Loading...
HomeMy WebLinkAboutProject Monitor Request Drawings.423 N Second St5' - 0 " 5' - 0 " 10 ' - 0 " 20'-0"20'-0" 57 ' - 0 " 37'-5" SMUGGLER STREET ALLEY N. S E C O N D S T R E E T NON-HISTORIC ELEMENTS TO REMOVED FROM EXISTING VICTORIAN HOUSE 20'-0"20'-0" 5' - 0 " 5' - 0 " 10 ' - 0 " 57 ' - 0 " SMUGGLER STREET ALLEY N. S E C O N D S T R E E T 37'-5" 20'-0"20'-0" 5' - 0 " 5' - 0 " 10 ' - 0 " LINE OF EXTERIOR SIDE OF BASEMENT FOUNDATION WALL LOCATION OF EXISTING VICTORIAN DURING EXCAVATION 8'-4" SMUGGLER STREET ALLEY N. S E C O N D S T R E E T EXISTING TREE TO BE REMOVED, TYP EXISTING TREE TO REMAIN, TYP PROTECT & MAINTAIN ALL EXISTING TREES WITHIN VICINITY OF RELOCATED HOUSE, TYP AT ALL ©2021, RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 5 : 3 3 : 2 9 P M A-001 HOUSE RELOCATION PLAN SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/16" = 1'-0"1 EXISTING HOUSE + DEMOLITION 1/16" = 1'-0"2 EXISTING HOUSE - POST DEMOLITION 1/16" = 1'-0"3 HOUSE RELOCATION DURING EXCAVATION NTS LETTER OF METHOD4 NO DATE ISSUE EXHIBIT A DN UP DN DN DN KITCHEN 13 EAT-IN KITCHEN 13.1 LIVING ROOM 11 POWDER 12 CLOSET 10.1 DINING ROOM 14 GARAGE 18 MUD ROOM 17 BATH 15.1 CORRIDOR 16 FRONT PORCH FP EW EW EW EW EW ELEV BEDROOM 15 STAIR 1 STAIR 2 OPEN LAWN OPEN LAWN OPEN LAWN DINING AREA GE N E R A T O R OPEN LAWN ALLEY SMUGGLER STREET SE C O N D S T R E E T EGRESS WELL BASEMENT LINE BELOW BA S E M E N T L I N E B E L O W RAILING OPEN LAWN OPEN LAWN (1) PINUS MUGO ROSTRATA 6' X 4' HT. (2) NORWAY SPRUCE 4' OA. , 2" CAL (120) CREEPING ARTIC WILLOW 2' X 2' HT. (9) BASKET WILLOW 3' X 3' HT. (1) AMUR MAPLE 8' OA. , 3" CAL , COMPACT (1) SPIREA 3' X 3' HT. (1) AMUR MAPLE 8' OA. , 3" CAL (2) CREEPING MAHONIA 12" X 12" , 18" O.C. (1) SHADBUSH 5' X 5' HT. (1) ACER GINNALA 'FLAME' 5' OA. , 3" CAL (1) BRISTLECONE PINE 5' OA. , 3" CAL (1) UPRIGHT BLUE SPRUCE 7' OA. , 4" CAL (2) JUNIPER WICHITA BLUE 3' X 3 'HT. (1) ACER GINNALA 'FLAME' 5' OA. , 3" CAL (2) CURRANT 'GREEN MOUND' 3' X 3' HT. (2) SPIREA 'BLUE MIST' 3' X 2' HT. (1) SPRUCE 'NORTH STAR' 5' OA. , 3" CAL (1) SPRUCE 'BABY BLUE EYES' 5' OA. , 3" CAL (1) WHITE FIR 5' OA. , 3" CAL (1) COLORADO SPRUCE 6' OA. , 4" CAL (1) LILAC 'DONALD WYMAN' 4' X 4' HT. (2) BLACK HILLS SPRUCE 6' OA. , 4" CAL GATE EX. LIGHT POLE EX. FIRE HYDRANT #T21 (1) WHITE SPRUCE 6' OA. , 4" CAL STONE PATH (4) HYDRANGEA 3' X 3' HT. (3) HYDRANGEA 3' X 3' HT. (350) EUONYMOUS FORTUNEI 12" X 12" , 18" O.C. GRAVEL GRAVEL GR A V E L GR A V E L GR A V E L GR A V E L GRAVEL GRAVEL GR A V E L ST O N E P A T H OPEN LAWN OPEN LAWN (1) AMUR MAPLE 8' OA. , 3" CAL (160) CREEPING ARTIC WILLOW 2' X 2' HT. (2) SPIREA 'BLACK KNIGHT' 3' X 3' HT. (1) CURRANT 'GREEN MOUND' 3' X 3' HT. (3) ASPEN 'QUAKER' 14' OA. , 6' CT. , 3" CAL. (2) DARK KNIGHT SPIREA 3' X 3' HT. (2) JUNIPER 'WICHITA BLUE' 3' X 3' HT. (2) SHADBUSH 5' X 5' HT. (3) CURRANT 'GREEN MOUND' 3' X 3' HT. (2) LILAC 'DONALD WYMAN' 5' X 5' HT. (2) SPIREA 'BLUE MIST' 3' X 3' HT. (2) ARBORVITAE 6' OA. , 2" CAL (1) PINUS MUGO 'ROSTRATA' 6' X 4' HT. (3) ASPEN 'QUAKER' 14' OA. , 6' CT. , 3" CAL (2) CURRANT 'GREEN MOUND' (445) EUONYMOUS FORTUNEI 12" X 12" , 18" O.C. (65) CREEPING ARTIC WILLOW 2' X 2' HT. (1) LILAC 'DONALD WYMAN' 5' X 5' HT. CREEPING MAHONIA 12" X 12" , 18" O.C. (1) SPRUCE 'NORTH STAR' 5' OA. , 3" CAL (200) CREEPING ARTIC WILLOW 2' X 2' HT. DRIVEWAY (71) EUONYMOUS FORTUNEI 12" X 12" , 18" O.C. WALKWAY LA N D S C A P E P L A N LP1N S E W SC A L E : 1 / 8 " = 1 ' - 0 " MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM NIEVERA WILLIAMS DESIGN N W SM U G G L E R 42 3 N . S E C O N D S T R E E T , A S P E N , C O L O R A D O 10 F E B R U A R Y 2 0 2 1 10 A U G 2 0 2 1 SCALE: 1/8" = 1'-0" 0 1 8 FEET416 1 A-401 1 A-400 (N)LEVEL 1 F.F. 100' -0" (N)LEVEL 2 F.F. 111' -6" (N) LEVEL ROOF 123' -4" ADGJ (N) T.O. PARAPET 124' -4" (N) LEVEL 1 FF HIST 101' -2" (N) LEVEL 2 FF HIST 111' -6" (N) T.O. RIDGE HIST 132' -9" F E C BH 4' - 8" 3' - 4 3/4" 17' - 5 1/2"5' - 0"19' - 2 7/8"13' - 10 3/4"15' - 11" 4' - 1 1/8" 101 103 108109 202 301 201 100 101 (E) (E) (E) 107 207B (N) REPLICA WD / GL WINDOW (N) RESTORED FRONT PORCH WITH HALF LITE WOOD DOOR (N) REPLICA WOOD & GLASS DOUBLE HUNG WINDOW (N) GLASS GUARDRAIL (N) GLASS GUARDRAIL (N) LEVEL 1 FF 100' -0" (N) WD / GL LIFT AND SLIDE STACKING DOOR PER SCHEDULE R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY E3 (N) BRICK MASONRY WALL; SEE SHEET A-600 FOR WALL ASSEMBLY (N) WD / GL FIXED WINDOW PER SCHEDULE (N) WD / GL FIXED WINDOW PER SCHEDULE PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY (N) WOOD SIDING STAIR NOT SHOWN FOR CLARITY 6' - 0 " M A X (N) MEDIUM GREY METAL BASE (N) PTD WD TRIM BOARD 423 ZONE DISTRICT HEIGHT LIMIT PER 26.710.040.D.8 25 ' - 0 " PROPOSED FINISHED GRADE (MORE RESTRICTIVE) NATURAL / EXISTING GRADE (LESS RESTRICTIVE) (N) PTD WOOD LATTICE BASE 12 13 6) 7904' - 5" 1/3 POINT FROM RIDGE TO EAVE 6. 20 ' - 1 1 / 4 " [BRIC-1] [WD-1] [WD-1] [WD-4] T TTTTT TTT T [GL-1L] [WD-2] [GL-1L] SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 (N) WOOD FENCE 1 A-401 1 A-400 (N)LEVEL 1 F.F. 100' -0" (N)LEVEL 2 F.F. 111' -6" (N) LEVEL ROOF 123' -4" A D G J (N) T.O. PARAPET 124' -4" (N) LEVEL 1 FF HIST 101' -2" (N) T.O. RIDGE HIST 132' -9" FECB H 4' - 1 1/8" 15' - 11"13' - 10 3/4"19' - 2 7/8"5' - 0"17' - 5 1/2" 3' - 4 3/4" 4' - 8" 216 214 213 303 212 113 112 210 106 111 (E) (E)(E)(E) (E) (N) MEDIUM GREY METAL BASE (N) REPLICA DOUBLE HUNG WINDOWS, TYP U.O.N. (N) LIGHT COLORED BRICK MASONRY (N) GLASS GUARDRAIL FLUSH HORIZONTAL TERMINATION VENT FOR FP-2, SMD (ALSO SEE ALT FLUE LOCATION THIS PAGE AT ROOF) SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY (E) WOOD SIDING TO BE PAINTED / RESTORED WHERE NEEDED PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY (N) WD / GL LIFT AND SLIDE POCKET DOOR PER SCHEDULE (N) WD / GL FIXED WINDOW PER SCHEDULE 105 (N) WD / GL SWING DOOR PER SCHEDULE (N) WD / GL FIXED WINDOW PER SCHEDULE (N) WOOD SIDING (N) GLASS GUARDRAIL PROPOSED FLUE FOR FP-1 ALTERNATE FLUE LOCATION FOR FP-2 8" 2' - 3 1 / 2 " PTD MTL EXHAUST VENT BOILER VENTS PTD MTL EXHAUST VENTS 6' - 0 " M A X (N) PTD WD TRIM BOARD 1' - 0" 1' - 6" (N) WD FENCE [BRIC-1] T TT [WD-4] [WD-1] [WD-2] 12 10 7911' - 11 1/4" 1/3 POINT FROM RIDGE TO EAVE 7.ZONE DISTRICT HEIGHT LIMIT PER 26.710.040.D.8 PROPOSED FINISHED GRADE (MORE RESTRICTIVE) NATURAL / EXISTING GRADE (LESS RESTRICTIVE) 25 ' - 0 " 27 ' - 0 " TTTT [GL-1L][GL-1L] 8 3 / 8 " 7 1 / 4 " ©2021, RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 4 : 1 1 : 1 1 P M A-300 EXTERIOR ELEVATIONS SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 EXTERIOR ELEVATION / EAST 1/4" = 1'-0"2 EXTERIOR ELEVATION / WEST 2 1 NO DATE ISSUE 1 A-403 1 A-404 (N)LEVEL 2 F.F. 111' -6" (N) LEVEL ROOF 123' -4" 1345 (N) T.O. PARAPET 124' -4" (N) LEVEL 1 FF HIST 101' -2" (N) T.O. RIDGE HIST 132' -9" 7 6 2 1 A-402 9' - 6 1/8"19' - 0 3/4"9' - 11"15' - 4 1/2" 2' - 3 3/4"21' - 11 3/8" 304 218 217 215 114115116 117 211 (E) (E)(E) (E) (E) (N) PTD WD COLUMN AND GUARDRAIL AT RESTORED HISTORIC FRONT PORCH (N) REPLICA DOUBLE HUNG WINDOW RELOCATED TO ALIGN WITH ADJACENT WINDOW (N) MEDIUM GREY METAL BASE (N) REPLICA DOUBLE HUNG WINDOW (N) LIGHT COLORED BRICK MASONRY (N) REPLICA DOUBLE HUNG WINDOW (N) LEVEL 1 FF 100' -0" (N) WD / GL FIXED WINDOW PER SCHEDULE R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY (N) PTD WOOD TRIM BOARD (N) PTD WOOD LATTICE BASE STONE CAP AT EGRESS WELL [BRIC-1] [WD-4] [WD-1] [WD-1] [WD-1][WD-1] 12 13 7904' - 4 1/2" 1/3 POINT FROM RIDGE TO EAVE 6. FINISHED GRADE (LESS RESTRICTIVE) NATURAL / EXISTING GRADE (MORE RESTRICTIVE) 20 ' - 1 1 / 4 " 12 10 7911' - 11" 1/3 POINT FROM RIDGE TO EAVE 7. 27 ' - 0 " PROPOSED FINISHED GRADE (MORE RESTRICTIVE) NATURAL / EXISTING GRADE (LESS RESTRICTIVE) 24 ' - 1 0 1 / 4 " ZONE DISTRICT HEIGHT LIMIT PER 26.710.040.D.8 SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 1 A-403 1 A-404 (N)LEVEL 2 F.F. 111' -6" (N) LEVEL ROOF 123' -4" 1 3 4 5 (N) T.O. PARAPET 124' -4" (N) LEVEL 1 FF HIST 101' -2" (N) T.O. RIDGE HIST 132' -9" 762 21' - 11 3/8"2' - 3 3/4" 15' - 4 1/2"9' - 11"19' - 0 3/4"9' - 6 1/8" (N) LIGHT COLORED BRICK MASONRY 209 208 110 302 204 105 104 103 102 203 103 104 202 207A (E) (E) (E)(E)(E) (E) (N) WD / GL DOOR (N) MEDIUM GREY METAL BASE (N) REPLICA DOUBLE HUNG WD / GL WINDOWS TO REPLACE EXISTING NON-HISTORIC DOOR (N) LEVEL 1 FF 100' -0" (N) WD GARAGE DOOR (N) GLASS GUARDRAIL R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY (N) WD / GL FIXED WINDOW PER SCHEDULE (N) WD / GL LIFT AND SLIDE POCKET DOOR PER SCHEDULE (N) WD / GL FIXED WINDOW PER SCHEDULE PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY (E) WOOD SIDING TO BE PAINTED / RESTORED WHERE NEEDED E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY (N) WD / GL FIXED WINDOW PER SCHEDULE (N) PTD WD TRIM BOARD 8' - 0 " [BRIC-1] [BRIC-1] [WD-4] [WD-1] PROPOSED FINISHED GRADE (MORE RESTRICTIVE) NATURAL / EXISTING GRADE (LESS RESTRICTIVE) ZONE DISTRICT HEIGHT LIMIT PER 26.710.040.D.8 TTTT T T [GL-1L] SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 ©2021, RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 4 : 0 5 : 2 8 P M A-301 EXTERIOR ELEVATIONS SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 EXTERIOR ELEVATION / NORTH 1/4" = 1'-0"2 EXTERIOR ELEVATION / SOUTH 2 1 NO DATE ISSUE 1 A-403 (N)LEVEL 1 F.F. 100' -0" (N)LEVEL 2 F.F. 111' -6" (N) LEVEL ROOF 123' -4" 1345 (N) T.O. PARAPET 124' -4" (N) LEVEL 2 FF HIST 111' -6" 6 2 1 A-402 19' - 0 3/4"9' - 11"15' - 4 1/2" 2' - 3 3/4"21' - 11 3/8" (NOT SHOWN FOR CLARITY) 206 205 201 211 (N) WD / GL FIXED WINDOW PER SCHEDULE (N) WD / GL DOOR E3 (N) BRICK MASONRY WALL; SEE SHEET A-600 FOR WALL ASSEMBLY (N) WD / GL FIXED WINDOW PER SCHEDULE (N) WD FENCE BEYOND 6' - 0 " M A X 3' - 0 1 / 2 " [BRIC-1][BRIC-1] 25 ' - 0 " ZONE DISTRICT HEIGHT LIMIT PER 26.710.040.D.8 PROPOSED FINISHED GRADE (LESS RESTRICTIVE) NATURAL / EXISTING GRADE (MORE RESTRICTIVE) TTTT 1 A-403 1 A-404 (N)LEVEL 2 F.F. 111' -6" 3 4 5 (N) LEVEL 1 FF HIST 101' -2" (N) LEVEL 2 FF HIST 111' -6" (N) T.O. RIDGE HIST 132' -9" 76 9' - 6 1/8"19' - 0 3/4"9' - 11"15' - 4 1/2" NOT SHOWN FOR CLARITY 200 204 302 203 102 103104105 106 (E)(E)(E) (E) (E)(E) (N) REPLICA DOUBLE HUNG WD / GL WINDOWS TO REPLACE EXISTING NON HISTORIC DOOR (N) REPLICA DOUBLE HUNG WD / GL WINDOW AT OPENING OF EXISTING NON-HISTORIC FRENCH DOORS (N) WD / GL SWING DOOR PER SCHEDULE E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY PROPOSED FLUE FOR FP-1 SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY (N) MEDIUM GREY METAL BASE (N) PTD WOOD TRIM BOARD 3' - 0 1 / 2 " [WD-4] [WD-1][WD-1] [WD-1] 12 13 10.7909' - 5 1/2" 1/3 POINT FROM RIDGE TO EAVE 24 ' - 1 1 " , RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 3 : 1 6 : 2 3 P M A-302 EXTERIOR ELEVATIONS SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 EXTERIOR ELEVATION / NORTH 1/4" = 1'-0"2 EXTERIOR ELEVATION / SOUTH 2 1 NO DATE ISSUE ©2021 (N)LEVEL 1 F.F. 100' -0" (N)LEVEL 2 F.F. 111' -6" D (N) LEVEL 1 FF HIST 101' -2" (N) LEVEL 2 FF HIST 111' -6" F E (N) LEVEL 1 FF 100' -0" 5'-0"19'-2 7/8" (N) GLASS GUARDRAIL (N) WD / GL LIFT AND SLIDE STACKING DOOR PER SCHEDULE (N) WOOD SIDING E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY 101 PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY PTD MTL EXHAUST VENTS PTD MTL EXHAUST VENTS PTD MTL EXHAUST VENTS (N) MEDIUM GREY METAL BASE (N) PTD WOOD TRIM BOARD 6" [WD-2] [GL-1L] [WD-1] 3' - 0 " 76 9'-6 1/8" R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY 7 6 R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY 9'-6 1/8" E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY PTD MTL EXHAUST VENTS, SMD FDC FIRE STROBE IN WHITE CASING BEYOND 8" SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 , RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 3 : 1 6 : 4 4 P M A-303 EXTERIOR ELEVATIONS SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 EXTERIOR ELEVATION / LINK EAST 1/4" = 1'-0"2 EXTERIOR ELEVATION / NORTH DORMER 1/4" = 1'-0"3 EXTERIOR ELEVATION / SOUTH DORMER 1 3 2 NO DATE ISSUE ©2021 1 A-403 1 A-404 1 A-400 1 A-400 1 3 4 5 A D A-300 2 A-3001 A-301 1 C B 762 PR O P E R T Y L I N E PROPERTY LINE SETBACK SE T B A C K SE T B A C K 1: 1 2 12 : 1 2 10 : 1 2 13:12 13:12 13 : 1 2 13 : 1 2 13 : 1 2 13 : 1 2 13:12 3: 1 2 13 ' - 1 0 3 / 4 " 15 ' - 1 1 " 4 ' - 1 1 / 8 " 21' - 11 3/8"2' - 3 3/4" 15' - 4 1/2"9' - 11"19' - 0 3/4"9' - 6 1/8" MATCH LINE SEE SHEET A-117 7" SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY R5 BALLAST ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY PROPOSED CHIMNEY / VENT FOR MAIN LEVEL FP-1 AT LOW SLOPE ROOF NOT VISIBLE FROM STREET FACING FACADES ALTERNATE CHIMNEY / VENT FOR BASEMENT LEVEL FP-2 AT LOW SLOPE A-303 2 3 LINE OF WALLS BELOW EXHAUST VENTS AT SOFFIT / UNDERSIDE OF ROOF OVERHANG RD 15'-0" 10 ' - 0 " 25'-0" , RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 3 : 2 3 : 3 9 P M A-116 ROOF PLAN - NORTH SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 ROOF PLAN - NORTH NO DATE ISSUE ©2021 1 A-401 1 A-403 1 3 4 5 G J A-301 2 F E 762 H 1 A-402 A-302 1 A-302 2 PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E SETBACK ADDITIONAL SETBACK SE T B A C K SE T B A C K S2 S6 [FP-3] 4' - 8 " 3 ' - 4 3 / 4 " 1 7 ' - 5 1 / 2 " 5' - 0 " S3 S5 S4 MATCH LINE SEE SHEET A-116 EXHAUST VENTS ROOF DECK (AT LEVEL 2) ROOF DECK (AT LEVEL 2) SKYLIGHT PER SCHEDULE SKYLIGHTS PER SCHEDULE R5 BALLAST ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY PV PANELS (N) GLASS GUARDRAIL AT LEVEL 2 DECK BELOW (N) GLASS GUARDRAIL AT LEVEL 2 DECK BELOW A-3031 25'-0" 5' - 0 " 7909' - 10" 15'-0" 7909' - 10" 7909' - 10" 7909' - 10" , RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 3 : 1 7 : 2 6 P M A-117 ROOF PLAN - SOUTH SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 ROOF PLAN - SOUTH NO DATE ISSUE ©2021 LEGAL ADDRESS: 423 N. 2ND ST ZONE DISTRICT: R-6 LOT SIZE: 12,000 SF PROJECT 100'-0" -7885'-6" SIDE YARD SETBACK 15'-0" FRONT YARD 10 ' - 0 " SIDE YARD SETBACK 25'-0" RE A R Y AR D 10 ' - 0 " NO R T H 2 N D S T R E E T SMUGGLER STREET GA R A G E 5' - 0 " SOUTH PROPERTY LINE EA S T P R O P E R T Y L I N E WE S T P R O P E R T Y L I N E NORTH PROPERTY LINE REAR YARD SETBACK ADDITIONAL SETBACK FRONT YARD SETBACK ROOF DECK BELOW ROOF DECK BELOW EW EW EW EW GL A S S F L O O R B E L O W GREEN ROOF BELOW GREEN ROOF BELOW ALLEY SI D E Y A R D S E T B A C K SI D E Y A R D S E T B A C K ADDITIONAL SETBACK LANDSCAPE / HARDSCAPE, S.L.D. LANDSCAPE / HARDSCAPE, S.L.D. , RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 6 / 2 0 2 1 1 : 5 2 : 5 4 P M A-100 SITE PLAN SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/8" = 1'-0"1 SITE PLAN NO DATE ISSUE PROPOSED CHIMNEY / VENT FOR MAIN LEVEL FP-1 AT LOW SLOPE (1:12) ROOF SEE EXHIBIT A.2 SHEET 1: 1 2 12 : 1 2 10 : 1 2 13:12 13:12 VIEW NE NO R T H 2 N D S T R E E T VIEW E VIEW N VIEW SE VIEW S EXHIBIT B.1 ALTERNATE CHIMNEY / VENT FOR BASEMENT LEVEL FP-2 AT LOW SLOPE (1:12) ROOF PROPOSED FLUSH HORIZONTAL VENT FOR BASEMENT LEVEL FP-2 AT SIDE WALL OF VICTORIAN WEST ELEVATION (NON STREET FACING ELEVATION) SEE EXHIBIT B.3 SHEET ©2021 VIEW NE VIEW EVIEW N VIEW SE VIEW S EXISTING BRICK CHIMNEY 101 103 108109 202 301 201 100 101 107 207B 304 218 217 215 114115 116117 211 ELEVATION NORTH ELEVATION EAST ROOF PENETRATIONS AT THE VICTORIAN (FIRST / HALLAM PROJECT) FP VENTS VISIBLE ONLY FROM VIEW S (FROM ALLEY / NON STREET FACING FACADES) EXHIBIT B.2 EXHIBIT B.3 1 A-401 1 A-400 (N)LEVEL 1 F.F. 100' -0" (N)LEVEL 2 F.F. 111' -6" (N) LEVEL ROOF 123' -4" A D G J (N) T.O. PARAPET 124' -4" (N) LEVEL 1 FF HIST 101' -2" (N) T.O. RIDGE HIST 132' -9" FECB H 4' - 1 1/8" 15' - 11"13' - 10 3/4"19' - 2 7/8"5' - 0"17' - 5 1/2" 3' - 4 3/4" 4' - 8" 216 214 213 303 212 113 112 210 106 111 (E) (E)(E)(E) (E) (N) MEDIUM GREY METAL BASE (N) REPLICA DOUBLE HUNG WINDOWS, TYP U.O.N. (N) LIGHT COLORED BRICK MASONRY (N) GLASS GUARDRAIL FLUSH HORIZONTAL TERMINATION VENT FOR FP-2 SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY (E) WOOD SIDING TO BE PAINTED / RESTORED WHERE NEEDED PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY (N) WD / GL LIFT AND SLIDE POCKET DOOR PER SCHEDULE (N) WD / GL FIXED WINDOW PER SCHEDULE 105 (N) WD / GL SWING DOOR PER SCHEDULE (N) WD / GL FIXED WINDOW PER SCHEDULE (N) WOOD SIDING (N) GLASS GUARDRAIL PROPOSED FLUE FOR FP-1 ALTERNATE FLUE LOCATION FOR FP-2 1' - 6" 1' - 0"8" 2' - 6 1 / 2 " PTD MTL KITCHEN EXHAUST VENT BOILER VENTS PTD TOILET EXHAUST VENTS 6' - 0 " M A X (N) PTD WHITE WOOD BASE BOARD 1/4" = 1'-0"2 EXTERIOR ELEVATION / WEST NON-STREET FACING ELEVATION 1 3 4 5 AA D D C C B B 762 EAT-IN KITCHEN 13.1 KITCHEN 13 LIVING ROOM 11 POWDER 12 CLOSET 10.1 +8' - 6" +8' - 6" OPEN +9' - 0" STAIR 1 MATCH LINE SEE SHEET A-213 TYP CEILING FINISH- PAINTED GWB , U.O.N. B.O. FINISH CLG WOOD CEILING FINISH +9' - 0" +8' - 6" B.O. FINISH CLG +8' - 6" B.O. FINISH CLG +8' - 6" B.O. FINISH CLG B.O. SOFFIT B.O. FINISH CLG +7' - 11" +7' - 10" 4' - 9 " EQ 5 EQ 5 EQ3 EQ3 EQ 4 EQ 4 EQ2 EQ2 EQ EQ EQ EQ EQ6 EQ6 LINE OF ISLAND BELOW DL-1 DL-1 DL-1 DL-1DL-1 DL-1 DL-1 DL-1DL-1 DL-1 DL-1 DL-1 DL-1 EQ7 EQ7 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1DL-1 EQ 8 EQ 8 ENTRY 10 DR DL-1W DL-1W DR 7' - 3 " EQ EQ 3' - 0" WIN WIN CORRIDOR EQ EQ EQ EQ EQ2 EQ2 2' - 4"2' - 4" 2' - 1 0 " DL-1 STR CLNG 2' - 8" WALL 2' - 6 " WALL DL-1 2' - 6"2' - 6"7' - 0" 2' - 6 " DL-1 DL-1DL-1 LL-2 LL-2 LL-2 LL-1W LL-2 , RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 6 / 2 0 2 1 1 : 4 9 : 1 3 P M A-212 REFLECTED CEILING PLAN - LEVEL 01 NORTH SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/4" = 1'-0"1 RCP / LEVEL 01 NORTH NO DATE ISSUE ©2021 5 A-632 A-632 6 E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY SNOW STOPS AT ALL LOCATIONS ABOVE WALKWAYS, STAIRS, DECKS AND UTILITIES, TYP PER LOCAL ORDINANCE R903.6 R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY PTD MTL GUTTERS AND DOWNSPOUTS; REPLACE (E) GUTTERS / DOWNSPOUTS WHERE NEEDED; ADD (N) GUTTERS TO MATCH (E) WHERE NECESSARY PTD WOOD POST CUST PTD WD BRACKET CUST PTD WD /GL DOOR 2' - 8 " 4" EXTERIOR WOOD LATTICE BASE 3 3/4" STAIRS NOT SHOWN FOR CLARITY 423 6" 1' - 2 1 / 4 " (N) PTD WOOD TRIM BOARD (N) MEDIUM GRAY METAL BASE 6" 2 3/4" 2 3/4" 2 3/4" 423 E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY 8' - 0 1 / 2 " 3' - 5 " 4" 4" 4" 4" 4' - 2" 4"4"2' - 10"4"4" CUST PTD /GL DOOR PTD WD POST DARK METAL ADDRESS LETTERS, CALL BUTTON, AND DOOR HARDWARE 4' - 0 " 5' - 1 " 201 4" 4 E Q D I V I S I O N S 3' - 7 " 4" E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY PTD WD TRIM CUST PTD WD / GL REPLICA WINDOW typ. 5 1/2" 4" 3 EQ DIVISIONS 5' - 1"4" 1' - 5 1/4"2" 3 EQ 1' - 5 1/4"2"1' - 5 1/4" 4"4"4 3/4" 4" 4" 3 1 / 2 " R4 CLASS A CEDAR SHAKE ROOF; SEE SHEET A-601 FOR ROOF ASSEMBLY (N) LEVEL 1 F.F. 101' -2" CUST PTD WD POST BEYOND CUST PTD WD BALUSTRADE + CAP PTD WD SQUARE PICKETS 3 1/4"3 1/4" 2" 2" 4" 2" 4 3/4" 1" 3/4" PTD WD TRIM PTD WD LATTICE 1" RIGID INSULATION O/ WP + DRAIN MAT PTD 1X4 WOOD DECK BOARDS ON 3/4" PLY PTD MTL LANDSCAPE EDGE PERIMETER GRAVEL STRIP CONCRETE FOUNDATION WALL 2X4 SLEEPERS WP MEMBRANE, SL DECK TO DRAIN 3/ 4 " 5 1 / 4 " 2' - 1 " 3" PTD WD TRIM BOARD PTD MTL FLASHING 2' - 4 " 5"CUST PTD METAL GUTTER 10 " R 2" R 1' - 2 " R 1 "R 1" 11 1/2"10 1/4" 1 1/2"3/4" 4 3/4" 3/ 4 " 1 3/4" 1' - 4 1/4" 10 3 / 4 " CUST PTD WD COLUMN BRACKET 2 1 / 4 " R 1 1 /2 " R 1 3/4"R 1 1 /4 " PTD WD POST E1 PTD WOOD SIDING; SEE SHEET A-600 FOR WALL ASSEMBLY PTD WD POST 2' - 8 " 4" 3 3/4" CUST PTD WD BRACKET EXTERIOR WOOD LATTICE BASE 6" 1' - 2 1 / 4 " (N) PTD WOOD TRIM BOARD 3" 3" 2 3/4" ©2021, RO | ROCKETT DESIGN, INC. DRAWING NUMBER: DRAWING TITLE: PROJECT: NOT FOR CONSTRUCTION OWNER: PROJECT ARCHITECT: RO | ROCKETT DESIGN 1031 W. MANCHESTER BLVD. UNIT 6 INGLEWOOD, CA 90301 TEL: 213.784.0014 CIVIL ENGINEER: LANDSCAPE ARCHITECT: SMUGGLER FB3, LLC C/O: BILL GUTH (OWNER'S REP) P.O. BOX 2097 NAPLES, FL 34102 TEL: 970.300.2120 CONTRACTOR: TBD STRUCTURAL ENGINEER: MEP ENGINEER: PROJECT NUMBER SEAL: All designs, ideas, arrangements and plans indicated by these drawings are the property and copyright of the Architect and shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. RO|ROCKETT DESIGN and/or its principals and employees waives any and all liability or responsibility for problems that may occur when these plans, drawings, specifications, and/or designs are followed without the designer's guidance with ambiguities, or conflicts which are alleged. NIEVERA WILLIAMS DESIGN 223 SUNSET AVE, SUITE 150 PALM BEACH, FL 33480 TEL: 561.659.2820 KL&A 215 N. 12TH STREET, UNIT E CARBONDALE, CO 81623 TEL: 970.510.5701 SGM 118 W. SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 TEL: 970.384.9032 GEOTECHNICAL ENGINEER: HP KUMAR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 TEL: 970.945.7988 WOODY CREEK ENGINEERING PO BOX 575 WOODY CREEK, CO 81656 TEL: 970.429.8297 N LIGHTING / AV: POWERHOUSE ENGINEERING 710 E DURANT AVE, SUITE W-8 ASPEN, CO 81611 TEL: 970.315.2035 8/ 1 7 / 2 0 2 1 5 : 0 1 : 3 1 P M A-632 VICTORIAN PORCH DETAILS SMUGGLER SMUGGLER 423 N. 2ND ST ASPEN, CO 81611 2001 1/2" = 1'-0"1 ELEVATION / FRONT PORCH 1/2" = 1'-0"2 ELEVATION / FRONT DOOR 1/2" = 1'-0"3 ELEVATION / WIN 201 1 1/2" = 1'-0"5 DETAIL / FRONT PORCH BALUSTER1 1/2" = 1'-0"6 DETAIL / FRONT PORCH BRACKET 1/2" = 1'-0"4 FRONT PORCH NORTH ELEVATION NO DATE ISSUE 7885. 0 0 + 7885. 7 5 + 7885 7 8 8 6 7885 7884 TD:78 8 5 . 9 5 7884. 5 0 + +7885 . 1 7 NO R T H S E C O N D S T R E E T 75 . 6 2 ' R - O - W AS P H A L T -2 . 0 % 78 8 5 78 8 6 7 8 8 7 788 6 78 8 5 788 5 7885 78 8 4 7 8 8 4 788 5 WQCV:195 CF REQ. 308 CF PROVIDED PIPE A PIPE A PIPE B PIPE C E ELEC. METER FIRE HYDRANT LIGHT POLE C.O.A. GPS MONUMENT #8 ELEC. TRANS. CATV PED (TYP.) TELE. PED (TYP.) ELEC. TRANS. CATV PEDESTAL WATER LINE TYP. UNDERGROUND GAS TYP. UNDERGROUND CABLE TYP. CATV PEDESTAL SEWER MANHOLE RIM=7885.95' II-W=7879.03' IO-E=7878.97' ABANDON AND REMOVE EXISTING WATER SERVICE REPLACE WATER SERVICE WITH 2" TYPE K COPPER SERVICE PER CITY OF ASPEN WATER DEPARTMENT STANDARDS A MINIMUM OF 18" FROM EXISTING TAP ABANDON AND REMOVE EXISTING SEWER SERVICE REPLACE SEWER SERVICE PER ASPEN SANITATION DISTRICT DOWNSPOUT 1 DOWNSPOUT 2 DOWNSPOUT 3DOWNSPOUT 4 14.00 FT 12.50 FT INTERNAL DRAIN 1 INTERNAL DRAIN 2 INTERNAL DRAIN 3 INTERNAL DRAIN 4 INLET 3/OVERFLOW RIM:7884.20 INV IN:7882.25 6" PVC INV OUT:7882.24 6" PVC 6' DIAM DRYWELL SOD COVERED LID RIM:7884.96 INV IN:7881.51 6" PVC INV IN:7881.51 6" PVC ID 3 CONNECTION RIM:7885.63 INV OUT:7883.46 6" PVC INLET 7 RIM:7885.75 INV IN:7882.37 6" PVC INV OUT:7882.37 6" PVC INLET 6 RIM:7885.05 INV IN:7882.13 6" PVC INV IN:7882.13 6" PVC INV OUT:7882.13 6" PVC INLET 1 RIM:7884.22 INV OUT:7883.21 6" PVC INLET 2 RIM:7884.74 INV IN:7882.92 6" PVC INV OUT:7882.92 6" PVC INLET 4 RIM:7884.93 INV IN:7881.86 6" PVC INV OUT:7881.86 6" PVC INLET 5 RIM:7885.00 INV IN:7883.24 6" PVC INV OUT:7883.24 6" PVC INLET 8 RIM:7885.85 INV OUT:7884.92 6" PVC GARA G E FF:78 8 6 +7886 . 2 5 FF:78 8 5 . 5 0 +7885 . 1 7 +7884 . 6 0 7885. 1 7 + 7885. 0 0 + 7885. 7 5 + 788 5 7 8 8 6 7886 7885 7884 TD:78 8 5 . 9 5 7885. 1 7 + 7885. 0 0 + 7884. 5 0 + FF:78 8 5 . 5 0 FF:78 8 5 . 5 0 FF:78 8 6 . 6 7 7 8 8 5 +7885 . 1 7 2/10/2021 DATE OF PUBLICATION 02/10/21 HPC WOODY CREEK ENGINEERING, LLC P.O. BOX 575 WOODY CREEK, COLORADO 81656 (P): 970-429-8297 WOODYCREEKENGINEERING.COM SM U G G L E R 42 3 N O R T H 2 N D S T AS P E N , C O 8 1 6 1 1 SPOT ELEVATION XXXX.XX CONC. = CONCRETE HP = HIGH POINT TD = TRENCH DRAIN TOW=TOP OF WALL BW=BOTTOM OF WALL UTILITY SERVICE E=ELECTRIC UG=UNDERGROUND GAS SS=SANITARY SEWER W=WATER Tel=PHONE LINE Cable=CABLE LINE PROPERTY LINE BUILDING GAS METER BACKFLOW PREVENTER AND YARD HYDRANT ELECTRIC METER G W E CONCRETE WALL DOWNSPOUT (DS) INLET TRENCH DRAIN (TD) GUTTER (GU) PIPE FOUNDATION DRAIN GRADING AND DRAINAGE C300 NOTES: 1.ALL HARDSCAPE SHALL BE DIRECTLY CONNECTED TO THE PIPE NETWORKS SHOWN AND SHALL DISCHARGE TO THE DRYWELL TO PROVIDE WATER QUALITY CAPTURE VOLUME. DETENTION AND RETENTION NOT PROVIDED AS THIS SITE IS LOCATED IN THE ASPEN MOUNTAIN BASIN. 2.ALL EXISTING UTILITIES SHALL BE RELOCATED. 3.WATER SERVICE SHALL BE ABANDONED AND UPGRADED. 4.IT IS ASSUMED THAT ANY ELECTRICAL LOAD REQUIREMENT SHALL BE PROVIDED BY THE ONSITE TRANSFORMER. 0 5 10 20 40 Scale: 1" = 10' N PER HPC RESOLUTION SECTION 1.7 "THE APPLICANT IS TO CONFIRM LOCATION OF UTILITIES AND RESOLVE ANY TREE CONFLICTS. AT BUILDING PERMIT THE PROJECT NEEDS TO SHOW THERE IS CONVEYANCE FOR RUNOFF FROM THE ROADWAY AND A COMPLIANT STABILIZATION PLAN NEEDS TO BE PUT IN PLACE TO ACCOUNT FOR THE MICROPILES CLOSE TO THE LOCATIONS OF PRESERVED TREES." -THE SEWER SERVICE ALIGNMENT WILL BE FIELD LOCATED DURING A MEETING WITH THE PARKS DEPARTMENT IN ORDER TO MITIGATE HARM TO TREES. -THE MICROPILE DESIGN WILL BE VETTED WITH THE PARKS DEPARTMENT DURING THE PERMIT APPROVAL PROCESS. PER HPC RESOLUTION SECTION 1.7 "THE APPLICANT IS TO CONFIRM LOCATION OF UTILITIES AND RESOLVE ANY TREE CONFLICTS. AT BUILDING PERMIT THE PROJECT NEEDS TO SHOW THERE IS CONVEYANCE FOR RUNOFF FROM THE ROADWAY AND A COMPLIANT STABILIZATION PLAN NEEDS TO BE PUT IN PLACE TO ACCOUNT FOR THE MICROPILES CLOSE TO THE LOCATIONS OF PRESERVED TREES." -PRIOR TO BUILDING PERMIT, ROADWAY FLOWS WILL BE ACCOMODATED TO THE EXTENT POSSIBLE WITH CURRENT ROADWAY CONDITIONS. WOODY CREEK ENGINEERING WILL MEET WITH ENGINEERING STAFF TO UNDERSTAND IF THERE ARE ANY SPECIFIC RUNOFF CONCERNS TO BE MITIGATED. 8/17/21 HPC COMMENTS 2.00 FT 1.00 FT 6.00 2.00 FT 4.00 FT 0.67 FT 4.00 FT 0.52 FT 0.52 FT 2.00 FT 6IN STEEL PERFORATED PIPE COVERED IN MIRADI FABRIC SOCK 24IN STANDARD MANHOLE CAST IRON RING AND SOLID COVER 8IN THICK PRECAST CONCRETE LID SECTION WITH RUST RESISTANT ACCESS HATCH WITH LIFTING HANDLES 1IN DIAMETER PERC. HOLES 0.25 FT RIM:7884.71 IE:7881.51 12.67 FT 24" 1-1/2 IN. CLEAN STONE NATIVE AND TOP SOIL 2.00 FT 2.00 FT DRYWELL DETAIL ACTIVE DEPTH =6.80' WQCV:7879.02 GRADE:7884.96 SUMP:7884.04 SOD COVERED LID 2/10/2021 DATE OF PUBLICATION 02/10/21 HPC WOODY CREEK ENGINEERING, LLC P.O. BOX 575 WOODY CREEK, COLORADO 81656 (P): 970-429-8297 WOODYCREEKENGINEERING.COM SM U G G L E R 42 3 N O R T H 2 N D S T AS P E N , C O 8 1 6 1 1 Silt Fence (SF)SC-1 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF-3 Concrete Washout Area (CWA) SC-1 Silt Fence (SF) SF-4 Urban Drainage and Flood Control District November 2010 MM-1 Concrete Washout Area (CWA) Vehicle Tracking Control (VTC)SM-4 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VTC-3 Vehicle Tracking Control (VTC)SM-4 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VTC-5 SM-4 Vehicle Tracking Control (VTC) VTC-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2010 SM-4 Vehicle Tracking Control (VTC) VTC-6 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2010 DETAILS 1 C500