T n In H p -i TI n m m z H --A to H � D D to H D In N -I 3 z H O x r to r O -i r -i H z M Z H x D H D H O m C D r D to 4 00 co D �C n - = m o v 0 m GI M a C" o T Z G1 N o ° a m C- °J co W Z M U) D E T • n o m � O � z D v O C:) M m n r G) r- > Q E �C, a� d wwo �z0- 410 m p A Z ■ O z F ONOC (p N J N I••= n n F� �� I-I D z -n m m 3 m C:) W W z fzl � m O -n1 z U) ul M z T o C N ry w N 0 D (z1 VV)i 2 •z-I 2 G) n W I O D 1 (1) W D Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOW �F VAIi By J Mondragon at 1:32 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 to 4 00 co D n n co N J O r 41 -� a C" o T � Z G1 F Z T n n W T D E T • n X v m � O � z D v O H M m n r G) r- > Q E �C, a� d wwo �z0- 410 m p A H V z F ONOC (p N J N I••= n n F� �� I-I D z -n m m 3 W W z fzl � m O -n1 z W ul M z T � H C N ry w N W D (z1 VV)i 2 •z-I 2 G) n m m 0 n co D r 3minED n r D W x ut O W x r W O m Ln r D H H Z D H H O r H p x x r -i z< F -1 D D r W V) r 0 H m r 2 H V) r D W In n N x Z r V) H G) W m r T H < r- In C r Z H D m H H H r H r H Z m C --i H co H to 3 3 v to " r to T D C V) T r m p r W W H N r F' V) H co H H n V) H H n n V) H V) H H H m Z H C D m • z H H H < D H N m n N O V) v x C z z O� x z O Gl W T O D n A n z H 3 -< 00 r O 7c D r Z n V) W f m H C p2 W D T T H N Vl Z W T G1 0 N H G) O Z v v v O O 0 H p V) r p G 1 X W 0 3 V) V) W H D r rpmM --qr) V) T Or m W D � p M v n v H m TT M n 6 v Ln n 6 v n v Ln HTI n W Z r Im-Ilnlnnln3 H Z --1 Ln m W E V) Vln70 n n H n o Ln • co -i Q C V O T O H n n ;V --i -i H C Ln H V) D H H x Z X H Z T D '1 D D H Vl p T W Z C H W W r H H r Z H H C C W Z V) 3 H H n T O v V) Z O H H D r r in to H v W r D m M T n Z x Z Z r Vl Z r n r G) H H n W C V) m H T T W Z O T 0 Z Vl m Z < v H T r r C 3 to < F' H 3<z 0 H F m D r n D H n v v v W n D m p W D O O O� D n v V n G1 3 in n 3 G1 n p m z p Z- to D v m m In D m m C x • X r co W O H O O m r m m O z D v r z n Z Z H r H m H H O n D m C O m -n H O m m r In In m Z n1 W r p W r W M n r n z W Z W D W H Z V W W r H O V) V) O C n H m W r r X W z D D n W n O z z 0 C n H V 3 m H 0 H m O n m H H n H m m H m z 0 - z m W H z O < D v m V n n < m 7c O 00 p m T H TI V) H D T H Z V) D z v z Z W n D H O In O O H x v G) T co `• • Z D H m W W V) T O H H m D W z z H D m-< H Z Q O H z M v n m H m to m 0 W z p 3 Q n W z z D z D-< M r O p n to D to Gl O O D n W m r 3 H O z D W z n H Z G) -1 T ut G) m TI m G) m n r r 0 Z n O 0 -I 0 H W H z W C H m m -1 H O n Z H O n z 3 I O D v W W D D Z H O V) L/) H -I C Z T Z In T V1 m Vt n C H W C W W n H In H O H D H = 3 T T Q 3 V1 x H 0 v n p C 0 H r v E v T H W H x H C T n C H V) Z r 7C H < W 3 x n n1 Z co 2 H W H r m O m H H H O W O D p 41 4�h T W W T T H C W O v W r D 0 Z m Z H W W O 0 r D M G) n -i Z D V) < --i --i m H H z W n D T n T H O T 7; 0 D m x In G) W H D z G) z T Vl M E W m E V) W V) r T \\ V) W Z n v 0 7; F-I n H Z T H In H W Vl C T X Z Vl G) O Z 0 •• H r n D H E H H V) N N M H D W O T Z H n 0 0 V) O H Z H v n z n 2 W x co O co 3 T W T m m D V) rt n T 3 m W V) -< Z n Z N H C V1 H W Q G) Z T O r x Z m V) V) m m H V D m < D m< V) D m 0 m -1 D H -I p �O O X W H H H O D V1 V) V) H r M W V1 H Z C V) Z r D D co > V) v v H n H H W< r m T W W H H m O m O E p O H D p C r x 0 r r r m n m D O H W O v Z m O r H< H m In n H O x D C H H r W W W V) Z z W W -n H H < W H O O O M r T v O m m m H Z r to V) n n D H z H W n r m 2 m Z< 3 p T H G) D H -o H H Z v v O W D H n W V) n H H H r< W W H H H O H V H m m W l0 H D D O W m 3 C 0 n m O m p m m r H m 3 H v V) r O O H H H x Z Z W m H m Z H D 3 H H Z x m 0 H ut m C Z H 7z m < W N C N n Z z p n W v rn p g D `G N< n W V1 r H v H r 3 Gl x D x 0 G1 m H T z m 0 0 Z m z z Z G1 W H Gl H m to D z -< (D co T n m H T V) H H Z 07 y T4, T z D m Z W T W m M v W m Z m W V) D•• n Vl O 0 z Z Z O V) `• r D C H W O H D V) W `• N T p H co D D p In 00 Z H O T H r m 0 In Z T Vl T D H D r H Z In D Z v Z H � H r Oo l0 Oo D r n Ut D T< r T N V) TI Z n H O Ut 0 D O v D T D T Z p r H v H v . V D W D N n H Z r V) 0 C V) m 0 O H m Z p O Z" co T H p Z m m m D W> 3 D 0 T z -i V) H f0 O T H D < H . m TI -i TI W v r O 0 v -I W H Z O 3 C Gl r W r Vl 3 z Z H m O x 0 3 m H D C r In H v T D -i O T W D m H T W 2 V) H V) Z W H r V) D D H H 3 1'I m co A H m T z m n 3 D r W D r 0 O v x T W H C W `• O O n z n x O v • . D H m m m D O n v n r m H n -I 0 Z D H r 0 Z W n W x V) Z < m m p G) H W D 0 W � p r V) O O m m W to 0 0 C H r r O m Vl z H z z O O z D 3 V) m m m m 3 x W m n H r H 0 W W z G z C z D H z to H r Z W 0 0 0 m H O F' < z m m p H H O p H m p O 0 x H r n< O co G1 W In D H m H O X m X O H T V) H Z W T H Z H V T H O Z W H O W x Z T T D H H C I 3 W p 3 -n C:1 H n X v W 2 I O m� D H 3 Z -i H p H Z D 2 3 O Z W 0 p H H D O D n M W V H v 0 v p m m H T n W M H TI W v m Z O V C n H H W 3 -0 n D v In y W T Gl M v- Z T C D C Z T T M W r H v z D W 41 z z 3 H m H Z H H V) O co In m m r W D r r D p Z H 0 p 0 p Z T H G1 V) C W< O H H T - T C N n H G) In W Z v n D p� p n m -i V) r- n r 0 Z CO 0 D W l0 F" Z W a D H n n M H H W H H W D O m y S H m Gl O O z m D H H W O M H O r H D m CJ H D m m -P 00 m u, m H g S O X O V) 7c O T n - co C V1 O Z 0 m x m (0 H W 3 0 W r D x W W W Z T p z CJ W m CJ CJ CJ m CJ CJ CJ m CJ In C W v m W H Z n W C-- Z 3 0 W Vl p r W C V1 H v W T r T F-+ m< Vl M G) 00 In m p p W W r C v C D D H m m N r m O TI In D V) N Z H m FA H H T H H D n m W V V) v D v D m H m 77 2 3 v H r n W v n 00 0o n T O O r W n H H 2 W H O N m 0 -i Z D p W l0 J C to m m v z O m -i r v -I n Ut W \ T T V) W T n C 70 H W n D O T V) m r H m D W Z H H Q n W T X Z T v v v v O W 0 O T O H D v V Z z 3 V) 2 T T 3 n H H V) n W v O W D H n O V) T O to V) In to C W 0 3 H H W TI v Z H T O H v H 0 r In v n 0 T T< n O H N v v v 0 = G1 T T T T T O O -I O V) z V) Z H W C 0 n in T V) n `• p D In In In n In In z H T O W z x p Z n T C p H Z H n n Ln n G1 x in O z 0 0 W H W- O p r n n H H to O H H O • V M D O m r 3 0 O n W S H p O 0 C H H v 0 m< C D D Z m H m H m H D x D W Z V) C co Z T m H Z H H 3 0 VI v m H r H V V) r H H v n V) Z H H x r m 0 m 0 V) N to r O H H x M -- 3 n n p V r r C M W H n r 0 C C m 0 (O TI m H m H O H H D ut Z D i-- In H In In V) H r W W In G) r r Z H H - C O Z H H Z m n 3 r H r H V) M Z H H W 0 2 Z z m T H Z C Z Z V) FA H--I -n x N to x to V p V) H = H O Z V) v O V) O m Q m 0 m V) H v W x n LA Vi D 3 Z Vl --i W v v O W 3 H O T v In In In In n m r V1 D H O v D 2 In m T 3 H H z W T W n 0 O 0 Z (A Z TI O m W m V) H n V) X G) T n Z H Z H p -i TI n m m z H --A to H � D D to H D In N -I 3 z H x r to r O -i r -i H Z H x D H D H O m C D r W H W O O N O r 0 � Z 3 3 O C Z D m v r z T v v C z n V) H Q H D T r r V1 T D D z 0 T O r W r p ut z 0 T V) Ln Vt I Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOW �F VAIi By J Mondragon at 1:32 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 to 4 00 co D n n co D G) J O r 41 -� a C" o T � Z G1 CD Z T n n W T D E T r n X v m � O � z D v O H m z n r G) r- > Q E �C, a� d wwo �z0- 410 m p A H V z F ONOC (p N J N I••= n n F� �� I-I D D H -n m m 3 W W z fzl � m O -n1 z W ul D O z T � H C N ry w N rr --i -n (z1 VV)i A •z-I 2 r z n x 0 D N n 3minED n r D W x ut O W x r W O v Ln r H H Z D H H O r H p x x r -i z< z D r W V) r 0 H m r 2 H V) r D W z� n D W x Z r V) H G) W m r T H V) TI In C r Z H D m H H H r H r H Z m C m p n H r n W M� C D m D co H to 3 3 v to " r to T D C V) T r W 0 p r W H H p M r D m H r x to D 2 H m D 0 H In W H H D H r co H z v z D r H H m H C D m -o H H z H H H < D H N m n N O V) W V) H D C W m Gl W D O O D n A n Z Z D T 3 z W r n 7c D r Z n V) W f m H C p2 W D p m H p H G1 3 T G) T v W LI) O C Z Vl p V) r p G 1 X W 0 3 V) V) W H D r H H V) T Or m W D � Z z D n H M v n v H m T W W p C= D M D m n m H p 3 T H r- > W Z r D H Z D H n G) x 3 0o r H n D W T co r m r C V m C O D O Z Z H O W m m x V O W H D z n H W V p 2 W D W C H W W r H T C D . • O z r n n v O m r H in to H v W r D O M T C Z x Z Z r Vl Z D 3 FA O p H O D V) r 7C u D < v H T r r D r m v D p H H 3 Z N H Ut G) n p W W H D V) Z H m D O m m r H Z M C m z p Z- T r H G1 D m z W co W m< V W Z I O V O co 0 p 0 0 O H H D r Z N 0 x z D r n N r Z 3 D H r m T O 0 m H O H H C C co N O H H m H D r m H r H r m C W O Q O Vt n r z W O r z x W z n m Dmm m 3 V) D to x to W E -- O n z p m H x O x x H 0 -o M m H p r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOW �F VAIi By J Mondragon at 1:32 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 4 M M J i' r 41 -� a C" o C) � G1 CD m T 0 n W (D D E T 0 n co D V1 Q E �C, a� d wwo �z0- 410 H _� -P. 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V D W D N n H Z Z H H n r Vl r - V C H H Z p O Z" co T H p Z m m m D W> 3 D W M 3 H Vl 3 Z H • H r 2 H . D T n) H p D O 0 O W Z T H C Gl r W r Vl 3 z Z H m O x 3 N Ut 2 H H D C C Z C T n m O W H H W H r V) D D H H 3 1'I m co A H m T z m n v co p x O W `• Z H n H O m H u, H z D r O m m m m D O n v n r m W Z Z Ut 3 Z x O n p T J O p w ;V z m W � p W O< m p W D O O m m W to 0 0 C H r O D m z D D m N rn H D x W W ao p m W n 0 W W z G z C z D H z to H to H r D m m m p m D � H In H n m p H H p O O p G1 W In D H m H O X m X O H T " H V) H H n O H Vl T H n T Z H N n r I 3 W p 3 -n C:1 H n X v W 2 I O m� D H 3 Z -i H p H Z D 2 3 O Z W 0 p Z G1 W D v 0 v p TI W T m m m -I 2 O `• T V) p T W C n H D D W 3 -0 n D v In y W T Gl M v- Z T C D C Z T T H v a-0-0- Vl . H H Z W 3 p D H v m m r W D W r D p Z H 0 p 0 p Z T H G1 N n H m H T V -{ p� p H 0 O T D Z r- n r O W D D -I II II II Z W a D O D V Z m y £ 0 T n D v u p H m D m O r r H H D x Z z n H u, m H g C H O C 3 D v V1 O Z 0 V1 H Z D W r T p D n C 3 m `• v H O O H D Z v In C W v m z x p r < G W T Z M = 0 Z C m p p W W r C v C D D H m m N r co n W W m FA Z p m W r 3 D m H m 77 2 3 v H r n W v n 00 0o n T O O r W n H H 2 W H O N m 0 -i Z D p W l0 J C to m m D H co W \ r p p D m Ut 70 H W n D O T T D m 0 D D W Z H H Q W T X Z T V) m m m H H Z V Z z x p r r r Z m £ H n H H V) n W r) r n T T M V) T O a% Z n C H T C D r H O H T H x D p n D n 0 W n N v v v Z = G1 T Z G1 Ut 3 Z LA H O O 3 Z T H D r W in D O H _ In In In D O W z x p Z n T C p H Z H n n Z O v H H H r n H H O • V M D O m r 3 0 O n W S H p O 0 W O 0 H m H v Z m V) C co Z T m H Z H H z n H p C1 H r E co M x > M D m to < D r u to r O H H x x M H D x m r D W W O D H C C m 0 W H m H O H H D ut r r V) D m r r < H D Z H H Z m n 3 r H r m m to z to C x to x to V p O m H n LA Vi D C r V1 r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOW �F VAIi By J Mondragon at 1:32 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 4 M M i' r 41 -� a C" o C) tp CD (D y� �> o m , E �C, a� d wwo �z0- 410 _� -P. 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