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File Documents.222 Cleveland St.0027.2017 (12).ARBU
SEMBLER RESIDENCE DECK ADDITION ASPEN, COLORADO POSS ARCHITECTURE+PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T197 0/925 4T 551 F197 0/920 2950 i J RESIDENTIAL DESIGN STANDARDS APP. 103 02016 BARCHHE REANNDPILANDIxc.PcDECEMBER 09, 2016 3 c 0 d Co 0 EEC 0 MA MAD c �3 m c` CIA c E CoCicd E Co 0 0 ABBREVIATIONS A.F.F. above finished floor ACOUS. acoustical ADD. addendum ADDTL. additional ADJ. adjustable AGE. aggregate A/C air conditioning ALT. alternate ALUM. aluminum A.I.A. American Institute B.O.F. of Architects A.B. anchor bolt APPROX. approximate ARCH. architect (ural) A.S.I. architect's CLO. supplemental COL. instructions ASPH. asphalt AUTO. automatic BSMT. basement BM. beam ERG. bearing BTWN. between BITUM. bituminous BLK. block BLKG. blocking BD. board B&B board and batten BTM. bottom B.O. bottom of B.O.F. bottom of footing BLDG. building CAB. cabinet CANT. cantileveded) CPT. carpet CSMT. Casement CLG. ceiling C.J. control joint CEM. channel C.B.U. cementiticus DIV. backer unit CHNL. center CTR. center C.L. center line CM centimeter CER. ceramic CUR. clear(ance) CLO. closet COL. column COMB. combustion GONG. concrete C.M.U. concrete masonry unit CONST. construction C.D. construction documents CONT. continuous CONTR. contract/contractor CORR. corrugated CU.FT. cubic foot CUND. cubic yard D deep D.L. dead load DEMOL. demolish DEP. depress (ed) D.D. design development DTL. detail DIA. diameter DIAG. diagonal DIV. division DOC. document DR. door D.H. double hung DN. down D.S. downspout DWR. drawer DWG. drawing D.W. dishwasher EA. each E east ELEC. electric fall EL. elevation ELEV. elevator ENCL. enclose lure) ENG. engineer EQ. equal EQUIP. equipment EXH. exhaust EXIST. existing EXP, expansion EXT. exterior EXTN. extend, extension E.I.F.S. exterior insulation FRMG. finish system F.O. face of F.O.C. face of concrete F.O.S. face of stud FIN. finish (ed) FIN.FLR. finished floor F.P. fire place F.R. fire resistance rating FLSHG. flashing FLEX. flexible FLR. floor F.A.R. floor area ratio F.D. floor drain FLUOR. fluorescent FTG. footing END. foundation FRMG. framing FRZ. freezer GA. guage G.A. Gypsum Association GALV. galvanized GSKT. gasket G.C. general contractor GL. glass/glazing(glazed) G.W.B. gypsum wall board GYFC. gyperete Gi gypsum plaster GYP.T gypsum tile H/C handicap accessible HOW. hardware HDR. header HTG. heating HVAC heating/ventilation/ MAX. air conditioning H. high HT. height H. PT. high point HEX. hexagonal H.B. hose bibb H.C. hollow core H.M. hollow metal HORIZ. horizontal HR. hour H.W.H. hot water heater INCL. include ling) I.D. inside diameter INSUL. insulation INT. interior INTERN. intermediate INV. invert JT. joint LIST. joist KIT. kitchen K.O. knock out LBL. label LAB laboratory LAM. laminate(d) LAV. lavatory L.H. left hand LT. light LT.WT. light weight LTL. lintel L.L. live load Ii low point M.H. manhole MFR. manufacture(er) MAS. masonry M.O. masonry opening MATL. material MAX. maximum MECH. mechanical MED. medium M.BR. master bedroom MEMB. membrane MEZZ. mezzanine NTL. metal M meter MM millimeter MIN. minimum MISC. miscellaneous MOD. modular MLDG. moulding MT. mount MTD. mounted MULL. mullion NAT. natural N.R. noise reduction N.R.C. noise reduction OPP.H. coefficient NOM. nominal N north NFPA National Fire O.H. Protection Association N.I.C. not in contract N.T.S. not to scale O.C. on center OPNG. opening OPP. opposite OPP.H. opposite hand OPP.S. opposite surface O.D. outside diameter OA. overall O.H. overhead O.S.H.A. Occupational Safety PLYWD. & Health Administration PTD. painted PHIL. panel PAR. parallel PKG. parking PERF. perforated PERIM. perimeter PLAS. plaster P.LAM. plastic laminate PL. plate PLYWD. plywood PT. point P.T. pressure treated PVC polyvinyl chloride Pi powder PLF pounds per lineal foot PSF pounds per square foot PSI pounds per square inch P.C.CONC. precast concrete PREFAB. prefabricated PREFIN. prefinished Q.T. quarry tile RAD. radius/radiant REF. reference/refer to RFL. reflect (ed) five) (or) REFR. refrigerator REG. register REINE. reinforce (ad) R.C.P. reflected ceiling plan R.F.I. request for information R.F.P. request for proposal READ. required R.A. return air REV. revis (e) (ed) (ion) R.H. right hand (ed) R.O.W. right of way R. riser R.D. roof drain RM. room R.O. rough opening R.S. rough sawn SCHED. schedule SECT. section SHTHG. sheathing SHT. sheet SIM. similar S.D. smoke detector/ V.C.T. storm drain (site) / T.P.H. schematic design S.C. solid core S.T.C. sound transmission T&G coefficient S south SPKR. speaker SPEC. specification (s) SQ. square ST. STL. stainless steel STD. standard STA. station STND. SM. standing seam STL. steel STOR. storage STRUCT. structure/structural SUSP. suspended SYM. symmetrical SYS. system TEL. telephone T.V. television THK. thick(ness) THR. threshold T.B.D. to be determined T.P.D. toilet paper V.C.T. dispenser T.P.H. toiletPaP er W/ holder TOL. tolerance T&G tongue and groove T.O.C. top of column 4th top of concrete T.O.F. top of footing T.O.L. top of ledge T.O.J. top of joist T.O.S. top of slab T.O.W. top of wall T.B. towel bar T tread TYR typical T.R. towel ring U.B.C. Uniform Building Code UC. undercut UNFIN. unfinished U.N.O. unless noted V.G. otherwise UL Underwriters V.C.T. Laboratories, Inc. V.R. vapor retarder VAR. varies/variable VERT. vertical VEST. vestibule V.G. vertical grain V.I.F. verify in field V.C.T. vinyl composition tile VNR. veneer WSCT. wainscot W.C. water closet W.P. waterproofing W.W.F. welded wire fabric W.W.M. welded wire mesh W west W. width/wide WDW. window W/ with W/0 without WD. wood W.PT. working point SYMBOLS USED AS ABBREVIATIONS: 2 angle LIVING ROOM centerline C channel d penny L perpendicular PL plate 0 diameter L angle NUMERICAL SYMBOLS USED AS ABBREVIATIONS: 1st first 2nd second 3rd third 4th fourth 5th fifth 6th sixth 7th seventh 8th eighth ARCHITECTURAL SYMBOLS O NORTH EXISTING CONTOURS (EL. NOTED ON HIGH SIDE) NEW CONTOURS (EL. NOTED ON HIGH SIDE) +-' TOPO SPOT +• ELEVATION - EXISTING X OTOED SPOT ELEVATION ELEVATION -NEW X KEYNOTE F'XXX' - NOTE IF / A1.00' - SHT. All LEGEND) 88 WINDOW TYPE IDENTIFICATION O ("XX' -TYPE /'1' -SUB -TYPES WALL SECTION KEYING XX ('88- - DWG. # 1'A5.X" - SHT. #) A-3XX BUILDING SECTION KEYING XX ("A' -DWG. If /'4.XX' -SHT. #) XX A-3XX A-3XX DETAIL KEYING DWG. # / 116.XX' - SHT. #) A-5XX DOOR NUMBER e('XXX'- RM. #/ 'Ai -DR. ID.) A N INTERIOR ELEVATION KEYING W xxx E ("1' - EL. ID. /'A7.1' - SHT. #) A-2Xx S S 1 4A -2X 2 3 CONSTRUCTION TYPE (lap -1' -TYPE /'##" -KEYNOTE) MATERIAL INDICATIONS ROOM NAME LIVING ROOM AND NUMBER 000 THE CONTRACT FOR CONSTRUCTION", 1997 AND Telephone: 970-928-0135 FLOOR PLAN DISTURBED SPOT ELEVATIONS BLKG-CONTINUOUS (BUILDING) T. O. FINISH BLCKIG- EL. 100'-0' THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH KEYNOTE F'XXX' - NOTE IF / A1.00' - SHT. All LEGEND) 88 WINDOW TYPE IDENTIFICATION O ("XX' -TYPE /'1' -SUB -TYPES WALL SECTION KEYING XX ('88- - DWG. # 1'A5.X" - SHT. #) A-3XX BUILDING SECTION KEYING XX ("A' -DWG. If /'4.XX' -SHT. #) XX A-3XX A-3XX DETAIL KEYING DWG. # / 116.XX' - SHT. #) A-5XX DOOR NUMBER e('XXX'- RM. #/ 'Ai -DR. ID.) A N INTERIOR ELEVATION KEYING W xxx E ("1' - EL. ID. /'A7.1' - SHT. #) A-2Xx S S 1 4A -2X 2 3 CONSTRUCTION TYPE (lap -1' -TYPE /'##" -KEYNOTE) MATERIAL INDICATIONS THE AIA DOCUMENT A201 'GENERAL CONDITIONS OF EARTHWORK: ALL WORK SHALL BE ERECTED PLUMB AND TRUE -TO - CARPENTRY: THE CONTRACT FOR CONSTRUCTION", 1997 AND Telephone: 970-928-0135 ROUGH FRAMING/ DISTURBED III=III=III BLKG-CONTINUOUS UNDISTURBED e-mail: www.glenwoodstructural.org BLCKIG- DRAWING INDEX THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH DISCONN NUOUS STONE/GRAVEL UPPER LEVEL PROPOSED PLAN DIMENSIONAL POROUS FILL OFFICE OF THE ARCHITECT FOR REFERENCE DURING 2 a LUMBER A202 PROPOSED ELEVATIONS PLYWOOD PROPOSED BUILDING SECTIONS A302 FINISH H. CARPENTRY MASONRY: FIREBRICK ® THERMAL PROTECTION: BRICK OF INSPECTION AS REQUIRED BY THE APPLICABLE CODE BATT/BLANKET THE CONTRACT DOCUMENTS CONSIST OF THE LOOSE FILL STONE AGREEMENT, THE GENERAL CONDITIONS, RIGID CONCRETE FIBER BOARD MASONRY UNIT CAST IN PLACE O SPRAYED FOAM & PRE CAST DRAWINGS, SPECIFICATIONS, ADDENDA, AND GROUT / MORTAR,:^ GLAZING: SAFETY AND CARE OF ADJACENT PROPERTIES DURING SUPPLEMENTARY DOCUMENTS AS ISSUED BY THE GLASS SAND CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND CAULK and SEALANT: STATE O.S.H.A. REGULATIONS, AND FOR THE SEALANT SUPPLEMENTARY CONDITIONS OF THE CONTRACT. W/ BACKER ROD METAL: DRAWINGS AND SPECIFICATIONS ARE COOPERATIVE JOINT FILLER ALUMINUM AND CONTINUOUS. WORK INDICATED OR REASONABLY STEEL- PLASTER/BACKING BOARDS: LARGE SCALE act SCALE L0 SCALE LATH STEEL -PLASTER FULLY COVERED BY BOTH. SMALL SCALE GYPSUM ANY DISCREPANCY BETWEEN THE CONTRACT WALLBOARD DENOTES NOT TO SCALE. CEMENTTIOUS BACKER UNIT BACKER GENERAL NOTES PROJECT DIRECTORY A. THE AIA DOCUMENT A201 'GENERAL CONDITIONS OF G. ALL WORK SHALL BE ERECTED PLUMB AND TRUE -TO - GLENWOOD SPRINGS, COLORADO 81601 THE CONTRACT FOR CONSTRUCTION", 1997 AND Telephone: 970-928-0135 LINE IN ACCORDANCE WITH BEST PRACTICES OF THE Fax: SUPPLEMENTARY CONDITIONS, AS PREPARED BY THE Contact: Adolfo Gorm TRADE, MANUFACTURER'S RECOMMENDATIONS FOR e-mail: www.glenwoodstructural.org ARCHITECT, ARE HEREBY MADE A PART OF THESE DRAWING INDEX THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH MAIN LEVEL PROPOSED PLAN CONTRACT DOCUMENTS, AND ARE ON FILE AT THE UPPER LEVEL PROPOSED PLAN THE DRAWINGS. PROPOSED ROOF PLAN OFFICE OF THE ARCHITECT FOR REFERENCE DURING PROPOSED ELEVATIONS A202 PROPOSED ELEVATIONS REGULAR BUSINESS HOURS. PROPOSED BUILDING SECTIONS A302 PROPOSED BUILDING SECTIONS H. THE LOCAL GOVERNMENT AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE APPLICABLE CODE B. THE CONTRACT DOCUMENTS CONSIST OF THE OR BY ANY CODE OR ORDINANCE. AGREEMENT, THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, GENERAL PROVISIONS, I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAWINGS, SPECIFICATIONS, ADDENDA, AND SAFETY AND CARE OF ADJACENT PROPERTIES DURING SUPPLEMENTARY DOCUMENTS AS ISSUED BY THE CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND ARCHITECT IN ACCORDANCE WITH THE GENERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE SUPPLEMENTARY CONDITIONS OF THE CONTRACT. PROTECTION OF ALL WORK UNTIL IT IS DELIVERED DRAWINGS AND SPECIFICATIONS ARE COOPERATIVE COMPLETED TO THE OWNER. AND CONTINUOUS. WORK INDICATED OR REASONABLY IMPLIED IN EITHER SHALL BE PROVIDED AS THOUGH J ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER FULLY COVERED BY BOTH. SCALED DIMENSIONS. DIMENSIONS NOTED'N.T.S.' ANY DISCREPANCY BETWEEN THE CONTRACT DENOTES NOT TO SCALE. DOCUMENTS SHOULD BE REPORTED TO THE OFFICE OF THE ARCHITECT IMMEDIATELY. K. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS G ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, CODES AND ORDINANCES, AND SHALL BE PERFORMED PLUMBING, ELECTRICAL AND OTHER DISCIPLINE TO THE HIGHEST STANDARDS OF CRAFTMANSHIP BY DRAWINGS AND SPECIFICATIONS, AS WELL AS EXISTING JOURNEYMEN OF THE APPROPRIATE TRADES. THE CONDITIONS. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE WEATHERTIGHTNESS OF ALL COMPLETED CONSTRUCTION. L. CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. THE CONTRACTOR SHALL D. THE CONTRACT DOCUMENTS ARE INTENDED TO CONTACT THE ARCHITECT FOR ANY CLARIFICATIONS. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND THE CONTRACTOR SHALL NOT EXCLUDE FROM HIS BID, SERVICES REQUIRED TO COMPLETE ALL WORK ANY ITEMS, AS NOTED IN THE CONTRACT DOCUMENTS, DESCRIBED THEREIN. IT IS THE RESPONSIBILITY OF WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR'S CLARIFICATIONS SHALL ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT NOT OMIT, CHANGE OR REDUCE THE QUALITY OF CONSTRUCTION ACCORDING TO THE INTENTIONS OF CONSTRUCTION, AS INDICATED BY THE CONTRACT THESE DOCUMENTS. THE ARCHITECT SHALL PROVIDE DOCUMENTS. SUPPLEMENTAL INFORMATION REGARDING DESIGN INTENT WHERE ACCOMODATIONS FOR EXISTING CONDITIONS OR WHERE SUFFICIENT INFORMATION IS M. VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH ABSENT FROM THE CONTRACT DOCUMENTS, IN EXISTING JOB CONDITIONS BEFORE STARTING ACCORDANCE WITH THE GENERAL CONDITIONS. CONSTRUCTION. E. ANY PROPOSED SUBSTITUTION OF SPECIFIED N. WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE MATERIALS/PRODUCTS SHALL BE PRESENTED TO THE DISTURBED, SUCH AREAS SHALL BE REFINISHED TO ARCHITECT FOR REVIEW, IN ACCORDANCE WITH MATCH THE AREA PRIOR TO THE DISTURBANCE. PROCEDURES DESCRIBED IN THE GENERAL 0. TH E CONTRACTOR SHALL CH ECK AND VERI FY THE CONDITIONS. SUBSTITUTIONS WILL BE CONSIDERED CONTRACT DOCUMENTS WITH FI ELD CONDITIONS, ONLY IF A MORE ADVANTAGEOUS DELIVERY DATE OR CONFIRMING THAT ALL WORK IS BUILDABLE AS AS LESSER COST, WITH CREDIT TO THE OWNER, ARE SHOWN, PRIOR TO PROCEEDING WITH THE WORK. THE PROVIDED WITHOUT SACRIFICING QUALITY, CONTRACTOR SHALL NOTIFY THE ARCHITECT APPEARANCE, AND/OR FUNCTION. UNDER NO IMMEDIATELY IF ANY DISCREPANCIES EXIST, PRIOR TO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED COMMENCEMENT OF WORK, OR AS SOON AS POSSIBLE, TO PROVE THAT A PRODUCT PROPOSED FOR THEREAFTER. SUBSTITUTION IS OR IS NOT EQUAL TO THE QUALITY OF THE PRODUCT SPECIFIED. INITIATING A REQUEST FOR P. EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING, SUBSTITUTION DOES NOT AUTHORIZE THE CONTRACTOR OR FITTING IS NOT NECESSARILY INDIVIDUALLLY TO CHANGE THE SPECIFIED PRODUCT, UNTILTHE DESCRIBED IN THE CONTRACT DOCUMENTS. NO ARCHITECT HAS APPROVED THE SUBSTITUTION. SPECIFIC DESCRIPTION OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY ACCOMODATE THE F. SUBMIT SHOP DRAWINGS, CUT SHEETS AND SAMPLES SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR WHEN REQUIRED, FOR REVIEW BY THE ARCHITECT FROM THE RESPONSIBILITY TO PERFORM SUCH WORK PRIOR TO COMMENCING WITH RELATED WORK. ALL AS REQUIRED. WORK RELATED TO SUCH SAMPLES SHALL CONFORM WITH REVIEWED AND ACCEPTED SAMPLES. WORK Q. ANY QU ESTIONS REGARDI NG THE I INTENT OF THE WHICH DOES NOT CONFORM SHALL BE REMOVED AND DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED REPLACED AT THE CONTRACTOR'S EXPENSE. WITH THE ARCHITECT PRIOR TO ORDERING MATERIALS SUB -CONTRACTORS SHALL SUBMIT ALL SUBMITTALS OR PROCEEDING WITH THE RELATED WORK. ALL AND SAMPLES FOR REVIEW THROUGH THE GENERAL QUESTIONS SHALL BE IN THE FORM OF A REQUEST FOR CONTRACTOR. ALL SUBMITTALS AND SAMPLES SHALL INFORMATION IN ACCORDANCE WITH PROCEDURES AS BE SUBMITTED IN SUCH A MANNER, AS TO ALLOW NOTED IN DIVISION ONE (1) OF THE PROJECT MANUAL. ADEQUATE TIME FOR REVIEW, AS NOTED IN THE SPECIFICATIONS, AND AS NOTTO DELAY WORK IN R. ALL ITEMS ARE NEW UNLESS CALLED OUTAS'EXISTING' PROGRESS. BUILDING/ ZONING DATA PROJECT DESCRIPTION: EXISTING DECK REMODEL. REMOVING PARTIAL DECKAND ALLOCATING IT FOR A NEW DECK ADDITION. LEGAL DESCRIPTION: FELLMAN LOT SPLIT LOT:1 CITY OF ASPEN, PITKIN COUNTY, COLORADO PARCEL I.D.# 273718204004 222 S CLEVELAND ST. ASPEN, COLORADO ZONING CODE ANALYSIS: ZONING: RESIDENTIAL MULTI -FAMILY (RMF) FRONT YARD SETBACK= 10 FT. SIDE YARD SETBACKS = 5 FT. BACK YARD SETBACKS (AT GARAGE) = 5 Fr. GROSS LOT AREA = 50% MINUS 1% FOR EACH ADDITIONAL 300 SQ.FT. OF GROSS LOT AREA, TO A MAXIMUM SITE COVERAGE OF 40%. MAXIMUM HEIGHT =25 FT. BUILDING CODE ANALYSIS: OCCUPANCY TYPE: Rper IRC APPLICABLE CODES: 2009 IRC, 2009 IMC, 2009 IFC, 2009 IFGC, 2009 IPC, Ordinance 11: Adoption 2009 IECC, 2014 NEC all as adopted by the city of Aspen Ordinance 31 series 2011 OWNER: BRENT SEMBLER 5858 CENTRAL AVE. ST. PETERSBURG, FLORIDA 33707 ARCHITECT: BILL FOSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P. C. 605 EAST MAIN STREET ASPEN, COLORADO 81611 Telephone: 970-925-4755 Fax: 970-920-2950 Contact: Joel Harries e-mail: jharriesidbillposs.com STRUCTURAL: GENERAL CONTRACTOR GLENWOOD STRUCTURAL & CIVIL, INC. ASPEN CONSTRUCTION INC. 812 PITKIN AVENUE 111 ASPEN BUSINESS CENTER, SUITE B GLENWOOD SPRINGS, COLORADO 81601 ASPEN, COLORADO 81611 Telephone: 970-928-0135 Telephone: 970-379-9331 Fax: Fax: Contact: Adolfo Gorm Contact: DIVID MILLER e-mail: www.glenwoodstructural.org e-mail: d.miller0aciaspen.com DRAWING INDEX A105 G001 GENERAL INFORMATION ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A002 DECK AREA CALCULATIONS A101 LOWER LEVEL DEMO PLAN AND EXISTING PLAN A102 MAIN LEVEL DEMO PLAN AND EXISTING PLAN A103 UPPER LEVEL DEMO AND EXISTING PLAN A104 LOWER LEVEL PROPOSED PLAN A105 MAIN LEVEL PROPOSED PLAN A106 UPPER LEVEL PROPOSED PLAN A107 PROPOSED ROOF PLAN A201 PROPOSED ELEVATIONS A202 PROPOSED ELEVATIONS A301 PROPOSED BUILDING SECTIONS A302 PROPOSED BUILDING SECTIONS VICINITY MAP STRUCTURAL Sl.l GEN. NOTES, SPECIAL INSPECTIONS, LEGEND & INDEX S2.1 EXISTING FOUNDATION PLAN S2.2 EXISTING FIRST FLOOR FRAMING PLAN S2.3 EXISTING SECOND FLOOR FRAMING PLAN S2.4 EXISTING ROOF FRAMING PLAN S2.5 PROPOSED FOUNDATION PLAN & FOUNDATION DETAILS S2.6 PROPOSED FIRST FLOOR FRAMING PLAN S2.7 PROPOSED SECOND FLOOR FRAMING PLAN S2.8 PROPOSED ROOF FRAMING PLAN S4.1 STEEL DETAILS S4.2 FRAMING DETAILS 1006 1016 1046 1016 F rgJ�,K7Ns PROJECT SITE 222 S. CLEVELAND 222 1011 ) 69 1015 tot] l 1021 2 1026 tJ s 212 1014 1022 1006 1010 1006 1016 1018 1020 1061 poss ARCHITECTURE + PLANNING SOS EAST MAIN STREET ASPEN, COLORADO 81611 IT) 970/925 4755 (EI 970/920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: G001_Otmenal Inf nnoutr xrI SHEET TITLE GENERAL G001 © 2016 FRCNRECNAf AAND%RTES ,P.C. 11E INFORNIL 1CX AND DOM N1EXI CONTAINED M ran WcuA[MlsmE PROPERttOf AILLPWRANDASRCLMIFS /RCNnfLPFfNID NNINING PC. NO POR10iM51XECPYAIV]X MIYBEDSm WTXODIMEEApANAnRX FERM65ION OF DILL POS AND ASSCCMI6, ARCLI ECNRE AND PLANNING PC. DILL PoSSAND PSSOCMRS AACNIIfCNAENONPIHHG P.C.SNALLAnNN ALL CON MON NW STAMOPY AND UPPER AESERND AMHf 5, INCLUDING cDPrAIGM THEMEEM FELLMAN LOT SPLIT222 S CLEVELAND ST ASPENSEMBLER BRENT & DEBBIE5858 CENTRAL AVEST PETERSBURG, FL 33707ASSESSOR PARCELNo. 2737-182-04-004CIMARRON TOWNHOMES CONDO ASSOC COMMON AREA 1015 E HOPKINS AVE ASPEN, CO 81611 ASSESSOR PARCEL No. 2737-182-04-800 NORTH 1/2 OF LOTS K, L, & M.BLOCK 33, EAST ASPEN ADDITION212 S CLEVELAND ST ASPENPINE GLEN TOWNHOUSE CONDO ASSOCIATIONCOMMON AREAASPEN, CO 81611ASSESSOR PARCELNo. 2737-181-47-800BLOCK 33^ϳϱΣϬϵΖϭϭΗ 75.00'20.90'LOT ALOT BLOT CLOT DLOT KLOT LLOT MLOT NFOUND #5 REBAR& 1.25" PLASTIC CAPL.S. 9184 Z^EϰϳΣ ϭ͘ϮΖFOUND #5 REBAR& 1.25" PLASTIC CAPL.S. 9184 Z^EϲϲΣ Ϭ͘ϵΖHOPKINS AVENUEFOUND #5 REBAR& 1.25" PLASTIC CAPL.S. 24303 Z^EϭϮΣtϯ͘ϬΖFOUND #5 REBAR& 1.25" PLASTIC CAPL.S. 24303 Z^EϯϯΣ Ϭ͘ϳΖ^ϳϱΣϬϵΖϭϭΗ 75.00'^ϭϰΣϱϬΖϰϵΗt100.00'^ϭϰΣϱϬΖϰϵΗt 100.00'MAIL BOXIN ROCKCOLUMNPROJECT BENCHMARKSET #5 REBAR& 1.25" PLASTIC CAPL.S. 28643 (3.0' WITNESS)ELEVATION = 7934.15'20.90' RIGHT OF WAYCONCRETE CURB & GUTTERCONCRETE CURB & GUTTERCONCRETE WALKCONCRETE WALKCONCRETE WALK FOUND #5 REBAR& 1.25" PLASTIC CAPL.S. 2376(SOUTHEAST CORNERLOT O, BLOCK 33)FOUND #5 REBAR& 1.25" PLASTIC CAPL.S. 15710(SOUTHEAST CORNERLOT E, BLOCK 33)EDGE OF PLOWED SNOWEϳϬΣϮϰΖϯϲΗt385.74'EϰϮΣϬϯΖϮϭΗ 840.01'CONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CITY OF ASPENGPS CONTROL MONUMENTGPS-4 (WEST END & HOPKINS)^ϭϰΣϰϵΖϯϬΗt 878.95'STOP/PARKINGSIGNPARKINGSIGNNO OUTLET/PARKINGSIGNPARKINGSIGNWOOD PRIVACY FENCECONCRETE DRIVECONCRETE WALK GATEHVACUNIT20.90'75.00' RIGHT OF WAYCLEVELAND AVENUE75.32' RIGHT OF WAY WOOD DECK14 RISERS CONCRETE STEPS DOWN WINDOW WELL WINDOW WELLCONCRETESTEPSDOWN CONCRETE WALL ROCKCOLUMN(TYP.)CONCRETESTEPSDOWNSTONELANDING/STEPSDOWNCONC.LANDWOODSTEPSL & E PROPERTIES LTD3701 S NARCISSUS WAYDENVER, CO 80237ASSESSOR PARCELNo. 2737-182-04-003LOT 17,500 sq. ft.0.172 acres^ϳϱΣϬϵΖϭϭΗ 75.00'EϭϰΣϱϬΖϰϵΗ 120.96' BASIS OF BEARING 33.5'14.5'2.0'3.9'7.4'5.7'11.0'3.4' 18.9'6.5'24.5'15.2'6.9'9.2' 42.4'3.9'2.0'6.5'6.8'18.7'11.13'18.6'22.8'23.0'17.0' 17.0' 16.2' 16.2' PRIVACY FENCESET #5 REBAR& 1.25" PLASTIC CAPL.S. 28643 (TYP.)FINISHFLOOR7940.9'FINISHDECK7940.7'FINISH FLOOR LOWER LEVEL 7927.4'FINISH FLOORGARAGE AT DOOR7937.4'LOGCOLUMNCONCRETELANDINGCITY OF ASPENGPS CONTROL MONUMENTGPS-1 (WEST END & DURANT)CITY OF ASPENGPS CONTROL MONUMENTGPS-1 (WEST END & DURANT)STORM INLETFULL OF ICEPROPERTY DESCRIPTIONLot 1,Fellman Lot Splitaccording to the Plat thereof recordedOctober 31, 1994 in Plat Book 35 at Page 67as Reception No. 375935,City of AspenCounty of PitkinState of ColoradoIMPROVEMENT SURVEY PLAT EXISTING CONDITIONS/TOPOGRAPHICAL MAP OF:SHEET 1 OF 1LOT 1, FELLMAN LOT SPLITA PARCEL OF LAND SITUATED IN SECTION 13TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADONOTES1) Date of Survey: November -December 2015, on site field review November 2, 2016.2) Date of Preparation: December 2015, update November 7, 2016.ϯͿĂƐŝƐŽĨĞĂƌŝŶŐ͗ďĞĂƌŝŶŐŽĨEϭϰΣϱϬΖϰϵΗtďĞƚǁĞĞŶƚŚĞĨŽƵŶĚηϱƌĞďĂƌand 1.25" plastic cap L.S. 2376 monumenting the southeast boundary corner of Lot O,Block 33 and the found #5 rebar and 1.25" plastic cap L.S. 15710 monumenting thesoutheast boundary corner of Lot E, Block 33.This survey's basis of bearing was established to be consistent with the original surveyorof record for the Fellman Lot Split Plat (L.S. 2376). The Lot corners in Block 33monumented by L.S. 2376 and monuments established on the East Aspen AffordableHousing Subdivision Plat which utilized L.S. 2376 monuments were found to beconsistent with each other and consistent with other City of Aspen Block/Lot cornersmonuments per the 1959 Official Map of the City of Aspen outlined in note 4.4) Basis of Survey: The Plat of entry by the Mayor of Aspen of East Aspen Addition andHughes Addition prepared by G.E. Buchanan and recorded August 24, 1959 in Plat Book2 at Page 252 as Reception No. 108453,The Official Map, City of Aspen, prepared by G.E.Buchanan dated December 12, 1959, The Fellman Lot Split Plat recorded October 31,1994 in Plat Book 35 at Page 67 as Reception No. 375935, The Condominium Plat forCimarron Townhomes recorded November 8, 1996 in Plat Book 40 at Page 87 asReception No. 398935, The Final Plat of East Hopkins Affordable Housing SubdivisionRecorded July 13, 1994 in Plat Book 34 at Page 89 as Reception No. 372230.The VanDeusen Condominium Plat recorded October 24, 1995 in Plat Book 38 at Page 43 asReception No. 386672, The Condominium Map of Pine Glen Townhomes recorded July3, 1993 in Plat Book 32 at Page 6 as Reception No. 358407.The condominium Map of Ten Sixteen Hyman Condominiums recorded August 17, 1979in Plat Book 8 at Page 31 as Reception No. 217210 , various documents of record, andthe found monuments, as shown.5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) todetermine ownership or easements of record. For all information regarding easements,rights of way and/or title of record, SE relied upon the above said items described innote 4 and the title commitment prepared by Pitkin County Title Inc. Order No.PCT20452F2 with a date of September 26, 2006.6.) Basis of elevation: City of Aspen GPS control monumentation map prepared byMarcin Engineering LLC, dated December 2, 2009, which is based on an elevation of7711.98' (NAVD 1988) on the NGS station "Q-159". This established a site benchmarkelevation of 7934.15' on the set #5 rebar & 1.25" plastic cap P.L.S. #28643 witnessingthe southwest boundary corner of the subject property, as shown.7.) Contour Interval: One (1) foot.8.) Depth of snow was 6"-12" during 2015 survey.9.) Flood Zone designation of subject property is Zone X as shown on the FederalEmergency Management Agency (FEMA), Flood Insurance Rate Map (FIRM)Map 08097C0204 C with an effective date of June 4, 1987.NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGALACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARSAFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.SOPRIS ENGINEERING - LLCCIVIL CONSULTANTS502 MAIN STREET, SUITE A3CARBONDALE, COLORADO 81623(970) 704-0311 SOPRISENG@SOPRISENG.COMRAB 15214 12/10/15 15214EX-COND.DWGVICINITY MAPSCALE: 1" = 2000'GENERAL UTILITY NOTEThe locations of underground utilities have been plotted based on utility maps,construction/design plans, other information provided by utility companies and actualfield locations in some instances. These utilities, as shown, may not represent actualfield conditions. It is the responsibility of the contractor to contact all utilitycompanies for field location of utilities prior to construction.GAS METERSEWER MANHOLEWATER HYDRANTWATER VALVECURB STOPSEWER CLEANOUTELECTRIC TRANSFORMERELECTRIC METERTELEPHONE PEDESTALCATV PEDESTALEXISTING CONDITIONS LEGENDDRYWELL1 inch = ft.( IN FEET )GRAPHIC SCALE010102010405DECIDUOUS TREECONIFEROUS TREETREE DISCLAIMERSOPRIS ENGINEERING PERSONNEL ARE NOT TRAINED ARBORISTS OR LANDSCAPE PROFESSIONALS.THE TREE INFORMATION SHOWN HEREON WAS FIELD SURVEYED BY SOPRIS ENGINEERINGTO THE BEST OF OUR ABILITY AS PART OF THE PROJECT'S SCOPE.DATA WAS ACQUIRED PER PROCEDURES OUTLINED INTHE CITY OF ASPEN ENGINEERING DEPARTMENT'S SUBMITTAL CHECKLIST.SURVEYOR'S CERTIFICATEI hereby state that this Improvement Survey Plat was prepared by SoprisEngineering, LLC (SE) forBRENT AND DEBBIE SEMBLERand PITKIN COUNTY TITLE, INC.I furthermore state that the improvements on the above described parcel onthis date, November 02, 2016, except utility connections are entirely within theboundaries of the parcel except as shown, that there are no encroachmentsupon the described premises by improvements on any adjoining premises,except as indicated, and that there is no apparent evidence or sign of anyeasement crossing or burdening any part of said parcel, except as noted. Ifurthermore state that this property is subject to reservations, restrictions,covenants and easements of record or in place. I furthermore state,the relative positional accuracy of this survey does not exceed 1:15,000.______________________________________Mark S. Beckler L.S. #28643SITECLERK & RECORDER'S CERTIFICATE FOR INFORMATIONAL LAND SURVEY PLATSDeposited this _____ day of _______________, 2016, at ________M., in the Pitkin County Indexfor Informational Land Survey Plats under Reception Number ____________________.Date:____________________________________Filing Information: Section 18 Township 10 South, Range 84 West of the 6th P.M.TREE TABLEKEYTREE TRUNK DRIPLINE # TYPE INCHES FEET1TRD6.1122TRD5.4103TRD3.574TRD4.695TRD5.2106TRD4.387TRD4.4982 TRD'S14.5289TRC11.62310TRC12.024112 TRD'S7.41512TRD5.811132 TRD'S4.7814TRD6.212152 TRD'S9.51116TRD4.5917TRD7.21418TRD8.816192 TRD'S6.21220TRD8.11621TRC11.522222 TRD'S8.31623TRC10.52024TRD9.71925TRD4.48262 TRD'S4.5827TRC9.82028TRD19.23029TRD15.03030TRD11.22031TRD16.93432TRD11.82333TRD15.13034TRC3.5735TRD14.42836TRD16.43137TRC10.82038TRC4.08393 TRC'S4.0840TRC4.08UNDERGROUND CABLEUNDERGROUND GAS LINEUNDERGROUND WATER LINEUNDERGROUND SEWER LINEUNDERGROUND TELEPHONEUNDERGROUND TELEPHONELANDSCAPE ROCKRAB 11/08/16 15214EX-COND-2016.DWG Sara Nado Par 9 N 3 a N 0 E NIS Ii He ALA 'O y 1 E oAs L E 1 5 6IAM LLS Digitally signed by Sara Nadolny DN: cn=Sara Nadolny In ` , Date: 2017.01.03 LEGEND ■ NOT IN SCOPE ----- DEMO GENERAL NOTES 1. GRADING AND DRAINAGE WILL MAINTAIN EXISTING CONDITIONS OF SITE. 2. EXISTING SITE COVERAGE IS BASED ON NON -CONFORMING CONDITIONS BASED ON C.O. DATED 08-07-2016. LOT AREA (EXISTING) GROSS LOT AREA - 7,500 SQ.FT. AREA OF BUILDING FOOTPRINT -2,017 SQ. FT. SITE COVERAGE %- 35% 1 ARCHITECTURAL SITE PLAN A001 18-_ o poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (i) 970 / 925 4755 (ED 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: New_Site.dwg SHEET TITLE ARCHITECTURAL SITE PLAN A001 CO 2016 ARCHIITECTUREE ArvoPiinnMq rc 1Nf INFORMATION AND DESIGN INRNt CONIAIXF➢ ON MIS OCCNMfNrSMf PROPERTY OF BILL POSS AND ASSOCIATES ARCHITECTURE AND PW111XG PC NO PART OF TNIS IN FOR MAT ION MAYBE DYE WIM W I Mf KIM AAnIFJI PERMISSION OF DILL POSSAND ASSOCIARS IACNmCN11ENe N.W111G,PC. BILLMANDAf OCIATfBMCNnECTUREANDn NHXG IC BIWLRfiAIX AULCCMMON LAA I JTORY AND OREN NESEXIIPN(S, INCLUDING CEPYRIGNTTFEBETD. 3 d 5 LOWER LEVEL EXISTING PLAN A001 1/a'=r-o" SaraDigitally signed by Sara Nadolny N a d o DN: cn=Sara Nadolny Iny Date: 2017.01.03 09:27:50 -07'00' EXISTING MASTER 3 MAIN LEVEL PROPOSED PLAN AGG 1 1B'=1'-0' 101 IJ NG STAIRS TO MOVED (SQ.FT. NOT APPLY TO NG MASTER )0M DECK TO RETROFITTED ROOFING 147 0 0 EXISTING i I I I I I I i I I I I I L- z UPPER LEVEL EXISTING PLAN A001 va'=r-o' EXISTING EXISTING DINING ROOM DECK 88 SQ.FT. (Z UPPER LEVEL PROPOSED PLAN AGG1 -=I, GENERAL NOTES 1. EXISTING HOUSE FAR BASED ON NON -CONFORMING USE FROM CERTIFICATE OF OCCUPANCY DATED 08-07-1996. 2. THE HOUSE WILL HAVE NO ADDITIONAL SQUARE FOOTAGE. WE ARE RELOCATING SQUARE FOOTAGE OFF ONE EXISTING DECK AND ADDING IT TO THE EXISTING VIEW DECK. ALLOWABLE FAR PER R-6, 6000 - 9000 3240 SQ.FT. OF FLOOR AREA, PLUS 14 SQUARE FEET FOR EACH ADDITIONAL 100 SQUARE FEET IN NET LOT AREA, UP TO A MAXIMUM OF 3,660 SQUARE FEET OF FLOOR AREA (26.710.060) EXISTING FLOOR AREA ALLOWED NET LOT AREA 7,500 SQ.FT. 7500 SQ.FT. - 3000 SQ.FT. = 1500 SQ.FT 1500 SQ.FT. / 100 SQ.FT. = 15 X 14 SQ.FT = 210 SQ.FT. TOTAL FAR = 3240 SQ.FT. + 210 SQ.FT = 3450 SQ.FT. LEGEND Ii EXISTING DECK TO BE RETROFITTED WITH NEW ROOF MN NEW DECK ADDITION DECK AREA CALCULATIONS DECK AREA BASED ON CURRENT FAR TOTAL HOUSE FAR 3450 SQ. FT. (BASED ON C.O. DATED 1994) TOTAL DECK AREA ALLOWED 3450 SQ.FT. X 15% 517 SQ. FT. CURRENT DECKS SQ.FT. = 634 SQ.FT. > 517 SQ.FT. THE CURRENT DECKS SQUARE FOOTAGE IS OVER THE ALLOWED SQUARE FOOTAGE BASED ON THE PREVIOUS CODE CALCULATIONS. THE DECKS ARE THEN CONSIDERED A NON-COMFORMITY AND CAN NOT BE EXPANDED BASED ON THE CURRENT LAND USE CODE. OUR SOLUTION IS TO REALLOCATE THE SQUARE FOOTAGE FROM THE ORIGINAL MASTER BEDROOM DECK AND ADD IT TO THE VIEW DECK. WE WILL BE REPLACING THE MASTER BEDROOM DECK WITH A ROOF ON TOP. THE ADDITION TO THE VIEW DECK WILL BE 145 SQ.FT. EXISTING MAIN LEVEL DECK EXISTING HOUSE ® EXISTING DECK ® EXISTING DECK EXISTING DINING ROOM DECK TO REMAIN Ii EXISTING DECK TO BE RETROFITTED WITH NEW ROOF MN NEW DECK ADDITION DECK AREA CALCULATIONS DECK AREA BASED ON CURRENT FAR TOTAL HOUSE FAR 3450 SQ. FT. (BASED ON C.O. DATED 1994) TOTAL DECK AREA ALLOWED 3450 SQ.FT. X 15% 517 SQ. FT. CURRENT DECKS SQ.FT. = 634 SQ.FT. > 517 SQ.FT. THE CURRENT DECKS SQUARE FOOTAGE IS OVER THE ALLOWED SQUARE FOOTAGE BASED ON THE PREVIOUS CODE CALCULATIONS. THE DECKS ARE THEN CONSIDERED A NON-COMFORMITY AND CAN NOT BE EXPANDED BASED ON THE CURRENT LAND USE CODE. OUR SOLUTION IS TO REALLOCATE THE SQUARE FOOTAGE FROM THE ORIGINAL MASTER BEDROOM DECK AND ADD IT TO THE VIEW DECK. WE WILL BE REPLACING THE MASTER BEDROOM DECK WITH A ROOF ON TOP. THE ADDITION TO THE VIEW DECK WILL BE 145 SQ.FT. EXISTING MAIN LEVEL DECK EXISTING MASTER BEDROOM DECK 183 SQ.FT. EXISTING UPPER LEVEL DECKS EXISTING DINING ROOM DECK 88 SQ. FT. EXISTING OFFICE DECK 35 SQ. FT. EXISTING VIEW DECK 325 SQ.FT. '.DOM TOTAL SQ. FT. 448 SQ. FT. EXISTING TOTAL DECKS EXISTING MAIN LEVEL DECKS 186 SQ.FT. EXISTING UPPER LEVEL DECKS 448 SQ. FT. TOTAL SQ. FT. 634 SQ. FT. PROPOSED MAIN LEVEL DECK EXISTING MASTER BEDROOM DECK 186 SQ.FT. EXISTING MASTER BEDROOM DECK -39 SQ. FT. TO REMAIN TOTAL DECK RETROFITTED TO ROOF FOR ADDITION 147 SQ.FT. PROPOSED UPPER LEVEL DECKS EXISTING DINING ROOM DECK 88 SQ. FT. EXISTING OFFICE DECK 35 SQ.FT. EXISTING VIEW DECK 325 SQ. FT. PROPOSED VIEW DECK 145 SQ.FT. TOTAL SQ. FT. 593 SQ.FT. PROPOSED TOTAL DECKS PROPOSED MAIN LEVEL DECK 39 SQ.FT. PROPOSED UPPER LEVEL DECKS 593 SQ. FT TOTAL PROPOSED DECKS 632 SQ. FT. < 634 SQ. FT poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 91611 (i) 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: Area_PIw.dwg SHEET TITLE DECK AREA CALCULATIONS A002 Digitally signed by 1 'A202 33'-0 Sara Nadolny Sa DN. cn—_ Sara I Nadoln y Date: I2 WBN0-1_N.03------ ON c 0 09:09:46 -07'00' I 2 / A201 / \ \ I I FILL IN EXISTING AREA -WELL BOULDERS MAY BE REUSED FOR LANDSCAPING A301 I I I I I I T-7' I 2'-0' DEMO EXISTING WINDOW NEW COLUMN REF: STRUCT. EXISTING A.D.U. DEMO EXISTING WINDOW 21'-2 1/2' Is 33'-0' 31 A201 I {III I I I I 4 11 5 EXISTING WI m EXISTING AREA WELL UNDER 100 SOFT. EXISTING EGRESS DOOR LEGEND ■ NOT IN SCOPE --- DEMO CONSTRUCTION GENERAL NOTES: q 1. EXISTING CONDITIONS A202 MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DEMO WALLS MUST BE COORDINATED WITH NEW STRUCTURAL DRAWINGS LOWER LEVEL DEMO & EXISTING PLAN 11-1' 0'• posy ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (i) 970 / 925 4755 (F) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 21541.00 A1OLc1wg SHEET TITLE LOWER LEVEL DEMO PLAN & EXISTING PLAN A101 © 2016 ARCHIITECCTUREE ANGDOnnMG PC 1NE INFORMATION AND DESIGN TRENT CONTAINED ON THIS DECLINED SME PROPERTY OF BILL FOSS AND ASSOCIATES ARCHITECTURE M PW111XG PC. NO PART OF THIS IN FOR MAT ION MAY BE OYD WITHOUT RE KIM AAnlF11 PERMISSION OF BILL POSS AHD ASSOCIARS AACHmCN11E NO N. M, PC. BILL TOSSAND ASSOCIATES, ARCHITECTURE AND AANHXG ICC BIWLRfiAIX Ill CCMMON "A TI ORY AND OM ED G ESERVE D RIf4AS, INCLUDING CEPYRIGHTTFEBETD. Sara Digitally signed by Sara Nadolny DN: cn=Sara Nadoln y Date: 200 09:10:21 (67 3 0 REUSE EXISTING RAILING NadolnNEW DECK 003 EXISTINGDOORWAY TO REMAIN 3 A202 33'-0' EXISTING DECK STRUCTURE REMOVE EXISTING POST TO REMAIN FOR NEW ROOF — AND RAILING EXISTINGAMASTER\ I I I I I I I T-7- I 2--0' 21'-2 1/2' Is 33'-0' 31 A201 0 5 0 am LEGEND ■ NOT IN SCOPE --- DEMO CONSTRUCTION GENERAL NOTES: q 1. EXISTING CONDITIONS A202 MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DEMO WALLS MUST BE COORDINATED WITH NEW STRUCTURAL DRAWINGS MAIN LEVEL DEMO & EXISTING PLAN 1/4'=1' 0" posy ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 ETI 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 21541.00 A102.dwg SHEET TITLE MAIN LEVEL DEMO PLAN & EXISTING PLAN A102 02016 AXm�UF' AAnMRCBCTrvFOPC THE Nf0AMAp OESICN II CONTAINED ON THISDCCNMEN15Mf PROPERTY OF BILL """D AAAAFFMAENU POMM PC NO PART OF THIS IN FOR MAT IONMAY BALSO WITHWI Mf PAICR WAnlFl1 PERMISSION OF BILL POSS AND ASSOCIARS AACOmCNNE NO N. M, PC. BILL M AND ASSOCIAIB ARCHITECTURE AND PANHXG IC BIWLRETAIX AllCONMON LAA I JTOBY AND OTHER BESENVEDRIf4AS, INCLUDING COPYRIGHTTFEBETI. REMOVE EXISTING STAIRS (V.I.F.) THE CONNECTIONS TO / EXISTING DECK 1 1 1 1 1 1 I I Ll 1�1-I-------- I I I 1 1 1 1 1 1 a 1 1 1 1 1 1 I 0 am LEGEND ■ NOT IN SCOPE --- DEMO CONSTRUCTION GENERAL NOTES: q 1. EXISTING CONDITIONS A202 MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DEMO WALLS MUST BE COORDINATED WITH NEW STRUCTURAL DRAWINGS MAIN LEVEL DEMO & EXISTING PLAN 1/4'=1' 0" posy ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 ETI 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 21541.00 A102.dwg SHEET TITLE MAIN LEVEL DEMO PLAN & EXISTING PLAN A102 02016 AXm�UF' AAnMRCBCTrvFOPC THE Nf0AMAp OESICN II CONTAINED ON THISDCCNMEN15Mf PROPERTY OF BILL """D AAAAFFMAENU POMM PC NO PART OF THIS IN FOR MAT IONMAY BALSO WITHWI Mf PAICR WAnlFl1 PERMISSION OF BILL POSS AND ASSOCIARS AACOmCNNE NO N. M, PC. BILL M AND ASSOCIAIB ARCHITECTURE AND PANHXG IC BIWLRETAIX AllCONMON LAA I JTOBY AND OTHER BESENVEDRIf4AS, INCLUDING COPYRIGHTTFEBETI. Sara Nado 3 0 Digitally signed by Sara Nadolny I DN: cn=Sara Nadoln A I n Y Date: 20B 7.0 09:10:45 -07 EXISTING OFFICE DECK I I I I I I 3 A202 33' - I I I I I 1 2'-0' 2 3 REMOVE EXISTING HEARTH NEW DOOR OPENING I � I R EMOVE EXISTING STONE I REMOVE EXISTING WINDOWS AND DOORS FOR MULTI -SLIDE DOOR EXISTING WALL TO REMAIN AT ROOF OVERHANG (V.I.F.) REMOVE EXISTING PARAPET WALLS REMOVE EXISTING 1 1 STONE FLOORING II I 1j EXISTING VIEW DECK III II I jLL—_—_—_--T---� - T-17- TT TIZ T -I1- TT 1� 20'- 3 1/2' i21'-2 1/2' 33'-0' 1 1 A301 A201 5 dA EXISTING DINING ROOM DECK ROOF BELOW ROOF BELOW GARAGE BEARING WALLS BELOW Z REMOVE EXISTING ROOF AT NEW ADDITION —_0 4 LEGEND ■ NOT IN SCOPE --- DEMO CONSTRUCTION GENERAL NOTES: 1. EXISTING CONDITIONS MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DEMO WALLS MUST BE COORDINATED WITH NEW STRUCTURAL DRAWINGS UPPER LEVEL DEMO & EXISTING PLAN 1/4'=1'-0' posy ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (i) 970 / 925 4755 (F) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541A0 A103dwg SHEET TITLE UPPER LEVEL DEMO PLAN & EXISTING PLAN A103 02016 necxnECTua°ArvD LH" THE INFOAMATKH ANB OESICN INTENTCONIAIXED ON THISDCCNMEN15Mf PROPERTY OF BILL """D AAAAFFMAENU POMM PC NO PART OF THIS IN FOR MAT IONMAY BALSO WITHWI Mf PAICR WAnlFl1 PERMISSION OF BILL POSS AND ASSCCIARS AACOmCNNE NO N. M, PC. BILL M AND ASSOCIAIB ARCHITECTURE AND PANHXG IC BIWLRETAIX AllCONMON LAA I JTOBY AND OTHER BESENVEDRIf4AS, INCLUDING wvrBIGHTTFEBETD. Sara Nadoln 3 a 0 N O E Nlm 'oa d ALA Oy 1 E og" � E JAM 6IAM LLS Digitally signed by Sara Nadolny DN: cn=Sara Nadoky Date:`017.01.03 09:17:00 -07'00' 3 A202 33'-0' HOUSE B' 5'-4",, V.I.F. --� 39" V. .F. NEW T.S. COLUMN I REF: STRUCT PROPSED MIN. SIZE EGRES WINDOW PER 1 9 SYS LL IRC R.310. L I AREA DRAICOORDINATE WITH EXISTIN DRAIN LINES AREA WELL ILL LADDER 2 PRO (SED MIN SIZED A201 EGR SWELL PER IRC 1 R 10.2 (16 SQ.FT.) RDS.E.4 I I EXISTING STONE I VENEER ABOVE 8" ._0. 1 PR POSED MIN. SIZE EGRF*SS WELL PER IRC R*310.2 (16 SQ.FT.) RDS. E.4 AREA WELL LADDER WITH EXISTI G DRAIN LINES LL _ PR POSED MIN. SIZE EGR SS WINDOW PER o '� IRC R.310.2 - ALIGN W/ EXISTING WINDOW V.I.F. I I I I I I I I T-7' I 2' 0'• 33'-0' 3 1 Azol 2 3 EXISTING A.D.U. 21'-2 1/2' r 7 L A I {III I I I I N 4 Iu DOOR N m —EXISTING STAIRWAY LEGEND ■ NOT IN SCOPE Q EXISTING WALLS GENERAL NOTES: q 1. EXISTING CONDITIONS A202 MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DIMENSIONS ARE FROM GRID, FACE OF STUD, OR CONCRETE WALL 3. DOORS AND WINDOWS ARE DIMENSIONED TO CENTERLINE 1 4. COLUMNS ARE DIMENSIONED A301 TO CENTERLINE I I 1 LOWER LEVEL PROPOSED PLAN A104 1/4"-1 0" 1/2'I 4 11 5 poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (7) 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 2154 LOO AL04.dwg SHEET TITLE LOWER LEVEL PROPOSED PLAN Al 04 02016 nRcxnE�cTua°Arv'D ATHES GPc THE IXFORMATpN AND DESIGN INTENT CONTAINED ON MIS WUMENrSME PROPERTY OF WILL FOSS AND ASSOCIATES ARCNmCNRE M PW111XG PC. HC PART OF THIS INFORMATION MAY RE OYD WIMWI ME PRIOR WAnIFlI PERMISSION OF GI LL POSE AND ASSOCIATES AACHmCNNENO N. M, PC. BILL TOSS AND ASSOCIATES, AN CXnECTURE AND PAMIN IC RIWLRETAIX Alit MMON MW UTOHY AND OTHM HESEXVEDRIf4AS, IXCLODING wvrRIGHTTHERETD. Sara Nado ON Digitally signed Sara Nadolny REUSE EXISTING RAILING — w BALCONY D N: C n S a RruISNTING DECKING AT NEW BALCONY N a d A n y EXISTING DOOR w n Date: 20 09:18:01 TO REMAIN 17.01.03 -07'00' FRONT ENTRY )R TO REMAIN 6'-6- V.I.F. L01 3 I I 3 A202 33' - EXISTING DECK STRUCTURE TO BE FURRED OUT FOR SLOPE ON NEW ROOF --.I� • L• - O © N••• NEW STANDING SEAM METAL ROOF NEW CRICKET AT CHIMNEY rd 33'-0' 1 3 1 1 1 A201 2 3 A301 A201 � 5 MATCH EXISTING FASCIA WHERE STAIRS WERE REMOVED WATERPROOF DECK FOR NEW ROOF a m LEGEND ■ NOT IN SCOPE Q EXISTING WALLS GENERAL NOTES: q 1. EXISTING CONDITIONS A202 MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DIMENSIONS ARE FROM GRID, FACE OF STUD, OR CONCRETE WALL 3. DOORS AND WINDOWS ARE DIMENSIONED TO CENTERLINE — 1 4. COLUMNS ARE DIMENSIONED A301 TO CENTERLINE 1 MAIN LEVEL PROPOSED PLAN 15 1/4•=1 a- poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8I611 (i) 970 / 925 4755 (F) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 21541A0 AlOSdwg SHEET TITLE MAIN LEVEL PROPOSED PLAN A105 © 2016 ARCHIITECCTUREE ANGDOnnMG PC 1NE INFORMATION AND DESIGN TRENT CONTAINED ON MIS DOCUMENT SME PROPERTY OF BILL FOSS AND ASSOCIATES ARCHITECTURE AND PW111XG PC. NO PART OF THIS IN FOR MAT ION MAY BE OYD WITHOUT RE KIM WAnlF11 PERMISSION OF BILL POSS AHD ASSOCIARS AACHmCN11E AND N. M, PC. BILL TOSSAND ASSOCIATES, ARCHITECTURE FANO AANHXG IC BIWLRfiAIX Ill CCMMON "A TI ORY AND OM ED G ESERVE D RIf4AS, INCLUDING CEPYRIGHTTFEBETD. a N 0 E Nlm 'oa d ALA Oy 1 E og" L E 1 AM 6IAM LLS Digitally Signe Sara Nadolny D • cn=Sara Na D:2017.01;:0 n y 09:18:51 -07'10' EXISTING HOUSE I I NEWT.S.COLUMN — REF: STRUCT. I I 2 A201 NEW STONE TILE I FLOOR REF: TO SCHEDULE GLASS GUARDRAIL— & LOW WALL I I OUTLINE OF— EXISTING DECK GARAGE BEARING WALLS BELOW A301 I TEMPERED— GLASS GUARDRAIL EXISTING SHAKE ROOF BELOW 3 A202 33'-0' 1. EXISTING CONDITIONS MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DIMENSIONS ARE FROM GRID, FACE OF STUD, OR CONCRETE WALL 3. DOORS AND WINDOWS ARE DIMENSIONED TO CENTERLINE 4. COLUMNS ARE DIMENSIONED TO CENTERLINE UPPER LEVEL PROPOSED PLAN poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (i) 970 / 925 4755 (F) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 21541A0 A106dwg SHEET TITLE UPPER LEVEL PROPOSED PLAN A106 AHURNO2016 ARCHITECTURE AGGEq PC 1Nf INFORMATION AND DESIGN INRNt CONIAIXF➢ ON MIS OCCNMfNrSMf PROPERTY OF BILL POSS AND ASSOCIATES ARCHITECTURE M PW111XG PC. NO PART OF THIS IN FOR MAT ION MAYBE OYD WITHOUT Mf KIM AAnlF11 PERMISSION OF DILL POSSAND ASSOCIARS MCHmCNRENON. M,PC. BILLMANDAf OCIATfBMCHITECTURf ANDn NHXG IC BIWLRfiAIX IllCCMMONNWSIA"DRYANDOMEDRESERVEDRIf4AS, INCLUDING CDPYBIGHTTFEBETD. Sara Nado N o E �Im o_ d ALA Oy 1 E og" � E �AM dAM LLS Digitally signed b y, Sara Nadolny I 3 A202 33'-0' I PROPOSED METAL ROOF BELOW DN: cn=Sara --------------- ny Dates361-T.0+.-0T3-T�J-----�------- 09:23:20 -07'00' II \ I I I I I IL 1 I I 1 I I I IF/TING 2 A201 RESTYSTA 2X3 OR I WOOD TRELLIS I I I2X3 TRELLIS — SPACED 7" O.C. A301 I PAIR OF — I.RELLIS BEAMS I - I I 7.7. Q) 3 I I I I I I 2 EXISTING ROOF 1 A301 — PAIR OF 2X6 � BEAM FOR v TRELLIS BEAMS SHADE CANOPY 23'-2 1/2' i21'-2 1/2' 33'-0' 3 r MIMI TWO PAIR TRELLIS BEAMS BEAM FORT SHADE CAINOPY I I 12 O© EXISTING ROOF PAIR OF TRELLIS BEAMS EXISTING ROOF BELOW LEGEND ■ NOT IN SCOPE Q EXISTING WALLS GENERAL NOTES: 1. EXISTING CONDITIONS MUST BE FIELD VERIFIED FOR EXACT DIMENSIONS 2. DIMENSIONS ARE FROM GRID, FACE OF STUD, OR CONCRETE WALL 3. DOORS AND WINDOWS ARE DIMENSIONED TO CENTERLINE 4. COLUMNS ARE DIMENSIONED TO CENTERLINE 1 PROPOSED ROOF PLAN 17 1/4•=1 a - posy ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (i) 970 / 925 4755 (F) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO O NORTH PROJECT NO: 21541.0 DWG FILE: 21541.00 A107dwg SHEET TITLE PROPOSED ROOF PLAN A107 02016 eewnEcrva°ArvoPi" Pn NE IM OAMAm ANB OESICN INTENT CONIAIX. ON MIS OCCNMENTSTHE PROPERTY OF BILL FOSS AND ASSOCIATES ARCHmCTYAE AND PAPM PC. NO PART OF TIES INFORMATION MAYBE OYD WIINWI RE KIM AAnRA PERMISSION OF BILL POSSAND ASSOCIATES IACNmCN11ENe N.W111G,PC. BILLMANDABSOCIAT BAACHITECTOREANDn NHXG IC BIWLRETAIX IllCCMMOBL'A TORYANDDINFABESEHVEDRIf4AS, INCLDDING COPYBIGHTTFEBETD. Sara Nado J- T.O. I r EL.1 EXISTING I BAL DEMI L( NEW ROOF f EXIS T.O. I EL. 11 REUS DECK S FOR T.O. LC EL' 11 P2'-O'j � C 3 1 2 3 L--- �4 5 ---- ��--------1---- I -- 33'-4 1/2' j, 7-7' 7'-113/4" 2'-0 21'-21/2' 2'-21/2' T.0.13EAMS ,_ l EL. 119'-3 1/2' - T.0.13EAMS {,_ EL. 118'-30' l O N iN m T.O. PARAPET WALL _ / EL. UPI 1'-71/:?— = T.O. UPPER FLOOR � OR NI m _—_ ._—_ EL. 110'-0' T.O_DECKFLOl,_ EL. 109'-3 1/2' 0 o 0 TO TOO 3 Av 9 - d o - T.O. MAIN FLOOR �` _— - - --. EL. 100'-0' z d DEMO EXISTING - B _—_ WINDOW - -- — _ _——_—_ T.O_GARAGE FLOOR --{{� y NEW GRADE- EL. 97'-0' T FILL IN EXISTING I III t° J AREA WELL / oe NEW MIN. SIZE- "- �Im EGRESS WELL ye NEW MIN. SIZE ---j EGRESS WINDOW _ _ _ __. T.D. LOWER FLOOR ` EL. 90'-0' T a E VERTICLE SIDING—� C51 EA2 j_sou fH PR POSED ELEVATION .= a EXISTING BASEMENT—� 1/4•=1'-0• 18 aN= LLd FILL IN LAW INU AREA WELL I I RECESSED EGRESS WELL� I I PER IRC R.310.2 (16 SQ.FTJ � 'J EXEMPT FROM HEIGHT �_4 REQUIREMENT (OR 'DINANCE 7 SECTION 8 I CHAPT. 26.75701 I I 1CTION T.O. TRELLIS 119'-6' (7960.4') T.O. BEAMS EL. 119'-3 1/2' T.O. BEAMS 4. EL. 118'-10' _PARAPET WALL EL. 11 VI 1/2' MIT 0. UPPER FLOOR EL. 110'-0' F.D. DECK FLOOR EL. 109'3 1/2' F.0_MAIN FLOOR 100'-01 _GARAGE FLOOR EL. 97'-0' EGRESS WINDOW PER IRC R.310.2 T.O. LOWER FLOOR 0 ADU ----- EL. 87'-0' z WEST PROPOSED ELEVATION A201 14'L T.O. MAIN FLOOR EL. 1001 (7940.9') T.O. GARAGE FLOOR L EL. 97'-0' 1 SOUTH PROPOSED ELEVATION A201 T.O. LOWER FLOOR 0 ADU EL. 87'-0' poss ARCHITECTURE + PLANNING 13 605 EAST MAIN STREET ASPEN, COLORADO 81611 TTI 970/925 4755 EF) 970/920 2950 Consultant ISBN: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards APP. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A201.dwg SHEET TITLE PROPOSED ELEVATIONS A201 BILL P=.0 ASS IEs 2016 ARCHITE41UREAaDPLANNINc. P,c. THE INEORMAIwNAro DESIGN WIEX1 OBTAINED 011 THISCOCUMENf6THE PROPERTY OF BILL POSSANDAS9%IAIES ARCHnfCNREFlIONAXWIXG.PC. NO PART Of THIS INFORMATION MAYBEUSEONTROU THE PRNAnAIITFX PERMISSION OC BILL W AND ASSOCIATES ARCNIIECNR E NO PLANNING, P C. BRL POSS AND ASSOCATES, ARCXOECTURESAO PWMNO PC SN4LLflfWX PLL COMMON MSTATUTORY AIN OTHER RESER VED RMiHA'$.IXAUnMG Co%RIcm THERER) T.O. TRELLIS PARAPET WALL L. 119'-6" (7960.4) EXISTING STAIR AND EL. 111'-71/2' T.O. BEAMS j -- -- —- / EL. 119'-31/2' (ORDINANCE 7 SECTION 8 —_—_—_—___ T.O. BEAMS EL. 110'-0' EL. 118'-10' T.O. DECK FLOOR T.O. MAIN FLOOR EL. 1001 (7940.9') T.O. GARAGE FLOOR L EL. 97'-0' 1 SOUTH PROPOSED ELEVATION A201 T.O. LOWER FLOOR 0 ADU EL. 87'-0' poss ARCHITECTURE + PLANNING 13 605 EAST MAIN STREET ASPEN, COLORADO 81611 TTI 970/925 4755 EF) 970/920 2950 Consultant ISBN: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards APP. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A201.dwg SHEET TITLE PROPOSED ELEVATIONS A201 BILL P=.0 ASS IEs 2016 ARCHITE41UREAaDPLANNINc. P,c. THE INEORMAIwNAro DESIGN WIEX1 OBTAINED 011 THISCOCUMENf6THE PROPERTY OF BILL POSSANDAS9%IAIES ARCHnfCNREFlIONAXWIXG.PC. NO PART Of THIS INFORMATION MAYBEUSEONTROU THE PRNAnAIITFX PERMISSION OC BILL W AND ASSOCIATES ARCNIIECNR E NO PLANNING, P C. BRL POSS AND ASSOCATES, ARCXOECTURESAO PWMNO PC SN4LLflfWX PLL COMMON MSTATUTORY AIN OTHER RESER VED RMiHA'$.IXAUnMG Co%RIcm THERER) T.O. PARAPET WALL GSlBRDBAIL—_—_f EXISTING STAIR AND EL. 111'-71/2' AREA WELL EXEMPT FROM j -- -- —- T.O. UPPER FLOOR (ORDINANCE 7 SECTION 8 r -----r-----1 CHAPT. 26.575020.F.4.J) EL. 110'-0' T.O. DECK FLOOR EL. 109'3 1/2' D SIDING F WALL tUCTURAL TING ROOF T.O. MAIN FLOOR EL. 1001 (7940.9') T.O. GARAGE FLOOR L EL. 97'-0' 1 SOUTH PROPOSED ELEVATION A201 T.O. LOWER FLOOR 0 ADU EL. 87'-0' poss ARCHITECTURE + PLANNING 13 605 EAST MAIN STREET ASPEN, COLORADO 81611 TTI 970/925 4755 EF) 970/920 2950 Consultant ISBN: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards APP. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A201.dwg SHEET TITLE PROPOSED ELEVATIONS A201 BILL P=.0 ASS IEs 2016 ARCHITE41UREAaDPLANNINc. P,c. THE INEORMAIwNAro DESIGN WIEX1 OBTAINED 011 THISCOCUMENf6THE PROPERTY OF BILL POSSANDAS9%IAIES ARCHnfCNREFlIONAXWIXG.PC. NO PART Of THIS INFORMATION MAYBEUSEONTROU THE PRNAnAIITFX PERMISSION OC BILL W AND ASSOCIATES ARCNIIECNR E NO PLANNING, P C. BRL POSS AND ASSOCATES, ARCXOECTURESAO PWMNO PC SN4LLflfWX PLL COMMON MSTATUTORY AIN OTHER RESER VED RMiHA'$.IXAUnMG Co%RIcm THERER) I L—__—�3 EXISTING STAIR AND I -- -- —- AREA WELL EXEMPT FROM j -- -- —- HEIGHT' REQUIREMENT j r --- —- (ORDINANCE 7 SECTION 8 r -----r-----1 CHAPT. 26.575020.F.4.J) T.O. MAIN FLOOR EL. 1001 (7940.9') T.O. GARAGE FLOOR L EL. 97'-0' 1 SOUTH PROPOSED ELEVATION A201 T.O. LOWER FLOOR 0 ADU EL. 87'-0' poss ARCHITECTURE + PLANNING 13 605 EAST MAIN STREET ASPEN, COLORADO 81611 TTI 970/925 4755 EF) 970/920 2950 Consultant ISBN: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards APP. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A201.dwg SHEET TITLE PROPOSED ELEVATIONS A201 BILL P=.0 ASS IEs 2016 ARCHITE41UREAaDPLANNINc. P,c. THE INEORMAIwNAro DESIGN WIEX1 OBTAINED 011 THISCOCUMENf6THE PROPERTY OF BILL POSSANDAS9%IAIES ARCHnfCNREFlIONAXWIXG.PC. NO PART Of THIS INFORMATION MAYBEUSEONTROU THE PRNAnAIITFX PERMISSION OC BILL W AND ASSOCIATES ARCNIIECNR E NO PLANNING, P C. BRL POSS AND ASSOCATES, ARCXOECTURESAO PWMNO PC SN4LLflfWX PLL COMMON MSTATUTORY AIN OTHER RESER VED RMiHA'$.IXAUnMG Co%RIcm THERER) T.O. LOWER FLOOR 0 ADU EL. gTA•---.--.--__—____— I ('5 1 I J I 33'0' N EV L O. UPPER FLOOR R71171. ILING AT D NEW POST T.O. MAIN FLOOR El. 100'-0" _ _ _ T.O. L0W_ER FLOOR El- 90'-0" T.O. UPPER FLOOR EL. 110'-0" ING RAILINGS ROOF APPLIED DECK T.O. MAIN FLOOR EL. 1D007I 'IING DECK FOR NG STAIRS _ _ T.O. LOWER FLOOR 6 - EL. 90'-0" -'� a) EAST PROPOSED ELEVATION A202 rm LEGEND DEMO CONSTRUCTION ❑ NOT IN SCOPE s NORTH PROPOSED ELEVATION A202 poss ARCHITECTURE + PLANNING 13 605 EAST MAIN STREET ASPEN, COLORADO 81611 IFI 970/925 4755 IF) 970/920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Perm it Progress Set 12-08-2016 Residential Design Standards APP. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A202.dwg SHEET TITLE PROPOSED ELEVATIONS A202 2016 /B,RCHIL CTYRE AND FILANNMC,P.C. NE INFORMANON ANO DESIGN II CON MIT ON THISDOCUMEWIBINE NE OF BILL MAD AND ASSOCIATES ARCHITECTUREANDNANNINB P.L. NC PART OITNIS INFORMATION MY BE U90WIIH09THE PAI(RWRIIIIN PERMISSIONOF Bm POSSANBA550CIATES ARCHIIFCNITEMDUNNIRSP. C. BILL POSSANDASSWMTESAACHIIECNAEAMI PWNIIXT,RC. SNAILLAflAIN ALL COMMONUWSIAMORYAND0THERRESERVEDRICNOS, POOLING COPYRICHTMERETO. Sara Nadol Digitally signed by Sara Nadolny DN: cn=Sara Nadolny yDate: 2017.01.03 09:29:06 -07'00' DEMO EXISTING PARAPET WALL HORIZONTAL WOOD SIDING DEMO EXISTING ROOF EXTEND EXISTING FLOOR SEE STRUCTURAL EXISTING STONE VENEER NEW MIN. SIZE EGRESS WINDOW NEW EGRESS WELL AREA WELL DRAIN TIE INTO EXISTING DRAINS EXISTING CONCRETE WALL 00 05 33'-4 3/4" 7'-113/4" 2'-0' 21'-21/2" I2'-21/2" 3 I Al EXISTING HOUSE BEYOND EXISTING GARAGE EXISTING BASEMENT T.O. MAIN FLOOR EL. 100'-0" 4 T.0_GARAGEFLOOR EL. 97'-0" EXISTING AREA WELL EXISTING CONCRETE WALL T.O. LOWER LEVELS ADU I EL. 67'-0" (1) GARAGE SECTION A302 I/4•=1-0' posy ARCHITECTURE + PLANNING SOS EAST MAIN STREET ASPEN, COLORADO NIBII (7) 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A301dwg SHEET TITLE PROPOSED SECTIONS A301 O" 2016 ARCHBECTA ArvoPnMCFO THE IXFORMATKIN ANI DESIGN INRNT CONIAIXED ON MIS DCCNMENTSME PROPERTY OF BILL FOSS AND ASSOCIATES ARCHmCTYRE M PLANK PC. NO PART OF THIS IN FORMATION MAY BE OYD WIMWI ME FAM AN IFJ1 PERMISSION OF OI LL POSS AND ASSOCIA 1AACHITUME NO N. M, PC. BILLM AND ASSOCIATES, ARCH TECTUREAND P ANHXG IC SITYLRfiAIX AllCCMMON MW JTORY AND OIHM RESERVEDRIf4AS, INCLUDING COPYRIGHTTFEBETI. voo�o�oo•o�oouo�ouo X11■..1.111■.■1■111■1■1■111■12X3 X111■11■111■■■1■TNI■■■1111 `11111■■■1■111■1■1■111!11 `�■111111■■1111111■III TRELLIS SPACED PAIR OF 2X6 TRELLIS BEAMS PAIR OF 2X8 TRELLIS SHADE FX CANOPY SHADE 6X6 TRELLIS POST 11111■fi\ _ ®:���Illi ..��11■■111111■■1 o _- 2iiiliiiu:::_9i�ii ����n- I�■i:a111■IIIIIIIG2X .--■od1■1111■■1■111■.::! �■d1.111�:!!11111■11111111NEW ��nnn�■nnnttsnnno� T.O. BEAMS 01L. TlT-3-11T DEMO EXISTING T.O. PARPET WALL PARAPET WALL EL 11 P-7 112' T.O. UPPER FLOOR GLASS GUARDRAIL T.O. DECK FLOOR 1 WOOD TRIM LOWPARAPET EXISTING ROOF STRUCTURE EXISTING GARAGE moi■ o � � • 1 � L� I���I•�... I 111111111111111111IlIl1L_�JII1111■.:`■.•11■■1 11111111111ll1111111111111111(lilii1i111111111111111111ll EXISTING GARAGE EXISTING BASEMENT T.O. MAIN FLOOR EL. 100'-0" 4 T.0_GARAGEFLOOR EL. 97'-0" EXISTING AREA WELL EXISTING CONCRETE WALL T.O. LOWER LEVELS ADU I EL. 67'-0" (1) GARAGE SECTION A302 I/4•=1-0' posy ARCHITECTURE + PLANNING SOS EAST MAIN STREET ASPEN, COLORADO NIBII (7) 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A301dwg SHEET TITLE PROPOSED SECTIONS A301 O" 2016 ARCHBECTA ArvoPnMCFO THE IXFORMATKIN ANI DESIGN INRNT CONIAIXED ON MIS DCCNMENTSME PROPERTY OF BILL FOSS AND ASSOCIATES ARCHmCTYRE M PLANK PC. NO PART OF THIS IN FORMATION MAY BE OYD WIMWI ME FAM AN IFJ1 PERMISSION OF OI LL POSS AND ASSOCIA 1AACHITUME NO N. M, PC. BILLM AND ASSOCIATES, ARCH TECTUREAND P ANHXG IC SITYLRfiAIX AllCCMMON MW JTORY AND OIHM RESERVEDRIf4AS, INCLUDING COPYRIGHTTFEBETI. Sara Nadol Digitally signed by Sara Nadolny DN: cn=Sara Nadolny InyDate: 2017.01.03 09:29:50 -07'00' NEW WINDOW (VA.F.) NEW STRUCTURAL BEAM SEE STRUCTURAL NEW 8'1 X 16'-0" LIFT AND SLIDE DOOR REMOVE EXISTING FLOORING FOR DOOR TRACK EXISTING LOAD BEARING WALL EXISTING STRUCTURAL BEAM SEE STRUCTURAL 2X3 TRELLIS SPACED 7" O.C. PAIR OF 2X6 TRELLIS BEAMS (2) PAIR OF 2X8 TRELLIS _ T.O. BEAMS BEAM_____EL. 119'-31/2' T.O. BEAMS ------------- — EL. 118'-1(5' 6X6 TRELLIS POST DEMO EXISTING PARAPET WALL T.O. PARAPET WALL EL. 111'-7 1/2' GLASS GUARDRAIL T.O. UPPER FLOOR 2X WOOD TRIM NEW LOW PARAPET WALL DEMO EXISTING ROOF EXISTING ROOF STRUCTURE EXTEND EXISTING FLOOR SEE STRUCTURAL EXISTING GARAGE EXISTING DRIVEWAY WN 611101011111191011111111:1111:11114 __ T.O. MAIN FLOOR { EL.100'-0" 4 _ T.O. GARAGE FLOOR EL.97'-0" 4 T.O. LOWER FLOOR EL. 90'-0" T.O. LOWER LEVEL W ADU EL. 87'-0" %:) GARAGE SECTION A302 1/4'=I' 0' poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 8 161 (i) 970 / 925 4755 IT) 970 / 920 2950 Consultant Issue: 04-29-2016 DO Progress Set 05-23-2016 Progress Set 10-17-2016 Coordination Set 10-26-2016 Progress Set 10-31-2016 Permit Progress Set 12-08-2016 Residential Design Standards App. SEMBLER RESIDENCE DECK ADDITION 222 S. CLEVELAND ST. ASPEN, COLORADO PROJECT NO: 21541.0 DWG FILE: 21541.00 A302.dwg SHEET TITLE PROPOSED SECTIONS A302 02016 necxnECTua°FGC ArvD LH" THE INFOAMATKH ANB OESICN INTENT CONIAIXED ON MIS DCCNMEN15Mf PROPERTY OF BILL """D AAAAFMAENU POMM PC. NO PART OF THIS IN FOR MAT IONMAY BALSO WIMWI Mf PAICR WAnlFl1 PERMISSION OF BILL POSS AND ASSOCIATES AACOmCNNE NO N. M, PC. BILL M AND ASSOCIAIB ARCHITECTURE AND PANHXG IC BIWLRETAIX AllCONMON LAA I JTOBY AND OTHER BESERVEDRIf4AS, INCLUDING wvrBIGHTTFEBETD.