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Home My WebLink AboutFile Documents.509 Oregon Trl.0038-2022-BRES (15) Recent revision history ABBREVIATIONS SYMBOL LEGEND PROJECT DIRECTORY SHEET INDEX " Date Description NCD Air Condi Drain JAN-BJanitortiR Riser ARCHITECTURAL-GENERAL INFORMATION AD Area Drain J-BOX Junction RA Return Air OWNER: OREGON TRAIL LLC ADDL Additional JS Janitor's Sink RB HK Robe Hook0 715 W MAIN ST#201 A0.01 COVER ADJ Adjacent,Adjustable JST Joist RCP Reflected Ceiling Plan REVISION CLOUD&TAG ASPEN CO 81611 AFC Above Finished Counter JT Joint RD Roof Drain A0.10 GENERAL NOTES AFF Above Finished Floor RDG INS Rigid Insulation A0.11 GENERAL NOTES ARCHITECT: BRYAN MAY ARCHITECTURE AFG Above Finished Grade RE Reference/Refer To ROOM KO Kiln Dried 601 RIO GRANDE PLACE AFS AboveirH dg Finished Slab REC Recessed NAME ARCHITECTURAL-PROPOSED DRAWINGS KIT Kitchen ROOM NAME&NUMBER SUITE 109 ALU Air Handling Unit RECPT Receptaclet KO Knock Out 11011ASPEN,CO.81611 300. ALUM Aluminum REF Refrigerator KOP Knock Out Panel PHONE:970.300.2086 A2.00 EXISTING-BASEMENT LEVEL FLOOR PLAN APPROX ApproximateREINF Reinforce ARCH Architectural) REQ'D Required CONTACT:BRYAN MAY A2.01 EXISTING-LEVEL 1 FLOOR PLAN ASPH Asphalt RES Residential X BMAY@BRYANMAYARCHITECTURE.COM A2.02 EXISTING-LEVEL 2 FLOOR PLAN AN Audio Visual L CLO Linen Clnset RESIL Resilient CELL:970.315.2229 A2.10 DEMOLITION-BASEMENT LEVEL FLOOR PLAN L PT Low Point REST Restroom A2.11 DEMOLITION-LEVEL 1 FLOOR PLAN B PL Base Plate L&P Lath&Plaster RET Retaining) X — BUILDING GRID INTERIOR JOHN BOSSARD INTERIORS A2.12 DEMOLITION-LEVEL 2 FLOOR PLAN BAT Batten LAM Laundry(d) REV Revise ed Ion BB Baseboard LAU Laundry ()( )( ) DESIGNER: 3133 MAPLE DRIVE NE,SUITE 180 A2.20 BASEMENT LEVEL FLOOR PLAN RF R BITUM Bituminous LAV Lavatory Resilient Flooring ATLANTA,GA 30305 A2.21 LEVEL 1 FLOOR PLAN BLDG Building LC Laundry Chute RFG Roofing 770.300.7635 LD Linear Diffuser RFI Request for Information A2.22 LEVEL 2 FLOOR PLAN BLW Below RFL Reflect(ed)(ive) A3.00 BASEMENT LEVEL REFLECTED CEILING PLAN BM Beam LDG Landing ELEVATION VIEW NUMBER LF INS Loose Fill Insulation RH Right Hand A3.01 LEVEL 1 REFLECTED CEILING PLAN BO Bottom of RM Room %IF CONTRACTOR: SH BUILT BOT Bottom LGTH Length RO Rough Opening ELEVATION SHEET NUMBER 314 AABC,SUITE#B A3.02 LEVEL 2 REFLECTED CEILING PLAN BRG Bearing LH Left Hand ROW Right of Way ASPEN,CO 81611 A9.24 INTERIOR ELEVATIONS-LIVING ROOM(FIREPLACE) BRKT Bracket LKR Locker RS Rough Sawn PHONE:970.923.1122 Notes&Legend BSMT Basement LL Live Load RV Roof/Radon Vent CONTACT:BETH SMITH Contractor must verify all dimensions on site before BTWN Between LMST Limestone RVL Reveal ® WINDOW NUMBER BETH@SHBUILT.COM commencing work or preparing shop drawings.Do not LNDSCP Landscape CELL:970.948.8782 scale drawings. C CONC Cast Concrete LOC Location CAB Cabinet LP Light Pole S South CFMF Cold Formed Metal Framing LT WT Lightweight SIS Surfaced One Side ® DOOR NUMBER CIP Cast in Place LVD Louvered S2S Surfaced Two Sides PLAN TRUE CJ Control Joint LVR Louver S4S Surfaced Four Sides NORTH NORTH LWC Lightweight Concrete \ CL Centerline LYR La er SA Supply Air CLG Ceiling y SCHED Schedule y NORTH ARROW CLO Closet SCHEM Schematic CLR Clear MACH ROM Machine Room SCP Scupper CMU Concrete Masonry Unit MAINT Maintenance SCRN Screen CO Cleanout MAS Masonry SD Smoke Detector,Storm Drain / GLAZING SYMBOL COL Column MATL Material SDG Siding COMM Commercial MAU Make Up Air SECT Section CONC Concrete MAX Maximum SF Square Foot T .XXXX CPT Carpet MC Metal Clad SGD Sliding Glass Door 99O'-0' - ELEVATION MARKER CSMT Casement MCB Metal Comer Bead SHR Shower CTR Center MECH Mechanical SHRD Shower Drain MECH RM Mechanical Room SHT Sheet +X-X"B.O.CLG. CEILING HEIGHT, D Deep MEMB Membrane SHTH'G Sheathing REF.LEVEL AS INDICATED DEMO Demolition MEZZ Mezzanine SIM Similar DET Detail MF Mill Finish SMP Sump PumpCIE DF DrinkingFountain MFD Manufactured SND INS Sound Insulation IT Slab On Grade CIE ASSEMBLY TYPE KEY DH Double Hung MFR REC Manufacturer Recommendation DIA Diameter MIN Minimum SPEC Specification(s) DIM(S) Dimension(s) MIRR Mirror SPKLR Sprinkler AI Damproofing MISC Miscellaneous SPKR Speaker DR Drain ML Metal Lath SQ Square virBUILDING SECTION CUT KEY DS Downspout ML&P Metal Lath&Plaster SS Solid Surface DTL Detail MLDG Molding SST Stainless Steel ,., DW Dishwasher MLWK Millwork STAG Staggered is, MO Masonry Opening STC Sound Transmission Class NU slm. WALL SECTION CUT KEY E East MTD Mounted STD Standard EA Each MTL Metal STL Steel EJ Expansion Joint MTLB Metal Base STOR Storage S EL Elevation MTLD Metal Door STRUCT Structural EXTERIOR ELEVATION SYMBOL ELEC Electric(al) MTLF Metal Flashing SUB Substitute ELEV Elevator MTLR Metal Roof(ing) SUB FL Subfloor EMER Emergency MULL Mullion SURV Survey ENCL Enclosure MULT Multiple SUSP Suspended BOO Edge of Slab SVC Service .02INTERIOR ELEVATION SYMBOL EP Edge of Pavement N North SYMM Symmetrical a EQ Equal NA Not Applicable EQUIP Equipment NAT Natural T Tread mks.ESMT Easement NC Noise Criteria — T&G Tongue and Groove , DETAIL CALLOUTS EXHV Exhaust Vent TBD To Be Determined I I NCMBL Non-combustible EXST Existing TEL Telephone NE Not Exceeding EXT Exterior NFPA National Fire Protection Assoc. TEL JK Telephone Jack L—J NIC Not in Contract TFF Top of Finish Floor FA Fire Alarm NO Nominal THK Thickness . .A1.1.3 VIEW REFERENCE REVIEWED FOR CODE COMPLIANCE FAR Floor Area Ratio NOM Number THR Threshold FAS Fascia NR Noise Reduction THRUOUT Throughout FCU Fan Coil Unit NRC Noise Reduction Coefficient TMPD Tempered MATERIAL INDICATIONS 07/25/2022 FD Floor Drain NTS Not to Scale TO Top Of FE Fire Extinguisher TO FIN Top of Finish PLY Top of Plywood(Sheathing) I�\ moms coaanssoaatec FECFire Extinguisher Cabinet TOB Top of Beam I.\ FIN INEARTH WORK Finish F OAOverall,Outside Air FIN FLR Finish Floor OC On Center TOC Top of Column FIN GR Finish Grade OD Outside Diameter Top of Concrete Stamp FLASH Flashing OFD Overflow Drain Top of Curb -'S-'S+, STONE/GRAVEL/POROUS FILL FLR Floor OFC Office TOF Top of Footing .OF COI O FO Finished Opening OFS Outside Face of Studs TOJ Top of Joist �9 FOC Face of Concrete OH Overhang,Overhead TOPL Top of Plate >Wl MASONRY /. FOM Face of Masonry OPNG Opening TOS Top of Slab co yip FOS Face of Stud OPP Opposite Top of Steel BRYA1 J AY FOW Face of Wall OPR Operable TOW Top of Wall K (7 FP Fireplace OPT Optional TPH Toiler Paper Holder FIREBRICK / 403957 FRP Fiber Reinforced Plastic OR Outside Radius TV elion 1. A, V FRTW Fire Retardant Treated Wood ORD Overflow Roof Drain Typical �j/ r, FRZ Freezer OUT Outlet Y/�� BRICK 5 1< AR• CS\�FS Floor Sink OVFL Overflow UC Undercut FT Foot or Feet UL Underwriters Laboratory PROJECT INFORMATION AND DESIGN CRITERIA FTG Footing UNFIN Unfinished \\ STONE FURG Furring PART Partial UNO Unless Noted Otherwise PROJECT: 509 OREGON TRL. ®Bryan May Architecture LLC(BMA) FURN Furniture UTIL Utility The information and design intent contained within this FW Fire Wall PCC Precast Concrete document is the property of BMA.No part of this ��A PERF Perforated CONCRETE MASONRY UNIT PERMIT it: PENDING information may be used without the prior w,itten PERIM Perimeter VAN Vanity LEGAL Subdivision:MAROON CREEK TOWNHOMES Lot:9 permission of BMA.BMA shad retain all common law G DISP Garbage Disposal PERP Perpendicular VAR Varies,Variable DESCRIPTION: statutory and other reserved rights,including copyright GALV Galvanized PK GAR Parking Garage VCT Vinyl Composition Tile CAST IN PLACE&PRECAST CONCRETE R-2? Or Townhouse using IRC?Referenced IBC and IPC section numbers in thereto GC General Contractor PK LOT Parkin Lot VERT Vertical a"• 9 red-lines.Requirements would have been in the IRC. Project GDR Guard Rail PL Property Line orPlate VIF Vertical Grainieid OCCUPANCY T ESIDENTIAL FYRWALD RESIDENCE GFCI Ground Fault Circuit Interrupter PLAM Plastic Laminate VIF Verify In Field CLASSIFICATION:��• GLZ Glazing PLAS Plaster VNR Veneer GROUT/MORTAR BUILDING TYPE: PE A 1 0 R) gg GSB Gypsum Sheathing Board PLB Plumb VR Vapor Retarder • If was/is a VA building then the fire resistive ratings GUT Gutter PLBG Plumbing FIRE SPRINKLER: NFPA 13R would not be 0.Added noes to plans that all fire GYP BD Gypsum Board PLF Pounds Per Lineal Foot `` j SAND resistive assemblies shall be maintained. Address PSF Pounds Per Square Foot W West,Width fr''`'•-Y:1 FIRE RESISTANCE RATING 0 HOUR PSI Pounds Per Square Inch W/D Washer/Dryer REQUIREMENTS FOR 509 OREGON TRAIL H PT High Point PLYWD Plywood W/ With BUILDING ELEMENTS ASPEN,CO 81611 HB Hose Bib PMTL Painted Metal W/O Without f .. .1 GRASS (HOURS): HC Handicap(ped) PNL Panel WC Watercloset HCWD Hollow Core Wood Door POS Point of Sale WD Wood HD Hand Dryer PRCST Precast WDW Window VA ALUMINUM 'REQUIREMENTS: PER 2015 IECC TABLE R402.1.2(AS AMENDED BY CITY OF ASPEN ORDINANCE 40,2016) bryan may HDR Header PREFAB Prefabricated WP Waterproofing REQUIREMENTS: CLIMATE ZONE:7 HDW Hardware PREFIN Prefinished WPM Waterproof Membrane FENESTRATION U-FACTOR:0.28 architecture+interiors HGT Height PRKG Parking WRB Weather Resistive Barrier r I//� SKYLIGHT U-FACTOR:0.55 HMD Hollow Metal Door PROP Property WWF Welded Wire Fabric STEEL CEILING R-VALUE:49 wwa.bryanmayarchitecture.com 970.300.2086 HMDF Hollow Metal Door Frame PT Paint WWM Welded Wire Mesh WOOD FRAME WALL R-VALUE:20+5 OR 13+10(h) ©Bryan May Architecture LLC MASS WALL R-VALUE:19/21(i) HNDRLHandrailon PT CONC Post Polyvinyl Tensioned Concrete --------- FLOOR R-VALUE:38 HORIZHorizontal PVC Power Chloride ®®®®® PLYWOOD BASEMENT WALL R-VALUE:15/19(c) Protect number Size check HSKPGWTHot Water Housekeeping PWR Power .dddd_ SLAB R-VALUE&DEPTH:10,4 FT(d)HWT Hot Water Tank 2015 QC Quality Control FINISH CARPENTRY CRAWL SPACE WALL R-VALUE:15/19(c) Sheet size Scale AQ ndoor Air Quality QT Quarry Tile SYMBOLS USED AS 24736"4'X36" As indicated BC ntemational Building Code QTY Quantity ABBREVIATIONS: NAM _ Table Footnotes: D nside Diameter (�� BATT/BLANKET/LOOSE FILL INSULATION c."15/19"means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the Sheet tide FS nside Face of Stud 2 angle 1st first �� IC mpact Isolation Class centerline 2nd second interior of the basement wall."15/19"shall be permitted to be met with R-13 cavity insulation on the interior of the basement COVER LLUM Ilumination C channel 3rd third wall plus R-5 continuous insulated sheathing on the interior or exterior of the home."10/13"means R-10 continuous insulated N nch(es) d penny 4th fourth EEE RIGID INSULATION sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. NCL ncluded(ing) . perpendicular 5th fifth d.R-5 shall be added to the required slab edge R-values for heated slabs.Insulation depth shall be the depth of the footing or 2 NFO nfonnation PL plate 6th sixth feet,whichever is less in Zones 1 through 3 for heated slabs. NSTL nstall 0 diameter 7th seventh l;^�^:-�; FIBER BOARD g.Or insulation sufficient to fill the framing cavity,R-19 minimum. NSUL nron L angle 8th eighth Sheet number NT ntenioterior h.The first value is cavity insulation,the second value is continuous insulation,so"13+5"means R-13 cavity insulation plus R-5 RECEIVED NV overt continuous insulation. NV EL nvert Elevation ri'..r•:."":] GYPSUM i.The second R-value applies when more than half the insulation is on the interior of the mass wall. 03/18/2022 Date generated 3/10/2022 8:48:56 PM Autodesk Docs>/509 Oregon Trail2015_509 Oregon Trailmt ASPEN BUILDING DEPARTMENT Recent revision history DIVISION 1-GENERAL REQUIREMENTS SUBMITTALS DEMOLITION # Date Description 2022.03.10 PERMIT SET 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. 1. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN INTENT OF THE PROJECT.THE 1. THOROUGHLY DOCUMENT(PHOTOGRAPHS,MEASUREMENTS,POINT CLOUDS,ETC.)EXISTING CONDITIONS OF THE HISTORIC STRUCTURE PRIOR 2. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKERS.IT IS THE CONTRACTOR'S RESPONSIBILITY ARCHITECTS REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. TO ANY ASSOCIATED DEMOLITION OR RESTORATION WORK.PROVIDE ARCHITECT AND OWNER A DIGITAL RECORD OF DOCUMENTATION WITHIN THAT ALL SUBCONTRONTRACTORS'CONSTRUCTION DOCUMENTS REFLECT THE SAME,APPROVED INFORMATION.THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL MAKE DUPLICATE(MINIMUM THREE COPIES FOR ARCHITECTURAL ITEMS,MINIMUM FOUR COPIES FOR THOSE TWO WEEKS. ALSO MAINTAIN,IN GOOD CONDITION,ONE COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS,ADDENDUMS,AND INVOLVING SUB-CONSULTANTS)SUBMITTALS TO THE ARCHITECT FOR REVIEW AS REQUIRED.THE SUBMITTALS SHALL BE MADE IN A TIMELY 2. CONDUCT DEMOLITION OF APPLICABLE AREAS OF THE HISTORIC STRUCTURE INCREMENTALLY AND IN LAYERS IN ORDER TO AVOID LOSS OF CHANGE ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE MADE MANNER SO AS TO ALLOW THE ARCHITECT SUFFICIENT TIME FOR REVIEW AND SO AS TO NOT DELAY THE CONSTRUCTION.TWO WEEKS HISTORIC MATERIAL. AVAILABLE TO BUILDING AND FIRE INSPECTORS FOR REFERENCE DURING CONSTRUCTION. MINIMUM REVIEW TIME FOR LARGE SUBMITTALS OR SUBMITTALS REQUIRING ADDITIONAL CONSULTANT REVIEW.SHORTER REVIEW PERIODS 3. NOTIFY ARCHITECT AND OWNER IF ANY ITEMS OF HISTORICAL SIGNIFICANCE ARE UNCOVERED DURING DEMOLITION,PRIOR TO FURTHER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB CAN BE EVALUATED ON A CASE BY CASE BASIS.ELECTRONIC SUBMITTALS SUBMITTED IN LIEU OF HARDCOPY SUBMITTALS SHALL BE REVIEWED DEMOLITION IF POSSIBLE. COMPLETION. AT THE DISCRETION OF THE ARCHITECT. 4. INSPECT EXISTING WINDOWS FROM INTERIOR AND EXTERIOR WITH ARCHITECT PRIOR TO DEMOLITION.ANY WINDOWS DEEMED HISTORIC SHALL 4. ALL CONTRACTORS SHALL GUARANTEE ALL WORK(MATERIAL AND WORKMANSHIP)TO BE FREE FROM DEFECT FOR A PERIOD OF TWELVE 3. SHOP DRAWINGS WILL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT.REVIEW OF SHOP DRAWINGS BY THE ARCHITECT WILL BE FOR BE PROTECTED AND PRESERVED DURING THE COURSE OF THE PROJECT. MONTHS FROM THE DATE OF OCCUPANCY(UNLESS OTHERWISE PROVIDED FOR IN THE CONTRACT).IF A CLAIM OF DEFECTIVE MATERIAL OR DESIGN INTENT ONLY.ACTUAL CONSTRUCTION DETAILS DEPICTED ON THE SHOP DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. DEMOLITION SHALL NOT BE LIMITED SOLELY TO ITEMS SPECIFICALLY SHOWN IN THE DEMOLITION DRAWINGS.THE INTENT IS TO SHOW THE FAULTY WORKMANSHIP IS MADE DURING THE TWELVE MONTH PERIOD,THE RESPONSIBLE CONTRACTOR(S)SHALL REPLACE OR REPAIR THE CONTRACTOR WILL NOT SUBMIT ANY SUBMITTAL WITHOUT PRIOR REVIEW FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.THE GENERAL SCOPE OF DEMOLITION REQUIRED TO PREPARE FOR RENOVATION.SEE ALL FLOOR PLANS,INTERIOR ELEVATIONS,DETAILS,AND WORK AT NO COST AND AT SUCH TIME AS DETERMINED BY THE CONVENIENCE OF THE OWNER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT WILL NOT REVIEW ANY SUBMITTALS THAT HAVE NOT BEEN REVIEWED FIRST BY THE CONTRACTOR. SCHEDULES FOR FULL EXTENT OF WORK. ALL SUBCONTRACTOR WORK. 4. SUBMITTALS REQUIRING DIMENSIONS TO BE VERIFIED IN FIELD SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 6. WHERE APPLICABLE,ALL STRUCTURES,EXISTING TO REMAIN,SHALL BE PROPERLY SHORED AND OR SUPPORTED IN ACCORDANCE WITH THE 5. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE,AND ALL OTHER ORDINANCES,CODES AND REGULATIONS LISTED IN THE 5. IN ADDITION TO THE SUBMITTALS REQUIRED BY THESE CONTRACT DOCUMENTS,PROVIDE ALL THE SUBMITTALS REQUIRED BY GOVERNING CONTRACTED STRUCTURAL ENGINEER'S'WAYS AND MEANS'AND GUIDELINES.CONTRACTORS TO ASSUME LIABILITY FOR SUCH MOVEMENT, SPECIFICATIONS OR ON THE DRAWINGS,AND REQUIRED BY THE LOCAL BUILDING AUTHORITIES.THE GOVERNING CODE,RULES AND AUTHORITIES. SETTLEMENT,DAMAGE OR INJURY RESULTING FROM DEMOLITION WORK. REGULATIONS ARE COLLECTIVELY REFERRED TO AS"THE CODE". 6. IF APPLICABLE,ALL SOLID SURFACE AND STONE SLAB SAMPLES TO BE SUBMITTED SHOWING FULL RANGE OF VARIATION. 7. COMPLY WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL CODES AS WELL AS REGULATIONS PERTAINING TO THE SAFETY OF ALL PERSONS, 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.QUANTITY TAKE-OFFS MUST BE TAKEN AND VERIFIED BY THE 7. PHYSICAL SAMPLES TO BE 12"X 12"IN DIMENSION,UNLESS OTHERWISE COMMUNICATED TO ARCHITECT. PROPERTY AND ENVIRONMENTAL PROTECTION. CONTRACTOR.REPORT ANY DISCREPANCIES TO THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. 8. FULL SCALE MOCK-UP AND APPROVAL OF SIDING,RAINSCREEN,AND METAL ROOF SYSTEMS WILL BE REQUIRED FOR ARCHITECT APPROVAL. 8. CEASE OPERATIONS IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED.DO NOT RESUME OPERATIONS UNTIL SAFE CONDITIONS ARE 7. SHOULD ANY CONDITION ARISE WHERE THE INTENT ON THE DRAWINGS IS IN DOUBT,WHERE THERE IS A DISCREPANCY BETWEEN THE MOCK-UP SHALL INCORPORATE ALL ANTICIPATED APPLICABLE FLASHING CONDITIONS AND AT LEAST ONE WINDOW AND DOOR.OTHER MOCK- RESTORED. DRAWINGS AND FIELD CONDITIONS,WHERE THERE APPEARS TO BE AN ERROR,CONFLICT,OR OMISSION ON THE DRAWINGS,THE ARCHITECT UPS MAY BE REQUIRED.COORDINATE MOCK-UP LIST,REQUIREMENTS AND TIMING/SCHEDULE WITH ARCHITECT.CONSTRUCTION SCHEDULE 9. REMOVE FROM SITE AND LEGALLY DISPOSE OF REFUSE,DEBRIS,RUBBISH AND OTHER MATERIALS,RECYCLING WHERE POSSIBLE AND AS SHALL BE NOTIFIED IMMEDIATELY BEFORE THE CONDITION IS ALTERED.THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE IMPACTS SHALL NOT BE REASON FOR OMITTING A REQUIRED MOCK-UP.IF A REQUIRED MOCK-UP IS OMITTED,CONTRACTOR SHALL PROVIDE REQUIRED,RESULTING FROM DEMOLITION OPERATIONS DAILY.SITE TO BE LEFT BROOM CLEAN AND READY TO RECEIVE NEW FINISHES. ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK.THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR MOCK-UP AND MAKE-UP ANY SCHEDULE DELAYS AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR TO INSPECT AND DETERMINE THE VIABILITY OF EXISTING ELECTRICAL SYSTEM AND COMPONENTS FOR ITEMS TO REMAIN, AFTER THE START OF CONSTRUCITON WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT.THE MEANS OF CORRECTING 9. HISTORIC RESTORATION ITEMS MAY REQUIRE SHOP DRAWINGS AND/OR SUBMITTALS IN ADDITIONAL TO THE BELOW ITEMS. REPLACE AS REQUIRED. ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT. 10. THE CONTRACTOR SHALL SUBMIT EITHER SHOP DRAWINGS OR DATA SHEETS FOR THE FOLLOWING ITEMS WHEN THEY FORM A PART OF THE 11. CONTRACTOR TO INSPECT AND DETERMINE THE VIABILITY OF EXISTING MECHANICAL SYSTEM AND COMPONENTS FOR ITEMS TO REMAIN, S. IN THE EVENT OF CONFLICTING REQUIREMENTS BETWEEN ITEMS ON THE DRAWINGS OR BETWEEN ITEMS IN THE SPECIFICATIONS,OR BETWEEN WORK: REPLACE AS REQUIRED. ITEMS ON THE DRAWINGS AND IN THE SPECIFICATIONS,THE MORE STRINGENT OR COSTLY SHALL GOVERN,UNLESS OTHERWISE DECIDED BY -FIRE SPRINKLERS AND PROPOSED LOCATIONS 12. REMOVE ALL INTERIOR GYPSUM BOARD FROM WALLS AND CEILINGS,U.N.O.RECYCLE REMOVED MATERIAL WHERE POSSIBLE. Notes&Legend THE ARCHITECT. -ARCHITECTURAL AND/OR ORNAMENTAL METAL WORK/SNOW FENCES 9. NOTED DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE.ARCHITECT TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY BEFORE -WINDOWS Contractor must verify all dimensions on site before PROCEEDING WITH ANY WORK.LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.ALL DIMENSIONS ARE TO THE FACE OF FRAMING -METAL SIDING/ROOFING PROPOSED SITE PLAN commencing work or preparing shop drawings.Do not scale drawings. UNLESS OTHERWISE NOTED. -ROOFING AND FLASHING MATERIALS AND PROPOSED LOCATIONS 10. NO DEVIATION FROM THE STRUCTURAL DESIGN WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER TO DEVIATE FROM THE -DOORS AND FRAMES 1. ARCHITECTURAL SITE PLAN IS PROVIDED FOR COORDINATION/REFERENCE ONLY.REFER TO SPECIFIC CONSULTANT DOCUMENTATION FOR PLANS OR SPECIFICATIONS. -DOOR HARDWARE AND PROPOSED LOCATIONS FURTHER INFORMATION(CIVIL,LIGHTING DESIGNER,ETC.) 11. ALL WORK(BOTH TEMPORARY AND PERMANENT)SHALL COMPLY WITH ALL APPLICABLE OSHA REQUIREMENTS. -HARDWARE 2. ALL FLATWORK IDENTIFIED AS"ACCESSIBLE ROUTE"SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ICC ANSI A117.1-2009.COORDINATE 12. NO REQUEST FOR ADDITIONAL COST WILL BE GRANTED DUE TO CONTRACTOR'S FAILURE TO OBTAIN OVERTIME REQUIREMENTS CLARIFICATION -MASONRY AND GROUT ADDITIONAL REQUIREMENTS WITH CIVIL DRAWINGS AND ARCHITECTURAL PLANS. PRIOR TO OWNER-GENERAL CONTRACTOR AGREEMENT. -WOOD SIDING AND TRIM 3. ALL EXISTING TREES TO REMAIN.PROTECT TREE ROOTS BELOW TREE DRIP LINES DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL PROVIDE OPERATION AND MAINTENANCE DATA IN BOOK/BINDER FORM AT END OF JOB TO THE OWNER ON ALL -MILLWORK AND CASEWORK 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR UTILITIES,GRADING,DRAINAGE,EROSION CONTROL,AND OTHER SITE SCOPE AND MATERIALS,SYSTEMS,AND EQUIPMENT WHERE SUCH INFORMATION IS AVAILABLE. -SPECIAL DOORS,WALLS,SCREENS OR PANELS SPECIFICATIONS,TYP. 14. PROVIDE CONTRACTOR'S COMPLETE WRITTEN WARRANTIES IN DUPLICATE PRIOR TO SUBMITTING APPLICATION FOR FINAL PAYMENT.LIST DATE -LIGHT FIXTURES 5. REFER TO LIGHTING DESIGNER DRAWINGS AND SPECIFICATIONS FOR EXTERIOR LANDSCAPE LIGHTING AND DARK SKY COMPLIANT FIXTURES OF ACCEPTANCE AS START DATE OF WARRANTY PERIOD. -AIR DIFFUSERS,AIR BARS OR STRIPS 6. A MINIMUM OF R-10 INSULATION SHALL BE INSTALLED UNDER ALL AREAS TO BE SNOWMELTED,RE:ASSEMBLIES. 15. THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED THE PREMISES AND TO UNDERSTAND CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO -APPLIANCES OPERATE IN PERFORMING THE CONTRACT.NO ALLOWANCE WILL BE MADE SUBSEQUENTLY ON BEHALF OF CONTRACTOR FOR ANY ERROR -SPECIAL EQUIPMENT PROPOSED FLOOR PLANS THROUGH NEGLIGENCE ON HIS PART IN EXAMINING PREMISES.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT -PLUMBING FIXTURES DOCUMENTS,EXISTING FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY.IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER -LANDSCAPE/PLANTING SPECIES AND LOCATIONS 1. DIMENSIONS AT NEW PARTITIONS AND FURRING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.DIMENSIONS FROM EXISTING COORDINATION QUESTIONS,THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FORM THE ARCHITECT AND/OR ENGINEER -GARDEN IRRIGATION CONSTRUCTION WITH FINISH TO REMAIN ARE TO FACE OF FINISH.SEE DIMENSION PLANS FOR FURTHER INFORMATION. BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR ANY RELATED WORK. -BACKSPLASHES OTHER THAN TILE 2. REFERTO SCHN THS ALL WALL,FLOOR,AND CEILINGO FINISHH. INFORMATION. 16. ANY WORK NOTED"BY OTHERS"OR"NIC"IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE CONTRACTOR AND IS NOT TO BE A -WHISPER SPAN/WHISPER CEILING CEILING ACOUSTIC TREATMENT 3. DUFORS FOR ALWALL, PART OF THE CONSTRUCTION AGREEMENT.THE CONTRACTOR IS TO COORDINATE AND COOPERATE WITH"OTHER"CONTRACTORS,ARCHITECT, -FIRESTOPPING PRODUCTS AND LOCATIONS TO BE UTILIZED 4. PROVIDEFURNITURE SHOWNBLOCKING FOR REFERENCE WALL-MOUNTEDONLY.CABINETS,EQUIPMENT,PLUMBING ACCESSORIES,AND AT ALL ART LOCATIONS,TYP. AND OWNER SELECTED VENDORS MEANS REQUIRED. -FIRE/SMOKE A DAMPERS AND SIM.OPENING PROTECTIVES AND LOCATIONS TO BE UTILIZED 5. ALL EXISTING CONSTRUCTION THAT IS TO REMAIN SHALL BE PATCHED AND REPAIRED AS NECESSARY TO MAINTAIN A CLEAN,HIGH QUALITY FINISH 17. "TYPICAL"AS USED E THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS -SEALANTS AND ADHESIVES READY TO ACCEPT PAINT. UNLESS NOTED OTHERWISE.DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE.WHERE NO -WATERPROOFING PRODUCTS AND LOCATIONS TO BE UTILIZED 6. GENERAL CONTRACTOR TO PROVIDE RECESSED FIRE EXTINGUISHER CABINETS(F.E.C.)AS PER FIRE MARSHAL'S REQUEST.COORDINATE ALL FEC SPECIFIC DETAIL IS SHOWN,THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF -INSULATION PRODUCTS AND LOCATIONS TO BE UTILIZED LOCATIONS WITH ARCHITECT. CONSTRUCTION. -ARCHITECTURAL AND DECORATIVE CONCRETE 18. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ARCHITECT BEFORE THEY ARE ORDERED.ARCHITECT SHALL HAVE THE RIGHT TO -SNOWMELT LAYOUTS AND ZONING REJECT ALTERNATE MATERIALS PROPOSED BY THE CONTRACTOR.WHERE AN ITEM IS IDENTIFIED BY TRADE NAME,THE SUFFIX"OR APPROVED -DRYWALL CONTROL JOINT LAYOUT EQUAL"SHALL BE IMPLIED. -CONCRETE CONTROL JOINT LAYOUT,BOTH TROWELED AND SAWCUT JOINTS 19. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR -FIRE EXTINGUISHERS AND RECESSED CABINET LOCATIONS CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. -ELEVATOR AND ASSOCIATED SYSTEMS 20. NOT WITHSTANDING ANY OMISSIONS,IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL -THERMOSTAT AND OTHER USER-INTERFACE DEVICE AND LOCATIONS TO BE UTILIZED CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAID DESIGN IN ACCORDANCE WITH GOOD PRACTICE AND PROCEDURE AND TO LET THE -NV DEVICES ARCHITECT KNOW AT THE TIME OF BIDDING IF SAID DRAWINGS AND DETAILS ARE NOT PRACTICAL,OR STRUCTURALLY SOUND IN THEIR INTENT -RESILIENT CHANNEL AND SIMILAR GYPSUM WALLBOARD ACCESSORIES AND SYSTEMS AND PURPOSE,OR SUFFICIENTLY COMPLETE FOR CONSTRUCTION PURPOSES. -ENGINEERED LUMBER 21. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL FINISH MATERIALS AND IF APPLICABLE SHALL PROTECT FURNITURE,FIXTURES AND 11. IN ADDITION,THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE FOLLOWING ITEMS FOR APPROVAL: REFLECTED CEILING PLANS/POWER PLANS EQUIPMENT FROM CONSTRUCTION DUST AND DAMAGE. -PAINT,STAIN,AND CLEAR FINISHES(DRAW-DOWNS OF ALL COLORS) 22. CONTRACTOR SHALL TURN THE PROJECT OVER TO THE OWNER(A)FREE FROM ALL CONSTRUCTION DEBRIS,SCRAPS,MATERIAL AND -WOOD SIDING 1. FURNITURE AND MILLWORK SHOWN FOR REFERENCE ONLY EQUIPMENT;(B)ALL INTERIOR GLASS(INCLUDING PERIMETER)FREE FROM ALL LABELS,ETC.,AND CLEANED ON BOTH SIDES;(C)ALL MILLWORK -BRICK,CMU,AND GROUT 2. REFERENCE ELECTRICAL PLANS FOR SPECIFICATIONS AND SUPPLEMENTAL INFORMATION. WIPED CLEAN;(D)ALL CARPET VACUUMED. -ARCHITECTURAL METALS 3. REFERENCE LIGHTING DESIGNER PLANS FOR ALL LIGHT LOCATIONS AND SPECIFICATIONS. 23. ANY ALLOWABLE PROJECT IDENTIFICATION AND SIGNS MUST BE APPROVED IN ADVANCE BY OWNER. -FABRICS,WALL COVERINGS AND WINDOW COVERINGS 4. ALL EXTERIOR LIGHTING TO COMPLY WITH CITY OF ASPEN DARK-SKY REQUIREMENTS. 24. WHERE CUTTING AND/OR PATCHING IS REQUIRED,THE CONTRACTOR SHALL PERFORM THE SAME IN SUCH A MANNER AS TO ACHIEVE A -ORNAMENTAL METAL FINISHES 5. ALL CEILING MATERIAL FINISHES TO BE PAINTED GWB UNLESS OTHERWISE NOTED. FINISHED CONDITION EQUIVALENT TO THE CONDITION EXISTING PRIOR TO CUTTING.IF THIS IS NOT ACHIEVABLE,THE CONTRACTOR IS TO -ALUMINUM FINISHES 6. EXTERIOR GFCI OUTLETS TO BE LOCATED AT 24"ABOVE FINISHED GRADE. NOTIFY THE ARCHITECT PRIOR TO CUTTING. -TILE,FLOOR,CEILING,CERAMIC OR WALL 7. SOME EXTERIOR GFCI PLUGS ARE FOR HOLIDAY LIGHTING.PROVIDE SPLIT/"HALF-HOT"RECEPTACLES ON SWITCHED TIMER IN MECHANICAL 25. THE CONTRACTOR IS NOT TO CUT ANY STRUCTURAL MEMBERS,UNLESS SPECIFICALLY DETAILED WITHIN THE STRUCTURAL ENGINEER'S -GLASS&FRAMES ROOM.SEE POWER PLANS FOR LOCATIONS. DOCUMENTS,WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. -FINISH WOOD TRIM 8. REF.INTERIOR ELEVATIONS FOR RECEPTACLE AND SWITCH LOCATIONS AND ORIENTATION.RECEPTACLES INDICATED ARE NOT MEANT TO 26. AVOID EXCEEDING ALLOWABLE FLOOR LOADING CAPACITY AT ANY LOCATION BY ANY CONSTRUCTION PROCESS AND SPECIFICALLY BY THE -HARDWARE FINISH SUPERSEDE CODE REQUIREMENTS.NOTIFY AND COORDINATE WITH ARCHITECT IF CONFLICTS ARISE. MOVING AND STORAGE OF CONSTRUCTION MATERIALS OR OPERATION OF ANY HOIST,VEHICLE OR CRANE DEVICE.OBTAIN FLOOR CAPACITIES -CARPET AND PAD 9. COORDINATE LOCATIONS OF SPRINKLERS WITH ARCHITECT DURING SHOP DRAWING PROCESS.ALL HEADS TO BE CONCEALED TYPE TO MATCH FROM OWNER. -STONE AND SLABS CEILING FINISH. 27. PROVIDE THE PROPER ENVIRONMENTAL CONDITIONS(PER THE MATERIAL MANUFACTURER'S REQUIREMENTS)FOR ALL MATERIALS TO BE -ROOF FINISHES 10. ALL OUTLETS AND DEVICES TO BE WHITE,U.N.O. INSTALLED.ALLOW FOR ADEQUATE TIME FOR MATERIALS TO"ACCLIMATIZE"TO THE JOB SITE CONDITIONS PRIOR TO INSTALLING.PROVIDE -GLAZING TYPES 11. ALL LIGHTING SHALL BE ON DIMMER SWITCHES,U.N.O. ADEQUATE PROTECTION AT AREAS WHICH MAYBE EXPOSED TO EXTERIOR ENVIRONMENTAL CONDITIONS TO AVOID TEMPERATURE AND -STAIR TREADS 12. ALL PENDANT LIGHTS HEIGHT TO BE LOCATED IN FIELD WITH ARCHITECT.PROVIDE/ORDER ENOUGH SUSPENSION CABLE AND POWER CORD HUMIDITY FLUCTUATIONS IN INTERIOR MATERIALS(NEW AND EXISTING/INSTALLED OR STORED).STORE MATERIALS IN ACCORDANCE WITH -GYPSUM WALLBOARD FINISHES AND ACCESSORIES(CORNER TRIM,ETC.) TO ACCOMMODATE FIELD LOCATION AND CUTTING. REVIEWED FOR cone COMPLIANCE REQUIREMENTS. -RECESSED TV BOX 13. TYPICAL WORKSTATIONS SHALL RECEIVE 2 DEDICATED ETHERNET PORTS(PHONE AND COMPUTER). 28. PROTECT ALL HAZARDOUS CONSTRUCTION AREAS FROM THE PUBLIC AND FROM ALL UNAUTHORIZED PERSONS.PROTECT EXTERIOR DECK -ACCESS PANELS AND/OR ROOF SURFACES FROM DAMAGE. -HVAC GRILLES AND REGISTERS 07/25/2022 29. WHEN THE TERM"FURNISH","PROVIDE"OR"INSTALL"IS USED IT SHALL MEAN FURNISH ALL LABOR AND MATERIALS NECESSARY TO ACHIEVE A -LOOSE AND INSTALLED SAMPLE OF GWB ACCESSORIES,INCLUDING CORNER BEAD,EXPANSION JOINT,AND TRIM COMPLETE INSTALLATION UNLESS NOTED OTHERWISE. -SHEET METAL FLASHINGS AND CAPS 30. CONTRACTOR SHALL COORDINATE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL AND ELECTRICAL DRAWINGS. Shoms coda Assoaates 31. ALL PIPE AND DUCTS THAT PENETRATE FLOOR SLABS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE,WHERE APPLICABLE,FIRE THE ABOVE LISTING DOES NOT LIMIT SUBMITTALS OR SAMPLES THAT MAY BE REQUIRED BY THE ARCHITECT OR OTHER CONSULTANTS RETAINED BY RESISTIVE AND STRUCTURAL INTEGRITY OF THE BUILDING. THE OWNER. 32. PROVIDE ACOUSTICAL BATT INSULATION AT ALL DUCTS,SHAFTS,BATHROOM ROOM WALLS AND MECHANICAL ROOM WALLS. Stamp 33. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND MAINTAIN WORKMAN'S COMPENSATION INSURANCE. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY,CONSTRUCTION METHODS AND TECHNIQUES AND SHALL AT ALL PROJECT GENERAL NOTES .�G c,F 0 0(OiQ TIMES INSURE THE SAFETY OF WORKERS FROM CONSTRUCTION SITE ACCIDENTS.HE SHALL COMPLY WITH THE PERTINENT HEALTH AND SAFETY REGULATIONS FOR REQUIRED METHODS FOR PROTECTING THE PUBLIC AND CONSTRUCTION WORKER'S HEALTH AND SAFETY DURING THE 1. DETAILS ARE USUALLY KEYED ONLY ONCE(ON PLANS OR ELEVATIONS WHEN THEY FIRST OCCUR)AND ARE TYPICAL FOR SIMILAR CONDITIONS 7�P 1,0 CONSTRUCTION PERIOD. THROUGHOUT UNLESS NOTED OTHERWISE. 5 p 35. AN APPROVED SANITARY TOILET IS TO BE INSTALLED BEFORE WORK STARTS AND BE MAINTAINED FOR THE WORKMEN FOR THE DURATION OF 2. DRYWALL SUBCONTRACTOR IS REQUIRED TO REPAIR AND REFINISH ALL'TO REMAIN'EXISTING CEILINGS AND WALLS WHICH MAYBE * BRYAy J AY THE CONTRACT.ENSURE THAT TEMPORARY TOILET IS ANCHORED PER CITY ENGINEERING DEPARTMENT BEST MANAGEMENT PRACTICES. PENETRATED OR CUT AWAY FOR NEW MECHANICAL,ELECTRICAL,PLUMBING,OR FIRE PROTECTION WORK. C7 36. THE CONTRACTOR SHALL SUPERVISE AND DIRECT WORK AND WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.NO ! 403957 TECHNIQUE,SEQUENCES AND PROCEDURES. DEADBOLTS,NO SLIDING BOLTS,ETC. /:'. U 37. THE CONTRACTOR SHALL PROVIDE FOR THE ARCHITECTS ACCESS TO THE SITE AND CONSTRUCTION TRAILER. 4. PROVIDE EMERGENCY EXIT SIGNAGE AS REQUIRED BY CODE.G.C.TO COORDINATE ELECTRICAL REQUIREMENTS. 38 CARRYING THE SYSTOR SHALL MAINTAIN THE EMS ARE COMPLETED AND I STRUCTURALLA INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD 5. EXISTING WALL CE. THOSE DEFINED INITH SECDOCUMENTS ARE FIELD TO BE VERIFIED BROUGHT TO THE ARCHITECTS ATTENTION DISCREPANCIES PRIOR TO COMMENCEMENT OF ASSOCIATED O�SFD ARG�\4� 39. DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA BEFORE STARTING WORK.SECURE PERMISSION FROM THE OWNER PRIOR TO WORK. DEACTIVATION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN 6. ALL PENETRATIONS AND JOINTS OF DRYWALL AT ACOUSTIC WALLS ARE TO BE ACOUSTICALLY SEALED. HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. &Bryan May Architecture LLC(BMA) HISTORIC PRESERVATION The information and design intent contained within this 40. ALL MATERIALS SHALL BE NEW,OR GRADE SPECIFIED AND BE GUARANTEED AGAINST INHERENT AND/OR DEVELOPED DEFECTS. 41. INSTALL FIRE STOPS AS PER SECTION 714,OF THE IBC 2015. in is the property of BMA.No part of this 42. INSTALL FLASHING FOR ALL ROOF OPENINGS AS PER SECTION 1507 OF THE IBC 2015. 1. ALL RESTORATION WORK SHALL CONFORM TO THE SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION.THE STANDARDS ARE formation may be used without the prior written AVAILABLE ON-LINE AT W W W.NPS.GOV/TPS/STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARITY WITH AND permission of BMA.BMA shall retain all common law 43. ALL LATH AND PLASTER SHALL COMPLY WITH SECTION 2507 OF THE IBC 2015. statutory and other reserved rights,including copyright IMPLEMENTATION OF THE STANDARDS THROUGHOUT THE PROJECT. 44. ALL FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 2603 OF THE IBC 2015. thereto 2. THE DESIGN INTENT IS TO REHABILITATE THE HISTORIC STRUCTURE TO PRE-1950s(ORIGINAL)FEATURES AND FORMS.COORDINATE WITH 45. CARBON MONOXIDE/SMOKE DETECTORS SHALL BE LOCATED IN ALL SLEEPING ROOMS,AREAS LEADING TO SLEEPING ROOMS AND ALL AREAS ARCHITECT THROUGHOUT PROJECT TO ACHIEVE DESIGN INTENT. Project REQUIRED TO HAVE A CARBON MONOXIDE/SMOKE DETECTOR IN ACCORDANCE WITH LOCAL CODES.ALL CARBON MONOXIDE/SMOKE 3. COORDINATE ALL DEMOLITION AT HISTORIC STRUCTURE WITH PROPOSED PLANS.DO NOT DEMOLISH MORE THAN THE MINIMUM REQUIRED TO DETECTORS SHALL BE MULTI-STATION,PERMANENTLY WIRED TO THE BUILDING,AND HAVE A BATTERY BACKUP. PERFORM THE PROPOSED SCOPE. FYRWALD RESIDENCE 46. THE STRUCTURAL PLANS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,MECHANICAL AND ELECTRICAL PLANS AND THE STAMPED 4. NOTIFY ARCHITECT AND OWNER IF ANY ITEMS OF HISTORICAL SIGNIFICANCE ARE UNCOVERED DURING THE COURSE OF THE PROJECT. APPROVED ARCHITECTURAL/STRUCTURAL SET OF PLANS SHALL BE KEPT ON THE JOB SITE AND BE MADE AVAILABLE TO AUTHORIZEDDOCUMENT THROUGH PHOTOGRAPHS,MEASUREMENTS,POINT-CLOUDS,ETC.WHERE APPROPRIATE. REPRESENTATIVES FROM THE BUILDING DEPARTMENT. 5. PROVIDE APPLICABLE SAFETY PRECAUTIONS AND MEASURES DURING PROJECT TO PROTECT WORKERS AND ADJACENT PROPERTIES FROM 47. HARDWARE CALL OUTS MAY BE SUBSTITUTED BY EQUIVALENT HARDWARE ONLY UPON THE APPROVAL OF THE ENGINEER.ENGINEERING ANY POTENTIALLY HAZARDOUS BUILDING MATERIALS OR CONDITIONS DISTURBED DURING THE COURSE OF CONSTRUCTION(I.E.LEAD PAINT, Address CATALOG OR BROCHURE OF EQUIVALENT HARDWARE MUST BE SUBMITTED TO THE ENGINEER WHEN REQUESTING SUBSTITUTION. ETC.) 509 OREGON TRAIL 48. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENACE OF STAGING AREA AND TO ENSURE THAT MATERIALS DELIVERY AND 6. SEE DEMOLITION NOTES FOR FURTHER HISTORIC PRESERVATION-RELATED ITEMS. STORAGE DOES NTO INTERFERE WITH DAILY OPERATION OF ADJACENT PROPERTIES. ASPEN,CO 81611 49. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CONSTRUCTION SURVEYING AND STAKING AND SHALL NOTIFY THE CITY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK. SUSTAINABILITY PRACTICES 50. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SURVEY MARKERS INCLUDING IRON RODS,PROPERTY CORNERS,OR SURVEY Bryan may MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION AND OUTSIDE ROW DURING CONSTRUCTION.ANY SURVEY MARKERS DISTURBED DURING 1. PROJECT MAY SEEK LEED CERTIFICATION.GENERAL CONTRACTOR SHALL BE FAMILIAR WITH AND CAPABLE OF FULFILLING PRE-,POST-,AND CONSTRUCTION SHALL BE REPLACED AT NO COST TO THE CITY.SURVEY MARKERS AND/OR MONUMENTS THAT ARE DISTURBED DURING CONSTRUCTION REQUIREMENTS OF LEED CERTIFIED PROJECTS. CONSTRUCTION MUST BE REPLACED BY THE LICENSED PROFESSIONAL LAND SURVEYOR OF RECORD PURSUANT TO THE COLORADO 2. INDUSTRY-STANDARD SUSTAINABILITY BEST-PRACTICES SHALL BE OBSERVED FOR ALL ASPECTS OF CONSTRUCTION BY CONTRACTOR AND ALL architecture+interiors PROFESSIONAL LAND SURVEYORS PRACTICE ACT. SUB-CONTRACTORS.THIS INCLUDES,BUT IS NOT LIMITED TO:JOB-SITE RECYCLING AND TRACKING,WASTE TRACKING,LOW-VOC MATERIALS 51. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE WITH WEEKLY PROGRESS REPORTS AND PHOTOS. AND FINISHES,EFFECTIVE EROSION,WATER RUN-OFF,AND SOUND CONTROL,MINIMIZATION OF FRAMING WASTE,LOCAL SOURCING OF www.bryanmayamhitecture.com 970.300.2086 52. CONTRACTOR SHALL SUPPLY ALL SUBCONTRACTORS WITH A FULL AND CURRENT SET OF CONSTRUCTION DOCUMENTS. BUILDING MATERIALS WHERE POSSIBLE,SHOP PRE-FABRICATION OF APPROPRIATE ELEMENTS,ETC. ©Bryan May Architecture LLC 53. SPECIFICATIONS SHALL SUPERCEDE GENERAL NOTES IN INSTANCES OF CONFLICTING REQUIREMENTS.NOTIFY ARCHITECT IF CONFLICTS ARE DISCOVERED. 54. CONTRACTOR SHALL REVIEW THE SOILS/GEOTECH REPORT PROVIDED BY THE OWNER AND IS RESPONSIBLE FOR THE COORDINATING ITS Protect number Size check REQUIREMENTS WITH CONSTRUCTION REQUIREMENTS. 2015 Sheet size Scale 24736" 12".1'-0" Sheet title GENERAL NOTES Sheet number A0.10 RECEIVED 03/18/2022 Date generated 3/10/2022 8:48:56 PM Autodesk Docn//500 Oregon Trail/2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history DIVISION 2-SITEWORK DIVISION 8-DOORS AND WINDOWS DIVISION 11-EQUIPMENT # Date Description 2022.03.10 PERMIT SET 1. COORDINATE ALL SITE WORK WITH THE PERMITTED CONSTRUCTION MANAGEMENT PLAN. 1. ALL EXTERIOR WINDOWS AND DOORS TO BE PROVIDED BY MANUFACTURER AS SPECIFIED IN SCHEDULE.IF NO MANUFACTURER IS SPECIFIED, 1. ALL MEP SYSTEMS(DUCTING,ELECTRICAL SERVICE,ETC.)TO BE DESIGNED TO ACCOMMODATE PROGRAM AND SCOPE INDICATED IN CONTRACT 2. COORDINATE ALL SITE WORK WITH THE SOILS REPORT. COORDINATE POTENTIAL MANUFACTURERS WITH ARCHITECT PRIOR TO BIDDING. DOCUMENTS. 3. EXCAVATION STABILIZATION(SHORING)DRAWINGS ARE INCLUDED AS PART OF THE CONSTRUCTION DOCUMENTS PER CITY OF ASPEN PERMIT 2. AT OWNERS OPTION,OWNER MAY CONTRACT WITH WINDOW/DOOR MANUFACTURER/VENDOR DIRECTLY.IF APPLICABLE,CONTRACTOR TO 2. CONTRACTOR TO COORDINATE ANY CLIENT SUPPLIED EQUIPMENT AND VENDOR EQUIPMENT(INCLUDING BUT NOT LIMITED TO KITCHEN REQUIREMENTS. COORDINATE SCOPE,SEQUENCING,AND RESPONSIBILITIES WITH OWNER'S SELECTED VENDOR.GENERAL CONTRACTOR TO CARRY EQUIPMENT,AUDIONISUAL,AND FURNITURE)WITH THE EQUIPMENT'S ELECTRICAL,PLUMBING,MECHANICAL,AND OTHER REQUIREMENTS. 4. SEE THE LANDSCAPE AND CIVIL PLANS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. SEPARATE LINE ITEMS IN CONSTRUCTION BUDGET FOR EXTERIOR WINDOWS/DOORS MATERIALS AND INSTALLATION AND PROVIDE 3. EQUIPMENT IS BY THE CONTRACTOR UNLESS NOTED OTHERWISE.REFER ALSO TO ENGINEERING DRAWINGS FOR ADDITIONAL EQUIPMENT. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PEDESTRIAN WORK MEETS OR EXCEEDS THE CURRENT AMERICAN WITH DISABILITIES ACT DEDUCTIONS FOR MATERIALS,INSTALLATION,AND ASSOCIATED ITEMS IF OWNER ELECTS TO CONTRACT DIRECTLY WITH VENDOR/ GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR DELIVERY AND INSTALLATION OF APPLIANCES OR EQUIPMENT FURNISHED BY ACCESSIBILITY GUIDELINES(ADAAG).THE CONTRACTOR SHALL REMOVE AND REPLACE ANY CONSTRUCTED OR INSTALLED ITEMS NOT MEETING MANUFACTURER.SEE GENERAL CONDITIONS FOR MORE INFORMATION. OWNER. THE CURRENT ADAAG REQUIREMENTS AT NO ADDITIONAL COST TO THE CITY. 4. PROVIDE APPLIANCES AS INDICATED IN APPLIANCE/EQUIPMENT SCHEDULE.CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS. 6. ALL LANDSCAPING CONSTRUCTION,INSTALLATION,TESTING,AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT DOORS AND HARDWARE 5. GENERAL CONTRACTOR TO OBTAIN FROM OWNER A LIST OF EXISTING EQUIPMENT TO BE RELOCATED AND USED IN PROJECT.CONTRACTOR TO STANDARDS,DETAILS,AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 1. REFER TO THE DOOR SCHEDULE AND WINDOW SCHEDULE. COORDINATE LIST WITH CONTRACT DOCUMENTS AND NOTIFY OWNER AND ARCHITECT OF CONFLICTS.PROVIDE TIME IN CONSTRUCTION 7. ALL STORM DRAIN CONSTRUCTION,TESTING,AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS,DETAILS,AND 2. REFER TO HARDWARE SCHEDULE FOR HARDWARE GROUPS AND ADDITIONAL INFORMATION.HARDWARE TBD. SCHEDULE FOR TRANSFER,DELIVERY,AND INSTALLATION OF APPLICABLE EQUIPMENT. SPECIFICATIONS UNLESS OTHERWISE NOTED. 3. GC TO FIELD VERIFY ALL WINDOW AND DOOR DIMENSIONS FOR PREFABRICATED WINDOWS AND DOORS AS SPECIFIC DIMENSIONS BY 8. PROVIDE FOUNDATION PERIMETER DRAINAGE AS PER SOILS REPORT AND CIVIL DOCUMENTS. MANUFACTURERS MAY VARY FROM THE DRAWINGS.FIELD VERIFY ALL OPENINGS IN THE FIELD PRIOR TO ORDERING AND MANUFACTURING DIVISION 11-EQUIPMENT DOORS AND WINDOWS. DIVISION 3-CONCRETE 4. ALL DIMENSIONS ARE PANEL SIZES.GC TO ACCOMODATE FOR ROUGH OPENING AT ALL OPENINGS PER MANUFACTURER SPECIFICATIONS. 1. ALL MEP SYSTEMS(DUCTING,ELECTRICAL SERVICE,ETC.)TO BE DESIGNED TO ACCOMMODATE PROGRAM AND SCOPE INDICATED IN CONTRACT IF APPLICABLE,REFER TO STRUCTURAL DRAWINGS FOR ALL CONCRETE SPECIFICATIONS. 5. GC AND DOOR MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE.TEMPERED GLASS REQUIRED WITHIN 12"OF DOORS,WITHIN 18" DOCUMENTS. ABOVE FINISHED FLOOR,AND IN OTHER'HAZARD'LOCATIONS AS INDICATED IN 2015 IBC SECTION 2406.4. 2. CONTRACTOR TO COORDINATE ANY CLIENT SUPPLIED EQUIPMENT AND VENDOR EQUIPMENT(INCLUDING BUT NOT LIMITED TO KITCHEN 1. WHERE CONCRETE SEALER IS SPECIFIED ON EXTERIOR CONCRETE,PROVIDE AND INSTALL 15 MIL.STEGOWRAP VAPOR BARRIER,SOLVENT 6. EQUIP LOCKS WITH SPECIFIC INTERCHANGEABLE CORE CYLINDERS.INTERGRATE/COORDINATE KEYING INCLUDING MASTER,GRAND MASTER, EQUIPMENT,AUDIONISUAL,AND FURNITURE)WITH THE EQUIPMENT'S ELECTRICAL,PLUMBING,MECHANICAL,AND OTHER REQUIREMENTS. FREE,PROTECTIVE,DAMPPROOFING,WATERPROOFING,MOISTURE-SENSITIVE EPDXY RESIN COATING,UNLESS INDICATED OTHERWISE ON AND GREAT GRAND MASTER WITH OWNER'S REQUIREMENTS. 3. EQUIPMENT IS BY THE CONTRACTOR UNLESS NOTED OTHERWISE.REFER ALSO TO ENGINEERING DRAWINGS FOR ADDITIONAL EQUIPMENT. FINISH SCHEDULE. 7. ALL U-VALUES TO BE AS INDICATED IN 2015 IECC TABLE C402.4 AND CITY OF ASPEN AMENDMENTS. GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR DELIVERY AND INSTALLATION OF APPLIANCES OR EQUIPMENT FURNISHED BY 2. THE CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS BEFORE POURING CONCRETE. 8. IT IS THE INTENT OF THESE DOCUMENTS AND HARDWARE SCHEDULE TO REFLECT THE GENERAL INTENTION WITH RESPECT TO HARDWARE OWNER. 3. CONTRACTOR TO PROVIDE CONCRETE WASHOUT LOCATION PER CITY ENGINEERING DEPARTMENT BEST MANAGEMENT PRACTICES.REFER TO FUNCTION.THE GENERAL CONTRACTOR SHALL PREPARE,ALONG WITH HIS ARCHITECTURAL HARDWARE CONSULTANT,A COMPLETE 4. PROVIDE APPLIANCES AS INDICATED IN APPLIANCE/EQUIPMENT SCHEDULE.CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS. CONSTRUCTION MANAGEMENT PLAN FOR SUPPLEMENTAL INFORMATION. HARDWARE SCHEDULE LISTING ALL THE REQUIRED COMPONENTS,PARTS,EQUIPMENT THAT FULFILLS THE INTENTION OF THESE 5. GENERAL CONTRACTOR TO OBTAIN FROM OWNER A LIST OF EXISTING EQUIPMENT TO BE RELOCATED AND USED IN PROJECT.CONTRACTOR TO 4. REFER TO ASSEMBLIES FOR SUB-SLAB VAPOR BARRIER AND INSULATION(WHERE INDICATED)SPECIFICATIONS. DOCUMENTS.THIS SCHEDULE WILL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT,COMPLETE WITH PRODUCT CUTS FOR COORDINATE LIST WITH CONTRACT DOCUMENTS AND NOTIFY OWNER AND ARCHITECT OF CONFLICTS.PROVIDE TIME IN CONSTRUCTION EVERY PART.IN-SO-FAR-AS IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DELIVER A FULLY FUNCTIONING HARDWARE SCHEDULE FOR TRANSFER,DELIVERY,AND INSTALLATION OF APPLICABLE EQUIPMENT. PACKAGE WHICH IS CONSISTENT WITH THE INTENTION OF THESE DOCUMENTS,NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE Notes&Legend DIVISION 4-MASONRY GRANTED BY THE OWNER OR THE ARCHITECT WHICH ARISE FROM THE GENERAL CONTRACTOR'S FAILURE TO ANTICIPATE AND/OR PROVIDE ALL COMPONENTS,EQUIPMENT,LABOR,MODIFICATION OF DOORS,BUCKS,AND/OR ADJACENT MATERIALS AND SURFACES,ETC,WHICH ARE DIVISION 12-FURNISHINGS Contractor must verify all dimensions on site before 1. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR LOCATIONS OF ALL PERMEABLE AND IMPERABLE PAVERS,SPECIFICATIONS,DETAILS,AND REQUIRED FOR A FULLY FUNCTIONING CODE COMPLIANT AND TENANT DESIRED GUIDELINES COMPLIANT HARDWARE PACKAGE. me ng dramn work or preparing shop drawings.Do not sale enci ADDITIONAL INFORMATION. 9. IT IS THE INTENT THAT EACH DOOR HAS A COMPLETE HARDWARE SET PACKAGE INCLUDING DOOR HINGES,STRIKE PLATES,ETC.IN ADDITION 1. OWNER TO RE-USE EXISTING FURNISHINGS AT CURRENT OFFICE/STUDIO.CONTRACTOR TO COORDINATE WITH OWNER FOR SPECIFIC 2. ALL PAVING CONSTRUCTION,TESTING,AND MATERIALS,INCLUDING CONCRETE,REINFORCEMENT,JOINTING,AND SUBGRADE PREPARATION AND TO THOSE SPECIAL HARDWARE ITEMS MENTIONED IN THE DOOR SCHEDULE. REQUIREMENTS(E.G.ELECTRICAL,MECHANICAL,NV,ETC.)OF EXISTING FURNISHINGS.CONTRACTOR SHALL PROVIDE TIME IN CONSTRUCTION TREATMENT SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS,DETAILS,AND SPECIFICATIONS UNLESS NOTED OTHERWISE. 10. CONTRACTOR TO COORDINATE ALL KEYING REQUIREMENTS WITH THE OWNER PRIOR TO FINAL BID. SCHEDULE FOR THE TRANSFER,DELIVERY,AND INSTALLATION OF APPLICABLE FURNISHINGS. 3. ALL MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND THE CONSTRUCTION DOCUMENTS. 11. GLASS DOORS,ADJACENT PANELS AND OTHER GLAZED PANELS WITHIN 18"OF THE FLOOR SHALL BE TEMPERED GLASS.COMPLY TO CODE. 2. CONTRACTOR TO PROVIDE LINE-ITEMS IN CONSTRUCTION BUDGET FOR MOVING/TRANSFERRING OWNER'S CURRENT FURNISHINGS. 4. GROUT IN CMU WALL SHALL MATCH COLOR OF CMU. 12. PROVIDE MOIST-STOP FLASHING AROUND ALL NEW WINDOWS,DOORS AND OTHER OPENINGS. 3. ROLLER SHADES TO BE PROVIDED BY J GEIGER,CP SERIES.FABRIC SELECTION(COLOR,OPENNESS)TO BE SELECTED FROM MANUFACTURER'S 5. WHERE APPLICABLE,CMU GROUTING SHALL CONFORM TO REFERENCED UL LISTED ASSEMBLIES. 13. COORDINATE IN FIELD WITH ARCHITECT ALL FLASHING CONDITIONS AROUND EXISTING-TO-REMAIN WINDOWS,DOORS,PENETRATIONS,AND FULL RANGE,INCLUDING PREMIUM FABRICS. OTHER FENESTRATION. 4. PROVIDE BEAR-RESISTANT TRASH ENCLOSURES AS INDICATED ON SITE PLAN. DIVISIONS-METALS 5. DESK AND WORKSTATIONS SHALL BE PROVIDED BY SEPARATE CONTRACT BETWEEN OWNER AND MANUFACTURER.GENERAL CONTRACTOR WINDOWS AND HARDWARE SHALL COORDINATE SCOPE,SEQUENCING,AND INSTALLATION WITH WITH OWNER'S SELECTED VENDOR.GENERAL CONTRACTOR SHALL 1. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL SPECIFICATIONS. 1. REFER TO PLANS,EXTERIOR ELEVATIONS,AND WINDOW SCHEDULE FOR WINDOW TYPES. COORDINATE POWER,DATA,AND OTHER REQUIREMENTS WITH APPLICABLE TRADES. 2. ARCHITECTURAL METALS INFORMATION T.B.D. 2. GC TO FIELD VERIFY ALL WINDOW AND DOOR DIMENSIONS FOR PREFABRICATED WINDOWS AND DOORS AS SPECIFIC DIMENSIONS BY 3. PROVIDE PRE-FINISHED GALVANIZED SHEET METAL PROTECTION SKIRT AT ALL EXPOSED FOUNDATION INSULATION AND T.O.PARAPET MANUFACTURERS MAY VARY FROM THE DRAWINGS.FIELD VERIFY ALL OPENINGS IN THE FIELD PRIOR TO ORDERING AND MANUFACTURING CONDITIONS AT ROOF GARDEN.EXTEND BELOW GRADE/GRAVEL 6"MIN.ARCHITECT TO SELECT COLOR FROM MANUFACTURER'S FULL RANGE, DOORS AND WINDOWS. DIVISION 13-SPECIAL CONSTRUCTION INCLUDING PREMIUM COLORS. 3. ALL DIMENSIONS ARE UNIT SIZES.GC TO ACCOMODATE FOR ROUGH OPENING AT ALL OPENINGS PER MANUFACTURER SPECIFICATIONS. 4. GC AND WINDOW MANUFACTURER TO PROVIDE TEMPERED GLASS PER ALL APPLICABLE CODES. NO REQUIREMENTS 5. ALL U-VALUES TO BE AS INDICATED IN 2015 IECC TABLE C402.4 AND CITY OF ASPEN AMENDMENTS. DIVISION 6-WOOD,PLASTICS,AND COMPOSITES 6. WINDOWS AT THE ADDITION SHALL BE FURNISHED WITHOUT NAILING FINS.PROVIDE ONE PIECE BRAKE METAL SILL PANS WITH BACK DAM. MATERIAL AND COLOR TO MATCH WINDOW FRAME.PROVIDE ALLOWANCE FOR JAMB AND HEAD CLOSURE TRI,MATERIAL AND FINISH TBD. DIVISION 14-CONVEYING SYSTEMS 1. ALL WOOD AND MILLWORK TO BE FORMALDEHYDE-FREE AND LOW-VOC. 2. WOOD SHALL BE FSC-CERTIFIED WHERE APPLICABLE. 1. ELEVATORS SHALL COMPLY WITH ALL APPLICABLE CODES. 3. WOOD SILLS AND OTHER WOOD MEMBERS IN CONTACT WITH CONCRETE NEXT TO THE EARTH AND EXPOSED TO THE WEATHER SHALL BE DIVISION 9-FINISHES 2. ELEVATORS SHALL COME WITH MIN.ONE YEAR SERVICE AGREEMENT EFFECTIVE FROM DATE OF FIRST OCCUPANCY BY OWNER. PRESSURE TREATED. 3. GENERAL CONTRACTOR SHALL COORDINATE SCOPE,SEQUENCING,AND INSTALLATION WITH ELEVATOR MANUFACTURER. 4. GENERAL CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL LOCATIONS WHERE NEW MILLWORK IS TO BE INSTALLED.FIELD VERIFY DRYWALL NOTES LOCATIONS WITH ARCHITECT. 1. REFER TO PLANS AND ASSEMBLIES. NFPA 13R 5. ALL MILLWORK,WOODWORK,BLOCKING,GROUNDS,PLYWOOD BACKBOARDS AND ROUGH BUCKS TO BE FRTW(FIRE RETARDANT TREATED 2. REFERENCE STANDARD:CONFORM TO REQUIREMENTS OF THE FOLLOWING STANDARDS:UNDERWRITERS LABORATORY,INC.(UL),AMERICAN DIVISION 21-FIRE SUPPRESSION WOOD)WHERE REQUIRED BY CODE. SOCIETY FOR TESTING AND MATERIALS(ASTM),GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL(GA) 1 6. SUBMIT COMPLETE MILLWORK SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL PRIOR TO FABRICATION.SHOW ALL SEAMS/JOINTS IN 3. FIRE-RATED ASSEMBLIES:WHERE WORK IS INDICATED FOR FIRE RESISTANCE RATING,PROVIDE ASSEMBLIES WHICH HAVE BEEN TESTED BY 1. GENERAL CONTRACTOR TO PROVIDE FIRE SPRINKLER SYSTEM COMPLIANT WI U ROVIDE SUBMITTALS AND SHOP DRAWINGS IN FINISH SURFACES.SEE SUBMITTAL REQUIREMENTS. UL,ASTM,OR GA.IF REQUIRED AND NOT NOTED,NOTIFY ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH WORK. ACCORDANCE WITH GENERAL REQUIREMENTS. 7. SUBMIT MATERIAL FINISH SAMPLES TO ARCHITECT AND OBTAIN APPROVAL PRIOR TO FABRICATION.REFER TO FINISH PLANS AND SCHEDULES 4. GYPSUM BOARD SHALL,IN BOTH FIRE-RATED ASSEMBLIES AND REGULAR APPLICATIONS,CONFORM TO ASTM C35,TYPE III GRADE X.MOISTURE 2. PROVIDE CONCEALED HEADS TO MATCH CEILING FINISH. FOR SPECIES AND FINISHES.INCLUDE SAMPLES OF ALL MATERIALS REQUIRED FOR COMPLETION OF JOB(INCLUDING BUT NOT LIMITED TO RESISTANT WALLBOARD SHALL CONFORM TO ASTM C630 TYPE IV,GRADE X. LAMINATES,PVC,EDGE TAPE,ETC.) 5. UNLESS OTHERWISE NOTED OR REQUIRED BY SPECIFIC APPLICATION,GYPSUM BOARD SHALL BE TYPE'X',PLAIN FACED,WITH TAPERED 8. THE QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE SHALL APPLY AND BY REFERENCE ARE HEREBY MADE PART OF THE EDGES FOR EXPOSED SURFACES.THICKNESS SHALL BE 5/8"UNLESS OTHERWISE REQUIRED FOR FIRE OR SOUND RATINGS.FURNISH SHEETS DIVISION 22-PLUMBING REQUIREMENTS.NOTE THAT PARTICLE BOARD OR MELAMINE SHELVING MAY SPAN UP TO 32".SPANS GREATER THAN 32"UP TO 42"SHALL BE 1" 4'-0"WIDE X LONGEST PRACTICAL LENGTH.WALLBOARD JOINTS SHALL BE STAGGERED. 1. REFER MECHANICAL ENGINEER/PLUMBING FOR INFORMATION AND THICK. 6. APPLY STEEL CORNER BEADS AT ALL EXTERIOR CORNERS,AND STEEL EDGE TRIM CONTINUOUSLY ALONG ALL EDGES WHERE GYPSUM BOARD 2. FERTO CAST IRON ROOF DRAIN LINES WHERE SUCHDRAWINGS LINES ARE ADDITIONAL THE INFORMATION ATTHE BUILDING.SPECIFICATIONS.C.PROVIDE ACOUSTIC INSULATION AROUND 9. WOOD MILLWORK IS TO BE AWI PREMIUM GRADE(FOR TRANSPARENT FINISH).PLASTIC LAMINATE MILLWORK IS TO BE AWI CUSTOM GRADE. ABUTS OTHER MATERIALS.ACCESSORIES SHALL BE ELECTRO-GALVANIZED STEEL.PROVIDE USG OR EQUAL PAPER-FACED METAL CORNERPROVIDEPIPES. OF PLASTIC LAMINATE INTERIORS AT WHITE VANITIES ARE TO BE WHITE MELAMINE.REFER TO FINISH SCHEDULE FOR COLORS AND FINISHES. BEAD AND TRIM.USE SINGLE LENGTH ALONG WALL WHERE POSSIBLE.WHERE SPLICING IS REQUIRED,LOCATED SPLICE AS BEHIND BASE 3. INSULATE ALL WATER LINES FOR SOUND ATTENUATION. PROVIDE SAMPLES FOR ARCHITECTS REVIEW AND SELECTION.' TRIM OR AS CLOSE TO CEILING AS POSSIBLE. 10. PROVIDE SCRIBES WHERE CABINETRY MEETS ADJACENT PERPENDICULAR WALL SURFACES IN ORDER TO ALLOW DOORS TO CLEAR ALL 7. JOINT REINFORCING TO BE PAPER TAPE OR GLASS-FIBER FABRIC. 4. PROVIDE WHOLE-BUILDING WATER SOFTENER SYSTEM. FINISHES AND TRIM. 8. JOINT COMPOUNDS TO BE SETTING TYPE. 11. ALL FIXED WOOD PANELS SHALL BE ATTACHED WITH CONCEALED FASTENERS. 9. APPLY GYPSUM WALLBOARD ON STUDS USING DRYWALL SCREWS WITH LENGTH AND SPACING AS RECOMMENDED BY MANUFACTURER OR DIVISION 23-HVAC 12. ALL SHELVING CONCEALED BEHIND DOORS SHALL BE ADJUSTABLE UNLESS NOTED OTHERWISE. APPLICABLE UL ASSEMBLY,RE:ASSEMBLIES FOR MORE INFORMATION. 13. EXPOSED SHELVING SHALL BE FIXED UNLESS NOTED OTHERWISE. 10. TAPE AND FLOAT ALL JOINTS USING REINFORCING TAPE AND PREMIXED JOINT COMPOUND AS RECOMMENDED BY WALLBOARD 1. REFER TO MECHANICAL ENGINEER DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. 14. ALL OPEN SHELVING AND CUBBIES SHALL BE INSTALLED OVER FIXED WOOD BACK PANELS UNLESS NOTED OTHERWISE.SPECIES AND FINISH TO MANUFACTURER 2. ALL GRILLES TO BE FLANGE-LESS. MATCH ADJACENT CUSTOM CABINETRY. 11. DRYWALL FINISH SHALL BE LEVEL 4,UNLESS NOTED OTHERWISE. 3. COORDINATE MECHANICAL DUCTS,EQUIPMENT,OR GRILLES LOCATED IN MILLWORK WITH MILLWORK SHOP DRAWINGS. 15. WHERE WOOD SURFACES ARE PAINTED,WOOD IS TO BE PROPERLY SEALED,SANDED AND PRIMED PRIOR TO RECEIVING FINAL COAT. 12. LOCATE CONTROL JOINTS EVERY 30 LINEAL FEET OF UNINTERRUPTED WALL OR CEILING.COORDINATE WITH ARCHITECT ALL LOCATIONS 16. WHERE LAMINATE SHELVING IS INDICATED,THE SHELVING SHALL BE LAMINATED(ALL SIDES). PRIOR TO INSTALLATION OF GWB. DIVISION 26-ELECTRICAL 17. WHERE MILLWORK IS NOT FREESTANDING,ANY DIMENSIONS SHOWN ARE APPROXIMATE.CONTRACTOR IS RESPONSIBLE FOR VERIFYING 13. DRYWALL IS TO BE PROPERLY TAPED,SANDED AND PREPARED FOR THE SPECIFIED WALL FINISH."ROUGH"JOINTS EXCEEDING 1/8"WILL BE ACTUAL DIMENSIONS BASED ON"AS-BUILT"CONDITIONS PRIOR TO FABRICATION. CAUSE FOR REJECTION BY ARCHITECT AND OWNER. 18. PROVIDE SOLID WOOD OR PLYWOOD BLOCKING AT ALL BATH ACCESSORIES,HOOKS,ART WALLS,MIRRORS ETC. 14. PROVIDE PRICING TO PROVIDE DROP CEILING AT LEVEL ONE TO PROVIDE PLENUM SPACE FOR WIRING AND SPRINKLER PIPING-DROP SHALL 1. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. 19. CONFIRM MOUNTING BRACKET LOCATIONS FOR ALL TELEVISION LOCATIONS WITH OWNER/ARCHITECT AND PROVIDE BLOCKING AS REQUIRED. BE A MAX OF 4"CLEAR INTERIOR AND SHALL BE A GWB CEILING.PROVIDE DRYWALL SUSPENSION SYSTEM BY USG OR SIM. 2. PROJECT SHALL RECEIVE A PHOTOVOLTAIC ARRAY.CONTRACTOR SHALL COORDINATE ELECTRICAL DESIGN WITH PV SYSTEM INSTALLER AND 20. ALL FRAMING LUMBER TO ENGINEERED WHERE INDICATED,RE:STRUCTURAL. REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE FRAMING NOTES 3. ALL WIRES TO BE CONCEALED IN WALL OR FLOOR/CEILING CONSTRUCTION.COORDINATE WITH ARCHITECT AND ELECTRICAL ENGINEER IF 15. WHERE METAL FRAMING IS REQUIRED,STUDS AND RUNNERS SHALL BE METAL CHANNEL TYPE,ELECTRO-GALVANIZED STEEL,25 GAUGE EXISTING CONDITIONS DICTATE OTHERWISE PRIOR TO COMMENCEMENT OF ASSOCIATED WORK. 07/25/2022 DIVISION 7-THERMAL&MOISTURE PROTECTION MINIMUM U.N.O.SUBJECT TO HEIGHT LIMIT RECOMMENDATIONS OF MANUFACTURER.REFER TO STRUCTURAL DRAWINGS AND 4. REVIEW NEW THERMOSTAT,LIFE SAFETY FIRE ALARM,HORN,STROBE,AND OTHER DEVICE LOCATIONS WITH ARCHITECT PRIOR TO ROUGHING IN. SPECIFICATIONS FOR ADDITIONAL INFORMATION.STRUCTURAL SPECIFICATIONS SHALL SUPERCEDE ARCHITECTURAL SPECIFICATIONS. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE SCHEMATIC AND ARE TO BE COORDINATED TO AVOID CONFLICTS WITH POTENTIAL 1. REFER TO PARTITIONS IDENTIFIED AS SOUND ATTENUATED AND PROVIDE SOUND ATTENUATING BATT INSULATION THROUGHOUT THE ENTIRE 16. WHERE METAL FURRING IS REQUIRED,FURRING SHALL BE 25 GAUGE ELECTRO-GALVANIZED STEEL.PROVIDE USG OR EQUAL 7/8"TYPE DWC FURNITURE(BOTH SYSTEMS AND CASE GOODS),WALLS WITH ACCENT PAINT,STONE,TILE,WOOD OR OTHER SPECIALTY FINISHES,AND ACCENT Sh„ms coda Associates FRAMING.DO NOT USE PAPER BACKED PRODUCTS.USE FIRE-RATED PRODUCTS WHERE INSULATION OCCURS IN A FIRE-RATED ASSEMBLY. FURRING CHANNELS,TYPE RC-1 RESILIENT CHANNELS AND CLIPS OR Z-FURRING CHANNELS AS INDICATED OR REQUIRED BY SPECIFIC WALL LIGHTING.CONTRACTOR SHALL FIELD REVIEW LIGHTING TO ALLOW FOR ANY ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING,BUT NOT 2. PROVIDE ACOUSTIC FILLER AT ALL CONDITIONS WHERE WALLS INTERSECT AT COLUMN/CURTAIN WALLS.FILLER SHALL BE CLOSED CELL BLACK ASSEMBLY.REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.STRUCTURAL SPECIFICATIONS SHALL LIMITED TO,CONDUIT,WHIPS,SWITCHING,ETC.MADE NECESSARY BY THE FINAL LOCATIONS INDICATED ON THE PLAN.NO ADDITIONAL COST WILL NEOPRENE COMPRESSION FILLER COMPLYING WITH ASTM D1056,GRADE CSE41,25%COMPRESSION WHEN SET,5%MAXIMUM WATER SUPERCEDE ARCHITECTURAL SPECIFICATIONS. BE CONSIDERED FOR CONTRACTOR'S FAILURE TO ALLOW FOR ADDITIONAL REQUIREMENTS MADE NECESSARY BY RELOCATIONS,REMOVALS OR Stamp ABSORPTION. 17. RESILIENT CHANNELS,IF USED,SHALL BE CLARK DIETRICH MODEL RC DELUXE AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. ADDITIONS OF LIGHTING.WHIPS,CONDUITS,WIRING,SWITCH LEGS,ETC.ARE TO BE PROVIDED BY CONTRACTOR. 3. USE SEALANTS WHICH ARE KNOWN BY MANUFACTURER'S PUBLISHED DATA TO BE FULLY COMPATIBLE WITH INSTALLATION CONDITIONS AND 18. FASTENERS FOR METAL OR WOOD FRAMING:PROVIDE FASTENERS OF TYPE,MATERIAL,SIZE,CORROSION RESISTANCE,HOLDING POWER, 5. CONTRACTOR SHALL LAYOUT ALL LIGHTING LOCATIONS DURING FRAMING FOR ARCHITECT AND OWNER APPROVAL DURING A SITE"BOX-WALK." OF C O( ADJACENT MATERIALS. AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL OR WOOD FRAMING AND FURRING MEMBERS SECURELY TO SUBSTRATES INVOLVED; 6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY LIGHTING CONFLICTS(WITH CEILING&PLENUM ELEMENTS)PRIOR TO THE INSTALLATION AND/OR ,� 04, 4. USE MILDEW RESISTANT SILICON RUBBER SEALANT FOR INTERIOR APPLICATIONS SUBJECT TO ATTACK BY MILDEW,INCLUDING BUT NOT LIMITED COMPLYING WITH THE RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURERS FOR APPLICATIONS INDICATED. RELOCATION OF FIXTURES.CONTRACTOR SHALL ROUTE NEW PLENUM ELEMENTS TO AVOID LIGHTING CONFLICTS. /.Q' 9,0 TO:SINK RIMS AND PLUMBING FIXTURES,AS WELL AS BETWEEN MILLWORK AND ADJOINING PARTITIONS. 19. CONTRACTOR TO NOTIFY ARCHITECT AND OWNER AT TIME OF"WALL LAYOUT'IF ANY CONDITIONS DO NOT ALLOW WALL LOCATIONS AS 7. VOICE AND DATA CABLING AND TERMINATIONS WILL BE SELECTED BY THE CONTRACTOR AND OWNERSHIP. 5 ,p 5. USE ACRYLIC LATEX CAULK FOR INTERIOR NON-MOVING JOINTS TO BE PAINTED. SHOWN. 8. REFERENCE INTERIOR ELEVATION AND REFLECTED CEILING PLANS AND NOTES FOR RECEPTACLE AND SWITCH HEIGHTS AND FURTHER BRYAy J AY 6. USE CONTINUOUS BEAD OF ACOUSTICAL SEALANT TO COMPLETELY SEAL PERIMETER OF SOUND RATED PARTITION INCLUDING ELECTRICAL 20. WHERE METAL FRAMING IS USED,INSTALL TOP AND BOTTOM RUNNERS CONTINUOUS.ATTACH TO SUBSTRATE AT 24"O.C.MAXIMUM,SPACE INFORMATION. * C7 SWITCHES AND OUTLETS OR OTHER PENETRATIONS THROUGH WALLBOARD.REFER TO WALLS AS IDENTIFIED AS SOUND ATTENUATED. STUDS AT 24"O.C.MAXIMUM,UNLESS NOTED OTHERWISE.DO NOT INSTALL GYPSUM WALLBOARD ON SUBSTRATE MATERIAL OR STUDS WHICH 9. ALL DEVICES SHALL BE WHITE.U.N.O. /. 403957 PROVIDE ACOUSTICAL SEALANT AT FLOOR AND ALL PARTITION PENETRATIONS AT ALL NEW PARTITION LOCATIONS INDICATED AS"SOUND ARE OUT OF ALIGNMENT OR PLUMB.MAKE FINISH WALLS AND CEILINGS PLUMB AND LEVEL WITHOUT"RIDGES,BOWS,OR WARPS". 10. PROVIDE OUTDOOR SPEAKER ALLOWANCE FOR ROOF DECK. / PARTITION". 21. ARCHITECT IS TO BE NOTIFIED WHEN STUDS AND CHANNELS ARE FULLY INSTALLED,BUT PRIOR TO THE INSTALLATION OF GYPSUM BOARD,TO 11. OUTLETS,SWITCHES,AND OTHER DEVICES THAT SHARE A STUD BAY SHALL BE WRAPPED WITH AN OUTLET BACKER PAD. [a U 7. CAULK/SEALANT IS REQUIRED BETWEEN DISSIMILAR MATERIALS,INCLUDING BUT NOT NECESSARILY LIMITED TO:METAL TO CONCRETE,WOOD REVIEW LAYOUT.ALL FLOOR OUTLETS(IF ANY)SHALL BE MARKED FOR APPROVAL AT THIS TIME. 13.12. PROVIDE PROVIDE RECESSEDILDING ITV BOXING BEHIND ALL MOUNTED TVs.GC TO PROVIDE A SUBMITTAL FOR ARCHITECT REVIEW. (C`IS�D G�\� TO CONCRETE OR METAL,WOOD TO MASONRY,AND MASONRY TO METAL.THIS SHALL INCLUDE PERIMETER JOINTS,AROUND ALL SIDES OF 14. TRANSFORMER REQUIREMENTS TBD,RE:ELECTRICAL. AR DOOR FRAME AND SIDELIGHT AND ALL PENETRATIONS IN SOUND ATTENUATION PARTITIONS,INCLUDING BUT NOT LIMITED TO OUTLETS, MILLWORK NOTES SWITCHES ETC. 22. COORDINATE WITH MILLWORK SUBCONTRACTOR FOR BLOCKING REQUIREMENTS FOR SUPPORT OF MILLWORK WHERE MILLWORK IS 8. WEATHER BARRIER SHALL BE AS SPECIFIED IN ASSEMBLIES OR EQUAL.REFER TO A7 SERIES DRAWINGS. INDICATED.ALL BLOCKING SHALL BE NON-COMBUSTIBLE WHERE REQUIRED BY MUNICIPAL CODE. 9. WRAP HEAT TAPE AROUND ROOF DRAINS AND EXTEND DOWN DRAIN UNTIL PIPE REACHES CONDITIONED SPACE(MINIMUM).REFER TO 23. MILLWORKER SHALL COORDINATE WITH CONTRACTOR FOR CONSTRUCTION SCHEDULE AND SEQUENCING TO AVOID ANY DELAYS IN THE DIVISION 27-COMMUNICATIONS ©Bryan May Architecture LLC(BMA) MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS FOR FURTHER INFORMATION. CONSTRUCTION SCHEDULE. The information and design intent contained within this 10. PROVIDE SNOWMELT SYSTEM AT ALL ROOF EAVES AND GUTTERS.RE:PLANS. NO REQUIREMENTS document isthe be used of BMA.a partoftten formation maybe used shall retain the prior 11. WHERE PRE-FINISHED GALVANIZED SHEET METAL OR ALUMINUM FLASHINGS ARE INDICATED,ARCHITECT SHALL SELECT COLOR FROM MISC.NOTES permission or BMA.BMA snail retain all common law MANUFACTURER'S FULL COLOR RANGE,INCLUDING PREMIUM COLORS. 24. INSTALL THERMAL OR SOUND CONTROL INSULATION WHERE INDICATED BY FRICTION FITTING BETWEEN STUDS,FILLING ENTIRE CAVITY AND statutory and other reserved rights,including copyright 12. PROVIDE RIGID FOAM INSULATION BOARD PER SPECIFICATION IN ASSEMBLIES.WHERE XPS INSULATION IS INDICATED,PROVIDE 25 PSI COMPLETELY SURROUNDING ELECTRICAL OUTLET,DATA,AND SWITCH BOXES,CONDUIT,ETC.. thereto DIVISION 28-ELECTRONIC SAFETY AND SECURITY COMPRESSIBLE STRENGTH MINIMUM.WHERE POLY-ISO INSULATION IS INDICATED,PROVIDE 25 PSI COMPRESSIBLE STRENGTH MINIMUM. 25. APPLY 4 MIL POLYETHYLENE VAPOR BARRIER WHERE INDICATED ON DRAWINGS.TAPE AND SEAL ALL JOINTS. Project 13. PROVIDE NEOPRENE INSULATING PADS BETWEEN DISSIMILAR METALS WHERE SUCH METALS COME INTO CONTACT WITH ONE ANOTHER. 26. COMPLETELY SEAL PERIMETER OF SOUND RATED PARTITION INCLUDING ELECTRICAL SWITCHES AND OUTLETS OR OTHER PENETRATIONS 1. PROVIDE ALLOWANCE FOR EXTERIOR VIDEO SECURITY SYSTEM.COORDINATE CAMERA LOCATIONS WITH OWNER. 14. SPRAY FOAM INSULATION SHALL COMPLY WITH THE PROVISIONS OF IBC CHAPTER 26,SECTION 2603.FLAME SPREAD INDEX AND SMOKE- THROUGH WALLBOARD.USE CONTINUOUS BEAD OF ACOUSTICAL SEALANT. 2. PROJECT TO RECEIVE SECURITY SYSTEM WITH KEY-FOB BASED ACCESS CONTROL AND ASP-ENABLE INTERFACE.REFER TO LOW-VOLTAGE/ FYRWALD RESIDENCE DEVELOPED INDEX SHALL BE A MAXIMUM VALUE OF 75 AND 450,RESPECTIVELY. 27. FINISHED WALLS SHALL BE RIGID AND PLUMB WITHIN 1/8"OF A COMMON REFERENCE PLANE THROUGHOUT THEIR HEIGHT AND LENGTH. ACCESS CONTROL DRAWINGS FOR FURTHER INFORMATION. 28. PARTITIONS SHOWN IN DRAWINGS ARE PERPENDICULAR OR PARALLEL TO GRID UNLESS OTHERWISE INDICATED. 29. NOTES TO"ALIGN"MEAN TO ALIGN FINISHED FACE OF PARTITION OR ELEMENT TO WORK INDICATED.NOTES TO ALIGN TAKE PRECEDENCE OVER DIMENSIONS.NEW GYPSUM BOARD CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO DIVISION 31-EARTHWORK Address VISIBLE JOINT SHOWING UNLESS NOTED OTHERWISE. 509 OREGON TRAIL 30. WHEN DESIGNATED"CLEAR"OR"HOLD"DIMENSIONS SHALL NOT VARY MORE THAN 1/16"FROM SIDE TO SIDE,FRONT TO BACK,TOP TO 1. REFER TO STRUCTURAL AND CIVIL DRAWINGS FOR MORE INFORMATION AND REQUIREMENTS. BOTTOM,FINISH SURFACE TO FINISH SURFACE. 2. PROVIDE RADON MITIGATION SYSTEM AS REQUIRED. ASPEN,CO 81611 31. ALL MATERIAL INSTALLED SHALL CONFORM TO APPLICABLE CODE REQUIREMENTS. 32. TILE MUST BE APPLIED OVER CEMENT PLASTER BACKING AT SURFACES SUBJECT TO WATER SPLASH.(SHOWERS,TUBS AND BATHROOMS, ETC). DIVISION 32-EXTERIOR IMPROVEMENTS bryan PROVIDE NON-COMBUSTIBLE BLOCKING AT ALL LOCATIONS WHERE WALL STOPS ARE TO BE INSTALLED. bryan may 34. PROVIDE BLOCKING AS REQUIRED FOR CEILING ACOUSTIC FABRIC TREATMENT.COORDINATE REQUIRED BLOCKING AT ELECTRICAL FIXTURES 1. REFER TO CIVIL DRAWINGS FOR MORE INFORMATION AND REQUIREMENTS.WITH LIGHTING DESIGNER LAYOUT AND AT ELECTRIC BOX-WALK. 2. REFER TO ARCHITECTURAL SITE PLAN FOR CONCRETE JOINT LAYOUT. architecture+interiors 3. REFER TO ARCHITECTURAL LANDSCAPE DIAGRAM FOR PLANTING LAYOUT. www.bryenmayamhitecture.com 970.300.2086 4. PROVIDE CONCRETE CURB STOPS AT PARKING AND ACCESS AISLE. DIVISION 10-SPECIALTIES 5. PROVIDE STRIPING AT TRASH/RECYCLING FACILITY AS REQUIRED BY CITY CODE. ©Bryan May Architecture LLC 6. PROVIDE POP-UP IRRIGATION SYSTEM AT VEGETATION.PROVIDE CONTROLLER WITH RAIN-SENSOR IN MECHANICAL ROOM. 1. PROVIDE MAGNETIC DRY-ERASE BOARDS AS INDICATED IN CONTRACT DOCUMENTS.PROVIDE SOLID BLOCKING BEHIND ALL DRY-ERASE BOARDS.FULLY ADHERE TO BLOCKING TO MITIGATE BOWING. Project number Size check 2. PROVIDE HOMASOTE PIN-UP BOARDS AS INDICATED IN CONTRACT DOCUMENTS. DIVISION 33-UTILITIES 2015 3. FOR BOTH MAGNETIC DRY-ERASE AND HOMASOTE PIN-UP BOARDS,RE:DETAILS FOR RECESSED,TRIM-LESS CONDITIONS.FOR LOCATIONS 1 REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION AND REQUIREMENTS. Sneer size Scale INDICATED AS RECEIVING TRIM,TRIM SHALL MATCH MILLWORK WHERE BOARD IS DIRECTLY ADJACENT TO OR INCORPORATED IN MILLWORK DESIGN.RE:INTERIOR ELEVATIONS. 24"X36" 12"=1'-0" 4. PROVIDE RECESSED FIRE EXTINGUISHER CABINETS.COORDINATE LOCATIONS WITH ARCHITECT. Sheet title GENERAL NOTES Sheet number A0.11 RECEIVED 03/18/2022 Date generated 3/10/2022 6:48:57 PM Autodesk DocsJ/500 Oregon Trail/2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET A T Notes&Legend Contractor must verify all dimensions on site before commencing work or preparing shop drawings.Do not scale drawings. 0 - I - - 0 -----y--- — 60/85 0/70 L _I NOT MEASURED GARAGE 8'-5 1/2"+/-CLG CAB M\ 0 0 w 0 t� i 16'/80 I 7'-;" ti 7'-111/2" 0 I /- c BEDROOM LLI ce 7,11"CLG .a I 'LEVATOWALLS �I •� NOT MEA-URED, ml I AS" 30/68 REVIEWED FOR CODE COMPLIANCE 9'-6 1/2"CLG ro ELEVATOR EOPT 1 07/25/2022 Sn ums Coda Associates GARAGE I 23 51 Stamp - 8'-8"+/-CLG 8 5'-101/2" pF COI 7'-11'CLG RA CLG P 9 ' C' O,Q, ` 21'-10 1/2" 0-3 1/2" BRYAy J AY* 7 — t // 4039578-21/2"+/-AFF g .0 II 30/68 ‘112 ®Bryan May ArchitectureLLC(BMA) 30/610 The information andd design intent contained within this 0 CAB O document is the property of BMA.No part of this information may be used without the prior mitten E ANELS permission of BMA.BMA shall retain all common law 7'-11"CLG • statutory and other reserved rights,including copyright - �E EOPT MECH ——— —CORRUGATED METAL thereto. 7-1"AFF 8'-4"CLG ..^+ WINDOW WELL Protect IN FYRWALD RESIDENCE 12'-10'� ---— 8'-0" 13'-2" LIB % MECH L'> BEDROOM ? H=3,4„ Address BLN7.DC G W I T-9•BATCHLG O T-9"CLG tio 1 H.H=6'-1l" 509 OREGON TRAIL DAM — ASPEN,CO 81611 TL CAB /1 J �ITD 0 HW e a_ ' u T bryan may architecture+interiors vwaw.bryanmayarchitecture.com 970.300.2086 Bryan May Architecture LLC Protect number Size check 2015 Sheet size Scale 24•X36" 1/4"=1'0" A B Sheet/ae EXISTING-BASEMENT LEVEL FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number abasement existing plan �\ e A2.00 RECEIVED A2.00 SCALE: 1/4"=1'-0" K_J 03/18/2022 Date generated 3/10/20228:48:57 PM Autodesk Docs-/509 Oregon Trail/2015_509 Oregon Traitrvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET T OB W=2,-3" W=*2t3" W=4'-7 1/2" H.H=6'-11" H.H=*6'-11" H.H.=7'-11" \ L *58n10 I \II I N Oil 8'-2"AFF D _ ----trA----- I \ m REFRI k 18'-5" / $K Notes&Legend Contractor must verify all dimensions on site before MSTR BDRM mmencing work or preparing shop drawings.Do not H=6'-0" sale drawings. MSTR BATH O 9'-2"CLGto H.H.=T-11" 9'-2"CLG I I , I O j L _1p/ // —/ v • 44 CD) M CLO BATH n� 8'-0"CLLG : cLG ; E 0 )/ 9'-2 C L" i G r 8'-3"AFF \ I IT 1-- \ 1 31n6 1— 3'-81/2" 15'-11/2" W=6� / H=6,-0" O O WIC BEDROOM — O 9'-2"CLG C 9'-2"CLG - I., lik • NOT MEA£URED, En ASSUMED 30/76 L ELEVATOR WALLS J NOT MEASURED, 28/76 AOCUMCD — REVIEWED FOR CODE COMPLIANCE 9'-2"CLG 07/25/2022 'e'II ELEVATOR HW I' snums Co.Assocates \ --J 8'-6"CLG \ Stamp r 8'-3"AFF , N m n 1.RDN ;�0?COLO9 ., O II ■n * BRYAy J AY ——— / 40073957 BEDROOM CLOD �U 9'-2'CLG 9'2"CLG (C` .� / s-o vz° / 6 6 vz° / � �`SFD ARC, o I 28/76 1ROXlMAJ!I 3 — :77, nt is O LJ _______) 9'-2"CLG 1 I Project ENTRY FYRWALD RESIDENCE H=s'-o^ L 27m J VAULT CLGfg W=2,-0" — �I \ 9 13-4 H3 10" '-2"CLG CAB �I H.H=8'-11" Address 509 OREGON TRAIL I I ASPEN,CO 81611 bryan may ,—I 35/81 I—I architecture+interiors www.bryanmayarchitecture.com 970.300.2086 O Bryan May Architecture LLC COV'D ENTRY Project number Size check 2015 Sheet size Scale 1/ 24'x36" 1/4"=1'A' ( NZ E E Sheet title EXISTING-LEVEL 1 FLOOR 1 7" PLAN PLAN TRUE NORTH NORTH Sheet number alevel 1 existing plan �\ A2.01 RECEIVED A2.01 SCALE: 1/4"=1'-0" K_J 03/18/2022 Date generated 3/10/2022 8:48:58 PM Autodesk DocsJ/50g Oregon Trail/2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description DECK 2022.03.10 PERMIT SET r O _ H=8,'-W=1,_5" O J — H.H.=10'-3 1/2" / \ =210/710 /I�^` 2 0/7107 9 1/2'" 1 1 H.H.=7-10 1/2" DECK MEASURED TO I INTERIOR FACE OF ii ir MEASUREMENTSARE.t �1 16'-0l' DECK LL / 1 a / \ \ w=r-11 vr' ) _ L // 29'-11" I / \ / Notes B Legend \_ �1-_: \L 11_ / _ / Contractor must coyly all dimensions on site before -/1L-7^84LkF _L_ W=4'-1/2" commencing work or preparing shop draoAngs.Do not - N 16'-6"+/-AFF = H.=lo0 sale drawings. T T TT //� \\ DINING \ / \ _J / LIVING \ / / \\\ 9 1 H.H 710V/ 2" m \ 0 /0 / \, R FR I 1 Hro F 1 F - m STORAGE -i ii ■ i0 �11 I I1 E L ARCH 37/710 OVEN ( 1 DW S.L=7_-51/2" 25/33 / I 16'-6 1/2" J - 13'-1 1/2" 7/ �� C \ KITCHEN / I 1"-1 \ / W=5'-8 1/2" r 11'-8"AFF e 4 o 17 I H=4'-91/2" 03 I -BREAKFAST Ea __ VAULT CLG 0 MANGE �� I DW SK ITC I m m IH _ 15'-61/2" \ / I ' RCH 37fi10 25/33 I S.I L5 1/2" I I i / � III1 VBRLLT1 8'- STORAGE � i11 if CAB E dEVA702 WALLS !J ljJL! m EASURED, \ - RCH'37/710 • I-.L 7'-5 1/2" REVIEWED FOR CODE COMPLIANCE CAB TV CAB CAB CLG— 07/25/2022 �y� -� � ATC re I'I ELEVATOR Shums Coda Associates 1 Stamp / eel LANDING /- - J/ r, VAULTCLG 19RU '--/ F CC7 O Io1 ��0 I Py4 CAB '1 / P ! W=4'-9" * BRYAy J AY STUDY u_ 26/77 H=8,5" / C7 VAULT CLG ¢ \ H.H.=11'-10" 1 403957 .' U H O Isltii ��S �`\'� tio 9'-0"CLG FD ARG I 27/77 I \ — ®Bryan May Architecture LLC(BMA) 0 \ The information and design intent contained within this \ document is the property of BMA.No part of this IC \\ \ ;I information may be used without the prior written O 1 N _ \\ \ 0 permission of BMA.BMA shall retain all common law \ statutory and other reserved rights,including copyright F1 �/ATJL -] \ thereto. ARCH H=9'0" A A SL.B'-0" Project II, I I 8v �� v FYRWALD RESIDENCE CAB \ \ -, W=6,0" V A H=6'-O" \ \ _... Address H.H.7'-11" / v v v 509 OREGON TRAIL v v v ASPEN,CO 81611 / v \ v / \ \ \ / \ \ / \ \ bryan may I architecture+interiors wmv.bryanmayarchitecture.com 970.300.2086 O Bryan May Architecture LLC Protect number Size check 2015 Sheet size Scale 24"7(36" 1/4"=1'A" A O Sheet title EXISTING-LEVEL 2 FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number a level 2 existing plan �\ e A2.O2 RECEIVED A2.02 SCALE: 1/4"=1,0" _J 03/18/2022 Date generated 3/10/2022 8:48:58 PM Autodesk DocsJ/50g Oregon Trail/2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET A T Notes&Legend Contractor must verify all dimensions on site before commencing work or preparing shop drawings.Do not scale drawings. O 0 0 I 11 II STORAGE CIEI II STORAGE 009 0 l 11— — — — MUDROOM — O CM I— II II L——— REVIEWED FOR CODE COMPLIANCE 07/25/2022 ELEVATOR Shums Coda Associates III EIS GARAGE CM Stamp L=LftU?' ---- * BRYAyJ AY FOYER I I L=___ / 40073957 lig III UP IIF==== [,'4 U -7i=__ O�SFDARG\\\��I k M ' cl K T eryan mat Arc nd de i nLC(n co) The information and design intent contained within this O \ Odocument is the properly of BMA.No part of this _ _ information maybe used shall retain the prior lcommon permission of BMA.BMA shall retain all common law statutory and other reserved rights,including copyright C---2 thereto. Project —, FYRWALD RESIDENCE _ MECH II ~ -, r r � — Address STORAGE BATHROOM4 BEDROOM 4 509 OREGON TRAIL ED I Oos L J — /-— ,—, ASPEN,CO 81611 000 P ; 0- _. 1 1 1 L_J bryan may 1 architecture+interiors wmv.bryanmayarchitecture.wm 970.300.2086 A B Bryan May Architecture LLC Project number Size check 2015 Sheet size Scale 24'X36" 1/4"=TA" Sheet title DEMOLITION-BASEMENT LEVEL FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number abasement level demo plan �\ A2.10 RECEIVED A2.10 SCALE: 1/4"=1-0" K_J 03/18/2022 Date generated 3/10/20228:48:59 PM Autodesk DoceJ/509 Oregon Tail/2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET 0 O D '1 P 9 I I P 0 H r /�\ I ° r P9�-10"_ ► LC \ I o II L �, 4 Notes 8 Legend 1 MASTER BATH Contractor must verify all dimensions on site before ® MASTER BED mme cing work or preparing shop drawings.Do not 1 1r c_11 sale drawings. 1 1 -I II I——I _� L- I y II 0 11 0 I I1 LvJ 1 0 _ \\ CLOGCT O BATHROOM /--r (-----7h r 274, OSET I r 7 Q T —10 L O J I I — — — KRISTINA'S — — — — — — — — O BEDROOM / 08 / 1 I 1 r ,./ LAUNDRY I / II I® —1)1-1 riri3it I L J T —1REVIEWED FOR CODE COMPLIANCE 07/25/2022 BED HALL 11 11 CLOSET 1 1ELM I 1 illi Shums Coda Associates Stamp 1 1 0 C403957 1 1 I I I I I ANNALISE'S ENTRYAmci _ __ BEDROOM ®i I 04 CLOSETElEtil 111. 1111 III ®Bryan May Architecture LLC(BMA) \\ The information and design intent contained within this document is the property of BMA.No part of this 3 3information maybe used Wthoutthe prior mitten O \ / I-- O permission of BMA.BMA shall retain all common law J statutory and other reserved rights,including copyright a0,� hereto U-� Project FYRWALD RESIDENCE II __ II _IWe /�''11�� OD 106 Address 1——1 = 509 OREGON TRAIL I _I_L._ ASPEN,CO 81611 F IL__i bryan may 11 11 o- m architecture+interiors A B wmv.bryanmayarohilecture.com 970.300.2086 C Bryan May Architecture LLC Project number Size check 2015 Sheet size Scale 24"R36" 1/4"=1'A" SheetUae DEMOLITION-LEVEL 1 FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number a level 1 demo plan �\ A2.11 RECEIVED mySCALE: 1/4"=1'-0" J 03/18/2022 Date generated 3/10/2022 8:48:59 PM Autodesk DoceJ/509 Oregon TraiV2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET A ® _Lijlo, di} -0I w i P 9P 1 1 Notes&Legend LIVING ROOM DINING ROOM Contractor must verify all dimensions on site before Ea] BD commencing work or preparing shop drawings.Do not scale d avnngs. I 0 0 0 In 7 IL I I I— I 1 in 7 I I— L— 7 r —— I— rr ,, I � I 1 1 ` OFFICE OD 0 — — I — KITCHEN — — — — — g — — — — — O 2os I�IIVllldl III II H Lin m I7It--+I— ____ 1 1 Room \I\ I I 206 fnalooffellritil l.'J lJVI — I I ----IJ— REVIEWED FOR CODE COMPLIANCE 17 71 11- — 07/25/2022 v 47) // I 1 CLOSET / O/ 13➢ Shums Coda Associates /VA / HALL OD // / 11111 Stamp L � / IIIIII �/ oh, I I I I I I ��pF COIOQ //�111111 T, —— ———— * BRYAyJ AY JACOUELINE'S ^ -- ———— 03 1 BEDROOM III\.-`_ll{ _--_ ,.' 403957 U ® we O - �"%ARG�\�� 1 —_ 0 The Bryan May Architecture LLC(BMA) information and design intent contained within this —Lt 0 fa document is the property ofMA. part of this information may be used ttha prior written 0 B permission of BMA.BMA shall retain all common law statutory and other reserved rights,including copyright BATH 1 ——— thereto. 204 Project FYRWALD RESIDENCE Address 509 OREGON TRAIL ASPEN,CO 81611 bryan may architecture+interiors www.bryanmayarchitecture.com 970.300.2086 Bryan May Architecture LLC Project number Size check 2015 Sheetsize Scale 24"R36" 1/4"=1'A' A B Sheettide DEMOLITION-LEVEL 2 FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number alevel 2 demo plan OA2. RECEIVED mipSCALE: 1/4"=1'-0" J 03/18/2022 Date generated 3/10/20228:49:00 PM Autodesk DocsL/500 Oregon Tail/2015_509 Oregon Trailrvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET A T Notes&Legend Contractor must verify all dimensions on site before commencing work or preparing shop drawings.Do not cale drawings. 0 0 0 II STORAGE lm J II STORAGE 009 0 II II _ O MUBROOM ED II I J I REVIEWED FOR CODE COMPLIANCE 07/25/2022 All current fire resistive assemblies shall be maintained and or repaired to their original fire resistive construction. I ELEVATOR pshmm,s Co.As:mclates GARAGE MM Stamp OOIOQ FOYER 0L=IiLItJ11 1 k———- * BRYAyJ AY IIL== C7 III / 403957 l I✓ 1' D ARG�\ i_-- ®Bryan May Architecture LLC(BMA) The information and design intent contained within this O - - - - - --- L.,,,,,t document is the property of BMA.No part of this information may be used without the prior written permission of BMA.BMA shall retain all common law statutory and other reserved rights,including copyright Water closet must be centered in a thereto. minimum 30"in width opening. Project 405.3.1 FYRWALD RESIDENCE MECH =~ - Ell ill- Address STORAGE BEDROOM 4 509 OREGON TRAIL QM I T� -g elASPEN,CO 81611 000JELIL 7sf bryan may 1 architecture+interiors BATHROOM m Shower compartments shall be not less than 900 square inches in werwbryemmayamhileapre.om 970.300.2086 ©Bryan May Architecture LLC interior crosssectional area.Shower compartments shall be not less than 30 inches in least dimension as measured from the finished interior dimension of the compartment.417.4 Protect number Size meek 2015 Sheet size Scale 24'R36" 1/4"=TA' A B Sheet title BASEMENT LEVEL FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number a BASEMENT FLOOR PLAN �\ e A2.20 RECEIVED A2.20 SCALE: 1/4"=1,0" K_J 03/18/2022 Date generated 3/10/2022 8:49:00 PM Autodesk DoceJ/509 Oregon Tail/2015_509 Oregon Trail.rvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET 0 0 1 U 00 00 ,_ _, �� ss4r. .+,.„. •xs x• E— w O Notes&Legend MASTER BATH U Contractor must verify all dimensions on site before ® MASTER BEDcommencing work or preparing shop drawings.Do not ® cale drawings. Safety glazing required.Typical for all shower doors and enclosures.2406.4.5 — A 0 H , - - 0 • __> _--_ ---- I / Backing for wall tile shall comply with section 2509.2. —= =_i y I Typical for all tub/shower enclosures ———T I 10 I MASTER CLOSET ® CLOSET BATHROOM3 -- BM T=- ° CPT I --A:I I WD 4 0KRISTINA'S BEDROOM — — - 2 I I En AS 3 All current fire resistive assemblies shall be maintained and or repaired to their original fire resistive construction. o LAUNDRY 3 ® L,__I Elevator? I I L -F—— I REVIEWED FOR CODE COMPLIANCE NEW WOOD FLOOR IN BED HILL K''''---L 07/25/2022 = I BED HALL CLOSET liE BM1ums Coda Associates �r —:1_ Stamp r , I I III JLLLt .pF COIOQ II II II I II .P 9„. ., /� T,o * BRYAy J AY — C77 ANNALISE'S / 403957 BEDROOM 7_— "l1 4 �U CLOSEIjI OPEN TO BELOW __— 'C �SD ARG�\ I —— 0 Bryan May Architecture LLC(BMA) The information and design intent contained within this 0 document is the property of MA. part of this _ ___— ATHROOM� IiIM � information maybe used of BM thea prior written common O B permission of BMA.BMA shall retain all mmon law statutory and other reserved rights,including copyright p thereto. A.. ..1,' 0 Project _= II UP FYRWALD RESIDENCE LI--) WC Address ENTRY 509 OREGON TRAIL I ASPEN,CO 81611 I -----) I ] bryan may 1 ,,,,m a architecture+interiors www.bryanmayarchitecture.com 970.300.2086 Bryan May Architecture LLC B Project number Size check 2015 Sheet size Scale 24"R36" 1/4"=1'A" A Sheet title LEVEL 1 FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number 1 LEVEL 1 FLOOR PLAN ne A2.21 RECEIVED A2.21 SCALE: 1/4"=1'-0" 03/18/2022 Date generated 3/f 0/20228:49:01 PM Autodesk DocsJ/500 Oregon Trail/2015_509 Oregon Trailrvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET I ji D T 0O Q 111. Q E ( .-.. 1- S ste - F W — r, Notes&Legend S —3 W K Contractor must verify all dimensions on site before a m 5 — commencing work or preparing shop drawings.Do not LL—O DINING ROO g J?LL ® oale drawings. m LIVING ROOM aiao3 _ -[0US a N w0u. ZZLL 0 _ - -1 _ 0 Will the new counter tops exceed the current dead load of 10 lbs.per s.f.?If so provide a engineer letter to verify the existing - structure will support the new load. - MW ' r--� DRAWER �I PANTRY 1 s Ow 1 aK FRZ li R }Ly KITCHEN II L:i_ _- 0 REF I g — — - I�. II F w O OFFICE a OVEN All current fire resistive assemblies shall be maintained and or repaired to their original fire resistive construction. II HOOD<400 CFM L L `^ REVIEWED FOR CODE COMPLIANCE BUILT-IN CLOSET Elevator? 07/25/2022 I I HALL CLOSET ® ® St rtc Co.Associates JACQUE_NE'S Stamp EP BEDROOM ECM — BATHROOM(/ DN• .c OF C OL O4, EU POWDER ROO �P I ',JP _ * BRYAy J AY C7 403957 l ® t.04SBD ARG��O :, \LI __ .. ®Bryan May Architecture LLC(BMA) The information and design intent contained within this document is the property of BMA.No part of this information may be used without the prior written 3 — — — — — — 3 permission of BMA.BMA shall retain all common law statutory and other reserved rights,including copyright thereto. OPEN TO protect BELOW @ 6 FYRWALD RESIDENCE Address BATH 1 509 OREGON TRAIL • 204 ASPEN,CO 81611 bryan may architecture+interiors www.bryanmayarchitecture.com 970.300.2086 Bryan May Architecture LLC Project number Size check 2015 Sheet size Scale 24'R36" 1/4"=1'A' A B sheettide LEVEL 2 FLOOR PLAN PLAN TRUE NORTH NORTH Sheet number e 1 LEVEL 2 FLOOR PLAN A2.22 RECEIVED qvSCALE: 1/4"=1,0" _ 03/18/2022 Date generated 3/10/2022 8:49:01 PM Autodesk Docs0/509 Oregon Trail/2015_509 Oregon Trailrvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET emu,.v„DT..II.a...me.l.pn„v Rwm°RISv.EgM u.,.n.u.0 vrtGRoom xvscw,wx 1 mANDTAGm.a rxvsa,sree PM. '...,TB*......'`. .BD .Bo TBD .BD TBD MORN DESCRIPTION MANUFACTURER mnlewsr GR lyre IMAGE r A minimum of 90%of new lamps or fixtures shall have an efficacy fiU— of not less than 75 lumens per watt. Dma,LIBBARr DERGmmD, MANTFATT„RER mnlsx,REEG. lye IMAGE C s e mwn. ranr, „" 0 u00,5 s• . All Notes&Legend Contractor must verify all dimensions on site before mono.,2 Descwmoo MNNUFACTUVR mrvlsxrsEMs OTT Mute commencing work or preparing shop drawings.Do not cale d avnngs. Ealing u.m TBD rev no Too TeD ELEVATION FINISHED CEILING HEIGHT t— INDICATES DOWNWARD SLOPE PENDANT(FL.STRIP OR LED) I b I WALL MOUNT(FL STRIP OR LED) esTxxoDwl DEscmmuA mARGFACToRFA Mnm.s.., o, IMAGE UC LINEAR SURFACE MOUNT wanLicuANK0 [amine c°ne c,Re l.,eccrs cr,nsr nserr z e T PENDANT PENDANT-DIRECTION. MDappmx m MAxurArnRER mnlsxMMxs lyEY IMAGE ¢ SURFACE MOUNTED s..wel.,µn s..ezm wq.ew UyU„. no - TS r e RECESSED STEPM1NAL LIGHTNAL T xRwMI DrxRlm A MANUFACTURER nrvlsxreEw lyTY IMAGE ° RECESSED(e)=Dxistirg . c,..uW,^y , 1 L OIw) RECESSED WET FIXNRE i`j1 RECESSED-6' O RECESSED-WALL WASH MDROOMR Mm mM'UrM.'aRFR mnlsxSMCR Nov reese �^ RECESSED DIRECTIONAL u SCONCE s.arciMu s�^.n^„co,„m c�.„I.rEu„. .5D Il —(e) O JUNCTION BOX ION MASTER BEDROOM DEsewnOn MARUFACItmER rmMIDSEECs °TT IMAGE • 0 © MONOXIDESMOKE/CA rn MONOXIDE DETECTOR • _ \ / CEILING FAN 2 ® SUPPLY DIFFUSER 111 I Z RETURN DIFFUSER ,.A EXHAUST FAN ZEF MARINE DATxxoom MAMMON 1 MANUFACTURER mnlMGrw CRT IMAGE O SPRINKLER HEAD IQ SPEAKER Ixn 1 EP ELECTRICAL PANEL cao e Lip^aopm• Mm TBDreDmArvuEAcruxea iDDEIn er Isxlneern i p re ImAee -- o = rxxwm• oescwen m.AxUE.AccnmR mvlsxrsEeu ...D9 I REVIEWED FOR CODE COMPLIANCE .LI R aD ,DD ,BD TBD TBD a) I 07/25/2022 ENTRY/STAND DESCRIPTION MANUFACTURER mmsxrsEECs w AG Y IMAGE DID) BM1ums Code Associates IR _ _ _ _ _ Stamp 2 �,.pF COIO,Q Smoke and Carbon Monoxide detectors as required P q t —— ❑® _ / by sections 907.2.9.2 and 905 o c.BmgTiow.I.„,.T„ ....r..re. cw Upn„a Antique BBB I ® * BRYAy J AY / 40073957 Scone LION smM „". c,,..uwlw Tao x le, ti 1 U w� I S CD PP ��`SFD ARG�\�� 1 ®Bryan May Architecture LLC(BMA) _ - The information and design intent contained this this 1\\ Hfr-----""ei � document is the property of BMA.in part of this (e) information may be Used without the prior written permission d BMA.BMA shall retain all common law statutory and other reserved rights,including copyright I -1 WALL SCONCE(S) [ J CEILING LIGHT TBD, thereto. I L TBD,SEE I.D. \ SEE I.D.LIGHTING Protect \ _ LIGHTING FIXTURE FIXTURE SCHEDULE FYRWALD RESIDENCE SCHEDULE FOR \ O O. O O. HEIGHT,CONFIRM \ (°) /e) 1°) (°)LOCATION,TYP. n Address OIe Ole) 509 OREGON TRAIL ASPEN,CO 81611 Ole) °lew, oID) °I bryan may architecture+interiors www.bryenmayarchitecture.com 970.300.2086 0 Bryan May Architecture LLC Protect number Size check 2015 Sheet size Scale 24'X36" 1/4"=1'A° Sheet title BASEMENT LEVEL REFLECTED CEILING PLAN PLAN TRUE NORTH NORTH sheet number aBASEMENT LEVEL REFLECTED CEILING PLAN /7\ eA3.00 RECEIVED A3.00 SCALE: 1/4"=l'-0" J 03/18/2022 Date generated 3/10/2022 8:49:02 PM Autodesk DocsJ/509 Oregon Tail/2015_509 Oregon TrailM ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 20.0110 PERMIT SET N.0.0 Toll.one..e a Lpn„B snm..l SF.Fgw u.i.IMPS) uvieceoom INSCR SON 1 m.Rue.crwa rwi®rs•ees IMAGE -_ C2.1i22,neali22 T. T. T. T. T. EF E_mr ( —r1 I�jl'F (e PUT.. DESCRIPTON MANUFACTURER Flnmmar. OTT muse r Q c„I,.EL„MLme a,aM. ua.,,ewA OR.OFED, "M.=z,. UNDERCABINET LED ____ _ ] Ole) Ole? • OFR,/•iM..- BE•cMmDN MANVFAE,vRER Flrv'sNS.xS QTv 'SAGE - WALL SCONCE,SEE -- \ I.D.LIGHTING \ `^E F°"""_"^ I,m=,�, °° " °r°tiis w°'^" �r� FIXTURE SCHEDULE O O -a Notes 8 Legend Contractor must verify all dimensions on site before BEDROOM' eescMmon MANUFARTIQD Fwis..,sOs ens Duce 0 _ commencingO. work or preparing shop drawings.Do not cale drawings. EX ED ..D rDD r r ci SURFACEEMATI N FINISHED CEILING HEIGHT felling raDT. T. ( `-- 0 0 WALL SCONCE,SEE I.D. `Y ELO \ LIGHTING FIXTURE Ole) I SCHEDULE FOR — INDICATES DOWNWARD SLOPE ' _ HEIGHT,CONFIRM ANT(FL.STRIP OR LED) LOCATION,TYP. wor r I a I W.L MOUNT(FL.STRIP OR LED) _ , let let (e) III i O I LINEAR FIXTURE BATDRDDMI INSCRIPTION (MANUFACTURER Flrv's'.s.EVs QTv IMAGE O O • UC LINEAR SURFACE MOUNT MINIM..w.II DTn.aeo..s clllcao c,Ra usnDv Mown nnl T L (GO(''I(. �I I_ J 4- PPENDANT (1SI SOu5O DIRECTION. m SCORE MANVFACTU.R. MINI Qr. IMAGE ,J - „ i - �'°' �`°' . SURFACE)DENTED 1 c, reD SURFACE MOUNT-sleeceDNAL I - RECESSED STEP/WALL LIGHT .HRGQM' DENCR'm N MANUFACTURER er'srorsa QTn IMAGEIO(el O:) �s RECESSED(e)=existing O \�U// Q(w) RECESSED WET FIXTURE see a ,,,..,..pled nmw••MN.+ l I ❑O - (e) 0,-, Oe RECESSED-6' �i •l•) O RECESSED-WALL WASH BEDROOM, um MANUFACTURER Flrv'sxSFus Qry 'MACE ILLJJII RECESSED DIRECTIONAL I I i. SCONCE s.w.VFAu s..sn.,,ron,M c.o'.FEus T5D r _ O JUNCTION BOX sr..sre.BEDROOM DF.New'tox MANUFACTURER eDv'FlsaFEu QFv 'MACE J u _ / r O MONOXIDE ' WALL SCONCE,SEE Smoke andCarbonMonoxidedetectors as DETECTOR I Ole) OI•) required / • — S CO I.D.LIGHTING by sections 907.2.9.2 and 905 ® SUPPLY DIFFUSER _ FIXTURE SCHEDULE FOR HEIGHT, Z RETURN DIFFUSER CONFIRM LOCATION, sM.Erh� s...)nn r,�oti EeM=s T. 2T.D Ole) TYP. EXHAUST FAN 0 0a. �EF MAN DAWN.. DESCRIPTION I MANUFACTURER RER Finis QFE IMAGE _ I o SPRINKLER HEAD Q SPEAKER w.Il ueK-".� ..mes D..ElFmms r.n ' 1 I`_ 0 0) EP ELECTRICAL PANEL �DRDDM• DE,GumQN MANUFACTURE. FIrv'sDSFECB OW IMAGE •) Co.,. ,BD TOOTDD T® WO . _ I i .v.II EEw unmoor,. I.u-scMETr T. FArnngx WOSIIDDYCS r.D� �mFAca III I REVIEWED FOR CODE COMPLIANCE Ole) 07/25/2022 I. ENTRr.srA'u DESCRIPTION MANUFAcrvRER mammalh 'ee " S CO Om BM1ums Co.Associates • • .-II=- - Stamp _ — WALL SCONCE,SEE of C O(> S Ole) O(D) I.D.LIGHTING O,Q T O-'lR) FIXTURE SCHEDULE 7�P 9j c, Tow ( r'.e' G Ew, Me G. I l-{}NI * BRYAy J AY WALL SCONCE,SEE / 403957C7 I.D.LIGHTING OI°1 ./' U Scone Lw,. 4. circa Zinc reo x i ,. FIXTURE SCHEDULE X� ,`�i FOR HEIGHT, OI•) tis \ CONFIRM LOCATION, WALL SCONCE,SEE FD ARC TYP. ® I.D.LIGHTING `I•/_�i FIXTURE SCHEDULE (e)O — O(e) - ,I Bryan May Architecture LLC(BMA) The information and design intent contained within this document is the property of BMA.No part of this information maybe used without the prior written permission of BMA.BMA shall retain all common law 1111111te) - statutory and other reserved rights,including copyright thereto. 1 IL I k L L Project 1 FYRWALD RESIDENCE - F '. 0 Address 509 OREGON TRAIL ASPEN,CO 81611 bryan may �' D architecture+interiors www.bryenmayarchitecture.com 970.300.2086 0 Bryan May Architecture LLC Protect number Size check 2015 Sheet size Scale 24'X36" 1/4"=1-0' Sheet title LEVEL 1 REFLECTED CEILING PLAN PLAN TRUE NORTH NORTH Sheet number AliLEVEL 1 REFLECTED CEILING PLAN �\ A3.01 RECEIVED A3.01 SCALE: 1/4"=1-0" J 03/18/2022 Date generated 3/10/2022 8:49:03 PM Autodesk DocsJ/509 Oregon Tail/2015_509 Oregon Trailrvt ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET w+w.v."T..Il.ae..e.l.,,,,„,,,,,veognu.,.n.lxv m 7 _ uvinewa„ DESCRIPTION I sfumv.erwa smssayse Puts TT le)O ., I - c F, m,„ TDo TDo Teo MO MO IGT.LN DESCRIPTI. MANUFACEURva Rxlswsras QTN Puce - Oe • Omarus.. DESCRIPTION MANUFACTURER FINISH/SPECS gry IMAGE m E a T,m"" "" o,2"os,,,n; i01 CHANDELIER,SEE / I.D.LIGHTING Notes&Legend (31r// FIXTURE SCHEDULE Contractor must verify all dimensions on site before DEntooM1 DvvoDrmoM MANUFACPava .ne,EDspE s ens Puts O(e) 0le) sale dmwinge.*or preparing shop drawings.Do not Ceili,wtpm Tee rev Teo Teo ieo SURFACE FINISHED CEILING HEIGHT O(e) Ole) ELEVATION .- INDICATES DOWNWARD SLOPE PENDANT(FL.STRIP OR LED) I b I WALL MOUNT(FL.STRIP OR LED) RATNnoDMI DESCRIPTION MANUFACTURED GnlsxSv. gD' IMAGE - - UC LINEAR SURFACE MOUNT 4- PENDANT w.ltiyawvnm [."illec�ne e,.e l.,enn"s nnn"ue n,nel z 0 PENDANT-olRwnorvu • DnoxOOM: m MANUEACIT,RER MINI... grc IMAGE OI, ¢ suerocE e0050ED - 1 OMp1D1 MO (•IQ ,` SURFACE MOUNT-DIRECTIONAL Tao _ oilB.O.CLG Nt RECESSED STEP/WALL LIGHT i xRw>u DExRIm N MANUFACTURERFINISH/SPECSgn Imm / 3'-71/8" / 3'-71/8" / 3'-71/8" /EQ. 0 RECESSED(e)=existing O(=, Olw) RECESSED WET FIXTURE + Or.ceers 1 I I © RECESSED-c ElRECESSED-WALL WASH BEDROOM, DESCRIPTION MANUFACTURER PNISISFus QIN IMAGE RECESSED DIRECTIONAL HM EI.NEreR e[ortgom Dvsewltox MANUFACTURER eDVIMDavEu IMAGE LL - SCONCE ,so - f0 O B.O.CLG 0 O JUNCTION BOX rn 9'-61/2" CHANDELIER,SEE gTY B.O.CLG I.D.LIGHTING © MONOXIDE DETECTOR 3 \ -- ---- / FIXTURE SCHEDULE \ / B.O.CLG �/ 8A CEILING FAN 9'-4 1/2" '7 • / " w F-0 0/ 0 0 ® SUPPLY DIFFUSER Ole) RETURN DIFFUSER TOO ,TDo BEAM ____ EXHAUST FAN MAam..uTxROOm DESCRIPTION MANUFACTURER Rnlsxrsvere gry IMAGE BEAM �O BF SPRINKLER HEAD Rrmwv Q Q Q SPEAKER O + Q + + PENDANT CHANDELIERS "" - B.O.CLG CENTERED ON ISLAND, EP ELECTRICAL PANEL - -�5ROOM, DESCRIPTION MANUFACTURER iINISHSPICH erR IMAGE / g_p^ SEE LD.LIGHTINGGTING MOUNTED, P �/ SEE I.D. FIXTURE f3'}---- --- SCHEDULE <NavLlvl„ Teo TDo Tno T. reT U.C.LED SOFFIT UNDERCABINET — BATHROOM. DESCRIPTION MANUTArnma FTNIse,,Fua GIN. 7i,, __ LED LIGHTING REVIEWED FOR CODE COMPLIANCE ."k IDn TDn TDn MO MO Smoke and Carbon Monoxide detectors as required 07/25/2022 by sections 907.2.9.2 and 905 SM.=Coda Associates ENTRYIsruu DESCRIPTION MANUFACTURER MususvECs gTv IMAGE 0M 0M _— Stamp N. CEILING LIGHT TBD, SEE I.D.LIGHTING FIXTURE SCHEDULE �S CO O OlDl O(D) A ��LO (0 , 4, al 14 I0 5 O m t y e.e„wT,D,v.I.,U.Im „D. C,,.... :vla CHANDELIEBOVE,•s..=LUEOl 2 Y F de Ole) Oa) 0(0 OA. AR.... G WALL SCONCE,SEE Cl _ I.D.LIGHTING ©Bryan May Architecture LLC(BMA) FIXTURE SCHEDULE The information and design intent contained within this Y, document is the property of BMA.No part of this • information may be used without the prior written ID.wI of BMA.BMA shall retain all common law (el le) (ClO permission e) st tutory and other reserved rights,including copyright Project FYRWALD RESIDENCE Address • 509 OREGON TRAIL ASPEN,CO 81611 bryan may architecture+interiors Www.bryenmayarchitecture.com 970.300.2086 0 Bryan May Architecture LLC Project number Size check 2015 Sheet size Scale 24'7(36" 1/4"=1'A" Sheet tree LEVEL 2 REFLECTED CEILING PLAN PLAN TRUE NORTH NORTH sheet number 1 LEVEL 2 REFLECTED CEILING PLAN e A„3.O2 DECEIVED A3.02 SCALE: 1/4"=1'-0" K_ J 03/18/2022 Date generated 3/10/2022 8:49:03 PM Autodesk Does:/50g Oregon Trail/2015_509 Oregon Trail.M ASPEN BUILDING DEPARTMENT Recent revision history # Date Description 2022.03.10 PERMIT SET —Fireplace Dimensions .\ 4: "t, , ,--„,,e----i- 1 Sea 1 "} F __ 4] I 1 � L ns— Figure 1:TC42D2 Overall dimensions. Minimum Clearances to Combustible Material COMBUSTIBLE FRAMING AND NONCOMBUSTIBLE ZONE FINISH WALL ABOVE STANDOFFS STEEL FRAMING DO NOT INSTALL ANY COMBUSTIBLE MATERIAL,ELECTRICAL WIRING OR GAS STANDOFFS PLUMBING IN THIS AREA. MAY USE COMBUSTIBLE FACING MATERIAL IN THIS AREA Mantel Clearance Chart NON-COMBUSTIBLE j % Notes&Legend FINISH MATERIAL •MANTEL CLEARANCE SEE FIG 414&15 0 • Contractor must verify all dimensions on site before I commencing work or preparing shop drawings.Do not E // A 6.. cale drawings. AI T F Y, a 6.. iC Y c 3.. TOP OF UNTEL BAR % ""MANTEL DEPTH FIREPLACE FRONT •I 1 0 12" 7 E 6 3/4" l F 1 1/2" Figure 2:TC 42 Ver 2 Mantel clearances. Minimum Clearances: re. .o 1/ Side standoffs .oin. (0mn4 Back standoffs..................................................OM N M r Top sendoes_..____.._-_-............_________.0 N.(Omm) Rotten or appunce.._.._.._..___________................N mrly ;� slwaer Cgac t saps wan............................................ N.(102 mrlQ Ceiling to ppwnce.......................................... (610 mM 'Mantel to anivenca............................Bee FgZ Maximum Mantel Worded) 4• Mantel aupWn_......................................___.....4 I.(102 mm) Vanicel vent pipe........................................1 3t4'N.(45 mm) Y 1? Horizontal Vent ppe flop.Wes end botteen)1 3/4•N.(45 mm) 6M MAYBE RECESSIMUP TO♦VT Wont NONOXIBUS*eLE MASONRY rwE Figure 3:TC 42D Ver 2 Mantel. L ,Ell: 411 Eli - O REVIEWED FOR CODE COMPLIANCE 07/25/2022 Shums Coda Associates Stamp * BR:AC � OIO 5 YO J AY I..,,, 61111111111ti. I 403957 IIIII LIVING ROOM EMI G;1_. ®Bryan May Architecture LLC(BMA) The information and design intent contained within this I document is the property of BMA.No part of this information may be used without the prior written permission of BMA.BMA shall retain all common law ® statutory and other reserved rights,including copyright thereto. CD Project FYRWALD RESIDENCE :maw'1 1_ 509 OREGON TRAIL ASPEN,CO 81611 7,/2'• r Bryan may _ Ir "� architecture+interiors — ryanMayetureLLm� �� 0Bryan May Architecture LLC U6ni INTERIOR ELEVATIONS- —_ / \ LIVING ROOM(FIREPLACE) 2 209_LIVING ROOM_N 7-- 1 209_LIVING ROOM_W A LIVING ROOM Sheet number A9.24 SCALE: 1/2"=1'-0" A9.24 SCALE: 1/2"=1-0" A9.24 SCALE: 12"=1'-0" RECEIVED A9.24 03/18/2022 Date generated 3/10/2022 8:49:04 PM Autodesk DocsS/509 Oregon Trail/2015_509 Oregon Trai/rvt ASPEN BUILDING DEPARTMENT