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Home My WebLink AboutB13-0029 PLANS APPROVEDX SECTION OUT SYMBOL XX.X ELEVATION REFERENCE 2 X 3 XXX 1 ELEVATION SYMBOLS XX.X 4 Ax REVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT I 1 © WINDOW REFERENCE 3 °x 7° WINDOW / DOOR SIZE ODOOR REFERENCE Xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYP 1/4" N WELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL EXTERIOR REMODEL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) POTATO PATCH CLUB, UNIT 18 R 19 TOWN VAS BY J Mondragon at 10:51 am, Mar 21, 2013 Approved by the 950 RED SANDSTONE ROAD, VAIL, COLORADO 81637 0 Design Review Board TOWN OF VA j L By Warren Campbell at 9:34 am, Mar 26, 2013 ABV EARTH LB SHEATHING AFF ABOVE FINISHED FLOOR LT (PLYWOOD /05B) AFC, GRAVEL / DRAINAGE LTL WOOD- FINISH AP CONCRETE LVR WOOD -ROUGH ACT STUCCO / EIF5 or MH WOOD - BLOCKING ADJ 6YP5UM WALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ( �A�KE {/IASPHALT) 00 MAIL MATERIAL AL RIGID INSULATION ® ROOF ERAMIC APPROX APPROXIMATELY MECH / SLATE) ADA MASONRY MG STONE VENEER (DRY A/G AIR CONDITIONING MMB 5TAGK) ARCH STEEL /METAL 0 STONE VENEER (GROUTED) 55MT METAL DECKING M HEAVY TIMBER SRO METAL STUDS ® or ® ENGINEERED WOOD BF6 BELOW FINISHED GRADE MM GLAZING / MIRROR X SECTION OUT SYMBOL XX.X ELEVATION REFERENCE 2 X 3 XXX 1 ELEVATION SYMBOLS XX.X 4 Ax REVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT I 1 © WINDOW REFERENCE 3 °x 7° WINDOW / DOOR SIZE ODOOR REFERENCE Xx WALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYP 1/4" N WELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL EXTERIOR REMODEL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) POTATO PATCH CLUB, UNIT 18 R 19 TOWN VAS BY J Mondragon at 10:51 am, Mar 21, 2013 Approved by the 950 RED SANDSTONE ROAD, VAIL, COLORADO 81637 0 Design Review Board TOWN OF VA j L By Warren Campbell at 9:34 am, Mar 26, 2013 ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFC, ABOVE FINISHED GRADE LTL LINTEL AP ACCE55 PANEL LVR LOUVER ACT ACOUSTICAL GEILINO TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING 00 MAIL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY MECH MECHANICAL ADA AMERICAN D15ABILITY ACT MG MEDICINE CABINET A/G AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL 55MT BASEMENT M METER SRO BEARING MW MICROWAVE BF6 BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK MISC MISCELLANEOUS BLKG BLOCKING MR MOISTURE RESISTANT MULL MULLION 5D BOARD NAT NATURAL SO BOTTOM OF NR NOI5E REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OPT CARPET NIG NOT IN CONTRACT 05MT CASEMENT NT5 NOT TO SCALE GIP CA5T IN PLACE O.G. ON CENTER GLO GEILING OPG OPENING GTR CENTER OPP OPPOSITE OT CERAMIC TILE OPH OPPOSITE HAND GLR CLEARANCE 05B ORIENTED STRAND BOARD COL COLUMN OD OUTSIDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MA50NRY UNIT (P) PAINT G CONDUIT PR PAIR CON5T CONSTRUCTION PKNO PARKING GONT CONTINUOUS PVMT PAVEMENT GJT CONTROL JOINT PEP PEDESTAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRE55URE TREATED DIM DIMEN51ON PSF POUNDS PER SQUARE FOOT DW DISH WASHER P51 POUNDS PER SQUARE INCH OR DOOR PC PRE -CAST PROP PROPERTY DWG DRAWING QT QUARRY TILE OF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST REFER TO ELEG ELECTRICAL REF REF REFERENN CE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RE5 RESILIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EXO EXISTING R RISER EXP EXPANSION R$5 ROD AND SHELF E XT EXTERIOR RD ROOF DRAIN RFC, ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FINISH RO ROUGH OPENING FOM FACE OF MASONRY R/5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY 5EWER FIN FL FINISH FLOOR ELEVATION (S) SEALANT FE FIRE F-XTINOU15HF-R SHT SHEET FDG FIRE DEPARTMENT CONNECTION SHT6 SHEATHING FHG FIRE H05E CONNECTION 5M SHEET METAL FEC FIRE EXTINOU15HER CABINET 51M 51MILAR FPL FIREPLACE 5PM SINGLE PLY MEMBRANE FP FIREPROOFING 50 SOLID GORE FLG FLA5HING 5 SOUTH FLR FLOOR SPEC SPECIFICATIONS 50. FT. SQUARE FEET FD FLOOR DRAIN 5.5TL 5TAINLE55 STEEL FTC, FOOTING STANDARD FND FOUNDATION 5T 5ELF- TAPPING FBO FURN15HEP BY OTHERS 5TL STEEL FUR FURRING 5D STORM DRAIN / SMOKE OA GAGE, GAUGE DETECTOR 6ALV GALVANIZED 5TR STRINGER OD GARBAGE D I5P05AL 5TRU0 STRUCTURAL GG GENERAL CONTRACTOR SW SWITCH OLAM GLULAM LAMINATED BEAM 5YM SYMMETRICAL OL OLA55, GLAZING TEL TELEPHONE GB GRAB BAR TV TELEVISION OND GROUND THK THICKNESS THR THRESHOLD OWB GYPSUM WALL BOARD TBD TO BE DETERMINED HGR HANGER T46 TONGUE AND GROOVE HDW HARDWARE T05 TOP OF SLAB HDR HEADER TSL TOP OF STEEL HTG HEATING TOW TOP OF WALL HVAG HEATING/VENTILATINO/ AIR TB TOWEL BAR CONDITIONING TR TRANSOM HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE 5TEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL U6 UNDERGROUND INCL INCLUDED UL UNDERWRITERS LABRATORIE5 ID INSIDE DIAMETER UNO UNLE55 NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR VB VAPOR BARRIER IBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VER5ALAM INT INTERIOR VERT VERTICAL JT JOINT VGT VINYL COMP051TION TILE J5T JOIST V VOLTS JG JANITOR'S CLOSET WD WASHER / DRYER KIT KITCHEN WG WATER CLOSET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER MF WELDED WIRE FABRIC, LAV LAVATORY W WIDTH / WATTS / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW WITH NO WITHOUT WD WOOD WP WATERPROOF / WEATHERPROOF SEE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE $ INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, 5AT15FACTORY 4 CODE COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET 4 SCHEDULE AS WELL AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND /OR COMMENCEMENT OF WORK. 01. DO NOT 50ALE DRAWIN65. VERIFY DIMENSIONS, FIELD CONDITIONS 4 UTILITY LOCATIONS ON5ITE PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/ SUBCONTRACTS. 02. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EXISTING FIELD CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN ANY AFFECTED AREA OF WORK. 04. PLAN DIMENSIONS ARE TO FAGE -OF- FRAMING OR FACE -OF- CONCRETE UNLE55 NOTED OTHERWISE. GRO55- 5EGTION $ VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLE55 NOTED OTHERWISE. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR 4 CEILING CAVITIES FOR MISCELLANEOUS IN5TALLATION5 NECE55ARY FOR SUPPORT, BLOCKING OR MANUFACTURER/IN5TALLATION INSTRUCTION WHETHER 5HOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. Ob. 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 RE5PON51BILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 07. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES 4 OBTAINING ALL PERMITS 4 REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RELEVANT CODES GOVERNINO THI5 PROJECT. 0&. GENERAL CONTRACTOR $ SUBCONTRACTORS SHALL FIELD COORDINATE 4 OBTAIN APPROVAL FROM THE ARCHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. Oa. ALL NEW 4 REMODEL (WHETHER ENGINEERED OR DE516N- BUILD) ELECTRICAL, PLUMBING $ FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE 4 REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY 4 OTHER AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. 10. 5U55TITUTION5 OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL SUBMIT DETAILS (IF NEEDED), ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TO DETERMINE ACCEPTABILITY. II. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR 4 HI5 SUBCONTRACTORS, VENDORS $ WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 12. GENERAL CONTRACTOR $ ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / INTERIOR DESIGNERS, STRUCTURAL, ELECTRICAL, PLUMBING $ ANY /ALL OTHER SPECIALTY CON5ULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON THI5 PROJECT. IF THERE ARE ANY CONFLICTS OR OM155ION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RESOLVE THE ISSUE. 13. AS A PART OF PROJECT CL05E -OUT, THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL WRITTEN 4 GRAPHIC MATERIALS FOR ANY 4 ALL EQUIPMENT, APPLIANCES, HARDWARE & SYSTEMS INCLUDING WARRANTIES, INSTRUCTION MANUALS, INSTALLERS 4 MANUFACTURERS NAME 4 ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES 4 APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRAGTOR FURTHER WARRANT5 AOAIN5T FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL 4 CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUE5T5 FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARCHITECT +CONTRACTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND DISTRIBUTE UPDATES OF A L06 OF ALL RFI'S. THREE CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'5 ONCE WRITTEN RFI'5 ARE RECEIVED. 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ ARCHITECT +CONTRACTOR) TO OWNER/ARCHITECT AS PRESCRIBED HEREIN. CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROPOSED SUBMITTAL LOG WITH ALL DATES NOTED. ARCHITECT SHALL REVIEW $ REPLY TO EACH SUBMITTAL WITHIN 7 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON - CONFORMANCE, ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. ALTERNATELY IF ALL THE ITEMS SPECIFIED MATERIALS LISTED HEREIN ARE BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS LIST AND PURCHASE L15T DEMON5TRATIN6 THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF SUBMITTALS. I6. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED 4 PROTECTED TO A55URE A WEATHER- RE515TANT EXTERIOR ENVELOPE ASSEMBLY. EE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS THE FOLLOWING 15 A SUMMARY OF ITEMS SPECIFIED, REFER TO ATTACHED MANUFACTURERS SPECIFICATIONS AND MANUFACTURES LITERATURE FOR ADDITIONAL INFORMATION. ENSURE THAT WALL 5UB5TRATE 15 FLAT AND FREE OF DAMAGE AND FOREIGN DEBRIS BEFORE BUILDING WRAP 15 APPLIED. SECURE BUILDING WRAP WITH NON- GORRO51VE ROOFING NAILS OR 5TAPLF-5 SPACED APPROXIMATELY 8" ALONG THE TOP AND BOTTOM PLATES AND 24" APART IN THE FIELD OF THE ROLL. FASTENERS SHOULD BE OF SUFFICIENT LENGTH TO PENETRATE FRAMING OR FASTENING SUBSTRATE. ENSURE THAT FA5TENER5 ARE PROPERLY DRIVEN; OVER AND /OR UNDER- DRIVEN FASTENERS MAY CAUSE PULLING AROUND THE FASTENER AND DAMAGE TO THE BUILDING WRAP MATERIAL. JOINT TREATMENT: 5HEATHINO TAPE SHOULD BE APPLIED AT THE JOINTS OF BUILDING. FOR INTEGRATION WITH OPENIN65 AND FLASHING MATERIALS, BUILDING WRAP SHOULD CONFORM TO INDUSTRY STANDARDS INCLUDING A5TM E2112 -01 AND AAMA 711 -05. TYVEK 5HEATHINO TAPE LEN5URE THAT THE WALL SUBSTRATE 15 FLAT AND FREE OF DUST OR MOISTURE BEFORE TYVEK 5HEATHINO TAPE 15 APPLIED. TYVEK 5HEATHINO TAPE HAS EXCELLENT GOLD WEATHER ADHESION AND MAY BE APPLIED DOWN TO 101/8 F (121/8 G). APPLY TYVEK SHEATHING TAPE U51NO FIRM, UNIFORM PRESSURE. ;TYVEK 5HEATHINO MUST BE COVERED WITHIN 10 DAYS OF INITIAL APPLICATION. ORAGE VYGOR PLUS BUTYL SELF- ADHERED FLA5HIN6 HTTP: / /WWW.NA.O"C ECON5TRUCTION.COM ;APPLY IN FAIR WEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 4011/8F (411180) 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- 5HEDDIN6 LAPS. REFER TO TECHNICAL LETTER I, CHEMICAL COMPATIBILITY WITH OTHER BUILDING MATERIALS AND SEALANTS, FOR L15T OF COMPATIBLE WEATHER- RE515TIVE BARRIERS. GUT MEMBRANE TO LENGTH. PEEL BACK RELEASE LINER. ALIGN MEMBRANE AND PRE55 INTO PLACE. MECHANICALLY FASTEN MEMBRANE AT VERTICAL TERMINATIONS AS NECESSARY. PRE55 OR ROLL INTO PLACE WITH HAND ROLLER TO ACHIEVE BEST ADHESION. 51 D I NO AND TRIM FASTENERS NON - CORROSIVE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR 50REW5 SPECIALLY DE516NED FOR WOOD SIDING ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INCLUDE STRUCTURAL SHEATHING THICKNESS. MINIMUM 157/16" 055 OR 1/2" PLYWOOD. IF U51N6 50REW5, A MINIMUM OF 3/4" MUST PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL 51DINO OVER QUE5TIONABLE WALL CONSTRUCTION. PLACE THE FASTENER I" (NOMINAL) FROM THE TOP OF THE PANEL AND NO CLOSER THAN 318" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. STUCCO 3 GOAT CEMENTIOU5 STUCCO SYSTEM, 20 GAGE STUCCO NETTING 4 LATH, REINFORCED CEMENT BASE GOAT W/ CRACK 150LATION MESH PAINTED W12 GOATS OF ELA5TOMERIC PAINT. PROVIDE 'AMIGO' WEEP SCREED AT ALL STUCCO BA5E5 INCLUDING OVERHANGS. PROVIDE STUCCO CONTROL JOINTS AT A MINIMUM OF 144 50.FT. PROVIDE SUBMITTAL SHOWING CONTROL JOINTS FOR APPROVAL BY ARCHITECT. PAINT: PAINT PRIMER AND STAINS FOR 51DING, TRIM, 5OFFIT5 AND STUCCO SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXI5TIN6 FA501A 4 SOFFIT: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY SIDING: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY WINDOW5: PELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIG ELA5TOMERIC PAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HG-15, SAG HARBOR GRAY WINDOW $ DOOR TRIM: BENJAMIN MOOR HG -103 CROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'5 BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 CROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN DECKING: TREX ACCENTS, COLOR SHALL BE WINGHE5TER GRAY RAILING PANELS: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN GUARDRAIL GAP: BENJAMIN MOORE, AURA LINE, 1547, DRA6ON'5 BREATH STONE GAP: COLORADO BUFF STONE VENEER: TELLURIDE STONE, 5AOEBRU5H PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER TI.I TITLE SHEET A51 BUILDING LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO. I FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN AI.O BASEMENT LEVEL FLOOR PLAN A I. I FIRST LEVEL FLOOR PLAN A1.2 SECOND LEVEL FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A&.1 DECK $ GUARDRAIL DETAILS A6.2 DECK $ GUARDRAIL DETAILS A6.3 OUARDRA I L $ EXTERIOR WALL DETAILS A6.4 FLASHING $ WALL DETAILS A(b.5 WATERPROOF I NO � DECK DETAILS A7.1 WINDOW DETAILS A7.2 WINDOW $ DOOR DETAILS A73 UNIT -18 WINDOW $ DOOR ELEVATIONS A7.4 UNIT -I� WINDOW 4 DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAM I NO OWNER- POTATO PATCH CLUB HOME OWNERS ASSOCIATION C/O MCNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD N #300 VAIL, GO 81657 PHONE: 1- 10.471.6047 JEFF HANES, POTATO PATCH CLUB BOARD PRESIDENT OWNWRIS RED S NIT4T I V : OAG MANAGEMENT, INCORPORATE P.O. BOX 25aa EDWARDS, GO 81632 ERIK PETERSON, PRESIDENT ERI KPERTERSON @OACMI NC.COM PHONE: ci70.510.0165 MATT LENIS, COAP, AC PROJECT ENGINEER MATTLEN I S@ OAGM I NC.COM PHONE: 720.523.2441 VICTOR MARK DONALD50N ARCHITECTS P.O. BOX 5500 AVON, COLORADO 81620 PHONE: 170.a4a 5200 CHRIS JUEROENS, PRINCIPAL E -MAIL: GHRISJ @VMDA.GOM MARK DONALDSON, PRINCIPAL E -MAIL: MARKD @VMDA.COM MONROE $ NEWELL ENGINEERS, INC. P.O. BOX 15LI7 AVON, CO 81620 PHONE: 170.141.7768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE @MONROE- NENELL.COM ALPINE ENOINEERINO, INC P.O. BOX 17 EDWARDS, GO 81632 PHONE: 170.126.5575 GLENN PALMER E -MAIL: PALMER @ALPINECIVIL.COM BC$E 1520 NEST CANAL COURT, SUITE 240 L I TTLETON, GO 80120 PHONE: 503.550.1000 LINDA MGOONAN, PRINCIPAL E -MAIL: LINDA @BUILDING- G -E.COM RECEIVED By David Rhoades at 11:53 am, Mar 11, 2013 EXTERIOR REMODEL OF AN EXISTING TWO UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD 51DING, STUCCO REPLACEMENT, REMOVAL AND REPLACEMENT OF DECKING, DECK FRAMING, GUARDRAILS AND STEPS, WINDOW AND DOOR TRIMS AND RE- PAINTING OF EXTERIOR. U l�J ARCHITECTS 90 W BENCHMARK ROAD SUITE 201 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 Cn ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 It �f O 1311 TITLE V0 Lo 0-) = LU Q0 00 0 00 Q Q U) 0 of 00 Q 0 J 0 Z 0 0 Z w 0� 0 O Lf) Q 0) 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 It 3/8/2013 1: 1 1311 TITLE SHEET T1.1 UNIT 18 AND 19 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO >� By J Mondragon at 10:51 am, Mar 21, 2013 J So - -_ -� __ _� 42 1. 40 39 36 34 33 - -- _ 5 4.7 57.4 - - \ - _ r .63 64 _ 7S - 7s A a, \ 24 61.4 _ /, - _ - - r- / X, fi J a. e \ \ 68 73 1 <r� - \ 29 \ 31 19 Q _ \ ,\ 1 8 1 30 \ - -- 7 1 I 1 \ ;' u *2�1 '4� I D40' ;_ _ \ 1 JI 1 ou E \ i JI 1 • I 1 - _- 4* 1 O 3 7 q `�♦ J � � r 1 \t r �/ ...0 00 00 SCALE 0 2040 80 E3UILDING LOGATION PLAN v � xALE RE: BAR 6R,P« Approved by the Design Review Board TOWN OF VAI5"By Warren Campbell at 9:35 am, Mar 26, 2013 GODS REVIEW I. APPLICABLE CODES IX. 8311.1 MEANS OF EORE55. ALL DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS XII. 420.2 SEPARATION WALLS. WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, A. 2012 INTERNATIONAL RESIDENTIAL CODE AS PROVIDED IN THI5 SECTION. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND WALLS 5EPARATIN6 5LEEPING UNITS IN THE SAME BUILDING AND WALLS 5EPARATIN6 DWELLING B. 2012 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 12 UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL E6RE55 TRAVEL FROM ALL PORTIONS OF OR 5LEEPIN6 UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED EGRE55 DOOR WITHOUT SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. D. 2011 NEC, REQUIRING TRAVEL THROUGH A GARAGE. = E. ALL ADOPTED TOWN OF VAIL CODES A. R311.2 E6R -55 DOOR. AT LEAST ONE EORE55 DOOR SHALL BE PROVIDED FOR EACH All. TYPES OF CONSTRUCTION (IBC '12) DWELLING UNIT. THE EORE55 DOOR SHALL BE 51DE- HINGED AND SHALL PROVIDE A MINIMUM R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO II. USE / OCCUPANCY CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE 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 QO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL PRIMARY STRUCTURAL FRAME O -HOUR - -- Z �O NOT BE LE55 THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE EXTERIOR BEARING WALLS O -HOUR - -- III. BUILDING HEIGHTS AND AREAS BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM ^ Z A. BUILDING HEIGHT ('12 IBC TABLE 503) DIMENSIONS. EORE55 DOORS SHALL BE READILY OPENABLE FROM IN51DE THE DWELLING PER '12 IBC, TABLE 602, FIRE- RE5ITIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT. WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 15 GREATER THAN 10 FT. 40' -0" B. 83113 FLOORS AND LANDINC75 AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR B. BUILDING AREA ('12 IBC TABLE 503) FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE AV. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 A. 705.3 BUILDINGS ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO REQUIRED WALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, IV, APPLICABILITY ('12 IRC) HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERCENT). BUILDIN55 ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. A. R1021 EXI5TIN6 STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXISTING G. R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDIN65 OR FINISHED B. '1055 EXTERIOR WALLS SHALL BE FIRE - RESISTANCE RATED IN ACCORDANCE WITH ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, FLOORS AT THE REQUIRED EORE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN TABLES 601 AND 602 AND THI5 SECTION EXCEPT AS 15 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR 51DE G. '105.8.1 ALLOWABLE AREA OF OPENINGS. THE MAXIMUM AREA OF UNPROTECTED AND MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NECESSARY BY THE SHALL NOT BE MORE THAN 15/4 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE PROTECTED OPENINGS PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. NOT EXCEED THE PERCENTAGE5 SPECIFIED IN TABLE 705.8. PUBLIC. D. R311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE EXCEPTION 2. BUILDIN65 WH05E EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALL B. R102.7.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7 AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANGE TO ANY STRUCTURE SHALL CONFORM TO THE REQUIREMENTS FOR A NEW STRUCTURE WITHOUT 3/4 INCHES BELOW THE TOP OF THE THRESHOLD. RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH ALL OF THE REQUIREMENT5 OF THI5 CODE, E. R3113.3 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 LANDINGS. XV. '108 FIRE PARTITIONS - WALLS 5EPARATING DWELLING UNITS IN THE SAME BUILDING AS EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE F. R311.75 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIRED BY SECTION 420.2 BUILDING. REQUIREMENTS OF THI5 SECTION. FOR THE PURPOSES OF THIS SECTION ALL DIMENSIONS AND A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUG5 OR RUNNERS. OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, V. DEFINITIONS ('12 IRC 4 '12 IBC) 6. R3111.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES. THE RI5ER SLAB OR DECK ABOVE OR TO THE FIRE- RE5I5TANCE -RATED FLOOR/CEILING OR ROOF /CEILING AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE A55EMBLY ABOVE AND SHALL BE SECURELY ATTAGHED THERETO. IN COMBUSTIBLE EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE GREATEST R15ER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA MORE THAN 318 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE SHEATHING, DECK OR SLAB, THE SPACE BETWEEN THE CEILING AND THE SHEATHING, DECK OR IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR N051NO OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREE5 FROM THE SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5T0PPED IN ACCORDANCE WITH SECTIONS ABOVE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES 7182 AND 718.3 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 WALLS OR OTHER ENCL05ING DEVICES. TOTAL RI5E OF 30 INCHES OR LE55. H. 8311.15.2 TREADS. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY MODIFIED IRG SECTIONS DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT CHAPTERS 1 -3 OKAY DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY CHAPTERS 4 -7 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC PURPOSES. FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. CHAPTER 8 SECTIONS 8802 THRU 8804 ARE TO BE DELETED IN THEIR ENTIRETY I. R311.7.6 LANDINGS FOR 5TAIRWAY5. THERE SHALL BE A FLOOR OR LANDING AT THE CHAPTER I DELETED IN ITS ENTIRETY AND REPLACED BY THE IBC DWELLING UNIT. A 51N6LE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION CHAPTER II -43 DELETED IN THEIR ENTIRETY AND REPLACED WITH THE IPG, IMC, ENERGY AND NEC FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVISIONS FOR LIVING, 5LEEPING, EATING, OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF 5HAPF-5 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 5TAIRWAY HAS A 5TRAOHT 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. R311.7.6 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC WAY; OR EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE R15ER5. 3. TO AN I MAO I NARY LINE BETWEEN TWO BUILDINGS ON THE PROPERTY. THE D I STANCE SHALL BE MEASURED AT RIGHT ANGLE5 FROM THE FACE OF THE WALL. X. R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE A. 8312.1.1 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -51DED WALKING ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, 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 50REENING 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 6UARD5 AT OPEN -51DED WALKING SURFACES, INCLUDING VI. GLAZING ('12 IRC) STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES HIGH A. R308.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 308.1.1 EACH PANE OF MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R30&4 SHALL BE OR THE LINE CONNECTING THE LEADING ED 6E5 OF THE TREADS. PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, G. R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM DESIGNATING THE TYPE OF 6LA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA55AGE OF A SPHERE COMPLIES, WHICH 15 V151BLE 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 5WIN6ING, 5LIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. ACCORDANCE WITH SECTIONS R3122.1 AND R312.22. 0, 8308.42 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 GL05ED THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 60 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A D. R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE 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 F I FINISHED FLOOR. LOCATION: EXCEPTIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET. I. WINDOW5 WH05E OPENINGS WILL NOT ALLOW A 4- INGH - DIAMETER SPHERE TO PA55 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES ABOVE THE FLOOR; THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPENED POSITION. 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY WITH A5TM F 20x0. AND IN A STRAIGHT LINE, OF THE GLAZING. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. VII. R30q.4 AUTOMATIC 6ARAOE DOOR OPENERS ('12 IRG). AUTOMATIC GARAGE DOOR F. 8312.22 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVIGES OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. SHALL COMPLY WITH A5TM F 20x0. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE VIII. R310 EMERGENCY E50APE AND RE50UE REQUIRED ('12 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 5LEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE 5LEEPIN6 ROOMS, XI. R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY. EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH 5LEEPIN6 ROOM. A. R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD BASED PRODUCTS WHERE EMERGENCY ESCAPE AND RESCUE OPENING5 ARE PROVIDED THEY SHALL HAVE A SILL FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE- TREATED IN ACCORDANCE WITH AWPA UI A. R31011 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS FOR THE 5PECIE5, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. SECTION 4 OF AWPA UI. B. R310.1.2 MINIMUM OPENING HEIGHT, THE MINIMUM NET CLEAR OPENING SHALL BE 24 I. WOOD J015T5 OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN OL05ER THAN 18 INCHES. INCHES OR WOOD 6IRDER5 WHEN CLOSER THAN 12 INCHES TO THE EXP05ED GROUND IN CRAWL G. R310.13 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE SPACES OR UNEXGAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING 20 INCHES. FOUNDATION. D. R310.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RE50UE OPENINGS 2• ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, FOUNDATION WALLS AND ARE LE55 THAN 8 INCHES FROM THE F-XF05ED GROUND. TOOLS OR SPECIAL KNOWLEDGE. 3. SILLS AND SLEEPERS ON A CONCRETE OR MA50NRY SLAB THAT IS IN DIRECT CONTACT E. R3102 WINDOW WELLS. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. BE I SQUARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE 4. THE ENDS OF WOOD 6IRDER5 ENTERING EXTERIOR MA50NRY OR CONCRETE WALLS AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOP5, SIDES AND ENDS. BE FULLY OPENED. 5. WOOD 51DING, 5HEATHIN6 AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R3102.1 SHALL BE PERMITTED A CLEARANCE OF LE55 THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED TO ENCROACH A MAXIMUM OF 6 INCHES INTO REQUIRED DIMENSIONS OF THE WINDOW WELL. VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO 5LA55 AND 51MILAR HORIZONTAL F. R3102.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN SURFACES F-XF05ED TO THE WEATHER. 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE- PERMEABLE FLOORS OR ROOFS THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THI5 SECTION THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS UNLE55 SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7 AND R311.8. LADDERS OR RUN65 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 INCHES B. R317.12 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXP05ED TO THE FOR THE FULL HEIGHT OF THE WINDOW WELL. WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE 6. R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS GRILLE5, COVERS, 5GREEN5 OR APPROVED PRE55URE- PRE5ERVATIVE- TREATED WOOD SUITABLE FOR GROUND CONTACT USE, 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY E50APE AND RESCUE EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH OPENIN65, PROVIDED CONTINUOUSLY SUBMERGED IN FRESH WATER. THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTIONS R310.1.1 TO R310.13 AND SUCH G. R317.1.4 WOOD COLUMNS. WOOD COLUMNS 5HALL BE APPROVED WOOD OF NATURAL DEVICES SHALL BE RELEA5ABLE OR REMOVABLE FROM THE IN51DE WITHOUT THE USE OF A KEY, DECAY RESISTANCE OR APPROVED PRESSURE - PRESERVATIVE TREATED WOOD. TOOL, SPECIAL KNOWLEDGE OR FORGE GREATER THAN THAT WHICH 15 REQUIRED FOR NORMAL D. 83173 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND OPERATION OF THE ESCAPE AND RESCUE OPENING. FIRE- RETARDANT - TREATED WOOD. FASTENERS, INGLUDING NUTS AND WA5HER5, AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD AND FIRE - RETARDANT - TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZING - COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. E. R317.3.1 FASTENERS FOR PRE5ERVATIVE- TREATED WOOD. FA5TENER5, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE- TREATED WOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, 5TAINLE55 STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE A135CENGE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF A5TM A 653 TYPE GI85 ZING - COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. M ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 V! CIR �.T D f � (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 BUILDING LOCATION PLAN 1 AS1 UNIT 18 AND 19 V0LO (3) = w 00 T_ ovoo z Q Qin U) 00 � 0 6w Z �O J Z O Q ^ Z w O L0 Q O (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 BUILDING LOCATION PLAN 1 AS1 UNIT 18 AND 19 OA z X42.2 O 0 0 O O O O O O 78 O 2.2 0 I I I ==Md Lu Lu Lu Lu n \\J� Architects All Rights 10 II I — I A O OI �IY llu �IO zl � O 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, $THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; 5EE DETAIL I OR 2 SHEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN IN5TALLED. REFER TO SHEET'S A2.I $ A2.2 FOR LOCATION. D REMOVE EX15TINO OUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR H/ HOOD CLADDING, AND OPERATOR REMOVE EX15TINO STUCCO 5Y5TEM ON OUTER FACE OF GARDEN HALL ONLY, A5 5HOHN DEYOL T ON NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A 50HEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY GONTRAGTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL O15 REGEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REOUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 3306 O$ TABLE 3306.1. 3. MAINTAIN EX15TINO MEANS OF EORE55 AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REOUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE DISCONNECTED O AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REOUIREMENT5 OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATINGS $ FLOOR /CEILING ASSEMBLIES TO THEIR FULL 2 INTEGRITY - ADVISE OWNER OF ANY CONGEALED A2 I BREACHES DISCOVERED IN THE PROGE55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC, AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW OCONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. 1. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY4 CONSTRUCTION COMPONENTS O FOR REUSE, AS NOTED IN THESE DOCUMENTS. O 0 0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO WU OF VA I L I. By J Mondragon at 10:51 am, Mar 21, 2013 BASEMENT LEVEL DEMO PLAN 50ALE: 1/ 4" = I' - O" M- ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 c �.T D f � (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved • 1 1 Vow 1: 1 1311 BASEMENT LEVEL Z 10� w co °O ov0n UNIT 18 AND 19 Q ~U) Q0O � 00 Z-j � o Z 0 � ^ Z Lu ry O Lo Q M O (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved • 1 1 3/8/2013 1: 1 1311 BASEMENT LEVEL DEMO PLAN 1 A0.0 UNIT 18 AND 19 OA 2 V-1 (D- 0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO WU OF VA I rL, By J Mondragon at 10:51 am, Mar 21, 2013 O O O O O O 8 O �O D i UNT =� ANT =� O O O O O O (D8 )O O DEMOLITION KEY - PLAN REMOVE EXI5TIN0 DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 HINDOH5; REMOVE DOOR FRAME $THRESHOLD) REMOVE EX15TINO DOOR, DOOR FRAME, $THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLA5HINO; 5EE DETAIL I OR 2 5HEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN IN5TALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING OUARDRAIL5, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: STRUCT. FOR ELEMENT5 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 5HOHN DEYOL T ON NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. OI. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEANS OF EGRE55 AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER O PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENT5 OF UTILITY ODISTRICTS AND ALL PERTINENT CODES. D 3. PROTECT ALL 5URROUNDIN5 HALL SEPARATION RATIN05 $ FLOOR/CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. O 6. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR 015RUPT ADJACENT OPERATIONS. E) O O 0 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW CONSTRUCTION. &. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. a. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY4 CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. F I RST LEVEL DEMO PLAN 50ALE: I / 4" = I' - O" V M- ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 � N (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved 0 1 Vow 1: 1 1311 FIRST LEVEL 0� u co 00 ovoo AO. 1 UNIT 18 AND 19 :1 Q Q U) 0 ry 00 0 Z � 0 J o zoo �- wz ry 0 QLoQ �- M 0 (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 FIRST LEVEL DEMO PLAN 1 AO. 1 UNIT 18 AND 19 :1 OA 2 .42.2 O 0 0 n0 qv Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO WU OF VA I L By J Mondragon at 10:51 am, Mar 21, 2013 (:: � a O io 0 UNT= r158ha ON I T= I � �8 O 0 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 4 WINDOWS; REMOVE DOOR FRAME 4THRE5HOLD) REMOVE EX15TINO DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLA5HIN6; SEE DETAIL I OR 2 5HEET A1.2. - RE5ET EXI5TING DOOR OR WINDOW ONCE NEW FLA5HIN6 HA5 BEEN INSTALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EX15TINO GUARDRAILS, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. — — — — — — REMOVE EXI5TING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR W/ WOOD CLADDING, AND OPERATOR — — — — — — REMOVE EXI5TING STUCCO 5Y5TEM ON OUTER FACE OF GARDEN WALL — — — — — — ONLY, A5 5HOWN DEMOLITION NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH 5TANDARD OF CARE AND IN5URANGE5 IN PLACE. OI. A 50HEOULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL 5HALL BE 5UBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 REGEIYED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG 5EGTION 3306 $ TABLE 3306.1. 3. MAINTAIN EXISTING MEAN5 OF EGRESS A5 REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQU I RED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL 5ERVICE UTILITY, FIRE O PROTECTION $ ANY POWER 5HALL BE P15CONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. O5. PROTECT ALL SURROUNDING WALL SEPARATION RATIN65 $ FLOOR /CEILING A55EMBLIE5 TO THEIR FULL INTEGRITY - ADV15E OWNER OF ANY CONGEALED BREACHES D15GOVERED IN THE PROCE55 OF DEMOLITION 50 A5 TO ACCOMMODATE GO5T5 THEREFORE. 6. PROTECT ALL MECHANICAL DUGT5 (RETURN 4 5UPPLY- O TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIAL5 THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR P15RUPT ADJACENT OPERATIONS. 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC, AREA5 FREE OF ALL DUST, DEBRI5, $ 2 MATERIALS FOR THE DURATION OF DEMOLTION $ NEW .42.1 GON5TRUGTI ON. 8. PROPER TRASH REMOVAL 5HALL BE COORDINATED WITH PROPERTY MANAGER. 0 O 0 �. MANAGE SALVAGE OF ALL MATERIAL5 MATERIALS FROM BUILDING INVENTORY$ GON5TRUGTION GOMPONENT5 FOR REU5E, A5 NOTED IN THE5E DOCUMENTS. a W0000 IL I W , A M I IN NO War 5GALE: 1/ 4" = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 CIR ., Cn (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved .=J 0 1 V0LO 1: 1 1311 SECOND Z w °O ov00 A0.2 UNIT 18 AND 19 Q Qin U) ry 00 0 Z � J o zoo �- wz ry O QC:)Q 0 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 SECOND LEVEL DEMO PLAN 1 A0.2 UNIT 18 AND 19 OA O _NEHHALL ADDITION 0 m M+IG.G E) O 0 m ONEW WALL ADDITION 0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:51 am, Mar 21, 2013 O O O O O O 7 8 O �° 0 2 2 1-11 -1 n \ /1-R Ir-'K T n 1- /C,I I I PI ATr- IC, 2 u v iu 0 O to z J EXTERIOR COLORS I$ V� 1p_ � MATERIALS LEOEND Architects All Rights NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED • 1 CEMENT BA5E GOAT W/ CRACK 150LATION ME5H PAINTED W/ 2 u v iu 0 O to z J GARDEN WALL STONE VENEER: REMOVE EXISTING 5TU600 ON O I I BOTH 51DF-5 OF GARDEN WALL AND INSTALL NEW 5TUGC0 6Y5TEM WITH NEW STONE GAP. STONE VENEER A5 ALTERNATE. SEE DETAIL5 5,6,7,AND 4 ON 5HEET A6.4. ENTRY PATIO I$ GARDEN PAVER5: EXISTING PAVER SYSTEM 2 4Z.I O 0 5ASE��IIIIIIIIIIIII�ENT LEVEL FLOOR PLAN WALL ITION I2 5HALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH � SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPEGIFIGATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. ARCHITECTS 90 W BENCHMARK ROAD SUITE 201 BOX 5300 AVON, CO 81620 50ALE: I / 4" = I' - O" 910,949.5200 vmda @vmda.com FAX 949.5205 �.T D f � /011�'4�' EXTERIOR COLORS I$ Victor Mark Donaldson MATERIALS LEOEND Architects All Rights NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED • 1 CEMENT BA5E GOAT W/ CRACK 150LATION ME5H PAINTED W/ 11 Vow 2 GOAT5 OF ELA5TOMERIG PAINT, CONTRACTOR SHALL 1311 BASEMENT LEVEL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO O2 1 TEXTURE AND COLOR. 5EE DETAIL 14, 5HEET All NEW WOOD SIDING: 1x8 R.S. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, A5 5HOWN ON DETAIL 14, 00 A6.3 z� � 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: 5EE EXTERIOR TRIM DETAIL5 ON 5HEET A6.3 AND A7.1 AT WINDOWS 4 DOORS. Q�Q ONO 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE WORK. NEW DECK/BALCONY 4 GUARDRAILS: 5HALL BE ROUGH SAWN 0 CEDAR, STAINED. 5EE DETAIL5 ON 5HEET A6.1. NEW DECKING 5HALL BE "TREX ACCENTS" WINCHE5TER GRAY, BLIND NAILED. EXISTING WOOD SOFFIT $ FASCIA AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RE5ET. 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ix6 R.S. O CEDAR CLADDING, AND OPERATOR. O NEW BUILDING 5OFFIT5 UNDER LIVING AREA: 5HALL BE NEW STUCCO, 5EE NOTE #I, PROVIDE WEEP 50REED. GUTTERS $ DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENT5 COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. GARDEN WALL STONE VENEER: REMOVE EXISTING 5TU600 ON O I I BOTH 51DF-5 OF GARDEN WALL AND INSTALL NEW 5TUGC0 6Y5TEM WITH NEW STONE GAP. STONE VENEER A5 ALTERNATE. SEE DETAIL5 5,6,7,AND 4 ON 5HEET A6.4. ENTRY PATIO I$ GARDEN PAVER5: EXISTING PAVER SYSTEM 2 4Z.I O 0 5ASE��IIIIIIIIIIIII�ENT LEVEL FLOOR PLAN WALL ITION I2 5HALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH � SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPEGIFIGATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. ARCHITECTS 90 W BENCHMARK ROAD SUITE 201 BOX 5300 AVON, CO 81620 50ALE: I / 4" = I' - O" 910,949.5200 vmda @vmda.com FAX 949.5205 �.T D f � /011�'4�' (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved • 1 11 Vow 1: 1 1311 BASEMENT LEVEL FLOOR PLAN 1 ovoo UNIT 18 AND 19 00 00 � z� � o zoo wz Q�Q 0 (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved • 1 11 3/8/2013 1: 1 1311 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 18 AND 19 OA O (H) SIM. (D 0 smoke and carbon monoxide detectors as required Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA I rL BY J Mondragon at 10:51 am, Mar 21, 2013 EXTERIOR GOLORS $ MATERIALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT H/ CRACK ISOLATION MESH PAINTED W/ 2 GOATS OF ELASTOMERIG PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.3. 2 NEW HOOD SIDING: 1x8 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, AS 5HOHN ON DETAIL 14, A6.3 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A63 AND A7.1 AT WINDOWS $ DOORS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY 4 6UARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DEGKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP 5GREED. GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. SEE DETAILS 5,6,1,AND 1 ON SHEET A6.4. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 c V° N °A�. ° TREX DEG< REGU I REMENTS: (E)COPYRIGHT Victor Mark Donaldson TREX ACCENTS 2 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. Architects All Rights Reserved INSTALL ALL TREX DECK IN ACCORDANCE HITH TREX 2001 INSTALLATION GUIDE 11 3/8/2013 1: 1 1311 FIRST LEVEL FLOOR PLAN 1 COLOR TO BE WINCHESTER GRAY, GRAIN 51DE TO BE INSTALLED FACING UP. iN5TALL UNIT 18 AND 19 mj WITH BLIND FA5TNER. 0 TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. JOINTS: REFERENCE Q 0 ~ LO PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. CONTROL r BE G NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 2'7 .j5 �T STRUCTURAL TIED AT EACH SIDE. w 00 7.11.4 CONTROL JOINTS -GENE PREFABRICATED MEMBER OF GRAD I NG NOTES: Z 0 FLEXIBLE BARRIER MEMBR* Q m 0 r) NOT LF-55 THAN 1/5 IN. OR AS z P Q THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARIIWAt . T,EC5lizONFORMANGE I ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR Fft4J QlfR4.1J WJNr05ONT Q U 2 0 PURP05E 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TOVi#L4ATtq)q�TE AREAS 0�5.A�NAYJ�JONTA1 EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY U#k� Q 0 OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: 7,11.4.2 THE DISTANCE BETWEE (� • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME ti' O Q Qi 60TH RATIO O z � O EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12giI F5AMIN6 OR FURRIN( `CONTROL JOINT 5HA w z 0 RE- GRADING NO MORE THAN 10' TO 15q�b FROM UNIT FOO RIOR WALL. O� • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL 5HO�ULIb4'1iTt�TION H 0 Q AT a5% TO 10% DENSITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4 i6 � TO bq /ib BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; O • THI5 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HING5 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME bglib TO 12116 IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER A05 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 SLOPING' GRADE AREA. GUTTERS, DOWNSPOUTS $ HEAT TAPE Ioraffl� THE FOLLOWING NOTES SHALL BE CONSIDERED 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, DOWNSPOUTS AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 8 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM 6UTTER5 WITH DOUBLE COVERAGE IN GUTTERS AND DOWN5POUT5; • 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 F I RST LEVEL FLOOR FLAN 50ALE: 1/ 4" = I' - O" (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved 1 11 3/8/2013 1: 1 1311 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 18 AND 19 mj 2 V-1 O 1 2.2 (D- O Reviewed for Code Compliance 0 ' Code: 2012 International Residential Code (IRC) TOWN OF VAI t BY J Mondragon at 10:51 am, Mar 21, 2013 io UN T ='19 UNIT= � O 0(a ) 0 ° rAhl ORA 0 (D vp (D O 0 O O O O O O O O O EXTERIOR GOLO S $ N4ATE I ALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT VA/ CRACK ISOLATION MESH PAINTED H/ 2 GOATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. SEE DETAIL 14, SHEET Ab.3. NEW WOOD SIDING: Ixa R.S. CHANNEL LAP CEDAR 5101NO OVER NEW 2x2 VERTICAL FURRING, AS SHOWN ON DETAIL 14, Ab.3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET Ab.3 AND A7.1 AT WINDOWS $ DOORS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK /BALCONY I GUARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. SEE DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ix(b R.5. CEDAR CLADDING, AND OPERATOR. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP 5GREED. GUTTERS $ DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. SEE DETAILS 50,1,AND a ON SHEET Ab.4. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 12 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER44A5H $ SEAL WITH THO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. SEGOND LEVEL FLOOR PLAN SCALE: 1/ 4" = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 c V° �.T D f � A (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved • 1 1 Vow 1: 1 1311 �= LEVEL 0�co w00 PLAN ovoo A1.2 UNIT 18 AND 19 Q ~U) ry 0Qo0 z-j � o zoo �- wz 0 QLo Q �.- M 0 (E)COPYRIGHT Victor Mark Donaldson n \\J� Architects All Rights Reserved • 1 1 3/8/2013 1: 1 1311 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 18 AND 19 i i W Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TnuiAi n �,A,, By J Mondraaon at 10:50 am. Mar 21. 2013 SECON OL FIRST 8243.E at N a254 8234.E FRONT ELEVATION 50ALE: 1/ 4" = I' - O" RIGHT ELEVATION. 50ALE: 1/ 4" = I' - O" LEVEL 2' LEVEL 2' =NT LEVEL 7' EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT W CRACK 150LATION MESH PAINTED W/ 2 GOATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. SEE DETAIL 14, SHEET A63. 2 NEW WOOD 51DINO: 1x8 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, AS SHOWN ON DETAIL 14, A6.3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A63 AND A1.1 AT WINDOWS $ DOORS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE $ NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" HINCHE5TER GRAY, BLIND NAILED 'EL EXISTING HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 HITH NEW PAINT. -7 WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ix6 R.5. CEDAR CLADDING, AND OPERATOR. NEW BUILDING 5OFFIT5 UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP SCREED. OUTTER5 $ DOWNSPOUTS: REMOVE EXISTING 00HN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. SEE DETAILS 5,6,1,AND q ON SHEET A6.4. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM EVEL 12 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA5H $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 1.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA5INO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVE5, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR HALL. 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TRIM TO REMAIN EXISTING 2x FA5 TO REMAIN EXISTING SOFFIT VENT TO REMAIN NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYHOC EXISTING PLYHO( NEW 1 1/2" EXTRUC INSULATION; TAPE NEW Ix5 CEDAR 1 TYVEK HOUSE , I EAVE DETAIL @ SIDING 50ALE: 1 1/2" = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 c V° 'Fa N (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved • 1 11 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.1 UNIT 18 AND 19 m 0 Vow On) = w co 00 ovoo z Q Q U) 00 < 00 0 Z J Z O Q ^ Z �ry w 0 Lo Q M O (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved • 1 11 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.1 UNIT 18 AND 19 r1�miir41W4 mum s Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOXIN OF VAIL L BY J Mondragon at 10:50 am, Mar 21, 2013 Approved by the Design Review Board Tn wAf n ir ofA 11 1 By Warren Campbell at 9:35 am. Mar 26. 2013 REAR ELEVATION 50ALE: 1/ 4" = I' — O" LEFT ELEVATION 50ALE: 1/ 4" = I' - O" 5EGOND LEVEL 8243.51' LINE OF EXISTING GARDEN WALL _ EIR5T LEVEL 8234.86' 'EL EXTERIOR GOLORS $ MATERIALS LE5END NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE COAT W CRACK 150LATION MESH PAINTED W/ 2 COATS OF ELASTOMERIC PAINT, CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. SEE DETAIL 14, SHEET A6.3. 2 NEW HOOD SIDING: Ix5 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, AS 5HOHN ON DETAIL 14, A6.3 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: 5EE EXTERIOR TRIM DETAILS ON SHEET A63 AND A7.1 AT HINDOH5 & DOORS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ 6UARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. 5EE DETAILS ON SHEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" HINCHE5TER GRAY, BLIND NAILED EXISTING HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH 1x(b R.5. CEDAR CLADDING, AND OPERATOR. NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE HEEP SCREED. GUTTERS $ DOHN5POUT5: REMOVE EX15TINO DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FIN15HE5. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH 51DF-5 OF GARDEN HALL AND INSTALL NEH STUCCO SYSTEM WITH NEW STONE CAP. STONE VENEER AS ALTERNATE. SEE DETAILS 5,6,7,AND a ON SHEET A6.4. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECESSARY, POWER -WASH $ SEAL WITH TWO COATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM C 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASINO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION 5PA6ING SHALL BE NOT LF-55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPAN510N AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FTz AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TR TO REMAIN EX15TINO 2x F TO REMAIN EXISTING 5OFI: VENT TO REMf NEW 2x10 CED FREEZE BOAR NEW 1/2" PLYI, CASING BEAD IEXISTING PLYb NEW 1 1/2" EXT INSULATION; TF NEW STUCCO °_ TYVEK, HOUSE ...n EAVE DETAIL @ STUGGO 50ALE: 1 1/2" = I' — O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 Ve �.T D A?k (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved • 1 11 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.2 UNIT 18 AND 19 m 0 Vow u co 00 ov00 z Q Q U) 00 < 00 z_j z O Q ^ Z �ry w 0 Lo Q M O (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved • 1 11 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.2 UNIT 18 AND 19 Ix8 R5 T46 CEDAR HORIZONTAL 51DINO NEW DECK FRAMING, 5EE STRUCTURAL m NEW BLOCKING, 5EE STRUCTURAL NEW P.T. 51LL EXISTING 8" � GONG. WALL DEG< $ GUARDRAIL — 50ALE: 1/ 2" = I' - O" 3x8 SMOOTH CEDAR TOP RAIL w/ EA5ED TOP EDGES (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD Ix8 R5 T46 CEDAR HORIZONTAL 5101NO 1/2" COX PLYWOOD 6x6 R5 CEDAR P05T5 ® 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD, BOTH 51DE5 NEW DECKING THRU -BOLTS W/ WASHERS, SEE STRUCTURAL 1 1/2" CHAMFER NEW CONT. 2x12 R.S. OF-VAR FA50IA/TRIM BETWEEN 6x6 P05T5 NEW STUCCO SYSTEM NO FOAM GUARDRAIL SEIGTION 50ALE: I" = 1'- O" GUARDRAIL ELEVATION 50ALE: 1/ 2" = I' - O" Ix8 R5 T$G CEDAR HORIZONTAL 51DIN6 M M DECK FRAMING, J o 5EE STRUCTURAL 0 MW 11 pj� � 50ALE: I" = 1'- O" 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGES (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH 51DE5 — Ix8 R5 T46 CEDAR HORIZONTAL 51DINO —1/2" COX PLYWOOD 6x6 R5 CEDAR P05T5 6' -0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 - NEW DECKING THRU -BOLTS W/ WA5HER5, SEE STRUCTURAL —1 1/2" CHAMFER 2x12 R5 CEDAR FASCIA TRIM BETWEEN 6x6 P05T5 6x6 P05T LOCATION, 5EE 5TRUCTURAL PLAN5 DECK t 5EE STiw1-1 1 VIVIL. 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) ?x(b R5 CEDAR TOP :HORD, BOTH 51DE5 K5 R5 T46 CEDAR 1ORI ZONTAL TIDING 12" COX PLYWOOD )xb R5 OF-DAR P05T5 0 6-0" OG +/- ?x4 R5 GEDAR BOTTOM 'HORD BOTH SIDES DECKING BOLTS W/ WA5HER5, iTRUCTURAL 12" CHAMFER ___..R FA50IA TRIM BETWEEN 6x6 P05T5 GUARDRAIL SEIGTION 50ALE: I" = 1'- O" Reviewed for Code Compliance K ' Code: 2012 International Residential Code (IRC) TOWN O F VA I L By J Mondragon at 10:50 am, Mar 21, 2013 6X6 R5 CEDAR P05T RIPPED TO 51ZE AND BOLTED TO THE BUILDING CORNER, A5 SHOWN NEW 2X CORNER TRIM NEW WOOD 51DINO--\ PxlrT 1/2" DIA. x 10" LONG LAO BOLT W/ WASHER 3 1/2" PIA. CARRIAGE BOLT, A63 EQUAL 5PAGING; 2' -0" O.G. MAX. __ 2X4 R.5. OF-DAR TOP OR BOTTOM CHORD EA. SIDE %---- - - - - -` ........ Ix5 R5 T46 CEDAR HORIZONTAL 51DINO EA. SIDE 1/2" COX PLYWOOD 1/2" NUT W/ WASHER COUNTER5UNK 3/8 ", EQUAL 5PAGING; 2' -0" O.G. MAX. IFOST TO NALL. 5 5 50ALE: 11/2" = 1'- 0" EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EX. FLOOR FRAMING_ RE: 5TRUCTURAL EXISTING G.W.B. CEILING' EX15TINO CONCRETE FOUNDATION EXISTING FOAM TO REMAIN, PATCH A5- REQUIRED 4 TAPE JOI NT5, FASTEN NEW GALVANIZED 5HEET METAL FLA5HING TO 6" BELOW GRADE 26 GAUGE — GALVANIZED PLASHING NEW TYVEK HOUSE WRAP NEW 5TUCC0 5Y5TEM 26 GAUGE GALVANIZED METAL WEEP 50REF-D -26 GAUGE GALVANIZED FLA5HING -NEW CONT. 2x4 R.S. CEDAR TRIM DECKING — EX15TINO RIM JOIST TO REMAIN —NEW RIM JOIST 5EE 5TRUCTURAL NEW DECK FRAMING SEE STRUCTURAL i:]`101CPA212 d 1 1/2" EXTRUDED FOAM IN5ULATION, TAPE ALL JOINTS I 2" SHOT -PIN5 w/ 2" WASHERS -- r @ 24" OG n DEG< TO WALL `vJx� 11/2..1. -0. V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX qAQ ;9n.; NEW DOOR NEW DOOR FRAME NEW DOOR TRIM AND INTERIOR TRIM 0 V0LO NEW DOOR THRESHOLD (3) = w oo INSTALL NEW THRE5HOLD OVER NEW voo Q ~U) VYCOR SILL PAN (DETAIL I/A7.2) NEW 1" AWWF PLYD 0Qo0 06 —j J THOROUGHLY CAULK NEW THRE5HOLD IN "xl" 0 r ^ WR GRACE LIQUID MEMBRANE I MIN. SILL PLATE BELOW Q °Q NEW THRESHOLD O 100' -O" EXISTING FIN. FLOOR qq' -10 12" TOP OF NEW DECKING W DECKING NEW 26 GA GALVANIZED FLA5HING I EX. FLOOR EXISTING RIM FRAMING, 5EE A7.2 J015T TO REMAIN 5TRUCTURAL NEW RIM J015T 5EE STRUCTURAL NEW DECK FRAMING BITUTHENE O/ TYVEK HOU5EWRAP; 5EE DETAIL I/A7.1 EX15TINO G.W.B. CEILING 1 1/2" EXTRUDED FOAM EXISTING CONCRETE FOUNDATION I i IN5ULATION, TAPE ALL JOINTS EXISTING G.W.B. WALL =� 2" 5HOT -PIN5 w/ 2" WASHERS EX15TINO FOAM TO REMAIN, IS 24" Or, A5 REQUIRED 4 TAPE JOINTS, FASTEN NEW GALVANIZED 5HEET METAL FLA5HING TO 6" BELOW GRADE F4 EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EX. FLOOR FRAMING_ RE: 5TRUCTURAL EXISTING G.W.B. CEILING' EX15TINO CONCRETE FOUNDATION EXISTING FOAM TO REMAIN, PATCH A5- REQUIRED 4 TAPE JOI NT5, FASTEN NEW GALVANIZED 5HEET METAL FLA5HING TO 6" BELOW GRADE 26 GAUGE — GALVANIZED PLASHING NEW TYVEK HOUSE WRAP NEW 5TUCC0 5Y5TEM 26 GAUGE GALVANIZED METAL WEEP 50REF-D -26 GAUGE GALVANIZED FLA5HING -NEW CONT. 2x4 R.S. CEDAR TRIM DECKING — EX15TINO RIM JOIST TO REMAIN —NEW RIM JOIST 5EE 5TRUCTURAL NEW DECK FRAMING SEE STRUCTURAL i:]`101CPA212 d 1 1/2" EXTRUDED FOAM IN5ULATION, TAPE ALL JOINTS I 2" SHOT -PIN5 w/ 2" WASHERS -- r @ 24" OG n DEG< TO WALL `vJx� 11/2..1. -0. V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX qAQ ;9n.; (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 DECK & GUARDRAIL DETAILS 1 A6.1 UNIT 18 AND 19 0 V0LO (3) = w oo C) voo Q ~U) � 0Qo0 06 —j J z 0 r ^ wZ 0� O Q °Q O (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 DECK & GUARDRAIL DETAILS 1 A6.1 UNIT 18 AND 19 GUARDRAIL ELEVATION 50ALE: I / 2" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAjL -' By J Mondragon at 10:50 am, Mar 21, 2013 I I I I NEW STUCCO 5Y5TEM I I I I I I I I I I I I I I I I I I I I NEW 2" PLYWOOD 5HEATHIN6 I I I I I I NEW 2x10 HALL FRAMING ;- - - -1 -- L____ I I I I I I I I I I I I I NEW 2 LAYERS OF TYVEK HOU5EHRAP NEW �" PLYWOOD SHEATHING 26 GAUGE GALVA METAL HEEP SGR 26 GAUGE GALV? PLASHING H/ DRIP NEH 2x8 R5 CEDE TRIM 26 GAUGE GALVANIZED METAL KEEP 5GREED 26 GAUGE GALVANIZED PLASHING WITH DRIP NEW 2x4 R.S. CEDAR TRIM ad CORROSION- RESISTANT BOLTS OR LAO 50REH5 ANGLED CASINO BEAD NEW 2x10 TREATED HALL FRAMING TREATED 2x10 BOTTOM PLATE RE: STRUCTURAL SEG THRU GORNER PEDESTAL 50ALE: 1 1/2" = I' - O" _ I I � I I m I I I I I I I I I I I I I � I I NEW 2 LAYERS OF TYVEK W.R.B., EACH SIDE I I I I 26 GAUGE GALVANIZED I I METAL HEEP 50REED I I 26 GAUGE GALVANIZED I I FLASHING WITH DRIP I I NEW 2x4 R.5. CEDAR TRIM DECK FRAMING) RE: STRUCTURAL ANGLED CA51 NG BED NEW STUCCO SYSTEM EXISTING 8" GONG. HALL NEW STUCCO 5Y5TEM CASING GUT BACK DECKING AT CORNER COL'S TO ALLOW GAP FOR DRAINAGE NEW 2X TREATED I I I I I I ° - z // �/may/ = z NEW STUCCO 5Y5TEM NEW �" PLYWOOD SHEATHING NEW 2x10 TREATED HALL FRAMING 2X PRE55URE TREATED PLATE RE: STRUCTURAL CONCRETE ANCHOR (TYP) RE: STRUCTURAL NEW 2 LAYERS OF TYVEK H.R.B. NEW 2" PLYWOOD 5HEATHIN6 2 -2x6 (PRESSURE TREATED) RE: STRUCTURAL 26 GAUGE GALVANIZED METAL WEEP 50REED 26 GAUGE GALVANIZED FLA5HIN6 2x8 R5 CEDAR TRIM 2x8 PRE55URE TREATED BOTTOM PLATE SEC,, THRU CORNER PEDESTAL 50RLE: 1 1/2" = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 C()/ ~ � - r c V° (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 DECK & GUARDRAIL DETAILS 1 A602 UNIT 18 AND 19 Vow w co 00 ovoo z Q Q U) 00 < 00 z-j z O Q ^ Z w 0 Lo Q M O (E)COPYRIGHT Victor Mark n Donaldson \\J� Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 DECK & GUARDRAIL DETAILS 1 A602 UNIT 18 AND 19 1 /8" STEEL "U" PLATE W/ A 111I6" HOLE, RE: 31A6.3 1/2" DIA.x4" LAO BOLT 1/2" NUT W/ WASHER COUNTERSINK 3/8" EQUAL SPACING; 2' -0" O.G. MAX. _ _ _ _ _ _ _ _ _ _ 2X4 R.5. CEDAR TOP (— OR BOTTOM CHORD I ` \77 Ixb R5 T4e CEDAR omHORIZONTAL I SIDING 6x6 R.5. I ESL 1/2" GDX PLYWOOD CEDAR P05T I Ixb R5 T46 CEDAR HORIZONTAL I 51DINO L - - -- - - - - -- - -- — — — — — — — 2X4 R.5. CEDAR TOP OR BOTTOM CHORD LINE OF RAILING 1/2" DIA. CARRIAGE BOLT W/ WASHER. GAP ABOVE EQUAL SPACING; 2' -0" O.G. MAX. 3 A6.3 RAILING DETAIL 1/2" DIA. THROUGH BOLT LINE OF 2X4 R.5. CEDAR ,—LINE OF 2X4 R.S. CEDAR TOP OR BOTTOM CHORD TOP OR BOTTOM CHORD ---- - - - - -- - - - - -- ----- - - - - -- L - - -- - - - - -- 6x6 R.5. CEDAR P05T L M-A 50ALE: 3" = 1' - O" 5GALE: 3" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING 3 I/2" DIA. CARRIAGE BOLT W/ WASHER, EQUAL SPACING; 2' -0" O.G. MAX. GAP ABOVE A63 EQUAL SPACING; 2' -0" O.G. MAX. 2X4 R.S. CEDAR TOP OR BOTTOM CHORD 2X4 R.5. CEDAR TOP - - - - - - -- ------------ - - - - -- -- - - - - - -- OR BOTTOM CHORD Ixb RS T46 CEDAR �/ i 1 / j Ixb R5 T46 CEDAR HORIZONTAL 51DIN6 � „I HORIZONTAL - - -- SIDING I/2" GDX - - - - - - - 1/2" GDX PLYWOOD PLYWOOD CEDAR Ixb R5 T$G CEDAR HORIZONTAL HORIZONTAL 5101NO 51DINO - - - -- - - - -- -- - -- - - -- - - - - - -- 2X4 R.5. CEDAR TOP 2X4 R.S. CEDAR TOP OR BOTTOM CHORD OR BOTTOM CHORD 1/2" 1/2" I/2" 1/2" 1/2" NUT W/ WASHER COUNTERSUNK 1/2" NUT W/ WASHER COUNTERSINK 318 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 3/5 ", EQUAL 5PAGING; 2' -0" O.G. MAX. 6x6 R5 CEDAR POST 1/2" THROUGH BOLT W/ NUT 4 A6.3 P 7 ME 1013251"JAMM 50ALE: 3" = 1' - O" TAPE ALL JOINTS NEW STUCCO SYSTEM YVEK, HOUSE WRAP 1/2" EXTRUDED FOAM V51JLATION, TAPE ALL JOINTS :X15TINO 5HEATHINO CONT. NEW GALVANIZED PAINTED FLASHING, W/ DRIP; SLOPE FOR DRAINAGE x CONT BAND ROUGH TRIM x12 R.5. CEDAR CONT BAND RIM SACKER ROD 4 CAULK �-n Jt-.nn C�nr-tn IT 50ALE: 1 1/2" = 1' - O" EXISTING CONCRETE WALL a NEW TYVEK HOUSE WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE 17 GAUGE STUCCO LATH, FIBER REINFORCED ALL JOINTS CEMENT SCRATCH # BROWN GOAT W/ CRACK CONTROL MESH IN LEVELING GOAT. FINISH GOAT TO BE PRIMER W1 ELA5TOMERIC FLEX 5WIRL FINE FINISH. 1 /8" STEEL "U" PLATE W/ A 111I6" HOLE RE: 31A6.3 Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TO Vhf N OF VA0 0 BY J Mondragon at 10:50 am, Mar 21, 2013 5 3/4" TOP 1 /8" THK. STEEL "U" SHAPE BRACKET W/ 3 -q 1I6" HOLES I I I 51DE I/2" BACK - W-,-- 113 *J 79 01 NAM I 50ALE: 3" = I' - O" 1/2" DIA. GARRIAOE BOLT W/ WASHER. EQUAL 5PAGINO; Ixb R.5. CEDAR 2' -0" O.G. MAX. 51DINO 2X4 R.5. CEDAR TOP OR BOTTOM CHORD I I Ixb R.5. CEDAR SIDING 1/2" GDX PLYWOOD 1x8 R.5. CEDAR SIDING Ixb R.5. GEDAR 2X4 R.5. CEDAR TOP SIDING OR BOTTOM CHORD 1/2" NUT W/ WASHER COUNTERSUNK 50' EQUAL 5PAGING; 2' -0" O.G. MAX. RAILING DETAIL 50ALE: 3" = 1' - O" TAPE ALL JOINTS NEW CEDAR Ixb R.S. CHANNEL LAP HORIZONTAL 51DINO ON 2x2 FURRING SLEEPERS AT EA. EXISTING STUD YVEK, HOUSE WRAP 1/2" EXTRUDED FOAM 45ULATION, TAPE ALL JOINTS :X15TINO 5HEATHINO NEW CONT. GALVANIZED PAINTED FLA5HINO W/ DRIP; SLOPE FOR DRAINAGE x CONT. BAND ROUGH TRIM X12 R.S. CEDAR CONT BAND RIM 4ACKER ROD $ CAULK 4;71 Jr.nn C;nr-r- IT No' III 50ALE: 1 1/2" = 1' - O" EXISTING PLYWOOD 17 GAUGE STUCCO LATH, FIBER REIN,�.� ". CEMENT SCRATCH $ BROWN GOAT W/ CRACK CONTROL MESH IN LEVELING GOAT. FINISH GOAT TO BE PRIMER W/ ELA5TOMERIG FLEX 5WIRL FINE FINISH. EXISTING WALL FRAMING NEW TYVEK HOUSE WRAP EXTRUDED ----- JLATION, TAPE ALL JOINTS EXISTING PLYWOOD VERIFY 2x BLOCKIN( m 24" VERTICALLY TYVEK, HOUSE WRAP EXI5TING- 5HEATHING 2x2 SLEEP; 55/4 FRONT CHANNEL LAP HORIZONTAL 51DINO 2x2 SLEEPERS 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EXISTING CORNI FRAMING EXISTING 5HEATHIN6 TYVEK, HOUSE WRAP 2 LAYERS �" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS VERIFY 2x BLOCKING ® 24" VERTICALLY EXISTING WALL FRAMING a now 11 m-'On U-00 ff, 50ALE: 1 1/2" = 1' - O" IEW CEDAR Ixb R.S. CHANNEL AP HORIZONTAL 51DINO ON '.x2 FURRING SLEEPERS AT :A. EXISTING STUD TYVEK HOUSE WRAP; LAP O/ BACK LEG OF FLASHING 4 CONT BELOW EXISTING SHEATHING /2" EXTRUDED FOAM 5ULATION, TAPE ALL JOINTS NEW CONT. GALVANIZED PAINTED FLA5HINO, SLOPE FOR DRAINAGE 12 FURRING STRIP 2x12 R.S. CEDAR CONT. 3ELLY BAND TRIM 4NOLED CASINO BEAD !EW STUCCO SYSTEM /2" EXTRUDED FOAM 5ULATION, TAPE ALL JOINTS Q5TINO 5HEATHINO NEW GALVANIZED FLASHING PAINTED TO MATCH TRIM NEW 2x8 R.5. CEDAR WINDOW HEAD TRIM NEW 2x8 R.5. OF-DAR WINDOW JAMB TRIM NEW 2x8 R.5. CEDAR WINDOW SILL TRIM TNrF. WINDOW TRN 50ALE: I" = 1' - O" 50ALE: 1 1/2" = 1' - O" NEW Ixb CHANN! LAP R HORIZONTAL 51DINO EXISTING WALL FRAMING EXTERIOR WALL FINISHES NEW TYVEK HOUSE WRAP 11/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINTS _ FURRING AT ALL EXISTING STUDS (AT 51DINO WALLS ONLY) 50ALE: 3" = 1' - O" 2X2 BLOCKING — 1 1/2" EXTRUDED - FOAM INSULATION, TAPE ALL JOINTS VARIES NEW CEDAR Ixb CHANNEL LAP HORIZONTAL 510IN6 2 LAYERS J" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EXISTING WALL FRAMING TYVEK HOU5EWRAP; CONT. AROUND CORNER EQUAL V 2X4 R.S. CEDAR BOTTOM CHORD 48" STEEL "U" PLATE W A 111I6" HOLE, RE: 3/A6.3 1�1►. ARCHITECTS VIEW TREX DECKING 90 W BENCHMARK R O R D SUITE 207 BOX 5300 AVON, CO 81620 NEW Ixb R.5. CEDAR OUT5IDE CORNER TRIM c� NEW CEDAR Ixb CHANNEL LAP w HORIZONTAL 51DINO EXISTING 5HEATHINO } 2 LAYERS 4" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW BELLY BAND FLA5HINO BELOW 2x2 BLOCKING 1 1/2" EXTRUDED FOAM T--INSULATION, TAPE ALL JOINT5 SIDING OUTSIDE r--,,/CRNER 50ALE: 1 1/2" = 1' - O" I j I I I I I I /8" STEEL "U" PLATE W/ A I I q /I6" HOLE, SEE DETAIL I I I I 1/2" NUT W/ WASHER COUNTERSUNK 318 ", I I I/2" DIA.x4" LAG BOLT EQUAL 5PAGING; 2' -0" O.G. MAX. I I I I 2X4 R.S. CEDAR TOP OR BOTTOM CHORD _ _ _ _ _ _ _ _ _ _ _ _ J j Ixb R5 T46 CEDAR HORIZONTAL 510ING 1 I LINE OF RAILING II � GAP ABOVE II I 1/2" GDX PLYWOOD - - - FT = I U I Ixb R5 T$O CEDAR HORIZONTAL 5101NO 6x6 R.5. GEDAR POET 2X4 R.5. CEDAR TOP — - - - - - -- - -- - - - - -- - - - -J OR BOTTOM CHORD I/2" DIA. CARRIAGE BOLT, EQUAL LINE OF RAILING 5PAGING; 2' -0" O.G. MAX. GAP ABOVE 3 A6.3 - MR 11 1, POP Rhoil, I 50ALE: 3" = 1' - O" 970,949.5200 vmda @vmda.com ©COPYRIGHT Victor Mark n Donaldson \\JI Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 18 AND 19 0 V0LO w 00 ovoo Q QC) 00 z-j O z O Q ^ Z w 0 QC:)Q O ©COPYRIGHT Victor Mark n Donaldson \\JI Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 18 AND 19 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL ` BY J Mondragon at 10:50 am, Mar 21, 2013 11/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS I 1 NEW TYVEK HOUSE WRAP I PLYWOOD SHEATH I 1 PLYWOOD SHEATHNG I PLYWOOD SHEATHING STUCCO SST I I 1 1 /2' EXTRUDED FOAM 1 I INSULATION, TAPE ALL GARAGE 1 1/2" EXTRUDED FOAM IF SHEATHING I JOINTS INSULATION, TAPE ALL 15 NOT FL05H W/ I JOINTS FOUNDATION WALL I EXISTING WALL I EXISTING WALL I NEW TYVEK HOUSE WRAP NEW TYVEK HOUSE WRAP I FRAMING 1 I LAP O/ FLASHING EXISTING WALL I EXISTING PLYWOOD EXISTING WALL I / I NEW STUCCO SYSTEM z 1 PROVIDE LIQUID MEMBRANE OR R� z NEW STUCCO SYSTEM 1p o T I CURED POLYURETHANE SEALANT 30 1 O ° I BEDROOM' 26 GAGE GALVANIZED z 1. 26 GAUGE GALVANIZED METAL WEEP SCREED 3 4 f li a = 1 J 1p�1 METAL WEEP 50REED EXISTING FOUNDATION HALL 1 1/4" MIN. GAP -TYP. 0 3 I iii i NEW PREFINI5HED 20 GAUGE z O 1 O z i ULTRA -GLAD FLASHING W/ IT GARAGE 1 26 GAUGE GALVANIZED a O �' w z I METAL WEEP SCREED z 1� NEW PREFINISHED 20 GAUGE ULTRA -GLAD FLASHING W/ EXISTING f '. z HEMMED DRIP EDGE 1 Z 1� DRIP EDGE SLAB, i NEW PREFINISHED 20 GAUGE 1, NEW PREFIN15HED 20 GAGE ULTRA -GLAD ro ULTRA -GLAD FLASHING ' "' FLASHING W/ DRIP EDGE x " NEW GONT. PRE55URE TREATED 2x4 ' I NEW PRESSURE NEW PREFIN15HED 20 GAGE ? 1' NEW PREFINISHED 20 GAGE ULTRA -GLAD FLASHING TREATED TED 2x4 . FINISHED GRADE N ,, r 1 i ULTRA -GLAD FLASHING Yx m " z -- -� EXISTING FOAM INSULATION .� • i EN REINSTALLING EXISTING PAVERS, �i NEW FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE ' z (THICKNESS VARIES BY . g ENSURE SLOPE OF PAVERS I/8" PER FOOT ' DRAINAGE AWAY FROM BUILDING TO GRE5T OF HILL. EXISTING AWAY FROM EXISTING BUILDING WALL EXISTING ' SLOPE AWAY AT I" PER 10" FOUNDATION LOCATION) `T FOUNDATION ' WALL m EXISTING GRADE WALL .- - ' 1 1/2" EXI571 NO FOAM -� EXISTING ° EXISTING PAVERS INSULATION GARAGE SLAB ' - EXISTING 1 a EXI5TIN6.6RADE FOUNDATION WALL - ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY COLOR SHALL BE SANDSTONE 1 1/2" FOAM INSULATION 1 I FLASHIN5 @ FOUNDATION i ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY SCALE: 3" = I' - O" "G.M.G." COLOR SHALL BE SANDSTONE /�— FOUNDATION ALL EXPOSED FLASHING SHALL N ULTRA -GLAD, FLASH I Nom/ @ BY "G.M.G." DOLOR SHALL BE SANDSTO� �j A 3" = 1' - ON I I FOAM SECTION TCRU /ERR INSUL ATION, TAPE ALL SCALE: V. = 1' - O" 1 JOINTS PLYWOOD SHEATHING - 1 NEW 51DING NEW WINDOW UNIT I NEW TYVEK HOUSE SCREEN 1 1'P WINDOW SILL I 1 BACKER ROD 8 CAULKING EXISTING WALL EXI5TIN6 SHIM p Q SPACE W @ IGHT Victor Mark D Donaldson Architects All Rights N EXISTING G.W.B. Q 1 ' V0LO d 1311 FLASHING & WALL O °co w 0 UNIT 18 AND 19 EXISTING 6" 3 a~r�� r Z g c �- GONG. FOUND. 2 N IN5ULATION 0 O m WALL W m w 3 LL PLYWOOD SHEATHING 3 0 J O BINTHANE F F 1 I42" EXISTING FOAM - NEW 7YVEK HOUSE WRAP ? w ,INSULATION � 61 EX. 2x4 WALL INSULATION, TAPE ALL - `�' FRAMING JOINTS NEW 5TZGO SYSTEM k� � WINDOW FLASHING SEE DETAIL 2, SHEET A92 NEW 2x6 CEDAR 6 WINDOW TRIM ONLY NEW CONT. PRESSURE TREATED 2x6 E NEW PREFINISHED 20 GAUGE ULTRA-OLAD FLASHING FIN. GRADE ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" f ALL EXPOSED FLASHING 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 REOUIREMENTS ON DETAILS 1 $ 2 ON SHEET A1.2 OF PERMIT PLANS NINDON SILL FLASHING SCALE: 3" = I' - O" NEW 112" x4" WEDGE BOLT ANCHORS AT 24" O.C. 12" FROM ENDS NEW STONE GAP CORROSIVE RESISTANT FLASHING CAP, PAINTED TO MATCH THE THIN -STONE VENEER d GAP REMOVE EXISTING STUCCO SYSTEM AND INSTALL NEW 5A DEN NALL STONE CAP 5GALE: I" = 1'- O" GRADE G STUCCO TALL NEW EXISTING HALL (V INTERIOR LOWER LEVEL i 1 1/2 EXISTING FOAM IF SHEATHING INSULATION 15 NOT FLUSH W/ RDEN WALL SECTION 5CALE: I" = 1' - O" EXISTING FOUNDATION WALL r ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.6." COLOR SHALL BE SANDSTONE FLASH N(5 q SCALE: 3" = 1'- O" / FOUNDATIOIN WALL EXIST. EXSTIN6 WALL :LYKOOP FRAMING EX15T. �� ROVIDE LI011ID FOUNDATION -- MEMBRANE OR CURED WALL POLYURETHANE SEALANT FOUNDATION BEDROOM ' a m � E EXISTING FOUNDATION WALL 2x R.S. CEDAR TRIM BOARD /— NEW FREFINISHED 20 GAUGE ULTRA -CLAD FLASHING W DRIP EDGE HEW CONT. PRESSURE TREATED 2x4 NEW PREFINISHED 20 GAUGE i ULTRA -CLAD FLASHING FIN, GRADE, ADD FILL TO ALLOW FOR 9 POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL, SLOPE AWAY AT I" PER 10" 1 - 1 1/2" EXI5TI G FOAM i INSULATION i EXISTING GRADE i F i a i ALL EXF05ED FLASHING SHALL BE ULTRA -CLAD, BY "O.M,G." COLOR SHALL BE SANDSTONE n ELASHIN5 @ FOUNDATION SCALE: 3" = I' - 0" DMI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 ° C /1' VI TOR o AX * D N A�C�\�� W @ IGHT Victor Mark D Donaldson Architects All Rights N � t Q 1 ' V0LO d 1311 FLASHING & WALL O °co 00 UNIT 18 AND 19 V U0 a~r�� c �- d 0 < 0 O m O Lu 3 LL PLYWOOD SHEATHING Lu 0 J M BINTHANE F F l NEW 7YVEK HOUSE WRAP ? w 1 1/2" EXTRUDED FOAM x v' INSULATION, TAPE ALL I JOINTS NEW 5TZGO SYSTEM k� 41' 26 GAUGE GALVANIZED METAL WEEP SCREED 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL 1 f JOINTS I m FINISHED GRADE IV I • 1 I 1 z NEW PREFINISHED 20 1 � � GAUGE ULTRA -GLAD ' FLASHING i EXTEND BITUTHANE DOWN AS MUCH AS POSSIBLE 1 1/2 EXISTING FOAM IF SHEATHING INSULATION 15 NOT FLUSH W/ RDEN WALL SECTION 5CALE: I" = 1' - O" EXISTING FOUNDATION WALL r ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.6." COLOR SHALL BE SANDSTONE FLASH N(5 q SCALE: 3" = 1'- O" / FOUNDATIOIN WALL EXIST. EXSTIN6 WALL :LYKOOP FRAMING EX15T. �� ROVIDE LI011ID FOUNDATION -- MEMBRANE OR CURED WALL POLYURETHANE SEALANT FOUNDATION BEDROOM ' a m � E EXISTING FOUNDATION WALL 2x R.S. CEDAR TRIM BOARD /— NEW FREFINISHED 20 GAUGE ULTRA -CLAD FLASHING W DRIP EDGE HEW CONT. PRESSURE TREATED 2x4 NEW PREFINISHED 20 GAUGE i ULTRA -CLAD FLASHING FIN, GRADE, ADD FILL TO ALLOW FOR 9 POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL, SLOPE AWAY AT I" PER 10" 1 - 1 1/2" EXI5TI G FOAM i INSULATION i EXISTING GRADE i F i a i ALL EXF05ED FLASHING SHALL BE ULTRA -CLAD, BY "O.M,G." COLOR SHALL BE SANDSTONE n ELASHIN5 @ FOUNDATION SCALE: 3" = I' - 0" DMI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 ° C /1' VI TOR o AX * D N A�C�\�� W @ IGHT Victor Mark D Donaldson Architects All Rights Reserved � t 1 ' V0LO !: 1311 FLASHING & WALL DETAILS °co 00 UNIT 18 AND 19 V U0 a~r�� c �- d 0 < 0 O z O Lu U Z i Lu 0 M Q @ IGHT Victor Mark D Donaldson Architects All Rights Reserved � t 1 ' 3/812013 !: 1311 FLASHING & WALL DETAILS � A6.4 UNIT 18 AND 19 CONCRETE ANCHOR RE: STRUCTURAL NEW I/2" PLYWOOD SHEATHING NEW 5TUGG0 SYSTEM (TYP) �- 1/2" DIA. CARRIAGE BOLT, EQUAL SPACING; 2' -0" 0.0_ MAX.___ - - --r- Ixb R5 T4G CEDAR 51DINO - 1/2" COX PLYWOOD \ /" 2" STONE GAP BONDED �ETAL FLASHING H/ NRT EPDXY 5AUGE GALVANIZED 5HING LKIN6 RE: NOTES ON =T AI.I ,ING BEAD BITUTHENE OVER TOP MALL 4 b" DOWN ON .5 OF TYVEK SEG THRU PEDESTAL CAP 50ALE: 1 1/2" = 1' - O" BETWEEN SLAB CONCRETE TOPPING SLAB HYDRODRAIN (OPTIONAL) APPROVED PROTECTION - MM 6125 -FR OR STD. Qd v d A a a d 4 d � FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCEMENT MONOLITHIC MEMBRANE 6125 =X -FLASH F, =X -FLASH UN OR DER APPROVED NFORCEMENT NOLITHIC MEMBRANE 3� --- - - - - -- I 3 I I L----------------------------------I- A6.3 - I I I LINE OF NEW STONE GAP STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A T COATING OF MONOLITHIC MEMBRANE 6125. NO REINFORCING SHOI BE LEFT EXPOSED OVERNIGHT. NOTES: WHEN DOW STYROFOAM IS INSTALLED DIRECTLY UNDER AN IMPERVIOUS SURFACE (i.e., TOPPING SLAB, SETTING BED, ETC.) AN AIR LAYER (HYDRODRAIN) MUST BE INSTALLED ON TOP OF THE FOAM. IF HYDRODRAIN OR INSULATION IS TO BE INSTALLED UNDER ASPHALT PAVEMENT A COMPACTED STONE BASE IS REQUIRED. CONTACT HYDROTECH FOR ADDITIONAL SUGGESTIONS REGARDING PLACEMENT OF ASPHALT PAVEMENT DIRECTLY OVER MM 6125. STEP 1 STFID 2 LINE OF FOUNDATION OUTER EDGE BELOW CONDITIONS VARY; 5EE PLAN NEW 2x10 HALL FRAMING, — A5 5HOHN (TYP) NEW 2x6 FULL HT. RE: STRUCTURAL METAL BRACKET, RE: DETAIL I I I I I I i I I I I I I I - i I I i I � I I I a I I d I i I ` I I 11/411 ---- - - - - -- - -- i I I I i I - i I — I r i I I � I I I I i I I I I i I I i i I I I i I I I I I i i _ I I I I i I I I � I I I 3 CORNER PEDESTAL 50ALE: 1 1/2" = 1' - O" ZNER POIN EXISTING INDATION ARCHITECTURAL PAVER PEDESTAL DOW STYROFOAM INSULATION HYDRODRAIN HYDROFLEX 30 OR OTHER APPROVED PROTECTION COURSE MONOLITHIC MEMBRANE 6125 (125 MILS) SURFACE CONDITIONER FLEX -FLASH F MONOLITHIC MEMBRANE 6125 (90 MILS) FABRIC REINFORCED ASSEMBLY FOR NEW CONCRETE SUBSTRATES AND ALL REHAB APPLICATIONS MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING 50ALE: NOT TO SCALE Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VA I t By J Mondragon at 10:50 am, Mar 21, 2013 NEW TYVEK HOUSE WRAP NEW 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS I. j. NEW 5101NO NEw b" HIDE BY 1718" DEEP ALUM. GUTTER. CONTRACTOR TO ij 26 GAUGE GALVANIZED FIELD VERIFY LENGTH PRIOR T FLASHING H/ DRIP EDGE ORDERING. 26 GAUGE SHEET METAL FLASHING �I APPLIED PER SPECIFICATIONS 'I it NEW GOVT. 2x4 R.5. CEDAR AICI�I CIL2CGGI dGG � d'1'C 1\ /,I' / NEW MIRAFLEX II OR HYDROTECH MONOLITHIC MEMBRANE 6125 FR H/ MIRA5TAMP OVERLAY 5EE DETAIL 5$6 SHEET A6.6. NEw 3/4" T46 PLYWOOD SHEATHING F GLUED $ SCREWED � . ....— --� — — — — — — — EXISTING 2 -2X6 DECK FRAMING TO REMAIN; 5EE STRUCTURAL EXISTING 2X6 SCAB UNDER FRAME TO REMAIN NEW GA51N6 BEAD I jNEw Ixb DECKING NEw STUCCO SYSTEM NEW 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS FLASHING DEG< SCALE: 3" = 1' - O" NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR THRESHOLD NEW" AHHF PLYD 51LL PLATE BELOW NEW THRESHOLD — — — — — — — — — y — I EX. FLOOR - FRAMING, SE,' X A -1.2 5TRUGTLIR ----- - - - - =- EXISTING G.W.B. CEILING EXISTING 2x HALL EXISTING G.H.B. HALL NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL PAN (DETAIL I/A7.2). 5ET PAN IN A HEAVY URETHANE SEALANT NEw 3/4" T46 PLYWOOD SHEATHING GLUED $ 5GREHED NEW MIRAFLEX II OR HYDROTECH'S MONOLITHIC MEMBRANE 6125 FR DECKING 5Y5TEM H/ MIRA5TAMP OVERLAY EXISTING DECK FRAMING TO REMAIN 5EE STRUCTURAL NEW CASING BEAD NEW 5TUCG0 5Y5TEM 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 7_03 00 W, _' 111111 • 50ALE: 1 1/2" = 1' - O" MIRACOTE CLEAR SEALER MIRACOTE MPC 4 DECORATIVE FINISH COATS crm PLYWOOD: EXTERIOR GRADE 5/8" SHEETING, FULLY BLOCKED, GLUED AND SCREWED -NO DEFLECTION. 26 GA SHEET METAL FLASHING PER 5PEG'S NEW MIRAFLEX II OR HYDROTEGH MONOLITHIC MEMBRANE 6125 FR w/ MIRA5TAMP OVERLAY - 5EE DETAIL 5$6 SHEET A6.6 NEW 3/4 T46 PLYWOOD SHEATHING GLUED 4 50REHED DRYWALL INTERIOR FINISH STUCCO WATERPROOFING PAPER 7" STUCCO SCREED — (WEEP SCREED) PLYWOOD SHEATING 3 -2x12 3x8 SMOOTH CEDAR TOP RAIL W EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH 51DE5 1x8 R5 T45 CEDAR HORIZONTAL 51DINO BOTH 51DE5 1/2" COX PLYWOOD 6x6 R5 CEDAR P05T5 a 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DE5 THRU -BOLTS H/ HASHERS, 5EE STRUCTURAL 2x12 R5 CEDAR FASCIA TRIM GUARDRA I L SEG I ON SCALE: I" = I' - O" STUD WALL FLASHING NAILS @3 "O.CINA STAGGERED PATTERN PLYWOOD: EXTERIOR GRADE 5/8" SHEETING FULLY BLOCKED, GLUED AND SCREWED, NO DEFLECTION. FLASHING NAILS @ 3" O.0 IN A STAGGERED PATTERN 26GA SHEET METAL EDGE FLASHING FLASHING SET IN MIRATHANE 500 OR APPROVED SEALANT MIRACOTE MEMBRANE A 1/4" I(FABRIC REINFORCED OPTIONAL) - TWO COATS -25DFT ER T . METAL STAPLE 1/2" X 1" (22 PER SF) EXPANDED METAL GALVANIZED LATH #1.75 MIRACOTE REPAIR MORTAR (RM) CONTINUOUS BEAD OF APPROVED SEALANT 7/8" EXT. CEMENT PLASTER /STUCCO METAL. LATH AND PAPER PLYWOOD SHEAR PANELING OR BACKERBOARD CONTINUOUS BEAD OF APPROVED SEALANT MIRACOTE CLEAR SEALER MIRACOTE MPC DECORATIVE FINISH COATS 26GA. BONDED SHEET METAL METAL FLASHING MIRACOTE MEMBRANE A (FABRIC- REINFORCED OPTIONAL) -TWO COATS 25 DFT *FALL TO BE AWAY FROM THE STUD WALL 'SLOPE: 1/4" PER FT METAL STAPLE 1/2" X 1" (22 PER SF) EXPANDED METAL GALVANIZED LATH #1.75 MIRACOTE REPAIR MORTAR (RM OT) MIRAFLEX I I DEGKING SYSTEM SCALE: NOT TO 50ALE V NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 �N ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 3/8/2013 t : 1 1311 WATERPROOFING &DECK DETAILS AV .5 UNIT 18 AND 19 Cn 0 V0LO W 00 ovoo Q Qin U) ry 00 z_j Z 0 0 0 ^ Z w ly 0 Q O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 3/8/2013 t : 1 1311 WATERPROOFING &DECK DETAILS AV .5 UNIT 18 AND 19 WINDOW GLAZING INSULATION NEW WINDOW UNIT 5GREEN HEAD DETAIL SCALE: 3" = I' - O" 'TYVEK'HOU5E EX.2x4 WALL WRAP FRAMING EXI5TIN5 BACKER ROD & PLYWOOD - -' NEW Ix8 CHANNEL NEW WINDOW FLA5HIN6 — LAP HORIZONTAL SIDING —y RE: DETAIL 2/A7.2 2x WINDOW TRIM; 'TYVEK' HOUSE WRAP NEW 11/2" RIGID EXTRUDED - FOAM INSULATION _- - - - - - -__ GAULKIN6 'TYVEK' HOUSE WRAP 2x8 R.S. CEDAR __ -_— WINDOW TRIM OVER MTL FLASHING -_ —_ - - -- NEW I X5 CHANNEL LAP OVER MTL FLA541,16 WOOD SIDING -- NEW 1 1/2" RIGID EXTRUDED f = —_- FOAM INSULATION EX15TINC PLYWOOD - - -_ Lid EXTRUDED FOAM EX, 2x4 WALL INSULATION EXISTING PLYWOOD Q GASING BEAD CID EXISTING PLYWOOD SHEET METAL PAINTED FLASHING E BALKER ROD 4 .D NEW I/2" RI61D EXTRUDED FOAM INSULATION EXISTING GRADE == -_ _ -- -- =__— - WINDOW SILL NEW 11/2" RIGID EXTRUDED FOAM INSULATION INSULATION - INSULATION 2x WINDOW TRIM i NEW STUCCO SYSTEM CHAMFER TOP NEW Ix8 CHANNEL LAP HORIZONTAL SIDING ji -_- -- TRIM /GASING EX. 2x4 WALL FRAMING Ix4 VERTICAL SLEEPERS 24" O G EX. 2x4 WALL FRAMING G.W.B. ROUGH OPENING G.W.B. GA51N6 BEAD W/ WEEPS I - -_ G.W.B. INSULATION NEW R.S. Ix8 T66 26 GAUGE GALVANIZED •- PAINTED FLASHING, = HORIZONTAL SIDING I/4" MIN. 6AP .... EXISTING ...... NEW 1 1/2" RIGID SLOPE FOR DRAINAGE - __– EX. 2x4 WALL FIN. FLOOR EXTRUDED FOAM HEADER 26 OAU6E GALVANIZED �— __ FRAMING INSULATION -- '7YVEK' HOUSE WRAP; WRAP PAINTED FLASHING NEW WINDOW FLASHING EXTEND TO TOP OF SHEATHING RE: DETAIL 2 /Ai.2 EXISTING PLYWOOD NEW WINDOW FLASHING 26 5AWE GALVANIZED RE: DETAIL 2/A1.2 PAINTED FLA541,16 - 2x WINDOW TRIM _ I - 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING 2x8 FURRING AROUND ROUGH OPENING ININ BACKER ROD W/ TRIM /EASING M /GASING GAULKIN6 BACKER ROD W GAULKIN6 WINDOW FRAME WINDOW FRAME WINDOW GLAZING INSULATION NEW WINDOW UNIT 5GREEN HEAD DETAIL SCALE: 3" = I' - O" 'TYVEK'HOU5E EX.2x4 WALL WRAP FRAMING EXI5TIN5 BACKER ROD & PLYWOOD - -' NEW Ix8 CHANNEL NEW WINDOW FLA5HIN6 — LAP HORIZONTAL SIDING —y RE: DETAIL 2/A7.2 2x WINDOW TRIM; 2x WINDOW TRIM NEW 11/2" RIGID EXTRUDED - FOAM INSULATION _- AROUND WINDOW ROUGH GAULKIN6 OPENING 2x8 R.S. CEDAR GAULKIN6 WINDOW TRIM TRIM /GASING WIN. SILL BELOW NEW WINDOW BALKER ROD 8 GAULKIN6 NEW WINDOW FLASHING RE: DETAIL 2/A1.2 o J *MB DETAIL WINDOW 6LAZIN6 j WINDOW FRAME WINDOW FRAME BACKER ROD 8 BACKER ROD & GAULKIN6 GAULKIN6 NEW WINDOW FLASHING NEW WINDOW FLA5HIN6 — RE: DETAIL 2/A1.2 RE: DETAIL 2/A7.2 2x WINDOW TRIM; 2x WINDOW TRIM GHAMFER TOP - 2x6 TREATED FURRING _- AROUND WINDOW ROUGH - OPENING - -- GAULKIN6 -_ — TYVEK' HOUSE WRAP; EXTEND -_ —_ TO TOP OF SHEATHING - -- NEW I X5 CHANNEL LAP 'TYVEK' HOU5E WRAP WOOD SIDING -- NEW 1 1/2" RIGID EXTRUDED f = —_- FOAM INSULATION -_ —_ EX15TINC PLYWOOD - - -_ NEW WINDOW UNIT SCREEN SILL DAM - WOOD WINDOW SILL TRIM /CA51NG G.W.B. INSULATION EX. 2x4 WALL FRAMING G SCALE: 3" = 1' - O" TRIM /GA51N6 INSULATION EX.2x4 WALL 'TYVEK' HOU5E FRAMING WRAP EXI5TIN6 PLYWOOD )BEAD ...... _........ NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYS LA51BCOD 4 GAULKIN6. 2x8 R.S. CEDAR WINDOW TRIM NEW WINDOW UNIT SCREEN WIN. 51LL BELOW � R11 'TYVEK'HOU5E WRAP OVER MTL FLA514IN6 NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM CASINO BEAD W/ WEEPS 1/4" MIN. 6/ 26 GAUGE GALVANIZED FAINTED FLASHING NEW WINDOW FLASHING RE: DETAIL 2/Al2 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ GAULKIN6 WINDOW FRAME WINDOW GLAZING EX15TINGWALL HEADER NEW WINDOW UNIT SCREEN Reviewed for Code Compliance Code: 2012 International Residential Code III TOWN OF VAIL By J Mondragon at 10:50 am, Mar 21, 2013 n MEAD DETAIL SCALE: 3" = I' - O" WINDOW TRIM /CA51N6� EXISTING WALL FURRING NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION TYVEK'HOUSE EXISTING 8" GONG. FOUND. WALL WIN. 51LL BELOW NEW WINDOW SCREEN 4U000 SYSTEM -� LA51NG BEAD 2x8 R.S. BACKER ROD e NEW WINDOW CEDAR WINDOW GAULKIN6 BACKER ROD t BACKER RODE GAULKIN6 TRIM NEW WINDOW FLASHING CAULKING �i / /{pp�� DETAIL DETAIL 2/A1.2 NEW WINDOW FLASHING *,i I ET,�}IL RE: DETAIL 2 /AT.2 ^�J I I k� / JAME3 DETAIL, L 3 WINDOW GLAZING j WINDOW FRAME WINDOW FRAME BACKER ROD 8 BACKER ROD & GAULKIN6 GAULKIN6 NEW WINDOW FLASHING NEW WINDOW FLA5HIN6 — RE: DETAIL 2/A7.2 RE: DETAIL 2/A7.2 2x WINDOW TRIM; 2x WINDOW TRIM CHAMFER TOP - 2x6 TREATED FURRING AROUND _- WINDOW ROUGH OPENING - BACKER ROD 6 - -- GAULKIN6 BACKER ROD t GA51N6 BEAD TYVEK' HOUSE WRAP; EXTEND CASINO BEAD TO TOP OF 5HEATHIN6 'TYVEK' HOU5E WRAP NEW STUCCO 5Y57EM -- NEW I I12" RIGID EXTRUDED .- — -- - -_- FOAM INSULATION -- EXISTING PLYWOOD _ SILL DETAIL SILL DETAIL NEW WINDOW UNIT DAM EXISTING 8" CONC. FOUND. WALL 2 SILL DETAIL G.W.B. EX. WALL FURRING TRIM /LA511,16 NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX.2x4 WALL FRAMING ilh � � �ie71 WINDOW I BACKER R, GAU 2x WINDOW 2x8 FURRING AR ROUGH OPE NEW WINDOW FLA! RE: DETAIL BALKER R LAl rip • • IC211 �IDIN6 INSULATION DEAD DETAIL SCALE: 5" = 1' - O" WINDO TRIM /GA51N6 IEW WINDOW INIT TRIM /CASING VEW WINDOW KIT iREEN t WIN. SILL BELOW EX.2x4 WALL 'TYVEK'HOU5E FRAMING WRAP _NEW WINDOW _ EXISTING SCREEN PLYWOOD................... -- ................ NEW I I12" RI61D — EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM NEW WINDOW CASING BEAD BACKER ROD $ (AULKIN6 BACKER ROD d CAULKING 2x8 R.S. CEDAR NEW WINDOW FLASHING WINDOW TRIM RE: DETAIL 2/A1.2 JM3� DETA I L WINDOW GLAZING WINDOW FRAME IOHT BACKER ROD & NEW WINDOW GAULKIN6 UNIT NEW WINDOW FLA5HIN6 — SGREEN RE: DETAIL 2/A7.2 Reserved 2x WINDOW TRIM SILL DAM CHAMFER TOP - WOOD 2x6 TREATED FURRING WINDOW SILL AROUND WINDOW ROUGH WINDOW OPENING O0 BACKER ROD t TRIM /CASING CAULKING UNIT 18 AND 19 CASINO BEAD 0o F—�<O 'TYVEK' HOU5E WRAP - G.W.B. OVER CASING BEAD z NEW STUCCO SYSTEM INSULATION SCREEN NEW 11/2" RI61D Lid EXTRUDED FOAM EX, 2x4 WALL INSULATION FRAMING Q GASING BEAD CID 26 GAUGE GALVANIZED SHEET METAL PAINTED FLASHING E BALKER ROD 4 .D EXISTING GRADE NEW WINDOW UNIT DAM EXISTING 8" CONC. FOUND. WALL 2 SILL DETAIL G.W.B. EX. WALL FURRING TRIM /LA511,16 NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX.2x4 WALL FRAMING ilh � � �ie71 WINDOW I BACKER R, GAU 2x WINDOW 2x8 FURRING AR ROUGH OPE NEW WINDOW FLA! RE: DETAIL BALKER R LAl rip • • IC211 �IDIN6 INSULATION DEAD DETAIL SCALE: 5" = 1' - O" WINDO TRIM /GA51N6 IEW WINDOW INIT TRIM /CASING VEW WINDOW KIT iREEN t WIN. SILL BELOW EX.2x4 WALL 'TYVEK'HOU5E FRAMING WRAP _NEW WINDOW _ EXISTING SCREEN PLYWOOD................... -- ................ NEW I I12" RI61D — EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM NEW WINDOW CASING BEAD BACKER ROD $ (AULKIN6 BACKER ROD d CAULKING 2x8 R.S. CEDAR NEW WINDOW FLASHING WINDOW TRIM RE: DETAIL 2/A1.2 JM3� DETA I L EXI5TIN6 FLOOR FRAMING 2x FURRING DECORATIVE BAND/TRIM I REPASRED OR D FAINTED REPLACED NEW 2x12 R.S. CEDAR AND PAINTED CASINO BEAD BACKER ROD d GAULKIN6 n SILL DETA I L ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 GO VI TOR o * p N �S< D A ?,C�\� W @OP IOHT Victor Mark n Donaldson NEW WINDOW A11 Rights Reserved Val 1 ' 31812013 UNIT WINDOW GLAZING WINDOW V O0 a~rC/)� UNIT 18 AND 19 0o F—�<O Q�O z O SCREEN �0�O Lid Q WINDOW FRAME CID 51LL DAM WOOD BALKER ROD 4 WINDOW SILL GAULKIN6 2x WINDOW TRIM i CHAMFER TOP TRIM /GASING 2x6 FURRING AROUND =_ —_ G.W.B. ROUGH OPENING - -- INSULATION NEW R.S. Ix8 T66 = HORIZONTAL SIDING NEW 1 1/2" RIGID - __– EX. 2x4 WALL FIN. FLOOR EXTRUDED FOAM �— __ FRAMING INSULATION -- '7YVEK' HOUSE WRAP; WRAP OVER METAL FLASHING, EXTEND TO TOP OF SHEATHING EXISTING PLYWOOD 26 5AWE GALVANIZED PAINTED FLA541,16 - _ I - EXI5TIN6 FLOOR FRAMING 2x FURRING DECORATIVE BAND/TRIM I REPASRED OR D FAINTED REPLACED NEW 2x12 R.S. CEDAR AND PAINTED CASINO BEAD BACKER ROD d GAULKIN6 n SILL DETA I L ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 GO VI TOR o * p N �S< D A ?,C�\� W @OP IOHT Victor Mark n Donaldson Architects A11 Rights Reserved Val 1 ' 31812013 Lu WINDOW V O0 a~rC/)� UNIT 18 AND 19 0o F—�<O Q�O z O U z �0�O Lid Q CID O @OP IOHT Victor Mark n Donaldson Architects A11 Rights Reserved 1 ' 31812013 1311 WINDOW DETAILS A7.1 UNIT 18 AND 19 EXTERIOR SHEATHING TIE -IN WITH WEATHER RESISTIVE BARRIER: I. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH GRACE VYCOR PLUS TO FORM WATER -5HEDD I NO LAPS �� FOLD UP WEATHER 2. RIPCORD®HA5 BEEN REMOVED AT SILL FOR EASE OF EP�� RESISTIVE BARRIER AND INSTALLATION AND /OR COORDINATION OF OTHER TRADES TEMPORARILY SECURE 3. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE YYCOR PLUS INSTALLATION 4. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE EDOE5 WITH WEATHER RESISTIVE �P�� \� WEATHER RESISTIVE BARRIER (CHECK BARRIER TAPE OR ORACE VYGOR PLUS LOCAL BUILDING CODE FOR REQUIREMENTS) 5EE \/CST -201 p�,P r�C \o 0 0 5� 0 el\ MECHANICALLY FASTEN CORNER PATCH AS NECESSARY IN eP (RE: VGRDET -504 AS OPTION) CORNERS THROUGH GRACE VYGOR PLUS GRAGE VYGOR PLUS O 4 i GRAGE r r o VYGOR PLUS 'TYVEK' HOUSE WRAP EX15TINO PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM I N5ULATI ON NEW STUCCO 5Y5 SEAL TOP OF JOISTS UNDER DECKI NO NOTES: (SEE VGRDET -301) A. VISIT ORACECON5TRUCTION.00M FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD®CAN BE REMOVED FROM ORACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL ORACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRAGE VYGOR V40 AND VYGOR BUTYL 50ALE: NOT TO 50ALE 1AMIM/711A TV1M // Aa1M/' GAULKING WINDOW TRIM WINDOW TRIM /CA51NO WIN. SILL BELOW NEW WINDOW 50REF-N TYVEK' HOUSE — NEW WINDOW WRAP 2x R.5. CEDAR WINDOW TRIM WIN. SILL BELOW NEW WINDOW 50REEN BACKER ROD $ GAULKING 2x6 FURRING AROUND WINDOW ROUGH OPENING WINDOW JPM� =GYP. 50ALE: 5" = 1' -0" NEW WINDOW NEW TRACK FA5TENER5NEV4 2x6 TRACK 5HIM/NAILER NEW 2x6 TRACK 5HIM/NAILER- O.H.B.- 'TYVEK' EX. 2x4 WALL FRAMING HOUSE WRAP EXISTING PLYWOOD-------- - - - - -- - - - - -- r--- - - - - -- ----------------- 1/2" NEW 5TUGC0 5Y5TEM - -- NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION CA51NO BEAD BACKER ROD 2x5 R.5. CAULKING CEDAR TRIM NEW DOOR FLA5HIN6 Vrr r)r -T.& 11 I/e-17 tA I.&MM it uGdn Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA I L By J Mondragon at 10:50 am, Mar 21, 2013 MECHANICALLY FASTEN AS NEGESSAR = N CORNERS THROUGH GRAGE VYGOR PLUS; EXTEND UP 6" ABOVE FURRING. COVER TOP W/ METAL FLASHING $ TYVEK. O GRACE VYGOR PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE NEW DOOR TRACK ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR Ix R.5. CEDAR CLADDING (RE: ELEVATION ON 5HEET A: NEW Ix4 DOOR 5TOP W/ WE/ TERMINATE 1/2" ABOVE PAV 2x5 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT COVE BEAD SEALANT 2x5 R.S. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT 2x6 DOOR ROUGH 1= 37bMIA1/'/AId11 Ci7 GARAGE DOOR JAMB_ 50ALE: 5" = 1' -0" 5 4 WINDOW FLASHING SIMILAR 3 r- SILL DAM o._ A_�. SILL PLATE (RE: VGRDET -106 FOR OPTION B) 4 I o i GRACE VYGOR PLUS EXTEND DOWN TO BOTTOM OF 2x6 FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A1.2 (RE: VGRDET -504 FOR OPTION) NOTES: A. VISIT 6RAGEGONSTRUGTION.GOM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® GAN BE REMOVED FROM ORACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRAGE VYGOR 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 RESISTIVE BARRIER REOU I REMENT5 AND INSTALL GRAGE VYGOR PLUS WITH HEATHER RESISTIVE BARRIER TO FORM WATER - SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRAGE VYGOR V40 AND VYGOR BUTYL WINDOW FLASHING 50ALE: NOT TO 50ALE 2x6 FURRING AROUND ROUGH OPENING ' RIGID EXTRUDED FOAM INSULATION INSTALL GRACE VYGOR, A5 5HOWN HERE AND ON DETILAL 1 4 2 AT4 V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 .� CO/ I- VI -` O 4 40 • 1+. 0 V0LO EX. 2x4 = Lu 00 WALL z O FRAMING 0 1 O Q 0Qo0 z J INSTALL Ixl 5TRIP AT SILL, Q O FULL WIDTH) A5 DAM z U U 0 LLJ z 41::c OL Q EX. 2x4 O WALL FRAMING WINDOW SILL FLASHING 50ALE: NOT TO SCALE (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 3/8/2013 1: 1 1311 WINDOW &DOOR DETAILS A7.2 UNIT 18 AND 19 1 1' -q 1/2" 41-51/211 m 11-0 1/211 1 1/211 0 AOGD 2' -511 ELEVATIONS VIEWED FROM EXTERIOR m 1 41-51/211 I8.1.G m m �n -loll 2'-10 2'- 101/4" 21- 101/4" 18.2.G AOGD 18.2.B AOGD ie 111 1 m m 1 UNIT# DOOR# 4.1.2 FLOOR LEVEL 5' -10 1/4" SEGOND LEVEL WINDOWS 18.2.D AOGD SEGOND LEVEL WINDOWS m m � NOTE: VERIFY EXACT SIZE 4 LOCATION IN FIELD -MATCH EX I ST I NO . FIRST LF—VF—L WINDOWS O m m a� �n 5' -10 1/4" O m 1' -4" 18.1 .J m 1 u� UNIT# WINDOW# 4.0.4 FLOOR LEVEL BASEMENT LEVEL WINDOWS 5' -10 1/4" 18.2.E AOGD 5' -2 5/8" m 18.2.E m 3' -10 I/4" Ili 2 5' -10 1/4" 18.1.K 15' -1 1/2" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:49 am, Mar 21, 2013 W I N ENER A L N 0 T E 5 N ACCORDANCE Jul l TH 2012 18C FOR 2 —UNIT BU I LaD I NOS, AND 2012 15C., FOR 5 —UNIT BUIL-DIN�S; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAe LE O8 EQUAL WOOD FRAME A/ METAL CLAD EXTERIOR. COLOR BROAN. 2. O LAZ I NO : CARDINAL LOW ''E 566'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE =.52 SHOO =.20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETI NO THE REQUIREMENTS LISTED BELOA: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SQUARE FEET. B. MINIMUM OPENABLE HE I O HT SHALL BE 24" C. MINIMUM OPENABLE WIDTH SHALL BE 20" D. THE SILL MUST BE NO MORE THAN 44'' ABOVE THE FLOOR. 5. SAFET`r O LAZ I NO SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY O LAZ I NO 15 REaU I RED AT: A. STORM DOORS B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL OLASS IN TUBS AND SHOWERS LESS THAN 60'' ABOVE THE STAND I NO SURFACE OF THE TUB. E. O LAZ I NC ADJACENT TO A DOOR WHERE THE O LAZ I NO 15 WITHIN 24'' OF EITHER EDO E OF THE DOOR AND 15 LESS THAN 60'' ABOVE FIN. FLR. F. OLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE AI NDOAS SHALL HAVE INSECT SCREENS. -7. CONTRAOTOR TO VERIFY ROU0H OPEN I NC S FOR A I NDOA SIZES. 8. VERIFY ALL OPERATIONS OF AINDOAS AND AINDOA BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDER I NO . PROVIDE ADD FOR <"rNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "AOCD'' - A I NDOA OPEN I NO CONTROL DEV 1 CES SHALL COMPLY A l TH THEIR RESPECT 1 VE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IRC) 4' -51/2" 11/2" 4' -51/2" 11/2" 4' -51/2" 18.1.4 18.1 .B I8.1.G AOGD \\ AOGD hIOGD m I' -q 1/2" 18.I.M _1 m T to IS.I.D o AOGD I• 18.1.1 18.1.2 i i _1 m i T TO 18.1.E o AOGD O UNIT�0 NINDON S DOOR ELEVA 50ALE: 1/ 211 = I' - OII 1 TIONS U loll ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com Cn 0 V0LO w 00 0 00 Q U) 0� 00 Q 0 0 Q- Z J � �O z o � 0 z ��0 Q LO Q O @COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A703 UNIT 18 AND 19 11/2" 51 _8„ 11 NOTE: VERIFY EXACT SIZE 4 LOCATION IN FIELD -MATCH EX I ST I NO . FIRST LF—VF—L WINDOWS O m m a� �n 5' -10 1/4" O m 1' -4" 18.1 .J m 1 u� UNIT# WINDOW# 4.0.4 FLOOR LEVEL BASEMENT LEVEL WINDOWS 5' -10 1/4" 18.2.E AOGD 5' -2 5/8" m 18.2.E m 3' -10 I/4" Ili 2 5' -10 1/4" 18.1.K 15' -1 1/2" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 10:49 am, Mar 21, 2013 W I N ENER A L N 0 T E 5 N ACCORDANCE Jul l TH 2012 18C FOR 2 —UNIT BU I LaD I NOS, AND 2012 15C., FOR 5 —UNIT BUIL-DIN�S; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAe LE O8 EQUAL WOOD FRAME A/ METAL CLAD EXTERIOR. COLOR BROAN. 2. O LAZ I NO : CARDINAL LOW ''E 566'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE =.52 SHOO =.20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETI NO THE REQUIREMENTS LISTED BELOA: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SQUARE FEET. B. MINIMUM OPENABLE HE I O HT SHALL BE 24" C. MINIMUM OPENABLE WIDTH SHALL BE 20" D. THE SILL MUST BE NO MORE THAN 44'' ABOVE THE FLOOR. 5. SAFET`r O LAZ I NO SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY O LAZ I NO 15 REaU I RED AT: A. STORM DOORS B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. G. AT ALL SHOWER AND TUB DOORS D. ALL OLASS IN TUBS AND SHOWERS LESS THAN 60'' ABOVE THE STAND I NO SURFACE OF THE TUB. E. O LAZ I NC ADJACENT TO A DOOR WHERE THE O LAZ I NO 15 WITHIN 24'' OF EITHER EDO E OF THE DOOR AND 15 LESS THAN 60'' ABOVE FIN. FLR. F. OLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE AI NDOAS SHALL HAVE INSECT SCREENS. -7. CONTRAOTOR TO VERIFY ROU0H OPEN I NC S FOR A I NDOA SIZES. 8. VERIFY ALL OPERATIONS OF AINDOAS AND AINDOA BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDER I NO . PROVIDE ADD FOR <"rNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "AOCD'' - A I NDOA OPEN I NO CONTROL DEV 1 CES SHALL COMPLY A l TH THEIR RESPECT 1 VE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IRC) 4' -51/2" 11/2" 4' -51/2" 11/2" 4' -51/2" 18.1.4 18.1 .B I8.1.G AOGD \\ AOGD hIOGD m I' -q 1/2" 18.I.M _1 m T to IS.I.D o AOGD I• 18.1.1 18.1.2 i i _1 m i T TO 18.1.E o AOGD O UNIT�0 NINDON S DOOR ELEVA 50ALE: 1/ 211 = I' - OII 1 TIONS U loll ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com Cn 0 V0LO w 00 0 00 Q U) 0� 00 Q 0 0 Q- Z J � �O z o � 0 z ��0 Q LO Q O @COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A703 UNIT 18 AND 19 m I' -q 1/2" 18.I.M _1 m T to IS.I.D o AOGD I• 18.1.1 18.1.2 i i _1 m i T TO 18.1.E o AOGD O UNIT�0 NINDON S DOOR ELEVA 50ALE: 1/ 211 = I' - OII 1 TIONS U loll ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com Cn 0 V0LO w 00 0 00 Q U) 0� 00 Q 0 0 Q- Z J � �O z o � 0 z ��0 Q LO Q O @COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A703 UNIT 18 AND 19 O UNIT�0 NINDON S DOOR ELEVA 50ALE: 1/ 211 = I' - OII 1 TIONS U loll ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com Cn 0 V0LO w 00 0 00 Q U) 0� 00 Q 0 0 Q- Z J � �O z o � 0 z ��0 Q LO Q O @COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A703 UNIT 18 AND 19 @COPYRIGHT Victor Mark \ Donaldson Architects All Rights Reserved 1 1 3/8/2013 1: 1 1311 UNIT 18 WINDOW & DOOR ELEVATIONS 1 A703 UNIT 18 AND 19 m T i- m ELEVATIONS VIEWED FROM EXTERIOR 31-101/4" t m s No CZ) m u� a' -o 1/211 4' -51/211 11/211 4' -51/2" 31-101/4" AOGD m \` J I�f.I.H to 1 Iq.I.F I�f.I.E LLI AOGD I�.I.B Iq.I.A 00 ov00 to u� 3' -10 1/4" O m m in UNIT# DOOR# 4.1.2 FLOOR LEVEL 21-101/41, Iq.2.G AOGD SECOND LEVEL WINDOWS I' -4" m m I�f.l.l UNIT# WINDOW# 4.O.A FLOOR LEVEL 2' -10 1/4" Iq.2.D No CZ) 11/2" II_�JII lie \` J I�f.I.H i 1 cn � 1 Iq.I.D Vow LLI NOTE: VERIFY EXACT SIZE I$ LOCATION IN FIELD -MATCH EX I ST I NO . FIRST LEVEL WINDOWS v m 31-101/4" BASEMENT LEVEL WINDOWS a u c 1' -4" I�f.l.0 1' -a 1/211 111-0 1/211 11/21, P►� m 3' -2 3/8" 19.2.E Iq.2.G 7' -1011 3'- 101/4" 11u2 19.1.K \, l cn IG.I.J 21 -q II No CZ) c t Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO OF VA j� ` By J Mondragon at 10:49 am, Mar 21, 2013 N A E N E � A L N T E 5- * IN ACC08DANCE AITH 2012 18C FOR 2-UNIT BU I LD I NO S, AND 2012 IBC FOR 5 -UNIT BU I LD I NOS; 1. AINDOAS AND DOORS SHALL BE JELD -AEN, FELLA, EAGLE 08 EQUAL MOOD FRAME A/ METAL GLAD EXTERIOR. COLOR 580AN. 2. OLAZ I NO: CARDINAL LOA "E 566" INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .32 SHOO = .20 4. EVERY SLEEPI NO ROOM AND BASEMENT SHALL BE PROVIDED AITH AT LEAST ONE OPERABLE ESCAPE A I NDOA MEET I NO THE REQUIREMENTS LISTED BELOA: A. SHALL HAVE MINIMUM NET CLEAR OPENING, OF 5.1 SIOUARE FEET. B. MINIMUM OPENABLE HE I OHT SHALL BE 24" G. MINIMUM OPENABLE AI DTH SHALL BE 20" D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY OLAZ I NO SHALL BE DETERMINED BY THE AI NDOA SUPPLIER-ALL AI NDOAS AND GLASS SHALL COMPL`r AITH THEIR RESPECTIVE CODE. SAFETY OLAZ I NO 15 REaU I RED AT: A. STORM DOORS B. FIXED AND SLIDING, PANELS OF SLIDING, DOOR ASSEMBLIES. G. AT ALL SHOAEB AND TUB DOORS D. ALL GLASS IN TUBS AND SHOAERS LESS THAN 60" ABOVE THE STANDING, SURFACE OF THE TUB. E. OLAZ I NO ADJACENT TO A DOOR AHEBE THE OLAZ I NO 15 AI TH I N 24" OF EITHER EDOE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS AITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE AI NDOAS SHALL HAVE INSECT SCREENS. -1. CONTRACTOR TO VERIFY ROUOH OPEN I NOS FOR AI NDOA SIZES. 8. VERIFY ALL OPERATIONS OF AINDOAS AND AINDOA BRAND TYPE AITH OANER REPRESENTATIVE PRIOR TO ORDEBI NO. PROVIDE ADD FOR K1'NAR FINISH FOR ALL EXTERIOR A I NDOAS. 10. "AOCD" - AI NDOA OPEN I NO CONTROL DEVICES SHALL COMPLY AITH THEIR RESPECTIVE CODE. (SEE SECTION 1015.8.1 OF THE 2012 IBC. OR SECTION 8312.2.2 OF THE 2012 IRC) a' -O 1/211 I I/2" 41-51/211 /2 41-51/211 cn m I Lj g Iq.I.L \` J i 1 cn � 1 Iq.I.D Vow i cn AOGD I�.I.B Iq.I.A 00 ov00 AOGD Q Q AOGD 0� oo � Q— \, l cn IG.I.J 21 -q II No CZ) c t Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO OF VA j� ` By J Mondragon at 10:49 am, Mar 21, 2013 N A E N E � A L N T E 5- * IN ACC08DANCE AITH 2012 18C FOR 2-UNIT BU I LD I NO S, AND 2012 IBC FOR 5 -UNIT BU I LD I NOS; 1. AINDOAS AND DOORS SHALL BE JELD -AEN, FELLA, EAGLE 08 EQUAL MOOD FRAME A/ METAL GLAD EXTERIOR. COLOR 580AN. 2. OLAZ I NO: CARDINAL LOA "E 566" INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .32 SHOO = .20 4. EVERY SLEEPI NO ROOM AND BASEMENT SHALL BE PROVIDED AITH AT LEAST ONE OPERABLE ESCAPE A I NDOA MEET I NO THE REQUIREMENTS LISTED BELOA: A. SHALL HAVE MINIMUM NET CLEAR OPENING, OF 5.1 SIOUARE FEET. B. MINIMUM OPENABLE HE I OHT SHALL BE 24" G. MINIMUM OPENABLE AI DTH SHALL BE 20" D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY OLAZ I NO SHALL BE DETERMINED BY THE AI NDOA SUPPLIER-ALL AI NDOAS AND GLASS SHALL COMPL`r AITH THEIR RESPECTIVE CODE. SAFETY OLAZ I NO 15 REaU I RED AT: A. STORM DOORS B. FIXED AND SLIDING, PANELS OF SLIDING, DOOR ASSEMBLIES. G. AT ALL SHOAEB AND TUB DOORS D. ALL GLASS IN TUBS AND SHOAERS LESS THAN 60" ABOVE THE STANDING, SURFACE OF THE TUB. E. OLAZ I NO ADJACENT TO A DOOR AHEBE THE OLAZ I NO 15 AI TH I N 24" OF EITHER EDOE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS AITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE AI NDOAS SHALL HAVE INSECT SCREENS. -1. CONTRACTOR TO VERIFY ROUOH OPEN I NOS FOR AI NDOA SIZES. 8. VERIFY ALL OPERATIONS OF AINDOAS AND AINDOA BRAND TYPE AITH OANER REPRESENTATIVE PRIOR TO ORDEBI NO. PROVIDE ADD FOR K1'NAR FINISH FOR ALL EXTERIOR A I NDOAS. 10. "AOCD" - AI NDOA OPEN I NO CONTROL DEVICES SHALL COMPLY AITH THEIR RESPECTIVE CODE. (SEE SECTION 1015.8.1 OF THE 2012 IBC. OR SECTION 8312.2.2 OF THE 2012 IRC) a' -O 1/211 I I/2" 41-51/211 /2 41-51/211 cn m I Lj g Iq.I.L 31 -011 19.0.1 1 cn m L Iq.I.N -v \` J i 1 cn � 1 Iq.I.D Vow AOGD o) w 00 31 -011 19.0.1 1 cn m L Iq.I.N -v 1 Vow Iq.I.M UNIT=1q WINDOW S DOOR ELEVATIONS m U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 31812013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 0 Vow o) w 00 ov00 Q Q U) ) 0� oo � Q— Z �O o J Z 0 0 w Z UJ 0 LO Q 0) O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 31812013 1: 1 1311 UNIT 19 WINDOW & DOOR ELEVATIONS 1 A7.4 UNIT 18 AND 19 m 0 v v L U N d N t7 a CL U, 0 M V r 0 N "17 Cn m a 0 n U v .0 U L U a 0 0 a rn a NEW STEEL BEAM RE: PLAN 314" SHIM AND GRO RAILING POST RE: ARCH. (2) -112" 0 BOLT; WITH HEAVY W AND LOCKNUT NEW 2X10 LEDUa_1. FASTEN TO EXISTING EDGE BEAM WITH (2)- SIMPSON SAS 25300 SCREWS AT V -4" IF BEAM BEARS ON WALL IF BEAM CAN NOT BEAR ON WALL SECTION 13 314" = 1' -0" 314" 0 X 4" (EMBED) EXPANSION ANCHOR WITH SLOTTED HOLE IN BEAM- PROVIDED BEAM BEARS 6" (MIN.) ON WALL EXISTING CONCRETE WALL L6X4X5/16 WITH (3) -314" 0 X 5" (EMBED) EXPANSION ANCHORS EXISTING CONCRETE WALL SECTION 14 ,_n„ EXISTING TJI AND 1" RIM. EXISTING FLOOR SHEATHING a EXISTING CONCRETE WALL K ERIFY) L/'`IJ 1 114\7 Vf.. -VK EDGE FRAMING (VERIFY MIN. OF (2) -2X10 (3) -314" 0 THRU -BOLTS F- v aD (2) -314" 0 X 5" (EMBED) EXPANSION ANCHORS L6X4X5116 X 2' -0" (COPE AS REQUIRED) SECTION 16 314" V -0" EXISTING FLOOR SHEATHING EXISTING FLOOR FRAMING (VERIFY) EXISTING WOOD STUD BEARING WALL 3/4" T &G PLYWOOD SHEATHING 03 14 10 lei 0i1.0m2=E110% SIMPSON L90 REMOVE EXISTING ((1) -SIDE EACH (2) -2X6 AND REPLACE JOIST) WITH (2) -2X8 AT 1'-4" 0o (EACH SIDE, EACH NEW (3) -2X8 EXISTING JOIST) RE: PLAN (FASTEN WITH 3" _j SIMPSON SDS SCREWS REMOVE AND REPLACE TOP AND BOTTOM AT 8" BLOCKING AND SHIMS O AS REQUIRED EXISTING WOOD o STUD BEARING WALL SECTION 16 314" = 1' -0" NOTE: JOISTS AND DECKING OMITTED EXISTING RIN NEW 2X12 LE DECKING RE: 2X4 TOP PLA' RE: PLAN NEW STEEL E WITH SOLID I RE: PLAN SIMPSON LU, NEW JOIST R ►iarirr�`r. NEW 2X8, RE: PLAN NEW (3) 2X RE: PLAN SIMPSON L90 EACH SIDE AT 1' STAGGER SECTION 9 314"= V -0" 2X4 TOP PLATE WITH 112" 0 BOLTS AT 2' -8" STAGGER PACK OUT WEB RE: PLAN NEW STEEL BEAM RE: PLAN 114" X 3" X 6" PLATE EACH SIDE WITH (2)- 112 "" 0 THRU -BOLTS SECTION 10 2X4 TOP PLATE WITH 112" 0 BOLTS AT 2' -6" STAGGER 2X10 + 318" PLYWOOD BLOCKING EACH SIDE WITH (2) -112" 0 BOLT AT 2' -8" NEW STEEL BEAM RE: PLAN SIMPSON LU210 HANG NEW JOIST RE: PLAN SECTION 11 314" = V-0" SECTION 12 3/4"= V -0" -ATE CAIJ I INN I.+LIYL RC I C FOUNDATION WALL RE: PLAN EXISTING TJI RIM EXISTING 1" RIM (VERIFY) NEW 2X10 LEDGER RE: PLAN NEW DECKING RE: ARCH. NEW WOOD BEAM RE: PLAN NEW JOIST RE: PLAN SIMPSON U26 HANGER (TYP.) EXISTING CONCRETE FOUNDATION WALL EXISTING (2)- L3X3X114 X 6" (CONFIRM ACCEPTABILITY TO REUSE) EXISTING CONCRETE WALL RE: PLAN EXISTING TJI AND 1" RIM EXISTING FLOOR — SHEATHING EXISTING CONCRETE WALL SIMPSON CB POST BASE EXISTING FLOOR SHEATHING SECTION 6 314" - 1' -0" \Ir%Ar ARCH. SECTION 6 314" =1 " -0" %N .TS (3) -112" 0 THRU -BOLTS `o (2) -314" 0 X 5" (EMBED) EXPANSION ANCHORS L6X4X5116 X 2'4" (COPE AS REQUIRED) SECTION 7 3I4" =1 -a" SECTION 8 3/4" = V-0" WOOD COLUMN RE: PLAN (3)-#3 TIES AT 3" #3 TIE AT MID - HEIGHT (4) - #5 X L 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 SIMPSON LU26 HANGER EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH. NEW JOIST RE: PLAN — STEEL PLATE RE: PLAN THRU -BOLT WITH HEAVY WASHER RE: PLAN (2) -112" 0 BOLTS WITH HEAVY WASHER AND LOCKNUTS PROVIDE AND REPLACE EXISTING BLOCKING AS REQ EXISTING SHEATHING ON EXISTING JOISTS TO REMAIN EXISTING WOOD STUD BEARING WALL PROVIDE 2112" MIN. BEARING FOR NEW JOISTS ON EXISTING WALL SECTION 1 314" = 1' -0" EXISTING FLOOR — SHEATHING EXISTING EXTERIOR. WALL EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUATE CONDITION TO ACCEPT NEW HANGERS SECTION 2 314"= 1' -0" EXISTING EXTERIOR WALL EXISTING FLOOR SHEATHING EXISTING STEEL BEAM WITH WOOD 10" BLOCKING SECTION 3 314" = V-0" SECTION 4 ARCH. ZE: ARCH. LA10I Irvsa 0I L.L.a_ oEAM WITH WOOD BLOCKING 1�a I � Monroe & Newell Engineers, Inc. Avon P.O. Box 1 -�'I? /0 13cnchmark Road. Suite -'O4 A% on. Color:aclo 31620 (970) 940 -7766 F.�X (970) 941) -4054 1�_ti4A I I . :avltn�r,moltrve -na;�+ i•II.toltt Denver 1400 ( cnarm Place. Suite 101 Denver. Coloradan 30102 (303) 6_2� -4927 FAX (303) 623 -6602 FMATL denvcr�aanonroe- atrwrlLcolta .... rail x x- Cap' somi DETAILS Date 0o p WKS Checked By 01 Project No. _j w CO U z O = 0 o `'' • {..L Q z J 0 0 r,� V 1 < 0 W Q O CD somi DETAILS Date 03 -04 -13 Drawn By WKS Checked By PM Project No. 9020 Revisions somi DETAILS 112" PLYWOOD SHEATHING (TYPICAL) EXISTING CONCRETE WALL 2X6 X FULL HEIGHT WITH 112 "o X 4" EMBED EPDXY ANCHORS AT 4' -0" 112" PLYWOOD SHEATHING (TYPICAL) (2) -2X6 X FULL HEIGHT WITH 112 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL (2) -2X6 X FULL HEIGHT WITH (2) -112" 0 THRU -BOLTS 2X10 X T -0" BOLTED TO INSIDE WITH HEAVY WASHERS = EXISTING WALL WITH (2) -314 "o a X 4" (EMBED) EXPANSION I ANCHORS (2) -2X6 X FULL HEIGHT WITH LLi 112 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL 2X10 (VERTICAL) CUT TO 8" AT WOOD BEAMS (TYP.) NOTES: 1.) PROVIDE 2X10 TOP AND BOTTOM PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITHIN 2' -0" OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. NFW WALL ADDITION I=llRVIT 191112SWIMRAI10 [C PROVIDE B DTTOM PLATE OF (2) -2X10 2X10 (VERTICAL) CUT TO 8" AT CONCRETE WALL (VERTICAL BOLTED TO END OF CONCRETE WALL WIT (2) -314 "o X4" EMBED EXPANSION 2X10 VERTICAL AS SHOWN ANCHORS NOTES: 1.) PROVIDE 2X10 TOP AND BOTTOM PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITHIN 2'4" OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. NEW WALL ADDITION AT CONCRFTF WALL NOTE - CROSS HATCHED AREA OF DECK HAVE BEEN ADDED AND EXISTING DOCUMENTATION IS NOT AVAILABLE. PROVIDE NEW FRAMING TO RE -USE FOUNDATIONS IF PRESENT AND RE- USEABLE. GENERAL CRITERIA FOR FRAMING TO BE: 1.) AL L LUMBER WITHIN 1'-6" OF GRADE. TO BE TREATED. 2.) JOIST LESS THAN 9' -0" TO BE 2X10 AT 1'-4 ", JOIST GREATER THAN Y -0 " AND LESS THAN 11' -0" TO BE 2X10 AT 1' -0" 3.) JOIST GREATER THAN 11' -0 " AND LESS THAN 13' -0" TO BE 2X10 AT 8" 4.) INTERIOR BEAMS WITH 6' -0" SPAN TO BE (3) -2X10 AND EXTERIOR BEAMS WITH 8' -0" SPAN TO BE (3) -2X10. 5.) FOOTING TO BE T -0" X T -0" X 1'-0" WITH (3)-#5 WITH 1' -0" X 1'-0" PILASTER WITH (4)45 VERTICAL AND (3)-#3 TIES AT 0' -3" 6.) STEPS TO GRADE TO BE 2X12 STRINGERS WITH 12X12 TREADS ON 3'-0" WIDE CONCRETE PAD. CONCRETE - PAD -TO BE 4" WITK4 aTHICKENED EDGE REINFORCED WITH #4 AT 1' -0" EACH WAY - - 7 PROVIDE L6X4X5116X2' -0" (COPE AS REQUIRED) WITH (2)- 314 "0 X 5" (EMBED) EXPANSION ANCHORS INTO CONCRETE WALL BELOW AND (3) -112 "o BOLT INTO 2X10 JOISTS I EXISTING 2X10 RIM JOIST (CONFIRM CONDITION AND LEAVE IN- PLACE) - r (2) -2X12 LU210 FACE MOUNT HANGER 15 50.1 /--HOLD (3) -2Xa2 OUT ENOUGH TO INSTALL NEW 2X10 RIM JOIST NUTS FASTEN TO EXISTING WITH (3)- SIMPSON SIDS 25 300 SCREWS AT V -0" o EXISTING FLOOR JOISTS x (SHORE, CUT OFF AND HANGER w FROM NEW HEADER) _ 2 2X12 AT 8" 2X10 AT 1'-4" EXISTING CONCRETE WALL NEW AND EXISTING (3) -2X10 ON TOP OF WALL 6 SIMPSON U210 -3 HANGER (TYP. AT MULTIPLE BEAMS) l Monroe & Newell Engineers, Inc. r, 11.0. Box 1597 aienchwark Rand, Suiee 204 A. on. Colorado 8 162 (970) 949 -7768 FAX (970` 949 -4054 LMAH : ,\1 nCi)monroe- newell.com Denver 1400 Glenurm Place, Suiee 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -o6O2 LMATL IcnverCL)nwnroe.- newcll.ce�ni (3) -2X10 EXISTING 2X10 RIM JOIST (CONFIRM CONDITION AND DECKING LEAVE IN- PLACE) RE: ARCH. T� 2X10 AT 50.1 1'4" O co NEW NEW 2X10 RIM JOIST Of FASTEN TO EXISTING _ - - _ _ - _ _ _ WITH (3)- SIMPSON -- - - - - -- --------- - - - - -- w CO SDS 25 300 SCREWS EXISTING CONCRETE AT V -0" WALL TO REMAIN O Q Q 2j -ZX1 ::D I < --i C / n r - - U r) p z � U O C F n W o ry O C L M 0 n FIRST FLOOR FRAMING PLAN 114" = V -0" Date 03 -04 -13 Drawn By WKS Checked By PM Project No. 9020 Revisions S1 ■ UNITS 18,19