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B13-0028 PLANS approved
r*14TER 14L. S*!001 50LS MR4W IN�� S1ro�50LS X XX.X L 2 X > > 3 XX.X 1 XX.X 4 Ax e� 3 °x 7° 12 b 1- or 6:12 /4 TYP. I" XX UNIT# DOOR# 4.1.2 FLOOR LE1/EL SECTION OUT SYMBOL ELEVATION REFERENCE ELEVATION SYMBOLS REVISION SYMBOL DETAIL OR PLAN ENLARGEMENT WINDOW REFERENCE WINDOW / DOOR SIZE DOOR REFERENCE WALL TYPE REFERENCE ROOF PITCH SYMBOL WELD 5YMB0L DRAINAGE FLOW DE51ONATION ELEVATION KEYNOTE UNIT# WINDOW# 4.0.,4 FLOOR LEVEL EXTERIOR REMODEL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) UNIT 92 POTATO PATCH CLUB TOWN OF VA IL By J Mondragon at 10:19 am, Mar 21, 2013 ' Approved by the Design Review Board 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 TOWN OF ���� ' By Warren Campbell at 8:40 am, Mar 26, 2013 455REV 144 I ONS ABV EARTH LB 5HEATHING AFF ABOVE FINISHED FLOOR LT (PLYWOOD /055) AF& GRAVEL / DRAINAGE LTL WOOD- FINISH < CONCRETE LVR WOOD -ROUGH ACT STUCCO / EIFS or MH WOOD - BLOCKING ADJ GYPSUM WALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ® ROOF SHINGLES ASPHALT) (SHAKE 06. MAIL / AL RIGID INSULATION ® ROOF RAMIC / SLATE) APPROX APPROXIMATELY M MECHANICAL ADA MASONRY LO STONE VENEER (DRY A/C, AIR CONDITIONING MMB STACK) ARCH STEEL /METAL MTL STONE VENEER (GROUTED) B5MT METAL DECKING @ HEAVY TIMBER BR& METAL STUDS ® or ® ENGINEERED WOOD BFG BELOW FINISHED GRADE MM GLAZING / MIRROR MR4W IN�� S1ro�50LS X XX.X L 2 X > > 3 XX.X 1 XX.X 4 Ax e� 3 °x 7° 12 b 1- or 6:12 /4 TYP. I" XX UNIT# DOOR# 4.1.2 FLOOR LE1/EL SECTION OUT SYMBOL ELEVATION REFERENCE ELEVATION SYMBOLS REVISION SYMBOL DETAIL OR PLAN ENLARGEMENT WINDOW REFERENCE WINDOW / DOOR SIZE DOOR REFERENCE WALL TYPE REFERENCE ROOF PITCH SYMBOL WELD 5YMB0L DRAINAGE FLOW DE51ONATION ELEVATION KEYNOTE UNIT# WINDOW# 4.0.,4 FLOOR LEVEL EXTERIOR REMODEL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) UNIT 92 POTATO PATCH CLUB TOWN OF VA IL By J Mondragon at 10:19 am, Mar 21, 2013 ' Approved by the Design Review Board 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 TOWN OF ���� ' By Warren Campbell at 8:40 am, Mar 26, 2013 455REV 144 I ONS ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AF& 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 06. MAIL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY M MECHANICAL ADA AMERICAN DISABILITY ACT LO C MEDICINE CABINET A/C, AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL B5MT BASEMENT M METER BR& BEARING MW MIGROWAVE BFG BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK MISC MISCELLANEOUS BLK& BLOCKING MR M015TURE RE515TANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR NOISE REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OFT CARPET NIG NOT IN CONTRACT G5MT CASEMENT NT5 NOT TO 50ALE GIP CAST IN PLACE O.G. ON CENTER GL& CEILING OPG OPENING GTR GENTER OPP OPPOSITE OT CERAMIC TILE OPH OPPOSITE HAND GLR CLEARANCE 055 ORIENTED STRAND BOARD GOL COLUMN OD OUTSIDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MASONRY UNIT (F) PAINT G CONDUIT PR PAIR GON5T CONSTRUCTION PARKING GONT CONTINUOUS "T PVM PAVEMENT GJT CONTROL JOINT PEP PEDESTAL GPR COPPER PLAM PLASTIC LAMINATE CUST GUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRESSURE TREATED DIM DIMENSION P5F POUNDS PER 50UARE FOOT DW P15H WA5HER P51 POUNDS PER SQUARE INCH DR DOOR PC PRE -CAST PROF PROPERTY DWG DRAWING OT QUARRY TILE DF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST REFER TO ELEG ELECTRICAL REF REF REFERENN CE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORGING EMER EMER&ENGY READ REQUIRED EQ EQUAL RES RESILIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EXG EXISTING R RISER EXP EXPANSION R4 5 ROD AND SHELF EXT EXTERIOR � ROOF DRAIN R ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FIN15H RO ROUGH OPENING FOM FACE OF MASONRY 5 ROUGH SAWN FOS FACE OF STUDS 55 SANITARY SEWER FIN FL FIN15H FLOOR ELEVATION (5) SEALANT FE FIRE FXTINOU15HF-R SHT SHEET FDG FIRE DEPARTMENT CONNECTION 5HT5 5HEATHIN6 FHG FIRE HOSE CONNECTION 5M SHEET METAL FEG FIRE FXTINOU15HF-R CABINET 51M 51MILAR FPL FIREPLACE 5FM SINGLE FLY MEMBRANE FF FIREPROOFING SG SOLID GORE FLO FLASHING 5 SOUTH FLR FLOOR SPEC SPECIFICATIONS 50. FT. SQUARE FEET FD FLOOR DRAIN S.STL STAINLESS STEEL FT& FOOTING STANDARD FND FOUNDATION STD 5ELF- TAPPIN6 FBO FURN15HED BY OTHERS 5TL STEEL FUR FURRING so STORM DRAIN / SMOKE GA GAGE, GAUGE DETECTOR GALV GALVANIZED 5TR STRINGER GD GARBAGE DISPOSAL 5TRU0 STRUCTURAL GG GENERAL CONTRACTOR SW 5WITGH CLAM &LULAM LAMINATED BEAM 5YM SYMMETRICAL GL &LASS, GLAZING TEL TELEPHONE 05 GRAB BAR N TELEVISION GNP GROUND THK THICKNESS THR THRESHOLD GWB GYPSUM WALL BOARD TBD TO BE DETERMINED HGR HANGER T45 TONGUE AND GROOVE HDW HARDWARE HDR HEADER T5� TOP OF STEEL HTG HEATING TOW TOP OF WALL HVAG HEATING/VENTILATING/ AIR TB TOWEL BAR GONDITIONING TR TRAN50M HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND INGL INCLUDED UL UNDERWRITER5 LABRATORIE5 ID IN51DE DIAMETER UNO UNLE55 NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR VB VAPOR BARRIER LBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VER5ALAM INT INTERIOR VERT VERTICAL JT JOINT VGT VINYL COMPOSITION TILE JST JOIST V VOLTS jr, JANITOR'S CLOSET W/D WASHER / DRYER KIT KITCHEN WG WATER CLOSET LAM LAMINATE NH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC LAV LAVATORY W WIDTH / WATTS / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE NON WINDOW H/ WITH NO WITHOUT NO WOOD WP WATERPROOF / WEATHERPROOF GENWR4L DOTES= SEQUIROJENTSMANUAL FOR ADDITIONAL 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE $ INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, SATISFACTORY s CODE COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET 4 SCHEDULE AS WELL AS P055E55 AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND /OR COMMENCEMENT OF WORK. 01. DO NOT SCALE DRAWINGS. 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 EXISTING FIELD CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF CONFLICT OR P15CREPANOY MUST BE FULLY RE50LVED 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 4 GEILING CAVITIES FOR MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOGKING OR MANUFACTURER /INSTALLATION INSTRUCTION WHETHER SHOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. O6. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THI5 PROJECT, HE SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT/OWNER/TENANT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 01. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 5AT15FYINO ALL APPLICABLE CODES $ OBTAINING ALL PERMITS $ REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RELEVANT GODE5 GOVERNING THI5 PROJECT. O8. GENERAL CONTRACTOR 4 5UBGON7RAG7ORS SHALL FIELD COORDINATE $ OBTAIN APPROVAL FROM THE ARCHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY GA5T -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHIGH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 01. ALL NEW $ REMODEL (WHETHER ENGINEERED OR DESIGN - BUILD) ELECTRICAL, PLUMBING $ FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENT5 OF ALL CURRENT CODE 4 REGULATORY REQUIREMENT5 ADOPTED BY THE GOVERNING MUNICIPALITY $ OTHER AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. 10. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL SUBMIT DETAILS (IF NEEDED), ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TO DETERMINE ACCEPTABILITY. II. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR $ HI5 SUBCONTRACTORS, VENDORS $ WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT WITHIN THE REGO&NIZED STANDARDS OF THE INDUSTRY. 12. GENERAL CONTRACTOR $ ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / INTERIOR DESIGNERS, STRUCTURAL, ELECTRICAL, PLUMBING $ ANY /ALL OTHER SPECIALTY GON5ULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE 5PEGIFIGATIONS FOR ALL MATERIALS USED ON THI5 PROJECT. IF THERE ARE ANY CONFLICTS OR OM155ION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RESOLVE THE ISSUE. 13. AS A PART OF PROJECT GLOSE -OUT, THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL WRITTEN $ GRAPHIC MATERIALS FOR ANY 4 ALL EQUIPMENT, APPLIANCES, HARDWARE 4 SYSTEMS INCLUDING WARRANTIES, INSTRUCTION MANUALS, INSTALLERS $ MANUFACTURERS NAME $ ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES $ APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL $ CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUE5T5 FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARCHITECT +GONTRAGTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'S. THREE CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'5 ONCE WRITTEN RFI'S ARE RECEIVED. 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ ARCHITECT +CONTRACTOR) TO OWNER/ARCHITECT AS PRESCRIBED HEREIN. CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROPOSED SUBMITTAL LOG WITH ALL DATE5 NOTED. ARCHITECT SHALL REVIEW 4 REPLY TO EACH SUBMITTAL WITHIN 7 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON- GONFORMANGE, ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ALTERNATELY IF ALL THE ITEMS SPECIFIED MATERIALS LISTED HEREIN ARE BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS L15T AND PURCHASE L15T DEMONSTRATING THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF SUBMITTALS. 16. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED PROTECTED TO A55URE A WEATHER - RESISTANT EXTERIOR ENVELOPE ASSEMBLY. SEE SPEC IP I C47 IONS: REQUREMENTSMANUAL FOR ADDITIONAL THE FOLLOWING 15 A SUMMARY OF ITEMS SPECIFIED, REFER TO ATTACHED MANUFACTURERS SPECIFICATIONS AND MANUFACTURES LITERATURE FOR ADDITIONAL INFORMATION. ENSURE THAT WALL 5UB5TRATE 15 FLAT AND FREE OF DAMAGE AND FOREIGN DEBRIS BEFORE BUILDING WRAP 15 APPLIED. SECURE BUILDING WRAP WITH NON - CORROSIVE ROOFING NAILS OR STAPLES SPACED APPROXIMATELY 5" ALONG THE TOP AND BOTTOM PLATES AND 24" APART IN THE FIELD OF THE ROLL. FASTENERS SHOULD BE OF SUFFICIENT LENGTH TO PENETRATE FRAMING OR FASTENING SUBSTRATE. ENSURE THAT FA5TENER5 ARE PROPERLY DRIVEN; OVER AND /OR UNDER - DRIVEN FASTENERS MAY CAUSE FULLING AROUND THE FASTENER AND DAMAGE TO THE BUILDING WRAP MATERIAL. JOINT TREATMENT: SHEATHING TAPE SHOULD BE APPLIED AT THE JOINTS OF BUILDING. FOR INTEGRATION WITH OFFNIN65 AND FLASHING MATERIALS, BUILDING WRAP SHOULD CONFORM TO INDUSTRY 5TANDARD5 INCLUDING A5TM E2112 -01 AND AAMA 111 -05. TYVEK 5HEATHIN5 TAPE jEN5URE THAT THE WALL SUBSTRATE 15 FLAT AND FREE OF DUST OR MOISTURE BEFORE TYVEK SHEATHING TAPE 15 APPLIED. TYVEK SHEATHING TAPE HAS EXCELLENT GOLD WEATHER ADHESION AND MAY BE APPLIED DOWN TO 10118 F (121i8 G). APPLY TYVEK SHEATHING TAPE U51NO FIRM, UNIFORM PRESSURE. ;TYVEK 5HEATHING MUST BE COVERED WITHIN �O DAYS OF INITIAL APPLICATION. GRACE VYGOR PLUS BUTYL SELF - ADHERED FLASHING HTTP: / /WWW.NA.GRAGEGON5TRUGTI ON.GOM APPLY IN FAIR WEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 4011/SF (411/8G) 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 - RESISTIVE BARRIERS TO FORM WATER- 5HEDDIN& LAPS. REFER TO TECHNICAL LETTER I, CHEMICAL COMPATIBILITY WITH OTHER BUILDING MATERIALS AND SEALANTS, FOR L15T OF COMPATIBLE WEATHER- RESISTIVE BARRIERS. GUT MEMBRANE TO LENGTH. PEEL BACK RELEASE LINER. ALIGN MEMBRANE AND PRE55 INTO PLACE. MECHANICALLY FASTEN MEMBRANE AT VERTICAL TERMINATIONS AS NECESSARY. PRESS OR ROLL INTO PLACE WITH HAND ROLLER TO ACHIEVE BEST ADHESION. 51DINO AND TRIM FASTENERS NON - CORROSIVE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR SCREWS SPECIALLY DESIGNED FOR WOOD 51PINO ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INGLUDE STRUCTURAL SHEATHING THICKNESS. MINIMUM 15 7116" 055 OR 1/2" PLYWOOD. IF U51NO 5GREW5, A MINIMUM OF 3/4" MUST PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL SIDING OVER QUESTIONABLE WALL CONSTRUCTION. PLACE THE FASTENER I" (NOMINAL) FROM THE TOP OF THE PANEL AND NO CLOSER THAN 318" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. STUGCO 3 GOAT GEMENTIOU5 STUCCO SYSTEM, 20 GAGE STUCCO NETTING 4 LATH, REINFORCED CEMENT BASE GOAT W/ CRACK ISOLATION MESH PAINTED W/2 COAT5 OF ELA570MERIG PAINT. PROVIDE 'AMIGO' WEEP SGREED AT ALL STUGGO BASES INCLUDING OVERHANGS. PROVIDE STUCCO CONTROL JOINTS AT A MINIMUM OF 144 50.FT. PROVIDE SUBMITTAL 5HOWIN6 CONTROL JOINTS FOR APPROVAL BY ARCHITECT. PAINT: PAINT PRIMER AND STAINS FOR 510IN6, TRIM, SOFFITS AND STUCCO SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXISTING FA501A 4 SOFFIT: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY SIDING: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY HINDOW5: FELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIG ELA5TOMERIG PAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HG -�5, 5AG HARBOR GRAY WINDOW 4 DOOR TRIM: BENJAMIN MOOR HG -103 GROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORGOAT, SEMITRANSPARENT 57AIN DEGKING: TREX ACCENTS, COLOR SHALL BE WINGHESTER GRAY RAILING PANELS: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORGOAT, SEMITRANSPARENT STAIN GUARDRAIL GAP: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH STONE GAP: COLORADO BUFF 570NE VENEER: TELLURIDE STONE, SAGEBRUSH PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER OROUJ ING INDEX TI.1 TITLE SHEET AS I BUILDING LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO. I FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN AI.O BASEMENT LEVEL FLOOR PLAN A1.1 FIRST LEVEL FLOOR PLAN A1.2 SECOND LEVEL FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A6. I DECK $ GUARDRAIL DETAILS A6.2 DECK � GUARDRAIL DETAILS A6.5 GUARDRAIL $ EXTERIOR WALL DETAILS A6.4 FLASHING $ WALL DETAILS A6.5 FLASHING DETAILS A7.1 WINDOW DETAILS A7.2 WINDOW $ DOOR DETAILS A7.5 UNIT -1 WINDOW DOOR ELEVATIONS A7.4 UNIT -2 WINDOW DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAMING OWNSR.- POTATO PATCH GLUB HOME OWNERS ASSOGIATION G/O MCNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD H #300 PAIL, GO 5 1657 PHONE: 170.47.6047 JEFF HANES, POTATO PATCH GLUB BOARD PRESIDENT OWNER'S ;Rr=i=RESr=Nlt4tl \/r=: OAC MANAGEMENT, INCORPORATE P.O. BOX 25, i, i EDHARDS, GO 81632 ERIK PETERSON, PRESIDENT ERI KPERTERSON@OAGMI NG.GOM PHONE: �70.5�0.0163 MATT LEHIS, GOAP, AC PROJECT ENGINEER MATTLEH I S@ OAGM I NG .GOM PHONE: 720.323.2441 VICTOR MARK DONALDSON ARCHITECTS P.O. BOX 5300 AVON, COLORADO 81620 PHONE: 170.a4� 5200 CHRIS JUERGENS, PRINCIPAL E -MAIL: GHRISJ @VMDA.GOM MARK DONALDSON, PRINCIPAL E -MAIL: MARKD@\ /MDA.GOM SmNRUCTLAR01 OI IG I I MER., MONROE � NEWELL ENGINEERS, INC. P.O. BOX 15Q7 AVON, GO 81620 PHONE: 170.�4�.7768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE ®MONROE- NEHELL.COM CIVIL ENGINEER'. ALPINE ENGINEERING, ING. P.O. BOX 1�7 EDHARDS, GO 81632 PHONE: 170.26.3373 GLENN PALMER E -MAIL: PALMER@ ALF I NEG I \/I L.GOM BG $ E 1520 WEST CANAL COURT, SUITE 240 L I TTLETON, GO 80120 PHONE: 303.350.1000 LINDA MGOOWAN, PRINCIPAL E -MAIL: LINDA@E3UILDIN6- G -E.GOM GENER4L CONITR4CTOR: RECEIVED By David Rhoades at 11 :30 am, Mar 11, 2013 f=ROJECT DESCRIPTION: EXTERIOR REMODEL OF AN EX15TINO TWO UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD SIDING, STUGGO REPLACEMENT, REMOVAL AND REPLACEMENT OF DEGKING, DECK FRAMING, 6UARDRAIL5 AND STEPS, WINDOW AND DOOR TRIMS AND RE- PAINTING OF EXTERIOR. V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 910.949,5200 vmda @vmda,com FAX 949.5205 04 0 V1 TOR AX A . Cn @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 1 v0 Q Lo N SHEET W CD 00 oVo0 za UNIT 1 AND 2 Q � C) 0 06. Q J � o� �U � J Q LO 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 TITLE SHEET 1 T1.1 UNIT 1 AND 2 .f 1� 42 41 4a 38 t / 34 33 Xt y sic IN 30- 1 a t, L U go ,1 1 o u r - + t l F � � f 1. A � ; i1 rl rF `.• `_ % -- 1 r ! r • i 1 3 - j� i \♦ ------ �.1 ♦ � X30 \ ty. yD SCALE 0 2040 80 n 5ULDING LOC.ATION PLAN U xALE RE BAR s�� Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO UAL By J Mondragon at 10:19 am, Mar 21, 2013 Approved by the Design Review Board TO VAI L � By Warren Campbell at 8:40 am, Mar 26, 2013 GORE REVIEW Cn I. APPLICABLE CODES IX. 8311.1 MEANS OF EGRE55. ALL DHELLIN65 SHALL BE PROVIDED WITH A MEANS OF EGRESS XII. 420.2 SEPARATION HALLS. HALLS 5EPARATIN6 DWELLING UNITS IN THE SAME BUILDING, A. 2012 INTERNATIONAL RESIDENTIAL CODE AS PROVIDED IN THI5 SECTION. THE MEANS OF E6RE55 SHALL PROVIDE A CONTINUOUS AND HALLS 5EPARATIN6 SLEEPING UNITS IN THE SAME BUILDING AND HALLS SEPARATING DWELLING B. 2012 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 12 UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL E6RE55 TRAVEL FROM ALL PORTIONS OF OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTI&UOU5 TO THEM IN THE SAME BUILDING G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED E6RE55 DOOR WITHOUT SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE HITH SECTION 708. D. 2011 NEC REQUIRING TRAVEL THROUGH A GARAGE. � E. ALL ADOPTED TOWN OF VAIL CODES A. R311.2 EC-ARE-55 DOOR. AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH XIII. TYPES OF CONSTRUCTION (IBC '12) DWELLING UNIT. THE EGRE55 DOOR SHALL BE SIDE - HINGED AND SHALL PROVIDE A MINIMUM R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO 11. USE / OCCUPANCY CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBC, TABLE 601 CONDOMINIUMS - RESIDENTIAL R -2 WITH THE DOOR OPEN 110 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL PRIMARY STRUCTURAL FRAME O -HOUR - -- Z U)O NOT BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE EXTERIOR BEARING HALLS O -HOUR - -- III. BUILDING HEIGHTS AND AREAS BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM A. BUILDING HEIGHT ('12 IBC TABLE 503) DIMENSIONS. EGRE55 DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING PER '12 IBC, TABLE 602, FIRE- RE5ITIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT. WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 15 GREATER THAN 10 FT. 40' -0" B. 8311.3 FLOORS AND LANDIN65 AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR B. BUILDING AREA ('12 IBC TABLE 503) FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE XIV. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMEN51ON OF 36 A. 705.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMININ6 THE INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO REQUIRED HALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, IV. APPLICABILITY ('12 IRC) HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERGENT). BUILDINGS ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. A. 81021 EXI5TIN6 STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXI5TIN6 G. R3113.1 FLOOR ELEVATIONS AT THE REQUIRED EGRE55 DOORS. LANDINGS OR FINISHED B. '105.5 EXTERIOR HALLS SHALL BE FIRE - RESISTANCE RATED IN ACCORDANCE WITH ON THE DATE OF ADOPTION OF THIS CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, FLOORS AT THE REQUIRED E6RE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN TABLES 601 AND 602 AND THIS SECTION EXCEPT AS 15 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE G. '105.8.1 ALLOWABLE AREA OF OPENING5. THE MAXIMUM AREA OF UNPROTECTED AND MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR A515 DEEMED NECESSARY BY THE SHALL NOT BE MORE THAN 15/4 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE PROTECTED OPENINGS PERMITTED IN AN EXTERIOR HALL IN ANY STORY OF A BUILDING SHALL BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE DOOR DOES NOT SHIN& OVER THE LANDING OR FLOOR. NOT EXCEED THE PERCENTA6E5 SPECIFIED IN TABLE -105.5. PUBLIC. D. 8311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE EXCEPTION 2. BUILDINGS HH05E EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALL B. R102.1.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS REQUIRED EGRE55 DOOR SHALL BE PROVIDED WITH LANDIN&5 OR FLOORS NOT MORE THAN 7 AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANCE TO ANY STRUCTURE SHALL CONFORM TO THE REQUIREMENTS FOR A NEW STRUCTURE WITHOUT 3/4 INCHES BELOW THE TOP OF THE THRESHOLD. RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENIN05. REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH ALL OF THE REQUIREMENTS OF TH15 CODE, E. R311.3.3 STORM AND SCREEN DOORS. STORM AND SCREEN DOORS SHALL BE UNLE55 OTHERWISE STATED. ADDITIONS, ALTERATIONS OR REPAIRS SHALL NOT CAUSE AN PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDIN65. XV. 708 FIRE PARTITIONS - HALLS 5EPARATIN& DWELLING UNITS IN THE SAME BUILDING AS EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE F. R311. 1.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIRED BY SECTION 420.2 BUILDIN6. REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION ALL DIMENSIONS AND A. '106.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION DIMEN51ONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF 5HEATHIN&, V. DEFINITIONS ('12 IRO 4 '12 IBC) 6. R311. '15.1 RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE 7 3/4 INCHES. THE RISER SLAB OR DECK ABOVE OR TO THE FIRE - RESISTANCE -RATED FLOOR/CEILIN& OR ROOF /CEILING AREA, BUILDIN6. THE AREA INCLUDED HITHIN SURROUNDING EXTERIOR HALLS (OR SHALL BE MEASURED VERTICALLY BETWEEN LEADING ED&E5 OF THE ADJACENT TREADS. THE ASSEMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE EXTERIOR HALLS AND FIRE HALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE GREATEST R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE BUILDING NOT PROVIDED WITH SURROUNDING HALLS SHALL BE INCLUDED IN THE BUILDIN6 AREA MORE THAN 3/8 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE 5HEATHIN&, DECK OR SLAB, THE SPACE BETWEEN THE CEILING AND THE 5HEATHIN&, DECK OR IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS ABOVE. VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES '1182 AND 10.5 AT THE PARTITION LINE. NOT PERMIT THE PASSAGE OF A 4 -INCH- DIAMETER SPHERE. COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR EXCEPTION: THE OPENING BETWEEN ADJACENT TREADS 15 NOT LIMITED ON STAIRS WITH A MORE SIDES BY EXTERIOR BUILDING HALLS OR OTHER ENCLO51NO DEVICES. TOTAL RISE OF 30 INCHES OR LESS. H. R31113.2 TREAD5. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY MODIFIED IRC SECTIONS DHELLIN6 A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT CHAPTERS 1 -3 OKAY DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING A RI6HT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY CHAPTERS 4 -1 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC, PURPOSES. FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. CHAPTER 8 SECTIONS R802 THRU R&04 ARE TO BE DELETED IN THEIR ENTIRETY I. R311. 1.6 LANDIN65 FOR 5TAIRWAY5. THERE SHALL BE A FLOOR OR LANDING AT THE CHAPTER q DELETED IN ITS ENTIRETY AND REPLACED BY THE IBC DHNELLIN& UNIT. A SINGLE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES TOP AND BOTTOM OF EACH 5TAIRHAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION CHAPTER II -43 DELETED IN THEIR ENTIRETY AND REPLACED WITH THE IPC, IMC, ENERGY AND NEC FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVISIONS FOR LIVING, 5LEEPIN6, EATING, OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FL16HT SERVED. LANDIN65 OF SHAPES RESPECTIVELY COOKING AND SANITATION. OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE TO ONE RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRHAY HAS A STRAIGHT RUN, OF THE FOLLOWING: THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. I. THE CLOSEST INTERIOR LOT LINE; J. R3111.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC HAY; OR EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. 3. TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE PROPERTY. THE DISTANCE SHALL BE MEASURED AT R16HT ANGLES FROM THE FACE OF THE HALL. X. R312.1 GUARDS. 6UARD5 SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROU6H R312.1.4. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE A. R312.1.1 HHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -51DED WALKING ENTIRELY ABOVE GRADE PLANE, OR IN HHICH THE FINISHED SURFACE OF THE FLOOR NEXT SURFACES, INCLUDING STAIRS, RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 ABOVE 15: INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 I. MORE THAN 6 FEET ABOVE THE GRADE PLANE; OR INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT 50REENIN& SHALL NOT BE 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. CONSIDERED AS A GUARD. B. R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN -51DED WALKING SURFACES, INCLUDING VI. 6LAZIN6 ('12 IRC,) STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES H16H A. R308.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 308.1.1 EACH PANE OF MEASURED VERTICALLY ABOVE THE ADJACENT HALKING SURFACE, ADJACENT FIXED SEATING GLAZING INSTALLED IN HAZARDOUS LOGATION5 AS DEFINED IN SECTION R308.4 SHALL BE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. PROVIDED WITH A MANUFACTURER'S DESIGNATION 5PECIFYING WHO APPLIED THE DE516NATION, G. 8312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM DE516NATIN6 THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH HHIGH IT THE WALKING 5URFAGE TO THE REQUIRED GUARD HEIGHT HHIGH ALLOW PA55AOE OF A SPHERE COMPLIES, HHIGH IS VISIBLE IN THE FINAL INSTALLATION. 4 INCHES IN DIAMETER. B. R308.4.1 GLAZING IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF D. R312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN 5HIN&IN6, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. ACCORDANCE WITH SECTIONS R312.2.1 AND 8312.22. G. R308.42 6LAZIN6 ADJACENT DOORS. GLAZING IN AN INDIVIDUAL FIXED OR E. 8312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE WINDOW 15 LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, GLAZING 15 WITHIN A 24 -INCH ARC. OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES P051TION AND WHERE THE BOTTOM EXPOSED EDGE OF THE 6LAZIN6 IS LE55 THAN 60 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN HHIGH THE HINDOH 15 LOCATED. OPERABLE ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. SECTIONS OF HINDOH5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55A0E OF A D. R30&.45 6LAZIN6 IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE 4- INCH- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS FINISHED FLOOR. LOCATION: EXCEPTIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET. I. HINDOH5 HH05E OPENIN65 WILL NOT ALLOW A 4 -INCH- DIAMETER SPHERE TO PA55 2. THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN IS INCHES ABOVE THE FLOOR; THROUGH THE OPENING WHEN THE OPENING 15 IN ITS LARGEST OPENED POSITION. 3. THE TOP EDGE OF THE 6LAZIN6 15 MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY 4. ONE OR MORE HALKIN6 SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY WITH ASTM F 2010. AND IN A STRAIGHT LINE, OF THE 6LAZIN6. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R3122.2. VII. R301.4 AUTOMATIC, 6ARA6E DOOR OPENERS ('12 IRC). AUTOMATIC GARAGE DOOR F. 8312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. SHALL COMPLY WITH A5TM F 2010. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE VIII. R310 EMERGENCY ESCAPE AND RESCUE REQUIRED ('l2 IRC). BASEMENTS, HABITABLE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION R310.1.1. ATTICS AND EVERY 5LEEPIN6 ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, XI. R317 PROTECTION OF WOOD AND HOOD BASED PRODUCT5 A6AIN5T DECAY. EMERGENCY EGRE55 AND RESCUE OPENIN65 SHALL BE REQUIRED IN EACH SLEEPING ROOM. A. R31 '1.1 LOCATION REQUIRED. PROTECTION OF HOOD AND HOOD BASED PRODUCTS WHERE EMERGENCY ESCAPE AND RESCUE OPENIN65 ARE PROVIDED THEY SHALL HAVE A SILL FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. DURABLE HOOD OR HOOD THAT IS PRESERVATIVE- TREATED IN ACCORDANCE WITH AHPA UI A. 8310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE L15TED IN SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. SECTION 4 OF AHPA UI. B. R310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING SHALL BE 24 I. WOOD JOISTS OR THE BOTTOM OF A HOOD STRUCTURAL FLOOR WHEN CLOSER THAN IS INCHES. INCHES OR HOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE F-XF05ED GROUND IN CRAHL G. R310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING 20 INCHES. FOUNDATION. D. R310.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY E50APE AND RESCUE OPENIN65 2. ALL HOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS, FOUNDATION HALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. TOOLS OR SPECIAL KNOWLEDGE. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT E. R3102 HINDOH HELLS. THE MINIMUM HORIZONTAL AREA OF THE HINDOH HELL SHALL WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. BE q SQUARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE 4. THE EN05 OF HOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE HALLS AREA OF THE HINDOH HELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO HAVIN6 CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES AND ENDS. BE FULLY OPENED. 5. WOOD 51DIN&, 5HEATHIN& AND HALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R3IO2.I SHALL BE PERMITTED A CLEARANCE OF LE55 THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED TO ENCROACH A MAXIMUM OF 6 INCHES INTO REQUIRED DIMENSIONS OF THE HINDOH HELL. VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL F. R3102.I LADDER AND STEPS. WINDOW HELLS WITH A VERTICAL DEPTH GREATER THAN SURFACES EXP05ED TO THE HEATHER. 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH 6. HOOD STRUCTURAL MEMBERS 5UPPORTIN6 MOISTURE- PERMEABLE FLOORS OR ROOFS THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR 5TEP5 REQUIRED BY THIS SECTION THAT ARE EXPOSED TO THE HEATHER, SUCH AS CONCRETE OR MA50NRY SLABS UNLESS SHALL NOT BE REQUIRED TO COMPLY HITH SECTIONS R311.1 AND R311.8. LADDERS OR RUN65 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS M015TURE BARRIER. SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 INCHES B. R317.1.2 GROUND CONTACT. ALL HOOD IN CONTACT WITH THE GROUND, EMBEDDED IN FROM THE HALL AND SHALL BE SPACED NOT MORE THAN IS INCHES ON CENTER VERTICALLY CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE FOR THE FULL HEIGHT OF THE WINDOW HELL. HEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE 6. R310.4 BARS, 6RILLE5, COVERS AND 5CREEN5. BARS &RILLE5, COVERS, SCREENS OR APPROVED PRE55URE- PRE5ERVATIVE- TREATED WOOD SUITABLE FOR GROUND CONTACT USE, SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMER&ENGY ESCAPE AND RESCUE EXCEPT UNTREATED HOOD MAY BE USED WHERE ENTIRELY BELOW 6ROUNDHATER LEVEL OR OPENIN65, BULKHEAD ENCLOSURES, OR HINDOH HELLS THAT SERVE SUCH OPENINGS, PROVIDED CONTINUOUSLY 5U5MER6ED IN FRESH HATER. THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES HITH SECTIONS R310.1.1 TO R310.13 AND SUCH G. R317.1.4 HOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED HOOD OF NATURAL DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE IN51DE WITHOUT THE USE OF A KEY, DECAY RESISTANCE OR APPROVED PRE55URE- PRE5ERVATIVE TREATED HOOD. TOOL, SPECIAL KNOWLEDGE OR FORGE GREATER THAN THAT HHIGH 15 REQUIRED FOR NORMAL D. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND OPERATION OF THE ESCAPE AND RF-50UE OPENING. FIRE- RETARDANT - TREATED HOOD. FASTENERS, INCLUDING NUTS AND HASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE - TREATED HOOD AND FIRE - RETARDANT - TREATED HOOD SHALL BE IN ACCORDANCE WITH THI5 SECTION. THE COATING WEIGHTS FOR ZING - COATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. E. R3173.I FASTENERS FOR PRESERVATIVE - TREATED HOOD. FASTENERS, INCLUDING NUTS AND HASHERS, FOR PRESERVATIVE- TREATED WOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED HOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE AB50ENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF A5TM A 653 TYPE 6185 ZING - COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949,5200 vmda @vmda,com FAY aaa ;9n; (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 BUILDING LOCATION PLAN 1 AS1 UNIT 1 AND 2 Cn ..A 0 vo Lo N � LU 00 0V00 Q r ¢ U) C) QN ry Z U)O O J z �ooC) Q O LO > O d■ (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 BUILDING LOCATION PLAN 1 AS1 UNIT 1 AND 2 O E)_ - O 1 ,42.2 0 0 0 (D-- 0 2 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL � BY J Mondragon at 10:19 am, Mar 21, 2013 2 I DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEH - (TYP. FOR EXT. DOORS 4 HINDOH5; REMOVE DOOR FRAME $THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRESHOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEH FLASHING; SEE DETAIL I OR 2 SHEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HAS BEEN INSTALLED. REFER TO SHEET'S A2.1 4 A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, HOOD DECKING, DECK FRAMING, AND HOOD STEPS. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W HOOD CLADDING, AND OPERATOR REMOVE EXISTING STUCCO 5Y5TEM ON OUTER FACE OF GARDEN HALL ONLY, A5 SHOWN DDMOLITION NOTES OTHE FOLLOWING NOTES ARE TO A5515T IN COORDINATION A WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE OPROTECTION $ ANY POWER SHALL BE DISCONNECTED B AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENT5 OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING NALL SEPARATION RATIN65 $ FLOOR/GEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION SO AS TO ACCOMMODATE COSTS THEREFORE. E6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE OGLEAN AIR OR DISRUPT ADJACENT OPERATIONS. -I. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. &. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. F a. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. 2 .42.1 O ___(D 0 -0 E) 5ASE��ENT LEVEL DE�10 PLAN SCALE: I / 8" = I' - 0 " u HIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 C C V TOR b A F ., D A ?, f COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 03/0812013 1: 1 1304 BASEMENT LEVEL DEMO PLAN a A0.0 UNIT 1 AND 2 vQ 0 Lo N Lu Cfl oo oV00 Q Q C)0 O� z QJ (/)U o� Lu J Q ¢Oi LO CY) O f COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 03/0812013 1: 1 1304 BASEMENT LEVEL DEMO PLAN a A0.0 UNIT 1 AND 2 (D- .42.2 O O 0 (D Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA IL By J Mondragon at 10:20 am, Mar 21, 2013 I 2 5 C4) 5 O 7 a UNIT= l UN I T =2 2 I 2 3 3.2 A2.2 4 5 6 O 8 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 FLA5HINO; SEE DETAIL I OR 2 SHEET A7.2. - RESET EX15TINO DOOR OR WINDOW ONCE NEW FLA5HIN0 HAS BEEN INSTALLED. REFER TO SHEET'S A2.1 # A2.2 FOR LOCATION. REMOVE EXISTING SUARDRAIL5, WOOD DEGKINO, DECK FRAMING, AND HOOD STEPS. RE: 5TRUGT. FOR ELEMENTS TO REMAIN. REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W WOOD CLADDING, AND OPERATOR — — — — — — REMOVE EXISTING STUCCO SYSTEM ON OUTER FACE OF GARDEN HALL — — — — — — ONLY, AS 5HOHN DEMOLITION NOTES THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 5306 $ TABLE 3306.1. 3. MAINTAIN EXI5TIN6 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 DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY ODISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING WALL SEPARATION RATIN65 $ FLOOR/CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUGT5 (RETURN $ SUPPLY - TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR D AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW CONSTRUCTION. ,5. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. Q. MANAGE 5ALVA6E OF ALL MATERIALS MATERIALS OFROM BUILDING INVENTORY4 CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. EpArd ey: O O O 0 F I RST LEVEL DDMO FLAN 50ALE: I / 4" = I' - O" ki ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda.com FAX 949.5205 VI TOR �0 ,ARK, � t D N .,D AP` G @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved n \�JI ■ 1 1 03/08/2013 1: 1 1304 FIRST LEVEL Q PLAN 1 v0 Q Lo N 0� W C-0 00 oVo0 0 a~ �Qory ) Qo J 0 ODU W � J Q Q c) > J d) O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved n \�JI ■ 1 1 03/08/2013 1: 1 1304 FIRST LEVEL DEMO PLAN 1 A0.1 UNIT 1 AND 2 O O I I (D- - - - - I I �42.z I O I I O I O Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA>�L BY J Mondragon at 10:20 am, Mar 21, 2013 O O O O O O UNIT= l UN I T =2 I I 1 .42.1 2 O 3.2 z .42.2 0 O 0 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 $ HINDOH5; REMOVE DOOR FRAME &THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, $ THRESHOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEH FLASHING; 5EE DETAIL I OR 2 SHEET Al2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEH FLASHING HA5 BEEN IN5TALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, HOOD DEGKING, DECK FRAMING, AND WOOD STEPS. RE: 5TRUGT. FOR ELEMENTS TO REMAIN. REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMAGORE OVER -HEAD DOOR H/ WOOD GLADDING, AND OPERATOR REMOVE EXISTING STUCCO 5Y5TEM ON OUTER FACE OF GARDEN HALL ONLY, A5 SHOHN DDMOLITION NOTES — A THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. LA SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 5506 4 TABLE 3306.1. 5. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER OPROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION $ 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 HALL SEPARATION RATINGS $ FLOOR/GE I L I NG ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION SO AS TO ACCOMMODATE COSTS THEREFORE. O6. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN OMATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, 4 MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. &. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. cl. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. 2 I X42.1 O I I - O I - O I I K ��EGOND LEVEL DE�10 PLAN SCALE: I / 4" = I' - 0 " V M1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 3a" C�0 ., Vi TAR D N IIIII f C OPY RIGH T Victor Mark Donaldson Architects All Rights Reserved 7�7') 03/08/2013 C ► t 1304 SECOND LEVEL DEMO PLAN W A0.2 UNIT 1 AND 2 M Q vQ 0 Lo N = r� W 00 oV00 Q ~� 0 Q � Q C) o Q 0 z 0 U) 0 U Lu Q O > 0 IIIII f C OPY RIGH T Victor Mark Donaldson Architects All Rights Reserved 7�7') 03/08/2013 C ► t 1304 SECOND LEVEL DEMO PLAN W A0.2 UNIT 1 AND 2 O - 0 m o 1 V-1 (D 0 O O 2 O T= I I O O T =2 1 .42.1 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:20 am, Mar 21, 2013 O O I ' 6x6 R5 CEDAR P05T W/ "' ` ' l ON N- FOOTING RE: STRUCTURAL ADDITI O 2 A2.1 L 0 O cn I I I I I I 2 O O 3 32 .42.2 O O O O O O O __0 0 �OK EXTERIOR COLORS t MATERIALS LE5END ONEW 5TUCCO: 20 6AU6E NETTING AND LATH REINFORCED CEMENT BASE GOAT H/ CRACK 150LATION MESH PAINTED W/ 2 COATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUGGO TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.5. ONEW HOOD 51DINO: 1x8 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, A5 5HOHN ON DETAIL 14, A(b.5 ONEW 2x R5 CEDAR HOOD TRIM AND RIM J015T5: 5EE EXTERIOR TRIM DETAILS ON 5HEET A6.5 AND A7.1 AT HINDOH5 4 DOOR5. OEX15TING METAL ROOF 5HINGLE5: TO REMAIN -NO GHAN6E 4 NO WORK. ONEW DEGK/BALGONY # 6UARDRAIL5: SHALL BE ROUGH SAWN CEDAR, 5TAINED. 5EE DETAIL5 ON SHEET A6.1. NEW DECKIN6 SHALL BE "TREX AGGENT5" HINGHE5TER GRAY, BLIND NAILED. OEXISTIN6 HOOD SOFFIT I FA5GIA AT ROOF: SHALL REMAIN A5 15 HITH NEH PAINT. OHINDOH5 AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXI5TIN6 AND 8 INSTALL NEH THERMAGORE OVERHEAD DOOR WITH Ix6 R.5. CEDAR GLADDIN6, AND OPERATOR. ONEH BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, 5EE NOTE #1, PROVIDE WEEP 50REED. 6UTTER5 4 DOHN5POUT5: REMOVE EXI5TIN6 DOHN5POUT5 A5 O NEGE55ARY AND REIN5TALL AFTER BUILDIN6 IMPROVEMENTS COMPLETION. PAINT TO MATCH NEH ADJACENT HALL FIN15HE5. GARDEN HALL STONE VENEER: REMOVE EXI5TIN6 STUCCO ON BOTH 51DE5 OF 6ARDEN HALL AND INSTALL NEW 5TUCG0 5Y5TEM HITH NEH 5TONE GAP. 5TONE VENEER A5 ALTERNATE. 5EE DETAIL5 5,6,7,AND Q ON 5HEET A6.4. ENTRY PATIO $ GARDEN PAVERS: EX15TINO PAVER 5Y5TEM SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POWER -HA5H $ 5EAL WITH TWO GOAT5 OF CLEAR MASONRY 5EALER. REFER TO ATTACHED COLOR BOARD FOR 5PEGIFIGATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIAL5. 5ASEMENT LEVEL F =L -AN SCALE: I / 4" = I' - O" V ON ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 umda @vmda,com FAX 949.5205 V1 nTOR f4 X P FL N A'� ©COPYRIGHT Victor Mark n Donaldson \�JI Architects All Rights Reserved 1 1 03/08/2013 1: 1 1304 BASEMENT LEVEL PLAN 1 A1.0 UNIT 1 AND 2 m �o v0 Lo CV I..L LJJ 00 0 z 0 P- 0 Q Q Q00 U) L- 106. Q -j 0 z � O Cj) r) LLJ _j Q O > 0 ©COPYRIGHT Victor Mark n Donaldson \�JI Architects All Rights Reserved 1 1 03/08/2013 1: 1 1304 BASEMENT LEVEL PLAN 1 A1.0 UNIT 1 AND 2 O 1 0 61FAA O O O UN T= O UN I T =2 /_7 `1\ O O Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:20 am, Mar 21, 2013 0 I I 2 O O O 3.2 AZ.2 O O O 7 O F � RST LEVEL FLOOR FLAN SCALE: I / 4" = I' - O" EXTERIOR COLORS � MATERIALS LE5END ONEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" HINGHE5TER GRAY, BLIND NAILED OEXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. ONEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED Victor Mark Donaldson CEMENT BASE GOAT H/ CRACK 150LATION MESH PAINTED H/ 3D 2 GOATS OF ELA5TOMERIG PAINT, CONTRACTOR SHALL O PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO 1 v TEXTURE AND COLOR. SEE DETAIL 14, SHEET A63. 1304 ONEW HOOD 51DINO: Ix5 R.5. CHANNEL LAP CEDAR SIDING olf UJ C-0 oo OVER NEH 2x2 VERTICAL FURRING, AS 5HOWN ON DETAIL 14, A6.3 J ) ONEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: Q � SEE EXTERIOR TRIM DETAILS ON SHEET A63 AND A7.1 AT )D J O WINDOWS 4 DOORS. owJ OEXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. ONEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" HINGHE5TER GRAY, BLIND NAILED OEXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. We ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA514 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. TREX DEOK EOU I EMENTS: TREX ACCENTS 2 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. ? J INSTALL ALL TREX DECK IN ACCORDANCE HITH TREX 20011 INSTALLATION GUIDE COLOR TO BE WINCHESTER GRAY, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH BLIND FA5TNER. TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID, NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 2' -0" MAXIMUM SPAN RE: 1. STRUCTURAL GRADING NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2015 PROJECT. THE PURP05E 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: D • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INOP A5ING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12g�6 TO I5g�6 OF RE- GRADING NO MORE THAN 10' TO 15"i6 FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN JD AT 55% TO 110% DENSITY AND OVERLAIN WITH A 50 MIL DRAINAGE FABRIC, 41% TO 6glib BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DESIGN DETAIL FLA5HIN55 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME bgib TO 12g /1b IN AFFECTED AREAS; • IN 50ME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND DISCHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN 5LOPING' GRADE AREA. 5UTTE S, DONNSFOUTS $ HEAT TAfE KIn7�C,. THE FOLLOWING NOTES SHALL BE CON51PEREP WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHING GUTTERS, DOHN51FOUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 5 WATT5 PER LINEAL FOOT IN ONE FOOT SPACED L001-5, 3 FEET UP FROM GUTTERS HITH DOUBLE COVERAGE IN 6UTTER5 AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. CAULKS AND SEALANTS: SHALL BE GE SUPREME PAINTABLE SILICONE U ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 11 04 V1 'r R nK • N D A?, OWINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND Victor Mark Donaldson RESET. 3D NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND O INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. 1 v CEDAR CLADDING, AND OPERATOR. 1304 ONEW BUILDING SOFFITS UNDER LIVING AREA: olf UJ C-0 oo SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP 50REED. GUTTERS $ DOHN5POUT5: REMOVE EXISTING DOWNSPOUTS AS J ) ® NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. Q � GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON )D J O BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO owJ DU SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. SEE DETAILS 5,6,7,AND 11 ON SHEET Ab.4. We ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA514 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. TREX DEOK EOU I EMENTS: TREX ACCENTS 2 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. ? J INSTALL ALL TREX DECK IN ACCORDANCE HITH TREX 20011 INSTALLATION GUIDE COLOR TO BE WINCHESTER GRAY, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH BLIND FA5TNER. TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID, NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 2' -0" MAXIMUM SPAN RE: 1. STRUCTURAL GRADING NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2015 PROJECT. THE PURP05E 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: D • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INOP A5ING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12g�6 TO I5g�6 OF RE- GRADING NO MORE THAN 10' TO 15"i6 FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN JD AT 55% TO 110% DENSITY AND OVERLAIN WITH A 50 MIL DRAINAGE FABRIC, 41% TO 6glib BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DESIGN DETAIL FLA5HIN55 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME bgib TO 12g /1b IN AFFECTED AREAS; • IN 50ME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND DISCHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN 5LOPING' GRADE AREA. 5UTTE S, DONNSFOUTS $ HEAT TAfE KIn7�C,. THE FOLLOWING NOTES SHALL BE CON51PEREP WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHING GUTTERS, DOHN51FOUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 5 WATT5 PER LINEAL FOOT IN ONE FOOT SPACED L001-5, 3 FEET UP FROM GUTTERS HITH DOUBLE COVERAGE IN 6UTTER5 AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. CAULKS AND SEALANTS: SHALL BE GE SUPREME PAINTABLE SILICONE U ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 11 04 V1 'r R nK • N D A?, 1= @COPYRIGHT Victor Mark Donaldson \v� Architects All Rights Reserved 0 1 v Q 0 1304 N FLOOR olf UJ C-0 oo ovo0 0 Q Q U) 0 Q � Q0 J O z owJ DU Q Qo> LO M O @COPYRIGHT Victor Mark Donaldson \v� Architects All Rights Reserved 1 03/08/2013 1: 1 1304 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 1 AND 2 O O .42.2 DH O O O O Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL BY J Mondragon at 10:20 am, Mar 21, 2013 O O O O O O UN T= UN T =2 �15�E C �/O�N D� L�E �\/ E� ' SCALE: I / 4" = I' - O" L FL O I O 2 X42.1 O O I I O O O EXTERIOR COLORS $ MATERIALS LE5END ONEW 5TUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BA5E GOAT W/ CRACK 150LATION MESH PAINTED N 2 GOATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR 5TUGC0 TEXTURE AND COLOR. 5EE DETAIL 14, SHEET A6.3. ONEW WOOD 51DINO: Ix5 R.5. CHANNEL LAP CEDAR 510INO OVER NEW 2x2 VERTICAL FURRING, A5 5HOWN ON DETAIL 14, A6.3 ONEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: 5EE EXTERIOR TRIM DETAILS ON SHEET A6.3 AND A7.1 AT WINDOWS $ DOOR5. OEX15TINO METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE 4 NO WORK. ONEW DECK/BALCONY 4 GUARDRAIL5: SHALL BE ROUGH 5AWN CEDAR, 5TAINED. 5EE DETAIL5 ON SHEET A6.1. NEW DEGKING SHALL BE "TREX AGCENT5" WINCHE5TER GRAY, BLIND NAILED. OEX15TINO WOOD SOFFIT $ FA501A AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. OWINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR GLADDINO, AND OPERATOR. ONEW BUILDING 5OFFIT5 UNDER LIVING AREA: 5HALL BE NEW 5TUCCO, 5EE NOTE #I, PROVIDE WEEP 50REED. 6UTTER5 4 DOWN5POUT5: REMOVE EX15TINO DOWN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. (D GARDEN WALL STONE VENEER: REMOVE EX15TINO STUCCO ON BOTH 51DE5 OF GARDEN WALL AND INSTALL NEW 5TUCCO 5Y5TEM WITH NEW 5TONE GAP. 5TONE VENEER A5 ALTERNATE. 5EE DETAIL5 5,6,7,AND I ON SHEET A6.4. ENTRY PATIO 4 GARDEN PAVER5: EXI5TIN6 PAVER 5Y5TEM 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WA5H 4 SEAL WITH TWO COATS OF CLEAR MA50NRY 5EALER. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLOR5 AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROP05ED MATERIALS. U ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 1' �r 0' L t��� VI TOR o Q N 4/0 k-L) A w ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1( N 03108/2013 ask in 1304 SECOND LEVEL FLOOR PLAN JRA1.2 UNIT 1 AND 2 00 0 V0� Q N 0�co LU oo oVoo ~tea 0 Q �QoG� ao J O z O D U W 0� J Q 0 LO > 0 O a. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1( N 03108/2013 ask in 1304 SECOND LEVEL FLOOR PLAN JRA1.2 UNIT 1 AND 2 SECOND LEVEL 8243.8' FIRST LEVEL_ 8234.78' CVIr_TIAI/_ i111A.fAICV�_ Tit aC In AIAITCI"� EXISTING CHIMNEYS TO BE FAINTED, 2 GOATS OF ELA5TOMERIG FAINT WIN NEW 5TUC00----, PEDESTAL/ HALL H/ STONE GAP EXISTING ROOFING AND ROOF FLA5HING TO REMAIN, NO CHANGE 3 4 42.1 TYP. 2 2.2.F 2.2.E 2.2.D A6.3 tYP. �4i.1 O 2.1.2 2.1.3 Q 2.I.G 2.I.B 5 UNI °2 UNIT °l �IID Icl ■ 2 .J 142.1 TYP. UN T -2 , LEFT ELEVAT�ON EXISTING Ix TRIM _ SECOND LEVEL TO REMAIN ,5245.17' LINE OF EXISTING GARDEN HALL FIRST LEVEL EXISTING 2x FASO TO REMAIN EXISTING SOFFIT VENT TO REMAIN NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYHOG EXISTING PLYHO( NEW 1 1/2" EXTRUI INSULATION; TAPE NEW Ix5 CEDAR I I I Y L-N, HOUSE Nfi-'r%r- SOFFIT DETAL W;' SONG SCALE: 1 1/2" = I' - O" EXTERIOR COLORS � (IRC) MATERIALS LE (5END )13 NEW 5TUGC0: 20 GAGE NETTING AND LATH REINFORCED CEMENT BASE GOAT N/ CRACK ISOLATION MESH PAINTED N/ vQ 2 GOATS OF ELA5TOMATIC PAINT, CONTRACTOR SHALL Lo N PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO 10� W (.0 00 TEXTURE AND COLOR. 2 NEW WOOD SIDING: 1x8 R.5. CHANNEL LAP CEDAR Q 7- 51DINGOVER NEW 2x2 VERTICAL FURRING, AS SHOWN ON 0 I- DETAIL 1, A1.4 Q �U J O NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: O SEE EXTERIOR TRIM DETAILS ON SHEET A6.5. Q- EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 J Q NO WORK. LSO > NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH 5ANN 07 CEDAR, STAINED. SEE DETAILS ON SHEET Ab.l. NEW DECKING CD SHALL BE "TREX ACGENT5" HINGHE5TER GRAY. EXISTING HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 H/ NEW PAINT. 7 LEVEL 3 NEW ALUMINUM -GLAD WOOD HINDOH5 4 DOOR-5: SHALL BE BY FELLA, PROLINE GLAD COLOR SHALL BE BROWN. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR N/ Ixb R.5. CEDAR CLADDING. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I. GUTTER5 $ DONN5POUT5: REMOVE EXISTING DOHN5POUT5 AS -EVEL ® NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS 3' COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON OUTER PORTIONS OF GARDE HALL AND INSTALL NEW STONE VENEER WITH NEW STONE GAP. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM Q2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -NA5H 4 SEAL W/ TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR 5PEGIFIGATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05FD MATERIALS. EXISTING Ix TF TO REMAIN EXISTING 2x F TO REMAIN EXISTING 50F� VENT TO REM/ NEW 2x10 CEO FREEZE BOAR NEW 1/2" PLYV CASING BEAD EXISTING PLYb NEW 1 1/2" EXT INSULATION; TF NEW STUCCO E TYVEK HOUSE I Y \1lr %l V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 SOFF1 DETAL Iii 5TUUC,,0 SCALE: 1 1/2" = I' - O" 970.949,5200 vmda @vmda,com FAX 949.5205 , V. CO/C V1 TOR 'y{ rift ,n rvw, .r ;OPYRIGHT Victor Mark Donaldson Architects All Rights Reserved REVISION DATE 0310812013 1: NO. 1304 EXTERIOR ELEVATIONS 1 A2.1 UNIT 1 AND 2 vQ 0 Lo N 10� W (.0 00 oV00 z Q Q 7- C,r) 0 0 I- d. Q �U J O � O Lu J Q 41::c LSO > 07 CD ;OPYRIGHT Victor Mark Donaldson Architects All Rights Reserved REVISION DATE 0310812013 1: NO. 1304 EXTERIOR ELEVATIONS 1 A2.1 UNIT 1 AND 2 2X6 SMOOTH GEDA' 2X4 CEDAR TOP R� 1/2" 50. WROUGHT If m 4 1/4" O.G., PAINT 6X6 RS CEDAR POD 2X6 RS CEDAR TRI' 2X4 CEDAR BOTTO' EXISTING DEGKING NEW GUTTER AND D EXISTING SLEEPERS EXISTING DECK FRAMING SEGO, 8241.: FIRST 8232. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By J Mondragon at 10:20 am, Mar 21, 2013 C VIGTIAIG /LIIAAAICVG T'/n QC =A I11ITCr1 RALNG DE -AL 2x(b SMOOTH CEDAR GAP W EASED TOP EDOE5 -2X4 CEDAR TOP RAIL )2" 50. WROUGHT IRON BALUSTERS ® 4 1/4" O.G., PAINTED bxb R5 CEDAR POSTS ® 6-0" OG +/- 2X4 CEDAR BOTTOM RAIL 1/2" LAG BOLT (TYP) RE: STRUCTURAL ot SECOND LEVEL a241.3a' EXISTING DEGKING (VERIFY CONDITION NOTIFY ARCHITECT HTIH CONCERNS) EXISTING DECK MEMBRANE (VERIFY CONDITION ,L FIRST LEVEL _ 8 NOTIFY ARCHITECT HTIH CONCERNS) 8232.13' NEW METAL FLA5HINO H/ DRIP EDGE NEW GUTTER H/ DOHN5POUT NEW 2X6 R5 CEDAR TRIM BASEMENT LEVEL _ 8223.8' SGALE: I / 2" = I' - 0" %J II II F_ _j L__-1 L J EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF ELA5TOMERIG PAINT Iii \ICI UNlfis2 Approved by the Design Review Board By Warren Campbell at 8:41 am, Mar 26, 2013 �C 0U F_ -1 .L-1 L J MWAOAMPNOWEAMN-011 SGALE: I / 4" = I' - 0" EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT H/ CRACK 150LATION MESH PAINTED H/ 2 GOATS OF ELA5TOMERIG PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.3. NEW HOOD 51PINO: Ix8 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, AS SHOWN ON DETAIL 14, A6.5 NEW 2x R5 CEDAR HOOD TRIM AND RIM J015T5: SEE EXTERIOR TRIM DETAILS ON SHEET A6.3 AND A1.1 AT HINDOHS 4 DOORS. �- EXISTING METAL ROOF SHINOLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK /BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" HINCHE5TER GRAY, BLIND NAILED EXISTING HOOD 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 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUGGO, SEE NOTE #I, PROVIDE HEEP SGREED. OUTTER5 4 DOHN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF GARDEN HALL AND INSTALL NEW STUCCO 5Y5TEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. SEE DETAILS 5,6,7,AND � ON SHEET A6.4. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. SECOND LEVEL 5245A NEW STUCCO PEDESTAL/ WALL H/ STONE GAP _ BASEMENT LEVEL 8226.03' V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949,5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 EXTERIOR ELEVATIONS 1 A2.2 UNIT 1 AND 2 Come) Q 0Lo N uj CO CO oV00 Q C)O QJ � o� �U O Lu J Q Q LO > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 EXTERIOR ELEVATIONS 1 A2.2 UNIT 1 AND 2 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI L BY J Mondragon at 10:20 am, Mar 21, 2013 Ix8 R5 T &G CEDAR HORIZONTAL 5101NO NEW DECK FRAMING, SEE STRUCTURAL m NEW BLOGKING, SEE STRUCTURAL NEW P.T. SILL II I� II a I I I� EXISTING 8" GONG. WALL 50ALE: 1 / 2" = 1' - O" 3x8 SMOOTH CEDAR TOP RAIL W/ EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD Ix8 R5 T46 CEDAR HORIZONTAL SIDING 1/2" GDX PLYWOOD 6x6 R5 CEDAR POSTS ® 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH SIDES NEW DECKING THRU -BOLTS W/ WA5HER5, SEE STRUCTURAL 1 1/2" CHAMFER NEW CONT. 2x12 R.5. CEDAR FA5GIA /TRIM BETWEEN 6x6 POSTS NEW STUCCO 5Y5TEM NO FOAM GUARDRAIL SEGTION. 50ALE: I" = I' - O" 5 SMOOTH CEDAR TOP AIL W/ EASED TOP >GE5 (MILL TO SHAPE) 6 R5 CEDAR TOP LORD, BOTH SIDES R5 T46 CEDAR )RI ZONTAL SING " GDX PLYWOOD (b R5 CEDAR POSTS 6' -0" OG +l- 4 R5 CEDAR BOTTOM LORD BOTH 51DF-5 ARDRAIL ELEVATION W DECKING �. NEW DOOR 1 STRUCTURAL NEW DOOR FRAME NEW DOOR TRIM 2" CHAMFER AND INTERIOR TRIM 4ro.3 2(o GAUGE RE: STRUCTURAL 12 R5 CEDAR FASCIA TRIM GALVANIZED - NEW DOOR THRESHOLD INSTALL NEW THRESHOLD OVER NEW PACKED PACKED OUT W- 5HAPE- ,�' METAL WEEP 5GREED r 100' -0" rk VYGOR SILL PAN (DETAIL I/A1.2) 6 R5 CEDAR POST, 00 NEW J" AWWF PLYD THOROUGHLY CAULK NEW THRESHOLD IN "xl" B I HR GRAGE LIQUID MEMBRANE I MIN. 14ro.2 SILL PLATE BELOW 140.3 NEW PREFINISHED NEW THRESHOLD rO r0 20 GAUGE 100' -O" .46.3 .46.1 ULTRA -GLAD EXISTING PIN. FLOOR TOP I/2" TOP OF NEW DECKING FLASHING; ui - - - - - - SLOPE FOR NEW DECKING I ® ® ® ® ® ® ® o ® 0 0 0 0 0 DRAINAGE r OGGURRIN5 -� NEW 26 GA O I GAL \/. FLASHING EX. FLOOR A7.2 W/ DRIP EDGE FRAMING, SEE STRUCTURAL EXISTING RIM NEW DECK J015T TO REMAIN FRAMING - -- ---- - - - - -- -- - NEW RIM JOIST 5EE STRUCTURAL ® ® ® 61- MTHENE O/ TYVEK HOU5EWRAP; " SEE DETAIL I/A7.1 ® ® ® EXISTING G.W.B. CEILING 1 1/2" EXTRUDED FOAM EXISTING CONCRETE FOUNDATION ° INSULATION, TAPE ALL JOINTS 4 EXISTING G.W.B. WALL K 5 ,p,6,3 2" SHOT -PINS W 2" WA5HER5 EXISTING FOAM TO REMAIN, a 24" OG 61 PATCH AS REQU I RED 4 TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO 6" BELOW GRADE Ix8 R5 T &G CEDAR HORIZONTAL 5101NO NEW DECK FRAMING, SEE STRUCTURAL m NEW BLOGKING, SEE STRUCTURAL NEW P.T. SILL II I� II a I I I� EXISTING 8" GONG. WALL 50ALE: 1 / 2" = 1' - O" 3x8 SMOOTH CEDAR TOP RAIL W/ EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD Ix8 R5 T46 CEDAR HORIZONTAL SIDING 1/2" GDX PLYWOOD 6x6 R5 CEDAR POSTS ® 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH SIDES NEW DECKING THRU -BOLTS W/ WA5HER5, SEE STRUCTURAL 1 1/2" CHAMFER NEW CONT. 2x12 R.5. CEDAR FA5GIA /TRIM BETWEEN 6x6 POSTS NEW STUCCO 5Y5TEM NO FOAM GUARDRAIL SEGTION. 50ALE: I" = I' - O" 5 SMOOTH CEDAR TOP AIL W/ EASED TOP >GE5 (MILL TO SHAPE) 6 R5 CEDAR TOP LORD, BOTH SIDES R5 T46 CEDAR )RI ZONTAL SING " GDX PLYWOOD (b R5 CEDAR POSTS 6' -0" OG +l- 4 R5 CEDAR BOTTOM LORD BOTH 51DF-5 ARDRAIL ELEVATION W DECKING �. RU -BOLTS W/ WA5HER5, STRUCTURAL 2" CHAMFER DECK FRAMING, 2(o GAUGE RE: STRUCTURAL 12 R5 CEDAR FASCIA TRIM GALVANIZED - 'TWEEN 6x6 PACKED PACKED OUT W- 5HAPE- ,�' METAL WEEP 5GREED r 100' -0" rk BEAM, RE: STRUCTURAL 6 R5 CEDAR POST, 00 STRUCTURAL am GUARDRAIL SEGTION 50ALE: I" = I' - O" 6X6 R5 CEDAR P05T RIPPED TO 51ZE AND BOLTED TO THE BUILDING CORNER, AS SHOWN NEW 2X CORNER TRIM NEW WOOD 51DING--\ 8 SMOOTH CEDAR TOP & W/ EASED TOP )GE5 (MILL TO 5HAPE) 6 R5 CEDAR TOP IORD, BOTH SIDES � R5 T46 CEDAR )RIZONTAL SING " GDX PLYWOOD 6 R5 CEDAR P05T5 6-0" OG +/- 4 R5 CEDAR BOTTOM IORD BOTH SIDES W DECKING RU -BOLTS W/ WA5HER5, STRUCTURAL '2" GHAMFER 12 R5 CEDAR FASCIA TRIM LL-' WEEN 6x6 POSTS GUARDRAIL 50ALE: I" = I' - O" 1/2" DIA. x 10" LONG LAG BOLT W/ WASHER 3 1/2" VIA. CARRIAGE BOLT, A6.3 EQUAL 5PAGING; 2' -0" O.G. MAX. 2X4 R.5. CEDAR TOP OR BOTTOM CHORD EA. 51DE 1x8 R5 T$6 CEDAR HORIZONTAL cti - -- �51DINO EA. SIDE `- 1 1/2" GDX PLYWOOD 1/2" NUT W/ WASHER COUNTERSUNK 315 ", EQUAL 5PAGING; 2' -0" O.G. MAX. n (5 50ALE: 1 1/2 1' 0" F05 TO WALL EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EX. FLOOR FRAMI RE: STRUCTURAL EXISTING G.W.B. CEILING ' EXISTING CONCRETE FOUNDATION EXISTING FOAM TO REMAIN, PATCH A5- REQUIRED 4 TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO 6" BELOW GRADE 26 GAUGE — GALVANIZED PLASHING 111! "1001 'III 50ALE: 1 1/2" = 1' - O" NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAUGE GALVANIZED METAL WEEP 50REED -26 GAUGE GALVANIZED FLASHING -NEW CONT. 2x4 R.S. CEDAR TRIM aa' -10 12" TOP OF NEW DECKING NEW DECKING NEW DECK FRAMING EXISTING RIM J015T TO REMAIN NEW RIM J015T SEE STRUCTURAL BITUTHENE ° 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS ;► % 2" SHOT -PINS W/ 2" WA5HER5 a 24" OG SECTION DECK TO WALL �✓ nom. iin",i - o EXISTING WALL EX. FLOOR FRAMING, RE: STRUCTURAL INSTALL NEW BITUTHENE ON PLYWOOD 5HEATHIN6, AS 5HOWN O EXISTING WALL .� . I u a. I' ;a• ;a. I,. I,. I,. I , I, lo. I0", - < -- ;.. ;z • I.. 1,, ,. —_ I!pill l 11 .-- - - 211 MIN. NEW TYVEK HOUSE WRAP V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com rAY GAO Fin; 1 1/2" EXTRUDED FOAM IN5ULATI01 TAPE ALL JOINTS NEW STUCCO SYSTEM 26 GAUGE GALVANIZED METAL WEEP 50REED 26 GAUGE GALVANIZED FLASHING NEW CONT. 2x4 R.5. CEDAR TRIM NEW DECKING o 26 GAGE GALVANIZED PLASHING o NEW DECK FRAMING, SEE STRUCTURAL PLANS NEW CONT. LEDGER, 5EE 0 STRUCTURAL PLANS 0 NEW JOIST HANGERS, 5EE STRUCTURAL PLANS ANGLED GA51NO BEAD NEW STUCCO 5Y5TEM 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY COLOR SHALL BE SANDSTONE n DEG< TO WAIT �. N FOA v 2(o GAUGE N N5UL. GALVANIZED - � ts) / / / � L•••••.•� ,�' METAL WEEP 5GREED r 100' -0" rk LU 00 o am I � Q Cn C) Q ry NEW PREFINISHED \7x4'm 20 GAUGE � o0 ULTRA -GLAD U FLASHING; ui - - - - - - SLOPE FOR TYPICAL O LO DRAINAGE WHERE OGGURRIN5 NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAUGE GALVANIZED METAL WEEP 50REED -26 GAUGE GALVANIZED FLASHING -NEW CONT. 2x4 R.S. CEDAR TRIM aa' -10 12" TOP OF NEW DECKING NEW DECKING NEW DECK FRAMING EXISTING RIM J015T TO REMAIN NEW RIM J015T SEE STRUCTURAL BITUTHENE ° 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS ;► % 2" SHOT -PINS W/ 2" WA5HER5 a 24" OG SECTION DECK TO WALL �✓ nom. iin",i - o EXISTING WALL EX. FLOOR FRAMING, RE: STRUCTURAL INSTALL NEW BITUTHENE ON PLYWOOD 5HEATHIN6, AS 5HOWN O EXISTING WALL .� . I u a. I' ;a• ;a. I,. I,. I,. I , I, lo. I0", - < -- ;.. ;z • I.. 1,, ,. —_ I!pill l 11 .-- - - 211 MIN. NEW TYVEK HOUSE WRAP V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com rAY GAO Fin; 1 1/2" EXTRUDED FOAM IN5ULATI01 TAPE ALL JOINTS NEW STUCCO SYSTEM 26 GAUGE GALVANIZED METAL WEEP 50REED 26 GAUGE GALVANIZED FLASHING NEW CONT. 2x4 R.5. CEDAR TRIM NEW DECKING o 26 GAGE GALVANIZED PLASHING o NEW DECK FRAMING, SEE STRUCTURAL PLANS NEW CONT. LEDGER, 5EE 0 STRUCTURAL PLANS 0 NEW JOIST HANGERS, 5EE STRUCTURAL PLANS ANGLED GA51NO BEAD NEW STUCCO 5Y5TEM 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY COLOR SHALL BE SANDSTONE n DEG< TO WAIT @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved _N 1 03108/2013 t : 1 1304 DECK &GUARDRAIL DETAILS UNIT 1 AND 2 vo N LU 00 o am Q Cn C) Q ry Z Q o J � o0 � U ui J Q O LO > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved _N 1 03108/2013 t : 1 1304 DECK &GUARDRAIL DETAILS UNIT 1 AND 2 1 �.3 r--------------- i I I ❑ I I I I I I I , I , I , I , I , I I 71, vrol I I I I , I __J A6.1 m m q %n �t 2 Ab.2 mil— ❑ ly I I I I I I I I I I I I I IL------ - - - --i I I I I L---------- - - - - -J 6' 6.2 61-511411 20' -4 1/4" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA I L By J Mondragon at 10:20 am, Mar 21, 2013 F- 50ALE: 1 / 2" = 1' - O" NEW 2" 5TONE GAP BONDED TO METAL FLA5HING W/ 2 -PART EPDXY 26 GAUGE GALVANIZED FLA5HING CAULKING RE: NOTE5 ON SHEET AI.I CASING BEAD NEW BITUTHENE OVER TOP OF WALL $ b" DOWN ON 51DE5 OF TYVEK SGT. THRU PEDESTAL GAP 50ALE: 1 1/2" = 1' - O" 6X6 R5 CEDAR P05T BELOW RE: 5TRUCT. NEW 1/2[5HEATHIN6 PLYWOOD NEW 5TUCG0 SYSTEM 1/2" DIA. CARRIAGE BOLT, — — EOUAL 5PAGINO; 2' -0" O.G. MAX. Ixb R5 T$G CEDAR j — — 1/2" GDX PLYWOOD Ixb R5 T46 CEDAR —� 51VINC7 2X4 R.5. CEDAR TOP OR t? 3' -0" BOTTOM CHORD 3 L -- - A6.3 NEW STUCCO SYSTEM LINE OF NEW STONE GAP LINE OF FOUNDATION OUTER EDGE BELOW CONDITIONS VARY; SEE PLAN NEW 2x10 WALL FRAMING, A5 SHOWN METAL BRACKET, 5EE DETAIL CORNER PEDESTAL 50ALE: 1 1/2" = 1' - O" 3 146.1 al d� d I GUARDRAIL ELEVATION 5GALE: 1 / 2" = 1' - O" 11/411 _ DECK RE: r ANC STRUCTURAL LED CASING BEAD NEW 5TU CORNER POINT O EXISTING FOUNDATION EXISTING NEW 5TIA CA51 NG 1 DESK TO WALL �J aye. iim =v - o NEW 2" STONE GAP BONDED TO METAL FLASHING W/ 2 -PART EPDXY 26 GAUGE GALVANIZED FLASHING CAULKING RE: NOTE5 ON SHEET AI.I CASING BEAD NEW BITUTHENE OVER TOP OF WALL 4 6" DOWN ON 51DF-5 OF TYVEK VEW 5TUCGO 5Y5TEM VEW 2" PLYWOOD 5HEATHING VEW 2x10 TREATED WALL = RAMING 2X PRE55URE TREATED 'LATE RE: 5TRUCTURAL CONCRETE ANCHOR (TYP.) RE: STRUCTURAL NEW 2 LAYER5 OF TYVEK W.R.S. NEW �" PLYWOOD 5HEATHING 2 -2x6 (PRE55URE TREATED) RE: STRUCTURAL 26 GAUGE GALVANIZED METAL WEEP 50REED 26 GAUGE GALVANIZED FLASHING 2x8 RS CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE NEW 5TUCCO SY5TEM NEW 2" PLYWOOD 5HEATHING NEW 2x10 WALL FRAMING NEW 2 LAYERS OF TYVEK HOU5EWRAP NEW" PLYWOOD 5HEATHING 26 GAUGE 6ALVP METAL WEEP 50R1 26 GAUGE GALV? FLASHING W/ DRIF NEW 2x12 R5 GED, TRIM; ADD BLOGK PER 5TRUGTURAL C -❑ 26 GAUGE GALVANIZED METAL WEEP SCREED 26 GAUGE GALVANIZED FLASHING WITH DRIP NEW 2x4 R.5. CEDAR TRIM ad GORRO51ON- RE515TANT BOLTS OR LAG SCREWS ANGLED GA51N6 BEAD NEW 2x10 TREATED WALL FRAMING NEW 2 -2x10 TREATED BEAM; 5EE 5TRUCTURAL V NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com SEG THRU GORNER PEDESTAL 50ALE: 1 1/2" = 1' - O" CUM") 0 Lo N = LU 00 C) V 0 0 Q C) ry Z O J z u0 �oo- ui J Q O > LO O @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 DECK & GUARDRAIL DETAILS 1 A6.2 UNIT 1 AND 2 I I I I I I I I I I I m I I I I NEW 2 LAYERS OF TYVEK I I I I W.R.B., EACH 51DE j j I I 26 GAUGE GALVANIZED I METAL WEEP 50REED I I I 26 GAUGE GALVANIZED FLASHING WITH DRIP NEW 2x4 R.S. CEDAR TRIM I GUT BACK DECKING AT CORNER COL'S TO ALLOW GAP FOR DRAINAGE NEW 2X TREATED FRAMING NEW 5TU CORNER POINT O EXISTING FOUNDATION EXISTING NEW 5TIA CA51 NG 1 DESK TO WALL �J aye. iim =v - o NEW 2" STONE GAP BONDED TO METAL FLASHING W/ 2 -PART EPDXY 26 GAUGE GALVANIZED FLASHING CAULKING RE: NOTE5 ON SHEET AI.I CASING BEAD NEW BITUTHENE OVER TOP OF WALL 4 6" DOWN ON 51DF-5 OF TYVEK VEW 5TUCGO 5Y5TEM VEW 2" PLYWOOD 5HEATHING VEW 2x10 TREATED WALL = RAMING 2X PRE55URE TREATED 'LATE RE: 5TRUCTURAL CONCRETE ANCHOR (TYP.) RE: STRUCTURAL NEW 2 LAYER5 OF TYVEK W.R.S. NEW �" PLYWOOD 5HEATHING 2 -2x6 (PRE55URE TREATED) RE: STRUCTURAL 26 GAUGE GALVANIZED METAL WEEP 50REED 26 GAUGE GALVANIZED FLASHING 2x8 RS CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE NEW 5TUCCO SY5TEM NEW 2" PLYWOOD 5HEATHING NEW 2x10 WALL FRAMING NEW 2 LAYERS OF TYVEK HOU5EWRAP NEW" PLYWOOD 5HEATHING 26 GAUGE 6ALVP METAL WEEP 50R1 26 GAUGE GALV? FLASHING W/ DRIF NEW 2x12 R5 GED, TRIM; ADD BLOGK PER 5TRUGTURAL C -❑ 26 GAUGE GALVANIZED METAL WEEP SCREED 26 GAUGE GALVANIZED FLASHING WITH DRIP NEW 2x4 R.5. CEDAR TRIM ad GORRO51ON- RE515TANT BOLTS OR LAG SCREWS ANGLED GA51N6 BEAD NEW 2x10 TREATED WALL FRAMING NEW 2 -2x10 TREATED BEAM; 5EE 5TRUCTURAL V NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com SEG THRU GORNER PEDESTAL 50ALE: 1 1/2" = 1' - O" CUM") 0 Lo N = LU 00 C) V 0 0 Q C) ry Z O J z u0 �oo- ui J Q O > LO O @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 DECK & GUARDRAIL DETAILS 1 A6.2 UNIT 1 AND 2 @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved ■ 1 1 03/08/2013 1: 1 1304 DECK & GUARDRAIL DETAILS 1 A6.2 UNIT 1 AND 2 I /5" STEEL "U" PLATE W/ A 11I6" HOLE, RE: 31A6.3 1/2" DIA.x4" LAG BOLT 1/2" NUT W/ WASHER COUNTERSINK 3/5" EQUAL SPACING; 2' -0" O.G. MAX. 2X4 R.S. CEDAR TOP I- -- - - - -- - -- - - - - - -- OR BOTTOM CHORD \\ Ixb R5 T$G CEDAR HORIZONTAL 5IDING Ll 6x6 R.S. _\ I /2" COX PLYWOOD CEDAR P05T I Ixb RS T46 CEDAR I HORIZONTAL I SIDING I- - - -- - - - - -- - -- - - - - - - - 2X4 R.5. CEDAR TOP OR BOTTOM CHORD LINE OF RAILING 1/2" DIA. CARRIAGE BOLT W/ WASHER. GAP ABOVE EQUAL 5PAGING; 2' -0" O.G. MAX. 3 A6.3 RAILINGI DETAIL 50ALE: 3" = 1' - O" 1/2" VIA. THROUGH BOLT LINE OF 2X4 R.S. CEDAR LINE OF 2X4 R.5. CEDAR TOP OR BOTTOM CHORD TOP OR BOTTOM CHORD --------- - - - - -- - - - - -- I- -- - -- ---- - - - - -- L L- ---- - - - - -- 6x6 R.5. CEDAR P05T I /5" STEEL "U" PLATE W/ A 4 /lb" HOLE RE: 3/Ab.3 5UARDRAIL SEGTION 50ALE: 5" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING 3 1/2" DIA. CARRIAGE BOLT W/ WASHER, EQUAL 5PAGING; 2' -0" O.G. MAX. GAP ABOVE A6.3 EQUAL 5PAGING; 2' -0" O.G. MAX. 2X4 R.5. CEDAR TOP OR BOTTOM CHORD - - - - - - - 2X4 R.5. CEDAR TOP Ixb R5 T$G CEDAR I I HORIZONTAL 5IDING 1/2" COX PLYWOOD Ixb R5 T46 CEDAR HORIZONTAL 5IDING - - - - - -- - - - - - 2X4 R.S. CEDAR TOP OR BOTTOM CHORD I/2 II 1/2" NUT W/ WASHER COUNTERSINK 315 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 6x6 R5 CEDAR P05T 2" T 1/2 hrl OR BOTTOM CHORD NEW CEDAR Ixb 2X2 BLOCKING Ix5 R.S. CEDAR Ixb R5 T$O CEDAR SIDING HORIZONTAL 2 LAYERS" EXTRUDED SIDING FOAM INSULATION, 1/2" COX PLYWOOD TAPE ALL JOINTS 1 xb R5 T 4 G CEDAR v HORIZONTAL Lo SIDING - - - - - - - - - - - - 2X4 R.5. CEDAR TOP 00 OR BOTTOM CHORD V 1/2" 0 1/2" NUT W/ WASHER GOUNTER5UNK Ixb R.5. CEDAR 3/5 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 5IDING 1/2" THROUGH BOLT W/ NUT rJJ 50ALE: 3" = 1' - oil TAPE ALL JOINTS *�v WOO I na SOLE: 1 1/2" = 1' - O" NEW 5TU000 SYSTEM YVEK, HOUSE WRAP 1/2" EXTRUDED FOAM NSULATION, TAPE ALL JOINTS X15TING 5HEATHING GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE x CONT BAND ROUGH TRIM x12 R.S. CEDAR CONT BAND RIM ;AGKER ROD $ CAULK Sri iron Sn�� i T EXISTING CONCRETE WALL NEW TYVEK HOUSE WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE 11 GAUGE STUCCO LATH, FIBER REINFORCED ALL JOINTS CEMENT 50RATCH $ BROWN GOAT W/ CRACK CONTROL ME5H IN LEVELING GOAT. FINISH GOAT TO BE PRIMER W/ ELA5TOMERIG FLEX 5WIRL FINE FINISH. EXISTING PLYWOOD 17 GAUGE STUCCO LATH, FIBER REIN CEMENT 50RATGH $ BROWN GOAT W/ CRACK CONTROL ME5H IN LEVELING GOAT. FIN15H GOAT TO BE PRIMER W/ ELA5TOMERIC FLEX 5WIRL FINE FIN15H. EXI5TING WALL FRAMING NEW TYVEK HOUSE WRAP :EXTRUDED _ ., , ,,- LATION, TAPE ALL JOINTS EXTERIOR WALL FINISHES 50ALE: 1 1/2" = 1' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI L By J Mondragon at 10:21 am, Mar 21, 2013 BACK TOP t I /5" THK. STEEL "U" SHAPE BRACKET W/ 3 -a /Ib" HOLE5 51DE I/2" 5 3/4" le FRONT GUARDRAIL SEGTION 50ArLE: 5" = 1' - O" 1/2" DIA. GARRIAOE BOLT W/ WASHER. EQUAL 5PAGING; i - 2' -0" O.G. MAX. 2X4 R.5. CEDAR TOP OR BOTTOM CHORD I I Ixb R.5. CEDAR 5IDING 1/2" GDX PLYWOOD II 1x8 R.S. CEDAR 5IDING 2X4 R.5. CEDAR TOP OR BOTTOM CHORD 71/2" NUT W/ WASHER GOUNTER5UNK 3/5" EQUAL 5PAGING; 2' -0" O.G. MAX. RAI L ING DETAIL. 50ALE: 3" = 1' - O" EXISTING PLYWOOD NEW Ix5 GHANN; LAP R HORIZONTAL SIDING IEW CEDAR Ix5 R.5. CHANNEL .AP HORIZONTAL 5IDING ON N2 FURRING SLEEPERS AT :A. EXISTING STUD TYVEK HOU5E WRAP; LAP O/ BACK LEG OF FLASHING $ CONT. BELOW EXISTING 5HEATHING /2" EXTRUDED FOAM 5ULATION, TAPE ALL JOINTS NEW CONT. GALVANIZED PAINTED FLASHING, SLOPE FOR DRAINAGE ;12 FURRING STRIP 2x12 R.5. CEDAR CONT. 3ELLY BAND TRIM >NGLED CA51NO BEAD !EW STUCCO SYSTEM /2" EXTRUDED FOAM 5ULATION, TAPE ALL JOINTS QSTING 5HEATHING SCALE: 1 1/2" = 1' - O" EXISTING WALL FRAMING NEW TYVEK HOU5E WRAP 11/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINTS FURRING AT ALL EXISTING 5TUD5 (AT 5IDING WALL5 ONLY) 5UARDRA I L SEC/ T ION 50ALE: 5" = 1' - O" VARIES NEW GALVANIZED FLASHING PAINTED TO MATCH TRIM NEW 2x5 R.5. CEDAR WINDOW HEAD TRIM NEW 2x5 R.5. CEDAR WINDOW JAMB TRIM NEW 2x5 R.5. CEDAR WINDOW SILL TRIM TY�. WINDOW TRIM 50ALE: I" = I -oil EXISTING WALL FRAMING TYVEK HOU5EWRAP; CONT. AROUND CORNER EQUAL V 2X4 R.5. CEDAR BOTTOM CHORD STEEL "U" PLATE 1J/ A 11116" HOLE, RE: 3/A(b.3 qEW TREX DECKING ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 NEW Ixb R.S. CEDAR OUT5IDE CORNER TRIM d C'f NEW CEDAR Ixb CHANNEL LAP w HORIZONTAL 5IDING Q EXISTING 5HEATHING > 2 LAYERS 4" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW BELLYBAND FLASHING BELOW 2x2 BLOCKING 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JO I NT5 50ALE: 1 1/2" = 1' - O" 970,949,5200 vmda @vmda,com PAX QAQ ;9n; NEW CEDAR Ixb 2X2 BLOCKING CHANNEL LAP HORIZONTAL 5IDING 1 1/2" EXTRUDED 2 LAYERS" EXTRUDED FOAM INSULATION FOAM INSULATION, TAPE ALL JOINTS TAPE ALL JOINTS NEW GALVANIZED FLASHING PAINTED TO MATCH TRIM NEW 2x5 R.5. CEDAR WINDOW HEAD TRIM NEW 2x5 R.5. CEDAR WINDOW JAMB TRIM NEW 2x5 R.5. CEDAR WINDOW SILL TRIM TY�. WINDOW TRIM 50ALE: I" = I -oil EXISTING WALL FRAMING TYVEK HOU5EWRAP; CONT. AROUND CORNER EQUAL V 2X4 R.5. CEDAR BOTTOM CHORD STEEL "U" PLATE 1J/ A 11116" HOLE, RE: 3/A(b.3 qEW TREX DECKING ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 NEW Ixb R.S. CEDAR OUT5IDE CORNER TRIM d C'f NEW CEDAR Ixb CHANNEL LAP w HORIZONTAL 5IDING Q EXISTING 5HEATHING > 2 LAYERS 4" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW BELLYBAND FLASHING BELOW 2x2 BLOCKING 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JO I NT5 50ALE: 1 1/2" = 1' - O" 970,949,5200 vmda @vmda,com PAX QAQ ;9n; @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved _N fri 8/2 013 3 411�1310 1304 GUARDRAIL & EXTERIOR WALL DETAILS A6.3 UNIT 1 AND 2 C) v 0 Lo CV LU 00 C) V 0 0 Q U) C) Q ry z O O z �ooC) (UJ � J Q C) O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved _N fri 8/2 013 3 411�1310 1304 GUARDRAIL & EXTERIOR WALL DETAILS A6.3 UNIT 1 AND 2 GARAGE EXISTING WALL z i EXISTING m 7 ; SLAB 4 � �� NEW GONT. PRE55URE / / / TREATED 2x4 EXISTING , / \ FOUNDATION ' ,��N \\ \\ \\ WALL ,\ ALL EXP05ED FLA5HING5 SHALL BE ULTRA -GLAD, BY COLOR SHALL BE SANDSTONE SCALE: 3" = 1' - O" SILL PLATE ABOVE GRADE WINDOW SILL " I NEW WINDOW UNIT I SCREEN m� EX15TINO 5" GONG. FO ND. a WALL a 1 1/2" EXISTING FOAM INSULATION a 4 Q PLYWOOD 5HEATHIN6 11/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP LAP O/ FLASHING NEW STUCCO SYSTEM 26 GAUGE GALVANIZED METAL WEEP 50REED 1/4 MIN. GAP -TYP. NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING W/ z HEMMED DRIP EDGE NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING FINISHED GRADE EXISTING FOAM INSULATION (THICKNESS VARIES BY LOCATION) "Aw WINDOW FLASHING SEE DETAIL 2, 5HEET A7.2 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI1 } BY J Mondragon at 10:21 am, Mar 21, 2013 j 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 PLYWOOD SHEATH / NEW TYVEK HOUSE WRAP i __ NEW STUCCO SYSTEM EXISTING 5HIM- SPACE O 4 :< C) FRAMING OL Q00 EXISTING G.W.B. EXISTING WALL / LL Lu EXISTING PLYWOOD 0LuQ3 oVo0 z p.?�O Lo � INSULATION Lu � PROVIDE LIQUID MEMBRANE OR C) z i— Q J 0 CURED POLYURETHANE SEALANT I EX. 2x4 WALL- ? FRAMING " I NEW WINDOW UNIT I SCREEN m� EX15TINO 5" GONG. FO ND. a WALL a 1 1/2" EXISTING FOAM INSULATION a 4 Q PLYWOOD 5HEATHIN6 11/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP LAP O/ FLASHING NEW STUCCO SYSTEM 26 GAUGE GALVANIZED METAL WEEP 50REED 1/4 MIN. GAP -TYP. NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING W/ z HEMMED DRIP EDGE NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING FINISHED GRADE EXISTING FOAM INSULATION (THICKNESS VARIES BY LOCATION) "Aw WINDOW FLASHING SEE DETAIL 2, 5HEET A7.2 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI1 } BY J Mondragon at 10:21 am, Mar 21, 2013 j 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 PLYWOOD SHEATH / NEW TYVEK HOUSE WRAP i __ NEW STUCCO SYSTEM NEW 2x6 GEDAR m WINDOW TRIM ONLY NEW CONT. PRE55URE TREATED 2x(b I z NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING FIN. GRADE. ADD FILL TO ALLOW FOR P051TIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" ALL EXPOSED FLA5HIN(5 SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE. EXPOSED @ WOOD TO WOOD CONNECTIONS USE COLOR MANSARD BROWN. SEE GRACE VYCOR FLASHING REOUIREMENT5 ON DETAIL5 1 4 2 ON SHEET A7.2 OF PERMIT PLANS 1M - — SCALE: 5" = 1' - 0" NEW 1/2" x4" WEDGE BOLT ANGHOR5 AT 24" O.G. 12" FROM ENDS NEW STONE GAP CORROSIVE RE515TANT FLASHING GAP, PAINTED TO MATCH THE THIN -STONE VENEER 8 GAP REMOVE EXISTING STUCCO SYSTEM AND INSTALL NEW SCALE: III = 1' _ 0" EXISTING GRADE ALL F-XP05ED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE SECT CN THRU FERN SCALE: 3" = 1' - O" W/ PLATE ABOVE GRADE 6 5TUGGO TALL NEW WALL SCALE: 1" = 1' - O" PLYWOOD 5HEATHIN6 EXISTING WALL BEDROOM EXISTING FOUNDATION HALLI a a ri .I ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "C.M.G." COLOR SHALL BE SANDSTONE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOI NT5 NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAGE GALVANIZED METAL WEEP 50REED z NEW PREFINISHED 20 GAUGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW CONT. PRESSURE TREATED 2x4 NEW PREFINISHED 20 GAGE ULTRA -GLAD FLASHING NEW FIN. GRADE. ADD FILL TO ALLOW FOR P051TIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" SCALE: 3" = 1' - O" W/ PLATE ABOVE GRADE EXISTING WALL N INTERIOR LOWER _ z LEVEL 1 1/2" EXISTING FOAM INSULATION EXISTING FOUNDATION WALL PLYWOOD 5HEATHIN6 BITUTHANE NEW TYVEK HOUSE WRAP 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JO I NT5 ANEW 57UGG0 SYSTEM 26 GAUGE GALVANIZED METAL WEEP 5GREED 1 1/2" EXTRUDED FOAM z INSULATION, TAPE ALL JOINTS FIN15HED GRADE NEH GAUGE ULTRA-CLAD I FLASHING EXTEND BITUTHANE DOWN AS MUCH AS P0551BLE EXIST. WALL FRAMING ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "C.M.G." COLOR SHALL BE SANDSTONE EXIST. FOUNDATION WALL IF 5HEATHING 15 NOT FLUSH W/ FOUNDATION WALL =�X15TING PLYWOOD PROVIDE LIQUID MEMBRANE OR CURED POLYURETHANE SEALANT FOUNDATION FLASHNG SCALE: 311 = 1' - O" W/ PLATE BELOW GRADE NEW 1/2" x4" WEDGE BOLT ANCHORS AT 24" O.G. 12" FROM ENDS SCALE: I" = 1' _ 0" NEW STONE GAP CORROSIVE RESISTANT FLASHING GAP, PAINTED TO MATCH THE THIN -STONE VENEER 4 GAP ORTER SCRATCH GOAT 4 ETTING BED =W THIN -STONE VENEER 11 -M = V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com GAV 0 A 0 9 0 n 9 j EXISTING WALL \ C) FRAMING vo EXISTING WALL / EXISTING PLYWOOD 0c) oVo0 z � PROVIDE LIQUID MEMBRANE OR C) z i— Q J 0 CURED POLYURETHANE SEALANT OCU 0 = a O LO 0 EXISTING FOUNDATION WALL } Q � O O l GARAGE 2b GAUGE GALVANIZED w 0 p METAL WEEP 50REED o LO NEW PREFIN15HED 20 GAGE ULTRA -GLAD O w z FLASHING W/ DRIP EDGE Q z NEW PREFIN15HED 20 GAGE Q z z ULTRA -GLAD FLASHING — w z i HEN REINSTALLING EXISTING PAVERS, z ENSURE SLOPE OF PAVERS I18 PER FOOT �t AWAY FROM EXISTING BUILDING WALL NEW 2x6 GEDAR m WINDOW TRIM ONLY NEW CONT. PRE55URE TREATED 2x(b I z NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING FIN. GRADE. ADD FILL TO ALLOW FOR P051TIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" ALL EXPOSED FLA5HIN(5 SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE. EXPOSED @ WOOD TO WOOD CONNECTIONS USE COLOR MANSARD BROWN. SEE GRACE VYCOR FLASHING REOUIREMENT5 ON DETAIL5 1 4 2 ON SHEET A7.2 OF PERMIT PLANS 1M - — SCALE: 5" = 1' - 0" NEW 1/2" x4" WEDGE BOLT ANGHOR5 AT 24" O.G. 12" FROM ENDS NEW STONE GAP CORROSIVE RE515TANT FLASHING GAP, PAINTED TO MATCH THE THIN -STONE VENEER 8 GAP REMOVE EXISTING STUCCO SYSTEM AND INSTALL NEW SCALE: III = 1' _ 0" EXISTING GRADE ALL F-XP05ED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE SECT CN THRU FERN SCALE: 3" = 1' - O" W/ PLATE ABOVE GRADE 6 5TUGGO TALL NEW WALL SCALE: 1" = 1' - O" PLYWOOD 5HEATHIN6 EXISTING WALL BEDROOM EXISTING FOUNDATION HALLI a a ri .I ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "C.M.G." COLOR SHALL BE SANDSTONE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOI NT5 NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAGE GALVANIZED METAL WEEP 50REED z NEW PREFINISHED 20 GAUGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW CONT. PRESSURE TREATED 2x4 NEW PREFINISHED 20 GAGE ULTRA -GLAD FLASHING NEW FIN. GRADE. ADD FILL TO ALLOW FOR P051TIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" SCALE: 3" = 1' - O" W/ PLATE ABOVE GRADE EXISTING WALL N INTERIOR LOWER _ z LEVEL 1 1/2" EXISTING FOAM INSULATION EXISTING FOUNDATION WALL PLYWOOD 5HEATHIN6 BITUTHANE NEW TYVEK HOUSE WRAP 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JO I NT5 ANEW 57UGG0 SYSTEM 26 GAUGE GALVANIZED METAL WEEP 5GREED 1 1/2" EXTRUDED FOAM z INSULATION, TAPE ALL JOINTS FIN15HED GRADE NEH GAUGE ULTRA-CLAD I FLASHING EXTEND BITUTHANE DOWN AS MUCH AS P0551BLE EXIST. WALL FRAMING ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "C.M.G." COLOR SHALL BE SANDSTONE EXIST. FOUNDATION WALL IF 5HEATHING 15 NOT FLUSH W/ FOUNDATION WALL =�X15TING PLYWOOD PROVIDE LIQUID MEMBRANE OR CURED POLYURETHANE SEALANT FOUNDATION FLASHNG SCALE: 311 = 1' - O" W/ PLATE BELOW GRADE NEW 1/2" x4" WEDGE BOLT ANCHORS AT 24" O.G. 12" FROM ENDS SCALE: I" = 1' _ 0" NEW STONE GAP CORROSIVE RESISTANT FLASHING GAP, PAINTED TO MATCH THE THIN -STONE VENEER 4 GAP ORTER SCRATCH GOAT 4 ETTING BED =W THIN -STONE VENEER 11 -M = V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com GAV 0 A 0 9 0 n 9 @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 0310812013 t : 1 1304 FLASHING 77ALL DETAILS A6.4 UNIT 1 AND 2 C) vo N W 0c) oVo0 z � C) 0 i— Q J 0 OCU 0 a LO 0 @COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 0310812013 t : 1 1304 FLASHING 77ALL DETAILS A6.4 UNIT 1 AND 2 FRONT ENTRY PORCH �\ FRONT ENTRY PORCH EXISTING WALL NEW TYVEK HOUSE WRAP EXISTING WALL NEW TYVEK HOUSE WRAP I NEW 510INO NEW STUCCO SYSTEM, RE: 141A6.3 1 1/2" EXTRUDED FOAM 1 1/2" EXTRUDED FOAM NEW PRE55URE TREATED 2x4 INSULATION, TAPE ALL NEW PRE55URE TREATED 2x4 INSULATION, TAPE ALL CONT. NAILER JOINTS CONT. NAILER JOINTS ;I NEW 26 GAUGE GALVANIZED I� NEW 26 GAUGE GALVANIZED FLASHING W/ HEMMED EDGE ,! METAL WEEP SGREED NEW PREFINISHED 20 GAUGE I� NEW PREFIN15HED 20 GAUGE ULTRA -GLAD FLASHING W/ SACKER ULTRA -GLAD FLASHING W/ BACKER z ROD $ SEALANT = z ROD $ SEALANT EXISTING PAVERS I ) l l I I r'/ / / / //% I EXISTING PAVERS EX. FLOOR \\\'\\'\ \� \ \� \\v\ \�' \ \� \ \�' \ \� \ \� \ \� \ \� EX. FLOOR FRAMING // // // // // // // // // // // // FRAMING \ / / \ / / \ / / \ \/\ \ \ \ X/ � \ � \ \ / / \\ EXISTING FOAM INSULATION, THICKNESS VARIES BY LOCATION \ / / \ \/ / / THICKNESS VARIE5 BY LOCATION EXISTING / /� //x EXISTING FOUNDATION WALL \ / \ \ / \ \/ FOUNDATION WALL ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE r *11 - 0 1 EPA SCALE: 3" = I' - O" W/ HARD SURFAGE $ SIDING ALL EXP05ED FLASHING SHALL BE ULTRA -GLAD, BY COLOR SHALL BE SANDSTONE "01 -1 \ I "PS I ML NO M 0 M WLI J I MM SGALE: 3" = 1'- O" W/ HARD SURFAGE $ STUGGO Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:21 am, Mar 21, 2013 V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 1� {I TOR D N % A? ©COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 03/08/2013 1: 1 1304 FLASHING DETAILS 1 A6.5 UNIT 1 AND 2 vo N ry W � 00 °Vo ~�Q o Q o p. Q 0 z oLIJ U) ° U _j Qo> 0 ©COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 03/08/2013 1: 1 1304 FLASHING DETAILS 1 A6.5 UNIT 1 AND 2 'TYVEK' HOUSE WRAP OVER MTL FLASHING EXISTING PLl NEW 1 1/2" RIOIL EXTRUDED FOAM I N5ULATI Ot NEW Ix8 GHANN LAP HORIZONT, 51DII 26 GAUGE GALVANIZED PAINTED FLASHING SLOPE FOR DRAINAGE NEW WINDOW FLA5HINe RE: DETAIL 2 /A7.: 2x WINDOW TRIP 2x8 FURRING AROUNI ROUGH OPENING BACKER ROD GAULKI WINDOW FRA WINDOW OLAZI SIDING HEAD DETAL INSULATION 'TYVEK' HOUSE WRAP F I I EXISTING l PLYWOOD NEW Ix8 CHANNEL LAP HORIZONTAL 51DIN0� NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION GAULKING 2x8 R.S. CEDAR WINDOW TRIM WINDOW GLAZING WINDOW FRAME BACKER ROD CAULKING NEW WINDOW FLASHING — RE: DETAIL 2/A7.2 2x WINDOW TRIM; CHAMFER TOP 2x6 TREATED FURRING — AROUND WINDOW ROUGH OPENING CAULKING — 'TYVEK' HOUSE WRAP; EXTEND TO TOP OF SHEATHING NEW I XS CHANNEL LAP WOOD 5101 NO NEW 1 1/2" RIGID EXTRUDED_ FOAM INSULATION EXISTING PLYWOOD WI NDOK TRIM /GA51 NO 5ULATION 2x4 WALL :AMINO G.W.B. EXISTING HEADER TRIM /GA51N6 IEW WINDOW INIT 50REEN WIN. SILL BELOW SCREEN NEW WINDOW BACKER ROD CAULKING NEW WINDOW FLASHING RE: DETAIL 2/A7.2 , JAM5 DETAL NEW WINDOW UNIT SCREEN SILL DAM DA7.2 - WOOD WINDOW SILL TRIM /GA51 NG G.W.B. INSULATION EX. 2x4 WALL FRAMING 'TYVEK' HOUSE OVER MTL FLA5HII EX15TINO PLYY NEW 1 1/2" RIGID EXTS FOAM IN5UL, NEW STUCCO 5Y5TD Ix4 VERTIGA SLEEPERS 24" O.0 CASINO BEAD W/ WEEP`: 1/4 26 GAUGE GALVANIZEI PAINTED FLASHING NEW WINDOW FLASHING RE: DETAIL 2 /AT 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD !r GAULKIN WINDOW FR 12201=00 21MR0 INSULATION 0 -rd-ENT011 HEAD DETAL TRIM /GA51140 O.W.B. 'TYVEK' HOUSE WRAP BACKER ROD 4 1 17 GAULKING E XISTING NEW WINDOW FLA5HIN0 - REEN PLYWOOD l 2x WINDOW TRIM - 51 LL DAM CHAMFER TOP ..___. NEW 1 1/2" RIGID 4IN1DOW SILL AROUND WINDOW ROUGH LAP HORIZONTAL EXTRUDED FOAM W BACKER ROD . RIM /GA51N0 CAULKING INSULATION CASING BEAD NEW STUCCO SYSTEM .A.B. OVER CA51N0 BEAD CASING BEAD NEW STUCCO SYSTEM BACKER ROD $ 0 � CAULKING 2x8 R.5. CEDAR in EXTRUDED FOAM WINDOW TRIM WINDOW GLAZING - WINDOW FRAME BACKER ROD 4, GAULKING NEW WINDOW FLASHING RE: DETAIL 2/A7.2 2x WINDOW TRIM; CHAMFER TOP 2x6 TREATED FURRING ARO WINDOW ROUGH OPEN BACKER ROD GAULKING CASINO BEAD TYVEK' HOUSE WRAP; EXTEN. TO TOP OF 5HEATHIN6 NEW STUCCO S`YSTEN NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD WIN. SILL BELOW NEA NINDOW SCREEN BACKER ROD s CAULKING NEW WINDOW FLASHING RE: DETAIL 2/AT2 �AY5 DETA L_ 11 1 SLL DETAL SLL DETAL 11 I-oil 11 I-oil AL 5 C, W E: 5 = I CALE: 5 = I IN ALL INO 'IT V Lr.' HWSL OVER MTL FLA NEW 1 1/2" RIG FOA NEW STUCCO CASINO BEAD W/ Y 26 GAUGE OALVA PAINTED FLA NEW WINDOW FLA RE: DETAIL, 2x8 WINDOI^ 2x8 FURRING A ROUGH 01 BACKER F GA WINDOW WINDOW OL, Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) WN1F VAIF BY J Mondragon at 10:21 am, Mar 21, 2013 STUGGO TO TYVEK' HOUSE WRAP OVER MTL FLASHING EXISTING PL' NEW I I /2" RIOC EXTRUDED FOAM INSULATOOt NEW Ix8 GHANN LAP HORIZONT, 51DII DETAL 5 )tHEAD SGALE: 3" _ 11 - O" WINDOW TRIM /GA51N6 EX15TINO WALL IG.W.B. FURRI NO EXISTING &" GONG. FOUND. WALL NEW 1 1/2" IRIOID EXTRUDED FOAM INSULATION 'TYVEK' HOUSE WIN. SILL BELOW NEW WINDOW 50REEN ,TUGGO SYSTEM _ BACKER ROD CASING BEAD 2x8 R.5. CAULKING BACKER ROD CEDAR WINDOW GAULKING TRIM NEW WINDOW FLA5HIN0 RE: DETAIL 2/A7.2 (5 AFB DETAL SGALE: 3" = 1' - O" WINDOW GLAZING WINDOW FRAME EXISTING GRADE NEW WINDOW UNIT SCREEN A7. SILL DAM EXISTING 5" GONG. FOUND. WALL z SLL DETAL 5 SGALE: 5" = I' - 0" G.W.B. C. WALL RRINO TRIM /GA51N0 NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX. 2x4 WALL FRAMING 26 GAUGE OALVANIZEC PAINTED FLA5HIN0 SLOPE FOR DRAINAGE NEW WINDOW FLASHING RE: DETAIL 2/A7.: 2x WINDOW TRI1 2x8 FURRING AROUNI ROUGH OPENING BACKER ROD GAULKI WINDOW FRA WINDOW OLAZ I SIDING N NO SGALE: 5" = 1' - O" WINDo TRIM /GA51N6 INSULATION G.W.B.--i 'TYVEK' HOUSE BACKER ROD 4 W WINDOW GAULKING T NEW WINDOW FLA5HIN0 - REEN RE: DETAIL 2/A7.2 l 2x WINDOW TRIM - 51 LL DAM CHAMFER TOP 400D 2x6 TREATED FURRING - 4IN1DOW SILL AROUND WINDOW ROUGH LAP HORIZONTAL OPENING W BACKER ROD . RIM /GA51N0 CAULKING CASING BEAD 'TYVEK' HOU5E WRAP .A.B. OVER CA51N0 BEAD NEW STUCCO SYSTEM q5ULATION 0 � NEW I I/2" RIGID in EXTRUDED FOAM :X. 2x4 WALL INSULATION RAMING J Q GA51NG BEAD- EXISTING GRADE NEW WINDOW UNIT SCREEN A7. SILL DAM EXISTING 5" GONG. FOUND. WALL z SLL DETAL 5 SGALE: 5" = I' - 0" G.W.B. C. WALL RRINO TRIM /GA51N0 NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX. 2x4 WALL FRAMING 26 GAUGE OALVANIZEC PAINTED FLA5HIN0 SLOPE FOR DRAINAGE NEW WINDOW FLASHING RE: DETAIL 2/A7.: 2x WINDOW TRI1 2x8 FURRING AROUNI ROUGH OPENING BACKER ROD GAULKI WINDOW FRA WINDOW OLAZ I SIDING N NO SGALE: 5" = 1' - O" WINDo TRIM /GA51N6 INSULATION G.W.B.--i 'TYVEK' HOUSE Cn WRAP F I I EX15TINO l PLYWOOD 0 NEW Ix8 CHANNEL LAP HORIZONTAL W SIDING oVoo z �... Q SULATION 2x4 WALL :AMINO O.W.B. EXI5TIN6 HEADER TRIM /GA51 NO IEW WINDOW INIT iGREEN WIN. SILL BELOW NE:W-WINDOW SCREEN NEW 1 1/2" RIGID EXTRUDED NEW WINDOW FOAM INSULATION BACKER ROD 6 CAULKING GAULKING 2x8 R.5. CEDAR NEW WINDOW FLA5HIN0 WINDOW TRIM RE: DETAIL 2/AT2 JAYE3 DETA SGALE: 3" = 1' - O" V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com CITY 0 A 0 9009 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0310812013 1 1304 WINDOW DETAILS A7.1 UNIT 1 AND 2 Cn 0 vo N W 00 oVoo z �... Q C/) 0O a. Q U)U 0 � O in � J Q u') 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0310812013 1 1304 WINDOW DETAILS A7.1 UNIT 1 AND 2 GRACE VYCOR PLUS f� O WINDOW TRIM /GASING INSULATION EX. 2x4 WALL FRAMING 'TYVEK' HOUSE EX15TINO PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUGGO SYSTEM GA51N6 BEAD BACKER ROD 4 GAULKING O.A.B.- Ix5 R.S. CEDAR WINDOW TRIM DOOR JAMS VYCOR PLUS SEAL TOP OF JOISTS UNDER DECKING NOTES: (SEE VGRDET -301) A. VISIT GRACECON5TRUCTION.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 AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL AL50 RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL -� ' - \ SCALE: NOT TO SCALE NEW DOOR NEW WINDOW FLASHING RE: DETAIL 2/AT2 NEW TRACK FA5TENER5NEW 2x6 TRACK SHIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- O.H.B.- 'TYVEK' EX. 2x4 WALL FRAMING HOUSE WRAP EXISTING PLYWOOD 1/2" NEW STUGGO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION GA51N6 BEAD __/ BACKER ROD $ J 2x8 R.S. CAULKING CEDAR TRIM NEW DOOR FLA5HING V=. n>=TA11 1 /A-17 _n IAM= k Wr-An Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL # By J Mondragon at 10:21 am, Mar 21, 2013 MEGHANIGALLY FASTEN AS NEGESSARY N CORNERS THROUGH GRAGE VYGOR PLUS; EXTEND UP 6" ABOVE FURRING. DOVER TOP W/ METAL FLASHING TYVEK. a GRACE VYGOR PLUS DO NOT FLASH OVER E3OTTOM NAILING FLANGE NEW DOOR TRACK 4 ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.5. CEDAR GLADD I NG (RE: ELEVATION ON SHEET A: NEPq Ix4 DOOR STOP W/ WEB RMINATE 1/2" ABOVE PAV 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT --- - - - - -- -------------------------------- - - - - -- COVE BEAD SEALANT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT 2x6 DOOR ROUGH :=G AM I AI/' /X1 A 11 1=G GARAGE DOOR JAM5_ SCALE: 3" = I' -0" 5 2 WINDOW FLASHING SIMILAR SILL DAM \\3\ . SILL PLATE (RE: VGRDET -106 FOR OPTION E3) 2 \ GRAGE VYGOR PLUS EXTEND DOWN TO BOTTOM OF 2x6 FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A7.2 (RE: VGRDET -504 FOR OPTION) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYGOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR WEATHER RE515TI VE BARRIER REGU I REMENT5 AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER - SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL SCALE: NOT TO SCALE 2x(b FURRING AROUND ROUGH OPENING RIGID EXTRUDED — FOAM INSULATION INSTALL GRACE V'(COR, AS SHOWN HERE AND ON DETILAL 1 $ 2 A7.4 EX. 2x4 WALL FRAMING INSTALL Ixl STRIP AT SILL, FULL WIDTH) AS DAM j\ \j EX. 2x4 WALL FRAMING SCALE: NOT TO SCALE V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 O CIO V1 TOR 0 D N A ! VV A� EXTERIOR SHEATHING TIE -IN WITH WEATHER RESISTIVE BARRIER: I. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER 0 vo WITH GRACE VYCOR PLUS TO FORM WATER - SHEDDING LAPS Lo �� FOLD UP WEATHER 2. RIPCORDOHA5 BEEN REMOVED AT SILL FOR EASE OF oVoo EP�� RESISTIVE BARRIER AND INSTALLATION AND /OR COORDINATION OF OTHER TRADES C/) 0 O TEMPORARILY SECURE 3. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE QJ O z OU HEADER TO ALLOW FOR GRACE VYGOR PLUS INSTALLATION 4. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER O > WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE EDGES WITH WEATHER RE515TIVE eP��\� WEATHER RESISTIVE BARRIER (CHECK BARRIER TAPE OR GRACE VYCOR PLUS 1 LOCAL BUILDING CODE FOR REGUIREMENT5) 5EE VGRDET -201 0P� 40 MECHANICALLY FASTEN CORNER PATCH AS NECESSARY IN eP (RE: VGRDET -504 AS OPTION) CORNERS THROUGH GRACE VYCOR PLUS GRACE VYCOR PLUS f� O WINDOW TRIM /GASING INSULATION EX. 2x4 WALL FRAMING 'TYVEK' HOUSE EX15TINO PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUGGO SYSTEM GA51N6 BEAD BACKER ROD 4 GAULKING O.A.B.- Ix5 R.S. CEDAR WINDOW TRIM DOOR JAMS VYCOR PLUS SEAL TOP OF JOISTS UNDER DECKING NOTES: (SEE VGRDET -301) A. VISIT GRACECON5TRUCTION.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 AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL AL50 RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL -� ' - \ SCALE: NOT TO SCALE NEW DOOR NEW WINDOW FLASHING RE: DETAIL 2/AT2 NEW TRACK FA5TENER5NEW 2x6 TRACK SHIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- O.H.B.- 'TYVEK' EX. 2x4 WALL FRAMING HOUSE WRAP EXISTING PLYWOOD 1/2" NEW STUGGO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION GA51N6 BEAD __/ BACKER ROD $ J 2x8 R.S. CAULKING CEDAR TRIM NEW DOOR FLA5HING V=. n>=TA11 1 /A-17 _n IAM= k Wr-An Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL # By J Mondragon at 10:21 am, Mar 21, 2013 MEGHANIGALLY FASTEN AS NEGESSARY N CORNERS THROUGH GRAGE VYGOR PLUS; EXTEND UP 6" ABOVE FURRING. DOVER TOP W/ METAL FLASHING TYVEK. a GRACE VYGOR PLUS DO NOT FLASH OVER E3OTTOM NAILING FLANGE NEW DOOR TRACK 4 ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.5. CEDAR GLADD I NG (RE: ELEVATION ON SHEET A: NEPq Ix4 DOOR STOP W/ WEB RMINATE 1/2" ABOVE PAV 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT --- - - - - -- -------------------------------- - - - - -- COVE BEAD SEALANT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT 2x6 DOOR ROUGH :=G AM I AI/' /X1 A 11 1=G GARAGE DOOR JAM5_ SCALE: 3" = I' -0" 5 2 WINDOW FLASHING SIMILAR SILL DAM \\3\ . SILL PLATE (RE: VGRDET -106 FOR OPTION E3) 2 \ GRAGE VYGOR PLUS EXTEND DOWN TO BOTTOM OF 2x6 FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A7.2 (RE: VGRDET -504 FOR OPTION) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYGOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR WEATHER RE515TI VE BARRIER REGU I REMENT5 AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER - SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL SCALE: NOT TO SCALE 2x(b FURRING AROUND ROUGH OPENING RIGID EXTRUDED — FOAM INSULATION INSTALL GRACE V'(COR, AS SHOWN HERE AND ON DETILAL 1 $ 2 A7.4 EX. 2x4 WALL FRAMING INSTALL Ixl STRIP AT SILL, FULL WIDTH) AS DAM j\ \j EX. 2x4 WALL FRAMING SCALE: NOT TO SCALE V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 O CIO V1 TOR 0 D N A ! VV A� ©COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 03/08/2013 1: 1 1304 WINDOW & DOOR DETAILS 1 A7.2 UNIT 1 AND 2 0 vo Lo N ry W C-0 00 oVoo 0 Q Q Ir— C/) 0 O QJ O z OU � 0 O > O ©COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 03/08/2013 1: 1 1304 WINDOW & DOOR DETAILS 1 A7.2 UNIT 1 AND 2 m �T m / UNIT# DOOR# 4.1.2 FLOOR LEVEL ►n 2' -1" hIOGD WOGD \ — I 2' -&" -I 2_' -8" EC RESs 1.2.E 1.2.E 1.2.D 1.2.G 1.2.B SECOND LEVEL AINDONS 411 411 3' -q" L* � 3' -a" I.J. 1.4 3' -q" L� ZE r N 0 �r UNIT# WINDOW# 4.0.A FLOOR LEVEL CI.2.A ELEVATIONS VIEWED FROM EXTERIOR 9 3" 3" 3' -7" d L 3' -7" �i 1 /4 "i, 3' --� d L 3_ LLD LLE / AOGD cn 3'-Q" CI.2.A ELEVATIONS VIEWED FROM EXTERIOR 9 3" 3" 3' -7" d L 3' -7" �i 1 /4 "i, 3' --� d L 3_ LLD LLE I.O.B I.O.A BASEMENT LEVEL WINDOWS ICI 2' -6" HEAD II 2ND FLOO I.2.I SECOND LEVEL DOOR FIRST LEVEL WINDOWS m / N CI.ID O!r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) I TOWN OF VAL # By J Mondragon at 10:21 am, Mar 21, 2013 Of 2' -10" �le 14k 1'_0" L, k 1' -3" ijl 2' -6" CD N NDON OENE�AL NOTES * IN AGGORDANGE WITH 2012 IRG FOR 2 -UNIT BUILDINGS, AND 2012 IBG FOR 5-UNIT BUILDINGS; I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 3. PERFOi?MANGE VALUES: U VALUE =.32 SHGG =.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPER,45LE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BLOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5."I 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" ABO\/E THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE GORE SAFETY GLAZING IS REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. � G. AT ALL SHOWER AND TUB DOORS / / / / / / 1 (T(.2) 1.1.3 FIRST LEVEL DOORS HEAD � 0 LL z IL } ST FLOOR 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 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE AI NDOAS SHALL HAVE INSECT SCREENS. 1. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. a. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OANER REPRESENTATIVE PRIOR TO ORDERING. 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - W I NDOW OPEN I NO CONTROL DEVICES SHALL COMPLY WITH THEIR RESFECTI \ CODE. (SEE SECTION 1015.8.1 OF THE 2012 15C OR SECTION R312.2.2 OF THE 2012 IRG) UM KNDON $ III' ELEVA CNS SCALE: 1/2" = 1'- O" V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com am cn / cm I.O.B I.O.A BASEMENT LEVEL WINDOWS ICI 2' -6" HEAD II 2ND FLOO I.2.I SECOND LEVEL DOOR FIRST LEVEL WINDOWS m / N CI.ID O!r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) I TOWN OF VAL # By J Mondragon at 10:21 am, Mar 21, 2013 Of 2' -10" �le 14k 1'_0" L, k 1' -3" ijl 2' -6" CD N NDON OENE�AL NOTES * IN AGGORDANGE WITH 2012 IRG FOR 2 -UNIT BUILDINGS, AND 2012 IBG FOR 5-UNIT BUILDINGS; I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 3. PERFOi?MANGE VALUES: U VALUE =.32 SHGG =.20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPER,45LE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BLOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5."I 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" ABO\/E THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE GORE SAFETY GLAZING IS REQUIRED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. � G. AT ALL SHOWER AND TUB DOORS / / / / / / 1 (T(.2) 1.1.3 FIRST LEVEL DOORS HEAD � 0 LL z IL } ST FLOOR 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 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE AI NDOAS SHALL HAVE INSECT SCREENS. 1. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. a. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OANER REPRESENTATIVE PRIOR TO ORDERING. 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - W I NDOW OPEN I NO CONTROL DEVICES SHALL COMPLY WITH THEIR RESFECTI \ CODE. (SEE SECTION 1015.8.1 OF THE 2012 15C OR SECTION R312.2.2 OF THE 2012 IRG) UM KNDON $ III' ELEVA CNS SCALE: 1/2" = 1'- O" V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 03/08/2013 1: 1 1304 UNIT 1 WINDOW & DOOR ELEVATIONS 1 A7.3 UNIT 1 AND 2 am vo N 0�(0 LJJ 00 oV00 I:)O a. Q O D 0 ID CU � J Q 4< LO > 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 03/08/2013 1: 1 1304 UNIT 1 WINDOW & DOOR ELEVATIONS 1 A7.3 UNIT 1 AND 2 N 2.2.H c� m 2'- I It 2.2.G SEGOND LEVEL WINDOWS 311 51 -1111 51 -1111 NOGD \ m 0 N J .m 2.2.F 3" 5141 UNIT# DOOR# 4.1.2 FLOOR LEVEL N 5' -411 UNIT# WINDOW# 4.0.,4 FLOOR LEVEL crm in -C2 � �L — = JAL —1 F I� � —I cn 0 m m. lo rl :2.2:E) :2- 2.D L ELEVATIONS �/IEWED FROM EXTERIOR l�l l�l FIRST LEVEL WINDOWS 2.O.B 2.0.E 5ASEMENT L=EVEL= K NDONS m AoG�v 2.2.G m 0 2.2.B I 411 0 L -ZJ 1-2 C 2.O.B 2.0.E 5ASEMENT L=EVEL= K NDONS m AoG�v 2.2.G m 0 2.2.B I 411 0 2.1.A nl .ru L -"I 11 L -ZJ 1-2 vo I= Ill N W 2.1.A nl .ru L -"I 11 2.1.3 2.1.2 FIRST LEVEL DOORS E l�lE A L N 0TE� * IN A,r,r,rJRI'),�Nr,F WITI�I 2CJ17 IRr, FOR 2-UNIT F31111 1'�INr� AN1'� '�nl� 15 C, , FOR 5-UNIT 51J I L=D I NOS; 1. AINDOAS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL CLAD EXTERIOR. COLOR 5ROAN. 2. OLAZ I NO: CARDINAL LOW ''E 566'' INSULATED OLASS B. F'ERFORMANGE VALUES: U VALUE = .B2 SHG G = .20 4. EVERT SLEEP I NO ROOM AND E3ASEMEN7 SHALL E3E F'ROV I DED A 1 TH ,4T LEAST ONE OF'ERAE3LE ESr AF'E WINDOW MEET I NO THE REOU I REMENTS LISTED E3ELOA: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.-7 SQUARE FEET. E3. MINIMUM OFENAE3LE HE I OHT SHALL E3E 24 ". G. MINIMUM OF'ENA5LE A I DTH SHALL E3E 20 ". D. THE SILL MUST E3E NO MORE THAN 44'' AE3OVE THE FLOOR. 5. SAFETY OLAZ I NO SHALL 5E DETERMINED 5"r THE WINDOW SUF'F'L I ER -ALL WINDOWS AND GLASS SHALL GOMF'LY A I TH THEIR RESF'EGT 1 VE GODE SAFETY OLAZ I NO 15 REG2U I RED AT: A. STORM DOORS E3. FIXED AND SL I D I NO FANELS OF SL I D I NO DOOR ASSEME3L I ES. / G. AT ALL SHOWER AND TUE3 DOORS r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) �� �� UAIL By J Mondragon at 10:21 am, Mar 21, 2013 2.1.1 D. ALL GLASS IN TUB5 AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJ?�CENT TO A DOOR WHERE THE GLAZING 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 1. CONTRArTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. a. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - W I NDOW OPENING CONTROL DEVICES SHALL COMFLY WITH THEIR BESFECTI \ CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IRC) - WINDOWS AND DOORS HAVE BEEN REFL4CED. REMOVE AND RESET 2.2.E 2.2.B ✓ \ \ �I ;. \\ � III' A � \ V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 CIO VI TOR b�1 t D N I L -ZJ 1-2 vo N 2.1.3 2.1.2 FIRST LEVEL DOORS E l�lE A L N 0TE� * IN A,r,r,rJRI'),�Nr,F WITI�I 2CJ17 IRr, FOR 2-UNIT F31111 1'�INr� AN1'� '�nl� 15 C, , FOR 5-UNIT 51J I L=D I NOS; 1. AINDOAS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL CLAD EXTERIOR. COLOR 5ROAN. 2. OLAZ I NO: CARDINAL LOW ''E 566'' INSULATED OLASS B. F'ERFORMANGE VALUES: U VALUE = .B2 SHG G = .20 4. EVERT SLEEP I NO ROOM AND E3ASEMEN7 SHALL E3E F'ROV I DED A 1 TH ,4T LEAST ONE OF'ERAE3LE ESr AF'E WINDOW MEET I NO THE REOU I REMENTS LISTED E3ELOA: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.-7 SQUARE FEET. E3. MINIMUM OFENAE3LE HE I OHT SHALL E3E 24 ". G. MINIMUM OF'ENA5LE A I DTH SHALL E3E 20 ". D. THE SILL MUST E3E NO MORE THAN 44'' AE3OVE THE FLOOR. 5. SAFETY OLAZ I NO SHALL 5E DETERMINED 5"r THE WINDOW SUF'F'L I ER -ALL WINDOWS AND GLASS SHALL GOMF'LY A I TH THEIR RESF'EGT 1 VE GODE SAFETY OLAZ I NO 15 REG2U I RED AT: A. STORM DOORS E3. FIXED AND SL I D I NO FANELS OF SL I D I NO DOOR ASSEME3L I ES. / G. AT ALL SHOWER AND TUE3 DOORS r Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) �� �� UAIL By J Mondragon at 10:21 am, Mar 21, 2013 2.1.1 D. ALL GLASS IN TUB5 AND SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJ?�CENT TO A DOOR WHERE THE GLAZING 15 WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 1. CONTRArTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. a. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. 1. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - W I NDOW OPENING CONTROL DEVICES SHALL COMFLY WITH THEIR BESFECTI \ CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IRC) - WINDOWS AND DOORS HAVE BEEN REFL4CED. REMOVE AND RESET 2.2.E 2.2.B ✓ \ \ �I ;. \\ � III' A � \ V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 CIO VI TOR b�1 t D N I ©COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 03/08/2013 1: 1 1304 UNIT 2WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 1 AND 2 vo N W 00 C) z z0 P- O Q Q C) QJ O z O �U 0 - � J Q 0 LO > O ©COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 03/08/2013 1: 1 1304 UNIT 2WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 1 AND 2 GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF (SNOW) <4/12 SLOPE 100 PSF ROOF (SNOW) >4/12 SLOPE 80 PSF B. TYPICAL FLOOR 40 PSF C. TYPICAL DECK 100 PSF D. IMPORTANCE FACTORS CATEGORY 1.0 SEISMIC FACTOR IE 1.0 SNOW FACTOR IS 1.0 WIND FACTOR IW 1,0 E. WIND 3 SECOND GUST 90 EXPOSURE B F. SNOW SNOW EXPOSURE FACTOR Ce 1.0 THERMAL FACTOR Ct 1.0 G. SEISMIC SITE CLASS D CATEGORY B SS .035 S1 .008 BASIC SEISMIC FORCE RESISTING SYSTEM IS NA H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2, CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 3, STEEL CONSTRUCTION a, ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1, SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. 3. FOUNDATIONS A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 1500 PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED, EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISERECOMMENDED BY SOILS ENGINEER. D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON- GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRET 4. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS /FOUNDATIONS WALLS 3000 psi STD - -- - -- EXTERIOR CONCRETE 4500 psi STD 0.45 6 % -8% B. FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 5. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. 6. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. E. MINIMUM WELDS TO BE PER RISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. 7. WOOD A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb � 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. ALL WOOD MEMBERS THAT WILL BE WITHIN 18 INCH €S OF FINAL GRADES (SOIL) SHALL BE TREATED. C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. G. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 8. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI L By J Mondragon at 10:21 am, Mar 21, 2013 Monroe & Newell Engineers, Inc. Avon P.C'. 1�o\ I ;I; A wi . h nrk RMLL SIMU '0'4 AN nn. C70101•adn 8I6 -20 (970) 049 -77(,8 FAX (970) X74`.'- 4r1.,4 I MAZE_ ay.rn[ti.�nunroc- neurlL.nnt Denver 1400 (�lcn;illn P111CC. Suirrr 101 I)enver, Colorado 80202 ( 303) 623 -49?7 FAX (30:1) 623 -660? F-MA11- i4tnver(riirtronroe- nrwrll . cont 0 L� 0 0 0- 0 Ln LLJ 00 z p 00 U) _ U ) ry 00 Z 0 U W ct Date 03 -04 -13 Drawn By WKS Checked By �i Project No, 9020 1 _ 1 Monroe & Newell Engineers, Inc. Avon P.C'. 1�o\ I ;I; A wi . h nrk RMLL SIMU '0'4 AN nn. C70101•adn 8I6 -20 (970) 049 -77(,8 FAX (970) X74`.'- 4r1.,4 I MAZE_ ay.rn[ti.�nunroc- neurlL.nnt Denver 1400 (�lcn;illn P111CC. Suirrr 101 I)enver, Colorado 80202 ( 303) 623 -49?7 FAX (30:1) 623 -660? F-MA11- i4tnver(riirtronroe- nrwrll . cont 0 L� 0 0 0- 0 Ln LLJ 00 z p 00 U) _ U ) ry 00 Z 0 U W ct Date 03 -04 -13 Drawn By WKS Checked By PM Project No, 9020 Revisions S0.0 GENERAL NOTES a ro Lo 0 M V M 0 N 0 Q U a U L U a 4 N 0 a 0 N Q 01 a NEW STEEL BEAM RE: PLAN 314" SHIM AND GRO RAILING POST — RE: ARCH. (2) -112" 0 BOLTS WITH HEAVY WA: AND LOCKNUT NEW 2X10 LEDGE., FASTEN TO EXISTING EDGE BEAM WITH (2)- SIMPSON SAS 25300 SCREWS AT V -4" IF BEAM BEARS ON WALL 6" IL IF BEAM CAN NOT BEAR ON WALL SECTION 13 314" = 1" -0° 314" 0 X 4 " (EMBED) EXPANSION ANCHOR WITH SLOTTED HOLE IN BEAM- PROVIDED BEAM BEARS 6" (MIN.) ON WALL EXISTING CONCRETE WALL L6X4X5116 WITH (3)- 314110 X 5" (EMBED) EXPANSION ANCHORS EXISTING CONCRETE WALL EXISTIN RIM EXISTIN SHEATF EXISTIN WALL SECTION 14 314 " ii.-0"° K ERIFY) L, \IJ I II V'l.7 L,L_\�K EDGE FRAMING (VERIFY MIN. OF (2) -2X10 SECTION 15 314 1' 0'" EXISTING FLOOR SHEATHING EXISTING FLOOR FRAMING (VERIFY) REMOVE EXISTING ' (2) -2X6 AND REPLACE WITH (2) -2X8 AT V -4" (EACH SIDE, EACH EXISTING JOIST) (FASTEN WITH 3" SIMPSON SDS SCREWS TOP AND BOTTOM AT 8" EXISTING WOOD STUD BEARING WALL E 314" = 1" -0 " CTION 16 LTS ED) DRS 'OPE AS NOTE: JOISTS AND DECKING OMITTED EXISTING RIN NEW 2X12 LE DECKING RE: 2X4 TOP PEA RE: PLAN NEW STEELS WITH SOLID I RE: PLAN SIMPSON LU: NEW JOIST R NtVV ZAIZ NEW 2x8, RE: PLAN NEW (3)2X RE: PLAN SIMPSON L90 EACH SIDE AT 1' STAGGER SECTION 9 314" = V-0" 2X4 TOP PLATE WITH 112" 0 BOLTS AT 2-8 " STAGGER PACK OUT WEB RE: PLAN NEW STEEL BEAM RE: PLAN 114" X 3" X 6" PLATE EACH SIDE WITH (2) -1f2 " 0 THRU -BOLTS SECTION 16 914" l'-n" EXISTING WOOD STUD 03 -04 -13 BEARING WALL I' 314" T &G PLYWOOD t� SHEATHING 9020 RAILING POST RE: 14150.1 Monroe & Newell w 2X4 TOP PLATE WITH Avon EXISTING FLOOR 112" 0 BOLTS AT 2' -6" SHEATHING D A%t,n. Col(,ra�Io :31620 STAGGER < (9700 (M11-77(8 EXISTING EXTERIOR 2X10 + 318" PLYWOOD WALL 0 O BLOCKING EACH SIDE z � Denver WITH 2) -112" 0 BOLT O I4H) (�Icn�ann Pl.irr. Sq.wk- [111 r< V ) AT SIMPSON L90 ((1) -SIDE EACH JOIST) NEW (3) -2X8 RE: PLAN REMOVE AND REPLACE BLOCKING AND SHIMS AS REQUIRED NEW STEEL BEAM RE: PLAN SIMPSON LU210 HANGE NEW JOIST RE PLAN SECTIO 1. =1_m ATE L/\IJ I ItiYV 1.JVIYI, I \L I L FOUNDATION WALL RE: PLAN N11 SECTION 12 = V-0. EXISTING TJS RIM EXISTING 1" RIM (VERIFY) NEW 2X10 LEDGER RE: PLAN NEW DECKING RE: ARCH. s. Reviewed for Code Compliance Ir 17-7711 EXISTING STEEL BEAM WITH WOOD NEW WOOD BEAM BLOCKING RE: PLAN VERIFY EXISTING BLOCKING NEW JOIST RE: PLAN IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS SWPSON U26 HANGER (TYP.) EXISTING CONCRETE FOUNDATION WALL SECTION 5 314" = V -0" Code: 2012 International Residential Code (IRC) T�J �� � � VA � L � By J Mondragon at 10:22 am, Mar 21, 2013 NEW SHEATHING RE: ARCH. - NEW SIMPSON LU26 EXISTING FLOOR HANGER SHEATHING EXISTING (2)- L3X3X114 X 6" (CONFIRM ACCEPTABILITY TO REUSE) EXISTING CONCRETE WALL RE: PLAN EXISTIN RIM EXISTIN SHEATF EXISTIN WALL SECTION 6 314" = 1 " -0 "' ARCH. 4N TS SIMPSON CB POST BASE SECTION 7 3r4" = 1._01. SECTION 8 314" = V -0" WOOD COLUMN RE: PLAN (3)-#3 TIES AT 3" LTS ED) )RS ;OPE AS 93 TIE AT MID - HEIGHT (4) -##5 X L 81, RE: PLAN NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH. NEW SIMPSON LU26 HANGER EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH. NEW JOIST RE: PLAN - STEEL PLATE RE: PLAN THRU -BOLT WITH HEAVY WASHER RE: PLAN (2) -112" 0 BOLTS WITH HEAVY WASHER AND LOCKNUTS I I I SECTION 1 314" = 1, 0„ SECTION 2 3/4" = 1 " -0" 10001 10" SECTION 3 314" = V -0" PROVIDE AND REPLACE I EXISTING BLOCKING AS REQUIRED - EXISTING SHEATHING ON EXISTING JOISTS TO REMAIN J 1 EXISTING WOOD STUD 03 -04 -13 BEARING WALL I' PROVIDE 2 112" MIN. t� BEARING FOR NEW JOISTS ON 9020 EXISTING WALL Monroe & Newell w Engineers, Inc. Avon EXISTING FLOOR I'.l �- 13k +1 1 ti9 711 13erlt_'hull trk IZ0.9;1 {�. Soho '_1Y�1 SHEATHING D A%t,n. Col(,ra�Io :31620 < (9700 (M11-77(8 EXISTING EXTERIOR I-'�\ 07M 0.4t) -40' 1'.;�IAH AV' 11161.1„t1I,rUC.rICNa:II,,(,III WALL 0 O 0- z � Denver O I4H) (�Icn�ann Pl.irr. Sq.wk- [111 r< V ) / Oerl, L -r. C()lnrad, i0_102 ° (30,) 62_ -49-27 W z F. U303) G';-6(,0_' O ENIA11. •I�nvrr� %rnt(nrc�r- nturlL�nnt EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS EXISTING EXTERIOR WALL EXISTING FLOOR SHEATHING EXISTING STEEL BEAM WITH WOOD BLOCKING SECTION 4 ARCH ZE: ARCH. "AIJ 1 IIYV J I LLL VEAM WITH WOOD BLOCKING - Date 03 -04 -13 Drawn By ca O PM Project No. 9020 r- � w CO O z O D 0 < r1— "' ° 1_.L 0 O 0- z � p O r< V ) < ° W z O O Q Lo Date 03 -04 -13 Drawn By WKS Checked By PM Project No. 9020 Revisions S001 DETAILS RAILING ATTACHMENT - — BOLT THRU (3) -2X12 WITH (2) -112 "o BOLTS AND HEAVY WASHERS (3) -2X12 ON TOP NEW WOOD PLATE WITH SIMPSON L90 EACH SIDE AT 2' -0" EXISTING CONCRETE WALL- REPLACE EXISTING WOOD TOP PLATE WITH NEW 2X8 TREATED PLATES WITH 112"o ANCHOR BOLTS AT 2' -0" MAXIMUM 11 S0.1 BEAR 2X12 FULL WIDTH - FASTEN TO NEW PLATE WITH L90 ONE SIDE EACH JOIST - OVERLAP 2X8 V -0" AND FASTEN TO 2X12 WITH (3) -112 "e BOLTS AT TWO LOCATIONS AND (3) -SDS SCREWS (TYPICAL) RAILING ATTACHMENT - — BOLT THRU BLOCKING AND STEEL BEAM WITH (2) -1/2 "e BOLTS WITH HEAVY WASHER RE: ARCH 12 S0.1 NEW W10X12 NEW 2X12 AT 8" 13 S0.1 BEAR STEE[ BEAM ON CONCRETE WALL NEW 2X12 RIM JOISTS - FASTEN TO EXISTING RIM AND /OR BLOCKING WITH (2)- SIMPSON SAS 25300 SCREWS AT 1'4" NEW 2X8 AT 1'-4" NEW W10X12 -WITH 2X4 TOP PLATE --/ AND PACK OUT WEB WITH 2X10 PLUS 3/8" PLYWOOD EACH SIDE AND (2)- 1 /2"o BOLTS AT 2' -8" 10 So.1 PROVIDE SIMPSON LUS FACE MOUNT JOIST HANGER (TYPICAL) 8 50.1 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:22 am, Mar 21, 2013 PARTIAL SECOND LEVEL FRAMING PLAN 114" = V -0" DECKING RE: ARCH ` - 6X6 COLUMN BELOW ON V -0" y SQUARE WITH (4)-15 VERTICAL (3) -TIES AT 3" AT 1' -0" ON 50.1 3' -0" X 3-0" X V -0 " FOOTING WITH (3)-#5 EACH WAY EXiSTaNG CONCRETE WALL- i r I 2X6 X FULL hL- IGHT WITH 112 "o X 4" Elv,�ED EPUAY I I ANCHORS A 1 4' -0" I I 2X10 X 3' -0" BOLTED TO INSID EXISTING WnLL WITH (2)- 314 "o X 4" (EMBED) EXPANSION ANCHORS ! 112" PLYWOOD SHEATHING (TYPICAL) (2) -2X6 X FULL HEIGHT WITH 1/2"o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0 " INTO EXISTING CONCRETE WALL (2) -2X6 X FULL HEIGHT WITH 112 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL 2X10 (VERTICAL) CUT TO 8" PROVIDE B TTOM PLATE OF (2) -2X10 AT CONCRETE WALL (VERTICAL) oJLTED TO END OF CONCRETE WALL WITH (2) -314 "o X4" EMBED EXPANSION 2X10 VERTICAL AS SHOWN ANCHORS RE: ARCH NOTES: 1.) PROVIDE 2X10 TOP AND B070M PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITHIN Z -0" OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. NEW 'WALL ADDITION AT CONCRETE WALL 314" = V -0" c� Q tY 1 I �- Monroe & Newell Engineers, Inc. Avon P.O. Box I S'r 70 P*rnehmark Road. Suite Avon. Colorado R 1 r. ' (970)949-7 I;:. \.X (970) 949 -4� numrow- newc °ILcunr Denver Glenarm PI:rcr. tini[r Irt! Denver, Colorakto „ l t (303) 623 -4�r ' I I=AX (303) 623 -66()n t , I + rvrr(ri munme- new•rIl. con � FIRST LEVEL FRAN/iING PLAN 1/4" = V-0" Simi UNITS 1,2 N u? 0 Lo Lu CO � 0 STEPS TO GRADE TO BE 2X12 STRINGER WITH 2X12 TREADS PM 3' WIDE �""� u -0'" CONCRETE PAD, CONCRETE PAD TO BE 4" WITH V THICKENED -0" EDGE WITH J #4 AT 1' -0" EACH WAY r , U) Dry 0 - NEW W10X12 0 707 U L < J 0 12 RAILING ATTACHMENT - W (J SO i BOLT THRU (3) -2X12 WITH (2) -112 "e BOLTS AND HEAVY Q .. WASHERS 1 1 1 - (3) -2X12 ON TOP NEW WOOD 0 LL ro., 0 NEW 2X12 RIM JOISTS - FASTEN P LATE WITH SIMPSON L90 EACH SIDE AT 2' -0" TO EXISTING RIM AND /OR < 0 BLOCKI vG WITH (2)-SIMPSON EXISTING CONCRETE SAS 25 00 SCREWS AT 1'4" WALL- REPLACE EXISTING M NEW 2X12 WOOD TOP PLATE WITH NEW 0 0 AT 8" 2X8 TREATED PLATES WITH 112"o EPDXY ANCHORS AT Z -0" 11 MAXIMUM PROVIDE SIMPSON LUS S0.1 FACE MOUNT JOIST 10 BEAR 2X12 FULL WIDTH - FASTEN TO Date 03 -04 -13 HANGER (TYPICAL) 50.1 NEW PLATE WITH L90 ONE SIDE EACH Drawn By WKS JOIST - OVERLAP 2X8 1' -0" AND FASTEN Checked By PM I �y TO 2X12 WITH (3) -112 "o BOLTS AT TWO LOCATIONS AND (3) -SDS SCREWS (TYPICAL) DECKING RE: ARCH 13 9 S0.1 NEW 2X8 AT 1'4" S0,1 NEW WALL ADDITION RE: DETAIL FOR ADDITIONAL INFORMATION Project No. 9020 Revisions BEAR STEEL BEAM ON CONCRETE WALL 8 6X6 COLUMN BELOW ON 1' 0" S0.1 NEW W10X12 - WITH 2X4 TOP PLATE SQUARE WITH (4)-;5 VERTICAL ANL) PACK OUT WEB WITH 2X10 PLUS 3/8" PLY WvOU- D EACH SIDE AND (2) -112 "m BOLTS RAILING ATTACHMENT - (3) -TIES AT 3" AT 1'4' ON AT 2' -8" BOLT THRU BLOCKING AND 3' -0" X 3' -0" X 1' -0" FOOTING WITH STEEL BEAM WITH (2) -112 "m (3)-#5 EACH WAY BOLTS WITH HEAVY WASHER RE: ARCH FIRST LEVEL FRAN/iING PLAN 1/4" = V-0" Simi UNITS 1,2