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Home My WebLink AboutB08-0297 PlansR I I mNm AB ANCHOR BOLT ABV ABOVE AOJ ADJUSTABLE t EL ADJACENT A/C AIR CONDITIONING AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL AFPFR APPROVED ARCH ARCHITECTURAL) BD BOARD BLDG BUILDING BLK BLOCK BM BENCHMARK/ FUR BEAM BO BOTTOM OF 5OT BOTTOM BRG BEARING B5MT BASEMENT CAST CABINET CER CERAMIC GIP CAST IRON PIPE CF CUBIC FOOT CK CHECK CKT CIRCUIT CL CENTERLINE CL6 CEILING CLO CLOSET CLR CLEAR CO CLEAN OUT COL COL COND CONDITION CONG CONCRETE GONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE(ION) CRS(5) COURSE(5) OT GERAMIC TILE GTR CENTER d PENNY (NAILS, ETC,) DBL DOUBLE DEPT DEPARTMENT DET DETAIL DH DOUBLE HUNG DIAM DIAMETER DIAL DIAGONAL DIM DMEN51ON DL DEAD LOAD DR DOOR D5 DONNSPOUT DUP DUFLEX / TEMP DUPLICATE DIN D15HWA5HER DWG DRANIN6 E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC El ECTRIG(AL) ELEV ELEVATOR EN6R ENGINEER EQ EQUAL EQPT EQUIPMENT EA EACH WAY EX15T EXISTING EXH EXHAUST EXP EXPOSED EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FIN FINISH FLR FLOOR(NS) FLOUR FLOURESCENT FO FACE OF FP FIREPROOF / HTG FIREPLACE FR FRAME(D)(IN(5) FRP FIEERGLA55 REINF LP PANEL (PLASTIC) FT FOOT FT6 FOOTN6 FUR FURR(ED)(ING) FURN FURNITURE/ IN FURNISH(ED)(IN6) GA GAGE / GAUGE GAL GALLON 6ALV GALVANIZED) GAR 6ARA6E 6C GENERAL CONTRACTOR 61 GALVANIZED IRON 6L GLASS / GLAZING 6R GRADE 6RN GREEN G I GREASE TRAP GAB 6YFSUM HALL BOARD H HAND HO HEAD HDR HEADER HOAR HARDWARE HM HOLLOW METAL HOR(IZ) HORIZONTAL HP HIGH PRESSURE H5E HOSE HT HEIGHT HTG HEATING HTR HEATER HA HOT WATER LP IRON INCL iNCLUDE(ED06) ID INSIDE DIAMETER INFO INFORMATION lNSUL INSULATE(ED)(ION) IN INTERIOR INTL INTERNATIONAL JB JUNCTION BOX JCT JUNCTION .:T JOINT KO KNOCK OUT KO KILN DRIED KD KNOCK DOAN L LENGTH / LONG L LEFT LAM LAMINATE(D)(ION) LAO LAMER LAV LAVATORY LBR LUMBER LH LEFT HAND LIB LIBRARY LIN LINE / LINEAR LIQ LIQUID LL LIVE LOAD LT LIGHT LP LOW PRESSURE MAINT MAINTENANCE / MAINTAIN MA5 MA5ONRY MATL MATERIAL MAX MAXIMUM MBR MEMBER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFG MANUFACTURE(R)(D) MGR MANAGER MGT MANAGEMENT MIN MINIMUM / MINIMAL MIR MIRRORED) M15G MISCELLANEOUS MO MASONRY OFENIN6 MO MONTH MT MOUNT(ED)ON6) MTL METAL MTR METER MTG MOUNTING MULT MULTIPLE N NORTH NA NOT APPLICABLE / AVAILABLE NAT NATURAL NC NO CHANGE / NO CHARGE. NEC NATIONAL ELECTRIC (ODE NEC NEGE55ARY NEC, NEGATIVE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NP NICKEL PLATED NRC NOISE REDUCTION COEFFICIENT NT5 NOT TO SCALE OA OVERALL OC ON CENTER OD OUT50E DIAMETER OF OWNER FURNISHED OFG OFFICE OH OVERHEAD OPN6 OPENING OPTL OPTIONAL OPH OPPOSITE HAND OPP OPPOSITE OR6 ORGANIZE(ATION) ORIG ORIGINAL / ORIGIN OUT OUTLET OVHD OVERHEAD P POLE PA PUBLIC ADDRE PC PIECE FCT PERCENT FED PEDESTAL FERF PERFORATED PERM PERMANENT FERF PERPENDICULAR PH PHASE FL PLATE/ PLASTER PLAM PLASTIC LAMINATE FL66 PLUMBING PLF POUNDS PER LINEAR FT FLAS PLASTER FLND PLYNOOD FNL PANEL PNT FAINT FO PO5T OFFICE FOL POL15H(ED) PO5 PO51TIVE FOS POINT OF SALE PR PAIR PREFAB PREFABRICATED PRELIM PRELIMINARY PREP PREPARE(D) FROJ PROJECT PROP PROFERTY PROV PROVIDE/FROVI51ONAL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH FT POINT PTO FAINTED PUB PUBLICATION PVC POLY VINYL CHLORIDE PAR POKER QC QUALITY CONTROL OT QUARRY TILE QTR QUARTER MAL QUALITY MANT QUANTITY R RIGHT / RISER R4R REMOVE AND REPLACE RAD RADIUS RCPT RECEPTACLE RD ROAD REPAR REINFORCING BAR REC RECESS / RECREATION RECD RECEIVED RECT RECTANGULAR REP REFERENCE) RE6 REGULAR / REGISTER REFR REFRIGERATOR REINF REINFORGE(ING) REL RELATIVE READ REQUIRED RE51L RESILIENT RET RETURN REV Rc'V15E(D)(ION) RF ROOF RFC, ROOFING RH RIGHT HAND RM ROOM RNO ROUND RO ROUGH OPENING 5 SIDE 525 SURFACED TWO (2) SIDES 545 SURFACED FOUR (4) SIDES SAN SANITARY 56 5OLID CORE SCHED SCHEDULE 5D SHOWER DRAIN 5D6 SIDING SECT SECTION SEP SEPARATE SEW SEWER / 5ENA6E 5F SQUARE FOOT 56L SINGLE 5H SHELF / SHELVING SHPT SHIPMENT 5HT SHEET SHWR SHOWER SIM SIMILAR 5K SKETCH SLIP 5LIDE(R)(IN6) SLVT SOLVENT 5M SMALL SPEC SPECIFICATION 5PKR SPEAKER 5FR SPRINKLER 50 SQUARE 55 STAINLESS STEEL ST STEAM STD STANDARD 5TL STEEL STOR STORE(AGE) STC SOUND TRANSMISSION GLASS STD STANDARD STIR STRENGTH STRUO STRUCTURE(AL) SUB SUBSTITUTE / SUB- CONTRACTOR SUPT SUPERINTEND(ANT) SUFV SUPERVISE SURF SURFACE SURV SURVEYED) / SURVEYOR SUSP %5FEND(ED) 5VC SERVICE SIN SNITCH(ED) 5YM SYMMETRICAL SYNT SYNTHETIC SYS SYSTEM 3P THREE PHASE T$6 TONGUE 4 GROOVE TO TERRA COTTA ! TOP CHORD TECH TECHNICAL TEL TELEPHONE TEMP TEMPER(ED) I TEMPORARY/ TEMPERATURE TEXT TEXTURED) THIP THREAD THK THICKNESS) TLT TOILET TO TOP OF TOW TOP OF HALL TRANS TRANSFORMER TRANSP TRANSPARENT TV TELEVISION TYP TYPICAL UBC UNIFORM BUILDING CODE UG UNDER CABINET U6 UNDER GROUND UNF UNFINISHED UNIF UNIFORM UNO UNLF55 NOTED OTHERAGE UV ULTRA VIOLET V VALVE / VOLTAGE VAC VACUUM / VACANT VAR VARIABLE / VARIATION t rm�� /9911111111 STUDIOS, INC 1 ALL NORK UNDER TH15 CONTRACT SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, LOCAL ORDINANCES AND PUBLIC AGENCIES HAVING JURISDICTION OVER THE NORK, 2 THE DRAAINGS AND SFECIFICATIONS SHALL SERVE AS A GUIDE TO THE SCOPE OF THIS PROJECT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, PARTS, APPURTENANCES, ASSEMBLIES AND EQUIPMENT FOR A COMPLETE PROJECT. 3 CONTRACTOR SHALL REVIEW THE ENTIRETY OF THE SCOPE OF WORK OF THI5 PROJECT PRIOR TO BEGINNING THE WORK. CONTRACTOR TO REVIEW ALL PORTIONS OF THE WORK AND LEAD TIMES IN ORDER TO IDENTIFY KEY /CRITICAL TIME FRAMES AND DEL15ION POINTS IN ORDER FOR ALL ITEMS, PARTS, APPURTENANCES AND ASSEMBLIES TO BE ORDERED AND DELIVERED TO THE JOB SITE IN AN APPROPRIATE TIME FRAME FOR THEIR INSTALLATION 50 AS NOT TO DELAY THE PROJECT SCHEDULE. 4 THE INSTALLER OF EACH MAJOR COMPONENT SHALL INSPECT BOTH SUBSTRATE AND CONDITIONS UNDER WHICH WORK 15 TO BE PERFORMED, DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A SATISFACTORY MANNER AND SUCH THAT MANUFACTURER REQUIREMENTS FOR THE A55EMBLIES WILL HAVE BEEN MET OR EXCEEDED. 5 THE CONTRACTOR SHALL LAYOUT ALL STRUCTURAL, MECHANICAL PLUMBING, ELECTRICAL, COMMUNICATIONS AND OTHER SYSTEMS, AT THE START OF THE WORK AND THROUGHOUT THE COURSE OF THE PROJECT TO A65URE ALIGNMENT OF ASSEMBLIES AND FINISH WORK AND DEVICES INDICATED AND INTENDED ON THESE DRANIN65. A CONFLICTS BETWEEN ASSEMBLIES - ESPECIALLY STRUCTURAL, MECHANICAL, AND PLUMBING - ARE TO BE IDENTIFIED EARLY IN THE PROJECT SCHEDULE IN ORDER TO PROVIDE EVERY OPPORTUNITY TO ADDRESS THE IDENTIFIED 155UE AND ALLOW FOR ADJUSTMENTS SUCH THAT THE FIN15HED RESULT 5 THAT INTENDED WITH THESE DOCUMENTS. B CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AS 5OON AS POSSIBLE SO AS TO MINIMALLY IMPACT THE PROJECT SCHEDULE AND CONSTRUCTION BUDGET. 6 THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS ON SITE TO THE AREAS PERMITTED BY THESE DOCUMENTS AND /OR BY THE OWNER'S DIRECTION. I THE CONTRACTOR SHALL ACQUIRE AND PAY FOR PERMITS, INSPECTIONS AND APPROVALS CONNECTED WITH THE WORK AS PART OF THE COST OF CONSTRUCTION. 8 ALL MATERIALS STORED ON 51TE SHALL BE PROPERLY STACKED, STORED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION, STORED MATERIALS ARE TO BE PROTECTED FROM RAIN, SNOW, AND DIRECT CONTACT WITH WET GROUND. DAMP AND /OR NET MATERIALS AND /OR FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF THE WORK. q THE CONTRACTOR SHALL EXECUTE ALL CUTTING, FITTING AND PATCHING SUCH THAT ALL PARTS AND ASSEMBLES FIT TOGETHER PROPERLY. CUTTING AND PATCHING SHALL NOT ENDANGER, OR NEGATIVELY IMPACT OTHER NORK. ALL PATCHING, REPAIRING AND REPLACEMENT OF SURFACES OR MATERIALS DAMAGED DURING GUTTING AND PATCHING SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES FREE FROM VISIBLE DIFFERENTIATION. 10 THE CONTRACTOR SHALL PROVIDE ALL NECE55ARY BLOCKING AND FRAMING TO INCLUDE BUT NOT NECF-55ARILY LIMITED TO DOORS, NINDON5, ELECTRICAL DEVICES, CABINETRY, CARPENTRY AND APPLIANCES, RECESSED ITEMS AND OTHER ITEMS REQUIRING BLOCKING. 11 THE CONTRACTOR SHALL PROVIDE AC4,E55 PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONGEALED SPACES AND EQUIPMENT. PROVIDE AC/,E55 PANELS TO ALL INSTALLED CONTROL AND SHUT -OFF VALVES FOR MECHANICAL EQUIPMENT AND PLUMBING. NO CONTROL VALVES ARE TO BE 'BURIED' BEHIND WALL SURFACES WITHOUT ACCESS. VERIFY LOCATION AND 51ZE OF ACCESS PANELS WITH ARCHITECT PRIOR TO INSTALLATION. A'ti ra VAIL r. 12 PROVIDE SMOKE DETECTORS, VISUAL STROBES, HORNS AND CONNECTIONS TO ANNUNCIATOR PANELS AS REQUIRED BY APPLICABLE CODES AND LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE WORK. 13 SMOKE DETECTORS: A ALL SMOKE ALARMS SHALL BE L15TED AND INSTALLED PER IRC 8313 AND NFPA 12. B SMOKE DETECTORS TO BE PROVIDED FOR EACH SLEEPING ROOM G SMOKE DETECTORS TO BE 11OV HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. ALARMS SHALL BE WIRED SUCH THAT THE ACTUATION OF ONE ABM HILL ACTUATE ALL ALARMS WITHIN THE RESIDENCE. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. D PROVIDE SMOKE DETECTORS OUTSIDE EACH 5LEEPIN6 ROOM IN THE IMMEDIATE VICINITY OF THE BEDROOM. E PROVIDE ONE (1) ADDITIONAL SMOKE DETECTOR ON EACH FLOOR - NOT INCLUDING NON - HABITABLE 5FAGE5 OR CRAWL SPACES. F NIRIN6 SHALL BE PERMANENT AND NITHOUT 015CONNECTINO SNITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION AND ARC -FAULT PROTECTION. 14 INTERIOR FIN15HES: FLAMESFREAD RATINGS OF ALL APPLIED INTERIOR MATERIALS ARE TO CONFORM TO THE REQUIREMENTS OF 2003 IBC TABLE 8033 OR AS REVISED BY LOCAL AUTHORITIES HAVING JURISDICTION OVER THE NORK. 15 NINDON YELL %RE55: NNDON HELL ASSEMBLIES USED FOR SLEEPING ROOM E6RE55 ARE TO CONFORM TO IRC SECTION 8310.2 "HINDON HELLS ". A NINDON NELL SHALL BE A MINIMUM OF NINE (5) SF KITH A MINIMUM HORIZ PROJECTION OF THREE FEET (3' -0"). THE AREA OF THE NNDON HELL SHALL ALLON THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. 5 THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACHA MAX. OF 51X INCHES (6 ") INTO THE REQUIRED AREA OF THE HINDON HELL. G NINDON NELLS KITH A VERTICAL DEPTH GREATER THAN FORTY FOUR INCHES (44 ") SHALL BE EQUIPPED KITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE KITH THE NINDON IN A FULLY OPENED POSITION. LADDERS OR RUNGS SHALL HAVE A MINIMUM IN51DE NIDTH OF 12" AND SHALL PROJECT AT LEAST THREE INCHES (3") FROM THE NALL AND SHALL BE SPACED NOT MORE THAN EIGHTEEN INCHES ON CENTER (18" OC) VERTICALLY FOR THE FULL HEIGHT OF THE WALL, 16 EGRES_5 NINDONS: EGRESS NINDOM SHALL CONFORM TO THE REQUIREMENTS OF IRG SECTION R31O.1. A EMERGENCY ESCAPE AND RE50UE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENIN6 OF 51 SO FT. B MINIMUM NET CLEAR OPENING HEIGHT SHALL BE TNENTY FOUR INCHES (24 ") G MINIMUM NET CLEAR OPENING NIDTH SHALL BE TWENTY INCHES (20 ") D EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN FORTY FOUR INCHES (44 ') ABOVE THE FIN15HED FLOOR. off(ml I M studio 19701748 1 9414 fox 1970 1748 19476 FROJECT PATA ORIGINAL CONSTRUCTION BUILDING ORIGINALLY CONSTRUCTED UNDER 1%2 U50 (A55UMED) PER ORIGINAL CONSTRUCTION DOCUMENTS DATED JUNE / JULY 1g86. GODS REVIEW CONSTRUCTION TYPE: TYPE 55 - NON - CONFORMING OCCUPANCY: A -3 4 R -1 AS NOTED OCCUPANCY LOAD FACTOR: A: (UNCONCENTRATED) 15 5F / OCCUPANT R: 200 5F / OCCUPANT FLOOR AREA: MAIN LEVEL: A -3 (GCE) 3,256 5F R -1 2,151 5F SECOND LEVEL: R -1 16,336 5F THIRD LEVEL: R -1 16,336 5F OCCUPANT LOAD: A: UNCONCENTRATED - 21q OCCUPANTS (MAIN LEVEL) R -1: RE50ENTIAL - 114.3 OCCUPANTS (ALL LEVELS) NOTE TO BUILDING OFFICIAL: THI5 PROJECT CONSISTS OF INSTALLATION OF NEW STU= VENEER OVER EXISTING BRICK VENEER, MINOR REPAIR OF EX15TINS SIDING, NEW PAINT OF EXISTING 510ING AND WOOD STRUCTURE, AND MINOR LANDSCAPE AND RE- GRADING AT AREAS AFFECTED BY THE WORK. APFLIGABLE BUILDING GORES: 2 V3 -6 d INTERNATIONAL BUILDING CODE (IBC) - AMMENPMENTS BY LOCAL AUTMORME5 2006 INTERNATIONAL RESIDENTIAL CODE (IRO) - AMMENOOMENTS BY LOCAL AUTHOR1T1E5 2003 INTERNATIONAL MECHANICAL CODE (IMC) - AMMENOMENTS BY LOCAL AUTHORiT /E5 20034449694- PLUMBIN6 CODE (UPC) - AMMENLDMENTS BYLOGAL AUTHOR17'1 5 2003 INTERNATIONAL FIRE CODE (IFC) - AMMENLDMENTS BY LOCAL AU) OR/T /E5 ;"NATIONAL ELECTRIC CODE (NEC) - AMMENOMENTS BY LOCAL AUTHOR177E5 U01 OWNER: EAGLE POINT CONDOMINIUM ASSOCIATION - MANAGER: BERNIE COOPER 1500 MATTERHORN CIRCLE VAIL, COLORADO 1 410 -416 -6905 ARCHITECT: CONTRACTOR: AGO STUDIOS, INC. TBD CHRISTOPHER J. GREEN, AIA 2gOq JUNE CREEK TRAIL #1 PO BOX 16451 AVON, (O 81620 PHONE: glO.148. FAX: g7O.145A416 STRUCTURAL ENGINEER: CONSULTANT: NOT USED NOT USED Sam COVER NOTES / SHEET INDEX / PROJECT INFORMATION LANDSCAPE C1.O 51TE PLAN ARCHITECTURAL A1.O All A1.2 A2.O A2.1 A2.2 A3.0 CONSTRUCTION SECTIONS A3.2 CONSTRUCTION SECTIONS A33 CONSTRUCTION DETAILS STRUCTURAL N OT a• 'roWn o f a O F FlgtCopy MAIN LEVEL PLAN / STUCCO SPECS SECOND LEVEL PLAN THIRD LEVEL PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ENLARGED PARTIAL EXTERIOR ELEVATIONS r I f ) ISSUED FOR PRICING: 01.28.08 ISSUED FOR PERMIT: 08.21.06 N SITE LOGRTION DIAGRAM 4 VARIANCE VGT VINYL COMPOSITION TILE VD VOID VERT VERTICAL VG VERTICAL GRAIN VIB VIBRATE(ION) VIF VERIFY IN FIELD VIN VINYL VOL VOLUME V5 VERSUS N WIDE / NIDTH WASTE W/ KITH N/D Ak5HER / DRYER N/O NITHOUT WC WATER CLOSET ND HOOD MA NINDOW AF WIDE FLANGE HH HATER HEATER NHSE WAREHOUSE / WHOLESALE Al WROUGHT IRON WK MEEK NK6 NORKIN6 AM ARE MESH NIP HEATHER PROOF / HATER PROOF AS HEATHER STRIPPING AT HEIGHT AAF HELDED HIRE FABRIC Y YELLOW YR YEAR rm�� /9911111111 STUDIOS, INC 1 ALL NORK UNDER TH15 CONTRACT SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, LOCAL ORDINANCES AND PUBLIC AGENCIES HAVING JURISDICTION OVER THE NORK, 2 THE DRAAINGS AND SFECIFICATIONS SHALL SERVE AS A GUIDE TO THE SCOPE OF THIS PROJECT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, PARTS, APPURTENANCES, ASSEMBLIES AND EQUIPMENT FOR A COMPLETE PROJECT. 3 CONTRACTOR SHALL REVIEW THE ENTIRETY OF THE SCOPE OF WORK OF THI5 PROJECT PRIOR TO BEGINNING THE WORK. CONTRACTOR TO REVIEW ALL PORTIONS OF THE WORK AND LEAD TIMES IN ORDER TO IDENTIFY KEY /CRITICAL TIME FRAMES AND DEL15ION POINTS IN ORDER FOR ALL ITEMS, PARTS, APPURTENANCES AND ASSEMBLIES TO BE ORDERED AND DELIVERED TO THE JOB SITE IN AN APPROPRIATE TIME FRAME FOR THEIR INSTALLATION 50 AS NOT TO DELAY THE PROJECT SCHEDULE. 4 THE INSTALLER OF EACH MAJOR COMPONENT SHALL INSPECT BOTH SUBSTRATE AND CONDITIONS UNDER WHICH WORK 15 TO BE PERFORMED, DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A SATISFACTORY MANNER AND SUCH THAT MANUFACTURER REQUIREMENTS FOR THE A55EMBLIES WILL HAVE BEEN MET OR EXCEEDED. 5 THE CONTRACTOR SHALL LAYOUT ALL STRUCTURAL, MECHANICAL PLUMBING, ELECTRICAL, COMMUNICATIONS AND OTHER SYSTEMS, AT THE START OF THE WORK AND THROUGHOUT THE COURSE OF THE PROJECT TO A65URE ALIGNMENT OF ASSEMBLIES AND FINISH WORK AND DEVICES INDICATED AND INTENDED ON THESE DRANIN65. A CONFLICTS BETWEEN ASSEMBLIES - ESPECIALLY STRUCTURAL, MECHANICAL, AND PLUMBING - ARE TO BE IDENTIFIED EARLY IN THE PROJECT SCHEDULE IN ORDER TO PROVIDE EVERY OPPORTUNITY TO ADDRESS THE IDENTIFIED 155UE AND ALLOW FOR ADJUSTMENTS SUCH THAT THE FIN15HED RESULT 5 THAT INTENDED WITH THESE DOCUMENTS. B CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AS 5OON AS POSSIBLE SO AS TO MINIMALLY IMPACT THE PROJECT SCHEDULE AND CONSTRUCTION BUDGET. 6 THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS ON SITE TO THE AREAS PERMITTED BY THESE DOCUMENTS AND /OR BY THE OWNER'S DIRECTION. I THE CONTRACTOR SHALL ACQUIRE AND PAY FOR PERMITS, INSPECTIONS AND APPROVALS CONNECTED WITH THE WORK AS PART OF THE COST OF CONSTRUCTION. 8 ALL MATERIALS STORED ON 51TE SHALL BE PROPERLY STACKED, STORED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION, STORED MATERIALS ARE TO BE PROTECTED FROM RAIN, SNOW, AND DIRECT CONTACT WITH WET GROUND. DAMP AND /OR NET MATERIALS AND /OR FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF THE WORK. q THE CONTRACTOR SHALL EXECUTE ALL CUTTING, FITTING AND PATCHING SUCH THAT ALL PARTS AND ASSEMBLES FIT TOGETHER PROPERLY. CUTTING AND PATCHING SHALL NOT ENDANGER, OR NEGATIVELY IMPACT OTHER NORK. ALL PATCHING, REPAIRING AND REPLACEMENT OF SURFACES OR MATERIALS DAMAGED DURING GUTTING AND PATCHING SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES FREE FROM VISIBLE DIFFERENTIATION. 10 THE CONTRACTOR SHALL PROVIDE ALL NECE55ARY BLOCKING AND FRAMING TO INCLUDE BUT NOT NECF-55ARILY LIMITED TO DOORS, NINDON5, ELECTRICAL DEVICES, CABINETRY, CARPENTRY AND APPLIANCES, RECESSED ITEMS AND OTHER ITEMS REQUIRING BLOCKING. 11 THE CONTRACTOR SHALL PROVIDE AC4,E55 PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONGEALED SPACES AND EQUIPMENT. PROVIDE AC/,E55 PANELS TO ALL INSTALLED CONTROL AND SHUT -OFF VALVES FOR MECHANICAL EQUIPMENT AND PLUMBING. NO CONTROL VALVES ARE TO BE 'BURIED' BEHIND WALL SURFACES WITHOUT ACCESS. VERIFY LOCATION AND 51ZE OF ACCESS PANELS WITH ARCHITECT PRIOR TO INSTALLATION. A'ti ra VAIL r. 12 PROVIDE SMOKE DETECTORS, VISUAL STROBES, HORNS AND CONNECTIONS TO ANNUNCIATOR PANELS AS REQUIRED BY APPLICABLE CODES AND LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE WORK. 13 SMOKE DETECTORS: A ALL SMOKE ALARMS SHALL BE L15TED AND INSTALLED PER IRC 8313 AND NFPA 12. B SMOKE DETECTORS TO BE PROVIDED FOR EACH SLEEPING ROOM G SMOKE DETECTORS TO BE 11OV HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. ALARMS SHALL BE WIRED SUCH THAT THE ACTUATION OF ONE ABM HILL ACTUATE ALL ALARMS WITHIN THE RESIDENCE. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. D PROVIDE SMOKE DETECTORS OUTSIDE EACH 5LEEPIN6 ROOM IN THE IMMEDIATE VICINITY OF THE BEDROOM. E PROVIDE ONE (1) ADDITIONAL SMOKE DETECTOR ON EACH FLOOR - NOT INCLUDING NON - HABITABLE 5FAGE5 OR CRAWL SPACES. F NIRIN6 SHALL BE PERMANENT AND NITHOUT 015CONNECTINO SNITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION AND ARC -FAULT PROTECTION. 14 INTERIOR FIN15HES: FLAMESFREAD RATINGS OF ALL APPLIED INTERIOR MATERIALS ARE TO CONFORM TO THE REQUIREMENTS OF 2003 IBC TABLE 8033 OR AS REVISED BY LOCAL AUTHORITIES HAVING JURISDICTION OVER THE NORK. 15 NINDON YELL %RE55: NNDON HELL ASSEMBLIES USED FOR SLEEPING ROOM E6RE55 ARE TO CONFORM TO IRC SECTION 8310.2 "HINDON HELLS ". A NINDON NELL SHALL BE A MINIMUM OF NINE (5) SF KITH A MINIMUM HORIZ PROJECTION OF THREE FEET (3' -0"). THE AREA OF THE NNDON HELL SHALL ALLON THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. 5 THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACHA MAX. OF 51X INCHES (6 ") INTO THE REQUIRED AREA OF THE HINDON HELL. G NINDON NELLS KITH A VERTICAL DEPTH GREATER THAN FORTY FOUR INCHES (44 ") SHALL BE EQUIPPED KITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE KITH THE NINDON IN A FULLY OPENED POSITION. LADDERS OR RUNGS SHALL HAVE A MINIMUM IN51DE NIDTH OF 12" AND SHALL PROJECT AT LEAST THREE INCHES (3") FROM THE NALL AND SHALL BE SPACED NOT MORE THAN EIGHTEEN INCHES ON CENTER (18" OC) VERTICALLY FOR THE FULL HEIGHT OF THE WALL, 16 EGRES_5 NINDONS: EGRESS NINDOM SHALL CONFORM TO THE REQUIREMENTS OF IRG SECTION R31O.1. A EMERGENCY ESCAPE AND RE50UE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENIN6 OF 51 SO FT. B MINIMUM NET CLEAR OPENING HEIGHT SHALL BE TNENTY FOUR INCHES (24 ") G MINIMUM NET CLEAR OPENING NIDTH SHALL BE TWENTY INCHES (20 ") D EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN FORTY FOUR INCHES (44 ') ABOVE THE FIN15HED FLOOR. off(ml I M studio 19701748 1 9414 fox 1970 1748 19476 FROJECT PATA ORIGINAL CONSTRUCTION BUILDING ORIGINALLY CONSTRUCTED UNDER 1%2 U50 (A55UMED) PER ORIGINAL CONSTRUCTION DOCUMENTS DATED JUNE / JULY 1g86. GODS REVIEW CONSTRUCTION TYPE: TYPE 55 - NON - CONFORMING OCCUPANCY: A -3 4 R -1 AS NOTED OCCUPANCY LOAD FACTOR: A: (UNCONCENTRATED) 15 5F / OCCUPANT R: 200 5F / OCCUPANT FLOOR AREA: MAIN LEVEL: A -3 (GCE) 3,256 5F R -1 2,151 5F SECOND LEVEL: R -1 16,336 5F THIRD LEVEL: R -1 16,336 5F OCCUPANT LOAD: A: UNCONCENTRATED - 21q OCCUPANTS (MAIN LEVEL) R -1: RE50ENTIAL - 114.3 OCCUPANTS (ALL LEVELS) NOTE TO BUILDING OFFICIAL: THI5 PROJECT CONSISTS OF INSTALLATION OF NEW STU= VENEER OVER EXISTING BRICK VENEER, MINOR REPAIR OF EX15TINS SIDING, NEW PAINT OF EXISTING 510ING AND WOOD STRUCTURE, AND MINOR LANDSCAPE AND RE- GRADING AT AREAS AFFECTED BY THE WORK. APFLIGABLE BUILDING GORES: 2 V3 -6 d INTERNATIONAL BUILDING CODE (IBC) - AMMENPMENTS BY LOCAL AUTMORME5 2006 INTERNATIONAL RESIDENTIAL CODE (IRO) - AMMENOOMENTS BY LOCAL AUTHOR1T1E5 2003 INTERNATIONAL MECHANICAL CODE (IMC) - AMMENOMENTS BY LOCAL AUTHORiT /E5 20034449694- PLUMBIN6 CODE (UPC) - AMMENLDMENTS BYLOGAL AUTHOR17'1 5 2003 INTERNATIONAL FIRE CODE (IFC) - AMMENLDMENTS BY LOCAL AU) OR/T /E5 ;"NATIONAL ELECTRIC CODE (NEC) - AMMENOMENTS BY LOCAL AUTHOR177E5 U01 OWNER: EAGLE POINT CONDOMINIUM ASSOCIATION - MANAGER: BERNIE COOPER 1500 MATTERHORN CIRCLE VAIL, COLORADO 1 410 -416 -6905 ARCHITECT: CONTRACTOR: AGO STUDIOS, INC. TBD CHRISTOPHER J. GREEN, AIA 2gOq JUNE CREEK TRAIL #1 PO BOX 16451 AVON, (O 81620 PHONE: glO.148. FAX: g7O.145A416 STRUCTURAL ENGINEER: CONSULTANT: NOT USED NOT USED Sam COVER NOTES / SHEET INDEX / PROJECT INFORMATION LANDSCAPE C1.O 51TE PLAN ARCHITECTURAL A1.O All A1.2 A2.O A2.1 A2.2 A3.0 CONSTRUCTION SECTIONS A3.2 CONSTRUCTION SECTIONS A33 CONSTRUCTION DETAILS STRUCTURAL N OT a• 'roWn o f a O F FlgtCopy MAIN LEVEL PLAN / STUCCO SPECS SECOND LEVEL PLAN THIRD LEVEL PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ENLARGED PARTIAL EXTERIOR ELEVATIONS r I f ) ISSUED FOR PRICING: 01.28.08 ISSUED FOR PERMIT: 08.21.06 N SITE LOGRTION DIAGRAM 4 I (�6 00 0 �'APHIC' SCALE I 5o. cc ?0 40 CC inch 20 R. - ,Q 50 S TR E A M SEW B A K (S CR LE NO Tr 41 C _ C FO UND N o. 5 R F B A P A R 'NITH YELLOW PLAS ( ,/-%,P Y' L.S. No . 127 SEWER MANHOLE MV 0020 C OLD STR E A M S. '27" RIM ELEV = 8017.5' 00 EVERGREEN TREE INV ELEV - 7997,5' C ONDOVINIUVS WI TH 'RUNK DIAME TER (PROJECT BEACHMARK) (TYPICAL} A 2.0 WOOD FENCE 8017.6 - NOR - H LINE NEI/,, SW (BASS OF ING) wo. 81(320 7 1 N 88, _190-00 4` \ 8020 8020.0 802 B.- ✓ r UTII-J THE EAGLE POINT" 3 - S DRY WOOD A,\`� B CK CONLEOMINI J 100 YEAR IF LO' ,;OD P -AIN c) C NDOM!Ni��V f (SEE NOTE 5) 032 RIDGE 8053 is- f )CR I- vw""`D c -1- 1 c') (). " BOOK 453, P k( E 441) .7 - 2 ND F MR FVAT�"N ADDRE� S: 1500 MATTI _FmHORN CIRCLi 3R� F 0 R ELEVAlION' �09. 8029.6 8020. 8 0 19.9 8018.8', LL_ III 1 WALK i WlIy 111 1! 1 C) x I il 801 7.0 1111 v N 80 20.2 16.2' lb - - - - - - - - - - STAIRS S, _Nps CCNC WALKWAY k� 8 0- 80'x8.7 7 11 LI-i 8- 0; 9. 19,7 0) G 12.0 8020.5 I iG [j 7 POLE 8020.6 ETE WALKWAY 1- STORY Woq�D BUILDING /T YP r�l AL) C NC R' THIS A -tHOQ,� APPROXA JE FIRST FL OC 0 lf�" 'POOL/E I C I REC R__ Na J 3020.8 8C4 0 80166 A 2. co 010. 0 rn YPIC At STAIRS "J 00 0' 8016.5 A A I RKIN"", AREA 024 1 8020.9' 80'4.7 C) ARK V; 8013.1 8024.8 8 0 A 2-STORY 'COD AND BRICK CONDON/ NIUM BUILDING RIDGE 8053.9' 1ST FLOOR LEVATION = 8029-c 8024.8 2ND FLOOR LEVATION = 8039. 8011.4 8014�9 8036. 8030.8 8012. =j 9.1 30108 8029,1 8035.9 i D 802 8047.5 O l IC I DUI 'ON R C-71NC-7 PAOR 8.6 �7 11V� - T EDGE F AS H 1 8028.9 F No, 5 REBAR 80122.1 e F0 800 FI- 8 c TRANC E 23 ' WI "H YELLOW PLASTIC C; AP 8010.5 8008.3 25.78' (C ALC 8030 L.S. No. 12770 r AIM QINA 1-* 1 v v 8' 51'' 53.70' 11% ___1 8011. 7 8 L2 1. X _�:j 8014,9 L - 8023.2 - - - - - - - - "W8. - -1 - - - --- 1 . 80232 046.4 8009.6 8024.9 8028.6 J 11 8011.� - � L 033 8037.2 804 .1 5 0' INGIRESS/IGRFSS, FASEVIENT 01 '0451 CD SEI, MANHOLE (BOOK 19 A' PAGE 241) CD C (S�_ 0 00 RIM ELEV 8046.0' I i I A D E If) A fR I A F E N 0 1 E 6) x x 8025.9 00 N _0 8034.2 L H( ?6.4 '901 EDGE OF ASPHAIT �1� N M AT T RHORN CIRCI 8042.6 - 8029.0 8031J RIGHT-OF.-WAY) WATF_ \,`Ai Vi� Al_` S89* 59'31"w 352.58' �- _8027�6 SEWER MANHOLE - 150' MH 0040 RIM ELE V = 8007. F IRF Hy'D'RAN T ('TyPiC At.) LEC TRIC At- FOUND PiN CAP 8006.7 INV ELE V = 7996.4 TRANSFORMER j S Nln 4017A - -- - � rn oa C) C) Q 00 "N 6TX M NEW STUCCO (TYF) L WD SIDING NEW 5TUC40 (T(F) ?C SIPINC NEW 5TUCW (TYF) L L L VNL PANEL 1 PANEL 1 8120 t Q 00 A 802 101 2 A 5.2 m 105 105 STUCIGO AND M PANELS SIM ALON6 THIS ELEVATION AND OTHER EXT. ELEVATIONS AS NOTED •• 1 A 5.0 r A MAIN LEVEL 5/52" =1'-0" F.XleTINC-y FARKING7 AREA MC40 ASSEMBLY OUTLINE 51:'E Zlfsl( ATION 09 A108 1,0 6ENERAL 2.03 MECHANICAL FASTENERS: 3.0 EXECUTION: 1.01 DE5161 A APPROPRIATE NON - CORRODING FASTENERS 3,01 INSTALLATION: INSTALL PER MANUFACTURERS PUBL15HED INSTRUCTIONS PREVENT THE ACCUMULATION OF WATER INTO OR BEHIND THE STUCCO 5 MASONRY: MIN #6 WAFER HEAD FULLY THREADED CORROSION RE51STANT SCREWS EITHER BY CONDENSATION OR LEAKAGE INTO THE WALL CONSTRUCTION. ANCHORS WITH MIN OF 1" PENETRATION INTO EXISTING MASONRY. 3.02 PROTECT INSTALLED MATERIALS FROM WATER INFILTRATION INTO OR BEHIND THEM. 1,02 6RADE: A STUCCO SHALL NOT BE APPLIED TO AREAS BELOW GRADE. 2.04 JOB MIXED INGREDIANTS: 3.03 PROTECT INSTALLED STUCCO FROM DUST / DIRT, PRECIPITATION AND FREEZING. 5 AREAS WHERE GRADE 15 ABOVE BRICK AND AREAS TO RECEIVE NEW A CLEAN WELL GRADED SAND FREE OF VELETRIOLES MATERIALS MIXED WITH CLEAN STUCCO ARE 00 BE HAND DUG AND GRADED SUCH THAT NEW GRADE POTABLE WATER. 3.04 LET APPLIED STUCCO CURE FOR A MINIMUM OF SEVEN (1) CALENDAR DAYS BEFORE WILL DIRECT WAT ER AAAY FROM BUILDING AND NEWLY GRADED AREAS APFLYH6 PRIMER AND FIN15H COATS ARE A MINIMUM OF 6" BELOW BOTTOM OF STUCCO PER DETAIL5 NOTED 2.05 STUCCO: THESE VOCUMEN 1 - 5. A 5TO POWfRAALL 5TU= - FACTOR PROPORTIONED WITH FIBER REINFORCED 3.05 PROVIDE PROTECTION OF INSTALLED PRIMER AND FINISH FROM DUST, DIRT, PORTLAND CEMENT BASED STUCCO - FIELD MIX WITH GRADED SAND AND YWER, PRECIPITATION AND FREEZN6 UNTIL DRY. 2.0 PRODUCTS: B ALL TO BE GALVANIZED METAL PER ASTM A 653 WITH 660 COATING 2.01 STUCCO PRODUCTMANUFACTURER5: 0 MANUF.: PHILLIPS MANUFACTURING OR EQUAL A 5TO CORPORATION B PROVIDE 5TUCW, PRIMER AND FINISH FROM SINGLE SOURCE MANUFACTURER. 2.06 BASE COATS: A STO FLEXYL FIBER REINFORCED ACRYLIC BASED WATERPROOF BASE COAT MIXED 2.01 LATH: WITH PORTLAND CEMENT - FOUNDATION PREPARATION. A MIN 23 LB / 5Q YD 5ELF FURRED GALVANIZED STEEL DIAMOND MESH METAL LATH PER ASTI M ( , 847 2.01 PRIMER: 5TO PRIMER - ACRYLIC, BASED TINTED PRIMER 5 MANUF.: PHILLIPS MANUFACTURING OR EQUAL 2.06 FINISH COAT: STO POWER WALL MEDIUM #291 - COLOR BY ARCHITECT. 2.02 AC A WEEP 56CREED, CA51N6 BEAD, CORNER BEAD, EXPAN51ON AND CONSTRUCTION JOINT ASSEMBLIES PER A5TM C 1063 5 ALL TO BE GALVANIZED METAL PER A5TM A 653 WITH 660 COATING C ALL ACCESSORIES SHALL HAVE PERFORATED OR EXPANDED FLAN6E5 WITH &ROUNDS FOR SPECIFIED THICKNESSES. 0 MANUF.: PHILLIPS MANUFACTURING OR EQUAL I I Y-h A 2.0 rMlill ......... .... - MAIN OFFICE .......... ...... ........ ........ .. < UNEXCAVATEP ARE, 305766 09 A108 A co C4 Gil aC Sheet Title MAIN L\./L PLAN STUCCO sm 110 spmcoe m1c4p cy) 00 00 PIED' VERIFY NUR I H LINE NE"//,- SW `/4 (BASIS OF BEARIkIG) ------ \ 8430 (9020 AR �� N88 59 31 E 390.00 1, 0 0 2 201 202 203 Q 4 205 206 2Q'7 208 20q 210 Nil A I I N A N A "gr rl - - - - - - -- - - - - - - - - - - - 211 212 213 AREA OF NEW — — .`- - — — — --- — .nom — FAINTEP METAL CON17. R.ACEViA'� 71) TH15 LEVEL . .......... �'ll f 7 ........... ........... ............... ............ �� _ — > HATCHED AREA INDICATES AREAS ALONG tu EXI5TIN6 EASE OF WALL THAT MAY REWRE tL 5HOVELIN6 AND REMOVAL OF EXISTrN6 LANDSCAPE MATERIAL TO PROVIDE APPROPACLESS TO EA LL FOR APPROPRIATE INSTALLATION OFNEIN STUCCO MEMBRANE A 5.1 7 V r A 5.0 A 5.X 8030 - ----------- ------- --- (9 5 53.70 L -------- ----------- ---------- ------ -------------------- --------- ----- ------------------------------ -------- ------- -------- ------- ------- ---------------- --- - 00 Q, �-D 0 0 0 N 00 00 N 11 7 ( A \ am Sheet Title SECOND LEVEL FLOOR PLAN -Kr "RCr cl CD'. Co- co CE C) cx- C-4 cu cu W am Sheet Title SECOND LEVEL FLOOR PLAN I U 0 Ff\ FT] F L I Ll El E- I N El �Zl, M\ ' U" ' - ) r V 41, US vj 8020 N88a' 59"31"'E 390-00 �G" 8v 0 802R.- 8020 so'! 9-5 8020.0 3 S Y WC IN F V I N I V B N 020. N C D OR L 2 u L R R F B 0 8020.11 ... .. ... .. L I T 1 6.2' I – – – – – – – – – – – - 1 A A 11 C- 0 N C R E TLE WA L K WA ----- - - - - -- — X 80'i 9.' 8 1 ./ C 8 0 2 0. .6 j I r ., vv u BUH DING 801 9., 5.0 U THIS ARE, SHOWN APP f\ A d 2' -/ 0 0 L/ R R 2TIONAL 8019.6 8020,8 0 z C' 0 \U R F P, IL < z �,- WALL (TY[31r AL 0 ) 8020,9 > Z 0 02 N 8 0 6. ASPHA! PA' A' EA 8020.9 v v 8 0 2_ +.8 NU OVE 2 - S i 'Y R 0 D AND B RIC K 8019.0 8, 'LI B I IS V HLDIN RIDOF 05 . qj G ` r� �, VAI 3N 8029. 8024.8 2 N "ON 8039.1' 8021. 1 WO) W OLALI i \Y/ 8 0 2 31. 9) iPICAL 13U' 802 9. 80 - 60/28.6 8028.9 V M L 8022.1 A 2.0 N — – �VA 3Y r 51 0) IN 7t (D 00 O C) O 00 0 00 0 0 cli 0 cli 00 NEW STUCCO (TYF) NEW FAINT (P/1) - TYPICAL I. 5 AND MM L U U-j THIRD LEVEL Sim Sim, ME — --- 1 7 7 — (TT) SECOND q ) 0 0 - - - -------- ------- - --- - -------- --------- - -- --------- it ----------- ---- --- ------- m IN L EVEL ............. ------ . ! ! � i s, , __-__; ;-- ---- -; ; _._.._._ I I _.____, __._, � �; ®.. , ______ I I ____, , _._._ I ; �; t _. _____ ____._ I _._._ _____. I I _._ _____. ------------ - ----- ----- N5N STUCCO (Typ) P/1 FASCIA - F/4 (TYP) NEW PA NT (F/1) - TYFICAL 510IN6 AND TRIM 2. ......... ......... - it _ It . ...... ...... NN THIRD LEVEL a ll THIS FACE NEN STUCCO • - ------- ----- 4NV LEVEL .......... . W W rit NORTH ELEVATION 5/3,2" V-0,, t I ! I I ; ? - -- - ------- I � ......... . ----------- ------- _. I f I I � I � - 'I'�..� . � _______ .�.._ I I _.__, _.�._ i ---------- ------ .... �t 's s ___—._ I .n. II � ! { { I � # ..�_ � 1 � 3 !_._.__ 1i 1 �.._. _ ....___... �.� ;�! i� �.I �.; i�� I �i _—... , P-MITIM111111111w7t MAIN LEVEL I I I ----------- .......... --- — ------ I I I_ I► 1 I I I ! I I I ......... I Iil, I__II I_II �_ I ___I� II :7 ___ ____ ____ __» I —jI ,_:I I �I CIE __I I I� _ _ 1 II =1_ I___ _III__ I I illl I -I I I-- I I 4 :TFI 71 - - - - - _ _ __ _. _ _ __ _ __- ___ _ _ ___ 7 ----------- TT i ----- ----- i --------- I i I- I I I i I _�__ ___ __._ 1_ SIM SOUTH ELEVATION 3/32" = 1' -0" EAST ELEVATION 3/3,2t'= 11-61 MK MOR FAINT COLOR KEY: P/1: BASE 5IPIN(5 COLOR - 5N 2806 - ROOKYOOP BROWN P/2: 5TRUCTURE COLOR: 5Y`I 2801 - ROOWOV MEDIUM BROWN P/3: STUCCO: SW 6101 - NOMADIC, DESERT P/4: FASCIA: SW 1045 - URBANE BRONZE F/5: ENTRY CANOPY AND FASCIA: SIN 253q - ROYCROFT COPPER RED STUCCO El ONLY— THIRD LEVEL � r- LEVEL � � �, FZCNP LEVEL q l - 6 11 & MAIN LEVEL 1�1 -& WEST ELEVATION 'Uni L, THIRD LEVEL Sim SECOND L —EL F 44j/ LU (TYF) . . . ....... • t i ..._.._- I t i ®f I e.- I I ' =....� i { ._.._. -_ I I .. -.®.®- f t -_..- I ...�- 1 i -._' -_ I � I -? ! -- -- I I ._:.. I ` � 1 _...,.# _._..� i I_ ® - j.»,� .• .._I.�- � _. ».._.... ... . -.__._ ..' ....... - ----------- F/i (TYF) i STUCCO (F/5) TYF EAST ELEVATION 3/3,2t'= 11-61 MK MOR FAINT COLOR KEY: P/1: BASE 5IPIN(5 COLOR - 5N 2806 - ROOKYOOP BROWN P/2: 5TRUCTURE COLOR: 5Y`I 2801 - ROOWOV MEDIUM BROWN P/3: STUCCO: SW 6101 - NOMADIC, DESERT P/4: FASCIA: SW 1045 - URBANE BRONZE F/5: ENTRY CANOPY AND FASCIA: SIN 253q - ROYCROFT COPPER RED STUCCO El ONLY— THIRD LEVEL � r- LEVEL � � �, FZCNP LEVEL q l - 6 11 & MAIN LEVEL 1�1 -& WEST ELEVATION NORTH ELEVATION - INTERIOR COURTYARD 5/152„ = 1 SOUTH ELEVATION - INTERIOR COURTYARD 5/ax = V_a NEW ROOF OVER PANELS (7 DEEP 6:12 NMSIDEWALL — PANEL A/ CHANNEL LAP SVIN6 - PANT P/5 RELOCATED HEAT TRACE PANEL F.XISTN(5 PANELS FAINT BRICK F/$ 2 CL CD 00 0 C> c"I 00 BETWEEN SIPINC PANELS TO UNPERSIPF. ROOF PARTIAL SOUTH ELEVATION DIAGRAM - SHED ROOF OPTION 1/4" = 1' -0' FAINT BRICK P/5 BETWEEN SIDING PANEL5 TO UNDERSIDE ROOF EXTERIOR PAINT WWR KEY: P/1- BASE 51PING COLOR - 5N 2806 - ROOKINOOP BROWN P/2: STRUCTURE C OLOR: SW 280'1 - ROOKY4000 MEDIUM BROWN P/3: STUCCO: 5N 610"1 - NOMADIC DESERT P/4: FA-crtA; SW 1048 - URBANE BRONZE P/5: ENTRY CANOPY AND FASCIA: SA 2e69 - ROYCROFT COPPER RED ,00F PLAN IIRP LEVEL AND LEVEL 4AIN LEVEL t STUCCO ABOVE ALIGN T.O.. L ROOFS . �__L1 —.mss �u F M17 — - - ------------- - ------- .. .... . ... ........ . . 111 1 TIT I i ROOF PLAN 26 - -c , ; THIRD LEVEL SECOND MAIN LEVEL NEW ROOF A55EMBLY NEW FRAMED AND SIDED 5DENALL PANELS - FAINT P/5 '111111 ................ . II II IL F ... . . ..... .......... EXISTNO PANELS EX15TN6 METER -, ,A , ' - - ._ � • � i r � BANK RE-LOCATE EX15TIN16 HEAT TRACE PANEL AND 4" P. CONDUIT f622 �/&T ........... I 7- T - -7 - 717:777-1 REMOVE EX15TIN(5 CONDO ESTO NECT ED TO RE-LOC ATEX�'- BE CON I HEAT TRACE PANE L` 5 TUC 0 ABOVE E AL16N T.O. NEW ROOFS 0 j NEW ROOF A55EMBLY NEW FRAMED AND SIDED 5DENALL PANELS - FAINT P/5 '111111 ................ . II II IL F ... . . ..... .......... EXISTNO PANELS EX15TN6 METER -, ,A , ' - - ._ � • � i r � BANK RE-LOCATE EX15TIN16 HEAT TRACE PANEL AND 4" P. CONDUIT f622 �/&T ........... I 7- T - -7 - 717:777-1 G la- cy) �q 7� (0 00 00 THIRD LEVEL STUCCO- VENEER NEW STUCCO VENEER (TYF ) ONE= REPAIR BRICK K ROWLOCK ' PRIOR TO APPL16ATION OF ST)OCC) MEMBRANE STUCCO - 7 , NEA CONk VENEE JOINT.- TIA ENLARGED SOUTH ELEVATION - SIN CORNER z ,, = v-0 7L < ROOF FLAN NEW CONST.' _'JOINT_' PAINTED \DR EXISTING MYi A55EMBLY UNIT 325 PAINTED YV RAIL PANTED NEW THIN VENEER (SIM NO COND. PAINTED BRICK - SOLD aR METAL RAILS couRce - P/1 PAINTED" M RAIL THIRD LEVY L EXISTING 4X DECK' 5 - 4 ASSEMBLY' PAINTED =WW IND BM5 ''looms NEW EXP. • NEW CON5T. -:JOINT H . AT CORNERS 2 X 4" STRIP LATH` JOINT (TYP)' 1/ s DR WRN PAINTED EX15TIN6 MYi ASSEMBLY COLOR UNIT 2,25 A 3.;Z' % (SIM) _ ` ..! . i ' I _ . _ r ! ; ' i •3 � 3 -1, t ! i i '� / � / � M1 � _ r , . 4 • SEWNV LEVEL Callout of LON677XINAL SECTION - SOUTH COURTI AR17 112' = 1' -0" HORIZ RAIL - (P/2) (TYPICAL) FAINT- NEYi PANT (P/1) - EXISTING METAL HORIZONTAL RAILS HORIZ RAIL - (P/2) (TYPICAL) FAINT: (TYP). NEW FAINT (P/2) - HORIZ. SM5 ,NEN STUCCO VENEER-- I mom BELOA DECK (TYP) A 2 .......... -J 1, I � 7"'", NEA EXP. JT. ABOVE EA DR ALL LEVELS (TYP) Exrolr& DOOR FAINT.\ DOOR - P/1 SEC= LEVEL EXISTING PECK STRZT, MET- NDN PAINTED ALUM. CONO. RACEWAY COVER - ONLY AS NOTED AT PLANS EXISTING DECK COL EXISTING MkX NEW THIN VENEER BRICK 2 -114" X 1-5/&'X 1/2' ROBINSON OLD BRICK ORIG. (COLOR BY ARCHITECT) MAIN LEVEL o lls PARTIAL ENLARGED NORTH ELEVATION - INTERIOR COURTYARD EX15TIN6 ROOF STRUCT. _WLOR. P/3 EXTEND N5N TRIM - BOTH SIDES TO UNDERSIDE OF STRUCTURE NM STUCCO SURFACE (TYP }; 1) 1/2" 5TF FOYiERKALL 5TUC/_ EXP. METAL LATH 2) MECHANICALLY FASTEN LATH TO ExISTIN6, BRICK YV NON - CORROSIVE FASTENERS 3) INSTALL FINISH COAT OFSTO #211 STOLA5 Ir, SAND - COLOR BY ARCHITECT, REMOVE EX15TIN6 SDIN& TO ACCOM. NEA ROWLOCK COATING, AND CAULK SEALING PER DETAILS - „ '. ' REMOVE EX15TN(5 TRIM - INSTALL N5N I X 4 TRIM - BACK PRIME AND FAINT TO NEA COLOR SCHEME EX15r(, BRICK ROWLOCK NEA FAINT (F/1) - SON6 AND TRIM ' TYPICAL HOOD 50IN(5 PANELS 5 5TUCCO COLOR THIRD LEVEL " N5N VERT. TRIM SECOND LEVEL EXTEND NEA FINISHES THREE INCHES (6) BELOW B.O. ROWLOCK (MINIMUM) 2 A 5.2 PARTIAL ENLAF*EZ SOUTH ELEVATION 1/2" = 1'-0" (TYP) EMKIOR IOAI14T DOLOR KEY: F/1: BASE 51DIN(5 COLOR - 5) 2506 - R00000P BROAN F/2: STRUCTURE COLOR: SIN 2501 - ROOKYi00P MEDIUM BROINNI P/3: 5TUC60: 5N 6101 - NOMADIC DESERT P/4: FASCIA: 5IN 1045 - URBANE BRONZE P/5: ENTRY CANOPY AND FASCIA: 6tX 2539 - ROYCROFT COPPER RED ,� 2.2 12" x 4' STRIP LATH AT CORNERS OF YiINPOYG AND DOORS FAINT- . NEIN PANT (P/2) - TYPICAL . . EXIST`6 TO VERTICAL COLUMNS AND WINDOW 3 X 12 HOR1 RAIL-5 2 NEN ZINC CLADDING OVER EX ISTING. ROWLOCK SILL (TYP) -J 1, I � 7"'", NEA EXP. JT. ABOVE EA DR ALL LEVELS (TYP) Exrolr& DOOR FAINT.\ DOOR - P/1 SEC= LEVEL EXISTING PECK STRZT, MET- NDN PAINTED ALUM. CONO. RACEWAY COVER - ONLY AS NOTED AT PLANS EXISTING DECK COL EXISTING MkX NEW THIN VENEER BRICK 2 -114" X 1-5/&'X 1/2' ROBINSON OLD BRICK ORIG. (COLOR BY ARCHITECT) MAIN LEVEL o lls PARTIAL ENLARGED NORTH ELEVATION - INTERIOR COURTYARD EX15TIN6 ROOF STRUCT. _WLOR. P/3 EXTEND N5N TRIM - BOTH SIDES TO UNDERSIDE OF STRUCTURE NM STUCCO SURFACE (TYP }; 1) 1/2" 5TF FOYiERKALL 5TUC/_ EXP. METAL LATH 2) MECHANICALLY FASTEN LATH TO ExISTIN6, BRICK YV NON - CORROSIVE FASTENERS 3) INSTALL FINISH COAT OFSTO #211 STOLA5 Ir, SAND - COLOR BY ARCHITECT, REMOVE EX15TIN6 SDIN& TO ACCOM. NEA ROWLOCK COATING, AND CAULK SEALING PER DETAILS - „ '. ' REMOVE EX15TN(5 TRIM - INSTALL N5N I X 4 TRIM - BACK PRIME AND FAINT TO NEA COLOR SCHEME EX15r(, BRICK ROWLOCK NEA FAINT (F/1) - SON6 AND TRIM ' TYPICAL HOOD 50IN(5 PANELS 5 5TUCCO COLOR THIRD LEVEL " N5N VERT. TRIM SECOND LEVEL EXTEND NEA FINISHES THREE INCHES (6) BELOW B.O. ROWLOCK (MINIMUM) 2 A 5.2 PARTIAL ENLAF*EZ SOUTH ELEVATION 1/2" = 1'-0" (TYP) EMKIOR IOAI14T DOLOR KEY: F/1: BASE 51DIN(5 COLOR - 5) 2506 - R00000P BROAN F/2: STRUCTURE COLOR: SIN 2501 - ROOKYi00P MEDIUM BROINNI P/3: 5TUC60: 5N 6101 - NOMADIC DESERT P/4: FASCIA: 5IN 1045 - URBANE BRONZE P/5: ENTRY CANOPY AND FASCIA: 6tX 2539 - ROYCROFT COPPER RED ,� 2.2 � � L � �� ..=� ..� �" " "� ^~�~~. _, `��.,..`~° ~,~~�.`.' "�~ .~- S~~U... _ T�� ..-,",^~`~~`SE SECTION ~,=~�... . ' .`_ .~~ -~~'. |-- ---------- || |��i! |_��|! |�_�| ||_--| / |---'| �|-_-| ||----|! |---| � |---�/ |---i|{---'� | �---� ||--- -- ---ill ----- ------ �� ---��---i�|------ --- | �� L"~..~..U^~"""L 6E .~, .._.~... " ~,O°R. .'"_~ _ THIRV LEVEL _ SECON17 LEVEL _ MAIN LEVEL )OF PLAN ZV LEVEL 0 417 LEVEL �IN LEVEL _ NEA 11!11 it mi Ml |-- ---------- || |��i! |_��|! |�_�| ||_--| / |---'| �|-_-| ||----|! |---| � |---�/ |---i|{---'� | �---� ||--- -- ---ill ----- ------ �� ---��---i�|------ --- | �� L"~..~..U^~"""L 6E .~, .._.~... " ~,O°R. .'"_~ _ THIRV LEVEL _ SECON17 LEVEL _ MAIN LEVEL )OF PLAN ZV LEVEL 0 417 LEVEL �IN LEVEL No � 7t (0 co 0 C) ■ 00 0 CD Q C> cli 00 NEN STUCCO VENEER EX15'r(5 BRICK VENEER STO #211 STOLA5TIC SAND OVER 5TO CAULK 4 BACKER CR241 WATERTIGHT COAT EX1576 BRICK ROWLOCK COURSE NEW 1/2" STUCCO VENEER ASSEMBLY ON COATING - OVER EX6r(7 EXPANDED METAL LATH WNC. PON - DEPTH AS BEHIND EXISTING WINDOW EXISTING BRICK VENEER EX15TIN(5 BRICK OF WORK ROWLOCK COURSE NON CORR05WE DRIP FLASHING r BEYOND I k I - ------ 1/2" STUCCO MAT`L ................ NEW NON-CORR05NE DRIP FOUNDATION WATERPROOFING MEMBRANE: - C L FIELD VERIFY OAF AT TRANSITION OF (F.V) YV CONTINUOUS 5TO MESH 2ND COAT: 5TO WATERTIGHT OVER FIRST COAT 51DIN& TO BRICK. AT CONDITIONS 51M. c1l PROVIDE PRICING OPTION FOR THIRD COAT '4" ---> OF 5TOLIT 1.0 SAND COATING OVER AATER- TI(5HT. EX167 INT. WALL ASSEMBLY TO TH15 ILLUSTRATION - INSTALL NEW ui APPLY PRIOR TO ATTACHMENT OF NEW LATH AND SnX/,O A55EMBLY tu POLYISOCYANURATE INSUL ALONG FOUNDATION WEEP SCREED (FHA #?) GROUND A - 5/6- GALVANIZED - ENTIRE LENGTH OF CAP 26 6A - Al-16N A/ B.O. BRICK COURSE NEYi THIN VENEER BRICK (SOLDIER COURSE) - APPLY ABOVE PON EXIST FLOOR A55EMBLY MECHANICALLY FASTEN LATH EXISTING GRADE VARIES M EXISTING EXT LOCATION ON STRUCTURE (F V) THIS DIM MIN AT COMPLETION AND DEVICES TO WALL A55EMBLY F.O. STU(40 SCRATCH COAT SUCH MA50NRY PER MANVF EX15TIN(5 . RE67TS THAT FINISH FACE 5 PROUD OF NEIN 5T XW VENEER to 3-1/4" X 3-1/4" EXP FLANGE BEAD (CONT.) NEW NON-WRROWEE DRIP FLASHING INTERIOR WALL A55EMBLY SECOND THIRD LEVEL MAINTAIN 0157 TO ACCOM - --------- N5N 1/2" STUCCO VENEER EXTEND BETAEEN DECK AND BRICK - — - — - — -- CANT. CAULK 4 BACKER 1/2" EXPANDED FLANGE 1/4" SQUARE CASING - PHILLIPS 3-1/4" X 3-1/4" EXP FLANGE MANUF. #66 OR EQ. - - - - - - - - - - CORNER BEAD (WNT.) EX15TNO PECK A55EMBLY - CAULK $ BACKER ROD - CONT. - - - - - - - - - - - REMOVE AS REOD FOR NEW FLASHING INSTALL 1 X 4 PAINTED TRIM 1/2" EXPANDED FLANGE SQUARE CASING PHILLIPS T.O. NEW ELECT. - MANUF. #66 OR Ea. EX15TIN6 WINDOW A55EMBLY 1 X (b PAINTED EXISTING 4 X 8 PECK BM (TYF) CHANNEL LAP 50IN(7 CAULK 4 BACKER CAULK 4 BACKER EXTEND NEW STUCCO L NE APPLIED COATING � ABOVE NEA RACEWAY STO #211 STOI-ASTr, SAND OVER EXISTING 3/4" O.D. ELECT 5T0 CR241 WATERTIGHT (OAT CONDUIT(S) ON EXI5TNr7 BRICK ROWLOCK JAMB NEYi 3/8'STX/-0 VENEER AT BRICK COURSE WINDOW RETURN NEW .050" THICK ALUM. CABLE RACEWAY BOX YV REMOVABLE COVER EXT ELEVATION DETAILS HEAP CHANNEL /EMBED CONDUIT INTO ExP. JT EX676 BRICK AND BELOW NEW p STUCCO VENEER FOR POWER ACCESS TO LT FIX J-BOX U EXISTING BRICK VENEER 0 ly SAW CUT NEA JOINT f IN EXI5T* BRICK TO APPROX DEPTH NOTED n. .. .. ..... ..... NEW 511<40 5URf 1) 1/2 PoyiEF EXP. METAL LA 2) MECHANICALLY 5R6K A/ NON - 3) INSTALL FIN15H , 5TOLA5TIC, SAIS 3-1/4" X 3-1/4�'EXF CORNER BEAD (a 5/5" 5TU= AT N 5/8" EXPANDED FL 5WARE CA51NC - I MANUF. #66 OR E0 CAULK 4 BACKER N'N FLUID APPLIEZ STO #211 61 5TO OR241 WATER' ON EXISTING BRIC SILL EXISTING BRICK BEHIND NEW STUCCO VENEER - NEW —5TUcw 1) 316'57 PONERAALL STUCCO ON EXF, METAL LATH - YCkX RETURN ONLY 2) MECHANICALLY FASTEN LATH TO EXITING BRICK K/ NON-CORROSIVE FASTENERS 5) INSTALL FINISH COAT OF STO #211 STOLA5TIC SAND - COLOR BY ARCH I TECT CAULK NEW CUSTOM FABRICATED ZING ROWLOCK CAP CLIP NEA CUSTOM FABRICATED ZING ROALOCK CAP - INSTALL NEW ZINC CAP k\V OL05ED ENDS OVER EXISTING BRICK ROWLOCK -.10 MM - 24 67A ZINC - VMZING -GUARTZINC. (TYF) TO ALL BRICK ROWLOCK SILL-5 AT INTERIOR COURTYARD UNITS - ALL LEVELS. BOTT OM FLANGE - ROWLOCK CAP CAULK $ BACKER NEW STUCCO SURFACE 1) 1/2" STP FOAERINALL STUCCO ON EXP. METAL LATH 2) MECHANICALLY FASTEN LA H To ExemN(5 BRICK Al NON-CORROWE FASTENERS 5) INSTALL FIN15H COAT OF 5TO P0AERK MEDIUM #22 - COLOR BY ARCH ITECT EXI571NC, BRICK LT FIXT. (, — . 4- — - — CAULK AND BACK OF CAULK TO MK tom] DETAIL - CONSTRUCTION JOINT 6 , = l.-a NEN STUCCO VENEER A55EMBLY AR GRACE PERMA BARRIER MEMBRANE BEHIND NEW EXPANSION JOINT - Y410TH AS NOTED, 1/2" EXPANDED FLANGE SQUARE CASINO BOTH SIDES - PHILLIPS MANUF. #66 OR E0. mvp rr ifif to EXISTING INT nA- ASSEMBLY N - --------- ------- - -- EI — — 7" 6 WINDOW DEVILS (T1'P) LN&x"".."Exro EXISTING BRICK VENEER NEW STUCCO VENEER A55EMBLY 1/2" DOUBLE V EXPANSION JOINT - PHILLIPS MANUF. #15 OR EQ. DETAIL - EXPAN510N JOINT ll-�3- = �V-o- 1 X 4 PAINTED TRIM 1/2' STUCCO MAT'L EX15T'6 BRICK BEHIND I X 6 PAINTED CHANNEL LAP WINS NEW NON-CORROWE FLASHING BEHIND NEA 51PIN& NEW 1 X 4 PAINTED TRIM YV BACKER 4 CAULK REMOVE 4 REPLACE EX15T'& 510IN6 COURSE (MIN) - REMOVE MORE AS REGV BY CONDITION OF 510IN(7 CAULK 4 BACKER ROD Nt -------- j ------------ EXISTING FLOOR ASSEMBLY (ASSUMED) EXI57IN6 CONC. FDN DETAIL - BASE OF BRICK WALL = �V-o- NEW FLUID APPLIED COATINIC, EX15'r(5 BRICK VENEER STO #211 STOLA5TIC SAND OVER 5TO CAULK 4 BACKER CR241 WATERTIGHT COAT EX5TlN6 BRICK ROWLOCK COURSE NEW 1/2" STUCCO VENEER ASSEMBLY ON COATING - OVER EX6r(7 EXPANDED METAL LATH WNC. PON - DEPTH AS INDICATED EXISTING WINDOW LOCATION ON STRUCTURE (F.V) EX15TIN(5 BRICK OF WORK ROWLOCK COURSE NON CORR05WE DRIP FLASHING r BEYOND I k I - ------ FOUNDATION WATERPROOFING MEMBRANE: - C L 15T COAT: 5TO WATERTIGHT (FLUID APPLIED � Ea YV CONTINUOUS 5TO MESH 2ND COAT: 5TO WATERTIGHT OVER FIRST COAT c1l PROVIDE PRICING OPTION FOR THIRD COAT OF 5TOLIT 1.0 SAND COATING OVER AATER- TI(5HT. ui APPLY PRIOR TO ATTACHMENT OF NEW LATH AND SnX/,O A55EMBLY tu FOUNDATION WEEP SCREED (FHA #?) GROUND A - 5/6- GALVANIZED - 26 6A - Al-16N A/ B.O. BRICK COURSE ABOVE PON EXISTING GRADE VARIES M SILL LOCATION ON STRUCTURE (F V) THIS DIM MIN AT COMPLETION OF WORK N - --------- ------- - -- EI — — 7" 6 WINDOW DEVILS (T1'P) LN&x"".."Exro EXISTING BRICK VENEER NEW STUCCO VENEER A55EMBLY 1/2" DOUBLE V EXPANSION JOINT - PHILLIPS MANUF. #15 OR EQ. DETAIL - EXPAN510N JOINT ll-�3- = �V-o- 1 X 4 PAINTED TRIM 1/2' STUCCO MAT'L EX15T'6 BRICK BEHIND I X 6 PAINTED CHANNEL LAP WINS NEW NON-CORROWE FLASHING BEHIND NEA 51PIN& NEW 1 X 4 PAINTED TRIM YV BACKER 4 CAULK REMOVE 4 REPLACE EX15T'& 510IN6 COURSE (MIN) - REMOVE MORE AS REGV BY CONDITION OF 510IN(7 CAULK 4 BACKER ROD Nt -------- j ------------ EXISTING FLOOR ASSEMBLY (ASSUMED) EXI57IN6 CONC. FDN DETAIL - BASE OF BRICK WALL = �V-o- NEW FLUID APPLIED COATINIC, STO #211 STOLA5TIC SAND OVER 5TO CR241 WATERTIGHT COAT EX5TlN6 BRICK ROWLOCK COURSE EXTEND NEW FLUID APPLIED COATING - OVER EX6r(7 WNC. PON - DEPTH AS INDICATED EXISTING GRADE VARIES YV LOCATION ON STRUCTURE (F.V) TH15 DIM - MIN AT COMPLETION OF WORK NON CORR05WE DRIP FLASHING r I k I - ------ A4LL BASE RO&OCK PETAL 3 ., = 1 EXISTING INT WALL ASSEMBLY EXISTING FLOOR ASSEMBLY (ASSUMED) EXISTING CONC. FPN ON 11 3.2 WO /� � \ N: 00 C) 0 EXISTING WNPITIONS EXISTING CONVITIONS EXISTING WNPITIONS 151<-1