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Home My WebLink AboutB13-0020 Potato Patch Club Units 5-6 PLANS APPROVEDIV E $1001 -011 ELEVATION REFERENCE 2 X V3 XX.X 1 ELEVATION SYMBOLS 4 QREVISION SYMBOL X DETAIL OR PLAN ENLARGEMENT I I 1 OWINDOW REFERENCE 30X 70 WINDOW / DOOR SIZE (FT. IN) ODOOR REFERENCE T xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYP 14 WELD SYMBOL DRAINAGE FLOW DESIGNATION XX ELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.,4 FLOOR LEVEL FLOOR LEVEL EXTERIOR REMODEL POTATO PATCH CLUB, UNIT 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV EARTH LB �EYWOOD AFF ABOVE FINISHED FLOOR LT (PL /OSB) AFG GRAVEL / DRAINAGE LTL WOOD- FINISH a ° CONCRETE LVR WOOD -ROUGH ACT STUCCO / EIF5 or MH WOOD - BLOCKING ADJ GYPSUM WALL BOARD MFR MANUFACTURER Wwm GATT INSULATION Enk�j� ( HAKE SHINGLES ASPHALT) AL ALUMINUM MATERIAL RI61D INSULATION MAX (ERAMICE/ SLATE) APPROX APPROXIMATELY MEGH MECHANICAL ADA MASONRY MG STONE VENEER (DRY A/G AIR CONDITIONING MMB STACK) ARCH STEEL/ METAL MTL STONE VENEER (GROUTED) 55MT METAL DECKING @ HEAVY TIMBER BR6 METAL STUDS ® or ® ENGINEERED WOOD BF6 BELOW FINISHED GRADE MM GLAZING / MIRROR $1001 -011 ELEVATION REFERENCE 2 X V3 XX.X 1 ELEVATION SYMBOLS 4 QREVISION SYMBOL X DETAIL OR PLAN ENLARGEMENT I I 1 OWINDOW REFERENCE 30X 70 WINDOW / DOOR SIZE (FT. IN) ODOOR REFERENCE T xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYP 14 WELD SYMBOL DRAINAGE FLOW DESIGNATION XX ELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.,4 FLOOR LEVEL FLOOR LEVEL EXTERIOR REMODEL POTATO PATCH CLUB, UNIT 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFG ABOVE FINISHED GRADE LTL LINTEL AP ACCESS PANEL LVR LOUVER ACT ACOUSTICAL CEILING TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING AL ALUMINUM MATL MATERIAL O MAX MAX IMUM APPROX APPROXIMATELY MEGH MECHANICAL ADA AMERICAN DISABILITY ACT MG MEDICINE CABINET A/G AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL 55MT BASEMENT M METER BR6 BEARING MW MICROWAVE BF6 BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK M150 MISCELLANEOUS BLK6 BLOCKING MR MOISTURE RE515TANT BD BOARD MULL MULLION NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BL06 BUILDING N NORTH OPT CARPET NIG NOT IN CONTRACT 05MT CASEMENT NT5 NOT TO SCALE GIP CAST IN PLACE O.G. ON GENTER CLG CEILING OPG OPENING GTR CENTER OPP OPP051TE OT CERAMIC TILE OPH OPP051TE HAND GLR CLEARANCE 05B ORIENTED STRAND BOARD GOL COLUMN OD OUT5IDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MA50NRY UNIT (P) PAINT G CONDUIT PR PAIR GON5T CONSTRUCTION PKN6 PARKING GONT CONTINUOUS P\/MT PAVEMENT OJT CONTROL JOINT PEP PEDESTAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRESSURE TREATED DIM DIMENSION P5F POUNDS PER SQUARE FOOT DW 015H WASHER P51 POUNDS PER SQUARE INCH DR DOOR PG PRE -GA5T DWG DRAWIN6 PROP PROPERTY QT QUARRY TILE DF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST 1E° REFER TO ELEG ELECTRICAL REF REFERENCE NC ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORGIN6 EMER EMERGENCY READ REQUIRED EO EQUAL RE5 RESILIENT EGUIV EQUIVALENT REV REV15ION EXH EXHAUST RH RIGHT HAND EXG EXISTING R RI5ER EXP EXPANSION R$5 ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN RF6 ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FIN15H RO ROU GH OPENING FOM FACE OF MASONRY 5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY SEWER FIN FL FIN15H FLOOR ELEVATION (5) SEALANT FE FIRE EXTINGUISHER 5HT SHEET FDC FIRE DEPARTMENT CONNECTION 5HTG 5HEATHIN6 FHG FIRE H05E CONNECTION 5M SHEET METAL FEG FIRE EXTINGUISHER CABINET SIM SIMILAR FPL FIREPLACE 5PM SINGLE PLY MEMBRANE FP FIREPROOFING 5G 50LID GORE FL6 FLASHING 5 SOUTH FLR FLOOR SPEC 5PEGIFIGATION5 FD FLOOR DRAIN 50. FT. SQUARE FEET 55TL 5TAINLE55 STEEL FTG FOOTING STD STANDARD FND FOUNDATION 5T SELF- TAPPING FBO FURNISHED BY OTHERS 5TL STEEL FUR FURRING 5D 5TORM DRAIN / SMOKE GA GAGE, GAUGE DETECTOR GALV GALVANIZED 5TR STRINGER 6D GARBAGE DISPOSAL 5TRUG STRUCTURAL GG GENERAL CONTRACTOR 5W 5WITGH CLAM 6LULAM LAMINATED BEAM 5YM SYMMETRICAL 6L GLASS, GLAZING TEL TELEPHONE 65 GRAB BAR N TELEVISION GNP GROUND THK THICKNE55 THR THRESHOLD 6WB GYPSUM WALL BOARD TBD TO BE DETERMINED HGR HANGER T46 TONGUE AND GROOVE HON HARDWARE T05 TOP OF SLAB HDR HEADER T5L TOP OF STEEL HT6 HEATING TOW TOP OF WALL HVAG HEATING/VENTILATING/ AIR TB TOWEL BAR CONDITIONING TR TRANSOM HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND INGL INCLUDED UL UNDERWRITERS LA5RATORIE5 ID IN51DE DIAMETER UNO UNLE55 NOTED OTHERWISE IBG INSTALLED BY CONTRACTOR `B VAPOR BARRIER LBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VERSALAM TNT INTERIOR ART VERTICAL JT JOINT VGT VINYL GOMP051TION TILE J5T JOIST V VOLTS JG JANITOR'S CLOSET W/D WASHER / DRYER KIT KITCHEN WG WATER GL05ET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC LAV LAVATORY W WIDTH / WATTS / WE5T LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW yy/ WITH NO WITHOUT WP WOOD AP WATERPROOF / WEATHERPROOF SEE PROJECT aM��MROLI� I = REQUIREMENTS MANUAL FOR ADDITIONAL 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE 4 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 4 UTILITY LOCATIONS ON51TE PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/ SUBCONTRACTS. 02. NOTIFY ARCHITECT OF ANY CONFLICTS OR D15CREPANCIE5 IN THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EXISTING FIELD CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN ANY AFFECTED AREA OF WORK. 04. PLAN DIMENSIONS ARE TO FAGE -OF- FRAMING OR FAGE- OF- GONGRETE UNLE55 NOTED OTHERWISE. GRO55- 5EGTION 4 VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLE55 NOTED OTHERWISE. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR 4 CEILING GAVITIE5 FOR MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR MANUFAGTURER/IN5TALLATION INSTRUCTION WHETHER SHOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. 06. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 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. 07. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 5AT15FYINO ALL APPLICABLE CODES $ OBTAINING ALL PERMITS 4 REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RELEVANT CODES GOVERNING 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 WHIGH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. Oq. ALL NEW 4 REMODEL (WHETHER ENGINEERED OR DESIGN- BUILD) ELECTRICAL, PLUMBING # FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN AGGORDANGE WITH ALL REQUIREMENTS OF ALL CURRENT CODE $ REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY & OTHER AGENCIES HAYING JURI5DICTION, INCLUDING ALL AMENDMENTS THERETO. 10. SUBSTITUTIONS 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 $ HI5 SUBCONTRACTORS, VENDORS # WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 12. GENERAL CONTRACTOR 4 ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / INTERIOR DESIGNERS, STRUCTURAL, ELECTRICAL, PLUMBING & ANY /ALL OTHER SPECIALTY CON5ULTANT/EN6INEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE 5PEGIFIGATION5 FOR ALL MATERIALS USED ON THI5 PROJECT. IF THERE ARE ANY CONFLICTS OR OMISSION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RESOLVE THE ISSUE. 13. AS A PART OF PROJECT GLO5E -OUT, THE CONTRACTOR SHALL FURNI5H TO THE OWNER ALL WRITTEN 4 GRAPHIC MATERIALS FOR ANY $ ALL EQUIPMENT, APPLIANCES, HARDWARE 4 SYSTEMS INCLUDING WARRANTIE5, INSTRUCTION MANUALS, INSTALLERS $ MANUFACTURERS NAME S 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 REQUE5T5 FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARGHITEGT +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 PRESCRIBED HEREIN. CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROP05ED SUBMITTAL LOG WITH ALL DATES NOTED. ARCHITECT SHALL REVIEW 4 REPLY TO EACH SUBMITTAL WITHIN 7 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON- CONFORMANGE, ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ALTERNATELY IF ALL THE ITEMS SPECIFIED MATERIALS L15TED HEREIN ARE BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS L15T AND PURCHASE L15T DEMONSTRATING THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF SUBMITTALS. 169. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED PROTECTED TO A55URE A WEATHER - RESISTANT EXTERIOR ENVELOPE ASSEMBLY. SEE PROJECT j ;oar IONS. REQUIREMENTS MANUAL FOR ADDITIONAL 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- GORRO51VE ROOFING NAILS OR 5TAPLF-5 SPACED APPROXIMATELY 5" ALONG THE TOP AND BOTTOM PLATE5 AND 24" APART IN THE FIELD OF THE ROLL. FA5TENER5 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 PULLING 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 FLASHING MATERIALS, BUILDING WRAP SHOULD CONFORM TO INDUSTRY STANDARDS INCLUDING A5T M E2112 -01 AND AAMA 711 -05. B13 -0020 0 Received TOWN OF V 1Y I 1 4 By Lynne Campbell at 1 :05 pm, Feb 25, 2013 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN QF VQ�>� A By J Mondragon at 1:50 pm, Mar 20, 2013 Approved by the Design Review Board TOWN Of VAIL' By Warren Campbell at 4 :07 pm, Mar 29, 2013 TYVEK 5HEATHIN6 TAPE LEN5URE THAT THE WALL SUBSTRATE 15 FLAT AND FREE OF DUST OR M015TURE BEFORE TYVEK SHEATHING TAPE 15 APPLIED. TYVEK SHEATHING TAPE HAS EXCELLENT GOLD WEATHER ADHE51ON AND MAY BE APPLIED DOWN TO 10118 F (121% C). APPLY TYVEK SHEATHING TAPE USING FIRM, UNIFORM PRESSURE. ;TYVEK SHEATHING MUST BE COVERED WITHIN 110 DAYS OF INITIAL APPLICATION. GRACE VYCOR PLUS BUTYL SELF - ADHERED FLASHING HTTP: / /WWW.NA.GRAGEGON5TRUGTI ON.GOM ;APPLY IN FAIR WEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 401%F (41/50) OR HIGHER. APPLY DIRECTLY TO SUBSTRATE. COMPATIBLE 5U55TRATE5 INCLUDE WOOD, PLYWOOD, ORIENTED STRAND BOARD, EXTERIOR GYPSUM, METAL, CONCRETE AND MASONRY. INSTALL GRACE VYCOR BUTYL WITH WEATHER - RESISTIVE BARRIERS TO FORM WATER- 5HEDDIN6 LAPS. REFER TO TECHNICAL LETTER I, CHEMICAL COMPATIBILITY WITH OTHER BUILDING MATERIALS AND SEALANTS, FOR L15T OF COMPATIBLE WEATHER - RESISTIVE BARRIERS. OUT MEMBRANE TO LENGTH. PEEL BACK RELEASE LINER. ALIGN MEMBRANE AND PRE55 INTO PLACE. MECHANICALLY FASTEN MEMBRANE AT VERTICAL TERMINATIONS AS NECESSARY. PRE55 OR ROLL INTO PLACE WITH HAND ROLLER TO ACHIEVE BEST ADHESION. SIDING AND TRIM FASTENERS NON- CORRO51VE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR 5GREW5 SPECIALLY DE51ONED FOR WOOD SIDING ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INCLUDE STRUCTURAL SHEATHING THICKNESS. MINIMUM 15 7116" 056 OR 1/2" PLYWOOD. IF U51NO 50REW5, A MINIMUM OF 3/4" 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. STUGGO 3 GOAT GEMENTIOUS STUCCO SYSTEM, 20 GAGE STUCCO NETTING $ LATH, REINFORCED CEMENT BASE GOAT W/ CRACK ISOLATION MESH PAINTED W/2 GOATS OF ELASTOMERIG PAINT. PROVIDE 'AMIGO' WEEP SCREED AT ALL 57UCGO BASES INCLUDING OVERHANGS. PROVIDE STUCCO CONTROL JOINTS AT A MINIMUM OF 144 50.FT. PROVIDE SUBMITTAL 5HOWIN6 CONTROL JOINTS FOR APPROVAL BY ARCHITECT. PAINT: PAINT PRIMER AND STAINS FOR SIDING, TRIM, 5OFFIT5 AND STUCCO SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS 5PEGIFIGATION5. 2 GOAT5 + PRIMER ROOFING: SHALL REMAIN EXISTING FASCIA 4 SOFFIT: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY SIDING: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY WINDOW5: PELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIG ELASTOMERIG PAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HG -q5, SAG HARBOR GRAY WINDOW t DOOR TRIM: BENJAMIN MOOR HG -103 CROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN DECKING: TREX ACCENTS, COLOR SHALL BE WINGHE5TER GRAY RAILING PANELS: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN GUARDRAIL GAP: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH STONE GAP: COLORADO BUFF STONE VENEER: TELLURIDE STONE, SAGEBRUSH PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER TI.I TITLE SHEET ASI 5UILDINO LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO.I FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN A1.0 EASEMENT 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 $ CUARDRAIL DETAILS A6.2 DECK $ CUARDRAIL DETAILS A6.3 CUARDRAIL � EXTERIOR WALL DETAILS A6.4 FLASH I NO $ WALL DETAILS A6.5 FLASHING DETAILS A7.1 WINDOW DETAILS A7.2 WINDOW $ DOOR DETAILS A73 UNIT -5 WINDOW � DOOR ELEVATIONS A7.4 UNIT -6 WINDOW $ DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAMING OLU1� : POTATO PATCH CLUB HOME OWNERS A550C I ATI ON 010 MCNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD W #500 PAIL, GO 81657 PHONE: 170.471.6047 JEFII IFHANES, POTATO PATCH CLUB BOARD PRESIDENT OAC MANAGEMENT, INC. P.O. BOX 2511 EDWARDS, CO 81652 ERIK PETERSON, PRESIDENT ER I KPERTERSON@ OACM I NC .COM PHONE: 170.310.0163 MATT LEWIS, COAP, AG PROJECT ENGINEER MATTLEWI5 @OAGMIN(f,.COM PHONE: 720.323.2441 VICTOR MARK DONALDSON ARCHITECTS P.O. BOX 5300 AVON, COLORADO 81620 PHONE: 170.141.5200 CHRIS JUERGENS, PRINCIPAL E -MAIL: CHRISJ@\ /MDA.COM MARK DONALDSON, PRINCIPAL E -MAIL: MARKP@\ /MDA.COM MONROE $ NEWELL ENGINEERS, INC. P.O. BOX 1597 AVON, C0,51620 PHONE: 170.141.7768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE@MONROE- NEWELL.COM f \/f m N1X ALPINE ENGINEERING, INC. P.O. BOX 11 EDWARDS, C0,51652 PHONE: 170.126.3373 GLENN PALMER E -MAIL: PALMER@ALPINEGIVIL.GOM RE\/lELUING CONSLl L74NT' Br, $E 1520 WEST CANAL COURT, SUITE 240 L I TTLETON, CO 80120 PHONE: 303.350.1000 LINDA MCGOWAN, PRINCIPAL E -MAIL: LINDA@BUILDING- G -E.COM CxMNER0LqL CONTROLqCTOR' T.B.D XXXXX XXXXX XXXXX XXXXX 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- PAINTING OF EXTERIOR. u ON A RCH I T ECTS 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 2/22/2013 0 1305 TITLE v0 Q T1.1 Cfl LU CD oV00 Q < Q Q U) 0 O1 0 z Q cl) J 0 O � J Q 41!:c O i O d■ @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 TITLE SHEET 1 T1.1 UNIT 5 AND 6 .r `•` 42 41 40 t 3 & \ 2i _ 75 4 ; � * -- --__ fits �,, `� ti`-'` � � - - _ r- _/\ •t % .� 694 •� ..` - --- - -j • -•-_ -r } 66 68 j 1' f 29 ` 1 _ © i' r I Vt �^ ~ LU r' r +. - o u r � r "••__ y�y -- -- , _ -: °- �,!"�; i rte~ ,l f �� J ��. - 1 1. � _ �. , V_ % ` t oo It 6 9 3 4 8 1/1 410 "I - ,� � ♦ .i _•- - -- -• - -- � X30 SCALE 0 2040 80 n 5ULDING LOC.ATION PLAN U xALE RE BAR s�� GORE REVIEW X. R312.1 GUARDS. 6UARD5 SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 I. APPLICABLE CODES IX. 8311.1 MEANS OF EGRE55. ALL DWELLIN65 SHALL BE PROVIDED WITH A MEANS OF EGRESS XII. 420.2 SEPARATION WALLS. WALLS 5EPARATIN6 DWELLING UNITS IN THE SAME BUILDING, A. 2012 INTERNATIONAL RESIDENTIAL CODE AS PROVIDED IN THI5 SECTION. THE MEANS OF E6RE55 SHALL PROVIDE A CONTINUOUS AND WALLS 5EPARATIN6 SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING 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 CONTIOUOU5 TO THEM IN THE SAME BUILDING G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED E6RE55 DOOR WITHOUT SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 'i08. D. 2011 NEC REQUIRING TRAVEL THROUGH A GARAGE. E. ALL ADOPTED TOWN OF VAIL CODES A. R311.2 EC-ARE-55 DOOR. AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH XIII. TYPES OF CONSTRUCTION (IBC '12) DWELLING UNIT. THE EGRE55 DOOR SHALL BE SIDE - HINGED AND SHALL PROVIDE A MINIMUM R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO II. USE / OCCUPANCY CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBC, TABLE 601 CONDOMINIUMS - RESIDENTIAL R -2 WITH THE DOOR OPEN 110 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL PRIMARY STRUCTURAL FRAME O -HOUR - -- GLAZING INSTALLED IN HAZARDOUS LOGATION5 AS DEFINED IN SECTION R308.4 SHALL BE NOT BE LE55 THAN 78 INCHES IN HEIGHT 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 Code: 2012 International Residential Code (IRC) A. BUILDING HEIGHT ('12 IBC TABLE 503) DIMENSIONS. EGRE55 DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING PER '12 IBC, TABLE 602, FIRE- RE5ITIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT. WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 15 GREATER THAN 10 FT. 40' -0" B. 8311.3 FLOORS AND LANDIN65 AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR B. BUILDING AREA ('12 IBC TABLE 503) FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE XIV. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMEN51ON OF 36 A. 105.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS 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- PERGENT). BUILDINGS ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. A. R1021 EXI5TIN6 5TRUGTURE5. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXI5TIN6 G. R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRE55 DOORS. LANDINGS OR FINISHED B. '105.5 EXTERIOR WALLS SHALL BE FIRE- RE515TANGE RATED IN ACCORDANCE WITH ON THE DATE OF ADOPTION OF THIS CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, FLOORS AT THE REQUIRED E6RE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN TABLES 601 AND 602 AND THI5 SECTION EXCEPT AS 15 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR 51DE G. '105.8.1 ALLOWABLE AREA OF OPENING5. THE MAXIMUM AREA OF UNPROTECTED AND MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR A515 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 PERCENTA6E5 SPECIFIED IN TABLE -105.5. 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. R102.7.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS REQUIRED EGRE55 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 OPENIN05. REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH ALL OF THE REQUIREMENTS OF TH15 CODE, E. R311.3.3 STORM AND SCREEN DOORS. STORM AND 56REEN DOORS SHALL BE UNLE55 OTHERWISE STATED. ADDITIONS, ALTERATIONS OR REPAIRS SHALL NOT CAUSE AN PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDIN65. XV. '108 FIRE PARTITIONS - WALLS 5EPARATIN6 DWELLING UNITS IN THE SAME BUILDING AS EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE F. R311. 1.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIRED BY SECTION 420.2 BUILDIN6. REQUIREMENTS OF THI5 SECTION. FOR THE PURPOSES OF THI5 SECTION ALL DIMENSIONS AND A. '106.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. DIMEN51ONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. OR FLOOR/GEILIN6 ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF 5HEATHIN6, V. DEFINITIONS ('12 IRO 4 '12 IBC) 6. R31115.1 RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE 7 3/4 INCHES. THE R15ER SLAB OR DECK ABOVE OR TO THE FIRE - RESISTANCE -RATED FLOOR/GEILIN6 OR ROOF /CEILING AREA, BUILDIN6. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE ASSEMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE H H N I F N GREATEST R15ER EIGT WTHI ANY 16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY L L CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDIN6 AREA MORE THAN 3/8 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE 5HEATHIN6, DECK OR SLAB, THE SPACE BETWEEN THE CEILING AND THE 5HEATHIN6, DECK OR IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR N051NO 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 '1182 AND 10.5 AT THE PARTITION LINE. WHERE EMERGENGY ESCAPE AND RESCUE OPENIN65 ARE PROVIDED THEY SHALL HAVE A SILL NOT PERMIT THE PASSAGE 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 ENGLO51N6 DEVICES. TOTAL RI5E OF 30 INCHES OR LE55. SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. H. R31113.2 TREAD5. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY MODIFIED IRG SECTIONS DWELLIN6 A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT CHAPTERS 1 -3 OKAY DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVIN6 A R16HT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY CHAPTERS 4 -7 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC, PURPOSES. FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. CHAPTER 8 SECTIONS R802 THRU R&04 ARE TO BE DELETED IN THEIR ENTIRETY 20 INCHES. I. R311. 1.6 LANDIN65 FOR 5TAIRWAY5. 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, IMC, ENERGY AND NEC FOR ONE OR MORE PERSONS INCLUDING PERMANENT PROVISIONS FOR LIVING 5LEEPIN6 EATING OF TRAVEL SHALL BE NO LE55 THAN THE WIDTH OF THE FL16HT SERVED. LANDIN65 OF SHAPES RESPECTIVELY COOKING AND SANITATION. OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA 15 NOT LESS 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 5TAIRWAY HAS A STRAIGHT 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. R3111.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC WAY; OR EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. 3 TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE PROPERTY THE DISTANCE SHALL BE MEASURED AT RIGHT ANOLE5 FROM THE FACE OF THE WALL. X. R312.1 GUARDS. 6UARD5 SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH 8312.1.4. GLAZING REQUIRED TO BE A 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 MINIMUM OF U VALUE OR ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT SURFACES, INGLUDING STAIRS, RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 .32 ABOVE 15: INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 BETTER. I. MORE THAN 6 FEET ABOVE THE GRADE PLANE; OR INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT 5GREENING SHALL NOT BE 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. CONSIDERED AS A GUARD. 0 B. R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN -51DED WALKING SURFACES, INCLUDING VI. 6LAZIN6 ('12 IRG) STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES H16H U 0 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 LOGATION5 AS DEFINED IN SECTION R308.4 SHALL BE OR THE LINE CONNECTING THE LEADIN6 EDGES OF THE TREADS. Reviewed for Code Compliance PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, G. 8312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM Code: 2012 International Residential Code (IRC) DE516NATIN6 THE TYPE OF 6LA55 AND THE SAFETY GLAZING STANDARD WITH WHIGH IT THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHIGH ALLOW PA55AGE OF A SPHERE 4 INCHES IN DIAMETER. TOWN OF VA I L " By J Mondragon at 1:50 pm, Mar 20, 2013 COMPLIES, WHIGH I5 VISIBLE IN THE FINAL INSTALLATION. B. 8308.4.1 GLAZING IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF D. R312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN 5WINGIN6, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. ACCORDANCE WITH SECTIONS 8312.2.1 AND 8312.22. G. 8308.42 GLAZING 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 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, d■ GLAZING 15 WITHIN A 24 -INCH ARC, OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES P051TION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 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 WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55A0E OF A Approved by the D. R308.4.3 6LAZIN6 IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE 4- INCH- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS FINISHED FLOOR. Design Review Board LOCATION: EXCEPTIONS: I. WINDOWS WH05E OPENINGS WILL NOT ALLOW A 4- INCH- DIAMETER SPHERE TO PASS # By Warren Campbell at 4:07 pm, Mar 29, 2013 TOWN U F �A�� I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN IS INCHES ABOVE THE FLOOR; THROUGH THE OPENING WHEN THE OPENING 15 IN ITS LARGEST OPENED POSITION. 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY WITH ASTM F 20g0. AND IN A STRAIGHT LINE, OF THE GLAZING. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R3122.2. VII. R3001.4 AUTOMATIC, 6ARA6E DOOR OPENERS ('12 IRG). AUTOMATIC GARAGE DOOR F. 8312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. SHALL COMPLY WITH A5TM F 20g0. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE VIII. R310 EMERGENCY ESCAPE 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 5LEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY E50APE AND RE50UE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, XI. R31'1 PROTECTION OF WOOD AND WOOD BASED PRODUCTS A6AIN5T DECAY. EMERGENGY EGRE55 AND RESCUE OPENIN65 SHALL BE REQUIRED IN EACH SLEEPING ROOM. A. R31 '1.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD BASED PRODUCTS WHERE EMERGENGY ESCAPE AND RESCUE OPENIN65 ARE PROVIDED THEY SHALL HAVE A SILL FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE- TREATED IN ACCORDANCE WITH AWPA UI A. 8310.1.1 MINIMUM OPENING AREA. ALL EMERGENGY ESCAPE AND RESCUE OPENINGS FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE L15TED 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 JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN IS INCHES. INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE F-XF05ED GROUND IN CRAWL G. R310.1.3 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. EMERGENGY E50APE AND RESCUE OPENIN65 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS, FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. TOOLS OR SPECIAL KNOWLEDGE. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15 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 M015TURE BARRIER. BE q SQUARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE 4. THE EN05 OF WOOD GIRDERS ENTERING EXTERIOR MA50NRY OR CONCRETE WALLS AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RE50UE OPENING TO HAVIN6 CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES AND ENDS. BE FULLY OPENED. 5. WOOD 51DING, 5HEATHIN6 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 6 INCHES INTO REQUIRED DIMENSIONS OF THE WINDOW WELL. VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND 51MILAR HORIZONTAL F. R3102.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN SURFACES EXP05ED TO THE WEATHER. 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH 6. WOOD STRUCTURAL MEMBERS 5UPPORTIN6 MOISTURE- PERMEABLE FLOORS OR ROOFS THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THI5 SECTION THAT ARE EXR05ED TO THE WEATHER, SUCH AS CONCRETE OR MA50NRY SLABS UNLESS SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7 AND R311.8. LADDERS OR RUN65 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS M015TURE BARRIER. SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INGHE5, SHALL PROJECT AT LEAST 3 INCHES B. R51 '1.1.2 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN FROM THE WALL AND SHALL BE SPACED NOT MORE THAN IS INCHES ON CENTER VERTICALLY CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE FOR THE FULL HEIGHT OF THE WINDOW WELL. WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OGGUPANCY SHALL BE 6. R310.4 BARS, 6RILLE5, COVERS AND 5GREEN5. BARS 6RILLE5, COVERS, SCREENS OR APPROVED PRESSURE - PRESERVATIVE- TREATED WOOD SUITABLE FOR GROUND CONTACT USE, 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENGY ESCAPE AND RESCUE EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH OPENINGS, PROVIDED CONTINUOUSLY 5UBMER6ED IN FRESH WATER. THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES WITH SECTIONS R310.1.1 TO R310.13 AND SUCH G. R31 '1.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE IN51DE WITHOUT THE USE OF A KEY, DECAY RE515TANGE 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 E50APE AND RF-50UE OPENING. FIRE- RETARDANT - TREATED WOOD. FASTENERS, INGLUDING NUTS AND WASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE - TREATED WOOD AND FIRE - RETARDANT - TREATED WOOD SHALL BE IN ACCORDANCE WITH THI5 SECTION. THE COATIN6 WEIGHTS FOR ZING - COATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. E. R3173.1 FASTENERS FOR PRESERVATIVE - TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE- TREATED WOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFAGTURER'S RECOMMENDATIONS. IN THE AE35CENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF A5TM A 653 TYPE 6185 ZING - COATED 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 (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 2/2212013 1: 1 1305 BUILDING LOCATION PLAN 1 AS1 UNIT 5 AND 6 vQ 0 Lo w Qt] 0 00 Q L J U 0 O z z �0 J �ooC) LLJ _J Q O LO > 0 d■ (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 2/2212013 1: 1 1305 BUILDING LOCATION PLAN 1 AS1 UNIT 5 AND 6 Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN VAIL By J Mondragon at 1:50 pm, Mar 20, 2013 0 O O O O 6 O 015 O UNIT— AIT -6 1 .42.1 I I O I I I I I O 2 .4z., O E.8 O O O �I �I �I DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 $ WINDOWS; REMOVE DOOR FRAME 4THRE5HOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRESHOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; 5EE DETAIL I OR 2 5HEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN IN5TALLED. REFER TO SHEET'S A2.1 4 A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. — — — — — — REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W HOOD CLADDING, AND OPERATOR — — — — — — REMOVE EXISTING 5TU000 5Y5TEM ON OUTER FACE OF GARDEN HALL — — — — — — ONLY, A5 5HOHN DEMOLITION NOTES I THE FOLLOWING NOTE5 ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH 5TANDARD OF CARE AND IN5URANGE5 IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY PAIL BUILDING OFFICIAL 5HALL BE 5UBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK 5HALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL 0 FOR PEDESTRIAN PROTECTION, PER '12 IBC, SECTION 3306 $ TABLE 5506.1. 0 LINE OF DECK ABOVE LINE OF FLOOR ABOVE I I O A2.2 O I 6 I 7 O 2 .422 3. MAINTAIN EXISTING MEANS OF EGRESS A5 REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER 5HALL BE DISCONNECTED AND GAPPED IN 5TRI GT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY D15TRICT5 AND ALL PERTINENT GODE5. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATINGS 4 FLOOR /CEILING A55EMBLIE5 TO THEIR FULL INTEGRITY - ADV15E OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 A5 TO ACCOMMODATE 005T5 THEREFORE. 0 6. PROTECT ALL MECHANICAL DUCT5 (RETURN 4 5UPPLY- TENANT i BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIAL5 THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR 015RUPT ADJACENT OPERATIONS. 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DU5T, DEBRIS, $ MATERIAL5 FOR THE DURATION OF DEMOLTION $ NEW CON5TRUCTI ON. 8. PROPER TRA5H REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. G.7 a. MANAGE 5ALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION GOMPONENT5 FOR REUSE, A5 NOTED IN THESE DOGUMENT5. O E) O O No ON .,� 11-1 Isrefla- -'0-" = 111OWNWAREffil 1v6\/A SCALE: I / 4" = I' - O" V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 V �11 C 4 Vi 'FOR D N D A ©COPYRIGHT Victor Mark Donaldson n \vl Architects All Rights Reserved 1 1 ' VQ 0 Lo BASEMENT LEVEL =w00 PLAN 1 OVz0 UNIT 5 AND 6 0 LQO� o z Q6. z U)0 0 0 0 CU Lu Q Qo> �' rn 0 ©COPYRIGHT Victor Mark Donaldson n \vl Architects All Rights Reserved 1 1 ' 2/22/2013 1: 1 1305 BASEMENT LEVEL DEMO PLAN 1 A0.0 UNIT 5 AND 6 O s� O 2 O E.8 O O (D 0-- O 2 O 4 O O O UNIT-5 e\f\ UN I T-6 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA1L ` BY J Mondragon at 1:50 pm, Mar 20, 2013 O O I I I I I I I I I I 2 O 4 O 6 7 8 q 2 N�z-21 O le' e E) O -0 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 $ WINDOWS; REMOVE DOOR FRAME $THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; SEE DETAIL I OR 2 SHEET A1.2. - RE5ET EXISTING DOOR OR WINDOW ONGE NEW FLASHING HAS BEEN IN5TALLED. REFER TO 5HEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, WOOD DEGKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUGT. FOR ELEMENTS TO REMAIN. - - - - - - REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMAGORE OVER -HEAD DOOR W/ WOOD CLADDING, AND OPERATOR - - - - - - REMOVE EXISTING 5TUGGO 5Y5TEM ON OUTER FACE OF GARDEN HALL - - - - - - ONLY, A5 SHOWN 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 PAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL HRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 5306 4 TABLE 3506.1. 3. MAINTAIN EXISTING MEANS OF EORE55 AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION 4 ANY POHER SHALL BE P15CONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATI NG5 4 FLOOR/CE I L I NO A55EMBL I E5 TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCE55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR D15RUPT ADJACENT OPERATIONS. -7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. a. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. 11. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING I NVENTORY $ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. F 1 RS- LEVEL DEM0 PLAN SCALE: I / 4" = I' - O" V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 910.949.5200 vmda @vmda,com FAX 949.5205 C' VI TOR A K D A?,C ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 vQ 0 Lo O DEMO olf W C0 00 ovo0 z��a UNIT 5 AND 6 LO `� z ry 0 t z p_ Q � J 0 0 r) U ry J Q LO i 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 FIRST LEVEL DEMO PLAN 1 A0.1 UNIT 5 AND 6 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) K TOWN UA�� By J Mondragon at 1:50 pm, Mar 20, 2013 DEMOLITION KEY -PLAN REMOVE EX15TINO DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 HINDOH5; REMOVE DOOR FRAME $THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, 4THRESHOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING, FOR NEW FLASHING; SEE DETAIL I OR 2 SHEET A7.2. - RESET EX15TINO DOOR OR WINDOW ONGE NEW FLA5HIN6 HAS BEEN INSTALLED. REFER TO SHEET'S A2.1 4 A2.2 FOR LOCATION. REMOVE EXISTING eUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUGT. FOR ELEMENTS TO REMAIN. REMOVE EX15TINO TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W HOOD CLADDIN6, AND OPERATOR REMOVE EXI5TIN6 STUCCO SYSTEM ON OUTER FACE OF GARDEN HALL ONLY, AS 5HOHN DDMOLITICN NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO GOMPLY WITH STANDARD OF CARE AND IN5URANCE5 IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY 5UILDIN6 OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE P15CONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REGUIREMENT5 OF UTILITY 015TRIGT5 AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATIN65 $ FLOOR/GEILIN6 ASSEMBLIES TO THEIR FULL INTEGRITY - ADV15E OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROGE55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ 51JPPLY- TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR D15RUPT ADJACENT OPERATIONS. 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 5. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. cf. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY $ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. SEGOND LEVEL DENO FLAN u ON A RCH I T ECTS 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 n \�JI 1 1 212212013 1: 1 1305 SECOND LEVEL 0 PLAN 1 v0 Q Cfl w 00 oVoo Q ~U)Q 0 z Qo cn J ov � O r) LLI —j Q QL0 > d) O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved n \�JI 1 1 212212013 1: 1 1305 SECOND LEVEL DEMO PLAN 1 A0.2 UNIT 5 AND 6 O z O E.8 � 0 OF m — O O 0 O UNIT -5 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 1:51 pm, Mar 20, 2013 6 , 8 UNIfi 6 x,2.2 G., O 2 .422 O NEW WALL ADDITION O O - _0 N EXTERIOR COLORS $ ON GUTTERS 4 DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O REINSTALL COMPLETION. PAINT TO MATCH NEW�DJAG NT WALL FI�N15HE5. (D GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON Co VI TOR b BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO K SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. I � D^ N � ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM O Cj 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WA5H 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. t, REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. 5ASDMENT LEVEL PLAN 5GALE: 1/ 4" = 1'- O" MATERIALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK ISOLATION MESH PAINTED Al -MEJ 2 GOATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO 0 Lo TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.5. s w NEW WOOD 51DINO: 1x8 R.S. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, AS 5140WN ON DETAIL 14, OVoo Q ~U) 0 < LQO� A6.5 3 NEW 2x R5 CEDAR WOOD TRIM AND FASCIA $ RIM JOISTS: ARCHITECTURE SEE EXTERIOR TRIM DETAILS ON SHEET A6.5. J 0000 PLANNING 4 EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 INTERIORS SINCE 1977 NO WORK. VA Qo> ARCHITECTS NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AWN `. rn CEDAR, STAINED. ON B� No NAILED. 90 W BENCHMARK R O A D ACCENTS" H N HESTER GRAY, CLW EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. S U I T E 2 0 7 BOX 5300 WINDOW5 AND DOORS HAVE BEEN REPLACED REMOVE AND AVON, CO 81620 RE5ET. 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 9 1 0, 9 4 9. 5 2 0 0 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.S. CEDAR CLADDING, AND OPERATOR. vmda @vmda.com NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP 50REED. FAX 9 `t 9 5 2 0 5 , GUTTERS 4 DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O REINSTALL COMPLETION. PAINT TO MATCH NEW�DJAG NT WALL FI�N15HE5. (D GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON Co VI TOR b BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO K SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. I � D^ N � ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM O Cj 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WA5H 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. t, REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. 5ASDMENT LEVEL PLAN 5GALE: 1/ 4" = 1'- O" ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1305 BASEMENT LEVEL PLAN 1 A1.0 UNIT 5 AND 6 Cn -MEJ 0 vQ 0 Lo s w co OVoo Q ~U) 0 < LQO� o z d„ z U)0 J 0000 r Q Qo> LO `. rn O CLW ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1305 BASEMENT LEVEL PLAN 1 A1.0 UNIT 5 AND 6 O 2 ,42.1 O E.8 O O 0-- I 2 3 4 I I I I I I Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL A" BY J Mondragon at 1:51 pm, Mar 20, 2013 6 7 8 11 5 T UNIT =5 � UN I T =& I EXISTING DOOR, DOOR FRAME 4 THRESHOLD TO REMAIN, REPLACE EXTERIOR TRIM ♦ � I �v� l � 203 I UP I I —a -I- — -- — — — — — — — — 6.I.D I I — — I — — — - — — —0 —�— — I— � ------------- �-------------- - - - - -- I I I I I DINING ROOM LIVING ROOM � � � 203 203 I I I I I I I I I I I I--------- - - - - -- I a R 511, _ FRST V EL FLOOR FLAN' 5CALE: 1 / 4" = 1' O" ELJj I 5.1.3 I I I I I I I 1 `♦ — — - — / S.I.E 5.I.F 5.1.G S.I.H — — — — — - ------ - - - - -- -- --------------- -- 5 I I I I I I I I I A2.2 I 2 3 O 50 6 7 8 11 ___E) 01 W GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS 1, ® NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS Cj COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. 0.1N (�DGARDEN WALL STONE VENEER: REMOVE EXISTING 5TUGGO ON Co V1 TOR b BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. I ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM Cj SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR c. CRACKED PAVERS, REGROUP AS NECESSARY, POWER- WASH`�,< ,9 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. F � "k1 C N REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. TREX DEC,K REOU I REMENTS MATERIALS LEOEND - - - - INSTALL ALL TREX DECK IN ACCORDANCE WITH TREX 20011 INSTALLATION GUIDE NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK 150LATION MESH PAINTED W/ COLOR TO BE WINCHESTER GRAY, GRAIN SIDE TO BE INSTALLED FAGING UP. iN5TALL WITH BLIND FA5TNER. O TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. 2 GOATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. PROVIDE MOCK -UP FOR OWNER APPROVAL FOR 5TUCG0 2 STRUCTURAL TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.3. GRAD I N(5 NOTES: 2 NEW WOOD SIDING: Ix5 R.S. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, AS 5HOWN ON DETAIL 14, OVoo FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE Q LQO0� A6.3 U) EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION NEW 2x R5 CEDAR WOOD TRIM AND FASCIA 4 RIM JOISTS: . - - SEE EXTERIOR TRIM DETAILS ON SHEET A6.3. • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INGREA5ING 0000 PLANNING EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 INTERIORS SINCE 1977 •USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN NO WORK. PF — F NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING A RC H I T E C T S SATURATION; SHALL BE "TREX AGGENTS" WINCHESTER GRAY, BLIND NAILED. 9 0 W BENCHMARK R O R D G EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN SUITE 207 GUTTERS, DCANSFOUTS $ HEAT TAPE AS 15 WITH NEW PAINT. NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE BOX 5300 FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND -� HINDOV45 AND DOORS HAVE BEEN REPLACED, REMOVE AND TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN RESET. AVON, CO 81620 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.S. • NEW MATCHING GUTTERS, DOWN5POUT5 AND HEAT TRACE TO BE PROVIDED AND 9 1 0, 9 4 9. 5 2 0 0 • PROVIDE RAY -CHEM PRODUCTS WITH 8 WATT5 PER LINEAL FOOT IN ONE FOOT CEDAR CLADDING, AND OPERATOR. SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS AND DOWNSPOUTS; vmda @vmda.com � NEW BUILDING SOFFITS UNDER LIVING AREA: ELECTRIC CAPACITY WITH NEW 5UB -PANE1 PER YOUR ELECTRICIAN. AND SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP SCREED. FAX J `f �J , 5 2 0 5 GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS 1, ® NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS Cj COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. 0.1N (�DGARDEN WALL STONE VENEER: REMOVE EXISTING 5TUGGO ON Co V1 TOR b BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. I ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM Cj SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR c. CRACKED PAVERS, REGROUP AS NECESSARY, POWER- WASH`�,< ,9 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. F � "k1 C N REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. TREX DEC,K REOU I REMENTS @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1305 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 5 AND 6 ACCENTS 2 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. OTREX G.7 INSTALL ALL TREX DECK IN ACCORDANCE WITH TREX 20011 INSTALLATION GUIDE COLOR TO BE WINCHESTER GRAY, GRAIN SIDE TO BE INSTALLED FAGING UP. iN5TALL WITH BLIND FA5TNER. O TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. 0 PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 2' -0" MAXIMUM SPAN RE: 2 STRUCTURAL 42.2 GRAD I N(5 NOTES: OTHE 00 OVoo FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE Q LQO0� PURP05E 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND U) EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION z OF THE FOLLOWING LAND50APE GRADING WORK ITEMS: z U)0 • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INGREA5ING 0000 EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 121 /16 TO ISq/16 OF RE- GRADING NO MORE THAN 10' TO 15gi(, FROM UNIT FOOTPRINT; •USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN ry AT 8536 TO 110% DENSITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 41/16 — F TO 6g /16 BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL O LO SATURATION; • THIS IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA51HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME bgi6 TO 12g/i6 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 D150HAR6ED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEARE5T 'DOWN G SLOPING' GRADE AREA. GUTTERS, DCANSFOUTS $ HEAT TAPE NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOW1N51FOUT5 AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJAGENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: OINSTALLED; • NEW MATCHING GUTTERS, DOWN5POUT5 AND HEAT TRACE TO BE PROVIDED AND • PROVIDE RAY -CHEM PRODUCTS WITH 8 WATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS AND DOWNSPOUTS; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE - O ELECTRIC CAPACITY WITH NEW 5UB -PANE1 PER YOUR ELECTRICIAN. AND CAULKS SEALANTS: PROVIDE COLOR COMPATIBLE EXTERIOR SILICONE SEALANTS APPROPRIATE FOR EACH ABUTMENT OF 01551MLAR MATERIALS @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1305 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 5 AND 6 Cn -MEJ 0 vQ 0 Lo Lu 00 OVoo 0 Q Q LQO0� U) 0 z z U)0 J 0000 ry J Q 4cr O LO > O CLO @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1305 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 5 AND 6 I O I I O - I I 2 .42.1 I I I I I I I I T2 T T UNIT -5 6 7 8 Li U'j�� I T_6 I I Reviewed for Code Compliance I V Code: 2012 International Residential Code (IRC) TOWN OF VAIN BY J M ndragon at 1:51 pm, Mar 20, 2013 I I I I I I I I I I I I �I �I E) /2__� Nrl-11 EXTERIOR COLORS � YATE I ALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT H/ CRACK 150LATION MESH PAINTED H/ 2 GOATS OF ELA5TOMERIG PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.3. NEW HOOD SIDING: Ix5 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, AS SHOWN ON DETAIL 14, A6.3 NEW 2x R5 CEDAR HOOD TRIM AND FASCIA $ RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A63. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. SEE DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE "TREX ACCENTS" HINCHE5TER GRAY, BLIND NAILED. EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN A515 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. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP SGREED. GUTTER5 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 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 HALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. O ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HASH 4 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 PROP05ED MATERIALS. 8 ___0 '::)EG0ND LEVEL FLOOR FLAN SCALE: 1/ 4" = 1'- O" V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 } l' C `r 4 O CIO Vl jib 0 .4 K D N 47 4--1) �A?Sjt/ @COPYRIGHT Victor Mark Donaldson n \\JI Architects All Rights Reserved 1 1 VoLo 1: 1 1305 SECOND =w00 �� PLAN oV00 A1.2 UNIT 5 AND 6 mj QQ Q �U 0 � 0 r) LLI _J Q Qo> `W� rn 0 CIM @COPYRIGHT Victor Mark Donaldson n \\JI Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 5 AND 6 mj 9 ,h SECOND LEVEL 824.17' 4 3 O6.2.D 6.2.B O O 3 F I R57 LEVEL - - e - e - - - - - . o I 1 4ro.�v gL BASEMENT LEVEL _ _ _ _ 8226.7' EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF ELA5TOMERIG PAINT I I I I I I —rJ- LJ N O 5.1.1 O 4 UNIi�6 , UNIi�S FRONT ELEVATION 5 5 FXISTINr <HIMNFYS TO RF PAINTED 1 ■ 5.I.A OI I (g} Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By J Mondragon at 1:51 pm, Mar 20, 2013 Approved by the Design Review Board TOWN OF VA I t By Warren Campbell at 4:08 pm, Mar 29, 2013 n e 5 _ A-1 5EGOND LEVEL 8242.61' d-f FIRST LEVEL 8254.02' _ d, BASEMENT LEVEL 8225.17 R6HT ELEVAT�ON I L SECOND LEVEL IF 8242.67' � FIRST LEVEL IF 8254.02' I BASEMENT LEVEL 8225.17' EXTERIOR COLORS $ MATERIALS LE5END NEH STUCCO: 20 GAGE NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK 150LATION MESH PAINTED H/ 2 GOATS OF ELA5TOMATIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. NEW HOOD SIDING: Ix8 R.5. CHANNEL LAP CEDAR 51DINGOVER NEW 2x2 VERTICAL FURRING, AS 5HOWN ON DETAIL 7, A7.4 NEW 2x R5 CEDAR HOOD TRIM AND FASCIA 4 RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A6.5. �- EXISTING METAL ROOF SHINGLE5: TO REMAIN -NO CHANGE NO WORK. NEH DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH 5AHN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" HINGHE5TER GRAY. EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS IS W NEW PAINT. HINDOH5 HAVE BEEN REPLACED NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR W/ Ixb R.5. CEDAR CLADDING. NEH BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I. 6UTTER5 $ DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS ® NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON OUTER PORTIONS OF GARDE HALL AND INSTALL NEW STONE VENEER HITH NEW STONE GAP. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL H/ 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 PROP05ED MATERIALS. V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 04 ;. Vd TO t4%K t Y 4—DA C` @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 2122/2013 1: 1 1305 EXTERIOR ELEVATIONS 1 A2.1 UNIT 5 AND 6 ° VoLo C-0 = �� w 00 °Vz0 Q Q Qj �U O � 0 ° LLI _J Q Qo> `W� rn 0 CIM @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 2122/2013 1: 1 1305 EXTERIOR ELEVATIONS 1 A2.1 UNIT 5 AND 6 O OL FIRST LEVEL _ 8234.02' - - - - - .62 Oj EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF ELASTOMERIG PAINT 01 E Ellim 5 O Ell IIL -------------- J IjL___1j I =1C i S.O.A S.O.B 6X6 R5 CEDAR P05T W/ I I ,> L BASEMENT LEVEL FOOTING, RE: STRUGT. I I 8225.17' - - - - - - - - - - - T_r - F_ _j L_1 L - - -J Dui S.O.G S.O.D .� JO I 9 O 2 DD 9 .46.3 O II 6.O.D 6.O.G 3 UNIT -5 17 UNIi -6 O O no Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWS OF VAI1 By J Mondragon at 1:51 pm, Mar 20, 2013 Approved by the Design Review Board TOXIN OF VAIL By Warren Campbell at 4:08 pm, Mar 29, 2013 3 5 0 o OI �, 11 (ii.B) ='II 6.O.A 6X6 RS GEDAR POST W/ I I 4 FOOTING, RE: 5TRUCT. II F_ J L __1 L J Hill — — SGALE: 1/ 4" = I' - 0" 3 O UNIT— UN I T —& SCALE I / 4" = 1' - 0" A-f SECOND LEVEL 8245.1-1' A-f F I RST LEVEL 8235.12' A-1 BASEMENT LEVEL 5EGOND LEVEL 5245.1 -7' FIRST LEVEL 5235.Q2' EXTERIOR COLORS � MATERIALS LE5END NEW STUCCO: 20 GAGE NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK 150LATION MESH PAINTED W/ 2 GOATS OF ELA5TOMATIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. NEW WOOD SIDING: Ix8 R.5. CHANNEL LAP CEDAR 51DINGOVER NEW 2x2 VERTICAL FURRING, AS 5HOWN ON DETAIL 7, A7.4 NEW 2x R5 CEDAR WOOD TRIM AND FASCIA 4 RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A6.5. �- EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY. EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS IS W/ NEW PAINT. WINDOW5 HAVE BEEN REPLACED NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR W/ Ixb R.5. CEDAR CLADDING. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I. 6UTTER5 $ DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS ® NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON OUTER PORTIONS OF GARDE WALL AND INSTALL NEW STONE VENEER WITH NEW STONE GAP. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL W/ 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 PROP05ED MATERIALS. V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 _1 r c ; Vd TOR AXt Y A C'�` 9 .46.3 O II 6.O.D 6.O.G 3 UNIT -5 17 UNIi -6 O O no Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWS OF VAI1 By J Mondragon at 1:51 pm, Mar 20, 2013 Approved by the Design Review Board TOXIN OF VAIL By Warren Campbell at 4:08 pm, Mar 29, 2013 3 5 0 o OI �, 11 (ii.B) ='II 6.O.A 6X6 RS GEDAR POST W/ I I 4 FOOTING, RE: 5TRUCT. II F_ J L __1 L J Hill — — SGALE: 1/ 4" = I' - 0" 3 O UNIT— UN I T —& SCALE I / 4" = 1' - 0" A-f SECOND LEVEL 8245.1-1' A-f F I RST LEVEL 8235.12' A-1 BASEMENT LEVEL 5EGOND LEVEL 5245.1 -7' FIRST LEVEL 5235.Q2' EXTERIOR COLORS � MATERIALS LE5END NEW STUCCO: 20 GAGE NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK 150LATION MESH PAINTED W/ 2 GOATS OF ELA5TOMATIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. NEW WOOD SIDING: Ix8 R.5. CHANNEL LAP CEDAR 51DINGOVER NEW 2x2 VERTICAL FURRING, AS 5HOWN ON DETAIL 7, A7.4 NEW 2x R5 CEDAR WOOD TRIM AND FASCIA 4 RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A6.5. �- EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY. EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS IS W/ NEW PAINT. WINDOW5 HAVE BEEN REPLACED NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR W/ Ixb R.5. CEDAR CLADDING. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I. 6UTTER5 $ DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS ® NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON OUTER PORTIONS OF GARDE WALL AND INSTALL NEW STONE VENEER WITH NEW STONE GAP. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL W/ 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 PROP05ED MATERIALS. V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 _1 r c ; Vd TOR AXt Y A C'�` @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved • 1 1 2/22/2013 1: 1 1305 EXTERIOR ELEVATIONS 1 A2.2 UNIT 5 AND 6 VoLo C-0 = �� w 00 °Vz0 z $... U) Q Q LO Q ° � O L: z Q U) O 0 ° U Lu Q Qo> LO M 0 @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved • 1 1 2/22/2013 1: 1 1305 EXTERIOR ELEVATIONS 1 A2.2 UNIT 5 AND 6 Ix8 R5 T46 CEDAR HORIZONTAL 51DINO cn NEW DECK FRAMING, SEE STRUCTURAL :<r NEW BLOCKING, =E STRUCTURAL NEW P.T. SILL ' a EXISTING 5" GONG. WALL SCALE: I" = I' - 0 " 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) ` 2x6 R5 CEDAR TOP CHORD Ix8 R5 T$G CEDAR HORIZONTAL 51MINO 1/2" GDX PLYWOOD 6x6 R5 CEDAR POSTS @ 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH 51DE5 NEW DECKING THRU -BOLTS W/ WASHERS, SEE STRUCTURAL 1 1/2" GHAMFER NEW GOVT. 2x12 R.5. CEDAR FASCIA /TRIM BETWEEN 6x6 POSTS NEW STUCCO SYSTEM NO FOAM Fu� - SCALE: 1/ 2" = 1' - O" T cn m m DECK FRAMING, L RE: STRUCTURAL o PACKED OUT W -5HAPE o BEAM, RE: STRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH 51DF-5 Ixb R5 T$G CEDAR HORIZONTAL 51DINO 1/2" COX PLYWOOD 6x6 R5 CEDAR POSTS ® 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DE5 NEW DECKING THRU -BOLTS W/ WA5HER5, RE: STRUCTURAL 1 1/2" CHAMFER 2x12 R5 CEDAR FA501A TRIM BETWEEN 6x6 POSTS 6x6 R5 CEDAR POST, RE: STRUCTURAL GUARDRAIL SECTION 22A swag: rtes alzz.s GUARDRAL SECJ�CN SCALE: I" = I' - O" ® ® ® 0 0 0 0 0 0 0 0 0 Q C� W Cfl 00 C, 00 Q Q Lr) 44:t (/) 0 ()� Z0 �U J � O Q 0 0 0 O 0 0 0 0 0 0 0 0 LO 0) 0 GUNRDRA SCALE: 1 / 2" = 1' - O" 6X6 R5 CEDAR POST RIPPED TO SIZE AND BOLTED TO THE BUILDING CORNER, AS 5HOWN NEW 2X CORNER TRIM NEW WOOD 51DING--� m DECK FRAMING,—] RE: STRUCTURAL PACKED OUT W- 514APE- BEAM, RE: STRUCTURAL 2zA GUARDRAIL 5EGTION scue rtrs al.zzas WAA 3L 0 IM Im iI I • —I I - ••r I/2" NUT W/ WASHER COUNTERSUNK 3/8" 2' -0" O.G. FOST TO NALL 5 SCALE: 1 1/2" 1' 0" EXISTING WALL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP 1 1/2" EXTRUDED FOAM EDGES (MILL TO SHAPE) INSULATION, TAPE ALL JOINT5 2x6 R5 CEDAR TOP CHORD, BOTH SIDES Ix6 R5 T40 CEDAR HORIZONTAL 100' SIDING F-XI5INO FIN. FLO 1/2" GDX PLYWOOD 6x6 R5 CEDAR POSTS 6-0" OG +/- EX. FLOOR FRAMING, 2x4 R5 CEDAR BOTTOM RE: STRUCTURAL CHORD BOTH 51DE5 11irAur u 1slw' THRU -BOLTS W/ WASHERS, RE: STRUCTURAL EXISTING G.W.B. CEILING 1 1/2" CHAMFER EXISTING CONCRETE FOUNDATION 2x12 R5 CEDAR FASCIA TRIM BETWEEN 6x6 POSTS EXISTING FOAM TO REMAIN, PATCH A5- &x& R5 CEDAR REQUIRED 4 TAPE JOINTS, FASTEN NEW P05T BEYOND, GALVANIZED SHEET METAL FLASHING RE: STRUCTURAL TO b" BELOW GRADE Slim • SCALE: I" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By J Mondragon at 1:51 pm, Mar 20, 2013 NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR THRESHOLD NEW 3" AWWF PLYD - SILL PLATE BELOW NEW THRESHOLD EXI5 EX. FLOOR I A 2 FRAMING, SEE STRUCTURAL EXISTING G.W.B. CEILING EXISTING CONCRETE FOUNDATION EXISTING G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH AS REQUIRED 4 TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO b" BELOW GRADE z . O v 26 GAGE 4 ' GALVANIZED "J" METAL WEEP 3 ` - - - -� 100' -( Ti NEW — PREFINISHED ;;% 20 GAGE y ULTRA -GLAD -- - - - - - -- " - FLASHING TYPICAL WHERE OCCURRING NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 2(b GAGE GALVANIZED "J" METAL WEEP -26 GAGE GALVANIZED FLASHING -NEW GONT. 2x4 R.5. CEDAR TRIM i AAl I- 1/111 NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL PAN (DETAIL I/A7.2) THOROUGHLY CAULK NEW THRESHOLD IN NR GRACE LIQUID MEMBRANE I "xl" MIN. TOP OF NEW DECKING NEW DECKING -NEW 26 GA GAL \/. FLASHING W/ DRIP EDGE EXISTING RIM NEW DECK JOIST TO REMAIN FRAMING -NEW RIM JOIST SEE STRUCTURAL 51TUTHF-NE II 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 11 2" SHOT -PINS w/ 2" WASHERS 24" OG Ilig 0" SCALE: 1 1/2" = 1' - O" EXISTING WALL N r EX. FLOOR FRAMING, RE: STRUCTURAL TOP OF NEW DECKING NEW DECKING NEW DECK O 26 GAGE FRAMING -� GALVANIZED EXISTING RIM PLASHING J015T TO REMAIN NEPq RIM JOIST SEE STRUCTURAL BITUTHENE aaib a ° 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS I 2" SHOT -PINS w/ 2" WASHERS -. ® 24" OG DEG< TO NALL. INSTALL NEW BITUTHENE ON PLYWOOD SHEATHING, AS SHOWN EXISTING WALL .- ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAGE GALVANIZED "J" METAL WEEP 26 GAGE GALVANIZED FLASHING NEW GONT. 2x4 R.S. CEDAR TRIM 2" MIN. NEW DECKING o 26 GAGE GALVANIZED PLASHING o NEW DECK FRAMING, SEE STRUCTURAL PLANS NEW GONT. LEDGER, SEE o STRUCTURAL PLANS 0 \—NEHJO15T HANGER5, 5EE STRUCTURAL PLANS 26 GAGE GALVANIZED FLASHING W/ DRIP EDGE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE �G DEG< TO NALL. 970.949.5200 vmda @vmda.com FAX 949.5205 x) LIP V1 TOR 0 K @COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 DECK & GUARDRAIL DETAILS 1 A6.1 UNIT 5 AND 6 0 v0 Q C� W Cfl 00 C, 00 Q Q Lr) 44:t (/) 0 ()� Z0 �U J � O Q Lu J Q LO 0) 0 @COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 DECK & GUARDRAIL DETAILS 1 A6.1 UNIT 5 AND 6 Ab.l DEG< S GUA�D�AL PL -AV 5GALE: 1/ 2" = I' - O" NEW 1/2" x 6" BOLT ^ " " ^ °� W/ WA5HER5 24" O FROM ENDS NEW BITUTHENE 5Y5TEM OVER TOP OF WALL $ b" DOWN ON SIDES NEW STONE GAP CORROSIVE RESISTANT FLASHING GAP W/ DRIP, PAINTED TO MATCH NEW TYVEK HOUSEWRAP WRAP OVER TOP OF WALL 4 CORNER PEDESTAL SEGT. THRU PEDESTAL GAP 5GALE: I" = I' - O" NEW STUCCO SYSTEM NEW 12" EXTRUDED FOAM NEW 1/2" PLYWOOD SHEATHING 1/2" DIA. CARRIAGE BOLT 2' -0" O.G. i i Ixb R5 T$G CEDAR -- - - - - -- -- i- SIDING 1/2" GDX PLYWOOD — - Ixb R5 T40 CEDAR 2X4 R.5. CEDAR TOP OR BOTTOM CHORD 3 A6.3 NEW STUCCO SYSTEM LINE OF NEW STONE GAP - 3' -0" 114211 - - - -- - -- ----------------- - - - - -1 i i i i i i i NEW 2x6 WALL FRAMING, AS SHOWN i 6x6 R5 POSTS i METAL BRACKET, SEE DETAIL ' iti LINE OF FOUNDATION OUTER EDGE BELOW �I n i r- i i i i i i i 3 i A6.3 i i i i C,01;:�NER PEDESTAL SGALE: 1 1/2" = 1'- O" GOR ER POINT OF I5TINO FOU E ATION O cn Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL � By J Mondragon at 1:51 pm, Mar 20, 2013 NEW 5TUGCO 5Y5TEM 26 GAGE GALVANIZED 'J' METAL WEEP NEW 12 EXTRUDED FOAM 26 GAGE GALVANIZED FLASHING WITH DRIP NEW 2" PLYWOOD SHEATHING NEW 2x4 R.S. CEDAR TRIM NEW 2x6 WALL FRAMING i i O O 2X12 R5 CEDAR'' + O O - - - -- o 0 FASCIA BETWEEN o 0 ° bxb P05T5 ° O O i. NEW 51MP50N L -QO SEE STRUCTURAL - - - - -- NEW TYVEK HOUSEWRAP CORRO5I0N- RE515TANT BOLTS OR LAG 50REW5 ANGLED GA51 NG BEAD NEW 2" PLYWOOD SHEATHING NEW 3 -2x12 TREATS BEAM; SEE 5TRUCTI. 26 GAGE OALVANI METAL WEEP 2b GAGE OALVANI, FLASHING W/ DRIP NEW 2x12 R5 GEDA' TRIM; ADD BLOGKIP PER STRUCTURAL NEW 2xb TREATED WALL FRAMING SEGT. THI::�U G01z�NER FEDESTAL SCALE: 1 1/2" = 1'- O" XA NEW TYVEK HOUSEWRAP 26 GAGE GALVANIZED 'J' METAL WEEP 26 GAGE GALVANIZED FLASHING WITH DRIP NEW 2x4 R.5. CEDAR TRIM DECK FRAMING OUT BACK DECKING RE: STRUCTURAL i VANIZED YSTEM 26 GAGE GAL FLASHING NEW STUCCO 5 EX NE; 26 ME' 26 AT CORNER COL'S TO ALLOW OAP � FOR DRAINAGE � i NEW BITUTHENE SYSTEM 1 ..J NEW STUCCO SYSTEM NEW 12" EXTRUDED FOAM NEW 2" PLYWOOD SHEATHING NEW 2x6 TREATED WALL FRAMING 2X12 RS CEDAR FASCIA BETWEEN 6x6 POSTS NEW TYVEK HOUSEWRAP NEW 2" PLYWOOD SHEATHING NEW 3 -2x12 TREATED BEAM; SEE STRUCTURAL 26 GAGE GALVANIZED 'J' METAL WEEP 26 GAGE GALVANIZED FLASHING 2x12 RS CEDAR TRIM; ADD BLOCKING PER STRUCTURAL i WON III: 1 01 � -04.' - " - - IN 5GALE: I I/2" = 1'- O" V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 201 BOX 5300 AVON, C081620 910,949,5200 vmda @vmda,com FAX AdA M.; Lo m Q vo Q0 � w pQ oVoo z � � Q Q QJ z U) O 0 U 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 � 212212013 1: 1 1305 DECK &GUARDRAIL DETAILS 1 A6.2 UNIT 5 AND 6 J Q O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 � 212212013 1: 1 1305 DECK &GUARDRAIL DETAILS 1 A6.2 UNIT 5 AND 6 115" STEEL "U" PLATE W/ A q /Ib" HOLE, RE: 31A6.3 1/2" DIA.x4" LAG BOLT 1/2" NUT W/ WASHER COUNTERSINK 315" 2' -O" O.G. 2X4 R.5. CEDAR TOP F- - - - -- - - - -- - -- - - - - - - - OR BOTTOM CHORD All I Ixb R5 T46 CEDAR HORIZONTAL 51DINO 6x6 R.5. 1/2" COX PLYWOOD CEDAR P05T I I Ixb RO TAG CEDAR HORIZONTAL I SIDING L - - -- - - - - -- - -- - - - - - - - 2X4 R.5. CEDAR TOP OR BOTTOM CHORD LINE OF RAILING 1/2" DIA. CARRIAGE BOLT GAP ABOVE W/ WASHER 2' -0" O.G. 3 A6.3 1/2" DIA. CARRIAGE BOLT W/ WASHER 2' -0" O.G. 2X4 R.5. CEDAR TOP OR BOTTOM CHORD Ixb R5 T46 CEDAR- HORIZONTAL 51DINO 1/2" GDX PLYWOOD Ixb R5 T46 CEDAR - HORIZONTAL SIDING 2X4 R.5. CEDAR TOP OR BOTTOM CHORD 1/2" NUT VV WASHER COUNTERSINK 30" 2' -0" O.G. LINE OF 2X4 R.5. CEDAR TOP OR BOTTOM CHORD ------ - - - - -� O ------ - - - - --I bxb R.S. CEDAR P05T 1/2" DIA. THROUGH BOLT LINE OF 2X4 R.5. CEDAR TOP OR BOTTOM CHORD - --- - - - - -- L----- - - - - -- I /5" STEEL "U" PLATE W/ A 111I6" HOLE RE: 3/A6.3 ME -in "0.001, 11111 MR Mr*N11 SCALE: 3" = 1' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAri By J Mondragon at 1:51 pm, Mar 20, 20121 TOP I /5" THK. 5TEEL "U" SHAPE BRACKET W/ 3 -q /I6" HOLE5 I 0 O 51DE I/2" BACK 5 3/4" FRONT GUARDRAL SEGT�ON SCALE: 5" = I' - O" SCALE: 5" = 1' - O" 1/2" DIA. GARRIAGE BOLT VERIFY 2x BLOGKIN( LINE OF RAILING 3 1/2" DIA. CARRIAGE BOLT 1x5 R5. CEDAR V41 WASHER 2'-0" O.G. m 24" VERTICALLY GAP ABOVE W/ WASHER 2' -0" O.G. SIDING A6.3 2X4 R.S. CEDAR TOP TYVEK, HOUSE WRAP OR BOTTOM CHORD 2X4 R.5. CEDAR TOP - - - - - -- ------------ - - - - -- -- - - - - - -- OR BOTTOM CHORD I I 1x5 R.S. CEDAR 51DINO Ixb R5 T$O CEDAR HORIZONTAL 1/2" COX PLYWOOD SIDING EXISTING - - - - - - - 1/2" GDX PLYWOOD Ix5 R.5. CEDAR 5HEATHING 51DINO 2x2 5LEEPER5 Ixb R5 T$G OF-DAR Ix5 R.5. CEDAR 2X4 R.5. CEDAR TOP 510INO SIDING OR BOTTOM CHORD - - - - -- - - - - - - - - - - -- --- - - - - -- - - - - - -- - 2X4 R.S. CEDAR TOP OR BOTTOM CHORD 1/2" NUT W/ WASHER GOUNTER5UNK 315" 2' -0" O.G. 1/2" NUT W/ WASHER COUNTERSUNK 315" 2' -0" O.G. 6x6 RS CEDAR P05T L I/2" THROUGH BOLT W/ NUT RALNG 4 SCALE: 3" = 1' - O" A6.3 MAIN, '�' MEN SCALE: 3" = 1' - O" TAPE ALL JOINT5 5CALE: 1 1/2" = 1' - O" a Q � d EXISTING CONCRETE WALL 20 GAGE STUCCO NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK 150LATION ME5H PAINTED W/ 2 COAT5 OF ELA5TOMERIG PAINT CONTRACTOR SHALL PROVIDE MOCK -OP FOR OWNER APPROVAL FOR TEXTURE AND COLOR NEW 5TUCC0 5Y5TEM YVEK, HOUSE WRAP 1/2" EXTRUDED FOAM g5ULATION, TAPE ALL JOINTS :XISTING SHEATHING CONT. NEW GALVANIZED PAINTED FLASHING W/ DRIP x CONT BAND ROUGH TRIM x12 R.5. OF-DAR CONT BAND ZIM ,EN 5TUGGO SOFFIT ro II \ EXISTING WALL FRAMING EXISTING NEW TYVEK PLYWOOD HOUSE WRAP 1 1/2" THICK EXTRUDED 20 GAGE STUCCO NETTING AND LATH FOAM INSULATION, TAPE REINFORCED CEMENT BA5E GOAT W/ CRACK ALL JOINTS 150LATION ME5H PAINTED W/ 2 GOAT5 OF ELA5TOMERIC PAINT CONTRACTOR SHALL PROVIDE MOCK -OP FOR OWNER APPROVAL FOR TEXTURE AND COLOR NEW TYVEK HOUSE WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 EXISTING PLYWOOD NEW Ix5 GHANNI LAP R HORIZONTAL 5101NO 01�� M�111 SCALE: 1 1/2" = 1' - O" EXISTING WALL FRAMING 3x3 CEDAR TRIM-/ IN51DE CORNER NEW CEDAR Ix5 CHANNEL LAP HORIZONTAL SIDING 2x2 5LEEPER5 -1-11 1 1/2" EXTRUDED — FOAM INSULATION, TAPE ALL JOINTS EXISTING CORNER FRAMING EXI5TING 5HEATHING TYVEK, HOUSE WRAP 2 LAYERS 4" EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 VERIFY 2x BLOCKING ® 24" VERTICALLY EXISTING WALL FRAMING 101 - up. , IN NO-@ WN 1 SCALE: 1 1/2" = 1' - O" lEW CEDAR Ix5 R.5. CHANNEL AP HORIZONTAL 51DINO ON ?x2 FURRING 5LEEPER5 AT :A. EXISTING STUD TYVEK, HOUSE WRAP EXISTING SHEATHING 1/2" EXTRUDED FOAM SULATION, TAPE ALL JOINTS CONT. NEW GALVANIZED PAINTED FLASHING c CONT BAND ROUGH TRIM 2x12 R.5. CEDAR GONT. 3ELLY BAND TRIM IEW 5TUCC0 SYSTEM 1/2" EXTRUDED FOAM 5ULATION, TAPE ALL JOINTS <15TING SHEATHING EXTER�CR ��ALL FNSHES. SCALE: 1 1/2" = 1' - O" TYVEK USE WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 _.. _.._ . _RRING AT ALL EXISTING 5TUD5 (AT 51DINO WALLS ONLY) NEW GALVANIZED FLASHING PAINTED TO MATCH TRIM NEW 2x5 R.5. CEDAR WINDOW HEAD TRIM NEW 2x5 R.5. GEDAR WINDOW JAMB TRIM NEW 2x5 R.5. CEDAR WINDOW SILL TRIM (4 G 4 , UARi�R,alL SEGTI'�N 50ALE: 5" 11 oil 2X2 BLOCKING - 1 1/2" EXTRUDED - FOAM IN5ULATION, TAPE ALL JOINTS SCALE: I" = 1' - O" VARIE5 NEW CEDAR Ix5 CHANNEL LAP HORIZONTAL 5101 NO 2 LAYER5 J" EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 \ EXISTING WALL FRAMING TYVEK, HOUSE WRAP EQUAL V 2X4 R.5. CEDAR BOTTOM CHORD 15" STEEL "U" PLATE IV A q /I6" HOLE, ;�E: 31A6.3 ON VIEW TREX DECKING A R C H I T E C T S 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 NEW Ix5 R.S. CEDAR OUT5IDE CORNER TRIM c� w NEW CEDAR Ix5 CHANNEL LAP w HORIZONTAL 51DINO Q EXISTING SHEATHING > 2 LAYERS 4" EXTRUDED FOAM IN5ULATION, TAPE ALL JOINTS NEW BELLY BAND FLASHING BELOW 2x2 BLOGKING 1 1/2" EXTRUDED FOAM IN5ULATION, TAPE ALL JOINTS 0- Mr. ONE M ON ro-Op W \ SCALE: 1 1/2" = 1' - O" 970.949.5200 vmda @vmda,com Fax aaa ti90ti ©COPYRIGHT Victor Mark n Donaldson \vl Architects All Rights Reserved • 1 1 2/22/2013 1: 1 1305 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 5 AND 6 C) VQ 0 Lo w 00 o om 0 Q Q Lid 0 ry 0 tz z 060 Z U) J 0 �O(-)U Lij —j Q O > O- ©COPYRIGHT Victor Mark n Donaldson \vl Architects All Rights Reserved • 1 1 2/22/2013 1: 1 1305 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 5 AND 6 GARAGE EXISTING WALL EXISTING m SLAB a �.z Q � 4 EXISTING FOUNDATION \\ \\ \ WALL / / Q ALL EXP05ED FLA5HING5 SHALL BE ULTRA -GLAD, BY COLOR SHALL BE SANDSTONE PLYWOOD 5HEATHIN6 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAGE GALVANIZED "J" METAL WEEP NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ z DRIP EDGE NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING FINISHED GRADE EXISTING FOAM INSULATION (THICKNESS VARIES BY LOCATION) JIM 1111111 5 =A- 110 i 1 rew mwdl "Aw SCALE: 3" = 1' - O" SILL PLATE ABOVE GRADE WINDOW SILL " I NEW WINDOW UNIT I SCREEN r r i EX15TINO e) GONG. FOUND. � WALL a ' 1 1/2" EXISTING FOAM INSULATION 4 4 D D O l� z O z lu K iu z Q N z PLYWOOD SHEA \ /�� \; FRONT ENTRY PORGH �\ FRONT ENTRY PORCH EXISTING WALL NEW TYVEK HOUSE WRAP EXISTING WALL NEW TYVEK HOUSE WRAP NEW SIDING NEW STUCCO SYSTEM, RE: 141A6.3 EX. FLOOR FRAMING WA EX EXISTING FOAM INSULATION, THICKNESS VARIES BY LOCATION EXISTING < FOUNDATION WALL \ \\ \\ ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE NE� - SCALE: 5" = I' - O" W/ HARD SURFAGE $ SIDING EX. FLOOR FRAMING rA \\x \\�%\x EXISTING FOAM INSULATION, THICKNESS VARIES BY LOCATION EXISTING FOUNDATION WALL ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, 5Y COLOR SHALL BE SANDSTONE _0 "101 IMINIMMEWLEM., 5GALE: 3" = 1'- O" W/ HARD SURFAGE $ STUGGO Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN Of VAIt � BY J Mondragon at 1:52 pm, Mar 20, 2013 V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 C 04 j C Vl r IR D .)N A 1 1/2" EXTRUDED FOAM �f ° VoLo 1 1/2" EXTRUDED FOAM NEW PRE55URE TREATED 2x4 w a0 °vo0 INSULATION, TAPE ALL NEW PRE55URE TREATED 2x4 Q Q Q_j INSULATION, TAPE ALL CONT. NAILER 0 U) ° U Lu JOINTS CONT. NAILER Qo> LO M JOINTS 0 ;I NEW 26 GAGE GALV. I� 26 GAGE GALVANIZED FLASHING ANGLE EDGE W/ "J" METAL WEEP DRIP iI NEW PREFIN15HED 20 GAGE NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ SACKER IRL ULTRA -GLAD FLASHING W/ BACKER = z ROD $ SEALANT = z ROD $ SEALANT N N jEXISTING PAVERS j EXISTING PAVERS EX. FLOOR FRAMING WA EX EXISTING FOAM INSULATION, THICKNESS VARIES BY LOCATION EXISTING < FOUNDATION WALL \ \\ \\ ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE NE� - SCALE: 5" = I' - O" W/ HARD SURFAGE $ SIDING EX. FLOOR FRAMING rA \\x \\�%\x EXISTING FOAM INSULATION, THICKNESS VARIES BY LOCATION EXISTING FOUNDATION WALL ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, 5Y COLOR SHALL BE SANDSTONE _0 "101 IMINIMMEWLEM., 5GALE: 3" = 1'- O" W/ HARD SURFAGE $ STUGGO Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN Of VAIt � BY J Mondragon at 1:52 pm, Mar 20, 2013 V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 C 04 j C Vl r IR D .)N A ©COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 FLASHING DETAILS 1 A6.5 UNIT 5 AND 6 �f ° VoLo w a0 °vo0 Q Q Q_j 0 z 0 U) ° U Lu Q Qo> LO M 0 d. ©COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 FLASHING DETAILS 1 A6.5 UNIT 5 AND 6 'TYVEK' HOUSE WRAP OVER MTL FLASHING EXISTING PLl NEW I I /2" RI&IL EXTRUDED FOAM I N5ULATI Ot NEW I x5 GHANN LAP HORIZONT, 51011 26 GAGE GALVANIZED PAINTED FLA5HINC- UNDER VYGOR $ TYVEK HOUSE WRAF 2x5 FURRING AROUNI ROUGH OPENING BACKER ROD GAULKI WINDOW FRA WINDOW GLAZI SIDING SGALE: 5" = 1' - O" WINDO TRIM /GA51 N& INSULATION &.W.B.—I 'TYVEK' HOUSE WRAP Cn F I I EXISTING NEW WINDOW l PLYWOOD —' I UNIT 0 NEW Ixs CHANNEL VoLo LAP HORIZONTAL LAP HORIZONTAL 51DINO SCREEN ` WINDOW FRAME NEW 1 1/2" RIGID EXTRUDED Q FOAM INSULATION GAULKING O� 2x5 R.5. GEDAR WINDOW TRIM WINDOW GLAZING WINDOW FRAME BACKER ROD CAULKING NEW WINDOW FLASHING — RE: 2/A7.2 Ix WINDOW TRIM 2x6 FURRING AROUND WINDOW ROUGH OPENING 'TYVEK' HOUSE WRAP NEW I X5 CHANNEL LAP WOOD 51DINO NEW 1 1/2" RIGID EXTRUDED FOAM _ INSULATION EXISTING PLYWOOD 5ULATION 2x4 WALL :AMINO EX15TIN& HEADER TRIM /GA51NG IEW WINDOW INIT iCREEN WIN. SILL BELOW SCREEN NEW WINDOW BACKER ROD CAULKING NEW WINDOW FLA5HIN& 2 A7. , JAM5 DETAL NEW WINDOW UNIT SCREEN DA7.2 SILL DAM - WOOD WINDOW SILL TRIM /GA51 NO G.W.B. INSULATION EX. 2x4 WALL FRAMING 'TYVEK' HOUSE OVER MTL FLA EXISTING NEW 1 1/2" F EXTRUDED F IN5ULA NEW STUCCO Sl Ix4 HORIZC SLEEPERS 24 26 GAGE GALVANI PAINTED FLA51 UNDER VYGOR $ TY HOUSE W' a"211` r • J 2x5 FURRING ARC ROUGH OPE BACKER R GAL WINDC WINDOW INSULATION 'TYVEK' HOUSE WRAP EXISTING PLYWOOD NEW STUCCO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 2x5 R.S. GEDAR WINDOW TRIM WINDOW GLAZINC- WINDOW FRAME BACKER ROD 4 CAULKING NEW WINDOW AT FLASHING Ix WINDOW TRIM 2x6 FURRING AROUND WINDOW ROUGH OPENING 'TYVEK' HOUSE WRAP NEW STUCCO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD HEAD DETAL SG TRIM /CA51146 O.W.B. WIN. SILL BELOW NEA_WINDOW SCREEN BACKER ROD CAULKING NEW WINDOW FLA5HIN& 2 A7. �AY5 DETAL SLL ,D,ETAL SLL DETAL 'I T V LS.' HWSL OVER MTL FLT NEW 1 1/2" EXTRUDED IN IN5U1 ALL NEW 1/2" E 26 GAGE &ALVA PAINTED FLA UNDER VYGOR $ l HOUSE 2x8 WINDOI^ 2x5 FURRING A ROUGH 01 BACKER F GA IN& WINDOW q WINDOW &L, STUGGO HEAD DETAL 5 SGALE: 3" _ 11 - O" WINDOW TRIM /GA51NG EXI5TIN& WALL G.W.B. FURRI N& T T EXISTING 5" GONG. FOUND. WALL NEW 1 1/2" IR101D EXTRUDED FOAM INSULATION 'TYVEK' HOUSE WIN. SILL BELOW NEW WINDOW 50REEN BACKER ROD NEW STUCCO 2x5 R.S. CAULKING SYSTEM CEDAR WINDOW TRIM 2x6 FURRING AROUND WINDOW ROUGH OPENING �A�B DE7AL 5 SGALE: 3" = 1'- O" GALVANIZED J -METAL WEEP ►n EX15TINO GRADE SLL DETAL 5 SGALE: 5" = I' - Oil G.W.B. C. WALL RRINO TRIM /GA51N6 NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX. 2x4 WALL FRAMING Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN VAIL f0 By J Mondragon at 1:52 pm, Mar 20, 2013 SIDING WINDOW OLAZIN, WINDOW FRAN BACKER ROD W CAULKING Ix WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING 2 NEW WINDOi, A7 FLA5HINC- BACKER ROD Y GAULKIN, I211`..0149s WINDOW GLAZ I N( 1EW WINDOW INIT TRIM /CA51 NO 1EV4 WINDOW INIT iGREEN SLL ;% HEAD DETAL SGALE: 3" = 1'- O" INSULATION 'TYVEK' HOUSE Cn WRAP NEW WINDOW F I I EX15TINO I UNIT 0 WINDOW GLAZING VoLo NEW Ixs CHANNEL LAP HORIZONTAL w SCREEN oVoo z WINDOW FRAME Q Q NEW I I/2" RIGID GAULKING O� FOAM INSULATION W WINDOW 0 �' 1771r O T ��jb+:� Lij J Q BEEN NEW FLA5HIN0 ( J� 7 > 1�, O 2x 5 WINDOW TRIM A7. SILL DAM SILL DAM 400D 2x6 FURRING AROUND i 000H SILL WINDOW ROUGH OPENING 'TYVEK' HOUSE EXISTING 5" RIM /CA51N& WRAP -OVER 'J GONG. FOUND. METAL WEEP WALL NEW 1/2" STUCCO SYSTEM .A.B. ' NEW 1 1/2" RIGID EXTRUDED FOAM q5ULATION INSULATION :X. 2x4 WALL RAMINO I GALVANIZED J -METAL WEEP ►n EX15TINO GRADE SLL DETAL 5 SGALE: 5" = I' - Oil G.W.B. C. WALL RRINO TRIM /GA51N6 NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX. 2x4 WALL FRAMING Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN VAIL f0 By J Mondragon at 1:52 pm, Mar 20, 2013 SIDING WINDOW OLAZIN, WINDOW FRAN BACKER ROD W CAULKING Ix WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING 2 NEW WINDOi, A7 FLA5HINC- BACKER ROD Y GAULKIN, I211`..0149s WINDOW GLAZ I N( 1EW WINDOW INIT TRIM /CA51 NO 1EV4 WINDOW INIT iGREEN SLL ;% HEAD DETAL SGALE: 3" = 1'- O" INSULATION 'TYVEK' HOUSE Cn WRAP F I I EX15TINO l PLYWOOD —i 0 VoLo NEW Ixs CHANNEL LAP HORIZONTAL w QQ oVoo z SIDING Q Q NEW I I/2" RIGID EXTRUDED O� FOAM INSULATION 2x5 R.S. CEDAR 0 WINDOW TRIM WINDOK TRIM /GA51146 G.W.B.-7 WIN. SILL BELOW SCREEN NEW WINDOW BACKER ROD ff GAULKING NEW WINDOW FLASHING 2 A7. JA�15 DETA L- 4 SrALE: 5 11-011 WINDOW &LAZING WINDOW FRAME BACKER ROD _ CAULKING Ix WINDOW TRIM 2x6 FURRING AROUND ROUGH OPENING NEW R.5. Ixs T46 HORIZONTAL 510I146 NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 'TYVEK' HOUSE WRAP -OVER MTL FLA5HING- EXI5TIN& PLYWOOD 26 &AGE GALVANIZED PAINTED FLASHING UNDER VYGOR $ TYVEK HOUSE WRAP 2x FURRING NEW 2x12 R.5. CEDAR DECORATIVE BAND/TRIM NEW WINDOW UNIT SCREEN SILL DAM Art. - WOOD WINDOW SILL TRIM /GA51 NG G.W.B. INSULATION EX. 2x4 WALL FIN. FLOOR SILL DETAL V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 C 04 L V1 i'FaR 1' �4 K D' `. @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 212212013 1 1305 WINDOW DETAILS A7.1 UNIT 5 AND 6 Cn 0 VoLo w QQ oVoo z �... Q Q ¢ U) O� QJ U)U 0 O Lij J Q 41:%: O > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 212212013 1 1305 WINDOW DETAILS A7.1 UNIT 5 AND 6 TIE -IN WITH WEATHER RESISTIVE BARRIER: I. INTEGRATE INSTALLATION OF HEATHER RESISTIVE BARRIER WITH GRACE VYCOR PLUS TO FORM HATER - SHEDDING LAPS 2. RIPCORDOHA5 BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND /OR COORDINATION OF OTHER TRADES 3. SCORE AND FOLD HEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE VYGOR PLUS INSTALLATION 4. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER HEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD HEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE EDGES WITH HEATHER RESISTIVE BARRIER TAPE OR GRACE VYCOR PLUS MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS 0 GRACE VYCOR PLUS EX15TINO PLYWOOD NEW STUGGO 5Y5TEM 1 1/2" 5T 11` EXTERIOR SHEATHING Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 1:52 pm, Mar 20, 2013 3 NOTES: 0 VYCOR PLUS SEAL TOP OF J015T5 UNDER DECKING (SEE VGRDET -301) A. VISIT 6RACECON5TRUCTION.GOM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORDOCAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYGOR PLUS IN ORDER AS SHORN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL =IBM SCALE: NOT TO SGALE WINDOW TRIM t' 41 DOOR JAMS NEH TRACK FA5TENER5NEH 2x6 TRACK 5HIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- G.H.B: 'T1'VEK' EX. 2x4 HALL FRAMING HOUSE WRAP EX15TINO PLYWOOD 1/2" NEW STUGGO 5Y5TEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 2x8 R.S. GEDAR WINDOW TRIM SCALE: 311 = 1' -011 GRAGE \ IYGOR PLUS DO NOT FLASH OVER 50TTOM NAILING FLANGE 2x6 DOOR ROUGH FRAMING/NAILER III' NEW DOOR TRACK 4 ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.S. CEDAR GLADDING Ix4 DOOR STOP H/ ,THER 5TRIPPING 2x8 R.5. CEDAR FIN. JAMB TRIM GRACE VYCORNER TM OR CORNER PATCH RECOMMENDED (SEE VGRDET -507 OR VGRDET -504 FOR OPTIONS) 2 NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPGORD® CAN BE REMOVED FROM GRACE VYGOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHORN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LONER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR HEATHER RESISTIVE BARRIER REGU I REMENT5 AND INSTALL GRACE VYCOR PLUS WITH HEATHER RESISTIVE BARRIER TO FORM HATER- SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYGOR BUTYL WINDOW FLASHING SIMILAR SCALE: NOT TO SCALE I EX. 2x4 2x(b FURRING AROUND WALL ROUGH OPENING FRAMING 1 1/2" FOAM _ INSULATION INSTALL GRACE V'(GOR, AS SHOWN HERE AND ON DETILAL 1 $ 2 A7.4 INSTALL Ixl STRIP AT SILL, FULL WIDTH) AS DAM j\ \ j\ \j EX. 2x4 HALL FRAMING SCALE: NOT TO SCALE V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, 0081620 970.949.5200 vmda @vmda,com FAX 949.5205 C 04 fl CIO V1 *r01R O K D &N 47 4--D �A?Sjt/ M FOLD UP HEATHER MEGHAN I GALLY FASTEN AS NEGESS�� c� RESISTIVE BARRIER AND IN GORNERS THROUGH GRAGE \/1'GOR ' TEMPORARILY SECURE PLUS VoLo 3 3 SIL=L DAM Z W . ovo0 z �• 0 Q `n ° 2 ry 0 L: ° J SILL PLATE z HEATHER RESISTIVE BARRIER (CHECK :' ° '! (SEE VGRDET -I06 FOR LOCAL BUILDING CODE FOR REQUIREMENTS) r OPTIONS) \S� ° > O O ° \ CLW GRAGE GRACE VYCORNER OR -` VYCOR PLUS CORNER PATCH RECOMMENDED gP (SEE VGRDET -507 OR VGRDET -504 FOR OPTIONS) 3 NOTES: 0 VYCOR PLUS SEAL TOP OF J015T5 UNDER DECKING (SEE VGRDET -301) A. VISIT 6RACECON5TRUCTION.GOM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORDOCAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYGOR PLUS IN ORDER AS SHORN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL =IBM SCALE: NOT TO SGALE WINDOW TRIM t' 41 DOOR JAMS NEH TRACK FA5TENER5NEH 2x6 TRACK 5HIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- G.H.B: 'T1'VEK' EX. 2x4 HALL FRAMING HOUSE WRAP EX15TINO PLYWOOD 1/2" NEW STUGGO 5Y5TEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 2x8 R.S. GEDAR WINDOW TRIM SCALE: 311 = 1' -011 GRAGE \ IYGOR PLUS DO NOT FLASH OVER 50TTOM NAILING FLANGE 2x6 DOOR ROUGH FRAMING/NAILER III' NEW DOOR TRACK 4 ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.S. CEDAR GLADDING Ix4 DOOR STOP H/ ,THER 5TRIPPING 2x8 R.5. CEDAR FIN. JAMB TRIM GRACE VYCORNER TM OR CORNER PATCH RECOMMENDED (SEE VGRDET -507 OR VGRDET -504 FOR OPTIONS) 2 NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPGORD® CAN BE REMOVED FROM GRACE VYGOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHORN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LONER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR HEATHER RESISTIVE BARRIER REGU I REMENT5 AND INSTALL GRACE VYCOR PLUS WITH HEATHER RESISTIVE BARRIER TO FORM HATER- SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYGOR BUTYL WINDOW FLASHING SIMILAR SCALE: NOT TO SCALE I EX. 2x4 2x(b FURRING AROUND WALL ROUGH OPENING FRAMING 1 1/2" FOAM _ INSULATION INSTALL GRACE V'(GOR, AS SHOWN HERE AND ON DETILAL 1 $ 2 A7.4 INSTALL Ixl STRIP AT SILL, FULL WIDTH) AS DAM j\ \ j\ \j EX. 2x4 HALL FRAMING SCALE: NOT TO SCALE V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, 0081620 970.949.5200 vmda @vmda,com FAX 949.5205 C 04 fl CIO V1 *r01R O K D &N 47 4--D �A?Sjt/ ©COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 WINDOW & DOOR DETAILS 1 A7.2 UNIT 5 AND 6 M 0 VoLo Z W o0 ovo0 z �• � Q `n ry 0 L: Q J O z � U Lu J Q O LO > O O CLW ©COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 2/22/2013 1: 1 1305 WINDOW & DOOR DETAILS 1 A7.2 UNIT 5 AND 6 2' -611 2' -6" .09 11 S.I.A AOGD �.2.B i 5.I.D �t lo, 2' -611 m S.I.A AOGD �.2.B i UNIT# DOOR# 4.1.2 FLOOR LEVEL O 0 �r I� Ci WOGD 21 -611 8" UNIT# WINDOW# 4.0.A FLOOR LEVEL OGD AOGD 2' -611 .2.E ELEVATIONS VIEWED FROM EXTERIOR m u� crm 0 0 IN r 5.2.F SECOND LEVEL K NDOAS I/ 3' -7" LI 1/4 "L, 3' -7" V li O m 0 m 1 "I AOGD AOGD AOGD AOGD FIRST LEVEL WINDOWS 5.I.D �t lo, 2' -611 0 UNIT# DOOR# 4.1.2 FLOOR LEVEL O 0 �r I� Ci WOGD 21 -611 8" UNIT# WINDOW# 4.0.A FLOOR LEVEL OGD AOGD 2' -611 .2.E ELEVATIONS VIEWED FROM EXTERIOR m u� crm 0 0 IN r 5.2.F SECOND LEVEL K NDOAS I/ 3' -7" LI 1/4 "L, 3' -7" V li O m 0 m 1 "I AOGD AOGD AOGD AOGD FIRST LEVEL WINDOWS S.O.D 5ASEMENT L=EVEL= AINDONS O cn 0 3' -9 1/2" N �r N N - � m - m N N i6 0 c m N AO= E N E A L N 0 T E� Of 2' -6" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By J Mondragon at 1:52 pm, Mar 20, 2013 �r -V 5.I.D �t lo, 2' -611 = VoLo m w a0 %j $... m Q Q Q �-- Q J O CU S.O.D 5ASEMENT L=EVEL= AINDONS O cn 0 3' -9 1/2" N �r N N - � m - m N N i6 0 c m N AO= E N E A L N 0 T E� Of 2' -6" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By J Mondragon at 1:52 pm, Mar 20, 2013 �r -V 5.I.D �t lo, 2' -611 = VoLo w a0 %j $... U) Q 5.1.1 5.12 5.1.3 FIRST LEVEL DOORS N GGORD NG l�l l T# O RC FO T L NGS, ANL Cl FOR 5 —UNIT 51J I L=D I NOS; 1. AINDOAS AND DOORS SHALL E3E JELD -WEN, FELLA, EAOLE OR EOUAL WOOD FRAME W/ METAL CLAD EXTERIOR. COLOR 5ROAN. 2. OLAZ I NO: CARDINAL LOW ''E 566'' INSULATED OLASS B. F'ERFORMANGE VALUES: U \/ALUE = .B2 SHO G = .20 4. EVERT SLEEP I NO ROOM AND E3ASEMEN7 SHALL E3E F'ROV I DED A 1 TH A7 LEAST ONE OF'ERAE3LE ESCAF'E WINDOW MEET I NO THE REOU I REMENTS LISTED E3ELOA: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.-7 SOUARE FEET. E3. MINIMUM OFENAE3LE HE I OHT SHALL E3E 24 ". G. MINIMUM OF'ENAE3LE A I DTH SHALL 5F_ 20 ". D. THE SILL MUST E3E NO MORE THAN 44'' AE30VE THE FLOOR. 5. SAFETY OLAZ I NO SHALL E3E DETERMINED E31' THE WINDOW SUF'F'L I ER -ALL WINDOWS AND OLASS SHALL GOMF'LY A I TH THEIR RESF'EGT 1 VE GODE SAFET`I' OLAZ I NO 15 REG2U I RED AT: A. STORM DOORS E3. FIXED AND SL I D I NO FANELS OF SL I D I NO DOOR ASSEM5L I ES. / G. AT ALL SHOWER AND 7UE3 DOORS r 2' -6" - HEAD Q Lu IL Z w } ST FLOORr{m,, 5.1.4 D. ALL GLASS IN TUB5 AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 1. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. a. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "AOCD" - AI NDOA OPEN I NO CONTROL DEVICES SHALL COMFLY WITH THEIR RESFECTI \ CODE. (SEE SECTION 1015.8.1 OF THE 2012 IBC OR SECTION R312.2.2 OF THE 2012 IRC) - AINDOAS AND DOORS HAVE BEEN REFLACED. REMOVE AND RESET 5.1.E 5.2.E 5.2.B 5.2.G UM7= 5 K D00� ELEVA7�ONS SCALE: 1/2" = 1'- O" V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 C 04 CIO v Fiji C' 1' �° K D N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 212212013 1: 1 1305 WINDOW &DOOR DETAILS A7.3 UNIT 5 AND 6 VoLo w a0 oVo0 z $... U) Q Q Q �-- Q J O CU Lij 0. J Q O > O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 212212013 1: 1 1305 WINDOW &DOOR DETAILS A7.3 UNIT 5 AND 6 a m m O i WOG�I \ I�OGD 2' -6" 2' -6" 6.2.E II�'I in N i m m m N /WOOD\ N O j 2' -O" 1 .11 6.2.B 6.2.G SECOND LEVEL W I NDONS UNIT# DOOR# 4.1.2 FLOOR LEVEL 0 cn UNIT# WINDOW# 4.0.A FLOOR LEVEL 2' -0" 21-011 6.2.D 6.2.E II a III II � II N i crm m m L.* 4' -II" 3' -61/2" 81/2" m 6 .D 5ASEMENT LEVEL N I NDONS III �' II 0 cn N m m m / FIRST LEVEL WI NDONS 6.O.A ELEVATIONS VIEWED FROM EXTERIOR 6.I.G �J u� N i �t LOP -V 1/.,. Cn 1'- 101/2" I' -41/2" 1'- 101/2" 6.I.F WOGP� 2' -6" O j 2' -O" 1 .11 6.2.B 6.2.G SECOND LEVEL W I NDONS UNIT# DOOR# 4.1.2 FLOOR LEVEL 0 cn UNIT# WINDOW# 4.0.A FLOOR LEVEL 2' -0" 21-011 6.2.D 6.2.E II a III II � II N i crm m m L.* 4' -II" 3' -61/2" 81/2" m 6 .D 5ASEMENT LEVEL N I NDONS III �' II 0 cn N m m m / FIRST LEVEL WI NDONS 6.O.A ELEVATIONS VIEWED FROM EXTERIOR 6.I.G �J u� N i �t LOP -V 1/.,. Cn 1'- 101/2" I' -41/2" 1'- 101/2" 6.I.F 2' -6" 0 vQ 0N Lo N m W 00 oV00 Z $■ j 6.I.A 6.1.1 E N E N 0 T E 5 � IN 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 PRAMS W/ m METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 3. PERPORMANGE VALUES: U VALUE =.32 SHGG =.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE Pi?OVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW HEFTING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET GUAR OPENING OF 5.7 SQUARE POET. B. MINIMUM OPENRBLE HEIGHT SHALL BE 24 11 . G. MINIMUM OPENABLE WIDTH SHALL BE 20 " D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY 6LAZIN6 SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND E,LA55 SHALL COMPLY WITH THEIR RESPECTIVE GODS SAFETY GLAZING IS REQUIRED AT: 2' -6" Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN 1FA JL By J Mondragon at 1:52 pm, Mar 20, 2013 4' -O" m N 2' -6" 6.12 5.1.3 6.1.4 FIRST LEVEL DOORS i EArr ) I ST FLOOR D. ALL GLASS IN TUBS AND SHOWERS LE55 THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJAGENT TO A DOOR WHERE THE GLAZING 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" /ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE I NSEGT 5GREENS. 1. CONTRACTOR TO VERIFY ROUGH OPEN I NG5 FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. �. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOOD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY W I TH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBG OR SECTION R512.2.2 OF THE 2012 IRG) - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 6.2.B 6.2.G H. STORM vvvnS UNIT�& NINDON B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS � I SCALE: I/2•• = 1'- o" U ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 V C04 r7 L VI TO � D N Cn 6.I.F 2' -6" 0 vQ 0N Lo W 00 oV00 Z $■ j Q Lo m N 2' -6" 6.12 5.1.3 6.1.4 FIRST LEVEL DOORS i EArr ) I ST FLOOR D. ALL GLASS IN TUBS AND SHOWERS LE55 THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJAGENT TO A DOOR WHERE THE GLAZING 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" /ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE I NSEGT 5GREENS. 1. CONTRACTOR TO VERIFY ROUGH OPEN I NG5 FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. �. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOOD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY W I TH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBG OR SECTION R512.2.2 OF THE 2012 IRG) - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 6.2.B 6.2.G H. STORM vvvnS UNIT�& NINDON B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS � I SCALE: I/2•• = 1'- o" U ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 V C04 r7 L VI TO � D N f@COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2122/2013 1: 1 1305 WINDOW &DOOR DETAILS A7.4 UNIT 5 AND 6 Cn 0 vQ 0N Lo W 00 oV00 Z $■ j Q Lo OW. � C) z Q j)U J o0 LU J Q O �� rn f@COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2122/2013 1: 1 1305 WINDOW &DOOR DETAILS A7.4 UNIT 5 AND 6 r �e r� ¢r s c �,I z Reviewed for Code Compliance GENERAL NGTES Code: 2012 International Residential Code (IRC) 1, LIME LOADS USED IN DESIGN: 6. STRUCTURAL STEEL TOWN OF tyIL" By J Mondragon at 1:52 pm, Mar 20, 2013 A. ROOF (SNOW) 4 /12 SLOPE 100 PSF A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS ROOF (SNOW) X4/12 SLOPE B@ PSF WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMMDS TO ASTM ASOO, GRADE B, LATEST B. TYPICAL FLOOR 40 PSF EDITIONS, STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE Se AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. C. TYPICAL DECK 100 PSF B. ALL STRUCTURAL BOLTS SHALL BE AD325N INISTALLED TO A MINIMUM SNUG TIGHT D. IMPORTANCE FACTORS CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A317 UNLESS NOTED CATEGORY I.@ OTHERWISE. SEISMIC FACTOR IE 1.03 SNOW FACTOR IS 1.0 C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE WINO+ FACTOR IW 1.6 LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRU+CTION.' E. 'WIND D ALL WELDERS SHALL HAVE EVIDENCE OF AMASSING THE AMERICAN 'WELDING SOCIETY a SECOND GUST 90 STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. EXPOSURE B E. MINIMMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16' CONTINUOUS F. SNOW FILLET UNLESS NOTED OTHERWISE. .SNOW EXPOSURE FACTOR Cie 1.9 7. WOOD THERMAL FACTOR Cat 1.0 A. ALL FRAMING LUMBER 'SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY G. SEISMIC WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL Monroe onroe & Newell i' ell SITE -CLASS D BUILDING COLE AS FOLLOWS. CDD I CATEGORY TILL'.F`, hi c. , SS .035 Z" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Ft = 700 PSI r�1�'K`7TD S1 �0 08 2" TO 4" THICK - 6' AND WIRER NO. 2 F = 900 PSI BASIC SEISMIC FORCE RESISTING SYSTEM IS NA S" THICK - 5' AND WIDER NO. I F = 1350 PSI I NOTED ALLOWABLE STRESSES ARE MINIfMUMS. AND FOR NONREPETiTVE USES PRIOR H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION, TO ALLOWABLE STRESS INCREASES. 2. TESTING, INSPECTIONS AND OBSERVATIONS., B. ALL WOOD MEMBERS THAT WILL BE WITHIN IS INCHES OF FINAL GRAVES (SOIL) SHALL BE TREATED, A. THE STRUCTURAL ENGINEER DOES NUT PROVIDE INSPECTIONS OF CONSTRUCTION, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRCO DY COOC ALL CONNECTIONS AND CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED NAILING SHALL BE AVEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "'SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL D. PROVIDI METAL CROSS BRIDGING NOT OVER B' ON CENTER FOR ALL 2X WOOD JOISTS. BUILDING CODE. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED DY rHE BUILDING OFFICIAL. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. 1, SOIL PREPARATION F. LAMINATED BEAMS a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL 1. ALL LAMINATED MEMBERS SHALL BE FABRICATEED OF DOUGLAS FIR LARCH AT AND IN- PLACE DRY DENSITY OF THE COMPACTED FILL FOR LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL CONFORMANCE WITH THE APPROVED REPORT. SIZES SHOWN ARE NET, 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCOROANCE 2. CONCRETE C4NSTRUCTI(AN WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. a, PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING 3. PROVIDE UNITS CONFORMING TO A.TTC 117, 24FVS, DJ. FOR CONTINUOUS PLACEMENT, MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. u, PERIODIC VERIFICATION OF USE OF REQUIRE€DESIGN MIX.. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY r. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED STAMPED ON EACH MEMBER. TO FABRICATE SPECIMENS FOR STRENGTH TES'aS, PERFORM SLUMP AND AIR CONTENT TESTS ANO DETERMINE THE TEMPERATURE OF THE G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD- CONCRETE, 1, PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD 3, STEEL. CONSTRUCTION ASSOCIATION - 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE v ALL WELDING SHALL RECEIVE CONTINUOS SPECIAL INSPECTION AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF EXCEPT THE rOLLOWING: U.S. PRODUCTS STANDARD PST, LATEST E01TION FOR PLYWOOD, ALL PANELS 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE ACCORDANCE WITH SECTION 1704.3, WEATHER SHALL BE OF THE EXTERIOR TYPE. b. THE SPECIAL INSPECTOR NEED MDT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, 8. GENERAL WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIOiDIC INSPECTIONS ARE A. ENGINEER'S ACCEPTANCE MUST BE SECURER FOR ALL STRUCTURAL SUBSTITUTIONS. MADE OF WORK IN PROGRESS AND Ai VISUAL INSPECTION OF ALL WELDS I5 MADE PRIOR TO COMPLETION CPR PRIOR TO SHIPMENT OF SHOP B. ALL DIM3ENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECK FD AGAINST FIELD AND � C) WELDING. ARCHITECTURAL DRAWIN65, 1. SINGLE PASS FILLET WELDS N07 EXCEEDING 5/16" IN 'SIZE. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONCDITIONS.. IF CONDITIONS SPECIFIER IN THE APPROVED CONSTRUCTION DOCUMENTS AND ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. J UJ CO MANUFACTURER'S CE'RTIFIE'D MILL TEST REPORTS, 3. FOUNDATIONS A. THE A4LLOWAULE SOIL BEARING PRESSURE .ASSUMED IN DESIGN IS 1500 PSF. THE CDNTRACTOR SHALL RETAIN A LICEN5ED SOILS ENGINEER TO INSPECT THE C 0UN[DATUOIJ EXCAVATION, SOILS ENGINEER SHALL VERIFY IN WRITING, THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. j B. ALL (DOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING* ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY ELF CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MSINIMUM OF 48" BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED SACKFILL, APPROVED DY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 9S% (MINIMUti'M) MODIFIED PROCTOR DENSITY PER ASTM 011557 UNLESS OTHERWISERECO MIEND €D BY SOILS ENGINEER, UJ 77 D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TEST'S ON COMPACTED FILL UNDER FOOTING 5 AND INTERIOR SLABS -ON- GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION 15 COMPLETED SO THAT CONDITIONS MAY BE ihA5PI:C7m PRIOR FO PLACEMENT OF ANY FILL OR +CONCRET 4, CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL DE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX WIC RATIO % AIR REQ,Ybe 0104 -1 FOOTINGS /FOUNDATIONS WALLS, 3a@9 psi STD - -- --° C}fDVuR Fly V4i S EXTERIOR CONCRETE 4590 psi STD 0,45 6%_8 B. FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE WAR By Phi C_ ALL CONCRETE WORD AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE Prcgect No. 020 WITH A►CI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTH:LKWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF E eVS Ir7f35 CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 5, REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUP'S AND PLATE ANCHORS WHICH SHA1L BE DEFORMED BARS, ASTM DESIGNATION A610, GRADE 0 OR ASTM A1706 GRADE Erg. B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 31' ---� Z. CONCRETE POURED IN FORMES (EXPOSED TO WEATHER OR EARTH) 2° r! tti • - -' "� _- C, REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH �i° AK t] •� SECTIONS 7.5, 7.6 AND 7,7 OF ACI 318, LATEST EDITION. co S000 GENERAL NOTES , NEW STEEL BEAM RE: PLAN 314' SHIM AND GROUT L rti E9 CD 0 < CL IF BEAM BEARS ON WALL IF BEAM CAN NOT BEAR ON WALL SECTION 13 304"= !'-0- N4' 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 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL y B J Mondragon at 1:52 pm, Mar 20, 2013 NOT E: JOISTS AND DEC KING OMITTED EXISTING RIM (VERIFY) NEW 2X12 LEDGER RE: PLAN DECKING RE-- ARCH. 2X4 TOP PLATE REPLAN NEW STEEL BEAM WITH SOLID BLOCK114G RE: PLAN SIMPSON LU26 HANGER NEW JOIST RE: PLAN NEW 2X12 NEW 2X8 RE. PLAN NEW (3)2X RE: PLAN SIMPSON LK EACH SIDE AT V STAC>GER SECTION 9 314' = I'-(r SECTION 10- 314" = V-D" 2X4 TOP PLATE WITH 2' 0 BOLTS AT 7-S' STAGGER PACK OUT WEB RE: PLAN NEW STEEL BEAM RE: PLAN 1 Jjr X Y X G PLATE EACH SIDE WITH (2)-1 r2- 0 THRU-BOLTS EXISTING FLOOR - SHEATHING EMSTING FLOOR JOIST (VERIFY) EXISTING WALL ;VERIFY) r)FrKING RE- ARCH. 2X4 TOP PLATE W17H 1;2" 0 BOLTS AT 2'-6' STAGGER 2X10 # 3l6' PLYWOOD 11-001ING EPOCH SIDE WITH (2) -1 P2' 0 BOLT AT 2'4r NEW STEEL BEAM RE-. PLAN SIMPSON LU210 HAN NEW JOIST RE. PLAN SECTION 11 SECTION 12 -ATE 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 EXIS71NG (2)-00X114 X 6- (CONFIRM ACCEPTABIL17Y TO REUSE) EXISTING CONCRETE WALL RE: PLAN EXISTING TJ I AND 1" RIM EXISTING FLOOR - SHFA7HING EXISTING CONCRETE WALL SIMPSON CS POST BASE EXISTING FLOOR SHEATHING T SECTION 5- 314" = 1'-0' h I M LO H, SECTION 6- 3W =1 ° -a" �I SECTION 7 W4- 1, -T kN 7S (3)- 1121.0 THRU-'BOLTS (2)•314- 0 X 5- (EMBED) EXPANSION ANCHORS 1-15X05116 X 2' -0- (COPE AS REQUIRED) SECTION 8 304" = T-O' NOG D COWMN RE: PLAN X3)-,#3 TIES AT a- 43 TIE ATMID- HEIGHT (4)45 X L RE: PLAN PROWDE AND REPLACE EXISTING BLOCKING AS REQUIRED NEW SHEATHING RE: ARCH EXISTING SHEATHING ON NEW SIMPSON 1U11 EXISTING JOISTS TO REMAIN HANGER EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING 8LOCK[NG IS IN ADEQUITE CONDITION TO ACCEPT NEW HANGERS EXISTING WOOD STUD N EW JOISTS RE: PLAN BEARING WALL PROVIDF 21,+2" MIN. BEARING FOR NEW JOISTS ON EXISTING WALL SECTION 1- 314-! 1'-0" NEW SHEATHING RE: ARCH. - NEW SIMPSON LU26 HANGER EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUITE CONDITION TO ACCEPT NEW HANGERS NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH NEW JOIST RE. PLAN STEEL PLATE RE PLAN TH R U-BOLT WITH HEAVY WASHER RE- PLAN (2)•17 0 BOLTS WITIA H EAVEY WASHER AND LOCKNUTS SECTION 2 N 10, SECTION 3 3i4'= 11.0" EXISTING FLOOR SHEATHING EXISTING EXTERIOR WALL EXISTING STEEL BEAM WITH VYOOO BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUITE CONDITION TO ACCEPT NEW HANGERS EXISTING EXTERIOR WALL EXISTING FLOOR SHEATHING EXISTING STEEL BEAM WITH WOOD BLOCKING In 0 Checked By PM Project No, 9020 • Revisions 0, SECTION 4. ARCH ZE- ARCH - - - --- WEAN WITH WOOD BLOCKING jr Monroe, & Newell 11ngim-em, Inc. Avon -1 1 Odd- I rm'u. ri,nw i i>:> t t.-i i Date < Dfawn By In 0 Checked By PM Project No, 9020 oo Revisions 0, 0 < U) ry C) 0 C) (DI U) C) UJ 0 cj� 0 CD Lo CD Date 02-04-13 Dfawn By WKS Checked By PM Project No, 9020 Revisions soll DETAILS STEPS TO GRADE TO BE 2X 1 L' STIR I NGER WITH 2X12 TREADS PM 3'-0' WIDE CONCRETE PAD. CONCRETE 12 PAD TO BE 4' WITH 1'-G' THICKENED EDGE WITH 01 #4 AT V-01 EACH WAY NEW W10X12 RAILING ATTACHMENT - — SOLT THRU (3)-2X12 WITH (2)-412'o BOLTS AND HEAVY WASHERS (3)- ,2X1'2 ON TOP NEW WOOD PLATE WITH SIMPSON L90 EACH SIDE AT 2'-0' NEW 2X12 EXISTING CONCRETE AT 80 WALL- REPLACE EXISTING WOOD TOP PLATE WITH NEW 2X8 TREATED PLATES WITH 112"o ANCHOR BOLTS AT 2'-T MAXIMUM '1Z 'q - 06� ///77 13 BEAR R 2X 12 F U L L WIDTH - FASTEN TO NEW PLATE WITH L90 ONE SIDE EACH JOIST - OVERLAP 2X8 V-0' AND FASTEN TO 2X12 WITH (,0-112 "o BOLTS AT TWO ' BEAR STEJ BEAM ON LOCATIONS AND (3).SDS SCREWS (TYPICAL) /—CONCRET WALL RAILING ATTACHMENT - — BOLT THRU BLOCKING AND STEEL BEAM WITH (2),112'o BOLTS WITH HEAVY WASHER RE: ARCH NEW 2X17 RIM JOISTS - FASTEN TO EXISTING RIM ANWOR BLOCKING WITH (2}SIMPSON SAS 25300 SCREWS AT 14 I 1 < _S101 — APROVIDE SIMPSON LUS FACE FOUNT JOIST HANGER (TYPICAL) DECKING RE: ARCH NEW 2X8 AT 1'-4' NEW VVlOX12 - WITH 2X4 TOP PLATE AND PACK OUT WED WITH 2XIO PLUS 318" PLYWOOD EACH SIDE AND (2)-112".o BOLTS AT 2'-F 6X6 COLUMN BELOW ON V-Cr SQUARE WITH (4)45 VERTICAL (3) -TIES AT 3' AT 1' -4" ON 0.1 3-00 X T-V X 1'-17p FOOTING WITH (3)45 EACH WAY Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) 01' ........... TOWN OF VAIL By J Mondragon at 1:53 pm, Mar 20, 2013 EXISTING CONCRETE WALL N EW 2X12 RIM JOISTS - FASTEN TO EXISTING RIM A N DfOR BLOCKING WITH (2)-SIMPSON SAS 25300 SCREWS AT VA' PROVIDE SIMPSON LU FACE MOUNT JOIST HANGER (TYPICAL) DECKING RE: ARCH UA Z\_ 6X6 COLUMN BELOW ON I'-(Y — SQUAR5 WITH (4)-#5 VERTICAL (3)-TIES AT 3' AT l'-Cr ON 3'-Cr X 3'-0' X V-0' F 0071 NG WITH (3)-#5 EACH WAY 2X6 X FULL HEIGHT WITH 112'i3 X 4" EMBED EPDXY ANCHORS AT 4'-O' 2XI0 X 3'-0' BOLTED TO INSfOE EXISTING WALL WITH (2)114'o X 4' (EMBED? EXPANSION ANCHORS M PROM DE BOTTOM PLATE OF (2) -2X10 — (VERTICAL) BOLTED TO END OF CONCRETE WALL WITH. (2)-3Wo X4' EMBED EXPANSION ANCHORS RE-. ARCH 112' PLYWOOD SHEATHING (TYP[CAL) (2)-2X6 .X FULL HEIGHT WITH 1 r2"a X 4'(E M 8 ED) EPDXY ANCHOR AT 7-17 INTO EXISTING CONCRETE WALL (2)-2X6 X FULL HEIGHT ffiTH 'It7e X 4'(EMBED) EPDXY ANCHOR AT 2'-0' INTO EXISTING CONCRETE WALL NOTES-. 1.) HOLD BOTTOM OF WALL T CLEAR OF GRADE BELOW 2.) ALL FRAMING TO SE TREATED 3• SHEATHING WITHIN 7-0- OF GRADE TO BE TREATED NEW WALL ADDITION, 3W= I'-(r STEPS TO GRADE TO BE 2X12 STRINGER WITH 2X12 TREADS PM T-O" WIDE CONCRETE PAD, CONCRETE PAD TO BE 4' WITH 1' -0' THICKENED EDGE WITH #4 AT V-00 EACH WAY NEW W1QX1 2 12 r`J RAILING ATTACHMENT - SOLT THRU (3�2XI 2 WITH (2)-112 "o BOLTS AND HEAVY WASHERS (3)-2XI2 ON TOP NEW WOOD PLATE WITH SIMPSON L90 EACH SIDE AT Z-O!' EXISTING CONCRETE WALL- REPLACE EXISTING NEW 2X12 WOOD TOP PLATE WITH NEW AT 8' 2X8 TREATED PLATES WITH 112'o ANCHOR BOLTS AT 24" MAXIMLIM ID I A— BEAR 2X1:2 POLL WIDTH - FASTEN TO NEW PLATE NTH L90 ONE SIDE EACH JOIST - OVERLAP 2X8 V-0" AND FASTEN TO 2X12 WITH (3y 1 12'o BOLTS AT TWO LOCATIONS AND (3)-SDS SCREWS (TYPICAL) NEW WALL ADDITION RE- DETAIL NEW 2.X8 AT 1'4' Sol /--FOR ADDITIONAL INFORMA71ON BEAR STEEL BEAI CONCRETE WALL NEW W I OX 12 - WIT H 2X4 70P PLATE AND PACK OUT WEB WITH 2X10 PLUS 318" RAILING ATTACHMENT - P LYWDOD EACH SIDE AND (2)-112"o BOLTS BOLT TH RU BLOWNG, AND AT Z-8" STEEL BEAM WITH (2j 112'o BOLTS WITH HEAVY WASHER RE: ARCH FIRST LEVEL. F ISM MING PLAN 1A' ;; T-0' NOTES: 1,) AT EXISTING STEEL BEAM - REMOVE EMSTING JOIST. CONFIRM CONDITION OF EXISTING STEEL BEAMS AND BLOCKING. EXISTING JOIST HANGERS IN GOOD CONDITION AND AT CORRECT LOCATIONS MAY BE REUSED BUT EXISTING HANGER CAN NOT BE RELOCATED. 2•) NEW JOIST HANGER TO BE SIMPSON LU S26 (OR EQUAL) M uj a� z Monroe &' Newell EngiTle,e]_N, IFIL7- Avon I Date DCTI%'t'f 02-04-13 Drawn By WKS Checked By PM Project No. 9020 Revis�ons Si'l UNITS 5,6 Lo 0 Ln W Of C-0 LLJ 00 CO ZD C/) _J 0 M < 0 co C:) LL1 CL or 0 0 CD > < < L0 cy) 0 C LI 02-04-13 Drawn By WKS Checked By PM Project No. 9020 Revis�ons Si'l UNITS 5,6