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Home My WebLink About#landuse case.HP.100 E Bleeker St.0008.2006.AHPCPROJECT DIRECTORY: CLIENT: NANCY SPEARS POB 2630 ASPEN, COLORADO 81611 T: g -7O-4148-38-75 ARCHITE_C T.- CON50RTIUM ARCHITECTS P.O.B. 1786 BASALT, COLORADO 81621 T: 4f -7O -g2 7-224141 F: 4110-0121-2266 CONTACT: RALLY DUPPS LAND USE PLANNER: HAAS LAND PLANNING 201 N. MILL ST. SUITE 105 ASPEN, COLORADO 51611 T: g -7O -412✓ --'78141 F: g -7o-0125--73415 CONTACT: MITCH HAAS GENERAL CONTRACTOR: CIVIL ENGINEER: H16H COUNTRY ENGINEERING 1511 BLAKE AVE -SUITE 101 GLENWOOD SPRIN65, COLORADO 51601 T: 41"10-4145-8676 CONTACT: MATT LANGHORST SOILS ENGINEER: HEPWORTH PAWLAK GEOTECHNICAL 5020 COUNTY ROAD 154 6LENW00D SPRINGS, COLORADO 81601 T: 41-70-4145-lgaa CONTACT: STEVE PAWLAK MECHANICAL ENGINEER: MARK 5UR66RAAF AND ASSOC,. 203 GAPE PL. P05 5-110 PA605A SPRGS, GO 8114-7 T: 41-70--731-4278 CONTACT: MARK BURGGRAAF STRUCTURAL ENGINEER: SPEARS RESIDENCE REMODEL 100 EAST SLEEKER STREET, ASPEN, COLORADO 81611 LOT K., BLOCK 65 PARCEL ID # 2735-1243-7005 PROFIT PER QUALITY LEVEL AS ILLUSTRATED IN PART I OF consortium architects P.O. B. 786, basalt, Colorado 81621 voice: 970-927-2299 fax: 970-927-2266 LIST OF ARCHITECTURAL DRAWINGS: COVER AI.O SITE 4 LANDSCAPE PLAN AI.I EXISTIN6 SITE PLAN AIS DOOR & WINDOW SCHEDULES A2.1 FLOOR PLAN5 A2.2 FLOOR $ ROOF PLANS A3.1 - A3.4 EXISTING 4 PROP05ED BUILDING ELEVATIONS A4.1 - A4.2 BUILDING SECTIONS A6.1 BUILDIN6 DETAILS A41.0 F.A.R. CALCULATIONS A41.1 EXISTIN6 PLANS S&M IIS WE5T 6TH ST. DI.O 6LENWOOD SPRIN6S, COLORADO SI60I T: 41-70-4145-1004 CONTACT: CLAY 6OLDBERG SITE IMPROVEMENT SURVEYOR: RIVER GIT'( SURVEYS POB 213 6LF-NY400D SPGS, CO 51601 T: cro-4145-60141 CONTACT: DAVE COOPER DEMOLITION PLANS FINAL PRESERVATION / DEMOLITION PLAN: HPC 07-26-2006 I. ALL H15TOR-IC WINDOW5, GLAZING 3 TRIM ARE TO BE PRESERVED 2. ALL HISTORIC EXTERIOR AND INTERIOR DOORS ARE TO BE PRESERVED 3. ALL EXISTIN6 STRUCTURAL FRAMING MEMBERS ARE TO BE PRESERVED 4. ALL EXISTING FLOORING IS TO BE SALVAGED 5. ALL DAMAGED EXTERIOR HISTORIC, 5UILDIN6 MATERIALS ARE TO BE PRESERVED AND RESTORED PER SECRETARY OF THE INTERIOR'S 5TANDARD5 FOR REHABILITATION OF HISTORIC STRUCTURES AND PER HPG GUIDELINES. THIS 15 TO BE COORDINATED WITH CITY STAFF / HPG MONITOR $ GENERAL CONTRACTOR 6. ALL HISTORIC ELEMENT5 THAT ARE UNCOVERED DURING CONSTRUCTION WILL BE COORDINATED W/ CITY STAFF / HPG MONITOR d GENERAL CONTRACTOR '1. PLEASE REFER TO DEMOLITION DRAWINGS FOR DEMOLITION PLAN. PLEASE REFER TO SHEETS A41.2 4 Ag.3 FOR EXISTING PLANS AND ELEVATIONS. a. ALL HISTORIC FRAMING 15 TO REMAIN UNLESS NOTED OTHERWISE. g. REMOVAL OF HISTORIC FRAMING WHERE 5HOWN 15 TO BE MINIMIZED AS MUCH AS POSSIBLE. 10. EXISTING HISTORIC, WINDOW5 AND DOORS ARE 5HOWN ON THE BUILDIN6 ELEVATION 5HEET5. 11. NO ELEMENTS ARE TO BE ADDED TO THE HISTORIC BUILDIN65 THAT DID NOT PREVIOUSLY EXIST. NO EXISTING MATERIALS OTHER THAN WHAT HAS BEEN APPROVED PER HPG RESOLUTION MAY BE REMOVED WITHOUT THE APPROVAL OF STAFF AND MONITOR. 12. THERE SHALL BE NO DEVIATIONS FROM THE EXTERIOR ELEVATION AS, APPROVED BY HPG WITHOUT FIRST BEING REVIEWED AND APPROVED BY HPG STAFF AND MONITOR OR THE FULL BOARD 13. PLEASE REFER TO ARCHITECTURAL EXI5TIN6 DRAWIN65 TO DETERMINE ORIGINAL MATERIAL5. PLEASE REFER TO ARCHITECTURAL AND DEMOLITION PERMIT 155UE DRAAIN65 FOR WHICH MATERIALS ARE TO BE 5ALVA6E0 / PRESERVED. EFFICIENT BUILDIN6 PROGRAM GENERAL NOTES FOR ENTIRE PROJECT: I. ALL WOOD , METAL, CARDBOARD, CONCRETE, CARPET g. MECHANICAL EQUIPMENT WILL BE CENTRALLY LOCATED - PADDING IS TO BE SALVAGED AND RECYCLED, ALL OTHER REF. MECHANICAL DRAWINGS DEMOLITION MATERIALS ARE TO BE COMPACTED, ALL 10. ALL DUCTWORK SHALL BE SEALEID WITH MASTIC AVAILABLE MATERIALS ARE TO BE DONATED TO A NON II. ALL HOT WATER PIPE5 WILL BE INSULATED TO R2.5 PROFIT PER QUALITY LEVEL AS ILLUSTRATED IN PART I OF 12. REF. ENERGY CALCULATIONS FOR A SIDE ARE HOT SECTION 2.0 OF THE EFFICIENT BUILDING PROGRAM A5 WATER HEATER IF SPECIFIED APPLICABLE 13. THE MECHANICAL ENGINEER WILL SPECIFY A 51% MIN. 2. RECLAIMED LUMBER, EXTERIOR TRIM, SIDING, FLOORING, EFFICIENT BOILER OR A 1014% EFFICIENT FURNACE WITH RECYCLED CONTENT DECKING, 5HEATHIN6, SIDING, ROOFING, MODULATING OR SEQUENTIALLY STAGED BOILERS RAPIDLY RENEWABLE CONTENT FLOORING WILL BE USED PER 14. THERE WILL BE A OUTDOOR THERMOSTAT CONTROL QUALITY LEVEL A5 ILLUSTRATED IN PART II OF SECTION 2.0 15. HYDRONIC HEATING WILL BE AT LEAST EQUAL TO 50% OF OF THE EFFICIENT BUILDING PROGRAM AS, APPLICABLE HEATING SYSTEM 3. PROVIDE FOR BUILT - IN KITCHEN RECYCLINCG CENTER FOR 16. THERE WILL BE "ENERGY STAR" APPLIANCES PER QUALITY 2 BINS LEVEL A5 ILLUSTRATED IN 5ECTION '7.0 OF THE EFFICIENT 4. REF. LANDSCAPE ARCHITECTURE PLAN FOR XERISCAPE BUILDIN6 PROGRAM AS APPLICABLE LANDSCAPING PLAN. INCLUDE THE ADDITION OF ORGANIC 11. THERE WILL BE AN ENERGY EFFICIENT CLOTHES WASHER MATERIAL TO AND AERATION OF SOIL, 2" DEEP WOOD MULCH PER EFFICIENT BUILDIN6 PROGRAM LIST SELECTED FROM PLANTING BEDS, APPROPRIATE USE OF LOW - WATER DEMAND WWW.GEEI.ORG OF TIER 2 OR HIGHER PLANTS WITH ZONED DRIP IRRIGATION SYSTEM AS, SPECIFIED Ia. THERE WILL BE COMPACT FLUORESCENT BUL55 PER IN EFFICIENT BUILDIN6 PR06RAM IF APPLICABLE QUALITY LEVEL A5 ILLUSTRATED IN SECTION T.O OF THE 5. ADDITIONAL TREES WILL BE PLANTED ON SITE BEYOND EFFICIENT 5UILDIN6 PROGRAM AS, APPLICABLE. THE REQUIRED NUMBER OF TREES, PER SECTION 3.0 OR A5 11. THERE WILL BE EFFICIENT LIGHT CONTROLS TO CONTROL REQUIRED BY THE ASPEN PARKS DEPT. MORE THAN OR EQUAL TO TWO INTERIOR SPACES A5 6. ALL TOPSOIL AND SITE ROCK WILL BE REUSED ON SITE SPECIFIED IN EFFICIENT BUILDING PROGRAM LIST. FOR PLANTING AREAS AND USE PERVIOUS MATERIALS IN 20. HARDSGAPE AREAS PER SITE PLAN PER QUALITY LEVEL A5 21. ILLUSTRATED IN SECTION 3.0 OF THE EFFICIENT BUILDIN6 22. THERE 15 NO ATTACHED GARAGE PROGRAM A5 APPLICABLE 23. THERE WILL BE LOW TOXIC FLOOR COVERING5 T. REFER TO STRUCTURAL DRAWIN65 FOR MORE NOTES 24. THERE WILL BE LOW Y.O.G. / LOW TOXIC PAINT AND REGARDING THE COMPLIANCE WITH THE EFFICIENT BUILDIN6 CONSTRUCTION ADHESIVE5, AND WOOD FINISHES PER QUALITY PROGRAM. THE FOLLOWING ARE TO BE SPECIFIED PER LEVEL AS ILLUSTRATED IN SECTION 11.0 OF THE EFFICIENT QUALITY LEVEL AS ILLUSTRATED IN SECTION 4.0 OF THE BUILDIN6 PROGRAM AS APPLICABLE EFFICIENT BUILDING PROGRAM AS APPLICABLE. 25. THERE WILL BE A COMPLETED RADON MITIGATION THE FOLLOWING NOTES ARE NOT INTENDED TO BE SYSTEM COMPREHENSIVE 26. THERE WILL BE CARBON MONOXIDE DETECTORS OUTSIDE A. USE FINGER JOINTED STUDS ALL BEDROOMS B. USE 055 IN 5U5FLOOR5 AND FOR WALL 5HEATHIN6 G. USE ENGINEERED LUMBER IN FLOORS AND WALLS D. USE ENGINEERED LUMBER IN PLACE OF 2XIO AND 12 E. U5E NON -SOLVENT BA5ED WATERPROOFING F. USE 2096 OR MORE FLYASH CONTENT CONCRETE a. USE F5C CERTIFIED CABINETRY PER QUALITY LEVEL AS ILLUSTRATED IN SECTION 4.0 OF THE EFFICIENT 5UILDIN6 PROGRAM AS APPLICABLE VICINITY MAP GENERAL SITE PLAN NOTES: I. ALL TREES MUST BE REMOVED OR REPLACED ON SITE OR MITIGATED WITH THE CITY OF ASPEN PARKS DEPT. THERE ARE NO PROPOSED TREES TO BE ADDED 2. ROOF PLAN SHOWN 5. GEN. CONT. 15 TO PROVIDE CONSTRUCTION FENCING AT PROPERTY LINES 4. ALL ROOF GUTTERS AND DOWNSPOUT ARE TO DRAIN TO TO ON SITE DRYWELL(5) REF. CIVIL EN6INNERING DRA►NINGS FOR MORE INFORMATION. S. REF. SHEET A.O FOR HPG APPROVED LANDSCAPING PLAN 6. REFER TO DRAINAGE AND GRADING PLAN PROVIDED BY HIGH COUNTRY ENG. FOR GRADING PLAN, TARGET SITE ELEVATIONS, DRYWELL LOCATIONS, CURB AND GUTTER AND SIDEWALK DETAILS, AND 6ENERAL DRAINAGE REPORT NOTES AND ANNOTATIONS. '7. EXTERIOR LI6HTIN6 PLAN TO BE DETERMINED AT A LATER TIME. ALL EXTERIOR LIGHTING FIXTURES TO BE APPROVED BY HPC STAFF AND MONITOR PER FINAL APPROVAL. 8. ALL DUMPSTER AND RECYCLE AREAS, UTILITY METERS AND PEDESTALS MUST BE LOCATED ON THE PROPERTY, IA4T ITY I i a. SETBACKS ARE ESTABLISHED DURING HPC HEARIN65. THEES ARE RESENTED BY HPC FINAL RESOLUTION e? SERIES OF 2006. SETBACKS FOR NEW CONSTRUCTION ARE ESTABLISHED WITH RESPECT TO THE HISTORIC HOUSE. W Lu tli X GENERAL RELOCATION NOTES, I. GENERAL CONTRACTOR IS RESPONSIBLE FOR ACCURACY REGARDING HISTORIC BUILDINGS FITTIN6 ONTO THEIR NEW FOUNDATIONS AFTER THE HISTORIC 51-065 HAVE BEEN RELOCATED. 2. GENERAL CONTRACTOR 15 RESPONSIBLE FOR MATCHING THESE ORAWIN65 TO THE 51TE PLAN. THESE DRAWIN65 ARE BASED UPON THE SITE IMPROVEMENT SURVEY BY RIVER CITY SURVEYS. GENERAL CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE SITE IMPROVEMENT SURVEY. GENERAL CONTRACTOR WILL CONSULT WITH ARCHITECT SHOULD DIMENSIONAL CONFLICTS OCCUR. 5. HISTORIC BUILDING OUTLINE SHOWN IS APPROIXIMATE. THE ACTUAL FOOTPRINT OF THE EXISTING FOUNDATION MAY VARY. GENERAL CONTRACTOR 15 RESPONSIBLE TO CONSTRUCT THE NEW FOUNDATION IN THE SAME CONFI6. A5 THE HISTORIC FOUNDATION. GENERAL CONTRACTOR WILL CONSULT WITH ARCHITECT SHOULD DIMENSIONAL CONFLICTS OCCUR. HOUSE RELOCATION PLAN= HISTORIC HOUSE 15 TO BE MOVED FORWARD PER HPC APPROVED SITE PLAN. THE GROUND LEVEL FLOOR FRAMING 15 TO BE REMOVED ALONG WITH THE FOUNDATION. HISTORIC HOUSE 15 TO BE PROPERLY BRACED FOR LATERAL STRESSES PRIOR TO BEING MOVED. HOUSE IS TO BE RAISED ON TEMPORARY SHORING AND OR CRIBBING PER HOUSE MOVING CONTRACTOR AND STORED ON SITE. AFTER CONSTRUCTION d PREPARATION, OF NEWLY CONSTRUCTED FOUNDATIONS, HOUSE 15 TO BE LOWERED ONTO THESE NEW FOUNDATIONS. NOTE: ALL HOUSE RELOCATIONS AND HOUSE MOVING METHODOLOGIES ARE TO BE VERIFIED AND APPROVED BY HOUSE MOVING SUBCONTRACTOR. SETBACK ® UPPER LEVEL 0 ft1 SETBACK 0 MAIN LEEL-// RESTORE TO &PASS YARD EXISTING VAALK L16HTAELL `- STONE WALKWAY 0 - EX15TINCP FENCE 1.1 STAIRS < 30" ALL EXISTING TREES ARE TO REMAIN - NO 4 TREES ARE BE ADDED a 1/2" CONCRETE DRIVE I 30.00' If ===W I r %3) n_ W LOT K — — _ — — PROPERTY LINE _ LE 6RA VEL ALLEY a ' 1 1/2" --F PROPERTY LINE T ��f I �I I of 0-2 CAR { a f WALKWAY (SARA E L161-ITWELL ! I a I f I � u I STAIRS tc p f 3 W 51-0 Q O I I I HOT TUB { ( I 1 I � 110 E. BLEEKER TWO STORY HISTORIC HOU5E I LIGHTWELL I f { 1 { I I I \-L1(9HTAELL c3 { f a i I H15TORIC HOUSE TO BE MOVED FORWARD TOWARD5 SLEEKER STREET { ( � I Q I LOT L LOT M I LOT N ---- --- --- --- --- --- -- -- WOO60.00'D FENCE ^ WALKWAY SLEEKER STREET NORTH SITE ELEVATION -lSci I' = ARCH I TEGTURAtL 100' ('C� ('I '� PROP05E1D 51 TE PLAN �:7V I.O 1/511 /n1I = it—all I O F 0 W 9 O a z 0 F� r1 n. L p... 4 3 JUL 26 2006 CONSORTIUM ARCHITECTS W Z W a Q Z u- 0 W t—r Q v� W ...� VZ � co �o�o pWo W Z CN < W 0 m tl) W��W Y QOp< CL _j u W Y CL U 0 m N 10 OD O ti o c o0 U rn m rn o om � O a a, v 0 A HPC FINAL: 06-12-2006 Const►uadon Issue date: Drawing Title: SITE PLAN Al ■ 01 I O F 0 W 9 O a z 0 F� r1 n. L PARKING 8.5'X18' SLOPE TO DRAIN ak T.O. sLAe o\< ACCESS HATCH < 151-55 OPENING PRE�RE 76A:2 CAR RACGE 101 CONNECTOR 106 PARKING 8.5'X18' SLOPE TO DRAI PDR. 105 STAIR 00'7 &LASS PARTITION WALL f I �I �I �I QI A 1 LIVING Q 1017 IYI &AS APPLIAN E T.B.D - i WILL PROVIVE OUT SHEET AT -HANICAL�111LDING PERMIT LIGATION'] KITCHEN DE516N T.B.D - VERIFY KITCHEN DES16N AND LAYOUT WITH KITCHEN DE516NER I SCULPTURE WALL 10 PATIO 112 RIDGE ABOVE DINING 108 EXISTING r DOOR ,1 WOOD DECKIN6 PORCH 110 GONG. STEP poi 00</ pu I I back counter 1 I co — CLOSET — 102 i------------- ! DN I R a 7 5/ib" z 2T ® ii" IoLT.O. P.P. ® MAIN W ELEV. 100'-0" I I DN ENTRY � M c1f) 00 1< z o BEow I .� UP CONNECTOR 106 PARKING 8.5'X18' SLOPE TO DRAI PDR. 105 STAIR 00'7 &LASS PARTITION WALL f I �I �I �I QI A 1 LIVING Q 1017 IYI &AS APPLIAN E T.B.D - i WILL PROVIVE OUT SHEET AT -HANICAL�111LDING PERMIT LIGATION'] KITCHEN DE516N T.B.D - VERIFY KITCHEN DES16N AND LAYOUT WITH KITCHEN DE516NER I SCULPTURE WALL 10 PATIO 112 RIDGE ABOVE DINING 108 EXISTING r DOOR ,1 WOOD DECKIN6 PORCH 110 GONG. STEP poi 00</ pu I I back counter DESK MAIN LEVEL PLAN 60" ANTF / 48" E KITCHEN I IQQ I4 D�� A IX � 6 , e Same elev. 05 bay window - Pi�OPOSED 1/4 If = I $-®„ REF. I/A2.2 FOR &ENERAL PLAN NOTES ACCESS HATCH < 15LB5 OPENING PRESSURE ACCESS HATCH < 151-55 OPENING PRE55URE r BA5EMENT LEVEL PLAN - PROPOSED 1/4" = I1-011 REF. I/A2.2 FOR 6ENERAL PLAN NOTES OPEN TO ABOVE SLOPE TO DRAIN / MECH. \ 000 —� T.O. SLAB a MEGH. � ELEY big-O EXTERIOR MATERIALS LIST: I. DARK PATINA ZING - PROVIDE I" WOOD SLEEPERS FOR SIDING VENTILATION 2. DARK PATINA STANDING SEAM ZINC ROOF - PROVIDE HEAT RESISTANT W.P. MEMBRANE S. 4" T86 PROPERLY SEASONED FOR MOISTURE CONTENT IPE BRAZILIAN WALNUT SIDING, PRE Sa I T INED W/ STAIN T.B.D. 4. ROUGH SAWN SEALED it STAINED EXPOSED TIMBER BEAM - REF. 5TRUCT. S. 8" CEDAR LAP SIDING PRE STAINED W/ STAIN I T.B.D. 6. R.S. STAINED CEDAR TRIM BOARD 'I. DULLED METAL FLASHING - 6" HIGH ® GRADE I 8. 1/2" GOR TEN METAL SHEET ROOFIN6 Q. 1/2" TEMPERED CLASS SHEETS W/ STAINLESS STEEL SUPPORTS. NO HANDRAIL ON TOP OF GLASS. 10. CONCRETE SLAB W/ INTEGRAL COLOR, I WEATHER SEALED W/ TEXTURED FINISH - REF. I PLANS FOR SNOW MELT AREAS 11. STAINED IPE WOOD DECKING W/ I/4" GAP I DETWEEN 50ARD5, SCREW AND 6LUE TO PALLETIZED DECKING SYSTEM BELOW - REF, PLANS FOR SNOW MELT AREAS I 12. DARK PATINA ZING TRIM 13. STAINLESS STEEL / GALVANIZED OPEN GRATING W/ E6RESS HATCH PER 1Rc 8311 14. CUSTOM STAINED WOOD GARAGE DOOR I I5. HISTORIC PAINTED WOOD CLAPBOARD SIDING - I REPLACEMENT SIDING TO MATCH HISTORIC 16. WOOD TRIM - REPLACEMENT TO MATCH I HISTORIC I17. HISTORIC FISH SCALE SIDING I I8. HISTORIC BRICK CHIMNEY TO 5E REBUILT TO MATCH HISTORIC AFTER HOUSE 15 MOVED IQ. CEDAR SHINGLE ROOFIN6 20. CONCRETE FOUNDATION I I LI f — � — — — — DASHED LINE OF LEVEL ABOVE NORTH 5U5 5A5EMENT LEVEL PLAN - PR0P05ED A2.1 1/4" s I I -oil REF. I/A2.2 FOR GENERAL PLAN NOTES JUL 2 6 2006 CONSORIJUM S W 1 I co Issue date: Q Drawing Title: z W g W O W W r V5 W f. M c1f) 00 z DESK MAIN LEVEL PLAN 60" ANTF / 48" E KITCHEN I IQQ I4 D�� A IX � 6 , e Same elev. 05 bay window - Pi�OPOSED 1/4 If = I $-®„ REF. I/A2.2 FOR &ENERAL PLAN NOTES ACCESS HATCH < 15LB5 OPENING PRESSURE ACCESS HATCH < 151-55 OPENING PRE55URE r BA5EMENT LEVEL PLAN - PROPOSED 1/4" = I1-011 REF. I/A2.2 FOR 6ENERAL PLAN NOTES OPEN TO ABOVE SLOPE TO DRAIN / MECH. \ 000 —� T.O. SLAB a MEGH. � ELEY big-O EXTERIOR MATERIALS LIST: I. DARK PATINA ZING - PROVIDE I" WOOD SLEEPERS FOR SIDING VENTILATION 2. DARK PATINA STANDING SEAM ZINC ROOF - PROVIDE HEAT RESISTANT W.P. MEMBRANE S. 4" T86 PROPERLY SEASONED FOR MOISTURE CONTENT IPE BRAZILIAN WALNUT SIDING, PRE Sa I T INED W/ STAIN T.B.D. 4. ROUGH SAWN SEALED it STAINED EXPOSED TIMBER BEAM - REF. 5TRUCT. S. 8" CEDAR LAP SIDING PRE STAINED W/ STAIN I T.B.D. 6. R.S. STAINED CEDAR TRIM BOARD 'I. DULLED METAL FLASHING - 6" HIGH ® GRADE I 8. 1/2" GOR TEN METAL SHEET ROOFIN6 Q. 1/2" TEMPERED CLASS SHEETS W/ STAINLESS STEEL SUPPORTS. NO HANDRAIL ON TOP OF GLASS. 10. CONCRETE SLAB W/ INTEGRAL COLOR, I WEATHER SEALED W/ TEXTURED FINISH - REF. I PLANS FOR SNOW MELT AREAS 11. STAINED IPE WOOD DECKING W/ I/4" GAP I DETWEEN 50ARD5, SCREW AND 6LUE TO PALLETIZED DECKING SYSTEM BELOW - REF, PLANS FOR SNOW MELT AREAS I 12. DARK PATINA ZING TRIM 13. STAINLESS STEEL / GALVANIZED OPEN GRATING W/ E6RESS HATCH PER 1Rc 8311 14. CUSTOM STAINED WOOD GARAGE DOOR I I5. HISTORIC PAINTED WOOD CLAPBOARD SIDING - I REPLACEMENT SIDING TO MATCH HISTORIC 16. WOOD TRIM - REPLACEMENT TO MATCH I HISTORIC I17. HISTORIC FISH SCALE SIDING I I8. HISTORIC BRICK CHIMNEY TO 5E REBUILT TO MATCH HISTORIC AFTER HOUSE 15 MOVED IQ. CEDAR SHINGLE ROOFIN6 20. CONCRETE FOUNDATION I I LI f — � — — — — DASHED LINE OF LEVEL ABOVE NORTH 5U5 5A5EMENT LEVEL PLAN - PR0P05ED A2.1 1/4" s I I -oil REF. I/A2.2 FOR GENERAL PLAN NOTES JUL 2 6 2006 CONSORIJUM S W w co Issue date: Q Drawing Title: z W g W O W W r V5 W f. M c1f) 00 z Cl3 W cv c'0LL'0 'hF-W L.L. �zW0 Q J O Cl3 WU�W Y ' 0: i-- a0o<t S Y a rr�� v, —1 m 9 9 V co 8 LL 0 0 MPC FINAL: 06-12-2006 wnsaumn co Issue date: O Drawing Title: +_ FLOOR PLANS f. w O N CD Z �...0 V co LL 0 L cu V 0 Z cl) c1714 ~ N O O t>l: � v o V o 9L MPC FINAL: 06-12-2006 wnsaumn Issue date: 0 Drawing Title: +_ FLOOR PLANS A 2.1 ��