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HomeMy WebLinkAboutB13-0021 REV2 PLANS APPROVEDIy �T X SECTION GUT SYMBOL XXX ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XX X 4 Ax REVISION 5YMB0L X XXX DETAIL OR PLAN ENLARGEMENT I I 1 ® WINDOW REFERENCE 3 °x 7° WINDOW / DOOR 51ZE ODOOR REFERENCE T xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYP 14 WELD SYMBOL DRAINAGE FLOW DE51ONATION XX ELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.,4 FLOOR L.E\/EL FLOOR LE\/EL B13 -0021 Approved by the EXTERIOR REMODEL Design Review Board TOWN Of VA! L t By Warren Campbell at 4 :36 pm, Jul 15, 2013 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) POTATO PATCH CLUB, UNIT 15116 17 TAW >��� By J Mondragon at 1:22 pm, Jul 09, 2013 950 RED SANDSTONE ROAD, VAIL, COLORADO 81637 ABV EARTH LB 5H HIN6 AFF ABOVE FINISHED FLOOR LT A B) AFO GRAVEL / DRAINAGE LTL WOOD- FINISH a CONCRETE LVR WOOD -ROUGH ACT STUCCO / EIFS or MH WOOD - BLOCKING ADJ GYPSUM WALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ROOF HINAOPHALT) LO MATL MATERIAL AL RIGID INSULATION MAX ROOF TILES (CERAMIC APPROX APPROXIMATELY M /SLATE) ADA MA50NRY Mr, STONE VENEER (DRY A/C AIR CONDITIONING MMB STACK) ARCH STEEL /METAL O O STONE VENEER (GROUTED) 65MT METAL DECKING M HEAVY TIMBER BR& METAL STUDS ® or ® ENGINEERED WOOD BF6 BELOW FINISHED GRADE MM GLAZING / MIRROR X SECTION GUT SYMBOL XXX ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XX X 4 Ax REVISION 5YMB0L X XXX DETAIL OR PLAN ENLARGEMENT I I 1 ® WINDOW REFERENCE 3 °x 7° WINDOW / DOOR 51ZE ODOOR REFERENCE T xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYP 14 WELD SYMBOL DRAINAGE FLOW DE51ONATION XX ELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.,4 FLOOR L.E\/EL FLOOR LE\/EL B13 -0021 Approved by the EXTERIOR REMODEL Design Review Board TOWN Of VA! L t By Warren Campbell at 4 :36 pm, Jul 15, 2013 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) POTATO PATCH CLUB, UNIT 15116 17 TAW >��� By J Mondragon at 1:22 pm, Jul 09, 2013 950 RED SANDSTONE ROAD, VAIL, COLORADO 81637 ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFO ABOVE FINISHED GRADE LTL LINTEL AP ACCESS PANEL LVR LOUVER ACT ACOUSTICAL GEILING TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING LO MATL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY M MECHANICAL ADA AMERICAN D15ABIL11Y ACT Mr, MEDICINE CABINET A/C AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL 65MT BASEMENT M METER BR& 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 M15GELLANEOU5 BLK& BLOGKINO MR M015TURE RE515TANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BLD& BUILDING N NORTH OFT CARPET NIG NOT IN CONTRACT 05MT CASEMENT NT5 NOT TO SCALE GIP CAST IN PLACE O.G. ON CENTER CLO CEILING OPO OPENING GTR CENTER OPP OPPOSITE OT CERAMIC TILE OPH OFF051TE HAND GLR CLEARANCE 05B ORIENTED STRAND BOARD COL COLUMN OD OUT5IDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MASONRY UNIT (P) PAINT G CONDUIT PR PAIR CON5T CONSTRUCTION PKNG PARKING GONT CONTINUOUS PVMT PAVEMENT OJT CONTROL JOINT FED PEDESTAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRESSURE TREATED DIM DIMEN51ON P5F POUNDS PER SQUARE FOOT DW P15H WA5HER P51 POUNDS PER SQUARE INCH DR DOOR PG PRE -CAST PROP PROPERTY DWG DRAWING QT QUARRY TILE DF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST RE: DEFER ELEG ELECTRICAL REF REFERENCE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORGING EMER EMER&ENCY READ REQUIRED EQ EQUAL RES RE51LIENT EQUIV EQUIVALENT REV REV15ION EXH EXHAUST RH RIGHT HAND EXO EX15TINO R R15ER EXP F-XFAN51ON R &S ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN R ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FINISH RO ROUGH OPENING FOM FACE OF MA50NRY R/5 ROUGH 5AWN F05 FACE OF STUDS 55 SANITARY SEWER FIN FL FIN15H FLOOR ELEVATION (S) SEALANT FE FIRE EXTINOU15HER 5HT SHEET FDG FIRE DEPARTMENT CONNECTION 5HTG SHEATHING FHG FIRE HOSE CONNECTION 5M SHEET METAL FEG FIRE EXTINGUISHER CABINET SIM SIMILAR FPL FIREPLACE 5PM 51NOLE PLY MEMBRANE FP FIREPROOFING 50 SOLID GORE FLO FLA5HIN6 5 SOUTH FLR FLOOR SPEC SPECIFICATIONS 50. FT. SQUARE FEET FD FLOOR DRAIN 5.5TL 5TAINLE55 STEEL FT& FOOTING 5TO STANDARD FND FOUNDATION STEEL �`�ING FBO FURN15HED BY OTHERS 5TL FUR FURRING 5D STORM DRAIN / SMOKE OA GAGE, GAUGE DETECTOR GALV GALVANIZED 5TR STRINGER OD GARBAGE DISPOSAL 5TRUC 5TRUCTURAL OG GENERAL CONTRACTOR 5W SWITCH &LAM OLULAM LAMINATED BEAM 5YM SYMMETRICAL OL OLA55, OLAZIN& TEL TELEPHONE &B GRAB BAR TV TELEVISION OND &ROUND THK THICKNESS THR THRESHOLD OWB &YPSUM WALL BOARD TBD TO BE DETERMINED HGR HANGER T45 TONGUE AND GROOVE HDW HARDWARE TOS TOP OF SLAB HDR HEADER T5L TOP OF STEEL HTO HEATING TOW TOP OF WALL HVAG HEATINO/VENTILATIN&/ AIR TB TOWEL BAR COND I TI ON I N& TR 7RAN50M HT HEIGHT T TREAD HG HOLLOW GORE TS TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL U& UNDERGROUND INGL INCLUDED UL UNDERWRITER5 LABRATORIE5 ID IN51DE DIAMETER UNO UNLESS NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR VB VAPOR BARRIER LBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VERSALAM TNT INTERIOR PERT VERTICAL JT JOINT VGT VINYL COMPOSITION TILE J5T J015T V VOLTS JO JANITOR'S CLOSET KV WA5HER / DRYER KIT KITCHEN WG WATER CLOSET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC LAV LAVATORY W WIDTH / WATT5 / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE VON WINDOW W/ WITH NO WITHOUT HD WOOD WP WATERPROOF / WEATHERPROOF 5EE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE $ INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, SATISFACTORY 4 CODE COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET $ 50HEDULE AS WELL AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION 5ERVICE5 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 DISCREPANCIES IN THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EX15TINO FIELD CONDITIONS $ VERIFYING NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN ANY AFFECTED AREA OF WORK. 04. PLAN DIMENSIONS ARE TO FACE -OF- FRAMING OR FACE -OF- CONCRETE UNLE55 NOTED OTHERWISE. GR055- 5ECTION $ VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLE55 NOTED OTHERWISE. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR $ CEILING CAVITIES FOR MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR MANUFACTURER/IN5TALLATION INSTRUCTION WHETHER SHOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. Ob. IN THE EVENT THAT ADDITIONAL DETAILS OR &UIDANCE 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 ARGHITECT/OWNER/TENANT OF RE5PON51BILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 01. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES $ OBTAINING ALL PERMITS $ REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RELEVANT CODES GOVERNING THI5 PROJECT. O8. GENERAL CONTRACTOR $ SUBCONTRACTORS SHALL FIELD COORDINATE $ OBTAIN APPROVAL FROM THE ARCHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. Oct. ALL NEW $ REMODEL (WHETHER ENGINEERED OR DE51GN- BUILD) ELECTRICAL, PLUMBING 4 FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE 4 REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY 4 OTHER A&ENCIE5 HAVING JURISDICTION, INGLUDINO ALL AMENDMENTS THERETO. 10. 5U65TITUTION5 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 s WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 12. GENERAL CONTRACTOR $ ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / INTERIOR DE5IONER5, STRUCTURAL, ELECTRICAL, PLUMBING $ ANY /ALL OTHER SPECIALTY GON5ULTANT /ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON THIS PROJECT. IF THERE ARE ANY CONFLICTS OR OM155ION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RESOLVE THE ISSUE. 13. AS A PART OF PROJECT GL05E -OUT, THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL WRITTEN $ GRAPHIG MATERIALS FOR ANY $ ALL EQUIPMENT, APPLIANCES, HARDWARE $ 5Y5TEM5 INGLUDINO WARRANTIE5, INSTRUCTION MANUALS, INSTALLERS $ MANUFACTURERS NAME s ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES s APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL $ CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARCHITECT +CONTRACTOR) 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 PROPOSED SUBMITTAL LOG WITH ALL DATES NOTED. ARCHITECT SHALL REVIEW $ REPLY TO EACH SUBMITTAL WITHIN 7 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON- GONFORMANGE, ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ALTERNATELY IF ALL THE ITEMS SPECIFIED MATERIALS L15TED HEREIN ARE BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS L15T AND PURCHASE L15T DEMON5TRATINO THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF SUBMITTALS. 16. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED 4 PROTECTED TO A55URE A WEATHER- RE515TANT EXTERIOR ENVELOPE ASSEMBLY. SEE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS THE FOLLOWING 15 A SUMMARY OF ITEMS SPECIFIED, REFER TO ATTACHED MANUFACTURERS SPECIFICATIONS AND MANUFACTURES LITERATURE FOR ADDITIONAL INFORMATION. ENSURE THAT WALL SUBSTRATE IS FLAT AND FREE OF DAMAGE AND FOREIGN DEBRIS BEFORE BUILDING WRAP 15 APPLIED. SECURE BUILDING WRAP WITH NON - CORROSIVE ROOFING NAILS OR 5TAPLE5 SPACED APPROXIMATELY a" ALONG THE TOP AND BOTTOM PLATES AND 24" APART IN THE FIELD OF THE ROLL. FASTENERS SHOULD BE OF SUFFICIENT LENGTH TO PENETRATE FRAMING OR FA5TENIN6 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: 5HEATHINO TAPE SHOULD BE APPLIED AT THE JOINTS OF BUILDING. FOR INTEGRATION WITH OPENINGS AND FLASHING MATERIALS, BUILDING WRAP SHOULD CONFORM TO INDUSTRY STANDARDS INCLUDING A5TM E2112 -01 AND AAMA 711 -05. ORAGE VYGOR PLUS BUTYL SELF- ADHERED FLA5HINO HTTP: / /HM.NA.eRAGEC ON5TRUGTI ON.COM APPLY IN FAIR WEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 40° F (4° G) OR HIGHER. APPLY DIRECTLY TO SUBSTRATE. COMPATIBLE SUBSTRATES INCLUDE WOOD, PLYWOOD, ORIENTED STRAND BOARD, EXTERIOR GYPSUM, METAL, CONCRETE AND MASONRY. INSTALL GRACE VYCOR BUTYL WITH WEATHER- RE515TIVE BARRIERS TO FORM WATER - SHEDDING 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 - CORROSIVE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR 50REW5 SPECIALLY PE51ONED FOR WOOD 51DINO ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INCLUDE STRUCTURAL SHEATHING THIGKNE55. MINIMUM 15 7116" 05B OR 1/2" PLYWOOD. IF U51NO SCREWS, A MINIMUM OF 3/4" MUST PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL SIDING OVER QUESTIONABLE WALL CONSTRUCTION. PLACE THE FASTENER P (NOMINAL) FROM THE TOP OF THE PANEL AND NO CLOSER THAN 318" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. 5TUCG0 3 GOAT CEMENTITIOU5 STUCCO SYSTEM: 5TO POWERWALL FINISH (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, SCRATCH $ BROWN GOAT W/ EMBEDDED 4 OZ (YELLOW) 5TO CRACK 150LATION MESH, 17 OA SELF- FURRED WOVEN STUCCO NETTING PER A5TM 01032,1 1/2" EXTRUDED FOAM INSULATION, TYVEK HOUSE WRAP. PROVIDE 'AMIGO' FOUNDATION WEEP SGREED $ 'AMIGO' CASING BEAD PER A5TM 01063. PROVIDE SUBMITTAL SHOWING CONTROL JOINTS FOR APPROVAL BY ARCHITECT. COLOR - 5A& HARBOR GRAY. PAINT: PAINT PRIMER AND STAINS FOR 51DINO, TRIM, SOFFITS AND STUCCO SHALL BE IN 5TRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXISTING FASCIA $ SOFFIT: BENJAMIN MOORE, AURA LINE, 1541, DRAOON'5 BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 CROMWELL GRAY 51DIN6: BENJAMIN MOORE, AURA LINE, HG -103 CROMWELL GRAY WINDOWS: PELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIC INTEGRAL ACRYLIC FINISH, COLOR TO MATCH BENJAMIN MOORE, HG -a5, SAO HARBOR GRAY GARDEN WALLS: PATCH AND REPAIR EX15TINO STUCCO. 5TO- LA5TIC ELA5TOMERIG PAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HO-15,5A6 HARBOR GRAY WINDOW $ DOOR TRIM: BENJAMIN MOOR HG -103 GROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 CROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN DECKIN&: EVERORAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. RAILING PANELS 4 GUARDRAIL GAP: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORGOAT, SEMITRANSPARENT STAIN PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER l _ !Ji01 TI.I TITLE SHEET A51 BUILDING LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO. I FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN A1.0 BASEMENT LEVEL FLOOR PLAN A I . I FIRST LEVEL FLOOR PLAN A1.2 SECOND LEVEL FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A6.1 DECK 4 GUARDRAIL DETAILS A6.2 DECK $ GUARDRAIL DETAILS A6.5 6UARDRA I L $ EXTERIOR WALL DETAILS A6.4 FLASHING $ WALL DETAILS A6.5 DECK $ GUARDRAIL DETAILS G DETAILS L A6.7 FLASHING $ TRIM DETAILS A7.1 WINDOW DETAILS A7.2 WINDOW $ DOOR DETAILS A7.5 UNIT -15 WINDOW $ DOOR ELEVATIONS A7.4 UNIT -16 WINDOW $ DOOR ELEVATIONS A75 UNIT -17 WINDOW $ DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAMING OWNER- POTATO PATCH CLUB HOME OWNERS ASSOCIATION C/O MCNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD N #300 VAIL, GO 81657 PHONE: 170.47x.6047 JEFF HANES, POTATO PATCH CLUB BOARD PRESIDENT OAC MANAGEMENT, INCORPORATE P.O. BOX 2511 EDNARD5, GO 81632 ERIK PETERSON, PRESIDENT ER I KPERTER50N@ OAGM I NG.GOM PHONE: 170.3x0.0163 MATT LEN15, COAP, AC PROJECT ENGINEER MATTLEN I SCE OACM I NC .GOM PHONE: 720.323.2441 VICTOR MARK DONALDSON ARCHITECTS P.O. BOX 5300 AVON, COLORADO 81620 PHONE: 1- 10.141.5200 CHRIS JUERGENS, PRINCIPAL E -MAIL: GHRISJ @YMDA.GOM MARK DONALDSON, PRINCIPAL E -MAIL: MARKD ®VMDA.COM MONROE 4 NEWELL ENGINEERS, INC. P.O. BOX 151-17 AVON, CO 81620 PHONE: 1-170.14a.7768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE ®MONROE- NENELL.COM l \/ L N N : ALPINE ENGINEERING, ING. P.O. BOX 17 EDWARD5, GO 81632 PHONE: 170.126.5373 GLENN PALMER E -MAIL: PALMER @ALPINECIYIL.COM REVISLUINCX BG�E 1520 WEST CANAL COURT, SUITE 240 L I TTLETON, GO 80120 PHONE: 303.550.1000 LINDA MCGONAN, PRINCIPAL E -MAIL: LINDA ®BUILDING- G -E.GOM GE JOHN50N CONSTRUCTION COMPANY 40800 H I GHNAY 6, SUITE 8 AVON, GO 81620 PHONE: 170.376.2523 ANDY SANDOVAL, SUPERINTENDENT SANDOVALA@ GEJOHNSON.GOM RECEIVED By David Rhoades at 4 :56 pm, Jul 03, 2013 PROJEECT DESCRIPTION- EXTERIOR REMODEL OF AN EXISTING TWO UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD 51DIN6, STUCCO REPLACEMENT, REMOVAL AND REPLACEMENT OF DECKING, DECK FRAMING, OUARDRAIL5 AND STEPS, WINDOW AND DOOR TRIMS AND RE- PAINTING OF EXTERIOR. ARCHITECTS 90 W BENCHMARK RORD SUITE 201 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 V_ C��� ►, VI TO r cl :' �. A ?\ cn ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 v0� Q 1310 ti �Z SHEET W� Cfl 00 0 zV00 Q z l­_ Q (0 0 0 LO z Q J 0 -ODU z C/) W J QO Lr) i 0 d■ ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 TITLE SHEET 1 T1.1 UNIT 15,16, AND 17 35 - -- _ - - - -- - - - - - - - - -- _ -- -�-t - - os �- 41 4 2 4 ~ 1 - , sal l+sza 34 33 - ` A 23 ✓1 \ �s - - �s eo a1 i 24 - - -- - 1a 6. ••1 -- , =.ter `• j _ _ 1 -f IOL t?J SCALE 0 2040 80 5, ILDING LCC�ATION PL -.- CODE REVIEW M I. APPLICABLE G XII. 1005.1 DOORS. MEANS OF F-ORE55 DOORS SHALL MEET THE REQUIREMENTS OF THI5 XV. EMERGENCY ESCAPE AND RESCUE B. 2012 INTERNATIONAL BUILDING CODE SECTION. DOORS 5ERVIN6 A MEANS OF EORE55 5Y5TEM SHALL MEET THE REQUIREMENTS OF A. 1029.1 GENERAL. IN ADDITION TO THE MEANS OF EORE55 REQUIRED BY THI5 CHAPTER, G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE THI5 SECTION AND SECTION 1020.2. DOORS PROVIDED FOR E6RE55 PURPOSES IN NUMBERS PROVISIONS SHALL BE MADE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS IN GROUP R -2 D. 2011 NEC GREATER THAN REQUIRED BY THI5 CODE SHALL MEET THE REQUIREMENTS OF THI5 SECTION OCCUPANCIES IN ACCORDANCE WITH TABLES 1021.2(1) AND 1021.2(2) AND GROUP R -3 E. ALL ADOPTED TOWN OF VAIL CODES A. 1005.1.1 51ZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE OCCUPANCIES. BA5EMENT5 AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE w SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL BE SUFFICIENT FOR THE OCCUPANT PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN 11. USE / OCCUPANCY LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES. CLEAR OPENINC75 OF ACCORDANCE WITH THI5 SECTION. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, CONDOMINIUMS - RE51DENTIAL R -2 DOORWAYS WITH 5WIN&IN6 DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT THE STOP, WITH THE DOOR OPEN 90 DEOREE5. SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. SUCH OPENIN65 SHALL OPEN III. BUILDING HEICHT5 AND AREAS EXCEPTIONS: DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. A. BUILDING HEIGHT (I 2 IBC TABLE 503) I. THE MINIMUM AND MAXIMUM WIDTH SHALL TO DOOR OPENINGS THAT ARE NOT LL NOT APPLY L EXCEPTIONS: R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT. PART OF THE REQUIRED MEANS OF EGRESS IN GROUP R -2 AND R -3 OCCUPANCIES. 3. BASEMENTS WITHOUT HABITABLE SPACES AND HAVING NO MORE THAN 200 SQUARE 40' -0" 6. EXTERIOR DOOR OPENING5 IN DWELLING UNITS AND 5LEEPIN6 UNITS, OTHER THAN THE FEET IN FLOOR AREA SHALL NOT BE REQUIRED TO HAVE EMERGENCY ESCAPE AND RESCUE B. BUILDING AREA ('12 IBC TABLE 503) REQUIRED EXIT DOOR, SHALL NOT BE LE55 THAN 76 INCHES IN HEIGHT. OPENIN65. R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY B. 1008.15 FLOOR ELEVATION. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF B. 1029.2 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENIN65 SHALL HAVE A A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH 51DE OF THE MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. IV. APPLICABILITY ('12 IBC,) DOOR. LANDIN65 SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDIN65, WHICH ARE PERMITTED TO EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE -FLOOR EMERGENCY E50APE A. R102.6 EXI5TIN6 STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXISTING HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERCENT AND RESCUE OPENIN65 SHALL BE 5 SQUARE FEET. ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, SLOPE). G. 1029.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION EXCEPT AS 15 SPECIFICALLY COVERED IN THIS CODE, THE INTERNATIONAL PROPERTY EXCEPTIONS: SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMEN51ON SHALL BE 20 INCHES. MAINTENANCE GODS OR THE INTERNATIONAL FIRE CODE, OR AS IS DEEMED NECESSARY BY THE I. DOORS SERVING INDIVIDUAL DWELLING UNITS IN GROUPS R -2 AND R -3 WHERE THE THE NET CLEAR OPENING DIMENSIONS 5HALL BE THE RESULT OF NORMAL OPERATION OF THE BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE FOLLOWING APPLY: OPENING. PUBLIC. 1.2. SCREEN DOORS AND STORM DOORS ARE PERMITTED TO 5WIN6 OVER STAIRS OR D. 1029.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS LANDIN65. SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED V. DEFINITIONS ('12 IBC,) 2. EXTERIOR DOORS AS PROVIDED FOR IN SECTION 1003.5, EXCEPTION I, AND SECTION FROM THE FLOOR. AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR 10202, WHICH ARE NOT ON AN ACCESSIBLE ROUTE. E. 1029.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENINGS EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE G. 1008.1.6 LANDIN65 AT DOORS. LANDIN65 SHALL HAVE A WIDTH NOT LE55 THAN THE SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BUILDING NOT PROVIDED WITH 5URROUNDIN6 WALLS SHALL BE INCLUDED IN THE BUILDING AREA WIDTH OF THE 5TAIRWAY OR THE DOOR, WHICHEVER 15 GREATER. DOORS IN THE FULLY OPEN BARS, GRILLES, &RATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES. LANDIN65 EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING 51ZE ABOVE SHALL HAVE A LEN6TH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LE55 THAN 44 INCHES. COMPLIES WITH SECTION 1029.2 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE EXCEPTION: LANDING LENGTH IN THE DIRECTION OF TRAVEL IN GROUPS R -3 AND U AND FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL OR FORGE GREATER THAN THAT WHICH I COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR WITHIN INDIVIDUAL UNITS OF GROUP R -2 NEED NOT EXCEED 36 INCHES. REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RE50UE OPENING. WHERE SUCH BARS, MORE 51DF-5 BY EXTERIOR BUILDIN6 WALLS OR OTHER F-NGL051NO DEVICES. D. 100&1.7 THRESHOLDS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH IN 6RILLES, 6RATE5 OR 51MILAR DEVICES ARE INSTALLED IN EX15TINO BUILDIN65, SMOKE ALARMS HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR SLIDING DOORS 5ERVIN6 DWELLING UNITS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 907.2.11 REOARDLE55 OF THE VALUATION DWELLING. A BUILDIN6 THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR OR 1/2 INCH ABOVE THE FINISHED FLOOR OR LANDING FOR OTHER DOORS. RA15ED OF THE ALTERATION. DE516NED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING THRESHOLDS AND FLOOR LEVEL CHANOE5 GREATER THAN 1/4 INCH AT DOORWAY5 SHALL BE F. 10295 WINDOW WELLS. AN EMERGENCY ESCAPE AND RESCUE OPENING WITH A FINISHED PURPOSES. BEVELED WITH A SLOPE NOT 6REATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL SILL HEIGHT BELOW THE ADJACENT &ROUND LEVEL SHALL BE PROVIDED WITH A WINDOW WELL I (50- PERCENT SLOPE). ACCORDANCE WITH SECTIONS 1029.5.1 AND 1029.5.2 DWELLIN6 UNIT. A 51NOLE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES EXCEPTION: IN OCCUPANCY GROUP R -2 OR R -3, THRESHOLD HEIOHT5 FOR 5LIDIN6 AND 6. 1029.5.1 MINIMUM SIZE. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVISIONS FOR LIVING, SLEEPING, EATING, 51DE- HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BE UP TO 13/4 INCHES IN HE16HT IF 9 SQUARE FEET WITH A MINIMUM DIMENSION OF 36 INCHES. THE AREA OF THE WINDOW WELL COOKING AND SANITATION. ALL OF THE FOLLOWING APPLY: SHALL ALLOW THE EMERGENCY ESCAPE AND RE50UE OPENING TO BE FULLY OPENED. I. THE DOOR 15 NOT PART OF THE REQUIRED MEANS OF EGRESS. H. 1029.5.2 LADDERS OR STEPS. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE TO ONE 2. THE DOOR 15 NOT PART ON AN ACCESSIBLE ROUTE AS REQUIRED BY CHAPTER II. 44 INCHES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STEPS. OF THE FOLLOWING: 3. THE DOOR 15 NOT PART ON AN ACCE551BLE UNIT, TYPE "A" UNIT OR TYPE "B" UNIT. LADDERS OR RUN05 SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT I. THE CLOSEST INTERIOR LOT LINE; E. 1006.1.5 DOOR ARRANGEMENT. SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 LEAST 3 INCHES FROM THE WALL AND SHALL BE 5PACED NOT MORE THAN IS INCHES ON CENTER 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC, WAY; OR INCHES MINIMUM PLUS THE WIDTH OF A DOOR 5WIN61N6 INTO THE SPACE. DOORS IN A SERIES Or,) VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. THE LADDER OR STEPS SHALL 3. TO AN IMAGINARY LINE BETWEEN TWO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL 5WIN6 EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL BY MORE THAN 6 INCHES. SHALL BE MEASURED AT RIGHT ANGLES FROM THE FACE OF THE WALL. EXCEPTION: 3. DOORS WITHIN INDIVIDUAL DWELLING UNITS IN GROUPS R -2 AND R -3 THE LADDER OR STEPS SHALL NOT BE 055TRUCTED BY THE EMERGENCY ESCAPE AND RESCUE OTHER THAN WITHIN TYPE A DWELLING UNITS. OPENING. LADDERS OR STEPS REQUIRED BY THI5 SECTION ARE EXEMPT FROM THE STAIRWAY STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE F. IOO6.L9 DOOR OPERATIONS. EXCEPT AS 5PEGIFIGALLY PERMITTED BY THI5 SECTION REQUIREMENTS OF SECTION 1009. ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT E&RE55 DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A ABOVE 15: KEY OR SPECIAL KNOWLEDGE OR EFFORT. 6. 1006.1.9.2 HARDWARE HEIGHT. DOOR HANDLES, 5AFTEY GLAZING ('12 IBC) I. MORE THAN 6 FEET ABOVE THE GRADE PLANE; OR PULLS, LATCHES, LOOKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES A. 24063 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 24063.1 EACH PANE OF 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. MINIMUM AND 46 INCHES MAXIMUM ABOVE FINISHED FLOOR. LOOKS USED ONLY FOR SECURITY SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. MANUFACTURER'S DE51ONATION SPECIFYING WHO APPLIED THE DEVONATION, THE MANUFACTURER VI. 420.2 SEPARATION WALLS. WALLS 5EPARATIN& DWELLING UNITS IN THE SAME BUILDING, OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS WELL AS THE WALLS SEPARATING 5LEEPIN6 UNITS IN THE SAME BUILDING AND WALLS 5EPARATIN& DWELLING XIII. 1009 5TAIRWAY5 INFORMATION SPECIFIED IN SECTION 2403.1. OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING A. 1009.4 WIDTH. THE W IDTH OF STAIRWAYS SHALL BE DETERMINED AS SPECIFIED IN B. 2406.4.1 G AZIN6 IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF L SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 706. SECTION 1005.1, BUT SUCH WIDTH SHALL NOT BE LE55 THAN 44 INCHES. 5WIN61N&, 5LIDIN6 AND BI -FOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. E XCEPTION: STAIRWAYS SERVING AN OCCUPANT LOAD OF LE55 THAN 50 SHALL HAVE A G. 2406.4.2 6 AZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR L VII. TYPES OF CONSTRUCTION (IBC '12) WIDTH OF NOT LE55 THAN 36 INCHES. OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO B. 1009.7 STAIR TREADS AND RISERS. STAIR TREADS AND R15ER5 SHALL COMPLY WITH GLAZING 15 WITHIN A 24 -INCH ARC, OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBC, TABLE 601 SECTIONS 1009.7.1 THROUGH 1009.7.5.3 P051TION AND WHERE THE BOTTOM EXPOSED EDGE OF THE &LAZIN6 15 LE55 THAN 60 INCHES PRIMARY STRUCTURAL FRAME O -HOUR - -- G. 1009.7.1 DIMENSION REFERENCE SURFACES. FOR THE PURP05E OF THI5 SECTION, ALL ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXTERIOR BEARIN6 WALLS O -HOUR - -- DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. D. 2406.4.3 6LAZIN& IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE D. 100912 R15M HEIGHT AND TREAD DEPTH. STAIR RISER HEIGHTS SHALL BE '7 INCHES PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS PER '12 IBC,, TABLE 602, FIRE- RE51TIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE MAXIMUM AND 4 INCHES MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LOCATION: 15 GREATER THAN 10 FT. N051N65 OF ADJACENT TREADS. REGTANOULAR TREAD DEPTHS SHALL BE 11 INCHES MINIMUM I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 GREATER THAN 9 SQUARE FEET. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF 2. THE BOTTOM EDGE OF THE &LAZING 15 LE55 THAN 15 INCHES ABOVE THE FLOOR; VIII. FIRE- RE515TANCE RATED CONSTRUCTION ('12 IBC) ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS NO51N6. 3. THE TOP EDGE OF THE GLAZING 15 GREATER THAN 36 INCHES ABOVE THE THE FLOOR; A. 705.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE EXCEPTION: IN GROUP R -3 OCCUPANCIES; WITHIN DWELLING UNITS IN GROUP R -2 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY REQUIRED WALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, OCCUPANCIES; AND IN GROUP U OCCUPANCIES THAT ARE ACCE55ORY TO INDIVIDUAL DWELLING AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. BUILDIN65 ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. UNITS IN GROUP R -2 OGGUPANCIE5; THE MAXIMUM R15ER HEIGHT SHALL BE 7 3/4 INCHES; THE B. 7055 EXTERIOR WALLS SHALL BE FIRE- RE515TANCE RATED IN ACCORDANCE WITH MINIMUM TREAD DEPTH SHALL BE 10 INCHES. A NOSING PROJECTION NOT LESS THAN 3/4 INCH TABLES 601 AND 602 AND THI5 SECTION BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS G. 705.6.1 ALLOWABLE AREA OF OPENIN65. THE MAXIMUM AREA OF UNPROTECTED AND WHERE THE TREAD DEPTH 15 LE55 THAN II INCHES. PROTECTED OPENIN&5 PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL E. 1009.7.4 DIMENSIONAL UNIFORMITY. STAIR TREADS AND R15ER5 SHALL BE OF UNIFORM NOT EXCEED THE PERCENTA&E5 SPECIFIED IN TABLE 705.6. 51ZE AND SHAPE. THE TOLERANCE BETWEEN THE LAROE5T AND SMALLEST R15ER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/6 INCH IN ANY Reviewed for Code Compliance EXCEPTION 2. BUILDINGS WH05E EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE - RESISTANCE FLIGHT OF STAIRS. Code: 2012 International Residential Code (IR RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. F. 1009.75.3 50LID RISERS. RISERS SHALL BE SOLID. EXCEPTION: 50LID RISERS ARE NOT REQUIRED FOR STAIRWAYS THAT ARE NOT REQUIRED B J Md at 1:22 m, Jul 09, 2013 TOWN OF VA If L y onry 9 on P IX. 706 FIRE PARTITIONS - WALLS 5EPARATIN6 DWELLING UNITS IN THE SAME BUILDIN6 AS TO COMPLY WITH SECTION 1001.3, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT REQUIRED BY SECTION 420.2 PERMIT THE PA55AOE OF A SPHERE WITH A DIAMETER OF 4 INCHES. A. 706.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION 6. 1009.6 STAIRWAY LANDIN65. THERE SHALL BE A FLOOR OR LANDING AT TOP AND OR FLOOR/GEILIN6 A55EMBLY BELOW TO THE UNDER51DE OF THE FLOOR OR ROOF 5HEATHIN6, BOTTOM OF EACH 5TAIRWAY. THE WIDTH OF THE LANDIN65 SHALL NOT BE LE55 THAN THE WIDTH SLAB OR DECK ABOVE OR TO THE FIRE - RESISTANCE -RATED FLOOR/CEILIN6 OR ROOF /GEILIN6 OF THE STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM WIDTH MEASURED Approved by the A55EMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. WHERE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE THE 5TAIRWAY HAS A STRAIGHT RUN THE DEPTH NEED NOT EXCEED 45 INCHES. DOORS OPENING Design Review Board 5HEATHIN6, DECK OR SLAB, THE SPACE BETWEEN THE GEILIN6 AND THE 5HEATHIN6, DECK OR WITO A LA NDINO SHALL NOT NDINO To LF- AHEIN REQUIRED TOWN i By Warren Campbell at 4:36 pm, Jul 15, 2013 SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS OPEN HE DOOR SHALL MORE THAN 7 INCHES AND THE PARTITION LINE. LANDING. X. 1001.1 GENERAL. BUILDIN65 OR PORTIONS THEREOF SHALL BE PROVIDED WITH A MEANS X. 1.1 6 E H. 1009.15 HANDRAILS. 5TAIRWAY5 SHALL HAVE HANDRAILS ON EACH 51DE AND SHALL OF EGRESS SYSTEM A5 REQUIRED BY THI5 CHAPTER. THE PROVISIONS OF THI5 CHAPTER SHALL COMPLY WITH SECTION 1012. WHERE GLASS IS USED TO PROVIDE THE HANDRAIL, THE HANDRAIL CONTROL THE DE516N, CONSTRUCTION AND ARRANGEMENT EMENT OF MEANS OF EGRESS COMPONENTS HALL ALSO COMPLY WITH SECTION 2407. REQUIRED TO PROVIDE AN APPROVED MEANS OF EGRESS FROM STRUCTURES AND PORTIONS EXCEPTION: DECKS, PATIOS AND WALKWAYS THAT HAVE A SINGLE CHANGE IN ELEVATION THEREOF. WHERE THE LANDING DEPTH ON EACH 51DE OF CHANGE OF ELEVATION 15 GREATER THAN WHAT 15 A. 1003.5 ELEVATION CHANGE. WHERE CHANOE5 IN ELEVATION OF LE55 THAN 12 INCHES REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. EXI5T IN THE MEANS OF EGRESS, SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE 15 GREATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE), RAMPS XIV. 1013 GUARDS COMPLYING, WITH SECTION 10101 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION 15 6 A. 1013.1 GENERAL. GUARDS SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1013.2 INCHES OR LESS, THE RAMP SHALL BE EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH THROUGH 10113.1. OPERABLE WINDOW5 WITH SILLS LOCATED MORE THAN 12 INCHES ABOVE MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH MATERIALS. FINISHED GRADE OR OTHER SURFACE BELOW SHALL COMPLY WITH SECTION 1013.6. EXGEPTION5: B. 1013.2 WHERE REQUIRED. GUARD5 SHALL BE LOCATED ALONG OPEN -SIDED WALKING I. A 51NOLE STEP WITH A MAXIMUM R15ER HEIGHT OF 7 INCHES 15 PERMITTED FOR SURFACES, INGLUDIN6 MEZZANINES, EQUIPMENT PLATFORMS, 5TAIR5, RAMPS AND LANDIN65 THAT BUILDINGS WITH OCCUPANCIES IN 6ROUP5 F, H, R -2, R -3, 5 AND U AT EXTERIOR DOORS NOT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW REQUIRED TO BE ACCESSIBLE BY CHAPTER 11. AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS 2. A STAIR WITH A 51NOLE R15ER OR WITH TWO R15ER5 AND A TREAD 15 PERMITTED AT SHALL BE ADEQUATE IN 5TREN6TH AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.6. LOCATIONS NOT REQUIRED TO BE AGGE5515LE BY CHAPTER 11, PROVIDED THAT THE RISERS AND G. 1013.3 HEIGHT. REQUIRED 6UARD5 SHALL NOT BE LE55 THAN 42 INCHES HIGH, TREADS COMPLY WITH SECTION 1009.1, THE MINIMUM DEPTH OF THE TREAD 15 13 INCHES AND AT MEASURED VERTICALLY AS FOLLOWS: LEAST ONE HANDRAIL COMPLYING WITH SECTION 1012 15 PROVIDED WITHIN 30 INCHES OF THE I. FROM THE ADJACENT WALKING SURFACES; CENTERLINE OF THE NORMAL PATH OF EGRESS TRAVEL ON THE STAIR. 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING EDGE5 OF THE TREAD N051N65 B. 1005.1.1 DOORS. DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. WIDTH BY MORE THAN 7 INCHES, DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED EXCEPTION: FOR OCCUPANCIES IN GROUP R -3 NOT MORE THAN THREE STORIES ABOVE WIDTH BY MORE THAN ONE -HALF. GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIE5 IN GROUP R -2 NOT EXCEPTIONS: MORE THAN THREE STORIES ABOVE GRADE IN HE16HT WITH SEPARATE MEANS OF E6RE55, 2. THE RESTRICTIONS ON DOOR 5WIN6 SHALL NOT APPLY TO DOORS WITHIN INDIVIDUAL REQUIRED &UARD5 SHALL NOT BE LE55 THAN 36 INCHES IN HEIGHT MEASURED VERTICALLY DWELLING UNITS AND SLEEPING UNITS OF GROUP R -2 OCCUPANCIES AND DWELLING UNITS OF R -3 ABOVE THE ADJACENT WALKING SURFACES OR ADJACENT FIXED 5EATIN6. OCCUPANCIES. D. 1013.4 OPENING LIMITATIONS. REQUIRED 6UARD5 SHALL NOT HAVE OPENIN65 WHICH ALLOW PA55AGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE XI. 1006.1 ILLUMINATION REQUIRED. THE MEANS OF E6RE55, INGLUDIN6 THE EXIT DI5CHARCE, REQUIRED GUARD HEIGHT. SHALL BE ILLUMINATED AT ALL TIMES THE BUILDIN6 SPACE SERVED BY THE MEANS OF E6RE55 E. 1013.6 WINDOW SILLS. IN OCCUPANCY GROUPS R -2 AND R -3, ONE- AND TWO - FAMILY 15 OCCUPIED. AND MULTIPLE- FAMILY DWELLINGS, WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE EXCEPTIONS: WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE I. OCCUPANCIES IN GROUP U. BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT 2. AISLE AGCE55WAY5 IN GROUP A. LE55 THAN 36 INCHES ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHIGH THE 3. DWELLING UNITS AND 5LEEPIN6 UNITS IN 6ROUP5 R -1, R -2 AND R -3. WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOW SHALL NOT PERMIT OPENIN65 THAT 4. SLEEPING UNITS OF GROUP I OCCUPANCIES. ALLOW PA55AGE OF A 4- INGH - DIAMETER SPHERE WHERE SUCH OPENIN65 ARE LOCATED WITHIN 36 INCHES OF THE FINISHED FLOOR. EXCEPTIONS: 2. WINDOW5 WH05E OPENIN65 WILL NOT ALLOW A 4 -INCH- DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW 15 IN ITS LARGEST OPENED POSITION. 3. OPENIN65 THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090. 4. WINDOW5 THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 1013.5.1 F. 1013.6.1 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION 1029.2 U M- ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C,� ►, VI TOR r0 D G A'�� ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N)i 0 4/29/2013 2/22/2013 1310 BUILDING LOCATION PLAN AS1 UNIT 15,16, AND 17 M 0 v0� Q w Cfl � � 0 zVpp Q � Z Q co � � 0 L�zp � Q J 0 -ODU z (n W J O i 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N)i 0 4/29/2013 2/22/2013 1310 BUILDING LOCATION PLAN AS1 UNIT 15,16, AND 17 O O O 2 1 V-2 O (D 1 A2.2 O O CEO O O O 15 16 2 .42.1 I L O L.2 v� w OO M �I O 15 16 DEMOLITION KEY - FLAN - - - , - .,, - -- - -- - - - - -- , - -- — — — PATCH MV REPAIR I:XI5TM S'flJC.CA. 2 GOATS OF PAW RE= PAW — — — VMS SHWr 11.1. r DEMOLITION NOTES THE FOLLOWING NOTES ARE TO A551ST IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER � ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDE5TRIAN PROTECTION, PER '12 IBC SECTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE 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 REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATIN65 4 FLOOR/GEILING A55EMBLIF-5 TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROOF-55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR P15RUPT ADJACENT OPERATIONS. 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. a. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF V By J Mondragon at 1:22 pm, Jul 09, 2013 O Approved by the O Design Review Board Q TOWN OF VAIL By Warren Campbell at 4:36 pm, Jul 15, 2013 z �, 5ASEMENT LEVEL DEMO PLAN 50ALE: 3 / 16" = 1'- O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 Y4C 04 l� �, � VI TOR � D F' A'�� ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 A4/29/2013 1 v0� Q 1310 ti DEMO woo Cfl DD °Voo Q $- Q P 0 0 � Z Q J 0 -ODU z U) W J_ Q �Oi 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 BASEMENT LEVEL DEMO PLAN 1 A0.0 UNIT 15,16, AND 17 zi O (DB O O6 2 .42.2 G)- I — � I 3ATH=4 BEDROOM \7d I D I N F 204 204 LIVING 204 UP KI TGf -IFN 20 DINING 204 1 .42.2 -OAS Ee LIVING 204 UNIT-11 UNIT -16 BEDROOM 204 UP I UN T =16 UN T= 5 O� 4I) 10 11 O KITCHEN � 204 DINING 204 W a OP R BATI -k 20.4 LIVING 204 O 2.2 BEDROOM 204 DN UP I 12 KI TGHEN DINING 204 14 15 C16 I 13 14 15 16 2 .42.1 O L.2 M O DEMOLITION KEY - PLAN REMOVE EX15TINO DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 $ HINDOHS; REMOVE DOOR FRAME 4THRE5HOLD) REMOVE EXI5TING DOOR, DOOR FRAME, $THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; SEE DETAIL I OR 2 5HEET A1.2. - RESET EXISTING DOOR OR WINDOW ONCE NEW FLA5HIN6 HA5 BEEN INSTALLED. REFER TO 5HEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUCT. FOR ELEMENT5 TO REMAIN. — — — — REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR H/ HOOD CLADDING, AND � OPERATO — — — PATCH AND REPAIR EXISTING STUCCO. 2 GOAT5 OF PAINT RE: PAINT 5PEC'S 5HEET TI.I. DEMOS T ON NOTES- THE FOLLOHING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. 1. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 5306 $ TABLE 5506.1. 5. MAINTAIN EXISTING MEANS OF EORE55 AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION 4 ANY POHER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING WALL SEPARATION RATIN65 4 FLOOR /CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROGF-55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR P15RUPT ADJACENT OPERATIONS. 1. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEH CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. 1. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING I NVENTORY $ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF 11AIC By J Mondragon at 1:21 pm, Jul 09, 2013 O Approved by the Design Review Board OTOWN OF V l l - By Warren Campbell at 4:36 pm, Jul 15, 2013 !a; �� FIRST ��V�� DEMO PLAN eCALE: 3 / 16" = 1'- O" l'I N1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ... I. V- C, COO VI TOR rb D F ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 A4/29/2013 1 v0� Q 1310 ti =w00 PLAN Cfl °Voo UNIT 15,16, AND 17 cfl Q0� 0 p_ z Q J —ODU z UO W J_ Q �0> LO 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 FIRST LEVEL DEMO PLAN 1 A0.1 UNIT 15,16, AND 17 ■ O O O O 2 ,42.2 O O (D O O 00 O 1 A2.2 2 .42.1 9 O L.2 O E OF OUT5IDE FACE STUD WALL BELOH 1 O � O10 II 12 13 14 I� 16 (i) N DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS $ WINDOWS; REMOVE DOOR FRAME $THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRESHOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; 5EE DETAIL I OR 2 SHEET A1.2. - RESET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN INSTALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EX15TINO OUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. — — — — REMOVE EX15TINO TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W HOOD CLADDING, AND — — — PATCH AND REPAIR EXISTING 5TUCCO. 2 COATS OF PAINT RE: PAINT — —_ — 5PEC'S SHEET TI.I. DEMOLITION NOTES- THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARP 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 BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBO 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 DISCONNECTED AND CAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATIN65 4 FLOOR/CEILINO ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONCEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE CLEAN AIR OR D15RUPT ADJACENT OPERATIONS. 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. a. MANAGE 5ALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 1:21 pm, Jul 09, 2013 Approved by the Design Review Board TOWN OF CIA 1 L " By Warren Campbell at 4:35 pm, Jul 15, 2013 SEC,,0ND LEVEL DEMO PLAN 50ALE: 3 / I6" = I' - O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C� ►, VI TOR r� D F' A` M ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 A4/29/2013 1 v0� Q 1310 ti '= w Cfl oo oo °Voo A0.2 UNIT 15,16, AND 17 �0ry 0 p_ z o -O0U z U, W J_ Q O > 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 SECOND LEVEL DEMO PLAN 1 A0.2 UNIT 15,16, AND 17 ■ ■ O O G) (D C,11 I RBI nlAl / 0 At-)r- O L.2 (i) EXTERIOR COLORS $ ATE I AL S L E5EI D NEW 5 -00AT 5TUG00 5Y5TEM: 5TO POHERHALL FIN15H (FREEFORM TEXTURE - LAGE), 5TO PRIMER/ADHE5IVE -B, SCRATCH 4 BROWN GOAT H/ EMBEDDED CRACK ISOLATION MESH, 17 GA SELF - FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE 4 COLOR. RE: WALL DETAIL SHEET FOR ADDITIONAL INFORMATION. 2 NEW HOOD 51DINO: Ix6 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. 3 NEH 2x R5 CEDAR HOOD TRIM AND RIM J015T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. q- EXISTING METAL ROOF 5HIN6LE5: TO REMAIN -NO CHANGE # NO WORK. CEDAR, STAINED. RE: DETAILS ON SHEET A61 NEH DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. _ALL NEW EXISTING HOOD SOFFIT I FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.S. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GA EN �PAIN A H A�RE' I E I5T11N STUCCO. 2 GO T5 OF RE: PA EC'5 SHEE T TI.I. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HASH $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. 3 1 AMITIONAL`tN5ULATION' ADD`1N5UL"ATI / OWNER $ OHNNER'5 REP. x REFER TO ATTACHED COLOR BOARD FOR 5PEGIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VAIC By J Mondragon at 1:21 pm, Jul 09, 2013 0 Approved by the Design Review Board TOWN OF MI. By Warren Campbell at 4:35 pm, Jul 15, 2013 5ASEMENT LEVEL FLOOR PLAN 50ALE: 3 / I6" = I' - O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ►, VI TOR r0 M ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved �o 1 A4/29/2013 v0� Q 2/22/2013 ti =w00 BASEMENT LEVEL Q0 00 °Voo 1 A1.0 UNIT 15,16, AND 17 0 0 p_ z o -ODU z U, W J_ Q �0i �0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 0 5/14/2013 1 2/22/2013 1: 1 1310 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 15,16, AND 17 0 .l ■ ■ O O O 1 2 BIM. A4 .42.2 O - O CED BATI+ 204 BEDROOM 204 7VN UP A 13 LIVINO 204 17.1.1 ----------------- Ll i � asz I � I I � I I I � I I I � 0 KITCHEN I I � I � I � IT.I I.I.A DININcS 204 UNIT =16 UNIT -15 O O O 1O n 5ATF�=4 E3 D OOM 204 204 � �(iK� I I LL 16.1.3 2 I DN <1TGHEN uP O O 1I 0 13 LIVINO DINING 1 1 I 204 204 O ' I I I I M I M E ATE n III 1 204 I I I61H (�Tje 6.1.1 16.1. Ib.I.J 16.1.1 I I I--------------------- - - - - - WATERPROOF DECK ASSEMBLY: O AMERICAN HYDROTECH 5Y5TEM MONOLITHIC MEMBRANE (6125 FR) (TYPICAL FOR 3 DECK5) �\ II UNIT-17 UNIT-II O FIRST LEVEL FLOOR FLAN 50ALE: 3 / 16" = 1'- O" O , 51M. A�o.1 1 n O10 0 L-) Sim. (i) O 002 BEDROOM 204 DN Vr - D LIVING 204 2 .42.1 13 14 15 C16 2 I I I I I I I I ' OI J - I I NEW ACCESS GATE TO MATCH RAILING I I K I I I I 15.13 I L -- ,0 L.2 <I TGHEN I 1 ! 7 77 I u I O I I I ' DINING 1 204 '46.2 2 15.1.1 C15. _2 O I HD - O 12 5 (13 S 15 16 EXTERIOR GOLORS $ MATERIALS LEGEND NEW 3 -GOAT STUCCO 5Y5TEM: 5TO POWERWALL FIN15H (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, 50RATCH 4 BROWN GOAT W/ EMBEDDED CRACK 150LATION MESH, 17 GA SELF - FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE $ COLOR. RE: WALL DETAIL SHEET FOR ADDITIONAL INFORMATION. 2 NEW WOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINOLE5: TO REMAIN -NO CHANGE NO WORK. EW EGK/BALGON GUA RAILS: SHALL B OUCH 5AW rj CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. LL NEW DECK FRA NG TO BE P 55 ATED. 6 EXISTING WOOD SOFFIT I FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAILS) GUTTERS 4 DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. &:!A EN LL: PA H A �5PECV'5 IRE ISTIN S1UGG0. 2 O TS OF PAIN RE: PAINT SHEET TH. ENTRY PATIO 4 GARDEN PAVER 5: EXISTING PAVER 5Y5TEM I2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. WI T A O NAL 5UL �10: S O OO T R 4 O WNS REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. DEG< REOUIREIvIENTS:_ 'EVERGRAIN COMPOSITE DECKING' I X b TO BE USED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERGRAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION INSTRUCTIONS. COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FA5TENIN6 SYSTEM. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL A By J Mondragon at 1:21 pm, Jul 09, 2013 Approved by the Design Review Board TOWN � By Warren Campbell at 4:35 pm, Jul 15, 2013 "T Al ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 r V6 TOR � D F �. . M ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved �o 1 0 4/29/2013 v0� Q 2/22/2013 1: 1 1310 LU oo 00 o zVpp 1 z co � 0 � � zp Q J 0 z z (n 0 0 W J_ Q �0> 0 d■ ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 0 4/29/2013 0 5/14/2013 1 2/22/2013 1: 1 1310 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 15,16, AND 17 O O O O 2 A2.2 (D tl*rQ. 1�1 A2.1 O I O10 II 9 13 15 16 EXTERIOR COLORS $ MATERIALS LE5END NEW 5 -GOAT STUCCO SYSTEM: 5TO POHERHALL FIN15H (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, SCRATCH $ BROWN GOAT W EMBEDDED CRACK ISOLATION MESH, 17 GA SELF- FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE $ COLOR. RE: HALL DETAIL SHEET FOR ADDITIONAL INFORMATION. 2 NEW HOOD SIDING: Ixb R.S. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE NO WORK. CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. -ALL NEW , EXISTING WOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. 6 EN LL: PA H A RE IRE I5TIN 5TUCG0. 2 O TS OF PAIN RE: PAINT 5PEC'5 SHEET TI.I. ENTRY PATIO 4 GARDEN PAVERS: EX15TINO PAVER SYSTEM 2 SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA5H 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 5 1 1 fil L. /111 NML�1NZ ;V1_ (1IVIV: J OWNER $ OWNNER'S REP. NATE HI REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. ?.1 Reviewed for Code Compliance OJ Code: 2012 International Residential Code (IRC) TOWN OF VAIN By J Mondragon at 1:21 pm, Jul 09, 2013 O L.2 O I DE FACE L BELOW (i) 0 Approved by the ODesign Review Board O TOWN OF VAI By Warren Campbell at 4:35 pm, Jul 15, 2013 r" n SEGOND LEVEL FLOOR PLAN 50ALE: 3 / 16" = 1'- O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 CO,�� VI TOR o D CC N 4 � ` A�'�� ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 A4/29/2013 v0� Q 2/22/2013 ti �Z 1310 W00 Q0 00 0 zVp� PLAN Z 0 cfl Qom LO Z0 0 —O Z U, D U W J Q �0> �0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 &5/14/2013 1 2/22/2013 1: 1 1310 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 15,16, AND 17 SECOND L 8267.50' 1=1RST LEV ' 8258.60 5 ASEMENI 824cf.70' EXISTING GHIMNEY5 TO BE PAINTED, 2 COATS OF PAINT, RE: PAINT 5PEG'S, TH SEGOND LEVEL 8267.55' 8258.65 15-FII r � rV1M..a O 0 Approved by the Design Review Board TOWN Of VA 1 L By Warren Campbell at 4:35 pm, Jul 15, 2013 1E UPPER IN5 -TYP. F__KONT LLLVATION 50ALE: 1/ 4" = 1'— O" EXISTING GHIMNEY5 TO BE PAINTED, EXISTING GHIMNEY5 TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT 5PEG'S, TH 2 GOATS OF PAINT, RE: PAINT 5PEC'S, TH SEGOND LEVEL 8267.5' E I RST LEVEL 8258.65' _ 5ASEMENT LEVEL 8241-1.80' koll Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIf L" By J Mondragon at 1:21 pm, Jul 09, 2013 lot I AA O15.2.E 16.2.E O 11.2.D z: STUCCO IN LIEU OP SIDING IF 15.2.G 15.2.E O 16.2.D 16.2.G 2 LE STUCCO IN LIEU OP SIDING Al I A-11 IG I AA / i \ I/_ I I - /A I�1 I I 04 E UNIT-15 �� UNIT -16 RIGHT ELEVATION CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT 5HALL BE STOPPED AND TIED AT EACH 51DE. 1.11.4 CONTROL JOINT5- 6ENERAL - CONTROL JOINT5 5HALL BE FORMED BY USING A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLING CASING BEAD5 BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE 5EPARATION 5PACING 5HALL BE NOT LE55 THAN 1/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RAN6E AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 1.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINTS 5HALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVE5, OR ANGLE TYPE 5TRUCTURE5. 1.11.4.2 THE DI5TANCE BETWEEN CONTROL JOINT5 5HALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT 5HALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE BASE EXTERIOR WALL. 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAME5 5HALL BE CON5IDERED A5 CONTROL JOINT5. 50ALE: I / 4" = I' - O" I6.I.E am%0 , 11.2.1 5TU000 IN LIEU OF 51DINO _ SEGOND LEVEL 8267.50' -7 I ` 11.1.2 11,1,E gfM 11.1.3 11.I.G 11.I.B UNIfia16 UNIfi =I7 U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 F I RST LEVEL O GARDEN WALL"PATGH AFV REPAIR rzXI5TING-5TUCC0. 2 CO T5 OP PAIN RE: PAINT 5PEC'S 5HEET 1-I.1. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER 5Y5TEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH 4 5EAL WITH TWO COAT5 OF CLEAR MA50NRY SEALER. 3 A IT Al 5UL 10 A N5U T�,00�01NA�IENIT� OWNER � OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROPOSED MATERIAL5. 970.949.5200 vmda @vmda.com FAX 949.5205 CO. VI TOR b D F ¢¢ EXTERIOR COLORS $ �AfiE I ALS LE5END -rv�ry vcu�inrv�t�vni 4 c�urw><rvi��: �nt1�l_ ac Rwc�n �rwvi CEDAR, 5TAINED. RE: DETAIL5 ON SHEET A6.1. NEW DECKING GODLGRAYATTAGHED WITH HIIDDENLFASTENER . COLOR -ALL NEW NEW 3 -0061 STUCCO 5Y5TEM: 5TO POWERWALL FINISH (FREEFORM TEXTURE - LACE), 5TO PRIMER/ADHE5IVE -B, SCRATCH $ BROWN GOAT W/ EMBEDDED CRACK 150LATION I DECK FRA ING TO BE P 55 ATED. EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN A5 15 WITH NEW PAINT. ME5H, 11 GA 5ELF- FURRED WOVEN STUCCO NETTING. CONTRACTOR 5HALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE 4 COLOR. RE: WALL DETAIL SHEET FOR 0 WINDOWS AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RESET. 2 3 ADDITIONAL INFORMATION. NEW WOOD 51DINO: Ix6 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. NEW 2x R5 CEDAR WOOD TRIM AND RIM J015T5: 8 Gi NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND IN5TALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. STUCCO SOFFIT ABOVE, RE: DETAIL(5) RE: EXTERIOR TRIM, WINDOW AND DOOR DETAIL5. Cfl � °Voo Q $— EX15TINO METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE Q GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS A5 NO WORK. I O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENT5 zO Q J 0 COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 F I RST LEVEL O GARDEN WALL"PATGH AFV REPAIR rzXI5TING-5TUCC0. 2 CO T5 OP PAIN RE: PAINT 5PEC'S 5HEET 1-I.1. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER 5Y5TEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH 4 5EAL WITH TWO COAT5 OF CLEAR MA50NRY SEALER. 3 A IT Al 5UL 10 A N5U T�,00�01NA�IENIT� OWNER � OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROPOSED MATERIAL5. 970.949.5200 vmda @vmda.com FAX 949.5205 CO. VI TOR b D F ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 O 5/14/2013 1 2/22/2013 1: 1 1310 EXTERIOR ELEVATIONS 1 A2.1 UNIT 15,16, AND 17 0 v0� Q ti LU Cfl � °Voo Q $— Q �Qo� P � zO Q J 0 —ODU z (n W J O i 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 O 5/14/2013 1 2/22/2013 1: 1 1310 EXTERIOR ELEVATIONS 1 A2.1 UNIT 15,16, AND 17 SEGON 8267.E u STUCCO IN LIEU PENDING DRB � SEGOND LEVEL 8267.50' 1=IRST LEVEL 8258.60' BASEMENT LEVEL 824.70' Reviewed for Code Compliance B Code: Mo draeon at 1x20 SmeJul109 20113C) TOWN OF VAIN Y 9 P , REAR ELEVATION 50ALE: I / 4" = I' - O" EU OF 51DINO 3EGOND LEVEL 3267.0' =1RST LEVEL 3258.60' Approved by the Design Review Board TOWN OF VA! L ► By Warren Campbell at 4:35 pm, Jul 15, 2013 CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 1.11.4 CONTROL JOINT5- 6ENERAL - CONTROL JOINTS SHALL BE FORMED BY U51N5 A SINGLE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLIN6 CASINO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PAGIN6 SHALL BE NOT LE55 THAN 1/5 IN. OR AS REOUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINT5 SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, GURVE5, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANCES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. UN I T= j 7 LEFT ELEVATION 50ALE: 1/ 4" = I' - 0" UNIfi�l6 UNIfi =16 17 rk UNIT =I5 EXTERIOR ®� 'NEW7EGK/BA LGONI'� SUAiDRAlLS: SHALL BOUGF+ SAW }� I CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING MATERIALS LEO END V SHALL $E EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE I GOD CRAY' ATTACHED WITH HIDDEN FASTENERS. LL NEW DECK FRA ING TO BE 55 ATED. NEW 3 -GOAT STUCCO SYSTEM: 5TO POWERWALL FIN15H (FREEFORM TEXTURE - LACE), 5T0 PRIMER/ADHE5IVE -B, EXISTING WOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN SCRATCH $ BROWN GOAT W/ EMBEDDED CRACK 150LATION AS 15 WITH NEW PAINT. MESH, 11 5A SELF - FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND FOR STUCCO TEXTURE 4 COLOR. RE: WALL DETAIL SHEET FOR RESET. ADDITIONAL INFORMATION. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. FIN15H DETAILS. CEDAR CLADDING, AND OPERATOR. NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: STUCCO SOFFIT ABOVE, RE: DETAIL(5) RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF 5HINGLES: TO REMAIN -NO CHANGE 4 CUTTERS 4 DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS NO WORK. O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. DEN W6LL"PAi`�,H AND REF3'AIR E)(115TIN�- T5 OF. PAINT RE: PAINT 5PEG'5 5HEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXI5TIN5 PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WA5H $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. 1 nvvi i I CAV-%� 'I IYOUL-M I I(A'C l OWNER $ OWNNER'5 REP. WI REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C/ ►, VI TOR r� D F 1 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 &5/14/2013 1 2/22/2013 1: 1 1310 PROPOSED ELEVATIONS A2.2 UNIT 15,16, AND 17 v0� Q ti w Cfl oo oo °Voo co � 0 ry � zO Q J 0 z U) r) L) W J_ Q �0> 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 &5/14/2013 1 2/22/2013 1: 1 1310 PROPOSED ELEVATIONS A2.2 UNIT 15,16, AND 17 n D�GK S 6U,4RDRAlI� PLAN Ix8 R5 T$6 CEDAR HORIZONTAL 51DINO en NEW DECK FRAMING, RE: STRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP ED6E5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD IXS R5 CEDAR HORIZONTAL SIDING 1/2" GDX PLYWOOD 6x6 R5 CEDAR POSTS ® 6-0" Or-, +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH SIDES NEW DECKING, RE: DECK REQUIREMENTS. :> THRU -BOLTS W/ WASHERS, NEW BLOCKING, RE: STRUCTURAL RE: STRUCTURAL 1 1/2" GHAMFER NEW P.T. SILL °;; ° \_NEW CONT. 2x12 R.5. CEDAR FASCIA/TRIM I BETWEEN 6x6 POSTS EXISTING S" GONG. WALL NEW STUCCO SYSTEM NO FOAM GUARDRAIL SECTION 5GALE: I" = I' - O" GUARDRAIL ELEVATION 50ALE: 1/ 2" = I' - O" Ix5 R5 T$6 CEDAR. HORIZONTAL 51DINO T i6 to 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH 51DF-5 IXS R5 CEDAR HORIZONTAL I> SIDING _ HC crm 1/2" GDX PLYWOOD 6x6 R5 CEDAR P05TS 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH SIDES NEW DECKING, RE: DECK REQUIREMENTS. THRU -BOLTS W/ WA5HER5, RE: STRUCTURAL 1 1/2" CHAMFER DECK FRAMING, J o RE: STRUCTURAL 2x12 R5 CEDAR FASCIA TRIM BETWEEN 6x6 POSTS 6x6 POST LOCATION, RE: STRUCTURAL GUARDRAIL SEGTION 50ALE: I" = 1'- O" DECK RE: STRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) ?xb R5 CEDAR TOP 'HORD, BOTH 51DE5 XS R5 CEDAR 40RI ZONTAL �IDIN6 /2" GDX PLYWOOD �xb R5 OF-DAR P05T5 P 6-0" OG +/- 2x4 R5 CEDAR BOTTOM :HORD BOTH 51DF-5 �EGKING, RE: DECK IREMENT5. BOLTS W/ WA5HER5, ,TRUGTURAL /2" CHAMFER .R FASCIA TRIM BETWEEN 6x6 POSTS WE - X-' 1- 1A 00517 P1 N 50ALE: I" = I' - O" 1/2" DIA. x 10" LONG LAG BOLT 6X6 R5 CEDAR P05T RIPPED W/ WASHER TO 51ZE AND BOLTED TO THE 3 1/2" PIA. CARRIAGE BOLT, BUILDING CORNER, AS 5HOWN A6.3 EQUAL 5PAGING; 2' -0" O.G. MAX. 2x6 R.5. CEDAR TOP EA. 51DE - - - - - -- -- ---- - - - - -- 2x4 R.S. CEDAR BOTTOM CHORD NEW 2X CORNER TRIM EA. SIDE NEW WOOD 51DIN6 IXS R5 CEDAR HORIZONTAL SIDING EA. 51DE 11 11 - - -- ---- - - - - -- 1/2" GDX PLYWOOD 1/2" NUT W/ WASHER COUNTERSUNK / EX1FRA'4N'.6�L X / ` I 515 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 2 LAYERS J" EXTRUDED FOAM INSULATION n 5 50ALE: 1 1/2 1' - 0 )fOST TO WALL 5 NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR NEW DOOR TRIM NEW IX2 SILL DAM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL DAM (DETAIL I/A1.2) THOROUGHLY CAULK NEW THRESHOLD IN NR GRACE LIQUID MEMBRANE I "xl" MIN. NEW 4" TREATED PLYD SILL PLATE —� 1 I - I /-11 DECKING DETAIL NOTES: • ALL FLA5HIN6 SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXPOSED FLA5HIN6 ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.6." COLOR SHALL BE SANDSTONE. • ALL REMAINING EXPOSED FLA5HING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE515TANT 5GREED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 32" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH SECTION 1405.4. THE WATER RE515TIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TO D AIL By J Mondragon at 1:22 pm, Jul 09, 2013 U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C VI TOR o A K D N 4 � M ----FLA5HING, RE: DETAIL NOTES A6.1 EX. FLOOR FRAMING, RE: A7.2 NEW DECK FRAMING STRUCTURAL EXISTING RIM / LEDGER v0� TO REMAIN ti NEW LEDGER _ RE: STRUCTURAL BITUTHENE 0/ TYVEK WEATHER co � BARRIER RE: SPEC.; EXISTING G.W.B. CEILING LO � RE: DETAIL I /A1.1 Z0 Q J 0 SEALANT RE: DETAIL A6.4 EXISTING CONCRETE FOUNDATION � � I I/2" EXTRUDED FOAM INSULATION EXISTING G.W.B. WALL j W J_ Q -� "WIND -LOOK" FASTENER -TYP. EXISTING FOAM TO REMAIN, PATCH AS = ____= TYPE VARIES PER LOCATION, REQUIRED, FASTEN NEW FLASHING TO (oil RE: MANUFACTURER'5 SPECS BELOW GRADE, RE: DETAIL NOTES A6.1 0 DEG< TO @ DOOR 4 ,BALL 50ALE: 1 1/2" = I' - O" DETAIL NOTES: • ALL FLA5HIN6 SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXPOSED FLA5HIN6 ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.6." COLOR SHALL BE SANDSTONE. • ALL REMAINING EXPOSED FLA5HING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE515TANT 5GREED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 32" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH SECTION 1405.4. THE WATER RE515TIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TO D AIL By J Mondragon at 1:22 pm, Jul 09, 2013 U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 C VI TOR o A K D N 4 � M �o v0� Q ti =woo oo °Voo co � 0 ry LO � Z0 Q J 0 —OU z (n D W J_ Q �0i 0 DEG< ff GUARDRAIL PLAN 50ALE: I / 2" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) JL By J Mondragon at 1:22 pm, Jul 09, 2013 GUARDRAIL ELEVATION 50ALE: I / 2" = I' - O" 2" STONE GAP BONDED METAL FLASHING W/ :TAR 5HING DETAIL NOTES A6.1 LKING RE: NOTES ON =T AI.I ,ING BEAD BITUTHENE OVER TOP MALL $ 6" DOWN ON :5 OF TYVEK EGT. THRU PEDESTAL GAP 50ALE: 1 1/2" = I' - O" NEW 1/2" PLYWOOD 5HEATHING NEW STUCCO 5Y5TEM (TYP) — 1/2" VIA. CARRIAGE BOLT, EQUAL SPACING; 2' -0" O.G. MA IXS R5 CEDAR 51DINO - - 1 /iii irw ai vi.innr 3 A6.3 CONCRETE ANCHOR RE: STRUCTURAL LINE OF NEW 5TONE GAP LINE OF FOUNDATION OUTER - EDGE BELOW GONDITION5 VARY, RE: PLAN NEW 2x10 WALL FRAMING, A5 5HOWN (TYP.) NEW 2x6 FULL HT. RE: STRUCTURAL METAL BRACKET, RE: DETAIL IXS R5 CEDAR SIDING 2x(b R.5. CEDAR TOP EA. 51DE 4 2x4 R.5. CEDAR BOTTOM CHORD EA. SIDE CORNER FIEDEST 50ALE: 1 1/2" = I' - O" -11/4" NEW 5TUCG0 SYSTEM WEEP SCREED v0� Q ti RE: DETAIL NOTES A6.1 °Voo FLA5HING W/ DRIP EDGE co � 0 ry � RE: DETAIL NOTES A6.1 NEW �" PLYWOOD J 0 -ODU z U) SHEATHING W J_ Q �0i NEW 2x4 R.5. CEDAR TRIM NEW 2x10 WALL FRAMING NEW 2 LAYERS OF TYVEK� � I � � BORTS OIR LAG 51 WEATHER BARRIER RE: SPEC. CREWS NEW 2" PLYWOG 5HEATHING WEEP SCREED RE: DETAIL NO' FLASHING W/ DI RE: DETAIL NO' NEW 2x8 R5 GE TRIM ANGLED GA51NG BEAD NEW 2x10 TREATED WALL FRAMING TREATED 2x10 BOTTOM PLATE RE: 5TRUGTURAL SEG THRU GORNER PEDESTAL SCALE: 1 1/2" = I' - O" NEW 2 LAYER5 OF TYVEK W.R.B., EA. 51DE WEEP 50REED RE: DETAIL NOTE5 A6.1 PLASHING W/ DRIP EDGE RE: DETAIL NOTE5 A&4-� NEW 2x4 R.S. CEOAR-----"2t TRIM DECK FRAMINO-J RE: STRUCTURAL '- ANGLED CASING BEA NEW STUCCO SYSTEM O m ?NER POINT EXI5TING INDATION EX15TINO &" GONG. WALL NEW 5TUCCO 5Y5TEM CA51 NO BEAD OUT BACK DECKING AT CORNER COL'S TO ALLOW GAP FOR DRAINAGE NEW 2X TREATED - d A6.3 ° NEW STUCCO 5Y5TEM NEW �" PLYWOOD 5HEATHING NEW 2x10 TREATED WALL FRAMING 2X PRE55URE TREATED PLATE RE: STRUCTURAL CONCRETE ANCHOR (TYP) RE: STRUCTURAL NEW 2 LAYERS OF TYVEK W.R.B. NEW �" PLYWOOD SHEATHING 2 -2x6 (PRE55URE TREATED) RE: STRUCTURAL WEEP 50REED RE: DETAIL NOTES A6.1 FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 2x8 R5 CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE SECT. THRU GONER PEDESTAL 50ALE: 1 1/2" = I' - O" U W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 V- C, CO. VI TOR 0 D rvnN---- - -` , � A? \` ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 DECK & GUARDRAIL DETAILS 1 A6.2 UNIT 15,16, AND 17 v0� Q ti =w� °Voo co � 0 ry � z Q J 0 -ODU z U) W J_ Q �0i 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 DECK & GUARDRAIL DETAILS 1 A6.2 UNIT 15,16, AND 17 1/2" NUT W/ WASHER COUNTERSINK 3/5" EQUAL SPACING; 2' -0" O.G. MAX. 2x6 R.S. CEDAR TOP EA. 51DE _ _ 2x4 R.5. CEDAR BOTTOM GHORL F EA. 51DE IX5 R.5. CEDAR LEN HORIZONTAL SIDING I 6x6 R.5. I 1/2" COX PLYWOOD CEDAR P05T I I \ IX5 R5 CEDAR HORIZONTAL 51DINO I L - - -- ------- - - - - -- 2x6 R.5. CEDAR TOP EA. 51DE - - - - - 2x4 R.5. CEDAR BOTTOM CHORE EA. SIDE LINE OF RAILING 1/2" DIA. CARRIAGE BOLT W/ WASHER. GAP ABOVE 3 EQUAL 5PAGING; 2' -0" O.G. MAX. A6.3 RAILIN 15 DETAIL 6x6 R.S. CEDAR P05T Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TAW! OF 11A1L BY J Mondragon at 1:22 pm, Jul 09, 2013 - 2x6 R.5. CEDAR TOP EA. SID' 4 2x4 R.S. CEDAR BOTTOM CHORD EA. 51DE 411 'SIMPSON STRONG -TIE' GUARDRAIL SECTION 5GALE: 3" = 1' - O" 50ALE: 5" = I' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING EQUAL SPACING; 21-011 I/2 DIA. CARRIAGE BOLT W/ WASHER, O.G. MAX. GAP ABOVE EQUAL SPACING; 2' -0" O.G. MAX. 2x6 R.5. CEDAR TOP EA. SIDE 2x6 R.5. CEDAR TOP EA. SIDE 42x4 R.5. CEDAR BOTTOM $ 2x4 R.5. CEDAR BOTTOM CHORD EA. SIDE -- - - - - -- --------------- - - - - -- - - - - - -- - CHORD EA. SIDE IX5 R.5. CEDAR�� \V I \V� jjj� IX5 R.5. CEDAR HORIZONTAL SIDING ? HORIZONTAL 5101NO - - - - -- ---------------- 1/2" COX PLYWOOD - c I/2" GDX PLYWOOD II II IX5 R.S. CEDAR IX5 R.5. CEDAR U , HORIZONTAL 51DINO HORIZONTAL 51DINO - - - - -- - - - -- -- - - -- - -- --- - - - - -- 2x6 R.S. CEDAR TOP EA. SIDE 2x6 R.S. CEDAR TOP EA. SIDE $2x4 R.5. CEDAR BOTTOM 42x4 R.5. CEDAR BOTTOM 1/2" 1/2" I/2" 1/2" CHORD EA. SIDE CHORD EA. 51DE 3 1/2" NUT W/ WASHER COUNTERSUNK 1/2" NUT W/ WASHER COUNTERSINK A6.3 3/5 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 315 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 6x6 RS CEDAR POST 4 A6.3 GUARDRAIL SEGTION 50ALE: 3" = 1' - O" NEW STUCCO SYSTEM - TYVEK, WEATHER BARRIER RE: SPEC. 1 1/2" EXTRUDED FOAM EXISTING WALL INSULATION EXISTING WA - EXISTING SHEATHING WEEP CASING GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; 1 V SLOPE FOR DRAINAGE PL WOOD PLYWOOD 2x GONT BAND ROUGH TRIM TYVEK TYVEK ' HEATHER� 2x12 R.5. CEDAR GONT BAND WEATHER BARRIER RE: TRIM BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION - BACKER ROD $ CAULK NEW STUCCO SOFFIT I' III 50ALE: 1 1/2" = 1'- O" a �a a EXISTING CONGRETt HALL 21 NEW TYVEK WEATHER BARRIER -------------- - - - - -- - - - - - -- RE: SPEC, w 1 1/2" THICK EXTRUDED FOAM INSULATION 5TO POWERWALL STUCCO PRE - BLENDED I GOAT SYSTEM; 1/2" QUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHESIVE -B Cfl 'CV-0 ACRYLIC BASE GOAT W/ EMBEDDED 5TO � RE I NFORG I NO MESH, STO PRIMER SMOOTH, Q 5TO POWERWALL SWIRL FINISH. IX5 R.5. CEDAR 51DINO IX5 R.5. CEDAR SIDING ML24Z STEEL CONNECTOR - TYPICAL FOR RAIL TO P05T - - - - - CONNECTIONS. - I O O 10 USE 5D5 1 /4x1 1/2 5GREW5 SIDE FRONT GUT LINE FOR MODIFIED ML24Z CONNECTOR ® 2x4 BOTTOM RAIL GUARDRAIL SEGTION 50ALE: 5" = I' - O" 1/2" DIA. CARRIAGE BOLT W/ VERIFY 2x BLOCKING WASHER. EQUAL SPAG I NG; ® 24" VERTICALLY 2'-0" O.G. MAX. TYVEK, WEATHER 2x6 R.5. CEDAR TOP EA. 51DE 4 BARRIER RE: 5PEG. 2x4 R.5. CEDAR BOTTOM CHORD EA. SIDE IX5 R.S. CEDAR SIDING 1/2" COX PLYWOOD EXISTING SHEATHING IX5 R.5. CEDAR 2x2 SLEEPERS 51DINO 2x6 R.5. CEDAR TOP EA. 51DE $ 2x4 R.S. CEDAR BOTTOM CHORD EA. 51DE 1/2" NUT W/ WASHER COUNTERSUNK 315" EQUAL 5PAGING; 2' -0" O.G. MAX. RAILING DETAIL 50ALE: 3" = 1' - O" NEW CEDAR IX5 R.5. CHANNEL LAP HORIZONTAL 51DINO ON 2x2 FURRING SLEEPERS AT EA. EXISTING STUD TYVEK, WEATHER BARRIER RE: SPEC. 1 1/2" EXTRUDED FOAM INSULATION EXISTING SHEATHING FLASHING W/ DRIP - RE: DETAIL NOTES A6.1 2x CONT. BAND ROUGH TRIM 2x12 R.S. CEDAR GONT BAND TRIM BACKER ROD 4 CAULK 1 1/2" EXTRUDED NEW 5TUG00 SOFFIT FOAM INSULATION EXTERIOR NOOD TR 50ALE: 1 1/2" = 1'- O" EXISTING PLYWOOD 5TO POWERWALL STUCCO PRE- BL.,.L.,L,. GOAT SYSTEM; 1/2" QUIGKRETE BASE GOAT 5TJCCO BASE, 5TO PRIMER/ADHESIVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO RE I NFORG I NO MESH, 5TO PRIMER SMOOTH, 5TO PONER4ALL SWIRL FINISH. EXISTING WALL FRAMING NEW TYVEK WEATHER BARRIER RE: SPEC. 41GK EXTRUDED ,., „ , ,N5ULATION 2x2 CEDAR TRIM-/ I151DE CORNER NEW CEDAR IX5 CHANNEL LAP HORIZONTAL 510IN6 2x2 5LEEPER5 1 1/2" EXTRUDED FOAM INSULATION EXISTING CORNER FRAMING EXISTING SHEATHING TYVEK, WEATHER BARRIER RE: SPEC. VERIFY 2x BLOCKING ® 24" VERTICALLY EXISTING WALL FRAMING a un- 1,616 N rial I For- WE am 50ALE: 1 1/2" = 1' - O" 4EW CEDAR 1x5 R.5. CHANNEL _AP HORIZONTAL 51DINO ON 2 x2 FURRING SLEEPERS AT A. EXISTING STUD YVEK WEATHER BARRIER RE: SPEC.; AP O/ BACK LEO OF FLASHING $ "ONT. BELOW XI5TIN6 SHEATHING 1/2" EXTRUDED FOAM 15ULATION 5" FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 <12 FURRING STRIP 2x12 R.5. CEDAR CONT. BELLY BAND TRIM NNOLED CASINO BEAD yEW STUCCO SYSTEM 1/2" EXTRUDED FOAM 15ULATION <15TING SHEATHING 50ALE: 1 1/2" = 1'- O" EXTERIOR NALL FINISHES, EXISTING PLYWOOD NEW I XS G R 4, PnQ 17 EXISTING WALL FRAMING FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW 2x5 R.5. CEDAR WINDOW HEAD TRIM NEW 2x5 R.S. CEDAR WINDOW JAMB TRIM NEW 2x5 R.5. CEDAR WINDOW 51LL TRIM �_)2 U A�I�I�AIL �a�GTION 2X2 BLOCKING - 1 1/2" EXTRUDED - FOAM INSULATION TN'F. WINDOW TRIM 50ALE: I" = 1'- O" NEW TYVEK WEATHER BARRIER RE: SPEC. 11/2" THICK EXTRUDED FOAM INSULATION FURRING AT ALL EXISTING STUDS (AT 51DINO WALL5 ONLY) 1/2" NUT W/ HASH EQUAL 5PAGING; 2x6 R.S. CEDAR TOP EA. 2x4 R.5. CEDAR BOTTOM C EA. SIDE IX5 R5 CEDAR HORIZONTAL 51DINO 1/2" COX PLYWOOD IX5 R5 CEDAR HORIZONTAL SIDING 2x6 R.5. CEDAR TOP EA. 2x4 R.S. CEDAR BOTTOM C EA. SIDE 5PAGING; 2' -0" O.G. MAX. VARIES NEW CEDAR IX5 CHANNEL LAP - HORIZONTAL SIDING EXISTING WALL FRAMING TYVEK WEATHER BARRIER RE: 5PEG.; CONT. AROUND CORNER Y EQUAL NEW 2x5 R.5. CEDAR OUT5IDE CORNER TRIM U CEDAR CHORD ARCHITECTS =�-- 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 5GALE: 1 1/2" = 1' - O" " M-A - W-1 50ALE: 3" = 1'- O" LINE OF RAILING GAP ABOVE (ox(o R.S. CEDAR P051 &ING GAP ABOVE 970.949.5200 vmda @vmda.com FAX 949.5205 C04� VI TOR ��s�. D F' rJ Q 21 es ' w a NEW CEDAR IX5 0Lr) CHANNEL LAP w LU Cfl 'CV-0 HORIZONTAL 51DINO Q � Q Cfl EXISTING SHEATHING 0 NEW BELLY BAND z Q J 0 FLASHING BELOW (n 2x2 BLOCKING LIJ 1 1/2" EXTRUDED FOAM INSULATION Q 5GALE: 1 1/2" = 1' - O" " M-A - W-1 50ALE: 3" = 1'- O" LINE OF RAILING GAP ABOVE (ox(o R.S. CEDAR P051 &ING GAP ABOVE 970.949.5200 vmda @vmda.com FAX 949.5205 C04� VI TOR ��s�. D F' rJ 0 vQ 0Lr) ti LU Cfl 'CV-0 °Vo0 Q � Q Cfl C/) 0 0 z Q J 0 -ODU z (n LIJ J Q o> U') 0) 0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL A BY J Mondragon at 1:23 pm, Jul 09, 2013 EXI5TING I 1 I/2" EXTRUDED FOAM INSULATION - FRAME WALL I I - 1 1/2" EXTRUDED FOAM INSULATION INTERIOR I NEW TYVEK WEATHER I N ERIOR EXISTING I NEW R WEATHER BARRIER RE: SPED. I - FRAME WALL BARRIER IER RE: SPED. I NEW STUCCO SYSTEM I I - NEW STUCCO SYSTEM I I II 'I PLYW00D 5HEATHIN5 iI NEW SIDING, PLYWOOD SHEATHING 11 1/8" GAP MIN., NEW 510IN6, NEW BITUTHENE OVER PLYWOOD SHEATHING it I/4" GAP MAX. I/8" GAP MIN., NEW BITUTHENE OVER PLYWOOD SHEATHING z - p I/4" GAP MAX. 3o w II k FOUNDATION WALL A5 SHOWN i o ° cccW��� k FOUNDATION WALL AS SHOWN it W oII NEW PRE55URE TREATED 2x4 NAILER I `a EXI5TING SILL PLATE } < NEW PRESSURE TREATED 2x4 NAILER II J z 4 L FOUNDATION WEEP SCREED I` ' '� o FOUNDATION WEEP SCREEDRE: O 3 1 RE: DETAIL NOTES Ab.l I a DETAIL NOTES Ab.1 z T = iil FLA5HING W/ HEMMED DRIP EDGE W/ BACKER FF� z iil ROD k SEALANT RE: DETAIL NOTES Ab.l it m O o - FLASHING RE: DETAIL NOTES A6.1 m iil it 3 o III WHEN REIN5TALLING EXISTING PAVERS, ' z ENSURE SLOPE OF PAVERS I/8" PEft FOOT i z f WHEN REINSTALLING EXISTING PAVERS, g z [ENSURE SLOPE OF PAVERS I /e" PER FOOT AWAY FROM EXISTING BUILDING WALL I �p 4 � U AWAY FROM EXISTING BUILDING WALL EXISTING 1 EXISTING PAVERS I EXISTING i 1 PAVERS EXISTING PAVERS 1 PAVERS i EXISTING LI ; FOUNDATION WALL EXI5TING SILL PLATE OUT AND REMOVE EXISTING z z EXISTING ' f INSULATION, REPLACE PV I/2" FOUNDATION I - cv GUT AND REMOVE EXI5TING ry EXTRUDED FOAM INSULATION AFTER WALL I INSULATION, REPLACE W/ I/2" BITUTHENE HAS BEEN INSTALLED EXTRUDED FOAM INSULATION AFTER EXISTING EXI5TING FOAM INSULATION TO REMAIN EXI5TING BITUTHENE HAS BEEN INSTALLED FOUNDATION FLASHING DETAIL W/ STUCCO THICKNESS VARIES BY LOCATION FOUNDATION WALL WALL FLASHING DETAIL W/ SIDING EXISTING FOAM INSULATION REMAIN FOUNDATION FLASHING @ PAVERS THICKNESS VARIES BY LOCATION FLASHING DETAIL W/ STUCCO FLASHING DETAIL W/ SIDING 50ALE: 311 = Il - oil EXP05M / PLATE ABOVE 6RADE FOUNDATION FLASHING @ PAVERS 0 RA g Q O w � p m w o z z N 50ALE: 3" = 1'- O" COVERED / PLATE ® OR BELOW GRADE EXISTING FLOOR NEW TYVEK WEATHER PLYWOOD 5HEATHING NEW TYVEK WEATHER a FRAMINGiI 1 I/2" EXTRUDED FOAM INSULATION <a NEW DECK FRAMING, BARRIER RE: SPEC. BARRIER RE: SPEC. INSULATION I I II ° RE: STRUCTURAL—,, PLYWOOD 5HEATHING I EXI5TING LEDGER, RE: STRUCTURAL PLYWOOD SHEATHING NEW STUCCO SYSTEM, RE: DETAILS II II I I i n NEW LEDGER, RE: STRUCTURAL NEW JOIST HANGER, RE: STRUCTURAL FOUNDATION FLA5HIN6 NOTES: I o 1/2" EXTRUDED FOAM INSULATION I I II II 2x4 NAILER > g 111111l w z 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 d FOUNDATION WALL SHOULD BE 8" P RE: DETAIL NOTES A6.1 f NEW BITUTHE14E OVER PLYWOOD SHEATHING NEW STUCCO 5Y57EM, RE DETAILS FLASHING RE: DETAIL NOTES A6.1 � F - 3. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 2" i FLASHING W/ DRIP EDGE I d FOUNDATION WALL AS SHOWN FIN. GRADE. ADD FILL TO ALLOW p ' RE: DETAIL NOTES A6.1 FOR POSITIVE DRAINAGE AWAY EXISTING I NEW BITUTHENE OVER PLYWOOD SHEATHING > p C FOUNDATION EXISTING FRAME WALL I d FOUNDATION WALL AS SHOWN 3 WALL w 7 FRAME WALL NEW 2x R.S. CEDAR f S izWn I I � ' EXISTING GRADE WALL PLYWOOD NEW PRESSURE TREATED 2x4 NAILER o g z � i FOUNDATION WEEP 5GREED OUT AND REMOVE EXI5TING z i 2 Q f �y EXTRUDED FOAM INSULATION AF iI WEEP 5OREEDRE: DETAIL NOTES A6.1 o i - EXISTING , FOUNDATION i EXI5TING FOAM INSULATION TO = WALL REMAIN THICKNESS VARIES BY NEW 5T0000 5Y5TEM, RE: DETAILS II Ii z it FLASHING RE: DETAIL NOTES Ab.l ° C FRAME WALL z z NEW 2x R.S. CEDAR TRIM 3 FLASHING K/ HEMMED FOUNDATION MEMBRANE OR CURED z in � p Nz II z_ ENSURE SLOPE OF PAVERS I/8" PER FOOT NEW DEGKING ZJ I z_ I ¢ N NEW TYVEK WEATHER z_ W m DEC,< TO I GUT AND REMOVE EXI5TING INSULATION, REPLACE W/ 1 1/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TIN6 FOAM INSULATION TO REMAIN THICKNESS VARIES BY LOCATION FLASK I N5 PLATE ABOVE GRADE EXISTING LAME WALL -IC LL .: FOUNDATION H WALL NEW TYVEK WEATHER EXI5TING 5HIM- I ' o BARRIER RE: SPEC. EXISTING FLOOR NEW TYVEK WEATHER PLYWOOD 5HEATHING it a FRAMINGiI 1 I/2" EXTRUDED FOAM INSULATION <a NEW DECK FRAMING, NEW BITUTHENE OVER PLYWOOD SHEATHIN BARRIER RE: SPEC. INSULATION I I II ° RE: STRUCTURAL—,, z I EXI5TING LEDGER, RE: STRUCTURAL PLYWOOD SHEATHING NEW STUCCO SYSTEM, RE: DETAILS II II I I i n NEW LEDGER, RE: STRUCTURAL NEW JOIST HANGER, RE: STRUCTURAL FOUNDATION FLA5HIN6 NOTES: I o - -- I I II II 2x4 NAILER > g 111111l FOUNDATION WEEP SCREED Q 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 d FOUNDATION WALL SHOULD BE 8" P RE: DETAIL NOTES A6.1 f NEW BITUTHE14E OVER PLYWOOD SHEATHING DRIP EDGE RE: DETAIL FLASHING RE: DETAIL NOTES A6.1 Q F - 3. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 2" i FLASHING W/ DRIP EDGE d FOUNDATION WALL AS SHOWN FIN. GRADE. ADD FILL TO ALLOW NOTES A6.1 ' RE: DETAIL NOTES A6.1 FOR POSITIVE DRAINAGE AWAY EXISTING it FRON BUILDING TO CREST OF C FOUNDATION HILL. SLOPE AWAY AT I" PER I' -0" FRAME WALL �FLA5HIN6, RE: DETAIL NOTES A6.1 WALL w 7 z NEW 2x R.S. CEDAR f - I I � ' EXISTING GRADE WALL PLYWOOD TRIM BOARD I I � i FOUNDATION WEEP 5GREED OUT AND REMOVE EXI5TING z i i DEC,< TO I GUT AND REMOVE EXI5TING INSULATION, REPLACE W/ 1 1/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TIN6 FOAM INSULATION TO REMAIN THICKNESS VARIES BY LOCATION FLASK I N5 PLATE ABOVE GRADE EXISTING LAME WALL -IC LL .: FOUNDATION H WALL f EXI5TING SILL PLATE r GUT AND REMOVE EXI5TING =j INSULATION, REPLACE W/ 1 112" EXTRUDED FOAM INSULATION AFTER EXI5TIN0 BITUTHENE HAS BEEN INSTALLED FOUNDATION WALL EXI5TING FOAM INSULATION TO REMAIN THICKNESS VARIE5 BY LOCATION — FLASHING DETAIL W/ STUCCO FOUNDATION F 3 50,ll 3" = I' - 011 IC 0 i z F z ' - n � i EXISTING FOUNDATION WALL FLA5HIN5 DETAIL W/ SIDING ASH I N5 @ PAVERS EXP05ED / PLATE 0 OR BELOW GRADE 51DING, GAP MIN., GAP MAX. EXISTING � PAVERS NEW 5101NO NEW TYVEK WEATHER EXI5TING 5HIM- i w o BARRIER RE: SPEC. SPACE NEW TYVEK WEATHER PLYWOOD 5HEATHING INTERIOR a z< 1 I/2" EXTRUDED FOAM INSULATION <a I NEW BITUTHENE OVER PLYWOOD SHEATHIN BARRIER RE: SPEC. INSULATION I d FOUNDATION WALL AS SHOWN z BARRIER RE: SPED. NEW STUCCO SYSTEM D PLYWOOD SHEATHING NEW STUCCO SYSTEM, RE: DETAILS I NEW SIDING, IF SHEATHING FOUNDATION FLA5HIN6 NOTES: I o - -- NEW PRE55URE TREATED I II II 2x4 NAILER > g 111111l FOUNDATION WEEP SCREED Q 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 d FOUNDATION WALL SHOULD BE 8" 11/2" EXTRUDED FOAM INSULATION RE: DETAIL NOTES A6.1 f NEW BITUTHE14E OVER PLYWOOD SHEATHING DRIP EDGE RE: DETAIL FLASHING RE: DETAIL NOTES A6.1 Q F - 3. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 2" II d FOUNDATION WALL AS SHOWN FIN. GRADE. ADD FILL TO ALLOW NOTES A6.1 FOR POSITIVE DRAINAGE AWAY I it FRON BUILDING TO CREST OF C Will HILL. SLOPE AWAY AT I" PER I' -0" FRAME WALL I I NEW PRESSURE TREATED 2x4 NAILER w 7 z NEW 2x R.S. CEDAR f - J EXISTING GRADE WALL PLYWOOD TRIM BOARD EXI5TING SILL PLATE 74 FOUNDATION WEEP 5GREED OUT AND REMOVE EXI5TING z E ' INSULATION, REPLACE W/ 1 1/2" �y EXTRUDED FOAM INSULATION AF BITUTHENE HAS BEEN INSTALLED i - EXISTING , FOUNDATION i EXI5TING FOAM INSULATION TO EXISTING WALL REMAIN THICKNESS VARIES BY NEW 5T0000 5Y5TEM, RE: DETAILS II FLASHING RE: DETAIL NOTES Ab.l� LOCATION C f EXI5TING SILL PLATE r GUT AND REMOVE EXI5TING =j INSULATION, REPLACE W/ 1 112" EXTRUDED FOAM INSULATION AFTER EXI5TIN0 BITUTHENE HAS BEEN INSTALLED FOUNDATION WALL EXI5TING FOAM INSULATION TO REMAIN THICKNESS VARIE5 BY LOCATION — FLASHING DETAIL W/ STUCCO FOUNDATION F 3 50,ll 3" = I' - 011 IC 0 i z F z ' - n � i EXISTING FOUNDATION WALL FLA5HIN5 DETAIL W/ SIDING ASH I N5 @ PAVERS EXP05ED / PLATE 0 OR BELOW GRADE 51DING, GAP MIN., GAP MAX. EXISTING � PAVERS NEW 5101NO o EXI5TING 5HIM- i w o Q z 3 0 SPACE NEW TYVEK WEATHER 1/2" EXTRUDED FOAM INSULATION INTERIOR a z< <a I NEW RIVER WEATHER BARRIER RE: SPEC. INSULATION I U z BARRIER RE: SPED. NEW STUCCO SYSTEM PLYWOOD SHEATHING I NEW SIDING, IF SHEATHING FOUNDATION FLA5HIN6 NOTES: I o - -- I. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 1' -0" I II II I/8" GAP MIN., PLYWOOD SHEATHING 111111l M 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 d FOUNDATION WALL SHOULD BE 8" 11/2" EXTRUDED FOAM INSULATION O I NEW BITUTHE14E OVER PLYWOOD SHEATHING DRIP EDGE RE: DETAIL w am F - 3. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 2" II d FOUNDATION WALL AS SHOWN ° NOTES A6.1 EXISTING I it C IF TOP OF FOUNDATION WALL 15 18" OR HIGHER ABOVE GRADE OR PAVERS. FRAME WALL I I NEW PRESSURE TREATED 2x4 NAILER w 7 EXIST. - EXISTING NEW 2x R.S. CEDAR - J WALL PLYWOOD TRIM BOARD FOUNDATION WEEP 5GREED O z ' FRAMING RE: DETAIL NOTES Ab.l i - , i Q EXISTING NEW 5T0000 5Y5TEM, RE: DETAILS II FLASHING RE: DETAIL NOTES Ab.l� r C FRAME WALL z 3 FLASHING K/ HEMMED FOUNDATION MEMBRANE OR CURED I WHEN REIN5TALLING EXISTING PAVERS, z_ ENSURE SLOPE OF PAVERS I/8" PER FOOT Vi AWAY FROM EXISTING BUILDING WALL N � z_ W m EXISTING PAVERS f EXI5TING SILL PLATE r GUT AND REMOVE EXI5TING =j INSULATION, REPLACE W/ 1 112" EXTRUDED FOAM INSULATION AFTER EXI5TIN0 BITUTHENE HAS BEEN INSTALLED FOUNDATION WALL EXI5TING FOAM INSULATION TO REMAIN THICKNESS VARIE5 BY LOCATION — FLASHING DETAIL W/ STUCCO FOUNDATION F 3 50,ll 3" = I' - 011 IC 0 i z F z ' - n � i EXISTING FOUNDATION WALL FLA5HIN5 DETAIL W/ SIDING ASH I N5 @ PAVERS EXP05ED / PLATE 0 OR BELOW GRADE 51DING, GAP MIN., GAP MAX. EXISTING � PAVERS NEW 5101NO o EXI5TING 5HIM- i w o Q z 3 0 SPACE NEW TYVEK WEATHER w� 0 S EXISTING G.W.B. a z< <a I i BARRIER RE: SPEC. INSULATION I U z PLYWOOD SHEATHING I NEW SIDING, IF SHEATHING FOUNDATION FLA5HIN6 NOTES: o - -- I. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 1' -0" Lo I/8" GAP MIN., FLASHING W/ HEMMED 111111l M 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 d FOUNDATION WALL SHOULD BE 8" 11/2" EXTRUDED FOAM INSULATION O I IS NOT FLUSH 1/4" GAP MAX. W/ DRIP EDGE RE: DETAIL am F - 3. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 2" FOUNDATION WALL NOTES A6.1 I 4. NO 517UTHENE 15 REOUIRED OVER PLYWOOD SHEATHING d FOUNDATION WALL IF TOP OF FOUNDATION WALL 15 18" OR HIGHER ABOVE GRADE OR PAVERS. I I NEW BITUTHENE OVER PLYWOOD SHEATHING EXIST. - EXISTING NEW 2x R.S. CEDAR - d FOUNDATION WALL AS 5HOWN WALL PLYWOOD TRIM BOARD i. ' FRAMING i - EXISTING NEW 5T0000 5Y5TEM, RE: DETAILS -- - -- EXIST. �� PROVIDE LIOR FRAME WALL z FLASHING K/ HEMMED FOUNDATION MEMBRANE OR CURED V N ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 i 3 w WALL �YURETHANE SEALANT p� a° NEW PRESSURE TREATED 2x4 NAILER p DRIP DOGE RE: DE7A1� > 4 i w d J EXI5TING SILL PLATE I NEW 2x R.S. OEDAR Q p > TRIM BOARD Q W o FOUNDATION WEEP SCREED 0 Lo ... �... a o RE: DETAIL NOTES A&.l j ADHERED MASONRY VENEER $ V400D 510IN6 NOTE5: ti v co i' FLASHING RE: DETAIL NOTES Al 1 + LLI DO Q 1405.10.1.3 GFARANGES. ON EXTERIOR STUD WALLS, ADHERED Q v z Q z a z EXI5TING ' z z - MASONRY VENEER SHALL BE INSTALLED A MINIMUM OF 4 INCHES -i FIN. GRADE ADD FILL TO ALLOW f FOUNDATION ' - FOR POSITIVE ORAINAOE AWAY ABOVE, EARTH E 2 INCHES ABOVE PAVED AREAS, OR A MINIMUM E Z L N m WALL ' `r FROM BUILDING TO CREST OF °x I/2 INCH ABOVE EXTERIOR WALKING SJRFAGES WIHICH ARE SUPPORTED Q i— O z i ' HILL. SLOPE AWAY AT I" PER 1' -0" BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL (n ry N l FLASHING DETAIL W/ 57U000 FLASHING DETAIL W/ SIDING FOUNDATION FLASHING @ GRADE 50ALE: 3" = 1' - O" WINDOW 0 o EXI5TING 5HIM- i w o Q z 3 0 SPACE m 2 w� 0 S EXISTING G.W.B. a z< <a Q i W N INSULATION cf) Q U FRAME WALL I NEW WINDOW 1 UNIT I EXISTING FOUNDATION WALL z E a ° 4 _ a k I WINDOW 5GALE: 3" = I' - O" PLATE ® OR BELOW GRADE BACKER ROD k SEALANT RE: DETAIL NOTES Ab.l .......... ...... .... I � WINDOW FLASHING RE: DETAIL 2/A7.2 NEW 2X CEDAR ®WINDOW TRIM ONLY NEW PRESSURE TREATED 2Y.6 FLA5HING RE: DETAIL NOTES Ab.l FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO z 9 CREST OF HILL. SLOPE AWAY AT I" PER I' -O" f m EXISTING GRADE z GUT AND REMOVE EXI5TIN5 - i INSULATION, REPLACE W/ 1 1/2" i EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED - EXISTING FOAM INSULATION TO REMAIN THICKNESS VARIES BY LOCATION m is TREMAIN 9THIGKNE55 RADE EMOVE EXI5TI7BY , REPLACE K/ EXISTING FOAM INSULA FOUNDAHAS BEEN IN5 WALL OAM INSULATIIGKNE55 VARI FLASHING DETAIL W/ 5T000O LOCATION FLASHING DETAIL V11 SIDING n FOUNDATION FLASHIN5 @ GRADE 5GALE: 3" = I' - O" 2" TOP AP - 9:ri d-7•l ir': NEW 1 1/2" EXTRUDED FOA TION SHALL OVERLAP ' - INS, A MIN. OF 2" U WEATHER BARRIEI SHALL BE 2" ABOV SURFACE NAILS HIGH, 50 NA VERLAFPED BY THE FE STEP FLA5HIN5 2304.11.2b WOOD 31DIN6. CLEARANCE BETWEEN WOOD 51DIN5 AND EARTH ON THE EXTERIOR OF CONCRETE 5TEP5, PORCH SLABS, PATIO L0 z Q J Q SLABS AND 51MILAR HORIZONTAL SURFACES EXPOSED TO THE Q EXI5TING GRADE WEATHER EXCEPT WHERE 51DING, 5HEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD. O cf) Q U z W J FOUNDATION FLA5HIN6 NOTES: o � I. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 1' -0" Lo MIN. ABOVE FINISHED GRADE, PAVERS, DECKING ETC. 111111l M 2. BITUTHENE OVER PLYWOOD 5HEATHIN6 d FOUNDATION WALL SHOULD BE 8" O MIN. BELOW TOP OF FOUNDATION WALL AT GRADE. am 3. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHOULD BE 2" MIN. BELOW TOP OF FOUNDATION WALL AT PAVERS. 4. NO 517UTHENE 15 REOUIRED OVER PLYWOOD SHEATHING d FOUNDATION WALL IF TOP OF FOUNDATION WALL 15 18" OR HIGHER ABOVE GRADE OR PAVERS. STEP FLASH# I N5 @ ROOF TO SCALE: 1 1/211 = I' - 0" iu c� GUARDRAIL ELEVATION 50ALE: 1/ 2" = I' - O" O crm 61-11/211 UFFER LEVEL RAILING 50ALE: I" = I' - O" EX15TIN0 DOOR EXIST. DOOR FRAME AND INTERIOR TRIM NEW DOOR THRE5HOLD 1001-011ik EX151NO FIN. FLOORmV EX. FLOOR FRAMING, RE: 5TRUCTURAL 'INO G.W.B. CEILING EXI5TIN5 G.H.B. HALL NEW DOOR TRIM 2x6 SMOOTH CEDAR TOP PLATE w/ EASED TOP EDOE5 2X4 OF-DAR TOP RAIL THRU -BOLT H/ HA5HER ATTACH 50LID BLOCKING a IN5UL RE: 5TRUCTURAL 1/2" x 1/2" PRE - FABRICATED TUBE STEEL RAILING, PIGKET5 5PAGED 3 1/2" A -PART bxb R.5. CEDAR P05T 2X4 CEDAR BOTTOM RAIL \­F TOP OF NEW DECKING THRU -BOLT5 H/ HA5HER5, ATTACH SOLID BLOCKING a IN5UL. RE: 5TRUCTURAL 1 1/2" CHAMFER 2x8 R5 CEDAR FA50IA TRIM BETHEEN bxb P05T5 1 1/2" EXTRUDED FOAM INSULATION NEW 'TYVEK' HEATHER BARRIER RE: 5PEC. NEW 5TUGCO 5Y5TEM SEG THRU UPPER RAILING 50ALE: I" = I' - O" IX8 R5 T$G CEDAR HORIZONTAL 51DINO m DECK FRAMING RE: 5TRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDOE5 (MILL TO SHAPE) 2xb R5 CEDAR TOP CHORD, BOTH 51DE5 1x8 R5 CEDAR HORIZONTAL 51DINO —1/2" GDX PLYWOOD _ bxb R5 CEDAR P05T5 6-0" OG +/- — 2x4 R5 CEDAR BOTTOM GHORD BOTH 51DE5 NEW DEGKING RE: DECK REQUIREMENT5 THRU -BOLT5 H/ HA5HER5, RE: STRUCTURAL —1 1/2" CHAMFER 3 -2x10 TREATED 2x12 R5 CEDAR FA5GIA TRIM RE: 5TRUGTURAL BETHEEN bxb POSTS EXISTING 8" GONG. HALL BEYOND LINE OF EXISTING GRADE GUARDRAIL SECTION 50ALE: I" = I' - 0 " bxb R.5. OF-DAR P05T5 1/2" x 1/2" PRE - FABRICATED TUBE 5TEEL RAILING PIGKET5 5PAGED 3 1/2" A -PART U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 co/ ►, VI TOR r� D F' A ? \C m 0 2 (b TOP RAIL Q ti w 2x4 TOP RAIE: Z co � 0 � � zp Q J 0 —ODU U) Q �0i 0 x 0 -7 0 DECKING RE: 5PECIFICATION5 5HEET TH 2x8 R.5. OF-PAR BELLY BAND 61-11/211 UFFER LEVEL RAILING 50ALE: I" = I' - O" EX15TIN0 DOOR EXIST. DOOR FRAME AND INTERIOR TRIM NEW DOOR THRE5HOLD 1001-011ik EX151NO FIN. FLOORmV EX. FLOOR FRAMING, RE: 5TRUCTURAL 'INO G.W.B. CEILING EXI5TIN5 G.H.B. HALL NEW DOOR TRIM 2x6 SMOOTH CEDAR TOP PLATE w/ EASED TOP EDOE5 2X4 OF-DAR TOP RAIL THRU -BOLT H/ HA5HER ATTACH 50LID BLOCKING a IN5UL RE: 5TRUCTURAL 1/2" x 1/2" PRE - FABRICATED TUBE STEEL RAILING, PIGKET5 5PAGED 3 1/2" A -PART bxb R.5. CEDAR P05T 2X4 CEDAR BOTTOM RAIL \­F TOP OF NEW DECKING THRU -BOLT5 H/ HA5HER5, ATTACH SOLID BLOCKING a IN5UL. RE: 5TRUCTURAL 1 1/2" CHAMFER 2x8 R5 CEDAR FA50IA TRIM BETHEEN bxb P05T5 1 1/2" EXTRUDED FOAM INSULATION NEW 'TYVEK' HEATHER BARRIER RE: 5PEC. NEW 5TUGCO 5Y5TEM SEG THRU UPPER RAILING 50ALE: I" = I' - O" IX8 R5 T$G CEDAR HORIZONTAL 51DINO m DECK FRAMING RE: 5TRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDOE5 (MILL TO SHAPE) 2xb R5 CEDAR TOP CHORD, BOTH 51DE5 1x8 R5 CEDAR HORIZONTAL 51DINO —1/2" GDX PLYWOOD _ bxb R5 CEDAR P05T5 6-0" OG +/- — 2x4 R5 CEDAR BOTTOM GHORD BOTH 51DE5 NEW DEGKING RE: DECK REQUIREMENT5 THRU -BOLT5 H/ HA5HER5, RE: STRUCTURAL —1 1/2" CHAMFER 3 -2x10 TREATED 2x12 R5 CEDAR FA5GIA TRIM RE: 5TRUGTURAL BETHEEN bxb POSTS EXISTING 8" GONG. HALL BEYOND LINE OF EXISTING GRADE GUARDRAIL SECTION 50ALE: I" = I' - 0 " bxb R.5. OF-DAR P05T5 1/2" x 1/2" PRE - FABRICATED TUBE 5TEEL RAILING PIGKET5 5PAGED 3 1/2" A -PART U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 co/ ►, VI TOR r� D F' A ? \C ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 DECK & GUARDRAIL DETAILS 1 A6.5 UNIT 15,16, AND 17 m 0 v0� Q ti w Cfl oo oo O zVpp Z co � 0 � � zp Q J 0 —ODU U) Q �0i 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 1 2/22/2013 1: 1 1310 DECK & GUARDRAIL DETAILS 1 A6.5 UNIT 15,16, AND 17 i i / I I I EXISTING LIVING ROOM I I I I I I I 1 1 2 HYDROTECH'5 MONOLITHIC MEMBRANE 6125 FR OVER 1/2" 4X4 �.6 5ECUROCK SET IN LOH RI5E INSULATION ADHESIVE OVER 40 PSI EXTRUDED POLYSTYRENE INSULATION SLOPED TO DRAIN RE: PLAN OVER 3/4" PLYWOOD 5HEATHIN6 NEW PAVER SYSTEM ON PEDESTALS RE: DETAIL SHEET — HYDROTECH'5 MONOLITHIC MEMBRANE 6125 FR OVER 3/4" PLYWOOD 5HEATHIN6 NEW 3/4 T40 PLYWOOD 5HEATHIN6; GLUED 4 5GREHED NEH 2x BLOGKING —\ EXISTING DECK FRAMING TO REMAIN; RE: STRUCTURAL i I i/ EXISTING 2x6 HALL--, EXISTING BEDROOM 4' -0" FIELD VERIFY NOTE: IF EX15TINO FRAMING CONDITIONS VARY FROM WHAT 15 SHOWN, CONTACT ARCHITECT FOR NEW DRAINAGE $ WATERPROOFING DETAIL. BETWEEN SLAB CONCRETE TOPPING SLAB HYDRODRAIN (OPTIONAL) APPROVED PROTECTION - MM 6125 -FR OR STD. 3 A6.6 NEH 2x8 RE: 5TRUCT. I -- DRAIN TO DOHN5POUT FIELD VERIFY LOCATION �` o NEW IXS CEDAR T$6 SOFFIT EXISTING 6X6 P05T 6-0" FIELD VERIFY SEGTION THRU DEG< 50ALE: I" = I' - O" V4 a ay a A a wn a FLEX -FLASH F, FLEX -FLASH UN OR DTHER APPROVED REINFORCEMENT MONOLITHIC MEMBRAN 3125 =X -FLASH F, =X -FLASH UN OR DER APPROVED NFORCEMENT NOLITHIC MEMBRAN STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TC COATING OF MONOLITHIC MEMBRANE 6125. NO REINFORCING SHOUI BE LEFT EXPOSED OVERNIGHT. NOTES: WHEN DOW STYROFOAM IS INSTALLED DIRECTLY UNDER AN IMPERVIOUS SURFACE (i.e., TOPPING SLAB, SETTING BED, ETC.) AN AIR LAYER ( HYDRODRAIN) MUST BE INSTALLED ON TOP OF THE FOAM. IF HYDRODRAIN OR INSULATION IS TO BE INSTALLED UNDER ASPHALT PAVEMENT A COMPACTED STONE BASE IS REQUIRED. CONTACT HYDROTECH FOR ADDITIONAL SUGGESTIONS REGARDING PLACEMENT OF ASPHALT PAVEMENT DIRECTLY OVER MM 6125. -5x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH SIDES Ix8 R5 CEDAR HORIZONTAL 51DIN6 BOTH SIDES 1/2" COX PLYWOOD 6x6 R5 CEDAR POSTS 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 12x6 SOLID BLOCKING -12x8 RS CEDAR FASCIA TRIM 1 I - HRU -BOLTS H/ HA5HER5, STRUCTURAL I 2x8 R5 CEDAR FASCIA TRIM ARCHITECTURAL PAVER PEDESTAL DOW STYROFOAM INSULATION HYDRODRAIN HYDROFLEX 30 OR OTHER APPROVED PROTECTION COURSE MONOLITHIC MEMBRANE 6125 (125 MILS) SURFACE CONDITIONER FLEX -FLASH F MONOLITHIC MEMBRANE 6125 (90 MILS) FABRIC REINFORCED ASSEMBLY FOR NEW CONCRETE SUBSTRATES AND ALL REHAB APPLICATIONS STEP 1 STEP 2 MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING H""rDROTEGH MONOLITHIG M 50ALE: NOT TO 50ALE i M NEH TYVEK HEATHER BARRIER RE: 5PEG. i NEW 1 1/2" EXTRUDED FOAM INSULATION v0� Q ti LU NEW SIDING °Voo it it cfl Q0� L � �zO Q FLASHING H/ DRIP EDGE —O0U z l' I RE: DETAIL NOTES A6.1 �'- NEH GOVT. 2x4 R.5. CEDAR TRIM / �Oi z I d) j 0 NEH PAVER 5Y5TEM ON PEDESTALS d■ / l I HYDROTEGH MONOLITHIC MEMBRANE 6125 FR EXTEND 12 MIN. UP FACE OF HALL. RE: DETAIL ,—NEH 3/4" T$& PLYWOOD 5HEATHIN6 EXISTING DECK FRAMING TO REMAIN RE: STRUCTURAL n DEC,,< DETAIL. �J ALE 3 " =I' -0" NEW DOOR NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR THRESHOLD — NEW 3" TREATED PLYD 51LL PLAT BELOW NEW THRESHOLD EX. FLOOR FRAMING, SEE 5TRUCTURAL EXISTING G.W.B. CEILING ' EXISTING CONCRETE HALL EXISTING G.H.B. HALL EXI5TIN6 FOAM TO REMAIN, PATCH AS REQUIRED, FASTEN NEW FLASHING TO 6" BELOW GRADE, RE: DETAIL NOTES A6.1 M NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR 51LL PAN (DETAIL I/A7.2). SET PAN IN A HEAVY URETHANE SEALANT NEW 3/4" TAG PLYWOOD SHEATHING GLUED 4 50RE14ED HYDROTECH'S MONOLITHIC MEMBRANE 6125 FR DECKING SYSTEM LjJ_--EXI5TING DECK FRAMING TO REMAIN RE: STRUCTURAL FLASHING H/ DRIP EDGE RE: DETAIL NOTES A6.1 BITUTHENE ii 1 1/2" EXTRUDED FOAM INSULATION "WIND -LOOK" FA5TENER -TYP. TYPE VARIES PER LOCATION, RE: MANUFACTURER'S 5PE05 50ALE: 1 1/2" = I' - O" NEW PAVER SYSTEM ON PEDESTALS 1/2" 5ECUROCK 1/2" 4'X4' 5ECUROGK SET IN LOH RISE INSULATION ADHESIVE 40 P51 EXTRUDED POLYSTYRENE INSULATION, SLOPED TO DRAIN HYDROTEGH MONOLITHIC MEMBRANE 6125 FR NEW 3/4" T$6 PLYWOOD 5HEATHIN6 loe � I I I DEG< DETAIL SCALE: 3" = 1'- O" C®AT STUGGO SYSTEM ASSEMBLY DESCRIPTION: A. 102 5TO POHERHALL STUCCO PRE-BLENDED:QUICKRETE- A GODE COMPLYING HATER RESISTIVE BARRIER, 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -5 ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH, AND EITHER A 5TO POHERWALL OR 5TO POHERFLEX 5HIRL FINISH. FINISH: I. 5TO POHERHALL FINISH: INTEGRALLY COLORED, FACTORY BLENDED, FLEXIBLE ACRYLIC TEXTURED FINISH WITH GRADED MARBLE AGGREGATE. A. FINISH TEXTURE - SWIRL 1.0- MEDIUM, COLOR - SAG HARBOR GRAY. OPTIONAL FINISH: I. 5TO POHERFLEX FINISH: INTEGRALLY COLORED, FACTORY BLENDED, ELA5TOMERIC TEXTURED FIN15H WITH GRADED MARBLE AGGREGATE. A. FIN15H TEXTURE - 5HIRL 1.0- MEDIUM, COLOR - SAO HARBOR GRAY. EXISTING 5HEATHIN6 TYVEK HEATHER BARRIER RE: SPEC. 1 1/2 THICK EXTRUDED FOAM INSULATION LATH PER A5TM G 1063 1/2" QUICKRETE BASE GOAT STUCCO BASF- 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT H/ EMBEDDED 4.5 OZ. REINFORCING MESH 5TO PRIMER SMOOTH 5TO POHERHALL SKIRL FINISH Mimi-vim 5-TUGGO WALL ASSD'vSL""'r-TYF- 50ALE: N.T.5 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TIM ���� By J Mondragon at 1:23 pm, Jul 09, 2013 __ __ __ :1 U H ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 c Co�� VI TOR o D N 4 � ` A�'�� M v0� Q ti LU Cfl � °Voo cfl Q0� L � �zO Q J 0 —O0U z (n W J_ Q �Oi d) 0 d■ 'TYVEK'HEATHER BARRIER RE: SPEC. OVER MTL FLASHING EXISTING PLYWOOD NEW 1 1/2" RIGID — EXTRUDED FOAM INSULATION NEW 1X8 CHANNEL LAP HORIZONTAL — SIDING FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING - RE: DETAIL 2/A1.2 2x WINDOW 7RIM - 2x8 FURRING AROUND ROUGH OPENING BAGKER ROD W/ CAULKING WINDOW FRAME WINDOW INSULATION 'TYVEK' WEATHER BARRIER RE: SPEC. EXISTING FRAME WALL EXISTING PLYWOOD NEW 1X8 CHANNEL LAP HORIZONTAL -- - SIDING— NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION CAULKING 2x8 R.S. CEDAR WINDOW TRIM WINDOW GLAZINE WINDOW FRAME BAGKER ROD d GAULKIN6 NEW WINDOW FLASHING - RE: DETAIL 2/A1.2 2x WINDOW TRIM; CHAMFER TOP 2xb TREATED FURRING - AROUND WINDOW ROUGH OPENING CAULKING — TYVEK' WEATHER BARRIER - RE: SPEG.;EXTEND TO TOP OF SHEATHING NEW IX8 CHANNEL LAP WOOD SIDING NEW I1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD HEAD TRIM /CASING INSULATION EXISTING FRAME WALL - G.WB. EXISTING - HEADER - TRIM /CA51N6 NEW WINDOW UNIT 5CREEN WIN. SILL BELOW k-KN WINDOW_ SCREEN NEW WINDOW BACKER ROD d CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A1.2 a AME3 I NEW WINDOW UNIT SCREEN 5 SILL DAM AT.2 WOOD WINDOW SILL I' II TRIM /GA51NG- 11 II O.H.B. 11 INSULATION 1 I EXISTING FRAME WAL SLL NINON DETAIL SIDING 56ALE: 3" = 1' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL BY J Mondragon at 1:23 pm, Jul 09, 2013 'NVEK'HEATHER BARRIER RE: 5PE0. OVER MTL FLASHING EXISTING PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO 51(5TEM — 1x4 VERTICAL SLEEPERS 24" O.C. - CASING BEAD W/ PEEPS 1/4" MIN. FLASHING W/ DRIP EDGE — RE: DETAIL NOTES Ab.l NEW WINDOW FLASHING — RE: DETAIL 2 /Al.2 2x8 WINDOW TRIM 2x8 FURRING AROUND_ ROUGH OPENING BACKER ROD W/_ CAULKING WINDOW FRAME - WINDOW I� i 7RIM /GA51N5 'TYVEK' HEATHER EXISTING BARRIER RE: 5PEG. FRAME WALL EXISTING PLYWOOD _ _ _ _ _ _ NEW 1 1/2" RIGID EXTRUDED FOAM INSJLATION NEW 5TUrra SYSTEM LASING BEAD BALKER ROD d CAULKING 2x8 R.5. CEDAR WINDOW TRIM WINDOW GLAZING — WINDOW FRAME — BAGKER ROD d CAULKING NEW WINDOW FLASHING — RE: DETAIL 2 /AT2 2x WINDOW TRIM; — CHAMFER TOP 2x6 TREATED FURRING AROUND WINDOW ROUGH OPENING BAGKER ROD d — CAALKIN6 CASING BEAD - 'TYVEK' HEATHER BARRIER RE: SPEC.; EXTEND TO TOP OF SHEATHING NEW 57LIGGO SYSTEM — NEW 1 1/2" RIGID EXTRUDED — FOAM INSULATION EXISTING PLYWOOD — JAMS INSULATION EXISTING FRAME WALL - G.W.B. NEW WINDOW I UNIT SCREEN WIN. SILL BELOW NEW WINDOW SCREEN BACKER ROD d CAULKING NEW WINDOW FLASHING RE: DETAIL 2 /AT.2 NEW WINDOW UNIT SCREEN 7 SILL DAM - WOOD WINDOW 511-L TRIM /CASING 1 GW.B. INSULATION EXISTING FRAME WALL NI NDON DETAIL STUCLO 50ALE: 3" = 1' - O" 'TYVEK' HEATHER W BARRIER RE: 5PEG. OVER MTL FLASHING C) NEW 1 112" RIGID EXTRUDED V l Lo FOAM INSULATION i it co NEW STUGGO SYSTEM V �— iI O Q CO 49:%: it CASING BEAD W/ WEEPS Q— Q 1/4" MIN. GAP - cf)O FLASHING K/ DRIP EDGE i wJ 0Y Q RE: DETAIL NOTES A6.1 1 CD L0 i i NEW WINDOW FLASHING O RE: DETAIL 2/A'I.2 - y 2x8 WINDOW TRIM j (t 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME NEW WINDOW UNIT WINDOW GLAZING 1 SCREEN I.u�.•m EXISTING WALL FURRING HEAD WIN. 51LL BELOW - O.H.B. EX. WALL FURRING 7RIM /CA51N6 EXI5TING 8" GONG. FOUND. WALL NEW 1 1/2" RIGID _ EXTRUDED FOAM:; INSULATION 'TYVEK'WEATHER BARRIER RE: 5PEG. NEW WINDOW SCREEN - - _ _ - NEW STUCCO 5Y5TEM CASING BEAD 2x8 R.5. BAGKER ROD d CEDAR WINDOW CAULKING BAGKER ROD d NEW WINDOW CAULKING TRIM NEW WINDOW FLASHING RE: DETAIL 2/A1.2 �AME3 WINDOW GLAZING WINDOW FRAME BAGKER ROD d CAULKING NEW WINDOW FLASHING — RE: DETAIL 2/A1.2 2x WINDOW TRIM CHAMFER TOP 2x6 TREATED FURRING AROUND WINDOW ROUGH OPENING BACKER ROD d CAULKING CASING BEAD 'TYVEW WEATHER BARRIER RE: SPEC. OVER CASING BEAD NEW STUCCO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION FOUNDATION WEEP 5GREED -� RE: DETAIL NOTES A6.1 26 GAUGE GALVANIZED SHEET METAL PAINTED FLASHING EXISTING GRADE NEW WINDOW UNIT 7 A"12 SILL DAM EXISTING 8" GONG. FOUND. WALL <i DL WINDOW SILL EX15TINC SHIM SPACE EXISTING O.A.E. INSULATION EXISTING FRAME HALL NI NDON DETAIL @ FOUND. NISTUOOO 50ALE: 3" = 1' - O" 'TYVEW WEATHER BARRIER RE: SPEC. OVER MTL FLASHING EXISTING PLYWOOD NEW 11/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM 1x4 VERTICAL SLEEPERS 24" O.C. - CASING BEAD W/ WEEP5- 1/4" MIN. FLASHING W/ DRIP EDGE — RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING RE: DETAIL 2/A1.2 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD H/_ CAULKING WINDOW FRAME - WINDOW TRIM /CA51NG 'TYVEK'WEATHER EXISTING+ \ BARRIER RE: SPEC. FRAME WALL EXISTING PLYWOOD _ _ _ _ _ _ NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM CASING BEAD BACKER ROD d CAULKING 2x8 R.S. CEDAR WINDOW TRIM A I WINDOW GLAZING WINDOW FRAME BAGKER ROD d CAULKING 2x WINDOW TRIM 1 GHAMFER TOP 1 I I 2xb FURRING AROUND ROUGH OPENING i NEW IX8 CHANNEL LAP WOOD SIDING NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 'TYVEK' WEATHER BARRIER RE: 5PEG.; 1 WRAP OVER METAL FLASHING, EXTEND TO TOP OF SHEATHING EXISTING PLYWOOD FLASHING K/ DRIP EDGE RE: DETAIL NOTES A6,1 2x FURRING I I' NEW 2x12 R.S. CEDAR DECORATIVE BAND/TRIM BACKER ROD d CAULKING CA51NG BEAD INSULATION EXISTING FRAME WALL NEW WINDOW UNIT 5GREEN WIN. SILL BELOW X NEW WINDOW SCREEN BAGKER ROD d CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A"1.2 NEW WINDOW UNIT 5GREEN SILL DAM T.2 - WOOD WINDOW SILL TRIM /CASING. G.W.B. INSULATION EXISTING FIN. FLOOR FRAME WALL �\I i i EXISTING: FLOOR FRAMING I EXISTING SOFFIT TO BED REPAIRED OR REPLACED ANR PAINTED - - -- NINDON DETAIL @ SOFFIT V N ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 L J� 0 �' V! TOR o t• W C) V O Lo i W co 0 Q V �— z0 ~ O Q CO 49:%: 0 Ln Q— Q z`ODU cf)O i wJ 0Y Q CD L0 i `¢ i O TIE -IN WITH HEATHER RE515TIVE BARRIER: 1. INTEGRATE INSTALLATION OF HEATHER RE515TIVE BARRIER HI TH GRACE VYCOR PLUS TO FORM WATER -5HEDD I NG LAPS 2. RI PCORDO HA5 BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND /OR COORDINATION OF OTHER TRADES 5. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE VYCOR PLUS INSTALLATION 4. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER HEATHER RE515TIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD HEATHER RE515TIVE BARRIER BACK OVER HEAD FLASHING AND SEAL 51 DE EDGES HI TH WEATHER RESISTIVE BARRIER TAPE OR GRACE VYCOR PLUS EXTERIOR SHEATHING Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL f By J Mondragon at 1:23 pm, Jul 09, 2013 FOLD UP WEATHER RE515TIVE BARRIER AND TEMPORARILY SECURE P� HEATHER RE515TIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) see vcrzDer -20I SILL PLATE � (SEE VGRDET -106 OFOR OPTIONS) CEP MECHANICALLY FASTEN CORNER PATCH AS NECESSARY IN eP (RE: VGRDET -504 AS OPTION) CORNERS THROUGH GRACE VYCOR PLUS O s 0 � 0 � 1 GRACE e r '� —GRACE VYGOR PLUS 0 VYGOR PLUS WINDOW TRIM /CASING INSULATION EXISTING 'TYVEK' WEATHER FRAME WALL BARRIER RE: 5PEC.--\ O.H.B.- EX15TINO PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO 5Y57EM GA51NG BEAD 2x8 R.5. BACKER ROD CEDAR CAULKING WINDOW TRIM NEV NOTES: A. VISIT GRACECON5TRUCTION.00M FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL 50ALE: NOT TO 50ALE ................... NEW DOOR I.II \II'1 /11.1 Ti"fl\A /i AI`I \I/` NEW WINDOW FLA5HING RE: DETAIL 2/A1.2 WINDOW TRIM WINDOW ROUGH OPENING �I 0101 WOR 50ALE: 3" = 1' -0" WINDOW NEW TRACK FA5TENER5NEW 2xb TRACK 5HIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- TYVEK' WEATHER EXISTING BARRIER RE: SPEC. FRAME WALL 0 EXISTING vQ 0Ln ti LU Q0 00 PLYWOOD------------ - - ---- --- - - - - -- - - - - -- ----------------- 1/2" NEW 5TUCCO SYSTEM i 0 z Q J 0 ...... (n W NEW 1 1/2" RIGID EXTRUDED _j i FOAM INSULATION CA51NO BEAD 0) BACKER ROD 4 2x8 R.S. CAULKING CEDAR TRIM NEW DOOR FLASHING RE: DETAIL I/A7.2 ® JAMB 4 HEAD MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS; EXTEND UP 6" ABOVE FURRING. COVER TOP H/ METAL FLASHING $ TYVEK. O GRACE VYGOR PLUS 00 NOT FLASH OVER BOTTOM NAILING FLANGE NEW DOOR TRACK 4 ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR 5 WINDOW FLASHING SIMILAR Ix R.S. CEDAR CLADDING (RE: ELEVATION ON SHEET A2.1) NEW Ix4 DOOR STOP W/ WEATHER STRIPPING TERMINATE 1/2" ABOVE PAVEMENT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE I/2" ABOVE PAVEMENT --- - - - - -- --------------- - - - - -- COVE BEAD SEALANT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT 2x6 DOOR ROUGH FRAMING/NAILER 50ALE: 3" = 1' -O" ��'� i I A� SILL DAM SILL PLATE (RE: VGRDET -10(b FOR OPTION B) 0 ! GRACE VYCOR PLUS EXTEND DONN TO BOTTOM I OF 2x6 FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A7.2 (RE: VGRDET -504 FOR OPTION) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER A5 SHOWN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LONER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR HEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH HEATHER RE515TIVE BARRIER TO FORM WATER - SHEDDING LAPS F. DETAIL AL50 RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL WINDOW FLASHING 50ALE: NOT TO 50BLE 2x6 FURRING AROUND ROUGH OPFN! N0 1 1/2 RIGID EXTRUDED FOAM INSULATION INSTALL GRACE VYGOR, AS SHOWN HERE AND ON DETAIL 1 $ 2A7.2 EXISTING FRAME WALL INSTALL Ixl STRIP AT SILL, FULL WIDTH) AS DAM jj EXISTING FRAME WALL N I NOON SILL FLASH IN 5 50ALE: NOT TO 50ALE U l�J ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 CIN COO VI TOR O D F.� ," ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 0 4/29/2013 1 2/22/2013 1: 1 1310 WINDOW & DOOR DETAILS 1 A7.2 UNIT 15,16, AND 17 0 vQ 0Ln ti LU Q0 00 °Voo Q Q Cfl P 0 0 z Q J 0 —ODU z (n W J O i 0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 0 4/29/2013 1 2/22/2013 1: 1 1310 WINDOW & DOOR DETAILS 1 A7.2 UNIT 15,16, AND 17 N i cQ 2' -4 3/4" 3' -0" 2' -0 1/2" d] t ELEVATIONS VIEWED FROM EXTERIOR 2'-115/4" 2' -1 3/4" IL ICI O T O T SEGOND LEVEL WINDOWS cm 15.2.D FIRST LE\\,/EL WINDOWS N to }� O lu o cn in 51-15/411 2 15.2.E / N i 9 � / WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" FOR 3 -UNIT BUILDINGS; / I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ F. GLASS WITHIN IS" OF THE FLOOR. O O 2. OLAZINO: CARDINAL LOW "E 366" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =.32 5HGC =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. / B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". Elx \ IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. FIRST LE\\,/EL WINDOWS N to }� O lu o cn in 51-15/411 2 15.2.E / N i IN ACCORDANCE WITH 2012 IRC FOR 2-UNIT BU I LD I NO S, AND 2012 IBC a� �I T BASEMENT LEVEL WINDOWS 51-15/411 m cn 0 LU 15.2.E Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO �� ��L By J Mondragon at 1:23 pm, Jul 09, 2013 77 77- E,,/ 3' -9'1 15.1 .A m in 51-15/411 m v 15.2.E / cn i� WO CD \� IN ACCORDANCE WITH 2012 IRC FOR 2-UNIT BU I LD I NO S, AND 2012 IBC E. OLAZ I NG ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 cn 0 LU 15.2.E Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO �� ��L By J Mondragon at 1:23 pm, Jul 09, 2013 77 77- E,,/ 3' -9'1 15.1 .A m in 51-15/411 m v 00 / cn / IN ACCORDANCE WITH 2012 IRC FOR 2-UNIT BU I LD I NO S, AND 2012 IBC E. OLAZ I NG ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 / WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" FOR 3 -UNIT BUILDINGS; / I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ F. GLASS WITHIN IS" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASH I NO 0/ HEADER, RE: DETAIL /A7.1 \/ARIES PER LOCAT NWINDOW 000�0�/, 2' -1 1/2" 2' -a 1/2" / 00 / D. ALL 5L455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE / IN ACCORDANCE WITH 2012 IRC FOR 2-UNIT BU I LD I NO S, AND 2012 IBC E. OLAZ I NG ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 / WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" FOR 3 -UNIT BUILDINGS; / I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ F. GLASS WITHIN IS" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. OLAZINO: CARDINAL LOW "E 366" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =.32 5HGC =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. / B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 \ IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. J 5. SAFETY GLAZING SHALL BE DETERMINED BY THE W 1 NDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE C) SAFETY GLAZING 15 REQU I RED AT: A. STORM DOORS _j Q B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. C) G. AT ALL SHOWER AND TUB DOORS _ WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 0 15.1.2 15.1.3 FIRST LEVEL 1700RS u a� ARCHITECTS 90 W BENCHMARK ROAD m SUITE 207 B 0 X 5300 AVON, CO 81620 `t I N `t E N E A L N 0 T E 5 00 Y Y D. ALL 5L455 IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC FOR 2-UNIT BU I LD I NO S, AND 2012 IBC E. OLAZ I NG ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" FOR 3 -UNIT BUILDINGS; ABOVE FIN. FLR. I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ F. GLASS WITHIN IS" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. OLAZINO: CARDINAL LOW "E 366" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =.32 5HGC =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOCD" - WINDOW OFENINO CONTROL DEVICES SHALL COMPLY B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. J 5. SAFETY GLAZING SHALL BE DETERMINED BY THE W 1 NDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE C) SAFETY GLAZING 15 REQU I RED AT: A. STORM DOORS _j Q B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. C) G. AT ALL SHOWER AND TUB DOORS _ WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 51-115/411 oe m 011 50ALE: 1/21 =1 -oil UNIT-1,5, WINDOW DOOR ELEVATIONS cn � fn 15.1 .M 00 0 O Q O -� Lij m 011 50ALE: 1/21 =1 -oil UNIT-1,5, WINDOW DOOR ELEVATIONS cn � fn 15.1 .M 00 0 v0 Q ti -� Lij z i Oo QUO LO Z <0 J zoo U) C) D ry J _j Q Q C) > 0 NOTES: - VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EXIST 1 NO. 7 - PROVIDE END DAM AT LOW END OF m HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS u� 970.949.5200 vmda @vmda.com FAX 949.5205 V- C VI TOR o K �r D N A�'. 00 0 v0 Q ti -� Lij z 0z Come) Oo QUO LO Z <0 J zoo U) C) D ry J _j Q Q C) > 0 a. to 970.949.5200 vmda @vmda.com FAX 949.5205 V- C VI TOR o K �r D N A�'. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 2/22/2013 1: 1 1310 UNIT 15 WINDOW & DOOR ELEVATIONS 1 A7.3 UNIT 15,16, AND 17 00 0 v0 Q ti -� Lij z 0z Come) Oo QUO LO Z <0 J zoo U) C) D ry J _j Q Q C) > 0 a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 2/22/2013 1: 1 1310 UNIT 15 WINDOW & DOOR ELEVATIONS 1 A7.3 UNIT 15,16, AND 17 r1 O N T 2' -4 3/4" O N m T -1 1/2" ELEVATIONS VIEWED FROM EXTERIOR 2' -1q 3/4" 21-15/411 1 le m SEGOND LEVEL WINDOWS E// lUl Ni / / / 16.0.1 I/2" m 16.0.,4 N �A D ua LL r FIRST LEVEL WINDOWS m i� 41_tJ, 11 16.2.E Victor Mark Donaldson Architects All Rights 0 Reserved Ib.I.K I6.I.J 16.1.1 c; TG Q 0 ti m SEGOND LEVEL WINDOWS E// lUl Ni / / / 16.0.1 I/2" m 16.0.,4 N �A D ua LL r FIRST LEVEL WINDOWS m i� 41_tJ, 11 31-C111 U1 m 3141 3' - -111 T cn 7 W / \ r 16.2.E Victor Mark Donaldson Architects All Rights 0 Reserved 31-C111 U1 m 3141 3' - -111 T cn 7 W / \ r 0 0 0 51-53/411 W O BASEMENT LEVEL WINDOWS 31-113/411 O T 3' -(}" 2' -11 1/2 16.2.0 r O Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VArL ` BY J Mondragon at 1:23 pm, Jul 09, 2013 P 00 Victor Mark Donaldson Architects All Rights 0 Reserved Ib.I.K I6.I.J 16.1.1 Can) Q 0 0 0 0 51-53/411 W O BASEMENT LEVEL WINDOWS 31-113/411 O T 3' -(}" 2' -11 1/2 16.2.0 r O Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VArL ` BY J Mondragon at 1:23 pm, Jul 09, 2013 P 0 w LL 0 9 N 16.I.A m u� 16.2.H A2-1 2' -a 1/2" 00 Victor Mark Donaldson Architects All Rights 0 Reserved 0 4/29/2013 Can) 0 w LL 0 9 N 16.I.A m u� 16.2.H A2-1 2' -a 1/2" UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL/A-7.1 MODIFY FRAMINO PER VARIES PER LOrAT NWINDOW ������00M,, m 2' -a 1/2" 2' -a 1/2" 00 Victor Mark Donaldson Architects All Rights / Reserved 0 4/29/2013 Can) Q 0 ti -� I_LI 00 °Vo0 16 WINDOW & DOOR Q 1 A7.4 U) O U.) �■z Q J 0 zoov U) D � J_ Q Q Lo > `� rn 0 d. UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL/A-7.1 MODIFY FRAMINO PER VARIES PER LOrAT NWINDOW ������00M,, m 2' -a 1/2" 2' -a 1/2" u ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 m AVON, CO 81620 16.1.1 16.1.2 16.1.3 F I RST LEVEL IDOORS `t I N D 0 N (5 E N E R A L N 0 T E 5 D. ALL GLASS IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2-UNIT BU I LD I NOS, AND 2012 I BG E. GLAZ 1 NG ADJACENT TO A DOOR WHERE THE GLAZ 1 NG 1 S WI FOR 3 -UNIT BUILDINGS; THIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME kV F. GLASS WITHIN IS" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =32 5HGC =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cl. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. / A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOOD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY / B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 / 1 G. MINIMUM OFENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) / \ D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REWIRED AT: I6.2.A A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS 3'-a 3/4" C T 3' -9 3/4" w C> - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 16.I.D 16.1.E 16.1.E I6.I.L 16.2.A 1' -4" 1' - -1" 3' -5" 1141 1' -4" -07 L=j m crm 00 Victor Mark Donaldson Architects All Rights / Reserved 0 4/29/2013 Can) Q 0 ti -� I_LI 00 °Vo0 16 WINDOW & DOOR Q 1 A7.4 U) O U.) �■z Q J 0 zoov U) D � J_ Q Q Lo > `� rn 0 d. u ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 m AVON, CO 81620 16.1.1 16.1.2 16.1.3 F I RST LEVEL IDOORS `t I N D 0 N (5 E N E R A L N 0 T E 5 D. ALL GLASS IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. IN ACCORDANCE WITH 2012 IRC, FOR 2-UNIT BU I LD I NOS, AND 2012 I BG E. GLAZ 1 NG ADJACENT TO A DOOR WHERE THE GLAZ 1 NG 1 S WI FOR 3 -UNIT BUILDINGS; THIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN 60" ABOVE FIN. FLR. 1. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME kV F. GLASS WITHIN IS" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS I. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 3. PERFORMANCE VALUES: U VALUE =32 5HGC =.20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: cl. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. / A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOOD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY / B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 / 1 G. MINIMUM OFENABLE WIDTH SHALL BE 20 ". IBC OR SECTION R312.2.2 OF THE 2012 IRC) / \ D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REWIRED AT: I6.2.A A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS 3'-a 3/4" C T 3' -9 3/4" w C> - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 16.I.D 16.1.E 16.1.E I6.I.L 16.2.A 1' -4" 1' - -1" 3' -5" 1141 1' -4" -07 L=j m crm 16.1.E NOTES: 16.I.D - VERIFY EXACT SIZE LOGAT I ON IN FIELD -MATCH EXISTING. - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS UNIT=1& WINDOW 50ALE: 1/ 2" = 1'- O" POOR ELEVATIONS 970.949.5200 vmda @vmda.com FAX 949.5205 V- C, 04 VI TOR o A K D N 00 Victor Mark Donaldson Architects All Rights 16. LE Reserved 0 4/29/2013 16.1.E NOTES: 16.I.D - VERIFY EXACT SIZE LOGAT I ON IN FIELD -MATCH EXISTING. - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS UNIT=1& WINDOW 50ALE: 1/ 2" = 1'- O" POOR ELEVATIONS 970.949.5200 vmda @vmda.com FAX 949.5205 V- C, 04 VI TOR o A K D N ©COPYRIGHT 00 Victor Mark Donaldson Architects All Rights Reserved 0 4/29/2013 Can) Q 0 ti -� I_LI 00 °Vo0 16 WINDOW & DOOR Q 1 A7.4 U) O U.) �■z Q J 0 zoov U) D � J_ Q Q Lo > `� rn 0 d. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 2/22/2013 1: 1 1310 UNIT 16 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 15,16, AND 17 O r 2' -O 1/2" 2' -Q 3/4" r 00 xx 54 i T O �f T ELEVATIONS VIEWED FROM EXTERIOR 2'-15/4" NOCD cm CU � SEGOND LEVEL WINDOWS 4' -5" I'1.2.G 00 xx 54 O �f T 0 cm CU � SEGOND LEVEL WINDOWS 4' -5" I'1.2.G OJO m � 0 LU IL o 0 1 N i6 Ex I� ICI FIRST LEVEL WINDOWS 00 xx 54 O O 0 OJO m � 0 LU IL o 0 1 N i6 Ex I� ICI FIRST LEVEL WINDOWS BASEMENT LEVEL WINDOWS 17.I.A Q cn 2' -I I I/2" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF►IL By J Mondragon at 1:23 pm, Jul 09, 2013 I'f.2.E F II F_ -1 II II I I II II I I II II I I II 11 I I II II I I II II I I II II I I II II I I II II I I II 11 ► I II II 1 1 II 11 I I 11 11 I I 11 11 L - - -� II II 11 s 4' -5" 51-115/411 Al 51-15/411 00 w 0 v0 T ti :0. B 00 °Vo0 Q BASEMENT LEVEL WINDOWS 17.I.A Q cn 2' -I I I/2" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF►IL By J Mondragon at 1:23 pm, Jul 09, 2013 I'f.2.E F II F_ -1 II II I I II II I I II II I I II 11 I I II II I I II II I I II II I I II II I I II II I I II 11 ► I II II 1 1 II 11 I I 11 11 I I 11 11 L - - -� II II 11 s 4' -5" 51-115/411 Al 51-15/411 1'1.1.3 2' -O" 07 1.2.0 UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL /A7.1 MODIFY FRAMINO 0�0��0M//. VARIES PER LOCATION WINDOW • Irt.2.l SEGON0 LEVEL DOOR W I N D O W O E N E R A L NOTES IN AGGORDANGE W I TH 2012 I RG FOR 2-UNIT BU I LD I NOS, AND 2012 I BG FOR 3 -UNIT BU I LD I NC S; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 566" INSULATED GLASS 5. PERFORMANCE VALUES: U VALUE =32 SH60=.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY GLAZING 15 REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL GLASS IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS W 1 TH I N 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1015.8.1 OF THE 2012 IBC OR SECTION 8512.2.2 OF THE 2012 IRC) - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET I�.O.I I�.I.I Irt.l.2 Irt.2.l Irt.l.3 1�.2.B 1.2.0 W 1 NDOW HAS BEEN FRAMED IN, ELIMINATE FROM SCHEDULE 11-61 1._q.. 51_611 1 _� 2 II II II II II II = II II m II II II II II II m NOTES: Irt.I.D r - VERIFY EXAGT SIZE LOCATION IN cn F 1 ELD -MATCH EX I STI NO. - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS <r 2'-11/2" u ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com - FAX 949.5205 UNIT-17 WINDOW DOOR ELEVATIONS V- C, 04 VI TOR o D CC N 00 w 0 v0 T ti W 00 1'1.1.3 2' -O" 07 1.2.0 UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.0.A FLOOR LEVEL FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL /A7.1 MODIFY FRAMINO 0�0��0M//. VARIES PER LOCATION WINDOW • Irt.2.l SEGON0 LEVEL DOOR W I N D O W O E N E R A L NOTES IN AGGORDANGE W I TH 2012 I RG FOR 2-UNIT BU I LD I NOS, AND 2012 I BG FOR 3 -UNIT BU I LD I NC S; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 566" INSULATED GLASS 5. PERFORMANCE VALUES: U VALUE =32 SH60=.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPENABLE HEIGHT SHALL BE 24 ". G. MINIMUM OPENABLE WIDTH SHALL BE 20 ". D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY GLAZING 15 REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL GLASS IN TUBS AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS W 1 TH I N 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. cf. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1015.8.1 OF THE 2012 IBC OR SECTION 8512.2.2 OF THE 2012 IRC) - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET I�.O.I I�.I.I Irt.l.2 Irt.2.l Irt.l.3 1�.2.B 1.2.0 W 1 NDOW HAS BEEN FRAMED IN, ELIMINATE FROM SCHEDULE 11-61 1._q.. 51_611 1 _� 2 II II II II II II = II II m II II II II II II m NOTES: Irt.I.D r - VERIFY EXAGT SIZE LOCATION IN cn F 1 ELD -MATCH EX I STI NO. - PROVIDE END DAM AT LOW END OF HEAD FLASH I NO ON ALL TRAPEZOID WINDOWS <r 2'-11/2" u ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com - FAX 949.5205 UNIT-17 WINDOW DOOR ELEVATIONS V- C, 04 VI TOR o D CC N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 / 2/22/2013 1: 1 1310 UNIT 17 WINDOW & DOOR ELEVATIONS 1 A7.5 UNIT 15,16, AND 17 00 0 v0 Q ti W 00 °Vo0 Q C4 � C) 0 LO ■ z Q J 0 zoov (n W J Q L 0 d. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 4/29/2013 Q 5/14/2013 1 / 2/22/2013 1: 1 1310 UNIT 17 WINDOW & DOOR ELEVATIONS 1 A7.5 UNIT 15,16, AND 17 P: \9020 - Potato Patch Club Unit 4 \CAD \SO - O.dwg, 4/29/2013 8:10:07 AM D to 4 00 co D �C n - = m o W 0 m GI M a C" o T n W D o n W co W D D m m p n W D � 0 � z D m C:) M m n r G) r- > 0 Q E �C, a� d wwo �cz0- 410 m p A Z ■ O z F H n n F� �� I-I D z Z m 3 m C:) C W z fzl � z -n1 z U n ul M z T o z V) W N F•+ W 0 D D m n Ln E D m m m n D D W W z ,-I n O n 0 Lp v D Lp n T D N, n H 0 T T n F-I m H T M r T F" r O W 0 -i H r Z D� r O 0 X O � 0 O Z G) r G) r m H T O � H O r Z � T x Z x W r V) D O r x O r r D Z T r O O O x D Fi C Z In -i H Z z O VI n n z x H T H n W m H H r H T H Ln r v r H< r Z H H H T n n m W `• m W 0 n H W H W T n r H Z TI W W T V r T m r W D TI In 0 W D O 0 0 O O O 3 T 3 T D D O z H z T G1 D W N -G C D Z W W O D -i O D D r z Z W Z Z W T G) H T H W n z G) O G) H D V) m v Z n H C co r 0 co n H 0 n H n r V) V) n n n n p W Z Z M p H n V) W V) m H H z H 3 m Vl p H Vl D Z m-< H m H 0 -I D H -1 O T W W T D T -i A T T H N Vl Z W T G1 m I N n 0 T O T r r H O z H v 0 0 Z J 3 m m 3 W 0 0 r p Z 2 co m D n m H H rpmM --qr) H H W W r m n n z D W V) Z D Z W D M H H m D m W M O O C H z O O H D z v m r HTI O to O O M G) n W ll'I z m m z W n n W O H m Q z C m Z I -i p V) m H Z m V) 3 3 V) 3 Z V) H m V) r- H --i V1 a% H D H H 7c 7c r X H Z T D '1 n Z 3 0 v Vl O O O v v H H x co H X x m H v v m z Z to p z Z W Q T O r r v m O v 0 O D D D z H D m n D Jv 0 V Gl r U) HO D TD m )nD T T W z --1 -0 r- --i Hnn W H=rD Drin r C C W D m n D H n v v x -n z W r -I -I D O x n v H G) H W D H x -1 -I m 3 r W H< r O rn D W W O to X vi D v m m D O G) 7c r T H m m D T v O H z 0 z z T T T C D H vi D H n T T H H n x r r W V) O p W r W M n r r z W Z W D W Z G) < V) G) W 0 0 H 3 v 00 Z H W r D T 00 m 3 T D r X r n D n Z z z r n C n H V T V) H L/) E O v T G) T H T z 3 n y r z 0 O z N N m V n n < m O O -i T 0 T H TI V) H H -i co O W (0 O H co 0 T H D H 0 H r G) x 0 0 0 2 m W W V) Z T O O W D T C V) O D co TI 0< m C Z D T z zC)H m Q n Dmm D z D-< M r Dn p n Z' z m n < m r- D HD V H D O V) H Oo m TI m G) m n r r 0 Z n O 0 -I 0 < m W r D 3 I O D v W H W D Z H O v i p V W %D 7z A D W T r Z W C W W n H In H O T H Z H H In v n M r W In r r C H m V) r 2 D m m ul m y 00 r H< V) H J D O z G) m H H H O W to F H D p r T to H W O v W r D 0 Z m Z H W W O 0 r D M G) D T H H W n o \° H r = m D H O D z z W in c z Vn x T Vl w 00 z z in r m m \\ n z z 0 7; F-I n H Z T O r D O H H O H G) O 0 3 H Z D H G) O Z \ C m O H r n D H m H 2 E 3 r n w TI In H r r n to r H G) z n A z r 0 H co O co 3 T W to V) 3 m m H D 3 3 `• m m V 0 O to H v H T m H V) 2 Z r D W m 41 W T H x m< V) D m T X W V) r T H 0 r V) Z W n W D O ^ D V) Q -i I H r H In � n 2 V7 W - 2 D H W< Z n H r Z Z D O O H V) T m T n r M W V) Z H (1) C r Z V) T T D m m n T r H< H D O T N 0 H v 0 E H Z G) Z Z (A H T X H W H W n V) In 3 < m CJ H r O < W X to T 3 v Z r U) W G) ut Vt W v x z D W W T 2 � n1 T D 3 T Z O D v O 0 C W m In -i x T H m C W D O O (3) C T m z z l0 H D D O v v H O co 0 -n H In T n 3 0 T X x 0 D z 0 W F" z Vt -i 1-a v z D 3 H H n O T H u v) v) X rr T < H rr Z O CO— < H H T T Z H T T 00 n m m VI to Gl H v H r x H p O P. 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Z r Z G1 D O D to r -< m W m z z m m V1 M O O H z D D m H 0 H T W m M H O 3 0 z Z Z z z co m C 3 0 3 W G) m W W O D V) V) D x H co 3 0 H m Z V) V) -< Z D H O T H r m 0 In Z T V) 3 V) O H H H D H V) r H O G) Z � T H H H H H v H V n Ut H I Z O Q al O Z n1 W H Ln r V1 D In O H W 0 0 r V) T O O D In 0 0 m z m O Z" m ut O T V1 H H-< C .'7 In r In x x In C H x x D m W W H Z H O 0 v -I W H G) O H Z H Gl r m Z m 0 D D 3 M D E T V v m H D C r In H v T x `• r H T W D Z H T r n I m O N H H p Gl W D Z r In In V) r T W m r 0 z m T H z W D r 0 O v x W H W `• r 0 G) r W M x H W Z: V) r Z 0 -i r D Z D W O W C z v n r m T-1 Z D H r 0 Z W n 3 W 0 Z T 0 T In D D H V) D G) W D 0 W H H 41 H 3 V) E Z G) D m W to (O 2 H r O •O D G) Z H V Z H C Ut < H H T co 2 In m T T n H r H 0 H r W z G C z D W r 0 0 W G) v V) C m 0 2 3 N m Z Z 0 T T T O p H m V) T V1 2 x H r n< O H� G1 W m T T H H W O W m C W T H W •• O D O T L/) x O x Z T W-< D H H n H z 0 z O H W D D p 3 H m 0 -1 H D H 3 Z W Z Oo W 0 p V) D W m I 3 M y W M H O m V) v m Z O V M n r M r n m TI W m H Z O n D C D C r H I D 3 m Z 0 H r T H ut p r H p ut O W D x W Z D Z r N A I X T H G1 n H H W O y C H H z D n V) O in r- n r r 0 O VI D Z H Z W W ut a Z W m W D T H O C) n m H W m D r H W z O r H 1-- H D m 0 m m z z O r X z z n D 3 V) n m x m (0 m m H W r \ Vl H T p H H V) 0 G) D H D H O W O W H Z n m 0 D W C n H W T -I m M m H H H n n Z Z H W H D Z z H m X H r m O TI In D V) N Z H m FA H H T H 2 ut C Z Z C 0 0 -I W V1 Vt 0 2 V x T H H 2 W v O z O N m 0 -i Z W v v z O m D -i Z Vt T W 3 z H v D m r H m m H 0 n 0� v Z D O v H N r H T D V1 0 co � m F•+ z n 3 (3) r) W x 3 v LnxD T T n r D O H H W -I O n O T In H W r Hm O D D Hntn Z H m T N W Gl H r p W n Z T O r 0 O z V) V1 m H W C) m T T O O W ut z V) Z H W C 0 n E O m `• p D D n z T v co 0 O H H �L p Z D x G) H n n) H W Ln n G1 x in O z 0 0 W H Z r 0 n Z n) D H TI Z Z -i x v H 0 D W S 0 ut 0 H p O 0 p H v 0 m< C D H O O W n r O Vt M x m Vt H V) T r H G) T D H (3) I o H H 3 H 7C O T TI 2 x r 0 m 0 m 0 V) T - Z N \ I r n H v T D T O � co 3 n n p V r r C M W H rn r 0 to n m 0 (O TI D m O D 0 to H W H D ut Z D i-- m co D r C T r 00 H 3 H - C O z n H H r z n H r • T V1 r O V) Z H H W 0 2 Z \ W m V1 -i Z V) FA H--I -n 3 r G) -I 2 T m V p V) H = H O Z V) v O V) O m Q m 0 m N T 3 LA Vi W � 3 0 O W 3 H D v In In In In n m M D V1 D H O v D 2 In m r T 3 H H z W T W n 0 O A Z (A Z TI O m W m V) H n V) X G) T n In H p -i TI n m m z H --A to H � D D to H D In N -I 3 z H O x r to r O -i r -i H z M Z H x D H D H O m C D r D to 4 00 co D �C n - = m o W 0 m GI M a C" o T Z G1 � N o ° a m C- °J co W Z M U) D E T • n o m � 0 � z D v O C:) M m n r G) r- > Q E �C, a� d wwo �cz0- 410 m p A Z ■ O z F ONOC (p N J N I••= n n F� �� I-I D z -n m m 3 m C:) W W z fzl � m O -n1 z U ul M z T o C N ry w N 0 D (z1 VV)i 2 •z-I 2 G) n W I O D 1 (1) W D Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIN # BY J Mondragon at 1:24 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 to 4 00 co D n n co N J O r 41 -� a C" o T � Z G1 F Z T n n W T D E T • n X v m � 0 � z D v O H M m n r G) r- > Q E �C, a� d wwo �cz0- 410 m p A H V z F ONOC (p N J N I••= n n F� �� I-I D z -n m m 3 W W z fzl � m O -n1 z W ul M z T � H C N ry w N W D (z1 VV)i 2 •z-I 2 G) n m m 0 n co D r 3minED n r D W x ut O W x r W O m Ln r D H H Z D H H O r H p x x r -i z< F -1 D D r W V) r 0 H m r 2 H V) r D W In n N x Z r V) H G) W m r T H < r- In C r Z H D m H H H r H r H Z m C --i H co H to 3 3 v to " r to T D C V) T r m p r W W H N r F' V) H co H H n V) H H n n V) H V) H H H m Z H C D m • z H H H < D H N m n N O V) v x C z z O� x z O Gl W T O D n A n z H 3 -< 00 r O 7c D r Z n V) W f m H C p2 W D T T H N Vl Z W T G1 0 N H G) O Z v v v O O 0 H p V) r p G 1 X W 0 3 V) V) W H D r rpmM --qr) V) T Or m W D � p M v n v H m TT M n 6 v Ln n 6 v n v Ln HTI n W Z r Im-Ilnlnnln3 H Z --1 Ln m W E V) Vln70 n n H n o Ln • co -i Q C V O T O H n n ;V --i -i H C Ln H V) D H H x Z X H Z T D '1 D D H Vl p T W Z C H W W r H H r Z H H C C W Z V) 3 H H n T O v V) Z O H H D r r in to H v W r D m M T n Z x Z Z r Vl Z r n r G) H H n W C V) m H T T W Z O T 0 Z Vl m Z < v H T r r C 3 to < F' H 3<z 0 H F m D r n D H n v v v W n D m p W D O O O� D n v V n G1 3 in n 3 G1 n p m z p Z- to D v m m In D m m C x • X r co W O H O O m r m m O z D v r z n Z Z H r H m H H O n D m C O m -n H O m m r In In m Z n1 W r p W r W M n r n z W Z W D W H Z V W W r H O V) V) O C n H m W r r X W z D D n W n O z z 0 C n H V 3 m H 0 H m O n m H H n H m m H m z 0 - z m W H z O < D v m V n n < m 7c O 00 p m T H TI V) H D T H Z V) D z v z Z W n D H O In O O H x v G) T co `• • Z D H m W W V) T O H H m D W z z H D m-< H Z Q O H z M v n m H m to m 0 W z p 3 Q n W z z D z D-< M r O p n to D to Gl O O D n W m r 3 H O z D W z n H Z G) -1 T ut G) m TI m G) m n r r 0 Z n O 0 -I 0 H W H z W C H m m -1 H O n Z H O n z 3 I O D v W W D D Z H O V) L/) H -I C Z T Z In T V1 m Vt n C H W C W W n H In H O H D H = 3 T T Q 3 V1 x H 0 v n p C 0 H r v E v T H W H x H C T n C H V) Z r 7C H < W 3 x n n1 Z co 2 H W H r m O m H H H O W O D p 41 4�h T W W T T H C W O v W r D 0 Z m Z H W W O 0 r D M G) n -i Z D V) < --i --i m H H z W n D T n T H O T 7; 0 D m x In G) W H D z G) z T Vl M E W m E V) W V) r T \\ V) W Z n v 0 7; F-I n H Z T H In H W Vl C T X Z Vl G) O Z 0 •• H r n D H E H H V) N N M H D W O T Z H n 0 0 V) O H Z H v n z n 2 W x co O co 3 T W T m m D V) rt n T 3 m W V) -< Z n Z N H C V1 H W Q G) Z T O r x Z m V) V) m m H V D m < D m< V) D m 0 m -1 D H -I p �O O X W H H H O D V1 V) V) H r M W V1 H Z C V) Z r D D co > V) v v H n H H W< r m T W W H H m O m O E p O H D p C r x 0 r r r m n m D O H W O v Z m O r H< H m In n H O x D C H H r W W W V) Z z W W -n H H < W H O O O M r T v O m m m H Z r to V) n n D H z H W n r m 2 m Z< 3 p T H G) D H -o H H Z v v O W D H n W V) n H H H r< W W H H H O H V H m m W l0 H D D O W m 3 C 0 n m O m p m m r H m 3 H v V) r O O H H H x Z Z W m H m Z H D 3 H H Z x m 0 H ut m C Z H 7z m < W N C N n Z z p n W v rn p g D `G N< n W V1 r H v H r 3 Gl x D x 0 G1 m H T z m 0 0 Z m z z Z G1 W H Gl H m to D z -< (D co T n m H T V) H H Z 07 y T4' T z D m Z W T W m M v W m Z m W V) D•• n Vl O 0 z Z Z O V) `• r D C H W O H D V) W `• N T p H co D D p In 00 Z H O T H r m 0 In Z T Vl T D H D r H Z In D Z v Z H � H r Oo l0 Oo D r n Ut D T< r T N V) TI Z n H O Ut 0 D O v D T D T Z p r H v H v . V D W D N n H Z r V) 0 C V) m 0 O H m Z p O Z" co T H p Z m m m D W> 3 D 0 T z -i V) H f0 O T H D < H . m TI -i TI W v r O 0 v -I W H Z O 3 c Gl r W r Vl 3 z Z H m O x 0 3 m H D C r In H v T D -i O T W D m H T W 2 V) H V) Z W H r V) D D H H 3 1'I m co A H m T z m n 3 D r W D r 0 O v x T W H C W `• O O n z n x O v • . D H m m m D O n v n r m H n -I 0 Z D H r 0 Z W n W x V) Z < m m p Gl H W D 0 W � p r V) O O m m W to 0 0 C H r r O m Vl z H z z O O z D 3 V) m m m m 3 x W m n H r H 0 W W z G z C z D H z to H r Z W 0 0 0 m H O F' < z m m p H H O p H m p O 0 x H r n< O co G1 W In D H m H O X m X O H T V) H Z W T H Z H V T H O Z W H O W x Z T T D H H C I 3 W p 3 -n C:1 H n X v W 2 I O m� D H 3 Z -i H p H Z D 2 3 O Z W 0 p H H D O D n M W V H v 0 v p m m H T n W M H TI W v m Z O V C n H H W 3 -0 n D v In y W T Gl M v- Z T C D C Z T T M W r H v z D W 41 z z 3 H m H Z H H V) O co In m m r W D r r D p Z H 0 p 0 p Z T H G1 V) C W< O H H T - T C N n H G) In W Z v n D p� p n m -i V) r- n r 0 Z CO 0 D W l0 F" Z W a D H n n M H H W H H W D O m y S H m Gl O O z m D H H W O M H O r H D m CJ H D m m -P 00 m u, m H g S O X O V) 7c O T n - co C V1 O Z 0 m x m (0 H W 3 0 W r D x W W W Z T p z CJ W m CJ CJ CJ m CJ CJ CJ m CJ In C W v m W H Z n W C-- Z 3 0 W Vl p r W C V1 H v W T r T F-+ m< Vl M G) 00 In m p p W W r C v C D D H m m N r m O TI In D V) N Z H m FA H H T H H D n m W V V) v D v D m H m 77 2 3 v H r n W v n 00 0o n T O O r W n H H 2 W H O N m 0 -i Z D p W l0 J C to m m v z O m -i r v -I n Ut W \ T T V) W T n C 70 H W n D O T V) m r H m D W Z H H Q n W T X Z T v v v v O W 0 O T O H D v V Z z 3 V) 2 T T 3 n H H V) n W v O W D H n O V) T O to V) In to C W 0 3 H H W TI v Z H T O H v H 0 r In v n 0 T T< n O H N v v v 0 = G1 T T T T T O O -I O V) z V) Z H W C 0 n in T V) n `• p D In In In n In In z H T O W z x p Z n T C p H Z H n n Ln n G1 x in O z 0 0 W H W- O p r n n H H to O H H O • V M D O m r 3 0 O n W S H p O 0 C H H v 0 m< C D D Z m H m H m H D x D W Z V) C co Z T m H Z H H 3 0 VI v m H r H V V) r H H v n V) Z H H x r m 0 m 0 V) N to r O H H x M -- 3 n n p V r r C M W H n r 0 C C m 0 (O TI m H m H O H H D ut Z D i-- In H In In V) H r W W In G) r r Z H H - C O Z H H Z m n 3 r H r H V) M Z H H W 0 2 Z z m T H Z C Z Z V) FA H--I -n x N to x to V p V) H = H O Z V) v O V) O m Q m 0 m V) H v W x n LA Vi D 3 Z Vl --i W v v O W 3 H O T v In In In In n m r V1 D H O v D 2 In m T 3 H H z W T W n 0 O 0 Z (A Z TI O m W m V) H n V) X G) T n Z H Z H p -i TI n m m z H --A to H � D D to H D In N -I 3 z H x r to r O -i r -i H Z H x D H D H O m C D r W H W O O N O r 0 � Z 3 3 O C Z D m v r z T v v C z n V) H Q H D T r r V1 T D D z 0 T O r W r p ut z 0 T V) Ln Vt I Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIN # BY J Mondragon at 1:24 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 to 4 00 co D n n co D G) J O r 41 -� a C" o T � Z G1 CD Z T n n W T D E T r n X v m � 0 � z D v O H m z n r G) r- > Q E �C, a� d wwo �cz0- 410 m p A H V z F ONOC (p N J N I••= n n F� �� I-I D D H -n m m 3 W W z fzl � m O -n1 z W ul D O z T � H C N ry w N rr --i -n (z1 VV)i A •z-I 2 r z n x 0 D N n 3minED n r D W x ut O W x r W O v Ln r H H Z D H H O r H p x x r -i z< z D r W V) r 0 H m r 2 H V) r D W z� n D W x Z r V) H G) W m r T H V) TI In C r Z H D m H H H r H r H Z m C m p n H r n W M� C D m D co H to 3 3 v to " r to T D C V) T r W 0 p r W H H p M r D m H r x to D 2 H m D 0 H In W H H D H r co H z v z D r H H m H C D m -o H H z H H H < D H N m n N O V) W V) H D C W m Gl W D O O D n A n Z Z D T 3 z W r n 7c D r Z n V) W f m H C p2 W D p m H p H G1 3 T G) T v W LI) O C Z Vl p V) r p G 1 X W 0 3 V) V) W H D r H H V) T Or m W D � Z z D n H M v n v H m T W W p C= D M D m n m H p 3 T H r- > W Z r D H Z D H n G) x 3 0o r H n D W T co r m r C V m C O D O Z Z H 0 W m m x V O W H D z n H W V p 2 W D W C H W W r H T C D . • O z r n n v O m r H in to H v W r D O M T C Z x Z Z r Vl Z D 3 FA O p H O D V) r 7C u D < v H T r r D r m v D p H H 3 Z N H Ut G) n p W W H D V) Z H m D O m m r H Z M C m z p Z- T r H G1 D m z W co W m< V W Z I O V O co 0 p 0 0 O H H D r Z N 0 x z D r n N r Z 3 D H r m T O 0 m H O H H C C co N O H H m H D r m H r H r m C W O Q O Vt n r z W O r z x W z n m Dmm m 3 V) D to x to W E -- O n z p m H x O x x H 0 -o M m H p r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIN # BY J Mondragon at 1:24 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 4 M M J i' r 41 -� a C" o C) � G1 CD m T 0 n W (D D E T 0 n co D V1 0 00° � o ��o b Q E �C, a� d wwo �cz0- 410 H _� -P. ONOC (p N J N I••= o cn�N0�0 � •P 00 O •P J ",..i• n F� �� O W p C N ry w N rr --i -n Hine zE co D HZV,NIli W MD T3 tnD rN OnD 3minED n r D D D ut O W D x m r O O = -= C m r H H H r D H H O r H p x x r -i 3 W V) r 0 H m r H H V) r r Z D r H W x Z r V) H D H r C H r H W H< r Z H D m H H H r H r H Z m C m p n H r n W M� C D m D W v 0 to 3 3 v to " r to r D Z m m m p H H W 0 r p x O x p m m m 3 p M n W H to m H r x to D M x 3 D to m D 0 H In W H H D H Pn r D z l0 p z v m 0 r H H H W W H C D m -o H H z H H r 0 H r D H N m n N Z p M D 3 3 0 W H 3 N N r H N C W m Gl W D O O D n A n Z Z D 3 W r C H H W r Z n V) W H n W 2 0 H T 3 00 00 < C 2 H n) V) T W D H r m H p E r 7C = 77 G1 3 C p p v W LI) O C D V) O x C ut = x H n Z r p v m T H n Z V r p m r W 0 3 V) V) m D r H Z E m W D M m z n Z z D n H M v n v H m T W W p C= D = D r m n m x T p 3 co O I a I n O Z 0 r T ,C W O r C m T r m W x W D D D D H n p V V m C x H V) x 3 0o I p" H D W T r 2 O O G1 m r C V < C C O V O r C m D O Z Z H n 2 7C W m m x D H m £ H D r< 3 m D V) H 41 p p Vl p D H V) D W C H W W r to < p T H n H O in D C D p O z Z D . • O z r r D W W = n = m r in to r in in M r D in T 3 n D x m C v r O O n D Z x Z Z r Vl Z D 3 FA O G1 H m V) r 7C v C H x H T r r m O r- > n r Z W z D p H H 3 Z N H Ut p n co H W H m D H D W 3 Z H m D O m m r H Z r D H z V) z p Z- T r H G1 D m N m C co W m< V W Z I O V O co 0 0 H r z r D W 3 O m V1 r Z N 0 x D m D r n N r Z 3 D O Z 3 T O m m N p p m H n r ut Z O co N O H O D Z In O n D C p W W v r m H In D H In H m C W m W D Vt n r m C D W m W O r n to W x W z n m Dmm m 3 m 3 to p H x to W E -- O n p m H x O x x H v to 3 m -o M m H p r m T H O W W W T V) W M m m W D T H r H V) H D T D O V 0 p v H r U D to O 3 H Z r p Z n 3 to m m W to m H H to p DZ r to x O v O< r W m r 3 H O z D W z x W m p r D LI) m T co W Z W C D Z m Z H O D = m Z m D r Vt p H O Ut m m T p V) T H D H = 3 T T Q 3 V1 x H 0 Z m Z V1 H D H M n In W p p Z D r x W V1 H co 2 T D x Din H r m W in < W H v D H W O D p H m H W in m to in r m m to co O D H W u, D D H O W O H x r Z m H T 3 z T r ut M E r" m p r T •• LI) W D M< n m r r M w N r x W p n p m H T H W W T W z W H D n r Z V) Z H H 3 O V) T H p H r H Z r r r D D H V) W p E O W 0 n m E H H V) T H V) p =0 H r V) T 3 H r 3 D D 3 V) v D z m m p T G1 m TI Co H x 2 u G1 C W T m m D H V) n � T 3 m W V) -< Z n T C ut H H n p D p H m Vt D O O 3 m V) W r D p m ut Z D H ut m p �O O X W H H H O D V1 Z H n H r H n H Z D co > 3 r H W H n z D 2 V) Z m O m 3 In -i E p O H D p C r x 0 O r m g H H< D D m C H D D N x W H N m M M D Z H 3 W H H H m W m 3 -n H H < W H z O co to D r r w D O 00 O W n r m T to D H N D 3 H H m W W 3 N D H -o H H Z r O r T r N r< W W H m D D p Z x Z A H W O D m E O O Z H 3 C 0 m O m p r H m 3 O H Z p O p m H m Z H n H Z D< H ut H C p D C C O n Z z p n W v rn p g D `G N< n W V1 r O T V) H T N Z 3 Z G1 u H v T D O (D co T n m H T V) H H Z 07 y T4' T z D m Z W n1 W Vl O p r N r D Z Z H T O O H W H V1 H H O W `• N T p H co D D p In 00 Z D H V) V) p T Z D r a 3 x 2 O O D O H r O m W H r Oo l0 Oo D r n Ut D Z" H O Ut U) D Ut C Ut D v D T D T Z p r H Z Z W V) . V D W D N n H Z Z H H n r Vl r - V C H H Z p O Z" co T H p Z m m m D W> 3 D W M 3 H Vl 3 Z H • H r 2 H . D T n) H p D O 0 O W Z T H c Gl r W r Vl 3 z Z H m O x 3 N Ut 2 H H D C C Z C T n m O W H H W H r V) D D H H 3 1'I m co A H m T z m n v co p x O W `• Z H n H O m H u, H z D r O m m m m D O n v n r m W Z Z Ut 3 Z x O n p T J O p w ;V z m W � p W O< m p W D O O m m W to 0 0 C H r O D m z D D m N rn H D x W W ao p m W n 0 W W z G z C z D H z to H to H r D m m m p m D � H In H n m p H H p O O p G1 W In D H m H O X m X O H T " H V) H H n O H Vl T H n T Z H N n r I 3 W p 3 -n C:1 H n X v W 2 I O m� D H 3 Z -i H p H Z D 2 3 O Z W 0 p Z G1 W D v 0 v p TI W T m m m -I 2 O `• T V) p T W C n H D D W 3 -0 n D v In y W T Gl M v- Z T C D C Z T T H v a-0-0- Vl . H H Z W 3 p D H v m m r W D W r D p Z H 0 p 0 p Z T H G1 N n H m H T V -{ p� p H 0 O T D Z r- n r O W D D -I II II II Z W a D O D V Z m y £ 0 T n D v u p H m D m O r r H H D x Z z n H u, m H g C H O C 3 D v V1 O Z 0 V1 H Z D W r T p D n C 3 m `• v H O O H D Z v In C W v m z x p r < G W T Z M = 0 Z C m p p W W r C v C D D H m m N r co n W W m FA Z p m W r 3 D m H m 77 2 3 v H r n W v n 00 0o n T O O r W n H H 2 W H O N m 0 -i Z D p W l0 J C to m m D H co W \ r p p D m Ut 70 H W n D O T T D m 0 D D W Z H H Q W T X Z T V) m m m H H Z V Z z x p r r r Z m £ H n H H V) n W r) r n T T M V) T O a% Z n C H T C D r H O H T H x D p n D n 0 W n N v v v Z = G1 T Z G1 Ut 3 Z LA H O O 3 Z T H D r W in D O H _ In In In D O W z x p Z n T C p H Z H n n Z O v H H H r n H H O • V M D O m r 3 0 O n W S H p O 0 W O 0 H m H v Z m V) C co Z T m H Z H H z n H p C1 H r E co M x > M D m to < D r u to r O H H x x M H D x m r D W W O D H C C m 0 W H m H O H H D ut r r V) D m r r < H D Z H H Z m n 3 r H r m m to z to C x to x to V p O m H n LA Vi D C r V1 r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIN # BY J Mondragon at 1:24 pm, Jul 09, 2013 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 4 M M i' r 41 -� a C" o C) tp CD (D y� �> o m , 0 00° � o ��o b E �C, a� d wwo �cz0- 410 _� -P. 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C) D co =: � m O O D m m D Z r = 0 0 N Z Z -1 5 0 0 r N = :0 z m z O O m z m z Z m ^' G z / -n W M D n D Z z O i C M - D �7 O Z D r r w A_ I1 A �i .vc�, .. � Cn m::�i O D z m A �I Cn X z A orn V, Z cn :CZ D�mN W—ro r— X M m m 0- > r= X �_ N =�� ��� om V+ X w D x m (n m .P orm' � �I V/ o 2 M cf) 0 0 > -4 G) 0 z z G) G7 Cn 17- N m- � D � 0 G) 00 `• O0 x m C) D co =: � m O J 1 r = 0 0 N Z Z -1 5 0 0 r � D O m z m z Z m ^' G N m N C) m m Cl) A O =M n 0 z W A I V °m n 0 z 00 00 D Z < N C � O O = r M —i ;U C/) D z� 0 = O fX D Z � O C) D z z M D r m m �u m D z m m m m m X O X � * * 0 � U) � Z 0 Cn G7 Z < Z m M-n M v O m D T O 17- 0 > r 0 M z n_ < o G7 m M D T D < M m Cn �� Mm Cn O z 0 m v O m 1�: w � m::�i O D z m w � 0 X z CD- N z� 00 � X w D x m (n m .P � C 2 M w z G) G7 2 00Lj)C_> W A 'I- ( ' °M C7 0 z *m Cnm �um D X = X X m- Cn D zn_ Z T Z Z v M r � Cn Cn W A �I V °M C� 0 z 2 X_ D = z z0 O � O O XI m X O n X O - � � Z to mT� D z c 5 z zG) m � G� 0 CD- N r M Cl) M X w D x M m .P r :� c,2 u a M nn r- x x -= X Z A >< O O O rn n Z C D - Z zm= C) M O 03 A �0 D r r Cut M D W M D U) O Z D r r w � Z mm Z IM D m Z � 0 Co M O 7' M m z D w X mD m n � D =LSD G') rn 0 =j m z z0 =W M m z Om p o M W _4 D m m X D r � 1 r = Z O C_ r-- O n z 0 O � m G7 O O �Cl) mz 1001 Cl) m =x D � z =0 z T7 G7 r O O 10 D= � m mm m O�)m WmX D>m m m O�)m WmX D>m m cn� m Dz� OD U) z� � Dzx OD U) z� c M co p n= 0 n b ?� z m� = 0 n b ?� z m� Cl) �0 D D Do O�G7 �-V D m0X G»O �� D M Cn m� m _ zD� �m 0 = z�� �m 0 = M z m m� Z O m z z m m� Z O m z z Z= m G� =nG� OOr G7 �nG� OOr G7 N O r,- = N m D z z z z 0 rn m z 0 r- rn m z m0z m�z ;0 O z c) ;0 O z c) v) z O ? v) z O ? w w w A A A O � O � O =m o =m )M LIEU o o n = n n 0 8 0 0 z z z W N i i i i i i i i i i i i i - - - -- i i �X O m y mmm cnm *m -I < Comm �m cnm mmm mm mm m-0 r m x = x x O- m r m x x = x x m� m x x x x M OO cn Cl) O D D m F- cn D z 70 O D v) cn m Cn cn D O D cn cn cn cn 0 °mz C') _ ��z =z z nom Z��z z =z 2z0 z E zo r G7 O m G7 z 0 O M m m O G) Z G) G� G� m L7 0 G7 0 G7 m 0 =Cn OTI m i =Cn m O-n C1IN �� C- C/) mD 00 _ (n m O z D m O GD 0 D O O= r z0 zm o z x O� O m mmz O� m O �z�) r0 �D 00� O G7 m O O O m C7 cn -i zj m M 0 m D 0 D0°r° 0 �? 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