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HomeMy WebLinkAboutB14-0056 plans commentsIii ! �� ! � , iii ' • 2 X 3 XX.X 1 XX.X 4 100 U 3 °x7° xx I L2 b F_ or ,6:12 1/4" TYF. XX UNIT# DOOR# 4.12 FLOOR LEVEL SECTION OUT SYMBOL ELEVATION REFERENCE ELEVATION SYMBOLS REVISION SYMBOL DETAIL OR PLAN ENLARGEMENT WINDOW REFERENCE WINDOW / DOOR 51ZE DOOR REFERENCE WALL TYPE REFERENCE ROOF PITCH 5YMB0L WELD SYMBOL DRAINAGE FLOW DESIGNATION ELEVATION KEYNOTE UNIT# WINDOW# 4.O.A FLOOR LEVEL EXTERIOR REMODEL POTATO PATCH CLUB, UNIT 20, 21 8c 22 95o RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV EARTH LB 5HEATHIN6 AFF ABOVE FINISHED FLOOR LT (PLYWOOD /055) AF& GRAVEL / DRAINAGE LTL WOOD- FIN15H a CONCRETE LVR WOOD -ROUGH AGT STUCCO / EIF5 or MH WOOD - BLOCKING ADJ 6YP5UM WALL BOARD MFR MANUFACTURER ALT BATT INSULATION ® ( HAKE {/ �ASPHALT) O N MATL MATERIAL AL RIGID INSULATION MAX ROOF TILES (CERAMIC APPROX APPROXIMATELY MEGH / SLATE) ADA MA50NRY MG STONE VENEER (DRY A/C AIR CONDITIONING MMB STACK) ARCH STEEL /METAL O O STONE VENEER (GROUTED) B5MT METAL DECKING @ HEAVY TIMBER BR6 METAL STUDS ® or ® ENGINEERED WOOD BF6 BELOW FINISHED GRADE MM GLAZING / MIRROR 2 X 3 XX.X 1 XX.X 4 100 U 3 °x7° xx I L2 b F_ or ,6:12 1/4" TYF. XX UNIT# DOOR# 4.12 FLOOR LEVEL SECTION OUT SYMBOL ELEVATION REFERENCE ELEVATION SYMBOLS REVISION SYMBOL DETAIL OR PLAN ENLARGEMENT WINDOW REFERENCE WINDOW / DOOR 51ZE DOOR REFERENCE WALL TYPE REFERENCE ROOF PITCH 5YMB0L WELD SYMBOL DRAINAGE FLOW DESIGNATION ELEVATION KEYNOTE UNIT# WINDOW# 4.O.A FLOOR LEVEL EXTERIOR REMODEL POTATO PATCH CLUB, UNIT 20, 21 8c 22 95o RED SANDSTONE ROAD, VAIL, COLORADO 81657 ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AF& ABOVE FINISHED CRAVE LTL LINTEL AP ACGE55 PANEL LVR LOUVER AGT ACOUSTICAL GEILIN6 TILE MH MANHOLE ADJ ADJAGENT MFR MANUFACTURER ALT ALTERNATE MO MA50NRY OPENING O N MATL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY MEGH MECHANICAL ADA AMERICAN V15ABILITY ACT MG MEDICINE CABINET A/C AIR CONDITIONING MMB MEMBRANE ARCH ARGHITECTURAL MTL METAL B5MT BASEMENT M METER BR6 BEARING MW MIGROWAVE BF6 BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK MI50 MISCELLANEOUS BLKG BLOCKING MR MOISTURE RE515TANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OFT CARPET NIG NOT IN CONTRACT GSMT CASEMENT NT5 NOT TO 50ALE GIP CAST IN PLACE O.G. ON CENTER GL6 GEILIN6 OPG OPENING GTR CENTER OPP OPPOSITE OT CERAMIC, TILE OPH OFF051TE HAND GLR CLEARANCE 05B ORIENTED STRAND BOARD GOL COLUMN OD OUT51DE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL CMU CONCRETE MASONRY UNIT (F) PAINT G CONDUIT PR PAIR CON5T GON5TRUCTION FKNG PARKING GONT CONTINUOUS PVMT PAVEMENT OJT CONTROL JOINT FED PEDESTAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM FLUMBIN6 D DEPTH PH PLYWOOD DTL DETAIL FT PRE55URE TREATED DIM DIMENSION P5F POUNDS PER SQUARE FOOT DW P15H WASHER P51 POUNDS PER SQUARE INCH DR DOOR PG PRE -OAST PROF PROPERTY DWG DRAWING QT QUARRY TILE DF DRINKING FOUNTAIN RGPT RECEPTACLE E EA5T RE: REFER TO ELEG ELECTRICAL REF REFERENCE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RES RESILIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EX6 EXISTING R RISER EXP EXPAN51 ON R45 ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN RFC, ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FINISH RO ROUGH OPENING FOM FACE OF MASONRY R/5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY SEWER FIN FL FINISH FLOOR ELEVATION (5) SEALANT FE FIRE EXTINGUISHER 5HT SHEET FPO FIRE DEPARTMENT GONNEGTION 5HT6 51-EATHIN6 FHG FIRE H05E GONNECTION 5M SHEET METAL FEG FIRE EXTINGUISHER CABINET 51M 51MILAR FPL FIREPLACE 5FM SINGLE FLY MEMBRANE FP FIREPROOFING 50 50LID GORE FLO FLASHING S SOUTH FLR FLOOR SPEC SPECIFICATIONS FD FLOOR DRAIN 50. FT. SQUARE FEET 5.5TL STAINLESS STEEL FT& FOOTING STD STANDARD FND FOUNDATION 5T 5ELF- TAFFIN6 FBO FURNISHED BY OTHERS STL STEEL FUR FURRING SD STORM DRAIN / SMOKE 6A GAGE, GAUGE DETECTOR 6ALV GALVANIZED 5TR STRINGER 60 GARBAGE DISPOSAL STRUC STRUCTURAL 60 GENERAL CONTRACTOR 5W SWITCH &LAM &LULAM LAMINATED BEAM 5YM SYMMETRICAL 6L GLASS, GLAZING TEL TELEPHONE 6B 6RAB BAR TV TELEV15ION 6ND 6ROUND THK THICKNE55 THR THRESHOLD 6WB 6YP5UM WALL BOARD TBD TO BE DETERMINED HGR HANGER T46 TONGUE AND GROOVE HON HARDWARE T05 TOP OF SLAB HDR HEADER TSL TOP OF STEEL HT6 HEATING TOW TOP OF WALL HVAG HEATINCNENTILATIN&/ AIR TB TOWEL BAR GONDITIONIN6 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 IN51DE DIAMETER UNO UNLESS NOTED OTHERWISE IBG INTERNATIONAL BUILDING CODE VB VAPOR BARRIER IBO INSTALLED BY OWNER VIF VERIFY IN FIELD INS INSULATED VL VERSALAM TNT INTERIOR VERT VERTICAL JT JOINT VOT VINYL COMPOSITION TILE J5T J015T V VOLTS jr, JANITOR'S CLOSET W/D WASHER / DRYER KIT KITCHEN WG WATER CLOSET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC, LAV LAVATORY W WIDTH / WATT5 / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW w WITH HO WITHOUT Vc WOOD HP WATERPROOF / WEATHERPROOF 04L� NOTES. REQUIREMENTS MANUAL FOR ADDITIONAL 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, SATISFACTORY $ CODE COMPLIANT BUILDIN6. CONTRACTOR SHALL PROVIDE A BUDGET $ SCHEDULE AS WELL AS P055E55 AN ENDORSED AGREEMENT FOR GONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND /OR COMMENCEMENT OF WORK. 01. DO NOT 50ALE DRAWIN&5. VERIFY DIMENSIONS, FIELD GONDITIONS $ UTILITY LOCATIONS ON51TE PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/ 5UBCONTRAGT5. 02. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EXI5TINC FIELD CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF GONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN ANY AFFECTED AREA OF WORK. 04. PLAN DIMENSIONS ARE TO FACE -OF- FRAMING OR FACE -OF- CONCRETE UNLESS NOTED OTHERWISE. CR055- 5ECTION $ VERTICAL ELEVATION DIMEN51ON5 ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLE55 NOTED OTHERWISE. 05. PROVIDE ALL NECESSARY BLOGKIN6 IN WALL, FLOOR 4 GEILIN6 CAVITIES FOR MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR MANUFAGTURER/IN5TALLATION INSTRUCTION WHETHER 5HOWN ON THESE DOCUMENTS OR PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. Q6. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THI5 PROJECT, HE SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT /OWNER OF RE5PON515ILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 07. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 5AT15FYINO ALL APPLICABLE CODES $ OBTAINING ALL PERMITS $ REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT GONFORMIN& TO RELEVANT CODES GOVERNING THI5 PROJECT. 05. GENERAL CONTRACTOR & SUBGONTRACTORS SHALL FIELD COORDINATE 4 OBTAIN APPROVAL FROM THE ARGHITECT AND /OR STRUCTURAL ENGINEER BEFORE ANY GUTTING, NOTCHING OR DRILLING OF ANY CA5T -IN -PLACE CONCRETE, STEEL FRAMING, WOOD BEAMS, COLUMNS, J015T5, DECKS, TERRACES, BALCONIES OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE 571;;UGTURAL INTEGRITY OF THE BUILDING. Oa. ALL NEW 4 REMODEL (WHETHER ENGINEERED OR DESIGN- BUILD) ELECTRICAL, PLUMBING $ FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE $ REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY $ OTHER A6ENGIE5 HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. 10. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL SUBMIT DETAILS, ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TO DETERMINE ACGEPTABILITY. GONTRACTOR SHALL FOLLOW ALL REQUIRED SUBSTITUTION REQUIREMENTS AS DEFINED IN THE PROJECT MANUAL. GONTRAGTOR SHALL NOT ALLOW SUB CONTRACTORS TO MAKE SUBSTITUTIONS THAT HAVE NOT BEEN APPROVED PRIOR TO INSTALLATION. 11. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR s HI5 SUBCONTRACTORS, VENDORS $ WORKMEN, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A GOMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 12. GENERAL CONTRACTOR $ ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL, STRUCTURAL 4 ANY /ALL OTHER SPECIALTY GON5ULTANT/EN&INEER DRAWIN65 ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE 5PEGINGATION5 FOR ALL MATERIALS USED ON THI5 PROJEGT. IF THERE ARE ANY CONFLICTS OR OM155ION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RESOLVE THE ISSUE. PRIOR TO EXPENDING CO5T5 ON BEHALF OF THE OWNER. 13. AS A PART OF PROJECT GL05E -OUT, THE CONTRACTOR SHALL FURNI5H TO THE OWNER ALL WRITTEN s GRAPHIC MATERIALS FOR ANY $ ALL EQUIPMENT, APPLIANCES, HARDWARE $ SYSTEMS INGLUDIN6 WARRANTIE5, INSTRUCTION MANUALS, INSTALLERS $ MANUFACTURERS NAME 4 ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES 4 APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR FURTHER WARRANT5 A6AIN5T FAILURE OF ALL VARIOUS 5Y5TEM5 INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 14. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY TO THE (OWNER +ARCHITECT+ CONTRACTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'5. FIVE (5) CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'5 ONCE WRITTEN RFI'5 ARE RECEIVED. 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ ARCHITECT +CONTRACTOR) TO OWNER/ARGHITEGT AS PRESCRIBED HEREIN. CONTRAGTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROPOSED SUBMITTAL LOG WITH ALL SUBMITTAL DATES NOTED. ARCHITECT SHALL REVIEW s 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. 146. ALL 5TRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED $ PROTECTED TO A55URE A WEATHER- RE515TANT EXTERIOR ENVELOPE ASSEMBLY. 17. THE OWNERS REP SHALL HAVE THE AUTHORITY TO ACT ON BEHALF OF THE OWNER IN ACCORDANCE WITH THE CONTRACT. 15. THESE DOCUMENTS, THE PROJECT MANUAL, THE CONTRACT FOR CONSTRUCTION ARE ALL COMPLEMENTARY AND REQUIREMENTS OF THE CONTRACT. THE FOLLOWING 15 A SUMMARY OF ITEMS SPECIFIED, REFER TO MANUFACTURERS SPECIFICATIONS, MANUFACTURES LITERATURE AND THE PRODUCT MANUAL FOR ADDITIONAL REQUIREMENTS AND 5FECIFIGATION5. 5TUGGO 3 GOAT CEMENTITIOU5 STUCCO SYSTEM: 5TO POWERWALL FINISH (FREEFORM TEXTURE - LACE), 5TO FRIMER/ADHE5IVE -B, SCRATCH (318" MIN) $ BROWN GOAT (318" MIN) W/ EMBEDDED 4 OZ (YELLOW) 5TO CRACK ISOLATION MESH, 17 GA 5ELF- FURRED WOVEN STUCCO NETTING PER A5TM r,105,2,1 1/2" EXTRUDED FOAM INSULATION, TYVEK HOUSE WRAP. PROVIDE 'AMIGO' FOUNDATION WEEP SCREED 8 'AMIGO' CASING BEAD PER ASTM GIOb3. PROVIDE SUBMITTAL SHOWING CONTROL JOINTS FOR APPROVAL BY ARCHITECT. DUPONT TYVEK HOMEWRAP AIT523 -30) DUPONT TYVEK GOMMERGIAL WRAP (UNIT52022 4 UNITS 31-42) QUALIFICATIONS: I. INSTALLER SHALL HAVE EXPERIENCE WITH INSTALLATION OF 51MILAR WEATHER BARRIER ASSEMBLIES UNDER 51MILAR GONDITIONS. 2. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION GUIDELINES AND RECOMMENDATION5. VERIFY SUBSTRATE AND 5URFAGE CONDITIONS ARE IN ACCORDANCE WITH WEATHER BARRIER MANUFAGTURER RECOMMENDED TOLERANGE5 PRIOR TO INSTALLATION OF WEATHER BARRIER AND ACCESSORIES. IT 15 THE RECOMMENDATION AND THE PREFERRED APPLICATION FOR THE WEATHER BARRIER TO BE INSTALLED PRIOR TO THE INSTALLATION OF THE WINDOW5 AND DOORS. IN CASES WHERE CONDITIONS REQUIRE INSTALLATION OF THE WEATHER BARRIER AFTER THE WINDOW INSTALLATION OR USE OF NON - FLANGED OR BRICK MOLD WINDOWS, CONTACT A DUPONT TYVEK SPECIALIST FOR ASSISTANCE AND RECOMMENDATIONS. INSTALL MOCK -UP U51NO APPROVED WEATHER BARRIER ASSEMBLY INGLUDIN6 FASTENERS, FLASHING, TAPE AND RELATED ACCESSORIES PER MANUFACTURER'S CURRENT PRINTED INSTRUCTIONS AND RECOMMENDATIONS. MOCK -UP TO BE A MINIMUM OF 10 FEET X 10 FEET, SHALL INCLUDE AT LEAST ONE WINDOW AND REMAIN AS PART OF THE WORK. GRACE VYCOR PLU5 BUTYL SELF- ADHERED FLA5HIN6 INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION 6UIDELINE5 AND RECOMMENDATIONS. MEMBRANE INSTALLATION: &RACE VYGOR PLUS AND VYGOR V40 MEMBRANES MUST BE APPLIED ONLY IN FAIR WEATHER WHEN THE AIR, SURFACE, AND MEMBRANE ARE AT TEMPERATURES OF 25 DEOREE5 F OR HIGHER. THE MEMBRANE 15 OUT TO LENGTH AND THE RELEASE PAPER IS PEELED BACK. THE MEMBRANE 15 THEN ALI6NED INTO P051TION AND PRE55ED IN PLACE WITH HEAVY HAND PRESSURE. LAPS MUST BE A MINIMUM OF 3 INCHES. THE MEMBRANE MUST BE MECHANICALLY FASTENED AT ALL VERTICAL TERMINATIONS. THE LAPS MUST BE INSTALLED SUCH THAT ALL LAPS SHED WATER. MEMBRANES MUST BE APPLIED FROM THE LOW POINT TO HIGH POINT OF THE WALL OPENING. THE MEMBRANES SHALL NOT BE USED IN ROOFING APPLICATIONS. 51DINO AND TRIM FASTENERS NON- GORRO51VE, DOUBLE HOT - DIPPED, GALVANIZED OR 5TAINLE55 STEEL NAILS OR 5GREW5 SPECIALLY DE516NED FOR WOOD SIDING ARE RECOMMENDED. NAILS MUST PENETRATE A MINIMUM OF 1 -1/4" INTO THE STRUCTURAL FRAMING. THE MINIMUM PENETRATION MAY INGLUDE STRUCTURAL SHEATHING THICKNESS. MINIMUM 15 7/16" 05B OR 1/2" PLYWOOD. IF U51NO 50REW5, A MINIMUM OF 3/4" MUST PENETRATE THE 5TRUCTURAL FRAMING. DO NOT INSTALL SIDING OVER QUESTIONABLE WALL CONSTRUCTION. PLACE THE FASTENER I" (NOMINAL) FROM THE TOP OF THE PANEL AND NO GL05ER THAN 318" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. FAINT: FAINT PRIMER AND STAINS FOR SIDING, TRIM, SOFFITS AND 5TUGC0 SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS 5PEGIFIGATION5. 2 GOATS + PRIMER ROOFING: SHALL REMAIN EXI5TIN6; U.N.O. FA5GIA $ SOFFIT: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH FRIEZE BOARD: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY SIDING: BENJAMIN MOORE, AURA LINE, HG -103 GROMWELL GRAY WINDOWS: FELLA PROLINE, ALUMINUM GLAD, COLOR SHALL BE BROWN STUCCO: 5TO- LA5TIC INTEGRAL ACRYLIC FINISH, COLOR TO MATCH BENJAMIN MOORE, HG-45,5A& HARBOR GRAY GARDEN WALLS: PATCH AND REPAIR EXISTING 57UCCO. 5TO- LASTIG ELA5TOMERIG FAINT, TWO GOATS MIN. COLOR TO MATCH BENJAMIN MOORE, HC-45,5A6 HARBOR GRAY WINDOW $ DOOR TRIM: BENJAMIN MOORE HG -103 GROMWELL GRAY GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRA&ON'5 BREATH GARAGE DOOR: BENJAMIN MOORE HG -103 GROMWELL GRAY, ARBORGOAT, SEMITRANSPARENT STAIN DEGKIN6: EVER6RAIN, CLASSIC COLLECTION, GOLOR 'CAFE GOD GRAY' ATTAGHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE FRF-55URE TREATED. RAILING PANELS s GUARDRAIL GAP: BENJAMIN MOORE HG -103 GROMWELL CRAY, ARBORCOAT, SEMITRANSPARENT STAIN PRIMER: BENJAMIN MOORE, FRESH START LATEX PRIMER TI.I TITLE SHEET A51 BU I LD I N6 LOCATION PLAN / CODE REVIEW AO.O BASEMENT LEVEL DEMO PLAN AO.1 FIRST LEVEL DEMO PLAN AO-2 SECOND LEVEL DEMO PLAN A1.0 BASEMENT LEVEL FLOOR PLAN A1.1 FIRST LEVEL FLOOR PLAN All SECOND LEVEL FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A22 EXTERIOR ELEVATIONS A6.1 FLASH I N6 $ WALL DETAILS A62 DECK $ GUARDRAIL DETAILS A6.5 OUARDRA I L $ EXTERIOR WALL DETAILS A7.1 WINDOW DETAILS A72 WINDOW $ DOOR DETAILS A7.5 UNIT 20 WINDOW DOOR ELEVATIONS A7.4 UNIT 21 WINDOW DOOR ELEVATIONS A75 UNIT-_22 WINDOW DOOR ELEVATIONS 50.0 GENERAL NOTES 50.1 DETAILS 512 5TRUGTURAL FRAMING POTATO PATCH CLUB HOME OWNERS ASSOCIATION G/O MGNE I L PROPERTY MANAGEMENT 2077 N FRONTAGE RD W #300 PAIL, CO 81.657 PHONE: c170.47cf,b047 JEFF HANES, POTATO PATCH CLUB BOARD PRESIDENT OAC MANAGEMENT, INCORPORATED P.O. BOX 244 EDWARDS, CO 81,632 ERIK PETERSON, PRESIDENT ER I KPERTER5ON ®OACM I NG.COM PHONE: 470340.01,63 MATT LEWIS, COAP, AC PROJECT ENGINEER MATTLEWI5 ®OACMING.GOM PHONE: 720.3232441 VICTOR MARK DONALDSON ARCHITECTS P.O. BOX 5300 AVON, COLORADO 81,620 PHONE: 470.4445200 CHRIS JUERGENS, PRINCIPAL E -MAIL: CHRIS) @VMDA.GOM MARK DONALDSON, PRINCIPAL E -MAIL: MARKD @YMDA.COM MONROE $ NEWELL ENGINEERS, INC. P.O. BOX 1547 AVON, CO 84620 PHONE: 470.444.77,68 PETER MONROE, PRINCIPAL E -MAIL: PETERMONROE ®MONROE- NEWELL.COM IyI�m IN ALPINE ENGINEERING, INC. P.O. BOX 47 EDWARDS, CO 81,632 PHONE: 470.426.3373 GLENN PALMER E -MAIL: PALMER @ALPINEGIVIL.GOM BC$E 1520 WEST CANAL COURT, SUITE 240 LITTLETON, GO 80120 PHONE: 303.350.1000 LINDA MCGOWAN, PRINCIPAL E -MAIL: LINDA @BUILDING- G -E.COM OE JOHNSON CONSTRUCTION COMPANY 40800 HIGHWAY ,6, 5U I TE 8 AVON, GO 81,620 PHONE: 470.37,62523 ANDY SANDOVAL, SUPERINTENDENT SANDOVALA@ GEJOHNSON.GOM EXTERIOR REMODEL OF AN EXISTING THREE UNIT BUILDING. WINDOW REPLACEMENT, REMOVAL AND REPLACEMENT OF EXISTING WOOD 51DIN6, STUCCO REPLACEMENT, REMOVAL AND REPLACEMENT OF DEGKIN6, DECK FRAMING, 6UARDRAIL5 AND STEPS, XFS (EXTRUDED POLYSTYRENE) INSULATION INSTALLATION, NEW WATER- RE515TIVE BARRIER, WINDOW AND DOOR TRIMS AND RE- FAINTING OF EXTERIOR. N l�J A RCH I T ECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 VI TOR �K . D Q, �;,� D App UILDI G PERMIT 0 voLo N 0 0� W (0 00 zV00 Q 0 N () Q Q 0� -i O N z <0 � z 0 DU iii _j Q 4< 0 O a UILDI G PERMIT 4 35 i - ap - -- -- - _ - - -- - - -- = 95 37 36 35 34 33 - 4 0 4 _ _ -- - - 39 38 3 - - -3 _ -1 79 80 81 i 4 20 61. - s N, i I I i - 1 - ao BUILDING LOGATION PLAN v � xALE. RE: BAR 6R,P« - - -- 90 i IF I o i 0 1 �Y Qw QQ zV00 Q ��, s N, i I I i - 1 - ao BUILDING LOGATION PLAN v � xALE. RE: BAR 6R,P« - - -- SCALE 0 0 40 au GODS REVIEW APPLICABLE G B. 2012 INTERNATIONAL BUILDING CODE G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE D. 2011 NEC E. ALL ADOPTED TOWN OF VAIL CODES USE / OCCUPANCY CONDOMINIUMS - RESIDENTIAL R-2 III. BUILDING HEIGHTS AND AREAS A. BUILDING HEIGHT ('12 IBC TABLE 503) R-,2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT 40' -0" B. BUILDING AREA ('12 IBC TABLE 503) R-2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY IV. APPLICABILITY (12 IBC) A. R10210 EXISTING 5TRUCTURE5. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXI5TIN6 ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, EXCEPT A515 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NECESSARY BY THE BUILDING OFFICIAL FOR THE GENERAL SAFETY AND HELFARE OF THE OCCUPANTS AND THE PUBLIC. V. DEFINITIONS ('12 IBC) AREA, BUILDING. THE AREA INCLUDED HITHIN 5URROUNDIN& EXTERIOR HALLS (OR EXTERIOR HALLS AND FIRE HALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING HALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR MORE SIDES BY EXTERIOR BUILDIN6 HALLS OR OTHER ENGL051N6 DEVICES. DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DHELLIN6 UNITS USED, INTENDED OR DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING PURPOSES. DHELLIN6 UNIT. A 51N&LE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVI51ON5 FOR LIVING, 5LEEPIN6, EATING, COOKING AND SANITATION. FIRE SEPARATION DISTANCE. THE 015TANCE MEASURED FROM THE BUILDING FACE TO ONE OF THE FOLLOWING: I. THE CLOSEST INTERIOR LOT LINE; 2. TO THE GENTERLINE OF A STREET, AN ALLEY OR PUBLIC HAY; OR 3. TO AN IMAGINARY LINE BETWEEN THO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL BE MEASURED AT RIGHT AN&LE5 FROM THE FACE OF THE HALL. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE, OR IN HHIGH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE 15: I. MORE THAN b FEET ABOVE THE GRADE PLANE; OR 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. VI. 420.2 SEPARATION WALLS. HALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, HALLS 5EPARATIN& 5LEEPIN6 UNITS IN THE SAME BUILDING AND HALLS 5EPARATIN& DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE HITH SECTION 708. VII. TYPES OF CONSTRUCTION (IBC '12) R-,2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBG, TABLE,601 PRIMARY STRUCTURAL FRAME O -HOUR - -- EXTERIOR BEARING HALLS O -HOUR - -- * PER '12 IBC, TABLE/o02, FIRE- RE51TIVE RATING 15 0 WHEN FIRE SEPARATION D15TANCE 15 GREATER THAN 10 FT. VIII. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) A. 7053 BUILDINGS ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE REQUIRED HALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, BUILDIN05 ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. B. 705.5 EXTERIOR HALLS SHALL BE FIRE - RESISTANCE RATED IN ACCORDANCE KITH TABLES b01 AND b02 AND THI5 SECTION G. 705.8.1 ALLOWABLE AREA OF OPENINGS. THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENIN65 PERMITTED IN AN EXTERIOR HALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERGENTA6E5 SPECIFIED IN TABLE 705.8. EXCEPTION2. BUILDIN65 NH05E EXTERIOR BEARING HALLS, EXTERIOR NONBEARING HALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANGE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. IX. 708 FIRE PARTITIONS - HALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING AS REQUIRED BY SECTION 4202 A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANCE -RATED FLOOR/CEILING OR ROOF /CEILING A55EMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE 5HEATHING, DECK OR SLAB, THE SPACE BETWEEN THE GEILIN6 AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE HITH SECTIONS 7182 AND 7183 AT THE PARTITION LINE. X. 1001.1 GENERAL. BUILDIN65 OR PORTIONS THEREOF SHALL BE PROVIDED WITH A MEANS OF EORE55 5Y5TEM AS REQUIRED BY THI5 CHAPTER. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DE516N, CONSTRUCTION AND ARRANGEMENT OF MEANS OF E6RE55 COMPONENTS REQUIRED TO PROVIDE AN APPROVED MEANS OF EORF-55 FROM STRUCTURES AND PORTIONS THEREOF. A. 10035 ELEVATION CHANGE. WHERE GHANGE5 IN ELEVATION OF LE55 THAN 12 INCHES EXI5T IN THE MEANS OF EGRESS, SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE 15 GREATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE), RAMPS COMPLYING WITH SECTION 10101 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION 15,6 INCHES OR LE55, THE RAMP SHALL BE EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH MATERIALS. EXCEPTIONS: I. A SINGLE STEP WITH A MAXIMUM RISER HEIGHT OF '7 INCHES 15 PERMITTED FOR BUILDINGS KITH OCCUPANCIES IN GROUPS F, H, R2, R -3, 5 AND U AT EXTERIOR DOORS NOT REQUIRED TO BE ACCE551BLE BY CHAPTER 11. 2. A STAIR WITH A 51NOLE RI5ER OR WITH TWO RISERS AND A TREAD 15 PERMITTED AT LOCATIONS NOT REQUIRED TO BE ACCE551BLE BY CHAPTER 11, PROVIDED THAT THE RISERS AND TREADS COMPLY WITH SECTION 1004.7, THE MINIMUM DEPTH OF THE TREAD 15 13 INCHES AND AT LEAST ONE HANDRAIL GOMPLYING WITH SECTION 1012 15 PROVIDED WITHIN 30 INCHES OF THE CENTERLINE OF THE NORMAL PATH OF E0-RE55 TRAVEL ON THE STAIR. B. 1005.7.1 DOORS. DOORS, WHEN FULLY OPENED, SHALL NOT REDUGE THE REQUIRED WIDTH BY MORE THAN 7 INCHES, DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE -HALF. EXCEPTIONS: 2. THE RESTRICTIONS ON DOOR 5HIN6 SHALL NOT APPLY TO DOORS WITHIN INDIVIDUAL DWELLING UNITS AND 5LEEPIN6 UNITS OF GROUP R-,2 OCCUPANCIES AND DHELLIN& UNITS OF R -3 OCCUPANCIES. XI. 100,6.1 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS 15 OCCUPIED. EXCEPTIONS: I. OCCUPANCIES IN 6ROUP U. 2. A15LE AGGE55HAY5 IN GROUP A. 3. DWELLING UNITS AND 5LEEPIN6 UNITS IN GROUP5 R -1, R2 AND R -3. 4. SLEEPING UNITS OF GROUP I OCCUPANCIES. XII. 1008.1 DOORS. MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF THI5 SECTION. DOORS SERVING A MEANS OF E&RE55 SYSTEM SHALL MEET THE REQUIREMENTS OF THI5 SECTION AND SECTION 10202. DOORS PROVIDED FOR EGRESS PURPOSES IN NUMBERS GREATER THAN REQUIRED BY THI5 CODE SHALL MEET THE REQUIREMENTS OF THI5 SECTION A. 1008.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES. CLEAR OPENIN65 OF DOORWAYS WITH 5NIN61NG DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 40 OEGREE5. EXCEPTIONS: I. THE MINIMUM AND MAXIMUM WIDTH SHALL NOT APPLY TO DOOR OPENIN65 THAT ARE NOT PART OF THE REQUIRED MEANS OF EORE55 IN GROUP R2 AND R -3 OCCUPANCIES. ,6. EXTERIOR DOOR OPENIN65 IN DWELLING UNITS AND 5LEEPIN6 UNITS, OTHER THAN THE REQUIRED EXIT DOOR, SHALL NOT BE LE55 THAN 7b INCHES IN HEIGHT. B. 1006.15 FLOOR ELEVATION. THERE SHALL BE A FLOOR OR LANDING ON EACH 51DE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDIN65 SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS HHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 025 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERCENT SLOPE). EXCEPTIONS: I. DOORS SERVING INDIVIDUAL DWELLING UNITS IN GROUPS R2 AND R -3 WHERE THE FOLLOWING APPLY: 12. 50REEN DOORS AND STORM DOORS ARE PERMITTED TO 5NING OVER 5TAIR5 OR LANDIN65. 2. EXTERIOR DOORS AS PROVIDED FOR IN SECTION 1003.5, EXCEPTION I, AND SECTION 10202, HHIGH ARE NOT ON AN ACCESSIBLE ROUTE. G. 1008.116 LANDINGS AT DOORS. LANDIN65 SHALL HAVE A WIDTH NOT LE55 THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, HHIGHEVER 15 GREATER. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMEN5ION BY MORE THAN 7 INCHES. LANDIN65 SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LE55 THAN 44 INCHES. EXCEPTION: LANDING LENGTH IN THE DIRECTION OF TRAVEL IN GROUPS R -3 AND U AND WITHIN INDIVIDUAL UNITS OF CROUP R-2 NEED NOT EXCEED 3,6 INCHES. D. 1008.1.7 THRESHOLDS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH IN HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR 5LIDIN6 DOORS 5ERVIN6 DWELLING UNITS OR 1/2 INCH ABOVE THE FINISHED FLOOR OR LANDING FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH AT DOORKAY5 SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). EXCEPTION: IN OCCUPANCY GROUP R-2 OR R -3, THRESHOLD HEIGHTS FOR SLIDING AND 510E- HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BE UP TO '7 3/4 INCHES IN HEIGHT IF ALL OF THE FOLLOWING APPLY: I. THE DOOR 15 NOT PART OF THE REQUIRED MEANS OF EORE55. 2. THE DOOR 15 NOT PART ON AN ACCESSIBLE ROUTE AS REQUIRED BY CHAPTER 11. 3. THE DOOR 15 NOT PART ON AN ACCESSIBLE UNIT, TYPE "A" UNIT OR TYPE "B" UNIT. E. 1008.1.8 DOOR ARRANGEMENT. SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF A DOOR SWINGING INTO THE SPACE. DOORS IN A SERIES SHALL 5HIN6 EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. EXCEPTION: 3. DOORS WITHIN INDIVIDUAL DWELLING UNITS IN GROUPS R-2 AND R -3 OTHER THAN WITHIN TYPE A DHELLIN& UNITS. F. 1008.1.4 DOOR OPERATIONS. EXCEPT AS SPECIFICALLY PERMITTED BY THI5 SECTION EORE55 DOORS SHALL BE READILY OPENABLE FROM THE EORE55 51DE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 6. 1008.1.42 HARDWARE HEIGHT. DOOR HANDLE5, PULLS, LATCHES, LOOKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISHED FLOOR. LOCK5 U5ED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. XI I I. 1004 STAIRWAYS A. 1004.4 WIDTH. THE WIDTH OF 5TAIRHAY5 SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT SUCH WIDTH SHALL NOT BE LE55 THAN 44 INCHES. EXCEPTION: 5TAIRHAY5 SERVING AN OCCUPANT LOAD OF LE55 THAN 50 SHALL HAVE A WIDTH OF NOT LE55 THAN 3,6 INCHES. B. 1004.7 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL COMPLY WITH SECTIONS 1004.7.1 THROUGH 1004.75.3 G. 1004.7.1 DIMENSION REFERENCE SURFACES. FOR THE PURPOSE OF THI5 SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. D. 1004.72 R15M HEIGHT AND TREAD DEPTH. STAIR R15ER HEICHT5 SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. THE RI5ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN N05IN05 OF ADJACENT TREADS. RECTANGULAR TREAD DEPTHS SHALL BE II INCHES MINIMUM MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS NOSING. EXCEPTION: IN GROUP R -3 000UPANCIE5; WITHIN DWELLING UNITS IN GROUP R-2 OCCUPANCIES; AND IN GROUP U OCCUPANCIES THAT ARE ACCESSORY TO INDIVIDUAL DWELLING UNITS IN CROUP R-2 OCCUPANCIES; THE MAXIMUM RISER HEIGHT SHALL BE -15/4 INGHE5; THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. A N051NO PROJECTION NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON 5TAIRHAY5 WITH SOLID RISERS WHERE THE TREAD DEPTH 15 LE55 THAN II INCHES. E. 1004.7.4 DIMENSIONAL UNIFORMITY. STAIR TREADS AND RISERS SHALL BE OF UNIFORM 51ZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RI5ER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 318 INCH IN ANY FLIGHT OF STAIRS. F. 1004.75.3 50LID RISERS. R15ER5 SHALL BE SOLID. EXCEPTION: SOLID R15ER5 ARE NOT REQUIRED FOR 5TAIRWAY5 THAT ARE NOT REQUIRED TO COMPLY WITH SECTION 1007.3, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PA55A0E OF A SPHERE WITH A DIAMETER OF 4 INCHES. 6. 1004.8 STAIRWAY LANDIN65. THERE SHALL BE A FLOOR OR LANDING AT TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF THE LANDIN65 SHALL NOT BE LE55 THAN THE WIDTH OF THE STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM WIDTH MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE KIDTH OF THE 5TAIRHAY. WHERE THE STAIRWAY HAS A 5TRA16HT RUN THE DEPTH NEED NOT EXCEED 48 INCHES. DOORS OPENING ONTO A LANDING SHALL NOT REDUCE THE LANDING TO LE55 THAN ONE -HALF THE REQUIRED WIDTH. WHEN FULLY OPEN THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO A LANDING. H. 1004.15 HANDRAILS. 5TAIRNAY5 SHALL HAVE HANDRAILS ON EACH SIDE AND SHALL COMPLY WITH SECTION 1012. WHERE OLA55 15 USED TO PROVIDE THE HANDRAIL, THE HANDRAIL SHALL AL50 COMPLY WITH SECTION 2407. EXCEPTION: DECKS, PATIOS AND HALKHAY5 THAT HAVE A SINGLE CHANGE IN ELEVATION WHERE THE LANDING DEPTH ON EACH SIDE OF CHANGE OF ELEVATION 15 GREATER THAN WHAT 15 REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. XIV. 1013 6UARD5 A. 1013.1 GENERAL. GUARD5 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 10132 THROUGH 10113.7. OPERABLE WINDOWS KITH SILLS LOCATED MORE THAN 72 INCHES ABOVE FINISHED &RAPE OR OTHER SURFACE BELOW SHALL COMPLY WITH SECTION 1013.8. B. 10132 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -51DED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, 5TAIR5, RAMPS AND LANDIN65 THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE HITH SECTION J607.8. G. 1013.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LE55 THAN 42 INGHE5 HIGH, MEASURED VERTICALLY AS FOLLOH5: I. FROM THE ADJACENT WALKING SURFACES; 2. ON STAIRS, FROM THE LINE GONNEGTIN6 THE LEADING ED&E5 OF THE TREAD NOSIN&5 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. EXCEPTION: FOR OCCUPANCIES IN GROUP R -3 NOT MORE THAN THREE STORIES ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R-2 NOT MORE THAN THREE STORIES ABOVE GRADE IN HEIGHT WITH SEPARATE MEANS OF EORE55, REQUIRED GUARDS SHALL NOT BE LE55 THAN 316 INGHE5 IN HEIGHT MEASURED VERTICALLY ABOVE THE ADJACENT HALKING SURFACES OR ADJACENT FIXED SEATING. D. 1013.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENIN65 HHIGH ALLOW PA55AOE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. E. 1013.6 WINDOW SILLS. IN OCCUPANCY 6ROUP5 R-2 AND R -3, ONE- AND TWO - FAMILY AND MULTIPLE- FAMILY DWELLINGS, WHERE THE OPENING OF THE 51LL PORTION OF AN OPERABLE HINDOW 15 LOCATED MORE THAN -12 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LE55 THAN 36 INCHES ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN HHIGH THE WINDOW I5 LOCATED. OPERABLE 5EGTION5 OF WINDOW SHALL NOT PERMIT OPENIN65 THAT ALLOW PA55AOE OF A 4 -INCH- DIAMETER SPHERE HHERE SUCH OPENIN65 ARE LOCATED WITHIN 3,6 INCHES OF THE FINISHED FLOOR. EXCEPTIONS: 2. HINDOH5 HH05E OPENINGS 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 2040. 4. WINDOWS THAT ARE PROVIDED KITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 1013.8.1 F. 1013.6.1 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F 2040. 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 10242 XV. EMERGENCY ESCAPE AND RESCUE A. 1024.1 GENERAL. IN ADDITION TO THE MEANS OF EORE55 REQUIRED BY THI5 CHAPTER, PROVISIONS SHALL BE MADE FOR EMERGENCY ESCAPE AND RESCUE OPENIN65 IN 6ROUP R-2 OCCUPANCIES IN ACCORDANCE WITH TABLES 10212(1) AND 10212(2) AND GROUP R -3 OCCUPANCIES. BASEMENTS AND 5LEEPIN& ROOMS BELOW THE FOURTH STORY ABOVE GRADE PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY E50APE AND RESCUE OPENING IN ACCORDANCE WITH THI5 SECTION. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY ESCAPE AND RESCUE OPENIN65 SHALL BE REQUIRED IN EACH 5LEEPIN6 ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. SUCH OPF-NIN65 SHALL OPEN DIRECTLY INTO A PUBLIC HAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC HAY. EXCEPTIONS: 3. BASEMENTS WITHOUT HABITABLE SPACES AND HAVING NO MORE THAN 200 SQUARE FEET IN FLOOR AREA SHALL NOT BE REQUIRED TO HAVE EMERGENCY E50APE AND RESCUE OPENINGS. B. 10242 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPFNIN05 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE -FLOOR EMERGENCY ESCAPE AND RE50UE OPENINGS SHALL BE 5 SQUARE FEET. G. 10242.1 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENING, HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INGHE5. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. D. I024.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INGHE5 MEASURED FROM THE FLOOR. E. IQ24.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RE50UE OPENIN65 SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, 6RILLE5, &RATES OR 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENIN65 PROVIDED THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES WITH SECTION 10242 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE HITHOUT THE USE OF A KEY OR TOOL OR FORGE GREATER THAN THAT HHIGH I REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. HHERE SUCH BAR5, 6RILLE5, &RATES OR 51MILAR DEVICES ARE INSTALLED IN EXISTING BUILDIN65, SMOKE ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 4072.11 REOARDLE55 OF THE VALUATION OF THE ALTERATION. F. 1024.5 HINDOH HELLS. AN EMERGENCY ESCAPE AND RESCUE OPENING WITH A FINISHED 51LL HEIGHT BELOW THE ADJACENT GROUND LEVEL SHALL BE PROVIDED HITH A WINDOW HELL I ACCORDANCE HITH SECTIONS 1024.5.1 AND 1024.52 6. 1024.5.1 MINIMUM SIZE. THE MINIMUM HORIZONTAL AREA OF THE HINDOH HELL SHALL BE 4 SQUARE FEET WITH A MINIMUM DIMENSION OF 36 INCHES. THE AREA OF THE WINDOW HELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. H. 1024.52 LADDERS OR STEPS. HINDOH HELLS HITH A VERTICAL DEPTH OF MORE THAN 44 INCHES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STEPS. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INGHE5, SHALL PROJECT AT LEAST 3 INCHES FROM THE HALL AND SHALL BE SPACED NOT MORE THAN IS INCHES ON CENTER (O.O.) VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW HELL. THE LADDER OR STEPS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF THE HINDOH HELL BY MORE THAN,& INCHES. THE LADDER OR STEPS SHALL NOT BE OBSTRUCTED BY THE EMERGENCY ESCAPE AND RESCUE OPENING. LADDERS OR STEPS REQUIRED BY THI5 SECTION ARE EXEMPT FROM THE STAIRWAY REQUIREMENTS OF SECTION 1004. SAFTTY GLAZING ('12 IBC) A. 240,63 IDENTIFICATION. EXCEPT AS INDICATED IN 5EGTION240,63.1 EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION 5PEGIFYING WHO APPLIED THE DE510NATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH HHIGH IT COMPLIES, AS HELL A5 THE INFORMATION SPECIFIED IN 5ECTION2403.1. B. 240,6.4.1 &LAZING IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5HIN61N6, 5LIDIN6 AND BI -FOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. G. 240,6.42 6LAZIN6 ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE NEAREST VERTICAL EDGE OF THE GLAZING 15 WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED P051TION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN,60 INCHES ABOVE THE FLOOR OR HALKIN& SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. D. 240,6.43 6LAZIN6 IN HINDOHS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 GREATER THAN 4 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN IS INCHES ABOVE THE FLOOR; 3. THE TOP EDGE OF THE GLAZING 15 GREATER THAN 3,6 INCHES ABOVE THE THE FLOOR; 4. ONE OR MORE WALKING SURFACES ARE WITHIN 3b INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. u W, ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 90 35 SCALE 0 0 40 au GODS REVIEW APPLICABLE G B. 2012 INTERNATIONAL BUILDING CODE G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE D. 2011 NEC E. ALL ADOPTED TOWN OF VAIL CODES USE / OCCUPANCY CONDOMINIUMS - RESIDENTIAL R-2 III. BUILDING HEIGHTS AND AREAS A. BUILDING HEIGHT ('12 IBC TABLE 503) R-,2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 STORIES ABOVE GRADE PLANE, MAX HT 40' -0" B. BUILDING AREA ('12 IBC TABLE 503) R-2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY IV. APPLICABILITY (12 IBC) A. R10210 EXISTING 5TRUCTURE5. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXI5TIN6 ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, EXCEPT A515 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NECESSARY BY THE BUILDING OFFICIAL FOR THE GENERAL SAFETY AND HELFARE OF THE OCCUPANTS AND THE PUBLIC. V. DEFINITIONS ('12 IBC) AREA, BUILDING. THE AREA INCLUDED HITHIN 5URROUNDIN& EXTERIOR HALLS (OR EXTERIOR HALLS AND FIRE HALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING HALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR MORE SIDES BY EXTERIOR BUILDIN6 HALLS OR OTHER ENGL051N6 DEVICES. DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DHELLIN6 UNITS USED, INTENDED OR DESIGNED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING PURPOSES. DHELLIN6 UNIT. A 51N&LE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVI51ON5 FOR LIVING, 5LEEPIN6, EATING, COOKING AND SANITATION. FIRE SEPARATION DISTANCE. THE 015TANCE MEASURED FROM THE BUILDING FACE TO ONE OF THE FOLLOWING: I. THE CLOSEST INTERIOR LOT LINE; 2. TO THE GENTERLINE OF A STREET, AN ALLEY OR PUBLIC HAY; OR 3. TO AN IMAGINARY LINE BETWEEN THO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL BE MEASURED AT RIGHT AN&LE5 FROM THE FACE OF THE HALL. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE, OR IN HHIGH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE 15: I. MORE THAN b FEET ABOVE THE GRADE PLANE; OR 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. VI. 420.2 SEPARATION WALLS. HALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, HALLS 5EPARATIN& 5LEEPIN6 UNITS IN THE SAME BUILDING AND HALLS 5EPARATIN& DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE HITH SECTION 708. VII. TYPES OF CONSTRUCTION (IBC '12) R-,2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO HAVE THE FOLLOWING FIRE- RE515TIVE RATIN65 PER '12 IBG, TABLE,601 PRIMARY STRUCTURAL FRAME O -HOUR - -- EXTERIOR BEARING HALLS O -HOUR - -- * PER '12 IBC, TABLE/o02, FIRE- RE51TIVE RATING 15 0 WHEN FIRE SEPARATION D15TANCE 15 GREATER THAN 10 FT. VIII. FIRE - RESISTANCE RATED CONSTRUCTION ('12 IBC) A. 7053 BUILDINGS ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE REQUIRED HALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, BUILDIN05 ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. B. 705.5 EXTERIOR HALLS SHALL BE FIRE - RESISTANCE RATED IN ACCORDANCE KITH TABLES b01 AND b02 AND THI5 SECTION G. 705.8.1 ALLOWABLE AREA OF OPENINGS. THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENIN65 PERMITTED IN AN EXTERIOR HALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERGENTA6E5 SPECIFIED IN TABLE 705.8. EXCEPTION2. BUILDIN65 NH05E EXTERIOR BEARING HALLS, EXTERIOR NONBEARING HALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE- RE515TANGE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. IX. 708 FIRE PARTITIONS - HALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING AS REQUIRED BY SECTION 4202 A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANCE -RATED FLOOR/CEILING OR ROOF /CEILING A55EMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE 5HEATHING, DECK OR SLAB, THE SPACE BETWEEN THE GEILIN6 AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE HITH SECTIONS 7182 AND 7183 AT THE PARTITION LINE. X. 1001.1 GENERAL. BUILDIN65 OR PORTIONS THEREOF SHALL BE PROVIDED WITH A MEANS OF EORE55 5Y5TEM AS REQUIRED BY THI5 CHAPTER. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DE516N, CONSTRUCTION AND ARRANGEMENT OF MEANS OF E6RE55 COMPONENTS REQUIRED TO PROVIDE AN APPROVED MEANS OF EORF-55 FROM STRUCTURES AND PORTIONS THEREOF. A. 10035 ELEVATION CHANGE. WHERE GHANGE5 IN ELEVATION OF LE55 THAN 12 INCHES EXI5T IN THE MEANS OF EGRESS, SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE 15 GREATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE), RAMPS COMPLYING WITH SECTION 10101 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION 15,6 INCHES OR LE55, THE RAMP SHALL BE EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH MATERIALS. EXCEPTIONS: I. A SINGLE STEP WITH A MAXIMUM RISER HEIGHT OF '7 INCHES 15 PERMITTED FOR BUILDINGS KITH OCCUPANCIES IN GROUPS F, H, R2, R -3, 5 AND U AT EXTERIOR DOORS NOT REQUIRED TO BE ACCE551BLE BY CHAPTER 11. 2. A STAIR WITH A 51NOLE RI5ER OR WITH TWO RISERS AND A TREAD 15 PERMITTED AT LOCATIONS NOT REQUIRED TO BE ACCE551BLE BY CHAPTER 11, PROVIDED THAT THE RISERS AND TREADS COMPLY WITH SECTION 1004.7, THE MINIMUM DEPTH OF THE TREAD 15 13 INCHES AND AT LEAST ONE HANDRAIL GOMPLYING WITH SECTION 1012 15 PROVIDED WITHIN 30 INCHES OF THE CENTERLINE OF THE NORMAL PATH OF E0-RE55 TRAVEL ON THE STAIR. B. 1005.7.1 DOORS. DOORS, WHEN FULLY OPENED, SHALL NOT REDUGE THE REQUIRED WIDTH BY MORE THAN 7 INCHES, DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE -HALF. EXCEPTIONS: 2. THE RESTRICTIONS ON DOOR 5HIN6 SHALL NOT APPLY TO DOORS WITHIN INDIVIDUAL DWELLING UNITS AND 5LEEPIN6 UNITS OF GROUP R-,2 OCCUPANCIES AND DHELLIN& UNITS OF R -3 OCCUPANCIES. XI. 100,6.1 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS 15 OCCUPIED. EXCEPTIONS: I. OCCUPANCIES IN 6ROUP U. 2. A15LE AGGE55HAY5 IN GROUP A. 3. DWELLING UNITS AND 5LEEPIN6 UNITS IN GROUP5 R -1, R2 AND R -3. 4. SLEEPING UNITS OF GROUP I OCCUPANCIES. XII. 1008.1 DOORS. MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF THI5 SECTION. DOORS SERVING A MEANS OF E&RE55 SYSTEM SHALL MEET THE REQUIREMENTS OF THI5 SECTION AND SECTION 10202. DOORS PROVIDED FOR EGRESS PURPOSES IN NUMBERS GREATER THAN REQUIRED BY THI5 CODE SHALL MEET THE REQUIREMENTS OF THI5 SECTION A. 1008.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES. CLEAR OPENIN65 OF DOORWAYS WITH 5NIN61NG DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 40 OEGREE5. EXCEPTIONS: I. THE MINIMUM AND MAXIMUM WIDTH SHALL NOT APPLY TO DOOR OPENIN65 THAT ARE NOT PART OF THE REQUIRED MEANS OF EORE55 IN GROUP R2 AND R -3 OCCUPANCIES. ,6. EXTERIOR DOOR OPENIN65 IN DWELLING UNITS AND 5LEEPIN6 UNITS, OTHER THAN THE REQUIRED EXIT DOOR, SHALL NOT BE LE55 THAN 7b INCHES IN HEIGHT. B. 1006.15 FLOOR ELEVATION. THERE SHALL BE A FLOOR OR LANDING ON EACH 51DE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDIN65 SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS HHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 025 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2- PERCENT SLOPE). EXCEPTIONS: I. DOORS SERVING INDIVIDUAL DWELLING UNITS IN GROUPS R2 AND R -3 WHERE THE FOLLOWING APPLY: 12. 50REEN DOORS AND STORM DOORS ARE PERMITTED TO 5NING OVER 5TAIR5 OR LANDIN65. 2. EXTERIOR DOORS AS PROVIDED FOR IN SECTION 1003.5, EXCEPTION I, AND SECTION 10202, HHIGH ARE NOT ON AN ACCESSIBLE ROUTE. G. 1008.116 LANDINGS AT DOORS. LANDIN65 SHALL HAVE A WIDTH NOT LE55 THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, HHIGHEVER 15 GREATER. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMEN5ION BY MORE THAN 7 INCHES. LANDIN65 SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LE55 THAN 44 INCHES. EXCEPTION: LANDING LENGTH IN THE DIRECTION OF TRAVEL IN GROUPS R -3 AND U AND WITHIN INDIVIDUAL UNITS OF CROUP R-2 NEED NOT EXCEED 3,6 INCHES. D. 1008.1.7 THRESHOLDS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH IN HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR 5LIDIN6 DOORS 5ERVIN6 DWELLING UNITS OR 1/2 INCH ABOVE THE FINISHED FLOOR OR LANDING FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH AT DOORKAY5 SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). EXCEPTION: IN OCCUPANCY GROUP R-2 OR R -3, THRESHOLD HEIGHTS FOR SLIDING AND 510E- HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BE UP TO '7 3/4 INCHES IN HEIGHT IF ALL OF THE FOLLOWING APPLY: I. THE DOOR 15 NOT PART OF THE REQUIRED MEANS OF EORE55. 2. THE DOOR 15 NOT PART ON AN ACCESSIBLE ROUTE AS REQUIRED BY CHAPTER 11. 3. THE DOOR 15 NOT PART ON AN ACCESSIBLE UNIT, TYPE "A" UNIT OR TYPE "B" UNIT. E. 1008.1.8 DOOR ARRANGEMENT. SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF A DOOR SWINGING INTO THE SPACE. DOORS IN A SERIES SHALL 5HIN6 EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. EXCEPTION: 3. DOORS WITHIN INDIVIDUAL DWELLING UNITS IN GROUPS R-2 AND R -3 OTHER THAN WITHIN TYPE A DHELLIN& UNITS. F. 1008.1.4 DOOR OPERATIONS. EXCEPT AS SPECIFICALLY PERMITTED BY THI5 SECTION EORE55 DOORS SHALL BE READILY OPENABLE FROM THE EORE55 51DE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 6. 1008.1.42 HARDWARE HEIGHT. DOOR HANDLE5, PULLS, LATCHES, LOOKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISHED FLOOR. LOCK5 U5ED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. XI I I. 1004 STAIRWAYS A. 1004.4 WIDTH. THE WIDTH OF 5TAIRHAY5 SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT SUCH WIDTH SHALL NOT BE LE55 THAN 44 INCHES. EXCEPTION: 5TAIRHAY5 SERVING AN OCCUPANT LOAD OF LE55 THAN 50 SHALL HAVE A WIDTH OF NOT LE55 THAN 3,6 INCHES. B. 1004.7 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL COMPLY WITH SECTIONS 1004.7.1 THROUGH 1004.75.3 G. 1004.7.1 DIMENSION REFERENCE SURFACES. FOR THE PURPOSE OF THI5 SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. D. 1004.72 R15M HEIGHT AND TREAD DEPTH. STAIR R15ER HEICHT5 SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. THE RI5ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN N05IN05 OF ADJACENT TREADS. RECTANGULAR TREAD DEPTHS SHALL BE II INCHES MINIMUM MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS NOSING. EXCEPTION: IN GROUP R -3 000UPANCIE5; WITHIN DWELLING UNITS IN GROUP R-2 OCCUPANCIES; AND IN GROUP U OCCUPANCIES THAT ARE ACCESSORY TO INDIVIDUAL DWELLING UNITS IN CROUP R-2 OCCUPANCIES; THE MAXIMUM RISER HEIGHT SHALL BE -15/4 INGHE5; THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. A N051NO PROJECTION NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON 5TAIRHAY5 WITH SOLID RISERS WHERE THE TREAD DEPTH 15 LE55 THAN II INCHES. E. 1004.7.4 DIMENSIONAL UNIFORMITY. STAIR TREADS AND RISERS SHALL BE OF UNIFORM 51ZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RI5ER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 318 INCH IN ANY FLIGHT OF STAIRS. F. 1004.75.3 50LID RISERS. R15ER5 SHALL BE SOLID. EXCEPTION: SOLID R15ER5 ARE NOT REQUIRED FOR 5TAIRWAY5 THAT ARE NOT REQUIRED TO COMPLY WITH SECTION 1007.3, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PA55A0E OF A SPHERE WITH A DIAMETER OF 4 INCHES. 6. 1004.8 STAIRWAY LANDIN65. THERE SHALL BE A FLOOR OR LANDING AT TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF THE LANDIN65 SHALL NOT BE LE55 THAN THE WIDTH OF THE STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM WIDTH MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE KIDTH OF THE 5TAIRHAY. WHERE THE STAIRWAY HAS A 5TRA16HT RUN THE DEPTH NEED NOT EXCEED 48 INCHES. DOORS OPENING ONTO A LANDING SHALL NOT REDUCE THE LANDING TO LE55 THAN ONE -HALF THE REQUIRED WIDTH. WHEN FULLY OPEN THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO A LANDING. H. 1004.15 HANDRAILS. 5TAIRNAY5 SHALL HAVE HANDRAILS ON EACH SIDE AND SHALL COMPLY WITH SECTION 1012. WHERE OLA55 15 USED TO PROVIDE THE HANDRAIL, THE HANDRAIL SHALL AL50 COMPLY WITH SECTION 2407. EXCEPTION: DECKS, PATIOS AND HALKHAY5 THAT HAVE A SINGLE CHANGE IN ELEVATION WHERE THE LANDING DEPTH ON EACH SIDE OF CHANGE OF ELEVATION 15 GREATER THAN WHAT 15 REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. XIV. 1013 6UARD5 A. 1013.1 GENERAL. GUARD5 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 10132 THROUGH 10113.7. OPERABLE WINDOWS KITH SILLS LOCATED MORE THAN 72 INCHES ABOVE FINISHED &RAPE OR OTHER SURFACE BELOW SHALL COMPLY WITH SECTION 1013.8. B. 10132 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -51DED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, 5TAIR5, RAMPS AND LANDIN65 THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE HITH SECTION J607.8. G. 1013.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LE55 THAN 42 INGHE5 HIGH, MEASURED VERTICALLY AS FOLLOH5: I. FROM THE ADJACENT WALKING SURFACES; 2. ON STAIRS, FROM THE LINE GONNEGTIN6 THE LEADING ED&E5 OF THE TREAD NOSIN&5 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. EXCEPTION: FOR OCCUPANCIES IN GROUP R -3 NOT MORE THAN THREE STORIES ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R-2 NOT MORE THAN THREE STORIES ABOVE GRADE IN HEIGHT WITH SEPARATE MEANS OF EORE55, REQUIRED GUARDS SHALL NOT BE LE55 THAN 316 INGHE5 IN HEIGHT MEASURED VERTICALLY ABOVE THE ADJACENT HALKING SURFACES OR ADJACENT FIXED SEATING. D. 1013.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENIN65 HHIGH ALLOW PA55AOE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. E. 1013.6 WINDOW SILLS. IN OCCUPANCY 6ROUP5 R-2 AND R -3, ONE- AND TWO - FAMILY AND MULTIPLE- FAMILY DWELLINGS, WHERE THE OPENING OF THE 51LL PORTION OF AN OPERABLE HINDOW 15 LOCATED MORE THAN -12 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LE55 THAN 36 INCHES ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN HHIGH THE WINDOW I5 LOCATED. OPERABLE 5EGTION5 OF WINDOW SHALL NOT PERMIT OPENIN65 THAT ALLOW PA55AOE OF A 4 -INCH- DIAMETER SPHERE HHERE SUCH OPENIN65 ARE LOCATED WITHIN 3,6 INCHES OF THE FINISHED FLOOR. EXCEPTIONS: 2. HINDOH5 HH05E OPENINGS 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 2040. 4. WINDOWS THAT ARE PROVIDED KITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 1013.8.1 F. 1013.6.1 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F 2040. 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 10242 XV. EMERGENCY ESCAPE AND RESCUE A. 1024.1 GENERAL. IN ADDITION TO THE MEANS OF EORE55 REQUIRED BY THI5 CHAPTER, PROVISIONS SHALL BE MADE FOR EMERGENCY ESCAPE AND RESCUE OPENIN65 IN 6ROUP R-2 OCCUPANCIES IN ACCORDANCE WITH TABLES 10212(1) AND 10212(2) AND GROUP R -3 OCCUPANCIES. BASEMENTS AND 5LEEPIN& ROOMS BELOW THE FOURTH STORY ABOVE GRADE PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY E50APE AND RESCUE OPENING IN ACCORDANCE WITH THI5 SECTION. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY ESCAPE AND RESCUE OPENIN65 SHALL BE REQUIRED IN EACH 5LEEPIN6 ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. SUCH OPF-NIN65 SHALL OPEN DIRECTLY INTO A PUBLIC HAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC HAY. EXCEPTIONS: 3. BASEMENTS WITHOUT HABITABLE SPACES AND HAVING NO MORE THAN 200 SQUARE FEET IN FLOOR AREA SHALL NOT BE REQUIRED TO HAVE EMERGENCY E50APE AND RESCUE OPENINGS. B. 10242 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPFNIN05 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE -FLOOR EMERGENCY ESCAPE AND RE50UE OPENINGS SHALL BE 5 SQUARE FEET. G. 10242.1 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENING, HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INGHE5. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. D. I024.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INGHE5 MEASURED FROM THE FLOOR. E. IQ24.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RE50UE OPENIN65 SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, 6RILLE5, &RATES OR 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENIN65 PROVIDED THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES WITH SECTION 10242 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE HITHOUT THE USE OF A KEY OR TOOL OR FORGE GREATER THAN THAT HHIGH I REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. HHERE SUCH BAR5, 6RILLE5, &RATES OR 51MILAR DEVICES ARE INSTALLED IN EXISTING BUILDIN65, SMOKE ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 4072.11 REOARDLE55 OF THE VALUATION OF THE ALTERATION. F. 1024.5 HINDOH HELLS. AN EMERGENCY ESCAPE AND RESCUE OPENING WITH A FINISHED 51LL HEIGHT BELOW THE ADJACENT GROUND LEVEL SHALL BE PROVIDED HITH A WINDOW HELL I ACCORDANCE HITH SECTIONS 1024.5.1 AND 1024.52 6. 1024.5.1 MINIMUM SIZE. THE MINIMUM HORIZONTAL AREA OF THE HINDOH HELL SHALL BE 4 SQUARE FEET WITH A MINIMUM DIMENSION OF 36 INCHES. THE AREA OF THE WINDOW HELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. H. 1024.52 LADDERS OR STEPS. HINDOH HELLS HITH A VERTICAL DEPTH OF MORE THAN 44 INCHES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STEPS. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INGHE5, SHALL PROJECT AT LEAST 3 INCHES FROM THE HALL AND SHALL BE SPACED NOT MORE THAN IS INCHES ON CENTER (O.O.) VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW HELL. THE LADDER OR STEPS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF THE HINDOH HELL BY MORE THAN,& INCHES. THE LADDER OR STEPS SHALL NOT BE OBSTRUCTED BY THE EMERGENCY ESCAPE AND RESCUE OPENING. LADDERS OR STEPS REQUIRED BY THI5 SECTION ARE EXEMPT FROM THE STAIRWAY REQUIREMENTS OF SECTION 1004. SAFTTY GLAZING ('12 IBC) A. 240,63 IDENTIFICATION. EXCEPT AS INDICATED IN 5EGTION240,63.1 EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION 5PEGIFYING WHO APPLIED THE DE510NATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH HHIGH IT COMPLIES, AS HELL A5 THE INFORMATION SPECIFIED IN 5ECTION2403.1. B. 240,6.4.1 &LAZING IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5HIN61N6, 5LIDIN6 AND BI -FOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. G. 240,6.42 6LAZIN6 ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE NEAREST VERTICAL EDGE OF THE GLAZING 15 WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED P051TION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN,60 INCHES ABOVE THE FLOOR OR HALKIN& SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. D. 240,6.43 6LAZIN6 IN HINDOHS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 GREATER THAN 4 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN IS INCHES ABOVE THE FLOOR; 3. THE TOP EDGE OF THE GLAZING 15 GREATER THAN 3,6 INCHES ABOVE THE THE FLOOR; 4. ONE OR MORE WALKING SURFACES ARE WITHIN 3b INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. u W, ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 oUHLINHH P, I m H v o vQ 0 Lo Qw QQ zV00 Q ��, P 0 Q O N d� z <0 z z 0 W J Q 41::c O O oUHLINHH P, I m H v O 1 6101 O O O O O O I I r I I I I it llN I i- -2o-E ��N I i =� -------------------- II II II III II II II II II O rj--'� .42., i i i i i O O U I T=-21 llN I i —�� DEMOLITION KEY - PLAN REMOVE EX15TINO DOOR OR WINDOW, $ TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOOR5 $ HINDOH5; REMOVE DOOR FRAME 4 THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, $THRESHOLD OR HINDOH, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; 5EE DETAIL I OR-2 5HEET A7.2. - RESET EXI5TING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN IN5TALLED. REFER TO SHEET'S A2.1 $ A22 FOR LOCATION. REMOVE EXISTING GUARDRAILS, HOOD DECKING, DECK FRAMING, AND HOOD 5TEP5, U.N.O. RE: 5T'RUCTURAL FOR ADDITIONAL REQUIREMENTS. EXI5TING TRIM AND DOOR, PREP ROUGH OPENING FOR NEH OVER -HEAD DOOR W HOOD CLADDING, AND OPERATOR. RE: SPEC. BOOK - - - - - - PATCH AND REPAIR EXI5TING STUCCO. 2 GOATS OF - - - - - - PAINT RE: PAINT 5PEC S 5HEET TH. r- - - - - - NO DEMO TH15 AREA, RE DETAILS FOR INTEGRATION W I SURROUNDING AREAS. DEMOLITION NOTES THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER 'l2 IBG SECTION 330,6 $ TABLE 330,6.1. 3. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4. HHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENT5 OF UTILITY D15TRIGT5 AND ALL PERTINENT CODES. 5. PROTECT ALL SURROUNDING HALL SEPARATION RATINGS $ FLOOR/CEILINO ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. b. PROTECT ALL MECHANICAL DUGT5 (RETURN 4 SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRI5 OR FOREIGN MATERIALS THAT GOULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR D15RUPT ADJACENT OPERATIONS. 7. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, 4 MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. 5. PROPER TRASH REMOVAL SHALL BE COORDINATED WITH PROPERTY MANAGER. 4. MANAGE 5ALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING I NVENTORY $ CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. — - - - - - - - - - - - - - - - - O BASEMENT LEVEL DEMO PLAN 50ALE: 1/ 4" = I' - O" LN FIR ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com O FAX 949.5205 (i) O z .422 O O 0 UILDI G PERMIT m ..to vQ 0 Lo N DZ � w � oo zV0O a *Po N 4cc: U) Q Q cl� od,zJO N QO tz Z 0 � � U �J Q Q `o > tr- 0) 0 chm UILDI G PERMIT O O DEMOLITION KEY - PLAN I REMOVE EXISTING DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 WINDOWS; REMOVE DOOR FRAME 4 THRESHOLD) REMOVE EXISTING DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLASHING; SEE DETAIL I OR-2 5HEET A72. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLASHING HA5 BEEN INSTALLED. REFER TO 5HEET'S A2.1 4 A22 FOR LOCATION. REMOVE EXISTING GUARDRAILS, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5, U.N.O. RE: 5TRUGTI)RAL FOR ADDITIONAL REQUIREMENTS. EXISTING TRIM AND DOOR, PREP ROUGH OPENING O FOR NEW OVER -HEAD DOOR W/ WOOD CLADDING, AND OPERATOR. RE: SPEC. BOOK - - - - - - PATCH AND REPAIR EXISTING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEO S 5HEET TH. r- - - - - - NO DEMO TH15 AREA, RE DETAILS FOR INTEGRATION W/ SURROUNDING AREAS. L - - _ - i OREMOVE WOOD FRAMED WALL &REPLACE W/ GMU BLOCK WALL, MATCH GAP HEIGHT TO TOP RAIL HEIGHT AT TRASH ENCLOSURE, STUGGO SYSTEM OVER GMU BLOCK WALL PER SPECIFICATIONS I O O O - - - 0 K I TGHEN 101 I n O - 2 O O O EN RY h II I DININO ROOM lol I \---PRIOR TO DEMOLITION OF DECK: GONTRAGTOR TO VERIFY ALL DECK DIMENSIONS 50 THAT THE DECK CAN BE REBUILT TO THE SAME 51ZE AND LOGATI ON O O O REMOVE WOOD FRAMED WALL $ REPLACE W/ GMU BLOCK WALL, MATCH GAP HEIGHT TO TOP RAIL HEIGHT AT TRASH ENCLOSURE, r_Tllii/1 /_/r'Ti�AA /1 \ /1= IAAll Ml -III I.IAI I i I r I i A TI /1 I UNIT 20 GARDEN WALK DEMO PLAN 5GALE: 1/ 4" = I' - O" 0 llNli��O UNIi�2 20 OARAOE 101 1 - I 0 I UP DN 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 i OARAOE IOI L_ O O O 1 .42.1 U T =� U N I T =22 22 O •I o I I ENTRY 1 1 1 1 1 1 1 I I I I UP 101 — 1111111 I I \ DN \ \ I \\ I I \\ I \ \ \ LIVING ROOM 101 I I PRIOR TO DEMOLITION OF DECK: CONTRACTOR TO VERIFY ALL DECK DIMENSIONS 50 THAT THE DECK CAN BE REBUILT TO THE SAME 51ZE AND LOCATION O 1 LIVING ROOM � 101 OUT 4 PREP NEW OPENING FOR WINDOW J� O_ J L E3REAKEAST NOOK 101 I I I I I I I I I I I I I I I I I I I I LJ 0 7> lup IEN 1 1 1 1 1 1 1 DN 1 I I I I I 1 1 1 1 1 1 1 D I N I NO ROOM 101 REMOVE 111002 FRAMED W PLACE W/ GMU BLOCK WALL, O MATCH GAP HEIGHT TO TOP RAIL IOHT AT TRASH ENGL05URE, v STUCCO- SYSTEM OVER GMU BLOCK WALL PER 5PEGIFICATION5 1 O O OARAOE 101 ENTRY j101 I I O 1> > (DW) i ii it UNIT =_ GA 50ALE: 1/ 4" = 1'- O" O KITCHEN 101 EN WALL DEMO PLAN IO REMOVE A00r) FRAMED NALL PLACE W/ GMU BLOCK WALL, MATCH GAP HEIGHT TO TOP RAIL H 16 HT AT TRASH ENCLOSURE, STUCCO 5Y5TEM OVER GMU BLOCK WALL PER SPECIFICATIONS II DINING ROOM I� 101 I LIVING ROOM I 101 I (DN) 111 FIR ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 B 970,949,5200 O vmda @vmda,com O FAX 949.5205 (E E) z �azz O O V1.7 R : �K n } D A?,, F E R LJ V LJ H U O PRIOR TO DEMOLITION OF DEGK: GONTRACTOR TO VERIFY ALL DECK DIMENSIONS 50 THAT THE DECK CAN BE REBUILT TO THE SAME 51ZE AND LOCATION 1 O O �2 O O O O 1O RST LEVEL DE �� PLAN � I � I 3. MAINTAIN EXISTING MEANS OF EGRESS A5 REQllIRED 6. PROTECT ALL MECHANICAL DllGTS (RETllRN $ SUPPLY - DEM®L T O I �l NOTES BY BUILDING OFFICIAL. TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE SCALE: 1/ 4" = 1'- O" THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION 4. WHERE REQUIRED FOR DEMOLITION OR OTHER GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE OF CARE AND INSURANCES IN PLACE. PROTECTION 4 ANY POWER SHALL BE DISCONNECTED 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AND GAPPED IN STRICT ACCORDANCE WITH THE AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, 4 1. A 50HEDULE FOR DEMOLITION, IF REQUIRED BY VAIL APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW BUILDING OFFICIAL SHALL BE SUBMITTED BY D15TRIGT5 AND ALL PERTINENT CODES. CONSTRUCTION. CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 5. PROTECT ALL 5URROUNDIN6 WALL SEPARATION 8. PROPER TRASH REMOVAL SHALL BE COORDINATED 15 RECEIVED BY BUILDING OFFICIAL. RATINGS $ FLOOR/CEILING A55EMBLIE5 TO THEIR FULL WITH PROPERTY MANAGER. INTEGRITY - ADVISE OWNER OF ANY CONGEALED 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL BREACHES D15GOVERED IN THE PROGE55 OF DEMOLITION q. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FOR PEDESTRIAN PROTECTION, PER 'l2 IBC SECTION 5506 50 AS TO ACCOMMODATE COSTS THEREFORE. FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS $ TABLE 33016.1. FOR REUSE, AS NOTED IN THESE DOCUMENTS. cn ..J C) COD Q 0 Lo N � w � 00 0 zVzo N U) Q Q cl� 6 N < -i O tz Z 0 U) � U Q QL0 O F E R LJ V LJ H U O PRIOR TO DEMOLITION OF DEGK: GONTRACTOR TO VERIFY ALL DECK DIMENSIONS 50 THAT THE DECK CAN BE REBUILT TO THE SAME 51ZE AND LOCATION 1 O O �2 O O O O 1O RST LEVEL DE �� PLAN � I � I 3. MAINTAIN EXISTING MEANS OF EGRESS A5 REQllIRED 6. PROTECT ALL MECHANICAL DllGTS (RETllRN $ SUPPLY - DEM®L T O I �l NOTES BY BUILDING OFFICIAL. TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE SCALE: 1/ 4" = 1'- O" THE FOLLOWING NOTES ARE TO A5515T IN COORDINATION 4. WHERE REQUIRED FOR DEMOLITION OR OTHER GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD PROJECT REQUIREMENT5, ALL SERVICE UTILITY, FIRE OF CARE AND INSURANCES IN PLACE. PROTECTION 4 ANY POWER SHALL BE DISCONNECTED 7. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AND GAPPED IN STRICT ACCORDANCE WITH THE AREAS 4 PUBLIC AREAS FREE OF ALL DUST, DEBRIS, 4 1. A 50HEDULE FOR DEMOLITION, IF REQUIRED BY VAIL APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW BUILDING OFFICIAL SHALL BE SUBMITTED BY D15TRIGT5 AND ALL PERTINENT CODES. CONSTRUCTION. CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 5. PROTECT ALL 5URROUNDIN6 WALL SEPARATION 8. PROPER TRASH REMOVAL SHALL BE COORDINATED 15 RECEIVED BY BUILDING OFFICIAL. RATINGS $ FLOOR/CEILING A55EMBLIE5 TO THEIR FULL WITH PROPERTY MANAGER. INTEGRITY - ADVISE OWNER OF ANY CONGEALED 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL BREACHES D15GOVERED IN THE PROGE55 OF DEMOLITION q. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FOR PEDESTRIAN PROTECTION, PER 'l2 IBC SECTION 5506 50 AS TO ACCOMMODATE COSTS THEREFORE. FROM BUILDING INVENTORY$ CONSTRUCTION COMPONENTS $ TABLE 33016.1. FOR REUSE, AS NOTED IN THESE DOCUMENTS. O E) z42.i O O O O llNli��o kNli�� O1 .42.1 O O llNli�--21 llNli�--22 DEMOLITION KEY - PLAN REMOVE EX15TINO DOOR OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW - (TYP. FOR EXT. DOORS 4 NINDOW5; REMOVE DOOR FRAME 4 THRE5HOLD) REMOVE EXISTING DOOR, DOOR FRAME, 4THRE5HOLD OR WINDOW, 4 TRIM. PREP ROUGH OPENING FOR NEW FLA5HING; 5EE DETAIL I OR -2 SHEET A72. - RE5ET EXISTING DOOR OR WINDOW ONCE NEW FLA5HIN65, HA5 BEEN INSTALLED. REFER TO SHEET'S A2.1 4 A22 FOR LOCATION. REMOVE EXISTING GUARDRAIL5, WOOD DECKING, DECK FRAMING, AND WOOD 5TEP5, U.N.O. RE: STRUCTURAL FOR DEMOLITION NOTES THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2. CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER 'l2 IBC SECTION 33016 $ TABLE 330,6.1. 3. MAINTAIN EX15TINO MEANS OF EORE55 AS REQUIRED BY BUILDINO OFFICIAL. 4. WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE PROTECTION 4 ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS AND ALL PERTINENT CODES. 5. PROTECT ALL 5URROUNDING HALL SEPARATION RATINGS $ FLOOR/GEILINO ASSEMBLIES TO THEIR FULL INTEOR17Y - ADVISE OWNER OF ANY CONGEALED BREACHES DISCOVERED IN THE PROCE55 OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. b. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY - TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE 15RJPT ADJACENT OPERATION5. m SEC,OND LEVEL DEMO PLAN 56ALE: 1/ 4" = I' - O" 0 O O (i) ZEP ALL COMMON AREAS, OUTDOOR AREAS FREE OF ALL DUST, DEBRIS, $ THE DURATION OF DEMOLTION 4 NEW iH REMOVAL SHALL BE COORDINATED MANAGER. ,/AGE OF ALL MATERIALS MATERIALS NVENTORY$ GON5TRUGTION COMPONENTS OTED IN THESE DOCUMENTS. O O OE O /2---� .422 O O 0 1'I loJ \I ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 VI TOR o D N UILDI G PERMIT oa �o COD Q 0 Lo N DZ � W � 00 z < P 0 C) N U) Q Q cl� od,zJO N QO L: Z 0 � � U Q Q `o > *—m 0 chm UILDI G PERMIT O 00 NN 0 O� F mw O O O 0 m FE O O O O O O O N4110or llN l i =20_ ���llN l i =� I UN l i =21 llN l i =�� i iii i I m 5ASEMENT LEVEL FLOOR PLAN 50ALE: I / 4" = I' - O" O O O O O O O O O z O O W W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 EXTERIOR COLORS � MATERIALS LEGEND NEW 5 -GOAT STUCCO 5Y5TEM: 5TO POWERWALL FIN15H (FREEFORM TEXTURE - LACE TO MATCH PHASE 1), 5TO PRIMER/ADHESIVE -B, SCRATCH (318") 4 BROWN COAT (3/8 ") H/ EMBEDDED CRACK ISOLATION MESH, 17 GA SELF - FURRED WOVEN STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR Q OWNER APPROVAL FOR STUCCO TEXTURE 4 COLOR. RE: WALL N DW DETAIL SHEET FOR ADDITIONAL INFORMATION. 0� NEW HOOD SIDING: 1x8 R.S. CHANNEL LAP CEDAR SIDING zVoo Q�P0 OVER NEW-2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. N ¢ 3 ORE: NEW2x R5 CEDAR WOOD TRIM AND RIM JOI5T5: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. O N EXISTING METAL ROOF 5HIN07LE5: TO REMAIN -NO CHANGE Z U)O NO WORK, U.N.O. z NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AHN �j CEDAR, STAINED. RE: DETAILS ON SHEET gb.l. NEW DECKING D SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE W 0 COD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. L EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT; REFER TO PAINT SPEC. SCRAPE CLEAN ALL SURFACES AS REQUIRED. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW OVERHEAD DOOR (PER SPEC) WITH Ix8 R.5. CEDAR CLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWN5POUT5: REMOVE EXISTING GUTTERS 4 O DOWN5POUT5 AS NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING 5TUC00. 2 COATS OF PAINT RE: PAINT SPECS SHEET TH, U.N.O. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 12 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH m 5ASEMENT LEVEL FLOOR PLAN 50ALE: I / 4" = I' - O" O O O O O O O O O z O O W W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 [P[ERM0V m �o vow Q N DW 0� (.0 00 zVoo Q�P0 N ¢ Q Q ry O O N Q - Z U)O z r-) C) D �■■■. W 0 J Q L 0 [P[ERM0V TRASH ENOLC PAINTED PER DOORS, WALL 5TANDING 5E. RE: PROJECT UNIT 20 GARDEN. PLAN i -q-o UN FIRST LEVEL FLOOR PLAN W "7 MA7FRI AI 1; 1 F(--jr-Nfi-) NEW 3 -GOAT STUCCO SYSTEM: 5TO POHERHALL FIN15H (FREEFORM TEXTURE - LACE TO MATCH PHASE 1), 5TO PRIMER/ADHE5IVE -B, 50RATCH (315 ") $ BROWN COAT (3/5 ") H/ EMBEDDED CRACK 150LATION MESH, Ii GA SELF- FURRED WOVEN 5TU000 NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR OWNER APPROVAL FOR STUCCO TEXTURE t COLOR. RE: WALL DETAIL SHEET FOR ADDITIONAL INFORMATION. NEW WOOD 51DIN67: Ix5 R.5. CHANNEL LAP CEDAR 51DING OVER NEW2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. NEW-2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK, U.N.O. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. RE: DETAILS ON SHEET Ao.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE COD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT; REFER TO PAINT SPEC. 50RAPE 4 CLEAN ALL SURFACES AS REQUIRED. UN 1'I [IrL ARCHITECTS A i�� " 90 W BENCHMARK ROAD UNIT -2-2 5ARbtN NALL PLAN SUITE 207 SGALE: I / 4" = r - V BOX 5 3 0 0 AVON, CO 81620 B 910.949.5200 vmda @vmda,com FAX 949.5205 I I I l I l I I LINE OF CEILING ABOVE I 12 I II I I o ❑ I - I D I N I NO ROOM I _ 101 I 14 I ----------- - - - - -� I I 22.I.G 22.1.E 22.1.E I L I I I I r LLJ I I II I -- �'- IL ------------------------------- - - - - --< WINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND cn GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 RESET. I I COATS OF PAINT RE: PAINT 5PEC'5 SHEET TI.1, U.N.O. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM INSTALL NEW OVERHEAD DOOR (PER SPEC) WITH Ix5 R.5. I2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CEDAR CLADDING, AND OPERATOR. COD CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH Lo N 0 4 SEAL WITH TWO COATS OF CLEAR MASONRY SEALER. 5711000 SOFFIT ABOVE, RE: DETAIL(5) 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH P OWNER 4 OHNNER'5 REP. GUTTERS $ DOHN5POUT5: REMOVE EXISTING GUTTER5 $ ALTERNATE DECK BID: REMOVE DECKING AND RAILING DOHN5POUT5 AS NECE55ARY AND REINSTALL AFTER BUILDING U.4 ONLY. ARCHITECT / 5T5UU6T1JRAL ENGINEER TO INSPECT IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT FRAMING AND DETERMINE IF ACCEPTABLE. WALL FINISHES. UILDI G PERMIT cn ..J n COD Q 0 Lo N 0 Z � w � 00 zVoo < P C) N U) Q Q O� 6 N < _j O � z O � 0 U Q Q `o > O UILDI G PERMIT O 2 O O O O O O O O ANT=�� NT =� I rc O O UNli�22l UNIi�_2_2 EX15TINO HOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN A5 15 WITH NEW PAINT; REFER TO PAINT 5PE0. SCRAPE GLEAN ALL SURFACES A5 REQUIRED. -� WINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. ■ m m m m m m ■ I — ■ EXISTING CUTTER ® RAKE WALL, REMOVE A5 REQUIRED 4 REU5E EX15TINO D LEV[ L FLOOR FLA' © EXI5TINC DOWNSPOUT, REMOVE A5 REQUIRED $ REU5E EXI5TINC / ■ ■ ■ ■ ■ ■ NEW CUTTER REQUIRED - MATCH EXISTING IN 51ZE, SHAPE 4 COLOR ® NEW DONNSPOUT REQUIRED, MATCH EX15TINO DONN5POUT5 AD 6ARACE DOOR: REMOVE EXI5TIN6 AND OVERHEAD DOOR (PER 5PEC) WITH Ix8 R.5. �DINC, AND OPERATOR. FIT ABOVE, RE: DETAIL(5) >OHN5POUT5: REMOVE EXISTING CUTTER5 4 i A5 NECE55ARY AND RE I N5TALL AFTER BU I LD I N6 T5 COMPLETION. PAINT TO MATCH NEW ADJACENT -5. _L: PATCH AND REPAIR EXI5TIN0 5171000. 2 AINT RE: PAINT 5PEC'S SHEET TI.1, U.N.O. 4 GARDEN PAVERS: EXISTING PAVER SYSTEM IN, RE -5ET L005E AND REPLACE BROKEN OR WER5, REGROUP A5 NECE55ARY, POWER -HA5H TWO C.OAT5 OF CLEAR MA50NRY SEALER. INSULATION: ADD INSULATION, COORDINATE WITH O NNER'S REP. B BECK BID: REMOVE DEGKIN6 AND RAILING I TECT / 5TRUCTURAL ENGINEER TO INSPECT OG 7 DETERMINE IF ACCEPTABLE. �D 50ALE: 1/ 4" = I' - O" 1 O O 22 O O O O OF 1 O O .422 O O 0 LN 161\1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 VI nTOR o D N �1 EXTERIOR GOLORS $ MATERIALS LEGEND NEW 3 -00AT 5171000 5Y5TEM: 5TO POWERWALL FIN15H (FREEFORM TEXTURE - LACE TO MATCH PHA5E 1), 5TO PRIMER/ADHE5IVE -B, 5GRATCH (3/8 ") 4 BROWN COAT (3/8 ") H/ EMBEDDED CRACK ISOLATION MESH, 11 CA SELF - FURRED WOVEN 5TUOCO NETTING. CONTRACTOR 5HALL PROVIDE MOCK -UP FOR O OWNER APPROVAL FOR 57VOCO TEXTURE 4 COLOR. RE: WALL N DZ DETAIL SHEET FOR ADDITIONAL INFORMATION. � w NEW WOOD SIDING: Ix8 R.5. CHANNEL LAP CEDAR SIDING zVoo Q OVER NEW2x VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. N 4cc: O 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. od,zJO N EXISTING METAL ROOF 5HINCLE5: TO REMAIN -NO CHANGE 4 QO NO WORK, U.N.O. � Z NEW DECK/BALCONl' 4 6UARDRAIL5: SHALL BE ROUGH 5AWN � 0 CEDAR, 5TAINED. RE: DETAILS ON 5HEET A6.1. NEW DECKING SHALL BE EVERORAIN, CLA5510 COLLECTION, COLOR 'GAPE �J COD 6RAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EX15TINO HOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN A5 15 WITH NEW PAINT; REFER TO PAINT 5PE0. SCRAPE GLEAN ALL SURFACES A5 REQUIRED. -� WINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. ■ m m m m m m ■ I — ■ EXISTING CUTTER ® RAKE WALL, REMOVE A5 REQUIRED 4 REU5E EX15TINO D LEV[ L FLOOR FLA' © EXI5TINC DOWNSPOUT, REMOVE A5 REQUIRED $ REU5E EXI5TINC / ■ ■ ■ ■ ■ ■ NEW CUTTER REQUIRED - MATCH EXISTING IN 51ZE, SHAPE 4 COLOR ® NEW DONNSPOUT REQUIRED, MATCH EX15TINO DONN5POUT5 AD 6ARACE DOOR: REMOVE EXI5TIN6 AND OVERHEAD DOOR (PER 5PEC) WITH Ix8 R.5. �DINC, AND OPERATOR. FIT ABOVE, RE: DETAIL(5) >OHN5POUT5: REMOVE EXISTING CUTTER5 4 i A5 NECE55ARY AND RE I N5TALL AFTER BU I LD I N6 T5 COMPLETION. PAINT TO MATCH NEW ADJACENT -5. _L: PATCH AND REPAIR EXI5TIN0 5171000. 2 AINT RE: PAINT 5PEC'S SHEET TI.1, U.N.O. 4 GARDEN PAVERS: EXISTING PAVER SYSTEM IN, RE -5ET L005E AND REPLACE BROKEN OR WER5, REGROUP A5 NECE55ARY, POWER -HA5H TWO C.OAT5 OF CLEAR MA50NRY SEALER. INSULATION: ADD INSULATION, COORDINATE WITH O NNER'S REP. B BECK BID: REMOVE DEGKIN6 AND RAILING I TECT / 5TRUCTURAL ENGINEER TO INSPECT OG 7 DETERMINE IF ACCEPTABLE. �D 50ALE: 1/ 4" = I' - O" 1 O O 22 O O O O OF 1 O O .422 O O 0 LN 161\1 ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 VI nTOR o D N �1 UI V MEN G PERIT oa �o vQ O Lo N DZ � w � oo zVoo Q *Po N 4cc: U) Q a 0� od,zJO N QO � Z 0 � 0 U �J Q Q `o > d) 0 UI V MEN G PERIT UN T rk I-f-I Z7 UN T 2_I UNIT 220 EX15T1N6 Ix TRIM _ _ ,� BASEMENT LEVEL TO REMAIN - - - - - - - - - - - - - - - - - - 8245,61' EXI5TING 2x FA501A� TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER CASINO BEAD NEW 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM TYVEK, WEATHER BARRIER - RE: SPEC. EAVE DETAL SCALE: 1 I/2" = 1'- O" _ 2ND LEVE 8258.41' - i EXISTING ROOF ASSEMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXI5TIN5 2x 5TUDWALL TO REMAIN @ STU��O. UNIT22: WINDOW HIDDEN, FIELD VERIFY DIMENSIONS PRIOR TO ORDERING ir--------- - - - - -- i 1 � i EXI5TIN6 CHIMNEY'S TO BE PAINTED, 2 COATS OF PAINT, RE: PAINT 5PEG'5 TI.I 22.2. 1 3 iii � hi 202.A 3 O 6 METAL FLASHING ROOF NEW 3 -00AT STUCCO SYSTEM: 5TO POWERWALL FINISH STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 4 DOWN5POUT5: REMOVE EXISTING GUTTERS $ 2 .46.1 i i i i i i i i i i i ��� �� 5GALE: 1/ 4" = I' - O" � Ti i i NEW STUCCO PEDESTAL/ WALL W/ STONE GAP RE: DETAILS 21.OW.1 20.1.1 0.12 20.I.G 20.1.E T e e 0 0 UNIT 220 UNIT 22 Rk5HT ELEVATION BASEMENTLEYEL ---------------------- - - - - -- 824 0 EXISTING Ix TRIM TO REMAIN EXISTING 2x FASCIA TO REMAIN EXI5TIN6 SOFFIT VENT TO REMAIN CAULK BEAD NEW2xl0 CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2" EXTRUDED FOAM INSULATION NEW IXS CEDAR LAP 51DING TYVEK, WEATHER BARRIER - RE: SPEC. EXTERIOR COLORS $ MATERIALS LEGEND V .'�ww�l ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX q4q M( EAVED E T L @ SO 5 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW OVERHEAD DOOR (PER SPEC) WITH Ix8 R.5. �T SCALE: 1 1/2" = 1' - O" T _ 2ND LEVEL 8263.41' A-, IST LEVEL c to 0 Ll UNIT -2-2 BASEMENT LEVEL 8245.61' a NEW 3 -00AT STUCCO SYSTEM: 5TO POWERWALL FINISH STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 4 DOWN5POUT5: REMOVE EXISTING GUTTERS $ ® DOWNSPOUTS AS NEGE55ARY AND REINSTALL AFTER BUILDING (FREEFORM TEXTURE - LACE TO MATCH PHASE 1), 570 IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT Cn WALL FINISHES. p n n H L D H (D GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPECS SHEET TI.I, U.N.O. PRIMER/ADHE5IVE -B, SCRATCH (3/8 ") $ BROWN GOAT (3/89 W/ ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR @COPYRIGHT CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH EMBEDDED CRACK ISOLATION MESH, 17 OA SELF- FURRED WOVEN 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. Donaldson N:- ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH Architects All Rights OWNER 4 OWNNER'5 REP. Reserved STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK -UP FOR 1 ONLY. ARCHITECT / STRUCTURAL ENGINEER TO INSPECT FRAMING AND DETERMINE IF ACCEPTABLE. CONTROL JOINTS: REFERENCE A5TM G 1063 OWNER APPROVAL FOR STUCCO TEXTURE 4 COLOR. RE: WALL 1.10.1.4 LL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND Q ' 03113120 7. 11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51 No A 51NOLE DETAIL SHEET FOR ADDITIONAL INFORMATION. NEW WOOD 51DINO: Ix8 R.5. CHANNEL LAP CEDAR 51DINO V O NOT LE55 THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL 7.11.4.1 CONTROL JOINTS - GONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN EXTERIOR 0� 100 FT Z FOR ALL HORIZONTAL APPLICATIONS, THAT I5, GEILIN65, GURVE5, OR ANGLE TYPE ELEVATIONS FINISH DETAILS. N 7.11.42 THE P15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR _O EXISTING ROOF A55EMBLY CEILING FRAMING OR FURRING CHANGES DIRECTION. NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: Q 1 L w Z 00 TO REMAIN RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. z O EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 Q O Q Q NO WORK, U.N.O. 'r- N ¢ C/) Q O� EXISTING 2x SPACER TO REMAIN] NEW DECK /BALCONY 4 6UARDRAIL5: SHALL BE ROUGH SAWN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING O Z O 'GAPE Q SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR N O EXISTING PLYWOOD GOD GRAY' ATTAGHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. — O Q V TO REMAIN x STUDWALL EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN w 0� J A515 WITH NEW PAINT; REFER TO PAINT SPEC. SCRAPE � Q GLEAN ALL SURFACES AS REQUIRED. � O > -7 WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND O RESET. EAVED E T L @ SO 5 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW OVERHEAD DOOR (PER SPEC) WITH Ix8 R.5. �T SCALE: 1 1/2" = 1' - O" T _ 2ND LEVEL 8263.41' A-, IST LEVEL c to 0 Ll UNIT -2-2 BASEMENT LEVEL 8245.61' a CEDAR CLADDING, AND OPERATOR. STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 4 DOWN5POUT5: REMOVE EXISTING GUTTERS $ ® DOWNSPOUTS AS NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. p n n H L D H (D GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPECS SHEET TI.I, U.N.O. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR @COPYRIGHT CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH Victor Mark 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. Donaldson N:- ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH Architects All Rights OWNER 4 OWNNER'5 REP. Reserved ALTERNATE DECK BID: REMOVE DECKING AND RAILING 1 ONLY. ARCHITECT / STRUCTURAL ENGINEER TO INSPECT FRAMING AND DETERMINE IF ACCEPTABLE. CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND ED AT EACH 5 ' 03113120 7. 11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51 No A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE 1332 NOT LE55 THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - GONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN EXTERIOR WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT Z FOR ALL HORIZONTAL APPLICATIONS, THAT I5, GEILIN65, GURVE5, OR ANGLE TYPE ELEVATIONS 57214TURE5. 7.11.42 THE P15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. /� ^ 0 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE 1 L EXTERIOR WALL. /L�� . 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. NEW 5TUCCO PEDESTAL/ HALL H/ STONE GAP RE: DETAIL5 i i i i i i i i i -- ----------------- (-5) EXISTING CHIMNEY'S TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT 5PEC'5 TI.1 5 6 BSI oil SCALE: 1/ 4" = I' -o " jig u !i !HIDDEN BEYOND Yom, i 212.8 212.A ■ 2 u X46.1 ii 3 u ii .46.1 U N I T =2_2 UNIT FTELEVATFO 50ALE: I / 4" = I' - O" CONTROL JOINT5: REFERENCE A5TM G 10,63 1.10.1.4 LATH 5HALL NOT BE CONTINUOUS THROUGH CONTROL JOINT5 BUT 5HALL BE STOPPED AND TIED AT EACH 51DE. 1.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51N6 BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NG BEAD5. THE SEPARATION SPACING 5HALL BE NOT LE55 THAN 1/5 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND 5HALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINT5 5HALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINO5, CURVES, OR ANGLE TYPE STRUCTURES. 1.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 15 FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF _::Z2i TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT 5HALL BE IN5TALLED WHERE AN EXPANSION JOINT OCCURS IN THE BA5E EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES 5HALL BE GON5IDERED A5 CONTROL JOINTS. _ 2ND LEVEL 8265.41 ' 15T LEVEL 8254.41' _ BASEMENT LEVEL 8245,61' EXTERIOR COLORS $ MATERIALS LEGEND u W, ARCHITECTS qD LEVEL 90 W BENCHMARK ROAD 265.41' SUITE 207 BOX 5300 AVON, CO 81620 ,T_ LEVEL 254.41' 45EMENT LEVEL 245,61' NEW 3 -GOAT STUCCO 5Y5TEM: 5TO POWERHALL FIN15H (FREEFORM TEXTURE - LACE TO MATCH PHASE 1), 5TO PRIMER/ADHESIVE -B, SCRATCH (3/5 ") 4 BROWN GOAT (315 ") H/ EMBEDDED CRACK 150LATION MESH, 17 OA SELF - FURRED WOVEN STUCCO NETTING. CONTRACTOR 5HALL PROVIDE MOCK-UP FOR OWNER APPROVAL FOR STUCCO TEXTURE $ COLOR. RE: HALL DETAIL SHEET FOR ADDITIONAL INFORMATION. NEW HOOD SIDING: Ix5 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. 3 NEH2x R5 CEDAR HOOD TRIM AND RIM JOI5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAIL5. EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE 4 NO WORK, U.N.O. NEW DECK/BALCONY $ OUARDRAIL5: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAIL5 ON SHEET A6.1. NEH DECKING 5HALL BE EVERGRAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT $ FASCIA AT ROOF: 5HALL REMAIN AS 15 WITH NEW PAINT; REFER TO PAINT SPEC. SCRAPE GLEAN ALL 5URFACE5 A5 REOUIRED. WINDOWS AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RE5ET. 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXI5TINO AND IN5TALL NEW OVERHEAD DOOR (PER SPEC) WITH Ix5 R.5. CEDAR CLADDING, AND OPERATOR, G� 5TUGCO SOFFIT ABOVE, RE: DETAIL(5) OUTTER5 $ DOHN5POUT5: REMOVE EXISTING OUTTER5 4 O DOWNSPOUTS A5 NECE55ARY AND REIN5TALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FIN15HE5. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEC'S SHEET TI.I, U.N.O. ENTRY PATIO $ GARDEN PAVER5: EXISTING PAVER 5Y5TEM I� 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REOROUP A5 NEGE55ARY, POWER -HASH $ SEAL WITH TWO COATS OF CLEAR MA50NRY 5EALER. ADDITIONAL IN5ULATION: ADD IN5ULATION, COORDINATE WITH OWNER $ OHNNER'S REP. I4 ALTERNATE DECK BID: REMOVE DECKING AND RAILING ONLY. ARCHITECT / 5TRUCTURAL ENGINEER TO INSPECT FRAMING AND DETERMINE IF ACCEPTABLE. 970.949.5200 vmda @vmda.com FAX 9fl9 57f1ti oUHLINHH Q vQ O Lo Z W op zV00 Q P Q Q O o N Q� z U)O �OQU z � � W � J Q 41::c O O oUHLINHH 3 �Qp 2 1 J a O w O ¢ m � o N w N INTERIOR 0 z f 0 COVERED PATIO 1/2" EXTRUDED FOAM INSULATION NEW TYVEK WEATHER BARRIER RE: SPEC. ANEW 5TUCGO SYSTEM PLYWOOD 5HEATHIN6 NEW 22 GAUGE GALVANIZED FLASHIN6 OVER PLYWOOD SHEATHING d FOUNDATION WALL AS5HOWN NEW PRESSURE TREATED 2x4 NAILER FOUNDATION WEEP SCREED RE: FLASHING DETAIL NOTES FLASHING W/ HEMMED DRIP EDGE W/ BACKER ROD d SEALANT RE: FLASHING DETAIL NOTES rWHEN REIN5TALLING EXISTING PAVERS, z / ENSURE SLOPE OF PAVERS 1/8" PER FOOT E '{/ AWAY FROM EXISTING BUILDING WALL N �-- EXISTING PAVERS '- EXISTING PAVERS 1i EXISTING SILL PLATE - f - f ry ' GUT AND REMOVE EXISTING ry INSULATION, REPLACE W/ 1 1/2" EXTRUDED FOAM INSULATION AFTER EXISTING EXISTING BITUTHENE HAS BEEN INSTALLED FOUNDATION WALL FOUNDATION WALL _ EXISTING FOAM INSULATION TO REMAIN THICKNESS VARIES BY LOCATION FLASHING DETAIL W/ STUCCO FLA5HIN6 ETAIL W/ 511D NG FOUNDATION FLASHING @ FACERS SCALE: 5" = I' - O" COVERED GROUTED PAVERS / PLATE ® OR BELOW GRADE It EXISTING FOUNDATIO WALL NEW DECK FRAMING, PATIO NEW 510IN6, NEW TYVEK WEATHER RE: STRUGTURAL� 7 . FOUNDATION EXISTING LEDGER, RE: 5TRUGTURAL I I/8" GAP MIN., NEW LEDGER, RE: STRUCTURAL BARRIER RE: SPEC. I 1/4" GAP MAX. ° I PLYWOOD SHEATHING PLYWOOD SHEATHING d FOUNDATION WALL AS SHOWN EXISTS IN THIS CONDITION EXISTIN6 FOAM INSULATION TO I NEW STUCCO SYSTEM, RE: DETAILS NDATION M I WALL P w NEW PRE55URE TREATED REMAIN THICKNESS VARIES BY — FLASHING W/ DRIP EDGE 1 1/2" EXTRUDED FOAM INSULATION 2 O'z `�1 z w > I/2" EXTRUDED FOAM INSULATION PROVIDE WEEP SCREED AT F I 'I FOUNDATION WEEP SCREED S CONDITION W/ STUCCO NOTES Ab.1 I� o °) I NEW STUCCO SYSTEM, RE DETAILS GUT AND REMOVE EXISTING U I I I I z f '- EXISTING PAVERS 1i EXISTING SILL PLATE - f - f ry ' GUT AND REMOVE EXISTING ry INSULATION, REPLACE W/ 1 1/2" EXTRUDED FOAM INSULATION AFTER EXISTING EXISTING BITUTHENE HAS BEEN INSTALLED FOUNDATION WALL FOUNDATION WALL _ EXISTING FOAM INSULATION TO REMAIN THICKNESS VARIES BY LOCATION FLASHING DETAIL W/ STUCCO FLA5HIN6 ETAIL W/ 511D NG FOUNDATION FLASHING @ FACERS SCALE: 5" = I' - O" GROUTED PAVERS / PLATE ® OR BELOW GRADE It EXISTING FOUNDATIO WALL NEW DECK FRAMING, NEW TYVEK WEATHER RE: STRUGTURAL� 7 . FOUNDATION EXISTING LEDGER, RE: 5TRUGTURAL I I NEW LEDGER, RE: STRUCTURAL BARRIER RE: SPEC. I NEW J015T HANGER RE: STRUCTURAL ° I PLYWOOD SHEATHING PLYWOOD SHEATHING d FOUNDATION WALL AS SHOWN EXISTS IN THIS CONDITION EXISTIN6 FOAM INSULATION TO I NEW STUCCO SYSTEM, RE: DETAILS NDATION M I WALL P w NEW PRE55URE TREATED REMAIN THICKNESS VARIES BY — FLASHING W/ DRIP EDGE 1 1/2" EXTRUDED FOAM INSULATION 2x4 NAILER O'z LOCATION w > I/2" EXTRUDED FOAM INSULATION PROVIDE WEEP SCREED AT F I 'I FOUNDATION WEEP SCREED S CONDITION W/ STUCCO NOTES Ab.1 FLASHIN6, RE: FLA5HIN6 °) DETAIL NOTES NEW STUCCO SYSTEM, RE DETAILS GUT AND REMOVE EXISTING U : FLASHIN6 S ADD FILL TO ALLOW NEW BITUTHENE OVER PLYWOOD 5HEATHING � o E DRAINAGE AWAY g NEW 2x R5. CEDAR EXTRUDED FOAM INSULATION AFTER ING TO CREST OF NEW BITUTHENE OVER PLYWOOD SHEATHING w p EXI5TING EXISTING TRIM BOARD FRAME HALL d FOUNDATION WALL AS SHOWN �5 w - - - -- --- -- - FRAME WALL -- p O ¢ z z_ f NEH PRESSURE TREATED 2x4 NAILER z EXISTING I � I EXISTING GRADE NEW STUCCO SYSTEM, RE: DETAILS EXISTING SILL PLATE �" FRAME WALL II WEEP 5GREED RE: FLASHING DETAIL NOTES a _ O Q O 3 FLASHING RE: FLASHING DETAIL NOTES I? = _ I II II w NEW 2x R.S. CEDAR TRIM € z � o Q ,1 ry i m f it NEW DECKING z < I N ¢ I ' NEW TYVEK WEATHER EXISTING FLOOR FRAMING EXISTING FOUNDATION WALL GUT AND REMOVE EXISTING INSULATION, REPLACE K/ 1 1/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TING FOAM INSULATION TO REMAIN THIGKNE55 VARIES BY LOCATION DECK TO NALL FLASHING 50ALE: 5" = 1'- O" PLATE ABOVE GRADE FLA5HIN5 DETAIL NOTES: • ALL FLA5HIN6 SHALL BE MINIMUM 26 GAUGE 6ALVANIZED METAL. • ALL EXPOSED FLASHING o FOUNDATION SHALL BE ULTRA -GLAD, BY "C.M.6." COLOR SHALL BE SANDSTONE. • ALL REMAINING EXPOSED FLASHIN6 SHALL BE PRE- PRIMED 26 6AU6E GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP SCREED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORRO51ON RESISTANT SCREED OR FLASHIN6, A MIN. OF 26 GAUGE 6ALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 5 }` SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. I I I/2" EXTRUDED FOAM INSULATION INTERIOR EXISTING I NEW TYVEK WEATHER FRAME WALL BARRIER RE SPED. 1 - NEW STUCCO SYSTEM II PLYWOOD SHEATHING ' 3 N W a¢ d J o i9i 1, > w ¢ r Q z S m 9 w LL z f N F d� Z N II NEW SIDING, NEW BITUTHENE OVER PLYWOOD SHEATHING ' /8" GAP MIN., II 6 FOUNDATION WALL AS SHOWN ' I/4" GAP MAX. II w EXISTING SILL PLATE II I NEW PRESSURE TREATED 2x4 NAILER it FOUNDATION WEEP SGREEDRE: l RE: FLASHING DETAIL NOTES I 11 f FLASHING RE: FLASHING DETAIL NOTES I II Q WHEN REIN5TALLIN6 EXISTING PAVERS, f z [ENSURE SLOPE OF PAVERS I/8" PER FOOT � I z E AWAY FROM EXISTING BUILDING WALL 1 ry I 1 ry I 1 � I _I EXISTING PAVERS I 1 EXISTING 1 , FOUNDATION WALL 14 i -- g OUT AND REMOVE EXISTING : z INSULATION, REPLAGE W/ 1 1/2" EXISTING I f 5 ° BARRIER RE: SPEC. S NEW TYVEK WEATHER \ EXISTING FOUNDATIO WALL NEW DECK FRAMING, ° RE: STRUGTURAL� BARRIER RE: SPEC. . FOUNDATION EXISTING LEDGER, RE: 5TRUGTURAL I ° NEW LEDGER, RE: STRUCTURAL z� I NEW J015T HANGER RE: STRUCTURAL ° I EXTEND FLASHIN6 IF 57U6GO PLYWOOD SHEATHING d FOUNDATION WALL AS SHOWN EXISTS IN THIS CONDITION EXISTIN6 FOAM INSULATION TO I NEW STUCCO SYSTEM, RE: DETAILS NDATION M I WALL P w NEW PRE55URE TREATED REMAIN THICKNESS VARIES BY — FLASHING W/ DRIP EDGE 2x4 NAILER RE: FLA5HIN6 DETAIL NOTES LOCATION w > I/2" EXTRUDED FOAM INSULATION PROVIDE WEEP SCREED AT F I 'I FOUNDATION WEEP SCREED S CONDITION W/ STUCCO NOTES Ab.1 FLASHIN6, RE: FLA5HIN6 °) DETAIL NOTES GUT AND REMOVE EXISTING INSULATION, REPLACE K/ 1 1/2" EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXI5TING FOAM INSULATION TO REMAIN THIGKNE55 VARIES BY LOCATION DECK TO NALL FLASHING 50ALE: 5" = 1'- O" PLATE ABOVE GRADE FLA5HIN5 DETAIL NOTES: • ALL FLA5HIN6 SHALL BE MINIMUM 26 GAUGE 6ALVANIZED METAL. • ALL EXPOSED FLASHING o FOUNDATION SHALL BE ULTRA -GLAD, BY "C.M.6." COLOR SHALL BE SANDSTONE. • ALL REMAINING EXPOSED FLASHIN6 SHALL BE PRE- PRIMED 26 6AU6E GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP SCREED - SHALL COMPLY WITH SECTION 1405.10.1.2 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORRO51ON RESISTANT SCREED OR FLASHIN6, A MIN. OF 26 GAUGE 6ALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 5 }` SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. I I I/2" EXTRUDED FOAM INSULATION INTERIOR EXISTING I NEW TYVEK WEATHER FRAME WALL BARRIER RE SPED. 1 - NEW STUCCO SYSTEM II PLYWOOD SHEATHING ' 3 N W a¢ d J o i9i 1, > w ¢ r Q z S m 9 w LL z f N F d� Z N II NEW SIDING, NEW BITUTHENE OVER PLYWOOD SHEATHING ' /8" GAP MIN., II 6 FOUNDATION WALL AS SHOWN ' I/4" GAP MAX. II w EXISTING SILL PLATE II I NEW PRESSURE TREATED 2x4 NAILER it FOUNDATION WEEP SGREEDRE: l RE: FLASHING DETAIL NOTES I 11 f FLASHING RE: FLASHING DETAIL NOTES I II Q WHEN REIN5TALLIN6 EXISTING PAVERS, f z [ENSURE SLOPE OF PAVERS I/8" PER FOOT � I z E AWAY FROM EXISTING BUILDING WALL 1 ry I 1 ry I 1 � I _I EXISTING PAVERS I 1 EXISTING 1 , FOUNDATION WALL 14 i -- g OUT AND REMOVE EXISTING : z INSULATION, REPLAGE W/ 1 1/2" EXISTING I f 5 O J SCALE: 5" = 1'- 0" S NEW TYVEK WEATHER \ EXISTING FOUNDATIO WALL 118" GAP MIN., EXISTING BARRIER RE: SPEC. . FOUNDATION I PLYWOOD 5HEATHING- I z� I 1 1/2" EXTRUDED FOAM INSULATION — NEW BITUTHENE OVER PLYWOOD 5HEATHIP z� I J PLYWOOD SHEATHING d FOUNDATION WALL AS SHOWN NEW SIDING, EXISTIN6 FOAM INSULATION TO I NEW STUCCO SYSTEM, RE: DETAILS NDATION M I WALL P w NEW PRE55URE TREATED REMAIN THICKNESS VARIES BY 2x4 NAILER z LOCATION w > I/2" EXTRUDED FOAM INSULATION F I 'I FOUNDATION WEEP SCREED S I/4" GAP MAX. NOTES Ab.1 RE: FLASHING DETAIL NOTES ¢ °) $I z GUT AND REMOVE EXISTING : FLASHIN6 S ADD FILL TO ALLOW NEW BITUTHENE OVER PLYWOOD 5HEATHING E DRAINAGE AWAY g NEW 2x R5. CEDAR EXTRUDED FOAM INSULATION AFTER ING TO CREST OF & FOUNDATION WALL AS SHOWN AWAY AT I" PER 1' -0" EXI5TING TRIM BOARD FRAME HALL i - - - -- --- -- - SHOWN ' I/4" GAP MAX. II w EXISTING SILL PLATE II I NEW PRESSURE TREATED 2x4 NAILER it FOUNDATION WEEP SGREEDRE: l RE: FLASHING DETAIL NOTES I 11 f FLASHING RE: FLASHING DETAIL NOTES I II Q WHEN REIN5TALLIN6 EXISTING PAVERS, f z [ENSURE SLOPE OF PAVERS I/8" PER FOOT � I z E AWAY FROM EXISTING BUILDING WALL 1 ry I 1 ry I 1 � I _I EXISTING PAVERS I 1 EXISTING 1 , FOUNDATION WALL 14 i -- g OUT AND REMOVE EXISTING : z INSULATION, REPLAGE W/ 1 1/2" EXISTING I f 5 NON GROUTED PAVERS / PLATE ABOVE GRADE f m EXI5TING PAVERS I I/2" EXTRUDED FOAM INSULATION I NEW TYVEK WEATHER INTERIOR BARRIER RE: SPED. - ` -i NEW STUCCO SYSTEM ' NEW SIDING, I PLYWOOD SHEATHING I/8" GAP MIN., I NEW BITUTHENE OVER PLYWOOD SHEATHING rI _ I/4" GAP MAX. wp d FOUNDATION WALL AS SHOWN 11 wp ,I O ' p � � EXISTING NEW PRESSURE TREATED 2x4 NAILER I - J O FRAME NA'__ � J I a J m 'L FOUNDATION WEEP SCREED o � ¢ 3 - I RE: FLASHING DETAIL NOTES 'K FLASHING RE: FLASHING DETAIL d m O U i WHEN REINSTALLING EXISTING PAVERS, � 1 z ENSURE SLOPE OF PAVERS I1 8" PER FOOT ' z � f AWAY FROM EXISTING BUILDING WALL I � Q 2 N EXISTING EXISTING PAVERS i PAVERS I g EXISTING SILL PLATE ' f r GUT AND REMOVE EXISTING - - INSULATION, REPLACE W/ I I/2" EXTRUDED FOAM INSULATION AFTER EXISTING EXISTING BITUTHENE HAS BEEN INSTALLED FOUNDATION FOUNDATION WALL WALL >%° ' - _ EXISTING FOAM INSULATION TO REMAIN _ ' THICKNESS VARIES BY LOCATION � FLASHING DETAIL W/ STUCCO FLASHING DETAIL W/ SIDING ,� FOUNDATION FLASHING @ FAVERS SCALE: 3" = 1'- O" NON GROUTED PAVERS / PLATE ® OR BELOW 6RADE NEW 51DIN@, O J SCALE: 5" = 1'- 0" S NEW TYVEK WEATHER \ EXISTING FOUNDATIO WALL 118" GAP MIN., EXISTING BARRIER RE: SPEC. . FOUNDATION I PLYWOOD 5HEATHING- I z� I 1 1/2" EXTRUDED FOAM INSULATION — NEW BITUTHENE OVER PLYWOOD 5HEATHIP z� I J PLYWOOD SHEATHING d FOUNDATION WALL AS SHOWN NEW SIDING, EXISTIN6 FOAM INSULATION TO I NEW STUCCO SYSTEM, RE: DETAILS NDATION M I WALL P w NEW PRE55URE TREATED REMAIN THICKNESS VARIES BY 2x4 NAILER z LOCATION w > I/2" EXTRUDED FOAM INSULATION F I 'I FOUNDATION WEEP SCREED S I/4" GAP MAX. NOTES Ab.1 RE: FLASHING DETAIL NOTES ¢ °) $I z GUT AND REMOVE EXISTING : FLASHIN6 S ADD FILL TO ALLOW NEW BITUTHENE OVER PLYWOOD 5HEATHING E DRAINAGE AWAY g NEW 2x R5. CEDAR EXTRUDED FOAM INSULATION AFTER ING TO CREST OF & FOUNDATION WALL AS SHOWN AWAY AT I" PER 1' -0" EXI5TING TRIM BOARD FRAME HALL i - - - -- --- -- - -- z_ f EXISTING I � I EXISTING GRADE NEW STUCCO SYSTEM, RE: DETAILS EXISTING SILL PLATE NON GROUTED PAVERS / PLATE ABOVE GRADE f m EXI5TING PAVERS I I/2" EXTRUDED FOAM INSULATION I NEW TYVEK WEATHER INTERIOR BARRIER RE: SPED. - ` -i NEW STUCCO SYSTEM ' NEW SIDING, I PLYWOOD SHEATHING I/8" GAP MIN., I NEW BITUTHENE OVER PLYWOOD SHEATHING rI _ I/4" GAP MAX. wp d FOUNDATION WALL AS SHOWN 11 wp ,I O ' p � � EXISTING NEW PRESSURE TREATED 2x4 NAILER I - J O FRAME NA'__ � J I a J m 'L FOUNDATION WEEP SCREED o � ¢ 3 - I RE: FLASHING DETAIL NOTES 'K FLASHING RE: FLASHING DETAIL d m O U i WHEN REINSTALLING EXISTING PAVERS, � 1 z ENSURE SLOPE OF PAVERS I1 8" PER FOOT ' z � f AWAY FROM EXISTING BUILDING WALL I � Q 2 N EXISTING EXISTING PAVERS i PAVERS I g EXISTING SILL PLATE ' f r GUT AND REMOVE EXISTING - - INSULATION, REPLACE W/ I I/2" EXTRUDED FOAM INSULATION AFTER EXISTING EXISTING BITUTHENE HAS BEEN INSTALLED FOUNDATION FOUNDATION WALL WALL >%° ' - _ EXISTING FOAM INSULATION TO REMAIN _ ' THICKNESS VARIES BY LOCATION � FLASHING DETAIL W/ STUCCO FLASHING DETAIL W/ SIDING ,� FOUNDATION FLASHING @ FAVERS SCALE: 3" = 1'- O" NON GROUTED PAVERS / PLATE ® OR BELOW 6RADE NEW 51DIN@, O EXISTING SHIM - S NEW TYVEK WEATHER EXISTING FOUNDATIO WALL 118" GAP MIN., EXISTING CFO . FOUNDATION BARRIER RE: SPEC. m w¢ I z� WALL z� J PLYWOOD SHEATHING _ NEW SIDING, EXISTIN6 FOAM INSULATION TO FLASHING W/ HEMMED NDATION M I WALL P POLYURETHANE SEALANT REMAIN THICKNESS VARIES BY I/ 8" GAP MIN., z LOCATION I/2" EXTRUDED FOAM INSULATION F I/4" GAP MAX. NOTES Ab.1 °) GUT AND REMOVE EXISTING 1NBILATION, REPLACE W/ 11/2" NEW BITUTHENE OVER PLYWOOD 5HEATHING NEW 2x R5. CEDAR EXTRUDED FOAM INSULATION AFTER & FOUNDATION WALL AS SHOWN TRIM BOARD NON GROUTED PAVERS / PLATE ABOVE GRADE f m EXI5TING PAVERS I I/2" EXTRUDED FOAM INSULATION I NEW TYVEK WEATHER INTERIOR BARRIER RE: SPED. - ` -i NEW STUCCO SYSTEM ' NEW SIDING, I PLYWOOD SHEATHING I/8" GAP MIN., I NEW BITUTHENE OVER PLYWOOD SHEATHING rI _ I/4" GAP MAX. wp d FOUNDATION WALL AS SHOWN 11 wp ,I O ' p � � EXISTING NEW PRESSURE TREATED 2x4 NAILER I - J O FRAME NA'__ � J I a J m 'L FOUNDATION WEEP SCREED o � ¢ 3 - I RE: FLASHING DETAIL NOTES 'K FLASHING RE: FLASHING DETAIL d m O U i WHEN REINSTALLING EXISTING PAVERS, � 1 z ENSURE SLOPE OF PAVERS I1 8" PER FOOT ' z � f AWAY FROM EXISTING BUILDING WALL I � Q 2 N EXISTING EXISTING PAVERS i PAVERS I g EXISTING SILL PLATE ' f r GUT AND REMOVE EXISTING - - INSULATION, REPLACE W/ I I/2" EXTRUDED FOAM INSULATION AFTER EXISTING EXISTING BITUTHENE HAS BEEN INSTALLED FOUNDATION FOUNDATION WALL WALL >%° ' - _ EXISTING FOAM INSULATION TO REMAIN _ ' THICKNESS VARIES BY LOCATION � FLASHING DETAIL W/ STUCCO FLASHING DETAIL W/ SIDING ,� FOUNDATION FLASHING @ FAVERS SCALE: 3" = 1'- O" NON GROUTED PAVERS / PLATE ® OR BELOW 6RADE NEW 51DIN@, O EXISTING SHIM - S NEW TYVEK WEATHER 118" GAP MIN., CFO I - BARRIER RE: SPEC. m w¢ I z� 1/4" GAP MAX. z� J PLYWOOD SHEATHING _ NEW SIDING, x N FLASHING W/ HEMMED NDATION M I WALL P POLYURETHANE SEALANT I/ 8" GAP MIN., DRIP EDGE RE: DETAIL I I/2" EXTRUDED FOAM INSULATION I/4" GAP MAX. NOTES Ab.1 NEW BITUTHENE OVER PLYWOOD 5HEATHING NEW 2x R5. CEDAR & FOUNDATION WALL AS SHOWN TRIM BOARD i EXISTING NEW STUCCO SYSTEM, RE: DETAILS FRAME WALL SCALE: 3" = 1'- O" NON GROUTED PAVERS / PLATE ® OR BELOW 6RADE NEW 51DIN@, O EXISTING SHIM - S NEW TYVEK WEATHER 118" GAP MIN., CFO I - BARRIER RE: SPEC. m w¢ I z� 1/4" GAP MAX. z� J PLYWOOD SHEATHING _ NEW SIDING, x N FLASHING W/ HEMMED NDATION M I WALL P POLYURETHANE SEALANT I/ 8" GAP MIN., DRIP EDGE RE: DETAIL I I/2" EXTRUDED FOAM INSULATION I/4" GAP MAX. NOTES Ab.1 NEW BITUTHENE OVER PLYWOOD 5HEATHING NEW 2x R5. CEDAR & FOUNDATION WALL AS SHOWN TRIM BOARD i EXISTING NEW STUCCO SYSTEM, RE: DETAILS FRAME WALL BITUTHENE HAS BEEN IN57ALLED FLA ING DETAIL VJ/ SIDING FOUNDATION FLASHING @ GRADE SCALE: 5" = 1' - O" SILL DAM WINDOW SILL O O EXISTING SHIM - S 5PAGE CFO O� m m w¢ EXISTING G.W.B. z� z� J F Q3 _ x N INSULATION- EXISTING — FRAME WALL PLATE OR BELOW GRADE PLATE ABOVE GRADE am SITE WALK NOTICE: CONTRACTOR TO CONTACT ARGHITEGT SEVEN (7) DAYS PRIOR TO FOUNDATION FLASHING FOR A SITE WALK TO IDENTIFY FLASHIN6 REQUIREMENTS. C°3MOL� oDOfi\RCM3 z FLASHING W/ HEMMED p O � NEW PRESSURE TREATED 2x4 NAILER 1 DRIP EDGE RE: DETAIL w NOTES Ab.l APFERW MASONRY VENEER 4 WOOD SIDING NOTES: M z Q O EXISTING SILL PLATE I 'O NEW 2x R.S. CEDAR 1405.10.13 GLEPdiANGCS. ON EXTERIOR STUD WALLS, ADHERED O 3 I� TRIM BOARD MASONRY VENEER SHALL BE INSTALLED A MINIMUM OF 4 INCHES ABOVE, EARTH OR :2 INCHES ABOVE PAVED AREAS, OR A MINIMUM OF w O � FOUNDATION WEEP SCREED I ¢ I/2 INCH ABOVE EXTERIOR WALKING SURFACES WHICH ARE SUPPORTED � O RE FLASHING DETAIL NOTES I z Cal) BY BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL � FLASHING RE FLASHING DETAIL NO E i ? 0 O Lo 3904.111,6 WOOD SIDING. CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN N b N � O z EXISTIN G 1 z - z �- 1 FIN. GRADE. ADD FILL TO ALLOW a INCHES OR LESS THAN 2 INCHES VERTICAL FROM CONCRETE STEPS, FOUNDATION 1 S f I Q W ED 1 - FOR POSITIVE DRAINAGE AWAY - I PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES WALL Z FROM BUILDING TO CREST OF I EXPOSED TO THE HEATHER EXCEPT WHERE SIDING, SHEATHING AND � I HILL. SLOPE AWAY AT "PER I' -O" i WALL FRAMING ARE OF NATURALLY DURABLE OR z � 0 Q N 1 I PRESERVATIVE- TREATED WOOD. Q $mmm,� Q 1 I X15TIN6 GRADE i z EXISTING GRADE FOUNDATION FLASHING NOTES: o d Z OJ z GUT AND REMOVE EXISTING i :o BITUTHENE OVER PLYWOOD SHEATHING 8 FOUNDATION WALL SHALL BE I' -O" N � i S INSULATION, REPLACE W/ I I/2" EXISTING i MIN. ABOVE FINISHED GRADE, PAVERS, DECKING ETC. U EXTRUDED FOAM INSULATION AFTER FOUNDATION I - I BITUTHENE HAS BEEN INSTALLED yyALL i 2. BITUTHENE OVER PLYWOOD SHEATHING d FOUNDATION WALL SHALL BE 8" � ` � J_ MIN. BELOW TOP OF FOUNDATION WALL AT GRADE. r EXISTING FOAM INSULATION TO' REMAIN THICKNESS VARIES BY ¢ O i S. BITUTHENE OVER PLYWOOD SHEATHING 8 FOUNDATION WALL SHALL BE 2" FLA SHI N6 DETAIL W/ STUCCO LOCATION F LASHIN G DETAIL W/ S IDING ` � MIN. BELOW TOP OF FOUNDATION WALL AT PAVERS. NE�OVER �D H �LL r� j� ®� ND AT ®N -k ASHNG @ GRAD E F TOP OF FOUNDATIOHALL 1518" OR HIGHER ABOVE ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970:949,5200 vmda @vmda,com FAX 949.5205 C040 VI TOR o AK � D N �V �SFD ARr �\� 6RADE OR PAVERS rO SCALE: 3" = 1'- 011 I NEW WINDOW UNIT 2" TOP AP SCREEN J BACKER ROD d SEALANT RE: DETAIL NOTES A6.1 WINDOW FLASHIN6 RE: DETAIL 2/A"1.2 �', �i T------ I _ NEW 2X CEDAR ® WINDOW TRIM ONLY NEW PRE55URE TREATED 2x6 i I � FLASHIN6 RE: FLASHING DETAIL NOTES I EXISTING II f FIN. GRADE. ADD FILL TO ALLOW FOR FOUNDATION WALL - POSITIVE DRAINAGE AWAY FROM BUILDING 70 z CREST OF HILL. SLOPE AWAY AT I" PER 1' -0" m EXISTING 6RADE--\ z f ' r I 1 1 z S r GUT AND REMOVE EXISTING I INSULATION, REPLACE W/ 1 1/2" 1i EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXISTING FOAM INSULATION TO REMAIN THIGKNE55 VARIES BY LOCATION N I NDON SILL FLASHING @ GRADE STEP FLA SCALE: 3" = 1'- O" SCALE: I I/2" = I' - O" EXTRUDED FOAM INSULATION AFTER FOUNDATION I ,o BITUTHENE HA58EEN INSTALLED WALL I F� EXISTING FOAM INSULATION TO REMAIN i DETAIL W/ STUCCO THIGKNE55 VARIES BY LOCATION FLASHIN DETAIL V1/ SIDING FOUNDATION FLASHING @ FAVER IF SHEATHING IS NOT FLUSH W/ FOUNDATION WALL EXIST. - EXISTING WALL � PLYWOOD FRAMING EXIST. PROVIDE LIGtl11D FOU NEW I I/2" EXTRUDED FOAM � TIDN ! NOTIFY ARCHITECT: p E R CN`�7/1 I � OMIN. O A MIN. OF 2" SHALL OVERLAP STEP NO IF THERE ARE ANY ISSUES, PROBLEMS I i 1 'WEATHER BARRIER RE: DIFFICULTIES OR OUE5TION5 WITH THE 'HALL BE r' ABOVE THE SURFACE DETAILS OR IN INSTALLING ANY OF THE NAILS HIGH, 50 NAILS FLASHING IN ANY OF THE DETAILS JERLAPPED BY THE NEXT ' 'E 5TEP FLASHIN6 N 1UTHENE, EXTEND 'STEP FLASHING 5^ .E6 l'�- ,►1�L�I�I!I 03113 1332 DETAILS Itid A6.1 NDATION M MEMBRANE OR CURED WALL P POLYURETHANE SEALANT ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970:949,5200 vmda @vmda,com FAX 949.5205 C040 VI TOR o AK � D N �V �SFD ARr �\� 6RADE OR PAVERS rO SCALE: 3" = 1'- 011 I NEW WINDOW UNIT 2" TOP AP SCREEN J BACKER ROD d SEALANT RE: DETAIL NOTES A6.1 WINDOW FLASHIN6 RE: DETAIL 2/A"1.2 �', �i T------ I _ NEW 2X CEDAR ® WINDOW TRIM ONLY NEW PRE55URE TREATED 2x6 i I � FLASHIN6 RE: FLASHING DETAIL NOTES I EXISTING II f FIN. GRADE. ADD FILL TO ALLOW FOR FOUNDATION WALL - POSITIVE DRAINAGE AWAY FROM BUILDING 70 z CREST OF HILL. SLOPE AWAY AT I" PER 1' -0" m EXISTING 6RADE--\ z f ' r I 1 1 z S r GUT AND REMOVE EXISTING I INSULATION, REPLACE W/ 1 1/2" 1i EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXISTING FOAM INSULATION TO REMAIN THIGKNE55 VARIES BY LOCATION N I NDON SILL FLASHING @ GRADE STEP FLA SCALE: 3" = 1'- O" SCALE: I I/2" = I' - O" EXTRUDED FOAM INSULATION AFTER FOUNDATION I ,o BITUTHENE HA58EEN INSTALLED WALL I F� EXISTING FOAM INSULATION TO REMAIN i DETAIL W/ STUCCO THIGKNE55 VARIES BY LOCATION FLASHIN DETAIL V1/ SIDING FOUNDATION FLASHING @ FAVER IF SHEATHING IS NOT FLUSH W/ FOUNDATION WALL EXIST. - EXISTING WALL � PLYWOOD FRAMING EXIST. PROVIDE LIGtl11D FOU NEW I I/2" EXTRUDED FOAM � TIDN ! NOTIFY ARCHITECT: p E R CN`�7/1 I � OMIN. O A MIN. OF 2" SHALL OVERLAP STEP NO IF THERE ARE ANY ISSUES, PROBLEMS I i 1 'WEATHER BARRIER RE: DIFFICULTIES OR OUE5TION5 WITH THE 'HALL BE r' ABOVE THE SURFACE DETAILS OR IN INSTALLING ANY OF THE NAILS HIGH, 50 NAILS FLASHING IN ANY OF THE DETAILS JERLAPPED BY THE NEXT ' 'E 5TEP FLASHIN6 N 1UTHENE, EXTEND 'STEP FLASHING 5^ .E6 l'�- ,►1�L�I�I!I 03113 1332 DETAILS Itid A6.1 011 I NEW WINDOW UNIT 2" TOP AP SCREEN J BACKER ROD d SEALANT RE: DETAIL NOTES A6.1 WINDOW FLASHIN6 RE: DETAIL 2/A"1.2 �', �i T------ I _ NEW 2X CEDAR ® WINDOW TRIM ONLY NEW PRE55URE TREATED 2x6 i I � FLASHIN6 RE: FLASHING DETAIL NOTES I EXISTING II f FIN. GRADE. ADD FILL TO ALLOW FOR FOUNDATION WALL - POSITIVE DRAINAGE AWAY FROM BUILDING 70 z CREST OF HILL. SLOPE AWAY AT I" PER 1' -0" m EXISTING 6RADE--\ z f ' r I 1 1 z S r GUT AND REMOVE EXISTING I INSULATION, REPLACE W/ 1 1/2" 1i EXTRUDED FOAM INSULATION AFTER BITUTHENE HAS BEEN INSTALLED EXISTING FOAM INSULATION TO REMAIN THIGKNE55 VARIES BY LOCATION N I NDON SILL FLASHING @ GRADE STEP FLA SCALE: 3" = 1'- O" SCALE: I I/2" = I' - O" EXTRUDED FOAM INSULATION AFTER FOUNDATION I ,o BITUTHENE HA58EEN INSTALLED WALL I F� EXISTING FOAM INSULATION TO REMAIN i DETAIL W/ STUCCO THIGKNE55 VARIES BY LOCATION FLASHIN DETAIL V1/ SIDING FOUNDATION FLASHING @ FAVER IF SHEATHING IS NOT FLUSH W/ FOUNDATION WALL EXIST. - EXISTING WALL � PLYWOOD FRAMING EXIST. PROVIDE LIGtl11D FOU NEW I I/2" EXTRUDED FOAM � TIDN ! NOTIFY ARCHITECT: p E R CN`�7/1 I � OMIN. O A MIN. OF 2" SHALL OVERLAP STEP NO IF THERE ARE ANY ISSUES, PROBLEMS I i 1 'WEATHER BARRIER RE: DIFFICULTIES OR OUE5TION5 WITH THE 'HALL BE r' ABOVE THE SURFACE DETAILS OR IN INSTALLING ANY OF THE NAILS HIGH, 50 NAILS FLASHING IN ANY OF THE DETAILS JERLAPPED BY THE NEXT ' 'E 5TEP FLASHIN6 N 1UTHENE, EXTEND 'STEP FLASHING 5^ .E6 l'�- ,►1�L�I�I!I 03113 1332 DETAILS Itid A6.1 (-1 DEGK I$ GUARDRX.LFLAN 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) 2X6 R5 CEDAR TOP CHORD Ix5 R5 T$O CEDAR IX5 R5 CEDAR HORIZONTAL 5101NO HORIZONTAL 51DIN5 m AL 11/2" CHAMFER NEW P.T. SILL NEW CONT. 2x12 R.5. CEDAR FA5GIA/TRIM BETWEEN bxlo POST5 EXI5TIN6 5" GONG. WALL NEW 57UCCO SYSTEM NO FOAM 1 GUARDRAIL SEGT ON 5GALE: I" = 1' - O" 4 51MP50N 5TRON5 -TIE' I MI 24Z STEEL CONNECTOR - TYPICAL FOR RAIL TO P05T — — — — — CONNECTIONS. I L =_Is 1% O O 10 U5E 5D5 I /4xl 142 5CREW5 51DE FRONT GUT LINE FOR MODIFIED ML24Z CONNECTOR ® 2x4 BOTTOM RAIL GUARDRAIL DETAIL. 50ALE: 5" = 1'- O" 50ALE: 1/2" = 1'- O" 11 u DECK FRAMINO,J RE: STRUCTURAL PACKED OUT W- 5HAPE- BEAM, RE: STRUCTURAL IX5 R.5. CEDAR 51DINO, EACH 51DE 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH 51DE5 IXS R5 CEDAR HORIZONTAL 51DINO -1/2" GDX PLYWOOD ;6X6 R5 CEDAR POETS 0 b' -O" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 -NEW DECKING, RE: DECK REQUIREMENTS. - THRU -BOLT5 W/ WASHERS, RE: STRUCTURAL 1 1/2" CHAMFER 2x12 R5 CEDAR FASCIA TRIM BETWEEN,6X6 P05T5 50ALE: I" = I' - O" STAIN COUNTER BORE (7(P DECK FRAMINS,—J RE: STRUCTURAL PACKED OUT W- 5HAPE- BEAM, RE: 5TRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EA5ED TOP EDGES (MILL TO SHAPE) 2xb R5 CEDAR TOP CHORD, BOTH 51DE5 IXS R5 CEDAR HORIZONTAL 51DINO -1/2" GDX PLYWOOD ;bxb R5 CEDAR P05T5 0,6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DE5 -NEW DECKING, RE: DECK REQUIREMENTS. - THRU -BOLT5 W/ WASHERS, RE: 5TR)GTURAL 1 142" CHAMFER 2x12 R5 CEDAR FA501A TRIM BETWEEN,bxb P05T5 ,6X6 R5 CEDAR P05T, RE: 5TRUGTURAL ��0, A romal 50ALE: I" = I' - O" n GUARDRAIL E�L�EVAiION NEW DOOR FRAME AND INTERIOR TRIM NEW IX2 SILL DAM NEW J" TREATED PLYD SILL PLA I EX. FLOOR A72 FRAMING, RE: 5TRUGTURAL EX15TIN5 G.W.B. CEILING ---/ EXISTING CONCRETE FOUNDATION EX15TINO G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH A5 - REQUIRED, FASTEN NEW FLA5HIN5 TO V BELOW GRADE, RE: DETAIL NOTES Ab.l E BOLT W/ I/2" DIA. CUAL m I/2" NUT W/ WASHER COUNTERSINK 315" 1/2" GDX PLYWOOD EQUAL 5PA6IN2; 2' -O" O.G. MAX. (TYP) WASHER. EQUAL S 5 PACING; 6X 6 R5 CEDAR NEW DECK FRAMING, 2X6 R.S. CEDAR TOP EA. 51DE # 2X6 R.5. CEDAR TOP EA. 51DE 4 CUD POSTS 0,6-0" OG RE: 5TRJGTiJ _ _ _ _ _ _ _ - - - - -- I- — -- - - - - -- EA. SIDE EA. 51DE I zVoo Q *� P IX5 R.S. CEDAR 2x4 R5 CEDAR BOTTOM bxb R S GEDAR P05T HORIZONTAL 510 1NO 1/2" GDX PLYWOOD _ = CHORD, BOTH 51DE5 z U)0 �- ' m I IX5 R5 CEDAR IX5 R.S. CEDAR I HORIZONTAL 51DINO SIDING m ¢Oi L------- 2X6 R.5. CEDAR TOP EA. 51DE NEW DECKING, RE: DECK REQUIREMENT5. - - - - -- -- - - - - -- — — 2x4 R.5. CEDAR BOTTOM CHORD 2x4 R.5. CEDAR BOTTOM CHORD LINE OF RAILING GAP ABOVE EA. 51DE EA. SIDE NEW DECK FRAMING -- THRU -BOLT5 W/ WASHERS, RE: 5TRUGTURAL EQUAL 5PAGIN6; 2' -O" O.G. MAX. 3/5" EQUAL 5PAGIN2; 2' -O" O.G. MAX. RE: 5TRUCTURAL AL 11/2" CHAMFER NEW P.T. SILL NEW CONT. 2x12 R.5. CEDAR FA5GIA/TRIM BETWEEN bxlo POST5 EXI5TIN6 5" GONG. WALL NEW 57UCCO SYSTEM NO FOAM 1 GUARDRAIL SEGT ON 5GALE: I" = 1' - O" 4 51MP50N 5TRON5 -TIE' I MI 24Z STEEL CONNECTOR - TYPICAL FOR RAIL TO P05T — — — — — CONNECTIONS. I L =_Is 1% O O 10 U5E 5D5 I /4xl 142 5CREW5 51DE FRONT GUT LINE FOR MODIFIED ML24Z CONNECTOR ® 2x4 BOTTOM RAIL GUARDRAIL DETAIL. 50ALE: 5" = 1'- O" 50ALE: 1/2" = 1'- O" 11 u DECK FRAMINO,J RE: STRUCTURAL PACKED OUT W- 5HAPE- BEAM, RE: STRUCTURAL IX5 R.5. CEDAR 51DINO, EACH 51DE 3x8 SMOOTH CEDAR TOP RAIL w/ EASED TOP EDGE5 (MILL TO SHAPE) 2x6 R5 CEDAR TOP CHORD, BOTH 51DE5 IXS R5 CEDAR HORIZONTAL 51DINO -1/2" GDX PLYWOOD ;6X6 R5 CEDAR POETS 0 b' -O" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DF-5 -NEW DECKING, RE: DECK REQUIREMENTS. - THRU -BOLT5 W/ WASHERS, RE: STRUCTURAL 1 1/2" CHAMFER 2x12 R5 CEDAR FASCIA TRIM BETWEEN,6X6 P05T5 50ALE: I" = I' - O" STAIN COUNTER BORE (7(P DECK FRAMINS,—J RE: STRUCTURAL PACKED OUT W- 5HAPE- BEAM, RE: 5TRUCTURAL 3x8 SMOOTH CEDAR TOP RAIL w/ EA5ED TOP EDGES (MILL TO SHAPE) 2xb R5 CEDAR TOP CHORD, BOTH 51DE5 IXS R5 CEDAR HORIZONTAL 51DINO -1/2" GDX PLYWOOD ;bxb R5 CEDAR P05T5 0,6-0" OG +/- 2x4 R5 CEDAR BOTTOM CHORD BOTH 51DE5 -NEW DECKING, RE: DECK REQUIREMENTS. - THRU -BOLT5 W/ WASHERS, RE: 5TR)GTURAL 1 142" CHAMFER 2x12 R5 CEDAR FA501A TRIM BETWEEN,bxb P05T5 ,6X6 R5 CEDAR P05T, RE: 5TRUGTURAL ��0, A romal 50ALE: I" = I' - O" n GUARDRAIL E�L�EVAiION NEW DOOR FRAME AND INTERIOR TRIM NEW IX2 SILL DAM NEW J" TREATED PLYD SILL PLA I EX. FLOOR A72 FRAMING, RE: 5TRUGTURAL EX15TIN5 G.W.B. CEILING ---/ EXISTING CONCRETE FOUNDATION EX15TINO G.W.B. WALL EXISTING FOAM TO REMAIN, PATCH A5 - REQUIRED, FASTEN NEW FLA5HIN5 TO V BELOW GRADE, RE: DETAIL NOTES Ab.l E BOLT W/ I/2" DIA. CUAL m I/2" NUT W/ WASHER COUNTERSINK 315" EQUAL 5PA6IN2; 2' -O" O.G. MAX. (TYP) WASHER. EQUAL S 5 PACING; 2' -0" O.G. MAX. STAIN COUNTER BORE (TYP.) 2X6 R.S. CEDAR TOP EA. 51DE # 2X6 R.5. CEDAR TOP EA. 51DE 4 CUD 2x4 R.5. CEDAR BOTTOM CHORD 2x4 R.5. CEDAR BOTTOM CHORD _ _ _ _ _ _ _ - - - - -- I- — -- - - - - -- EA. SIDE EA. 51DE I zVoo Q *� P IX5 R.S. CEDAR I I IX5 R.5. CEDAR SIDING bxb R S GEDAR P05T HORIZONTAL 510 1NO 1/2" GDX PLYWOOD _ = I/2" GDX PLYWOOD z U)0 �- ' I I IX5 R5 CEDAR IX5 R.S. CEDAR I HORIZONTAL 51DINO SIDING 1 ¢Oi L------- 2X6 R.5. CEDAR TOP EA. 51DE 2X6 R.5. CEDAR TOP EA. 51DE ff - - - - -- -- - - - - -- — — 2x4 R.5. CEDAR BOTTOM CHORD 2x4 R.5. CEDAR BOTTOM CHORD LINE OF RAILING GAP ABOVE EA. 51DE EA. SIDE I/2" DIA. CARRIAGE BOLT W/ WASHER. I/2" NUT W/ WASHER COUNTERSUNK EQUAL 5PAGIN6; 2' -O" O.G. MAX. 3/5" EQUAL 5PAGIN2; 2' -O" O.G. MAX. RAILING DETAIL. �R �Al L1 N.G.D.E -T.A �L 56ALE: 5" = 1'- O" 50ALE: 5" = I' - O" n 5 50ALE: 1/2" = I' - 0" E RDRAIL ELEVATION NEW DOOR NEW DOOR TRIM INSTALL NEW THRESHOLD OVER NEW VYCOR SILL DAM (DETAIL I/A72) THOROUGHLY CAULK NEW THRESHOLD IN HR GRACE LIQUID MEMBRANE I "xl" MIN. IEW DECKING NEW DECKING '--FLA5HIN2 W/ DRIP EDGE, RE: FLA5HIN5 DETAIL NOTES NEW DECK EXI5TIN5 RIM / LEDGER FRAMING TO REMAIN NEW LEDGER RE: 5TRUGTURAL BITUTHENE O/ TYVEK WEATHER BARRIER RE: SPEC.; RE: DETAIL I /A1.1 5EALANT RE: DETAIL A6.1 II 1 142" EXTRUDED FOAM INSULATION it "WIND -LOCK" FA5TENER -TYP. TYPE VARIES PER LOCATION, RE: MANUFACTURER'S 5PE05 GUARDRAIL SEGTION 50ALE: 1 1/2" = 1'- O" NEW RAILING, RE: RAILING DETAIL 16x6 R5 CEDAR P05T BOLTED TO THE BUILDING r---------- - - - - -- --- - - - - -- CORNER, A5 SHOWN I ; ; I I II I. ............... 1/2" DIA. x 10" LONG LAG BOLT W/ WASHER I i i -- - - - - - -- r - - - - u "- II ---------------- l_T.XISTINS J FRAMING NEW 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO 5Y5TEM ),POST To NALL. FLASHING DETAIL NOTES: • ALL FLA5HIN5 SHALL BE MINIMUM 26 OAUOE GALVANIZED METAL. • ALL EXP05ED FLASHING ® FOUNDATION 5HALL BE ULTRA -GLAD, BY "G.M.O." COLOR SHALL BE 5AND5TONE. • ALL REMAINING EXP05ED FLASHING 5HALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP SCREED - 5HALL GOMPLY WITH SECTION 1405.10.12 OF THE 2012 IBC FLA5HIN5 AT FOUNDATION. A CORRO51ON RE515TANT 50REED OR FLA5HIN5, A MIN. OF 26 SAUOE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 31" 5HALL BE IN5TALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RE515TIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 50REED OR FLASHING. u W, ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 oUHLINHHCr"" PI [E R M H V m CUD Q 0 Lo 0 Z W o0 zVoo Q *� P 0 N Q Q 0� O N d� z U)0 � z O 0 Q ¢Oi O oUHLINHHCr"" PI [E R M H V DEG RE: AN6 K FRAMING STRUCTURAL _ -- LED CA51NO BEAD NEW 5Tl EXI5TINC NEW STU, GA51 NG qEW 2" STONE GAP 3ONDED TO METAL = LASHING W/ MORTAR = LASHING RE: FLASHING DETAIL NOTES :.AULKING RE: NOTES ON SHEET A1.1 :A51NG BEAD qEW BITUTHENE OVER TOP �)F WALL 8 b" DOWN ON 51DF-5 OF TYVEK qEW 5TUCCO 3Y5TEM qEW PLYWOOD SHEATHING qEW 2x10 TREATED WALL = RAMING NEW 5TUt SYSTEM NEW ;21" PLYV 5HEATHING NEW 2x10 W, FRAMING NEW 2 LAYERS OF WEATHER BARRIER NEW PLYWOC SHEATHING WEEP 5GREED RE: DETAIL NO' FLASHING NI Di 2X PRESSURE TREATED RE: FLASHING I 'LATE RE: 57RUCTURAL :.ONGRETE ANCHOR (TYP.) NEW 2x8 R5 GE RE: 5TRJ07URAL TRIM 2 LAYERS OF TYVEK PLYWOOD THING i (PRESSURE TREATED) -2) ,TRUGTURAL 5GREED LASHING DETAIL NOTES HIND W/ DRIP EDGE 2X2 BLOGKINO - LA5HING DETAIL NOTES Z5 GEDAR TRIM 1 1/2" EXTRUDED - FOAM IN5ULATIO� 'RE55URE TREATED OM PLATE SCALE: 11/2'' = 1'- O" EXISTING WALL FRAMING NEW TYVEK WEATHER BARRIER RE: SPEC. EXISTING PLYWOOD NEW XS CHANNEL LAP R.S. HORIZONTAL 51 D I NG NEW 2x2 FURRING AT ALL EXISTING STUDS (AT SIDING WALLS ONLY) 1 1/2" THICK EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM, RE: 5PEG'S SHEET TI.I EXTER�OR NALL FN�SHES SCALE: 1 1/211 = 1' - O" VARIES WEEP 50REED RE: FLA5HINO DETAIL NOTES FLA5HIN5 W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW 2x4 R.S. GEDAR TRIM NEW DECKING RE: DECK REQUIREMENTS NEW BEAM RE: 5TRUGT. GORROS I ON -RES 15TANT BOLTS OR LAO 5GREW5 ANGLED CASINO BEAD NEW 2x10 TREATED WALL FRAMING TREATED 2x10 BOTTOM PLATE RE: STRUCTURAL o 3,0 4EW GEDAR 1x8 R.5. CHANNEL NEW I/2" PLYWOOD 5HEATHIN6 AP HORIZONTAL 51DIN6 ON NEW STUCCO SYSTEM (TYP.) 2x2 FURRING SLEEPERS AT :A. EXISTING STUD --------- - -- ----------------------------------------- - -� YVEK WEATHER BARRIER ZE: 5PEC.; LAP 0/ BACK LEG ----- - - - - -I 1/2" DIA. CARRIAGE BOLT, GORNER I i )F FLASHING 8 CONT. BELOW - -- a EQUAL SPACING; 2' -0" O.G. MAX. POINT OF IX5 RS GEDAR 51PIN5 EXISTING s° FOUNDATION: :X15TING SHEATHING I/2" COX PLYWOOD ' METAL-BRACb'ET - - - - - -- L ---- - - RE: DETAIL 4/A6.2 - - -- I I � 142" EXTRUDED FOAM LJ ISOLATION L------------------------- - - - - -- -L - - -- „ CONCRETE ANCHOR 5 RE: STRUCTURAL a i < FLA5HIN5 W/ DRIP EDGE LINE OF NEW STONE GAP; a ° RE: FLASHING DETAIL NOTES 2" MIN OVERHANG FROM STUCCO FIN 15H i to LINE OF FOUNDATION OUTER ° ° i EDGE BELOW GON0I7ION5 c12 FURRING STRIP VARY, RE: PLAN ° NEW2xIO WALL FRAMING, �� ■ ■�■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■■ •� 2x12 R.S. GEDAR CONT. AS SHOWN (TYP.) �� •��i BELLY BAND TRIM NEW 2X6 FULL HT. RE: STRUCTURAL i i - - - - ° i i NEW STUCCO NNOLED CASINO BEAD i i i i SYSTEM (TYP) IX RS GEDAR SIDING; TOP ■ • �■ RAIL TO BOTTOM RAIL i i IX R5 GEDAR 4EW 57UCCO SYSTEM i ° SIDING; TOP Ri METAL BRACKET, ��� L- -- i - - - - - - -� �� TO BOTTOM PQ 142" EXTRUDED FOAM RE: DETAIL 4/A62 ��■■■■■■■�■ ■i ■ ■�, ■�►��i ISULATION 4 _ BACKER ROD ° °i GAULKINO KI5TING 5HEA7HINO 2x6 R.S. GEDAR TOP EA. SIDE ° i b CASINO BEAD 8 2x4 R.S. GEDAR BOTTOM i A6.3 CHORD EA. SIDE EXTER ()R No()D TF? M !,;'•, cr�u �r��ir:,� L SEGTiON. SCALE: 1 1/2" = 1'- O" NEW GEDAR IX5 EQUAL NEW 2x8 R.5. GEDAR CHANNEL LAP OUT51PE CORNER TRIM HORIZONTAL 51PINO NEW 2x6 R.S. GEDAR OUT51PE CORNER TRIM b� Q a _x 1 y Lu a NEW GEDAR IX5 CHANNEL LAP w HORIZONTAL 510INO Q > EXISTING SHEATHING EXISTING WALL FRAMING TYVEK WEATHER BARRIER RE: SPEG.; GOVT. AROUND NEW BELLY BAND CORNER FLASHING BELOW 2x2 BLOCKING 1/2" EXTRUDED FOAM INSULATION '11W a - up. L � I� �'� SCALE: 11/2'' = 1'- O" SCALE: 1 1/2" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING I/2" DIA. CARRIAGE BOLT W/ WASHER, EQUAL 5PAGING; 2 -O O.G. MAX. GAP ABOVE EQUAL SPAGING;2' -O" O.G. MAX. 2X6 R.S. GEDAR TOP EA. SIDE 2x6 R.S. GEDAR TOP EA. SIDE 82x4 R.S. GEDAR BOTTOM 82x4 R.5. GEDAR BOTTOM CHORD EA. SIDE - - - - - -- --------------- - - - - -- - - - - - -- - CHORD EA. SIDE IX5 R.S. GEDAR IX5 R.5. GEDAR HORIZONTAL SIDING HORIZONTAL SIDING 1/2" COX PLYWOOD - = bxb R.S. c 1/2" COX PLYWOOD CEDAR P05T IX5 R.5. GEDAR IX5 R.S. GEDAR HORIZONTAL 51DING HORIZONTAL SIDING 2x6 R.S. GEDAR TOP EA. SIDE — 4.2x4 _ _ _ _ _ _ _ _ _ 2x6 R.S. GEDAR TOP EA. SIDE 2x4 R.S. GEDAR BOTTOM — — — — — — — — — — — — — — — — GHORD EA. SIDE 82x4 R.5. GEDAR BOTTOM I/2" 1/2" 11 1/2" 1/2" CHORD EA. 51DE STAIN COUNTER BORE (TYP.) 4 1/2" NUT W/ WASHER COUNTERSUNK 315 ", A6'3 A62 EQUAL 5PAGING;2' -O" O.G. MAX. (TYP.) �AL IMM Moo �i ., ro�ffi SCALE: 5" = II - 0 II EXISTING WALL - TYVEK, WEATHER BARRIER RE: 5PI EXISTINO� SHEATHING 2x2 SLEEPERS—/ SCALE: 1 1/2" = 1'- O" VERIFY 2x BLOCKING @.24" VERTICALLY EXISTING CORNER FRAMING 2 EXISTING SHEATHING 4 TYVEK, WEATHER 2x2 GEDAR TRIM BARRIER RE: SPEC. INSIDE CORNER NEW GEDAR IX5 - GHANNEL LAP VERIFY HORIZONTAL 51DIN0 2x BLOGKINO 24" VERTICALLY 2x2 SLEEPERS EXISTING WALL FRAMING 1 1/2" EXTRUDED FOAM INSULATION or \ \ • \ SCALE: 1 1/2" = 1'- O" 3x5 SMOOTH. GEDAR TOP RAIL 2x6 R.5. GEDAR 7/10 =A GInC EXISTING SHEATHING 1 1/2" EXTRUDED FOAM CASINO AD INSULATION ' STUCCO SYSTEM �_ TYVEK, WEATHER BARRIER STUCCO 5OFF1T RE: SPEG. TYVEK WEATHER BARRIER RE: SPEG. CASINO BEAD W/ 1 1/2" EXTRUDED WEEP HOLES FOAM INSULATION BACKER ROD 8 GAULK STUGGO SOFF T SCALE: 1 1/2" = 1'- O" WMEA A ��' SCALE: 5"= I'- O" EXISTING WALL WEATHER BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM i " - -I TYVEK, WEATHER BARRIER RE: SPEC. r I ' 1 1/2" EXTRUDED FOAM INSULATION r s s E-~ EXISTING 5HEATHIN6 E i WEEP CASINO i GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE 2x CONT BAND ROUGH TRIM 2x12 R.S. GEDAR GONT BAND TRIM — BACKER ROD 8 CAULK NEW STUCCO SOFFIT \ *A79rd - —2 r om ' III SCALE: 1 1/2" = I' - O" FLASHING W/ DRIP EDGE RE: FLASHING DETAIL NOTES NEW 2x8 R.5. GEDAR WINDOW HEAD TRIM NEW 2x8 R.5. GEDAR WINDOW JAMB TRIM NEW2x8 R.5. GEDAR WINDOW SILL TRIM \��n SCALE: I'I = 11 -c a F �IL �D E�T �Al �L v l2 I XS RS GEDAR HORIZONTAL SIDING A6.3 bxb R.S. GEDAR POST 2X4 R.S. GEDAR I 15077,0KOHORD 2X4 R.5. GEDAR 00 ` I 1 1 O BOTTOM CHORD BRACKET RE: 4/A(o2 OPEN m OPEN m RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT KERF GUT N Nj GAP OVERHANG I I S I I I R I I I I i i O I I I I - I I I I m I I I NEW 2 LAYERS OF TYVEK I I I W.R.B., EA. 51PE I I I WEEP 50REED RE: FLASHING I I I DETAIL NOTES FLA5HINO W/ DRIP 1 1 EDGE RE: FLASHING DETAIL NOTES I I I NEW 2x4 R.S. GEDAR TRIM I 1 NEW DECKING 1 GUT BACK DECKING AT CORNER COL'S TO ALLOW OAP I I I FOR DRAINAGE I I I NEW 2X TREATED I I I FRAMING RE: 5TRUGTURAL I I I NEW 5Tl EXI5TINC NEW STU, GA51 NG qEW 2" STONE GAP 3ONDED TO METAL = LASHING W/ MORTAR = LASHING RE: FLASHING DETAIL NOTES :.AULKING RE: NOTES ON SHEET A1.1 :A51NG BEAD qEW BITUTHENE OVER TOP �)F WALL 8 b" DOWN ON 51DF-5 OF TYVEK qEW 5TUCCO 3Y5TEM qEW PLYWOOD SHEATHING qEW 2x10 TREATED WALL = RAMING NEW 5TUt SYSTEM NEW ;21" PLYV 5HEATHING NEW 2x10 W, FRAMING NEW 2 LAYERS OF WEATHER BARRIER NEW PLYWOC SHEATHING WEEP 5GREED RE: DETAIL NO' FLASHING NI Di 2X PRESSURE TREATED RE: FLASHING I 'LATE RE: 57RUCTURAL :.ONGRETE ANCHOR (TYP.) NEW 2x8 R5 GE RE: 5TRJ07URAL TRIM 2 LAYERS OF TYVEK PLYWOOD THING i (PRESSURE TREATED) -2) ,TRUGTURAL 5GREED LASHING DETAIL NOTES HIND W/ DRIP EDGE 2X2 BLOGKINO - LA5HING DETAIL NOTES Z5 GEDAR TRIM 1 1/2" EXTRUDED - FOAM IN5ULATIO� 'RE55URE TREATED OM PLATE SCALE: 11/2'' = 1'- O" EXISTING WALL FRAMING NEW TYVEK WEATHER BARRIER RE: SPEC. EXISTING PLYWOOD NEW XS CHANNEL LAP R.S. HORIZONTAL 51 D I NG NEW 2x2 FURRING AT ALL EXISTING STUDS (AT SIDING WALLS ONLY) 1 1/2" THICK EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM, RE: 5PEG'S SHEET TI.I EXTER�OR NALL FN�SHES SCALE: 1 1/211 = 1' - O" VARIES WEEP 50REED RE: FLA5HINO DETAIL NOTES FLA5HIN5 W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW 2x4 R.S. GEDAR TRIM NEW DECKING RE: DECK REQUIREMENTS NEW BEAM RE: 5TRUGT. GORROS I ON -RES 15TANT BOLTS OR LAO 5GREW5 ANGLED CASINO BEAD NEW 2x10 TREATED WALL FRAMING TREATED 2x10 BOTTOM PLATE RE: STRUCTURAL o 3,0 4EW GEDAR 1x8 R.5. CHANNEL NEW I/2" PLYWOOD 5HEATHIN6 AP HORIZONTAL 51DIN6 ON NEW STUCCO SYSTEM (TYP.) 2x2 FURRING SLEEPERS AT :A. EXISTING STUD --------- - -- ----------------------------------------- - -� YVEK WEATHER BARRIER ZE: 5PEC.; LAP 0/ BACK LEG ----- - - - - -I 1/2" DIA. CARRIAGE BOLT, GORNER I i )F FLASHING 8 CONT. BELOW - -- a EQUAL SPACING; 2' -0" O.G. MAX. POINT OF IX5 RS GEDAR 51PIN5 EXISTING s° FOUNDATION: :X15TING SHEATHING I/2" COX PLYWOOD ' METAL-BRACb'ET - - - - - -- L ---- - - RE: DETAIL 4/A6.2 - - -- I I � 142" EXTRUDED FOAM LJ ISOLATION L------------------------- - - - - -- -L - - -- „ CONCRETE ANCHOR 5 RE: STRUCTURAL a i < FLA5HIN5 W/ DRIP EDGE LINE OF NEW STONE GAP; a ° RE: FLASHING DETAIL NOTES 2" MIN OVERHANG FROM STUCCO FIN 15H i to LINE OF FOUNDATION OUTER ° ° i EDGE BELOW GON0I7ION5 c12 FURRING STRIP VARY, RE: PLAN ° NEW2xIO WALL FRAMING, �� ■ ■�■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■■ •� 2x12 R.S. GEDAR CONT. AS SHOWN (TYP.) �� •��i BELLY BAND TRIM NEW 2X6 FULL HT. RE: STRUCTURAL i i - - - - ° i i NEW STUCCO NNOLED CASINO BEAD i i i i SYSTEM (TYP) IX RS GEDAR SIDING; TOP ■ • �■ RAIL TO BOTTOM RAIL i i IX R5 GEDAR 4EW 57UCCO SYSTEM i ° SIDING; TOP Ri METAL BRACKET, ��� L- -- i - - - - - - -� �� TO BOTTOM PQ 142" EXTRUDED FOAM RE: DETAIL 4/A62 ��■■■■■■■�■ ■i ■ ■�, ■�►��i ISULATION 4 _ BACKER ROD ° °i GAULKINO KI5TING 5HEA7HINO 2x6 R.S. GEDAR TOP EA. SIDE ° i b CASINO BEAD 8 2x4 R.S. GEDAR BOTTOM i A6.3 CHORD EA. SIDE EXTER ()R No()D TF? M !,;'•, cr�u �r��ir:,� L SEGTiON. SCALE: 1 1/2" = 1'- O" NEW GEDAR IX5 EQUAL NEW 2x8 R.5. GEDAR CHANNEL LAP OUT51PE CORNER TRIM HORIZONTAL 51PINO NEW 2x6 R.S. GEDAR OUT51PE CORNER TRIM b� Q a _x 1 y Lu a NEW GEDAR IX5 CHANNEL LAP w HORIZONTAL 510INO Q > EXISTING SHEATHING EXISTING WALL FRAMING TYVEK WEATHER BARRIER RE: SPEG.; GOVT. AROUND NEW BELLY BAND CORNER FLASHING BELOW 2x2 BLOCKING 1/2" EXTRUDED FOAM INSULATION '11W a - up. L � I� �'� SCALE: 11/2'' = 1'- O" SCALE: 1 1/2" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING I/2" DIA. CARRIAGE BOLT W/ WASHER, EQUAL 5PAGING; 2 -O O.G. MAX. GAP ABOVE EQUAL SPAGING;2' -O" O.G. MAX. 2X6 R.S. GEDAR TOP EA. SIDE 2x6 R.S. GEDAR TOP EA. SIDE 82x4 R.S. GEDAR BOTTOM 82x4 R.5. GEDAR BOTTOM CHORD EA. SIDE - - - - - -- --------------- - - - - -- - - - - - -- - CHORD EA. SIDE IX5 R.S. GEDAR IX5 R.5. GEDAR HORIZONTAL SIDING HORIZONTAL SIDING 1/2" COX PLYWOOD - = bxb R.S. c 1/2" COX PLYWOOD CEDAR P05T IX5 R.5. GEDAR IX5 R.S. GEDAR HORIZONTAL 51DING HORIZONTAL SIDING 2x6 R.S. GEDAR TOP EA. SIDE — 4.2x4 _ _ _ _ _ _ _ _ _ 2x6 R.S. GEDAR TOP EA. SIDE 2x4 R.S. GEDAR BOTTOM — — — — — — — — — — — — — — — — GHORD EA. SIDE 82x4 R.5. GEDAR BOTTOM I/2" 1/2" 11 1/2" 1/2" CHORD EA. 51DE STAIN COUNTER BORE (TYP.) 4 1/2" NUT W/ WASHER COUNTERSUNK 315 ", A6'3 A62 EQUAL 5PAGING;2' -O" O.G. MAX. (TYP.) �AL IMM Moo �i ., ro�ffi SCALE: 5" = II - 0 II EXISTING WALL - TYVEK, WEATHER BARRIER RE: 5PI EXISTINO� SHEATHING 2x2 SLEEPERS—/ SCALE: 1 1/2" = 1'- O" VERIFY 2x BLOCKING @.24" VERTICALLY EXISTING CORNER FRAMING 2 EXISTING SHEATHING 4 TYVEK, WEATHER 2x2 GEDAR TRIM BARRIER RE: SPEC. INSIDE CORNER NEW GEDAR IX5 - GHANNEL LAP VERIFY HORIZONTAL 51DIN0 2x BLOGKINO 24" VERTICALLY 2x2 SLEEPERS EXISTING WALL FRAMING 1 1/2" EXTRUDED FOAM INSULATION or \ \ • \ SCALE: 1 1/2" = 1'- O" 3x5 SMOOTH. GEDAR TOP RAIL 2x6 R.5. GEDAR 7/10 =A GInC EXISTING SHEATHING 1 1/2" EXTRUDED FOAM CASINO AD INSULATION ' STUCCO SYSTEM �_ TYVEK, WEATHER BARRIER STUCCO 5OFF1T RE: SPEG. TYVEK WEATHER BARRIER RE: SPEG. CASINO BEAD W/ 1 1/2" EXTRUDED WEEP HOLES FOAM INSULATION BACKER ROD 8 GAULK STUGGO SOFF T SCALE: 1 1/2" = 1'- O" WMEA A ��' SCALE: 5"= I'- O" EXISTING WALL WEATHER BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM i " - -I TYVEK, WEATHER BARRIER RE: SPEC. r I ' 1 1/2" EXTRUDED FOAM INSULATION r s s E-~ EXISTING 5HEATHIN6 E i WEEP CASINO i GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE 2x CONT BAND ROUGH TRIM 2x12 R.S. GEDAR GONT BAND TRIM — BACKER ROD 8 CAULK NEW STUCCO SOFFIT \ *A79rd - —2 r om ' III SCALE: 1 1/2" = I' - O" FLASHING W/ DRIP EDGE RE: FLASHING DETAIL NOTES NEW 2x8 R.5. GEDAR WINDOW HEAD TRIM NEW 2x8 R.5. GEDAR WINDOW JAMB TRIM NEW2x8 R.5. GEDAR WINDOW SILL TRIM \��n SCALE: I'I = 11 -c a F �IL �D E�T �Al �L v l2 I XS RS GEDAR HORIZONTAL SIDING A6.3 bxb R.S. GEDAR POST 2X4 R.S. GEDAR I 15077,0KOHORD 2X4 R.5. GEDAR 00 ` I 1 1 O BOTTOM CHORD BRACKET RE: 4/A(o2 OPEN m OPEN m RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT EXTER ()R No()D TF? M !,;'•, cr�u �r��ir:,� L SEGTiON. SCALE: 1 1/2" = 1'- O" NEW GEDAR IX5 EQUAL NEW 2x8 R.5. GEDAR CHANNEL LAP OUT51PE CORNER TRIM HORIZONTAL 51PINO NEW 2x6 R.S. GEDAR OUT51PE CORNER TRIM b� Q a _x 1 y Lu a NEW GEDAR IX5 CHANNEL LAP w HORIZONTAL 510INO Q > EXISTING SHEATHING EXISTING WALL FRAMING TYVEK WEATHER BARRIER RE: SPEG.; GOVT. AROUND NEW BELLY BAND CORNER FLASHING BELOW 2x2 BLOCKING 1/2" EXTRUDED FOAM INSULATION '11W a - up. L � I� �'� SCALE: 11/2'' = 1'- O" SCALE: 1 1/2" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING I/2" DIA. CARRIAGE BOLT W/ WASHER, EQUAL 5PAGING; 2 -O O.G. MAX. GAP ABOVE EQUAL SPAGING;2' -O" O.G. MAX. 2X6 R.S. GEDAR TOP EA. SIDE 2x6 R.S. GEDAR TOP EA. SIDE 82x4 R.S. GEDAR BOTTOM 82x4 R.5. GEDAR BOTTOM CHORD EA. SIDE - - - - - -- --------------- - - - - -- - - - - - -- - CHORD EA. SIDE IX5 R.S. GEDAR IX5 R.5. GEDAR HORIZONTAL SIDING HORIZONTAL SIDING 1/2" COX PLYWOOD - = bxb R.S. c 1/2" COX PLYWOOD CEDAR P05T IX5 R.5. GEDAR IX5 R.S. GEDAR HORIZONTAL 51DING HORIZONTAL SIDING 2x6 R.S. GEDAR TOP EA. SIDE — 4.2x4 _ _ _ _ _ _ _ _ _ 2x6 R.S. GEDAR TOP EA. SIDE 2x4 R.S. GEDAR BOTTOM — — — — — — — — — — — — — — — — GHORD EA. SIDE 82x4 R.5. GEDAR BOTTOM I/2" 1/2" 11 1/2" 1/2" CHORD EA. 51DE STAIN COUNTER BORE (TYP.) 4 1/2" NUT W/ WASHER COUNTERSUNK 315 ", A6'3 A62 EQUAL 5PAGING;2' -O" O.G. MAX. (TYP.) �AL IMM Moo �i ., ro�ffi SCALE: 5" = II - 0 II EXISTING WALL - TYVEK, WEATHER BARRIER RE: 5PI EXISTINO� SHEATHING 2x2 SLEEPERS—/ SCALE: 1 1/2" = 1'- O" VERIFY 2x BLOCKING @.24" VERTICALLY EXISTING CORNER FRAMING 2 EXISTING SHEATHING 4 TYVEK, WEATHER 2x2 GEDAR TRIM BARRIER RE: SPEC. INSIDE CORNER NEW GEDAR IX5 - GHANNEL LAP VERIFY HORIZONTAL 51DIN0 2x BLOGKINO 24" VERTICALLY 2x2 SLEEPERS EXISTING WALL FRAMING 1 1/2" EXTRUDED FOAM INSULATION or \ \ • \ SCALE: 1 1/2" = 1'- O" 3x5 SMOOTH. GEDAR TOP RAIL 2x6 R.5. GEDAR 7/10 =A GInC EXISTING SHEATHING 1 1/2" EXTRUDED FOAM CASINO AD INSULATION ' STUCCO SYSTEM �_ TYVEK, WEATHER BARRIER STUCCO 5OFF1T RE: SPEG. TYVEK WEATHER BARRIER RE: SPEG. CASINO BEAD W/ 1 1/2" EXTRUDED WEEP HOLES FOAM INSULATION BACKER ROD 8 GAULK STUGGO SOFF T SCALE: 1 1/2" = 1'- O" WMEA A ��' SCALE: 5"= I'- O" EXISTING WALL WEATHER BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM i " - -I TYVEK, WEATHER BARRIER RE: SPEC. r I ' 1 1/2" EXTRUDED FOAM INSULATION r s s E-~ EXISTING 5HEATHIN6 E i WEEP CASINO i GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE 2x CONT BAND ROUGH TRIM 2x12 R.S. GEDAR GONT BAND TRIM — BACKER ROD 8 CAULK NEW STUCCO SOFFIT \ *A79rd - —2 r om ' III SCALE: 1 1/2" = I' - O" FLASHING W/ DRIP EDGE RE: FLASHING DETAIL NOTES NEW 2x8 R.5. GEDAR WINDOW HEAD TRIM NEW 2x8 R.5. GEDAR WINDOW JAMB TRIM NEW2x8 R.5. GEDAR WINDOW SILL TRIM \��n SCALE: I'I = 11 -c a F �IL �D E�T �Al �L v l2 I XS RS GEDAR HORIZONTAL SIDING A6.3 bxb R.S. GEDAR POST 2X4 R.S. GEDAR I 15077,0KOHORD 2X4 R.5. GEDAR 00 ` I 1 1 O BOTTOM CHORD BRACKET RE: 4/A(o2 OPEN m OPEN m RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT '11W a - up. L � I� �'� SCALE: 11/2'' = 1'- O" SCALE: 1 1/2" = 1' - O" 1/2" DIA. CARRIAGE BOLT W/ WASHER, LINE OF RAILING I/2" DIA. CARRIAGE BOLT W/ WASHER, EQUAL 5PAGING; 2 -O O.G. MAX. GAP ABOVE EQUAL SPAGING;2' -O" O.G. MAX. 2X6 R.S. GEDAR TOP EA. SIDE 2x6 R.S. GEDAR TOP EA. SIDE 82x4 R.S. GEDAR BOTTOM 82x4 R.5. GEDAR BOTTOM CHORD EA. SIDE - - - - - -- --------------- - - - - -- - - - - - -- - CHORD EA. SIDE IX5 R.S. GEDAR IX5 R.5. GEDAR HORIZONTAL SIDING HORIZONTAL SIDING 1/2" COX PLYWOOD - = bxb R.S. c 1/2" COX PLYWOOD CEDAR P05T IX5 R.5. GEDAR IX5 R.S. GEDAR HORIZONTAL 51DING HORIZONTAL SIDING 2x6 R.S. GEDAR TOP EA. SIDE — 4.2x4 _ _ _ _ _ _ _ _ _ 2x6 R.S. GEDAR TOP EA. SIDE 2x4 R.S. GEDAR BOTTOM — — — — — — — — — — — — — — — — GHORD EA. SIDE 82x4 R.5. GEDAR BOTTOM I/2" 1/2" 11 1/2" 1/2" CHORD EA. 51DE STAIN COUNTER BORE (TYP.) 4 1/2" NUT W/ WASHER COUNTERSUNK 315 ", A6'3 A62 EQUAL 5PAGING;2' -O" O.G. MAX. (TYP.) �AL IMM Moo �i ., ro�ffi SCALE: 5" = II - 0 II EXISTING WALL - TYVEK, WEATHER BARRIER RE: 5PI EXISTINO� SHEATHING 2x2 SLEEPERS—/ SCALE: 1 1/2" = 1'- O" VERIFY 2x BLOCKING @.24" VERTICALLY EXISTING CORNER FRAMING 2 EXISTING SHEATHING 4 TYVEK, WEATHER 2x2 GEDAR TRIM BARRIER RE: SPEC. INSIDE CORNER NEW GEDAR IX5 - GHANNEL LAP VERIFY HORIZONTAL 51DIN0 2x BLOGKINO 24" VERTICALLY 2x2 SLEEPERS EXISTING WALL FRAMING 1 1/2" EXTRUDED FOAM INSULATION or \ \ • \ SCALE: 1 1/2" = 1'- O" 3x5 SMOOTH. GEDAR TOP RAIL 2x6 R.5. GEDAR 7/10 =A GInC EXISTING SHEATHING 1 1/2" EXTRUDED FOAM CASINO AD INSULATION ' STUCCO SYSTEM �_ TYVEK, WEATHER BARRIER STUCCO 5OFF1T RE: SPEG. TYVEK WEATHER BARRIER RE: SPEG. CASINO BEAD W/ 1 1/2" EXTRUDED WEEP HOLES FOAM INSULATION BACKER ROD 8 GAULK STUGGO SOFF T SCALE: 1 1/2" = 1'- O" WMEA A ��' SCALE: 5"= I'- O" EXISTING WALL WEATHER BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM i " - -I TYVEK, WEATHER BARRIER RE: SPEC. r I ' 1 1/2" EXTRUDED FOAM INSULATION r s s E-~ EXISTING 5HEATHIN6 E i WEEP CASINO i GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE 2x CONT BAND ROUGH TRIM 2x12 R.S. GEDAR GONT BAND TRIM — BACKER ROD 8 CAULK NEW STUCCO SOFFIT \ *A79rd - —2 r om ' III SCALE: 1 1/2" = I' - O" FLASHING W/ DRIP EDGE RE: FLASHING DETAIL NOTES NEW 2x8 R.5. GEDAR WINDOW HEAD TRIM NEW 2x8 R.5. GEDAR WINDOW JAMB TRIM NEW2x8 R.5. GEDAR WINDOW SILL TRIM \��n SCALE: I'I = 11 -c a F �IL �D E�T �Al �L v l2 I XS RS GEDAR HORIZONTAL SIDING A6.3 bxb R.S. GEDAR POST 2X4 R.S. GEDAR I 15077,0KOHORD 2X4 R.5. GEDAR 00 ` I 1 1 O BOTTOM CHORD BRACKET RE: 4/A(o2 OPEN m OPEN m RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT �AL IMM Moo �i ., ro�ffi SCALE: 5" = II - 0 II EXISTING WALL - TYVEK, WEATHER BARRIER RE: 5PI EXISTINO� SHEATHING 2x2 SLEEPERS—/ SCALE: 1 1/2" = 1'- O" VERIFY 2x BLOCKING @.24" VERTICALLY EXISTING CORNER FRAMING 2 EXISTING SHEATHING 4 TYVEK, WEATHER 2x2 GEDAR TRIM BARRIER RE: SPEC. INSIDE CORNER NEW GEDAR IX5 - GHANNEL LAP VERIFY HORIZONTAL 51DIN0 2x BLOGKINO 24" VERTICALLY 2x2 SLEEPERS EXISTING WALL FRAMING 1 1/2" EXTRUDED FOAM INSULATION or \ \ • \ SCALE: 1 1/2" = 1'- O" 3x5 SMOOTH. GEDAR TOP RAIL 2x6 R.5. GEDAR 7/10 =A GInC EXISTING SHEATHING 1 1/2" EXTRUDED FOAM CASINO AD INSULATION ' STUCCO SYSTEM �_ TYVEK, WEATHER BARRIER STUCCO 5OFF1T RE: SPEG. TYVEK WEATHER BARRIER RE: SPEG. CASINO BEAD W/ 1 1/2" EXTRUDED WEEP HOLES FOAM INSULATION BACKER ROD 8 GAULK STUGGO SOFF T SCALE: 1 1/2" = 1'- O" WMEA A ��' SCALE: 5"= I'- O" EXISTING WALL WEATHER BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM i " - -I TYVEK, WEATHER BARRIER RE: SPEC. r I ' 1 1/2" EXTRUDED FOAM INSULATION r s s E-~ EXISTING 5HEATHIN6 E i WEEP CASINO i GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE 2x CONT BAND ROUGH TRIM 2x12 R.S. GEDAR GONT BAND TRIM — BACKER ROD 8 CAULK NEW STUCCO SOFFIT \ *A79rd - —2 r om ' III SCALE: 1 1/2" = I' - O" FLASHING W/ DRIP EDGE RE: FLASHING DETAIL NOTES NEW 2x8 R.5. GEDAR WINDOW HEAD TRIM NEW 2x8 R.5. GEDAR WINDOW JAMB TRIM NEW2x8 R.5. GEDAR WINDOW SILL TRIM \��n SCALE: I'I = 11 -c a F �IL �D E�T �Al �L v l2 I XS RS GEDAR HORIZONTAL SIDING A6.3 bxb R.S. GEDAR POST 2X4 R.S. GEDAR I 15077,0KOHORD 2X4 R.5. GEDAR 00 ` I 1 1 O BOTTOM CHORD BRACKET RE: 4/A(o2 OPEN m OPEN m RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT or \ \ • \ SCALE: 1 1/2" = 1'- O" 3x5 SMOOTH. GEDAR TOP RAIL 2x6 R.5. GEDAR 7/10 =A GInC EXISTING SHEATHING 1 1/2" EXTRUDED FOAM CASINO AD INSULATION ' STUCCO SYSTEM �_ TYVEK, WEATHER BARRIER STUCCO 5OFF1T RE: SPEG. TYVEK WEATHER BARRIER RE: SPEG. CASINO BEAD W/ 1 1/2" EXTRUDED WEEP HOLES FOAM INSULATION BACKER ROD 8 GAULK STUGGO SOFF T SCALE: 1 1/2" = 1'- O" WMEA A ��' SCALE: 5"= I'- O" EXISTING WALL WEATHER BARRIER RE: 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM i " - -I TYVEK, WEATHER BARRIER RE: SPEC. r I ' 1 1/2" EXTRUDED FOAM INSULATION r s s E-~ EXISTING 5HEATHIN6 E i WEEP CASINO i GOVT. NEW GALVANIZED PAINTED FLASHING W/ DRIP; SLOPE FOR DRAINAGE 2x CONT BAND ROUGH TRIM 2x12 R.S. GEDAR GONT BAND TRIM — BACKER ROD 8 CAULK NEW STUCCO SOFFIT \ *A79rd - —2 r om ' III SCALE: 1 1/2" = I' - O" FLASHING W/ DRIP EDGE RE: FLASHING DETAIL NOTES NEW 2x8 R.5. GEDAR WINDOW HEAD TRIM NEW 2x8 R.5. GEDAR WINDOW JAMB TRIM NEW2x8 R.5. GEDAR WINDOW SILL TRIM \��n SCALE: I'I = 11 -c a F �IL �D E�T �Al �L v l2 I XS RS GEDAR HORIZONTAL SIDING A6.3 bxb R.S. GEDAR POST 2X4 R.S. GEDAR I 15077,0KOHORD 2X4 R.5. GEDAR 00 ` I 1 1 O BOTTOM CHORD BRACKET RE: 4/A(o2 OPEN m OPEN m RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT RE: DECK REQUIREMENTS 0 0 GUARDRXL SEGT�ON SCALE: 3" = 1'- O" 11/2" EXTRUDED FOAM INSULATION r � _ XISTING 1 I NEW TYVEK WEATHER ME -WALL I BARRIER RE: SPEC. GARAGE NEW 57UGGO SYSTEM i PLYWOOD SHEATHING i - NEW 22 GAUGE GALVANIZED FLASHING Lu !�I OVER PLYWOOD 5HEATHING FOUNDATION WALL AS SHOWN z > 1� EX15TINO SILL PLATE z4 Q p 2 NEW PRESSURE TREATED 2x4 NAILER w z Q ,, FLASHING, RE: FLASHING DETAIL NOTES, C, < _ EXTEND BELOW BOND BREAK MATERIAL iup� p ;� z ii i' FOUNDATION WEEP 5GREED w o - i iil RE: FLASHING DETAIL NOTES :< �! Q i lu 13 z o SEALANT; HENRY'S 400 OR EQUAL N i i" GUT AND REMOVE EXISTING INSULATION, z N I RAF EXTRUDED CATION TER FLA5HINO HAS BEEN7 Q IN ALLE EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT EXI57INO FOUNDATION HALL \ �EX15TINO BOND BREAK MATERIAL X15TING FOAM INSULATION TO REMAIN 7HIGKNE55 VARIES BY LOCATION FLASRNG DE XL @ ASPHALT SCALE: 3" = 1'- O" FLASHING DE7A L NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. • ALL EXP05EP FLA5HINO ® FOUNDATION SHALL BE ULTRA -GLAD, BY "G.M.G." GOLOR SHALL BE SANDSTONE. • ALL REMAINING EXP05ED FLASHING SHALL BE PRE - PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP 50REED - SHALL COMPLY WITH 5E07I0N 1405.10.12 OF THE 2012 IBC FLASHING AT FOUNDATION. A CORROSION RE5157ANT 50REED OR FLASHING, A MIN. OF 26 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3-2" SHALL BE INSTALLED TO EXTEND A MIN. OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE 5GREED OR FLASHING. V ARCH I TECTS I 90 W BENCHMARK ROAD SUITE 207 I I I B 0 X 5300 AVON, CO 81620 I 970,949.5200 I vmda @vmda,Com I FAX 94q_5 ?05 m v 0 L N Z W 00 zVoo Q in Q o � zO N U) O �oo� z W O > Lo O UILDING PERMIT UILDING PERMIT 'TYVEK'HEATHER BARRIER RE: 5PEG, OVER MTL FLA5HIN6 - EXISTIN6 PLYWOOD NEW I I /2" R16I0 EXTRUDED FOAM INSULATION - NEW IX8 CHANNEL LAP HORIZONTAL SIDING FLASHING W/ DRIP EDGE RE: DETAIL NOTES Ab.l NEW WINDOW FLASHING - RE: DETAIL 2 /AT2 2x WINDOW 7RIM- 2x8 FURRING AROUND ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME I I I WINDOW GLAZING I I WINDOW BARRIER BARRIER RE: SPEC. EXISTING FRAME WALL EXISTING PLYWOOD NEW IX8 CHANNEL LAP HORIZONTAL 5IDIN6 �y NEW 1 I12" RIGID INSULATION EXISTING FRAME WALL — G.W.B. EXISTING — HEADER - TRIM /CA51NG NEW WINDOW UNIT SCREEN WIN. SILL BELOW NEW WINDOW` 5GREEN EXTRUDED FOAM NEW WINDOW INSULATION BACKER ROD & CAULKING CAULKING 2x8 R.S. CEDAR NEW WINDOW FLASHING WINDOW TRIM RE: DETAIL 2/A1.2 'JAM E3- WINDOW GLAZING WINDOW FRAME BACKER ROD & GAULKING NEW WINDOW FLASHING — RE: DETAIL 2 /AT.2 2x WINDOW TRIM; CHAMFER TOP 2xb TREATED FURRING — AROUND WINDOW ROU6H OPENING GAULKING — 'TYVEK' WEATHER BARRIER — RE: 5PEG.;EXTEND TO TOP OF SHEATHING NEW IX8 CHANNEL LAP WOOD 5I0IN6 NEW 1 1/2" RIGID EXTRUDED - FOAM INSULATION EXISTING PLYWOOD NEW WINDOW UNIT SCREEN SILL DAM T.2 WOOD WINDOW SILL 7RIM /GA51NG - 6.W.B. INSULATION EXISTIN6 FRAME WALL WINDOW DETAIL @ SIDING L 'TYVEK'WEATHER BARRIER RE: 5PEG. OVER MTL FLA5HIN6 EXISTING PLYWOOD NEW 1 I/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM Ix4 VERTICAL SLEEPERS 24" O.G. - CASING BEAD W/ WEEF5— 1/4" MIN. FLA5HIN6 W/ DRIP EDGE — RE: DETAIL NOTES Ab.1 NEW WINDOW FLA5HIN6- RE: DETAIL 2/A1.2 2x8 WINDOW TRIM 2x8 FURRING AROUND ROUGH OPENING BACKER ROD A/ — CAULKING WINDOW FRAME - WINDOW INSULATION TRIM /GA51NG 'ttVEK' WEATHER EXISTING 1AV BARRIER RE: SPED. FRAME WALL EXISTING PLYWOOD __ _____ NEW 1 112" R161D -- EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM CASING BEAD BACKER ROD 8 CAULKING 2x8 R.S. CEDAR WINDOW TRIM �A��5 WINDOW GLAZING — WINDOW FRAME — BACKER ROD 8 — CAULKIN6 NEW WINDOW FLASHING RE: DETAIL 2 /Al2 2x WINDOW TRIM; — CHAMFER TOP 2xb TREATED FURRING AROUND WINDOW ROUGH OPENING BACKER ROD d — CAULKING LASING BEAD - 'TYVEK' WEATHER BARRIER RE: SPEC.; EXTEND TO TOP OF 5HEATHIN6 NEW STUCCO SYSTEM — NEW 1 1/2" RIGID EXTRUDED — FOAM INSULATION EXISTING PLYWOOD SILL INSULATION EXISTING FRAME WALL - G.W.B. NEW WINDOW UNIT SCREEN WIN. SILL BELOW I NEW WINDOW - SCREEN BACKER ROD d GAULKING NEW WINDOW FLASHING RE: DETAIL 2 /Al2 NEW WINDOW UNIT SCREEN 7 SILL DAM - WOOD WINDOW SILL TRIM /CASING G.W.B. INSULATION EX15TINO FRAME WALL WINDOW DE7A I L @ 57UGGO 'TYVEK' WEATHER BARRIER RE: SPEC, OVER MTL FLASHING NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM CASING BEAD W/ WEEP5— 1/4" MIN. 6P FLASHING W/ DRIP EDGE RE: DETAIL NOTES A6.1 NEW WINDOW FLASHING — RE: DETAIL 2 /AT.2 2x8 WINDOW TRIM 2x8 FURRING AROUND. ROUGH OPENING BACKER ROD W/ CAULKING WINDOW FRAME it I WINDOW GLAZING I� 1 HEAD WINDOW TRIM /CA51NO� EX15TINO WALL FURRING NEW WINDOW UNIT SCREEN WIN. SILL BELOW - G.W.B. EX. WALL FURRII TRIM /CA51NE E EXISTING 8" GONG. FOUND. WALL NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION TYVEK'HEATHER BARRIER RE: 5PEG, -- NEW WINDOW SCREEN NEW STUCCO SYSTEM CA51NC BEAD 2x8 R.S. BACKER ROD & CAULKING BALKER ROD & CEDAR WINDOW NEW WINDOW GAULKING TRIM NEW WINDOW FLA5HING RE: DETAIL 2 /Al2 �AME3 WINDOW GLAZING WINDOW FRAME - BACKER ROD e CAULKING NEW WINDOW FLA5HIN6 RE: DETAIL 2/Al-2 2x WINDOW TRIM CHAMFER TOP 2x6 TREATED FURRING AROUND WINDOW ROU6 i OPENING BALKER ROD 8 CAULKING 'TYVEK' WEATHER BARRIER RE: SPEC. OVER CASING BEAD — NEW STUCCO 5Y5TEM� HEW 1 1/2" RIGID EXTRUDED FOAM INSULATION FOUNDATION WEEP SCREED RE: DETAIL NOTES Ab.l� 26 GAUGE GALVANIZED SHEET METAL PAINTED FLASHING EXISTING 6RADE� WINDOW DE7A I L @ FOUND. WINDOW SILL EX1571N6 SHIM ' SPACE :45TING CAB. INSULATION EXI5TIN6 FRAME WALL '7YVEK'WEATHER - BARRIER RE: SPEC. ' OVER MTL FLASHING i 0 to EXISTING PLYWOOD —VQ i 1 It - z a O ~ Q NEW 1 1/2" RIGID ¢ i Q 0 EXTRUDED FOAM d' i a INSULATION INSULATION ' 1 NEW 1X8 CHANNEL i EXISTING LAP HORIZONTAL `¢ i ' -�� FRAME WALL 5IDIN6 O it i G.W.B. FLA5KNG W/ DRIP EDGE 1 EXISTING RE: DETAIL NOTES Ab.l I HEADER NEW WINDOW FLASHING i RE: DETAIL 2/A72 2x WINDOW TRIM i 2x8 FURRING AROUND i ROUGH OPENING i BACKER ROD W/ TRIM /CASING GAULKING WINDOW FRAME NEW WINDOW 1 UNIT WINDOW GLAZING I 1 I SCREEN HEAD WINDOW TRIM /CASING INSULATION '7YVEK'AS 7HER BARRIER RE: - - WIN. SILL BELOW SPEC. EXISTING FRAME WALL EXISTING NEW WINDOW PLYWOOD __ - - - -- SCREEN NEW 1X8 CHANNEL LAP HORIZONTAL 5IDIN6 NEW 1 1/2' RIGID NEW WINDOW EXTRUDED FOAM INSULATION BALKER ROD 8 CAULKING CAULKING 2x8 R.S, GEDAR NEW WINDOW FLASHING WINDOW TRIM RE: DETAIL 2 /AT.2 A �AME3 I I NEW WINDOW I UNIT WINDOW 6LAZIN6 SCREEN 5 WINDOW FRAME SILL DAM AT.2 WOOD BACKER ROD & CAULK] NG WINDOW SILL 2x WINDOW TRIM I CHAMFER TOP I I TRIM /LASING 2x6 FURRING AROUND 1 -- G.W.B. ROUGH OPENING 1 - INSULATION NEW IXS CHANNEL LAP WOOD 5IDIN6 EXI5TING FRAME WALL NEW 1 1/2" RI61D EXTRUDED FOAM INSULATION FIN. FLOOR TYVEK' WEATHER BARRIER I RE: SPEC.; WRAP OVER I METAL FLA54116, EXTEND TO TOP OF SHEATHING 1 EXISTING PLYWOOD � FLASHING V1/ DRIP EDGE RE: DETAIL NOTES Ab.l - EXI5TIN6 FLOOR FRAMING - 2x FURRING NEW 2x12 R5. CEDAR DECORATIVE BAND/TRIM EXI5TIN6 SOFFIT TO BE REPAIRED - ORREPLACED AND PAINTED BACKER ROD 8 CAULKING LASING BEAD TUOOO � AW/I NDOW DETAIL _ @ SOFF 17 G: 3" = 1' - O" I ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 CQ 0 VI TOR o AK D N �SFD AR��\� MOLDOHR [P IE R �1i1 O U ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ::n 0 0 to N N —VQ i LL - z a O ~ Q N ¢ cf) Q Q 0 d' Z a o z Lij O LO i `¢ i O MOLDOHR [P IE R �1i1 O U ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ::n TIE -IN WITH WEATHER RE515TIVE BARRIER: I. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH GRACE VYGOR PLUS TO FORM PLATER- SHEDDIN6 LAPS 2. RIPGORPOHA5 BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND /OR COORDINATION OF OTHER TRADES 3. 51-ORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR SPACE VYGOR PLUS INSTALLATION 4. INSTALL GRACE VYGOR PLUS HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE EDGES HITH WEATHER RESISTIVE BARRIER TAPE OR GRACE VYGOR PLUS MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS GRACE VYGOR FLU'. EXTERIOR SHEATHING FOLD UP WEATHER RE515TIVE BARRIER AND TEMPORARILY SECURE aE P REF OP�R�E aES`SS ep¢ (SEE VGARDEI -106 '(�''�� FOR OPnONS) CEP A BUI RESISTIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REOUIREMENT5) CORNER PATCH (RE: VGRDE7-504 AS OPTION) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRAGE VYGOR PLUS; EXTEND UP b" ABOVE FURRING. COVER TOP H/ METAL FLASHING 8 TYVEK GRACE VYGOR O PLUS 1 GRACE O VYGOR PLUS 3 V NOTE5: A. VISIT 6RACEGONSTRUGTION.GOM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD ®GAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION DO NOT FLASH OVER G. INSTALL GRACE VYCOR PLUS IN ORDER A55HOWN BY NUMBERS BOTTOM NAILING FLA D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL AL50 RELEVANT FOR GRACE VYGOR V40 AND VYGOR Burn EXTERIOR SLIDING DOOR WITH DECK FLASHING INSTALLATION AFTER WEATHER RE515TIVE BARRIER GRACE VYGOR6 PLUS SELF - ADHERED FLASHING 1 DOOR FLASHING EXISTING 'TYVEK'WEATHER FRAME WALL BARRIER RE: SPEC. EXISTING PLYWOOD NEW 1 1/2" RIGID — EXTRUDED FOAM INSULATION NEW STUOGO SYSTEM CASING BEAD 2x8 R.S. SACKER 4 CEDAR CAULKING WINDOW TRIM DOOR JAMS SCALE: 3" = 1' - O" NEW DOOR NEW WINDOW FLASHING RE: DETAIL 2/AT.2 NEW TRACK FASTENER5NEW 2xb TRACK 5HIM/NAILER NEW 2xb TRACK 5HIM/NAILER- 'TYVEK WEATHER EXISTING -. `TRIM /CASING BARRIER RE: SPEC.. FRAME WALL _ MA EXISTING "BUMPED OUT" EXISTING V O to N N WINDOW FRAMING; NOTIFY d' Lu 0 z <$ CUD , OQ ARCHITECT / STRUCTURAL BACKER ROD PLYWOOD -.. -. - - -. --- - -. - -- 112" NEW STUCCO __ d GAULKIN6 I Z O 0 - _ _ _ _ _ . SYSTEM Lu NEW 1 1/2" RIGID EXTRUDED ¢Oi CASING BEAD FOAM INSULATION LASING BEAD BACKER ROD S 2x8 R.S. CAULKING CEDAR TRIM NEW DOOR FLASHING RE: DETAIL I /A1.2 ® JAMB & HEAD NEW DOOR TRACK 6 ROLLER SYSTEM ! I SILL DAM SILL PLATE (RE: VGRDET -106 FOR OPTION B) GRACE VYGOR PLUS EXTEND DONN TO BOTTOM OF 2xb FURRING CORNER PATCH RECOMMENDED SEE DETAIL I/A'7.2 (RE: VGRDET -504 FOR OPTION) NOTES: I A. VISIT GRACECONSTRUCTIONGOM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORD® GAN BE REMOVED FROM GRACE VYGOR 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 FLA5HING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING GODE5 FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER- SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL WINDOW I F NEN OVERHEAD GARAGE DOOR Ix R.S. CEDAR CLADDING (RE: ELEVATION ON SHEET A2.1) NEW 1x4 DOOR STOP W/ WEATHER STRIPPING TERMINATE 1/2" ABOVE PAVEMENT 2x8 R.5. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT LOVE BEAD SEALANT 2x8 R.S. CEDAR FIN. JAMB TRIM TERMINATE 1/2" ABOVE PAVEMENT 2xb DOOR ROUGH FRAMIN6/NAILER (5ARA (5E DOOR JAME3 5CALE: 3" = 1' - 0" HIND EXISTING FRAME 1, WINDOW 51: SCALE: 3" = I' - O" 1 1/2" RIGID EXTRUDED FOAM INSULATION 2x(v FURRING AROUND ROUGH OPENING _EXISTING FRAME WALL INSTALL Ixl STRIP AT SILL, rFULL WIDTH) AS DAM IINSTALL GRAGE VYGOR, AS SHOWN HERE AND ON DETAIL 1 8 2 A1.2 FLASK I N5 NEW 1 1/2" RIGID EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM - 'TYVEK WEATHER BARRIER RE: SPEC.; OVER CASING BEAD VI/ WEEP HOLES 2X4 BLOCKING FOR CASINO BEAD CA51NG BEAD W/ WEEPS BACKER ROD W/ / CAULKING FLASHING W/ DRIP EDGE RE: DETAIL NOTES M.1� NEW BINTHENE FLASHING RE:— DETAIL 2/Al-2 BAGKER ROD N/ CAULKING WINDOW FRAME - WINDOW GLAZING HEAD G.W.B. INSULATION TYVEW WEATHER - - BARRIER RE: S EXISTING / PLYWOOD EXISTING FRAME NAL NEW 1 112" R161P EXTRUDED FOAM INSULATION — NEW STUCCO SYSTEM CASING BEAD BACKER ROD § CAULKING NSA BITUTHENE FLASHING RE: DETAIL 2 /AT.2 � 2x8 R.S. CEDAR WINDOW TRIM I A NAM WINDOW FRAME BACKER ROD 8 GAULKIN6 2x WINDOW TRIM; CHAMFER TOP— NEW BINTHENE FLASHING RE: DETAIL 2/AT.2— EXISTING PLYWOOD INSULATION EXISTING FRAME WALL FLEXIBLE FLASHING IX FRAMING G.W.B. TRIM /CASING BI- FORGATING ROLLER PIN NEW WINDOW UNIT SCREEN TRIM /GA51N6 WIN. SILL BELOW NEW WINDOW SCREEN BAGKER ROD s CAULKING WINDOW GLAZING SCREEN NEW WINDOW UNIT SILL DAM SILL SAY X% WINDOW DETAIL SCALE: 3" = 1' - O" AT STUCCO ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 CQ 0 co vi TOR o A IC D N -. `TRIM /CASING 2x TRIM TRIM _ O EXISTING "BUMPED OUT" V O to N N WINDOW FRAMING; NOTIFY d' Lu 0 z <$ CUD , OQ ARCHITECT / STRUCTURAL BACKER ROD ¢ Q _ ENGINEER IF DAMAGED d GAULKIN6 I Z O 0 U Lu ¢Oi CASING BEAD CD INSULATION 'TYVEK' WEATHER BARRIER RE: SPEC.. - EXISTING I NEW STUCCO SYSTEM PLYWOOD NEW 1 1/2" R161D EXTRUDED I I EXISTING FOAM INSULATION I A FRAME WALL SILL SAY X% WINDOW DETAIL SCALE: 3" = 1' - O" AT STUCCO ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 CQ 0 co vi TOR o A IC D N UOLDHHR pL�G°��1i1 0� ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 03113 1332 DETAILS A7.2 O V O to N N —� i d' Lu 0 z <$ CUD , OQ N ¢ Q Q 0 d' Z a o Z O 0 U Lu ¢Oi CD am UOLDHHR pL�G°��1i1 0� ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 03113 1332 DETAILS A7.2 m - WINDOWS AND DOORS HAVE BEEN REPLAr E1D. REMOVE AND RESET U.N.O. cr' -5 5/4" 0 0.0 Q X0.12 O J 11 r BASEMENT LEVEL DOORS 20.2.E m ii s ELEVATIONS VIEWED FROM EXTERIOR 5' -5" Ti 20.2.E FIRST LEVEL WINDOWS cr' -5 5/4" I UNIT# DOOR# 4.12 FLOOR LEVEL UNIT# WINDOW# 4.0.E FLOOR LEVEL INDICATES CONTINUOUS FLASHING 0/ HEADER, RE: DETAIL/A-7.1 WINDOW ���M�/ VARIES PER LOGAT N SEGOND LEVEL WINDOWS III r Ti o v 202.E m N Z i� 00 Q CUD `.... o o - i WOGD cf) Q i WOGD O N i WOGD z U)O -j �ooC) z Lu 0� 44%: C:) / / O SEGOND LEVEL WINDOWS BASDMENi FLOOR 51-11/211 .20.1.1 O W T O W G E N E R A L N O T E S IN AGGORD,ANGE WITH .201.2 I RG FOR 2 -UN 1 T Bll I LD I NC S, SAND 2012 15C FOR 3 -UN 1 T $ 5 -570RY PLUS 5ASEMEN7 BU I LD I NC S; I. WINDOWS AND DOORS SHALL BE JELD —WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL CLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 5. PERFORMANCE VALUES: U VALUE =.52 SHGC =20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPERABLE HEIGHT SHALL BE 24" C. MINIMUM OPERABLE WIDTH SHALL BE 20 ". D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER —ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REOU I RED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. C. AT ALL SHOWER AND TUB DOORS 2o.2.a 1' -41/2" 5' -17/8" 1' -41/2" r o v 0 L N Z Lu 00 Q CUD `.... o o - i WOGD cf) Q i WOGD O N i WOGD z U)O BASDMENi FLOOR 51-11/211 .20.1.1 O W T O W G E N E R A L N O T E S IN AGGORD,ANGE WITH .201.2 I RG FOR 2 -UN 1 T Bll I LD I NC S, SAND 2012 15C FOR 3 -UN 1 T $ 5 -570RY PLUS 5ASEMEN7 BU I LD I NC S; I. WINDOWS AND DOORS SHALL BE JELD —WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL CLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 5. PERFORMANCE VALUES: U VALUE =.52 SHGC =20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. B. MINIMUM OPERABLE HEIGHT SHALL BE 24" C. MINIMUM OPERABLE WIDTH SHALL BE 20 ". D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER —ALL WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE SAFETY GLAZING 15 REOU I RED AT: A. STORM DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. C. AT ALL SHOWER AND TUB DOORS 2o.2.a 1' -41/2" 5' -17/8" 1' -41/2" 20.I.J 20.1.3 20.1.1 FIRST LEVEL DOOMS HEAD 2ND LOO HEAD ST FLOOR D. ALL GLASS IN TUB5 AND SHOWERS LESS THAN ,60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS 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. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. Q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOOD" — WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 202 IBC OR SECTION 85122 OF THE 2012 IRO) V WI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 o v 0 L N Z Lu 00 Q CUD `.... o o N ¢ cf) Q Q 11211� O N z U)O -j �ooC) z Lu 0� 44%: C:) / / O 20.I.J 20.1.3 20.1.1 FIRST LEVEL DOOMS HEAD 2ND LOO HEAD ST FLOOR D. ALL GLASS IN TUB5 AND SHOWERS LESS THAN ,60" ABOVE THE STANDING SURFACE OF THE TUB. E. GLAZING ADJACENT TO A DOOR WHERE THE GLAZING IS 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. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. Q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. 10. "WOOD" — WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 202 IBC OR SECTION 85122 OF THE 2012 IRO) V WI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 1911 UILDINOG PERMIT o v 0 L N Z Lu 00 Q CUD `.... o o N ¢ cf) Q Q 11211� O N z U)O -j �ooC) z Lu 0� 44%: C:) \Q\ O 1911 UILDINOG PERMIT — WINDOWS AND DOORS HAVE BEEN REPLACIED. REMOVE AND RESET U.N.O. N a 21.1.E n 0 2.0.2 FIRST LEVEL WINDOWS BASDMENT LEVEL DOORS 'rr EL=EVATIONS VIEAE� FROM EXTERIOR WOGD `� 0 2' -111 21 -111 21 -111 IIZ Ilk 21.OW.1 can oU-) N Z 0� Lu (.0 00 zVo0 Q m 212.E N ¢ U) Q O � N � z �O �ooC) Z m Lj 0� Q 44%: O Lo > 2I.I.A O ,'WOGD m 0 2' -111 21 -111 21 -111 IIZ Ilk UNIT# DOOR# 4.12 FLOOR LEVEL UNIT# WINDOW# 4.0.E FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL/A-7.1 / VARIES PER LOGAT ONWINDOW ������M 2' -111 21 -111 -I1 elk 21.OW.1 can oU-) N Z 0� Lu (.0 00 zVo0 Q m 212.E N ¢ U) Q O � N � z �O �ooC) Z m Lj 0� Q 44%: O Lo > WOGD`, O ,'WOGD UNIT# DOOR# 4.12 FLOOR LEVEL UNIT# WINDOW# 4.0.E FLOOR LEVEL INDICATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL/A-7.1 / VARIES PER LOGAT ONWINDOW ������M 2' -111 21 -111 -I1 elk SEGOND LEVEL WINDOWS 21.OW.1 can oU-) N Z 0� Lu (.0 00 zVo0 Q m 212.E N ¢ U) Q O � N � z �O �ooC) Z Lj 0� Q 44%: SEGOND LEVEL WINDOWS Q ry VII N D 0 0ENERAL= NOTES IN ACCORDANCE WITH 2012 IRG FOR 2 —UNIT BUILDIN65, ,AND 2012 IBC FOR 5 —UNIT � 5 —STORY PLUS BASEMENT BU I LD I NC5; I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 5. PERFORMANCE VALUES: U VALUE =.52 SHOO =-20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL SE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENINO OF 5.7 SQUARE FEET. B. MINIMUM OPERABLE HEIGHT SHALL BE 24" C. MINIMUM OPERABLE WIDTH SHALL BE 20 ". D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY N17H THEIR RESPECTIVE CODE 5ASDMENT FLOOR SAFETY OLAZING 15 REQUIRED AT: A. STORM DOORS B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. C. AT ALL SHOWER AND TUB DOORS � i M/Woer-- M6\1 ry FIRST LEVEL DOORS HEAD 2ND FLOO HEAD ST FLOOR(/-h D. ALL OLA55 IN TUBS AND SHOWERS LESS THAN ,60" ABOVE THE STANDING SURFACE OF THE TUB. E. OLAZINO ADJACENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND 15 LESS THAN b0" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. b. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR NI NDOW5. 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION R5I22 OF THE 2012 IRC) V WI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 21.OW.1 Q ry VII N D 0 0ENERAL= NOTES IN ACCORDANCE WITH 2012 IRG FOR 2 —UNIT BUILDIN65, ,AND 2012 IBC FOR 5 —UNIT � 5 —STORY PLUS BASEMENT BU I LD I NC5; I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ METAL GLAD EXTERIOR. COLOR BROWN. 2. GLAZING: CARDINAL LOW "E 366" INSULATED GLASS 5. PERFORMANCE VALUES: U VALUE =.52 SHOO =-20 4. EVERY SLEEPING ROOM AND BASEMENT SHALL SE PROVIDED WITH AT LEAST ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: A. SHALL HAVE MINIMUM NET CLEAR OPENINO OF 5.7 SQUARE FEET. B. MINIMUM OPERABLE HEIGHT SHALL BE 24" C. MINIMUM OPERABLE WIDTH SHALL BE 20 ". D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. 5. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND OLASS SHALL COMPLY N17H THEIR RESPECTIVE CODE 5ASDMENT FLOOR SAFETY OLAZING 15 REQUIRED AT: A. STORM DOORS B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. C. AT ALL SHOWER AND TUB DOORS � i M/Woer-- M6\1 ry FIRST LEVEL DOORS HEAD 2ND FLOO HEAD ST FLOOR(/-h D. ALL OLA55 IN TUBS AND SHOWERS LESS THAN ,60" ABOVE THE STANDING SURFACE OF THE TUB. E. OLAZINO ADJACENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND 15 LESS THAN b0" ABOVE FIN. FLR. F. GLASS WITHIN I8" OF THE FLOOR. b. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR NI NDOW5. 10. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH THEIR RESPECTIVE CODE. (SEE SECTION 1013.8.1 OF THE 2012 IBC OR SECTION R5I22 OF THE 2012 IRC) V WI ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 UILDING PERMIT can oU-) N Z 0� Lu (.0 00 zVo0 Q N ¢ U) Q O � N � z �O �ooC) Z Lj 0� Q 44%: O Lo > O UILDING PERMIT r - WINDOWS AND DOORS HAVE SEEN REFLAGED. REMOVE AND RESET U.N.O. s 0 m w > 0 W IL FIELD VERIFY Ilk i 22.1.3 IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 r WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" FOR 3 -UNIT -STORY PLUS ��4SEMENT BUILDINGS; ' I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 18" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. ,6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. OLAZINO: CARDINAL LOW "E 566" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. B. PERFORMANCE VALUES: U VALUE =.52 SHOG =20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: Q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOOD" - WINDOW OPENINO CONTROL DEVICES SHALL COMPLY B. MINIMUM OPERABLE HEIGHT SHALL BE 24 ". - i WOOD IBC OR SECTION R322 OF THE 202 IRO) i WOOD Q i WOOD \ s 0 m w > 0 W IL FIELD VERIFY Ilk 22.2.D FIRST LEVEL WINDOWS s iMl C ^1 /All 0 2.0.1 BASEMENT LEVEL DOORS ELEVATIONS VIEWED FROM EXTERIOR m 5' -511 21-111 0 o m m I UNIT# DOOR# UNIT# WINDOW# 4.1-2 FLOOR LEVEL FLOOR LEVEL 1 ND I GATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL /A-7.1 010/00/. VARIES PER LOGAT ONWINDOW SEGOND LEVEL WINDOWS 2' -1 II 21_511 i 22.1.3 IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 �IOGD WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" 22.2.D FIRST LEVEL WINDOWS s iMl C ^1 /All 0 2.0.1 BASEMENT LEVEL DOORS ELEVATIONS VIEWED FROM EXTERIOR m 5' -511 21-111 0 o m m I UNIT# DOOR# UNIT# WINDOW# 4.1-2 FLOOR LEVEL FLOOR LEVEL 1 ND I GATES CONTINUOUS FLASHING O/ HEADER, RE: DETAIL /A-7.1 010/00/. VARIES PER LOGAT ONWINDOW SEGOND LEVEL WINDOWS 2' -1 II 21_511 m i 22.1.3 IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" FOR 3 -UNIT -STORY PLUS ��4SEMENT BUILDINGS; ' I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 18" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. ,6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. OLAZINO: CARDINAL LOW "E 566" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. B. PERFORMANCE VALUES: U VALUE =.52 SHOG =20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: Q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOOD" - WINDOW OPENINO CONTROL DEVICES SHALL COMPLY B. MINIMUM OPERABLE HEIGHT SHALL BE 24 ". 51 / II m m to- m m 5' -1 1/2" i 22.1.3 IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" FOR 3 -UNIT -STORY PLUS ��4SEMENT BUILDINGS; ABOVE FIN. FLR. I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 18" OF THE FLOOR. m to- m m 5' -1 1/2" I' -41/2" 3' -17/8" 1' -41/2" 41Z kI, J i GG..L IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" FOR 3 -UNIT -STORY PLUS ��4SEMENT BUILDINGS; ABOVE FIN. FLR. I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 18" OF THE FLOOR. I' -41/2" 3' -17/8" 1' -41/2" 41Z kI, J � r FIRST LEVEL DOORS 2ND FLOOR, HEAD ST FLOOiZrh A N L7) 0 N (5 E N E A L N 0 T E S i THE STAND I NO SURFACE OF THE TUB. IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" FOR 3 -UNIT -STORY PLUS ��4SEMENT BUILDINGS; ABOVE FIN. FLR. I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 18" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. ,6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. OLAZINO: CARDINAL LOW "E 566" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. B. PERFORMANCE VALUES: U VALUE =.52 SHOG =20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: Q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOOD" - WINDOW OPENINO CONTROL DEVICES SHALL COMPLY B. MINIMUM OPERABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPEGTI VE GODE. (SEE SECTION 1 O 13.8.1 OF THE 2012 G. MINIMUM OPERABLE WIDTH SHALL BE 20 ". IBC OR SECTION R322 OF THE 202 IRO) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. Q 5. SAFETY OLAZINO SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL GOMPLY WITH THEIR RESPEGTI VE CODE 5ASE' ENT FLOOR SAFETY OLAZINO IS REQUIRED AT: _ A. STORM DOORS B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. 41ce: G. AT ALL SHOWER AND TUB DOORS > O � r FIRST LEVEL DOORS 2ND FLOOR, HEAD ST FLOOiZrh A N L7) 0 N (5 E N E A L N 0 T E S D. ALL GLASS IN TU55 AND SHOWERS LESS THAN ,60" ABOVE THE STAND I NO SURFACE OF THE TUB. IN A000RDANGE WITH 2012 I RG FOR 2 -UNIT Bll I LD I NOS, ,AND 2012 15G E. OLAZINO ADJAGENT TO A DOOR WHERE THE OLAZINO 15 WITHIN 24 "OF EITHER EDGE OF THE DOOR AND IS LESS THAN,60" FOR 3 -UNIT -STORY PLUS ��4SEMENT BUILDINGS; ABOVE FIN. FLR. I. WINDOWS AND DOORS SHALL BE JELD -WEN, PELLA, EAGLE OR EQUAL WOOD FRAME W/ F. OLA55 WITHIN 18" OF THE FLOOR. METAL GLAD EXTERIOR. COLOR BROWN. ,6. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS. 2. OLAZINO: CARDINAL LOW "E 566" INSULATED GLASS 7. CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES. B. PERFORMANCE VALUES: U VALUE =.52 SHOG =20 8. VERIFY ALL OPERATIONS OF WINDOWS AND WINDOW BRAND TYPE 4. EVERY SLEEPING ROOM AND BASEMENT SHALL BE PROVIDED WITH AT LEAST ONE WITH OWNER REPRESENTATIVE PRIOR TO ORDERING. OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: Q. PROVIDE ADD FOR KYNAR FINISH FOR ALL EXTERIOR WINDOWS. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 10. "WOOD" - WINDOW OPENINO CONTROL DEVICES SHALL COMPLY B. MINIMUM OPERABLE HEIGHT SHALL BE 24 ". WITH THEIR RESPEGTI VE GODE. (SEE SECTION 1 O 13.8.1 OF THE 2012 G. MINIMUM OPERABLE WIDTH SHALL BE 20 ". IBC OR SECTION R322 OF THE 202 IRO) D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. -j 5. SAFETY OLAZINO SHALL BE DETERMINED BY THE WINDOW SUPPLIER -ALL WINDOWS AND GLASS SHALL GOMPLY WITH THEIR RESPEGTI VE CODE 5ASE' ENT FLOOR SAFETY OLAZINO IS REQUIRED AT: _ A. STORM DOORS B. FIXED AND SL I D I NO PANELS OF SL I D I NO DOOR ASSEMBLIES. 41ce: G. AT ALL SHOWER AND TUB DOORS > UNIT �� WIN[��W � �Cc�� ��� ✓�TI�NS V �I ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda,com FAX 949.5205 EN ING PERMIT v 0 L N Z Lu 00 zV0 < 0 N ¢ �Q Q O N z U)O -j �ooC) z�w� 41ce: O > O EN ING PERMIT 14:111:1[7e1 =111]9 *1 1. LIVE LOADS USED IN DESIGN: A. ROOF (SNOW) <4/12 SLOPE ROOF (SNOW) >4/12 SLOPE B. TYPICAL FLOOR C. TYPICAL DECK D. IMPORTANCE FACTORS CATEGORY SEISMIC FACTOR IE SNOW FACTOR IS WIND FACTOR IW E. WIND 3 SECOND GUST EXPOSURE F. SNOW SNOW EXPOSURE FACTOR Ce THERMAL FACTOR Ct 100 PSF 80 PSF 40 PSF 100 PSF 1.0 1.0 1.0 1.0 90 B 1.0 1.0 G. SEISMIC SITE CLASS D CATEGORY B SS .035 S1 .008 BASIC SEISMIC FORCE RESISTING SYSTEM IS NA H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. 3. FOUNDATIONS A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 1500 PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISERECOMMENDED BY SOILS ENGINEER. D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON- GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRET 4. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS /FOUNDATIONS WALLS 3000 psi STD - -- - -- EXTERIOR CONCRETE 4500 psi STD 0.45 6 % -8% B. FOOTINGS AND WALLS SHALL NOT HAVE 30INTS IN A HORIZONTAL PLANE C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. ��:�rry�lr�I:z.�a�la►rr A. ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. 6. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. 7. WOOD A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. ALL WOOD MEMBERS THAT WILL BE WITHIN 18 INCHES OF FINAL GRADES (SOIL) AND ALL LOAD MEMBERS FOR DECKS SHALL BE TREATED. C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL 30ISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. G. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 8. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. �:>��L1�1�1;�rtr�yef;�rarla:�7 A. EPDXY ANCHORS SHALL BE HILTI HVA ADHESIVE ANCHORS (OR APPROVED EQUAL). B. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT II )OR APPROVED EQUAL). 1f M -y� qP MEEM= Monroe & Newell Engineers, Inc. Avon P.O. Box 1597 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 EMAIL avon@monroe- newell.com Denver 1400 Glenarm Place, Suite 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 EMAIL denver @monroe- newell.com .t!4„4Cl ;ej,,,, ` y Date 10 -04 -2013 Drawn By 0 Checked By PDM O 9020.14 m Lo 10 -14 -2013 Building Permit 03 -13 -2014 _J U LIJ °O Z 0 = O U � Q Q C) ry 0- 7F O 0 Q O � U) U W O Of 1� � > ' O V J Date 10 -04 -2013 Drawn By AVN Checked By PDM Project No. 9020.14 Revisions Bid Documents 10 -14 -2013 Building Permit 03 -13 -2014 S000 GENERAL NOTES (3) -2X8 RIM JOIST EXISTING BEARIN( WALL (VERIFY) COMPOSITE DECKING RE: ARCH. WOOD BEAM RE: PLAN NOTCH AT 45 °AS REQUIRED SECTION 11 SECTION 12 3/4" = 1' -0" \N GER EXISTING FLOOR FRAMING r EXISTING TOP PLATE NEW (3) -2/6 COLUMN WITH SIMPSON A35 (1) -SIDE TOP AND BOTTOM (2) -1/2" 0 BOLTS WITH HEAVY WASHER AND LOCKNUTS SECTION 8 3/4" = V -0" EXISTING CONCRETE WALL i i i i 2X6 X FULL HEIGHT WITH 1/2"o X 4" EMBED EPDXY ANCHORS AT 4' -0" i i 2X10 X 3' -0" BOLTED TO INSIBE EXISTING WALL WITH (2) -3 /4 "o i X 4" (EMBED) EXPANSION ANCHORS i i i I f'i VL DF_M1VI RL. rLMP4 EXISTING RIM JOIST (VERIFY) ARCH. EXISTING FLOOR — FRAMING 1/2" PLYWOOD SHEATHING (TYPICAL) (2) -2X6 X FULL HEIGHT WITH 1 /2 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL (2) -2X6 X FULL HEIGHT WITH 1/2 "o X 4 "(EMBED) EPDXY ANCHOR AT 2' -0" INTO EXISTING CONCRETE WALL PROVIDE B DTTOM PLATE OF (2) -2X10 2X10 (VERTICAL) CUT TO 8" (VERTICAL) BOLTED TO END OF CONCRETE AT CONCRETE WALL WALL WITH (2)-3/4"0 X4" EMBED EXPANSION 2X10 VERTICAL AS SHOWN ANCHORS RE: ARCH NOTES: 1.) PROVIDE 2X10 TOP AND BOTTOM PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITHIN 2'4" OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. SECTION 9 3/4" = 1' -0" 1/2" PLYWOOD SHEATHING (TYPICAL) (2) -2X6 X FULL HEIGHT WITH (2) -1/2" 0 THRU -BOLTS WITH HEAVY WASHERS 2X10 (VERTICAL) CUT TO 8" AT WOOD BEAMS (TYP.) NOTES: 1.) PROVIDE 2X10 TOP AND BOTTOM PLATE. 2.) ALL FRAMING TO BE TREATED. 3.) SHEATHING WITH IN 2'4" OF GRADE TO BE TREATED. 4.) RE: ARCH. FOR BOTTOM OF WALL CLOSURE FRAMING. U SECTION 10 Bid Documents 3/4" = V -0" x U Q w EXISTING FRAMING WALL I�I� ►Jf��:fi�� V aVW.1\10 I NEW (3)2X12 RE: PLAN SIMPSON — L90 EACH SIDE AT V -4" STAGGER 1/2" 0 X 4" (EMBED) EPDXY - ANCHORS AT 2' -8" STAGGER = VL BEAM RE: PLAN U Q (3) -3/4" 0 BOLTS IN Li WOOD COLUMN SIMPSON CB POST RE: PLAN no- COMPOSITE BASE DECK RE: ARCH. JOIST RE: PLAN SIMPSON FACE MOUNT HANGER NEW LEDGER JOIST RE: PLAN SECTION 4 3/4" = 1' -0" COMPOSITE DECK RE: ARCH. NEW 2X8 BLOCKING NEW L90 (TYP.) NEW 2X8 (TREATED) PLATE RE: PLAN EXISTING CONCRETE FOUNDATION WALL RE: PLAN SECTION 5 3/4" = 1' -0" SECTION 6 3/4" = 1' -0" SECTION 7 3/4" = 1' -0" WOOD, RE: PLA L6X6X5/16 WITH (3) -3/4" 0 X 5" (EMBED) EXPANSION ANCHORS EXISTING CONCRETE WALL SIMPSO CAP z a SECTION 1 3/4" = 1' -0" RE: PLAN SECTION 2 3/4" = 1' -0" (3) - #3 TIES AT 3" #3 TIE AT MID - HEIGHT (4) - #5 X 8" RE: PLAN WOOD COLUMN RE: PLAN SIMPSON CB POST BASE (3) - #3 TIES AT 3" (3) - #5 X 4" BIG FOOT FOOTING nne InnC11= SECTION 3 3/4" = 1' -0" (ONE SIDE 'P. PLAN 9 Monroe & Newell Engineers, Inc. Avon P.O. Box 1597 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 EMAIL avon @monroe- newell.com Denver 1400 Glenarm Place, Suite 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 EMAIL denver @monroe - newell.com ` y Date 0 Drawn By AVN Q O PDM m 9020.14 U Bid Documents 10 -14 -2013 U 03 -13 -2014 °O Z 0 = O U Q Q C) ry O O O � � U Q Ir W O Of 11 O U/ M Date 10 -04 -2013 Drawn By AVN Checked By PDM Project No. 9020.14 Revisions Bid Documents 10 -14 -2013 Building Permit 03 -13 -2014 ■ DETAILS 6 S0.1 -� - - S0.1 5 S0.1 U m a 0 B 0 a v 0 N O �7 �. 9 A (3) -12" VL 12 S0.1 2X12 AT 8" EXISTING CONCRETE WALL. PROVIDE NEW 2X8 TOP PLATE 2X12 AT 1'4' CONTRACTOR MAY DO AS (2) -SPAN JOISTS (3) -12" VL 8 S0.1 EX161 INU bUILUINU NEW 2X12 RIM JOIST FASTEN TO EXISTING RIM AND /OR BLOCKING WITH 4 5)- SIMPSON SDS 25/300 S0.1 SCREWS AT 1' -4" (MAX.) j 2X8 AT V -4" PROVIDE 24" 0 BIGFOOT FOOTING WITH (3) - #5 VERTICAL AND (3) - #3 TIES AT TOP RE: 2/S0.1 20 INEW,6X6 WOOD COIL MN BELOW I uF I I I I IIII I I I DN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7- T -� II i I 4 NEW 2X12 RIM JOIST F—,,,FIASTENTO EXISTING RIM S0.1 EXISTING BUILDING ND /OR BLOCKING WITH (2)- 8IMPSON SDS 25/300 SCREWS AT V -4" (MAX.) (2)-2X10 AT V-4" 6X6 WOOD COLUMN o (BELOW) (TYP. 3 LOCATIONS) PROVIDE 28" 0 BIGFOOT _ N WITH (3) - #5 VERTICAL AND (3) - #3 TIES AT TOP I I RE: 2/S0.1 I I 3 (3) -12" VL, W10X15 R (3) -12" VL, W10X15 OR 5 1/2" X 12" GL �- - - J S0.1 5 1/2" X 12" GL PROVIDE V -0" 0 PIER WITH 42' (3) - #5 VERTICAL ON +gyp 3' -0" X 3' -0" X 1' -0" FOOTING WITH (3) - #5 EACH WAY RE: 1/S0.1 8 S0.1 PROVIDE 28" 0 BIGFOOT WITH (3) - #5 VERTICAL AND (3) - #3 TIES AT TOP RE: 2/S0.1 -2 :? �u Ti H i he LPN NEW 6X6 COLUMN 0 Li 9E] 12 S0.1 00 ------- LZ 0 0 EXISTING BUILDING NEW 2X12 RIM JOIST - FASTEN TO EXISTING RIM 4 AND /OR BLOCKING WITH S0.1 (2)-SIMPSON SDS 25/300 SCREWS AT 1' -4" (MAX.) I A I 2X8 AT 1'4' (3) -12" VL 2X12 AT 8" EXISTING CONCRETE WALL. PROVIDE NEW 2X8 TOP PLATE 2X12 AT 1'4' CONTRACTOR MAY DO AS (2) -SPAN JOI PROVIDE 24" 0 BIGFOOT FOOTING WITH (3) - #5 VERTICAL AND (3) - #3 TIES AT TOP 8 RE: 2/S0.1 S0.1 ALL DECKING, JOISTS, BEAMS, LEDGERS, COLUMNS AND FOOTINGS ARE NEW CONSTRUCTION UNLESS NOTED AS EXISTING 1f r , Monroe & Newell Engineers, Inc. Avon P.O. Box 1597 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 EMAIL avon @monroe- newell.com Denver 1400 Glenarm Place, Suite 101 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 EMAIL denver@monroe- newell.com ;:yi,''��ni•1 "�(,f] j� is .f � y � N N 1 Q O N Q Cn O �. 6 co S0.1 � IT- Uj W M�y� Z - m O 9 U � S0.1 Q . 5 = Q J 50.1 o cr) O U t ,0' .. W Q O o / O 0— Date 10 -04 -2013 Drawn By AVN Checked By PDM Project No. 9020.14 Revisions Bid Documents 10 -14 -2013 Building Permit 03 -13 -2014 S102 U NITS 20, 21, 22