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HomeMy WebLinkAboutB13-0021 Potato Patch Club Units 15-17 PLANS APPROVEDEXTERIOR REMODEL Received 0 TO WN 0 F y A f + 4 By Lynne Campbell at 1:15 pm, Feb 25, 2013 Approved by the Reviewed for Code Compliance Design Review Board COLORADO t Code: 2012 International Residential Code (IRC) ��F� By Warren Campbell at4 :20 pm, Mar 29, 2013 950 RED SANDSTONE ROAD, VAT 81657 �� 1lAIL By J Mondragon at 2:21 pm, Mar 20, 2013 _ X SECTION OUT SYMBOL XX.X OL ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XX.X 4 QREVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT I I 1 OWINDOW REFERENCE 3 °x 70 WINDOW / DOOR SIZE (FT.I") ODOOR REFERENCE Xx HALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYF 14 HELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL ABV EARTH LB SHEATHING AFF ABOVE FINISHED FLOOR LT (PLYWOOD 1055) AFC, GRAVEL / DRAINAGE LTL WOOD- FINISH a CONCRETE LVR HOOD -ROUGH AGT STUCCO / EIF5 or MH WOOD - BLOCKING ADJ 6YF5UM HALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ROOF KE {/IASPHALT) 0�Z MAIL MATERIAL AL RIGID INSULATION ® ROOF APPROX APPROXIMATELY MEGH CERAMIC / SLATE) ADA MA50NRY MG STONE VENEER (DRY A/C AIR CONDITIONING MMB STACK) ARCH STEEL/ METAL 0 0 0 STONE VENEER (GROUTED) 65MT METAL DECKING M HEAVY TIMBER BRG METAL STUDS ® or ® ENGINEERED HOOD BFG BELOW FINISHED GRADE MM GLAZING / MIRROR _ X SECTION OUT SYMBOL XX.X OL ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XX.X 4 QREVISION SYMBOL X XX.X DETAIL OR PLAN ENLARGEMENT I I 1 OWINDOW REFERENCE 3 °x 70 WINDOW / DOOR SIZE (FT.I") ODOOR REFERENCE Xx HALL TYPE REFERENCE 12 6 F_ or 6:12 ROOF PITCH SYMBOL TYF 14 HELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE UNIT# DOOR# UNIT# WINDOW# 4.1.2 4.O.A FLOOR LEVEL FLOOR LEVEL ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFC, ABOVE FINISHED GRADE LTL LINTEL AP ACCE55 PANEL LVR LOUVER AGT ACOUSTICAL CEILING TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING 0�Z MAIL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY MEGH MECHANICAL ADA AMERICAN DISABILITY ACT MG MEDICINE CABINET A/C AIR CONDITIONING MMB MEMBRANE ARCH ARGHITEGTURAL MTL METAL 65MT BASEMENT M METER BRG BEARING MH MICROWAVE BFG BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK MISG MISCELLANEOUS BLKG BLOCKING MR M015TURE RESISTANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OPT CARPET NIG NOT IN CONTRACT 05MT CASEMENT NITS NOT TO 50ALE GIP CAST IN PLACE O.G. ON CENTER GLG GEILING OPG OPENING GTR CENTER OFF OPPOSITE CT CERAMIC TILE OPH OPPOSITE HAND GLR CLEARANCE 055 ORIENTED STRAND BOARD COL COLUMN OD OUTSIDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MA50NRY UNIT (P) PAINT G CONDUIT PR PAIR GON5T CONSTRUCTION PKNG PARKING GONT CONTINUOUS T PAVEMENT OJT CONTROL JOINT PEP PE E5TAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRESSURE TREATED DIM DIMEN51ON P5F POUNDS PER SQUARE FOOT DH P15H HASHER PSI POUNDS PER SQUARE INCH DR DOOR PC PRE -OAST PROP PROPERTY DWG DRAWING QT QUARRY TILE DF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST RE: REFER ELEG ELECTRICAL REF REFERENCE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RES RE51LIENT EQUIV EQUIVALENT REV REV15ION EXH EXHAUST RH RIGHT HAND EXG EXISTING R R15ER EXP EXPAN51ON R$5 ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN RFC, ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FIN15H RO ROUGH OPENING FOM FACE OF MASONRY R/5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY 5EWER FIN FL FINISH FLOOR ELEVATION (S) SEALANT FE FIRE F-XTINOU15HF-R SHT SHEET FPO FIRE DEPARTMENT CONNECTION SHTG SHEATHING FHG FIRE H05E CONNECTION 5M SHEET METAL FEG FIRE EXTIN6UI5HER CABINET 51M SIMILAR FPL FIREPLACE 5FM SINGLE PLY MEMBRANE FF FIREPROOFING SG SOLID GORE FLG FLASHING 5 SOUTH FLR FLOOR SPEC SPECIFICATIONS 50. FT_ SQUARE FEET FD FLOOR DRAIN 5.5TL 5TAINLE55 STEEL FTC, FOOTING 5TD STANDARD FND FOUNDATION SELF- TAPPING FBO FURN15HEP BY OTHERS 5TL STEEL FUR FURRING 5D STORM DRAIN / SMOKE GA GAGE, GAUGE DETECTOR GALV GALVANIZED STIR STRINGER GD GARBAGE DISPOSAL 5TRUG STRUCTURAL GC GENERAL CONTRACTOR 5H SWITCH CLAM GLULAM LAMINATED BEAM 5YM SYMMETRICAL GL GLASS, GLAZING TEL TELEPHONE C,5 GRAB BAR TV TELEVISION GNP GROUND THK THICKNESS THR THRESHOLD GHB GYPSUM WALL BOARD TBD TO BE DETERMINED HGR HANGER T46 TONGUE AND GROOVE HON HARDWARE T05 TOP OF SLAB HDR HEADER T5L TOP OF STEEL HT6 HEATING TOW TOP OF HALL HVAG HEATING/VENTILATING/ AIR TB TOWEL BAR CONDITIONING TR TRANSOM HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND INGL INCLUDED UL UNDERWRITERS LABRATORIE5 ID INSIDE DIAMETER UNO UNLESS NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR V5 VAPOR BARRIER LBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VERSALAM INT INTERIOR VERT VERTICAL JT JOINT VGT VINYL COMPOSITION TILE J5T JOIST V VOLTS JO JANITOR'S CLOSET H/D HASHER / DRYER KIT KITCHEN WG HATER CLOSET LAM LAMINATE HH WATER HEATER LVL LAMINATED VENEER LUMBER HHF HELPED HIRE FABRIC, LAV LAVATORY H WIDTH / HAT75 / HE5T LH LEFT HAND NF WIPE FLANGE L LENGTH / STEEL ANGLE WPH HINDON ya/ WITH NO WITHOUT HD HOOD HP HAT ERPROOF / HEATHERPROOF SEE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE 4 INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, 5AT15FACTORY 4 CODE COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET & SCHEDULE AS HELL AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND /OR COMMENCEMENT OF WORK. 01. DO NOT 50ALE DRAHIN65. VERIFY DIMENSIONS, FIELD CONDITIONS 4 UTILITY LOCATIONS ON51TE PRIOR TO SUBMITTAL OF 510 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 RE5OLVED 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 UNLESS NOTED OTHERWISE. GR055- 5ECTION $ VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF HALL PLATES OR BEAMS, UNLE55 NOTED OTHERHISE. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR $ CEILING CAVITIES FOR MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR MANUFACTURER/IN5TALLATION INSTRUCTION WHETHER 5HOHN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. 06. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THI5 PROJECT, HE SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT /OHNER/TENANT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 07. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES $ OBTAINING ALL PERMITS $ REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RELEVANT CODE5 GOVERNING THI5 PROJECT. 05. GENERAL CONTRACTOR $ SUBCONTRACTORS SHALL FIELD COORDINATE 4 OBTAIN APPROVAL FROM THE ARCHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY CA5T -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS HHIGH MAY, IN ANY HAY, AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. Oct. ALL NEW $ REMODEL (WHETHER ENGINEERED OR DE51GN- BUILD) ELECTRICAL, PLUMBING $ FIRE PROTECTION HORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE $ REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY $ OTHER AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. 10. 5UB5TITUTION5 OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL SUBMIT DETAILS (IF NEEDED), ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TO DETERMINE ACCEPTABILITY. 11. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR 4 HI5 SUBCONTRACTORS, VENDORS $ HORKMEN, 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 GON5ULTANVENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE 5PECIFICATION5 FOR ALL MATERIALS USED ON THI5 PROJECT. IF THERE ARE ANY CONFLICTS OR OMISSION IN THE PLANS OR 5PECIFICATION5 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 $ GRAPHIC MATERIALS FOR ANY 4 ALL EQUIPMENT, APPLIANCES, HARDWARE 4 SYSTEMS INCLUDING HARRANTIE5, INSTRUCTION MANUALS, INSTALLERS 4 MANUFACTURERS NAME 4 ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES 4 APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR HARRANTY THE CONTRACTOR FURTHER HARRANT5 AGAINST FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL 4 CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY OWNER +ARCHITECT +GONTRAGTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'S. THREE CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'S ONCE WRITTEN RFI'5 ARE RECEIVED. 15. CONTRACTOR SHALL PROVIDE 5UBMITTAL5 ELECTRONIC (OWNER+ ARCHITECT +GONTRAGTOR) TO OHNER/ARGHITECT AS PRE5GRIBED HEREIN. CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PR0PO5ED 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 LI5T AND PURCHASE L15T DEMONSTRATING 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 ASSURE A HEATHER- RE515TANT EXTERIOR ENVELOPE ASSEMBLY. SpEC 1p: 104 7 IONS, 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 HALL SUBSTRATE 15 FLAT AND FREE OF DAMAGE AND FOREIGN DEBRIS BEFORE BUILDING WRAF 15 APPLIED. SECURE BUILDING WRAP WITH NON- GORRO51VE ROOFING NAILS OR STAPLES SPACED APPROXIMATELY 5" ALONG THE TOP AND BOTTOM PLATES AND 24" APART IN THE FIELD OF THE ROLL. FASTENERS SHOULD BE OF SUFFICIENT LENGTH TO PENETRATE FRAMING OR FASTENING SUBSTRATE. ENSURE THAT FASTENERS ARE PROPERLY DRIVEN; OVER AND /OR UNDER - DRIVEN FASTENERS MAY CAUSE PULLING AROUND THE FASTENER AND DAMAGE TO THE BUILDING WRAP MATERIAL. JOINT TREATMENT: SHEATHING TAPE SHOULD BE APPLIED AT THE JOINTS OF BUILDING. FOR INTEGRATION WITH OPENINGS AND FLASHING MATERIALS, BUILDING WRAP SHOULD CONFORM TO INDUSTRY STANDARDS INCLUDING A5TM E2112 -01 AND AAMA 711 -05. TYVEK SHEATHING TAPE JEN5URE THAT THE HALL SUBSTRATE 15 FLAT AND FREE OF DUST OR MOISTURE BEFORE TYVEK SHEATHING TAPE 15 APPLIED. TYVEK SHEATHING TAPE HAS EXCELLENT GOLD HEATHER ADHE51ON AND MAY BE APPLIED DOWN TO 101/8 F (121ie G). APPLY TYVEK SHEATHING TAPE U51NO FIRM, UNIFORM PRESSURE. ;TYVEK SHEATHING MUST BE COVERED WITHIN QO DAYS OF INITIAL APPLICATION. GRACE VYGOR PLUS BUTYL SELF- ADHERED FLASHING HTTP: / /HM.NA.6RAC ECON5T RUC TION.COM ;APPLY IN FAIR HEATHER TO GLEAN AND DRY SURFACE AT AIR TEMPERATURES OF 4011/8F (41118C) OR HIGHER. APPLY DIRECTLY TO SUBSTRATE. COMPATIBLE SUBSTRATES INCLUDE HOOD, PLYWOOD, ORIENTED STRAND BOARD, EXTERIOR GYPSUM, METAL, CONCRETE AND MASONRY. INSTALL GRACE VYGOR BUTYL HITH HEATHER - RESISTIVE BARRIERS TO FORM HATER- 5HEDPING LAPS. REFER TO TECHNICAL LETTER I, CHEMICAL COMPATIBILITY WITH OTHER BUILDING MATERIALS AND SEALANTS, FOR LI5T OF COMPATIBLE HEATHER- 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. SIDING AND TRIM FASTENERS NON- GORRO5IVE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR 5GREH5 SPECIALLY DESIGNED FOR HOOD 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 151/16" 055 OR 1/2" PLYWOOD. IF U51NG 5GREH5, A MINIMUM OF 3/4" MUST PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL 51DIN6 OVER QUESTIONABLE HALL 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 H/ CRACK 150LATION MESH PAINTED N/2 GOATS OF ELA5TOMERIC PAINT. PROVIDE 'AMIGO' HEED SCREED AT ALL STUCCO BASES 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 51DIN6, TRIM, SOFFITS AND STUCCO SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXISTING FASCIA $ SOFFIT: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH FREEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 CROMHELL GRAY 51DINO: BENJAMIN MOORE, AURA LINE, HG -103 CROMHELL GRAY HINDOH5: FELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIC ELA5TOMERIC FAINT, TWO COAT5 MIN. COLOR TO MATCH BENJAMIN MOORE, 140-115,5A6 HARBOR GRAY WINDOW $ DOOR TRIM: BENJAMIN MOOR HG -103 GROMHELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 GROMHELL GRAY, ARBORGOAT, SEMITRANSPARENT STAIN DECKING: TREX ACCENTS, COLOR SHALL BE HINGHE5TER GRAY RAILING PANELS: BENJAMIN MOORE HG -103 GROMHELL GRAY, ARBORCOAT, SEMITRANSPARENT STAIN GUARDRAIL GAP: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH STONE GAP: COLORADO BUFF STONE VENEER: TELLURIDE STONE, SAGEBRUSH PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER TI.I TITLE SHEET ASI BUILDING LOCATION PLAN AO.O BASEMENT LEVEL DEMO PLAN AO. I FIRST LEVEL DEMO PLAN AO.2 SECOND LEVEL DEMO PLAN A1.0 BASEMENT LEVEL FLOOR PLAN A1.1 FIRST LEVEL FLOOR PLAN A1.2 SECOND LEVEL FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A6.1 DECK $ GUARDRAIL DETAILS A6.2 DECK � GUARDRAIL DETAILS A6.5 GUARDRAIL � EXTERIOR WALL DETAILS A6.4 FLASHING I$ WALL DETAILS A6.5 DEGK $ GUARDRAIL DETAILS A6.6 WATERPROOF I NO $ DEGK DETAILS A7.1 WINDOW DETAILS A7.2 WINDOW $ DOOR DETAILS A7.5 UNIT -15 WINDOW $ DOOR ELEVATIONS A7.4 UNIT -16 WINDOW $ DOOR ELEVATIONS A7.5 UNIT -17 WINDOW I$ DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 51.1 STRUCTURAL FRAMING WIC 12 R.' POTATO PATCH CLUB HOME OWNERS ASSOCIATION C10 MCNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD N #500 VAIL, C0,5165-7 PHONE: 170.471.6047 JEFF HANES, POTATO PATCH GLUB BOARD PRESIDENT OLUNERIS S NIT4T I V : OAC MANAGEMENT, I NC P.O. BOX 25aa EDNARDS, GO 81632 ERIK PETERSON, PRESIDENT ERI KPERTER50N @OAGM1 NG.COM PHONE: Q703a0.0165 MATT LENIS, CQAP, AC PROJECT ENGINEER MATTLENI SCE OACM I NC.COM PHONE: 720.525.2441 V I GTOR MARK DONALDSON ARCH I TECT5 P.O. BOX 5300 AVON GOLORADO 81620 PHONE: 170.a4a5200 CHRIS JUEROENS, PRINCIPAL E -MAIL: GHR15J ®VMDA.GOM MARK DONALDSON, PRINCIPAL E -MAIL: MARKD @VMDA.COM MONROE $ NEWELL ENOI NEERS, INC. P.O. BOX 15LI7 AVON, GO 81620 PHONE: 170.141.7768 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE ©MONROE- NENELL.COM 1 10 ALPINE ENGINEERING, ING P.O. BOX 17 EDNARDS, GO 81632 PHONE: LT70.a26.5575 GLENN PALMER E -MAIL: PALMER @ALPINECIVIL.COM BC1$ E 1520 NEST CANAL COURT, SUITE 240 L I TTLETON, GO 80120 PHONE: 505.550.1000 LINDA MCOONAN, PRINCIPAL E -MAIL: LINDA @BUILDINO- G -E.COM PROJECT EXTERIOR REMODEL OF AN EXISTING TWO UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD 51PING, STUCCO REPLACEMENT, REMOVAL AND REPLACEMENT OF DECKING, PECK FRAMING, GUARDRAILS AND STEPS, WINDOW AND DOOR TRIMS AND RE- PAINTING OF EXTERIOR. u NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 201 B 0 X 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 Cl) VI TOR `i ,'fir } D N Cn ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved .� 0 1 V0 1: 1 LO TITLE SHEET IJJ T1.1 zz V O o Q Qo0 11­_ Q 0�Z QO _I I- zQoz U U 0 4CE O Q 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 1 2/22/2013 1: 1 1310 TITLE SHEET 1 T1.1 UNIT 15,16, AND 17 N 42 41 4 39 38 > 7a _ 33 4 3 fi M1 - 79 81 - 241' A ' 26 { WIN 29 31 1 1 _ j r - 1 ' 30 - F 1jrr.1 a -. _ i 5 jo i 4 f _ LU R _ OU E_ 15 r ? . ; ! r i• ,�• f ,' ,i tom___ ♦ �•, e �, - -_may: - ! - -_ Ni 10 J�% 7 ♦ / r..�- 1 4 4 V r• 1, SCALE FIR-00001- I 0 2040 80 5ULDING LOGATION PLAN U xALE RE BAR 6RAPH 0 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 4:20 pm, Mar 29, 2013 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN QAI By J Mondragon at 2:21 pm, Mar 20, 2013 GODS REVIEW I. APPLICABLE G XII. 1006.1 DOORS. MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF THI5 XV. EMERGENCY ESCAPE AND RESCUE B. 2012 INTERNATIONAL BUILDING CODE SECTION. DOORS 5ERVIN6 A MEANS OF E&RE55 5Y5TEM SHALL MEET THE REQUIREMENTS OF A. 1029.1 GENERAL. IN ADDITION TO THE MEANS OF E&RE55 REQUIRED BY THI5 CHAPTER, G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE THI5 SECTION AND SECTION 1020.2. DOORS PROVIDED FOR E&RE55 PURPOSES IN NUMBERS PROVISIONS SHALL BE MADE FOR EMERGENCY ESCAPE AND RE50UE OPENIN05 IN GROUP R -2 D. 2011 NEC GREATER THAN REQUIRED BY THI5 CODE SHALL MEET THE REQUIREMENTS OF THI5 SECTION OCCUPANCIES IN ACCORDANCE WITH TABLES 1021.2() AND 1021.2(2) AND GROUP R -3 E. ALL ADOPTED TOWN OF VAIL CODES A. 1006.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE OCCUPANCIES. BASEMENTS AND 5LEEPIN6 ROOMS BELOW THE FOURTH STORY ABOVE GRADE U SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL BE SUFFICIENT FOR THE OCCUPANT PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN II. USE / OCCUPANCY LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES. CLEAR OPENIN65 OF ACCORDANCE WITH THI5 5EOTION. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, CONDOMINIUMS - RE51DENTIAL R -2 DOORWAY5 WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND EMERGENCY ESCAPE AND RE50UE OPENIN65 SHALL BE REQUIRED IN EACH 5LEEPIN6 ROOM, BUT THE STOP, WITH THE DOOR OPEN 90 DEGREES. SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. SUCH OPF-NIN65 SHALL OPEN 111. BUILDING HEIGHTS AND AREAS EXCEPTION5- DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. A. BUILDING HEIGHT ('12 IBC TABLE 503) I. THE MINIMUM AND MAXIMUM WIDTH SHALL NOT APPLY TO DOOR OPENINGS THAT ARE NOT EXCEPTIONS: R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT. PART OF THE REQUIRED MEANS OF E6RE55 IN GROUP R -2 AND R -3 OCCUPANCIES. 3. BASEMENTS WITHOUT HABITABLE SPACES AND HAVING NO MORE THAN 200 SQUARE 40' -0" 6. EXTERIOR DOOR OPENIN65 IN DWELLING UNITS AND 5LEEPIN6 UNITS, OTHER THAN THE FEET IN FLOOR AREA SHALL NOT BE REQUIRED TO HAVE EMERGENCY E50APE AND RESCUE B. BUILDING AREA ('12 IBC TABLE 503) REQUIRED EXIT DOOR, SHALL NOT BE LE55 THAN 76 INCHES IN HEIGHT. OPENIN65. R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY B. 1006.15 FLOOR ELEVATION. THERE SHALL BE A FLOOR OR LANDING ON EACH 51DE OF B. 1029.2 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPF-NIN05 SHALL HAVE A A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH 51PE OF THE MINIMUM NET CLEAR OPENING OF 5.7 5QUARE FEET. IV. APPLICABILITY ('12 IBC) DOOR. LANDIN65 SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE -FLOOR EMERGENCY ESCAPE A. RI02.6 EXISTING STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXISTING HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICAL IN 12 UNITS HORIZONTAL 2- PERCENT ( AND RESCUE OPENINGS SHALL BE 5 SQUARE FEET. ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, SLOPE). G. 1029.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENIN6 HEIGHT DIMEN5ION EXCEPT A515 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY EXCEPTIONS: SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NECESSARY BY THE I. DOORS 5ERVIN6 INDIVIDUAL DWELLING UNITS IN GROUPS R -2 AND R -3 WHERE THE THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE FOLLOWING APPLY: OPENING. PUBLIC. 1.2. SCREEN DOORS AND STORM DOORS ARE PERMITTED TO SWING OVER 5TAIR5 OR D. 1029.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS LANDIN65. SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED V. DEFINITIONS ('12 IB(,) 2. EXTERIOR DOORS AS PROVIDED FOR IN SECTION 1003.5, EXCEPTION I, AND SECTION FROM THE FLOOR. AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR 1020.2, WHICH ARE NOT ON AN ACCESSIBLE ROUTE. E. 1029.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENIN65 EXTERIOR WALLS AND FIRE WALL5) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE G. 1006.1.6 LANDIN65 AT DOORS. LANDINGS SHALL HAVE A WIDTH NOT LE55 THAN THE SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BUILDING NOT PROVIDED WITH 5URROUNDIN& WALLS SHALL BE INCLUDED IN THE BUILDING AREA WIDTH OF THE 5TAIRWAY OR THE DOOR, WHIGHEVER 15 6REATER. DOORS IN THE FULLY OPEN BARS, GRILLES, 6RATE5 OR 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES. LANDIN65 EMERGENCY ESCAPE AND RESCUE OPENIN675 PROVIDED THE MINIMUM NET CLEAR OPENING 51ZE ABOVE SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LE55 THAN 44 INCHES. COMPLIES WITH SECTION 1029.2 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE EXCEPTION: LANDING LENGTH IN THE DIRECTION OF TRAVEL IN GROUPS R -3 AND U AND FROM THE IN51DE WITHOUT THE USE OF A KEY OR TOOL OR FORGE GREATER THAN THAT WHICH I COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR WITHIN INDIVIDUAL UNITS OF GROUP R -2 NEED NOT EXCEED 36 INCHES. REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RE50UE OPENING. WHERE SUCH BARS, MORE SIDES BY EXTERIOR BUILDING WALLS OR OTHER ENCLOSING DEVICES. D. 1006.1.7 THRESHOLDS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH IN 6RILLE5, ORATES OR 51MILAR DEVICES ARE INSTALLED IN EXISTING BUILDINGS, 5MOKE ALARMS HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR 5LIDIN6 DOORS SERVING DWELLING UNITS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 907.2.11 REOARDLE55 OF THE VALUATION DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR OR 1/2 INCH ABOVE THE FINISHED FLOOR OR LANDING FOR OTHER DOORS. RAISED OF THE ALTERATION. DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH AT DOORWAYS SHALL BE F. 1029.5 WINDOW WELL5. AN EMERGENCY E50APE AND RESCUE OPENING WITH A FINISHED PURPOSES. BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL 51LL HEIGHT BELOW THE ADJACENT GROUND LEVEL SHALL BE PROVIDED WITH A WINDOW WELL I (50- PERCENT SLOPE). ACCORDANCE WITH 5EGTION5 1029.5.1 AND 10295.2 DWELLING UNIT. A SINGLE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES EXCEPTION: IN OCCUPANCY GROUP R -2 OR R -3, THRESHOLD HEIGHTS FOR 5LIDIN6 AND 6. 1029.5.1 MINIMUM SIZE. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVISIONS FOR LIVING, 5LEEPIN6, EATING, 51DE- HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BE UP TO '7 3/4 INCHES IN HEIGHT IF 9 SQUARE FEET WITH A MINIMUM DIMENSION OF 36 INCHES. THE AREA OF THE WINDOW WELL COOKING AND SANITATION. ALL OF THE FOLLOWING APPLY: SHALL ALLOW THE EMER&ENOY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. I. THE DOOR 15 NOT PART OF THE REQUIRED MEANS OF E6RE55. H. 1029.5.2 LADDERS OR STEPS. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN FIRE SEPARATION DISTANCE. THE D15TANCE MEASURED FROM THE BUILDING FACE TO ONE 2. THE DOOR 15 NOT PART ON AN ACCE551BLE ROUTE AS REQUIRED BY CHAPTER 11. 44 INCHES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STEPS. OF THE FOLLOWING: 3. THE DOOR 15 NOT PART ON AN ACCESSIBLE UNIT, TYPE "A" UNIT OR TYPE "B" UNIT. LADDERS OR RUN&5 SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT I. THE CLOSEST INTERIOR LOT LINE; E. 1006.1.6 DOOR ARRANGEMENT. SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 45 LEAST 3 INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 16 INCHES ON CENTER 2. TO THE GENTERLINE OF A STREET, AN ALLEY OR PUBLIC WAY; OR INCHES MINIMUM PLUS THE WIDTH OF A DOOR SWINGING INTO THE SPACE. DOORS IN A SERIES (O.C.) VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. THE LADDER OR STEPS SHALL 3. TO AN IMA6INARY LINE BETWEEN TWO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL 5WIN6 EITHER IN THE SAME DIRECTION OR AWAY FROM THE 5PAGE BETWEEN THE DOORS. NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL BY MORE THAN 6 INCHES. SHALL BE MEASURED AT RIGHT ANGLES FROM THE FACE OF THE WALL. EXCEPTION: 3. DOORS WITHIN INDIVIDUAL DWELLING UNITS IN 67ROUP5 R -2 AND R -3 THE LADDER OR 5TEP5 SHALL NOT BE OBSTRUCTED BY THE EMERGENCY ESCAPE AND RESCUE OTHER THAN WITHIN TYPE A DWELLING UNITS. OPENING. LADDERS OR STEPS REQUIRED BY THI5 SECTION ARE EXEMPT FROM THE STAIRWAY STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FIN15HE0 FLOOR 5URFAGE F. 1006.1.9 DOOR OPERATIONS. EXCEPT AS SPECIFICALLY PERMITTED BY THI5 SECTION REQUIREMENTS OF SECTION 1009. ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT EORE55 DOORS SHALL BE READILY OPENABLE FROM THE EORE55 SIDE WITHOUT THE USE OF A ABOVE 15: KEY OR SPECIAL KNOWLEDGE OR EFFORT. 6. 1006.1.9.2 HARDWARE HEIGHT. DOOR HANDLES, SAFTEY GLAZING ('12 IBC) I. MORE THAN 6 FEET ABOVE THE &RAPE PLANE; OR PULLS, LATCHES, LOOKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES A. 2406.3 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 2406.3.1 EACH PANE OF 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. MINIMUM AND 46 INCHES MAXIMUM ABOVE FINISHED FLOOR. LOOKS U5ED ONLY FOR SECURITY SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. MANUFAGTURER'5 PE51ONATION 5PEGIFYIN6 WHO APPLIED THE DE516NATION, THE MANUFACTURER VI. 4202 SEPARATION WALLS. WALLS 5EPARATIN6 DWELLING UNITS IN THE SAME BUILDIN6, OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS WELL AS THE WALLS SEPARATING 5LEEPIN6 UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING All. 1009 STAIRWAY5 INFORMATION SPECIFIED IN SECTION 2403.1. OR 5LEEPIN6 UNITS FROM OTHER OCCUPANCIES CONTIGUOU5 TO THEM IN THE SAME BUILDING A. 1009.4 WIDTH. THE WIDTH OF 5TAIRWAY5 SHALL BE DETERMINED AS SPECIFIED IN B. 2406.4.1 6LAZIN& IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH 5EGTION 706. SECTION 1005.1, BUT SUCH WIDTH SHALL NOT BE LE55 THAN 44 INCHES. 5WIN61N6, 5LIDIN6 AND BI -FOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: 5TAIRWAY5 5ERVIN6 AN OCCUPANT LOAD OF LE55 THAN 50 SHALL HAVE A G. 2406.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR VII. TYPES OF CONSTRUCTION (IBC '12) WIDTH OF NOT LE55 THAN 36 INCHES. OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDIN6 ELEMENTS ARE TO B. 1009.7 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL COMPLY WITH GLAZING 15 WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBC, TABLE 601 SECTIONS 1009.7.1 THROUGH 1009.7.5.3 P051TION AND WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES PRIMARY STRUCTURAL FRAME O -HOUR - -- G. 100971.1 DIMENSION REFERENCE SURFACES. FOR THE PURPOSE OF THI5 5EGTION, ALL ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXTERIOR BEARING WALLS O -HOUR - -- DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. D. 2406.4.3 6LAZIN6 IN WINDOWS. 6LAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE D. 1009.7.2 R15M HEIGHT AND TREAD DEPTH. STAIR R15ER HEI&HT5 SHALL BE 7 INCHES PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS PER '12 IBC, TABLE 602, FIRE- RE51TIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE MAXIMUM AND 4 INCHES MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LOCATION: 15 GREATER THAN 10 FT. N051NOS OF ADJACENT TREADS. RECTANGULAR TREAD DEPTHS SHALL BE II INCHES MINIMUM I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 GREATER THAN 9 SQUARE FEET. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 15 INCHES ABOVE THE FLOOR; VIII. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS NOSING. 3. THE TOP EDGE OF THE GLAZING 15 GREATER THAN 36 INCHES ABOVE THE THE FLOOR; A. 705.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE EXCEPTION: IN GROUP R -3 OCCUPANCIES; WITHIN DWELLING UNITS IN GROUP R -2 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY REQUIRED WALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, OGGUPANGIES; AND IN GROUP U OCCUPANCIES THAT ARE ACCESSORY TO INDIVIDUAL DWELLIN6 AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. BUILDIN65 ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. UNITS IN GROUP R -2 OCCUPANCIES; THE MAXIMUM RISER HEIGHT SHALL BE -15/4 INCHES; THE B. 705.5 EXTERIOR WALLS SHALL BE FIRE - RESISTANCE RATED IN ACCORDANCE WITH MINIMUM TREAD DEPTH SHALL BE 10 INCHES. A N051NO PROJECTION NOT LE55 THAN 3/4 INCH TABLES 601 AND 602 AND THI5 SECTION BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS G. 705.6.1 ALLOWABLE AREA OF OPENIN65. THE MAXIMUM AREA OF UNPROTECTED AND WHERE THE TREAD DEPTH 15 LE55 THAN II INCHES. PROTECTED OPENIN65 PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL E. 10091.4 DIMENSIONAL UNIFORMITY. STAIR TREADS AND RISERS SHALL BE OF UNIFORM NOT EXCEED THE PERGENTA&E5 SPECIFIED IN TABLE 705.6. 51ZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR EXCEPTION 2. BUILDIN65 WH05E EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALLS BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 316 INCH IN ANY AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANGE FLI6HT OF STAIRS. RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENING5. F. 1009.75.3 SOLID RISERS. R15ER5 SHALL BE SOLID. EXCEPTION: SOLID RISERS ARE NOT REQUIRED FOR 5TAIRWAY5 THAT ARE NOT REQUIRED IX. 706 FIRE PARTITIONS - WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDIN6 AS TO COMPLY WITH SECTION 1007.3, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT REQUIRED BY 5EGTION 420.2 PERMIT THE PA55AOE OF A SPHERE WITH A DIAMETER OF 4 INCHES. A. 706.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION 6. 1009.6 STAIRWAY LANDIN65. THERE SHALL BE A FLOOR OR LANDING AT TOP AND OR FLOOR/GEILIN& ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, BOTTOM OF EACH STAIRWAY. THE WIDTH OF THE LANDIN65 SHALL NOT BE LE55 THAN THE WIDTH SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANCE -RATED FLOOR/CEILIN6 OR ROOF /GEILIN6 OF THE STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM WIDTH MEASURED A55EMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. WHERE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE THE STAIRWAY HAS A 5TRA16HT RUN THE DEPTH NEED NOT EXCEED 4a INCHES. DOORS OPENING SHEATHING, DECK OR SLAB, THE SPACE BETWEEN THE GEILIN6 AND THE SHEATHING,, DECK OR ONTO A LANDING SHALL NOT REDUCE THE LANDING TO LE55 THAN ONE -HALF THE REQUIRED SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS WIDTH. WHEN FULLY OPEN THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO A 715.2 AND 715.3 AT THE PARTITION LINE. LANDING. X. 1001.1 GENERAL. BUILDIN65 OR PORTIONS THEREOF SHALL BE PROVIDED WITH A MEANS H. 1009.15 HANDRAIL5. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE AND SHALL OF EORE55 SYSTEM AS REQUIRED BY THI5 CHAPTER. THE PROVISIONS OF THIS CHAPTER SHALL COMPLY WITH SECTION 1012. WHERE OLA55 15 USED TO PROVIDE THE HANDRAIL, THE HANDRAIL CONTROL THE DE516N, CONSTRUCTION AND ARRANGEMENT OF MEANS OF EORE55 COMPONENTS SHALL AL50 COMPLY WITH SECTION 2407. REQUIRED TO PROVIDE AN APPROVED MEANS OF E&RE55 FROM STRUCTURES AND PORTIONS EXCEPTION: DECKS, PATIOS AND WALKWAYS THAT HAVE A SINGLE GHAN6E IN ELEVATION THEREOF. WHERE THE LANDING DEPTH ON EACH SIDE OF CHANGE OF ELEVATION 15 GREATER THAN WHAT 15 A. 1003.5 ELEVATION CHANGE. WHERE CHANGES IN ELEVATION OF LE55 THAN 12 INCHES REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. EXIST IN THE MEANS OF EGRESS, SLOPED 5URFAGE5 SHALL BE USED. WHERE THE SLOPE 15 6REATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE), RAMPS XIV. 1013 GUARDS GOMPLYIN6 WITH SECTION 10101 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION 15 6 A. 1013.1 6ENERAL. GUARDS SHALL COMPLY WITH THE PROVI5ION5 OF SECTIONS 1013.2 INCHES OR LE55, THE RAMP SHALL BE EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH THROUGH 10113.7. OPERABLE WINDOWS WITH 51LL5 LOCATED MORE THAN 72 INCHES ABOVE MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH MATERIALS. FINISHED &RAPE OR OTHER SURFACE BELOW SHALL COMPLY WITH SECTION 1013.6. EXCEPTIONS: B. 1013.2 WHERE REQUIRED. 6UARD5 SHALL BE LOCATED ALONG OPEN -51DED WALKING I. A SINGLE STEP WITH A MAXIMUM R15ER HEIGHT OF '7 INCHES 15 PERMITTED FOR SURFACES, INGLUDIN6 MEZZANINES, EQUIPMENT PLATFORMS, STAIRS, RAMPS AND LANDIN65 THAT BUILDIN65 WITH OCCUPANCIES IN GROUPS F, H, R -2, R -3, 5 AND U AT EXTERIOR DOORS NOT ARE LOGATEP MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW REQUIRED TO BE ACGE551BLE BY CHAPTER 11. AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 6UARD5 2. A STAIR WITH A 51N6LE R15ER OR WITH TWO RISERS AND A TREAD 15 PERMITTED AT SHALL BE ADEQUATE IN 5TRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.6. LOCATIONS NOT REQUIRED TO BE ACCESSIBLE BY CHAPTER 11, PROVIDED THAT THE R15ER5 AND G. 1013.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LE55 THAN 42 INCHES HIGH, TREADS COMPLY WITH SECTION 1009.7, THE MINIMUM DEPTH OF THE TREAD IS 13 INCHES AND AT MEASURED VERTICALLY AS FOLLOW5: LEAST ONE HANDRAIL COMPLYING WITH SECTION 1012 15 PROVIDED WITHIN 30 INCHES OF THE I. FROM THE ADJACENT WALKING SURFACES; CENTERLINE OF THE NORMAL PATH OF F-ORE55 TRAVEL ON THE STAIR. 2. ON STAIRS, FROM THE LINE CONNEGTING THE LEADING ED6E5 OF THE TREAD N051N&5 B. 10051.1 DOORS. DOORS, WHEN FULLY OPENED, SHALL NOT REDUGE THE REQUIRED 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. WIDTH BY MORE THAN 7 INCHES, DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED EXCEPTION: FOR OCCUPANCIES IN GROUP R -3 NOT MORE THAN THREE STORIES ABOVE WIDTH BY MORE THAN ONE -HALF. GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R -2 NOT EXCEPTIONS: MORE THAN THREE 5TORIF-5 ABOVE GRADE IN HEIGHT WITH SEPARATE MEANS OF EORE55, 2. THE RESTRICTIONS ON DOOR 5WIN6 SHALL NOT APPLY TO DOORS WITHIN INDIVIDUAL REQUIRED 6UARD5 SHALL NOT BE LE55 THAN 36 INCHES IN HEIGHT MEASURED VERTICALLY DWELLING UNITS AND 5LEEPIN6 UNITS OF GROUP R -2 OCCUPANCIES AND DWELLING UNITS OF R -3 ABOVE THE ADJACENT WALKING SURFACES OR ADJACENT FIXED SEATING. OOCUPANCIE5. D. 1013.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PA55A6E OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE XI. 1006.1 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INGLUDIN6 THE EXIT 015GHAR6E, REQUIRED GUARD HEIGHT. SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EORE55 E. 1013.6 WINDOW SILLS. IN OCCUPANCY 6ROUP5 R -2 AND R -3, ONE- AND TWO - FAMILY 15 OCCUPIED. AND MULTIPLE - FAMILY DWELLIN65, WHERE THE OPENING OF THE 51LL PORTION OF AN OPERABLE EXCEPTIONS: WINDOW 15 LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR OTHER 5URFAGE I. OCCUPANCIES IN GROUP U. BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT 2. A15LE AGGE55WAY5 IN GROUP A. LE55 THAN 36 INCHES ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE 3. DWELLING UNITS AND SLEEPING UNITS IN GROUPS R -1, R -2 AND R -3. WINDOW 15 LOCATED. OPERABLE 5EGTION5 OF WINDOW SHALL NOT PERMIT OPENIN65 THAT 4. 5LEEPIN6 UNITS OF GROUP I OCCUPANCIES. ALLOW PA55AOE OF A 4 -INCH- DIAMETER SPHERE WHERE SUCH OPENIN65 ARE LOCATED WITHIN 36 INCHES OF THE FINISHED FLOOR. EXCEPTIONS: 2. WINDOWS WHO5E OPENIN65 WILL NOT ALLOW A 4 -INCH- DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW 15 IN ITS LARGEST OPENED POSITION. 3. OPENIN65 THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090. 4. WINDOW5 THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVIGE5 THAT COMPLY WITH SECTION 1013.5.1 F. 1013.6.1 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH A5TM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION 1029.2 V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 BUILDING LOCATION PLAN AS1 UNIT 15,16, AND 17 V0Lo U 00 °z V o 0 Q00 Lo Q O Z 0 UU 0 Z D LLJ O� 0 � Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 BUILDING LOCATION PLAN AS1 UNIT 15,16, AND 17 OA CE3) (i) O O -- - - - - -- I I I I I I I I I I I I I I I I O 2 42.2 I O - -_- -_ � LINE OF DECK ABOVE i I r -- I O E"F I�STME * DO, DOOR- _ ' i ® c?As ME r TO REMAIN, REPLACE EXTERIOR TRIM I I ELEGTRI METER I II I O O II L _I O 00 O W 1-141 U N u- O 9 O I I ------ - - - - -- I I I I I I I I II I I I I I� I I I I � LINE OF DECK ABOVE I EXI5TIN6 DOOR, DOOR FRAME d THRE5HOLD O TO REMAIN, REPLACE EXTERIOR TRIM UNIT =l -� UNIT-16 G0 O 42.2 O 0 UNIT-16 UNIT =15 OO O 10 I I ® 6A5 ® 6A5 ELEGTRI METER w O ELECTRI METER O I I I � I I I I I I I I I I I I I O _ O I I I i O I LINE OF DECK ABOVE E) O 10 O O O 6.2 12 H 13 O I r - I I I I I I I I I I I I I I I I I Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF UAIL' By J Mondragon at 2:21 pm, Mar 20, 2013 2 42.1 14 15 16 I — J ---Q ,■ Ri 13 14 15 16 M O O O O 4THRE9110w) fMMVE EXIST_ DOOR DOOR PRAM 4THRMOD OR HHVK -- --- I EM - DOOR OR HHXH OWZ NM HASHM W BEEN WALLED. TO SHEM A21 4 A= FOR LOCATM ._..............._... __ ♦ � /ti. _ - . DOOR -_.�- -♦ _ ♦ -� _ ♦- OPERATOR aV, AS SWM DDMCLITION NOTES THE FOLLOHIN6 NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY HITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL HRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS HITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 5506 $ TABLE 5306.1. 5. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POHER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENT5 OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATINGS $ FLOOR /GEILINO A55EMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 5. PROPER TRASH REMOVAL SHALL BE COORDINATED HITH PROPERTY MANAGER. 1. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REU5E, AS NOTED IN THESE DOCUMENTS. BASDMENT LEVEL DEMO PLAN 50ALE: 5 / 16" = 1'- O" U HLI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 040 V1 TOR A K D N AFk L.2 v w O ,■ Ri 13 14 15 16 M O O O O 4THRE9110w) fMMVE EXIST_ DOOR DOOR PRAM 4THRMOD OR HHVK -- --- I EM - DOOR OR HHXH OWZ NM HASHM W BEEN WALLED. TO SHEM A21 4 A= FOR LOCATM ._..............._... __ ♦ � /ti. _ - . DOOR -_.�- -♦ _ ♦ -� _ ♦- OPERATOR aV, AS SWM DDMCLITION NOTES THE FOLLOHIN6 NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY HITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL HRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS HITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBG SECTION 5506 $ TABLE 5306.1. 5. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POHER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENT5 OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATINGS $ FLOOR /GEILINO A55EMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 5. PROPER TRASH REMOVAL SHALL BE COORDINATED HITH PROPERTY MANAGER. 1. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REU5E, AS NOTED IN THESE DOCUMENTS. BASDMENT LEVEL DEMO PLAN 50ALE: 5 / 16" = 1'- O" U HLI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 040 V1 TOR A K D N AFk MM @COPY RIG HT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 BASEMENT LEVEL DEMO PLAN 1 A0.0 UNIT 15,16, AND 17 V0LO Z w co °O °z V 0 0 Q��Q �'Q00 �- Q o zOoz UU �0 Q °Q O MM @COPY RIG HT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 BASEMENT LEVEL DEMO PLAN 1 A0.0 UNIT 15,16, AND 17 Ee (i) DN ---J J A2.2 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAl1 By J Mondragon at 2:20 pm, Mar 20, 2013 UNIT-1 UNIT-15 LZ LP OO 10 I I I I I I I I I I I O � F I 1 6.2 2 i DN 2 A22 I I i A2.1 I I I _ _ _ _ _ H 12 H 13 14 15 16 I I U' (D u --------- --- --------- --- I I I I I O O 3 I I � I I I I I I I I I DN I I I Lr I I XTlfi UNIT -16 I I I 4 5 0 O O coJ — — I I 1 1' I 1 q 10 II 12 13 14 15 16 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 HINDOH5; REMOVE DOOR FRAME 4THRE5HOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRE5HOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLASHING; SEE DETAIL I OR 2 SHEET A7.2. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN INSTALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, WOOD DECKING, DECK FRAMING, AND HOOD 5TEP5. RE: STRUCT. FOR ELEMENTS TO REMAIN. — — — — — — REMOVE EX15TINO TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR H/ WOOD CLADDING, AND OPERATOR — — — — — — REMOVE EXISTING 5T0000 5Y5TEM ON OUTER FACE OF GARDEN HALL — — — — — — ONLY, A5 SHORN DEMOS fi 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 SCHEDULE FOR DEMOLITION, IF REQUIRED BY \/AIL 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 REOUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 3306 4 TABLE 3306.1. 3. MAINTAIN EX15TINO MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REOUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE D15CONNECTED AND CAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REGUIREMENT5 OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL 5URROUND I N0 WALL 5EPARATI ON RATINGS $ FLOOR /CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONCEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 6. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY - TENANT $ BU I LD I NO) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE CLEAN AIR OR DISRUPT ADJACENT OPERATIONS. 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 8. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. a. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING I NVENTORY $ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. ILI r, u �-/ 1 j 50ALE: 3 / 16" = 1' - O" U HLI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 C 04 0 I TOR O A K D N @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 FIRST LEVEL DEMO PLAN 1 AO. 1 UNIT 15,16, AND 17 Cn Vow LJJ co T"- °z V o 0 Q oo Q Q o z UU Q °Q 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 FIRST LEVEL DEMO PLAN 1 AO. 1 UNIT 15,16, AND 17 O O O O 2 A2.2 O CD O O ct) 0 0 A2Z v� O O 10 (D 12 13 C16 i 14 15 16 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By J Mondragon at 2:20 pm, Mar 20, 2013 DEMOLITION KEY - PLAN REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 WINDOWS; REMOVE DOOR FRAME $THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRESHOLD OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW FLA5HIN6; SEE DETAIL I OR 2 SHEET A1.2. - RESET EXISTING DOOR OR WINDOW ONCE NEW FLA5HINO HAS BEEN INSTALLED. REFER TO SHEET'S A2.1 $ A2.2 FOR LOCATION. REMOVE EXISTING GUARDRAILS, HOOD DECKING, DECK FRAMING, AND HOOD STEPS. RE: 5TRUCT. FOR ELEMENTS TO REMAIN. REMOVE EXISTING TRIM AND DOOR, PREP ROUGH OPENING FOR NEW THERMACORE OVER -HEAD DOOR H/ HOOD CLADDING, AND OPERATOR REMOVE EXISTING 5TU0C0 SYSTEM ON OUTER FACE OF GARDEN WALL ONLY, AS 5HOHN DEMOLITION NOTES- THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCE5 IN PLACE. I. A 50HEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER � ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENT5 WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER '12 IBC SECTION 5506 $ TABLE 5506.1. 5. MAINTAIN EX15TINO MEANS OF EORE55 AS REQUIRED BY BUILDING OFFICIAL. 4. WHERE RECU I RED FOR DEMOLITION OR OTHER PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE P15CONNECTED AND CAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATIN65 $ FLOOR /CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONCEALED BREACHES DISCOVERED IN THE PROOF-55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 2 A2.t 6. PROTECT ALL MECHANICAL DUCTS (RETURN i SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE CLEAN AIR OR D15RUPT ADJACENT OPERATIONS. 1. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DUST, DEBRIS, $ MATERIAL5 FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 5. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. O a. MANAGE 5ALVAOE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. O O L.2 O O O ' n SEGOND LEVEL DEMO PLAN, x.�, 3/ 16._, - 0" V HLI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 SECOND LEVEL DEMO PLAN A0.2 UNIT 15,16, AND 17 V0Lo Z W °O °z V 0 0 00 �- Q o zOoz UU D O� 0 Q° Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 SECOND LEVEL DEMO PLAN A0.2 UNIT 15,16, AND 17 O O O 2 A2.2 O O I IkII7= I-t EXI5TIN6 DOOR, DOOR FRAME d THRESHOLD TO REMAIN, REPLACE I EXTERIOR TRIM I it, I I =1- I /_ NEW W ADOIT O10 I I I Ik11=f- IIf- r?. - --a _ O 6.2 1 1_211 13 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TQ WU OF VA IL By J Mondragon at 2:20 pm, Mar 20, 2013 NEW AD EX7ERIOR 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 STUGGO TEXTURE AND COLOR. 5EE DETAIL 14, 5HEET A6.3. 2 NEW WOOD 51DINO: Ix& R.S. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, A5 SHOWN ON DETAIL 14, A6.5 NEW 2x R5 CEDAR WOOD TRIM AND FA5GIA 4 RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A6.3. 4 EXISTING METAL ROOF 5HIN6LE5: TO REMAIN -NO GHANGE NO WORK. NEW DEGK/BALGONY 6 GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, 5TAINED. SEE DETAILS ON 5HEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" WINCHE5TER GRAY, BLIND NAILED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -r WINDOWS 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. q NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP 50REED. GUTTERS 4 DOWN5POUT5: REMOVE EX15TINO DOWN5POUT5 A5 O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF OARDEN WALL AND INSTALL NEW STUCCO 5Y5TEM WITH NEW STONE GAP. STONE VENEER A5 ALTERNATE. ENTRY PATIO $ OARDEN PAVERS: EXISTING PAVER SYSTEM O WALL DITION -TYP. G) _o � L.2 O O O BASE��ENT LEVEL FLOOR FLAN SCALE: 5 / 16" = I' - O" 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECESSARY, 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. 4 in —NEW WALL ADDITION V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 ��( TOR {O J ry co Lu CO co 0 Vow °z V O o r ¢VJ Q O Z O � U) - NEW WALL Q ADDITION "h LINE OF DECK ABOti �2 EXISTING DOOR, DOOR FRAME d THRE5HOLD TO REMAIN, REPLACE EXTERIOR TRIM I IkII7= I-t EXI5TIN6 DOOR, DOOR FRAME d THRESHOLD TO REMAIN, REPLACE I EXTERIOR TRIM I it, I I =1- I /_ NEW W ADOIT O10 I I I Ik11=f- IIf- r?. - --a _ O 6.2 1 1_211 13 14 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TQ WU OF VA IL By J Mondragon at 2:20 pm, Mar 20, 2013 NEW AD EX7ERIOR 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 STUGGO TEXTURE AND COLOR. 5EE DETAIL 14, 5HEET A6.3. 2 NEW WOOD 51DINO: Ix& R.S. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, A5 SHOWN ON DETAIL 14, A6.5 NEW 2x R5 CEDAR WOOD TRIM AND FA5GIA 4 RIM JOISTS: SEE EXTERIOR TRIM DETAILS ON SHEET A6.3. 4 EXISTING METAL ROOF 5HIN6LE5: TO REMAIN -NO GHANGE NO WORK. NEW DEGK/BALGONY 6 GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, 5TAINED. SEE DETAILS ON 5HEET A6.1. NEW DECKING SHALL BE "TREX ACCENTS" WINCHE5TER GRAY, BLIND NAILED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -r WINDOWS 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. q NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP 50REED. GUTTERS 4 DOWN5POUT5: REMOVE EX15TINO DOWN5POUT5 A5 O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF OARDEN WALL AND INSTALL NEW STUCCO 5Y5TEM WITH NEW STONE GAP. STONE VENEER A5 ALTERNATE. ENTRY PATIO $ OARDEN PAVERS: EXISTING PAVER SYSTEM O WALL DITION -TYP. G) _o � L.2 O O O BASE��ENT LEVEL FLOOR FLAN SCALE: 5 / 16" = I' - O" 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECESSARY, 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. 4 in —NEW WALL ADDITION V ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 ��( TOR {O J ry co Lu CO co 0 Vow °z V O o r ¢VJ Q O Z O � U) ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 11 212212013 1: 1 1310 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 15,16, AND 17 zooz U Q�� 0 212212013 1: 1 1310 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 15,16, AND 17 O O 0 O SIM. 2 A2.2 O O O 11.I.A BATH 204 LIVINO 204 UP E BEDROOM 204- I NEW WOOD 61JARDRAIL ------------------------ NEW WOOD GUARDRAIL I I � I 1 I , 1 � A22 I 4 5 6 I � I � II I 1 I � I I j I I I , I I 6.5 I � I Il .3 I 1 of 4L 1d I ' I I I I O I K I TGHEN I I I 20 I I ' OI II I I I I I. DINING 204 I'7 LG U I_ O3 BATH 2U4 I I I I I I L11 BEDROOM 204 UNIT -16 UNIT-15 OO 10 II I 16.1.3 DN I K I TCHEN up LLtl I 16.1.2 LIVING DINING 204 204 BATH ,— --------- - - - - -- u @� � I I I ' — I I I I I I O ' M ( NEW WOOD GUARDRAIL —----- -� - - -- ------------- - - - - -- --- - - - - -- I � Ab.l WATERPROOF DECK ASSEMBLY: (D -ul AMERICAN RMROTECH 5Y5TEM MONOLITHIC MEMBRANE (6125 FR) I I �^ WITH MIRACOTE MIRASTAMP OVERLAY. ALTERNATELY PROVIDE UNIT° I UN I T- 1 6) MIRAFLEX II DECK (INCLUDING RM Ill AND ROOF COVERING 5YSTEM WITH MIRASTAMP OVERLAY. (TYPICAL FOR 3 DECKS) 00 O O O O - .. I SIM. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL 1 By J Mondragon at 2:20 pm, Mar 20, 2013 EXTERIOR COLORS $ MATERIALS LEGEND O O G.2 2 A2.1 12 � 13 14 15 16 � 2 ,--------------- I I I I I I I I I I O I I I I I I I I I I O I I BEDROOM L02 204 I � I I j I I I 15 .3 I I 1 I I $ I KITG EN I I 1 �O 5 11 ' S I I I I I I 1 I LIVING DINING 204 204 Li15.1.1 O 15.11 15.I.K 15 -IJ I I I 51M. A6.1 1 A2.1 I O10 II J I� NEW HOOD GUARDRAIL 5 12 13 14 15 I6 O O TREX ACCENTS 2 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. INSTALL ALL TREX DECK IN ACCORDANCE WITH TREX 2001 INSTALLATION GUIDE COLOR TO BE WINCHESTER GRAY, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH BLIND FA5TNER. TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 2' -0" MAXIMUM SPAN RE: STRUCTURAL GRADING NOTES THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12 " /1b TO 0" 16 OF RE- GRADING NO MORE THAN 10' TO I5 44, FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 85% TO 10% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4 " /1b TO 6 " /1b BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE516N DETAIL FLA5HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME 604, TO 12"/1(' IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND 0150HAROED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS, DOWNSPOUTS $ HEAT TAPE NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING GON5TRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE 005T5 FOR: • NEW MATCHING GUTTERS, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -GHEM PRODUCTS WITH & HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY HITH NEW SUB -PANEL PER YOUR ELECTRIGIAN. OAULKS AND SEALANTS: PROVIDE COLOR COMPATIBLE EXTERIOR 51LIGONE SEALANTS APPROPRIATE FOR EACH ABUTMENT OF D1551MLAR MATERIALS FIRST LEVEL FLOOR PLAN SCALE: 3 / 16" = I' - O" V Mil- ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 040�y V1 TOR 0 A K D N NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BASE GOAT H/ CRACK ISOLATION 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 A6.3. 2 NEW HOOD 51DINO: Ix5 R.S. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, AS SHOWN ON DETAIL 14, 0Lo A6.3 NEW 2x R5 CEDAR HOOD TRIM AND FASCIA 4 RIM JOISTS: w SEE EXTERIOR TRIM DETAILS ON SHEET A6.3. °z EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 o NO WORK. rD NEW DECK /BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN o0 CEDAR, STAINED. SEE DETAILS ON SHEET Ab.l. NEW DECKING �MOW SHALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED. Q0 EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN z0 AS 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. LLJ0 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. C) CEDAR CLADDING, AND OPERATOR. C� NEW BUILDING SOFFITS UNDER LIVING AREA: SHALL BE NEW STUCCO, SEE NOTE #I, PROVIDE WEEP SCREED. GUTTER5 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. ENTRY PATIO & GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -WASH $ 5EAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. TREX DE0< EOU I DMENTS: TREX ACCENTS 2 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. INSTALL ALL TREX DECK IN ACCORDANCE WITH TREX 2001 INSTALLATION GUIDE COLOR TO BE WINCHESTER GRAY, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH BLIND FA5TNER. TREX DECKING TO BE INSTALLED BY A "TREX PRO GOLD" CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 2' -0" MAXIMUM SPAN RE: STRUCTURAL GRADING NOTES THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12 " /1b TO 0" 16 OF RE- GRADING NO MORE THAN 10' TO I5 44, FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 85% TO 10% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4 " /1b TO 6 " /1b BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE516N DETAIL FLA5HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME 604, TO 12"/1(' IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND 0150HAROED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS, DOWNSPOUTS $ HEAT TAPE NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING GON5TRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE 005T5 FOR: • NEW MATCHING GUTTERS, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -GHEM PRODUCTS WITH & HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY HITH NEW SUB -PANEL PER YOUR ELECTRIGIAN. OAULKS AND SEALANTS: PROVIDE COLOR COMPATIBLE EXTERIOR 51LIGONE SEALANTS APPROPRIATE FOR EACH ABUTMENT OF D1551MLAR MATERIALS FIRST LEVEL FLOOR PLAN SCALE: 3 / 16" = I' - O" V Mil- ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 040�y V1 TOR 0 A K D N @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2122/2013 t 1310 FIRST LEVEL FLOOR PLAN A1.1 UNIT 15,16, AND 17 Cn C) same) 0Lo w 00 °z V o 0 Q o0 Q �MOW Q0 z0 UU °z LLJ0 C) Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2122/2013 t 1310 FIRST LEVEL FLOOR PLAN A1.1 UNIT 15,16, AND 17 O O O O O 2 A2.2 O O O A6.3 tom'' O o 0 0 0 0 Ii.2.A 11.2.E �? BEDROOM O O n 4 NEW WOOD GUARD s RAILING A65 17.1 172.G DN 4 LOFT r 204 n r O O OPEN TO BELOW 2 W r 3 O �i S� O 10, 2A 16.2.8 TYR UNIT-17 UNT =& G0 O 0 A2.2 Ee DN , A2.1 UNIT-16 E O Q BEDROOM 204 OPEN TO BELOW N LOFT 204 v fV 4 ry m N O O R 10) ( II h OID II UNIT =15 15.2A DN O F U G.2 12—G 13 O BEDROOM 204 OPEN TO BELOW 12 C`I LOFT 204 13 h m 14 15 I6 W h 14 15 I6 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 2:20 pm, Mar 20, 2013 EXTERIOR OOLOS MATERIALS LEGEND NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BA5E GOAT W/ CRACK 150LATION MESH PAINTED W/ 2 GOATS OF ELASTOMERIC PAINT, CONTRACTOR 5HALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE AND COLOR. 5EE DETAIL 14, SHEET A6.3. 2 NEW WOOD 51DINO: Ix8 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, A5 5HOWN ON DETAIL 14, A6.3 NEW 2x R5 CEDAR WOOD TRIM AND FASCIA 4 RIM JOI5T5: 5EE EXTERIOR TRIM DETAILS ON SHEET A63. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY 16UARDRAIL5: 5HALL BE ROUGH 5AWN CEDAR, STAINED. 5EE DETAILS ON SHEET A6.1. NEW DECKING 5HALL BE "TREX ACCENTS" WINCHESTER GRAY, BLIND NAILED. EX15TINO WOOD SOFFIT 4 FA50IA AT ROOF: 5HALL REMAIN A515 WITH NEW PAINT. WINDOWS AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 IN5TALL NEW THERMAGORE OVERHEAD DOOR WITH Ix6 R.5. CEDAR CLADDING, AND OPERATOR. G� NEW BUILDING SOFFITS UNDER LIVING AREA: 5HALL BE NEW 5TUCGO, 5EE NOTE #1, PROVIDE WEEP 5GREED. GUTTERS $ DOWNSPOUTS: REMOVE EX15TINO DOWN5POUT5 A5 O NECESSARY AND REIN5TALL AFTER BUILDING IMPROVEMENT5 COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL STONE VENEER: REMOVE EX15TINO STUCCO ON BOTH 51DE5 OF GARDEN WALL AND INSTALL NEW 5TUCG0 5Y5TEM WITH NEW STONE GAP. 5TONE VENEER A5 ALTERNATE. ENTRY PATIO 4 GARDEN PAVERS: EX15TINO PAVER SYSTEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WA5H $ 5EAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 2 REFER TO ATTACHED COLOR BOARD FOR A21 5PECIFIGATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. K L M O O O O R 611 IN I I WA I M 0 00' - � MN 50ALE: 5 / 16' = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 15,16, AND 17 �o V0Lo � r = N w oo °z V o 0 0 0 Q 0 zOoz UU ��()�0 Lo Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 15,16, AND 17 SECOND L 8267.50' FIRST LE`r 8258.60' BASEMENI 8241.70' Approved by the Design Review Board TOWN OF >►�� By Warren Campbell at 4:21 pm, Mar 29, 2013 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOM OF UQrL By J Mondragon at 2:20 pm, Mar 20, 2013 EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF ELA5TOMERIC PAINT 2 X4-1.1 SECOND LEVEL 826755' - - - 15.2.E - - 15.1.1 15.1.6 O O O (30. EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF ELA5TOMERIC PAINT I \ FRONT ELEVATION 50ALE: 1/ 4" = I' - O" EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF ELA5TOMERIC PAINT Ir I 15.2.E 16.2.E 17.2.D 15.2.6 15.2.E O 16.2.D 16.2.6 2 O A" 15.1.2 15.1.E 15.1.3 15.1.6 15.I.B Ib.I.E 16.1.3 I6.I.G 16.I.B 11.1.2 O 17.1.E O O O F- �F-- 11 .......... e 17.2.1 7 e SECOND LEVEL 8267.55' 1-IRST LEVEL - 828.65' _ BASEMENT LEVEL 8241.&0' _ SECOND LEVEL 8267.50' i NEW DRAIN (BELOW NEW DECK) UNIT-15 U N T — 6 U N T — 6 UN T-17 x� ie �O�O � RIGHT ELEVATION GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS - ATE I ALS LE6END J NEW DEGK/BALGONY I OUARDRAIL5: SHALL BE ROUGH 5AWN I O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS 50ALE: 1/ 4 �� - 1'- O �� CEDAR, STAINED. SEE DETAILS ON SHEET A6.1. NEW DECKING COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. SHALL BE "TREX ACCENTS" WINCHE5TER GRAY, BLIND NAILED. NEW STUCCO: 20 OAUOE NETTING AND LATH REINFORCED CEMENT BASE GOAT W/ CRACK ISOLATION MESH PAINTED W/ EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN GARDEN WALL STONE VENEER: REMOVE EXISTING STUCCO ON 2 GOATS OF ELA5TOMERIC PAINT, CONTRACTOR SHALL AS 15 WITH NEW PAINT. I I BOTH SIDES OF GARDEN WALL AND INSTALL NEW STUCCO PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO SYSTEM WITH NEW STONE GAP. STONE VENEER AS ALTERNATE. TEXTURE AND COLOR. SEE DETAIL 14, SHEET A63. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 NEW WOOD SIDING: 1x8 R.5. CHANNEL LAP CEDAR SIDING RESET. 12 SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR OVER NEW 2x2 VERTICAL FURRING, AS 5HOWN ON DETAIL 14, CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH A6.3 W 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. NE OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. REFER TO ATTACHED COLOR BOARD FOR NEW 2x RS CEDAR WOOD TRIM AND FA501A $ RIM JOISTS: CEDAR CLADDING, AND OPERATOR. SPECIFICATIONS ON ALL COLORS AND MATERIALS. SEE EXTERIOR TRIM DETAILS ON SHEET A6.3. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. NEW BUILDING SOFFITS UNDER LIVING AREA: 4 EX15TINO METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 SHALL BE NEW STUCCO, SEE NOTE #1, PROVIDE WEEP 50REED. NO WORK. V HLI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 040 V1 TOR b K . D N MM @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2122/2013 t 1310 EXTERIOR ELEVATIONS a A2.1 UNIT 15,16, AND 17 M n Vow �Zwco °z V o 0 Q oo Q z O UU � z )�0 (D Q O MM @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2122/2013 t 1310 EXTERIOR ELEVATIONS a A2.1 UNIT 15,16, AND 17 SECON 8267.5 ot FIRST 8258.E SECOND LEVEL 8267.0' FIRST LEVEL _ 8258.60' BASEMENT LEVEL 8241.70' Approved by the 0 ' Design Review Board TOWN O F VAI L By Warren Campbell at 4:21 pm, Mar 29, 2013 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TUWU OF 11A1L By J Mondragon at 2:20 pm, Mar 20, 2013 UNIT =I5 117 UNIT =16 UN1T=16 UN1T=17 REAR ELEVATION 50ALE: 1/ 4" = I' - 0" CVIGTIAI/_ / LIIAAAICVG T^ Mn OA IAI CVIGTI Ali' iLI I A.fA ICe/G T^ aC CA IAITCT'1 CVIGTIAIi_ /'LIIAAAICVG Tit Mn OA IAITCr'f SECOND LEVEL 3267.0' - I RST LEVEL 3258.60' EXTERIOR GOLORS $ MATERIALS LE5END NEW STUCCO: 20 GAUGE NETTING AND LATH REINFORCED CEMENT BA5E GOAT H/ CRACK ISOLATION MESH PAINTED W 2 COATS OF ELA5TOMERIC PAINT, CONTRACTOR 5HALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR 5TU600 TEXTURE AND COLOR. 5EE DETAIL 14, SHEET A63. NEW HOOD 51DINO: 1x8 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, A5 SHOWN ON DETAIL 14, A6.3 3 NEW 2x R5 CEDAR HOOD TRIM AND FA501A $ RIM JO15T5: 5EE EXTERIOR TRIM DETAIL5 ON 5HEET A6.3. EX15TINO METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY I WARDRAIL5: SHALL BE ROUGH 5AHN CEDAR, STAINED. 5EE DETAIL5 ON 5HEET Ab.I. NEW DECKING 5HALL BE "TREX ACCENTS" HINCHE5TER GRAY, BLIND NAILED. 6 EX15TINO HOOD SOFFIT 4 FA501A AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH 1x6 R.S. CEDAR CLADDING, AND OPERATOR. NEW BUILDING SOFFITS UNDER LIVING AREA: 5HALL BE NEW STUCCO, 5EE NOTE #1, PROVIDE WEEP 56REED. io UN T= T GUTTER5 $ DOWNSPOUTS: REMOVE EX15TINO DOWN5POUT5 A5 NECE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FIN15HE5. GARDEN HALL STONE VENEER: REMOVE EXISTING STUCCO ON BOTH 51DE5 OF GARDEN HALL AND INSTALL NEW STUCCO 5Y5TEM WITH NEW 5TONE GAP. 5TONE VENEER A5 ALTERNATE. ENTRY PATIO 4 GARDEN PAVERS: EX15TINO PAVER 5Y5TEM 2 5HALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECESSARY, POWER -WASH $ SEAL WITH TWO COATS OF CLEAR MA50NRY 5EALER. REFER TO ATTACHED COLOR BOARD FOR SPEGIFIGATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. UNIfial6 LEFT ELEVATION 50ALE: 1/ 4" = I' - 0" UNIfi� 6 UNlfi�l5 V NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 11 2/22/2013 1: 1 1310 PROPOSED ELEVATIONS 1 A2.2 UNIT 15,16, AND 17 Vow �Zwco °z V 0 0 Do Lr d' Q O zOoz UU D (J� 0 Q °Q rn 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 11 2/22/2013 1: 1 1310 PROPOSED ELEVATIONS 1 A2.2 UNIT 15,16, AND 17 DEG< � GUARDRAIL FLAN COI x� ���._,_o. Ix8 R5 T$G OF-DAR HORIZONTAL SIDING i6 NEW DECK FRAMING, SEE STRUCTURAL :d- NEW BLOCKING, SEE STRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD Ix8 R5 T46 CEDAR HORIZONTAL 51DINO —1/2" GDX PLYWOOD _ 6x6 R5 CEDAR POSTS ® 6-0" OG +/- - 2x4 R5 CEDAR BOTTOM CHORD, BOTH SIDES NEW DECKING THRU -BOLTS W/ WASHERS, SEE STRUCTURAL 1 1/2" CHAMFER NEW P.T. SILL NEW CONT. 2x12 R.5. !I CEDAR FA50 1 A /TRI M c BETWEEN 6x6 POSTS EXI5TING 8 GONG. WALL NEW STUCCO SYSTEM NO FOAM GUARDRA I L SEGTION 5GALE: I" = I' - 0 " GUARDRAIL ELEVATION 50ALE: 1/ 2" = 1' - O" Ix8 RS T$G OF-PAR HORIZONTAL 51DINO m m DECK FRAMING, J o SEE STRUCTURAL 0 3x8 SMOOTH OF-DAR TOP RAIL H/ EASED TOP EDGES (MILL TO SHAPE) 2x6 R5 OF-DAR TOP CHORD, BOTH 51DE5 — Ix8 R5 T$G CEDAR HORIZONTAL 51DINO —1/2" GDX PLYWOOD 6x6 R5 CEDAR POSTS ® 6-0" OG 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 NEW DECKING THRU -BOLTS W/ WA5HER5, SEE STRUCTURAL —1 1/2" CHAMFER 2x12 R5 CEDAR FASCIA TRIM BETWEEN 6x6 POSTS 6x6 POST LOCATION, SEE STRUCTURAL PLANS GUARDRAIL SECYTICN. 50ALE: I" = I' - O" DECK i SEE 5Ti'w� i ui-,ni- 3x8 SMOOTH OF-DAR TOP RAIL H/ EASED TOP EDGES (MILL TO SHAPE) ?xb R5 CEDAR TOP 'HORD, BOTH 51DE5 xa R5 T$G CEDAR 40RI ZONTAL TIDING /2" GDX PLYWOOD �xb R5 CEDAR P05T5 P 6-0" OG +/- 2x4 R5 CEDAR BOTTOM 'HORD BOTH SIDES DECKING -BOLTS W/ WASHERS, STRUCTURAL /2" CHAMFER ---,,R FASCIA TRIM BETWEEN 6x6 P05T5 .-�-.� 5GALE: I" = I' - O" Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VAIL BY J Mondragon at 2:20 pm, Mar 20, 2013 6X6 R5 CEDAR P05T RIPPED TO 51ZE AND BOLTED TO THE — BUILDING CORNER, AS 5140WN NEW 2X CORNER TRIM i i i NEW WOOD 51DING--� i 1/2" VIA. x 10" LONG LAG BOLT W/ WASHER 3 1/2" DIA. CARRIAGE BOLT 2' -0" A6.3 0.0. 2X4 R.5. OF-DAR TOP OR _____ BOTTOM CHORD EA. SIDE Ix8 R5 T$G OF-DAR HORIZONTAL SIDING EA. 51DE - JI 1/2" COX PLYWOOD I/2" NUT W/ WASHER COUNTERSUNK 3/8" 2' -0" O.G. n 5 5GALE: 1 1/2" 1' - 0" FOS TO NALL ' -10 1/2" P OF NEW DECKING � —NEW 26 GA GALVANIZED FLA5HIN& I EX. FLOOR EXISTING RIM FRAMING, SEE A7.2 JOIST TO REMAIN STRUCTURAL NEW RIM JOIST SEE STRUCTURAL NEW DECK FRAMING rv�! BITUTHENE EXISTING G.W.B. CEILING ' 1 1/2" EXTRUDED FOAM EXISTING CONCRETE FOUNDATION i i INSULATION, TAPE ALL JOINTS EXISTING G.W.B. WALL C:�%1 2" SHOT -PINS W 2" WASHERS EXISTING FOAM TO REMAIN, a ® 24" OG PATCH AS REQUIRED t TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO 6" BELOW GRADE (4 EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EX. FLOOR FRAMING, 26 GAGE — RE: STRUCTURAL GALVANIZED PLASHING EXISTING G.W.B. CEILING--/ EXISTING CONCRETE FOUNDATION EXISTING FOAM TO REMAIN, PATCH A5- REQUIRED 4 TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLA5HIN6 TO b" BELOW GRADE NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAGE GALVANIZED "J" METAL WEEP 26 GAGE GALVANIZED FLASHING NEW CONT. 2x4 R.S. CEDAR TRIM (I4' -10 1/2" TOP OF NEW DECKING NEW VEGKIN6 NEW DECK FRAMING EXISTING RIM J015T TO REMAIN NEW RIM JOIST SEE STRUCTURAL BITUTHENE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 2" SHOT -PINS H/ 2" WASHERS ® 24" Or, )j DEG< TO WALL V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 44q ;9n.; NEW DOOR NEW DOOR FRAME NEW DOOR TRIM AND INTERIOR TRIM V0LO NEW DOOR THRESHOLD w INSTALL NEW THRESHOLD OVER NEW °z V 0 0 VYCOR SILL PAN (DETAIL I/A7.2) NEW J" AWWF PLYD DU) o THOROUGHLY CAULK NEW THRESHOLD IN Z Q -j O zOoz WR GRACE LIQUID MEMBRANE I "xl" MIN. SILL PLATE BELOW D���0 NEW THRESHOLD 4< Q ' -10 1/2" P OF NEW DECKING � —NEW 26 GA GALVANIZED FLA5HIN& I EX. FLOOR EXISTING RIM FRAMING, SEE A7.2 JOIST TO REMAIN STRUCTURAL NEW RIM JOIST SEE STRUCTURAL NEW DECK FRAMING rv�! BITUTHENE EXISTING G.W.B. CEILING ' 1 1/2" EXTRUDED FOAM EXISTING CONCRETE FOUNDATION i i INSULATION, TAPE ALL JOINTS EXISTING G.W.B. WALL C:�%1 2" SHOT -PINS W 2" WASHERS EXISTING FOAM TO REMAIN, a ® 24" OG PATCH AS REQUIRED t TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO 6" BELOW GRADE (4 EXISTING WALL 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS EX. FLOOR FRAMING, 26 GAGE — RE: STRUCTURAL GALVANIZED PLASHING EXISTING G.W.B. CEILING--/ EXISTING CONCRETE FOUNDATION EXISTING FOAM TO REMAIN, PATCH A5- REQUIRED 4 TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLA5HIN6 TO b" BELOW GRADE NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GAGE GALVANIZED "J" METAL WEEP 26 GAGE GALVANIZED FLASHING NEW CONT. 2x4 R.S. CEDAR TRIM (I4' -10 1/2" TOP OF NEW DECKING NEW VEGKIN6 NEW DECK FRAMING EXISTING RIM J015T TO REMAIN NEW RIM JOIST SEE STRUCTURAL BITUTHENE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 2" SHOT -PINS H/ 2" WASHERS ® 24" Or, )j DEG< TO WALL V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 44q ;9n.; fCOPYR IGHT Victor Mark Donaldson Architects All Rights Reserved 1 2122/2013 t : t 1310 DECK &GUARDRAIL DETAILS A6.1 UNIT 15,16, AND 17 � C) V0LO w 00 °z V 0 0 DU) o Z Q -j O zOoz UU D���0 4< Q O fCOPYR IGHT Victor Mark Donaldson Architects All Rights Reserved 1 2122/2013 t : t 1310 DECK &GUARDRAIL DETAILS A6.1 UNIT 15,16, AND 17 � DEG< S GUARDRAIL ALAN 50ALE: 1 / 2" = 1' - O" GUARDRAIL ELEVATION 50ALE: 1 / 2" = 1' - O" NEW 1/2" x 6" BOLT ANGHORS W/ WASHERS 24" O.G. 12" FROM END5 NEW BITUTHENE SYSTEM OVER TOP OF WALL ffi b" DOWN ON SIDES NEW STONE GAP CORROSIVE RE515TANT FLASHING GAP W/ DRIP, PAINTED TO MATCH NEW TYVEK HOU5EWRAP WRAP OVER TOP OF WALL $ CORNER PEDESTAL SEG THRU PEDESTAL GAP, 50ALE: I" = 1' - O" 1/2" DIA. CARRIAGE BOLT 2' -O" O.G. Ixb R5 T467 CEDAR 51DING - 1/2" GDX PLYWOOD r- Ixb R5 T$O CEDAR �F T;o�\' 2X4 R.5. CEDAR TOP OR I L BOTTOM CHORD 3 A6.3 NEW 5TUCG0 5Y5TEM LINE OF NEW STONE GAP — NEW 2x6 WALL FRAMING, A5 SHOWN 6x6 R5 P05T5 METAL BRACKET, 5EE DETAIL 3 LINE OF FOUNDATION OUTER EDGE BELOW E GORNER PEDESTAL 50ALE: 1 1/2" = I' - O" GOR ER POINT OF E 15TING FOU DATION Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL 1 BY J Mondragon at 2:20 pm, Mar 20, 2013 NEW 5TUCGO 5Y5TEM NEW I�" EXTRUDED FOAM NEW 1" PLYWOOD - 5HEATHINO NEW 2x6 WALL - FRAMINO 2X12 R5 CEDAR FA5GIA BETWEEN 6x6 POSTS 0 o NEW 51MP50N L -q0 5EE STRUCTURAL NEW TYVEK HOU5EWRAP NEW �" PLYWOOD 5HEATHING NEW 3 -2x12 TREATS BEAM; SEE 5TRUCTI 26 GAGE OALVANI. METAL WEEP 26 GAGE GALVANI. FLASHING W/ DRIP NEW 2x12 R5 CEDAI TRIM; ADD BLOCKIP PER STRUCTURAL 26 GAGE GALVANIZED 'J METAL WEEP 26 GAGE GALVANIZED FLASHING WITH DRIP NEW 2x4 R.S. CEDAR TRIM 0 0 0 0 0 0 0 0 GORRO510N- RE515TANT BOLTS OR LAO 50REW5 ANGLED CA51NO BEAD NEW 2x6 TREATED WALL FRAMING SEC,,, THRU GORNER PEDESTAL. 50ALE: 1 1/2" = 1' - O" DECK FRAMIN RE: 5TRUCTU 26 GAGE GAL FLASHING NEW 5TUCGO 5 EX NE1 26 ME' 26 NEW TYVEK HOU5EWRAP I I I 26 GAGE GALVANIZED 'J METAL WEEP 26 GAGE GALVANIZED FLASHING WITH DRIP NEW 2x4 R.5. CEDAR TRIM G OUT BACK DECKING RAL AT CORNER GOL'5 TO ALLOW GAP FOR DRAINAGE NEW BITUTHENE 5Y5TEM VANIZED Y5TEM NEW 5TUGC0 5Y5TEM NEW 1�" EXTRUDED FOAM NEW 2" PLYWOOD 5HEATHING NEW 2x6 TREATED WALL FRAMING 2X12 R5 CEDAR FA501A BETWEEN 6x6 P05T5 NEW TYVEK HOU5EWRAP NEW 2" PLYWOOD 5HEATHING NEW 3 -2x12 TREATED BEAM; 5EE STRUCTURAL 26 GAGE GALVANIZED 'J METAL WEEP 26 GAGE GALVANIZED FLASHING 2x12 R5 CEDAR TRIM; ADD BLOCKING PER STRUCTURAL 5 E C, THRU CORNER PEDESTAL. 5GALE: 1 1/2" = 1'- O" V NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 VI T o A', ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 DECK &GUARDRAIL DETAILS A6.2 UNIT 15,16, AND 17 Cn V0LO w zz V o 0 Q ��' Q Q O Lid Q O z0 UU °z O O� Q O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 DECK &GUARDRAIL DETAILS A6.2 UNIT 15,16, AND 17 1 /b" STEEL "U" PLATE W/ A a /I6" HOLE, RE: 31A6.3 1/2" DIA.x4" LAG BOLT 1/2" NUT W/ WASHER GOUNTER5INK 31b" 2' -0" O.G. 2X4 R.5. CEDAR TOP I - - - - -- - - - -- - -- — — — — — — — OR BOTTOM CHORD I 1 Ixb R5 T46 CEDAR lan HORIZONTAL I SIDING 6x6 R.5. 1/2" GDX PLYWOOD CEDAR P05T I \ Ix6 R5 T46 GEDAR VLHORIZONTAL I 51DIN6 L - - -- - - - - -- - -- — — — — — — — 2X4 R.5. CEDAR TOP OR BOTTOM CHORD LINE OF RAILIN6 1/2" DIA. CARRIA6E BOLT GAP ABOVE W/ WA5HER 2' -0" O.G. 3 A6.3 RAILING DETAIL 50ALE: 3" = 1' - O" 1/2" DIA. CARRIAGE BOLT LINE OF R/'" W/ WASHER 2' -0" O.G. GAP ABO'r 2X4 R.S. CEDAR TOP OR BOTTOM GHORD Ix6 R5 T46 CEDAR HORIZONTAL 51DIN6 1/2" GDX PLYWOOD Ixb R5 Ts6 GEDAR HORIZONTAL 510IN6 MME �m - - - -- -- - - - - -- 2X4 R.5. CEDAR TOP OR BOTTOM CHORD 1/2" NUT W/ WASHER GOUNTER5INK 315" 2' -0" O.G. 6x6 R5 CEDAR POST 1/2" DIA. THROUGH BOLT LINE OF 2X4 R.5. CEDAR LINE OF 2X4 R.5. CEDAR TOP OR BOTTOM CHORD TOP OR BOTTOM CHORD - - - - -- —- -� - - -- - - - - - -- - - - - -- - - - --1 L - - -- - - - - - -- 6x6 R.5. CEDAR P05T I /b" STEEL "U" PLATE W/ A 11/16" HOLE RE: 31A6.3 GUARDRAIL SEGTION 50ALE: 5" = 1' - O" 3 1/2" DIA. CARRIA6E BOLT A63 W/ WASHER 2' -0" O.G. — — — — — — — 2X4 R.5. CEDAR TOP — — — — — OR BOTTOM CHORD OEM Ix6 R5 T46 CEDAR HORIZONTAL SIDING 1/2" GDX PLYWOOD Ixb R5 T$6 CEDAR HORIZONTAL SIDING - - - - -- - - - - - -- — 2X4 R.5. CEDAR TOP OR BOTTOM CHORD 1/2" NUT W/ WASHER COUNTERSUNK 3/b" 2' -0" O.G. 1/2" THROUGH BOLT W/ NUT ON301, ASMIA111M "010 11 50ALE: 5" = 1'- O" TAPE ALL JOINT5 NEW STUCCO 5Y5TEM M/EK, HOUSE WRAP 1/2" EXTRUDED FOAM N5ULATION, TAPE ALL JOINTS Xl5TIN6 5HEATHIN6 CONT. NEW GALVANIZED PAINTED FLA5HIN6 W/ DRIP x CONT BAND ROUGH TRIM x12 R.5. CEDAR CONT BAND RIM r-W 5 1t-.t n C;nr-MT 50ALE: 1 1/2" = 1'- O" a a p d E,X15TIN6 CONGRETt WALL a a NEW TYVEK HOUSE WRAP 1 1/2" THICK EXTRUDED 20 6AOE 5TUCGO NETTIN6 AND LATH FOAM INSULATION, TAPE REINFORCED CEMENT BA5E GOAT W/ CRACK ALL JOINTS 150LATION MESH PAINTED W/ 2 GOATS OF ELA5TOMERIC PAINT CONTRACTOR SHALL PROVIDE MOCK -OP FOR OWNER APPROVAL FOR TEXTURE AND COLOR Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO �� HAIL By J Mondragon at 2:19 pm, Mar 20, 2013 55/411 TOP 1 /b" THK. 5TEEL "U" SHAPE BRACKET W/ 3 -1116" HOLES El l_ 1 I L 51DE I/2" � BACK 5 3/4" FRONT GUARDRAIL SECTION 5GALE: 3" = I' - O" 1/2" DIA. GARRIA6E BOLT VERIFY 2x BLOGKIN6 W/ WASHER 2' -0" O.G. a 24" VERTICALLY Ixb R.S. GEDAR 510INO 2X4 R.5. CEDAR TOP TYVEK, HOU5E WRAP OR BOTTOM CHORD I I Ixb R.5. CEDAR 5101 NO 1/2" GDX PLYWOOD EX15TINO I I 5HEATHIN6 Ixb R.S. CEDAR 2x2 5LEEPER5 SIDING Ixb R.S. GEDAR 2X4 R.S. CEDAR TOP 51 D I N6 OR BOTTOM CHORD 1/2" NUT W/ WASHER COUNTERSUNK 31b" 2' -0" O.G. 50ALE: 1 1/2" = 1'- O" EXI5TIN6 PLYWOOD NEW CEDAR Ixb R.S. CHANNEL LAP HORIZONTAL 51DIN6 ON 2x2 FURRING 5LEEPER5 AT EA. EXI5TIN6 5TUD fYVEK, HOU5E WRAP 1/2" EXTRUDED FOAM N5ULATION, TAPE ALL JOINT5 :XI5TIN6 5HEATHIN6 CONT. NEW GALVANIZED PAINTED FLA5HIN6 W/ DRIP x CONT BAND ROU6H TRIM x12 R.5. CEDAR CONT BAND RIM iFW Cn VeAn C;nr-r-;T I- P. =*-. EX15TINO WALL FRAMING 20 GAGE 5TUGC0 NETTING AND LATH REINFORCED CEMENT BA5E GOAT W/ CRACK 150LATION MESH PAINTED W/ 2 COATS OF ELA5TOMERIC PAINT CONTRACTOR SHALL PROVIDE MOCK -OP FOR OWNER APPROVAL FOR TEXTURE AND COLOR NEW TYVEK HOUSE WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINT5 (-- GUARDRAILSEGTION. .4 50ALE: 3" = I' - 0" VARIE5 a now 1 '11646 =�Hlw pop 50ALE: 1 1/2" = 1' - O" !EW CEDAR Ixb R.5. CHANNEL AP HORIZONTAL SIDING ON 1x2 FURRING 5LEEPER5 AT :A. EX15TINO STUD TYVEK, HOU5E WRAP EX15TINO 5HEATHIN6 1/2" EXTRUDED FOAM SULATION, TAPE ALL JOINT5 CONT. NEW GALVANIZED PAINTED FLASHING c CONT BAND ROUGH TRIM 2x12 R.5. CEDAR CONT. 3ELLY BAND TRIM IEW 5TUGC0 5Y5TEM 1/2" EXTRUDED FOAM SULATION, TAPE ALL JOINTS <15TIN6 5HEATHIN6 50ALE: 1 1/2" = 1'- O" EX15TINO PLYWOOD NEW Ixb GHANNI LAP R HORIZONTAL 51DIN6 EXI5TIN6 WALL FRAMING EXTERIOR WALL FINISHES 50ALE: 1 1/2" = 1'- O" NEW GALVANIZED FLA5HIN6 PAINTED TO MATCH TRIM NEW 2xb R.5. CEDAR WINDOW HEAD TRIM NEW 2xb R.5. CEDAR WINDOW JAMB TRIM EQUAL V 2X4 R.5. CEDAR BOTTOM CHORD STEEL "U" PLATE ^V A 1116" HOLE, ZE: 3/A6.3 M- ARCHITECTS 4EWTREXDEGKIN690 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 NEW Ixb R.S. CEDAR OUT5IDE CORNER TRIM C'S w NEW CEDAR Ixb CHANNEL LAP u`ni HORIZONTAL 51DINO EX15TINO 5HEATHIN6 2 LAYERS J" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW BELLY BAND FLA5HIN6 BELOW 2x2 BLOCKING 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 50ALE: 1 1/2" = 1' - O" NEW 2xb R.5. CEDAR WINDOW SILL TRIM i I 1 /b" 5TEEL "U" PLATE W/ A `/16" HOLE, SEE DETAIL Tsr� e NINDON TRN I I I 50ALE: I" = I' - O" I/2" NUT W/ WASHER NEW TYVEK HOU5E WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINTS FURRING AT ALL EX15TINO STUDS (AT SIDING WALL5 ONLY) " COUNTERSUNK 315" 2' -0" O.G. I I 1/2 DIA.x4" LAO BOLT I I 2X4 R.5. CEDAR TOP J OR BOTTOM CHORD — — — — — — — — — — — Ixb R5 T46 CEDAR LINE OF RAILING HORIZONTAL 51DINO I II � GAP ABOVE II I 1/2" GDX PLYWOOD - - - FT = I U I Ixb R5 T 46 OF-PAR HORIZONTAL 51DINO bxb R.S. I CEDAR P05T 2X4 R.5. CEDAR TOP — — — — — — — — - -- - - - - -- - - - -J OR BOTTOM CHORD 1/2" DIA. CARRIA6E LINE OF RAILING BOLT 2' -0" O.G. GAP ABOVE 3 A6.3 FT wim- 50ALE: I" = 1'- O" 970,949,5200 vmda @vmda,com GAY 0 A 0 9 0 n 9 Cn NEW CEDAR I x& EXISTING CORNER 2X2 BLOCKING CHANNEL LAP FRAMING HORIZONTAL 51DINO I I/2" EXTRUDED 2 LAYERS 4" EXTRUDED FOAM INSULATION, FOAM INSULATION, TAPE ALL JOINTS TAPE ALL JOINTS EXI5TIN6 5HEATHIN6 p TYVEK, HOUSE WRAP rlir. 2 LAYERS" EXTRUDED FOAM INSULATION, TAPE xx_ ALL JOINTS VERIFY 2x BLOCKING ® 24" VERTICALLY EX15TINO WALL FRAMING EXI5TIN6 WALL FRAMING T-rVEK, HOUSE WRAP V0LO - ------ - --- -- -------------------- - - - - -- , , , I i w 3x3 CEDAR TRIM IN51DE CORNER NEW CEDAR Ixb CHANNEL LAP HORIZONTAL SIDING 2x2 5LEEPER5 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS zz V 0 0 Q ��' , Q 0 ; j , Q a now 1 '11646 =�Hlw pop 50ALE: 1 1/2" = 1' - O" !EW CEDAR Ixb R.5. CHANNEL AP HORIZONTAL SIDING ON 1x2 FURRING 5LEEPER5 AT :A. EX15TINO STUD TYVEK, HOU5E WRAP EX15TINO 5HEATHIN6 1/2" EXTRUDED FOAM SULATION, TAPE ALL JOINT5 CONT. NEW GALVANIZED PAINTED FLASHING c CONT BAND ROUGH TRIM 2x12 R.5. CEDAR CONT. 3ELLY BAND TRIM IEW 5TUGC0 5Y5TEM 1/2" EXTRUDED FOAM SULATION, TAPE ALL JOINTS <15TIN6 5HEATHIN6 50ALE: 1 1/2" = 1'- O" EX15TINO PLYWOOD NEW Ixb GHANNI LAP R HORIZONTAL 51DIN6 EXI5TIN6 WALL FRAMING EXTERIOR WALL FINISHES 50ALE: 1 1/2" = 1'- O" NEW GALVANIZED FLA5HIN6 PAINTED TO MATCH TRIM NEW 2xb R.5. CEDAR WINDOW HEAD TRIM NEW 2xb R.5. CEDAR WINDOW JAMB TRIM EQUAL V 2X4 R.5. CEDAR BOTTOM CHORD STEEL "U" PLATE ^V A 1116" HOLE, ZE: 3/A6.3 M- ARCHITECTS 4EWTREXDEGKIN690 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 NEW Ixb R.S. CEDAR OUT5IDE CORNER TRIM C'S w NEW CEDAR Ixb CHANNEL LAP u`ni HORIZONTAL 51DINO EX15TINO 5HEATHIN6 2 LAYERS J" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW BELLY BAND FLA5HIN6 BELOW 2x2 BLOCKING 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 50ALE: 1 1/2" = 1' - O" NEW 2xb R.5. CEDAR WINDOW SILL TRIM i I 1 /b" 5TEEL "U" PLATE W/ A `/16" HOLE, SEE DETAIL Tsr� e NINDON TRN I I I 50ALE: I" = I' - O" I/2" NUT W/ WASHER NEW TYVEK HOU5E WRAP 1 1/2" THICK EXTRUDED FOAM INSULATION, TAPE ALL JOINTS FURRING AT ALL EX15TINO STUDS (AT SIDING WALL5 ONLY) " COUNTERSUNK 315" 2' -0" O.G. I I 1/2 DIA.x4" LAO BOLT I I 2X4 R.5. CEDAR TOP J OR BOTTOM CHORD — — — — — — — — — — — Ixb R5 T46 CEDAR LINE OF RAILING HORIZONTAL 51DINO I II � GAP ABOVE II I 1/2" GDX PLYWOOD - - - FT = I U I Ixb R5 T 46 OF-PAR HORIZONTAL 51DINO bxb R.S. I CEDAR P05T 2X4 R.5. CEDAR TOP — — — — — — — — - -- - - - - -- - - - -J OR BOTTOM CHORD 1/2" DIA. CARRIA6E LINE OF RAILING BOLT 2' -0" O.G. GAP ABOVE 3 A6.3 FT wim- 50ALE: I" = 1'- O" 970,949,5200 vmda @vmda,com GAY 0 A 0 9 0 n 9 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 15,16, AND 17 Cn V0LO w zz V 0 0 Q ��' P 0 Q 0 Lid Q 0 z0 °z D ���0 O) Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 GUARDRAIL & EXTERIOR WALL DETAILS 1 A6.3 UNIT 15,16, AND 17 GARAGE EXISTING WALL I� I' I� z_ � EXISTING m y SLAB I� i i y \. \ \ EXISTING \' \ \ \ FOUNDATION ____ \\ \\ X\ WALL \ \ \ \\ a \\ \\ \ i \ �A \ \ \\ ALL EXF05ED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.O." COLOR SHALL BE SANDSTONE Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA1L 1 By J Mondragon at 2:19 pm, Mar 20, 2013 FLASHING @ FOUNDATION 50ALE: 5" = 1' - O" WINDOW SILL O EXISTING 5HIM- p0 SPACE 1 1/2" EXTRUDED FOAM —NEW THIN5TONE VENEER BY" z o FREEDUM STONE, LIBERTY '' Q CHOPPED" DRYSTAGKED v z z INSULATION, TAPE ALL JOINTS aoo p] � O HATER: K z �* OLuC � -1 z WATER USED IN MORTAR OR GROUT, FOR ��' Q00 INSULATION X CD zK,,3 ? Lu Ozz APPLICATIONS CAN AL50 BE A SOURCE OF O z0 GONTAMINANT5. GLEAN POTABLE WATER FREE UU °z z EX. 2x4 WALL — FRAMING ORGANIG MATERIALS SHOULD BE USED AT ALL NEW TYVEK HOUSE WRAP Q CEMENT AS SPECIFIED BY MANUFACTURER. j GONTRAGTOR SHALL KEEP 0.1 PERCENT FREE O PLYWOOD SHEATH MORTAR. THE FREE ALKALI OF THE CEMENT SHOULD BE LE55 THAN 0.1 PERCENT OR LESS CONTACTOR SHALL FOLLOW INSTALLATION PLYWOOD SHEATHING MASONRY VENEER IN5TRUGTION5 BY M.V.M.A. PLYWOOD 5HEATHINS (MASONRY VENEER MANUFACTURERS NEW STUCCO SYSTEM I I/2" EXTRUDED FOAM IF 5HEATHING 15 NOT FLUSH W/ I j INSULATION, TAPE ALL JOINTS FOUNDATION WALL EXISTING WALL NEW TYVEK HOUSE WRAP FRAMING EXISTING WALL EXISTING PLYWOOD EX15TINO WALL NEW STUCCO SYSTEM a a PROVIDE LIOUID MEMBRANE OR z CURED POLYURETHANE SEALANT K 26 GAGE GALVANIZED "J" N N p BEDROOM i METAL WEEP = o EX15TINO FOUNDATION WALL OL z %� O O K NEW PREFIN15HE0 20 GAGE z O w z ULTRA -GLAD FLASHING W/ GARAGE z DRIP EDGE 26 GAGE GALVANIZED d i cQ z I "J" METAL WEEP NEW PREFINISHED 20 GAGE w 0 ULTRA -GLAD FLASHING z �* NEW PREFIN15HED 20 GAGE z ULTRA -GLAD FLASHING O FIN15HED GRADE �� N Z X HEN REINSTALLING EX15TINO PAVERS, `n - -- I ENSURE SLOPE OF PAVERS 1 /8" PER FOOT y ��— EXISTING FOAM INSULATION a L z AWAY FROM EXISTING BUILDING WALL (THICKNESS VARIES BY LOCATI ON) EXISTING FOUND EXISTING GRADE d FLASHING @ FOUNDATION 50ALE: 5" = 1' - O" WINDOW SILL . I NEW WINDOW UNIT EXISTING GARAGE SLAB EXISTING FOUNDATION WALL NE IV '\' 71 �//11 1/1/��\11 ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE SCREEN 50ALE: 3" = 1' - O" 4 mz EXISTING 8" GONG. FOUND. a WALL a 1 1/2" EX15TINO FOAM INSULATION a v J NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW 2x6 CEDAR ® WINDOW TRIM ONLY NEW GONT. PRE55URE TREATED 2x6 z NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLA: FIN. GRADE. ADD FILL TO ALLOW FOR P051TI DRAINAGE AWAY FROM BUILDING TO CREST O SLOPE AWAY AT I" PER 10" 'i %i \ \ %/\>, ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE. EXPOSED e WOOD TO WOOD CONNECTIONS USE COLOR MANSARD BROWN. SEE GRACE VYGOR FLASHING REOUIREMENT5 ON DETAILS 1 $ 2 ON SHEET A1.2 OF PERMIT PLANS WINDOW SILL FLASHING 50ALE: 5" = 1' - O" NEW 1/2" x4" WEDGE BOLT ANCHORS AT 24" O.G. 12" FROM END5 NEW CONTINUOUS CORROSIVE RE515TANT WEEP 50REED CORROSIVE RE515TANT FLA5HIN& GAP, PAINTED TO MATCH THE THIN -STONE VENEER 4 GAP REMOVE EXISTING STUCCO SYSTEM AND INSTALL NEW GARDEN WALL STONE GAP SCALE I" = I' - O" EXI5TI 4 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GA6E GALVANIZED "J" METAL WEEP NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW CONT. PRESSURE TREATED 2x4 NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING z NEW FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" 5Tl 6 FOAM �/.�//.\//.�//.�//.�!77 ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE FLASHING @ FOUNDATION ------ - - - -�` ( STONE GAP z 4. °o n �.4 REMOVE EXISTING STUGGO 5Y5TEM AND INSTALL STONE VENEER O STUCCO TALL NEW EXISTING G.M.U. WALL , JALL NEW CONTINUOUS CORROSIVE RE515TANT WEEP SGREED LVANIZED GARDEN WALL SEGTION 50ALE: I" = I' - O" O EXISTING 5HIM- p0 SPACE Q —NEW THIN5TONE VENEER BY" z o FREEDUM STONE, LIBERTY '' Q CHOPPED" DRYSTAGKED v z z EXISTING G.W.S. aoo p] � O HATER: K z �* OLuC � -1 z WATER USED IN MORTAR OR GROUT, FOR ��' Q00 INSULATION X CD zK,,3 ? Lu Ozz APPLICATIONS CAN AL50 BE A SOURCE OF O z0 GONTAMINANT5. GLEAN POTABLE WATER FREE UU °z z EX. 2x4 WALL — FRAMING . I NEW WINDOW UNIT EXISTING GARAGE SLAB EXISTING FOUNDATION WALL NE IV '\' 71 �//11 1/1/��\11 ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE SCREEN 50ALE: 3" = 1' - O" 4 mz EXISTING 8" GONG. FOUND. a WALL a 1 1/2" EX15TINO FOAM INSULATION a v J NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW 2x6 CEDAR ® WINDOW TRIM ONLY NEW GONT. PRE55URE TREATED 2x6 z NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLA: FIN. GRADE. ADD FILL TO ALLOW FOR P051TI DRAINAGE AWAY FROM BUILDING TO CREST O SLOPE AWAY AT I" PER 10" 'i %i \ \ %/\>, ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE. EXPOSED e WOOD TO WOOD CONNECTIONS USE COLOR MANSARD BROWN. SEE GRACE VYGOR FLASHING REOUIREMENT5 ON DETAILS 1 $ 2 ON SHEET A1.2 OF PERMIT PLANS WINDOW SILL FLASHING 50ALE: 5" = 1' - O" NEW 1/2" x4" WEDGE BOLT ANCHORS AT 24" O.G. 12" FROM END5 NEW CONTINUOUS CORROSIVE RE515TANT WEEP 50REED CORROSIVE RE515TANT FLA5HIN& GAP, PAINTED TO MATCH THE THIN -STONE VENEER 4 GAP REMOVE EXISTING STUCCO SYSTEM AND INSTALL NEW GARDEN WALL STONE GAP SCALE I" = I' - O" EXI5TI 4 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW TYVEK HOUSE WRAP NEW STUCCO SYSTEM 26 GA6E GALVANIZED "J" METAL WEEP NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW CONT. PRESSURE TREATED 2x4 NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING z NEW FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" 5Tl 6 FOAM �/.�//.\//.�//.�//.�!77 ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE FLASHING @ FOUNDATION ------ - - - -�` ( STONE GAP z 4. °o n �.4 REMOVE EXISTING STUGGO 5Y5TEM AND INSTALL STONE VENEER O STUCCO TALL NEW EXISTING G.M.U. WALL , JALL NEW CONTINUOUS CORROSIVE RE515TANT WEEP SGREED LVANIZED GARDEN WALL SEGTION 50ALE: I" = I' - O" ASSOCIATION) GARDEN WALL - ALT. 50ALE: I" = I' - O" 50ALE: 3" = I' - O" T� PLYWOOD SHEATHING EXISTING WALL BEDROOM a EXISTING FOUNDATION WALL -V 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW SIDING NEW TYVEK HOUSE WRAP BACKER ROD 4 CAULKING 0 1 11 1 NEW 2x R.5. CEDAR TRIM BOARD z L a L// ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "C.M.O." COLOR SHALL BE SANDSTONE z 1z 1/2" EXI5' NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW CONT. PRESSURE TREATED 2x4 NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLA5HINO FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" � /V/x 777777777— NEW01110 � 0 "0 -16. 50ALE: 3" = 1' - O" NEW 1/2" x4" WEDGE BOLT ANCHORS AT 24" O.G. 12" FROM ENDS NEW CONTINUOUS CORROSIVE RE515TANT WEEP 5GREED CORROSIVE RE515TANT FLA5HIN& GAP, PAINTED TO MATCH THE THIN -STONE VENEER 4 GAP ORTER SCRATCH GOAT $ ETTINO BED =W THIN -STONE VENEER GARDEN WAIT STONE C-,./AF-ALT. 50ALE: I" = 1' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com rnv AAA r_nnr_ O @COPYRIGHT z O —NEW THIN5TONE VENEER BY" z o FREEDUM STONE, LIBERTY '' CHOPPED" DRYSTAGKED V0LO z 1310 p] � O HATER: K z �* V -1 z WATER USED IN MORTAR OR GROUT, FOR ��' Q00 ,- WETTING BRICK GLEANING OR OTHER ? w APPLICATIONS CAN AL50 BE A SOURCE OF O z0 GONTAMINANT5. GLEAN POTABLE WATER FREE UU °z OF SALTS DELETERIOUS ACIDS, ALKALIES OR �0 ORGANIG MATERIALS SHOULD BE USED AT ALL TIMES. USE MINIMUM AMOUNT OF WATER IN Q CEMENT AS SPECIFIED BY MANUFACTURER. GONTRAGTOR SHALL KEEP 0.1 PERCENT FREE O ALKALI IN A PORTLAND CEMENT USED IN MORTAR. THE FREE ALKALI OF THE CEMENT SHOULD BE LE55 THAN 0.1 PERCENT OR LESS CONTACTOR SHALL FOLLOW INSTALLATION OUIDELINE5 FOR ADHERED GONGRETE MASONRY VENEER IN5TRUGTION5 BY M.V.M.A. (MASONRY VENEER MANUFACTURERS ASSOCIATION) GARDEN WALL - ALT. 50ALE: I" = I' - O" 50ALE: 3" = I' - O" T� PLYWOOD SHEATHING EXISTING WALL BEDROOM a EXISTING FOUNDATION WALL -V 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS NEW SIDING NEW TYVEK HOUSE WRAP BACKER ROD 4 CAULKING 0 1 11 1 NEW 2x R.5. CEDAR TRIM BOARD z L a L// ALL EXPOSED FLASHING SHALL BE ULTRA -GLAD, BY "C.M.O." COLOR SHALL BE SANDSTONE z 1z 1/2" EXI5' NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLASHING W/ DRIP EDGE NEW CONT. PRESSURE TREATED 2x4 NEW PREFIN15HED 20 GAGE ULTRA -GLAD FLA5HINO FIN. GRADE. ADD FILL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING TO CREST OF HILL. SLOPE AWAY AT I" PER 10" � /V/x 777777777— NEW01110 � 0 "0 -16. 50ALE: 3" = 1' - O" NEW 1/2" x4" WEDGE BOLT ANCHORS AT 24" O.G. 12" FROM ENDS NEW CONTINUOUS CORROSIVE RE515TANT WEEP 5GREED CORROSIVE RE515TANT FLA5HIN& GAP, PAINTED TO MATCH THE THIN -STONE VENEER 4 GAP ORTER SCRATCH GOAT $ ETTINO BED =W THIN -STONE VENEER GARDEN WAIT STONE C-,./AF-ALT. 50ALE: I" = 1' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com rnv AAA r_nnr_ Cn @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved C) 1 V0LO 1: 1 1310 r & WALL IJJ 00 °z V o 0 Q ��' Q00 f— Q Q O z0 UU °z D� �0 Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 FLASHING & WALL DETAILS A6.4 UNIT 15,16, AND 17 � 50ALE: 1/ 2" = I' - O" 5UARDRAIL ELEVATION SCALE: 1/ 2" = I' - O" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOW Q ��� By J Mondragon at 2:19 pm, Mar 20, 2013 O cm 0 6' -1 1/2" UPPER LEVEL RAILIN5 50ALE: I" = I' - O" NEW DOOR TRIM 2x6 SMOOTH CEDAR TOP PLATE NEW DOOR W EA5ED TOP EDGES 2X4 OF-DAR TOP RAIL THRU -BOLT W/ WASHER 5EE STRUCTURAL NEW DOOR FRAME AND INTERIOR TRI NEW DOOR THRE5HOLD 100' -0' Jk EX151NO FIN. FLOOR EX. FLOOR FRAMING, 5EE 5TRUGTURAL "INS 6.H.B. GEILIN5 EX15TINO S.H.B. HALL Y 50. BALU5TER5 @ 3 1/2" OC, PAINTED - 6x6 R.5. CEDAR P05T 2X4 CEDAR BOTTOM RAIL aa' -10 1/2" TOP OF NEW DECKINO THRU -BOLT5 H/ WA5HER5, 5EE 5TRUCTURAL _— 1 1/2" CHAMFER 2x8 R5 CEDAR FASCIA TRIM BETWEEN 6x6 P05T5 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOI NT5 NEW STUCCO 5Y5TEM SEGT. THRU UPPER RAILING 50ALE: I" = I' - O" Ixb R5 T45 CEDAR HORIZONTAL 51DINO cn DECK FRAM) 6 SEE 5TRUGTIJRAL 3x8 SMOOTH CEDAR TOP RAIL W EA5ED TOP ED6E5 (MILL TO 5HAPE) 2x(b R5 OF-PAR TOP CHORD, BOTH SIDES Ixb R5 T45 CEDAR HORIZONTAL 51DIN5 1/2" GDX PLYWOOD 6x6 R5 CEDAR P05T5 ® 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 NEW DECKING THRU -BOLT5 W/ HASHERS, 5EE STRUCTURAL —1 1/2" CHAMFER 3 -2x10 TREATED \— 2x12 R5 GEDAR FA5GIA TRIM 5EE 5TRUGTURAL BETWEEN 6x6 P05T5 EX15TINO 5" GONG. WALL BEYOND LINE OF EX15TINO GRADE GUARDRAIL 5EC_J10N SCALE: I" = I' - 0 " 6x6 R.5. CEDAR P05T5 1/2" x 1/2" TUBE STEEL RAILING PCKET5 SPACED 3 1/2" A -PART V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 2 (b TOP I LU @ 2x4 T V o 0 Do Lo Z Q _j o z0 UU °z D �o 41::c L0 Q CD chm x 0 0 �_TREX DECKING 2x8 R.5. CEDAR BELLY BAND 6' -1 1/2" UPPER LEVEL RAILIN5 50ALE: I" = I' - O" NEW DOOR TRIM 2x6 SMOOTH CEDAR TOP PLATE NEW DOOR W EA5ED TOP EDGES 2X4 OF-DAR TOP RAIL THRU -BOLT W/ WASHER 5EE STRUCTURAL NEW DOOR FRAME AND INTERIOR TRI NEW DOOR THRE5HOLD 100' -0' Jk EX151NO FIN. FLOOR EX. FLOOR FRAMING, 5EE 5TRUGTURAL "INS 6.H.B. GEILIN5 EX15TINO S.H.B. HALL Y 50. BALU5TER5 @ 3 1/2" OC, PAINTED - 6x6 R.5. CEDAR P05T 2X4 CEDAR BOTTOM RAIL aa' -10 1/2" TOP OF NEW DECKINO THRU -BOLT5 H/ WA5HER5, 5EE 5TRUCTURAL _— 1 1/2" CHAMFER 2x8 R5 CEDAR FASCIA TRIM BETWEEN 6x6 P05T5 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOI NT5 NEW STUCCO 5Y5TEM SEGT. THRU UPPER RAILING 50ALE: I" = I' - O" Ixb R5 T45 CEDAR HORIZONTAL 51DINO cn DECK FRAM) 6 SEE 5TRUGTIJRAL 3x8 SMOOTH CEDAR TOP RAIL W EA5ED TOP ED6E5 (MILL TO 5HAPE) 2x(b R5 OF-PAR TOP CHORD, BOTH SIDES Ixb R5 T45 CEDAR HORIZONTAL 51DIN5 1/2" GDX PLYWOOD 6x6 R5 CEDAR P05T5 ® 6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 NEW DECKING THRU -BOLT5 W/ HASHERS, 5EE STRUCTURAL —1 1/2" CHAMFER 3 -2x10 TREATED \— 2x12 R5 GEDAR FA5GIA TRIM 5EE 5TRUGTURAL BETWEEN 6x6 P05T5 EX15TINO 5" GONG. WALL BEYOND LINE OF EX15TINO GRADE GUARDRAIL 5EC_J10N SCALE: I" = I' - 0 " 6x6 R.5. CEDAR P05T5 1/2" x 1/2" TUBE STEEL RAILING PCKET5 SPACED 3 1/2" A -PART V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 I DECK &GUARDRAIL I DETAILS A6.5 UNIT 15,16, AND 17 V0Lo LU T"_ 00 °z V o 0 Do Lo Z Q _j o z0 UU °z D �o 41::c L0 Q CD chm @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 I DECK &GUARDRAIL I DETAILS A6.5 UNIT 15,16, AND 17 BETWEEN SLAB CONCRETE TOPPING SLAB HYDRODRAIN (OPTIONAL) APPROVED PROTECTION MM 6125 -FR OR STD. SECTION THRIJ DECK 11 11 oil ad c d A p a C v w d ° Q FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCEMENT MONOLITHIC MEMBRAN 3125 =X -FLASH F, =X -FLASH UN OR HER APPROVED NFORCEMENT NOLITHIC MEMBRAN '5 STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TC COATING OF MONOLITHIC MEMBRANE 6125. NO REINFORCING SHOUI BE LEFT EXPOSED OVERNIGHT. NOTES: WHEN DOW STYROFOAM IS INSTALLED DIRECTLY UNDER AN IMPERVIOUS SURFACE (i.e., TOPPING SLAB, SETTING BED, ETC.) AN AIR LAYER ( HYDRODRAIN) MUST BE INSTALLED ON TOP OF THE FOAM. IF HYDRODRAIN OR INSULATION IS TO BE INSTALLED UNDER ASPHALT PAVEMENT A COMPACTED STONE BASE IS REQUIRED. CONTACT HYDROTECH FOR ADDITIONAL SUGGESTIONS REGARDING PLACEMENT OF ASPHALT PAVEMENT DIRECTLY OVER MM 6125. ARCHITECTURAL PAVER PEDESTAL DOW STYROFOAM INSULATION HYDRODRAIN HYDROFLEX 30 OR OTHER APPROVED PROTECTION COURSE MONOLITHIC MEMBRANE 6125 (125 MILS) SURFACE CONDITIONER FLEX -FLASH F MONOLITHIC MEMBRANE 6125 (90 MILS) FABRIC REINFORCED ASSEMBLY FOR NEW CONCRETE SUBSTRATES AND ALL REHAB APPLICATIONS STEP 1 STEP 2 MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING MONOLITHIC MEMBRANE 6125 FLEX -FLASH F, FLEX -FLASH UN OR OTHER APPROVED REINFORCING H""rDROTEGH MONOLITHIG MEM5RANE 50ALE: NOT TO 50ALE Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL' By J Mondragon at 2:19 pm, Mar 20, 2013 EXI5TIN6 2X10 m 24'0.0. TO REMAIN; SEE 5TRUGT. FLASHING C DEG< 50ALE: 3" = 1' - O" NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR THRESHOLD NEW �" AWWF PLYD. SILL PLATE BELOW NEW THRESHOLD EX. FLOOR FRAMING, SEE A7.2 STRUCTURAL EXISTING G.W.B. CEILING ' EXISTING CONCRETE WALL EXISTING G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH AS REGU I RED $ TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO 6" BELOW GRADE d NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL PAN (DETAIL I/A7.2). SET PAN IN A HEAVY URETHANE SEALANT NEW 3/4" T46 PLYWOOD 5HEATHINO GLUED $ 50REWED NEW MIRAFLEX II OR HYDROTECK5 MONOLITHIC MEMBRANE 6125 FR DEGKIN6 SYSTEM W/ MIRASTAMP OVERLAY ----------------------------- - - - - -- T.O. NEW DECKING EXISTING DECK FRAMING TO REMAIN SEE STRUCTURAL GALV FLASHING BITUTHENE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 2" SHOT -PINS w/ 2" WASHERS ® 24" OG 50ALE: 1 1/2" = 1' - O" MIRACOTE CLEAR SEALER MIRACOTE MPC DECORATIVE FINISH COATS Cn PLYWOOD: EXTERIOR GRADE 5/8" SHEETING, FULLY BLOCKED, GLUED AND SCREWED -NO DEFLECTION. GUARDRAIL SEGTION 50ALE: "iSSUARDIF IL.5EGTION STUD DRYWALL WALL INTERIOR FINISH STUCCO WATERPROOFING PAPER 7" STUCCO SCREED (WEEP SCREED) PLYWOOD SHEATING 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 4 MIRACOTE MEMBRANE A (FABRIC REINFORCED OPTIONAL) TWO COATS -25DFT SLOPE: 1/4" [rERFT. METAL STAPLE 1/2" X 1" (22 PER SF) EXPANDED METAL GALVANIZED LATH #1.75 MIRACOTE REPAIR MORTAR (RM) CONTINUOUS BEAD OF APPROVED SEALANT e 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 0I) KRAGOTE II DEGKING SYSTEM, SCALE: NOT TO 50ALE U 1�1►. ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 04 V( TOUR b k �n � ^% NEW FIBERGLASS GRATE @COPYRIGHT 3x8 SMOOTH CEDAR TOP Victor Mark Donaldson NEW 6" WIDE BY 17/8" DEEP BY OWNER Architects All Rights RAIL w/ EASED TOP j' ALUM. GUTTER. CONTRACTOR TO EDGES (MILL TO SHAPE) T FIELD VERIFY LENGTH PRIOR T 1: 1 1310 WATERPROOFING & DECK NEW TYVEK HOUSE WRAP ORDERING. 00 °z V o 0 �.,,,.�...... NEW 1 1/2" EXTRUDED FOAM TT-1 T T - -.- — _ 108' -7 3/4" __ Q0 0 2x6 RS CEDAR TOP CHORD, BOTH SIDES j INSULATION, TAPE ALL JOINTS EXIST. DECK EDGE (V.I.F) Q O z / 26 GA SHEET METAL z 1x8 R5 T$G CEDAR LLJ fj�0 NEW SIDING FLA5HIN5 PER 5PEC'5 HORIZONTAL SIDING Q BOTH SIDES 26 GAGE GALVANIZED "J" a METAL WEEP BLOCKING 1/2" GDX PLYWOOD m 26 CA SHEET METAL FLASHING APPLIED PER SPECIFICATIONS NEW MIRAFLEX II OR HYDROTEGH MONOLITHIC 6x6 R5 CEDAR PO5T5 MEMBRANE 6125 FR W/ MIRASTAMP OVERLAY 6' -O" or, +/- NEW CONT. 2x4 R.5. CEDAR SEE DETAIL 546 SHEET A6.6 TRIM 2x4 RS CEDAR BOTTOM NEW 3/4 T40 CHORD BOTH 51 DES NEW MIRAFLEX II OR HYDROTEGH MONOLITHIC PLYWOOD SHEATHING - NEW 26 GA METAL FLASHING MEMBRANE 6125 FR W/ MIRA5TAMP OVERLAY. 6 m SEE DETAIL 5 SHEET A6.6. SLOPED I/4" PER I' -O" to O/ 2X TRIM BOARD NEW 3/4" T46 PLYWOOD SHEATHING T T T T 108' -7 3/4" EXIST. DECK EDGE SLOPED 1/4" PER I' -O° 108' -10 I/4" @ WALL w nuuunuunmuuwnumm�umnmumu NEW 2x8 m 16 O.G.,5EE 5TRUG THRU -BOLTS W/ WA5HER5, �.A111 NEW BLOCKING 0 0 SEE STRUCTURAL 2x14 R5 CEDAR FASCIA TRIM EXISTING 6X6 POST EXI5TIN6 2X10 m 24'0.0. TO REMAIN; SEE 5TRUGT. FLASHING C DEG< 50ALE: 3" = 1' - O" NEW DOOR FRAME AND INTERIOR TRIM NEW DOOR THRESHOLD NEW �" AWWF PLYD. SILL PLATE BELOW NEW THRESHOLD EX. FLOOR FRAMING, SEE A7.2 STRUCTURAL EXISTING G.W.B. CEILING ' EXISTING CONCRETE WALL EXISTING G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH AS REGU I RED $ TAPE JOINTS, FASTEN NEW GALVANIZED SHEET METAL FLASHING TO 6" BELOW GRADE d NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYGOR SILL PAN (DETAIL I/A7.2). SET PAN IN A HEAVY URETHANE SEALANT NEW 3/4" T46 PLYWOOD 5HEATHINO GLUED $ 50REWED NEW MIRAFLEX II OR HYDROTECK5 MONOLITHIC MEMBRANE 6125 FR DEGKIN6 SYSTEM W/ MIRASTAMP OVERLAY ----------------------------- - - - - -- T.O. NEW DECKING EXISTING DECK FRAMING TO REMAIN SEE STRUCTURAL GALV FLASHING BITUTHENE 1 1/2" EXTRUDED FOAM INSULATION, TAPE ALL JOINTS 2" SHOT -PINS w/ 2" WASHERS ® 24" OG 50ALE: 1 1/2" = 1' - O" MIRACOTE CLEAR SEALER MIRACOTE MPC DECORATIVE FINISH COATS Cn PLYWOOD: EXTERIOR GRADE 5/8" SHEETING, FULLY BLOCKED, GLUED AND SCREWED -NO DEFLECTION. GUARDRAIL SEGTION 50ALE: "iSSUARDIF IL.5EGTION STUD DRYWALL WALL INTERIOR FINISH STUCCO WATERPROOFING PAPER 7" STUCCO SCREED (WEEP SCREED) PLYWOOD SHEATING 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 4 MIRACOTE MEMBRANE A (FABRIC REINFORCED OPTIONAL) TWO COATS -25DFT SLOPE: 1/4" [rERFT. METAL STAPLE 1/2" X 1" (22 PER SF) EXPANDED METAL GALVANIZED LATH #1.75 MIRACOTE REPAIR MORTAR (RM) CONTINUOUS BEAD OF APPROVED SEALANT e 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 0I) KRAGOTE II DEGKING SYSTEM, SCALE: NOT TO 50ALE U 1�1►. ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 04 V( TOUR b k �n � ^% Cn @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 It V0LO 1: 1 1310 WATERPROOFING & DECK LIJ 00 °z V o 0 Q Q0 0 Q Lid Q O z O 0 z LLJ fj�0 Q O a @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 It 2/22/2013 1: 1 1310 WATERPROOFING & DECK DETAILS 1 A6.6 UNIT 15,16, AND 17 'TYVEK' HOUSE WRAP OVER MTL FLASHING EXISTING PLYWOOD NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW I x8 CHANNEL LAP HORIZONTAL SIDING 26 GAGE GALVANIZED PAINTED FLASHING UNDER VYGOR 4 TYVEK HOUSE WRAP Ix WINDOW TRIM 2x5 FURRING AROUND ROUGH OPENING BACKER ROD W/ — GAULKING WINDOW FRAME — WINDOW MEAD DETAIL 50ALE: 511 = 11 oil WINDO TRIM /CA51NG INSULATIONS fl- 0 1 WIN. SILL BELOW 'TYVEK' HOUSE X. WRAP RAMI NEW WINDOW --------------- ----- EXISTING 50REEN PLYWOOD NEW Ix5 CHANNEL LAP HORIZONTAL SIDING NEW WINDOW NEW 1 1/2" RIGID EXTRUDED BACKER ROD 4 FOAM INSULATION CAULKING 2x5 R.S. CEDAR NEW WINDOW WINDOW TRIM FLASHING 2 A7. ,IA�5 DETAIL. 50ALE: 3" = 1'- O" WINDOW GLAZING M OVER MTL FLASHING NEW I I /2" RIGID I - - INSULATION UNIT - SYSTEM V0LO 'TYVEK' HOU5E WRAP WINDOW FRAME s Al. 51 LL DAM OVER MTL FLASHING V / WOOD ' �J EXISTING PLYWOOD WINDOW SILL TRIM /CASING ROUGH OPENING BACKER ROD W/ —j O NEW 1 1/2" RIGID CAULKING INSULATION EXTRUDED FOAM O - - /" NEW WINDOW FLASHING Q INSULATION INSULATION INSULATION NEW STUCCO 5Y5TEM RE: 2/A1.2 r s EX. 2x4 WALL FR,4MINGL FRAMING Ix WINDOW TRIM G.W.B. Ix4 HORIZONTAL ? G.W.B. SLEEPERS 24" O.G. 2x6 FURRING AROUND °'' WINDOW ROUGH OPENING 26 GAGE GALVANIZED - E EXISTING PAINTED FLASHING 'TYVEK' HOUSE HEADER UNDER VYGOR 4 TYVEK WRAP HOUSE WRAP _- 2x5 WINDOW TRIM 'i 2x5 FURRING AROUND CHANNEL LAP ROUGH OPENING WOOD 51DIN6 Fs, NEW 1 1/2" RIGID J'' EXTRUDED FOAM TRIM /CASING BACKER ROD W/ IM /CASING INSULATION GAULKINC WINDOW FRAME EXISTING PLYWOOD NEW WINDOW DETAIL. I NEW WINDOW I UNIT UNIT 1 SCREEN WINDOW GLAZING SCREEN MEAD DETAIL 50ALE: 511 = 11 oil WINDO TRIM /CA51NG INSULATIONS fl- 0 1 WIN. SILL BELOW 'TYVEK' HOUSE X. WRAP RAMI NEW WINDOW --------------- ----- EXISTING 50REEN PLYWOOD NEW Ix5 CHANNEL LAP HORIZONTAL SIDING NEW WINDOW NEW 1 1/2" RIGID EXTRUDED BACKER ROD 4 FOAM INSULATION CAULKING 2x5 R.S. CEDAR NEW WINDOW WINDOW TRIM FLASHING 2 A7. ,IA�5 DETAIL. 50ALE: 3" = 1'- O" WINDOW GLAZING M OVER MTL FLASHING NEW I I /2" RIGID I EXTRUDED FOAM INSULATION UNIT NEW 1/2" STUCCO SYSTEM V0LO 2b GAGE GALVANIZED WINDOW FRAME UNDER VYGOR 4 TYVEK Al. 51 LL DAM HOUSE WRAP V o WOOD 2x8 WINDOW TRIM �J BACKER ROD 4 WINDOW SILL TRIM /CASING ROUGH OPENING BACKER ROD W/ —j O CAULKING CAULKING `.■■, O� O NEW WINDOW FLASHING Q INSULATION RE: 2/A1.2 EX. 2x4GKALL FIN. FLOOR FR Ix WINDOW TRIM -1 2x6 FURRING AROUND WINDOW ROUGH OPENING j E 'TYVEK' HOUSE WRAP _- NEW I XS CHANNEL LAP WOOD 51DIN6 NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD SILL DETAIL. 50ALE: 3" = 1'- O" NEW WINDOW UNIT SCREEN D 5 SILL DAM A7.2 - WOOD WINDOW SILL TRIM /CASING G.W.B. INSULATION EX. 2x4 WALL FRAMING BEAD DETAIL 2 SCALE: 3" = 1' - O" WINDO TRIM /GA51NG INSULATION G.W.B. EX 2x4 WIN. SILL BELOW . 'TYVEK' HOUSE FRAMING WRAP I II II )�J� II I NEW _WINDOW_ EXISTING 50REEN PLYWOOD~--- - - - - -- I ------------- - - - - -- --------------------- NEW STUCCO 5Y5TEM - NEW WINDOW NEW I I/2" RIGID EXTRUDED BACKER ROD � FOAM INSULATION GAULKINC 2x5 R.S. CEDAR NEW WINDOW WINDOW TRIM FLASHING 2 7. �AM5 DETAIL 2 50ALE: 3" = 1'- O" WINDOW GLAZING WINDOW FRAME BACKER ROD 4 CAULKING QT2 . NEW WINDOW FLASHING Ix WINDOW TRIM 2x6 FURRING AROUND WINDOW ROUGH OPENING 'TYVEK' HOUSE WRAP NEW STUCCO 5Y5TEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION EXISTING PLYWOOD SILL DETAIL. ,V WINDOW T REEN SILL DAM JOOD JINDOW SILL ZIM /GA51NG .W.B. 4SULATION X. 2x4 WALL RAMING 'TYVEK' HOUSE WRAP M OVER MTL FLASHING NEW I I /2" RIGID EXTRUDED FOAM INSULATION UNIT NEW 1/2" STUCCO SYSTEM V0LO 2b GAGE GALVANIZED PAINTED FLASHING UNDER VYGOR 4 TYVEK Al. 51 LL DAM HOUSE WRAP V o WOOD 2x8 WINDOW TRIM �J 2x5 FURRING AROUND' WINDOW SILL TRIM /CASING ROUGH OPENING BACKER ROD W/ —j O CAULKING WINDOW FRAME WINDOW GLAZING 5 T U G0 ■ ■••••i EXISTINGWALL l HEADER r NEW WINDOW UNIT 5GREEN )HEAD DETAIL 50ALE: 3" = 1'- O" WINDOW TRIM/CASINO- EXISTING WALL G W B FURRING T T EXISTING 5" GONG. FOUND. WALL NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 'TYVEK' HOUSE WIN. 51LL BELOW NEW WINDOW SCREEN BACKER ROD 4 NEW STUCCO 2x5 R.S. CAULKING SYSTEM CEDAR WINDOW TRIM 2x6 FURRING AROUND WINDOW ROUGH OPENING ,IA��5 DETAIL. 5 50ALE: 3" = 1' - O" WINDOW GLAZING WINDOW FRAME CAULKING NEW FLASHING 2x 5 WINDOW TRIM 2x6 FURRING AROUND WINDOW ROUGH OPENING 'TYVEK' HOUSE WRAP -OVER 'J METAL WEEP NEW 1/2" STUCCO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION GALVANIZED J -METAL NEW WINDOW UNIT 5GREEN 51LL DAM EXISTING 5" GONG. FOUND. WALL WEEP EXISTING GRADE NJ SILL DETAIL. 5 50ALE: 3" = 1'- O" - G.W.B. EX. WALL FURRING TRIM /CASING NEW WINDOW WINDOW SILL EXISTING SHIM SPACE EXISTING G.W.B. INSULATION EX. 2x4 WALL FRAMING WINDOW GLAZIN( WINDOW FRAM BACKER ROD W GAULKINC Ix WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING 2 NEW WINDOW A7 FLASHING BACKER ROD V GAULKI N( WINDOW FR* WINDOW GLAZIN( Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN UAIL By J Mondragon at 2:19 pm, Mar 20, 2013 4EW WINDOW INIT TRIM /CASING 4EW WINDOW INIT 5GREEN SILL /HERD DETAIL 50ALE: 3" = I' - O" TRIM /CASING INSULATION WIN. SILL BELOW 'TYVEK' HOUSE WRAP _- NEW_WINDOW _ EXISTING 50REEN PLYWOOD _____________ NEW STUCCO SYSTEM NEW WINDOW NEW 1 1/2" RIGID EXTRUDED BACKER ROD 4 FOAM INSULATION CAULKING 2x5 R.5. CEDAR NEW WINDOW WINDOW TRIM FLASHING 2 A7. ,IA� DETA I L. 94 50ALE: 3" = I' - O" WINDOW GLAZING WINDOW FRAME BACKER ROD $ - GAULKI NG Ix WINDOW TRIM 2x6 FURRING AROUND ROUGH OPENING NEW R.5. Ix5 T46 HORIZONTAL 51DINO NEW 1 1/2" RIGID " EXTRUDED FOAM INSULATION 'TYVEK' HOU5E WRAP -OVER MTL FLA5HING- EXI5TING PLYWOOD 26 GAGE GALVANIZED PAINTED FLASHING UNDER VYGOR t TYVEK HOUSE WRAP 2x FURRING NEW 2x12 R.5. CEDAR DECORATIVE BAND/TRIM EXISTING FLOOR FRAMING EXISTING SOFFIT TO BE REPAIRED OR REPLACED AND PAINTED SILL DETAIL. 4 50ALE: 3" = I' - O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com M NEW WINDOW UNIT in V0LO SCREEN w Al. 51 LL DAM zz V o WOOD Q P Q WINDOW SILL TRIM /CASING LO r Z Q —j O zooz UU `.■■, O� O Q INSULATION EX. 2x4GKALL FIN. FLOOR FR EXISTING FLOOR FRAMING EXISTING SOFFIT TO BE REPAIRED OR REPLACED AND PAINTED SILL DETAIL. 4 50ALE: 3" = I' - O" 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 2/22/2013 1: 1 1310 WINDOW DETAILS 1 A7.1 UNIT 15,16, AND 17 M in V0LO w oo zz V o 0 Q P Q Q O LO r Z Q —j O zooz UU `.■■, O� O Q O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 WINDOW DETAILS 1 A7.1 UNIT 15,16, AND 17 TIE -IN WITH HEATHER RE515TIVE BARRIER: I. INTEGRATE INSTALLATION OF HEATHER RESISTIVE BARRIER HI TH GRACE VYGOR PLUS TO FORM WATER -5HEDD I NO LAPS 2. RIPCORDOHA5 BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND /OR COORDINATION OF OTHER TRADES 3. SCORE AND FOLD HEATHER RF-515TIVE BARRIER ABOVE HEADER TO ALLOW FOR ORAGE VYGOR PLUS INSTALLATION 4. INSTALL ORAGE VYGOR PLUS HEAD FLASH I NO UNDER HEATHER RE515TIVE BARRIER; MEGHANIGALLY FASTEN AS NEGE55ARY 5. FOLD HEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL 51DE ED6E5 WITH HEATHER RESISTIVE BARRIER TAPE OR GRACE Vl'COR PLUS 0 MECHANICALLY FASTEN AS NEGE55ARY IN CORNERS THROUGH ORAGE VYGOR PLUS O GRACE VYGOR PLUS EXISTING PLYWOOD NEW STUCCO 5Y5TEM 1 1/2" 5TYROF( IN5ULA' IlJ rWlM / /`.nalKl/ Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) Tf1UUN OF V } By J Mondragon at 2:19 pm, Mar 20, 2013 EXTERIOR SHEATHINO FOLD UP HEATHER MEGHANIGALLY FASTEN AS NEGESS RESISTIVE BARRIER AND IN CORNERS THROUGH 5RAGE \/YGOR f TEMPORARILY SECURE PLUS SILL DAM 0 0 2 P SILL PLATE HEATHER RE515TIVE BARRIER (CHECK ° ° �� (SEE VGRDET -106 FOR LOCAL BUILDING CODE FOR REQUIREMENT5) ° OPTIONS) sM Vcr-2Oi eV� �� All-GRACE VYGORNER OR ° 1 VYGOR PLUS CORNER PATCH RECOMMENDED �P (5EE VGRDET -507 OR VGRDET -504 FOR ° OPTIONS) O / O GRAGE \/YGOR PLUS O4 0 \' E' -'s VYGOR PLUS SEAL TOP OF J015T5 UNDER DECKING �I NOTES: (SEE VGRDET -301) A. VISIT GRACECON5TRU0TION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORDOCAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION DO NOT FLASH OVER BOTTOM G. INSTALL GRACE VYGOR PLUS IN ORDER AS SHOWN BY NUMBERS NA I L I NC FLANGE D. MECHANICALLY FASTEN AS NEGE55ARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYGOR BUTYL DOOR FLASHING 50ALE: NOT TO 50ALE n DOOR JAMS ✓J 50ALE: 3' = Ib WINDOW TRIM /CASING WIN. SILL BELOW NEW WINDOW 50REEN TYVEK' HOUSE — WRAP NEW WINDOW _/ 2x R.5. CEDAR WINDOW TRIM WIN. SILL BELOW NEW WINDOW SCREEN BACKER ROD 4 CAULKING 2xb FURRING AROUND WINDOW ROUGH OPENING WINDOW JAMB =TYP. 50ALE: 3" = P -0" NEW WINDOW NEW TRACK FA5TENER5NEW 2xb TRACK SHIM/NAILER NEW 2xb TRACK 5HIM/NAILER- G.W.B: 'T'r i EX. 2x4 WALL FRAMING HOUSE WRAP EXISTING PLYWOOD .. ............................... /00 1/2" NEW STUCCO SYSTEM NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION 2x8 R.S. CEDAR WINDOW TRIM NEW DOOR TRACK 4 ROLLER 5Y5TEM NEW OVERHEAD GARAGE DOOR z i' Ix R.5. CEDAR CLADDING 2xb DOOR ROUGH FRAMING/NAILER ✓�'�✓ III' � i 50ALE: 3" = I' -0" NEW Ix4 DOOR STOP W/ WEATHER STRIPPING 2x8 R.5. CEDAR FIN. JAMB TRIM GRACE VYCORNER TM OR CORNER PATCH RECOMMENDED (SEE VGRDET -507 OR VGRDET -504 FOR OPTIONS) 4 NOTES: A. VISIT 5RA0EGON5TRUGTION.GOM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL GRAGE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR WEATHER RE515TIVE BARRIER REGUIREMENT5 AND INSTALL ORAGE VYGOR PLUS WITH HEATHER RE515TIVE BARRIER TO FORM HATER- 5HEDDIN6 LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYGOR BUTYL WINDOW FLASHING SIMILAR WINDOW FLASHING SCALE: NOT TO 50ALE 2xb FURRING AROUND ROUGH OPENING 1 1/2" FOAM INSULATION IN5TALL GRACE VYCOR, A5 5HOWN HERE AND ON DETILAL 1 it 2 A7.4 U ARCHITECTS 90 W BENCHMARK ROAD SUITE 20l BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com r A Y 0A0 ;9A; M 0 moo) 0LO EX. 2x4 = w 00 WALL 0 Z O FRAMING Q O Q Q �Qoo INSTALL Ixl 5TRIP AT SILL, Q O \' FULL WIDTH) A5 DAM U z °z / /// �■■■� W O j O Q Lf') EX. 2x4 O WALL FRAMING WINDOW SILL FLASHING, SCALE: NOT TO SCALE @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2122/2013 1: 1 1310 WINDOW &DOOR DETAILS A7.2 UNIT 15,16, AND 17 r m O m m Q* m 21-101/411 15.2.E WOGD 3' 1/2" 15.1.6 WOGD ELEVATIONS VIEWED FROM EXTERIOR m 15.0.1 E 2'- 101/4" 11/2" 2'- 101/4" v m 51-11/211 1 1/2" 51-11/211 15.2.E m Nil �11 i r m At CUP 15.2.6 WOGD m 15.2.8 WOGD 15.1.1 W 15.1 .H SEGOND LEVEL WINDOWS c HI 2 I 11 UNIT# DOOR# 4.1.2 FLOOR LE\/EL 41-51/211 15.2.D FIRST LEVEL WINDOWS -r' -1011 31- 101/4" 11/2" 31- 10114" v m 51-11/211 1 1/2" 51-11/211 15.2.E m Nil �11 i r m At CUP 0LO m =5.0. 15.1.1 W 15.1 .H zz m 0 0 cm Qo0 Q Ln ihm Q FIRST LEVEL WINDOWS -r' -1011 31- 101/4" 11/2" 31- 10114" v m 31- 101/4" 11/2" 31- 101/4" 15.2.E m Nil �11 i r WOGD At CUP 0LO =5.0. =55.0. W 15.1.8 zz BASEMENT LEVEL WINDOWS Q4 r t u m 0 UNIT# WINDOW# 4.0.A FLOOR LEYI =L m m m a- 3' -11/2" 11/6211 I5.1.L II'-7 1/2" 51-11/211 11/211 3' -1 1/2" I5.1.K IS.I.J 3' -Q 1/2" m _I 15.1.E a n u v m 31- 101/4" 11/2" 31- 101/4" 15.2.E m Nil �11 i r WOGD At m m m a- 3' -11/2" 11/6211 I5.1.L II'-7 1/2" 51-11/211 11/211 3' -1 1/2" I5.1.K IS.I.J 3' -Q 1/2" m _I 15.1.E a n u oe Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 2:19 pm, Mar 20, 2013 N ACCORDANCE WITH 2012 I RG FOR 2 -UNIT BUILDINGS, AND 2012 1 BC FOR 5 -UNIT BUILDINGS; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EOUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. OLAZ I NO: CARDINAL LOW ''E 366'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEET I NO THE REOU I REMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SOUARE FEET. B. MINIMUM OPENA5LE HE I OHT SHALL BE 24" G. MINIMUM OPENAE3LE WIDTH 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 WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY OLAZ I NO 15 REG2U 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 NG SURFACE OF THE TUB. E. OLAZ I NO ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 WITHIN 24'' OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60'' ABOVE FIN. FLR. F. OLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. -1. CONTRACTOR TO VERIFY ROUGH OPEN I NOS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. PROVIDE ADD FOR IGYNAR FINISH FOR ALL EXTERIOR WINDOWS. WINDOW OPEN I NO CONTROL DEV 1 CES SHALL COMPLY W 1 TH THEIR RESPECTIVE GORE. (SEE SECTION 1015.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IR(::,) I I/2" 11/211 „ I -4 I -q 3 -8 I -q 7 00 I IV 31- 101/4" 11/2" 31- 101/4" 4 m i r m At CUP 0LO 15.1.6 W 15.1.8 zz V oe Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 2:19 pm, Mar 20, 2013 N ACCORDANCE WITH 2012 I RG FOR 2 -UNIT BUILDINGS, AND 2012 1 BC FOR 5 -UNIT BUILDINGS; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EOUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. OLAZ I NO: CARDINAL LOW ''E 366'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEET I NO THE REOU I REMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SOUARE FEET. B. MINIMUM OPENA5LE HE I OHT SHALL BE 24" G. MINIMUM OPENAE3LE WIDTH 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 WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY OLAZ I NO 15 REG2U 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 NG SURFACE OF THE TUB. E. OLAZ I NO ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 WITHIN 24'' OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60'' ABOVE FIN. FLR. F. OLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. -1. CONTRACTOR TO VERIFY ROUGH OPEN I NOS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. PROVIDE ADD FOR IGYNAR FINISH FOR ALL EXTERIOR WINDOWS. WINDOW OPEN I NO CONTROL DEV 1 CES SHALL COMPLY W 1 TH THEIR RESPECTIVE GORE. (SEE SECTION 1015.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IR(::,) I I/2" 11/211 „ I -4 I -q 3 -8 I -q 7 00 12 V.I.F. 2 1/2 15.2.0 4 m m At oe Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 2:19 pm, Mar 20, 2013 N ACCORDANCE WITH 2012 I RG FOR 2 -UNIT BUILDINGS, AND 2012 1 BC FOR 5 -UNIT BUILDINGS; 1. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EOUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. OLAZ I NO: CARDINAL LOW ''E 366'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEET I NO THE REOU I REMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SOUARE FEET. B. MINIMUM OPENA5LE HE I OHT SHALL BE 24" G. MINIMUM OPENAE3LE WIDTH 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 WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY OLAZ I NO 15 REG2U 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 NG SURFACE OF THE TUB. E. OLAZ I NO ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 WITHIN 24'' OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60'' ABOVE FIN. FLR. F. OLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. -1. CONTRACTOR TO VERIFY ROUGH OPEN I NOS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. PROVIDE ADD FOR IGYNAR FINISH FOR ALL EXTERIOR WINDOWS. WINDOW OPEN I NO CONTROL DEV 1 CES SHALL COMPLY W 1 TH THEIR RESPECTIVE GORE. (SEE SECTION 1015.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IR(::,) I I/2" 11/211 „ I -4 I -q 3 -8 I -q 7 00 IS.I.F NOTE: T VERIFY EXACT SIZE LOGAT 1 ON IN m FIELD -MATCH EXI STI NO . 1' -4" i 15.1 .D 2' -10" UNIT -15 WINDOW 8 DOOM ELE\) 'TIONS 50ALE: 1/ 2" = 1'- O" U ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX UP SMS At CUP 0LO Z W CO zz V 0 0 cm Qo0 Q Ln ihm Q 0 z UU Z) IS.I.F NOTE: T VERIFY EXACT SIZE LOGAT 1 ON IN m FIELD -MATCH EXI STI NO . 1' -4" i 15.1 .D 2' -10" UNIT -15 WINDOW 8 DOOM ELE\) 'TIONS 50ALE: 1/ 2" = 1'- O" U ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX UP SMS @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 UNIT 15 WINDOW &DOOR ELEVATIONS MA7.31 UNIT 15,16, AND 17 0 CUP 0LO Z W CO zz V 0 0 Q Qo0 Q Ln ihm Q 0 z UU Z) �■■� 0 Q � Q 0 d■ @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 UNIT 15 WINDOW &DOOR ELEVATIONS MA7.31 UNIT 15,16, AND 17 2' -10 1/4" IC .2.B via CD in ELEVATIONS VIEWED FROM EXTERIOR 2'- 101/4" 112 2'- 101/4" � m 12 21/2 16.2.E - WOGD WOGD -MMA D IS.I.iG Vow IC .I.J 16.2.D WO CD 16.2.G WOGD = 0 LLJ CO t u UNIT# DOOR# 4.1.2 FLOOR LEVEL UNIT# WINDOW# 4.O.A FLOOR LEVEL � m 12 21/2 16.2.E - WOGD WOGD -MMA D IS.I.iG UNIT# WINDOW# 4.O.A FLOOR LEVEL cn f 16.2.0 d n c u� � m r 12 21/2 16.2.E m � WOGD m -MMA D cn f 16.2.0 d n c 2' -10" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIF BY J Mondragon at 2:19 pm, Mar 20, 2013 2' -8" 2' SEGOND LEVEL WINDOWS 16.1.1 16.1.2 16.1.3 D 0 (5 E N E R A L N 0 T E S 7' -8 1/2" 3' -01 1/2" 1 u2 3' -4 1/2" , I6.I.H I6.1.G ICI 31-011 21-111 e FIRST LEVEL WINDOWS 11' -1 1/2" 3' -a 1/2" 11/211 3' -a I/2" 11/211 3' -a 1/2" 12 21/2 O m 16. LE m -MMA D 2' -10" Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIF BY J Mondragon at 2:19 pm, Mar 20, 2013 2' -8" 2' SEGOND LEVEL WINDOWS 16.1.1 16.1.2 16.1.3 D 0 (5 E N E R A L N 0 T E S 7' -8 1/2" 3' -01 1/2" 1 u2 3' -4 1/2" , I6.I.H I6.1.G ICI 31-011 21-111 e FIRST LEVEL WINDOWS 11' -1 1/2" 3' -a 1/2" 11/211 3' -a I/2" 11/211 3' -a 1/2" 3'- 101/4" I I/2" 3'- 101/4" 16. LE -MMA D IS.I.iG Vow IC .I.J IC .I.I = 0 LLJ CO zz V 0 0 Q 7' -10" 3' -10 1/4" 1 1a2 3' -10 I/4" O 16.0.1 BASEMENT LEVEL WINDOWS O 3' -4 1/2" m 16.1 .A L 16.2.A N ACCORDANCE N I TH 2012 18C FOR 2 —UNIT BU I LD I NOS, AND 2012 1 BC FOR 5—UNIT BU I LD 1 NOS; I. WINDOWS AND DOORS SHALL BE JELD -WEN, FELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. OLAZ I NO: CARDINAL LOW "E 566'' INSULATED GLASS 3. PERFORMANCE VALUES: U VALUE = .32 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETI NO THE REaU I REMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SQUARE FEET. B. MINIMUM OPENABLE HE I OHT SHALL BE 24" G. MINIMUM OPENABLE WIDTH 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 WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFETY OLAZ I NO 15 REQU 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 SURFAGE OF THE TUB. E. OLAZ I NO ADJACENT TO � DOOR WHERE THE OLAZ I NO I S WITHIN 24" OF EITHER EDGE OF THE DOOR AND 15 LESS THAN 60" ABOVE FIN. FLR. F. GLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. -1. CONTRACTOR TO VERIFY ROUGH OPEN I NOS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND W I NDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDER I NO. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOCD" - WINDOW OPEN I NO CONTROL DEV I GES SHALL COMPLY W 1 TH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC, OR SECTION 8312.2.2 OF THE 2012 IRC,) - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 16.I.D 16.1.E 16.1.E 16.2.A 1' -4" m m 16.1.E T m I I/2" 31-811 11/2" 11-ctil 3'- 101/4" I I/2" 3'- 101/4" 16. LE -MMA D Vow = 0 LLJ CO zz V - WINDOWS AND DOORS HAVE BEEN REPLACED. REMOVE AND RESET 16.I.D 16.1.E 16.1.E 16.2.A 1' -4" m m 16.1.E T m I I/2" 31-811 11/2" 11-ctil 16. LE -MMA D Vow NOTE: VERIFY EXACT SIZE LOCATION IN FIELD -MATCH EXISTING. 1' -4" 16.1 .D U WINDOW S DOOR ELEVATIONS SCALE: I / 2" = I' - O" U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 UNIT 16 WINDOW & DOOR ELEVATIONS A7.4 UNIT 15,16, AND 17 -MMA D Vow = 0 LLJ CO zz V 0 0 Q P 0 Q 0 Q O zQoz UU Z) �■■� 0 Q � Q O d■ @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 2/22/2013 1310 UNIT 16 WINDOW & DOOR ELEVATIONS A7.4 UNIT 15,16, AND 17 m Q 0 m m 0 to n�w c C s "uw ELEVATIONS VIEWED FROM EXTERIOR 2'-lo l/4" Irt.2.A AOGD 2' -10 1/4" NO= 3' -a 1/2" I li/2" 51-51/211 n.i.H 2' -1" c i Q UNIT# DOOR# 4.1.2 FLOOR LEVEL UNIT# W I NDOW# 4.O.A FLOOR LEVEL 11' -1 1/2" 3' -41/2" 1 11/2" 3' -41/2" 11/11 i/2 3' -91/2" li.l .K 01V1� ,I FIRST LEVEL WINDOWS .. ol u� � m 31- 101/4" 11/2" 31- 101/4" WINDOWS AND DOORS SHALL BE JELD —WEN, FELLA, EAGLE OR EQUAL WOOD FRAME A/ - METAL CLAD EXTERIOR. COLOR BROWN. i I�IOGD 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE 11' -1 1/2" 3' -41/2" 1 11/2" 3' -41/2" 11/11 i/2 3' -91/2" li.l .K 01V1� ,I FIRST LEVEL WINDOWS BASEMENT LEVEL WINDOWS d cr 3' -4 1/2" 0 u .. ol FOR 5 -UNIT BU I LP I NO S; 31- 101/4" 11/2" 31- 101/4" WINDOWS AND DOORS SHALL BE JELD —WEN, FELLA, EAGLE OR EQUAL WOOD FRAME A/ METAL CLAD EXTERIOR. COLOR BROWN. i OLAZ I NO: CARDINAL LOW ''E 566'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE Vow OPERABLE ESCAPE WINDOW MEET I NO THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SQUARE FEET. = B. MINIMUM OPENABLE HE I OHT SHALL BE 24" CO G. MINIMUM OPENABLE WIDTH SHALL BE 20" V BASEMENT LEVEL WINDOWS d cr 3' -4 1/2" 0 u O 1"1.1.3 D 0w Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 2:18 pm, Mar 20, 2013 (5 E N E R A L N 0 T E 55 N ACCORDANCE Jul I TH 2012 I RG FOR 2 -UNIT BU I LP I NO S, ANN 2012 15G FOR 5 -UNIT BU I LP I NO S; 31- 101/4" 11/2 3'- 101/4" WINDOWS AND DOORS SHALL BE JELD —WEN, FELLA, EAGLE OR EQUAL WOOD FRAME A/ METAL CLAD EXTERIOR. COLOR BROWN. i r OLAZ I NO: CARDINAL LOW ''E 566'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE Vow OPERABLE ESCAPE WINDOW MEET I NO THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SQUARE FEET. = B. MINIMUM OPENABLE HE I OHT SHALL BE 24" CO G. MINIMUM OPENABLE WIDTH SHALL BE 20" V O 1"1.1.3 D 0w Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By J Mondragon at 2:18 pm, Mar 20, 2013 (5 E N E R A L N 0 T E 55 - WINDOWS AND DOORS HAVE BEEN REFLAGED. REMOVE AA17 RESET Irt.O.I Irt.l.l 1.1.2 1.2.1 1.1.3 1�.2.B 1.2.0 1' -4" m m 1 1/2" 31-811 1 1/2" 1 -411 NOTE: VERIFY EXACT SIZE $ LOGAT I ON I N m FIELD -MATCH EX I ST I NC . I' -4" 3' -0" O 2' -10" UNIT-17 WINDOW DOOR ELEVATIONS U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com GAY 0 A 0 9 0 n 9 N ACCORDANCE Jul I TH 2012 I RG FOR 2 -UNIT BU I LP I NO S, ANN 2012 15G FOR 5 -UNIT BU I LP I NO S; I. WINDOWS AND DOORS SHALL BE JELD —WEN, FELLA, EAGLE OR EQUAL WOOD FRAME A/ METAL CLAD EXTERIOR. COLOR BROWN. 2. OLAZ I NO: CARDINAL LOW ''E 566'' INSULATED OLASS 3. PERFORMANCE VALUES: U VALUE = .52 SHOD = .20 4. EVERY SLEEP I NO ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE Vow OPERABLE ESCAPE WINDOW MEET I NO THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPEN I NO OF 5.1 SQUARE FEET. = B. MINIMUM OPENABLE HE I OHT SHALL BE 24" CO G. MINIMUM OPENABLE WIDTH SHALL BE 20" V D. THE SILL MUST BE NO MORE THAN 44'' ABOVE THE FLOOR. 5. SAFETY OLAZ I NO SHALL BE DETERMINED B`1' THE WINDOW SUPPLIER —ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE. SAFET`r OLAZ I NO 15 REQU I RED AT: T- A. STORM DOORS Q B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. zQoz G. AT ALL SHOWER AND TUB DOORS UU D. ALL OLASS IN TUBS AND SHOWERS LESS THAN 60'' ABOVE 0 THE STAND I NO SURFACE OF THE TUB. E. OLAZ I NO ADJACENT TO A DOOR WHERE THE OLAZ I NO 15 WITHIN 24'' OF EITHER EDGE OF THE DOOR AND 15 LESS THAN � 60'' ABOVE FIN. FLR. F. OLASS WITHIN 18" OF THE FLOOR. 6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. —1. CONTRACTOR TO VERIFY ROUGH OPEN I NOS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDER I NO. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOGD" — AI NDOA OPEN I NO CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION 8312.2.2 OF THE 2012 IRC) - WINDOWS AND DOORS HAVE BEEN REFLAGED. REMOVE AA17 RESET Irt.O.I Irt.l.l 1.1.2 1.2.1 1.1.3 1�.2.B 1.2.0 1' -4" m m 1 1/2" 31-811 1 1/2" 1 -411 NOTE: VERIFY EXACT SIZE $ LOGAT I ON I N m FIELD -MATCH EX I ST I NC . I' -4" 3' -0" O 2' -10" UNIT-17 WINDOW DOOR ELEVATIONS U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com GAY 0 A 0 9 0 n 9 0 Vow NOTE: VERIFY EXACT SIZE $ LOGAT I ON I N m FIELD -MATCH EX I ST I NC . I' -4" 3' -0" O 2' -10" UNIT-17 WINDOW DOOR ELEVATIONS U NIL ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com GAY 0 A 0 9 0 n 9 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 UNIT 17 WINDOW & DOOR ELEVATIONS 1 A7.5 UNIT 15,16, AND 17 0 Vow = LLJ CO zz V 0 0 Q Q00 Q T- 1= Q 0 zQoz UU 0 �■■� 0 Q � Q O d■ @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 2/22/2013 1: 1 1310 UNIT 17 WINDOW & DOOR ELEVATIONS 1 A7.5 UNIT 15,16, AND 17 r- g rw n R Q �Y e .sr _3 r na rs 4 21 G. SEISMIC SITE CLASS D CATEGURY B S5 .035 y1 .008 BASIC SEISMIC FORCE RESISTING SYSTEM IS NA H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODEE 2012 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS., A. THE STRUCTURAL ENGINEER POES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTROCTION; SIKH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIPIC,ALLY WAIVED BY THE BUILDING OFFICIAL. 1, SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN- PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORC = STEEL, INCLUDING PLACEMENT, b. PERIODIC VERIFICATION OF USE 0 REQUIRED DESIGN MIX.. r. CONTINUOUS INSP0 TION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE, 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3, b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERioorc INSPECTIONS ARE MADE OF WORK IN PR06RESS; AND A VISUAL INSPECTION OF ALL WELDS I5 MADE PRIOR TO COMPLETION OR. PRIOR TO SHIPMENT OF SHOP MELDING. 1. SINGLE PASS FILLET WELDS NOT ERIC €EDING SI16" IN 'SIZE, c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS, 3. FOUNDATIONS A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN I5 1509 PSF. THE CDNTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSVMCV? B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING, ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTR.ACTUR WITH APPROVAL OF SOIL5 ENGINEER AND ALL BOTTOMS OF FODTINCS SHVIL BE A MEINIMUMS OF 48" BELOW EXTERIOR GRADE., C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL Of COMPACTED TO 95% (MINIMUM) MYODIFIED PROCTOR DENSITY PER ASTM 01557 UNLESS OTHERWISERECOMMENDED BY SOILS ENGINEER, D. CENTER ALL FADTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. COATRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENdSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY RE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRET 44 CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX WIC RATIO % AIR REQ, FOOTINGS/FOUNDATIONS WALLS 3080 psi STD - -- - -- EXTERIOR CONCRETE 4590 psi STD 0.45 6%-8% B. FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOCKS FOR DOWELS UNLESS NOTIV OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. S. REINFORCEMENT A. ALL REINFORCING SHALL HE HIGH - STRENGTH DEFORMED BARS CONFORMING TO AST. A615, GRA[]E 69 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS 'WHICH SHA..I sk DEFORMED 'BARS, ASTM DESIGNATION ASS, GRADE Q OR ASTM A706 GRADE 60. B. R, INFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 34' Z. CONCRETE POU8ED IN FORMS (EXPOSED TO WEATRER OR EARTH) 2' C, REINFORCEMENT PLACEMEN7 AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF AhCI 318, LATEST EDITION. A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Ft = 700 PSI 2" 70 4" THICK - 6' AND WIDER NO. 2 Fb = 900 PSI S" THICK - 5" AND WIDER NO, 1 F = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS- AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES B. ALL WOOD MEMBERS THAT WILL BE WITHIN 1B INCHES OF FINAL GRACES (SOIL) SHALL BE TREATED, C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY COOL ALL CONNECTIONS AND MAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). 06 P'ROVID1 METAL CROSS BRIDGING NOT OVER B' ON CENTER FOR ALL 2X WOOD IOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIR €D. E. FASTEN ALL 'WOOD MEMBERS WITH COMMON MAILS ACCORDING TO THE IBC SCHEDULE TABLE 2394 -9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SMALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET, 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED SY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, k f, FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS.. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MER50 , G. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD- 1- PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS Of THE AMERICAN PLYWt]OD ASSOCIATION. 2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS Of U,S, PRODUCTS S7ANaDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE.. 8. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 8. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Monroe & Newell En inners, Inc. Avon i. i I i i I Xti i t °' "i-,r 010403 Drown By W C Reviewed for Code Compliance Project No. 9020 ReOsbns Lu CO Code: 2012 International Residential Code (IRC)1' F— 11 U) TOWN OF V41L � BY J Mondragon at 2:18 pm, Mar 20, 2013 CL GENERAL NOTES 0 W 1. LIFE LOADS USED IN DESIGN: G. STRUCTURRAL STEEL A. ROOF (SNOW) <4 /12 SLOPE 100 PSF A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE 6EAMS ROOF (SNOW) >4/12 SLOPE 0 PSF WHICH SHALL CONFORM TO ASTM 992, (SO KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM ,A53 AND TUBE COLUMNS TO ASTM ASO9, GRADE B, LATEST B. TYPICAL FLOOR 40 PSF EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRACIE Se AT HI.S OPTION. MISCELLANEOUS EMBEDDED ITERS SHALL BE A36 STEEL. C. TYPICAL DECK 100 PSF B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MIINIMUM SNUG TIGHT D. IMPORTANCE FACTORS CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED EATE64RY 1101 OTHERWISE. SEISMIC FACTOR IE 1.0 SNOW FACTOR IS 10 C. STRUCTURAL STEEL SHALL BE DETAILED AND FADRI'CATED IN ACCORDANCE WITH THE WING FACTOR IW 1.0 LATEST PROVISIONS OF RISC "MANUAL OF STEEL CONSTRUCTION." E. WIND D- ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY 3 SECOND GUST 90 STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -01.1. EXPOSURE B E. MINIMUM 'WELDS TO BE PER RISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS F. SNOW FILLET UNLESS NOTED OTHERWISE. :SNOW EXPOSURE FACTOR Cie 1.9 7. WOOD THERMAL FACTOR Cat 1.0 G. SEISMIC SITE CLASS D CATEGURY B S5 .035 y1 .008 BASIC SEISMIC FORCE RESISTING SYSTEM IS NA H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODEE 2012 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS., A. THE STRUCTURAL ENGINEER POES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTROCTION; SIKH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIPIC,ALLY WAIVED BY THE BUILDING OFFICIAL. 1, SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN- PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORC = STEEL, INCLUDING PLACEMENT, b. PERIODIC VERIFICATION OF USE 0 REQUIRED DESIGN MIX.. r. CONTINUOUS INSP0 TION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE, 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3, b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERioorc INSPECTIONS ARE MADE OF WORK IN PR06RESS; AND A VISUAL INSPECTION OF ALL WELDS I5 MADE PRIOR TO COMPLETION OR. PRIOR TO SHIPMENT OF SHOP MELDING. 1. SINGLE PASS FILLET WELDS NOT ERIC €EDING SI16" IN 'SIZE, c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS, 3. FOUNDATIONS A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN I5 1509 PSF. THE CDNTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSVMCV? B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING, ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTR.ACTUR WITH APPROVAL OF SOIL5 ENGINEER AND ALL BOTTOMS OF FODTINCS SHVIL BE A MEINIMUMS OF 48" BELOW EXTERIOR GRADE., C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL Of COMPACTED TO 95% (MINIMUM) MYODIFIED PROCTOR DENSITY PER ASTM 01557 UNLESS OTHERWISERECOMMENDED BY SOILS ENGINEER, D. CENTER ALL FADTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. COATRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENdSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY RE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRET 44 CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX WIC RATIO % AIR REQ, FOOTINGS/FOUNDATIONS WALLS 3080 psi STD - -- - -- EXTERIOR CONCRETE 4590 psi STD 0.45 6%-8% B. FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOCKS FOR DOWELS UNLESS NOTIV OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. S. REINFORCEMENT A. ALL REINFORCING SHALL HE HIGH - STRENGTH DEFORMED BARS CONFORMING TO AST. A615, GRA[]E 69 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS 'WHICH SHA..I sk DEFORMED 'BARS, ASTM DESIGNATION ASS, GRADE Q OR ASTM A706 GRADE 60. B. R, INFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 34' Z. CONCRETE POU8ED IN FORMS (EXPOSED TO WEATRER OR EARTH) 2' C, REINFORCEMENT PLACEMEN7 AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF AhCI 318, LATEST EDITION. A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Ft = 700 PSI 2" 70 4" THICK - 6' AND WIDER NO. 2 Fb = 900 PSI S" THICK - 5" AND WIDER NO, 1 F = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS- AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES B. ALL WOOD MEMBERS THAT WILL BE WITHIN 1B INCHES OF FINAL GRACES (SOIL) SHALL BE TREATED, C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY COOL ALL CONNECTIONS AND MAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). 06 P'ROVID1 METAL CROSS BRIDGING NOT OVER B' ON CENTER FOR ALL 2X WOOD IOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIR €D. E. FASTEN ALL 'WOOD MEMBERS WITH COMMON MAILS ACCORDING TO THE IBC SCHEDULE TABLE 2394 -9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SMALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET, 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED SY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, k f, FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS.. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MER50 , G. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD- 1- PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS Of THE AMERICAN PLYWt]OD ASSOCIATION. 2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS Of U,S, PRODUCTS S7ANaDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE.. 8. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 8. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Monroe & Newell En inners, Inc. Avon i. i I i i I Xti i t °' "i-,r Date 010403 Drown By W C PM Project No. 9020 ReOsbns Lu CO F— U) CL 0 W LO Date 010403 Drown By INKS Cleded By PM Project No. 9020 ReOsbns S0.0 GENERAL NOTES NEW STEEL BEAM RE: PLAN 31e SHIM AND G RC IF BEAM BEARS ON WALL IF BEAM CAN NOT BEAR -ON: WALL SECTION 13 314' 0 X (EMBED) EXPANSION ANCHOR WITH SLOTTED HOLE IN BEAM. PROVIDED BEAM BEARS 6' (MIN.) ON WALL EXISTING CONCRETE WALL L6X4X5116 WITH (3)-314" 0 X 5- (EMBED) EXPANSION ANCHOR EXISTING CONCRETE WALL Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO VAS By J Mondragon at 2:18 pm, Mar 20, 2013 WN OF NOTE; JOISTS DECKING OMITTEp 4 SECTION 9 314' 1'-W EXISTING RIM (VERIFY) NEW 2 X 12 LEDGER RE- PLAN DECKING RE: ARCHL 2X4 TOP PLATE RE-- PLAN NEW STEEL BEAM WITH SOLID BLOC) JNG RE, PLAN SIMPSON LU 26 HANGER\ NEW JOIST RE: PLAN NEW 2X12 NEW 2X8 RE. PLAN NEW (1)2X RE: PLkN SIMPSON L9D EACH SIDE AT V STAGGER SECTION 10 314" V-1)" 2X4 TOP PLATE WITH t.2"O BOLTS AT 2'-8* STAGGER PACK OUT WEB RE: PLAN NEW STEEL BEAM RE: PLAN I IjV X 3'X 6' PLATE EACH SIDE WITH (2) -1r" 0 THRU- BOLTS EXISTING FLOOR SHEATHING EXISTING FLOOR JOIST (VERIFY) EXISTING WALL (VERIFY) ftr r, V1 k Irl nr__ A or, u 2X4 TOP PLATE WITH 110 0 BOLTS AT 2-6' STAGGER 2X10+ 318' PLYWOOD BLOCKING EACH SIDE WITH {2) -112' 0 807 AT 2'4r NEW STEEL BEAM - RE: PLACE SIMPSON LU21 0 RAN NEW JOIST RE.- PLAN SECTION 11 SECTION 12 314"m •-W -ATE FOUNDATION WALL RE, PLAN EXISTING TJ I RIM EXISTING 1' RIM WIFY) NEW 2X16 LEDGER RE= PLAN NEW DECKING RE-. ARCH. NEW WOOD BEAM RE: PLAN NEW JOIST REPLAN SIMPSON U26 HANGER (TYP-) EXISTING CONCRETE FOUNDATION WALL EX IS71NG (2)•L3X3X114 X 6' (CONFIRM ACCEPTABLITY 0 REUSE) EXISTING CONCRETE WALL RE. PLAN EXISTING TJ I AND 1" RIM F-XIS71NGFLOCR - SHEATHING EXISTING CONCRETE WALL SIMPSON CS POSI BASE SE 314- TAY' CTION 5 T NEW SHEATHING RE' ARCH NEW SIM PSON LU26 EXISTING FLOOR HANGER SHEATHING R I MU M=J�VdLlf' ARCM, SECTION 6 N4'm V-0" I�i SECTION 7 3J4' V-0- kN 3S (3 }•112" 0 THRU-BOLTS (2)-Y4' 0 X Y (EMBED) EXPANSION ANCHORS 1_6X05116 X 2' -0- (COPE AS REQUI RED), SECTION 8 WOOD GOWMN RE= PLAN �3)-A TIES AT Y 03 TIE AT M 10-HE IG HT )-#5 x L RE: PLAN EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN AD EQUITE 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 ADEQU ITE CONDITION TO ACCEPT NEW HANGERS NEW JOISTS RE: PLAN NEW SHEATHING RE: ARCH NEW JOIST RE- PLAN STEEL PLATE RE, PLAN - TH RU-BOILT WITH HEAVY WASHER RE-, PLAN (2)•112' 0 BOLTS WITH H EAVEY WASHER AND LOCKNUTS SECTION 1. W4- V-0" SECTION 2 SECTION 3 PROVIDE AND REPLACE EXISTING BLOCKING AS REQUIRED F FEXISTING SHEATHING ON EXISTING JOISTS TO REMAIN EXISTING WOOD STUD BEARING WALL PROVIDE 2 1 IT MIN, BEARING FOR NEW JOISTS ON EXISTING WALL EXISTING FLOOR SHEATHING EXISTING EXTERIOR WALL EXISTING STEEL BEAM WITH WOOD BLOCKING VERIFY EXISTING BLOCKING IS IN ADEQUITE CONDITION TO ACCEPT NEW HANGERS EXISTING EXTERIOR WALL EXISTING FLOOR SHEATHING EXISTING STEEL BEAM WITH WOOD BLOCKING is PIP- -3 SECTION 4. ARCH ARCH JOISTS OMIT-TED EXISTING STEEL BEAM WITH WOOD BLOCKING jr Monroe, & Newell Fngineers. Inc, Avun Date 02-04-13 Dfawn By WKS Checked Bv P P0 Project No 9020 Revisions soll DETAILS < 0 Lo QD 91— UJ 00 0, 0 < F— U) Ire, 0 _j C) 0 U) < 0 UJ 77 0 0 CL > < Lo Date 02-04-13 Dfawn By WKS Checked Bv P P0 Project No 9020 Revisions soll DETAILS C� I- 1:2 ca sy cv r,3 �, z *7 < 9 It rl cl ff� a- PROVIDE L6X4X5116*'-0' - (CORE AS REQU I RED) WITH (2 44's X Y (EMBED) PANSION ANCHORS IN70 CONCRETE WALL BELOW AND (3y 100 BOLT INTO 2X 10 JOISTS - (2YPLACES EXISTING 2X10 RIM JOIST (CONFIRM CONDITION AND LEAVE IN PLACE) NEW 2X10 RIM FASTEN TO EXISTING JOIST WITH (2YS4MPSON SOS 25 MO SCREWS AT l'-O" LUS 26 FACE MOUNT JOIST HANGER {TYP.) EXISTING EXISTING WIOX12 W10x12 AT E-3 4 PROVIDE IM'X.3' NEW 2X8 AT 1'4" STEEL PLATE WITH 1 - 1 --2" 60L T THRU EXISTING BLOCKING SO-1 AND STEEL BEAM WEB AND (3)4170 BOLTS IR - - . THRU 2XR JOISTS EXISTING (2-LOCATIONS) WIDX12 DECKING NEW WALL ADDITION RE ARCH RE: DETAIL FOR ADDITIONAL INFORMATION RAILING ATTACHMENT BOLT THRIJ EXISTING BLOCKING AND STEEL BEAMS WITH (2)-112'o BOLTS WITH HEAVY WASHER RE, ARCH AND RAILING POST DETAIL 2M EACH SIDE (TYPICAL) (2)-2X6 X FULL HE I'GrHT WITH 112"o X flEt•18ED) EPDXY ANCHOR AT 2'AY INTO EXISTING CONCRETE WALL 2X8 NOTE P ROWD E (2)-2XS TOP AND BOTTO41 PLATE EXISTING CONCRETE WALL 2X6 X FULL HEIGHT WITH 1 f7o X. 4' E MIBED EPDXY ANCHORS AT 4W (2)-2X6 X FULL HEIGHT WITH 1 f2'o X 4(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL 112' PLYWOOD SHEATHING NOTES: 1.) HOLD BOTTOM OF WALL 2' CLEAR OF GRADE BELOW 2j ALL FRAMING T) BE TREATED 3.) SHEATHING WITHIN 2' -0-OF GRADE TO BE TREATED NEW WALL ADDITION IL. EXISTING CONCRETE WALL TO REMAIN EXISTING NG ZXl 0 RIM JOIST (CONFIRM CONDITION AND LEAVE IN PLACE) NEW 2X10 RIM JOISTS FASTEN TO EXISTING JOIST WITH (2)-SiMPSON SIBS ' )L x z 25 300 SCREWS AT l -T -------- EXISTING FOUNDATION WALL EXISTING WtOX12 EXISTING 2X10 AT 7-0- (TO REMAIN) RE: ARCH - - - - - - - - PROVIDE 114' X 3' STEEL PLATE WITH 1.112' BOLT THRU EXISTING BLOCKING AND STEEL BEAM WEB AND (3)-1P2"0 BOLTS THRU 2X8 JOISTS (2-LOCATIONS) NEW WALL ADDITION RE- DETAIL FOR ADDITIONAL INFORMATION EXISTING CONCRETE WALL TO REMAIN LUS 26 FAMMOUNT JOIST MANGER (TYP-) NEW (3 •-2X10 EXISTING 2X10 BELOW BAY (CONFIRM CONDITION AND LEAVE IN PLACE) SHORE AS REQUIRED — EXISTING WOOD STUD BEARING WALLfBEL(7W) /-EXISTING CONCRETE WALL EXISTING WIOX12 Sol PROVIDE LGX4X511WX 0' �COPE AS REOURED) WITH 2)-314'0 X5' (EMBED) EXPANSION ANCHORS INTO CONCRETE WALL B E LOW AND ¢3}-112"0 BOLT INTO 2X10 JOISTS - (2)- PLACES EXISTING 2Xl0 RIM JOIST (CONFIRM CONDITION, AND LEAVE IN PLACE) L S0.1 j NEW 2X10 RIM JOIST FASTEN TO EXISTING JOIST WITH (2)-SIMPSON SDS 25 300 SCREWS AT 1'-0" LUS 26 FACE MOUNT JOIST HANGER (TYP EXISTING WOX12 NEW 2 AT 1'-4" EXISTING W10Xf2 IDECKING RE: ARCH RAILING ATTACHMENT BOLT THRU EXISTING BLOCKING AND, STEEL BEAMS WITH (2)•112"0 BOLTS WITH HEAVY WASHER RE: ARCH AND RAILING POST DETAIL EXISTING CONCRETE WALL TO REMAIN ..- I r EXISTING CONCRETE — WALL TO REMAIN EXISTING 2X10 RIM JOIST (CONFIRM CONDITION AND LEAVE IN PILACE) NEW 2XI0 RIM JOISTS FASTEN TO EXISTING JOIST WITH (2)•SIMPSON SDS 25 300 SCREWS AT Vq 1 EXISTING WIOX12 z< ---------- -------------- EXISTING FOUNDATION WALL EXISTING 2X10 AT 2W 'S (TO REMAINI E: ARCH 11 ------ SO-1 PROVIDE 114 'X3' STEEL PLATE WITH 1 -112" BOLT THRU EXISTING BLOCKING AND STEEL BEAM WEB AND (3yV2'e BOLTS T41RU 2X8 JOISTS (2-LOCATIONS) EXISTING WOOF} STUD BEARING WALL (BELOW) EXISTING CONCRETE WALL 2 50,1 50.1 EXISTING WIDX12 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA IL By J Mondragon at 2:18 pm, Mar 20, 2013 NOTE - GROSS 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.) ALL LUMBER R WITHIN T-67 OF G RADE_ TO BE TREATED. 2.) JOIST LESS THAN 9-T TO BE 2X10 AT 1'-4-, JOIST GREATER THAN V4r AND LESS THAN I V-0' TO 8 E 2X 10 AT 1'-fr 3,) JOIST GREATER THAN 11'4Y AND LESS THAN 13'-0' TO BE 2XI0 AT W 4•) INTERIOR BEAMS WITH 6'-11" SPAN TO BE (3j -2XI0 AND EXTERIOR BEAMS WITH 8'-F SPAN TO BE 13)-2XI4- 5,) FOOTING TO BE 3'-0' X S-0' X 1'4Y WITH (3) 45 WITH 1' -0" X 1'-W PILASTER WITH 0 )45 VERTICAL AND (3)43 TIES AT 0'-3 6.) STEPS TO GRADE TO BE 2X.12 STRINGERS WITH 12X12 TREADS ON T-V WIDE CONCRETE PAD. CONCRETE PAD TO BE 4'W1T`H V-0" THICKENED EDGE REI NPDRGE D WITH 94 AT I'V EACH WAY PROVIDE t6X4X5i16X7-0' fCOPE AS REOLIRED) WITH 2Y14'0 X 5' (EMBEb) EXPANSION ; NCHORS INTO CONCRETE WALL BELOW AND (3)-112'o BOLT INTO 2X10 JOISTS - (2)- PLACES EXISTING 2X10 RIM JOIST (CONFIRM CON D17 ION AND LEAVE IN PLACE) NEW 2X10 RIM JOISTS FASTEN TO EXIST ING JOIST WITH (2).SIMPSON SETS 25 300 SCREWS AT 1,4r LUS 26 FACE MOUNT JOIST HANGER (TYP.) EXISTING CONCRETE WALL TO REMAIN EXISTING 2X10 RIM JOIST - (CON FIRM CONDITION AND LEAVE IN PLACE} EXISTING WlOX12 n_ NEW 2X$ AT 1'4" NEW 2,X10 RIM JOISTS FASTEN TO EXISTING JOIST WITH (2)-31MPSON SIDS 25 3W SCREWS AT 1'4Y (2y2X10 X T BOLTED TO INSIDE EXISTING WALL WIT14 (7)-314'o (EMBED) EXPANSION ANCHORS, SIMPSON L90 - - 2 EXISTING WIOX12 NEW 2Xe AT 0'-8' EXISTING CONCRETE WALL TO REMAIN 6 30.1 I LUS 26 FACE MOUNT JOIST HANGER (TYP.) ril /—EXISTING CONCRETE WALL NEWAND EXISTING (3)-2X 1 D ON TOP C ONG RETE WALL OF EXISTING 2XI0 BELOW BAY (CONFIRM CONDITION 1 d ! AND LEAVE IN PLACEI SHORE AS REQUIRED NEW WALL ADDITION < RE; DETAIL FOR ADDITIONAL INFORMATION EXISTING CONCRETE WALL TO REMAIN PROVIDE BOTTOM PLATE OF (2 )-2X10 (VERTICAL) BOLTED TO END OF CONCRETE WALL WITH (2)-3W04" (EMBED EXPANSION ANCHORS SECOND LEVEL EXISTING CONCRETE WALL EXIST INS W10X12 RA.ILING ATTACHM E N T BOLT THRU DECKING RE, ARCH EXISTING BLOCKING AND STEEL BEAMS WITH X2:1 -12'0 BCILTS IAIITFI HEAVY WASHER RE: ARCFI ----- - - FRAMING PLAN NOTES: 1.) AT EXISTING STEEL BEAM- REMOVE EXISTING JOIST, CONP IRM CONDITION OF EXISTING STEEL BEAW AND BLOCKING. EXISTING JOIST HANGERS IN GOOD CONDITION AND AT CORRECT LOCATIONS MAY BE REUSED BUT EXISTING HANGER CAN NOT BE RELOCATED. Z) NEW JOIST HANGER TO BE SIMPSON LUS26 (OR EQUAL) it Monroe & Newell En�.Llinocrs, Inc. Avon Date 02-04-13 Drawn By LO < PM Project No. 0 Lo QD Cz LLJ 00 0 0 I­ U) 0 _j < 0 C) uj 0 > 0 CL Date 02-04-13 Drawn By WKS Checkec By PM Project No. 9020 S1,41 17 UNITS 15. 16T