HomeMy WebLinkAboutMaster Permit.982 Cemetery Ln.0030.2018 (2).ARBK1. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATIONS AND THE DRAWINGS, WHICH ARECOOPERATIVE AND CONTINUOUS. WORK INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLYCOVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.2. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBEDHEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMITCONSTRUCTION.3. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OFCRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES.4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. SHOULD A DISCREPANCY OCCUR BETWEEN THECONTRACT DOCUMENTS AND THE EXISTING CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION.5. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON DRAWINGS. SHOULD A DISCREPANCY OCCUR WITHIN THECONSTRUCTION DOCUMENTS, CONTRACTOR IS TO CONTACT ARCHITECT FOR DIRECTION.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION AT THE SITE. CONTRACTOR SHALL VERIFYAND COORDINATE ALL OPENINGS THRU FLOORS, CEILINGS AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL PLUMBING AND ELECTRICALDRAWINGS.7. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODE. ANY MATERIALS PROPOSED FORSUBSTITUTION SHALL BE PRESENTED TO THE ARCHITECT FOR APPROVAL.8. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASEOF WORK SHALL REMOVE ALL DEBRIS AS A RESULT OF THEIR WORK.9. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, PATCHING, EXCAVATION, ETC. OF HIS WORK THAT MAY BE REQUIRED TO PERFORM THEIR WORK.THIS CUTTING, FITTING, PATCHING, EXCAVATION SHALL NOT ENDANGER OTHER WORK OR STRUCTURES. ALL PATCHING OR REPAIRING SHALL BE DONE WITHLIKE MATERIALS SO THAT SURFACES REPLACED WILL MATCH SURROUNDING SURFACES UPON COMPLETION.10. NO PORTION OF WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SHOP DRAWING OR SAMPLE HAS BEENREVIEWED BY THE ARCHITECT, OWNER AND/OR STRUCTURAL ENGINEER, AND APPROVED.11. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, EQUIPMENT, CLOSETRODS, MEDICINE CABINETS AND ALL OTHER ITEMS AS REQUIRED.12. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY LOCATION WITHARCHITECT PRIOR TO INSTALLATION.13. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS RELATED TO THIS WORK. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHENTHERE IS NEED OF INSPECTION AS REQUIRED BY ANY CODE OR ORDINANCE.14. FIRE SPRINKLER SYSTEM TO BE DESIGN/BUILD. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS. CONTRACTOR TO COORDINATE WITH LOCAL FIREAUTHORITIES FOR ALL APPLICABLE CODES AND REQUIREMENTS. FIRE SPRINKLER SUB CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FORREVIEW FOR THIS PORTION OF THE WORK.15. CONTRACTOR TO PROVIDE ALL SMOKE ALARMS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES.COORDINATE LOCATION WITH ARCHITECT.A3.1X#DEXTERIOR ELEVATIONGRID BUBBLEEL.T.O. FINISH100'-0"A-3XXX#DETAILXXXXBUILDING SECTIONA4.1X#1ELEVATION DATUMMATCH LINENORTHNORTH ARROWW1TYPICAL ASSEMBLYW1KEYNOTESA3.1X#X#INTERIOR ELEVATIONSX# X#DOOR TAGWINDOW TAGREVISIONCONTINUOUS WOODWOOD BLOCKINGFINISHED WOODCONCRETECMUBATT. INSULATIONRIGID INSULATIONEARTH/GRADEGRAVEL FILL/BASESTONESTEELGWBPLYWOODPROJECT DESCRIPTIONSINGLE FAMILYLEGAL DESCRIPTIONASPEN, COZONING CODE ANALYSISZONE DISTRICT:BUILDING CODE ANALYSISOCCUPANCY TYPE: R - 3CONSTRUCTION TYPE: V - BLOT AREA: NA SQ. FT.ALLOWABLE HEIGHT: 28' ABOVE FINISHED GRADE AS DEFINED AND MEASUREDBY THE PITKIN COUNTY LAND USE REGULATIONS.PID #: 273512210002SUBDIVISION: A & W CONDOMINIUMS - COMMON AREAPROPERTY TYPE: CONDOARCHITECTGALAMBOS ARCHITECTS, INC.314 D AABCASPEN, CO 81611TELE: 970.429.1286FAX: 970.429.1296CONTACT: JANET LEVERSONJLEVERSON@GALAMBOSARCHITECTS.NETSTRUCTURAL ENGINEERFOX STRUCTURALL ENGINEERING216 SNOWBERRY WAYDILLON, CO 80435TELE: 970.468-8283CONTACT: KRISTEN FOXKRISTEN@FOXENGINEERING.COMAPPLICABLE CODES: 2015 IRC, 2015 IECC, 2015 NECPER 2015 IECC, CHAPTER 4, COMPLIANCE WILL BE PER THE PRESCRIPTIVE METHOD AND SHALL CONFORM TO SECTION 401, 402.4, 402.5, 403.1, 403.2.2, AND 403.3 - 403.9- CLIMATE ZONE 7FENESTRATION: U-FACTOR .32 MAX (CITY OF ASPEN ORDINANCE .28)CEILING: R-49 MINFRAMED WALLS: 20+5 OR 13+10FLOORS: R-38 MINCRAWLSPACE: R - 15/19 MIN- MANDATORY REQUIREMENTS: MANDATORY PROVISIONS IDENTIFIED IN SECTION 401.2 SHALL BE MET:- 402.4 AIR LEAKAGE- 402.5 MAXIMUM FENESTRATION U-FACTIR AND SHGC- 403.1 CONTROLS- 404.1.2 HEAT PUMP SUPPLEMENTARY HEAT- 403.3.2 SEALING- 403.3.3 DUCT TESTING- 403.3.5 BUILDING CAVITIES- 403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEM- ACCESS HATCHES AND DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDINGSURFACES PER IECC 402.2.4- BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R404.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION ANDCONTRACTIONS.-COMPONENTS OF THE BUILDING ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND THE CRITERIA IN TABLE R402.4.1.1. PER IECC R402.4.1.1-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR (CLIMATE ZONE 7). PER IECC R402.4.1.2- WINDOWS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SF (IECC 402.4.3)- RECESSED LIGHTING LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE, IC-RATED, AND SEALED WITH GASKET OR CAULK BETWEEN HOUSING AND CEILINGPER IECC 402.4.5- BLDG HEAT TO BE PROVIDED BY A FORCED AIR SYSTEM. PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH SEPARATE HEATING ZONE.- SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OR R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 WHERE LESS THAN 3 INCHES IN DIAMETER. SUPPLY AND RETURNDUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES IN DIAMETER. (IECC R403.3.1)- ALL DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE IMC OR IRC. (IECC R403.3.2)- ALL MECH SYSTEM PIPING SHALL BE INSULATED TO A MIN OF R-3. (IECC 403.3.4)- ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS R403.5ALL HOT WATER PIPING SHALL BE INSULATED TO R-3 MIN.- PROVIDE WITH VENTILATION THAT MEETS THE REQUIREMENTS OF IRC OR IMC. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATIONSYSTEM IS NOT OPERABLE. (IECC 403.5)-HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATINGAND COOLING CALCULATION METHODOLOGIES. (IECC R403.7)- SNOWMELT SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC CONTROLS CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENT TEMPERATURE IS ABOVE 50 DEGREES F AND NO PRECIPITATION ISFALLING AND AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40 DEGREES F. (IECC R403.9)- POOLS SHALL MEET THE REQUIREMENTS OF IECC 403.10. POOL HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH THAT IS AN INTEGRAL PART OF THE HEATER MOUNTED ON THEEXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET OF THE HEATER. SWITCHES SHALL BE IN ADDITION TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER. GAS-FIRED HEATERS SHALL NOT BEEQUIPPED WITH CONTINUOUSLY BURNING IGNITION PILOTS. POOL AND SPA COVERS SHOULD BE PROVIDED WITH A VAPOR-RETARDANT COVER OR OTHER APPROVED VAPOR-RETARDANT MEANS.PORTABLE SPAS-APSP 14RESIDENTIAL POOLS AND PERMANENT RESIDENTIAL SPAS APSP-15- A MIN 75% OF LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES TO BE HIGH-EFFICACY.- 403.6 MECHANICAL VENTILATION- 403.7 EQUIPMENT SIZING AND EFFICIENCY RATING- 403.8 SYSTEM SERVING MULTIPLE DWELLING UNITS- 403.9 SNOW MELT AND ICE SYSTEM CONTROLS- 403.10 POOLS AND PERMANENT SPA ENERGY CONSUMPTION- 403.11 PORTABLE SPAS- 404.1 LIGHTING EQUIPMENTA/C - AIR CONDITIONINGACT - ACOUSTIC TILEADA - AMERICAN W/ DISABILITIES ACTADJ - ADJUSTABLEA.F.F. - ABOVE FINISH FLOORALT. - ALTERNATIVEAPROX. - APPROXIMATEARCH - ARCHITECTURALBD - BOARDBITUM - BITUMINOUSBLDG - BUILDINGBLKG - BLOCKINGBLM - BUREAU OF LAND MANAGEMENTBM - BENCHMARKBO - BOTTOM OFC&G - CURB AND GUTTERCABT - CABINETCIP - CAST IN PLACECLG - CEILINGCLO - CLOSETCLR - CLEARCL - CENTERLINECMU - CONCRETE MASONRY UNITCO - CARBON MONOXIDE DETECTORCOM - COMMUNICATIONSCONC - CONCRETECONST - CONSTRUCTIONCONT - CONTINUOUSCPT - CARPETCSMT - CASEMENTCTR - CENTERCT - CERAMIC TILEDEG - DEGREESDEMO - DEMOLISHDTL - DETAILDIA - DIAMETERDIM - DIMENSIONDW - DISHWASHERDIV - DIVISIONDN - DOWNDWR - DRAWERDWG - DRAWINGEDC - EDGE OF CONCRETEEDP - EDGE OF PAVEMENTELEC - ELECTRICALELEV. - ELEVATIONENGIN - ENGINEEREA - ENVIRONMENTAL ASSESSMENTEQ - EQUALEQUIP - EQUIPMENTEST - ESTIMATEEXIST - EXISTINGEG - EXISTING GRADEEXT - EXTERIORFO - FACE OFFIN - FINISHFG - FINISH GRADEFH - FIRE HYDRANTFP - FIREPLACEFIXT - FIXTUREFLSG - FLASHINGFD - FLOOR DRAINFL - FLOWLINEFT - FOOT OR FEETFTG - FOOTINGFDN - FOUNDATIONGALV - GALVANIZEDG- GASGS - GAS SERVICEGA - GAUGEGEN - GENERALG.C. - GENERAL CONTRACTORGWB - GYPSUM WALLBOARDHC - HANDICAPPED / ACCESSIBLEHDWD - HARDWOODHVAC - HEATING, VENTILATION AND AIR CONDITIONINGHT - HEIGHTHP - HIGHPOINTHWY - HIGHWAYHORIZ - HORIZONTALHB - HOSE BIBBHYD - HYDRANTINSUL - INSULATIONINT - INTERSECTIONJST - JOISTJB - JUNCTION BOXKIT - KITCHENLAV - LAVATORYLEED - LEADERSHIP IN ENERGY AND ENVIR. DESIGNL - LENGTHLT - LIGHT POLELIN - LINEARLF - LINEAR FOOTLP - LOW POINTMAINT - MAINTENANCEMH - MANHOLEMFR - MANUFACTURERMATL - MATERIALMAX - MAXIMUMMECH - MECHANICALMED - MEDIUMMEMB - MEMBRANEM- METERSM/W - MICROWAVEMIN - MINIMUMMISC - MISCELLANEOUSNATL - NATURALNOM - NOMINALNIC - NOT IN CONTRACTNTS - NOT TO SCALENO, # - NUMBEROC - ON CENTEROP - OUTLET PROTECTIONOPNG - OPENINGOVHD - OVERHEADORIG - ORIGINALPERF - PERFORATEDPED - PEDESTRIANPL - PLATEPLY - PLYWOODPI - POINT OF INTERSECTIONPT - POINT OF TANGENCYPREFAB - PREFABRICATEDPM - PROJECT MANAGERPROP - PROPOSEDQTY - QUANTITYRAD - RADIUSRE - REFER TO:REF - REFRIGERATORREINF - REINFORCEDREQ - REQUIREDR/A - RETURN AIRREV - REVISION/REVISEDROW - RIGHT OF WAYR- RISERRM - ROOMRO - ROUGH OPENINGSCHED - SCHEDULESECT - SECTIONSTBK - SETBACKSHT - SHEETSHWR - SHOWERSW - SIDEWALKSIM - SIMILARSD - SMOKE DETECTORSQ - SQUARESF - SQUARE FEETSM - SQUARE METERSSTD - STANDARDSTL - STEELSTOR - STORAGESS - STORM SEWERSTRUCT - STRUCTURALS/A - SUPPLY AIRSYM - SYMMETRICALTELE - TELEPHONETEMP - TEMPORARYTHK - THICKT&G - TONGUE AND GROOVET.O. - TOP OFTB - TOWEL BART- TREADTYP - TYPICALUE - UNDERGROUND ELECTRICUNFIN - UNFINISHEDUNO - UNLESS NOTED OTHERWISEUON - UNLESS OTHERWISE NOTEDUTIL - UTILITYVB - VAPOR BARRIERVENT - VENTILATIONVIF - VERIFY IN FIELDVERT - VERTICALVG - VERTICAL GRAINWSCT - WAINSCOTW- WATERW/C - WATER CLOSETWP - WATERPROOFWDW - WINDOWWD - WOODISSUE FORGATHIS DRAWING IS THE PROPERTY OF GALAMBOS ARCHITECTS INC. ALL WRITTEN AND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT OF GALAMBOS ARCHITECTS INC C COPYRIGHT 2012G A L A M B O SARCHITECTS, INC.314 D AABCASPEN, CO 81611(970) 429-1286DATEDRAWINGDATEPROJECT6/30/2017 4:13:35 PMMORRIS RENOVATION982 CEMETERY LANE ASPEN,COCVRGENERAL INFORMATION06/30/2017MORRIS RENOVATIONCVR GENERAL INFORMATIONZ-005 RDS COMPLAINCEZ-303 LIGHTING SPECSA-100D DEMOLITIONA-100 PROPOSEDA-501 EXTERIOR CONSTRUCTION DETAILSABBREVIATIONSARCHITECTURAL SYMBOLS/DRAFTING CONVENTIONSGENERAL NOTESPROJECT TEAMCODE COMPLIANCEBUILDING INFORMATIONDRAWING INDEXVICINITY MAPSITE LOCATION:982 CEMETERY LANES-100 STRUCTURALRDS Revised 06.22.2017Permit Set 07.30.170030.2018.ARBK982 Cemetary Lane LLC982 Cemetary Lane2735 1221 0002SMOKE ALARMS ANDCARBON MONOXIDEDETECTORS REQUIREDTHROUGHOUT DWELLINGUNIT PER CITY OF ASPENMUNICIPAL CODE 8.15
ISSUE FORGATHIS DRAWING IS THE PROPERTY OF GALAMBOS ARCHITECTS INC. ALL WRITTEN AND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT OF GALAMBOS ARCHITECTS INC C COPYRIGHT 2012G A L A M B O SARCHITECTS, INC.314 D AABCASPEN, CO 81611(970) 429-1286DATEDRAWINGDATEPROJECT6/30/2017 4:10:41 PMMORRIS RENOVATION982 CEMETERY LANE ASPEN,COZ-005RDS COMPLAINCE06/30/2017MORRIS RENOVATIONPermit Set 07.30.17
ISSUE FORGATHIS DRAWING IS THE PROPERTY OF GALAMBOS ARCHITECTS INC. ALL WRITTEN AND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT OF GALAMBOS ARCHITECTS INC C COPYRIGHT 2012G A L A M B O SARCHITECTS, INC.314 D AABCASPEN, CO 81611(970) 429-1286DATEDRAWINGDATEPROJECT6/30/2017 4:10:48 PMMORRIS RENOVATION982 CEMETERY LANE ASPEN,COZ-303LIGHTING SPECS06/30/2017MORRIS RENOVATIONA2A1D1 & D2Permit Set 07.30.1703/29/2018tonyf
DEMO PLAN NOTES1. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, BRACING AND MEANS AND METHODSREQUIRED FOR DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANYDEFLECTION OR DEFORMATION OF FLOORS, WALLS AND ROOF CAUSED BY IMPROPERSHORING AND BRACING.2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FLOOR PLANS, STRUCTURAL,LIGHTING, INTERIORS AND MECHANICAL DRAWINGS FOR THE EXTENT OF DEMOLITION ANDADDITIONAL REQUIREMENTS.3. ALL CONDITIONS TO BE VERIFIED IN THE FIELD PRIOR TO COMMENCEMENT OF WORK.ARCHITECT TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.4. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING WORK TO REMAINAND IS RESPONSIBLE FOR PATCHING AND RESTORING ALL TEMPORARY OPENINGS,SCRATCHES OR DAMAGES THAT ARE A RESULT OF DEMOLITION WORK.A-100D2A-100D3A-100D4CCBBAA332211EXISTING HOUSEREMOVE EXISTWALL SHINGLESREMOVE EXISTSTONE VENEEREXISTING FENCETO REMAINREMOVE EXISTROOF OVERENTRY DOORT.O. F.F. (MAIN)100'-0"21REMOVE EXIST STONE VENEERT.O. F.F. (MAIN)100'-0"CBAREMOVE EXIST STONE VENEERREMOVE EXIST WALL SHINGLESREMOVE SHINGLE MANSARDT.O. F.F. (MAIN)100'-0"21REMOVE EXIST ENTRY ROOFREMOVE EXIST STONE VENEERREMOVE EXIST WALL SHINGLESREMOVE EXIST FENCE LEGNORTHISSUE FORGATHIS DRAWING IS THE PROPERTY OF GALAMBOS ARCHITECTS INC. ALL WRITTEN AND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT OF GALAMBOS ARCHITECTS INC C COPYRIGHT 2012G A L A M B O SARCHITECTS, INC.314 D AABCASPEN, CO 81611(970) 429-1286DATEDRAWINGDATEPROJECT6/30/2017 4:10:26 PMMORRIS RENOVATION982 CEMETERY LANE ASPEN,COA-100DDEMOLITION06/30/2017MORRIS RENOVATIONSCALE 1/4" = 1'-0"1DEMO - MAIN LEVELSCALE 1/4" = 1'-0"2DEMO - PARTIAL NORTH ELEVSCALE 1/4" = 1'-0"3DEMO - WEST ELEVATIONSCALE 1/4" = 1'-0"4DEMO - SOUTH ELEVATIONRDS Revised 06.22.2017Permit Set 07.30.1703/29/2018tonyfSMOKE ALARMS ANDCARBON MONOXIDEDETECTORS REQUIREDTHROUGHOUT DWELLINGUNIT PER CITY OF ASPENMUNICIPAL CODE 8.15
CCBBAA321A-1005A-1003A-100430'-0"20'-0"2"1 1/2"2 1/2"11"1 1/2"2 1/2"2"EXISTING HOUSENEW DOWNLIGHTSNEW WOOD RAINSCREENEXISTING WALK TO REMAINA-5015NEW WALL TILE &RAINSCREEN WRAPCORNERNEW RAINSCREENSHADING DEVICENEW ROOF ABOVED1D2D1A1A1NEW SCONCESA1A2A1A2A1A1A1A1D1T.O. F.F. (MAIN)100'-0"CBA8'-6"NEW WALL SCONCE (TYP)NEW WOOD SIDINGNEW RAINSCREENSHADING DEVICENEW WALL TILENEW ROOFNEW RAINSCREENOVER EXIST WINDOWS4'-0"A-5013A-5012A-5011A-5014NEWGUTTERNEW DOWNSPOUTNEW TIE RODS21EXISTHOUSENEW WOOD SIDINGNEW RAINSCREENSHADING DEVICENEW WALL TILENEW ROOFEXISTFENCET.O. F.F. (MAIN)100'-0"1NEW WOOD SIDINGAS NEEDEDNEW WALL TILEEXISTING FENCECCBBAA2211A-1005A-1003A-1004NEW RAINSCREENNEWPORCHROOFEXISTINGHOUSENEW WOOD RAINSCREENNEWGUTTERNEW STEELTIERODSRE: STRUCT9'-0"4'-0"NORTHISSUE FORGATHIS DRAWING IS THE PROPERTY OF GALAMBOS ARCHITECTS INC. ALL WRITTEN AND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT OF GALAMBOS ARCHITECTS INC C COPYRIGHT 2012G A L A M B O SARCHITECTS, INC.314 D AABCASPEN, CO 81611(970) 429-1286DATEDRAWINGDATEPROJECT6/30/2017 4:10:21 PMMORRIS RENOVATION982 CEMETERY LANE ASPEN,COA-100PROPOSED06/30/2017MORRIS RENOVATIONSCALE 1/4" = 1'-0"2PROPOSED MAIN LVL PLANSCALE 1/4" = 1'-0"3PROPOSED - WEST ELEVSCALE 1/4" = 1'-0"4PROPOSED - SOUTH ELEVSCALE 1/4" = 1'-0"5PROPOSED - NORTH ELEVSCALE 1/4" = 1'-0"1PROPOSED ROOF PLANRDS Revised 06.22.2017Permit Set 07.30.17xSMOKE ALARMS ANDCARBON MONOXIDEDETECTORS REQUIREDTHROUGHOUT DWELLINGUNIT PER CITY OF ASPENMUNICIPAL CODE 8.15
CANTMETAL CAPFLASHINGEXISTING STRUCTUREGRIDEXIST FLAT ROOFAIR & MOISTUREINSULATION BARRIERNEW PARAPET WALLTO MATCH EXISTING1X WOOD SIDINGEXIST WALLEXIST PARAPET WALL3X3 SLATS3X SUPPORTS1/2" PLYWD2X WOOD OVERWATERPROOFINGEXIST SHEATHINGEXIST SHEATHINGEXISTING STRUCTUREGRIDEXTEND PARAPET WALL- HEIGHT AS REQ'D1X WOOD SIDINGMETAL CAP FLASHING5/8" PLY1X T&G SOFFIT2X2 TRIMRAFTER - RE: STRUCTWATERPROOF MEMBRANETAPERED RIGID INSULATIONDENSDECKEXIST FLAT ROOFSLOPE OFROOF2X WOOD OVERWATERPROOFING3/4"3/4"CANTEXISTING SHEATHINGCONT. METALFLASHING WITH DRIP2x WD FASCIA2x WD FASCIARAFTER - RE. STRUCT.1X SOFFITWP STRIP-IN-OVERLAPMETAL FLASHINGHEATED GUTTERBEAM RE: STRUCTSLOPETAPERED RIGID INSULATION5/8" PLYWDDENSDECKMETAL TIE-RODSRE: STRUCTWP MEMBRANEEXISTING WINDOWINTERIOREXTERIOREXISTING EXTERIORWALLTYP TILE WALL3X WOODSUPPORT3X3 WOOD SLATS1 1/2"2 1/2"3"6A-501LAG BOLTINTERIOREXTERIOREXISTING EXTERIOR WALL3X3 WOOD SLATS3X WOOD SUPPORTTYP TILE WALLMETAL FLASHING WITH DRIP4"+/-LAG BOLTCANTMETAL CAP FLASHINGEXISTING STRUCTUREGRIDEXIST FLAT ROOF2X WOOD OVERWATERPROOFINGEXTEND PARAPET WALL- HEIGHT AS REQ'DEXIST WALLEXISTINGSHEATHINGAIR & MOISTUREINSULATIONBARRIERDRAINAGE MATGALVANIZEDDIAMOND WIREFORTIFIEDMORTAR BEDWATERPROOFINGMEMBRANEMASONRYVENEER MORTARGROUTPORCELAIN TILETYP TILE WALL:ISSUE FORGATHIS DRAWING IS THE PROPERTY OF GALAMBOS ARCHITECTS INC. ALL WRITTEN AND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT OF GALAMBOS ARCHITECTS INC C COPYRIGHT 2012G A L A M B O SARCHITECTS, INC.314 D AABCASPEN, CO 81611(970) 429-1286DATEDRAWINGDATEPROJECT2/14/2018 8:18:14 AMMORRIS RENOVATION982 CEMETERY LANE ASPEN,COA-501EXTERIOR CONSTRUCTIONDETAILS06/30/2017MORRIS RENOVATIONSCALE 1 1/2" = 1'-0"1PARAPET DETAIL @ FRONT DOORSCALE 1 1/2" = 1'-0"2PARAPET DETAIL @ ENTRY ROOFSCALE 1 1/2" = 1'-0"3ENTRY ROOFSCALE 3" = 1'-0"5RAINSCREEN WINDOW-JAMBSCALE 3" = 1'-0"6RAINSCREEN OVER WINDOWSCALE 1 1/2" = 1'-0"4PARAPET DETAIL @ FRONTEXISTING STUD WALLEXISTING SHEATHINGTYP TILE WALL DETAILSchematic Design -Permit Set 07.30.1703/29/2018tonyf
NROOF FRAMING PLANSCALE: 1/4" = 1'-0"S10014'-0"9'-0"
1'-0"7'-0"1'-0"TIE RODTIE ROD2X8 AT
1'-4"
(E) 2X JOISTSEXISTING 2X4WALLS ANDHEADERS6X8
CCBBAA2211BLOCK BETWEEN WALLSTUDS AND CONNECTBEAM WITH HUC HANGERGENERAL NOTES:1. LIVE LOADS USED IN DESIGNA. ROOF SNOW75 PSF GROUND SNOW LOADB. BASIC WIND SPEED115 MPH EXPOSURE BC. SEISMICSITE CLASS D DESIGN CATEGORY C2.TESTING, INSPECTIONS AND OBSERVATIONSA.THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OFCONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODICOBSERVATIONS OF THE CONSTRUCTION. SUCH OBSERVATIONSSHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNINGAUTHORITIES OR SERVE AS “SPECIAL INSPECTIONS” AS MAY BEREQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE.3.STRUCTURAL STEELA.MISCELLANEOUS ITEMS SHALL BE A36 STEEL.B.STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED INACCORDANCE WITH THE LATEST PROVISIONS OF AISC “MANUAL OFSTEEL CONSTRUCTION”.4.WOODA.ALL FRAMING LUMBER SHALL BE DRY HEM-FIR, GRADED BY WESTERNWOOD PRODUCTS ASSOCIATION AND CONFORMING TO NO. 2GRADE (Fb = 850 PSI). TIMBERS (5X5 AND LARGER) SHALL BEDOUGLAS FIR LARCH NO. 1 GRADE (Fb = 1350 PSI).B.“LVL” INDICATES LAMINATED VENEER LUMBER MEMBERS, WHICHSHALL HAVE THE FOLLOWING MINIMUM STRESS CAPACITIES: Fb =2800 PSI, Fv = 285 PSI, E = 2,000,000 PSI. BUILT UP MEMBERSSHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS.C.PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTSAND ENDS OF CANTILEVERS.D.WHEN PRESERVATIVE TREATED LUMBER IS USED ALL CONNECTIONSAND NAILING SHALL BE ADEQUATELY GALVANIZED.E.ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADEWITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTEDOTHERWISE.F.FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TOTHE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE.G.PLYWOOD DECK AND/OR ORIENTED STRAND BOARD1. APPLICATION SHALL BE IN ACCORDANCE WITHRECOMMENDATIONS OF THE AMERICAN PLYWOODASSOCIATION.2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARKOF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEETTHE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATESTEDITION FOR PLYWOOD.3. FOR ROOF USE 5/8” (40/20 SPAN RATING) EXPOSURE ISHEATHING NAILED WITH 10D NAILS AT 6” ON CENTER ALONGPANEL EDGES AND AT 12” ALONG INTERMEDIATE SUPPORTS.5. ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAINPERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUEAND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS.7.GENERALA.ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURALSUBSTITUTIONS.B.ALL DIMENSIONS AND DETAILS ON STRUCTURAL DRAWINGS SHALL BEFIELD VERIFIED AND CHECKED AGAINST ARCHITECTURAL DRAWINGS.C.WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BEAS SHOWN IN ARCHITECTURAL DRAWINGS AND DETAILS.D.ELEMENTS SUCH AS NON-BEARING PARTITIONS ATTACHED TOAND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNTDEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS.E.CONTRACTOR SHALL FIELD VERIFY ALL ASSUMED EXISTINGCONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED,NOTIFY ENGINEER.F.(E) INDICATES EXISTING, (N) INDICATES NEW(N) 3 1/2" X 7 1/4"SOLID LVL COLUMN(N) 3 1/2" X 7 1/4"SOLID LVL COLUMN4'-0" MAX RE: ARCH7/16" MIN SQUARE STEELBAR OR 1" DIAMETER ROUNDSTEEL BAR THREADED EACHEND WITH NUTS AND 2 1/2" X2 1/2" WASHERS EACH SIDEOF SUPPORT EACH END1S100ENTRY ROOFSCALE: 3/4" = 1'-0"EXISTING 2X4 AT 1'-4" BEARING WALLWITH SHEATHING AND HEADERS2X8 AT 1'-4" WITH U HANGERSOR A35 CLIPS EACH ENDEXISTING 2X ROOF JOISTS AT1'-4" WITH PLYWOOD OR OSBSHEATHING FIELD VERIFYHANGER JOIST FROM NEWCOLUMN IF NEEDED1'-6" MAXF.V.1'-0" MAXF.V.EXISTING ROOF TOPPINGLAYER TO REMAIN2X8 LEDGER WITH LEDGERLOKSCREWS AT 1'-0" STAGGEREDNEW 2X8 MINIMUM BLOCKING ATNEW ROOF TO WALL TOP PLATES1'-4" MIN F.V.6X8 BEAMROOF SHEATHING3 1/2" X 7 1/4" MIN SOLID LVLCOLUMN AT STEEL RODLOCATION CONTINUOUS FROMSILL PLATE THROUGH ALL WALLPLATES TO TOP OF PARAPETSIMPSON CS20 STRAP WRAPPEDAROUND NEW LVL COLUMN ANDNAILED TO TWO ROOF JOISTSWITH (10)-10d NAILS EACHA35 EACH STUD TO TOP PLATESSTRAP ACROSS INTERRUPTEDWALL TOP PLATES AT LVLCOLUMN TYPICALBLOCK SOLID EACHSIDE OF LVLSTRUCTURAL FRAMINGPLANS, DETAILS, ANDGENERAL NOTESS-100STRUCTURAL
ENGINEERING, LLCFOXMORRIS RENOVATION
982 CEMETERY LANE, ASPEN, COLORADOPROJECT #1737DRAWN: CM/KFDATE: 06/30/2017FOR PERMIT216 SNOWBERRY WAY
DILLON, COLORADO 80435
(970) 376-200503/29/2018tonyf