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B13-0084 Plans APPROVED
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X SECTION OUT SYMBOL XX.X o" ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XXX 4 C Q REVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT l I OWINDOW REFERENCE 5 °x7° WINDOW / DOOR 51ZE ODOOR REFERENCE T >0< WALL TYPE REFERENCE 12 6 or 6:12 ROOF PITCH SYMBOL TYP. 14 WELD SYMBOL DRAINAGE FLOW DE51ONATION XX ELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LE\/EL FLOOR LEVEL EXTERIOR REMODEL POTATO PATCH CLUB, U N 95o RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV EARTH LB 5HEATHING AFF ABOVE FINISHED FLOOR LT (PLYWOOD 105B) AFO GRAVEL / DRAINAGE LTL WOOD- FIN15H a CONCRETE LVR WOOD -ROUGH ACT 5TUGG0 / EIF5 or MH WOOD - BLOCKING ADJ QYFSUM WALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ROOF (SHAKE �IASPHALT) MATL AL RIGID INSULATION ® ROOF APPROX APPROXIMATELY MEGH CERAMIC / SLATE) ADA MA50NRY MG STONE VENEER (DRY A /C AIR CONDITIONING MMB STACK) ARCH STEEL/ METAL 0 o O STONE VENEER (GROUTED) BSMT METAL DECKING @ HEAVY TIMBER BRG METAL STUDS ® or ® ENGINEERED WOOD BF& BELOW FINISHED GRADE MM GLAZING / MIRROR X SECTION OUT SYMBOL XX.X o" ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XXX 4 C Q REVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT l I OWINDOW REFERENCE 5 °x7° WINDOW / DOOR 51ZE ODOOR REFERENCE T >0< WALL TYPE REFERENCE 12 6 or 6:12 ROOF PITCH SYMBOL TYP. 14 WELD SYMBOL DRAINAGE FLOW DE51ONATION XX ELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LE\/EL FLOOR LEVEL EXTERIOR REMODEL POTATO PATCH CLUB, U N 95o RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFO ABOVE FINISHED GRADE LTL LINTEL AP ACCESS PANEL LVR LOUVER ACT ACOUSTICAL GEILINO TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING MATL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY MEGH MECHANICAL ADA AMERICAN DISABILITY ACT MG MEDICINE CABINET A /C AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL BSMT BASEMENT M METER BRG BEARING MW MICROWAVE BF& BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM SIT BITUMINOUS MIR MIRROR BLK BLOCK M150 MISCELLANEOUS BLK& BLOCKING MR MOISTURE RESISTANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH CPT CARPET NIC NOT IN CONTRACT 05MT CASEMENT NT5 NOT TO SCALE GIP CAST IN PLACE O.G. ON CENTER GLG GEILIN& OPG OPENING GTR CENTER OFF OPPOSITE GT CERAMIC TILE OPH OPPOSITE HAND CLR CLEARANCE 055 ORIENTED STRAND BOARD GOL COLUMN OD OUTSIDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MASONRY UNIT (P) PAINT G CONDUIT PR PAIR GON5T CONSTRUCTION PKN6 PARKING GONT CONTINUOUS FVMT PAVEMENT OJT CONTROL JOINT PEP PEDESTAL GPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRESSURE TREATED DIM DIMEN51ON P5F POUNDS PER SQUARE FOOT DW P15H WASHER P5I POUNDS PER SQUARE INCH DR DOOR PC PRE -CAST PROP PROPERTY DWG DRAWING QT QUARRY TILE OF DRINKING FOUNTAIN RGPT RECEPTACLE E EAST REFER ELEC ELECTRICAL EF REF REFERENN CE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RE5 RE51LIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EX6 EXISTING R R15ER EXP EXPANSION R45 ROD AND SHELF E XT EXTERIOR RD ROOF DRAIN R ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FIN15H RO ROUGH OPENING FOM FACE OF MASONRY R/5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY SEWER FIN FL FINISH FLOOR ELEVATION (5) SEALANT FE FIRE EXTINC05HER 5HT SHEET FOG FIRE DEPARTMENT CONNECTION 5HT67 5HEATHING FHG FIRE H05E CONNECTION 5M SHEET METAL FEG FIRE EXTINGUI5HER CABINET 51M 51MILAR FFL FIREPLACE 5PM 51NOLE PLY MEMBRANE FF FIREFROOFINO 50 SOLID GORE FL& FLA5HINO 5 SOUTH FLR FLOOR SPEC SPECIFICATIONS SQ. FT. SQUARE FEET FD FLOOR DRAIN 5.5TL 5TAINLE55 STEEL FTO FOOTING 5TD D STANDARD FND FOUNDATION PPING FBO FURNISHED BY OTHERS 5TL STEEL FUR FURRING SO STORM DRAIN / SMOKE &A GAGE, GAUGE DETECTOR &ALV GALVANIZED 5TR STRINGER &D GARBAGE DISPOSAL 5TRUG STRUCTURAL &C GENERAL CONTRACTOR 5W 5WITGH OLAM 6LULAM LAMINATED BEAM 5YM SYMMETRICAL GL 6LA55, GLAZING TEL TELEPHONE GB GRAB BAR TV TELEVISION OND &ROUND THK THICKNESS THR THRESHOLD OWB GYPSUM WALL BOARD TBD TO BE DETERMINED H&R HANGER T$O TONGUE AND GROOVE HDW HARDWARE T05 TOP OF SLAB HDR HEADER T5L TOP OF STEEL HT 67 HEATING TOW TOP OF WALL HVAG HEATIN6NENTILATIN6/ AIR TB TOWEL BAR CONDITIONING TR TRANSOM HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UC UNDERGROUND INGL INCLUDED UL UNDERWRITERS LABRATORIE5 ID IN51DE DIAMETER UNO UNLE55 NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR VB VAPOR BARRIER IBO INSTALLED BY OWNER VERIFY INS INSULATED V� INT INTERIOR VERT VERTICAL JT JOINT VGT VINYL COMPOSITION TILE J5T J015T V VOLTS jr, JANITOR'S CLOSET W/D WASHER/ DRYER KIT KITCHEN WG WATER OL05ET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC LAV LAVATORY W WIDTH / WATTS / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW WITH NO WITHOUT WD WOOD WP WATERPROOF / WEATHERPROOF CXp�E;Z4� I SEQU ROJENTSMANUAL FOR ADDITIONAL 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE $ 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 50HEDULE AS WELL AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND /OR COMMENCEMENT OF WORK. 01. DO NOT SCALE 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 EXI5TIN6 FIELD CONDITIONS $ 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- GONGRETE UNLESS NOTED OTHERWI5E. CR055- 5EGTION $ VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLE55 NOTED OTHERWI5E. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR $ CEILING CAVITIES FOR MISCELLANEOUS INSTALLATIONS NECE55ARY FOR SUPPORT, BLOCKING OR MANUFAGTURER/IN5TALLATION INSTRUCTION WHETHER SHOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. O6. IN THE EVENT THAT ADDITIONAL DETAILS OR 6UIDANGE 15 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THI5 PROJECT, HE SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT /OWNER/TENANT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 01. GENERAL CONTRACTOR SHALL BE RE5PON51BLE 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 OOVERNINO THI5 PROJECT. 08. GENERAL CONTRACTOR $ SUBCONTRACTORS SHALL FIELD COORDINATE $ OBTAIN APPROVAL FROM THE ARCHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY GA5T- IN -PLAGE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. Oa. ALL NEW $ REMODEL (WHETHER ENGINEERED OR DESIGN- BUILD) ELECTRICAL, PLUMBING $ FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE s 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. II. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR 4 HI5 SUBCONTRACTORS, VENDORS $ WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED 5TANDARD5 OF THE INDUSTRY. 12. GENERAL CONTRACTOR 4 ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / INTERIOR DESIGNERS, STRUCTURAL, ELECTRICAL, PLUMBING 4 ANY /ALL OTHER SPECIALTY GON5ULTANT/EN&INEER DRAWIN65 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 5PEGIFIGATION5 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 CLOSE -OUT, THE CONTRACTOR SHALL FURNI5H TO THE OWNER ALL WRITTEN $ GRAPHIC MATERIALS FOR ANY $ ALL EQUIPMENT, APPLIANCES, HARDWARE 4 SYSTEMS INCLUDING, WARRANTIES, INSTRUCTION MANUALS, INSTALLERS $ MANUFACTURERS NAME 4 ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES 4 APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR FURTHER WARRANTS AGAINST 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 $ CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARCHITECT +GONTRAGTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'5. THREE CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'5 ONCE WRITTEN RFI'5 ARE RECEIVED. 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ ARCHITECT +CONTRACTOR) TO OWNER/ARCHITECT AS PRE50RIBED HEREIN. CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROPOSED SUBMITTAL LOG WITH ALL DATES NOTED. ARCHITECT SHALL REVIEW $ REPLY TO EACH SUBMITTAL WITHIN 7 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON- GONFORMANGE, ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ALTERNATELY IF ALL THE ITEMS 5PEGIFIED MATERIALS L15TED HEREIN ARE BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS LI5T AND PURCHASE LI5T DEMON5TRATIN6 THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF SUBMITTALS. 16. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED PROTECTED TO A55URE A WEATHER- RE515TANT EXTERIOR ENVELOPE ASSEMBLY. SEE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS THE FOLLOWING 15 A SUMMARY OF ITEMS SPECIFIED, REFER TO ATTACHED MANUFACTURERS SPECIFICATIONS AND MANUFACTURES LITERATURE FOR ADDITIONAL INFORMATION. ENSURE THAT WALL SUBSTRATE 15 FLAT AND FREE OF DAMAGE AND FOREIGN DEBRIS BEFORE BUILDING WRAP 15 APPLIED. SECURE BUILDING WRAP WITH NON- GORRO51 VE 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 FASTENERS ARE PROPERLY DRIVEN; OVER AND /OR UNDER - DRIVEN FASTENERS MAY CAUSE PULLIN& AROUND THE FASTENER AND DAMAGE TO THE BUILDING WRAP MATERIAL. JOINT TREATMENT: SHEATHING, TAPE SHOULD BE APPLIED AT THE JOINTS OF BUILDING,. FOR INTEGRATION WITH OPENIN65 AND FLA5HINC MATERIALS, BUILDING WRAF SHOULD CONFORM TO INDUSTRY STANDARDS INCLUDING A5T M E2112 -01 AND AAMA 111 -05. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) T 3&14 TOWN OF UAIL By J Mondragon at 1:39 pm, Apr 17, 2013 TYVEK 5HEATHING TAPE jEN5URE THAT THE WALL 5U55TRATE 15 FLAT AND FREE OF DUST OR MOISTURE BEFORE TYVEK 5HEATHING TAPE 15 APPLIED. TYVEK 5HEATHING TAPE HAS EXCELLENT GOLD WEATHER APHE51ON AND MAY BE APPLIED DOWN TO 101/8 F (121/8 C). APPLY TYVEK SHEATHING TAPE U51N6 FIRM, UNIFORM PRESSURE. ;TYVEK 5HEATHING MUST BE COVERED WITHIN 10 DAYS OF INITIAL APPLICATION. GRACE VYGOR PLUS BUTYL SELF - ADHERED FLASHING HTTP: / /WWW.NA.ORAGEGON5TRUGTION.GOM ;APPLY IN FAIR WEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 4011/eF (4140) OR HIGHER. APPLY DIRECTLY TO SUBSTRATE. COMPATIBLE SUBSTRATES INCLUDE WOOD, PLYWOOD, ORIENTED STRAND BOARD, EXTERIOR GYPSUM, METAL, CONCRETE AND MASONRY. INSTALL &RAGE VYGOR BUTYL WITH WEATHER- RE515TIVE BARRIERS TO FORM WATER- 5HEDDING LAPS. REFER TO TECHNICAL LETTER I, CHEMICAL COMPATIBILITY WITH OTHER BUILDING MATERIALS AND SEALANTS, FOR LI5T OF COMPATIBLE WEATHER - RESISTIVE BARRIERS. GUT 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. 51DINO AND TRIM FA5TENER5 NON- GORRO51VE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR 50REW5 SPECIALLY DE51ONED FOR WOOD 51DINO ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INCLUDE STRUCTURAL 5HEATHING THICKNESS. MINIMUM 15 7116" 05B OR 1/2" PLYWOOD. IF U51NO 50REW5, A MINIMUM OF 5/4" MUST PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL SIDING OVER QUESTIONABLE WALL CONSTRUCTION. PLACE THE FASTENER I" (NOMINAL) FROM THE TOP OF THE PANEL AND NO CLOSER THAN 318" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. STUCCO 3 GOAT GEMENTIOU5 STUCCO SYSTEM, 20 GAGE STUCCO NETTING 4 LATH, REINFORCED CEMENT BASE GOAT W/ CRACK ISOLATION MESH FAINTED W12 GOATS OF ELASTOMERIG PAINT. PROVIDE 'AMIGO' WEEP 50REED AT ALL STUCCO BASES INCLUDING OVERHANG5. PROVIDE STUCCO CONTROL JOINTS AT A MINIMUM OF 144 50.FT. PROVIDE SUBMITTAL 5HOWIN& CONTROL JOINTS FOR APPROVAL BY ARCHITECT. PAINT: PAINT PRIMER AND STAINS FOR SIDING, TRIM, SOFFITS AND STUCCO SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS 5PEGIFIGATION5. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXISTING FASCIA $ SOFFIT: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 CROMWELL GRAY 51DINO: BENJAMIN MOORE, AURA LINE, HG -103 CROMWELL GRAY WINDOWS: FELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIC ELA5TOMERIC FAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HO-15,5A6 HARBOR CRAY WINDOW $ DOOR TRIM: BENJAMIN MOOR HG -105 GROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'5 BREATH GARAGE DOOR: BENJAMIN MOORE HG -105 GROMWELL GRAY, ARBORGOAT, 5EMITRAN5PARENT STAIN DECKING: TREX ACCENTS, COLOR SHALL BE WINCHESTER GRAY RAILING PANELS: BENJAMIN MOORE HG -103 CROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN GUARDRAIL GAP: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH STONE GAP: COLORADO BUFF STONE VENEER: TELLURIDE STONE, 5A6EBRU5H PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER TI.I TITLE SHEET A51 BU I LD I N5 LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO.1 FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN A1.0 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 A6.5 GUARDRAIL $ EXTERIOR WALL DETAILS A6.4 FLASHING � WALL DETAILS A7.1 WINDOW DETAILS A1.2 WINDOW $ DOOR DETAILS A -7.3 UNIT -15 WINDOW $ DOOR ELEVATIONS A1.4 UNIT -14 WINDOW $ DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAMING POTATO PATCH CLUB HOME OWNERS ASSOCIATION C10 MGNEIL PROPERTY MANAGEMENT 20-7-7 N FRONTAGE RD H #300 PAIL, CO 81651 PHONE: 1 -70.4 -7x.604-7 JEFF HANES, POTATO PATCH CLUB BOARD PRESIDENT OAC MANAGEMENT, INCORPORATE P.O. BOX 23aa EDHARD5, GO 81632 ERIK PETERSON, PRESIDENT ER I KPERTER50N@ OACM I NC.COM PHONE: I70.3Q0.0163 MATT LEW15, COAP, AC PROJECT ENGINEER MATTLEHI5@OACMING.COM PHONE: -720.323.2441 VICTOR MARK DONALDSON ARCHITECTS P.O. BOX 5500 AVON, COLORADO 81620 PHONE: I70.14a.5200 CHRIS JUERGENS, PRINCIPAL E -MAIL: CHRISJ ®VMDA.COM MARK DONALDSON, PRINCIPAL E -MAIL: MARKD@\ /MDA.COM MONROE $ NEWELL ENGINEERS, INC P.O. BOX 1511 AVON, 00 ,51620 PHONE: 1 -70.14a. -7-768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE@MONROE- NEHELL.COM ALPINE ENGINEERING, INC P.O. BOX a1 EDWARDS, CO 81632 PHONE: 1-1-70.a26.33 -73 GLENN PALMER E -MAIL: PALMER ©ALPINECIVIL.COM BC � E 1 520 HEST CANAL COURT, SUITE 240 L I TTLETON, GO 80120 PHONE: 303.350.1000 LINDA MCGOHAN, PRINCIPAL E -MAIL: LINDA @BUILDING- G -E.COM Approved by the Design Review Board TO By Warren Campbell at 7 :39 am, Apr 19, 2013 RECEIVED By David Rhoades at 11 :32 am, Apr 08, 2013 PROJECT EXTERIOR REMODEL OF AN EXISTING TWO UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD SIDING, STUCCO REPLACEMENT, REMOVAL AND REPLACEMENT OF DECKING, DECK FRAMING, GUARDRAILS AND STEPS, WINDOW AND DOOR TRIMS AND RE- FAINTING OF EXTERIOR. v NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 Cn @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 v Q 0 1309 TITLE SHEET Lu pp C) zQ V0 UNIT 13 AND 14 0 4cr. Z Q 0 z �o 0U J Q O > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 TITLE SHEET 1 T1.1 UNIT 13 AND 14 42 411 4 \ ' - ♦; J ` ti 37 .36 3& 34 33 39 38 33 � 24 WIN 1 _ w 29 r 30 - - T_ - - - - -- � 1jrf_ 5 L U ri OU E 4f 44* 1 -- _ � - _ i i ' 7 V% i Y` - ' 8 5 SCALE 0 2040 80 E3UILDING LOGATION PLAN U xALE RE BAR 6RAPH GODS REVIEW I. APPLICABLE CODES IX. R311.1 MEANS OF E6RE55. ALL DWELLIN65 SHALL BE PROVIDED WITH A MEANS OF EORE55 XII. 420.2 SEPARATION WALLS. WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, A. 2012 INTERNATIONAL RESIDENTIAL CODE AS PROVIDED IN TH15 SECTION. THE MEANS OF E6RE55 SHALL PROVIDE A CONTINUOUS AND WALLS 5EPARATIN6 5LEEPIN6 UNITS IN THE SAME BUILDING AND WALLS 5EPARATIN6 DWELLING B. 2012 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 12 UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL E6RE55 TRAVEL FROM ALL PORTIONS OF OR 5LEEPIN6 UNITS FROM OTHER OCCUPANCIES CONTI60005 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. 8311.2 E6R -55 DOOR. AT LEAST ONE EC-RE55 DOOR SHALL BE PROVIDED FOR EACH XIII. TYPES OF CONSTRUCTION (IBC '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 FACIE OF THE DOOR AND THE STOP, HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBC, TABLE 601 CONDOMINIUMS - RESIDENTIAL R -2 WITH THE DOOR OPEN 10 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL PRIMARY STRUCTURAL FRAME O -HOUR - -- Z Q NOT BE LE55 THAN 15 INCHES IN HE16HT MEASURED FROM THE TOP OF THE THRESHOLD TO THE EXTERIOR BEARING WALLS O -HOUR - -- III. BUILDING HEIGHTS AND AREAS BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM A. BUILDING HEIGHT ('12 IBC TABLE 503) DIMENSIONS. EORE55 DOORS SHALL BE READILY OPENABLE FROM IN51DE THE DWELLING PER '12 IBC, TABLE 602, FIRE- RESITIVE RATING IS 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. R311.3 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 LANDING SHALL NOT BE AV. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 A. 705.3 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 IRG) HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERCENT). BUILDIN55 ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. A. RI021 EXISTING STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXISTING G. R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDIN65 OR FINISHED B. 7055 EXTERIOR WALLS SHALL BE FIRE- RE515TANCE RATED IN ACCORDANCE WITH ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, FLOORS AT THE REQUIRED E&RE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN TABLES 601 AND 602 AND THIS SECTION EXCEPT AS IS SPECIFICALLY COVERED IN THIS CODE, THE INTERNATIONAL PROPERTY THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR 51DE G. 705.8.1 ALLOWABLE AREA OF OPENIN65. THE MAXIMUM AREA OF UNPROTECTED AND MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NECESSARY BY THE SHALL NOT BE MORE THAN 15/4 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE PROTECTED OPENINGS PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. NOT EXCEED THE PERCENTA&E5 5PEGIFIED IN TABLE 705.8. PUBLIC. D. 8311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE EXCEPTION 2. BUILDIN65 WH05E EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALL B. RI021.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS REQUIRED E&RE55 DOOR SHALL BE PROVIDED WITH LANDIN65 OR FLOORS NOT MORE THAN 7 AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANCE 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 5TRUGTURE TO COMPLY WITH ALL OF THE REQUIREMENTS OF THI5 CODE, E. R311.33 STORM AND SCREEN 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. 706 FIRE PARTITIONS - WALLS 5EPARATING DWELLING UNITS IN THE SAME BUILDING AS EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE F. R311.15 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIRED BY SECTION 420.2 BUILDIN6. REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THI5 SECTION ALL DIMENSIONS AND A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION DIMEN51ONF-D 5URFACE5 SHALL BE EXCLUSIVE OF CARPETS, RU&5 OR RUNNERS. OR FLOOR/CEILIN& ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF 5HEATHIN6, V. DEFINITIONS ('12 IRG 4 '12 IBC) 6. R3111.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES. THE RISER SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANGE -RATED FLOOR/CEILIN& OR ROOF /GEILIN6 AREA, BUILDIN6. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR SHALL BE MEASURED VERTICALLY BETWEEN LEADING ED&E5 OF THE ADJACENT TREADS. THE A55EMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE 57REATE5T 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 318 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE SHEATHIN6, DECK OR SLAB, THE SPACE BETWEEN THE GEILIN6 AND THE 5HEATHIN6, DECK OR IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS ABOVE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES 718.2 AND 718.3 AT THE PARTITION LINE. NOT PERMIT THE PA55A6E 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 ENCLO51NO DEVICES. TOTAL R15E OF 30 INCHES OR LE55. H. R311.75.2 TREADS. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY MODIFIED IRG SECTIONS DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT CHAPTERS 1 -3 OKAY DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING A RIGHT AN6LE TO THE TREAD'S LEAPI EDGE. THE GREATEST TREAD DEPTH WITHIN ANY CHAPTERS 4 -1 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC, PURPOSES. FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 318 INCH. CHAPTER 8 SECTIONS 8802 THRU 8804 ARE TO BE DELETED IN THEIR ENTIRETY I. R311.7.6 LANDIN65 FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE CHAPTER q 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 IPG, IMG, ENERGY AND NEC FOR ONE OR MORE PERSONS, INGLUDIN6 PERMANENT PROVISIONS FOR LIVING, 5LEEPIN6, EATING, OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDIN65 OF 5HAPE5 RESPECTIVELY COOKING AND 5ANITATION. 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 BUILDING FACE TO ONE RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A 5TRA15HT RUN, OF THE FOLLOWING: THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. I. THE CLOSEST INTERIOR LOT LINE; J. 8311.7.8 HANDRAILS. HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE 51DE OF Reviewed for Code Compliance p 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 Code: 2012 International Residential Code (IR SHALL BE MEASURED AT RIGHT ANOLE5 FROM THE FACE OF THE WALL. X. R312.1 6UARD5. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 TOWN OF VA I t By J MOrldragon at 1:39 pm, Apr 17, 2013 THROUGH R312.1.4. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE A. R312.1.1 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -51DED WALKING ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT SURFACES, INCLUDING STAIRS, RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 ABOVE 15: INCHES MEASURED VERTICALLY TO THE FLOOR OR CRAVE 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 SCREENING SHALL NOT BE 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. CONSIDERED AS A GUARD. B. R31212 HEIGHT. REQUIRED 6UARD5 AT OPEN -SIDED WALKING SURFACES, INGLUDIN6 Approved by the VI. 6LAZIN& ('12 IRG) STAIRS, PORCHES, BALCONIES OR LANDIN65, SHALL BE NOT LE55 THAN 36 INCHES HIGH Design Review Board A. R308.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 308.1.1 EACH PANE OF MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R30e .A SHALL BE OR THE LINE CONNECTING THE LEADING ED&E5 OF THE TREADS. TOWN OF VA j L By Warren Campbell at 7:39 am, Apr 19, 2013 PROVIDED WITH A MANUFACTURER'S DE516NATION 5PEGIFYIN6 WHO APPLIED THE VE515NATION, G. R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM DE51ONATINO THE TYPE OF &LASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA55A6E OF A SPHERE COMPLIES, WHICH 15 VISIBLE IN THE FINAL INSTALLATION. 4 INCHES IN DIAMETER. B. R308.4.1 6LAZIN& IN DOORS. &LAZING IN ALL FIXED AND OPERABLE PANELS OF D. R312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN 5WIN61NG, 5LIVIN6 AND BIFOLV DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. ACCORDANCE WITH SECTIONS R312.2.1 AND R312.22. G. R308.42 &LAZIN& ADJACENT DOORS. GLAZING IN AN INDIVIDUAL FIXED OR E. 8312.2.1 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 12 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 IS LE55 THAN 60 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHIGH THE WINDOW 15 LOCATED. OPERABLE ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. SECTIONS OF WINDOWS SHALL NOT PERMIT OPENIN65 THAT ALLOW PA55AOE OF A D. R308.4.3 &LAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE 4- INCH - DIAMETER SPHERE WHERE SUCH OPENIN65 ARE LOCATED WITHIN 24 INCHES OF THE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS FINISHED FLOOR. LOCATION: EXCEPTIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET. I. WINDOWS WH05E OPENINGS WILL NOT ALLOW A 4 -INCH- DIAMETER SPHERE TO PA55 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES ABOVE THE FLOOR; THROUGH THE OPENING WHEN THE OPENING 15 IN ITS LARGEST OPENED POSITION. 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 2. OPENIN65 THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY WITH A5TM F 2010. AND IN A STRAIGHT LINE, OF THE GLAZING. 3. WINVOW5 THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R3122.2. VII. R30q.4 AUTOMATIC &ARA&E DOOR OPENERS ('12 IRG). AUTOMATIC, GARAGE DOOR F. 8312.2.2 WINDOW OPENIN6 CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. SHALL COMPLY WITH A5TM F 2010. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE VIII. R310 EMERGENCY E50APE AND RESCUE REQUIRED ('12 IRG). BASEMENTS, HABITABLE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION R310.1.1. ATTICS AND EVERY 5LEEPIN6 ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE 5LEEPIN6 ROOMS, XI. R311 PROTECTION OF WOOD AND WOOD BASED PRODUCTS A&AIN5T DECAY. EMERGENCY E6RE55 AND RESCUE OPENIN65 SHALL BE REQUIRED IN EACH 5LEEPIN6 ROOM. A. R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD BASED PRODUCTS WHERE EMERGENCY ESCAPE AND RE5GUE 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 ESCAPE AND RESCUE OPENIN65 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. SECTION 4 OF AWPA UI. B. R310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING SHALL BE 24 I. WOOD J015T5 OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN OL05ER THAN 18 INCHES. INCHES OR WOOD 61RDER5 WHEN CLOSER THAN 12 INCHES TO THE EXP05ED GROUND IN CRAWL G. R310.13 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE SPACES OR UNEXGAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING 20 INCHES. FOUNDATION. D. R310.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENIN65 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MA50NRY EXTERIOR SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS, FOUNDATION WALLS AND ARE LE55 THAN 8 INCHES FROM THE EXPOSED GROUND. TOOLS OR 5PEGIAL KNOWLEDGE. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT E. R3102 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 q 5QUARE 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, SIDES AND ENDS. BE FULLY OPENED. 5. WOOD 51DIN6, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R3102.1 SHALL BE PERMITTED A CLEARANCE OF LE55 THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED TO ENCROACH A MAXIMUM OF (b INCHES INTO REQUIRED DIMENSIONS OF THE WINDOW WELL, VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO 5LA55 AND SIMILAR HORIZONTAL F. R310.2.1 LADDER AND 5TEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN SURFACES F-XF05ED 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 5TEPS REQUIRED BY THIS SECTION THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS UNLE55 SHALL NOT BE REQUIRED TO COMPLY WITH 5ECTION5 R311.7 AND R311.8. LADDERS OR RUN&5 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS M015TURE BARRIER. SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 INCHES B. R317.12 &ROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXP05ED TO THE FOR THE FULL HEIGHT OF THE WINDOW WELL. WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE 6. R310.4 BARS, &RILLE5, COVERS AND SCREENS. BARS GRILLE5, GOVER5, 5GREEN5 OR APPROVED PRE55URE- PRE5ERVATIVE- TREATED WOOD SUITABLE FOR GROUND CONTACT USE, SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH OPENIN65, PROVIDED CONTINUOUSLY SUBMERGED IN FRESH WATER. THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTIONS R310.1.1 TO 8310.1.3 AND SUCH G. R317.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DEVICES SHALL BE RELEA5ABLE OR REMOVABLE FROM THE IN51DE 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. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND OPERATION OF THE ESCAPE 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 THI5 SECTION. THE COATING WEIGHTS FOR ZING - COATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. E. R311.3.1 FASTENERS FOR PRE5ERVATIVE- TREATED WOOD. FASTENERS, INGLUDIN6 NUTS AND WASHERS, FOR PRESERVATIVE - TREATED WOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. GOATIN6 TYPES AND WEI&HT5 FOR CONNECTORS IN CONTACT WITH PRESERVATIVE - TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE AB50ENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF A5TM A 653 TYPE 6185 ZING - GOATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 '04 '( TO O n @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 BUILDING LOCATION PLAN 1 AS1 UNIT 13 AND 14 vQ 0 Lo w QQ C) z � I-- Q Z0 Z Q 0 Z �o �U J Q O LO > M O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 BUILDING LOCATION PLAN 1 AS1 UNIT 13 AND 14 2 142.2 (D 0 CONFIRM WINDOW WELL 15 IN COMPLIANCE WITH 8310.2.1 WINDOW WELL 8310.4 OF THE 2012 IRG. RE: CODE REVIEW A51 OARAOE 101 BEDROOM 101 UP ENTRY 101 O O 00 O O I ( 142.2 BEDROOM 101 I Z GAS METER Z OAS METER 10 ELEGTRIG METER ELEGTRIG METER I O O O �Id UI 0 �I 0 z --I� LINE OF CANILEVERED ! FLOOR ABOVE ! I ! I / I CONFIRM WINDOW WELL 15 IN / COMPLIANCE WITH 8310.2.1 4 8310.4 OF THE 2012 IRG. _ RE: CODE REVIEW A51 / WINDOW WELL OARAOE 101 I O 1 1 O O O 5 X12., O Ofi= OO =5 BEDROOM 101 III o UP ENTRY 101 7 O O I Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL BY J Mondragon at 1:39 pm, Apr 17, 2013 Ah LWO mo 0 Q),! z! I I ! -O E) LINE OF CANTILEVERED FLOOR ABOVE V BEDROOM LINE OF GANTILEVERED DECK ABOVId V� — — — — — 101 I O O I° r� 0 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 WINDOWS; REMOVE DOOR FRAME $THRESHOLD) REMOVE EX15TINO DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLA5HING; 5EE DETAIL I OR 2 5HEET A7.2. - RE5ET EXI5TIN6 DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN IN5TALLED. REFER TO 5HEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAIL5, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5. RE: 5TRUCT. FOR ELEMENT5 TO REMAIN. — — — — — — REMOVE EXI5TING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMAGORE OVER -HEAD DOOR W/ WOOD CLADDING, AND OPERATOR — — — — — — REMOVE EX15TINO 5TUCC0 5Y5TEM ON OUTER FACE OF GARDEN WALL — — — — — — ONLY, A5 5HOWN DEMOLITION NOTES 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 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF E6RE55 AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION 4 ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING WALL SEPARATION RATINGS $ FLOOR/GEILIN6 A55EMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROGE55 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 GLEAN AIR OR V15RUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. a. MANAGE 5ALVAOE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. Approved by the Design Review Board O TOWN OF OVAIL' By Warren Campbell at 7:39 am, Apr 19, 2013 5ASEMENT LEVEL DEMO FLAN, 50ALE: 1/ 4" = I' - O" ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmdalcom @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 BASEMENT LEVEL DEMO PLAN A0.0 UNIT 13 AND 14 vO Q d' Z 0� Lu Q0 00 C) z��Q 00 aQ ZO °- Z Q o Z �o �U Lu J Qo> 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 BASEMENT LEVEL DEMO PLAN A0.0 UNIT 13 AND 14 E) 2 V-2 (D O O CD 0 0 n i co (D O O O 0 52.1 O 0 O O DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 HINDOH5; REMOVE DOOR FRAME $THRESHOLD) REMOVE EX15TINO DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLA5HING; 5EE DETAIL I OR 2 5HEET A7.2. - RE5ET EXI5TIN6 DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN INSTALLED. REFER TO 5HEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUCT. FOR ELEMENT5 TO REMAIN. — — — — — — REMOVE EX15TINO TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMAGORE OVER -HEAD DOOR H/ HOOD CLADDING, AND OPERATOR — — — — — — REMOVE EX15TINO 5TUCG0 5Y5TEM ON OUTER FACE OF GARDEN HALL — — — — — — ONLY, A5 SHOWN 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 \/AIL BUILDING OFFICIAL SHALL BE SUBMITTED BY OCONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO B 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 5306 $ TABLE 5506.1. 3. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE O PROTECTION 4 ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION O RATINGS $ FLOOR/GEILIN6 A55EMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION O50 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 GLEAN AIR OR V15RUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR 2 AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW X21 CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. O a. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. O O 0 Approved by the Design Review Board OTOWN O VA j L By Warren Campbell at 7:39 am, Apr 19, 2013 FIRST LEVEL DE C PLAN 50ALE: 1/ 4" = I' - O" v ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 FIRST LEVEL DEMO PLAN 1 CUDQ 0 d' Z Lu Q0 00 z�U)Q 1-0 aQ U) ZO °- Z Q o Z rU �o LU J Qo> 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 FIRST LEVEL DEMO PLAN 1 AO. 1 UNIT 13 AND 14 2 V-2 O O O 0 E) 0 O 0 0 00 O O .42.2 I II Ned for Code Compliance 2012 International Residential Code (IRC) Mondragon at 1:39 pm, Apr 17, 2013 LINE OF OUT5IDE FACE I OF 5TUD HALL BELOW I I I I I I rVil O O 0 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 HINDOH5; REMOVE DOOR FRAME $THRESHOLD) REMOVE EX15TINO DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLA5HING; 5EE DETAIL I OR 2 5HEET A7.2. - RE5ET EXI5TIN6 DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN INSTALLED. REFER TO 5HEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUCT. FOR ELEMENT5 TO REMAIN. — — — — — — REMOVE EX15TINO TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMAGORE OVER -HEAD DOOR W HOOD CLADDING, AND OPERATOR — — — — — — REMOVE EX15TINO 5TUCC0 5Y5TEM ON OUTER FACE OF GARDEN HALL — — — — — — ONLY, A5 5HOHN DE1 IOLITION NOTE 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 \/AIL 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 REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF E6RE55 AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION 4 ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATINGS $ FLOOR/GEILIN6 ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROGE55 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 GLEAN AIR OR V15RUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW 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. Approved by the O Design Review Board L TOWN O VAI L By Warren Campbell at 7:39 am, Apr 19, 2013 SEGOND LEVEL DEMO PLAN 50ALE: I / 4" = I' - O" v ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com PAY QAQ ;9n; MM @COPY RIG HT Victor Mark Donaldson Architects All Rights Reserved ( N) 4/4/2013 1 1309 SECOND LEVEL DEMO PLAN M AO.21 UNIT 13 AND 14 vQ 0 Lo d' Z 0 W 00 C) z�U)Q 00 aQ Z0 °- Z Q o Z r)0 �o J Qo> M O MM @COPY RIG HT Victor Mark Donaldson Architects All Rights Reserved ( N) 4/4/2013 1 1309 SECOND LEVEL DEMO PLAN M AO.21 UNIT 13 AND 14 III Ck om Q n G � N 2 V-I 6 H w 0 m d N J 3� U SILL ®OR BELOW GRADE CONFIRM WINDOW WELL 15 IN COMPLIANCE WITH 8310.2.1 4 WINDOW WELL R310.4 OF THE 2012 IRO. RE: CODE REVIEW A51 14.O.D GARAGE 101 0 BEDROOM lol UP ENTRY 101 14.0.1 14.0A 2 "I 00 O � 1 �l BEDROOM 101 51LL ABOVE GRADE ! ! ! ! ! >! I �!d v ! 0 O ! z ! LINE OF CANILEVERED ! FLOOR ABOVE ! I ! CONFIRM WINDOW WELL 15 IN / COMPLIANCE WITH 8310.2.1 _ R310.4 OF THE 2012 IRC. 3 RE: CODE REVIEW A51 ' BEDROOM I 101 14.O.B CI4.O.0 4 3 6.4 �46./4 II OA ACE 101 I SILL ABOVE GRADE O O 4 5 .42.1 O UNT =4 UNT =5 (D WINDOW WELL 13.0.E 13.0.E UP SILL O O 10 II Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO OF UA�i By J Mondragon at 1:39 pm, Apr 17, 2013 ENTRY 101 \ BEDROIOM 101 13.0.1 I 13.O.B C3.O.0 2 A6 4 3 46.4 A6 LINE OF GANTII FLOOR ABOVE ua �O N O O T O ! ! ! 2 of d w [a !0 Lu z ! O ! w ✓FRED I - O I Q LINE OF CANTILEVERED DECK ABOVE m 4 NEW WALL 3 -O ADDITION m ABOVE I q 10 I I II _� (D EXTERIOR OOLORS $ V Iki Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 7:39 am, Apr 19, 2013 O 5ASE�MENT LEVEL FLOOR FLAN 50ALE: I / 4" = I' - O" MATERIALS LEOEND NEW STUCCO: 3 GOAT CEMENTIOU5 STUCCO SYSTEM; 11 GAUGE STUCCO LATH, FIBER REINFORCED CEMENT 50RATCH GOAT W/ CRACK CONTROL ME5H IN LEVELING GOAT. FINISH GOAT TO GON515T OF A PRIMER WITH AN ACRYLIC 5WIRL FIN15H. Q 2 NEW WOOD 510IN6: Ix5 R.5. CHANNEL LAP CEDAR SIDING w Q0 oo OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. Q 41::c NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: ARCHITECTURE RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. PLANNING EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE $ INTERIORS SINCE 1977 �U NO WORK. NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH SAWN A RC H I T E C T S CEDAR, STAINED. 5EE DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED. 90 W BENCHMARK O ROAD EXISTING WOOD SOFFIT 4 1`650I6 AT ROOF: SHALL REMAIN SUITE 207 A5 15 WITH NEW PAINT. B 0 X 5300 WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RE5ET. AVON CO 81620 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. 9 1 0, 9 4 9, 5 2 0 0 CEDAR CLADDING, AND OPERATOR. vmda @vmda,com Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) FAX 949.5205 GUTTER5 # DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS -- - -°--w O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENT5 , COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. GARDEN WALL STONE VENEER: REMOVE EXISTING 5TUCG0 ON BOTH SIDES OF GARDEN WALL AND INSTALL NEW 5TU060 V1 T R O SYSTEM WITH NEW STONE GAP. STONE VENEER A5 ALTERNATE. RE: GARDEN WALL DETAILS �K 4 D`" ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NECESSARY, POWER -WASH ,p , r $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. `` , AS' -C REFER TO ATTACHED COLOR BOARD FOR D A' SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 7:39 am, Apr 19, 2013 O 5ASE�MENT LEVEL FLOOR FLAN 50ALE: I / 4" = I' - O" @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 BASEMENT LEVEL FLOOR PLAN 1 Al .0 UNIT 13 AND 14 v0 Q w Q0 oo C) z�U)Q Q 41::c Z0 Z Q 0 Z �o �U LU J Qo> O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 BASEMENT LEVEL FLOOR PLAN 1 Al .0 UNIT 13 AND 14 2 .42.2 O O 0 0 .42.2 WINDOW HELL 14.I.F � s j EXTERIOR COLORS � MATERIALS LEGEND NEH STUCCO: 3 GOAT GEMENTIOUS STUCCO SYSTEM; 17 GAUGE STUCCO LATH, FIBER REINFORCED CEMENT SCRATCH GOAT H/ CRACK CONTROL MESH IN LEVELING GOAT. FIN15H GOAT TO CON515T OF A PRIMER WITH AN ACRYLIC 5HIRL FINISH. 2 NEH HOOD SIDING: 1x8 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. NEH 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY 4 GUARDRAIL5: SHALL BE ROUGH 5AHN CEDAR, STAINED. SEE DETAILS ON SHEET Ab.l. NEW DEGKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED EXISTING HOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. HINDOH5 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) GUTTER5 $ DOHN5POUT5: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH 51DE5 OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. RE: GARDEN HALL DETAILS ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM I2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA5H $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. DEOK EOUI EMENTS: 'EVERORAIN GOMP051TE DEGKING' I X b TO BE U5ED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERGRAIN DECKING IN ACCORDANCE WITH TAMKO 'EVER&RAIN' DEGKING INSTALLATION INSTRUCTIONS. COLOR TO BE GAPE GOD GREY FROM THEIR CLA5510 COLLECTION, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL EG 123 HIDDEN FA5TENER'5. EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL GRADING NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVINO AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12"/16 TO ISgib OF RE- GRADING NO MORE THAN 10' TO 15" /1b FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 55% TO 10% DENSITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4 " 11b TO b "/1b BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME bg /1b TO 12" /1b IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND 0150HARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS, DOWNSPOUTS $ HEAT TAFE NOTES THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOHN5POUT5 AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOH FULL PAINT /STAIN COVERAGE OF FA501A AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHING GUTTERS, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 8 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. OAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE HATERPROOF $ PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. � �jf 7 �R�S T�L�E �\/ E�L �F L�0�0 R� �FL�A �N SCALE: 1/ 4" = 1'- O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 FIRST LEVEL FLOOR PLAN 1 A1.1 CUDQ 0 UNIT 13 AND 14 w Q0 00 C) z��Q aQ ° W 0 °- Z < 0 Z rU �o Lu J Q\ 4cr 0 / O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 13 AND 14 2 .42.2 O O O 0 0 14.2.8 14.2.G O 00 I O O .42.2 O O O O A21 O O O O ° UNIT =14 UNIT =13 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By J Mondragon at 1:39 pm, Apr 17, 2013 EXTERIOR COLORS � MATERIALS LEGEND NEW STUCCO: 3 GOAT CEMENTIOUS 5TUGCO 5YSTEM; 17 GAUGE STUGGO LATH, FIBER REINFORCED CEMENT SCRATCH GOAT W/ CRACK CONTROL MESH IN LEVELING GOAT. FINISH GOAT TO CONSIST OF A PRIMER WITH AN ACRYLIC SWIRL FINISH. 2 NEW WOOD 51DINO: Ix5 R.S. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. NEW 2x R5 CEDAR WOOD TRIM AND RIM J01515: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH 5AWN CEDAR, STAINED. 5EE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" WINGHE5TER GRAY, BLIND NAILED EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. -7 WINDOW5 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 GLADDINO, AND OPERATOR. Gfi 5TUCGO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS A5 �O GE OW I Approved by the OL Design Review Board By Warren Campbell at 7:40 am, Apr 19, 2013 SECOND LEVEL FLOOR FLAN 50ALE: I / 4" = I' - 0" NEGE55ARY AND REINSTALL AFTER BUILDING IMi'ROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. RE: GARDEN WALL DETAILS ENTRY PATIO &GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH � SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPEGIFIGATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. LINE OF OUTSIDE FA OF STUD WALL BEL I� HLI O O V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 9,49.5205 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved • 1 1 � 4/4/2013 1: 1 1309 SECOND LEVEL FLOOR PLAN 1 vo Q � = w ao oVoo z��Q aQ °o Z Z �o �U J Qo> O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved • 1 1 � 4/4/2013 1: 1 1309 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 13 AND 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 1:39 pm, Apr 17, 2013 EXISTING ROOFING AND ROOF FLASHING r-uiar1Mr T/I Rr- PAINT -n A-, SECOND LEVEL 8261.46 d--,, F I RST LEVEL 8258.31' BASEMENT LEVEL 824.36 i UNIT =13 UNIT =14 REAR ELEVATION 50ALE: I / 4" = I' - O" EXISTING CHIMNEYS TO BE PAINTED, i UNIT =I4 UNIi =13 DEFT ELEVATION SCALE: I / 4" = I' - O" SECOND LEVEL 8267.46 FIRST LEVEL 828.31 ' EXISTING Ix TT� TO REMAIN EXISTING 2x F TO REMAIN EXISTING 5OFI VENT TO REMi CAULK BEAD NEW 2x10 CEG BOARD NEW 1/2" PLYV NEH 1 1/2" EX1 INSULATION NEW I x,5 CEDI TYVEK, HOUSE ...r, EXTERR OR COLORS � MATERALS LE5END 0 NEH STUCCO: 3 GOAT CEMENTIOU5 STUCCO SYSTEM; 11 GAUGE STUCCO LATH, FIBER REINFORCED CEMENT SCRATCH GOAT H/ CRACK CONTROL MESH IN LEVELING GOAT. FINISH GOAT TO CONSIST OF A PRIMER WITH AN ACRYLIC 5HIRL FINISH. 2 NEW WOOD 51 D I NO: I x8 R.5. CHANNEL LAP CEDAR 51 D I NG OVER NEH 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM J0I5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED EXISTING HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEH PAINT. AINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEH THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. (Gi) STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEH ADJACENT HALL FINISHES. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH 51DF-5 OF GARDEN HALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. RE: GARDEN HALL DETAILS ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM I2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -WA5H $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 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 1.10.1.4 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 GA51NG BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS 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 -HIDTH RATIO OF 2� TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE GON51PERED AS CONTROL JOINTS. Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:40 am, Apr 19, 2013 SAVE DETAIL @ SONG, 50ALE: 1 1/2" = I' - O" V ,711 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ©COPYRIGHT Victor Mark n Donaldson \\JI Architects All Rights Reserved ■ 1 4/4/2013 1: 1 1309 EXTERIOR ELEVATIONS 1 A2.2 UNIT 13 AND 14 0 VOA Q w C0 co r COD 00 0 Q M 44:t U) Q r CL. z O z DO ®U J Q®> O ©COPYRIGHT Victor Mark n Donaldson \\JI Architects All Rights Reserved ■ 1 4/4/2013 1: 1 1309 EXTERIOR ELEVATIONS 1 A2.2 UNIT 13 AND 14 SECOND LEVEL 826-1.46 F I RST LEVEL 8258.31' BASEMENT LEVEL 824.36 EX15TINO CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT 5PEG'S, SHEET TI.I MWIN OL SECOND LEVEL - - 8 - - 26-1.46' - - FIRST LEVEL 828.31 ' I LINE OF EXISTING GARDEN WALL BASEMENT LEVEL EX15TINO ROOFING AND ROOF FLA5HING TO REMAIN, NO CHANGE 13.2.6 n Mill I i UNIfi�l4 U N I 3 1 ■�I�I FRONT ELEVATION 50ALE: I / 4" = I' - O" i 13.2.E I I 13.1.1 13.1.E 13.I.M 131N O 0, a C51 I I 14.2.E 14.2.D 14.2.6 I I I Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI1 ) By J Mondragon at 1:40 pm, Apr 17, 2013 EXTERIOR COLORS $ V �5 MATERIALS LEGEND NEW STUCCO: 3 GOAT CEMENTIOU5 STUCCO 5Y5TEM; 17 GAUGE STUGGO LATH, FIBER REINFORCED CEMENT SCRATCH GOAT H/ CRACK CONTROL MESH IN LEVELING GOAT. FINISH GOAT TO CON515T OF A PRIMER WITH AN ACRYLIC 5WIRL FINISH. 2 NEW HOOD SIDING: Ix5 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. ARCHITECTURE NEW 2x RS CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. PLANNING INTERIORS SINCE 1977 4 EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE NO WORK. ARCHITECTS NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH SAWN 9 0 W BENCHMARK R O A D SECOND LEVEL CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING 8>261.46' SHALL BE "TREX ACCENT5" WINGHE5TER GRAY, BLIND NAILED. S U I T E 2 0 7 EX15TINO WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. B O X 5 3 0 0 -� RHIENDOHS AND DOORS HAVE BEEN REPLACED, REMOVE AND AVON, CO 81620 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 9 7 0. 9 4 9. 6 2 0 0 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. m m m CEDAR CLADDING, AND OPERATOR. V m d a@ V m d a, C O m FIRST LEVEL 88 2 � . 3 I ' STUCCO SOFFIT ABOVE, RE: DETAIL(5) FAX 9 4 9. 5 2 0 5 GUTTERS 4 DOHNSPOUT5: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FIN15HE5. GARDEN HALL STONE VENEER: REMOVE EX15TINO STUCCO ON BOTH SIDES OF GARDEN HALL AND INSTALL NEW STUCCO 5Y5TEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. RE: GARDEN HALL DETAILS _ BASEMENT LEVEL ENTRY PATIO 4 GARDEN PAVERS: EX15TINO PAVER SYSTEM 824.36' 12 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. 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 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND Cn TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEA05 BACK TO BACK WITH A J 0 FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PAGINO SHALL BE NOT LESS THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND Q SHALL BE IN CONFORMANCE WITH 7.10.1.4. V ® L-- 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN 0 Co WALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN Q0 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE = w oo STRUCTURES. r 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR V A LENGTH- TO-HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE z 0 CEILING FRAMING OR FURRING CHANOE5 DIRECTION. Q 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR HALL. (� 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. r z J O DOz C) ® LL1 _j Q®> EXISTING Ix TRIM `� \ TO REMAIN SECOND LEVEL 8261.46' EXISTING 2x TO REMAIN 14.I.J 14.1.1 14.I.H 14.1.6 EX15TINO 50f OVENT TO REN CAULK BEAD (D NEW 2x10 CE1 FREEZE BOAT i UNIT =13 UNIT =I4 RIGHT ELEVATION 5GALE: I / 4" = I' - O" A-\ F I RST LEVEL NEw 1/2" PLY 828.31 CASINO BEAT NEW 1 1/2" EX INSULATION NEW STUCCO TYVEK HOUS , E ...r.I _ BASEMENT LEVEL 8241.36 EAVE DETAIL @ STUGGO. 50ALE: 1 1/2" = 1' - O" Approved by the Design Review Board TOWN OF VA I L � By Warren Campbell at 7:40 am, Apr 19, 2013 F COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 4/4/2013 t 1309 EXTERIOR ELEVATIONS JELA2.1 UNIT 13 AND 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF OVAILI By J Mondragon at 1:40 pm, Apr 17, 2013 Ix8 R5 T$G CEDAR HORIZONTAL 51DINO cm NEW DECK FRAMING, RE: STRUCTURAL m m NEW BLOCKING, RE: STRUCTURAL NEW P.T. SILL ii a EXISTING 8" I ` -' , GONG. WALL a 3x8 SMOOTH CEDAR TOP RAIL w/ EA5ED TOP EDGES (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD Ix8 R5 T$6 CEDAR HORIZONTAL SIDING 1/2" GDX PLYWOOD bxb R5 CEDAR P05T5 a 6' -0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH 51DE5 -NEW DEGKIN6, RE: DECK REQUIREMENTS. THRU -BOLTS W/ WASHERS, RE: STRUCTURAL 1 1/2" CHAMFER NEW CONT. 2x12 R.S. CEDAR FA56IA/TRIM BETWEEN bxb P05T5 NEW 5TUCG0 SYSTEM NO FOAM GUARDRAIL SEGTION b _ He i6 DECK FRAt RE: 5TRUCTL,,L_ 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP ED6E5 (MILL TO SHAPE) ?xb R5 CEDAR TOP ;HORD, BOTH SIDES x8 R5 T$6 CEDAR 40RI ZONTAL 5IDINO 12" GDX PLYWOOD ixb R5 CEDAR POSTS P 6-0" OG 2x4 R5 CEDAR BOTTOM ;HORD BOTH SIDES �ECKINC, RE: DECK IREMENT5. -BOLTS W/ WA5HER5, TRUOTURAL /2" CHAMFER ..R FASCIA TRIM BETWEEN 6x6 POSTS GUARDRAIL SECTION 50ALE: I" = I' - O" DETA L NOTES: • ALL FLASHING SHALL BE PRE - FINISHED 26 GAUGE GALVANIZED METAL • ALL EXPOSED FLA5HIN6 SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE. EXPOSED ® WOOD TO WOOD CONNECTIONS USE COLOR MANSARD BROWN. • FOUNDATION WEEP 5GREED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE515TANT SCREED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 5�" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RE515TIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. DECK FRAMING RE: STRUCTURAL FIELD VERIFY EXISTING DECK COL./FOUND. SUPPORT COORDINATE W/ STRUCTURAL NEW 'EVER6RAIN' DEGKIN6 RE: DECK REQUIREMENTS 2x R.S. CEDAR TRIM LINE OF EXISTING GRADE GUARDRAIL SEGTION 50ALE: I" = P - O" 6.W.B: WIN. SILL BELOW NEW WINDOW SCREEN F 'TYVEK' HOU5E1 - WRAPI 2x R.5. GEDARI WINDOW TRIMI I I I 1/2" DIA. x 10" LONG —i- LAG BOLT W/ WA5HER I I 1/2" DIA. GARRIAGE BOLT; EQUAL 5PACIN& I Ix5 R5 T$6 CEDAR �\ HORIZONTAL SIDING EA. 51DE 1/2" GDX PLYWOOD WINDOW TRIM /CASING WIN. SILL BELOW NEW WINDOW SCREEN 2 POST �o wALL x� 5" 1 o NEW DOOR FRAME AND INTERIOR TRIM NEW IX2 SILL DAM NEW 4" TREATED PLYD SILL PLA EX. FLOOR FRAMING, RE: STRUCTURAL EXI5TIN6 G.W.B. CEILING EXISTING CONCRETE FOUNDATION EXI5TINC- G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH AS - REQUIRED, FASTEN NEW FLA5HIN6 TO b" BELOW GRADE, RE: DETAIL NOTES A( EX. FLOOR FRAMIN6�� RE: STRUCTURAL EXISTING G.W.B. CEILI NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL DAM (DETAIL I/A7.2) THOROUGHLY CAULK NEW THRESHOLD IN HR GRACE LIQUID MEMBRANE I "xl" MIN. DECKING �j W DEGKIN6 FLASHING, RE: DETAIL NOTES A6.1 7.2 EXISTING RIM J015T TO REMAIN NEW RIM J015T RE: STRUCTURAL NEW DECK FRAMING BITUTHENE 0/ TYVEK HOU5EWRAP; RE: DETAIL I /ATI 1 1/2" EXTRUDED FOAM INSULATION 2" SHOT -PINS w/ 2" WA5HER5 - - - -- . 24" OG plop 0_11 1111111 1 III 0 50ALE: 1 1/2" = 1'- O" EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION FLASHING RE: DETAIL NOTES A6.1 NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM WEEP SCREED RE: DETAIL NOTES A6.1 - FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 -NEW CONT. 2x4 R.5. CEDAR TRIM DEGKIN6 EXISTING RIM JOIST TO REMAIN NEW RIM JOIST RE: STRUCTURAL NEW DECK FRAMING RE: STRUCTURAL BITUTHENE 1 1/2" EXTRUDED FOAM EXISTING CONCRETE FOUNDATION INSULATION 2" SHOT -PINS w/ 2" WASHERS EXISTING FOAM TO REMAIN, PATCH A5 cJ - - -- -- @ 24" OG REQUIRED, FASTEN NEW FLASHING TO 6" BELOW GRADE, RE: DETAIL NOTES A6.1 Approved by the Design Review Board TOWN �� ���� By Warren Campbell at 7:40 am, Apr 19, 2013 D E i < TO SALL. 5GALE: 1 1/2" = 1' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 INLYV nft.UUYV BACKER ROD 4 rl I CAULKING NEW WINDOW FLASHING RE: DETAIL 2/AT2 II II II II I bxb R5 CEDAR POST I BOLTED TO THE BUILDING, 10g, 'V I I AS SHOWN I 3 w A6.3 C) z 2xb R.5. CEDAR TOP EA. 51DE s -- I 2x4 R.5. CEDAR BOTTOM CHORD EA. 51DE I 1/2" NUT W/ WA5HER COUNTERSUNK 318 ", EQUAL Z Q 5PAGING; 2' -0" O.G. MAX. 2 POST �o wALL x� 5" 1 o NEW DOOR FRAME AND INTERIOR TRIM NEW IX2 SILL DAM NEW 4" TREATED PLYD SILL PLA EX. FLOOR FRAMING, RE: STRUCTURAL EXI5TIN6 G.W.B. CEILING EXISTING CONCRETE FOUNDATION EXI5TINC- G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH AS - REQUIRED, FASTEN NEW FLA5HIN6 TO b" BELOW GRADE, RE: DETAIL NOTES A( EX. FLOOR FRAMIN6�� RE: STRUCTURAL EXISTING G.W.B. CEILI NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL DAM (DETAIL I/A7.2) THOROUGHLY CAULK NEW THRESHOLD IN HR GRACE LIQUID MEMBRANE I "xl" MIN. DECKING �j W DEGKIN6 FLASHING, RE: DETAIL NOTES A6.1 7.2 EXISTING RIM J015T TO REMAIN NEW RIM J015T RE: STRUCTURAL NEW DECK FRAMING BITUTHENE 0/ TYVEK HOU5EWRAP; RE: DETAIL I /ATI 1 1/2" EXTRUDED FOAM INSULATION 2" SHOT -PINS w/ 2" WA5HER5 - - - -- . 24" OG plop 0_11 1111111 1 III 0 50ALE: 1 1/2" = 1'- O" EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION FLASHING RE: DETAIL NOTES A6.1 NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM WEEP SCREED RE: DETAIL NOTES A6.1 - FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 -NEW CONT. 2x4 R.5. CEDAR TRIM DEGKIN6 EXISTING RIM JOIST TO REMAIN NEW RIM JOIST RE: STRUCTURAL NEW DECK FRAMING RE: STRUCTURAL BITUTHENE 1 1/2" EXTRUDED FOAM EXISTING CONCRETE FOUNDATION INSULATION 2" SHOT -PINS w/ 2" WASHERS EXISTING FOAM TO REMAIN, PATCH A5 cJ - - -- -- @ 24" OG REQUIRED, FASTEN NEW FLASHING TO 6" BELOW GRADE, RE: DETAIL NOTES A6.1 Approved by the Design Review Board TOWN �� ���� By Warren Campbell at 7:40 am, Apr 19, 2013 D E i < TO SALL. 5GALE: 1 1/2" = 1' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 DECK & GUARDRAIL DETAILS 1 A6.1 UNIT 13 AND 14 v0 Q w co C) z �- 00 Q � Z0 Z Q O Z �o �U M J Q O > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 DECK & GUARDRAIL DETAILS 1 A6.1 UNIT 13 AND 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF UAr� } By J Mondragon at 1:40 pm, Apr 17, 2013 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:40 am, Apr 19, 2013 NEW OWEN5 CORNING METAL 5HINGLE5; MATCH EXISTING NEW 314" PLYWOOD SHEATHING NEW 2x ROOF FRAMING RE: 5TRUCTURAL FLA5HIN6 W/ DRIP EDGE ' RE: DETAIL NOTE5 A6.1 NEW WINDOW FLASHING ; RE: DETAIL 2/A1.2 ; 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME 0! I WINDOW GLAZING I I NEW I G, NEW IN5ULtA I Ivry NEW 5/8" G.W.B. TRIM /GA51 NG GUARDRAIL ELEVATION 50ALE: 1/ 2" = 1'- O" FRAMING a 5OFFIT; COORDINATE G.W.B. CORNER DETAIL W/ ARCHITECT SEGTION @ KITCHEN WINDOW 5GALE: 3" = 1'- 0" I i I I NEW STUCCO SYSTEM I I I I I I I I I I I I I I I I I I I I NEW 2" PLYWOOD SHEATHING I I I I NEW 2x10 WALL FRAMING - - - -L -- I - I I -- I - I I I I I I I I I - I - I I NEW 2 LAYERS OF TYVEK HOU5EWRAP NEW PLYWOC SHEATHING WEEP SCREED RE: DETAIL NO' FLA5HING W/ D' RE: DETAIL NO' NEW 2x8 R5 GE TRIM WEEP 50REE0 RE: DETAIL NOTE5 A6.1 FLA5HIN6 W/ DRIP EDGE RE: DETAIL NOTE5 A6.1 NEW 2x4 R.5. CEDAR TRIM 0 CORRO51 ON- RE515TANT BOLT5 OR LAO 5CREW5 ANGLED CA51 NO BEAD NEW 2x10 TREATED WALL FRAMING TREATED 2x10 BOTTOM PLATE RE: STRUCTURAL SEG THRU GORNER PEDESTAL. 50ALE: 1 1/2" = 1' - O" Q i6 DECK RE: ANC STRUCTURAL LED CASING BEAD NEW STUCCO 5Y5TEM EXISTING ,5" GONG. WALL NEW STUCCO SYSTEM GA51N6 BEAD d d a � C 4 a d 4 � d a a a d dd a � d d a a a � d d V = z NEW 2" STONE GAP BONDED TO METAL FLASHING W/ 2 -PART EPDXY FLA5HIN6 RE: DETAIL NOTES A6.1 CAULKING RE: NOTES ON SHEET AI.I CASINO BEAD NEW BITUTHENE OVER TOP OF WALL $ 6" DOWN ON 51DE5 OF TYVEK VEW 5TUGG0 5Y5TEM VEW 2" PLYWOOD 5HEATHIN6 VEW 2x10 TREATED WALL = RAMINO 2X PRESSURE TREATED 'LATE RE: STRUCTURAL �ONGRETE ANCHOR (TYR) RE: 5TRUCTURAL NEW 2 LAYERS OF TYVEK W.R.B. NEW �" PLYWOOD 5HEATHIN6 2 -2x6 (PRE55URE TREATED) RE: STRUCTURAL WEEP 50REED RE: DETAIL NOTES A6.1 FLA5HIN6 W/ DRIP EDGE RE: DETAIL NOTES A6.1 2x8 R5 CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE SGT. 7HRU GORNER PEDESTAL 50ALE: 11/2" = 1'- O" 11/411 r - -- ---- - - - - -- -------------------------------------- I Y V V I I I I - I i I 6.3 I I I I I I - - - - -- I I --------------------------- - - - - -J 3 THRU -BOLTS W/ HEAVY DUTY WASHERS, RE: STRUCTURAL I LINE OF NEW STONE GAP I I WOOD BEAM RE: STRUCTURAL I I I NEW 2x10 WALL FRAMING, A5 5HOWN (TYP.) NEW 2x6 FULL HT. RE: STRUCTURAL METAL BRACKET, RE: DETAIL 2x6 R.S. CEDAR TOP EA. 51DE 2x4 R.S. CEDAR BOTTOM CHORD EA. 51DE NEW 1/2" PLYWOOD 5HEATHING NEW 5TUGCO SYSTEM (TYP.) 1/2" VIA. CARRIAGE BOLT, EQUAL 5PAGIN6; 2' -0" O.G. MAX. Ix8 R5 T46 CEDAR SIDING EA. 51DE 1/2" GDX PLYWOOD WOOD BEAM RE: STRUGTURAL GORNER PEDESTAL. 50ALE: 1 1/2" = 1' - O" V 1�1►. ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com PAY QAQ ;9n; C) Q v0 (0 w W V0 C) 0 Z �- � Q Q Z0 Z Q � O Z U Do J O > O @COPYRIGHT Victor M ark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 DECK &GUARDRAIL DETAILS ML UNIT 13 AND 14 I I I I I I Y I I I I � I I I I _ I I I I NEW 2 LAYERS OF TYVEK I I I W.R.B., EA. 51DE I I I WEEP 5GREED I RE: DETAIL NOTES A6.1 PLA5HING W/ DRIP EDGE I I I RE: DETAIL NOTE5 A . NEW 2x4 R.S. CEDAR I I I TRIM I I I I I AT CORNER GOL'S TO ALLOW GAP FOR DRAINAGE I I I I I I FRAMING - NEW STUCCO 5Y5TEM EXISTING ,5" GONG. WALL NEW STUCCO SYSTEM GA51N6 BEAD d d a � C 4 a d 4 � d a a a d dd a � d d a a a � d d V = z NEW 2" STONE GAP BONDED TO METAL FLASHING W/ 2 -PART EPDXY FLA5HIN6 RE: DETAIL NOTES A6.1 CAULKING RE: NOTES ON SHEET AI.I CASINO BEAD NEW BITUTHENE OVER TOP OF WALL $ 6" DOWN ON 51DE5 OF TYVEK VEW 5TUGG0 5Y5TEM VEW 2" PLYWOOD 5HEATHIN6 VEW 2x10 TREATED WALL = RAMINO 2X PRESSURE TREATED 'LATE RE: STRUCTURAL �ONGRETE ANCHOR (TYR) RE: 5TRUCTURAL NEW 2 LAYERS OF TYVEK W.R.B. NEW �" PLYWOOD 5HEATHIN6 2 -2x6 (PRE55URE TREATED) RE: STRUCTURAL WEEP 50REED RE: DETAIL NOTES A6.1 FLA5HIN6 W/ DRIP EDGE RE: DETAIL NOTES A6.1 2x8 R5 CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE SGT. 7HRU GORNER PEDESTAL 50ALE: 11/2" = 1'- O" 11/411 r - -- ---- - - - - -- -------------------------------------- I Y V V I I I I - I i I 6.3 I I I I I I - - - - -- I I --------------------------- - - - - -J 3 THRU -BOLTS W/ HEAVY DUTY WASHERS, RE: STRUCTURAL I LINE OF NEW STONE GAP I I WOOD BEAM RE: STRUCTURAL I I I NEW 2x10 WALL FRAMING, A5 5HOWN (TYP.) NEW 2x6 FULL HT. RE: STRUCTURAL METAL BRACKET, RE: DETAIL 2x6 R.S. CEDAR TOP EA. 51DE 2x4 R.S. CEDAR BOTTOM CHORD EA. 51DE NEW 1/2" PLYWOOD 5HEATHING NEW 5TUGCO SYSTEM (TYP.) 1/2" VIA. CARRIAGE BOLT, EQUAL 5PAGIN6; 2' -0" O.G. MAX. Ix8 R5 T46 CEDAR SIDING EA. 51DE 1/2" GDX PLYWOOD WOOD BEAM RE: STRUGTURAL GORNER PEDESTAL. 50ALE: 1 1/2" = 1' - O" V 1�1►. ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com PAY QAQ ;9n; C) Q v0 (0 w W V0 C) 0 Z �- � Q Q Z0 Z Q � O Z U Do J O > O @COPYRIGHT Victor M ark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 DECK &GUARDRAIL DETAILS ML UNIT 13 AND 14 @COPYRIGHT Victor M ark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 DECK &GUARDRAIL DETAILS ML UNIT 13 AND 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL;�. By J Mondragon at 1:40 pm, Apr 17, 2013 V �. ON 1/2" DIA. THROUGH BOLT 1/2" DIA.x4" LAG BOLT 1/2" NUT W/ WASHER COUNTERSINK Ix8 R5 T$O CEDAR 3/8 $ 2x4 R.S. CEDAR BOTTOM " EQUAL 5PAGING; 2' -O" O.G. MAX. 2x6 R.S. CEDAR TOP SIDE HORIZONTAL 51DINO 5 2x6 R.5. CEDAR TOP EA. 51DE 8 CHORD EA. SIDE TOP 2x4 R.5. CEDAR BOTTOM CHORD T 2X4 R.5. CEDAR - - - -- --- - - - - -- -- - - - - -- - - - - -- - - -- -- - - - - - -- 6x6 R.5. BOTTOM CHORD EA. I � 1 /8" THK. STEEL "U" SHAPE CEDAR P05T I Ix8 R.5. T86 CEDAR BRACKET W/ 3 -q /I6" HOLE5 - — — — — — — — — — — — — — — HORIZONTAL 51DINO — — — — — — r1 - - - - - -- 1 tJ T 2X4 R.5. CEDAR I T - - - - I BOTTOM CHORD - 6x6 R.5. 1/2" COX PLYWOOD _ _ - - -� L — - - - - - -- L- - - - - -_ A6.5 CEDAR P05T I — Ix8 R5 T$O CEDAR I I I N ARCHITECTURE I HORIZONTAL SIDING - 6x6 R.S. 3 m PLANNING — — — 2x6 R.5. CEDAR TOP EA. SIDE 8 CEDAR P05T 51DE OPEN � — — — — — — — — — — — — — — — — — — — 2x4 R.S. CEDAR BOTTOM CHORD A6.3 I/2" m INTERIORS EA. 51DE BACK 5 3/4" FRONT 'i SINCE 1977 LINE OF RAILING 1/2" DIA. CARRIAGE BOLT W/ WASHER. GAP ABOVE 3 EQUAL 5PAGING; 2' -0" O.G. MAX. _ A6.3 GUARDRAIL SECoTION NEW EVERGRAIN' DECKING ARCHITECT S 2 : RE: EGK REQUIREMENTS SCALE 3 - CE O (a 9 0 W B E N C H MA R K ROAD AL 3 SUITE 207 RAILING DETAIL. 1 5GALE: 3" = 1' - O" BOX 5300 I/2" DIA. CARRIAGE BOLT W/ wASHER, I/2" DIA. CARRIAGE BOLT W/ VERIFY 2 VERTICALLY NG LINE OF RAILING WASHER. EQUAL 5PAGING AVON, C 0 81620 EQUAL 5PAGING; 2'-0" O.G. MAX. GAP ABOVE 3 1/2 DIA. CARRIAGE BOLT W/ WASHER, Ix8 R.5. CEDAR 2'-0" O.G. MAX. EQUAL 5PAGING; 2' -0" O.G. MAX. 5101NG A6.3 2x6 R.S. CEDAR TOP EA. SIDE 4 TYVEK, HOUSE WRAP % 2x6 R.5. CEDAR TOP EA. SIDE 2x6 R.5. CEDAR TOP EA. 51DE 2x4 R.S. CEDAR BOTTOM CHORD 9 I 0. 9 4 9. 5 2 0 0 82x4 R.5. CEDAR BOTTOM 82x4 R.S. CEDAR BOTTOM EA. 51DE CHORD EA. 51DE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CHORD EA. 51DE Ix8 R.S. CEDAR EXISTING CORNER II 51DINO FRAMING vmda@vmda.com Ix8 R.5. T$O CEDAR 1x8 R.5. T86 CEDAR HORIZONTAL SIDING HORIZONTAL SIDING 1/2" COX PLYWOOD --------- -- FAX 9 4 9 , 5 2 0 5 - - -- I I/ EXISTING 2 2; GUARDRAIL SEGTION- �-..°. I/2" COX PLYWOOD — — — — — — I/2 GDX PLYWOOD SHEATHING � ... --... �,. — — — Ix8 R.5. CEDAR 1x8 R.S. T8G CEDAR SIDING 2x2 5LEEPER5 4 5GALE: 3" = I' - o "' �� 4 1x8 R.S. T86 CEDAR / 2x2 CEDAR TRIM ! EXISTING SHEATHING HORIZONTAL 51DINO 2x6 R.5. CEDAR TOP EA. SIDE HORIZONTAL 51DINO 1x8 R.S. CEDAR 2x4 R.5. CEDAR BOTTOM CHORD INSIDE CORNER 2x6 R.S. CEDAR TOP EA. 51DE SIDING EA. 51DE TYVEK, HOUSE WRAP 1 TOIR 2x6 R.5. CEDAR TOP EA. 51DE 82x4 R.5. CEDAR BOTTOM NEW CEDAR 1x8 VARIES 82x4 R.S. CEDAR BOTTOM 1/2" 1/2" I /2" 1/2" CHORD EA. 51DE I/2" NUT W/ WASHER COUNTERSUNK CHANNEL LAP CHORD EA. SIDE 3/8" EQUAL 5PAGING; 2' -0" O.G. MAX. HORIZONTAL SIDING VERIFY 2x BLOCKING D 1/2" NUT W/ WASHER COUNTERSUNK ® 24" VERTICALLY NEW CEDAR Ix8 EQUAL 1/2" NUT W/ WASHER COUNTERSINK 515 ", EQUAL 5PAGIN6; 2' -0" O.G. MAX. i 2X2 BLOCKING CHANNEL LAP - 2x2 SLEEPERS HORIZONTAL SIDING NEW 2x8 R.S. EQUAL 5PAGING; 2' -0" O.G. MAX. I EXISTING WALL FRAMING 6x6 R5 CEDAR P05T 1/2 THROUGH BOLT W/ NUT „ , ` RAILING T I CEDAR OUTSIDE I I/2 EXTRUDED I I/2 EXTRUDED CORNER TRIM •- <�� ' � 4 FOAM INSULATION FOAM INSULATION D A ?\ � � A6.3 SCALE: 3" = 1' - O" SIDING INSIDE CORNER ------ s a I GUARDRAIL —i SECTON _ ........... .............................. SCALE: 11/2" 1' O" 21 I lu 50ALE: 5" = 1' - O" - I _ b FLASHING W/ DRIP EDGE NEW CEDAR 1x8 Cn NEW CEDAR Ix8 R.5. CHANNEL I RE: DETAIL NOTES A6.1 CHANNEL LAP w HORIZONTAL SIDING NEW STUCCO SYSTEM LAP HORIZONTAL SIDING ON I NEW CEDAR Ix8 R.S. CHANNEL > 2x2 FURRING 5LEEPER5 AT i LAP HORIZONTAL SIDING ON EXISTING SHEATHING EA. EXISTING STUD I 2x2 FURRING SLEEPERS AT NEW 2x8 R.S. CEDAR EXISTING HALL FRAMING can*,) ti EA. EXISTING STUD I WINDOW HEAD TRIM TYVEK, HOUSE WRAP i 0 Lo - TYVEK, HOUSE WRAP I TYVEK HOUSE WRAP; LAP O/ TYVEK HOU5EWRAP; rl� (0 BACK LEG OF FLASHING 8 CONT. CONT. AROUND CORNER 1 1/2 „ w EXTRUDED FOAM I BELOW NEW BELLY BAND d' 00 1 1/2 EXTRUDED FOAM I I INSULATION z EXISTING WALL I I NEW NEW 2x8 R.S. CEDAR FLASHING BELOW 0 INSULATION I EXISTING WALL I EXISTING SHEATHING WINDOW WINDOW JAMB TRIM __ 0 O I - EXISTING SHEATHING ” - -� EXISTING SHEATHING i 2x2 BLOCKING z QQ I EXISTING WALL 1 1/2 EXTRUDED FOAM I I/2 EXTRUDED FOAM 4cr. I INSULATION INSULATION I NEW 2x8 R.S. CEDAR 0 WINDOW SILL TRIM Q J CONT. NEW GALVANIZED �— PAINTED FLASHING W/ DRIP; FLASHING W./ DRIP FLASHING W/ DRIP EDGE U) O r SLOPE FOR DRAINAGE RE: DETAIL NOTES A6.1 — RE: DETAIL NOTES A6.1 O Q U I _ _ W J_ PLYWOOD ' L T 2x CONT BAND ROUGH TRIM OOD 2x CONT. BAND ROUGH TRIM EXISTING FLOOR FRA IN I T� Fo NINDON TRN SIDING OUTSIDE C,,ORNER � 0 TYVEK. HOUSE \/ K C) U-) SCALE: I I/2 I WRAP WRAP 2x12 R.5. CEDAR CONT BAND 2x12 FURRING STRIP 5GALE: I n I n 2xI2 R.5. CEDAR CONT BAND � a TRIM TRIM 2x12 R.S. CEDAR COW. O BELLY BAND TRIM I I I/2" EXTRUDED BACKER ROD 8 CAULK BACKER ROD 8 CAULK — I ANGLED CASING BEAD FOAM INSULATION 1 1/2" EXTRUDED NEW STUCCO SOFFIT i NEW STUCCO SOFFIT FOAM INSULATION 2" TOP AP 7" NEW STUCCO SYSTEM I -- NEW I I /2" EXTRUDED FOAM EXISTING HALL-------- ALL I I/2" EXTRUDED FOAM INSULATION EXTERIOR TRN EXTERI NOOD T I SCALE: 1 1/2" = 1' - O" 50ALE: 1 1/2" = 1' - O" i INSULATION poffl' - 51DINO SHALL OVERLAP STEP EXISTING 5HEATHING -� I FLASHING A MIN. OF 2" I i i ©COPYRIGHT I - 'TYVEK' HOU5E WRAP SHALL BE Victor Mark u, i Donaldson 2" ABOVE THE ROOF SURFACE Architects All Rights EXTERIOR � TRN PLACE NAILS HIGH, 50 NAILS � � Reserved _ ARE OVERLAPPED BY THE NEXT u, SCALE: 1 1/2" = 1' O° UP5LOPE STEP FLASHING a 1 5" EXISTING WALL FRAMING EXISTING WALL FRAMING EXISTING CONCRETE WALL / NEW TYVEK EXISTING PLYWOOD \ y NEW TYVEK NEW TYV HOUSE WRAP PLYWOOD EK HOUSE WRAP 1 ' 4/4/2013 HOUSE WRAP -------------- - - - - -- - - - - - -- -------------------------------- - - - - -- - - - - - -- I I/2" THICK EXTRUDED 1 i 1 1309 FOAM INSULATION 1 1/2" THICK EXTRUDED 1 1/2" THICK EXTRUDED FOAM INSULATION 17 GAUGE STUCCO LATH, FIBER REINFORCED FOAM INSULATION GUARDRAIL & 17 GAUGE STUCCO LATH, FIBER REINFORCED CEMENT 50RATCH 8 BROWN GOAT W/ NEW 1x8 CHANNEL CEMENT SCRATCH 8 BROWN GOAT W/ CRACK CONTROL MESH IN LEVELING GOAT. HORIZONTAL SIDINLAP R.S. NEW 2x2 FURRING G T ALL SIDING EXTERIOR WALL CRACK CONTROL MESH IN LEVELING GOAT. FINISH GOAT TO BE PRIMER W/ ACRYLIC, STUDS (AT FINISH GOAT TO BE PRIMER W/ ACRYLIC SWIRL FINISH. WALL5 ONLY) DETAILS 5WIRL FINISH. STEP FLASHING @ ROOF TO NA 1 A6.3 EXTERIOR NALL FINISHES. 14 5GALE: 11/2" = I' — O" UNIT 13 AND 14 50ALE: 1 1/2" = I' - O" " I I I GARAGE I EXISTING WALL EXISTING m SLAB 1 NEW GONT. PRESSURE — �� \��V ` TREATED 2x4 EXISTING \\ \\ \\ FOUNDATION WALL WINDOW SILL FLASHING C FOUNDATION 50ALE: 3" = 1' — O" PLYWOOD SHEATHING EXISTING 5HIM- Ok SPACE d z O PLYWOOD SHEATHING 1 1/2" EXTRUDED FOAM 1 1/2" EXTRUDED FOAM PLYWOOD SHEATH v z z EXISTING G.W.B. 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WALL 1 1/2" EXISTING FOAM INSULATION EXISTING GARAGE SLAB EXISTING L FOUNDATION WALL WINDOW FLASHING RE: DETAIL 2/A1.2 NEW 2x6 CEDAR @ WINDOW TRIM ONLY NEW CONT. PRESSURE TREATED 2x6 z FLASHING RE: DETAIL NOTES A(b.1 FIN. GRADE. ADD FILL TO ALLOW FOR P051TIV DRAINAGE AWAY FROM BUILDING TO CREST OF SLOPE AWAY AT I" PER 10" WINDOW SILL FLASHING 50ALE: 3" = 1'- O" EXISTING STONE GAP: REMOVE AND RE -SET IN MORTAR OVER METAL FLASHING MORTAR FLASHING RE: DETAIL NOTES A6.1 CAULKING RE: NOTES ON SHEET Al.l 0A51 NG BEAD EXISTING STUCCO SYSTEM: PATCH 4 RE- TEXTURE AS REQUIRED GARDEN WALL SCONE GAP 50ALE: I" = I' — O" Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VAIt By J Mondragon at 1:40 pm, Apr 17, 2013 1 1/2" EXTRUDED FOAM INSULATION NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM IF SHEATHING 15 NOT FLUSH W/ FOUNDATION WALL EXISTING WALL ---\ FRAMING EXISTING PLYWOOD PROVIDE LIOUID MEMBRANE OR CURED POLYURETHANE SEALANT EXISTING FOUNDATION WALL FOUNDATION WEEP SCREED RE: DETAIL NOTES A6.1 FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 FLASHING RE: DETAIL NOTES A6.1 HEN REINSTALLING EXI5TIN5 PAVERS, ;i EN5URE SLOPE OF PAVERS I /8" PER FOOT ;t - AWAY FROM EXISTING BUILDING WALL � `r EX15TINO GRADE SECJION THRU PAVERS 50ALE: 3" = 1' — O" G 5T0000 TALL NEW SCREED 3 A6.1 GARDEN WALL SEGTION SCALE: I" = 1' — O" EXISTING WALL i EX. 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SLOPE AWAY AT I" PER 10" 1/2 EX15TI q6 FOAM/� /� /� /� /��` /� \ /� /� /� /� FAMN01110 "M -1 50ALE: 3" = I' — O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com rnv AAA r_nnr_ ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 FLASHING &WALL DETAILS UNIT 13 AND 14 C) v0 Q w pp C) Z V0 0 Q z0 Z Q 0 Z � O �U J Q O > O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 FLASHING &WALL DETAILS UNIT 13 AND 14 'TYVEK' HOU5E WRAP OVER MTL FLASHING EX15TINO PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW Ix8 CHANNEL LAP HORIZONTAL 51DINO FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING - RE: DETAIL 2/A7.2 2x WINDOW TRIM - 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME WINDOW INSULATION WINDOW TRIM /CASING C.W.B. 'TYVEK' HOUSE E9. '2x41 WRAP V RAMING EXISTING UU PLYWOOD - - - - -- - -- NEWIxB CHANNEL - -- -- LAP HORIZONTAL SIDING NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION CAULKING 2x8 R.5. CEDAR WINDOW TRIM WINDOW GLAZING WINDOW FRAME BACKER ROD s CAULKING NEW WINDOW FLASHING — RE: DETAIL 2/A7.2 2x WINDOW TRIM; CHAMFER TOP 2x6 TREATED FURRING - AROUND WINDOW ROUGH OPENING CAULKING 'TYVEK' HOUSE WRAP; EXTEND TO TOP OF SHEATHING NEW I XS CHANNEL LAP WOOD 51DINC NEW 1 1/2" RIGID EXTRUDED_ FOAM INSULATION EXI5TIN6 PLYWOOD INSULATION EX. 2x4 WALL FRAMING - G.W.B. EXISTING - HEADER TRIM /GA51 NG NEW WINDOW UNIT SCREEN WIN. SILL BELOW SCREEN NEW WINDOW BACKER ROD 4 CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A7.2 ♦ up NEW WINDOW UNIT SCREEN SILL DAM - WOOD WINDOW SILL TRIM /CA51 NG G.W.B. INSULATION EX. 2x4 WALL i FRAMING WINDOW DETAIL @ SIDING SCALE: 3" = I' - O" 'TYVEK' HOUSE WRY" OVER MTL FLASHIt EXISTING PLYV NEW 11/2" RIGID EXTS FOAM IN5UL, NEW STUCCO 5Y5TD Ix4 VERTIGA SLEEPERS 24" O.0 CA51NO BEAD W/ WEEP 1/4 FLASHING W/ DRIP EDO RE: DETAIL NOTES AE NEW WINDOW FLA5HIM RE: DETAIL 2 /A7.. 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD V GAULKIN WINDOW FP WINDOW 6LA INSULATION HEAD TRIM /GA51 NC C.W.B.-7 V ' III TYVEK WRAP I I EXISTING PLYWOOD ~ - - - - -- - --------------- - - -- NEW 1 1/2" RIGID EXTRUDED FOAM -- °-- - °-- I NSULATI ON NEW STUCCO SYSTEM CASING BEAD BACKER ROD CAULKING 2x8 R.S. CEDAR WINDOW TRIM WINDOW 6LAZINC- WINDOW FRAME BACKER ROD 4 . CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A7.2 2x WINDOW TRIM; CHAMFER TOP 2x6 TREATED FURRING ARO WINDOW ROUGH OPEN BACKER ROD & GAULKINC CASING BEAD 'TYVEK' HOUSE WRAP; EXTEN TO TOP OF 5HEATHING NEW STUCCO 5Y5TEN NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD 15ULATION <. 2x4 WALL ZAMIN6 G.W.B. RIM /GA51N6 1 WINDOW :EEN WIN. SILL BELOW �__NEW_WINDOW 50REEN BACKER ROD 4 CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A7.2 W WINDOW T BEEN SILL DAM gOOP JINDOW SILL RIM /GA51NG .W.B. q5ULATION 'X. 2x4 WALL 'RAMIN6 NINDOA DETAIL STUGGO SCALE: 3" = I' - O" 'TYVEK' HOUSE WRAF OVER MTL FLASHING NEW 1 1/2" RIGID EX' FOAM IN5L NEW STUCCO 5Y5TEh CASING BEAD W/ WEEPS FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING RE: DETAIL 2/A7.2 2x8 WINDOW TRIM 2x8 FURRING AROUNE ROUGH OPENING BACKER ROD W CAULKING WINDOW FRAME WINDOW GLAZING Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL BY J Mondragon at 1:40 pm, Apr 17, 2013 EXI5TIN6 WALL FURRING NEW 1 1/2" EXTRUDED �161D OAM INSULATION 'TYVEK' IHOU5E WINDOW TRIM /CASING 6A.B.-I EXISTING &" GONG. FOUND. WALL WIN. SILL BELON NEW WINDOW SCREEN NEW STUCCO 5Y5TEM BACKER ROD CASINO BEAD 2x8 R.5. CEDAR WINDOW GAULKINC BACKER ROD CAULKING TRIM NEW WINDOW FLASHING RE: DETAIL 2/A7.2 WINDOW GLAZ I NO WINDOW FRAME BACKER ROD 4 GAULKINC NEW WINDOW FLA5HING RE: DETAIL 2/A7.2 2x WINDOW TRIM CHAMFER TOP 2x6 TREATED FURRING AROUND WINDOW ROUGH OPENING BACKER ROD $ CAULKING GA51 NO BEAD 'TYVEK' HOUSE WRAP OVER CA51NG BEAD NEW STUCCO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION FOUNDATION WEEP 50REED -� RE: DETAIL NOTES A6.1 26 GAUGE GALVANIZED SHEET METAL PAINTED FLASHING z EXISTING GRADE NEW WINDOW UNIT SCREEN SILL DAM EXISTING 5" GONG. FOUND. WALL SILL G.W.B. WALL RRING TRIM /GA51NG NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX. 2x4 WALL FRAMING 'TYVEK' HOUSE WRAP OVER MTL FLA5HIN6 EXISTING PLY NEW I I /2" RIGID EXTRUDED FOAN INSULATION NEW 1x8 CHANNI LAP HORIZONT� 51DIP FLA5HING W/ DRIP ED RE: DETAIL NOTES / NEW WINDOW FLASHING RE: DETAIL 2/A7.: 2x WINDOW TRIP 2x8 FURRING AROUNC ROUGH OPENING BACKER ROD CAULKI WINDOW FRA WINDOW CLAZ I' INSULATION TRIM /GA51NG G.W.B II\TI LTA 111101 TYVEK WRAP ING II II II �F -a AAA NEW WINDOW _ EXISTING 5GREEN PLYWOOD NEW Ix8 CHANNEL LAP HORIZONTAL ---- LL ----- -- SIDING NEW 1 1/2" RIGID EXTRUDED NEW WINDOW FOAM INSULATION BACKER ROD CAULKING CAULKING 2x8 R.5. CEDAR NEW WINDOW FLA5HING WINDOW TRIM RE: DETAIL 2/A7.2 WINDOW GLAZING WINDOW FRAME BACKER ROD CAULKING 2x WINDOW TRIM CHAMFER TOP 2x6 FURRING AROUND ROUGH OPENING NEW I XS CHANNEL LA WOOD 51DINO NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 'TYVEK' HOUSE WRAP; WRAP OVER METAL FLASHING, EXTEND TO TOP OF SHEATHING- EXISTING PLYWOOD FLASHING W/ DRIP ED63 RE: DETAIL NOTES A6 2x FURRIt NEW 2x12 R.5. CED/ DECORATIVE BAND /TR BACKER ROD 4 GAULKIP CASING SEAL, SULATION C. 2x4 WALL :AMINO, G.W.B. EXISTING HEADER TRIM /CASING 1EW WINDOW 'NIT 5GREEN L= L= WINDOW DETAIL @ SOUND. NISTUGGO INDOA DETAIL @ SOFFIT SCALE: 3" = I' - O" SCALE: 3" = 1' - O" ■ V NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com P A \/ A A A P A A P @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 WINDOW DETAILS 1 A7.1 UNIT 13 AND 14 Cn v0 Q d' Z W 00 T- oam00 Z Q Q � Z0 Z Q 0 Z �o �U 0 J Q O > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 4/4/2013 1: 1 1309 WINDOW DETAILS 1 A7.1 UNIT 13 AND 14 TIE -IN WITH HEATHER RESISTIVE BARRIER: I. INTEGRATE INSTALLATION OF HEATHER RESISTIVE BARRIER HI TH GRACE VYCOR PLUS TO FORM WATER -5HEDD I NG LAPS 2. RIPCORDOHA5 BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND /OR COORDINATION OF OTHER TRADES 3. SCORE AND FOLD HEATHER RF-515TIVE BARRIER ABOVE HEADER TO ALLOW FOR ORAGE VYGOR PLUS INSTALLATION 4. INSTALL GRACE VYGOR PLUS HEAD FLASH I NO UNDER HEATHER RESISTIVE BARRIER; MEGHANIGALLY FASTEN AS NECESSARY 5. FOLD HEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE ED6E5 WITH HEATHER RESISTIVE BARRIER TAPE OR GRACE VYGOR PLUS 0 MEGHANIGALLY FASTEN AS NEGE55ARY IN CORNERS THROUGH ORAGE VYGOR PLUS O GRACE ' VYCOR PLUS 4 0 WINDOW TRIM /CASING INSULATION G.W.B: P� I S\S1 SM VGRDE7-201 gP� 0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) EXTERIOR SHEATHING TOWN aF�� 0 By J Mondragon at 1:40 pm, Apr 17, 2013 FOLD UP HEATHER MEGHANIGALLY FASTEN AS NECESSARY RESISTIVE BARRIER AND TEMPORARIL IN CORNERS THROUGH GRAGE VYGOR -,OR SECURE PLUS; EXTEND UP 611 ABOVE FURRING. HEATHER RESISTIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENT5) SILL PLATE (5EE VGRDET -106 (�`� FOR OPTIONS) ��P 2 5� CORNER PATCH �P (RE: VCRDET -504 AS OPTION) O 0 NOTES: VYCOR PLUS A. VISIT GRAGECON5TRUCTION.COM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORDOCAN BE REMOVED FROM ORAGE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYGOR PLUS IN ORDER AS 5HOHN BY NUMBERS D. MECHANICALLY FASTEN AS NEGE55ARY E. DETAIL AL50 RELEVANT FOR GRACE VYCOR V40 AND VYGOR BUTYL DOOR FLASHING 50ALE: NOT TO 50ALE EX. 2x4 WALL FRAMING 'TYVEK' HOUSE WRAP EXISTING PLYWOOD - ----------------------------------- - - - - -- ---------------- - - - - -- NEW DOOR NEW 1 1/2" RIGID --- EXTRUDED FOAM AAA INSULATION NEW STUCCO 5Y5TEM CASING BEAD Ix8 R.S.yy WINDOW FLASHING BACKER ROD 4 CEDAR RE: DETAIL 2/A1.2 GAULKING WINDOW TRIM n JAMB ✓)!DOOR SCALE: 3' = Ib WINDOW TRIM /CA51 NG WIN. SILL BELOW TYVEK' HOUSE - NEW WINDOW wRAP 2x R.5. CEDAR WINDOW TRIM WIN. SILL BELOW BACKER ROD 4 CAULKING 2xb FURRING AROUND WINDOW ROUGH OPENING WINDOW JAMB =TYP. 50ALE: 3" = 1' -0" NEW WINDOW NEW TRACK FA57ENER5NEW 2x6 TRACK SHIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- G.W.B: 11.,.,/EK EX. 2x4 WALL FRAMING HOUSE WRAP EXISTING PLYWOOD------------------------------------ ------------ ----------------- -- 1/2" NEW STUCCO ------------------ 5Y5TEM --- NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION CASING BEAD BACKER ROD 4 2x8 R.S. CAULKING CEDAR TRIM NEW DOOR FLA5HIN6 Vt=. nt=TAII I /A-11) n. IAV= k L1CAn COVER TOP W/ METAL FLA5HIN6 ,�8 / TYVEK. O GRAGE VYGOR PLUS DO NOT FLASH OVER BOTTOM NA I L I NO FLANGE NEW DOOR TRACK ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.5. CEDAR CLADDING (RE: ELEVATION ON SHEET A. v NEW Ix4 DOOR STOP W/ WE/ TERMINATE 1/2" ABOVE PAV 2x8 R.S. CEDAR FIN. JAMB TRIM ------ - - - - -- ------------- - - - - -- - TERMINATE I/2" ABOVE PAVEMENT COVE BEAD SEALANT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT - 2x6 DOOR ROUGH >= L7AtvtI k_-/K1A11 CD GARAGE DOOR AME3 50ALE: 3" = 1' -0" 5 4 WINDOW FLASHING SIMILAR SILL DAM ZD SILL PLATE (RE: VGRDET -106 FOR OPTION B) 2 0 i GRACE VYGOR PLUS EXTEND DOWN TO BOTTOM OF 2x6 FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A1.2 (RE: VCRDET -504 FOR OPTION) NOTES: A. VISIT 6RA0EGON5TRUGTION.GOM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA 5HEET5 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. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR HEATHER RESISTIVE BARRIER REGUIREMENT5 AND INSTALL ORAGE VYCOR PLUS WITH HEATHER RESISTIVE BARRIER TO FORM HATER- 5HEDDIN6 LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYGOR BUTYL WINDOW FLASHING 50ALE: NOT TO 50ALE 2x(b FURRING AROUND ROUGH OPENING ' RIGID EXTRUDED FOAM INSULATION IN5TALL GRACE VYCOR, A5 5HOHN HERE AND ON DETILAL 1 $ 2 A-1.4 EX. 2x4 WALL FRAMING INSTALL Ixl 5TRIP AT SILL, FULL WIDTH) A5 DAM EX. 2x4 WALL FRAMING WINDOW SILL FLASHING 50ALE: NOT TO 50ALE U NIL 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 4/4/2013 1: 1 1309 WINDOW &DOOR DETAILS ULA7.2 UNIT 13 AND 14 Cn Mms 0 C011111 Q 0 Lo = w V � � 0 Z Z z0 Q Q 0 ZODU (j) W J Q LO O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 4/4/2013 1: 1 1309 WINDOW &DOOR DETAILS ULA7.2 UNIT 13 AND 14 3' -q II 13.1.E / 13.1.A lu 13.0.1 d s 13.1.M WOGD \ 13.I.B ry -g 13.1.H 13.1.G WOGD cn 3' -III 3' -711 J 13.2.A FIRST LEVEL WINDOWS 13.1.D O T BASEMENT LEVEL WINDOWS T r m r m IUI SECOND LEVEL W I NDONS te 3' -10" L* le 13.1.E 13.1.E 77 77- T N 0 m Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF UAIL ' BY J Mondragon at 1 A0 pm, Apr 17, 2013 3' -7" r m r m 13.2.D 51-101/21, ji 13.1.6 i 0 vQ 0 Lo i i 00 oV00 z��a / co / ()� / 0 ZODU U) W 0� J Q QC) > 13.0.1 d s 13.1.M WOGD \ 13.I.B ry -g 13.1.H 13.1.G WOGD cn 3' -III 3' -711 J 13.2.A FIRST LEVEL WINDOWS 13.1.D O T BASEMENT LEVEL WINDOWS T r m r m IUI SECOND LEVEL W I NDONS te 3' -10" L* le 13.1.E 13.1.E 77 77- T N 0 m Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF UAIL ' BY J Mondragon at 1 A0 pm, Apr 17, 2013 3' -7" r m r m 13.2.D 51-101/21, 3' -10 1/2" ELEVATIONS \lIEWED FROM EXTERIOR m ji 13.1.6 i 3' -10 1/2" ELEVATIONS \lIEWED FROM EXTERIOR m U I � � T 13.0.E 13.0.E 0 3' -1 1/2" 13.2.E 13.2.E T WOGD en UNIT# DOOR# UNIT# WINDOW# V 4.1.2 4.0.4 FLOOR LEVEL FLOOR LEVEL I ND I GATES CONTINUOUS FLASH I NO O/ HEADER, RE: DETAIL /A7.1 2' -10" V.I.F. V.I.F. 13.I.+i U I � � T 13.0.E 13.0.E 0 3' -1 1/2" 13.2.E 13.2.E T WOGD en UNIT# DOOR# UNIT# WINDOW# V 4.1.2 4.0.4 FLOOR LEVEL FLOOR LEVEL I ND I GATES CONTINUOUS FLASH I NO O/ HEADER, RE: DETAIL /A7.1 2' -10" V.I.F. V.I.F. r 13.1.1 13.1.2 FIRST LEVEL DOORS 01 11/2" 3,_8„ 11/211 1._q.. 1 L01 13.1.1 13.I.iG 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 TRAFEZO I D WINDOWS ND�I SEE R A L N 0 T E 5 � IN AGGORDANGE WITH 2012 IRG FOR 2 -UNIT BUILDINGS, ?AND 2012 IBG FOR 3 -UNIT BUILDINGS; I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 3. PERFORMANCE VALUES: U VALUE =.32 SHGG =.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESGAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPENABLE HEIGHT SHALL BE 24•• G. MINIMUM OPENABLE WIDTH SHALL BE 20 . 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 GLASS SHALL COMPLY WITH THEIR RESPECTIVE GODS. SAFETY GLAZING IS REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL GLASS IN TUBS AND SHOVJERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS WITHIN 24" OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE PIN. PLR. P. GLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. GONTRAGTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE GODS. (SEA SECTION 1013.8.1 OF THE 2012 IBC OR SECTION i?312.2.2 OF THE 2012 IRG) N � °� N I`11��YV � 1���� � �O1`l� 50ALE: 1/ 2" = I' - O" NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com 0 vQ 0 Lo �Z W� 00 oV00 z��a / co / ()� / 0 ZODU U) W 0� J Q QC) > 0 d■ / / / / / r 13.1.1 13.1.2 FIRST LEVEL DOORS 01 11/2" 3,_8„ 11/211 1._q.. 1 L01 13.1.1 13.I.iG 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 TRAFEZO I D WINDOWS ND�I SEE R A L N 0 T E 5 � IN AGGORDANGE WITH 2012 IRG FOR 2 -UNIT BUILDINGS, ?AND 2012 IBG FOR 3 -UNIT BUILDINGS; I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 3. PERFORMANCE VALUES: U VALUE =.32 SHGG =.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESGAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPENABLE HEIGHT SHALL BE 24•• G. MINIMUM OPENABLE WIDTH SHALL BE 20 . 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 GLASS SHALL COMPLY WITH THEIR RESPECTIVE GODS. SAFETY GLAZING IS REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL GLASS IN TUBS AND SHOVJERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS WITHIN 24" OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE PIN. PLR. P. GLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. GONTRAGTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE GODS. (SEA SECTION 1013.8.1 OF THE 2012 IBC OR SECTION i?312.2.2 OF THE 2012 IRG) N � °� N I`11��YV � 1���� � �O1`l� 50ALE: 1/ 2" = I' - O" NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com 0 vQ 0 Lo �Z W� 00 oV00 z��a / co / ()� / 0 ZODU U) W 0� J Q QC) > 0 d■ r 13.1.1 13.1.2 FIRST LEVEL DOORS 01 11/2" 3,_8„ 11/211 1._q.. 1 L01 13.1.1 13.I.iG 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 TRAFEZO I D WINDOWS ND�I SEE R A L N 0 T E 5 � IN AGGORDANGE WITH 2012 IRG FOR 2 -UNIT BUILDINGS, ?AND 2012 IBG FOR 3 -UNIT BUILDINGS; I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 3. PERFORMANCE VALUES: U VALUE =.32 SHGG =.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESGAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPENABLE HEIGHT SHALL BE 24•• G. MINIMUM OPENABLE WIDTH SHALL BE 20 . 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 GLASS SHALL COMPLY WITH THEIR RESPECTIVE GODS. SAFETY GLAZING IS REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL GLASS IN TUBS AND SHOVJERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS WITHIN 24" OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE PIN. PLR. P. GLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. GONTRAGTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE GODS. (SEA SECTION 1013.8.1 OF THE 2012 IBC OR SECTION i?312.2.2 OF THE 2012 IRG) N � °� N I`11��YV � 1���� � �O1`l� 50ALE: 1/ 2" = I' - O" NIL 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 4/4/2013 1: 1 1309 UNIT 13 WINDOW & DOOR ELEVATIONS A7.3 UNIT 13 AND 14 0 vQ 0 Lo �Z W� 00 oV00 z��a z co ()� 0 ZODU U) W 0� J Q QC) > 0 d■ @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 4/4/2013 1: 1 1309 UNIT 13 WINDOW & DOOR ELEVATIONS A7.3 UNIT 13 AND 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN Of VAIL By J Mondragon at 1:40 pm, Apr 17, 2013 UNIT# DOOR# UNIT# WINDOW# V � ON 4.1.2 4.0.A ELEVATIONS VIEWED F80M EXTERIOR FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL /A7.1 3' -4" 2' -8" 2' -10" 2' -111 V.I.F. ARCHITECTURE PLANNING INTERIORS SINCE 1977 ARCH I T E C T S WOGD WOGD , \ 14.2.E / 90 W BENCHMARK ROAD SUITE 207 � BOX 14.2.E 14.2.G / WOGD 14.2.E 1 4.2.E v 5 3 0 0 AVON, CO 81620 970.949.5200 14.1.1 14.1.2 vmda @vmda.com SECOND LEVEL WINDOWS FIRST LEVEL DOORS FAX 949.5205 V1 TOR r X 3 -Q' 3 -a 11/211 3,_8„ 1 I A/ I,_q„ ; — — — — — — — — — — — — — — — — — — — — cn cn � 2' -5" 14. I .H 14.1.0 � � 14. I .J L/-- IL m Cn 14.I.K 14.1.1 NOTES: ° EXACT SIZE LOCATION IN � Q FIELD -MATCH EXISTING. 0 � j m 14.I.B 14.1.,4 14.I.D 14.I.G 14.1.E m - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS LLJ 00 v0o z 14.1.E N D 0 0ENERAL N 0 TE 5 Q �< m / M ° 0 WOGD WOGD WoGD WOGD WO= 06. J N ACCORDANCE WITH 2012 18C FOR 2 -UNIT BU I LD I NOS, AND 2012 1 BC U) 0 FOR 5-UNIT BU I LD I N Z Q° 0 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAO LE OR EQUAL WOOD FRAME A/ � Q METAL GLAD EXTERIOR. COLOR BROWN. 44:%: C) > 2. C LAZ I NC : CARDINAL LOW ''E 366'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE =.32 SHOO =.20 FIRST LEVEL WINDOWS 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE O OPERABLE ESGAPE WINDOW MEETI NC THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NC OF 5.1 SQUARE FEET. B. MINIMUM OPENABLE HE I O HT SHALL BE 24" r-,. MINI MUM OPENABLE W 1 DTH SHALL BE 20" D. THE SILL MUST BE NO MORE THAN 44'' ABOVE THE FLOOR. 2' -0 1/2° 5. SAFETY C LAZ I NC SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND CLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY O LAZ I NO 15 REaU I RED AT: A. STORM DOORS ©COP Victor ark Donaldson B. FIXED AND SL I D I NC PANELS OF SL I D I NC DOOR ASSEMBLIES. Architects / / G. AT ALL SHOWER AND TUB DOORS Rleserrved / / m D. ALL CLASS IN TUBS AND SHOWERS LESS THAN 60'' ABOVE / THE STAND I NC SURFACE OF THE TUB. / ° o E. C LAZ I NC ADJACENT TO A DOOR WHERE THE C LAZ I NC 15 m 14.O.B 14.O.G WITHIN 24" OF EITHER EDO E OF THE DOOR AND 15 LESS THAN 60 ABOVE FIN. FLR. F. CLASS WITHIN 18'' of THE FLOOR. 1 4/4/2013 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. . \ -7. CONTRACTOR TO VER 1 FY ROUC H OPEN 1 NC S FOR W 1 NDOW S 1 ZES. I I 1309 \ 5. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER \ REPRESENTATIVE P81 OR TO ORDERI NC . UNIT 14 Ir-1. PROVIDE ADD FOR <"rNAR FINISH FOR ALL EXTERIOR WINDOWS. WINDOW & DOOR 10. "WOCD'' - WINDOW OPEN I NO CONTROL DEVICES SHALL COMPLY A I TH THEIR RESPECTIVE ELEVATIONS 14.0.1 CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC, OR SECTION 8312.2.2 OF THE 2012 IRC,) BASD -1ENT LEVEL WINDOWS — — 1 UNIT =14 WINDOW DOOR ELEVATIONS A7.4 1 50ALE: 1/ 2" = 1' - O" UNIT 13 AND 14 0 N V 01 t3 O C9 �_ Q :�± V C _� Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) AWN OF VAIL By J Mondragon at 1:41 pm, Apr 17, 2013 NEW STEEL BEAM RE: PLAN 314" SHIM AND GRC RAILING POST RE: ARCH. (2) -112" 0 BOLT; WITH HEAVY W. AND LOCKNUT NEW 2X10 LEDC��1. FASTEN TO EXISTING EDGE BEAM WITH (2)- SIMPSON' SAS 25300 SCREWS AT V -4" IF BEAM BEARS ON WALL IF BEAM CAN NOT BEAR ON WALL SECTION 13 314" 0 X 4" (EMBED) EXPANSION ANCHOR WITH SLOTTED HOLE IN BEAM— PROVIDED BEAM BEARS 6" (MIN.) ON WALL EXISTING CONCRETE WALL L6X4X5116 WITH (3) -314" 0 X 5" (EMBED) EXPANSION ANCHORS EXISTING CONCRETE WALL SECTION 14 3/4"= 1" -01" EXISTING TJI AND 1" RIM EXISTING FLOOR — SHEATHING EXISTING CONCRETE WALL SECTION 15 314" = 1' -0" EXISTING FLOOR SHEATHING EXISTING FLOOR FRAMING (VERIFY) REMOVE EXISTING ' (2) -2X6 AND REPLACE WITH (2) -2X8 AT 1'4' (EACH SIDE, EACH EXISTING JOIST) (FASTEN WITH 3" SIMPSON SDS SCREWS TOP AND BOTTOM AT 8" EXISTING WOOD ' STUD BEARING WALL SECTION 16 314"= 1' -0" K ' ERIFY) L-Aio woo ut-L.K EDGE FRAMING (VERIFY MIN. OF (2) -2X10 (3) -314" 0 THRU —BOLTS (2) -314" 0 X 5" (EMBED) EXPANSION ANCHORS L6X4X5116 X 2' -0" (COPE AS REQUIRED) /—EXISTING WOOD STUD BEARING WALL 314" T &G PLYWOOD SHEATHING RAILING POST RE: 14150.1 SIMPSON L90 ( (1) -SIDE EACH JOIST) NEW (3) -2X8 RE: PLAN REMOVE AND REPLACE BLOCKING AND SHIMS AS REQUIRED NOTE: JOISTS AND DECKING OMITTED EXISTING RIM1 NEW 2X12 LE DECKING RE 2X4 TOP PLA RE: PLAN NEW STEEL WITH SOLID I RE: PLAN SIMPSON LU: NEW JOIST F ►141iS 3r NEW 2X8. RE: PLAN NEW (3)2X RE: PLAN SIMPSON L90 EACH SIDE AT 1' STAGGER SECTION 9 314" = V-0" 2X4 TOP PLATE WITH 112" 0 BOLTS AT 2' -8" STAGGER PACK OUT WEB RE: PLAN NEW STEEL BEAM RE: PLAN 114" X 3" X 6" PLATE EACH SIDE WITH (2) -112" 0 THRU -BOLTS SECTION 10 3/4"= V-0' nrr+vi"i 1 or. n orris 2X4 TOP PLATE WITH 112" 0 BOLTS AT 2-6" STAGGER 2X10 + 318' PLYWOOD BLOCKING EACH SIDE WITH (2) -112" 0 BOLT AT 2' -8" f NEW STEEL BEAM — RE: PLAN SIMPSON LU210 HAN NEW JOIST RE: PLAN SECTION 11 314" = 1 " -0 "" SECTION 12 3/4"= 1" -0" ATE L_Aw i m� vvavvr�L_ i L. FOUNDATION WALL RE: PLAN EXISTING TJI RIM EXISTING 1" RIM (VERIFY) NEW 2X10 LEDGER RE: PLAN NEW DECKING RE: ARCH'. NEW WOOD BEAM RE: PLAN NEW JOIST RE: PLAN SIMPSON 'U26 HANGER (TYP.) EXISTING CONCRETE FOUNDATION WALL EXISTING (2)— L3X3X114 X 6" (CONFIRM ACCEPTABILITY TO REUSE) EXISTING CONCRETE WALL RE: PLAN EXISTING TJI AND 1" RIM EXISTING FLOOR — SHEATHING EXISTING CONCRETE WALL SIMPSON CB POST SASE SECTION 5 314" = 1' -0" EXISTING FLOOR SHEATHING �� ,, .. ,� ARCH. SECTION 6 314" = 1" -0" %N TS (3) -112" 0 THRU -BOLTS co (2) -314" 0 X 5" (EMBED) EXPANSION ANCHORS L6X4X5116 X 2' -0" (COPE AS REQUIRED) SECTION 7 3/4"= V -0" SECTION 8 3/4"= V -0" WOOD COLUMN RE: PLAN (3)—#3 TIES AT 3" #3 TIE AT MID- HEIGHT (4)-#5 X 8" RE: PLAN NEW SHEATHING RE: ARCH, NEW SIMPSON LU26 HANGER EXISTING STEEL BEAM W %TH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH. NEW SIMPSON LU26 HANGER EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH. NEW JOIST RE: PLAN — STEEL PLATE RE: PLAN — THRU —BOLT WITH HEAVY WASHER RE: PLAN (2) -112" 0 BOLTS WITH HEAVY WASHER AND LOCKNUTS PROVIDE AND REPLACE EXISTING BLOCKING AS REQUIRED EXISTING SHEATHING ON EXISTING JOISTS TO REMAIN EXISTING WOOD STUD BEARING WALL PROVIDE 2 112" MIN. BEARING FOR NEW JOISTS ON EXISTING WALL SECTION 1 314" = V-0" EXISTING FLOOR — SHEATHING EXISTING EXTERIOR WALL EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS SECTION 314" = V-0" EXISTING EXTERIOR WALL EXISTING FLOOR SHEATHING 10003 EXISTING STEEL BEAM WITH WOOD 10" BLOCKING SECTION 3 314" = 1' -0 " SECTION 4 ARCH tE: ARCH. F-AIQ 1 iivv o 1 �_F_L uEAM WITH WOOD BLOCKING �F r s� I Monroe & Newell Engineers, Inc. Avon P.O. Box 15917 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX ( 970) 949 -4054 EMAIL avon @hmonroe- newell,com Denver 1400 Glenarm Place. Suite 1011 Denver, Colorado 90202 (303) 623 -4927 FAX (303) 623 -6602 EMAIL denverornonroe- newell -coin .,���ell�ct +aaara N1ALD Kl1 Date 03 -0413 Drawn By WKS d O PM oa 9020 Lo r_j u V z 0 < © LL 0 z O 0 Q __j O cn V < u 10 0 LAD M Date 03 -0413 Drawn By WKS Checked By PM Project No. 9020 Revisions S001 DETAILS EXISTING CONCRETE WALL i i 2X6 X FULL HEIGHT WITH 112 "o X 4" EMBED EPDXY ANCHORS AT 4' -0" 2X10 X 3' -0" BOLTED TO INSIDE EXISTING WALL WITH (2) -314 "o X 4" (EMBED) EXPANSION ANCHORS i 1 i i I 112" PLYWOOD SHEATHING (TYPICAL) (2) -2X6 X FULL HEIGHT WITH 112 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL �I c� a (2) -2X6 X FULL HEIGHT WITH 112 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL 2X10 (VERTICAL) CUT TO 8" PROVIDE 8 DTTOM PLATE OF (2) -2X10 AT CONCRETE WALL (VERTICAL) BOLTED TO END OF CONCRETE WALL WIT (2) -314 "o X4" EMBED EXPANSION 2X10 VERTICAL AS SHOWN ANCHORS RE: ARCH NOTES: 1.) PROVIDE 2X10 TOP AND BOTTOM PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITH IN 2' -0' OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. NEW WALL ADDITION AT CONCRETE WALL 314" = 1'-0 112' PLYWOOD SHEATHING TYPICAL) (2) -2X6 X FULL HEIGHT WITH (2) -112" 0 THRU -BOLTS WITH HEAVY WASHERS v a ts.i Ce 2X10 (VERTICAL) CUT TO 8" AT WOOD BEAMS (TYP.) NOTES: 1.) PROVIDE 2X10 TOP AND BOTTOM PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITHIN 24" OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. NEW WALL ADDITION AT WOOD FRAMING 314" =1' -0" r 1 / 1, L `T �I \ \ I f I I � I J �I I li 'I I I i i II I} i- I � I ! I i i I I I I I I � I I II, k I I I I I j C0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO W Up�i By J Mondragon at 1:41 pm, Apr 17, 2013 I I NOTE - CROSS HATCHED AREA OF DECK HAVE BEEN ADDED AND EXISTING I DOCUMENTATION IS NOT AVAILABLE. PROVIDE NEW FRAMING TO RE -USE FOUNDATIONS IF PRESENT AND RE- USEABLE. GENERAL CRITERIA FOR FRAMING TO BE: 1.) AL L LUMBER WITHIN 1' -0' OF GRADE. TO BE TREATED. 2.) JOIST LESS THAN 9' -0' TO BE 2X10 AT 1' -4'. JOIST GREATER THAN 9' -0" AND LESS THAN 11'-0' TO BE 2X10 AT V -0' 3.) JOIST GREATER THAN 11' 70" AND LESS THAN 13' -0" TO BE 2X10 AT 8 "- - 4.) INTERIOR BEAMS WITH 6'-0" SPAN TO BE (3}-2X10 AND EXTERIOR BEAMS WITH 8' -0' SPAN TO BE (3) -2X10. 5.) FOOTING TO BE T -T X 3' -0" X 1' -0' WITH (3)-#5 WITH V -0" X V -0" PILASTER WITH (4)-#5 VERTICAL AND (3)-#3 TIES AT 0' -0" 6.) STEPS TO GRADE TO BE 2X12 STRINGERS WITH 12X12 TREADS ON 3' -0" WIDE CONCRETE PAD. CONCRETE PAD TO BE 4" WITH V -0" THICKENED EDGE REINFORCED WITH #4 AT V -0" EACH WAY I I i i i r i —Z—L �I I I I 1 17� I EXISTING FLOOR JOIST (SHORE, CUT -OFF AND HANGER j s FROM NEW HEA 15 S0.1 t I 1 Ij NEW 2X10 RIM JOIST- FASTEN TO EXISTING WITH (3)- SIMPSON SDS 25 300 SCREWS AT 1' -0' EXISTING 2X10 RIM JOIST_ —\ (CONFIRM CONDITION AND WE IN PLACE) 2X10 AT VA' (3) -2X10 2X10 AT 1' -0" �� I LEA - u ---------------- -------- ri (2) -2X10 1 � I j r I I I j 1 I f .1 { C� a 10 ) WM W X Q z w z XZ ///A NEW WALL ADDITION RE: DETAIL AT WOOD FRAMING FOR ADDITIONAL INFORMATION 5 50.1 F Monroe & Newell Engineers, Inc. Avon P.O Box 1507 70 Benchmark Road. Suite 204 Avon. Colorado 131620 (970) 949 -7769 FAX (970) 949 - 405.1 EMAIL avonCa)monroe -newel I.c(, m Denver 1400 Glenarm Place. Suite 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 FMArL denverCa monroe.- neweil.com F .rr u� Date r.. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO W Up�i By J Mondragon at 1:41 pm, Apr 17, 2013 I I NOTE - CROSS HATCHED AREA OF DECK HAVE BEEN ADDED AND EXISTING I DOCUMENTATION IS NOT AVAILABLE. PROVIDE NEW FRAMING TO RE -USE FOUNDATIONS IF PRESENT AND RE- USEABLE. GENERAL CRITERIA FOR FRAMING TO BE: 1.) AL L LUMBER WITHIN 1' -0' OF GRADE. TO BE TREATED. 2.) JOIST LESS THAN 9' -0' TO BE 2X10 AT 1' -4'. JOIST GREATER THAN 9' -0" AND LESS THAN 11'-0' TO BE 2X10 AT V -0' 3.) JOIST GREATER THAN 11' 70" AND LESS THAN 13' -0" TO BE 2X10 AT 8 "- - 4.) INTERIOR BEAMS WITH 6'-0" SPAN TO BE (3}-2X10 AND EXTERIOR BEAMS WITH 8' -0' SPAN TO BE (3) -2X10. 5.) FOOTING TO BE T -T X 3' -0" X 1' -0' WITH (3)-#5 WITH V -0" X V -0" PILASTER WITH (4)-#5 VERTICAL AND (3)-#3 TIES AT 0' -0" 6.) STEPS TO GRADE TO BE 2X12 STRINGERS WITH 12X12 TREADS ON 3' -0" WIDE CONCRETE PAD. CONCRETE PAD TO BE 4" WITH V -0" THICKENED EDGE REINFORCED WITH #4 AT V -0" EACH WAY I I i i i r i —Z—L �I I I I 1 17� I EXISTING FLOOR JOIST (SHORE, CUT -OFF AND HANGER j s FROM NEW HEA 15 S0.1 t I 1 Ij NEW 2X10 RIM JOIST- FASTEN TO EXISTING WITH (3)- SIMPSON SDS 25 300 SCREWS AT 1' -0' EXISTING 2X10 RIM JOIST_ —\ (CONFIRM CONDITION AND WE IN PLACE) 2X10 AT VA' (3) -2X10 2X10 AT 1' -0" �� I LEA - u ---------------- -------- ri (2) -2X10 1 � I j r I I I j 1 I f .1 { C� a 10 ) WM W X Q z w z XZ ///A NEW WALL ADDITION RE: DETAIL AT WOOD FRAMING FOR ADDITIONAL INFORMATION 5 50.1 F Monroe & Newell Engineers, Inc. Avon P.O Box 1507 70 Benchmark Road. Suite 204 Avon. Colorado 131620 (970) 949 -7769 FAX (970) 949 - 405.1 EMAIL avonCa)monroe -newel I.c(, m Denver 1400 Glenarm Place. Suite 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 FMArL denverCa monroe.- neweil.com F .rr u� Date 1 0 WKS r try Q U-) 9020 Revisions �I I I I 1 17� I EXISTING FLOOR JOIST (SHORE, CUT -OFF AND HANGER j s FROM NEW HEA 15 S0.1 t I 1 Ij NEW 2X10 RIM JOIST- FASTEN TO EXISTING WITH (3)- SIMPSON SDS 25 300 SCREWS AT 1' -0' EXISTING 2X10 RIM JOIST_ —\ (CONFIRM CONDITION AND WE IN PLACE) 2X10 AT VA' (3) -2X10 2X10 AT 1' -0" �� I LEA - u ---------------- -------- ri (2) -2X10 1 � I j r I I I j 1 I f .1 { C� a 10 ) WM W X Q z w z XZ ///A NEW WALL ADDITION RE: DETAIL AT WOOD FRAMING FOR ADDITIONAL INFORMATION 5 50.1 F Monroe & Newell Engineers, Inc. Avon P.O Box 1507 70 Benchmark Road. Suite 204 Avon. Colorado 131620 (970) 949 -7769 FAX (970) 949 - 405.1 EMAIL avonCa)monroe -newel I.c(, m Denver 1400 Glenarm Place. Suite 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 FMArL denverCa monroe.- neweil.com F .rr u� Simi UNITS 13,14 Date 1 0 WKS r try Q U-) 9020 Revisions Cfl � w � 00 Z m 4 a J Q 00-00 ci. w J Q Q000 < Q Lo M 0 0— Simi UNITS 13,14 Date 03 -04 -13 Drawn By WKS Checked By PM Project No. 9020 Revisions Simi UNITS 13,14