Loading...
HomeMy WebLinkAboutFile Documents.701 Gibson Ave.0086-2021-BRES (57)(1 3 .8 4 ) (1 4 .2 6 ) (1 5 .5 5 ) (1 4 .6 1 ) -4.9% -3.8% (1 5.4 3)(15.05) (1 4 .7 4 ) 2.0% 2.0% 7.9% 2.0% 4.5%0.0%1.0% 2.5% 0.1% 0.0% 0.0% 1.4% 3.9 % 3 .9 % 0 .9 % 0.9% 1 3 .8 1 1 3 .6 3 1 3 .6 3 1 3 .8 3 1 2.0 0 1 3 .2 1 1 2 .0 0 1 3 .2 1 1 2 . 0 0 1 2 .0 013.2 1 1 3 .2 1 1 0 .7 1 1 0 .7 1 1 0 .0 0 11 .00 1 3 .2 1 1 1 .4 1 1 2 .9 4 1 2 .9 7 1 3 .0 6 1 3 .0 4 1 1 .7 9 1 4 .0 8 0.7% 1.9% 14.12 1 4 .5 2 (1 6 .0 9 ) (1 4 .4 1 ) (1 5 .5 4 ) 14.04 (1 4 .1 2 ) (1 4 .2 2 ) (1 4 .1 9 ) (14.10) (16.77) (1 7.0 3 ) (1 7 .5 2 ) S W :1 7 .2 8 (1 7 .5 8 ) (1 7 .5 9 ) (1 7 .6 4 ) S W :1 6.9 8 S W:16.52 S W :1 6.2 9 F L :1 6 .1 2 F L :1 5 .8 7 F L :1 5 .2 6 S W :1 4.4 6 S W :1 4.5 2 S W :1 4 .7 2 S W :1 4.5 9 (1 3 .9 5 ) (1 3 .8 5 ) T B C:14.57 T B C :1 4 .8 2 T B C :1 4 .6 9 T B C :1 4 .5 6 F L :1 4 .8 9 F L :1 4 .5 0 F L :1 4 .5 7 F L :1 4 .3 2 F L :1 4 .1 9 F L :1 4 .0 6 1 4 .6 3 1 4 .9 6 1 5 .3 2 S W :1 7 .7 4 S W :1 7 .5 4 -2.4% - 4 . 0 %T B C :1 7.7 7 TBC:17.48 -3.4% -2.0% -5.0%-4.1%-5 .0 % -7 .7 %- 1 . 0 % (1 6 .2 8 ) (15.9 3) - 2 . 0 % (1 7 .8 0 ) (1 7 .7 8 ) S W :1 6 .8 0 BENCHMARK 7914.66' = ARCH 100'-0" NEW DRIVEWAY PAVERS OVER CONCRETE SLAB WITH RADIANT HEAT ON R10 RIGID INSULATION RE: CIVIL AND LANDSCAPE DRAWINGS FOR DRIVEWAY & SNOWMELT ASSEMBLIES NEW DRIVEWAY PAVERS OVER CONCRETE SLAB WITH RADIANT HEAT ON R10 RIGID INSULATION RE: CIVIL AND LANDSCAPE DRAWINGS NOTE: RADIANT HEAT IN R.O.W. TO BE ZONED SEPARATELY NEW TRENCH DRAIN RE: CIVIL AND LANDSCAPE DRAWINGS 3' - 0 " 23' - 4" EXISTING DRYWELLS RE: CIVIL AND LANDSCAPE DRAWINGS SPRING STREET GIBSON AVENUE 1 0 ' - 0 " 20 ' - 0 " REFER TO LANDSCAPE AND CIVIL FOR PROPOSED WORK IN THE WEST YARD NO PROPOSED CHANGE TO FINISH GRADE FOR 5' AT FACE OF EXISTING BUILDING 185 SF 20' PUBLIC UTILITY EASEMENT, RE: SURVEY SIDE SET BACK 10' WEST PROPERTY LINE SIDE SET BACK 10' EAST PROPERTY LINE REFER TO SURVEY FOR STRUCTURE MAINTENANCE EASEMENT REC NO 607173 LANDSCAPE EASEMENT REC NO 607174 REAR LOT LINE 35" H STEEL PLATE FENCE IN BEACH PEBBLE [RE: LANDSCAPE] 1 5 ' - 0 " REAR SET BACK 15' 15' - 0" NO PROPOSED CHANGE TO EXISTING STAIR *NO PROPOSED WORK, GRADE CHANGES OR LANDSCAPE FEATURES, ARE TO EXCEED 30"H IN SETBACKS 10' - 0" A 1 0 ' - 0 " REAR SET BACK 15' SIDE SET BACK 10' EXISTING 20' SETBACK PER BOA CASE #84-5 NEW EXTERIOR WALL FINISH TO BE IN SAME PLANE AS EXISTING FINISH ABOVE AND NOT TO EXCEED EXISTING CONDITION - NO CHANGE TO EXISTING SET BACK EXISTING 3' SETBACK PER BOA CASE #84-5 FRONT NORTH PROPERTY LINE REAR SOUTH PROPERTY LINE G G B C D E E E E E E ABOVE F H EXISTING FRONT FACADE S T NEW LINE OF LOWER WALL EXTERIOR FINISH EXISTING UPPER LEVEL WALL VI F 7' - 1 1 " SET BACK 10' REAR SET BACK 15' N NEW RADIANT STONE PAVERS ASSEMBLY TO MATCH DRIVEWAY LINE OF NEW CONCRETE SIDEWALK 248 SF NO SNOW MELT 652 SF 171 SF RADIANT HEAT SITE SUMMARY LOT AREA REFER TO SURVEY EASEMENTS REFER TO SURVEY NO CHANGE TO LOT COVERAGE CONTRACTOR TO SUBMIT ALL DETAILS FOR REVIEW AND APPROVAL BEFORE COMMENCEMENT OF WORK FOR ANY STREET CUTS NECESSARY FOR WATER AND SEWER HOOKUPS OR ABANDONMENT. • REFERENCE THE REQUIREMENTS OF THE CITY'S PUBLIC WORKS MANUAL AS WELL AS TRAFFIC CONTROL REQUIREMENTS. • MANHOLES OR OTHER ELEC VAULT LIDS STRUCTURES NEED TO BE CITY OF ASPEN - COORDINATE WITH CITY ENGINEERING 1. PLANTING & IRRIGATION PLAN BY OTHERS. FURTHER DETAILS OF GROUND COVER AND PLANTINGS PENDING THE DESIGN OF THE PROJECT LANDSCAPE DESIGNER. 2. IRRIGATION PLAN PROVIDED BY OTHERS, PENDING PLANTING AND WATER NEEDS AS DESIGNED BY LANDSCAPE DESIGNER. 3. ADJUSTMENTS TO IMPERVIOUS AREA, TURF AREA AND XERICSCAPE AREAS PROPOSED BY THE LANDSCAPE DESIGNER SHOULD BE VERIFIED PER GOVERNING RESTRICTIONS PRIOR TO COMMENCEMENT OF INSTALLATION. 1. REFER TO REFLECTED CEILING PLANS FOR PROPOSED LOCATIONS & HEIGHTS OF EXTERIOR LIGHTING. SITE PLAN NOTES EXISTING GROSS AREAS LOWER 2,038 GSF MAIN 2,867 GSF UPPER 1,761 GSF GARAGE 546 GSF DECKS 1,327 GSF TOTAL 8,539 GSF EXTERIOR SCOPE OF WORK LEGEND LANDSCAPE IMPROVEMENTS -RE: LANDSCAPE DRAWINGS DRIVEWAY IMPROVEMENTS -RE: LANDSCAPE AND CIVIL DRAWINGS FOR NEW PAVER SYSTEM ON SNOWMELT RADIANT HEAT & R10 INSULATION ASSEMBLY RE: A5.00 & A5.01 EXTERIOR ELEVATIONS -EXISTING EXTERIOR WALL FINISH TO BE COVERED WITH NEW FINISH IN SAME PLANE AS EXISTING ABOVE RE: A5.00 & A5.01 EXTERIOR ELEVATIONS -EXISTING MASONRY VENEER TO BE REMOVED AND REPLACED WITH NEW BRICK VENEER IN SAME PLANE AS EXISTING EXTERIOR WALL FINISH EXTERIOR BUILDING ENVELOPE WALL FINISH REPAIR AND RE-FINISH OF SILLS, CRACKS, OPENING FLASHING AND SEALANTS PER RECOMMENDATIONS OF THE IRIS TECHNOLOGIES BUILDING ENVELOPE ASSESSMENT REPORT DATED 02.02.201, TYPICAL AT ALL EXISTING CONDITIONS EXISTING GARAGE DOOR REPLACEMENT WITH NEW -FLUSH PANEL ZINC METAL FINISH REPAIR PERMIT 0017-2021-BREP: SOUTH AND WEST EXISTING OUTDOOR [OVER INTERIOR SPACE] PATIO FLOOR PAVERS; DEFERRED MAINTENANCE AND REPAIR OF EXISTING GRANITE PAVERS, WATERPROOFING, DRAINAGE PLANE, DRAINS AND SAND BED PER RECOMMENDATIONS OF THE IRIS TECHNOLOGIES BUILDING ENVELOPE ASSESSMENT REPORT DATED 02.02.201. PAVER REPAIR AND REPLACEMENT TO MATCH EXISTING GRANITE SPECIES AND PATTERN. NEW GAS GRILL AT SOUTH DECK RE: A3.11 REFLECTED CEILING PLAN -AT EXISTING EXTERIOR ROOF SOFFITS REMOVE [E] SOFFIT FINISH AND REPLACE WITH T&G WOOD TO MATCH ENTRY PORTICO & UPDATE EXISTING LIGHTING IN EXISTING LOCATIONS REPAIR PERMIT 0017-2021-BREP: RE: A3.02 UPPER LEVEL PATIO -MAINTENANCE & RESURFACING OF EXISTING CONCRETE. AFTER INVESTIGATIVE CORE TAKEN POSSIBLE MAINTENANCE PER RECOMMENDATIONS OF THE IRIS TECHNOLOGIES BUILDING ENVELOPE ASSESSMENT REPORT DATED 02.02.201 RE: A3.02 UPPER LEVEL PATIO -REPLACE EXISTING HOT TUB WITH NEW, LESS THAN 64 SF AND CEC CERTIFIED. DIAMOND SPAS MONARCH PORTABLE SPA 86"X86" [32.5 SF] CERTIFIED TO MEET CEC APPLIANCE EFFICIENCY STANDARDS FOR PORTABLE ELECTRIC SPAS NOT USED RE: A3.11 LIVING LEVEL DINING PATIO -NEW EXTERIOR CANVAS ROLL OUT AWNING BY G.C. -STOBAG.CA CAMABOX -METAL COLOR RAL 7039 Quartz Grey AND FABRIC SPEC: SATTLER 314 080 [+/-10'X6'] RE: A3.02 UPPER LEVEL PATIO -BUILT IN PLANTER BOX REDUCES DECK FAR RE: A3.02 UPPER LEVEL PATIO -NEW SLIDING DOOR AND REMOVAL OF CURVED WALL RE: A2.02 & STRUCTURAL DRAWINGS. NOTE ADDED DECK FAR IS A ONE FOR ONE SWAP WITH THE ADDITION OF NEW BUILT IN PLANTER RE: A3.02 UPPER LEVEL PATIO -NEW EXTERIOR CANVAS ROLL OUT AWNING BY G.C. -STOBAG.CA CAMABOX -METAL COLOR RAL 7039 Quartz Grey FABRIC SPEC: SATTLER 314 080 METAL [+/-14'X8'] CENTERED ON GUEST BED WINDOW REPAIR PERMIT 0017-2021-BREP: RE: A3.01 REPAIR DAMAGED EXISTING EXTERIOR PATIO RAILING WALL FINISHES AND REPLACE STONE WALL CAPS [TYP ALL SOUTH PATIO RAILING WALL LOCATIONS] PER RECOMMENDATIONS OF THE IRIS TECHNOLOGIES BUILDING ENVELOPE ASSESSMENT REPORT DATED 02.02.201 REPAIR PERMIT 0017-2021-BREP: RE: A3.02 REPAIR DAMAGED EXTERIOR WALL FINISHES AND REPLACE STUCCO WALL CAPS [TYP ALL SOUTH PATIO RAILING WALL LOCATIONS] PER RECOMMENDATIONS OF THE IRIS TECHNOLOGIES BUILDING ENVELOPE ASSESSMENT REPORT DATED 02.02.201 A B C D E F G H J K L M N P Q R S T EXT.INT. EXISTING STUCCO AT FRONT SETBACKS • EXISTING EXTERIOR WALL FRAMING AND SHEATHING • BUILDING WRAP • VARIED FROM 5/8" TO 1 1/2" EPS FOAM • 1/2" CEMENTITIOUS STUCCO VARIES FROM 1 3/8" 2 1/4" EXT.INT. PROPOSED STUCCO AT FRONT SETBACKS • EXISTING EXTERIOR WALL FRAMING AND SHEATHING • TYVEK BUILDING WRAP • 3/4" XPS 'BLUE BOARD' FOAM [REPLACED EXISTING EPS] • DRAINAGE MAT (DRIWALL RAINSCREEN) • DIAMOND LATHE • CEMENTITOUS BROWN + FINISH COAT EXISTING THICKNESS OF FINISH ASSEMLBY TO MATCH EXISTING REMOVED 1 3/8" INT. PROPOSED MASONRY AT FRONT SETBACKS • EXISTING EXTERIOR WALL FRAMING AND SHEATHING • 2" FURRING • 1 1/2" ZIP SHEATHING INSULATION BOARD • BUILDING WRAP & DRAINAGE BOARD • 1 3/8" AIR GAP & MASONRY ANCHORS • 3 5/8" BRICK MASONRY WITH WEEPS AT BASE 8 1/2" INT. PROPOSED WOOD AT FRONT SETBACKS • EXISTING EXTERIOR WALL FRAMING AND SHEATHING • LIQUID APPLIED AIR BARRIER • CORAVENT STURDI- BATTEN • 3/4" WOOD T&G BOARDS • NEW CLOSED CELL SPRAY FOAM INSULATION IN STUD CAVITY -RETRO FILLED 1 1/4" EXT. EXT.INT. EXISTING MASONRY AT NORTH GARAGE WALL SETBACK EASEMENT • EXISTING EXTERIOR WALL FRAMING AND SHEATHING • BUILDING WRAP • 2" FURRING • 1" INSULATION BOARD • 1/2" PLYWOOD • 1 3/8" AIR GAP & MASONRY ANCHORS • 3 5/8" BRICK MASONRY 3 5/8" 1 3/8" 1/2" 1 1/2" 1 1/2" 5" 8 1/2" PROJECT 417 MAIN ST. SUITE B CARBONDALE, CO. 81623 970.340.8211 | INFO@BLDGSEED.COM CONSULTANTS STAMP © COPYRIGHT 2021 - ALL MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL UNPUBLISHED WORK OF BLDG SEED ARCHITECTS AND MAY NOT BE DUPLICATED, USED OR DISCLOSE WITHOUT THE WRITTEN CONSENT OF BLDG SEED ARCHITECTS. 12/14/2021 4:19:42 PM A1.02 2029 SITE PLAN BAUHAUS ON GIBSON 701 GIBSON AVE ASPEN, CO 81611 1/8" = 1'-0"1 SITE PLAN PROJECT N N O R T H DESIGN BUILD NOTE [REFERENCE REPAIR PERMIT 0017-2021-BREP AND 0068-2021-BCHO]: EXTERIOR / NECESSARY REPAIRS AND WATER INFILTRATION CONCERNS TO BE ADDRESSED BASED ON EXPLORATORY DEMO FINDINGS SUBSEQUENT TO THIS SCOPE OF WORK AND PER THE BUILDING ENVELOPE ASSESSMENT AND RECOMMENDATIONS OF IRIS TECHNOLOGIES. GENERAL CONTRACTOR TO OVERSEE FORENSIC INVESTIGATION AND MAKE REPAIRS AS APPROVED BY THE BUILDING OWNER AND RECOMMENDED BY IRIS TECHNOLOGIES.SHOULD SUBSTANTIAL REPAIRS BE NEEDED OR DESIRED, A CHANGE ORDER WITH THE CITY OF ASPEN SHOULD BE ISSUED BASED ON THE FINDINGS AND SCOPE OF WORK ANTICIPATED. GENERAL CONTRACTOR TO COORDINATE REFINISHING, REPLACEMENT OF FINISHED MATERIALS, AND REPAIRS OF EXTERIOR IN SEQUENCE OR WORK RESULTANT FOR EXPLORATORY DEMO INVESTIGATIONS AND RECOMMENDED REPAIRS. 1 1/2" = 1'-0"5 EXISTING STUCCO VENEER 1 1/2" = 1'-0"6 PROPOSED STUCCO VENEER 1 1/2" = 1'-0"4 PROPOSED MASONRY VENEER 1 1/2" = 1'-0"7 PROPOSED WOOD VENEER 1 1/2" = 1'-0"3 EXISTING MASONRY VENEER ISSUE DATE FOR CONSTRUCTION PERMIT 05-03-2021 95% CONSTRUCTION DOCUMENTS 07-02-2021 HILL HOUSE CONDOMINIUM REVIEW 03-18-2021 DRAFT PERMIT SET OWNER REVIEW 03-12-2021 RDS REVIEW 04-23-2021 RESPONSE TO COMMENTS 10-22-2021