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Home My WebLink AboutFile Documents.533 E Main St.0004.2017 (41).ACBKCHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO.2/15/2017 11:05:16 AMST. MARY CATHOLIC CHURCH CVRST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO533 E. MAIN STREET ASPEN, CO PERMIT DRAWINGS City of Aspen Received 6/19/17 Building Department 5.25.17City of Aspen Received 6/19/17Building Department ARCHITECTURAL SYMBOLS SYMBOL LEGEND SPOT ELEVATION NEW CONTOUR EXISTING CONTOUR CENTER LINE HIDDEN LINE SETBACK LINE BREAK LINE PROPERTY LINE DETAIL NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER BUILDING SECTION WALL SECTION ROOM NAME ROOM NUMBER REVISIONS KEYNOTE SHEET NUMBER SHEET NUMBER CAST BATTCOMPACTED FILL POROUS FILL UNDISTURBED SOILS CONCRETE BLOCK BRICK STONE GLASS BLOCK STEEL RIGID FINISH WD. FRAMING WD. BLOCKING GLU-LAM PLYWOOD PLAN & SECTION MATERIAL INDICATIONS GENERAL NOTES EARTH ROCK CONCRETE MASONRY METAL INSULATION WOOD MATCH LINE PROJECT NORTH TRUE NORTH GROUT, LIGHTWEIGHT CONCRETE ARCHITECTURAL ABBREVIATIONS ZONING & BUILDING CODE INFORMATION PROJECT DIRECTORY ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REQUIREMENTS AND RECOMMENDATIONS. ALL SEQUENCING, INTERFACE AND COORDINATION WITH OTHER BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND OPERATING SYSTEMS AND/OR BUILDING COMPONENTS, AND SHALL MEET OR EXCEED QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY STANDARDS. CONTACT ARCHITECT WITH ANY QUESTIONS PRIOR TO STARTING WORK. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 2015 I.B.C. AND ANY REQUIREMENTS BY THE LOCAL BUILDING DEPARTMENT ZONING HEIGHT LIMIT: COMMERCIAL CORE 28 FEET FOR 2 STORIES NO REQ. NO REQ. 74,250 SF FRONT YARD SETBACK SIDE YARD SETBACK ALLOWABLE FLOOR AREA AFF BM BS. B.O. ACCOUS ADJ ALT ALUM APPD APPROX ARCH ASAP BRG BET BLK BSMT BTU BLDG CAB CLG CER CLR ABOVE FINISHED FLOOR ADJACENT ALTERNATE ALUMINUM APPROXIMATE APPROVED BEAM BEARING BETWEEN BLOCK BASEMENT BRITISH THERMAL UNIT(S) BOARDBD BOTH SIDES BOTTOM OF BUILDING CABINET CENTER LINE CEILING CERAMIC CLEAR CJ CF DP DW DN DR EA. EW CLO CLOSET D W COL CONC CONT COORD CTR DEPT DTL DIA, DIM DWG ELECT CLOTHES DRYER CLOTHES WASHER COLUMN CONCRETE CONSTRUCTION JOINT CONTINUOUS COORDINATE COUNTER CUBIC FEET DAMPROOFING DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DRAIN DRAWING EACH EACH WAY ELECTRICAL EL EQ F.O. FP FD FT GA GC GL GRD. HD HP HT ID JT ENGR EXG EXP. EXT. FIN FIXT FTG FDN FURN GAL GALV GYP. GWB HDW HVAC HORIZ HWH INCL INFO INSUL ELEVATION ENGINEER EQUAL EXISTING EXPOSED EXTERIOR FACE OF FINISH FIREPROOF FIREPLACEFPL FIXTURE FLOOR FLOOR DRAIN FOOT, FEET FOOTING FOUNDATION FURNISH GALLON GAUGE GALVINIZED GENERAL CONTRACTOR GLASS, GLAZED GRADE GYPSUM GYPSUM WALLBOARD HARDWARE HEAD HORIZONTAL HORSE POWER HOT WATER HEATER HEIGHT INCLUDE (D) (ING) INFORMATION INSIDE DIAMETER INSULATION JOINT INT INTERIOR HEATING, VENTING, AND AIR CONDITIONING LT MO NA OD d QT R RD RM JCT KWH LAV MFR MATL MTL MAX MECH MED JUNCTION KILOWATT HOUR LAVATORY LIGHT MANUFACTURER MATERIAL MASONRY OPENING METAL MAXIMUM MECHANICAL MEDIC (INE) (AL) MIN MISC NOM NIC NTS OPG OC OPP ORN PTN PERF PERFORATE(D) PENNY (NAILS, ECT.) MINIMUM MISCELLANEOUS NOMINAL NOT IN CONTRACT NOT APPLICABLE NOT TO SCALE ON CENTER OPENING OPPOSITE ORNAMENTAL OUTSIDE DIAMETER PARTITION PLT. PLY QTY PLATE PLYWOOD QUARRY TILE QUANTITY RADIUS ROOF DRAIN ROOM RS ROUGH SAWN RW R RO SQ SS TV TO T UG RCB REF. REFR REINF REBAR REQD SHT SHLV SVF SIM STC SPEC SF RESILIENT COVE BASE RETAINING WALL REFER/REFERENCE REFRIGERATOR REINFORCE ( D) REINFORCING BAR (S) REQUIRED RISER ROUGH OPENING SHEET SHEET VINYL FLOORING SHELV (ES) (ING) SIMILAR SOUND-TRANSMISSION CLASS SPECIFICATION SQUARE SQUARE FEET STD STRUCT SUB SUPPL S4S SUSP TEL TEMP T&G T&B TYP TYPICAL STANDARD STRUCTURAL SUBSTITUTE SUPPLEMENT SURFACED FOUR SIDES SUSPEND(ED) TELEPHONE TELEVISION TOP AND BOTTOM TONGUE AND GROOVE TOP OF TREAD V WH WC WP WT W/ WD UNGL UNFIN VIF VERT VCT WWF WDW W/O UNGLAZED UNFINISHED VERIFY IN FIELD VERTICAL VOLT WATER HEATER WATER CLOSET WATERPROOF WEIGHT WELDED WIRE FABRIC WINDOW WITH WITHOUT WOOD ACOUSTICAL ARCHITECT (URAL) BFF BELOW FINISHED FLOOR CL, DISHWASHER LAM LAMINATE (D) OPH OPPOSITE HAND STL STEEL TEMPERED AS SOON AS POSSIBLE FLR STAINLESS STEEL VINYL COMPOSITION TILE U.N.O. UNLESS NOTED OTHERWISE UNDERGROUND ARCHITECT OF RECORD STRUCTURAL ENGINEER ZONING INFORMATION: APPLICABLE CODES: DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O. C. ALL EXTERIOR STUDS TO BE 2x6 U.N.O. ALL INTERIOR STUDS TO BE 2x4 U.N.O. ALL INTERIOR STUD WALLS & CEILINGS BETWEEN SPACES SHALL HAVE 3 1/2 " SOUND ATTENUATION BATTS AND ACOUSTICAL SEALANT AROUND PERMIETER DRYWALL PENETRATIONS, J-BOXES, ETC. UNLESS THERMAL INSULATION IS CALLED FOR. INTERIOR ELEVATION WINDOW NUMBER CHARLES CUNNIFFE ARCH. MARINA SKILES 610 E. HYMAN AVE. ASPEN, COLORADO 81611 TELE: (970) 925-5590 FAX: (970) 920-4557 PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING or SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES, BUT NOT BE LIMITED TO, STRUCTURAL and DECORATIVE STEEL, WINDOWS and DOORS, BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND EXTERIOR & INTERIOR FINISH MATERIALS, AND FIRE SPRINKLERS. EXTERIOR ELEVATION TOP OF PLATE TOP OF FLOOR ELEVATION A8.1 2A8.1 A B C EL.=98.2 EL.= T.O. PLATE 110'-0" EL.= T.O. PLY. 100'-0" NORTH ??? ? ? CL / SEE SHEET ? ? SURVEYOR D IBC INTERNATIONAL BUILDING CODE IRC INTERNATIONAL RESIDENTIAL CODE KITCHEN 107 SPRAYED FOAM 27,000 SFLOT AREA PROJECT INFORMATION LOCATION: 533 EAST MAIN STREET, ASPEN, CO 81611 LEGAL DESCRIPTION: PROJECT DESCRIPTION: ROOM NUMBERROOM NUMBER DOOR LETTER CONSTRUCTION ASSEMBLY SHEET NUMBER ELEVATOR (WHEN APPLICABLE): GFDS ENGINEERS MATT DAVIDSON 400 WEST MAIN ST. SUITE 210 ASPEN, COLORADO 81611 TELE: (970) 376-5716 GFDS@GFDSENG.COM ASPEN SURVEY ENGINEERS 210 SOUTH GALENA ST. ASPEN, CO 81611 TELE/FAX: (970) 925-3816 VICINITY MAP SHEET INDEX PNTN 533 EAST MAIN STREET, ASPEN, CO MEP, LIGHTING, A/V, ACOUSTICAL ENGINEER BG BUILDING WORKS 222 CHAPEL PLACE, UNIT AC-201 AVON, CO 81620 TELE: (970) 949-6108 CIVIL ENGINEER SGM DANNY STEWART 118 W. 6TH, SUITE 200 GLENWOOD SPRINGS, CO 81601 TELE: (970) 945-1004 FAX: (970) 945-5948 DESIGN ARCHITECT INTEGRATION DESIGN GROUP ADAM HERMANSON 6890 W. 52ND AVENUE SUITE 230 ARVADA, COLORADO 80002 TELE: (303) 227-9453 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:03:59 AMA0.1 1511 GEN. INFORMATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 DD ADDENDUM 1 11/14/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 ARCHITECTURAL A1.0E EXISTING SITE PLAN 02/15/17 A1.0 PROPOSED SITE PLAN 02/15/17 SM 1.0 EXISTING SNOWMELT PLAN 02/15/17 SM 1.1 PROPOSED SNOWMELT PLAN 02/15/17 A2.1 DEMOLITION PLANS 02/15/17 A2.2 DEMOLITION PLANS 02/15/17 A2.3 DEMOLITION PLANS 02/15/17 A2.4 PROPOSED CONSTRUCTION PLANS 02/15/17 A2.5 PROPOSED CONSTRUCTION PLANS 02/15/17 A2.6 PROPOSED CONSTRUCTION PLANS 02/15/17 A2.7 PROPOSED CONSTRUCTION PLANS 02/15/17 A2.8 PROPOSED ROOF & LANDSCAPING PLAN 02/15/17 A3.1 EXISTING EXTERIOR ELEVATIONS 02/15/17 A3.2 EXISTING EXTERIOR ELEVATIONS 02/15/17 A3.3 EXISTING EXTERIOR ELEVATIONS 02/15/17 A3.4 EXISTING EXTERIOR ELEVATIONS 02/15/17 A3.5 PROPOSED EXTERIOR ELEVATIONS 02/15/17 A3.6 PROPOSED EXTERIOR ELEVATIONS 02/15/17 A3.7 PROPOSED EXTERIOR ELEVATIONS 02/15/17 A3.8 PROPOSED EXTERIOR ELEVATIONS 02/15/17 A3.9 PROPOSED SITE ELEVATION 02/15/17 A3.10 PROPOSED ENTRY ELEVATION 02/15/17 A4.1 BUILDING SECTIONS 02/15/17 A4.2 BUILDING SECTIONS 02/15/17 A6.1 ENLARGED FLOOR PLAN 02/15/17 A7.1 REFLECTED CEILING PLANS 02/15/17 A7.2 REFLECTED CEILING PLANS 02/15/17 A7.10 INTERIOR DETAILS 02/15/17 A7.11 INTERIOR DETAILS 02/15/17 A8.1 INTERIOR ELEVATIONS 02/15/17 A8.2 INTERIOR ELEVATIONS 02/15/17 A8.3 INTERIOR ELEVATIONS 02/15/17 A8.4 INTERIOR ELEVATIONS 02/15/17 A9.1 MILLWORK 02/15/17 A9.2 LITURGICAL ELEMENTS 02/15/17 A9.3 LITURGICAL ELEMENTS 02/15/17 A9.4 LITURGICAL ELEMENTS 02/15/17 A10.1 DOOR & WINDOW TYPES & SCHEDULES 02/15/17 A10.10 FINISH PLANS AND SCHEDULES 02/15/17 A10.11 ENLARGED FINISH PLANS & DETAILS 02/15/17 CIVIL ENGINEERING TS-01 COVER SHEET 02/15/17 GN-01 LEGEND, NOTES, ABBREVIATIONS 01/12/17 EX-01 EXISTING CONDITIONS 01/12/17 CDM-01 DEMOLITION PLAN 01/12/17 CGE-01 GEOMETRY PLAN 01/12/17 CRD-01 HUNTER STREET SIDEWALK PLAN & PROFILE 01/12/17 CRD-02 HIGHWAY 82 SIDEWALK PLAN & PROFILE 01/12/17 CEC-01 EROSION CONTROL PLAN 01/12/17 CSW-01 STORMWATER MANAGEMENT PLAN 01/12/17 CDT-01 CITY OF ASPEN STANDARD DETAILS 01/12/17 CDT-02 PROJECT DETAILS 01/12/17 CDT-03 CURB RAMP CROSS SECTIONS 01/12/17 CDT-04 STRIPING PLAN 01/12/17 ELECTRICAL ENGINEERING E0.0 ELECTRICAL COVER SHEET 02/15/17 E0.1 ELECTRICAL ONE-LINE DIAGRAM 02/15/17 E0.2 ELECTRICAL SCHEDULES 02/15/17 E2.0 SITE ELECTRICAL PLAN 02/15/17 E2.1 BASEMENT LEVEL DEMOLITION ELECTRICAL PLAN 02/15/17 E2.2 MAIN LEVEL DEMOLITION ELECTRICAL PLAN 02/15/17 E2.3 SANCTUARY LEVEL DEMOLITION ELECTRICAL PLAN 02/15/17 E2.4 BASEMENT LEVEL ELECTRICAL PLAN 02/15/17 E2.5 MAIN LEVEL ELECTRICAL PLAN 02/15/17 E2.6 SANCTUARY LEVEL ELECTRICAL PLAN 02/15/17 E2.7 CHOIR LOFT & BELFRY LEVEL ELECTRICAL PLAN 02/15/17 E2.8 ROOF ELECTRICAL PLAN 02/15/17 E3.2 MAIN LEVEL LIGHTING PLAN 02/15/17 E3.3 SANCTUARY LEVEL LIGHTING PLAN 02/15/17 E3.4 NARTHEX LIGHTING PLAN 02/15/17 E4.1 ELECTRICAL DIAGRAMS 02/15/17 MECHANICAL/PLUMBING ENGINEERING M0.0 MECHANICAL COVER SHEET 02/15/17 M0.1 MECHANICAL SCHEDULES 02/15/17 M0.2 MECHANICAL SCHEDULES 02/15/17 M2.0 SITE MECHANICAL PLAN 02/15/17 M2.1 BASEMENT LEVEL DEMOLITION MECHANICAL PLAN 02/15/17 M2.2 MAIN LEVEL DEMOLITION MECHANICAL PLAN 02/15/17 M2.3 SANCTUARY LEVEL DEMOLITION MECHANICAL PLAN 02/15/17 M2.4 BASEMENT LEVEL MECHANICAL PLAN 02/15/17 M2.5 MAIN LEVEL MECHANICAL PLAN 02/15/17 M2.6 SANCTUARY LEVEL MECHANICAL PLAN 02/15/17 M2.7 CHOIR LOFT & BELFRY LEVEL MECHANICAL PLAN 02/15/17 M4.0 MECHANICAL DIAGRAMS 02/15/17 M5.0 PIPING DIAGRAMS & CONTROL SCHEMATICS 02/15/17 M5.1 MECHANICAL CONTROLS 02/15/17 P2.2 MAIN LEVEL DEMOLITION PLUMBING PLAN 02/15/17 P2.3 SANCTUARY LEVEL DEMOLITION PLUMBING PLAN 02/15/17 P2.4 BASEMENT LEVEL PIPING PLAN 02/15/17 P2.5 MAIN LEVEL PLUMBING PLAN 02/15/17 P2.6 SANCTUARY LEVEL PLUMBING PLAN 02/15/17 P4.0 PLUMBING DIAGRAMS & ISOMETRIC 02/15/17 STRUCTURAL ENGINEERING S2.6 PROPOSED - SANCTUARY FRAMING PLAN 02/15/17 S2.7 PROPOSED - CHOIR LOFT & BELFRY FRAMING PLANS 02/15/17 S2.8 PROPOSED - ROOF FRAMING PLAN 02/15/17 S4.0 PROPOSED - BUILDING SECTIONS 02/15/17 S5.1 CONCRETE DETAILS 02/15/17 S7.1 STEEL DETAILS 02/15/17 S7.2 STEEL DETAILS 02/15/17 S8.1 WOOD DETAILS 02/15/17 S8.2 WOOD DETAILS 02/15/17 STRUCTURAL ENGINEERING S0.0 COVER SHEET 02/15/17 S0.2 TYPICAL CONCRETE DETAILS 02/15/17 S0.3 TYPICAL WOOD DETAILS 02/15/17 S2.1 DEMOLITION - BASEMENT LEVEL PLAN 02/15/17 S2.2 DEMOLITION - MAIN LEVEL PLAN 02/15/17 S2.3 DEMOLITION - SANCTUARY LEVEL PLAN 02/15/17 S2.3.1 DEMOLITION - CHOIR LOFT & BELFRY FRAMING PLANS 02/15/17 S2.4 PROPOSED - FOUNDATION PLAN 02/15/17 S2.5 PROPOSED - MAIN LEVEL FRAMING PLAN 02/15/17 A0.0 SITE SURVEY A0.2 EXISTING FLOOR AREA CALCULATIONS A0.3 EXISTING FLOOR AREA CALCULATIONS A0.4 FLOOR AREA SUMMARY A0.5 PROPOSED FLOOR AREA CALCULATIONS A0.6 FLOOR AREA SUMMARY A0.7 CODE PLANS AND SUMMARY TECHNOLOGY T0.0 TECHNOLOGY COVER SHEET 02/15/17 T0.1 TECHNOLOGY INFORMATION 02/15/17 T2.2 MAIN LEVEL TECHNOLOGY DEMOLITION PLAN 02/15/17 T2.3 SANCTUARY LEVEL TECHNOLOGY DEMOLITION PLAN 02/15/17 T2.5 MAIN LEVEL TECHNOLOGY PLAN 02/15/17 T2.6 SANCTUARY LEVEL TECHNOLOGY PLAN 02/15/17 T2.7 CHOIR LOFT TECHNOLOGY PLAN 02/15/17 T3.0 TECHNOLOGY FUNCTIONAL DIAGRAMS 02/15/17 T3.1 TECHNOLOGY FUNCTIONAL DIAGRAMS 02/15/17 T3.2 TECHNOLOGY ELEVATIONS & SECTIONS 02/15/17 T4.0 TECHNOLOGY DIAGRAMS 02/15/17 LANDSCAPE ARCHITECTURE L1 SITE PLAN 01/12/17 L2 TREE MITIGATION PLAN 01/12/17 L3 LAYOUT & MATERIALS PLAN 01/12/17 L4 LANDSCAPE PLAN 01/12/17 L5 DETAILS 01/12/17 L6 DETAILS 01/12/17 L7 NOTES & SPECIFICATIONS 01/12/17 City of Aspen Received 6/19/17 Building Department UP UP DN UP FAR LEGEND____________________________________ __ FLOOR AREA EXEMPT DECKS ABOVE 30" EXISTING BUILDING FUTURE CONSTRUCTION 4988.00 EXISTING SANCTUARY SPACE 22.50 EXEMPT EXIST. STAIR 129.49 EXEMPT EXISTING STAIR 127.53 EXEMPT EXISTING STAIR 91.94 EXEMPT EXIST. ELEVATOR 1 2 3 4 5 6 7 8 9 106.42 EXIST. CRY ROOM AREA 91.94 EXISTING ELEVATOR 151.40 EXISTING STAIR 151.60 EXISTING STAIR 5049.46 EXISTING CHURCH- MAIN LEVEL 189.45 COVERED DECK AREA 36.68 EXISTING STAIR 53'-11 11/16" 16'-1" 53'-11 11/16" 183.48 COVERED DECK AREA 103.22 EXISTING BASEMENT ELEVATOR 1572.20 EXISTING BASEMENT AREA STORAGE STORAGE BOILER ROOM CRAWL SPACE CRAWL SPACE CRAWL SPACE A0.8 A0.8 8 A0.85 A0.8 4 A0.8 3 2 6 A0.8 9 48.00 DECK AREA A0.87 A0.810 A0.8 11 A0.8 12 A0.8 13 1 DESCRIPTION ZONING EXISTING DEVELOPMENT PROPOSED DEVELOPMENT NET LOT AREA GROSS LOT AREA 2.75:1 ALLOWABLE CIVIC FLOOR AREA ALLOWABLE EXEMPT DECK ZONING SCHEDULE NOTES CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY) ESSENTIAL PUBLIC FACILITY ESSENTIAL PUBLIC FACILITY 27,000 SF 27,000 SF 74,250 SF 11,137.5 SF (15% OF 74,250) BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (1.81% X BASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.8 FOR CALCULATIONS) MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL AREA MAIN LEVEL AREA TOWARD FAR UPPER LEVEL CRY ROOM AREA TOTAL UPPER LEVEL AREA DEDUCTIONS FOR STAIRS DEDUCTIONS FOR ELEVATOR UPPER LEVEL AREA TOWARD FAR EXTERIOR SPACE TOTAL DECK AREA TOTAL ALLOWABLE DECK AREA DECK AREA TOWARD FAR TOTAL FAR 1,675.42 SF 46.31 SF 2,557.40 SF 30.33 SF 339.68 SF 91.94 SF 5,481.08 SF 5,481.08 SF 106.42 SF 5,465.88 SF 279.52 SF 91.94 SF 5,094.42 SF 420.93 SF 11,137.5 SF 0 SF 10,605.83 SF CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.4/20/2017 4:50:52 PMA0.2 1511 EXISTING FLOOR AREA CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 1/8" = 1'-0" 1 CHURCH UPPER LEVEL- EXISTING FAR 1/8" = 1'-0" 2 CHURCH MAIN LEVEL - EXISTING FAR 1/8" = 1'-0" 3 CHURCH BASEMENT LEVEL - EXISTING FAR ISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 PERMIT RESUB. 04/17/17 City of Aspen Received 6/19/17 Building Department UP UP UP UP UP UP DESCRIPTION ZONING EXISTING DEVELOPMENT PROPOSED DEVELOPMENT NET LOT AREA GROSS LOT AREA 2.75:1 ALLOWABLE CIVIC FLOOR AREA ALLOWABLE EXEMPT DECK ZONING SCHEDULE NOTES CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY) ESSENTIAL PUBLIC FACILITY ESSENTIAL PUBLIC FACILITY 27,000 SF 27,000 SF 74,250 SF 11,137.5 SF (15% OF 74,250) FAR LEGEND____________________________________ __ FLOOR AREA EXEMPT DECKS ABOVE 30" EXISTING BUILDING FUTURE CONSTRUCTION 203.53 CRAWL SPACE 62.12 EXISTING STAIR263.74 CRAWL SPACE 629.63 CRAWL SPACE 182.83 MECHANICAL ROOM 115.99 CRAWL SPACE 345.28 CRAWL SPACE A0.10 12 A0.10 6 A0.10 10 A0.108 A0.10 11 A0.10 7 A0.10 9 30.75 STAIR AREA 146.22 DECK AREA 842.25 EPF FLOOR AREA 60.52 DECK AREA 199.54 EPF FLOOR AREA 297.46 EPF FLOOR AREA 46.34 STAIR AREA 116.57 EPF FLOOR AREA 68.39 EPF FLOOR AREA 116.17 EPF FLOOR AREA 27.72 STAIR AREA 736.77 UPPER LEVEL FLOOR AREA 614.17 UPPER LEVEL AHU FLOOR AREA 60.04 EXEMPT STAIR AREA 30.63 EXEMPT STAIR AREA RECTORY & GARAGE& CHURCH FAR SUMMARY RECTORY BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.10 FOR CALCULATIONS) RECTORY MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL MAIN LEVEL AREA TOWARD FAR RECTORY UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS UPPER LEVEL AREA TOWARD FAR GARAGE BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (3.6%XBASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.10 FOR CALCULATIONS) GARAGE MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL MAIN LEVEL AREA TOWARD FAR GARAGE UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS UPPER LEVEL AREA TOWARD FAR CHURCH BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.10 FOR CALCULATIONS) CHURCH MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL MAIN LEVEL AREA TOWARD FAR CHURCH UPPER LEVEL CRY ROOM AREA TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS DEDUCTIONS FOR ELEVATOR UPPER LEVEL AREA TOWARD FAR EXTERIOR SPACE TOTAL DECK AREA ALLOWED DECK AREA DECK AREA TOWARD FAR TOTAL EPF FAR 1,803.12 SF 0 SF 464.77 SF 0 SF 104.81 SF 0 SF 1,745.19 SF 1,745.19 SF 767.40 SF 30.63 SF 736.77 SF 1,046.11 SF 38.16 SF 1,043.58 SF 37.66 SF 76.36 SF 62.01 SF 1,173.05 SF 1,173.05 SF 1,077.21 SF 67.53 SF 1,009.68 SF 1,675.42 SF 46.31 SF 2,557.40 SF 30.33 SF 339.68 SF 91.94 SF 5,481.08 SF 5,481.08 SF 106.42 SF 5,465.88 SF 279.52 SF 91.94 SF 5,094.42 SF 741.09 SF 11,137.50 SF 0 SF 15,308.18 SF 1046.11 BASEMENT AREA 62.26 EXISTING ELEVATOR 64.93 EXISTING STAIR A0.10 2 A0.10 3 A0.104 A0.10 1 5 76.36 EXISTING STAIR1034.68 EXISTING GARAGE SPACE 62.01 EXISTING ELEVATOR 1009.68 EXISTING EMPLOYEE HOUSING 67.53 EXEMPT EXISTING STAIR 161.42 DECK AREA AFFORDABLE HOUSING FAR SUMMARY (LOCATED IN RECTORY) UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS UPPER LEVEL AREA TOWARD FAR TOTAL AHU FAR 674.21 SF 60.04 SF 614.17 SF 614.17 SF CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.6/13/2017 9:23:10 AMA0.3 1511 EXISTING FLOOR AREA CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 PERMIT RESUB. 04/17/17 ZONING RESUB. 06/12/17 1/8" = 1'-0"4 RECTORY- BASEMENT LEVEL EXISTING FAR 1/8" = 1'-0" 5 RECTORY- MAIN LEVEL EXISTING FAR 1/8" = 1'-0"6 RECTORY- UPPER LEVEL EXISTING FAR 1/8" = 1'-0"1 EMPLOYEE HOUSING BASEMENT LEVEL - EXISTING FAR 1/8" = 1'-0" 2 EMPLOYEE HOUSING MAIN LEVEL - EXISTING FAR 1/8" = 1'-0" 3 EMPLOYEE HOUSING UPPER LEVEL- EXISTING FAR AHU FAR SUMMARY (EXISTING) City of Aspen Received 6/19/17 Building Department DESCRIPTION ZONING EXISTING DEVELOPMENT PROPOSED DEVELOPMENT NET LOT AREA GROSS LOT AREA 2.75:1 ALLOWABLE CIVIC FLOOR AREA ALLOWABLE EXEMPT DECK ZONING SCHEDULE NOTES CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY) ESSENTIAL PUBLIC FACILITY ESSENTIAL PUBLIC FACILITY 27,000 SF 27,000 SF 74,250 SF 11,137.5 SF (15% OF 74,250) RECTORY & GARAGE& CHURCH FAR SUMMARY RECTORY BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.10 FOR CALCULATIONS) RECTORY MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL MAIN LEVEL AREA TOWARD FAR RECTORY UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS UPPER LEVEL AREA TOWARD FAR GARAGE BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (3.6%XBASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.10 FOR CALCULATIONS) GARAGE MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL MAIN LEVEL AREA TOWARD FAR GARAGE UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS UPPER LEVEL AREA TOWARD FAR CHURCH BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.10 FOR CALCULATIONS) CHURCH MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL MAIN LEVEL AREA TOWARD FAR CHURCH UPPER LEVEL CRY ROOM AREA TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS DEDUCTIONS FOR ELEVATOR UPPER LEVEL AREA TOWARD FAR EXTERIOR SPACE TOTAL DECK AREA ALLOWED DECK AREA DECK AREA TOWARD FAR TOTAL EPF FAR 1,803.12 SF 0 SF 464.77 SF 0 SF 104.81 SF 0 SF 1,745.19 SF 1,745.19 SF 767.40 SF 30.63 SF 736.77 SF 1,046.11 SF 38.16 SF 1,043.58 SF 37.66 SF 76.36 SF 62.01 SF 1,173.05 SF 1,173.05 SF 1,077.21 SF 67.53 SF 1,009.68 SF 1,675.42 SF 46.31 SF 2,557.40 SF 30.33 SF 339.68 SF 91.94 SF 5,481.08 SF 5,481.08 SF 106.42 SF 5,465.88 SF 279.52 SF 91.94 SF 5,094.42 SF 741.09 SF 11,137.50 SF 0 SF 15,308.18 SF TOTAL SITE GSF (WITHOUT DEDUCTIONS) EXISTING ESSENTIAL PUBLIC FACILITY GSF EXISTING AFFORDABLE HOUSING GSF TOTAL GSF 21,354.22 SF 674.21 SF 22,028.43 SF SITE FAR SUMMARY EXISTING ESSENTIAL PUBLIC FACILITY FAR EXISTING AFFORDABLE HOUSING FAR TOTAL FAR TOTAL ALLOWABLE FLOOR AREA 15,308.18 SF 614.17 SF 15,922.35 SF 74,250.00 SF TOTAL SITE GSF (WITHOUT DEDUCTIONS) SITE FAR SUMMARY AFFORDABLE HOUSING FAR SUMMARY (LOCATED IN RECTORY) UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIRS UPPER LEVEL AREA TOWARD FAR TOTAL AHU FAR 674.21 SF 60.04 SF 614.17 SF 614.17 SF BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (1.83% X BASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.9 FOR CALCULATIONS) MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL AREA MAIN LEVEL AREA TOWARD FAR UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIR DEDUCTIONS FOR ELEVATOR UPPER LEVEL AREA TOWARD FAR CHOIR LOFT LEVEL TOTAL CHOIR LOFT LEVEL AREA DEDUCTIONS FOR STAIR CHOIR LOFT LEVEL AREA TOWARD FAR EXTERIOR SPACE TOTAL DECK AREA TOTAL ALLOWABLE DECK AREA DECK AREA TOWARD FAR TOTAL FAR 1,675.42 SF 46.89 SF 2,557.40 SF 30.66 SF 303 SF 91.94 SF 5,481.08 SF 5,481.08 SF 5,465.88 SF 257.04 SF 91.94 SF 5,116.92 SF 406.47 SF 49.91 SF 356.56 420.93 SF 1,137.5 SF 0 SF 10,985.22 SF TOTAL SITE GSF (WITHOUT DEDUCTIONS) PROPOSED CHURCH GSF EXISTING ESSENTIAL PUBLIC FACILITY GSF EXISTING AFFORDABLE HOUSING GSF TOTAL GSF 13,449.13 SF 8,310.96 SF 674.21 SF 22,434.30 SF SITE FAR SUMMARY PROPOSED CHURCH FAR EXISTING ESSENTIAL PUBLIC FACILITY FAR (RECTORY & HOUSING BUILDING) EXISTING AFFORDABLE HOUSING FAR TOTAL FAR TOTAL ALLOWABLE FLOOR AREA 10,985.79 SF 4,702.35 SF 614.17 SF 16,302.31 SF 74,250.00 SF TOTAL SITE GSF (WITHOUT DEDUCTIONS) SITE FAR SUMMARY CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.6/13/2017 9:23:11 AMA0.4 1511 EXISTING FLOOR AREA SUMMARYST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 PERMIT RESUB. 04/17/17 ZONING RESUB. 06/12/17 ESSENTIAL PUBLIC FACILITY FAR SUMMARY (EXISTING)OVERALL SITE SUMMARY AHU FAR SUMMARY (EXISTING) CHURCH FAR SUMMARY (PROPOSED) NOTE: IN PROPOSED INTERIOR REMODEL AFFORDABLE HOUSING, RECTORY, AND GARAGEE REMAIN AS IS. THEREFORE THE EXISTING FAR CALCULATIONS FOR THOSE BUILDINGS REMAINS THE SAME. City of Aspen Received 6/19/17 Building Department DN UP 5116.92 PROPOSED SANCTUARY LEVEL 91.94 EXEMPT EXIST. ELEVATOR 127.53 EXEMPT EXISTING STAIR 129.49 EXEMPT EXISTING STAIR 151.60 EXISTING STAIR 151.40 EXISTING STAIR 91.94 EXISTING ELEVATOR 183.48 COVERED DECK AREA 5084.26 PROPOSED CHURCH - MAIN LEVEL 189.45 COVERED DECK A0.11 1 A0.112 A0.11 3 A0.11 5 FAR LEGEND____________________________________ __ FLOOR AREA EXEMPT DECKS ABOVE 30" EXISTING BUILDING FUTURE CONSTRUCTION DESCRIPTION ZONING EXISTING DEVELOPMENT PROPOSED DEVELOPMENT NET LOT AREA GROSS LOT AREA 2.75:1 ALLOWABLE CIVIC FLOOR AREA ALLOWABLE EXEMPT DECK ZONING SCHEDULE NOTES CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY) ESSENTIAL PUBLIC FACILITY ESSENTIAL PUBLIC FACILITY 27,000 SF 27,000 SF 74,250 SF 11,137.5 SF (15% OF 74,250) BASEMENT LEVEL TOTAL BASEMENT FLOOR AREA TOTAL SUBGRADE EXPOSED WALL AREA TOTAL SUBGRADE WALL AREA CONTRIBUTION TOWARDS FAR (1.83% X BASEMENT AREA) BASEMENT LEVEL AREA TOWARD FAR (REF. A0.9 FOR CALCULATIONS) MAIN LEVEL STAIR AREA ELEVATOR AREA TOTAL MAIN LEVEL AREA MAIN LEVEL AREA TOWARD FAR UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR STAIR DEDUCTIONS FOR ELEVATOR UPPER LEVEL AREA TOWARD FAR CHOIR LOFT LEVEL TOTAL CHOIR LOFT LEVEL AREA DEDUCTIONS FOR STAIR CHOIR LOFT LEVEL AREA TOWARD FAR EXTERIOR SPACE TOTAL DECK AREA TOTAL ALLOWABLE DECK AREA DECK AREA TOWARD FAR TOTAL FAR 1,675.42 SF 46.89 SF 2,557.40 SF 30.66 SF 303 SF 91.94 SF 5,481.08 SF 5,481.08 SF 5,465.88 SF 257.04 SF 91.94 SF 5,116.92 SF 406.47 SF 49.91 SF 356.56 420.93 SF 1,137.5 SF 0 SF 10,985.22 SF STORAGE STORAGE BOILER ROOM CRAWL SPACE CRAWL SPACE CRAWL SPACE 93.56 EXISTING ELEVATOR 1583.90 EXEMPT EXISTING BASEMENT AREA A0.9 2 A0.9 3 A0.9 4 A0.95A0.9 6 A0.9 8 A0.9 9 48.00 DECK AREA A0.97 A0.910 A0.9 11 A0.9 13 A0.9 1 356.56 CHOIR LOFTPERMANENT ORGAN BENCH 10" DEEP KNEELERS 49.91 EXEMPT STAIR AREA CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.4/20/2017 4:51:00 PMA0.5 1511 PROPOSED FLOOR AREA CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 PERMIT RESUB. 04/17/17 1/8" = 1'-0" 3 CHURCH UPPER LEVEL - PROPOSED FAR 1/8" = 1'-0" 2 CHURCH MAIN LEVEL - PROPOSED FAR 1/8" = 1'-0" 1 BASEMENT LEVEL 1/8" = 1'-0" 4 CHOIR LOFT - PROPOSED FAR City of Aspen Received 6/19/17 Building Department DESCRIPTION ZONING EXISTING DEVELOPMENT PROPOSED DEVELOPMENT NET LOT AREA GROSS LOT AREA 2.75:1 ALLOWABLE CIVIC FLOOR AREA ALLOWABLE EXEMPT DECK ZONING SCHEDULE NOTES CC COMMERCIAL CORE CIVIC CIVIC 27,000 SF 27,000 SF 74,250 SF 11,137.5 SF (15% OF 74,250) TOTAL SITE GSF (WITHOUT DEDUCTIONS) EXISTING CHURCH GSF EXISTING RECTORY GSF EXISTING EMPLOYEE HOUSING GSF TOTAL GSF 13,498.52 SF 4,304.08 SF 3,748.37 SF 21,550.97 SF SITE FAR SUMMARY PROPOSED CHURCH FAR EXISTING RECTORY FAR EXISTING EMPLOYEE HOUSING FAR TOTAL FAR TOTAL ALLOWABLE FLOOR AREA 10,852.15 SF 3,131.83 SF 2,251.97 SF 16,235.91 SF 74,250.00 SF TOTAL SITE GSF (WITHOUT DEDUCTIONS) SITE FAR SUMMARY BASEMENT LEVEL TOTAL BASEMENT LEVEL DEDUCTION FOR SUBGRADE AREA BASEMENT LEVEL AREA TOWARD FAR MAIN LEVEL TOTAL MAIN LEVEL DEDUCTIONS MAIN LEVEL AREA TOWARD FAR SANCTUARY LEVEL TOTAL SANCTUARY LEVEL DEDUCTIONS SANCTUARY LEVEL AREA TOWARD FAR CHOIR LOFT LEVEL TOTAL CHOIR LOFT LEVEL DEDUCTIONS CHOIR LOFT LEVEL AREA TOWARD FAR EXTERIOR SPACE TOTAL DECKS AND LOGGIA DEDUCTIONS EXTERIOR SPACE TOWARD FAR TOTAL FAR 1,723.47 SF 1,723.47 SF 0 SF 5,970.85 SF 357.02 SF 5,613.83 SF 5,611.01 SF 372.69 SF 5,238.32 SF 131.68 SF 0 SF 131.68 173.2 SF 173.2 SF 0 SF 10,983.83 SF CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:04:16 AMA0.6 1511 FLOOR AREA SUMMARYST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 100% CD 02/15/17 CHURCH FAR SUMMARY (PROPOSED) CHURCH ACTUAL DECKS / LOGGIA LEVEL NAME FLOOR AREA COMMENTS T.O. FF MAIN LEVEL COVERED DECK AREA 173.20 SF COVERED DECK FAR DEDUCTIONS TOTAL 173.20 SF CHURCH PROPOSED FAR DEDUCTIONS LEVEL NAME FLOOR AREA COMMENTS BASEMENT LEVEL EXEMPT EXISTING BASEMENT AREA 1622.25 SF BASEMENT LEVEL EXEMPT EXISTING ELEVATOR 103.22 SF T.O. FF MAIN LEVEL EXEMPT EXISTING EXTERIOR AREA 183.03 SF STREET-FACING EXTERIOR AREA T.O. FF SANCTUARY LEVEL EXEMPT EXIST. ELEVATOR 93.50 SF EXEMPT CIRCULATION T.O. FF SANCTUARY LEVEL EXEMPT EXISTING STAIR 130.77 SF EXEMPT CIRCULATION T.O. FF SANCTUARY LEVEL EXEMPT EXISTING STAIR 143.35 SF EXEMPT CIRCULATION FAR DEDUCTIONS TOTAL 2276.11 SF CHURCH PROPOSED FAR LEVEL NAME FLOOR AREA COMMENTS T.O. FF MAIN LEVEL EXISTING ELEVATOR 93.50 SF CIRCULATION T.O. FF MAIN LEVEL EXISTING STAIR 160.03 SF CIRCULATION T.O. FF MAIN LEVEL EXISTING STAIR 159.77 SF CIRCULATION T.O. FF MAIN LEVEL PROPOSED CHURCH - MAIN LEVEL 5198.15 SF T.O. FF SANCTUARY LEVEL PROPOSED SANCTUARY LEVEL 5244.73 SF PROPOSED CHOIR LOFT CHOIR LOFT 131.68 SF FAR TOTALS 10987.86 SF City of Aspen Received 6/19/17 Building Department T.O. FF EXISTING MECHANICAL BASEMENT 89'-6"9'-5 7/8"9'-0 7/8" 86.08 SF 45 24'-5" 231.70 SF 12'-5 5/16" 118.10 SF9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 4 103.59 SF 10'-11"9'-5 7/8"28'-5 1/2" 270.06 SF 9'-5 7/8"49'-11 11/16"5 1/8"1 1/8"462.53 SF 11.70 SF 9'-0 3/4"9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 0.17 SF 27.51 SF 9'-5 7/8"9'-4 13/16"1 1/16"2'-11" FAR TABULATION UNEXPOSED WALL AREA EXPOSED WALL AREA 5 199.40 SF 4.57 SF 21'-6 1/4"9'-5 7/8"5 3/4"9'-0 1/8"BASEMENT LEVEL 88'-0" 6 7 8 8.99 SF 301.44 SF 10'-3 3/4"7 5/8"28'-4 1/4" BASEMENT LEVEL 88'-0" 229.70 SF 16.74 SF 10'-0"11 3/8"22'-6 1/8"10'-3 3/16"8 3/16"BASEMENT LEVEL 88'-0" 678 4.14 SF 306.29 SF10 3/4"10'-0 5/8"10'-11 3/8"9'-4 1/16"15'-2 3/16" 3'-9 3/4" BASEMENT LEVEL 88'-0" 174.69 SF 10'-11 3/8"15'-11 7/16" T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 37.92 SF 9'-5 7/8"3'-11 15/16" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.4/20/2017 4:51:04 PMA0.8 1511 EXISTING SUBGRADE WALL CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT RESUB. 04/17/17 2 WALL 43WALL 54WALL 6 5 WALL 76WALL 8 8 WALL 109WALL 11 TOTAL EXPOSED SUBGRADE WALL AREA TOTAL SUBGRADE WALL AREA EXPOSED SUBGRADE WALL AREA = 46.31 SF/2,557.40 SF = 1.81% OF TOTAL SUBGRADE WALL AREA BASEMENT FLOOR AREA = 1,675.42 SF THEREFORE, TOTAL BASEMENT LEVEL FAR = 1.81% X 1,675.42 SF = ______________________________________________________________________ BASEMENT LEVEL FAR = 30.33 SF 7 WALL 9 10 WALL 12 11 WALL 1312WALL 1413WALL 15 1/4" = 1'-0" 1 EXPOSED WINDOW WELL 46.31 SF 2,557.40 SF City of Aspen Received 6/19/17 Building Department 9'-0 7/8" 86.08 SF 9'-5 7/8"45 24'-5" 231.70 SF 12'-5 5/16" 118.10 SF9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 4 103.59 SF 10'-11"9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 28'-5 1/2"9'-5 7/8"270.06 SF 49'-11 11/16"5 1/8"1 1/8"462.53 SF 11.70 SF 9'-0 3/4"9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 0.17 SF 27.51 SF 9'-5 7/8"9'-4 13/16"1 1/16"2'-11" FAR TABULATION UNEXPOSED WALL AREA EXPOSED WALL AREA 5 199.06 SF 5.15 SF - MOST RESTRICTIVE 5 1/8"9'-0 3/4"21'-6 1/4"9'-5 7/8"EXIST. EXPOSED GRADE - LESS RESTRICTIVE BASEMENT LEVEL 88'-0" 6 7 8 8.99 SF - MOST RESTRICTIVE 301.44 SF 10'-11 3/8"28'-4 1/4" BASEMENT LEVEL 88'-0" 16.74 SF- MOST RESTRICTIVE 10'-3 3/16"8 3/16"229.70 SF 22'-6 1/8" BASEMENT LEVEL 88'-0" 678 4.14 SF- MOST RESTRICTIVE 307.43 SF 9'-4 1/16"15'-2 3/16" 3'-9 3/4"10 3/4"10'-0 5/8"BASEMENT LEVEL 88'-0" 174.69 SF 10'-11 3/8"15'-11 7/16" T.O. FF EXISTING MECHANICAL BASEMENT 89'-6" 37.92 SF 9'-5 7/8"3'-11 15/16" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.4/20/2017 4:51:08 PMA0.9 1511 PROPOSED SUBGRADE WALL CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT RESUB. 04/17/17 2 PROPOSED WALL 43PROPOSED WALL 54PROPOSED WALL 6 5 PROPOSED WALL 7 6 PROPOSED WALL 88PROPOSED WALL 10 9 PROPOSED WALL 11 TOTAL EXPOSED SUBGRADE WALL AREA TOTAL SUBGRADE WALL AREA EXPOSED SUBGRADE WALL AREA = 46.89 SF/2,557.40 SF = 1.83% OF TOTAL SUBGRADE WALL AREA BASEMENT FLOOR AREA = 1,675.42 SF THEREFORE, TOTAL BASEMENT LEVEL FAR = 1.83% X 1,675.42 SF = ______________________________________________________________________ PROPOSED BASEMENT LEVEL FAR = 30.66 SF 7 PROPOSED WALL 9 10 PROPOSED WALL 1211PROPOSED WALL 13 12 PROPOSED WALL 1413PROPOSED WALL 15 46.89 SF 2,557.40 SF 1/4" = 1'-0" 1 EXPOSED WINDOW WELL PROPOSEDCity of Aspen Received 6/19/17 Building Department EMPLOYEE HOUSING - BASEMENT 87'-8 1/4"7'-9 1/8"38'-9 7/8" 301.28 SF B.O. STRUCTURE 95'-5 3/4" EMPLOYEE HOUSING - BASEMENT 87'-8 1/4" 201.42 SF 7'-9 1/8"14'-11 7/16" 4'-11" 11'-0" 38.16 SF WINDOW WELL EXPOSED WALL AREA. NOT CALCULATED AS PART OF BASEMENT LEVEL FAR. B.O. STRUCTURE 95'-5 3/4" EMPLOYEE HOUSING - BASEMENT 87'-8 1/4"7'-9 1/8"11'-9 1/16"27'-0 13/16" 301.28 SF B.O. STRUCTURE 95'-5 3/4" EMPLOYEE HOUSING - BASEMENT 87'-8 1/4"7'-9 1/8"29'-11 1/4" 232.37 SF B.O. STRUCTURE 95'-5 3/4" EMPLOYEE HOUSING - BASEMENT 87'-8 1/4" 11 3/16"7'-9 1/8"7.23 SF B.O. STRUCTURE 95'-5 3/4" FAR TABULATION UNEXPOSED WALL AREA EXPOSED WALL AREA B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 12'-11 1/2" 100.56 SF 7'-9 1/8"B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 29.77 SF 3'-10"7'-9 1/8"B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 14'-4 1/16"7'-9 1/8"111.26 SF B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 31.69 SF 7'-9 1/8"4'-1" B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 94.74 SF 12'-2 1/2"7'-9 1/8"B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 51.46 SF 6'-7"7'-9 1/8"B.O. STRUCTURE 95'-5 3/4" T.O. RECTORY BASEMENT 87'-8 1/4" 45.29 SF 7'-9 1/8"5'-10 1/16" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.6/13/2017 9:23:17 AMA0.10 1511 EXISTING SUBGRADE WALL CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT RESUB. 04/17/17 ZONING RESUB. 06/12/17 1/4" = 1'-0" 1 EXIST. EPF WALL 1 1/4" = 1'-0" 2 EXIST. EPF WALL 2 1/4" = 1'-0"3 EXIST EPF WALL 4 1/4" = 1'-0"4 EXIST. EPF WALL 5 1/4" = 1'-0" 5 EXIST. EPF WALL 3 ESSENTIAL PUBLIC FACILITY (HOUSING) CALCULATION TOTAL EXPOSED SUBGRADE WALL AREA TOTAL SUBGRADE WALL AREA EXPOSED SUBGRADE WALL AREA = 38.16 SF/1,043.58 SF = 3.6% OF TOTAL SUBGRADE WALL AREA BASEMENT FLOOR AREA = 1,046.11 SF THEREFORE, TOTAL BASEMENT LEVEL FAR = 3.6% X 1,046.11 SF = ______________________________________________________________________ BASEMENT LEVEL FAR = 37.66 SF 38.16 SF 1,043.58 SF EXIST. & PROPOSED GRADE EXIST. & PROPOSED GRADE EXIST. & PROPOSED GRADE ESSENTIAL PUBLIC FACILITY (RECTORY) CALCULATION TOTAL EXPOSED SUBGRADE WALL AREA TOTAL SUBGRADE WALL AREA EXPOSED SUBGRADE WALL AREA = 0 SF/464.77 SF = 0% OF TOTAL SUBGRADE WALL AREA BASEMENT FLOOR AREA = 1,803.12 SF THEREFORE, TOTAL BASEMENT LEVEL FAR = 0% X 1,803.12 SF = ______________________________________________________________________ BASEMENT LEVEL FAR = 0 SF 0 SF 464.77 SF 1/4" = 1'-0" 6 RECTORY WALL 1 EXIST. & PROPOSED GRADE 1/4" = 1'-0" 7 RECTORY WALL 2 1/4" = 1'-0" 8 RECTORY WALL 3 1/4" = 1'-0" 9 RECTORY WALL 4 1/4" = 1'-0" 10 RECTORY WALL 5 1/4" = 1'-0" 11 RECTORY WALL 6 1/4" = 1'-0"12 RECTORY WALL 7 EXIST. & PROPOSED GRADE EXIST. & PROPOSED GRADE EXIST. & PROPOSED GRADE EXIST. & PROPOSED GRADE City of Aspen Received 6/19/17 Building Department FUSIBLE DISCONNECT SOLID BRICK ENCLOSURE WALL PERFORATED BRICK ENCLOSURE WALL GRADE SLOPES EAST TO WEST 5'-7"17'-4"6'-0"5'-7"BRICK ENCLOSURE WALL GRADE SLOPES AWAY 10'-3" METERING CABINET FUSIBLE DISCONNECT BRICK ENCLOSURE WALL 10'-2"1'-0"6'-0"1'-6"A0.11 1 A0.112 A0.11 3 3 YD DUMPSTERXFMR METERING CABINET FUSIBLE DISCONNECT 9'-11"PERFORATED BRICK WALL A0.11 5 17'-4" 3'-0" 1'-0" 3'-0"3'-0"DUMPSTER TRANSFORMER METERING CABINET WITH FUSIBLE DISCONNECT BEYOND CMU WALL W/ BRICK EXTERIOR FACE PERFORATED BRICK WALL 5'-7"6'-0"1'-6"CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.6/16/2017 4:57:32 PMA0.11 1511 ENCLOSURE ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT RESUB. 04/17/17 PERMIT RESUB. 2 06/12/17 1/2" = 1'-0"1 ENCLOSURE NORTH 1/2" = 1'-0"2 ENCLOSURE EAST 1/2" = 1'-0" 3 ENCLOSURE WEST 1/4" = 1'-0"4 ENLARGED ENCLOSURE PLAN 1/2" = 1'-0"5 ENCLOSURE SOUTH City of Aspen Received 6/19/17 Building Department Dan Cokley, P.E. 0029799 Project Engineer Vicinity Map St. Mary Catholic Church 533 Main Street Aspen, CO 81611 Parcel #273707331801 Sheet Index Owner / Applicant Revision#Date By Job #.File: TS-01 Cover Sheet GN-01 Legend, Notes, and Abbreviations EX-01 Existing Conditions CDM-01 Demolition Plan CGE-01 Geometry Plan CRD-01 Hunter Street Sidewalk Plan & Profile CRD-02 Highway-82 Sidewalk Plan & Profile CEC-01 Erosion Control Plan CSW-01 Stormwater Management Plan CDT-01 City of Aspen Standard Details CDT-02 Project Details CDT-03 Curb Ramp Cross Sections CDT-04 Striping Plan Permit Resub. Set April 2017 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com St. Mary Catholic Church Aspen, CO Project Location Site Plan Scale: 1" = 40' Project Contacts: Project Engineer: Dan Cokley, 970-384-9009 Site Superintendent: Josh Miller, 970-261-5389 Safety Specialist: Stuart Dalpiaz, 970-640-7284 Traffic Control Supervisor: Dick Perkins, 970-216-8603 Erosion Control Supervisor: Josh Miller, 970-261-5389 City of Aspen Engineering: 970-920-5080 City of Aspen Electric: 970-920-5148 Gas: Black Hills Energy 970-927-0482 City of Aspen Water Department: 970-920-5110 Aspen Consolidated Sanitation District: 970-429-5415 Lot: A-I Saint Marys Catholic Church Subdivision: City and Townsite of Aspen Block: 93 City of Aspen Received 6/19/17 Building Department Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Legend Notes and Abbreviations 2016.195.001 DCS 8/11/2016 DCS Admin XX GN-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Additional Abbreviations Additional Line Types & Symbols City of Aspen Received 6/19/17 Building Department 15"4" 8" 11" 5" 5" 15" 13" 13" 17" 20" 20" 18" 6" 28" 26" 26" 30" 30"24"26"24"3"3"33"21" 8" 6" 18" 2" 2"2"4"4"3"4" 3" 24" Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = ##' 0 ##### Existing Conditions 2016.195.001 AMC 8/11/2016 DCS DemoPlan XX EX-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department 15"4"8"11"5"5"15"13"13"17"20"20"18"6"28"26"26"30"30"24"26"24"3"3"33"21"8"6"18"2"2"2"4"4"3"4"3"24"Job No.Drawn by:Date:OfFile:PE:QC:Revision#DateByGraphic ScaleIn Feet: 1" = 15'081530Demolition Plan2016.195.001AMC/DCS8/11/2016DCSDemoPlanXXCDM-0114St. Mary Catholic ChurchAspen, COForConstruction118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17Building Department Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = 20' 0 10 20 40 Geometry Plan 2016.195.001 AMC/DCS 8/11/2016 DCS GeometryPlan XX CGE-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department 15"13" 13"17" 24" Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = 5' 0 3 5 10 Hunter Street Sidewalk Plan & Profile 2016.195.001 DCS 8/11/2016 DCS PlanProfile XX CRD-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department 15" 13" 20" 20" 30" 30"24"26"24"3"3"33"21"24" Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = 10' 0 5 10 20 Highway-82 Sidewalk Plan & Profile 2016.195.001 DCS 8/11/2016 DCS PlanProfile XX CRD-02 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = 20' 0 10 20 40 Erosion Control Plan 2016.195.001 AMC/DCS 8/11/2016 DCS ErosionControlPlan XX CEC-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Stormwater Managment Plan 2016.195.001 DCS 8/11/2016 DCS Admin XX CSW-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By City of Aspen Standard Details 2016.195.001 DCS 8/11/2016 DCS Admin XX CDT-01 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Project Details 2016.195.001 DCS 8/11/2016 DCS Admin XX CDT-02 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department 13" 13" 3" 15" 4" 8" 17" Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = 5' 0 2 5 10 Curb Ramp Cross Sections 2016.195.001 DCS 8/11/2016 DCS PlanProfile XX CDT-03 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department 15"13" 13"17" 24" Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Graphic Scale In Feet: 1" = 5' 0 3 5 10 Striping Plan 2016.195.001 AMC/DCS 8/11/2016 DCS PlanProfile XX CDT-04 14 St. Mary Catholic Church Aspen, CO For Construction 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com City of Aspen Received 6/19/17 Building Department City of Aspen Received 6/19/17 Building Department City of Aspen Received 6/19/17Building Department XFRMTRASH EXIST. EMPLOYEE HOUSING EXISTING RECTORY EXISTING CANOPY ROOF TO REMAIN EXISTING TRASH AND TRANSFORMER TO REMAIN; EXISTING TRANSFORMER TO BE RESET ON PAD, REF. CIVIL. EXISTING LAWN EXISTING CURB CUT AND DRIVEWAY TO BE REGRADED PER CDOT AND ASPEN DEPARTMENT OF ENGINEERING; REF. CIVILEXISTING SIDEWALKS TO BE REPLACED ; REF. CIVIL EXISTING GARDEN TO REMAIN CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:04:27 AMA1.0E 1511 EXISTING SITE PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CONORTH ISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 1/8" = 1'-0"1 EXISTING SITE PLAN City of Aspen Received 6/19/17 Building Department XFRMTRASH EXISTING RECTORY RE-GRADED SIDEWALK PER ASPEN CITY ENGINEERING DEPARTMENT; REF. CIVIL EXISTING KITCHEN TO REMAINEXISTING TRASH AND TRANSFORMER TO REMAIN; EXIST. TRANSFORMER TO BE RESET ON PAD, REF. CIVIL. CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM KITCHEN WOMEN'S ROOM MEN'S ROOM RECEPTION/LOBBY OFFICES ENTRY MEETING ROOM EXISTING LAWN TO REMAIN NOTE: PER ASPEN ENGINEERING DEPARTMENT • HUNTER STREET SIDEWALK TO BE 6' WIDE • MAIN STREET SIDEWALK TO BE 5' WIDE • GALENA STREET SIDEWALK DOES NOT REQUIRE WORK PER ASPEN BUILDING DEPARTMENT • SNOW-MELTING LIKE-FOR-LIKE AREAS ACCEPTED • CITY WILL EXEMPT 4' WIDE STRIPS OF SNOW-MELTED SIDEWALKS FOR ACCESSIBLE ROUTES EXIST. EMPLOYEE HOUSING CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:04:22 AMA1.0 1511 PROPOSED SITE PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CONORTH ISSUE: DATE: 100% DD 10/11/16 DD ADDENDUM 1 11/14/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 1/8" = 1'-0" 1 PROPOSED SITE PLAN City of Aspen Received 6/19/17 Building Department 1 2 3 4 5 6 7 8 9 EXISTING EMPLOYEE HOUSING EXISTING RECTORY EXISTING DRIVEWAY (GRASS PAVERS) EXISTING TRANSFORMER LAWN ELEVATOR KITCHEN OFFICE OFFICEOFFICE APARTMENT APARTMENT RECEPTION VESTIBULE BATH BATH CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM EXISTING SNOWMELT (1,106.59 SF) CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:05:18 AMSM 1.0 1511 EXISTING SNOWMELT PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 1/8" = 1'-0"1 EXISTING SNOWMELT PLAN City of Aspen Received 6/19/17 Building Department UP UP UP EXISTING GARAGE EXISTING RECTORY EXISTING DRIVEWAY (GRASS PAVERS) PROPOSED NEW SNOWMELT (610 SF) NEW 5' WIDE NEW SIDEWALK ON MAIN STREET ALL LILACS REMAIN COTTONWOOD MAY BE RELOCATED PER CDOT PLANS NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK EXISTING SNOWMELTED ACCESSIBLE SIDEWALK TO REMAIN - (386 SF) REQUIRED FOR ACESIBILITY REQUIRED EXISTING SNOWMELT (487 SF) HUNTER STREET SIDEWALK REPLACED WITH NEW 6' SIDEWALK TO CODE EXISTING SNOW MELT TO BE ABANDONED (614 SF) ALL LILACS TO REMAIN NEW SNOWMELT (610 SF) PROPOSED REQUIRED SNOWMELT (243 SF) 4' WIDE SNOWMELTED PATHWAY (243 SF) REQUIRED FOR ACCESSIBILITY ABANDONED SNOWMELT (614 SF) SNOWMELT CALCULATIONS TOTAL EXISTING: 1,107 SF TOTAL ABANDONED: 614 SF PROPOSED (NOT REQUIRED): 610 SF PROPOSED (REQUIRED): 243 SF EXISTING TO REMAIN (REQUIRED):487 SF 3'-3 3/16" EXISTING SNOWMELT TO REMAIN (107 SF) REQUIRED CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.6/19/2017 12:06:56 PMSM 1.1 1511 PROPOSED SNOWMELT PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 PERMIT RESUB. 2 06/12/17 1/8" = 1'-0" 1 PROPOSED SNOWMELT PLAN City of Aspen Received 6/19/17 Building Department UPSTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEELEV EQUIP002ELEVLOBBY001REFER TO STRUCTURALDRAWINGS FOR AREASOF SELECTIVE DEMOLITIONCOORDINATE DEMOLITION AS REQUIREDFOR MECHANICAL DUCTWORK INSTALLATIONIN BASEMENT AREA, RE: MECH DWGS.REMOVE PORTION OF EXISTING WALLFOR MECH DUCT, RE: MECH DWGS.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:46 AMA2.1DEMOLITIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1BASEMENT LEVEL DEMOLITION PLANISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department UPDN101102102102102102133134135133134103103103103103103103103103104104104104104104104104104104104105105105105106106106106136108108108109109109102107107107107107107103108110111111111111111111111137137113112114115115115115115115138139139139140141108108142135114114114105147CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:48 AMA2.2DEMOLITIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1MAIN LEVEL DEMOLITION PLANDEMOLITION KEYNOTES101 REMOVE WOOD DISPLAY CASE AND LIGHTING.102 REMOVE EXISTING WALL AS SHOWN DASHED. SALVAGE ALL WOOD BASE FOR REUSE.103 REMOVE EXISTING PLUMBING FIXTURES AND TOILET PARTITIONS, TYP.104 REMOVE AND SLAVAGE ALL EXISTING WOOD DOORS, FRAMES, TRIM, HARDWARE FOR RE-USE.105 REMOVE EXISTING CARPET THROUGHOUT THIS LEVEL.106 REMOVE EXISTING TILE.107 REMOVE OPERABLE FOLDING PARTITION AND TRACK. STRUCTURAL ELEMENTS TO REMAIN.108 REMOVE (E) MILLWORK.109 REMOVE (E) CEILING FANS IN THIS AREA. COORD. WITH OWNER FOR DISPOSAL OR SALVAGE.110 REMOVE (E) DRINKING FOUNTAIN.111 REMOVE (E) LIGHT FIXTURES.112 REMOVE (E) STAIRS, HANDRAILS, AND PARTIAL LANDING TO ACCOMODATE NEW STORAGE.113 NO DEMOLITION SCOPE IN KITCHEN AREA.114 STRIP, SAND, AND STAIN ALL(E) WOOD WINDOW ELEMENTS, TYP. AT ALL WINDOWS.115 MODIFY (E) DOOR AS REQUIRED TO ACCOMODATE NEW OPERABLE PARTITION.133 REMOVE FIRST CONCRETE RISER AND TREAD ONLY. COORDINATE WITH STIEPLAN DRAWINGS.134 (E) MASONRY COLUMNS AND ADJACENT STONEWORK TO REMAIN.135 REMOVE (E) METAL HANDRAILS. GUARDRAIL TO REMAIN.136 REMOVE (E) MOP SINK.137 REPLACE (E) FIXTURE WITH NEW LIGHT FIXTURE, RE: ELEC.138 (E) ROLL DOWN GRILLE TO REMAIN.139 (E) DOOR AND WOOD TRIM TO REMAIN, TYP.140 SELECTIVELY DEMO FLOOR STRUCTURE IN THIS AREA TO ALLOW ADEQUATE CLEARANCE TO INSTALL CONCRETEFOOTINGS. REPLACE WITH LIKE CONSTRUCTION. COORD WITH STRUC DWGS.141 (E) COVERED STAIR ENCLOSURE TO REMAIN.142 REMOVE EXISTING DOME SHAPED CEILING IN ENTRY AREA IN COORDINATION WITH NEW FLOOR STRUCTURE ABOVE.147 REMOVE EXISTING CARPET IN ELEVATOR CAB.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department 116117118118119119119119120121105123123122124124124124125126127129129130148148130108103108103108112108112112125123123128128128122144125128143145125131105131131131131131131131146146143143104104104104104CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:51 AMA2.3DEMOLITIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1SANCTUARY LEVEL DEMOLITION PLANDEMOLITION KEYNOTES103 REMOVE EXISTING PLUMBING FIXTURES AND TOILET PARTITIONS, TYP.104 REMOVE AND SLAVAGE ALL EXISTING WOOD DOORS, FRAMES, TRIM, HARDWARE FOR RE-USE.105 REMOVE EXISTING CARPET THROUGHOUT THIS LEVEL.108 REMOVE (E) MILLWORK.112 REMOVE (E) STAIRS, HANDRAILS, AND PARTIAL LANDING TO ACCOMODATE NEW STORAGE.116 REMOVE (E) ORGAN PLATFORM STRUCTURE AND STEPS.117 REMOVE AND SALVAGE (E) WOOD RAILING FOR MODIFICATION AND REINSTALLATION AT NEW LOFT.118 REMOVE PORTION OF (E) LOW WALL DOWN TO 42" AFF PER CODE. SALVAGE WOOD CAP FOR RE-USE.119 GC OPTION: REMOVE (E) PARTITION / OR / TEMPORARILY SUPPORT PARTITION UNTIL NEW SUPPORTING FLOORSTRUCTURE IS BUILT.120 (E) ORGAN TO BE REMOVED BY OWNER'S VENDOR. GC COORDINATE AS NECESSARY.121 ABANDON IN PLACE (E) IN-FLOOR HYDRONIC HEATING SYSTEM.122 REMOVE PORTION OF GYPCRETE SUBFLOOR AND IN-FLOOR HEATING SYSTEM, SHOWN SHADED, TO ACCOMODATE NEWRADIANT FLOOR OPTION AND INSULATION, RE: MECH PLANS. GC NOTE: ALL WORK ASSUMED TO BE PERFORMED FROMCHURCH FLOOR LEVEL. GC TO PROVIDE SEPARATE LINE ITEM ALLOWANCE IF WORK IS TO BE PERFORMED FROM MAINLEVEL AND REQUIRE CEILING SCOPE FOR DEMO AND PATCH WORK.123 REMOVE (E) SANCTUARY STEPS AND FLOOR FRAMING.124 GC MAY NEED TO TEMP. SHORE (E) SACRISTY PARTITIONS, DEPENDING ON WHETHER PARTIONS ARE SUPPORTED ONFLOOR OR PLATFORM.125 (E) LITURGICAL ELEMENTS TO BE REMOVED, MODIFIED, AND REPLACED BY GC. OWNER'S VENDOR TO REFINISH AFTERMODIFICATIONS.126 REMOVE (E) CEILING, CEILING FRAMING, LIGHTING FIXTURES, ETC. SALVAGE DECORATIVE LIGHT FIXTURES FOR RE-USEIN STAIR AREAS.127 (E) CEILING AND LIGHT FIXTURES TO REMAIN IN THIS AREA.128 (E) PEWS TO BE REMOVED, REPAIRED, AND REPLACED. REPAIR CRACKS AND PROVIDE NEW STAIN AND KNEELERS129 REMOVE UPPER PROTION OF (E) WALL TO ACCOMODATE NEW RAISED CHOIR LOFT ARCH.130 (E) WOOD BEADBOARD WAINSCOT TO BE SALVAGED, MODIFIED, REPAIRED AND REINSTALLED.131 (E) HISTORIC WINDOW TRIM TO BE PROTECTED, REPAIRED, TOUCHED UP, AND REFINSHED IN PLACE.143 REMOVE AND RECONSTRUCT SANCTUARY ARCH PER NEW ELEVATIONS.144 GC TO DISASSEMBLE AND RELOCATE TO OWNER'S ON SITE STORAGE AREA. ALSO TO REASSEMBLE REREDOS IN FINALLOCATION. OWNER'S VENDOR TO REFINISH AFTER MODIFICATIONS.145 REREDOS TO BE MODFIED BY GC PER DRAWINGS ON A9.2 & A9.3. OWNER'S VENDOR TO REFINISH AFTERMODIFICATIONS.146 REMOVE EXISTING WOOD WINDOW COVER AT HALF ROUND WINDOW AT STAIR LANDING. INSTALL NEW MATERIAL PERCONSTRUCTION PLANS.148 REMOVE EXISTING PLASTER WALL FINISH TO ACCOMODATE NEW PLYWOOD SHEAR WALL SUBSTRATE.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department DNUP1234567892A4.21A4.11A4.2STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEELEV EQUIP002ELEVLOBBY001REFER TO STRUCTURALDRAWINGS FOR NEW FOOTINGAND COLUMN LOCATIONS INTHIS AREAEL.= 88'-0"EL.= 89'-7 1/2"COORDINATE WALL PENETRATIONSWITH DUCTWORK, RE: MECHREFER TO ELECDWGS THIS AREACHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:52 AMA2.4PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED BASEMENT LEVELCONSTRUCTION PLANISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department DNC1234567892A4.2A8.341321A4.11A4.2ENTRY100MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105KITCHEN109WOMEN110HALLWAY111MEN116OFFICE113OFFICE114HALL115HALL117RECEPT118OFFICE119VEST.120120B120A117119114111B109A109B113A110111A116A8.38657100EABDMEETINGRM101OFFICE122122101A102A103A104A105A101B101C102C103C104C102B103B104B105BMEETINGRM107CONF RM112A6.11112105C106BMEETINGRM106106A107A113B107BSTOR121A3.61A3.71A3.51EL.= 100'-0"EL.= 100'-6"EL.= 100'-0"2022032172192382202182212222332'-1 7/16"12'-5"12'-5"12'-5"11'-11"13'-0"9'-3 3/4"5'-0"ALIGN4'-6 1/2"ALIGN10'-3 1/4"5'-2"3'-7"3'-8"4'-4"213ALIGN107C234234232244244BAAAAAAAAAABAAA2382372371'-8"8A9.16"4'-1 1/4"6"4'-1 1/4"6"6'-7 3/4"5'-7 1/2"EXIST3'-6 1/8" +/-EXIST3'-6 1/8" +/-DISPLAYREFDISPLAY4'-7 1/2"10 1/2"4'-10"24624611" 3'-7"1'-0"EQ3'-5"EQ4"AAA8.3171'-8"8"7'-2 3/8" +/-4"121LINE OF LOW CEILING ABOVEA9.1122602602602012011'-3"255255ALIGN3'-8"4"4"111WALL CONSTRUCTION TO CONFORM TOUL U309 RATED ASSEMBLY OR SIM TOPROVIDE 1 HR RATED ENCLOSURE.3WALL CONSTRUCTION TO CONFORM TOUL U309 RATED ASSEMBLY OR SIM TOPROVIDE 1 HR RATED ENCLOSURE.31A10.162'-6"4'-0"41. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANYDISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK.2. PROVIDE NEW INTERIOR PARTITIONS AS INDICATED ON PLANS RE: A10.1. TYPICAL PARTITIONCONSTRUCTION: 2X WD 16" O.C. W/ (1) LA. 5/8" TYPE-X GYP. BD. EA. SIDE WITH LEVEL 4 FINISH.3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TOSTRUCTURE ABOVE. PROVIDE 1” PLENUM-RATED GASKET BETWEEN ALL NEW AND EXISTINGPARTITION CONSTRUCTION AND NEW OR EXISTING DUCTWORK TO MINIMIZE VIBRATION, ANDMAINTAIN ACOUSTIC SEPARATION.4. IF FIRE-RESISTIVE RATED PROTECTION (GYP BD, SPRAY-ON, ETC.) IS MODIFIED ABOVE CEILINGSFOR OF NEW PARTITIONS, NEW CEILING FRAMING, OR NEW ATTCHMENTS SUCH AS HANGER RODS,GC SHALL PATCH AND REPLACE TO MAINTAIN UNIFORM THICKNESS AND APPLICATION.5. CONTRACTOR SHALL PATCH ANY PENETRATIONS IN EXISTING FIRE-RATED CONSTRUCTION TOMAINTAIN FIRE RATING.6. REPAIR WALLS AT ALL ABANDONED J-BOX LOCATIONS. BLANK COVERPLATES ARE NOTACCEPTABLE.7. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS,WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION.8. CONTRACTOR TO PATCH ALL SURFACES AT AREAS OF DEMOLITION THAT ARE TO RECEIVE NEWFINISHES.9. PATCH AREAS OF DAMAGE FOLLOWING REMOVAL OF WALL BASE. PREPARE WALL SMOOTH TORECEIVE NEW BASE.10. ALL PERIMETER DIMENSIONS ARE FROM FACE OF FINISHED WALL, UNLESS NOTED OTHERWISE.11. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTEDOTHERWISE.12. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY DIMENSIONS AND VISUALLY INSPECT ALL ITEMSTO BE SALVAGED OR REUSED, INCL DOORS, FRAMES, TRIM, HARDWARE, ETC.13. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATIONIN 10'-0”.14. AT REMODEL AREAS, PATCH EXISTING ABNORMALITIES IN FLOOR AND PREPARE FLOOR FLAT TORECEIVE NEW FINISHES. FLOOR FLATNESS MUST MEET MANUFACTURER'S REQUIREMENTS FOREACH FLOOR FINISH MATERIAL.15. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW ANDEXISTING WALLS.16. NEW PAINT ON ALL WALLS WITHIN AREA OF WORK (EXCEPT KITCHEN). 1 COAT PRIMER, 2 COATS OFFINISH COLOR. REFER TO FINISH PLANS.CONSTRUCTION GENERAL NOTESALTERNATE A - DECORATIVE PAINTINGA1: CEILING MURALSREFER TO CEILING PLANS AND INTERIOR ELEVATIONS.A) GC SCOPE - ADD ALTERNATE: AT (12) LOWER COFFERPANELS PROVIDE SCAFFOLDING FOR MURAL INSTALLATION BYDECORATIVE ARTS VENDOR. BASE BID SHALL INCLUDE PRIME AND BASECOAT OF PAINT ON ALL SURFACES.B) OWNER VENDOR SCOPE - PAINTED MURALS ON (12) LOWERCOFFER AREAS OF NAVE CEILING, AS NOTED ON DRAWINGS. MURALS TOBE EXECUTED IN STUDIO, INSTALLED AS CANVAS APPLIED TO GYP BDSURFACES ON SITE.A2: BEAMS AND CEILING DECORATIVE PAINT.PREFER TO CEILING PLANS AND INTERIOR ELEVATIONSA) GC SCOPE - ADDALTERNATE: PROVIDE SCAFFOLDING FORDECORATIVE PAINT WORK BY DECORATIVE ARTS VENDOR. BASE BIDSHALL INCLUDE PRIME AND BASE COAT OF PAINT ON ALL SURFACES.B) OWNER VENDOR SCOPE - FAUX WOOD FINISH ON CEILING BEAMS,STENCILING ON CEILING COFFER BORDERS AND CENTER MEDALLIONS,STENCIL ELEMENTS ON NAVE SIDE WALLS, AND PAINTING ON CURVEDFRIEZE BAND AT WALL CEILING TRANSITION.A3: OTHER DECORATIVE CEILINGS.REFER TO CEILING PLANS.A) GC SCOPE- ADD ALTERNATE: PROVIDE SCAFFOLDING IN AREASNOTED BELOW. PROVIDE SURFACE PREP (LEVEL 5 FINISH) TO RECEIVEDECORATIVE PAINT AT CEILING AREAS NOTED BELOW. ALL CEILINGTRIMWORK SHOWN ON DRAWINGS IS PART OF BASE BID: CROWNMOULDING, ETC.B) OWNER VENDOR SCOPE - PAINTED STENCIL/MURAL ON CEILINGSIN SACRISTY 208, NARTHEX 204, ENTRY 100, AND STAIR 201 & 203.ALTERNATE B - BELLSA) GC SCOPE - ADD ALTERNATE: REMOVE ONE BELFRY VENT, ANDHOIST AND SET BELLS AND FRAMES IN PLACE IN BELFRY AS SHOWN ONDRAWINGS. ALLOW FOR MISC. BLOCKING/FRAMING. PRIMARYSTRUCTURAL FRAMING WILL BE SAME WITH OR WITHOUT NEW BELLS.REINSTALL VENT AFTER INSTALLATION IS COMPLETE. PROVIDEELECTRICAL CONDUIT AND BOXES FOR NEW ELECTRONIC RINGERSYSTEM WITH CONTROLS IN (2) LOCATIONS: CHOIR LOFT AND SACRISTY.ROUTE POWER AND LOW VOLTAGE CABLE TO EACH BELL (SYSTEMPROVIDED BY OWNER).B) OWNER VENDOR SCOPE - PROVIDE TWO REFURBISHED BELLS WITHNEW WOOD AND STEEL FRAMES. PROVIDE ELECTRONIC BELL RINGERSYSTEM FOR THREE BELLS.ALTERNATE C - OFFICE AREA MILLWORKA) GC SCOPE - ADD ALTERNATE: PROVIDE AND INSTALL BOOKCASESIN PRIVATE OFFICES, AND DISPLAY CASES IN ENTRY AREA, PERLOCATIONS AND DESIGNS SHOWN ON DRAWINGS. INCLUDE COSTS FORSHOP DRAWINGS SUBMITTAL AND APPROVAL. COSTS FOR DISPLAY CASELIGHTING TO REMAIN AS PART OF BASE BID SCOPE.B) OWNER SCOPE - NONEALTERNATE D - OPERABLE PARTITIONSA) GC SCOPE - ADD ALTERNATE: PROVIDE AND INSTALL SPECIFIEDPARTITIONS, TRACK AND HARDWARE IN MEETING ROOMS 101-107 ASSHOWN ON DRAWINGS AND SPECIFICATIONS.B) OWNER'S SCOPE - NONEALTERNATE E - CARPET AT STAIRSA) GC SCOPE - ADD ALTERNATE: PROVIDE CUSTOM SPECIFIED ~ 48"WIDE CARPET RUNNER WITH 48" BRASS CARPET RODS ON STAIRS ANDLANDINGS. INSTALL NEW 3/4" OAK WOOD ON ALL TREADS FROM MAINLEVEL TO CHURCH LEVEL AND OAK VENEER PLYWOOD RISERS. STAINEXPOSED TREADS TO MATCH ADJACENT WOODWORK B) OWNER'S SCOPE - NONE.ALTERNATE F - EXISTING CHURCH DOORSA) GC SCOPE - ADD ALTERNATE: REUSE EXISTING DOORS REFURBISHAND REFINISH AND PROVIDE NEW HARDWARE. INSTALL HEADER ABOVEDOOR ACROSS ENTIRE NARTHEX ELEVATION. PROVIDE TRANSOMWINDOW ABOVE DOORS AND ADJACENT WINDOWS.B) OWNER'S SCOPE - NONEALTERNATE G - FINISHESA) GC SCOPE - PROVIDE SEPARATE PRICING FOR ALTERNATEFINISHES CPT-1A FOR CPT-1, CPT-2A FOR CPT-2, & CPT-6A FOR CPT-6 ASLISTED IN FINISH SCHEDULE. PROVIDE DEDUCT ALTERNATE FOR"STANDARD RED" TILE COLOR WHERE NOTED FOR TILES T-13 THRU T-28.B) OWNER'S SCOPE - NONE1CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:39 AMA2.5PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED MAIN LEVEL CONSTRUCTION PLANCONSTRUCTION KEYNOTES201 NEW SOLID STAINED WD DISPLAY CASE WITH WOOD SHELVES, ACCENT LIGHTING, RE: ELEC. REFER TOALTERNATE C.202 3CM GRANITE TRANSACTION TOP W. WOOD TRIM SURROUND AT OPENING. RE: ELEVS.203 3CM GRANITE COUNTER WITH 4" BACKSPLASH. STAINED WD BASE CABINETS W. RAISED PANEL DOORS.213 3CM GRANITE COUNTER TOP W. CUSTOM WOOD BASE CABIENTS AND UPPER CABINETS.217 DUAL-HEIGHT ADA DRINKING FOUNTAIN218 EXTEND (E) LANDING WITH 2X WD FRAMING AND PLYWOOD SUBSTRATE TO ALIGN WITH EDGE OF DOOR TRIM.MATCH EXISTING HEIGHT.219 P.LAM UPPER CABINETS, RE: ELEV.220 NEW OPERABLE PARTITION AND TOP TRACK, TYP OF (6). BASIS OF DESIGN: HUFCOR-642. UTILIZE (E) STRUCT.SUPPORTS ABOVE CEILING. REFER TO ALTERNATE D.221 (E) ROLL DOWN GRILLE AT KITCHEN TO REMAIN.222 INFILL STUD WALL. MATCH ADJACENT CONSTRUCTION AND WALL TEXTURE.232 NEW DRYWALL PILASTER.233 NEW GRANITE COFFEE COUNTER.234 RECONSTRUCT UPPER FLIGHT OF STAIR, RE: STRUC. REFER TO ALTERNATE E FOR FINISHES.237 STRIP, SAND & REFINISH (E) WDW FRAMES AND WDW SASHES, INSIDE AND OUT AND DOOR CASING/TRIM.REPLACE NON-HISTORIC HDWARE W. ACCURATE HDWARE, TYP.238 NEW STORM WDWS ON EXTERIOR OF ALL WINDOWS, BOTH LEVELS.241 NEW CONCRETE STEPS AND SIDEWALK. RE: SITEPLAN244 LAVATORY COUNTER (ST-2)246 (4) 18" DEEP WOOD SHELVES (PAINT GRADE)AT 16" O.C. VERTICALLY.255 WALL MOUNTED WOOD HANDRAIL.260 BUILT-IN BOOKCASE AND BASE CABINET. REFER TO ALTERNATE C.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/1711344City of Aspen Received 6/19/17Building Department UPC123456789A8.224312A4.21A4.11A4.2STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207(E) ROOF BELOW205EABDCONFESSIONALA8.313A8.39141516111012BCCAA204B204AA9.13A3.61A3.71A3.51EL.= 114'-0 1/2"EL.= 115'-2 1/2"EL.= 114'-0 1/2"CONFESSIONALEL.= 114'-0 1/2"202A2132152132142132152122502122082092092092042052062112112572082102103'-8" 1'-9"2'-7"4'-6"7 1/4"ALIGN208209239239236236238237237238234234240EL.= 112'-10 1/2"3'-9 1/4"25'-5 7/8"25'-5 7/8"4'-5"8'-4"8'-4"4'-5"EL.= 113'-4 1/2"EL.= 113'-4 1/2"2042'-4"1'-8"2'-4"4'-4"204204EL.= 112'-10 1/2"202B212ALIGNALIGN5A8.4257EQ.EXIST3'-0 3/4"5'-10"1'-2"3'-3"1'-2"2'-5 1/2"3'-4"4'-8"REFV.I.F.50'-11 3/4"A9.21A9.11021224921221211A7.102452452'-6"2'-6"2482484'-0"AAA237237237237237237251252252AAAA2.73254254254AVAVAV2582583A4.2ALTARSERVERVESTING209VESTING /SACRISTY208MATCH EXISTINGA7.10152592592366'-11 1/2"6'-11 1/2"212212T.O. (E) GYPCRETE1MATCH (E) GYPCRETE111333333331A10.16PROVIDE PORTABLERAMP TO ACCESSSACTUARY41. MILLWORKER TO PROVIDE SHOP DRAWINGS AND CONTROL SAMPLES SHOWING COMPLETE FINISH APPEARANCE FOR ALLSTANDARD AND CUSTOM FINISHES, AND OBTAIN APPROVAL PRIOR TO COMMENCING FABRICATION. FIELD VERIFY ALLCONDITIONS, AND DIMENSIONS, AFTER WALLS HAVE BEEN ERECTED.2. INTERIOR SURFACES OF PLAM CABINET TO BE WHITE MELAMINE; AT WOOD CABINETS BLACK MELAMINE. BACKER SHEET ISREQUIRED AT ALL CONCEALED SURFACES, UNO.3. PROVIDE AND COORDINATE SETTING OF BLOCKING AS REQUIRED FOR MOUNTING CLEATS, SHELF STANDARDS AND ALLWALL MOUNTED MILLWORK.4. REQUEST CLARIFICATION FROM ARCHITECT FOR BLOCKING LOCATIONS AT OWNER'S ARTWORK PER ELEVATIONS.5. PROVIDE CONCEALED CABINET HINGES AND CATCHES TO ACCOMMODATE EACH CABINET DOOR SIZE.6. ALL MDF SHALL BE 3/4" HIGH DENSITY, UNLESS NOTED OTHERWISE.7. ALL STANDARDS, BRACKETS AND ACCESSORIES TO BE KNAPE AND VOGT, HEAVY DUTY DOUBLE SLOT, WHITE FINISH.LOCATE STANDARDS AT STUDS WHERE POSSIBLE, OTHERWISE PROVIDE BLOCKING IN WALL.8. ALL CASEWORK DOORS AND DRAWERS TO HAVE 4" WIRE PULLS WITH DARK BRONZE FINISH, UNO.9. CASEWORK DESIGN TO BE FLUSH OVERLAY UNO.10. ALL DRAWERS SHALL BE ON FULL EXTENSION SLIDES, RATED FOR 100 LBS OR MORE.11. ALL SHELVES TO BE 3/4" HIGH DENSITY MDF WITH WHITE MELAMINE FINISH AND WHITE VINYL "T" EDGE ON K&V (#333 ZC)SUPPORTS UNLESS NOTED OTHERWISE ON PLAN.12. TYPICAL DRAWER CONSTRUCTION IS AS FOLLOWS: FACE- PLASTIC LAMINATE ON 3/4" MDF. SIDES, AND BACKS, ANDBOTTOMS- MELAMINE ON 1/2" MDF.13. THE QUIALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE SHALL APPLY AND BY REFERENCE ARE HEREBYMADE A PART OF THIS SPECIFICATION. ALL PLASTIC LAMINATE WORK SHALL BE AWI CUSTOM GRADE AS DEFINED IN THELATEST EDITION OF THE AWI STANDARDS. ALL WOOD OR VENEER WORK SHALL BE AWI PREMIUM GRADE AS DEFINED INTHE LASTEST EDITION OF THE AWI STANDARDS.14. MILLWORKER SHALL BE RESPONSIBLE FOR COORDINATING OPENINGS FOR ANY APPLIANCES WITH THE APPLIANCESUPPLIER.15. ALL EDGES OF RUNNING TRIM TO BE EASED TO 1/16" RADIUS.16. REFER TO MILLWORK DETAILS ON SHEET A802.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:43 AMA2.6PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1SANCTUARY LEVEL CONSTRUCTION PLANCONSTRUCTION KEYNOTES204 FRAME CHASE FOR HVAC DUCTWORK. PROVIDE CAST BRASS DECORATIVE RETURN GRILLE. RE: INT. ELEVS, AND MECH.205 CUSTOM MILLWORK CONFESSIONAL. RE: INTERIOR ELEVATIONS AND DETAILS.206 INFILL FLOOR CONSTRUCTION, RE: STRUC.208 NEW WD FRAMED STEPS, RE: DETAIL. REFER TO HVAC PLANS FOR SUPPLY DUCTWORK BELOW SANCTUARY FLOOR.209 REMOVE, REPAIR, REINSTALL HISTORIC WD BEADBOARD WAINSCOT. CAP RAIL TO REMAIN. COORD. PEW ATTACHMENTTO WALLS.210 STAINED WD WINDOW FRAMES WITH DECORATIVE LEADED GLASS AND DECORATIVE STAINED WOOD TRIM.211 STAINED WD WALL CAP. MATCH EXISTING PROFILE IF UNABLE TO SALVAGE FROM EXISTING.212 LITURGICAL ELEMENTS BY OWNER.213 3CM GRANITE COUNTER TOP W. CUSTOM WOOD BASE CABIENTS AND UPPER CABINETS.214 8'-8" HIGH PREMIUM-GRADE WOOD CABINETS. RE: INTERIOR ELEVS.215 SINK, RE: PLUMB234 RECONSTRUCT UPPER FLIGHT OF STAIR, RE: STRUC. REFER TO ALTERNATE E FOR FINISHES.236 SANCTUARY PLATFORM: TILE FLOORING ON CEMENT BOARD, OVER T&G PLYWD SUBFLOOR, ON 2X JOISTS @ 12" OC. RE:STRUC DWGS. ** PROVIDE SEPARATE LINE ITEM PRICING FOR UNCOUPLING MATTE BELOW ALL FLOOR TILE LOCATIONS.**237 STRIP, SAND & REFINISH (E) WDW FRAMES AND WDW SASHES, INSIDE AND OUT AND DOOR CASING/TRIM. REPLACENON-HISTORIC HDWARE W. ACCURATE HDWARE, TYP.238 NEW STORM WDWS ON EXTERIOR OF ALL WINDOWS, BOTH LEVELS.239 REMOVE SACRISTY DOORS AND FRAMES. MODIFY R.O. TALLER TO ACCOMODATE HIGHER FLOOR LEVEL.240 PROVIDE AND INSTALL NEW 3/8" INTERIOR GLASS PANE FOR ENERGY EFFICIENCY AT ROUND WDW. STAINED WDREMOVEABLE STOP.245 INFILL EXISTING WINDOW ARCH AT STAIR LANDING WITH WOOD BEAD BOARD. MATCH EXISTING WAINSCOT MATERIAL.248 NEW PLYWOOD SUBFLOOR IN THIS AREA TO MATCH EXISTING DEPTH. ADD LEVELING COMPOUND AS REQUIRED TOACHIEVE LEVEL TRANSITION WITH NEW FINISHES IN AISLES. COORDINATE WITH DEMOLITION PLANS AND MECHANICALDRAWINGS FOR SCOPE IN THIS AREA.249 MODIFY EXISTING REREDOS AND HIGH ALTAR. RE: DETAILS. REPAINTING BY OWNER'S VENDOR.250 NEW ALTAR, RE: DETAILS. PAINTING BY OWNER'S VENDOR.251 EXISTING ENTRY CANOPY TO REMAIN.252 STAINED WOOD CASED OPENING254 PROVIDE APPROX 3/8" LEVELING COMPOUND UNDER PEW AREA TO ACHIEVE LEVEL TRANSITION WITH NEW TILE FINISHESIN AISLES. COORDINATE WITH FINISH PLANS.257 EXISTING SIDE ALTAR TO BE REMOVED AND PROTECTED DURING CONSTRUCTION BY GC. REFURBISHING SCOPE BY GCINCLUDES REMOVAL OF EXISTING TOP AND REPLACE WITH 1-1/4" PAINT GRADE WOOD. REPAINT ENTIRE BASE & SHELVESBY OWNER'S VENDOR. COLOR SCHEME IS TBD.258 REPAINT WINDOW TRIM (2 TOTAL) BY OWNER'S VENDOR.259 PROVIDE NEW SAND TEXTURE FINISH TO MATCH EXISTING ADJACENT WALLS.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17GENERAL CONSTRUCTION NOTESSEE SHEET A2.5MILLWORK GENERAL NOTES1134City of Aspen Received 6/19/17Building Department DNC891A4.11A4.2ORGANCHAMBER301OPEN TONAVE BELOWOPEN TOBELOWORGANEABDOPEN TOBELOWBALCONY303301225224223243CHOIRLOFT302STAIR3043A7.1126'-0"13'-0"13'-0"3'-4"4'-2 1/2"4'-2 1/2"1'-3"1'-3"4'-2 1/2"4'-2 1/2"3'-4"3'-4" 4'-2 1/2"1A7.114'-6"302OPEN TOBELOWAAAAA7.10925525610"C891A4.11A4.2BD230227227229228247253ALTERNATE BC78BDA8.44321NARTHEX204BCCAA204B204A2042062102103'-8" 1'-9"2'-7"4'-6"7 1/4"ALIGN4'-5"8'-4"8'-4"4'-5"204EL.= 112'-10 1/2"ALIGNALIGN2'-3"6'-1"6'-1"2'-3"EQ.EQ.EQ.EQ.EQEQ3"1'-0"5 1/2"2'-0"5 1/2"1'-0"3"EQEQA10.18A10.19A7.1110A8.318CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:58 AMA2.7PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED CHOIR LOFTCONSTRUCTION PLAN 3/16" = 1'-0"2PROPOSED BELFRY LEVELCONSTRUCTION PLANCONSTRUCTION KEYNOTES204 FRAME CHASE FOR HVAC DUCTWORK. PROVIDE CAST BRASS DECORATIVE RETURN GRILLE. RE: INT.ELEVS, AND MECH.206 INFILL FLOOR CONSTRUCTION, RE: STRUC.207 NEW CARVED WOOD ALTAR RAIL. RE: DETAIL.208 NEW WD FRAMED STEPS, RE: DETAIL. REFER TO HVAC PLANS FOR SUPPLY DUCTWORK BELOWSANCTUARY FLOOR.209 REMOVE, REPAIR, REINSTALL HISTORIC WD BEADBOARD WAINSCOT. CAP RAIL TO REMAIN. COORD.PEW ATTACHMENT TO WALLS.210 STAINED WD WINDOW FRAMES WITH DECORATIVE LEADED GLASS AND DECORATIVE STAINED WOODTRIM.211 STAINED WD WALL CAP. MATCH EXISTING PROFILE IF UNABLE TO SALVAGE FROM EXISTING.212 LITURGICAL ELEMENTS BY OWNER.213 3CM GRANITE COUNTER TOP W. CUSTOM WOOD BASE CABIENTS AND UPPER CABINETS.214 8'-8" HIGH PREMIUM-GRADE WOOD CABINETS. RE: INTERIOR ELEVS.215 SINK, RE: PLUMB223 STAINED WOOD RAILING. MATCH HISTORIC RAILING AT CHOIR LOFT.224 NEW STEEL LADDER TO BELFRY LEVEL ABOVE, PAINT.225 REUSE HISTORIC WOOD RAILING SALVAGED FROM EXISTING CHOIR LOFT.227 (2) REFURBISHED BELLS PURCHASED BY OWNER. GC TO COORD REQM'TS FOR HOISTING ANDPLACEMENT. REFER TO ALTERNATE B.228 CEILING ACCESS HATCH.229 3' X 3' ACCESS TO ATTIC.230 (E) BELL TO BE CLEANED AND REFURBISHED BY OWNER'S VENDOR. INCLUDE ELEC SCOPE FORNEW MECHANICAL RINGING SYSTEM.236 SANCTUARY PLATFORM: TILE FLOORING ON CEMENT BOARD, OVER T&G PLYWD SUBFLOOR, ON 2XJOISTS @ 12" OC. RE: STRUC DWGS. ** PROVIDE SEPARATE LINE ITEM PRICING FOR UNCOUPLINGMATTE BELOW ALL FLOOR TILE LOCATIONS. **237 STRIP, SAND & REFINISH (E) WDW FRAMES AND WDW SASHES, INSIDE AND OUT AND DOORCASING/TRIM. REPLACE NON-HISTORIC HDWARE W. ACCURATE HDWARE, TYP.238 NEW STORM WDWS ON EXTERIOR OF ALL WINDOWS, BOTH LEVELS.239 REMOVE SACRISTY DOORS AND FRAMES. MODIFY R.O. TALLER TO ACCOMODATE HIGHER FLOORLEVEL.240 PROVIDE AND INSTALL NEW 3/8" INTERIOR GLASS PANE FOR ENERGY EFFICIENCY AT ROUND WDW.STAINED WD REMOVEABLE STOP.243 ORGAN TO BE REASSEMBLED BY OWNER'S VENDOR.245 INFILL EXISTING WINDOW ARCH AT STAIR LANDING WITH WOOD BEAD BOARD. MATCH EXISTINGWAINSCOT MATERIAL.247 MECHANICAL DUCTWORK, RE: MECH253 INFILL EXISTING ATTIC ACCESS.255 WALL MOUNTED WOOD HANDRAIL.256 HANDRAIL WITH WOOD BALLUSTERS. 3/8" = 1'-0"3ENLARGED NARTHEXCONSTRUCTION PLANISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"CCHOIR LOFT LEVEL122'-4 1/2"EABDEXIST. BELFRY LEVEL136'-3 1/2"METAL RAILING TO BE MODIFIED, EA. SIDEBRICK COLUMN TO REMAINPORCH ROOF TO REMAINSTONE BASE TO REMAINDOUBLE HUNG WOOD WINDOWSDECORATIVE BRICK HEADERBRICK ELEVATOR TOWERAND LINK ADDED IN 1995STATUE NICHE IN WOOD FRAMEFIXED DECORATIVE ROSEETTEWOOD WINDOWBELFRY DETAIL NOT SHOWNDOUBLE HUNG WOOD WINDOWSBOT. CONC STEP TOBE REMOVED EA. SIDECHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:01 AMA3.1EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING NORTH ELEVATIONISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"123456789CHOIR LOFT LEVEL122'-4 1/2"EXIST. BELFRY LEVEL136'-3 1/2"CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.1/12/2017 1:03:09 PMA3.2EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING WEST ELEVATIONBRCIK ELEVATOR TOWERAND LINK ADDED IN 1995DOUBLE HUNG WOOD WINDOWSPORCH ROOF TOREMAINBRICK COLUMN TO REMAINCONCRETE STEPS TO REMAINSTONE BASE TO REMAINMTL HANDRAILS TO REMAINWOOD DOOR TO REMAINISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17BOTTOM CONC. STEP TOBE REMOVED. SIDEWALK TOBE RE-GRADED.City of Aspen Received 6/19/17Building Department MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"CCHOIR LOFT LEVEL122'-4 1/2"EABDEXIST. BELFRY LEVEL136'-3 1/2"EXISTING LIGHT FIXTURETO BE REMAIN, REPLACEMENTPENDING HPC APPROVALCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:04 AMA3.3EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING SOUTH ELEVATIONISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"123456789CHOIR LOFT LEVEL122'-4 1/2"EXIST. BELFRY LEVEL136'-3 1/2"PORCH ROOF TOREMAINBRICK COLUMN TO REMAINCONCRETE STEPS TOREMAINSTONE BASE TO REMAINMTL HANDRAILS TOBE REMOVEDDOUBLE HUNG WOOD WINDOWSBELFRY DETAIL NOT SHOWNBOTTOM CONC STEP TOBE REMOVED.SIDEWALK TO BE RE-GRADEDCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:19 AMA3.4EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING EAST ELEVATIONISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department HISTORIC CIRCULAR WINDOW HISTORIC STAINED GLASS WINDOW PROPOSED PORCH DESIGN IS CONTINGENT UPON HPC APPROVAL EXISITNG CANOPY TO REMAIN W/ PROPOSED PORCH DESIGN (CONTINGENT UPON HPC APPROVAL) EXISTING BENCH TO BE REMOVED IN PROPOSED DESIGN A3.10 1 Sim CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:04:38 AMA3.5 1511 PROPOSED EXTERIOR ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 3/16" = 1'-0"1 PROPOSED NORTH ELEVATION ISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 City of Aspen Received 6/19/17 Building Department PROPOSED PORCH DESIGN IS CONTINGENT UPON HPC APPROVAL EXISITNG CANOPY TO REMAIN W/ PROPOSED PORCH DESIGN (CONTINGENT UPON HPC APPROVAL) CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:04:47 AMA3.6 1511 PROPOSED EXTERIOR ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 3/16" = 1'-0" 1 PROPOSED WEST ELEVATION ISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 City of Aspen Received 6/19/17 Building Department EXISTING CHURCHEXISTING PAD UNDER TRASH TO BE LEVELED; REF. CIVIL CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:04:49 AMA3.7 1511 PROPOSED EXTERIOR ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 3/16" = 1'-0"1 PROPOSED ALLEY ELEV.City of Aspen Received 6/19/17 Building Department PROPOSED PORCH DESIGN IS CONTINGENT UPON HPC APPROVAL EXISITNG CANOPY TO REMAIN W/ PROPOSED PORCH DESIGN (CONTINGENT UPON HPC APPROVAL) EXISTING CHURCH TO REMAIN CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:05:01 AMA3.8 1511 PROPOSED EXTERIOR ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 3/16" = 1'-0"1 PROPOSED EAST ELEVATION ISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 City of Aspen Received 6/19/17 Building Department EXISTING EMPLOYEE HOUSING BEYOND EXISTING RECTORY BEYOND CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:05:13 AMA3.9 1511 PROPOSED SITE ELEVATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 1/8" = 1'-0" 1 PROPOSED MAIN STREET ELEVATION City of Aspen Received 6/19/17 Building Department HISTORIC CIRCULAR WINDOW EXISTING CANOPY ROOF TO REMAIN PROPERTY LINE; CHURCH HAS REVOCABLE ENCROACHMENT LICENSE AND THE PORCH IS APPROVED BY CITY OF ASPEN ENGINEERING DEPARTMENT CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 11:05:15 AMA3.10 1511 PROPOSED ENTRY ELEVATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE: 100% DD 10/11/16 PERMIT DRAWINGS 01/12/17 100% CD 02/15/17 1/2" = 1'-0"1 ENTRY NORTH 1/2" = 1'-0"2 ENTRY CANOPY EAST ELEVATIONCity of Aspen Received 6/19/17 Building Department MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"1234567892A4.21A4.2HALLWAY111NAVE206SANCTUARY207NARTHEX204STOR202ENTRY100CHOIR LOFT LEVEL122'-4 1/2"ORGANCHAMBER301A7.102CRAWLSPACECRAWLSPACEEXIST. BELFRY LEVEL136'-3 1/2"EXISTING TRUSS PACKS IN ATTICNEW WD TRIM AT COFFERED CEILING, RE: DETAILSRECESSED SLOT FOR CONCEALED LIGHT FIXTURENEW CEILINGRECONSTRUCT CURVED SANCTUARY ARCH, RE: 1/A4.2 FOR DETAILSNEW MOTORIZED PROJECTOR SCREEN. TYP OF 2DEMO AND RECONSTRUCT CURVED CEILING, 3 SIDESPROVIDE LEVEL 5 FINISH, PRIMED, W/ BASE COATHIGH ALTAR TO BE DISASSEMBLED, PROTECTED, AND RE-INSTALLED.RE: 1/A9.2NEW PLATFORM FRAMING,RE: STRUCINFILL WALL WHERE DOOR WAS REMOVED.MATCH ADJACENT SURFACESEXTEND LANDING, RE: PLANEXISTING BELL TO BEREFURBISHED BY OWNERALTERNATE B(2) NEW BELLS BY OWNER. GC TOCOORDINATE REQUIREMENTSFOR HOISTING AND PLACEMENTNEW CHOIR LOFT ,RE: STRUC & FLOOR PLANSINFILL FRAMING ABOVE ENTRYRE: STRUCT.EXISTING PORCH ROOFTO REMAINPROVIDE NEW R-60 INSULATION THROUGHOUTENTIRE ATTIC SPACE ABOVE CEILING AIR BARRIER.INCLUDING NAVE, SANCTUARY, AND SACRISTIESR-60 INSULATION AT BELFRY. VERTICALSURFACE APPLICATION TBD. PROVIDECONTINUOUS AIR BARRIER11'-10"A7.106A7.1013MECH GRILLE,RE: MECHMECH DUCTWORK,RE: MECHA7.119A7.105MECH DUCTWORK, RE: MECHSLOPED DRYWALLA7.1010OPEN TOBEYONDLINE OF EXISTING CURVED CEILINGCRITICAL DIM5'-1 3/4"4'-0"NEW CURVED CEILING HEIGHT AT THIS POINTIS CRITICAL TO ACCOMODATE LITURGICAL ELEMENTR 8'-6"SIMA7.1014A7.1011O.H.O.H.3A4.2NEW GYP BD CEILINGELEMENTS, RE: CEILINGPLANSA7.1016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:24 AMA4.1BUILDINGSECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1BUILDING SECTION - FACING EASTISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"C1A4.1CHOIR LOFT LEVEL122'-4 1/2"EABDNAVE206MEETINGRM104HALLWAY111MEN116OFFICE113CRAWLSPACECRAWLSPACEA7.103A7.101A7.104REFRAME SANCTUARY ARCHW/ NEW PROFILE AS SHOWNSTATUE SURROUNDS BY OWNER VENDORMAINTAIN HISTORIC WOOD TRIM AT DOORSAND WINDOWSROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSMECH DUCTWORK SHOWN DASHED,RE: MECH11'-6"9'-6 3/4"1'-6"12'-1 7/8"9"4MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"C1A4.1CHOIR LOFT LEVEL122'-4 1/2"EABDENTRY100STAIR203STAIR201CRAWLSPACESTOR202BALCONY303STOR121MODIFY EXISTING CEILINGTO ACCOMODATE NEWDOOR TO CHOIR LOFTNEW 42" WOOD GUARDRAILAND OPEN BALUSTERSSIM TO CHOIR LOFT RAILINGNEW INFILL FRAMING ATBELFRY LEVEL, RE: STRUCNEW CEILINGNEW GYP. BD. SHAFTENCLOSURE FOR HVACDUCTWORKINSTALL (2) HISTORIC FXITURESFROM CHURCHNEW STAIR AND HANDRAILNEW FLOOR STRUC, RE: STRUCNEW FIN. ON EXISTING STAIRFINISH AND PROTECT UNDERSIDEOF STAIR AS STORAGE SPACE,(2) LA OF GYP. BD.A7.108A7.112A7.113(E) WD WAINSCOT TO REMAINNEW WALL MNT'D STAINEDWD HANDRAIL. RETURN TO WALLATTIC ACCESS DOOR,PAINTED PLYWD W/ LOCKABLECLASP(2) LA. 5/8" TYPE X GYP.BD AT UNDERSIDE OFSTAIRS(2) LA. 5/8" TYPE X GYP.BD AT UNDERSIDE OFSTAIRSROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECS16 R @ 6.7" EA.9'-0"15 TR @ 11" EA.13'-10"1A10.1644CEABDSANCTUARY20719'-6"R 13'-0 1/2"FLAT3'-9"1'-10 1/2"WD TRIM AT SANCTUARY ARCH BEYONDOUTLINE OF ALTAR & REREDOSCURVED FRAMED CEIILNG WITHBATT INSULATION OVER SPRAYAPPLIED INSULATION (R-60 TOTAL)THROUGHOUT ENTIRE ATTIC SPACE,RE: SPECS.NEW RAISED PLATFORMPER STRUC DWGSATTICATTICALTARSERVERVESTING209VESTING /SACRISTY2081CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:46 AMA4.2BUILDINGSECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"2BUILDING SECTION - FACING SOUTH 3/16" = 1'-0"1BUILDING SECTION - FACING SOUTHISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17 3/16" = 1'-0"3BUILDING SECTION - LOOKING NORTH134City of Aspen Received 6/19/17Building Department TA-1 SEMI RECESSED TOILET TISSUE DISPENSOR BOBRICK B-3888TA-2 42" GRAB BAR BOBRICK B-5806 X 42TA-3 RECESSED SANITARY NAPKIN DISPOSAL BOBRICK B-353TA-4 PARTITION MNTD DUAL SANITARY NAPKIN DISPOSAL BOBRICK B-354TA-5 PARTITION MNTD DUAL TOILET TISSUE DISPENSOR BOBRICK B-386TA-6 36" GRAB BAR BOBRICK B-5806 X 36TA-7 MIRROR, POLISHED EDGES, FRAMELESS BOBRICK B-290TA-8 SEMI RECESSED PAPER TOWEL DISPENSOR BOBRICK B-359TA-9 RECESSED BABY CHANGING STATION BOBRICK KB110TA-10 18" GRAB BAR BOBRICK B-5806 X 18TA-11 VENEER PLYWOOD PARTITIONTOILET ACCESSORIES SCHEDULEMEN116WOMEN110A6.18976A6.152341'-7" EQ EQ5'-0" CLR.6'-10 3/8"5'-0" CLR 3'-1" 3'-1"7'-1 3/4" 5'-0" CLR.11'-3"2'-1 1/2" 3'-6" 3'-6" 2'-1 1/2"1'-3" 2'-6" 1'-3"TA-7TA-6TA-2TA-5TA-4TA-10TA-1TA-3TA-9TA-8TA-8TA-10TA-1TA-2TA-6TA-8TA-7TA-9TA-11TA-11TA-9PARTITION PER PLAN, RE: ELEVATIONSFOR MIRRORSMOUNT OUTLETS 4" ABOVE COUNTERTOPTO BOT OF COVER PLATE. RE: ELEC.BACKSPLASH TRIM AT SIDES AND BACK.PROVIDE SEALANT WHERE MEETS TILE.SINK, RE: SPECS.COUNTERTOP, RE: FINISH SCHEDREMOVEABLE WD APRONPER ADA CLEARANCESPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.NOTE BACKERBOARD AND TILE WALLFINISH, PER ELEVATIONS2'-10" TO RIM OF SINK4"2"2"10 1/2"2"1 7/8"1'-6"9"MAX6" 3" 10"3'-10"A6.110RE: TILE ELEVATIONFOR PATTERN & HEIGHT4'-3"PARTITION ASSCHEDULED2'-10"1'-7"RE: TILE ELEVATIONFOR PATTERN & HEIGHT2'-10"1'-7"3'-4"2'-9"10A6.1WALL SCONCE, RE: ELERE: TILE ELEVATIONFOR PATTERN & HEIGHTREMOVEABLEARPON WD PANEL2'-10"TILE T-93'-4"3'-10"10A6.1RE: TILE ELEVATIONFOR PATTERN & HEIGHTPARTITION AS SCHEDULEDREMOVEABLEAPRON WD PANEL2'-10"1'-3"1'-3" 2'-6"TILE T-93'-4"RE: TILE ELEVATIONFOR PATTERN & HEIGHT2'-10"1'-7"MAX1'-5"3'-3"A6.110RE: TILE ELEVATIONFOR PATTERN & HEIGHT2'-10"RE: TILE ELEVATIONFOR PATTERN &HEIGHT2'-10"T-8T-6T-5T-36'-0 3/8"T-2T-4T-7CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:49 AMA6.1ENLARGEDFLOOR PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"1ENLARGED RESTROOM PLAN 1" = 1'-0"10SECTION AT LAVATORY 1/4" = 1'-0"2WEST ELEVATIONWOMEN 110 1/4" = 1'-0"3NORTH ELEVATIONWOMEN 110 1/4" = 1'-0"4EAST ELEVATIONWOMEN 110 1/4" = 1'-0"5SOUTH ELEVATIONWOMEN 110 1/4" = 1'-0"7WEST ELEVATIONMEN 116 1/4" = 1'-0"8WEST ELEVATIONMEN 116 1/4" = 1'-0"9NORTH ELEVATIONMEN 116 1/4" = 1'-0"6SOUTH ELEVATIONMEN 116ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/1711ENLARGED TILE ELEVATION333344City of Aspen Received 6/19/17Building Department C1234567892A4.21A4.11A4.2EABDMEETINGRM101STOR122MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105MEETINGRM106MEETINGRM107HALLWAY111KITCHEN109CONF RM112WOMEN110HALLWAY111OFFICE113MEN116OFFICE114HALL115HALL117OFFICE119RECEPT118ENTRY100VEST.120EL.= 10'-11"EL.= 9'-0"EL.= 9'-0"EL.= 9'-0"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 8'-0"EL.= 7'-6"EL.= 8'-0"EL.= 8'-0"SLOPE DSLOPEDEL.= 9'-0"306306306306306305305305305304301303306301301301301301301301301301302301302301307328100EL.= 11'-9"EL.= 10'-4"EL.= 10'-11"EL.= 11'-9"EL.= 11'-9"EL.= 10'-4"EL.= 10'-4"EL.= 10'-4"SLOPEDSLOPED303330EXISTING LIGHT FIXTURE TOREMAIN, REPLACEMENT PENDINGHPC APPROVALEXISTING LIGHT FIXTURE TO REMAIN,REPLACEMENT PENDING HPC APPROVAL1'-0"EQ.EQ.ALIGNRCP GENERAL NOTES1. LIGHTING LOCATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER CEILING AND PLENUM MOUNTEDITEMS. REFER TO ENGINEERING PLANS FOR FINAL LIGHTING LAYOUT.2. CONTRACTOR TO NOTIFY ARCHITECT OF ANY ABOVE-CEILING CONFLICTS WHICH IMPACT LIGHTINGLAYOUT OR CEILING CONSTRUCTION PRIOR TO BEGINNING WORK.3. CONTRACTOR TO VERIFY QUANTITIES OF FIXTURES AND DEVICES AND NOTIFY ARCHITECT/ENGINEEROF ANY DISCREPANCIES BETWEEN DRAWINGS AND REQUIRED SCOPE.4. AT ACOUSTICAL TILE CEILINGS, DOWNLIGHTS, SPRINKLERS, AND OTHER DEVICES SHALL BE IN THECENTER OF TILE UNLESS NOTED OTHERWISE.5. PRIOR TO FABRICATION OF SHEET METAL DUCTWORK, CONTRACTOR SHALL INSPECT EXISTING ANDPROPOSED NEW CONSTRUCTION AND CONFIRM FEASIBILITY OF ROUTING DUCTOWRK AS SHOWNON PLANS. NOTIFY ARCHITECT OF ANY CONFICTS.6. ANY EXISTING HVAC SUPPLY OR RETURN AIR DEVICES SHALL BE REMOVED, CLEANED ANDREINSTALLED. IF BEYOND REPAIR, THEY SHALL BE REPLACED WITH NEW.7. CONTRACTOR TO TEST AND BALANCE HVAC SYSTEM PER REQUIREMENTS NOTED IN MECHANICALDRAWINGS.8. PRIOR TO ROUGH-IN, CONFIRM WITH ARCHITECT FINAL LOCATIONS OF THERMOSTATS, FIRE ALARMS,OCCUPANCY SENSORS, AND ANY OTHER MINOR DEVICES LOCATED IN ANY PUBLIC SPACES.9. SMOKE DETECTORS, ALARMS, AND STROBES SHALL MEET ALL APPLICABLE LOCAL BUILDING CODES,FIRE CODES, AND ADA GUIDELINES. PROVIDE WHITE DEVICES AT ALL LOCATIONS.10. SWITCH PLATES AND OUTLETS SHALL MATCH BUILDING STANDARD. CONTRACTOR SHALL SUBMITINFORMATION ON COVERPLATE MATERIAL TO ARCHITECT FOR APPROVAL.11. LOCATE SPRINKLER HEADS AS REQUIRED BY NEW PARTITION LAYOUT AND NEW CEILINGS. PROVIDECOMPLETE ENGINEERED SHOP DRAWINGS FIRST FOR REVIEW BY ARCHITECT, AND THEN FORAPPROVAL BY LOCAL AUTHORITIES. SPECIAL CARE SHALL BE TAKEN AT NAVE AND SANCTUARYCEILING AREAS TO LOCATE HEADS IN MINIMALLY VISIBLE LOCATIONS.12. LOCATE EXIT SIGNS PER LAYOUT, PER CODE REQUIREMENTS, AND BUILDING DEPARTMENTREQUIREMENTS. REFER TO ELECTRICAL DRAWINGS.13. ENTIRE NAVE AND SANCTUARY CEILING IS TO BE CAREFULLY REMOVED. FRAMING MEMBERSBETWEEN TRUSSES SHALL BE EVALUATED AND CONSIDERED FOR POSSIBLE REUSE. OTHERWISEASSUME NEW FRAMING AS SHOWN ON CEILING DETAILS, AND STRUCTURAL DRAWINGS.14. PROVIDE CONTINUOUS AIR BARRIER AT CEILING THROUHGOUT ENTIRE ATTIC SPACE TO MINIMIZEEXFILTRATION OF CONDITIONED AIR. ALL PENETRATIONS IN EXISTING AND NEW CEILINGS SHALL BESEALED, INCLUDING LIGHT FIXTURES, J-BOXES, HVAC PENETRATIONS, ETC. DUCTWORK IN ATTICSHALL BE SEALED AND INSULATED.15. PROVIDE NEW R-60 INSULATION THROUGHOUT ENTIRE ATTIC SPACE ABOVE CEILING AIR BARRIER.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:33 AMA7.1REFLECTEDCEILING PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED REFLECTED CEILING PLANMAIN LEVELRCP KEYNOTES301 (E) PLASTER / GYP. BD. CEILING TO REMAIN THIS AREA.302 (E) LIGHTING TO REMAIN THIS AREA.303 NEW LIGHTING FOR DISPLAY CASE.304 NEW ROLL DOWN SECURITY GRILL.305 NEW GYP. BD. CEILING TO MATCH EXISTING.306 PATCH AND REPAIR EXISTING GYP. BD. CEILING WHERE (E) WALLS HAVE BEENREMOVED. NEW TEXTURE ON CLG FOR SEAMLESS APPEARANCE.307 AIR CURTAIN PER MECH DWG.328 (E) PORCH ROOF.330 (E) GYP. BD. HEADER AT FOLDING PARTITION, TYP.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department C1234567892A4.21A4.11A4.2EABD2A7.104A7.103A7.10STAIR201STAIR203STOR202NAVE206SANCTUARY207ORGANCHAMBER301VEST2055A7.106A7.10308309309310310311311312313318312317319321321321321322322323316329329329329329329329329329329301301319319319319319319319319319329319319319319319329A7.1071A7.10EL.= 16'-9"EL.= 16'-9"EL.= 25'-9 1/2"EL.= 12'-2"EL.= 12'-2"SLOPESLOPE3193197'-1 1/2"30110A7.106A7.10*** GC TO COORDINATEFINISHED CEILING HEIGHT ATTHIS LOCATION TOACCOMODATE HEIGHTOF LITURGICAL ELEMENT. RE:SECTION5'-1 3/4"TYP.1'-6"3313313333333123123123323A4.2PT-4, TYPPT-4, TYPPT-5, TYPPRIMED ONLY, TYPPT-4, TYPPT-7SANCTUARYARCH, PT-8ALTERNATE A3ALTERNATE A3PRIMED ONLY, TYP10A7.111111A10.1633C891A4.11A4.2BDOPEN TOABOVEOPEN TOABOVEOPEN TOABOVEOPEN TOABOVENARTHEX204EL.= 8'-5"312325326326312EL.= 8'-5"1'-6"1'-6"1'-6"1'-6"4A7.1110A10.11A10.16CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.4/27/2017 10:31:18 AMA7.2REFLECTEDCEILING PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO2PROPOSED REFLECTED CEILING PLANSANCTUARY LEVEL1PROPOSED REF. CEILING PLANAT NARTHEXRCP KEYNOTES301 (E) PLASTER / GYP. BD. CEILING TO REMAIN THIS AREA.308 NEW GYP. BD. COVE CEILING TRANSITION, TYP.309 MILLWORK BEAMS AND COFFER DETAILS310 CUSTOM PENDANT FIXTURE, TYP. OF 10. G.C. ALLOWANCE OF $3500 TO ELEC CONTRACTOR. GCTO INCLUDE COSTS FOR FULL MOCK-UP FIXTURE FOR OWNER AND ARCHITECT REVIEW.311 CUSTOM SEMI-PENDANT FLUSH FIXTURE, TYP OF 2. G.C. ALLOWANCE OF $1800 TO ELEC.CONTRACTOR.312 WOOD CROWN MOLDING, PAINT.313 RECONSTRUCT SANCTUARY ARCH, RE: ELEV.316 2" PAINTED WOOD CEILING TRIM.317 RECONSTRUCT CURVED CEILING, 3 SIDES.318 SLOT IN DRYWALL FOR PROJECTOR SCREEN, TYP. OF 2.319 NEW GYP. BD. CEILING. REFER TO ALTERNATE A1321 RECESSED SLOT TO CONCEAL LIGHT FIXTURES, TYP OF 12.322 RELOCATED HISTORIC FIXTURES FROM CHURCH, TYP. OF 2323 EXANDED OPENING IN EXISTING WALL FOR ORGAN CHAMBER.325 1" PAINTED WOOD TRIM.326 CASED WOOD OPENING.329 1/2" NOVAWALL ACOUSTIC SURFACE.331 ACCESS HATCH. COORD SIZE & LOCATION WITH MECH.332 RECESSED EMERGENCY FIXTURE, RE: ELEC.333 MECHANICAL SLOT DIFFUSER, RE: MECH.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/1713City of Aspen Received 6/19/17Building Department DIFFUSER BOX, RE: MECH.CONT. SLOT FOR AIRFLOW,RE: HVACRIGID FOAM EXTRUSIONROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSACOUSTIC PANEL,RE: SPECSRECESSED LIGHTFIXTURE, RE: ELEC9"1'-6"9"2 1/2"2 1/2"2"(E) STL. ANGLE TRUSS,RE: STRUC(E) WD TRUSS PACK,RE: STRUCRIGID FOAM EXTRUSION,RE: SPECSRECESSED LIGHTFIXTURE, RE: ELEC2 1/2"2 1/2"2"EXISTING CEILINGSUBSTRATEACOUSTIC PANEL,RE: SPECS9" 9" 9" 9"ROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSDIFFUSER, RE: MECHRIGID FOAM EXTRUSION,RE: SPECSCURVED WALL/CEILINGTRANSITIONSTRIP LIGHT FIXTURE,RE: ELECEXISTING EXTERIOR WALLRIGID FOAM EXTRUSION,RE: SPECSELEVATION9"1'-6"4"R 2'-4"2 1/2"2 1/2"2"EXISTING CEILING SURFACEROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSCURVED BEAM SUPPORTBEYONDAPPROX LINE OFORGAN PIPESACOUSTIC PANEL,RE: SPECS3 /4 "2 1 /2 "2 "9"9"9"9"EXISTING CEILINGSUBSTRATERIGID FOAM EXTRUSION,RE SPECSROXUL MINERAL WOOL INSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECS7 1/4"ORGAN CHAMBERCEILING - (2) LA 5/8" GYP.BD. W/ 1/2" PLYWDBETWEENCASED OPENINGROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE:SPECSRIGID FOAM EXTRUSION,RE: SPECSPLANE OF (E)CEILINGLIGHT FIXTURE,RE: ELEC - MOUNTAS CLOSE TO BEAMAS POSSIBLE(E) WD TRUSS PACK,RE: STRUCRIGID FOAM EXTRUSION,RE: SPECACOUSTICAL PANEL,RE: SPECRECESSED LIGHT FIXTURE,RE: ELEC9" 9" 9" 9"7"ROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECS9" 9"RIGID FOAM EXTRUSION,RE: SPECSPAINTED COFFER BYOWNER'S VENDOR9" 9"FAUX FINISH BYOWNER'S VENDORDIFFUSER, RE: MECHPT-5 BY GC, TYPPT-4 BY GC, TYPRE: FINISH SCHED.JOIST, RE: STRUCSTL. BEAM, RE: STRUC(E) WD JOIST, RE: STRUCGYP. BD. CEILING,RE: PLANRE: CLG PLANRE: CLG PLAN1'-1" 1'-1"PROVIDE SPINKLER HEADS ORNON-COMBUSTIBLEINSULATION IN COMBUSTABLECONCEALED SPACES PERNFPA 13 SECTION 8.5.1.2.35 1/2"STL CHANNEL, RE: STRUC9 1/4"4"1"10 3/4" +/- MATCH EXISTINGMATCH (E) WD CAPMATCH (E) WOOD RAILINGAND BALUSTERSCARPET, RE: FINISH SCHEDWD FLOOR,RE: FINISH SCHED5 1/2"10"MATCH (E) TRIMMATCH (E)WD TRIMA10.110SEMI-RECESSEDVIDEO CAMERA.3'-6"PLANRE:PLANRE:PLYWD OVER WOOD FRAMINGRE: STRUCRE: PLANRE: PLANFIELD TILE, RE: FINISH PLANACCENT NOSING,RE: FINISH PLANDUCTWORK & GRILLE, RE: MECHMORTAR BED1/4" CEMENT BOARDCAULK JOINT, TYP.ROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE:SPECSRIGID FOAM EXTRUSION,RE: SPECS1x4 WD TRIM, STAINRE: PLANCURVED SANCTUARY CEILINGWITH LEVEL 5 FINISH, PRIMEDWITH BASE COAT9"1'-2" 9" 9" 9"EXISTING CEILINGSURFACE3/8" RADDECORATIVE STENCIL BYOWNER'S VENDORPROVIDE NEW LEVEL 5FINISH, PRIMED WITHBASE COAT1/4" RADMATCH (E) SANDTEXTURE FINISHEXIST WALLRE: INT ELEVRE: INT ELEVACOUSTICAL PANEL,RE: SPECS2 1/2"2 1/2"2"NEW WALL, RE: PLANSCASED WD TRIMOPENING, STAIN1X WD TRIM,STAIN5/8" GYP. BD. ON MTL.STUD FURRING9"3"ADD 1/2" PLYWD &(1) LA. 5/8" GYP.BD.PLANRE:PLANRE:RE: PLANTILE, RE: FINISH PLANWD BASE, STAIN2 x 4 WD POSTS, STAINSOLID WD TOP, STAIN2 x 2 DECORATIVE WD ARCH, STAIN1/2"2 X 6 WD BASE, STAIN1-1/2" X 5" WD CAP, STAIN2 X 6 WD POSTS BEYOND, STAIN5 1/2"3 1/2"1/4"1/4"1/4"1/4"7"7 1/4"2"1 1/2"1/4" RADIUS, TYP.1'-2"3/4"TILE3/8" MORTAR BED1/4" BACKER BOARD(2) LA. 3/4" PLYWD,RE: STRUCCOORD W/ STRUC2'-7"DUCTWORK, RE: MECHWD STUD FRAMING,RE: STRUC1'-0 3/4"3/8" RAD1X4 WD TRIM, STAINDECORATIVE STENCIL BYOWNER'S VENDORPROVIDE NEW LEVEL 5FINISH, PRIMED WITHBASE COAT1/4" RADMATCH (E) SANDTEXTURE FINISHPROVIDE NEW LEVEL 5FINISH, PRIMED WITHBASE COAT1X4 WD TRIM, STAIN1X2 WD TRIM, STAIN1/4" X 1/4" GROOVE1X4 WD TRIM, STAINLINE OF ARCH ABOVERE: PLAN FOR WALL TYPE(E) WALL SHOWNSHADED1'-9 3/4" +/-1'-9 3/4" +/-MATCH EXISTING2'-6 3/4" +/-RE: FINISH SCHEDTRANSITION STRIP, RE: SPECSCARPET, RE: FINISH PLAN3/4" PLYWD, MATCH (E) HEIGHT2X WD FRAMING3/4" PLYWD SUBSTRATE1/4" BACKER BOARDTILE, RE: FINISH PLANCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:50 AMA7.10INTERIOR DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"1CEILING DETAIL @LONGITUDINAL BEAMS 1" = 1'-0"2CEILING DETAIL@ EXISTING TRUSS 1" = 1'-0"3CEILING DETAIL @ EXTERIOR WALL 1" = 1'-0"4CEILING DETAIL @ RIDGE 1" = 1'-0"5CEILING DETAILAT ORGAN CHAMBER 1" = 1'-0"6CEILING DETAIL@ EXISTING TRUSS 1" = 1'-0"7SOFFIT DETAIL @ INTERSECTIONLONGITUDINAL BEAMS 1" = 1'-0"8DETAIL AT EXIST FLOOR 1" = 1'-0"13SECTION AT CHOIR LOFT 1" = 1'-0"11SECTION AT SANCTUARY STEPSISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17 1" = 1'-0"10CEILING DETAIL@ SANCTUARY ARCH 1" = 1'-0"9JAMB DETAILAT ORGAN CHAMBER 1" = 1'-0"12SECTION AT ALTAR RAIL 1" = 1'-0"14RAISED FLOOR DETAIL 1" = 1'-0"15PLAN DETAIL AT ARCH 1 1/2" = 1'-0"16SECTION AT STEP111133444City of Aspen Received 6/19/17Building Department 2'-6"WALL BASE, RE: SCHED.WD FLOORING, RE: FINISH SCHED3/4" SOLID WOOD TOP, STAINMECH DUCT, RE: MECH1 1/2"EXIST WALL1X3 WD TRIM, STAIN3/4" QTR ROUND, STAINFLR FINISH OVER PLYWD, RE: FINISH SCHEDJOIST, RE: STRUCSTL. BEAM, RE: STRUCRE: PLAN FOR WALL TYPEWD TREAD, TYP.,RE: STRUCWD STRINGER, RE: STRUC(2) LA 5/8" TYPE 'X'GYP. BD. CEILING1'-1 3/4"3'-6"STEEL BEAM, RE: STRUCWD BALUSTER, SIM TO CHOIRLOFT1X WD TRIM, MATCH (E) AT CHOIR LOFTFLR FINISH, RE: FIN. SCHEDPLYWD, RE: STRUCWD BEADBOARD, STAIN1X WD TRIM, MATCH (E)1X6 WD TRIM, STAINGYP. BD. CEILING, RE: PLANS1X WD TRIM, STAIN,MATCH (E) WD DOOR TRIM2X WD FRAMING, RE: STRUCSHIM AS REQ'DCROWN MOULDING,RE: SPECS1/4"FIN. CLG.RE: PLANSHEADER.RE: PLANS1X WD TRIM, STAIN1/4"1X WD TRIM, STAIN,MATCH (E) WD DOOR TRIM1X WD TRIM, STAIN2X WD FRAMING, RE: STRUCSHIM AS REQ'DRE: PLANSGRANITE COUNTERTOPGYP. BD. ON 2X WDSTUD FRAMINGWALL CLEATEDGE OF TRIM BEYONDROLL DOWN GRILLE1X WD TRIM, STAIN1'-0"(2) GROMMETS1'-0"PLAM COUNTERTOP,RE: FINISH SCHED2X WD FRAMING, RE: STRUCGYP. BD.ROLL DOWN GRILLE1X WD TRIM, STAINMATCH (E) WD TRIMCOUNTER BELOW1X WD TRIM, STAIN,MATCH (E) WD DOOR TRIMROLLING GRILLE HOUSINGSHIM AS REQ'D1/4"FIN. CLG.RE: PLANSHEADER.RE: PLANS1X WD TRIM, STAINORGANCHAMBERBELFRYEXIST WD TIMBER5/8" GYP. BD.PLYWD OVERWD JOISTS, RE: STRUCRE: PLAN FOR WALL TYPER-60 INSULATIONR-60 INSULATION2X WD JOIST,RE: STRUCAIR BARRIERMECH DUCT,RE: MECH1X WD TRIM, STAIN1X4 WD TRIM, STAINCUSTOM MTL GRILLE,RE: MECH DWGS FORFREE AIR REQ.WALL TYPE, RE: PLANLEADED GLASS WINDOWOPP SIDEEQ. TONARTHEXCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:47 AMA7.11INTERIOR DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"1CHOIR LOFT HVAC SECTION 1" = 1'-0"2STAIR SECTION 1" = 1'-0"3RAILING SECTIONAT CHOIR LOFT 1 1/2" = 1'-0"4CASED OPENING - HEAD 1 1/2" = 1'-0"5CASED OPENING - JAMB 1 1/2" = 1'-0"6ADMIN COUNTER - SILL 1 1/2" = 1'-0"7ADMIN COUNTER - JAMB 1 1/2" = 1'-0"8ADMIN COUNTER - HEAD 3/4" = 1'-0"9ORGAN CEILINGISSUE: DATE:DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/1710DETAIL AT MECH GRILLECity of Aspen Received 6/19/17Building Department UPSTAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207CONFESSIONALCONFESSIONALREF3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"1'-6"5'-10"F-1, TYPF-2F-3F-4F-5F-6F-7F-3F-8F-3F-9F-1, TYPF-1, TYPF-105'-0"3'-10"3'-10"EXISTING PEWS TOBE REFINISHED &REINSTALLEDF-11F-11ENTRY100MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105KITCHEN109WOMEN110HALLWAY111MEN116OFFICE113OFFICE114HALL115HALL117RECEPT118OFFICE119VEST.120MEETINGRM101STOR122MEETINGRM107CONF RM112MEETINGRM106STOR121REFC-3T-1C-2D-1C-1C-2D-1C-1C-1C-5T-3T-3C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2FURNITURE LEGENDTYPEDESIGNATIONQTYSCOPEB1 OFFICE BOOKCASE 3 BY GCC1 OFFICE TASK CHAIR 4 BY OWNERC2 OFFICE GUEST CHAIR 6 BY OWNERC3 CONF. ROOM CHAIR 6 BY OWNERC4 MEETING ROOM CHAIR 112 BY OWNERC5 WAITING ROOM CHAIR 5 BY OWNERD1 OFFICE DESK 3 BY OWNERF-1 PEW 89 BY GCF-2 PEW PANEL 2 BY GCF-3 ASSISTANT'S CHAIR 4 BY OWNERF-4 PRESIDER'S CHAIR 1 BY OWNERF-5 AMBO 1 BY GCF-6 KNEELER 2 BY OWNERF-7 LECTOR'S CHAIR 2 BY OWNERF-8 CREDENCE TABLE 1 BY OWNERF-9 ALTAR 1 BY GCF-10 BAPTISMAL FONT 1 BY GCF-11 STATUE BASE 2 BY GC & OWNERT1 CONF. ROOM TABLE 1 BY OWNERT2 MEETING ROOM TABLE 1 BY OWNERT3 WAITING ARE TABLE 2 BY OWNERCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:49 AMA8.1FURNITURE PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/8" = 1'-0"2SANCTUARY LEVEL FURNITURE PLAN 1/8" = 1'-0"1MAIN LEVEL FURNITURE PLANISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department SLOT FOR PROJECTOR SCREENON CURVED CEILINGMAINTAIN, CLEAN, REPAIR, TOUCH UPWOOD TRIM AT WINDOWS AND DOORSNEW SANCTUARY ARCH, SLOPEDFACE, PT-8MODIFY EXISTING DOORS TOSACRISTIESFAUX PAINTED BEAMSPT-5NEW CURVED CEILING TRANSITION,PRIME SURFACE ONLYMECH GRILLE, RE: MECHA7.1013WOOD TRIM WITH LIGHT FIXTURE,MATCH PROFILE AT BOTTOMOF CURVED CEILING TRANSITION IN NAVE19'-6 5/8"REFURBISH LITURGICALELEMENTS BY OWNER'SVENDOR, TYP OF 14REPAIR, SUPPLEMENT W/ NEWSTAINED WOOD BEADBOARD WAINSOT CURVED CEILING , PT-7PRIMED WALL SURFACE FOR OWNER'SVENDOR FINISHPT-3, TYPPRIMED WALL SURFACE FOR OWNER'SVENDOR FINISHRECESS A/V SCREENSNEW SHAPE OF SANCTUARYARCH, PT-8, LEVEL 5 FINISHSPEAKERS ,RE: AV DWGS - INCL COSTOF CUSTOM PAINT SELECTED BY ARCHSTATUE SURROUND BYOWNER'S VENDORMAINTAIN HISTORIC WOODWORKAT ALL DOORS & WINDOWSNEW BRONZE FACE GRILLES ATSANCTUARY STEPS, RE: MECHDIGITAL HYMN DISPLAY, COORDW/ ARCH FOR FINAL LOCATIONWOOD TRIM WITH LIGHT FIXTURE,ALIGN TOP OF TRIM WITH WD DETAILTRIM, MATCH PROFILE AT BOTTOM OFCURVED CEILING TRANSITION IN NAVECURVED CEILING BEYONDSANCTUARY ARCHWD TRIM BY GC. FINISHED BYOWNER'S VENDORGC TO PROVIDE LEVEL 5 FINISH,PRIMED, WITHIN SURROUND21'-2 1/2"1'-8 1/2"R 4'-0"11'-10 7/8"R 4 '-6 "EXISTING SAND TEXTURED WALL,PT-3, MATCH (E) AT NEW CONSTRUCTIONNEW CURVED CEILING , GC TOPROVIDE LEVEL 5 FINISH, PRIMED,WITH BASE COAT PT-7, TYP 3 SIDESPRIME WALL SURFACE READYFOR OWNER'S VENDOR FINISHNEW CASED WD OPENING FOR ORGAN CHAMBERREUSE HISTORIC DOOR, FRAME, AND TRIMMODIFY & REINSTALL HISTORIC WOOD WORKFROM EXISTING CHOIR PLATFORMBEVELED LEADED GLASSIN DOORS & SIDELIGHTSBRONZE GRILLES FORRETURN AIR, RE: MECHNEW ALL WOOD CONFESSIONAL,COORD ELEC & HVACAPPROXIMATE OUTLINEOF ORGAN PIPES13A7.109A7.109" +/-EQ.REMOVE AND REFURBISHWOOD BEADBOARDWAINSCOTSEMI-RECESSED VIDEOCAMERA, RE: AV DWGSMODIFY WAINSCOT TORECIEVE CRUCIFIX,COORD W/ OWNEREQEQEQEQ.(E) CRUCIFIX,COORDW/ OWNERON LOCATIONAND HEIGHTMATCH (E) PROFILETOP OF RAIL AT 42" AFF8'-3"7'-9"REFURBISH LITURGICALELEMENTS BY OWNER'SVENDOR, TYP OF 14MATCH(E) BASENEW SAND TEXTURE FINISH. MATCH ADJACENTEXISTING TEXTURE, PT-3RECESSED SLOT TO CONCEAL LIGHT FIXTUREWOOD CASING ON FACE OF MODIFIED ORGAN OPENINGREUSE & SUPPLEMENT TO MATCH HISTORIC WOOD WORKFROM ORIGINAL CHOIR PLATFORM.INCLUDE COST TO RE-HANG STATIONS OF THE CROSS,TYP OF 14.NEW CURVED CEILING TRANSITION, PRIME SURFACE ONLYWOOD CASED OPENINGLEADED GLASSCROWN MOLDINGFAUX PAINTED BEAMS, PT-5A7.1013REPAIR, SUPPLEMENT W/ NEWSTAINED WOOD BEADBOARD WAINSOTREFURBISH LITURGICALELEMENTS BY OWNER'SVENDOR, TYP OF 14PT-3, TYPCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:04 AMA8.2INTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"3EAST ELEVATION - NAVE 1/4" = 1'-0"1SOUTH ELEVATION - SANCTUARY 1/4" = 1'-0"4NORTH ELEVATION - CHOIR LOFT 1/4" = 1'-0"2WEST ELEVATION - NAVENEW FLOOR FRAMING AT SANCTUARYISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department NEW CARPET AND BRASS RODHARDWARE ON REFINISHEDWOOD STAIRSOPEN TORECEPTIONALTERNATE C MILLWORK DISPLAYCABINETS W. ADJ. SHELVESALL WOOD SOLID CHERRY BASECABINETS, PREMIUM GRADE W/RAISED PANEL CONST.7A7.116A7.118A7.118A9.18'-6 1/2"WD TRIM, STAIN,MATCH (E)GRANITE COUNTERTOP,RE: FINISH SCHED.ARTWORK NICHE3'-0"NEW CARPET AND BRASS RODHARDWARE ON REFINISHEDWOOD STAIRSSCHEDULED BASE9A9.1WD BASE CABINET WITHGRANITE COUNTERTOPEXISTING ENTRY DOORGYP. BD. SOFFITWOOD TRIMMATCH EXISTADAREF.SOFFIT BEYONDCUSTOM WOOD FRONT FORREFRIGERATORSCHEDULE BASESINK, RE: PLUMB DWGS12'-10"3A9.11OPEN TOBEYOND1A9.12'-9"2'-9"FINISHED END PANELGRANITE COUNTERTOP &BACKSPLASHRAISED PANEL WD DOORSIMROLL DOWN SECURITY GRILLEBASE CABINETROLL DOWN SECURITY GRILLECONCEALED IN CEILINGCOPIER LOCATIONWOOD CASED OPENINGWD BASE, MATCH (E)2'-6"4'-6"1'-0"1'-0"4'-10"OPEN TOBEYOND5'-0"6"2'-6"WD BASE CABINET8'-8" 2'-0"10'-8"2A9.1SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSMODIFY AS REQUIRED TOACCOMMODATE AV EQUIP,RE: AV DWGSSEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSPAINTED WDTRIMSEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSPAINTED WOODTRIM2'-0"3'-6"2'-4"2'-10"8'-8"2A9.11A9.12'-0"EQ.3'-0" 3'-0" 3'-0"EQ.SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSMODIFYDEPTH OFCABINETSMODIFY CABINET TOACCOMODATE AVEQUIP, RE: AV DWGS8'-8"4" CROWN MOLDINGALL WOOD SOLID CHERRYCABINETRY, PREMIUM GRADEQUALITY, RAISED PANELCONST. W/ 4" CROWNMOLDING, TYP.GRANITE COUNTERTOPS3'-0" 2'-2" 3'-6" 2'-0"24" DEEP CABINET24" DEEP CABINET12" DEEP CABINET1A9.1SIM2A9.13'-0"EQ.3'-0"EQ.3'-0"SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSSTAINED WDTRIM2'-0"3'-6"2'-2"3'-0"8'-8"2'-0"2'-0"1'-0"3'-0"1'-0"1A9.12A9.1SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSREF2'-3 3/16"FALSE PANEL,COORD EQUIPW/ AV DWGSSIMSEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSSTAINED WOODTRIM2'-9"2'-9"3'-0" 4"1CROWN MOLDING, STAINLEADED GLASS IN WDFRAMEGYP. BD, PAINTSCHEDULED BASE1X WD TRIM, STAINVENEER PLYWD, STAINMODIFY & REINSTALL HISTORICWOOD WORK FROM EXISTINGCHOIR PLATFORMCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:51 AMA8.3INTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"3EAST ELEVATION - ENTRY 101 1/4" = 1'-0"2SOUTH ELEVATION - ENTRY 101 1/4" = 1'-0"4WEST ELEVATION - ENTRY 101 1/4" = 1'-0"1NORTH ELEVATION - ENTRY 101 1/4" = 1'-0"8EAST ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"7SOUTH ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"5WEST ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"6NORTH ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"9ALTAR SERVER'SVESTING 209 1/4" = 1'-0"10ALTAR SERVER'SVESTING 209 1/4" = 1'-0"11ALTAR SERVER'SVESTING 209 1/4" = 1'-0"12ALTAR SERVER'SVESTING 209 1/4" = 1'-0"13VESTING /SACRISTY 208 1/4" = 1'-0"14VESTING / SACRISTY 208 1/4" = 1'-0"15VESTING /SACRISTY 208 1/4" = 1'-0"16VESTING /SACRISTY 208 1/4" = 1'-0"17MEETING RM 107ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17 1/4" = 1'-0"18WEST ELEVATION ATAT CHOIR LOFT1434City of Aspen Received 6/19/17Building Department CLEADED GLASS INFIXED WD FRAMEDOOR AS SCHEDULEDWOOD BASE,RE: SCHED.WD TRIM, STAINWOOD BASE.RE: SCHEDWOOD CASEDOPENINGWALL SCONCE,RE: ELECCROWN MOLDING,RE: FINISH SCHEDOPEN TOBEYONDREFER TO EAST ELEVATIONFOR ADDITIONAL NOTESOPEN TOBEYONDREFER TO EAST ELEVATIONFOR ADDITIONAL NOTESEXISTING STAIR LANDINGNEW STEP, RE: PLAN3'-6"MODIFY EXISTING WALL HEIGHTAND WOOD WALL CAP TO MATCHNEW FLOOR STEP CONFIGURATIONEDGE OF EXISTING WALL TO REMAINMATCH (E) WD BASEREMOVE PORTION OF EXISTINGWALL TO ACCOMODATE NEWWALL HEIGHT3'-0"WD HANDRAIL & MTLBRACKET, MATCH EXIST.HANDRAIL MUST RETURN4CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:52 AMA8.4INTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"1SOUTH ELEVATIONNARTHEX 204 1/4" = 1'-0"2EAST ELEVATIONNARTHEX 204 1/4" = 1'-0"3WEST ELEVATIONNARTHEX 2044NORTH ELEVATIONNARTHEX 2045ELEVATION AT STAIR LANDINGISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/1734City of Aspen Received 6/19/17Building Department 3/4" WD VENEER BOTTOM PANELMOUNT OUTLETS 4" ABOVE BACKSPLASHTO BOT OF COVER PLATE. RE: ELEC.BACKSPLASH TRIM AT SIDES AND BACK.PROVIDE SEALANT WHERE MEETS WALL.SINK, RE: SPECS.COUNTERTOP, RE: FINISHPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.RE: ELEVATIONS2'-4 3/4"WOOD WALL CLEATS(2) 3/4" WD VENEER SHELFWITH SOLID EDGINGDRILLED HOLES FOR SHELF SUPPORTS3/4" WD RAISED PANEL DOORINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERS4"3"2'-1"1'-0"RE: ELEVATIONSRE: ELEVATIONS4"CROWN MOLDING, RE: SPECSUPPER CABINET, RE: ELEVCEILING, RE: PLANS3/4" WD RAISED PANEL DOORRE: ELEVATIONSUNDERCABINET LIGHT FIXTURE,RE: ELEC.INCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSFIXED WD SHELF(2) DRAWERS.WOOD WALL CLEATS4"WOOD CROWN MOLDINGWOOD RODSCHEDULED BASE, RE: FIN. SCHED.2'-0"RE: ELEVATIONS8'-8"8'-2"6"3/4" WD RAISED PANEL DOORWOOD CABINET W/ RAISED PANEL.INCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.A9.14A9.17PRIVACY SCREENUPHOLSTERED KNEELERFOLD DOWN SEATWD SHELFSWITCHES FOR INTERNALLIGHTS AND EXTERNALINDICATORALL WOOD CONST. TYP OF 2SOLID PANELS W/ ACOUSTICMATERIAL BETWEEN3/4" FABRIC WRAPPEDACOUSTICAL PANELS28" AFF TO CEILING3/4" FABRIC WRAPPEDACOUSTICAL PANELS28" AFF TO CEILING9'-6"7A9.16A9.1INDICATOR LIGHT,RE: ELECWD CROWNMOLDINGWD BASECONFESSIONALDOORBRONZE PULLS W/ROLLER CATCH ANDDEADBOLT FROMOUTSIDE ONLYTEMPERED GLASSPANEL7A9.1DECORATIVEGRILLE, RE: HVAC1-1/2" RIGID INSUL.VENEER PLYWOOD2X WD FRAMING1X WD TRIM, STAINSOLID WD DOOR, STAIN1X WD TRIM, STAIN2 1/2"4"3 1/2"1/2" QTR ROUND1-1/2" RIGID INSUL.4 1/2"4 1/2"VENEER PLYWOOD2X WD FRAMING1X WD TRIM, STAINSOLID WD DOOR, STAINADJUSTABLE WD SHELFPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.SOLID WOOD DOOR FRAMEWITH LOCKING MECHANISMCROWN MOLDINGSCHEDULED BASE, RE: FIN. SCHED.1'-2"8'-0"WOOD CABINET W/ RAISED PANEL.1'-6"5'-0"3'-0"6"TEMPERED GLASS IN WDDOOR FRAMESOLID WOOD TOPADJUSTABLE WD SHELFGYP. BD. SOFFITMATCH (E)LIGHT FIXTURE, RE: ELECINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSMOUNT OUTLETS 4" ABOVE BACKSPLASHTO BOT OF COVER PLATE. RE: ELEC.BACKSPLASH TRIM AT SIDES AND BACK.PROVIDE SEALANT WHERE MEETS WALL.COUNTERTOP, RE: FINISH SCHED.PROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.3/4" WD VENEER SHELFWITH SOLID EDGINGDRILLED HOLES FOR SHELF SUPPORTS3/4" WD RAISED PANEL DOOR WITHRE: MILLWORK NOTES FOR HARDWARESPECIFICATIONS4"3"4"2'-0"CENTERLINE OFSANCTUARY25'-6 1/2" V.I.F.PLAN VIEW10'-4 7/8"EQEQEQEQEQEQEQEQ1'-3 3/4"6 1/4"4 5 .0 °EDGE OF TILE STEP2" x 5-1/2" WDPOST, STAIN1-1/2" x 3-1/2"WD POST, STAINWD BOT. PLATE, STAIN1'-2"8"EQEQEQEQEQEQEQ10'-7 3/8"6'-3 1/8"6'-3"2'-5"2'-10 1/8"R 2'-8 1 /2 " R 2 '-8 1 /2 "2'-8 1/2"2'-8 1/2"3'-9 1/4"ELEVATION VIEWA9.1112'-4"12A7.101-1/2" X 1-1/2" WD POST, STAIN1-1/2" X 1-1/2" DEOCRATIVEWD ARCHWD BOT. PLATE, STAINWD TOP RAIL, STAIN2" X 5-1/2" WD POST, STAINSTEP BEYOND2'-10"5'-2"8'-0"2'-10 1/2"1'-11"4 1/2"2'-6"2'-6"CROWN MOLDING, STAIN3/4" SOLID WD FIXED SHELFW/ 1-1/2" SOLID EDGE, STAIN3/4" SOLID WD ADJUSTABLESHELF, STAIN3/4" SOLID WD ADJUSTABLESHELF, STAIN3/4" SOLID WD ADJUSTABLESHELF, STAIN1-1/2" WD TOP, STAINSOLD WOOD RAISED PANEL DOOR,STAINCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:10 AMA9.1MILLWORKST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/4" = 1'-0"1BASE & UPPER CABINET 3/4" = 1'-0"2VESTING CABINET 1/2" = 1'-0"3CONFESSIONAL PLAN 1/2" = 1'-0"4FRONT ELEVATIONAT CONFESSIONAL 1/2" = 1'-0"5SIDE ELEVATIONAT CONFESSIONAL 1 1/2" = 1'-0"6DOOR HEADAT CONFESSIONAL 1 1/2" = 1'-0"7DOOR JAMBAT CONFESSIONAL 3/4" = 1'-0"8DISPLAY CABINET - SECTION 3/4" = 1'-0"9BASE CABINET ATCOFFEE BARISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17 1/4" = 1'-0"10ALTAR RAIL PLAN & ELEVATION 1" = 1'-0"11ALTAR RAIL 3/4" = 1'-0"12BUILT-IN BOOKCASECity of Aspen Received 6/19/17Building Department A9.34A9.2A9.235A9.2A9.242A9.3A9.3121'-2"2'-5 1/2"3'-4"4'-8"1'-2"1'-8"4'-2 1/2"4'-2 1/2"1'-8"1'-2"NEW ALTARNEW SHELF ATTABERNACLEMODIFIED ALTARWITH NEW TOPEXISTING PEDESTAL,TYP OF 2NEW SANCTUARY STEPS,RE: FLOOR PLANEXISTINGREREDOSA9.310A9.311A9.312A9.313NEW AMBO1'-2"11'-10"9" x 9" X 3/4"RELIC STONE7'-0 1/2"7'-0 1/2"14'-1"11"1'-2"10"5'-0 1/2"5'-0 1/2"10"1'-2"LAST SUPPER IMAGE8'-5"3'-4"EXISTING POSTS,TYP OF 4 THISELEVATIONNEW MENSAEXISTING IMAGE TO BEREFURBISHED BY OWNER'SVENDOR3'-4"3'-4"EXISTNEW POST TO MATCHEXISTINGNEW RECESSED PANELTO MATCH EXISTINGNEW MENSANEW BASE TO MATCHEXISTING3'-4"8'-5"NEW POSTS TO MATCHEXISTING, TYP. OF 4THIS ELEVATIONNEW BASE TO MATCHEXISTINGNEW MENSA3'-4"3'-4"EXISTNEW POST TO MATCHEXISTINGNEW RECESSED PANELTO MATCH EXISTINGNEW MENSANEW BASE TO MATCHEXISTINGNEW ALTAR TOPNEW REMOVEABLE ALTAR SHELFNEW REMOVEABLE ALTAR PANELSMODIFIED EXISTING ALTARNEW MENSA TOPEXISTING COLUMNS,TYP OF 4EXISTING IMAGE -REFURBISHED BYOWNER'S VENDOREXISTING RECESS PANELMATCH EXISTING RECESS PANEL9" X9"X 3/4" RELICSTONE, COORD W/OWNER FOR PLACEMENTMODIFIED EXISTING ALTARNEW ALTAR TOPFINISHED PAINTED PANEL TOMATCH EXPOSED SURFACESCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:12 AMA9.2LITURGICALELEMENTSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADODISCONNECT ALTAR PIECEALONG DASHED LINE ATINSIDE CORNER, BOTH SIDESREMOVE LOWER PORTION OFBASE TO ACCOMODATE RAISEDFLOOR HEIGHT. TOP TO REMAINLEVEL WITH ALTAR. 1/2" = 1'-0"1ENLARGED SANCTUARY PLAN 3/4" = 1'-0"3ALTAR -FRONT VIEW 3/4" = 1'-0"4ALTAR -LEFT VIEW 3/4" = 1'-0"5ALTAR -REAR VIEW 3/4" = 1'-0"2ALTAR -RIGHT VIEW7ALTAR DISENGAGED W/ PANEL6ALTAR ENGAGED8ALTAR DISENGAGED W/OUT PANELISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department PLAN VIEWFRONT VIEWSECTION - ASIDE VIEW9'-11"2'-3 1/2"4"2'-3 1/2"FRONT EDGEREAR EDGEAA9.3AA9.37A9.39'-11"9" 8'-5" 9"3'-0"2'-5"3'-0"MATCH EXISTING2'-6 1/4"4 3/4"NEW INFILL PANELS1"8A9.3PROFILE OF ENGAGEDALTAR WHEN INFILLPANELS ARE REMOVED"CLOSURE" PANELSHOWN SHADED,RE: DETAILMENSA SHOWNDASHED, RE: DETAIL6A9.39A9.32'-3 1/2"6"3'-4"6" 2'-3 1/2"3'-4"1X SOLID WOOD TOP, PAINT1X SOLID WOOD, PAINT3/4" RAD1/4"1/4"MODIFIED EXISTING ALTAR BELOW3/4" PLYWD2" X 2-1/2" TS4"1/2"SHELF EXTENSION+/-1 1/2"LINE OF REREDOS ABOVEMODIFIED EXISTING ALTARREVEAL PROFILE ANDDEPTH TO MATCH EXISTING3/4" VENEER PLYWDON 2X WD FRAMING9"EDGE OF TOP ABOVEALIGN FACESPROVIDE PAINTEDFINISH SURFACE1X SOLID WOOD TOP, PAINTMATCH EXISTING PROFILE1/2" VENEER PLYWD ON2X WD FRAMESEE MENSA DETAILRE: DETAILREMOVEABLE SHELFBEYOND7"3 SEPARATE PANELS8'-5"7"2'-1 1/2"A9.36A9.39PROVIDE NEW FRAMED WALLAS REQUIRED TO SUPPORT MENSA TOPAND LITURGICAL ELEMENTS ABOVE3/4" PLYWD2X4 WD FRAMING3'-0"2'-5"3'-0"1X SOLID WOOD TOP, PAINTMATCH EXISTING PROFILE1/2" VENEER PLYWD ON2X WD FRAMESEE MENSA DETAILREMOVEABLE SHELFEXTENSIONWD FRAMED SUPPORT WALLW/ 3/4" PLYWD SHEATHINGTILE FLOOR, RE: FINISH SCHED2x3 WD FRAME1/2" PLYWD1/2" VENEER PLYWDWD TRIM, PAINTMATCH (E)PROFILEMATCH (E)2x2 WD FRAMEWD TRIM, PAINT4 3/4"6 1/4"1'-8 1/2"2'-1 1/2"1'-2"MATCH POSTS ATEXISTING ALTARMATCH BASE PROFILEOF EXISTING ALTARMATCH PROFILEAT EXISTING ALTARMATCH REVEALSAT EXISTING ALTARCOORD. CABLEROUTING FORMICROPHONE &TABLET (3CABLES TOTAL)RE: AV DWGSREUSE (E)MICROPHONE3" RECESSEDTOE KICK3" RECESSEDTOE KICKOPEN BOOKSHELF6 1/4"4 3/4"1'-2 1/2"1'-6"1'-7 1/2"2 13/16"8"COORD. CABLEROUTING FORMICROPHONE &TABLET (3CABLES TOTAL)RE: AV DWGSRECESSED TOEKICKNEW BRASS BOWLINSERTNEW 3/4" BRASSSTRAPEXIST. BASE TOREMAINEXIST. PEDESTALTO REMAINEXIST. TOP TOREMAINCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:16 AMA9.3LITURGICALELEMENTSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/4" = 1'-0"5MENSA 3/4" = 1'-0"4REREDOS FRONT ELEVATION 3/4" = 1'-0"2REREDOS -LEFT ELEVATION 3/4" = 1'-0"1REREDOS -RIGHT ELEVATION 1 1/2" = 1'-0"6ALTAR INFILL PANELS - JAMB 1 1/2" = 1'-0"7ALTAR INFILL PANELS - SECTION 3/4" = 1'-0"3REREDOS PLANISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17 1 1/2" = 1'-0"8ALTAR INFILL PANEL - SECTION 1 1/2" = 1'-0"9ALTAR INFILL PANEL - JAMB 1" = 1'-0"10AMBO -FRONT ELEVATION 1" = 1'-0"11AMBO -LEFT ELEVATION 1" = 1'-0"12AMBO -REAR ELEVATION 1" = 1'-0"13AMBO -RIGHT ELEVATION 1" = 1'-0"14BAPTISMAL FONTCity of Aspen Received 6/19/17Building Department 6 1/4"4 3/4"1'-2 1/2"1'-6"1'-7 1/2"2 13/16"8"4 3/4" 6 1/4"1'-8 1/2"2'-1 1/2"1'-2"CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.1/12/2017 1:04:23 PMA9.4LITURGICALELEMENTSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"2AMBO -RIGHT ELEVATION 1" = 1'-0"3AMBO -REAR ELEVATION 1" = 1'-0"4AMBO -LEFT ELEVATION 1" = 1'-0"1AMBO -FRONT ELEVATIONISSUE: DATE:PERMIT DRAWINGS 1/12/17City of Aspen Received 6/19/17Building Department A - WOODB - WOODMATCH (E) DOORRECESSED 4PANELMODIFY (E) DOORRECESSED 4 PANELWITH GLASSTTD - EXISTINGC - WOODFULL LITE W/LEAD GLASS4"4"4"4"4"6"6"10"6 0 .0 °EQ EQE - EXISTING1A3/4" WOODAFIXED WOODBFIXED WOOD7'-3"6"6"1'-0"1'-0"7'-3"LEADEDGLASSLEADEDGLASSCFIXED WOODLEADEDGLASS4"4"4"4"4"6"6"10"4"4"4"4"6"6"10"4"4"4"6"6"10"1'-2" 1'-2"7'-3"6 0 .0 °6 0 .0 °6 0 .0 °R-13 SOUND ATTENUATION BATTINSULATION5/8" TYPE "X" GYP BD.2x4 WD STUD AT 16" O.C.5/8" TYPE "X" GYP. BD.ADDITIONAL (1) LA 1/2" PLYWD & (1)LA 5/8" GYP BD AT ORGAN CHAMBER,RE: PLAN FOR LOCATIONR-13 SOUND ATTENUATION BATTINSULATION5/8" TYPE "X" GYP BD.2x6 WD STUD AT 16" O.C.5/8" TYPE "X" GYP. BD.DOOR AS SCHEDULED1X WD TRIM,MATCH (E)SIZE, SPECIES, PROFILE& STAIN FINISH5/8" GYP. BD. ON 2X WDFRAMING, RE: PLANSWD TRIM BEYOND,MATCH (E)DOOR AS SCHEDULED5/8" GYP. BD. ON 2X WDFRAMING, RE: PLANS1X WD TRIM,MATCH (E)SIZE, SPECIES, PROFILE& STAIN FINISHDOOR AS SCHEDULED1X WD TRIM, STAIN7"1/4"LEADED GLASSWINDOW IN WDFRAME1/4"4 1/2"1/4" 3/4"1/2"SHIM AS REQ'D5/8" GYP. BD.1 7/8"1/4"1X WD TRIM, STAINLEADED GLASS WINDOWIN WD FRAME3/4"1/2"1/2"3/4"1/2" PLYWDSHIM AS REQ'D1X WD TRIM, STAINLEADED GLASS WINDOWIN WD FRAMEWD CROWNGYP. BD. CEILING1/4"3/4"1/2"1/2"1/2"1/4"1/4"5/8"TILE, RE: FINISH SCHEDFLUID APPLIED CRACKISOLATION MEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATEPEW, RE: PLAN1"WD FLOORING, RE: FINISH SCHEDPLYWD SUBSTRATEWD TRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDTILE, RE: FINISH SCHEDCRACK ISOLATIONMEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATECHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:54 AMA10.1DOOR &WINDOW TYPES& SCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADODOOR SCHEDULEDOOR FRAME DETAILSREMARKSNUMBER WIDTH HEIGHT THICKNESS TYPE FINISH TYPE FINISH HEAD JAMB SILL100 6'-0" 7'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN101A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN101B 2'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN101C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN102A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN102B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN102C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN103A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN103B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN103C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN104A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN104B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN104C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN105A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN105B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN105C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN106A 5'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN106B 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN107A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN107B 3'-0" 8'-0" 1 3/4" A STAIN A STAIN107C 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN109A 5'-0" 7'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN109B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN110 3'-0" 8'-0" 1 3/4" A STAIN A STAIN 20 MIN RATING111A 5'-0" 8'-0" 1 3/4" EXIST. STAINRELOCATED FROM EXISTING CORRIDOR111B 3'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN112 3'-0" 8'-0" 1 3/4" A STAIN A STAIN 20 MIN RATING113A 3'-0" 7'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES113B 3'-0" 7'-0" 1 3/4" A STAIN A STAIN114 3'-0" 7'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES116 3'-0" 8'-0" 1 3/4" A STAIN A STAIN 20 MIN RATING117 3'-0" 8'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES, 20 MIN RATING119 3'-0" 7'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES120A 5'-0" 9'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN120B 5'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN121 2'-6" 7'-0" 1 3/4" A122 3'-0" 6'-8" 1 3/4" EXIST. STAINEXISTING TO REMAIN202A 2'-6" 7'-0" 1 3/4" EXIST. STAINREUSE EXISTING DOOR IN (E) MODIFIED OPENING202B 1'-6" 8'-0" 1 3/4" EXIST.REUSE EXISTING DOOR IN (E) MODIFIED OPENING204A 3'-0" 7'-9" 1 3/4" C STAIN A STAIN PROVIDE BEVELED LEADED GLASS IN DOORS AND SIDELITES. ALTERNATE F - REUSE EXISTINGENTRY DOORS.204B 3'-0" 7'-9" 1 3/4" C STAIN A STAIN PROVIDE BEVELED LEADED GLASS IN DOORS AND SIDELITES. ALTERNATE F - REUSE EXISTINGENTRY DOORS.205 5'-0" 9'-7" 1 3/4" EXIST. STAINEXISTING TO REMAIN208 3'-0" 7'-0" 1 3/4" EXIST. STAINREUSE IN (E) MODIFIED OPENING209 3'-0" 7'-0" 1 3/4" EXIST. STAINREUSE IN (E) MODIFIED OPENING301 2'-6" 6'-8" 1 3/4" A STAIN A STAIN302 2'-10" 6'-8" 1 3/4" A401 1'-6" 3'-0" 1 3/4" D1DOOR TYPES2FRAME TYPESWINDOW TYPES3 1" = 1'-0"4PARTITION TYPE A 1" = 1'-0"5PARTITION TYPE B 3" = 1'-0"6DOOR - HEAD 3" = 1'-0"7DOOR - JAMB8DOOR - JAMB AT NARTHEX 3" = 1'-0"9WINDOW - JAMB AT NARTHEXISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB #2 5/11/17 3" = 1'-0"10WINDOW - HEAD AT NARTHEX111 3" = 1'-0"11TILE - CARPET TRANSITION 3" = 1'-0"12WOOD - CARPET TRANSITION 3" = 1'-0"13TILE - CARPET TRANSITION1144City of Aspen Received 6/19/17Building DepartmentSpecify hinges that willpermit a 32" clearopening at door 302when open at 90degrees between leafand jamb. UPDNKITCHEN109ENTRY100MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105HALLWAY111WOMEN110OFFICE113MEN116HALL115OFFICE114OFFICE119HALL117RECEPT118VEST.120MEETINGRM106MEETINGRM107CONF RM112STOR122MEETINGRM101CPT-1 T-1CPT-1 T-1CPT-1EXISTCPT-1STOR121CPT-3CPT-3CPT-1CPT-5CPT-5T-2 AT NOSINGCPT-1CPT-2WD-1WD-1WD-1WD-1REFNO SCOPE OF WORK IN THIS AREAA10.115TYP.2'-0"1'-0" TYP.1'-0"CPT-4AT ELEVCPT-4REFER TO CONSTRUCTION NOTES ONFLOOR PLAN SHEETS FOR ADDITIONALINFORMATION AND FINISH SCOPE.STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207CPT-3CPT-3CPT-3CPT-3CPT-3A10.114A10.113A10.117A10.112CPT-3CPT-34'-10"A10.112SIMA10.1113'-8"3'-8"A10.118A10.119A10.119A10.118CPT-410'-9"ALTERNATE EALTERNATE ET-19ORGANCHAMBER301OPEN TOBELOWOPEN TOBELOWWD-1CPT-1WD-1CPT-1CHOIRLOFT302BALCONY303FINISH GENERAL NOTES1. PREPARE FLOOR SURFACES SMOOTH AND LEVEL TO RECEIVE NEW FINISHES. FLOAT FLOOR ATCARPET OR TILE TO ENSURE SMOOTH TRANSITIONS. REVIEW CONDITION OF EXISTING CONC. ANDWOOD SUBSTRATES WITH ARCHITECT FOLLOWING REMOVAL OF EXISTING FINISHES. INCLUDECOSTS TO PREP ALL AREAS.2. CARPET INSTALLERS SHALL SUBMIT A SEAMING DIAGRAM FOR ARCHITECT'S APPROVAL PRIOR TOORDER. CARPET ADHESIVE SHALL BE TREADMORE BRAND OR CARPET MANUFACTURER'SRECOMMENDED EQUAL.3. ALL TRANSITIONS BETWEEN CARPET AND TILE FLOOR SHALL RECEIVE METAL TRANSITION STRIP -SCHLUTER RENO-TK DARK BRONZE COLOR, OR APPROVED EQUAL. SIZE PER TILE HEIGHT ANDCARPET HEIGHT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FLOAT FLOORS AS NECESSARYFOR SMOOTH AND LEVEL TRANSITION.4. ALL TILE FLOORING AND ALL GROUT JOINTS TO RECEIVE MANUFACTURER RECOMMENDEDNUMBER OF SEALER COATS AND 511 IMPREGNATOR. PROVIDE OWNER WITH WARRANTY ANDMAINTENANCE INFORMATION.5. FLOORING MATERIALS SHALL EXTEND UNDERNEATH BUILT-IN MILLWORK, FURNITURE, LITURGICALELEMENTS, ETC.6. BIDDERS SHALL ALLOW FOR 10-12 WEEK LEAD TIME FOR ALL FLOORING. NO COSTS FORQUICKSHIP OF ANY FLOORING MATERIAL SHALL BE INCLUDED IN BIDS.7. PLUG AND PATCH SMOOTH ALL PENETRATIONS IN FLOORS PRIOR TO INSTALLATION OF FLOORING.8. WALLS TO RECEIVE MINIMUM ONE COAT OF PRIMER AND TWO COATS OF PAINT, OR ADDITIONAL ASREQUIRED TO ACHIEVE FULL AND UNIFORM COVERAGE AND FINISH. SUBMIT PAINT DRAWDOWNSOF ALL PAINT COLORS SHOWING COLOR AND FINISH FOR ARCHITECT'S APPROVAL.9. PREPARE EXISTING WALL SURFACES SMOOTH TO RECEIVE NEW FINISHES. SKIM COAT EXISTINGWALLS AS NEEDED. ADDITIONAL PREP AS NECESSARY FOR ANY SPECIALTY FINISHES. PATCH GYP.BD. IN EXISTING WALLS WHERE TRIMWORK, OUTLETS, OR DEVICES HAVE BEEN ABANDONED ORREMOVED.10. ALL FLOORING TRANSITIONS AT INTERIOR DOORWAYS SHALL BE CENTERED BELOW LEAF OF DOOR,U.N.O.11. AT ALL WOOD TRIM ELEMENTS, PAINTED AND STAINED, PROVIDE PAINTABLE CAULK ALONG EDGESWHERE TRIM MEETS OTHER SURFACES. EASE EDGES AT OUTSIDE CORNERS OF ALL WOOD TRIMPRIOR TO FINISHING.12. IN AREAS WITH FLOOR DRAINS, PITCH FLOOR TILE TOWARD FLOOR DRAIN WITHIN 12" RADIUS OFDRAIN.13. (PT-1) ON ALL WALLS, AND (PT-2) ON CEILING, UNO. REFER TO ELEVATIONS FOR LOCATIONS OFACCENT PAINT AND SPECIALTY FINISHES.14. PAINT GRADE CROWN MOULDING AS INDICATED ON ELEVATIONS, CEILING PLANS AND FINISHPLANS.15. AT INTERIOR RAMPS AND STAIRS, PROVIDE PTD. STEEL RAILING SYSTEM W/ VERTICAL BALLUSTERS4" O.C. TYP. FLAT TOP BARS TO RECEIVE STAINED WD HANDRAILS & GUARDRAILS.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:21 AMA10.10FINISH PLANS &SCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/8" = 1'-0"1MAIN LEVEL FINISH PLAN 1/8" = 1'-0"2SANCTUARY LEVEL FINISH PLANROOM FINISH SCHEDULEROOM NAMEFLOORBASE FINISHWALLSCOMMENTSMTRLFIN.NORTH EAST SOUTH WESTMTRL.MTRL.MTRL.MTRL.100 ENTRY CPT-4, CPT-5, T-10,11,12 WB-1 PT-1 PT-1 PT-1 PT-1101 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1 PT-1102 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1103 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1104 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1105 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1106 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1107 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1 PT-1108 NOT USED109 KITCHEN EXISTING EXISTING110 WOMEN T-1 T-2 RE: ELEV RE: ELEV RE: ELEV RE: ELEV111 HALLWAY CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1112 CONF RM CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1113 OFFICE CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1114 OFFICE CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1115 HALL CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1116 MEN T-1 T-2 RE: ELEV RE: ELEV RE: ELEV RE: ELEV117 HALL CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1118 RECEPT CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1119 OFFICE CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1120 VEST. CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1121 STOR CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1122 STOR CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1201 STAIR CPT-3 WB-1 PT-1 PT-1 PT-1 PT-1202 STOR CPT-4 WB-1 PT-3 PT-1 PT-1 PT-1203 STAIR CPT-3 WB-1 PT-3 PT-1 PT-1 PT-1204 NARTHEX CPT-1 WB-1 PT-1 PT-3 PT-3 PT-3205 VEST CPT-4 WB-1 PT-3 PT-3 PT-3 PT-3206 NAVE RE: PLANS WB-1 RE: ELEV RE: ELEV RE: ELEV RE: ELEV DECO. PT AT CLG COFFERS, SIDEWALLS, END WALLS207 SANCTUARY RE: PLANS WB-1 RE: ELEV RE: ELEV RE: ELEV RE: ELEV DECO. PT AT CURVED CLG, WALLS,SANCTUARY ARCH, ETC.208 VESTING / SACRISTY CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3209 ALTAR SERVER VESTING CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3301 ORGAN CHAMBER WD-1 WB-1 PT-3 PT-3 PT-3 PT-3302 CHOIR LOFT WD-1 WB-1 PT-3 PT-3 PT-3 PT-3303 BALCONY CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3304 STAIR CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3 RUBBER NOSINGS 1/8" = 1'-0"3CHOIR LOFT LEVELFINISH PLANFINISHES LEGENDREFER TO REQUIREMENTS FOR EACH ITEM AS NOTED IN SPECIFICATIONSSYMBOL TYPE MFR STYLE/COLOR REMARKSCPT-1 CARPET - MODULAR MANNINGTON ETCHINGS, COLOR: HABENERO #74026 100% ULTRON TYPE 6, 6 NYLON LOOPCONSTRUCTION - INSTALLHORIZONTAL BRICK ASHLARCPT-1A CARPET - MODULAR - ALTERNATE ATLAS JEPARA, COLOR: CUSTOM STKMTL-287035 M150 RETRORUST & AL18 ARTISAN BROWNANTRON LEGACY 6,6 NYLON - CUTLOOP CONSTRUCTION, INSTALL BRICKMONOLITHICCPT-2 CARPET - MODULAR MANNINGTON LOOP BORDER IN RUST TO MATCH "ETCHINGS" HABENERO 100% ULTRON TYPE 6,6 NYLON PLANLOOP CONSTRUCTIONCPT-2A CARPET - MODULAR - ALTERNATE ATLAS LOOP BORDER IN RUST TO MATCH "JEPRA" CUSTOM M150RETRO RUSTANTRON LEGACY 6,6 NYLON PLAINLOOP CONSTRUCTIONCPT-3 CARPET RUNNER WILTON COMMERCIAL CLASSICAL DIMENSIONS 3 DESIGN: PUGNIN CUSTOMCOLOR 4 SHADES OF RED W/ CUSTOM SQUARE ACCENTWILTON 80% PURE WOOL & 20%NYLONCPT-3A CARPET RUNNER - ALTERNATE WILTON COMMERCIAL GOLD BORDER CARET TO MATCH ACCENT WILTON 80% PURE WOOL & 20%NYLONCPT-4 CARPET RUNNER WILTON COMMERCIAL CUSTOM BORDER CARPET TO MATCH RED W/ CUSTOMGOLD TBD BOUND EDGEWILTON 80% PURE WOOL & 20%NYLONCPT-5 WALK OFF CARPET - MODULAR MANNINGTON 6502 - TERRACOTTA TERRAINPT-1 PAINT - FIELD COLOR OFFICE BENJAMIN MOORE TBDPT-2 PAINT - CEILING FLAT BENJAMIN MOORE TBDPT-3 PAINT - FIELD COLOR CHURCH BENJAMIN MOORE HC-35PT-4 PAINT - ACCENT BENJAMIN MOORE OC-12PT-5 PAINT - ACCENT BENJAMIN MOORE 2158-20PT-6 NOT USEDPT-7 PAINT - ACCENT BENJAMIN MOORE HC-125PT-8 PAINT - ACCENT BENJAMIN MOORE HC-27PT-9 PAINT - CEILING BENJAMIN MOORE TBD RESTROOM CEILINGPT-10 PAINT - ACCENT BENJAMIN MOORE TBD RESTROOM WALLST-1 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL LATTE HONED OCTAGON & CAFE NOIR HONED DOTMOSAIC FLOORTILE SHEET 10-3/8" X 10-3/8" W/ GROUTTBD, 1-3/4"X1-3/4" CLIPPED CORNERW/ 1/2" DOTT-2 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - BASE TILE MO #801 - 36"L x 7/8"W x 8"HT-3 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - WALL TILE 6x6T-4 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - ACCENT TILE 3x3T-5 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - BEAD LINER MO #735 - 12"L x 13/16"W x 3/4"HT-6 TILE/PORCELAIN MATERIALS MARKETING OR EQUAL LORENZO ALMOND GEOMETRIC - ACCENT TILE GF 38-03A05A-AL; 3.25" X 5.25"T-7 TILE/PORCELAIN MATERIALS MARKETING OR EQUAL LORENZO ALMOND GEOMETRIC - ACCENT TILE GF 37-03A05A-AL; 3.25" X 5.25"T-8 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - CHAIR RAIL MO #734 18"L x 1-1/4"W x 1-7/8"HT-9 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - MIRROR FRAME MO #734 18"L x 1-1/4"W x 1-7/8"HT-10 TILE/PORCELAIN CROSSVILLE COLOR BLOX , COLOR: CHOCOLATE CANDY #A118 12 X 24T-11 TILE/PORCELAIN CROSSVILLE COLOR BLOX , COLOR: CHOCOLATE CANDY #A118 6 X 12T-12 TILE/PORCELAIN CROSSVILLE COLOR BLOX , COLOR: CHOCOLATE CANDY #A118 6 X 18 - PLANKEDT-13 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) RED GEOMETRIC FLOOR TILE 6X6T-14 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER (RED & BUFF) BAPTISMAL FONT (49) - 6X6 TILEPATTERN #GT4028B & C (CUSTOMCENTER)T-15 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER W/ CROSS (RED &BUFF)CENTER AISLE (25) - 6X6 TILE PATTERNGT4028A, B, & CT-16 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER W/ "IHS" (RED & BUFF) CENTER FRONT AISLE AT SANCTUARYSTEPS (36) 6X6 TILE PATTERN GT4028B& C (CUSTOM)T-17 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TIEL BORDER W/ MARIAN INSIGNIA(RED & BUFF)CENTERED IN FRONT OF MARYSTATUE (25) 6X6 TILE PATTERNT-18 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER W/ ST. JOSEPHINSIGNIA (RED & BUFF)CENTER IN FRONT OF ST. JOSEPHSTATUE (25) 6X6 TILE PATTERNT-19 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE (RED & BUFF) SMALL #4018 (1) 6X6 TILET-20 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE (RED & BUFF) LARGE #4018 (4) 6X6 TILE PATTERNT-21 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE W/ CROSS (RED & BUFF) SMALL #4047 (1) 6X6 TILET-22 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) SINGLE BULLNOSE (BUFF) 6X6 AT SANCTUARY STEPST-23 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) SINGLE BULLNOSE (BUFF) 3X12 AT ALTAR STEPST-24 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE W/ FLEURDELIS PATTERN (RED &BUFF)CUSTOM 4X4T-25 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE W/ MARIAN INSIGNIA (RED, BUFF,& BLUE)#6050 8-1/2" X 8-1/2" CUSTOMT-26 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) GEOMETRIC FLOOR TILES (RED) 2X2, 3X3, 2X4, 3X3X4 TRIANGLE, 2X2X3TRIANGLET-27 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) GEOMETRIC FLOOR TILES (BLUE) 3X3, 2X4T-28 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) GEOMETRIC FLOOR TILE (BUFF) 3X3, 2X4, 3X3X4 TRIANGLE, 4X4X8-1/2TRIANGLEPL-1 PLASTIC LAMINATE WILSONART TBDWB-1 WOOD WALL BASE CUSTOM MATCH EXISTING ~8" TALL BASE.WD-1 WOOD FLOORING TBD 3/4" x 3" W SOLID OAK. SITE FINISHED. COLOR TBDST-1 STONE SLAB TBD GRANITE - RED DRAGON 3CM COUNTERTOPST-2 STONE SLAB TBD GRANITE 3CM COUNTERTOPISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17City of Aspen Received 6/19/17Building Department MMMMMMMMMBBBFFFFFFFFFFFFRRYYRRYBBBBRRRRYYYYYYYYYYBBRRRRRRYBBBBRRRRYYYYYYRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRYYYYBBBBRRRRRRRRRYYYYBBBBRRRRRRRRRRRRYYBBBYYYYRRYYBBYYRRRRYYBBBYYYYRRRRYYBBBYYYYRRYYBBYYRRYYBBYYYBBBBRRRRYYYYYYYYRRRRYYBBBYYYYRRRRYYBBBYYYYRRBRRYYBBYYYYRRBRRYYBBYYYYRRBRRYYBBYYYYRRBRRYYBBYYYYYBBBBRRRRYBBBBRRRRBRRRYYYYBBBBRRRRRRRRRRRRYYYYYYYYYYT-21T-13T19-T-20T-19T-16T-13T-13T-13T-16T-20T-19T-20T-21T-13T-15T-19T-13T-18 AT ST. JOSEPHT-17 AT ST. MARYA10.116T-21T-13T-23AT RISERS, ALTERNATET-13 & T-21 ON ALL 3SIDESTILE, RE: FINISH SCHEDCRACK ISOLATIONMEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATETILE, RE: FINISH SCHEDFLUID APPLIED CRACKISOLATION MEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATEPEW, RE: PLAN1"WD FLOORING, RE: FINISH SCHEDPLYWD SUBSTRATEWD TRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDCPT-5T-12T-11T-10T-26T-T-25T-24T-27T-28CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:23 AMA10.11ENLARGEDFINISH PLANS &DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/8" = 1'-0"4ENLARGED FINISH PLANAT BAPTISMAL FONT 3/8" = 1'-0"3ENLARGED FINISH PLANAT SANCTUARY STEPS 3/8" = 1'-0"7ENLARGED FINISH PLANAT CENTER AISLE 3/8" = 1'-0"2ENLARGED FINISH PLANAT STATUE 3/8" = 1'-0"1ENLARGED FINISH PLAN AT SANCTUARYISSUE: DATE:DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17 3" = 1'-0"8TILE - CARPET TRANSITION 3" = 1'-0"9TILE - CARPET TRANSITION 3" = 1'-0"10WOOD - CARPET TRANSITION 3/8" = 1'-0"5ENLARGED FINISH PLANAT MAIN ENTRY 3/4" = 1'-0"6ENLARGED TILE DETAILCity of Aspen Received 6/19/17Building Department ABBREVIATIONS INSUL INSULATION AB ANCHOR BOLT INT INTERIOR ABV ABOVE JNT JOINT ADH ADHESIVE JST JOIST ALT ALTERNATE LOCN LOCATION ARCH ARCHITECTURAL LSL LAMINATED STRAND LUMBER AWS AMERICAN WELDING SOCIETY LVL LAMINATED VENEER LUMBER @ AT_ON CENTER LWC LIGHT WEIGHT CONCRETE BLW BELOW MATL MATERIAL BLDG BUILDING MAX MAXIMUM BLK BLOCK MECH MECHANICAL BLKG BLOCKING MFS MANUFACTURER BM BEAM MIN MINIMUM B.O. BOTTOM OF (N) NEW BRG BEARING NA NOT APPLICABLE BOTT BOTTOM N.I.C. NOT IN CONTRACT BTWN BETWEEN NO, # NUMBER C.I.P. CAST IN PLACE NS NEAR SIDE CL, ¡ CENTERLINE N.T.S. NOT TO SCALE CLG CEILING NWC NORMAL WEIGHT CONCRETE CLR CLEAR O/ OVER COL COLUMN OC ON CENTER CONC CONCRETE OH OPPOSITE HAND CONN CONNECTION OPP OPPOSITE CONSTR CONSTRUCTION OPNG OPENING CONT CONTINUOUS OSB ORIENTED STRAND BOARD CP COMPLETE PENETRATION OWSJ OPEN WEB STEEL JOISTS CTR CENTER PDF POWER DRIVEN FASTENER DBL DOUBLE PERP PERPENDICULAR DET DETAIL PERIM PERIMETER DF DOUGLAS FIR PL, ¢ PLATE DF-L DOUGLAS FIR-LARCH PLWD PLYWOOD DIA DIAMETER PSL PARALLEL STRAND LUMBER DIAG DIAGONAL PT POST TENSIONED OR DIM DIMENSION PRESSURE TREATED DWG DRAWING REF REFERENCE (E) EXISTING REINF REINFORCING EA EACH REQ'D REQUIRED EF EACH FACE RET RETAINING EL ELEVATION RO ROUGH OPENING EMBED EMBEDMENT RDWD REDWOOD EN EDGE NAIL S.A.D. SEE ARCHITECTURAL DRAWINGS EQUIP EQUIPMENT SCHED SCHEDULE EW EACH WAY SEL STRUCT SELECT STRUCTURAL EXP EXPANSION SFRS SEISMIC FORCE RESISTING SYSTEM EXT EXTERIOR SHTG SHEATHING FNDN FOUNDATION SIM SIMILAR FIN FLR, F.F. FINISHED FLOOR S.O.G. SLAB ON GRADE FLR FLOOR SPEC SPECIFICATIONS F.O. FACE OF SQ SQUARE FRMG FRAMING SS STAINLESS STEEL FS FAR SIDE STD STANDARD FT FOOT T & B TOP AND BOTTOM FTG FOOTING T & G TONGUE AND GROOVE GA, ga GAGE TN TOE NAIL GALV GALVINIZED T.O. TOP OF GR GRADE TYP TYPICAL GL GLULAM U.O.N. UNLESS OTHERWISE NOTED GYP BD GYPSUM BOARD VERT VERTICAL HDG HOT DIPPED GALVANIZED WP WATER PROOFING OR HDR HEADER WORK POINT HGR HANGER WT WEIGHT HK HOOK WWF WELDED WIRE FABRIC HORIZ HORIZONTAL W/ WITH HSB HIGH STRENGTH BOLT XS EXTRA STRONG HSS HOLLOW STRUCTURAL STEEL XXS DOUBLE-EXTRA STRONG INFO INFORMATION TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:29 PMS0.0 16055 GENERAL NOTESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSPECIAL INSPECTIONS SPECIAL INSPECTION AND TESTING A QUALIFIED SPECIAL INSPECTOR SHALL BE RETAINED TO PROVIDE SPECIAL INSPECTION. GFDS ENGINEERS SHALL NOT PROVIDE SPECIAL INSPECTION. SPECIAL INSPECTION SHALL BE CARRIED OUT IN ACCORDANCE WITH IBC '09 CHAPTER 17. INSPECTION BY: STEEL CONSTRUCTION (REF TABLE 1704.3) SP. INSP. HIGH-STRENGTH BOLTS, NUTS, AND WASHERS (PERIODIC) WELDS REQUIRING CONTINUOUS INSPECTION: CJP & PJP GROOVE MULTIPASS FILLET SINGLE-PASS FILLET > Ä" PLUG AND SLOT REINFORCEMENT BARS IN CONCRETE WELD REQUIRING PERIODIC INSPECTION: SINGLE PASS FILLET = Ä" FLOOR AND ROOF DECK WELDED STUDS IN STRUCTURAL DIAPHRAGMS CONCRETE CONSTRUCTION (REF TABLE 1704.4) CONCRETE SAMPLING - SLUMP, AIR CONTENT, AND TEMPERATURE OF CONCRETE (CONTINUOUS) BOLTS INSTALLED IN CONCRETE (CONTINUOUS) CONCRETE AND SHOTCRETE PLACEMENT (CONTINUOUS) REINFORCING STEEL INCLUDING PLACEMENT (PERIODIC) POST INSTALLED ANCHORS (PERIODIC) VERIFYING USE OF REQUIRED DESIGN MIX (PERIODIC) LEVEL 1 MASONRY CONSTRUCTION (REF. TABLE 1704.5.1) MASONRY COMPRESSIVE STRENGTH PRIOR TO CONSTRUCTION (PERIODIC) SITE-PREPARED MORTAR AND MORTAR JOINTS (PERIODIC) PLACEMENT OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS (PERIODIC) X GROUT SPACE IS CLEAN (PERIODIC) SOILS (REF TABLE 1704.7)GEOTECH. PROPER FOUNDATION DEPTH, VERIFICATION OF SUPPORTING STRATA (PERIODIC) X COMPACTED FILL MATERIALS, SUBGRADE, AND SITE PREPARATION (PERIODIC) X FOUNDATION UNDERPINNING AND/ OR SHORING CAST-IN-PLACE DEEP FOUNDATION ELEMENTS (REF TABLE 1704.9) DRILLING OPERATIONS AND PIER CROSS SECTION AND DEPTH (CONTINUOUS) STRUCTURAL WOOD (REF TABLE 1707.3) SP. INSP. WOOD SHEAR WALLS WOOD DIAPHRAGMS HOLDDOWNS STRUCTURAL OBSERVATIONS GFDS ENGINEERS STRUCTURAL FOUNDATION X STEEL FRAMING X CONCRETE CONSTRUCTION X MASONRY CONSTRUCTION WOOD FRAMING X 100% DD 10.11.2016 SHEET LIST S0.0 GENERAL NOTES S0.1 GENERAL NOTES S0.2 TYPICAL CONCRETE DETAILS S0.3 TYPICAL WOOD DETAILS S0.4 TYPICAL SHEAR WALL DETAILS S2.1 DEMOLITION - BASEMENT LEVEL PLAN S2.2 DEMOLITION - MAIN LEVEL PLAN S2.3 DEMOLITION - SANCTUARY LEVEL PLAN S2.3.1 DEMOLITION - CHOIR LOFT & BELFRY FRAMING PLANS S2.4 PROPOSED - FOUNDATION PLAN S2.5 PROPOSED - MAIN LEVEL FRAMING PLAN S2.6 PROPOSED - SANCTUARY FRAMING PLAN S2.7 PROPOSED - CHOIR LOFT & BELFRY FRAMING PLANS S2.8 PROPOSED - ROOF FRAMING PLAN S4.0 PROPOSED - BUILDING SECTIONS S7.1 STEEL DETAILS S7.2 STEEL DETAILS S8.1 WOOD DETAILS S8.2 WOOD DETAILS 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department GENERAL NOTES SCOPE THE SCOPE OF WORK INCLUDES REMODEL OF THE EXISTING CHURCH INCLUDING REVISIONS TO THE MAIN AND SANCTUARY LEVELS, AS WELL AS ELEVATED CHOIR LOFT AND BELFRY. COORDINATION DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS. QUESTIONS OF IDENTIFICATION OF APPLICABLE DETAIL OR STRUCTURAL MEMBER SHALL BE BROUGHT TO THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AS TO LAYOUT, DETAILS, DIMENSIONS AND ELEVATIONS. ALL QUESTIONS, DISCREPANCIES AND CONFLICTS SHALL BE REPORTED TO THE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH WORK. CONTRACTOR MEANS AND METHODS GFDS ENGINEERS SHALL NOT SUPERVISE, DIRECT OR HAVE ANY CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES SELECTED BY THE CONTRACTOR NOR FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSE OF THE CONTRACTOR. UNLESS OTHERWISE APPROVED BY THE ARCHITECT, THE CONTRACTOR SHALL INSTALL DOORS, WINDOWS, PARTITIONS AND FINISHES AFTER THE MAJORITY OF THE DEAD LOADS HAVE BEEN INSTALLED (I.E. STRUCTURAL FRAMING, ROOFING, HEAVY FINISHES, ETC.) IN ORDER TO LIMIT DAMAGE TO FINISHES, WINDOWS, DOORS AND PARTITIONS DUE TO DEAD LOAD DEFLECTIONS. EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETERMINE ALL EXISTING CONDITIONS THAT MAY AFFECT ITS WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCIES, AMBIGUITIES OR ERRORS AND THE DISCOVERY OF EXISTING CONDITIONS NOT NOTED ON DRAWINGS, INCLUDING THOSE WHICH MAY BE HAZARDOUS TO HUMAN HEALTH. HAZARDS MAY INCLUDE BUT ARE NOT LIMITED TO TOXIC MATERIALS AND DECAYED OR BROKEN FRAMING MEMBERS. CUTTING AND PATCHING DO NOT CUT EXISTING OR NEW STRUCTURAL ELEMENTS EXCEPT AS SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE ENGINEER. IN GENERAL USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING AND GRINDING, NOT HAMMERING AND CHOPPING. CUT HOLES AND SLOTS NEATLY TO MINIMUM SIZE REQUIRED AND WITH MINIMUM DISTURBANCE TO ADJACENT SURFACES. RESTORE WORK WHICH HAS BEEN CUT, REMOVED OR DAMAGED BY ADJACENT WORK. REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISHES. CONSTRUCTION PHASE SITE VISITS GFDS ENGINEERS WILL PROVIDE CONSTRUCTION SITE VISITS AND OBSERVE THE PROGRESS AND QUALITY OF STRUCTURAL PORTIONS OF THE WORK. THESE VISITS AND OBSERVATIONS ARE NOT INTENDED TO BE AN EXHAUSTIVE CHECK OR DETAILED INSPECTION OF THE CONTRACTOR'S WORK, BUT RATHER TO ALLOW GFDS ENGINEERS TO BECOME GENERALLY FAMILIAR WITH THE WORK IN PROGRESS AND TO DETERMINE, IN GENERAL, IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE THE APPROPRIATE ACTION TO CORRECT PORTIONS OF THE WORK INDICATED AS BEING NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. SPECIAL INSPECTION AND TESTING IN ACCORDANCE WITH CBC 2013 [IBC 2006], CHAPTER 17 THE OWNER OR OWNER'S AGENT SHALL ENGAGE A SPECIAL INSPECTOR TO PROVIDE SPECIAL INSPECTIONS. UNLESS OTHERWISE SPECIFICALLY INDICATED, GFDS ENGINEERS SHALL NOT PROVIDE SPECIAL INSPECTION. CONTRACTOR SHALL REVIEW THE SPECIAL INSPECTION REQUIREMENTS SHOWN ON THE CONTRACT DOCUMENTS AND/ OR ON COMPLETED FORMS ISSUED BY THE BUILDING DEPARTMENT HAVING JURISDICTION OVER THE WORK AND SHALL NOTIFY TESTING AGENCIES AT LEAST 24 HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRES TESTING OR INSPECTING WILL BE PERFORMED. STRUCTURAL OBSERVATION GFDS ENGINEERS WILL PROVIDE STRUCTURAL OBSERVATION IN ACCORDANCE WITH CBC 2013 [IBC 2006], CHAPTER 17, SECTION 1710 AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL REVIEW THE STRUCTURAL OBSERVATION REQUIREMENTS SHOWN ON THE CONTRACT DOCUMENTS AND NOTIFY GFDS ENGINEERS AT LEAST 48 HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRES STRUCTURAL OBSERVATION WILL BE COMPLETED. SUBMITTALS THE FOLLOWING SHALL BE SUBMITTED TO GFDS ENGINEERS, WITH COPY TO THE ARCHITECT, FOR REVIEW. CONTRACTOR PROPOSED CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND METHODS OF CONSTRUCTION FROM THOSE SPECIFIED ON THE STRUCTURAL DRAWINGS. CONCRETE MIX DESIGN STRUCTURAL STEEL ERECTION AND DETAIL DRAWINGS LIVE LOADS DESIGN LIVE LOADS PER CBC TABLE 1607.1 [IBC TABLE 1607.1]AND AS FOLLOWS. LIVE LOADS MAY BE REDUCED IN ACCORDANCE WITH CBC SECTION 1607.9 [IBC TABLE 1607.9]. ROOF LIVE 20 PSF FLOOR LIVE 100 PSF EARTHQUAKE DESIGN DATA SEISMIC FORCE-RESISTING SYSTEM: Ie 1.25 Ss 0.35 S1 0.076 SITE CLASS D Sds 0.355 Sd1 0.122 SEISMIC DESIGN CATEGORY C R 1.5 [ORDINARY PLAIN MASONRY SHEARWALLS] ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE REDUNDANCY FACTOR 1.0 WIND DESIGN DATA BASIC WIND SPEED, V 90 MPH Iw 1.25 (CATEGORY III) EXPOSURE [C (OPEN TERRAIN)] MAIN WIND-FORCE RESISTING SYSTEMS ANALYSIS PROCEDURE METHOD 2, RIGID, LOW-RISE, h < or = 60 FT COMPONENTS & CLADDING ANALYSIS PROCEDURE METHOD 2, LOW-RISE, h < or = 60 FT FOUNDATIONS FOUNDATION DESIGN IS BASED ON REPORT BY: H-P KUMAR, AND IS ENTITLED "SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED ADDITION TO ST. MARY'S CATHOLIC CHURCH". SPREAD FOOTINGS BEAR ON UNDISTURBED SOIL, ENGINEERED FILL, OR ROCK. FOOTING DESIGN IS BASED ON A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 4,000 PSF TOTAL LOADS, INCLUDING WIND OR SEISMIC. EXCEPT WHERE OTHERWISE SHOWN, EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SITE AND SHAPE OF THE STRUCTURE. ALL FOUNDATIONS SHALL BE POURED WITH OUT THE USE OF SIDE-FORMS WHEREVER POSSIBLE. IF THE TRENCHES CAN NOT FULLY STAND, FULLY FORM SIDES TO DIMENSIONS SHOWN. DO NOT ALLOW WATER TO STAND IN TRENCHES. IF BOTTOMS OF TRENCHES BECOMES SOFTENED DUE TO RAIN OR OTHER WATER BEFORE CONCRETE IS CAST, EXCAVATE SOFTENED MATERIAL AND REPLACE WITH PROPERLY COMPACTED BACKFILL OR CONCRETE. WATERPROOFING WHERE STRUCTURAL DETAILS INDICATE ANY WATERPROOFING OR VENTILATION ITEMS, THEY ARE SCHEMATIC ONLY AND FOR THE PURPOSE OF ASSISTING IN SHOWING A COMPLETE STRUCTURAL DETAIL. REFER ONLY TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR THE COMPLETE DESCRIPTION OF ALL REQUIRED WATERPROOFING AND VENTILATION SYSTEMS. CODE AND STANDARDS DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE, 2009 EDITION. CONSTRUCTION SHALL CONFORM WITH APPLICABLE SECTIONS OF THIS CODE. REFERENCE STANDARDS SHALL BE THE EDITION NOTED IN THE CODE, UNLESS OTHERWISE INDICATED. OCCUPANCY CATEGORY III / A-3 TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:16 PMS0.1 16055 GENERAL NOTESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO100% DD 10.11.2016 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department Provide the snow load used (min 75 psf roof snow load per Ordinance 31, 2011) List all items that must be special inspected and note whether the inspection may be periodic or continuous in accordance with the special inspection agreement and 2009 IBC 1704. Sanctuary platform live load should be 125 psf per 2009 IBC 1607.1 PER PLAN 12" MIN TYP,VARIES, SEE PLAN3"CLRVFY W/GEOTECH3" MIN(N) FOOTING 6X BLOCK SHIM POST PER PLAN SIMPSON CB POST BASE (N) FOOTING#5@12" EW 24" MAX24" MAX8"MIN¢½" X 20" GROUT TO CUT EDGES (E) STONE RUBBLE FDN (E) BRICK WALL ¼ 2-4 TYP ¼"Ø EPOXY ANCHOR, 3" MIN EMBED ¡ 18" MIN 9"1 2 NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FOOTING ALLOWED WITHIN THESE LINES PIPE BACKFILL OFFSET 6 1 0"LAP SPLICE 1.LAP SPLICE LENGTHS ARE BASED ON ACI 318-08 12.2.2, GR. 60 STEEL AND NORMAL WEIGHT AGGREGATE. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db. 2.CLASS A SPLICES ARE LIMITED TO CASES WHERE ONE-HALF OR LESS OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH (STAGGERED SPLICE). FOR WALLS THE SPLICES SHALL ALSO BE STAGGERED WITH RESPECT TO THE OPPOSITE CURTAIN. 3.TOP BARS ARE BARS WITH MORE THAN 12" OF CONCRETE POURED BELOW THE BARS. BAR SIZE CLASS B SPLICE (in) CLASS A SPLICE (ld) (in) TOP BARS OTHER BARS TOP BARS OTHER BARS F'c = 3000psi #3 28 22 17 #4 37 29 22 #5 47 36 28 #6 56 43 33 #7 81 63 48 #8 93 72 55 #9 105 81 62 22 29 36 43 63 72 81 2"2" CLRCONC SLABTYP U.O.N.6"4"3"CONTRACTION (CONVENTIONAL SAW-CUT) JOINT ¼" MAX X 1½" DEEP, SPACING NOT EXCEEDING 12'-0" EA WAY. CUT WITHIN 4 (HOT WEATHER) TO 8 (COLD WEATHER) HRS AFTER FINISHING. #4@16" EW LIGHTLY GREASED #4X 2'-0"@16" O.C. DOWEL. SUPPORT W/ DOWEL BASKET TO ENSURE PROPER ALIGNMENT FREE DRAINING GRAVEL SEE GEOTECHNICAL SUBGRADE, SEE GEOTECHNICAL REPORT HOOK EXTENSIONS 90º BEND 135º BEND 180º BEND HOOK EXTENSIONHOOKEXTENSIONHOOKEXTENSIONDDDBAR SIZE STANDARD STIRRUP & TIE HOOKS 90º180º90º135º #3 4.5"2.5"2.25"2.25" #4 6"2.5"3"3" #5 7.5"2.5"3.75"3.75" #6 9"3"9"4.5" #7 10.5"3.5"10.5"5.25" #8 12"4"12"6" #9 13.5"4.5"-- #10 15"5"-- #11 16.5"5.5"-- STANDARD HOOK BEND DIAMETER #3 THROUGH #8:D=6d #9, #10, #11:D=8d STIRRUP & TIE BEND DIAMETER #3 THROUGH #5:D=4d #6 THROUGH #8:D=6d NOTE: d=BAR DIAMETER D=INSIDE DIAMETER OF BEND ldh COLD JNT 1.EMBEDMENT LENGTHS ARE BASED ON ACI 318-08 12.5, GR 60 STEEL AND NORMAL WEIGHT AGGREGATE. 2.FOR MODIF 12.5.3 (a) SIDE COVER NOT LESS THAN 2½", COVER ON EXTENSION OF 90º HOOK NOT LESS THAN 2". 3.FOR MODIF 12.5.3 (b)(c) BARS ENCLOSED IN TIES OR STIRRUPS PERP TO THE BAR SPACED NOT GREATER THAN 3db ALONG ldh. F'c = 3000psi #3 8" #4 11" #5 14" #6 17" #7 20" #8 22" #9 25" 6" 8" 10" 12" 14" 16" 18" 6" 6" 8" 10" 11" 13" 14" BAR SIZE BASIC LENGTH ldh 12.5.3 (a) MODIF 0.7 ldh 12.5.3 (a)(b)(c) MODIF 0.7(0.8) ldh TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:12 PMS0.2 16055 TYPICAL CONCRETE DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/2" = 1'-0"S0.2 7 PIPE PARALLEL TO FOOTING 1" = 1'-0"S0.2 1 TENSION LAP SPLICES FOR DEFORMED BARS 1" = 1'-0"S0.2 6 SLAB ON GRADE EXPOSED EXTERIOR 6" 1" = 1'-0"S0.2 3 STANDARD REINF HOOKS EXTENSION AND BEND DIA. 1" = 1'-0"S0.2 2 TENSION DEVELOPMENT FOR STANDARD HOOKS 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: 1" = 1'-0"S0.2 4 WOOD POST BASE AT FOOTING 1" = 1'-0"S0.2 5 (N) OPENING IN (E) STONE FOUNDATIN WALL CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A HSS COL EN 3X NAILER, TYP WINDOW/DOOR SHEAR WALL SEE PLAN WHERE OCCURS É"Ø BOLT OR WELDED THREADED ROD @24". COUNTERSINK FLUSH WHERE REQUIRED SHEAR WALL SEE PLAN EN É"Ø WELDED THREADED ROD @ 24". COUNTERSINK FLUSH WHERE REQUIRED, TYP 3X NAILER, TYP SIMPSON TB SCREWS OR EQUIV. @ 6" CONTINUOUS PANEL EDGE AT BLOCKED DIAPHRAGM. ADD 2X4 FLAT BLOCKING AND EDGE NAIL EDGE NAIL TO JOIST, BLOCKING OR TRUSS OVER SHEARWALL ⅛" CLEAR BETWEEN SHEETS CONTINUOUS PANEL EDGE AT UNBLOCKED DIAPHRAGM. NAIL EA FRAMING MEMBER T&G EDGE SQUARE END OVER JOIST AND EDGE NAIL FRAMING MEMBER INTERMEDIATE FRAMING NAILS @ 12" ELASTOMERIC ADHESIVE AT FLOOR 2 '-0 " M IN P A N E L D IM A T B O U N D A R Y DIAPHRAGM BOUNDARY EDGE NAIL RIM JOIST OR BLKG TOP PLATE SHEARWALL, SEE PLAN NOTES: 1. LOCATE NAILS ⅜" MIN FROM PANEL EDGES AND ENDS. 2. PANELS NOT LESS THAN 4'X8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. ECCQ POST CAP ON TOP OF TOP PLATE EDGE NAIL PLYWOOD TO POST IF SUPPORT IS WITHIN SHEARWALL DO NOT DISRUPT FINISHES. MAY NOTCH TOP PLATE & POST BELOW ½" MAX & UNDERSIZE POST CAP SOLID OR DOUBLE-STUD POST TO MATCH BEAM WIDTH EN RIM JOIST W/ 3-16d END NAIL TO JOIST OR BLOCKING 3-8d TOE NAIL TO PLATE PROVIDE 2X BLOCKING @ 48"DbFLOOR OR ROOF JOIST STUD NOTE: FOR HOLES IN TJI'S OR OTHER ENGINEERED LUMBER, CONSULT MANUFACTURERS INSTRUCTIONS. Ds Ds/2 Ds/2Ds 1/3 SPAN MIN Db MIN 2" MIN2" MINDb/3 MAX0.60 Ds MAX (DBL STUD) 0.40 Ds MAX (SINGLE STUD) MAX DIMENSION = 2X JOIST SPACE DBL HDR JOIST FLOOR/ROOF OPENING DBL HDR JOIST CUT JOIST NOTE: SEE PLANS FOR LARGER OPENINGSDBL TRIMMER JOISTDBL TRIMMER JOISTWF BEAM 2 ROWS OF ⅝"Ø A307 BOLTS @ 32" EA ROW U.O.N. STAGGER TOP AND BOTT BOLTS MAY BE COUNTER SUNK 3X OR 4X NAILER NOTCH AT FILLET TO BEAR ON BOTTOM FLANGE 3X NAILER WF BEAM 2 ROWS OF ⅝"Ø A307 BOLTS @ 32" EA ROW U.O.N. STAGGER BOLTS EA SIDE OF FLANGE. CARRIAGE BOLTS OR COUNTERSUNK BOLTS MAY BE USED. COUNTERSINK 1" MAX. SIDE NAILER TOP OR BOTTOM FLANGE NAILER MIN2½"MIN 2 " STEEL 7/8" MIN 1" MIN WOOD TOP OF BEAM 4X BLKG JOISTS PLAN FRAMING PERP TO STRAP OVER DRAG BEAM FRAMING PERP WITH STRAP AT UNDERSIDE UNDERSIDE OF DRAG BEAM CMST STRAP CMST STRAP 4X4 BLKG DBL 2X LVL W/ 16d@4 STAGGER CMST12 CMST12 EDGE NAIL A SHTG FULL HEIGHT 4X BLOCK W/ A35 EA END EDGE NAIL A SHTG FULL LENGTH OF BEAM 2 ROWS 8d@4Á" EA ROW, STAGGER 4'-0" OR AS NOTED ON PLAN 2 ROWS 16d@3Ç" 4'-3" U.O.N. SDS SCREW OR LAG SCREW 3"3"3 1/2"3"3"3 1/2" HEAVY TOP PLATE SPLICE AT 6" WALLS HEAVY TOP PLATE SPLICE TYP TOP PLATE SPLICE 5'-6" MIN LAP 4'-0" MIN LAP 8-16d SINKERS @ 6" 20-16d SINKERS @ 3" STAGGERED A B C SEE TIEDOWN DETAILS FOR SPECIAL CONDITIONS AT SHEAR WALLS FLUSH HDR 'F' DOUBLE BLKG AT UPPER FLOORS UNDER HDR STUDS & CRIPPLES 6-16d END NAIL DROP HDR 'H' 16d@24", TYP 1-2X TIMMER, U.O.N. HDR STUD 1-2X MIN 3" MIN 2-2X MIN HDR STUD SPECIAL HDR STUDS, SEE PLAN OR SCHEDULE DOUBLE-LAYER SUBFLOOR NOTES: 1. INSTALL FIRST LAYER OF SHEATHING PER 1/S0.3 2. OFFSET UPPER LAYER OF SHEATHING END AND EDGE JOINTS BY AT LEAST 2" FROM THE SUBFLOOR JOINTS IN THE SHEATHING LAYER BELOW. 3. UPPER LAYER OF SHEATHING JOINTS SHALL NOT COINCIDE WITH JOISTS BELOW. 4. MAINTAIN Á"-Â" GAP BETWEEN UPPER PANELS. FILL GAP WITH SILICONE. 4. FASTEN THE UPPER LAYER OF SHEATHING TO LAYER BELOWWITH ADHESIVE AND SCREW WITH #10X1½" SCREWS @ 6" EDGE AND 12" FIELD. FASTENERS IN UPPER SHEATHING LAYER SHALL NOT PENETRATE JOISTS BELOW. TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/16/2017 9:27:26 AMS0.3 16055 TYPICAL WOOD DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S0.3 1 Diaphragm Sheathing 1" = 1'-0"S0.3 2 Discontinuous Beam Support 1" = 1'-0"S0.3 3 Floor Roof Exterior Wall Blocking 1" = 1'-0"S0.3 5 Holes and Notches in Sawn Lumber 1" = 1'-0"S0.3 4 Opening in Floor or Roof 1" = 1'-0"S0.3 9 Steel Beam with Wood Nailer 1" = 1'-0"S0.3 6 Strap CMST Collector 1 1/2" = 1'-0"S0.3 7 Top Plate Splice 1" = 1'-0"S0.3 8 Wood Header Framing 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: 1" = 1'-0"S0.3 10 HSS NAILER IN WALL CD SET 02.15.2017 1 1/2" = 1'-0"S0.3 11 DOUBLE LAYER SUBFLOOR City of Aspen Received 6/19/17 Building Department FOOTNOTES NAIL NOTES BB C D EA WOOD SHEAR WALL SCHEDULE - ANSI 2008 SDPWS SEISMIC 290 (464) 15/32" PS-1,PS-2 SHEATHING 2X 2X 2X 10d@6" 16d@6" SDS¼"X4½" @12" SDS¼"X6" 2 @16"É"Ø@48" A34@16" OR LTP4@16" ASD/(LRFD) SHEAR CAPACITY FOR SEISMIC (PLF) SYMBOL SHEATHING MATERIAL (PLF) MIN STUD AT ADJOINING PANEL EDGES (1) FOUNDATION SILL (2) SILL AT UPPER FLOOR EDGE NAILS (3) 2X BLOCK OR TRANSFER STUD (4) 3X BLOCK OR TRANSFER STUD (5) FLOOR SILL (5) ANCHOR BOLT (6) CLIPS (7) (1) 2- 2X STUDS MAY BE SUBSTITUTED FOR 3X STUD AT ADJOINING PANEL EDGES FOR SINGLE-SIDED SHEAR WALLS ONLY. FASTEN 2-2X STUDS TOGETHER WITH 2 ROWS 16d@4" STAGGER NAILS. (2) FOUNDATION SILLS SHALL BE PRESSURE TREATED DF-L OR NON-PRESSURE TREATED WITH BITUTHENE MEMBRANE BETWEEN SILL & CONCRETE. (3) PROVIDE FLAT BLOCKING AT UNSUPPORTED EDGES, 2X4 FOR ONE ROW, 2X6 FOR TWO ROWS. COMMON OR GALVANIZED BOX NAILS MAY BE USED. (4) COMMON, BOX OR SINKER NAILS. STAGGER NAILS. (5) SIMPSON COMPANY OR APPROVED EQUIVALENT. STAGGER SCREWS. (6) MINIMUM TWO BOLTS PER PIECE OF SILL. PROVIDE 3"X3"X¼" ¢ WASHER WITH Ê"Ø HOLE BETWEEN SILL PLATE AND NUT. SEE GENERAL NOTES. (7) SIMPSON COMPANY OR APPROVED EQUIVALENT. (8) SHEAR WALL IS SHEATHED WITH PLYWOOD ON EACH FACE. ALL NAILING REQUIREMENTS APPLY TO EACH SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. NAILS SHALL BE SPACED 2" OC MINIMUM. USE HOT DIPPED GALVANIZED OR STAINLESS STEEL WHEN PENETRATING PRESSURE-TREATED WOOD. DO NOT DRIVE NAILS THROUGH FACE LAYER OF PLYWOOD. DO NOT SPLIT LUMBER. ANY STRUCTURAL LUMBER SPLIT DUE TO NAILING SHALL BE REPLACED. IF REQUIRED, PRE-DRILL NAIL HOLES TO AVOID SPLITTING. 6 SHEARWALL SEE PLAN FOR LOCATION: SCHEDULE FOR MATERIAL AND CONNECTIONS TIEDOWN POST SEE TIEDOWN SCHEDULE. LOCATE SO BASE BOLTS ALIGN VERTICALLY EDGE NAIL PLY TO TIEDOWN POST TIEDOWN WHERE SHOWN ON PLAN TIEDOWN BASE BOLT ANGLE CLIP PER WALL BELOW WHERE TIEDOWN IS SHOWN AT FLOOR, PROVIDE THE SAME TIE DOWN IN WALL BELOW FLOOR 3X4 FLAT AT PLWD EDGES ANCHOR BOLT TIEDOWN BASE BOLT, SEE TIEDOWN SCHEDULE SHEET EDGE SILL SCREW FLR SHTG EDGE NAIL INTERIOR STUD EDGE NAIL TO TOP PLATE, SILL AND TIEDOWN POST FLAT CLIP CRIPPLE KING STUD E D A C A E A STUD AT ADJOINING PANEL EDGES PLACE ONE-HALF OF EDGE NAILS TO EA STUD AT 2- 2X TIEDOWN STUD HEADER CONNECT MULTIPLE 2X TIE DOWN STUDS W/ SDS ¼"X2½", SEE TIEDOWN SCHEDULE TIEDOWN POST, ALIGN W/ POST BELOW 2X SILL UPPER FLOORS, U.O.N.FLOOR SHTG JOIST OR BLKG HEADER TIEDOWN POST 3X P.T. FNDN SILL PER SCHED U.O.N.W/ PLWD PANELSBE CONSTRUCTEDSHEAR WALLS TODIRECTION2'-0" IN ANYNOT LESS THAN4" MIN SPACING ¡ TO ¡ SEE SCHED 4" MIN 3" 3" S0.4 A - - A WHEN JOISTS ARE PARALLEL TO WALL, ADD BLKG @ 4'-0" W/ 3-10d EA BLOCK DIAPHRAGM EDGE NAIL TO ADD BLKG 3X JOIST OR BLOCKING TO MATCH FLOOR JOIST. U.O.N. DIAPHRAGM BOUNDARY NAIL ALONG ENTIRE LENGTH OF JOIST BLKG AT EXTERIOR WALL EDGE NAIL TO JOIST/ BLOCKING PER WALL BELOWLOCATE PLY JOINT AT JOIST/ BLOCKING EDGE NAIL TO JOIST/ BLOCKING PER WALL BELOW, SEE 10d@6"1_2"3_8"½" MINTM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/16/2017 9:27:31 AMS0.4 16055 TYPICAL SHEAR WALL DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S0.4 1 SHEARWALL SCHEDULE 1" = 1'-0"S0.4 2 SHEAR WALL SCHEMATIC ELEVATION 1 1/2" = 1'-0"S0.4 3 TYPICAL SHEAR WALL THRU-FLOOR FRAMING PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 (E) ACCESS OPENING(E) COL(E) COLDEMO PORTIONS OF EXISTING FRAMING ON FOUNDATIONS AND PREPARE SOILS TO TO ACCOMODATE NEW COLUMN AND FOOTING LOCATIONS DEMO PORTIONS OF EXISTING FRAMING ON FOUNDATIONS AND PREPARE SOILS TO TO ACCOMODATE NEW COLUMN AND FOOTING LOCATIONS DEMO EXTERIOR WALL FOR NEW MEP OPENING2' - 0"+/-24"X36" STONE BRICK AND MORTAR FOUNDATION WALL1' - 6"+/-18"X24" INTERIOR RUBBLE STEM WALL +/-18"X24" INTERIOR RUBBLE STEM WALL TIMBER POSTS ON STACKED RUBBLE FOUNDATIONS, TYP TIMBER POSTS ON STACKED RUBBLE FOUNDATIONS, TYP BASEMENT WALLS BASEMENT WALLS TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:11 PMS2.1 16055 DEMOLITION - BASEMENT LEVEL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.1 1 EXISTING BASEMENT LEVEL DEMO PLAN 50% CD 12.20.2016 N PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 (E) 3- 2X6 (E) 3- 2X6(E) 3- 2X6 (E) 3- 2X6 (E) 4- 2X12 (E) 4- 2X12 BLW(E) POSTBLW(E) POSTDEMO EXISTING COLUMNS IN THIS AREA AFTER RE-SUPPORTING STRUCTURE ABOVEDEMO EXISTING MAIN LEVEL WALL FRAMING FOR NEW OPENING LAYOUTS DEMO EXISTING WALL FRAMING FOR NEW OPENING LAYOUTS DEMO EXISTING WALL FRAMING TO ACCOMODATE NEW POSTS (E) 2X11½ @ 1'-0" (E) 2X11½ @ 1'-0" (E) 2X11½ @ 1'-0" INTERIOR FLOOR SUPPORT BEAM FROM PRIOR RENOVATION INTERIOR FLOOR SUPPORT BEAM FROM PRIOR RENOVATION ORIGINAL PRIMARY FLOOR SUPPORT LINES EXTERIOR BRICK WALL BASEMENT FOUNDATION WALLS BELOW, TYP TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:16 PMS2.2 16055 DEMOLITION - MAIN LEVEL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.2 1 EXISTING MAIN LEVEL DEMO PLAN 50% CD 12.20.2016 N PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 DEMO EXISTING MAIN LEVEL WALL FRAMING FOR NEW OPENING LAYOUTS (E) 3-2X10 (E) 3-2X10 DEMO EXISTING WALL FRAMING FOR NEW OPENING LAYOUTS (E) (2)1¾x11Í(E) POST(E) POSTDEMO (E) BEAM AND POSTS FOR REVISED OPENING (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS TRIM BACK (E) JOISTS TO HANG AT FACE OF NEW FLUSH BEAM REMOVE (E) CEILING JOISTS AT DOMED ROOF FOR NEW FLOOR JOISTS DEMO EXISTING FLOOR AND CEILING FRAMING AS NEEDED FOR STAIR REMOVAL AND NEW FLOOR INFILL DEMO PORTIONS OF WALL ABOVE AND BELOW FLOOR LEVEL FOR NEW WALL LOCATIONS AND FRAMING. CUT BACK (E) LOWER STAIR LANDING SUPPORT BEAM TO NEW WALL LOCATION. DEMO PORTIONS OF WALL ABOVE FLOOR LEVEL FOR NEW WALL LOCATIONS AND FRAMING DEMO EXISTING SANCTUARY FLOOR OVERFRAMING AS REQUIRED FOR NEW RAISED SANCTUARY LAYOUT AND MEP REQUIREMENTS DEMO (E) CEILING JOISTS ABOVE SANCTUARY FOR NEW SANCTUARY CEILING FRAMING BETWEEN GRIDS 2&8 AND A&E (E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) MC10X22(E) MC10X22(E) MC10X22(E) MC10X22(E) 3X11½" @16" W/ (1) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X18" REINF. JOISTS(E) 3X11½" @16" (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X18" REINF. JOISTS(E) 3X11½" @16" (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) W14X34 (E) 3X11½" @16"(E) 3X11½" @16"(E) 3X11½" @16" (E) 3X11½" @16" W/ (1) 1¾X11Í" REINF. JOISTS TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:21 PMS2.3 16055 DEMOLITION - SANCTUARY LEVEL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.3 1 EXISTING SANCTUARY DEMO PLAN 50% CD 12.20.2016 N PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department B B D D 9 9 8 8 DEMO (E) RAISED CHIOR LOFT FLOOR DEMO WALL AS REQUIRED FOR NEW STEEL COLUMNS AND WOOD INFILL FRAMING DEMO WALL AS REQUIRED FOR NEW STEEL COLUMN, POSTS, AND WOOD INFILL FRAMING DEMO WALL FRAMING FOR REVISED OPENINGS DEMO WALL FRAMING FOR REVISED OPENINGS DEMO (E) FLOOR OVERFRAMING DEMO (E) FLOOR OVERFRAMING B B D D 9 9 8 8 (E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½ (E) 3x11½ DEMO EXISTING FLOOR ABOVE NEW CHOIR LOFT DEMO BASE OF EXISTING CLOLUMN TO NEW CHOIR LOFT OPENING ELEVATION (E) 6X10B B D D 9 9 8 8 (E) 10X10(E) 10X10DEMO ATTIC ACCESS LANDING (E) 10X10 (E) 10X10 DEMO FLOOR STRUCTURE TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:26 PMS2.3.1 16055 DEMOLITION - CHOIR LOFT & BELFRY FRAMING PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.3.1 1 EXISTING CHOIR LOFT DEMO PLAN 3/16" = 1'-0"S2.3.1 2 EXISTING BELFRY FLOOR DEMO PLAN 3/16" = 1'-0"S2.3.1 3 EXISTING BELFRY LOFT DEMO PLAN 50% CD 12.20.2016 N PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 SQ. 3' - 0" NEW 16" THICK SPREAD FOOTING 1 S4.0 6x66x64' - 6"MIN1' - 6"(E) COLUMN, TYP 2 S4.0 6x63' - 0" NEW 12" THICK SPREAD FOOTING TYP OF 3 6x66x6TYP OF 24 S0.2 4 S0.2 TYP OF 4 5 S0.2 MEP OPENING IN (E) MASONRY WALL 4' - 6"MIN2' - 3"6x66x6NEW 16" THICK SPREAD FOOTINGMIN1' - 6"MIN1' - 6"SQ3' - 0"2' - 6"TYP OF 32' - 3"2' - 3"TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:07 PMS2.4 16055 PROPOSED - FOUNDATION PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADON 3/16" = 1'-0"S2.4 1 PROPOSED BASEMENT LEVEL FOUNDATION PLAN 100% DD 10.11.2016 11.14.2016DD ADDENDUM 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 (E) 3- 2X6 (E) 4- 2X12 (E) 4- 2X12 (E) 3- 2X6(E) 3- 2X6 (E) 3- 2X6 @(E) 2x12 1'-4" INFILL (E) DOOR OPENING INFILL (E) DOOR OPENING NEW WALL FRAMING. PROVIDE BLOCKING BELOW NEW HEADER POSTS DOWN TO FOUNDATION, TYP NEW WALL FRAMING, TYPINFILL (E) DOOR OPENING (E) FOUNDATION WALL BELOW 1 S4.0 ABV & BLW6x6ABV & BLW6x6ABV & BLW6x62 S4.0 4X44X4PROVIDESOLID BLOCKING BELOW POST, TYP ABV & BLW6x6TYP OF 26x61 S8.1 1 S8.1 1 S8.1 8 S0.3 (3)1¾x11Í1 S8.1 (E) 2X11½ @ 1'-0" (E) 2X11½ @ 1'-0"TYP OF 3SIM TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:39 PMS2.5 16055 PROPOSED - MAIN LEVEL FRAMING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.5 1 PROPOSED MAIN LEVEL FRAMING PLAN N 100% DD 10.11.2016 11.14.2016DD ADDENDUM 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 @2x61'-4"(N) ¾" PLYWD OR AS REQ'D TO MATCH (E) FLOOR SHEATHING DEPTH (E) MC10X22(E) MC10X22(E) MC10X22(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(3)1¾x11Í(E) W14X34 (2)1¾x11Í (2)1¾x11Í (E) BEAM (E) BEAM (E) BEAM (2)1¾x11ÍINFILL (E) WALL OPENING INFILL (E) WALL OPENING SIMPSON HU MASONRY HANGER AT BEAM (3)1¾x14 CROSS HATCHED AREA INDICATES NEW RAISED PLATFORM WITH 2X8 MIN OVERFRAMING 16" OC W/ 6'-0" MAX SPAN. PROVIDE DOUBLE LAYER ¾" SHEATHING PER 11/S0.3. COORDINATE FRAMING WITH INTEGRATED DUCTING LAYOUT. (2)1¾x11Í(2)1¾x11Í (N) ¾" PLYWD OR AS REQ'D TO MATCH (E) SHEATHING DEPTH 1 S4.0 CROSS HATCH INDICATES 2X6 FLOOR OVERFRAMING AT LANDINGS AND STORAGE ROOM. HANG FLOOR JOISTS TO EASIDE OF NEW FLUSH BEAM, TYP BLW6x6BLW6x6HSS4X3X3/8ABV & BLW6x6PROVIDE FRAMED OPENING FOR AIR CURTAIN, SEE MEP AND ARCH. PROVIDE SHEATHING AND OVERFRAMING ABOVE OPENING.(2)1¾x11Í1¾X11Í LVL @ 1'-4"1¾X11Í LVL @ 1'-0"(3)1¾x11ÍHEADERHEADERHEADERHEADER (E) JOISTS) (E) JOISTS) NEW PLYWOOD SHEAR WALL, SEE S0.04 TYP 2 S4.0HSS4X3X1/41¾x11Í LVL(E) (3)1 3/4x168 S0.3TYP 2 S8.1 6 S8.1 5 S8.1 3 S8.1 4 S8.1 6 6 6 6 6 (E) BEAM (E) BEAM 4X44X4(E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X18" REINF. JOISTS(E) 3X11½" @16" (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" W/ (1) 1¾X18" REINF. JOISTS(E) 3X11½" @16" (E) 3X11½" @16" W/ (2) 1¾X11Í" REINF. JOISTS (E) 3X11½" @16" (E) 3X11½" @16"HSS4X3X3/8Core-Wood Joist-11 7/8" 2 TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:44 PMS2.6 16055 PROPOSED - SANCTUARY FRAMING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.6 1 PROPOSED SANCTUARY FRAMING PLAN N 100% DD 10.11.2016 11.14.2016DD ADDENDUM 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department B B D D 9 9 8 8 7 7 (N) WALL OPENING FOR DUCT, SEE MEP (N) WALL INFILL BLW, DOOR OPENING ABOVE. REFRAME WALL AS REQUIRED FOR NEW FLOOR AND DOOR ABV. W10X17 W10X33 W10X19W10X17W10X17W10X33 OPEN TO BELOW W10X17 1 S4.0 WELDED BENT FRAME CORNER W10X19OPEN TO BELOWW6X15 W6X15BLWHSS4X3X3/81¾X11Í LVL @ 1'-4"1¾X11Í LVL @ 1'-4"STEEL MOMENT CONNECTION FROM BEAM TO COLUMN REVISED WALL OPENINGS, SEE ARCH AND TYP STRUCT DETAILS 2 S4.0 ABV & BLWHSS4X3X1/4S7.1 9 8 S7.1 6 S7.1 7 S7.1 9 S8.1 11 S8.1 HSS 4X3X1/4 BLW 6 6 6 6 6 7 S7.2 TYP OF 3 B B D D 9 9 8 8 (E) 10X10(E) 10X10(E) 10X10 (E) 10X10W10X22 (3)1¾x11ÍFASTEN STEEL BEAM TO WOOD CORNER POST, TYP EA END NEW ACCESS OPENING (E) 10X10 COLUMNS, TYP EA CORNER BLWW6X15BLWW6X152X8 @ 1'-4"NEW WALL FRAMING BELOW 2 S4.0 2 S7.2 2X10 @ 1'-4"2X10 @ 1'-4"B B D D 9 9 8 8 2 S4.0 (3)1¾x9 1/4" (3)1¾x9 1/4"(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E)10X10(E) 6X10(E)10X10(E)10X10(E) 6X10(E)10X10(2)1¾x9¼NEW FRAMED WALL ABOVE BEAM (E) POST BLW (E) 10X10 BM (N) 4X4 POST BLW (N)CHANNEL, TYP 7 S8.1 7 S8.1 1 S7.2 6 6 6 6 6 6 6 PROVIDE (2) 1¾X11Í" HEADER AT DOOR OPENING BELOW (E) POST TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:07 PMS2.7 16055 PROPOSED - CHOIR LOFT & BELFRY FRAMING PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.7 1 PROPOSED CHOIR LOFT FRAMING PLAN 3/16" = 1'-0"S2.7 3 PROPOSED BELFRY LOFT FRAMING PLAN 100% DD 10.11.2016 11.14.2016DD ADDENDUM 3/16" = 1'-0"S2.7 2 PROPOSED BELFRY FLOOR FRAMING PLAN 50% CD 12.20.2016 N PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department A A B B D D E E 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 (E) BUILT-UP TRUSSES, TYP OF 5 BEAMS FOR FAN COIL SUPPORTS BETWEEN TRUSS TOP CHORDS, SEE MEP AND 3/S8.2 1 S4.0 1 S8.2 NOTE: EXISTING SANCTUARY CEILING IS BEING REMOVED AND REPLACED. THE EXISTING TRUSSES REQUIRE MODIFICATION TO ACCOMODATE ADDTIONAL CEILING WEIGHT BEYOND EXISTING WEIGHTS. TOTAL ASSEMBLY WEIGHT OF NEW CEILING SHALL NOT WEIGH MORE THAN 20PSF INCLUDING CEILING JOISTS WITH TRUSS MODFICIATIONS AS DETAILED ON SHEET S8.2. REVIEW CEILING ASSEMBLY WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. TYP OF 5 FOR BELFRY LOFT FRAMING, SEE 2/S2.7 (E) CEILING JOISTS)(E) CEILING JOISTS)2X8 2-2X8NEW FRAMED OPENING IN CEILING AND WALL FRAMING, SEE 5/S0.3 & 9/S0.3 2X8 @ 16"NEW RAISED CEILING FRAMING ABOVE NEW CHOIR LOFT FLOOR NEW PLYWOOD SHEAR WALL SHEATHING ACROSS FACE OF BACK SANCUTARY WALL NEW PLYWOOD SHEARWALL SHEATHING ON BACK SIDE OF WALL IN ATTIC NEW PLYWOOD SHEARWALL SHEATHING ON BACK SIDE OF WALL IN ATTIC PROVIDE OPENING IN CEILING FRAMING FOR DUCT CHASE, SEE MEP AND TYP DETAIL 5/S0.3 PROVIDE OPENING IN CEILING FRAMING FOR DUCT CHASE, SEE MEP AND TYP DETAIL 5/S0.3 C6X8.2 C6X8.2 (N) 600S200-54 CEILING RAFTERS. FASTEN TO TRUSS EA SIDE W/ SIMPSON SSC4.25 OR EQUIV. 2 S4.0 6 6 2-2X8HEADER, SEE 9/S0.3 TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:53 PMS2.8 16055 PROPOSED - ROOF FRAMING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.8 1 PROPOSED ROOF FRAMING PLAN N 100% DD 10.11.2016 11.14.2016DD ADDENDUM 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department MAIN LEVEL 100' - 0" SANCTUARY 112' - 10 1/2" UPPER BELFRY 138' - 0 1/2" (E) LOWER BELFRY 132' - 8" EX CHOIR LOFT LEVEL 115'-0 3/4" T.O. ROOF 146'-0" PROPOSED CHOIR LOFT 122' - 4 1/2" A B C D E 2 S4.0 4 S0.2 4 S0.2 4 S0.2 1 S8.1 1 S8.1 TYP TYP 1 S8.1 TYP TYP 2 S8.1 SIM S8.1 3 SIMPSON CCQ CAP (E) BEAM AT STAIR LANDING ELEVATION S8.1 4 S8.1 5 S8.1 6 6 S7.1 8 S7.1 8 S7.1 OPP7 S7.11' - 6"S7.2 1 S7.2 1OPP S7.2 2 S7.2 2OPP 8 S8.1 (E) WALL FRAMING APPROX AREA OF (N) WALL FRAMING HEADERHEADER 6 6 6 6 6 6 (N) FOOTING(N) FOOTING (E) FOOTING, TYP T.O. CRAWLSPACE FOUNDATION 94' - 0" (E) EXTERIOR MASONRY WALL S8.1 1 TYP MAIN LEVEL 100' - 0" UPPER BELFRY 138' - 0 1/2" (E) LOWER BELFRY 132' - 8" SANCTUARY LEVEL 112'-10 1/2" EX CHOIR LOFT LEVEL 115'-0 3/4" T.O. ROOF 146'-0" CHOIR LOFT LEVEL 122'-4 1/2" 987 1 S4.0 SIMPSON ECCQ CAP SIMPSON CCQ CAP S8.1 2 SIMPSON HU MASONRY CONNECTOR 1¾x14 LVL (E) WALL FRAMING APPROX AREA OF (N) WALL FRAMING S8.1 8 1 S7.2 2 S7.2 S7.1 8 S8.1 9 S8.1 10 S8.1 11 7 S8.1 S0.3 2 S8.2 7 6 6 6 (E) BELFRY BRACES TO REMAIN, TYP (E) MAIN FLOOR STRUCTURE (E) EXTERIOR MASONRY WALL T.O. CRAWLSPACE FOUNDATION 94' - 0" TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:34 PMS4.0 16055 PROPOSED - BUILDING SECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"S4.0 1 SOUTH SANCTUARY WALL ELEVATION 1/4" = 1'-0"S4.0 2 EAST TOWER ELEVATION 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department tfKdetEncr.3/64" tw BEAM DEPTH (D) ¢ THICKNESS (INCHES) ¢ MIN DEPTH (INCHES) A325-N BOLTS WELD (INCHES) CONVENTIONAL CONFIGURATION CAPACITY (KIPS) EXTENDED CONFIGURATION CAPACITY (KIPS) CENTER OF HOLE TO EDGE OF PLATE & BEAM WEB ASD LRFD ASD LRFD Leh Lev W8X Å 5.5 2-¾"∅ ¼ 21.2 31.8 4.8 7.3 1½" 1¼" W10X Å 5.5 2-¾"∅ ¼ 21.2 31.8 4.8 7.3 1½" 1¼" W12X Å 9 3-¾"∅ ¼ 31.8 47.7 10.3 15.4 1½" 1½" W14X Å 9 3-¾"∅ ¼ 31.8 47.7 10.3 15.4 1½" 1½" W16X Å 12 4-¾"∅ ¼ 42.4 63.6 18.3 27.5 1½" 1½" W18X Å 15 5-¾"∅ ¼ 53.0 79.5 27.5 41.2 1½" 1½" W21X Å 18 6-¾"∅ ¼ 63.6 95.4 37.6 56.5 1½" 1½" W24X Å 21 7-¾"∅ ¼ 74.2 111.0 48.5 72.7 1½" 1½" W27X Å 24 8-¾"∅ ¼ 84.8 127.0 59.7 89.5 1½" 1½" NOTES: (1) AISC 13TH EDITION, A36 PLATE (2) BOLT HOLES MAY BE STD OR SSL (3) CONVENTIONAL CONFIGURATION a < 3" (4) EXTENDED CONFIGURATION 3" < a < 6 (5) FILLET ENCROACHMENT: kdet - t f Encr. in. in. Ä Á Å to ½ Â È to Ì ¼ Í to 1¼ Ä 1Ä to 1Å Å3"3"3"DD1" MAX LevLeh 3" MAX K DISTANCEGREATERTHAN 6"Leh Lev3"SEE SCHEDULE FOR PLATE, BOLTS AND WELDING WHERE DIFFERENCE IN BM DEPTH EXCEEDS 6" EXTEND ¢ TO BOTT FLANGE ½" FOR END COL CONDITION 11/2" MIN3" MIN, TYP 11/2" MIN WORKABLE BEAM GAGE PER AISC GREATER OF BEAM WIDTH OR COL WIDTH + ½" EA SIDE ¾" A307 BOLTS, TYP ROUND OR RECT/ SQUARE COLUMN L-SHAPED FOR END CONDITION W/ PERP BEAM USE É" PLATE A36 STEEL, U.O.N.D3"3"3" MAX 1" MAXLevLeh SEE SCHEDULE FOR PLATE, BOLTS AND WELDING T.O. COL AT T.O. BM AT UPPER\ SINGLE STORY ¼ ¼ WF BEAM COLUMN FLANGES & WEB, TYP - S7.1 ¡ COL ¢ Å" STIFF OR SINGLE PLATE SHEAR CONNECTION EA SIDE OF WEB NOTE: IF BOLT HOLES DO NOT ALIGN, WELD COLUMN BASE TO BEAM FLANGE W/ ¼" FILLET WELD. COLUMN CAP ¢ COL ABV BM AT MULTI-STORY COLUMN CAP ¢, SEE - S7.1 31/2"4"11/2"BEAM, SEE PLANS WOOD POST, SEE PLANS ¢Å"X4" EA SIDE 2-É"Ø THRU-BOLTS ¢Å" STIFFENER EA SIDE ¼TYP Â 41/2" 6"COL OR BMWIDTHGAGE2 S7.01 Å" TOP AND BOTT FLANGE CONN ¢ AA SECTION A-A CL SHEAR TAB Â"TYP 3/16" 3/8" STIFFENER ¢ EA SIDE 2-É"Ø A325-N BOLTS, TYP TOP AND BOTTOM COLUMN, SEE PLANS 31/2" FIELD VFY 8"11/2" 1'-0"51/2"11/4"1" AA SECTION A-A ¢3/8" STIFFENER, OR CONN PLATE ALIGNED WITH NORH EDGE OF LOWER COLUMN, SEE ¼" COLUMN CAP ¢, SEE 3 S7.1 CENTERLINE OF FRAMED WALL CENTERLINE OF (E) 10X10 BELL TOWER CORNER POST ABV ¢É" 4-¾"Ø A325-N BOLTS, TYP COLUMN, SEE PLANS COLUMN, SEE PLANS BEAM, SEE PLANS 1 S7.1 CJP BOLTED CONNECTION, SEE 2 S7.1 BOLTED CONNECTION, SEE SIM2 S7.1 BEAMS, SEE PLAN TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:25 PMS7.1 16055 STEEL DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S7.1 1 SINGLE PLATE SHEAR CONNECTION SCHEDULE 1" = 1'-0"S7.1 2 SINGLE PLATE SHEAR CONNECTION - ONE OR BOTH SIDES 1" = 1'-0"S7.1 3 TYPICAL COLUMN CAP/ BASE SHTEEL TO STEEL CONNECTION 1" = 1'-0"S7.1 4 SINGLE PLATE SHEAR CONNECTION CONNECTION BEAM TO HSS OR WF 1" = 1'-0"S7.1 5 BEAM OVER COLUMN CONNECTION DISCONTINUOUS 1" = 1'-0"S7.1 6 STEEL BEAM OVER WOOD POST CONNECTION 1" = 1'-0"S7.1 7 BEAM TO COLUMN MOMNET CONNECTION 1" = 1'-0"S7.1 8 BEAM OVER COLUMN CONNECTION CONTINUOUS 1" = 1'-0"S7.1 9 STEEL CONNECTION AT CHOIR LOFT CORNERS 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department ¼ ¼TYP ¢½"X0'-10"X0'-6" CENTERED ON BEAM (E) 10X10 POST (N) STL COL, SEE PLANS 2-¢½" GUSSETS EA SIDE W/ ½" INSET FROM BEAM EDGE EA SIDE 2-É"ØX6" LAGS ¢½" STIFFENER EA SIDE ¼"ØX2½" SDS @ 16" TO ADJACENT STUD/ POST FRAMING ¼"ØX2½" SDS @ 8" EA SIDE TO (E) POST, TYP 3 S7.2 LVL BEAM, SEE PLANS 4 S7.2 4"TYP2"2"2"2"81/8" FIELD VFY 2'-4"FIELD VFY21/2"5"¼ 5 S7.2 ¢Å"X3'-1½"X8" CENTERED ON (N) STL BEAM (N) STL COL, SEE PLANS 18-É"ØX6" LAGS (2-ROWS) TOP, SIDE, AND BACK FACE NAILER, SEE 6 S0.3 (E) 10X10 POST (N) STL BEAM, SEE PLANS CAP, SEE 6 S7.2 HSS4X4X¼" BASE, SEE 5 S7.2 ¢Å"X10"X1'-0" W/ 2-É"X6" LAGS 6 S7.2 1 S7.2 (N) COL, SEE PLANS ¼"ØX4½" SDS @ 16" EDGE NAIL 10d@6", TYP¼"ØX2½" SDS @ 16" THROUGH STEEL (N) ½" PLYWOOD SHEATHING (N) ½" PLYWOOD SHEATHING 1/2"1 S7.2 ¼"ØX2½" SDS @ 16" THROUGH STEEL (E) 10X10 POST ¢½"X0'-10"X0'-6" CENTERED ON (N) STL COL 2-¢½" GUSSETS EA SIDE W/ ½" INSET FROM BEAM EDGE EA SIDE 2-É"ØX6" LAGS (N) COL STL, SEE PLANS ¼"ØX2½" SDS @ 8" THROUGH STEEL EDGE NAIL 10d@6", TYP ¼"ØX4½" SDS @ 16" (N) ½" PLYWOOD SHEATHING EA FACE LVL BEAM, SEE PLANS 23/4" 11/2"11/2"31/2"1/2"71/2"3/8"11/2"¼ ¼ ¼ 2 S7.2 2-É"ØX6" LAGS (E) 10X10 BM (E) 10X10 POST (N) STL COL, SEE PLANS ¼"ØX4½" SDS @ 16" HSS4X4X¼"¢½"X8"X1'-2" BASE/HANGER ¢Å"X0'-9"X0'-7½" TAPERED GUSSETT. KERF INTO BM AS REQ'D 2-É"Ø THRU- BOLTS W/ ¢ÅX6½X0'-4" WASHER TOP11/2"5"2 S7.2 (N) ½" PLYWOOD SHEATHING FAR SIDE ONLY ABOVE NEW BELFRY FLOOR. (E) 10X10 POST ¢Å"X3'-1½"X8" CENTERED ON BEAM 18-É"ØX6" LAGS (2-ROWS) ¢½" CAP WITH LONGITUDIAL SLOTTED HOLES, FOR ADD'L INFO SEE 3 S7.1 BEAM, SEE PLANS 10" 11/2" TYP 5"11/2" TYP1'-6"9"4" EMBED (E) BRICK EXTERIOR WALL (N) STEEL BEAM, SEE PLAN ¢ÅX10"X1'-6" 8-½"Ø EPOXY ANCHORS Â TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:58 PMS7.2 16055 STEEL DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S7.2 1 BELL TOWER CORNER POST SUPPORT 1" = 1'-0"S7.2 2 SUPPORT BEAM CONNECTION BELFRY BEAM AND ROOF/ CEILING RIDGE 1" = 1'-0"S7.2 3 STEEL COLUMN TO WALL CONNECTION 1" = 1'-0"S7.2 4 STEEL BEAM TO WALL AND BELL TOWER CORNER POST 1" = 1'-0"S7.2 5 BELFRY BEAM RE-SUPPORT 1" = 1'-0"S7.2 6 BELFRY BEAM RE-SUPPORT 1" = 1'-0"S7.2 7 STEEL BEAM TO (E) BRICK 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department (N) POST (N) STUD WALL (N) SILL PLATE (E) SHEATHING (E) FLOOR JOISTS (N) BEAM, SEE PLAN SIMPSON A34 EA SIDE BLOCKING EA SIDE OF BEAM BLW POST SIMPSON BC CAP, OR EQUIV.(N) POST, SEE PLANS (N) STEEL COLUMN IN PERPENDICULAR WALL FINISH FLOOR, SEE ARCH FLOOR JOISTS AND HANGERS, SEE PLAN (N) BEAM, SEE PLAN SIMPSON BC6 CAP, TYP POSTS, SEE PLAN SHEATHING, SEE PLAN SIMPSON CCQ BASE (N) BEAM, SEE PLAN (N) POST PER PLAN, TYP CCQ CUT (E) BEAM AT POST LOCATION, HANG TO POST W/ SIMPSON HUC OR EQUIV. (E) RIM/BEAM SHIM RIM/BEAM TO HANGER AS REQ'D 31/2"13/4"1'-4" 11/2"3"8" (N) COLUMN (N) STUD WALL (N) SILL PLATE (E) SHEATHING (N) LVL BEAM/ RIM JOISTBLOCKING BLW POST BETWEEN JOISTS (N) ¢½" BASE É"ØX6" LAG SCREWS, TYP 4 S8.1 (N) COLUMN (E) STUD WALL (E) SILL PLATE (E) SHEATHING (E) RIM JOIST BLOCKING BLW POST BETWEEN JOISTS EA SIDE OF COL BASE BASE PLATE , SEE SIMPSON A34 EA SIDE (E) TOP PLATE (E) STUD WALL (N) POST, SEE PLANS SOLID BLOCKING BETWEEN POSTS (N) POST (E) STUD WALL (E) SILL PLATE (E) SHEATHING (E) RIM JOIST BLOCKING BLW POST BETWEEN JOISTS SIMPSON A34 EA SIDE (E) TOP PLATE (E) STUD WALL (N) POST, SEE PLANS SOLID BLOCKING BETWEEN POSTS SIMPSON A34 EA SIDE (N) LVL BEAM, SEE PLAN SIMPSON A34 @ 32" TOP & BOTT (E) SILL PLATE (E) TOP PLATE (E) STUD WALL TRIM BACK (E) JOISTS TO FACE OF STUD. PROVIDE SOLID BLOCKING BTWN STUDS (N) ½" PLYWOOD SHEATHING AROUND INTERIOR FACE OF CHOIR LOFT WALLS, TYP SPLICE SHEATHING AS REQ'D EDGE NAIL 10d @6", TYP (N) ½" PLYWOOD SHEATHING FROM (E) TOP PLATE ELEVATION TO ROOF 6 S0.3 VARIES(N) FLOOR JOIST, SEE PLANS (N) SHEATHING, SEE PLANS EDGE NAIL, 10d@6" SIMPSON U HANGER OR EQUIV. STEEL BEAM AND NAILERS, SEE PLANS AND (E) 10X6 POST TRIMMED TO NEW BASE ELEVATION 2-¼"ØX4½" SDS @16" OR EA STUD 2X8 SLOPING CEILING LEDGER (N) ½" PLYWOOD SHEATHING 600S200-54 CEILING JOISTS@16" SIMPSON SSC4.25 CONNECTOR, OR EQUIV.11/2"11/2"51/2" 6 S0.3 LVL LEDGER, FASTENED W/ 3-¼"∅X3½" SDS @ 16", (TYP AT JOIST BEARING) STEEL BEAM AND NAILERS, SEE PLANS AND DTT2Z TENSION TIE TOP AND BOTT AT EA GUARD RAIL POST. (EXTEND THRU MIN 2 JOIST BAYS MIN) GUARDRAIL POST (4X6 MIN) (N) SHEATHING, SEE PLANS EDGE NAIL, 10d@6" SIMPSON U HANGER OR EQUIV.11/2" TYPU.O.N.STEEL BEAM, SEE PLAN. PROVIDE WEB PACKING, SEE 6 S0.3 JOIST, SEE PLAN 10d@6", TYP SHEATHING, SEE PLAN LVL LEDGER, FASTENED W/ 3-¼"∅X3½" SDS @ 16", (TYP AT JOIST BEARING) SIMPSON U HGR OR EQUIV. AS REQ'D, TYP 11/2" TYPU.O.N.STEEL BEAM, SEE PLAN. PROVIDE TOP, BOTT, AND SIDE NAILERS, SEE 6 S0.3 LVL LEDGER, FASTENED W/ 3-¼"ØX3½" SDS @ 16", (TYP AT JOIST BEARING) SIMPSON U HGR OR EQUIV. AS REQ'D, TYP ¼"ØX3½" SDS @16" ¼"ØX2½" SDS @16" FOR TOP PLATE CONN TO NAILER 61/2"MIN(E) RAFTER (E) SHEATHING (E) SILL PLATE, V.I.F. SIMPSON ABU BASE OR EQUIV. PROVIDE WOOD OR STEEL SHIMS BELOW AS REQD. PROVIDE BLOCKING FOR ADJACENT 4 RAFTER BAYS. (N) LVL BEAM, SEE PLAN (E) BRICK EXTERIOR WALL TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:26:49 PMS8.1 16055 WOOD DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1 1/2" = 1'-0"S8.1 1 NEW WOOD POST IN (E) WALL 1 1/2" = 1'-0"S8.1 2 NEW STEEL COLUMN IN (E) WALL 1 1/2" = 1'-0"S8.1 3 RE-SUPPORT OF (E) BEAMS NEAR WEST STAIR 1 1/2" = 1'-0"S8.1 4 STEEL COLUMN ON WOOD SUPPORT 1 1/2" = 1'-0"S8.1 5 STEEL COLUMN ON WOOD SUPPORT W/ POST BELOW 1 1/2" = 1'-0"S8.1 6 WOOD POST ABOVE AND BELOW 1 1/2" = 1'-0"S8.1 7 SECTION AT RIM SUPPORT BEAM 1 1/2" = 1'-0"S8.1 8 NEW CEILING RIDGE AND CENTRAL BELFRY POST SUPPORT 1 1/2" = 1'-0"S8.1 9 CHOIR LOFT RAILING/POST 1 1/2" = 1'-0"S8.1 10 TYPICAL WOOD JOIST TO STEEL BEAM CONNECTION 1 1/2" = 1'-0"S8.1 11 STEEL BEAM IN WALL AT FLOOR EDGE 1 1/2" = 1'-0"S8.1 12 RIM SUPPORT BEAM AT TOP OF MASONRY WALL 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department 3 S8.2 4 S8.2 5 S8.2 EQ EQ WOOD & STEEL TRUSSES ARE SHOWN INDEPENDENTLY, SEE DETAIL 2 FOR STEEL TRUSS (N) Ë"Ø TIE-ROD BOLTED TOP & BOTT W/ Å"X4X4 WASHER. EA SIDE (E) TRUSS TOP CHORDS (E) THREADED ROD EA SIDE SYMMETRY (E) CABLE REPLACE (E) ROD W/ 1"Ø ROD, A572 Gr.50 (E) TRUSS BOTT CHORDS C6X REINF FOR EXISTING WEB 6 - 6 - SYMMETRY (N) WEB BRACES, TYP EA SIDE (E) WOOD TOP CHORDS (E) STEEL WEB AND BOTTOM CHORDS, TYP (E) ROOF PLY (E) 2X RAFTERS (E) GLULAM PURLIN (E) 4X PURLIN, WHERE OCCURS C6X8.2 W/ É"Ø THRU BOLTS @ 32" STAGGERED. SPAN TRUSS TO TRUSS AT LOCATIONS WHERE HVAC CONNECTION OCCURS (E) TRUSS TOP CHORD (E) BOTTOM WOOD CHORD (E) TOP WOOD CHORD (E) CONT 2X SPACERS EA SIDE 1"Ø THREADED ROD W/ ¢½" X 3Ë"Ø WASHER @ EA END (E) STEEL TRUSS WEB MEMBERS (E) BOTTOM WOOD CHORD (E) TOP WOOD CHORD C6X8.2 W/ É"Ø THRU BOLTS @ 16" STAGGERED (E) VERT ROD (E) 6X8 HORIZ WEB MEMBER A - A -6'-0" MAX3 0 .0 °8" CLRMIN(E) BOTTOM WOOD CHORD AT X- INTERSECTION UNDERSIDE OF TRUSS BOTTOM CHORD £2X2XÅ BRACE, (2) TOTAL CONNECTOR ¢ (E) TOP WOOD CHORD (E) STEEL TRUSS CHORDS (N) BRACE MEMBER (E) WOOD TRUSS CHORD ¼ 2 EA ANGLE, TYP SEE ARCH2X10 JOIST, SEE PLANS 2X8 JOIST, SEE PLANS ¾" SHEATHING, SEE PLANS HANGER, SEE PLANS EDGE NAIL TO BLOCKING, FASTEN BLOCKING W/ 16d @ 6" (E) 10X10 BEAM 2-2X10, OR EQUIV LVL. FASTEN TO (E) BEAM W/ 2-É"X6" LAGS @ 16". COUNTERSINK AS REQ'D EDGE NAIL TO BLKG WHERE REQ'D IN LIEU OF SILL (E) BELL SKID EDGE NAIL ¾" SHEATHING, SEE PLANS TM Structural design for fine architecture 99 Green Street, Third Floor San Francisco, California 94111 415 512 1301 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO.2/15/2017 7:27:03 PMS8.2 16055 WOOD DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"S8.2 1 (E) WOOD TRUSS ELEVATION 1/4" = 1'-0"S8.2 2 (E) STEEL TRUSS ELEVATION 1" = 1'-0"S8.2 3 PURLIN STRENGTHENING 1" = 1'-0"S8.2 4 TYPICAL TIE-ROD 1" = 1'-0"S8.2 5 WEB MEMBER STRENGTHENING 1" = 1'-0"S8.2 6 WEB MEMBER STRENGTHENING 1 1/2" = 1'-0"S8.2 7 BELFRY FLOOR FRAMING 1" = 1'-0"S8.2 8 NOT USED DD ADDENDUM 11.14.2016 50% CD 12.20.2016 PERMIT SET 01.12.2017 ISSUE: DATE: CD SET 02.15.2017 City of Aspen Received 6/19/17 Building Department DRF/SF/S14x1214øDUCTWORK LEGENDDESCRIPTIONROUNDRECTANGULARDUCT RISERDUCT DROP90° ELBOW DN.(NEGATIVE PRESSURE)90° ELBOW DN.(POSITIVE PRESSURE)90° ELBOW UP(NEGATIVE PRESSURE)90° ELBOW UP(POSITIVE PRESSURE)SIZE OR SHAPE TRANSITIONROUND FLEXIBLE DUCTCONNECTION90° RADIUS ELBOW90° MITERED ELBOWW/ TURNING VANES90° STRAIGHT TEE90° CONICAL TEE3DPLANPLAN3D45° BRANCH45° CONICAL BRANCH--COMBINATION FIRE ANDSMOKE DAMPERFIRE DAMPERSMOKE DAMPEROFFSET TO CHANGE ELEVATIOND = DROP R=RISEDUCT SIZE TAG:FIRST NUMBER = PLAN WIDTHMANUAL BALANCING DAMPERMOTORIZED DAMPERBACKDRAFT DAMPER--AAVAIR ADMITTANCE VALVEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAUTOAUTOMATICABVABOVEBCSBUILDING CONTROL SYSTEMBDDBACK DRAFT DAMPERBLDGBUILDINGBFGBELOW FINISHED GRADEBOPBOTTOM OF PIPE FROM FINISHED FLOORB/NBETWEENCCOMMONCACOMBUSTION AIRCCCONTROLS CONTRACTORCFMCUBIC FEET PER MINUTE (AIR FLOW RATE)CIPCAST IN PLACECLGCEILING (OR COOLING)CONCCONCRETECONDCONDENSATECONNCONNECT (OR CONNECTION)CONTR'RCONTRACTORCOCLEANOUTCOTGCLEANOUT TO GRADECWDOMESTIC COLD WATERDNDOWN(E)EXISTINGEATENTERING AIR TEMPERATUREECELECTRICAL CONTRACTOREXHEXHAUSTEWTENTERING WATER TEMPERATUREEAEXHAUST AIRPLAN ABBREVIATIONS PIPING DESIGNATIONSHYDRONIC PIPINGRS REFRIGERANT SOLUTIONRLHWS HEATING WATER SUPPLYHWR HEATING WATER RETURNGF GLYCOL FEEDSMS SNOWMELT SUPPLYSMR SNOWMELT RETURNPLUMBING PIPINGG NATURAL GASMG MEDIUM PRESSURE GASD DRAIN PIPEDOMESTIC COLD WATER (CW)DOMESTIC HOT WATER (HW)HOT WATER RECIRCULATION (HWC)FIRE LINEFPW PUMPED WASTEWWASTEVENTVGREASE WASTEGWGREASE VENTGVSTORM DRAINSTSTORM DRAIN OVERFLOWST(OF)SECONDARY DRAINSDSAND AND OIL WASTESOBDDBDDFIXTURE CONNECTION SCHEDULEWCWATER CLOSET (FLUSH VALVE)ABBREV.-HW1"CW4"WASTE2"VENTNOTES:1.2.3.4.5.6.7.8.9.WATER CLOSET (FLUSH TANK)URINAL (BLOWOUT)URINAL (WASHDOWN)URINAL (WATERLESS)LAVATORYHAND SINKSERVICE SINKMOP SERVICE BASINDRINKING FOUNTAIN / E.W.C.KITCHEN SINK W/ OR W/O DISPOSERBATHTUB / SHOWERCLOTHES WASHER ROUGH-INDISH MACHINE ROUGH-INDISHWASHER ROUGH-INBAR SINKFLOOR SINKFLOOR DRAINTROUGH DRAINWORK SINKHOSE BIBWCT - 1/2" 4" 2"UR 1" 2" 1-1/2"UR 3/4" 2" 1-1/2"UR - 2" 1-1/2"LAV 1/2" 1-1/2" 1-1/2"HS 1-1/2" 1-1/2"SS 3" 2"MSB 3/4" 3" 2"DF - 1/2"KS 1/2" 1/2" 2"SH 3/4" 3/4" 2"CW 1/2" 1/2" 2"DMDWBSFSFDTDWSHB---1/2"1/2"1/2"3/4"1/2"1/2"1-1/2" 1-1/2"1-1/2"1-1/2"1-1/2"-1/2"1/2" 1/2"3/4" 3/4" 2" 1-1/2"2" 1-1/2"1-1/2"1-1/2"---------3/4"3/4"3/4"3"3"2"2"2"2"1-1/2"1-1/2"SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. LARGER SIZESMAY BE INDICATED ON PLANS WHERE REQUIRED.MINIMUM DOMESTIC PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4".RE: MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INDIRECT WASTESIZES.WASTE AND VENT SIZES SHOWN ABOVE APPLY TO INDIVIDUAL VENTING ONLY.WHERE ALLOWED, INDIVIDUAL VENT CONNECTIONS MAY BE OMITTED OR SIZESMAY VARY WHEN CIRCUIT VENTS, COMMON VENTS, WASTE STACK VENTS,WET VENTS, OR COMBINATION DRAIN AND VENT SYSTEMS ARE USED. PRIORAPPROVAL FROM THE ENGINEER IS REQUIRED TO USE THESE ALTERNATIVEVENTING METHODS.PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS AND FLOOR SINKS NOTLOCATED IN FOOD SERVICE AREAS.MINIMUM SIZE FOR WASTE AND VENT PIPING BENEATH SLAB IS 2".ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJECT.REFER TO APPLIANCE SCHEDULES (BY OTHERS) FOR ADDITIONAL PLUMBINGFIXTURE CONNECTIONS SUCH AS INST-HOTS, COFFEE MAKERS, AND GARBAGEDISPOSALS.PROVIDE ICE MAKER BOX ROUGH IN W/ 1/2"CW CONNECTION FOR ALLREFRIGERATOR LOCATIONS.-PLAN SYMBOLSCONTROL PANEL/RADIANT MANIFOLDT---P---SHCOPEPOCO2SPCARBON DIOXIDE SENSORCARBON MONOXIDE SENSORFIRE RISERDIAGRAM CONTINUATION REFERENCEPLUMBING RISERHEATING WATER RISERTHERMOSTATHVAC RISERPOINT OF NEW CONNECTIONDUCT STATIC PRESSURE SENSORROOM PRESSURE SENSORHUMIDISTATREMOTE TEMPERATURE SENSOREMERGENCY POWER OFF SWITCHACCESS PANELSNOWMELT MANIFOLDSECTION CUT LETTER/SHEET SHOWN ONPOINT OF DISCONNECTIONA15012x6XFR12x6TYPE OF AIR DEVICERE: GRD SCHEDULE.AIR DEVICEDESIGNATION KEY# = AIR QUANTITY(CFM)CA = COMB. AIROSA = OUTSIDE AIRRET = RETURNEXH = EXHAUSTXFR = TRANSFERSIZE (INCHES) OR MINIMUMFREE AREA REQUIRED INSQUARE FEETINDICATES AIR INLET DEVICEREFERENCE SAMPLERE: B/M400 FFINOTES1.2.FFI = FOR FURTHER INFORMATIONFCT = FOR CONTINUATIONSHEET NUMBERDRAWING NUMBER ORDIAGRAM LETTERREFER TO:ALL SYMBOLS, ABBREVIATIONS, AND DESIGNATIONS ONLEGEND SHEET ARE NOT NECESSARILY USED ON THISPROJECT.THIS DRAWING SET CONSISTS OF DATA GENERATED, IN PART,BY OTHER PARTIES. NOT ALL SYMBOLOGIES AND NOTATIONCONVENTIONS OCCURRING IN THIS DRAWING SET ARENECESSARILY DEFINED ON THESE LEGENDS. CONSULT THEENGINEER IN THE EVENT SYMBOLOGY OR NOTATIONINTERPRETATION IS REQUIRED.NOTE:FOR STANDARD MODULE SIZEREGISTERS, SIZE GIVEN IS NECK SIZE.REFER TO GRD SCHEDULE FORMODULE SIZE.BFBOFURNISHED BY OWNERFCOFLOOR CLEANOUTFCTFOR CONTINUATIONFFIFOR FURTHER INFORMATIONGCGENERAL CONTRACTORGHXGROUND HEAT EXCHANGERGPMGALLONS PER MINUTE (WATER FLOW RATE)HPHORSE POWERHWDOMESTIC HOT WATERLATLEAVING AIR TEMPERATURELFLINEAR FOOTLWTLEAVING WATER TEMPERATUREMCMECHANICAL CONTRACTORMFGMANUFACTURERMODMOTOR OPERATED DAMPER(N)NEWNCNORMALLY CLOSEDNECNATIONAL ELECTRIC CODENICNOT IN CONTRACTNONORMALLY OPENKWKILOWATTSOAOUTSIDE AIROBDOPPOSED BLADE VOLUME DAMPEROCON CENTEROSAOUTSIDE AIRRARETURN AIRREQ'DREQUIREDREQ'MTSREQUIREMENTSSASUPPLY AIRSFSQUARE FOOT (FEET)SPSTATIC PRESSURESSSTAINLESS STEELTATHROW-AWAY (OR TRANSFER AIR)TYPTYPICALUNOUNLESS NOTED OTHERWISEVTRVENT THROUGH ROOFW/WITHW/OWITHOUTRE:REFER TO:WCOWALL CLEANOUTXFRTRANSFERFSDCOMBINATION FIRE/SMOKE DAMPERFACPFIRE ALARM CONTROL PANELFAFREE AREASH B W HFSPRESSURE REDUCING VALVESHOCK ABSORBERSTRAINER W/ BLOW-OFF VALVEROOF DRAINSAFETY RELIEF VALVEFLOOR DRAINFLOOR SINKHORIZONTAL CLEANOUTVACUUM BREAKERVERTICAL CLEANOUTPRESSURE GAUGE W/ PIG TAIL & COCKTHERMOMETERPRESSURE - TEMP. TAPAIR VENTPIPE ANCHORFLEXIBLE CONNECTORPIPE EXPANSION JOINTPIPE UNIONDOUBLE CHECK BACKFLOW PREVENTERPUMP & EQUIPMENT CONNECTORTEMPERATURE CONTROL VALVE (2-WAY)DRAIN VALVE W/ HOSE ENDPLUG VALVE IN RISERFLOW BALANCING VALVEGATE OR GLOBE VALVE IN RISERFLOW CONTROL VALVEBALL VALVEPLUG OR BALANCING VALVECHECK VALVEGLOBE VALVEBUTTERFLY VALVEVENTURI/FLOW INDICATORTEMPERATURE CONTROL VALVE (3-WAY)SOLENOID VALVE90° ELBOW UPTEE UPTEE DOWNPIPING SYMBOLS90° ELBOW DNSHUT OFF (BALL, GATE, BUTTERFLY)FLOW SWITCHHOSE BIBB or WALL HYDRANTTEMPERATURE CONTROLLER OR SENSORSTEAM TRAP TEST CHAMBERSTEAM TRAP:FT-FLOAT & THERMOSTATICTD-THERMODYNAMICIB-INVERTED BUCKETTS-THERMOSTATICBP-BALANCED PRESSURETCEQUIPMENT ABBREVIATIONSAIR HANDLING UNITAHUAIR SEPARATORASBOILER (HOT WATER)BBASE BOARDBBBUFFER TANKBTCONSTANT VOLUME BOXCVDISHWASHER EXHAUST FANDEFELECTRIC BASEBOARD HEATEREBHFURNACEFFAN COILFCFAN POWERED BOXFPGLYCOL FEEDERGFHUMIDIFIERHC HEATING COILHP HEAT PUMPHX HEAT EXCHANGERKITCHEN EXHAUST FANKEFMAKE-UP AIR UNITMAUMOTOR CONTROL CENTERMCCMIXING VALVEMVPUMP (SEE PIPING LEGEND FOR DETAILS)PRETURN (OR RELIEF) AIR FANRFRADIANT ZONERZSNOWMELT AREASASUMP BASINSBSUPPLY FANSFSTORAGE TANKSTTHERMOSTATIC MIXING VALVETMVUNIT HEATERUHVARIABLE VOLUME BOXVVWATER HEATERWHHCHILLERCHCOOLING COILCCCIRC PUMPCPCABINET UNIT HEATERCUHCOOLING TOWERCTDUCT COILDCELECTRIC WATER HEATEREWHEVAPORATIVE COOLING UNITECUENERGY RECOVERY UNITERUEXHAUST FANEFEXPANSION TANKETVARIABLE VOLUME BOX W/ REHEATVRHWCHOT WATER RECIRCULATIONREFRIGERANT LIQUID4ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:33 PMM0.0MECHANICALCOVER SHEETST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOMECHANICAL SHEET INDEX#TITLEISSUE LOG 50% DD - 10.11.2016 100% DD - 11.14.2016 50% CD's - 12.20.2016 PERMIT DRAWINGS - 01.12.17 100% CD - 02.15.2017M0.0 MECHANICAL COVER SHEET √ √ √ √ √M0.1 MECHANICAL SCHEDULES √ √ √ √ √M0.2 MECHANICAL SCHEDULES √ √ √ √ √M2.0 SITE MECHANICAL PLAN √ √ √ √M2.1 BASEMENT LEVEL DEMOLITION MECHANICAL PLAN √ √ √ √ √M2.2 MAIN LEVEL DEMOLITION MECHANICAL PLAN √ √ √ √ √M2.3 SANCTUARY LEVEL DEMOLITION MECHANICAL PLAN √ √ √ √ √M2.4 BASEMENT LEVEL MECHANICAL PLAN √ √ √ √ √M2.5 MAIN LEVEL MECHANICAL PLAN √ √ √ √ √M2.6 SANCTUARY LEVEL MECHANICAL PLAN √ √ √ √ √M2.7 CHOIR LOFT & BELFRY LEVEL MECHANICAL PLAN √ √ √ √ √M4.0 MECHANICAL DIAGRAMS √ √ √ √ √M5.0 PIPING DIAGRAMS & CONTROL SCHEMATICS √ √ √ √M5.1 MECHANICAL CONTROLS √ √ √ √P2.2 MAIN LEVEL DEMOLITION PLUMBING PLAN √ √ √ √P2.3 SANCTUARY LEVEL DEMOLITION PLUMBING PLAN √ √ √ √P2.4 BASEMENT LEVEL PIPING PLAN √ √ √ √P2.5 MAIN LEVEL PLUMBING PLAN √ √ √ √ √P2.6 SANCTUARY LEVEL PLUMBING PLAN √ √ √ √P4.0 PLUMBING DIAGRAMS AND ISOMETRIC √ √ √ √ √PROJECT ALTITUDEABOVE SEA LEVEL8,000'GENERAL NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.These drawing notes accompany the published construction document specification book (Project Manual).All work of all trades must be in strict compliance, or exceed the minimum material and method requirements of the 2015 version of the InternationalBuilding, Mechanical, Plumbing, Energy Conservation, and Fire Codes and the 2014 National Electrical Code, most current NFPA, all local ordinances andamendments and manufacturer’s installation recommendations. If a conflict between those publications exists, the most stringent requirement shall apply.Do not scale drawings. Verify dimensions in field prior to commencement of work. Refer to architectural drawings for all dimensions.All subcontractors shall be licensed, experienced, and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in aresponsible manner with established construction sequence, shall recognize the priority of the construction documents, and shall inform the primecontractor of potential problems when the construction documents are unclear or inconsistent.Inasmuch as design for remodel and/or rehabilitation requires that certain assumptions be made regarding [existing] conditions, and because some of theseassumptions cannot be verified without destroying otherwise adequate or serviceable portions of the building, the Engineer cannot assure the Owner or thecontractor that the professional consulting services herein encompass all contingencies. Field coordination during construction is imperative. Makereasonable allowances for unseen conditions.The existing building will be occupied by the Owner during construction. Continued operation of the facility shall not be hindered by this work. Account forall additional costs which may be incurred due to the difficulty of working over and around employees, furniture, equipment, etc.; and due to the hours of theday in which an area may be accessible when compiling his bid.Be responsible to field verify existing equipment or ductwork remaining to be connected to new or existing systems. Provide ductwork, piping, controls,diffusers, etc., as required to restore continuity of system (s), or to make new work meet existing conditions, whether indicated or not.Provide mechanical demolition as required. Refer to architectural demolition drawings for location and extent of demolition required. Visit site prior to bid todetermine extent of work involved. Existing fixtures, mechanical equipment, etc., being removed shall be returned to the Owner. Dispose of all removedpiping, ductwork, etc. unless noted otherwise. Pipes, ductwork, equipment, etc. To be removed, are shown hatched, unless otherwise noted.Verify exact locations of existing underground utilities, piping, and raceway systems prior to trenching. Contractor shall obtain and verify exact utilitycompany drawings and requirements.All ductwork, diffusers, piping, fixtures, and equipment shown in light line weight is existing, new indicated by heavier line weight, except where noted.Pipes, ductwork, equipment, etc. o be removed, are shown hatched.Offset piping, ductwork, etc. As necessary to accommodate structure, beams, and columns, and existing equipment.All existing support rods and straps now supporting ducts, pipes, air tubing, electrical conduit, etc. that are removed to allow room for installation of [new]equipment shall be relocated and reinstalled, or replaced if damaged.All “capped” sanitary and vent lines shall be reconnected or re-routed as necessary to prevent “dead-ends” in the piping. All piping shall drain to activesanitary waste lines and all branches with traps shall be adequately vented.Work shall be performed in a workmanlike manner to the satisfaction of the architect, Owner, and Engineer.Submittals shall include, but not be limited to: equipment, fixtures, insulation, diffusers, pumps, fans, piping, valves, boilers, furnaces, controls, and fireprotection.Provide necessary trenching, backfill, excavation, supports, sawcutting and patching, concrete/paving, etc., as required. Backfill trenches in 6” layers andto 90% compaction and patch to match existing grade.Provide 4” high concrete equipment pads beneath floor mounted mechanical equipment, in addition to any base assemblies required or recommended bythe manufacturer.See architectural reflected ceiling plan for all ceiling penetrations and air device locations.Coordinate architectural, structural, mechanical, fire protection, electrical, landscaping, and interior design drawings prior to installation.Mount all stats at 48” AFF In “accessible” areas, 4’6” AFF In other areas, unless noted otherwise. Coordinate location with wall finish, and to avoidcasework, furniture, door swings, heat sources, and exterior walls. Notify Engineer of any conflicts prior to beginning thermostat installation.Full test and balance required. Refer to specifications, section 230010 FFI.ISSUE LOG KEY:'√ ' ISSUED AS PART OF SET' ' NOT PART OF SET' * ' ISSUED FOR INFORMATION ONLYCity of Aspen Received 6/19/17Building Department RADIANT MANIFOLD SCHEDULEZONE DESCRIPTIONAREA(SQ. FT.)GPMESTIMATED #OF LOOPSLOOPSPACING @EXT.WALLMAX LOOPPRESSURELOSS(FT H2O)FLOORCOVERINGACCESSORIES REMARKSRZ-1WESTSANCTUARYPERIMETER270 0.5 3 6 0.6 CARPET, TILE - -RZ-2EASTSANCTUARYPERIMETER270 0.5 3 6 0.6 CARPET, TILE - --------- - -MANUFACTURERS: *GENERAL NOTES:A:B:BOILER SCHEDULEMARK SERVICEBOILERTYPEFUELTYPETURNDOWNRATIOHEATING CAPACITYL.W.T.(°F)E.W.T.(°F)BURNERVENTTYPEMANUFACTURER*& MODEL #ACCESSORIES REMARKSINPUT@ S.L.(MBH)OUTPUT@ ALT.MINIMUMA.F.U.E.HPVOLT/PHB-1BLDGHEAT,SNOWMELT,DHWCONDENSINGNATURALGAS5:1 600 456 95 130 11015 ACIRCUIT120/1 IVTRIANGLE TUBEKS-600CONDENSATENEUTRALIZER-- - - - - - - - ----- - - -MANUFACTURERS: * LOCHINVAR, PATTERSON KELLY, VIESSMANN OR BUDERUSGENERAL NOTES:A: EQUIPPED FOR HIGH ALTITUDE OPERATION; 30% P.G. HEATING WATERB:HEAT EXCHANGER SCHEDULEMARK SERVICE TYPE SIDE GPM FLUIDE.W.T.(°F)L.W.T.(°F)MAXPRESSUREDROP (PSI)FOULINGFACTORHEATTRANSFER(MBH)MANUFACTURER* &MODEL #ACCESSORIES REMARKSHX-1 SNOWMELTBRAZEDPLATEHOT 23 30% P.G. 130 110 1.20.0001 217TACOTFP10X20L-20(1-1/2"TMPT)--COLD 16 50% P.G. 70 100 0.6---HOT---- ------COLD---- -MANUFACTURERS: * B&G, PATTERSON-KELLY, TACO, TRANTERGENERAL NOTES:A:B:PUMP SCHEDULEMARK SERVICE TYPE GPM TDH (FT) FLUIDMOTORMANUFACTURER* & MODEL #ACCESSORIES REMARKSHP(WATT)VOLT/PHP-1BOILERINJECTIONINLINE 58 52 30% P.G. 1-1/2 208/1GRUNDFOSTP 40-240--P-2HEATINGWATERCIRCINLINE 55 25 30% P.G. (442) 208/1GRUNDFOSMAGNA3 40-120INTEGRAL VFD -P-3WATERHEATERCIRCINLINE 28 31 30% P.G. 3/4 120/1GRUNDFOSUPS 32-160/2- SPEED 2P-4DHWRECIRCINLINE 5 8 WATER 1/25 120/1GRUNDFOSUP 15-18 B7--P-5SNOWMELTCIRCINLINE 16 26 50% P.G. 1/2 120/1GRUNDFOSUPS 26-150- SPEED 2----- --- - - ------ --- - - ------ --- - - -MANUFACTURERS: * B&G, GRUNDFOS, TACO OR AURORA EQUIVALENTGENERAL NOTES:A:MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULEMARK SERVICE TYPE CAPACITYELECTRICALMANUFACTURER* & MODEL #ACCESSORIES REMARKSHPVOLT/PHGF-1HWS/R,SMS/RGLYCOLFEEDER6 GAL15 ACIRCUIT120/1AXIOMMF-200- 2 QTY TOTAL--- --- - - ---- --- - - -MANUFACTURERS: *GENERAL NOTES:A:WATER HEATER SCHEDULEMARK SERVICE TYPE SIDE GPM FLUIDE.W.T.(°F)L.W.T.(°F)MAXPRESSUREDROP(FT H2O)STORAGECAPACITY(GAL.)TANKDIMENSIONSL x DMANUFACTURER* &MODEL #ACCESSORIES REMARKSWH-1 DHW INDIRECTHOT 28 30% P.G. 145 110 2.5120 72x32TRIANGLE TUBESMART 120--COLD - WATER 40 120 ----HOT---- --- - -COLD---- -MANUFACTURERS: *GENERAL NOTES:A:B:SNOWMELT MANIFOLD SCHEDULEZONE DESCRIPTIONAPPROXAREA(SQ. FT.)GPMESTIMATED #OF LOOPSMAX LOOPPRESSURELOSS(FT H2O)ACCESSORIES REMARKSSZ-1COURTYARDSIDEWALKS385 4.2 3 6.0 - -SZ-2FRONTSIDEWALKS &ENTRY1064 12 7 9.6SLAB TEMP/MOISTURESENSOR------ - - -MANUFACTURERS: *GENERAL NOTES:A: CONFIRM FINAL LOCATION OF SLAB SENSOR WITH ARCHITECT AND ENGINEER PRIOR TO INSTALL.B:PLUMBING FIXTURE SCHEDULESYMBOL TYPE A.D.A. FINISHMANUFACTURER*& MODEL #FAUCET TRIM MFR.* &MODEL #ACCESSORIES REMARKSFLOOR DRAIN -POLISHEDNICKELBRONZEZURNZ415-B- TRAP PRIMER -WALL HYDRANT -POLISHEDBRONZEZURNZ1334-C-INTEGRAL BACKFLOWPREVENTERKEYED OPERATION;AUTOMATIC DRAININGDRINKINGFOUNTAINYES BRONZEELKAYEDFPBV117C-WALL HANGERMPW200;SUPPORT LEGS ML100TWO-LEVEL FOUNTAIN;VANDAL-RESISTANTLAVATORY YESBRUSHEDNICKEL;DUNEKOHLERK-2339DANZEFAIRMONT D304140THERMOSTATICMIXINGVALVE1.2 GPMWATER CLOSET YES DUNEKOHLERK-3817-TOILET SEAT K-4650;BRUSHED NICKELLEVER1.28 GPFURINAL NOCHROME;WHITEKOHLERK-4989-RSLOAN195-0.125 ES-SWALL CARRIERHARD-WIRED AUTO SENSOR;0.125 GPFVESTINGSACRARIUMSINKYESCHROME;STAINLESSSTEELINSTITUTIONAL GROUPCH-2233-A-GR-_DELTA26C3944-A.1.5 GPM AERATORVESTINGSINKYESCHROME;STAINLESSSTEELKOHLERK-3325-HCFDELTA26C3944-UNDERMOUNT SINK;1.5 GPM AERATOR--- - - - -MANUFACTURERS:FIXTURE: AMERICAN STANDARD, UNIVERSAL RUNDLE, FIAT STERN WILLIAMSFAUCET: SPEAKMAN, DELTA, AMERICAN STANDARD, CHICAGODRAIN: JOSAM, WADE SMITHGENERAL NOTES:A:SACRARIUM BOWL DRAINED TO GRADE; REGULAR BOWL DRAINED TO BUILDING WASTE. CUSTOM PUNCH SINK FOR APPROPRIATE FAUCET HOLECONFIGURATION.B:P1P2P3P4P5P6P7P8P9AIR COOLED CONDENSING UNIT SCHEDULEMARKMATCHEDSYSTEMDUTYCAPACITY(TONS)HOT GASBYPASSCAPACITYAMBIENTTEMP.DB (°F)LOWAMB.CONTROL(°F)ELECTRICALSOUND POWER LEVEL (dB re. 10-12 WATT)APPROX. OPER. WEIGHT (LBS)EERMANUFACTURER* & MODEL #ACCESSORIES REMARKSMCAVOLT/PHMOCP63 HZ125HZ250HZ500HZ1000 HZ2000 HZ4000 HZ8000HZCU-1 &2AHU-1 & 2 10 N/A 95NOTREQUIRED39 208/3 60 87 82 86 80 77 75 69 66 490 13.4CARRIER38AUZB012ALL APPLY ALL APPLY- - - - - - ---- ----- - - - - -MANUFACTURERS: * CARRIER, McQUAY, TRANE, YORK, LENNOXGENERAL NOTES:A: HAIL GUARD C: POWERED CONVENIENCE OUTLET E: CAPACITY STATED AT PROJECT ALTITUDE G:B: FILTER DRIER D: SINGLE CIRCUIT; DUAL STAGE F: VIBRATION ISOLATION PER SPECIFICATIONS H:4444ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:34 PMM0.1MECHANICALSCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOALL STARTERS AND VFD'S FOR MECHANICALEQUIPMENT SHALL BE FURNISHED UNDERTHIS CONTRACT AND SET IN PLACE ANDWIRED BY EC. EACH SHALL BE OF ONEMANUFACTURER OR AVAILABLE THROUGHONE MANUFACTURER TO FACILITATE EASEOF MAINTENANCE.NOT ALL EQUIPMENT REQUIRED UNDERTHIS CONTRACT IS NECESSARILY SPECIFIEDON THE SCHEDULE SHEETS. PLAN &DIAGRAM NOTATIONS AND PROJECT MANUALCONTAIN EQUIPMENT SPECIFICATIONS ASWELL.(ASHRAE 90.1-2004 & 2007)MECHANICAL EQUIPMENT THAT IS NOTCOVERED BY THE U.S. NATIONAL APPLIANCEENERGY CONSERVATION ACT (NAECA) OF1987 SHALL CARRY A PERMANENT LABELINSTALLED BY THE MANUFACTURERSTATING THAT THE EQUIPMENT COMPLIESWITH THE REQUIREMENTS OF STANDARD90.1.(ASHRAE 62.1)ALL AIR MOVING EQUIPMENT SUBJECT TOTHE SCOPE OF ASHRAE 62.1 AND SHALLCOMPLY WITH CONSTRUCTION REQ'MTSTHEREIN.NOT ALL CAPACITIES, CHARACTERISTICS,AND CONSTRUCTION FEATURES REQUIREDARE NECESSARILY INDICATED IN THEEQUIPMENT SCHEDULES. RE: PLANS ANDSPECIFICATIONS FOR ADDITIONAL REQ'MTS.CAPACITIES, CHARACTERISTICS, ANDCONSTRUCTION FEATURES OF THESCHEDULED EQUIPMENT ARE HEREBYINCORPORATED INTO THE PROJECTREQUIREMENTS. EQUIVALENT PRODUCTSPERFORMANCE AND CONSTRUCTIONFEATURES SHALL MEET OR EXCEED THATOF THE SPECIFIED EQUIPMENT WHETHERSCHEDULED OR NOT.NOT ALL EQUIPMENT AVAILABLE FROMLISTED "EQUIVALENT" MANUFACTURERSLISTED IS NECESSARILY EQUIVALENT TOTHE BASIS OF DESIGN EQUIPMENTSPECIFIED. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY COSTS,RESULTANT CHANGES TO OTHER DIVISIONS,AND SPATIAL REQ'MTS FOR EQUIPMENTOTHER THAN SCHEDULED.1.2.3.4.5.6.7.SCHEDULE NOTES:City of Aspen Received 6/19/17Building Department GRILLE, REGISTER, DIFFUSER & LOUVERSYMBOL USE PATTERN FINISHMANUFACTURER* & MODEL #ACCESSORIES REMARKSFLOORSUPPLY/RETURNBAR GRILLEANODIZEDALUMINUMTITUSCT-PP-0-- WALL-MOUNTEDSUPPLYLOUVEREDSUPPLYGRILLESTD.WHITETITUS271FL--WALL-MOUNTEDRETURNLOUVEREDRETURNGRILLESTD.WHITETITUS23RL--CEILINGSUPPLY/RETURNLINEAR SLOTBLACKINTERIORTITUSFLMUD-IN FRAME TYPEA., B.RE: PLANS FORSLOT SIZESFLOOR &WALLSUPPLY &RETURNCUSTOMSCROLLGRILLERE: ARCH REGGIO -FREE AREAREQUIRED NOTEDON PLANSEXTERIORLOUVERDRAINABLESTATIONARYSTDRUSKINELF6375DX--MANUFACTURERS:GRD KRUEGER, METALAIRE, TITUSLOUVER GREENHECK, L&D, RUSKINGENERAL NOTES:A: RETURN: JETTHROW. EXTERIOR WALL-ADJACENT SUPPLY: JETTHROW. INTERIOR SUPPLY: HIGHTHROW.B: ACTIVE LENGTH GIVEN ON PLAN. MATCH TOTAL LENGTH (ACTIVE+INACTIVE) TO ARCHITECTURAL FEATURES.ABCDEFAIR HANDLING UNIT SCHEDULEMARKAREASERVEDTYPEMIN.OUTSIDEAIR (CFM)AIR DELIVERY CAPACITY DX COOLING COIL PREHEAT COILSOUND POWER LEVEL (dB re. 10-12 WATT)VOLT/PHASEFILTERAPPROX.OPER.WEIGHT(LBS)MANUFACTURER*& MODEL #ACCESSORIES REMARKSSUPPLY FAN AIR CONDITIONS AIR CONDITIONS WATER CONDITIONS COILCFME.S.P. @ALT(IN W.C.)MOTOR(HP)E.A.T.DB/WB(°F)L.A.T.DB/WB(°F)TOTALMBHSENSIBLEMBHMAX.AIR P.D.(IN.)E.A.T.DB (°F)L.A.T.DB (°F)SENSIBLEMBHE.W.T.(°F)L.W.T.(°F)GPMMAX.WTRP.D. (FT.)MAX. AIRP.D.(IN.)LOCATION63HZ125 HZ250 HZ500 HZ1000HZ2000HZ4000HZ8000HZAHU-1NAVE,SANCTUARY(PERIMETER)VERT 1200 3800 1.14 5 81 /55 55 /46 79 79 0.51 41 85 133 130 112 16 2.8 0.2INLET 7875736268606255208/3FLATMERV 8PLEATED1565CARRIER39MN-08WRE: GENERAL NOTES -ALL APPLYALL APPLYDISCHARGE8985918185777874RADIATED 80 76 75 65 69 61 53 49AHU-2NAVE,SANCTUARY(INTERIOR)VERT 1200 3800 0.9 5 81 /55 55 /46 79 79 0.51 41 85 133 130 112 16 2.8 0.2INLET 7875736268606255208/3FLATMERV 8PLEATED1565CARRIER39MN-08WRE: GENERAL NOTES -ALL APPLYALL APPLYDISCHARGE8985918185777874RADIATED 80 76 75 65 69 61 53 49- - - - - - - - - - - - -- - --- - -INLET-- - - - -DISCHARGERADIATEDMANUFACTURERS: * TRANE, YORK, TEMPTROL, CARRIERGENERAL NOTES:A: DOUBLE WALL CONSTRUCTION WITH R-13 FOAM-INJECTED INSULATION D:FACTORY-MOUNTED STARTER AND DISCONNECT. G: DRAIN PAN HIGH-LEVEL ALARM; J: AHU-1: MFTR RA PLENUM. AHU-2: CUSTOM PLENUM. MOTORIZED DAMPER ON OSA DUCT, BALANCE DAMPER ON RA DUCT.B: HINGED, KEYLESS ACCESSE: 4" HOUSEKEEPING PAD. H: 2-ROW HEATING COIL, 6 ROW DX COOLING COIL. K: VIBRATION ISOLATION PER SPECIFICATIONS, RE: SECTION 230548 FFI.C: PROVIDE CUSTOM MIXING BOX WHERE NECESSARY FOR SPECIFIC DUCT SIZES REQUIRED. F: DRAIN PAN. I: SMOKE DETECTOR IN RA DUCT UPSTREAM OF OSA CONNECTION. L:EXHAUST FAN SCHEDULEMARK TYPEFANSOUND POWER (dB re. 10-12 WATT)MOTORMANUFACTURER* & MODEL #ACCESSORIESVENTILATIONRATECALCULATIONREMARKSCFM SONESESPHP/(WATT)VOLT/PHASE@ S.L.(IN WC)@ ALT(IN WC)63HZ125HZ250HZ500HZ1000HZ2000HZ4000HZ8000HZEF-1 CEILING 220 2.5 0.4 0.3 60 59 54 45 51 38 37 35 (73) 120/1COOKGC-520FAN SPEEDCONTROLLER;STEEL GRILLE3 WC OR UR x70 CFM PER WC-UR =210 CFM MINA., B.EF-2 INLINE 50 0.7 0.34 0.25 45 45 43 45 37 32 25 16 (30) 120/1COOKGN-142FAN SPEED CONROLLER2 PER x 5 CFM/PER +20FT² x 0.06 CFM/FT² =11.2 CFM MINA., B.EF-3 CEILING 120 1.2 0.27 0.2 61 58 48 42 37 32 30 30 (67) 120/1COOKGC-340FAN SPEEDCONTROLLER;STEEL GRILLE5300 FT² x 0.02CFM/FT² =106 CFM MINB.MANUFACTURERS: * ACME, COOK, GREENHECK, PANASONIC, PENNGENERAL NOTES:A: ESP ESTIMATED, MAY DIFFER DUE TO UNKNOWN DUCT ROUTING OR EXTERIOR TERMINATION. PROVIDE BALANCE DAMPER IN ASSOCIATED DUCT TO AID IN ACHIEVING REQUIRED PERFORMANCE POINT.B: VIBRATION ISOLATION PER SPECIFICATIONS, RE: SECTION 230050 FFI.UNIT AND CABINET HEATER SCHEDULE (HYDRONIC)MARK TYPEHEATING COIL ELECTRICALMANUFACTURER*& MODEL #ACCESSORIES REMARKSSENSIBLEMBHWATER CONDITIONS AIR CONDITIONSHP/(WATTS)VOLT/PHE.W.T.(°F)GPMMAX. WTR.P.D. (FT.)E.A.T(°F)L.A.T.(°F)CFMCUH-1 WALL 13.5 130 1.4 10.0 68 98 290 (26) 120/1JAGABZMW 055-145INTEGRALTHERMOSTAT21.7"H x 57.1"L x 5.12"DPROVIDE 36 W MFTR POWERSUPPLYCUH-2 WALL 4.1 130 0.5 1.0 68 98 100 (17) 120/1JAGABZMW 055-075INTEGRALTHERMOSTAT21.7"H x 29.5"L x 5.12"DPROVIDE 36 W MFTR POWERSUPPLYCUH-3KICKSPACE4.5 130 0.5 0.43 68 112 127 (66.8) 120/1BEACON-MORRISK-120A. -CUH-4FLOORRECESS2.0 130 0.5 0.03 68 9885 MAX;65 MIN- 120/1SMITH'SFL-100A., B. --- ---- -- - - -MANUFACTURERS: * BEACON MORRIS, TRANE, MCQUAY, MODINE EQUIVALENTGENERAL NOTES:A: REMOTE WALL-MOUNTED THERMOSTATB: REMOVABLE WALKING-RATED FLOOR GRILLEBASEBOARD RADIATOR SCHEDULEMARKBTUHPER L.F.@ S.L.BTUHPER L.F.@ ALTAVERAGEWATERTEMP. (°F)ENTERINGAIR TEMP.(°F)TUBESIZE(IN.)FINSIZE(IN.)ENCLOSURESIZE (IN.)H x WMANUFACTURER* & MODEL #ACCESSORIES REMARKSBB-1 - 312 120 68 N/A N/A 9" x 2-7/8"RUNTALTHERMOTOUCH-3F------ --- - - - -MANUFACTURERS: * STERLING, VULCAN, RUNTAL, JAGAGENERAL NOTES:A:B:SILENCERS SCHEDULEMARK TYPE SERVICELENGTH(IN)CFMMAXPRESSUREDROP W/OGRILLESINSERTION LOSS (dB re. 10-12 WATT)MANUFACTURE& MODEL #ACCESSORIES REMARKS63HZ125HZ250HZ500HZ1000HZ2000HZ4000HZ8000HZS-1STRAIGHTINLINEDISSIPATIVEAHU-1SUPPLY60 3800 0.05 3 6 1225211712 9VIBROACOUSTICS24x22 RD-HV-F4x60--S-2 ELBOWINLINEDISSIPATIVEAHU-1RETURN60 3800 0.15 6 11 21 34 38 33 23 18VIBROACOUSTICS14x48 RD-MV-F8x60--S-3ELBOWINLINEDISSIPATIVEAHU-2RETURN60 3800 0.1 3 7 14 26 20 15 11 8VIBROACOUSTICS16x24 RD-HV-F4x60--s-4STRAIGHTINLINEDISSIPATIVEAHU-2SUPPLY36 3800 0.03 2 5 9 13 14 11 9 7VIBROACOUSTICS26x24 RD-HV-F3x36--- - - - - - -------- - - -MANUFACTURERS: *GENERAL NOTES:A: INSERTION LOSS BASED ON 200 FPM FACE VELOCITY.B:FAN COIL SCHEDULE (HYDRONIC)MARK SERVICE TYPEFANSOUND POWER LEVEL (dB re. 10-12 WATT)HEATING COILFILTERAPPROX.OPER.WEIGHT(LBS)MANUFACTURER* & MODEL #ACCESSORIES REMARKSCFMO.S.A.CFMESP ELECTRICAL AIR CONDITIONS WATER CONDITIONS@ S.L.(IN WC)@ ALT(IN WC)HPVOLT/PHLOCATION125HZ250HZ500HZ1000HZ2000HZ4000HZ8000HZE.A.T.DB (°F)L.A.T.DB (°F)SENSIBLE MBHE.W.T.(°F)L.W.T.(°F)GPMMAX.WTRP.D.(FT.)FC-1MEETINGROOM101-105CEILINGHUNGHORIZ3200 550 0.8 0.6 1-1/2 208/1RADIATED 73 68 68 63 60 61 4653 90 94.5 130 110 9.8 52"PLEATEDMERV 8460CARRIER42BHE40RE: GENERALNOTES - ALLAPPLYALL APPLY;BOTTOM-ACCESSDISCHARGE 69 70 72 66 65 64 56FC-2THROUGH6NOT USEDFC-7 OFFICESCEILINGHUNGHORIZ1700 110 0.8 0.6 3/4 120/1RADIATED 69 67 58 57 53 47 4063 85 30.0 130 110 3.0 22"PLEATEDMERV 8280CARRIER42BHE16RE: GENERALNOTES - ALLAPPLYALL APPLY;ZONED;BOTTOM-ACCESSDISCHARGE 69 63 63 64 58 53 47FC-8 ENTRYAIRCURTAIN2752 - N/A N/A (2) 1/2 208/1 - - - - - - - - 65 100 77 130 110 9 2.4 - 250BERNERARC12-2072-B.- - - - - - - - - - ------- - - - - - - - - - - -- - - - - - - - - - ------- - - - - - - - - - - -MANUFACTURERS: * CARRIER, ENVIROTEC, MCQUAY, TRANEGENERAL NOTES:A: FULL ECONOMIZER CONTROL C: DOUBLE-WALL, INSULATED CONSTRUCTION.E. FACTORY-MOUNTED STARTER & DISCONNECT.B: VIBRATION ISOLATION PER SPECIFICATIONS, RE: SECTION 230050 FFI. D: TOOL-LESS, HINGED ACCESS. F.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:35 PMM0.2MECHANICALSCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOALL STARTERS AND VFD'S FOR MECHANICALEQUIPMENT SHALL BE FURNISHED UNDERTHIS CONTRACT AND SET IN PLACE ANDWIRED BY EC. EACH SHALL BE OF ONEMANUFACTURER OR AVAILABLE THROUGHONE MANUFACTURER TO FACILITATE EASEOF MAINTENANCE.NOT ALL EQUIPMENT REQUIRED UNDERTHIS CONTRACT IS NECESSARILY SPECIFIEDON THE SCHEDULE SHEETS. PLAN &DIAGRAM NOTATIONS AND PROJECT MANUALCONTAIN EQUIPMENT SPECIFICATIONS ASWELL.(ASHRAE 90.1-2004 & 2007)MECHANICAL EQUIPMENT THAT IS NOTCOVERED BY THE U.S. NATIONAL APPLIANCEENERGY CONSERVATION ACT (NAECA) OF1987 SHALL CARRY A PERMANENT LABELINSTALLED BY THE MANUFACTURERSTATING THAT THE EQUIPMENT COMPLIESWITH THE REQUIREMENTS OF STANDARD90.1.(ASHRAE 62.1)ALL AIR MOVING EQUIPMENT SUBJECT TOTHE SCOPE OF ASHRAE 62.1 AND SHALLCOMPLY WITH CONSTRUCTION REQ'MTSTHEREIN.NOT ALL CAPACITIES, CHARACTERISTICS,AND CONSTRUCTION FEATURES REQUIREDARE NECESSARILY INDICATED IN THEEQUIPMENT SCHEDULES. RE: PLANS ANDSPECIFICATIONS FOR ADDITIONAL REQ'MTS.CAPACITIES, CHARACTERISTICS, ANDCONSTRUCTION FEATURES OF THESCHEDULED EQUIPMENT ARE HEREBYINCORPORATED INTO THE PROJECTREQUIREMENTS. EQUIVALENT PRODUCTSPERFORMANCE AND CONSTRUCTIONFEATURES SHALL MEET OR EXCEED THATOF THE SPECIFIED EQUIPMENT WHETHERSCHEDULED OR NOT.NOT ALL EQUIPMENT AVAILABLE FROMLISTED "EQUIVALENT" MANUFACTURERSLISTED IS NECESSARILY EQUIVALENT TOTHE BASIS OF DESIGN EQUIPMENTSPECIFIED. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY COSTS,RESULTANT CHANGES TO OTHER DIVISIONS,AND SPATIAL REQ'MTS FOR EQUIPMENTOTHER THAN SCHEDULED.1.2.3.4.5.6.7.SCHEDULE NOTES:33444City of Aspen Received 6/19/17Building Department (E) 3" W EXIT PROVIDE PRICINGFOR DEMO OF 3" W MAIN FROMBLDG TO UTILITY MAIN.(N) COMBINED BOILER VENTTHROUGH (E) CHIMNEY, FASNSEALFLEX TYPE OR EQUIVALENT,ESTIMATED 14"ø MAX, TO BEFINALIZED WITH VENDORENGINEERED BREECHING DESIGN.(E) BOILER COMBUSTIONAIR INTAKE AREA WELL.TO REMAIN.(N) OSA INTAKE AREAWELL.SM ZONE 2SM ZONE 1SZ-2 MANIFOLD INLANDSCAPE BOX.(E) PAVEMENT AND TUBINGTO BE REUSED IF POSSIBLE.RE: ARCH FFI.AT DISCONNECT POINT, SAW-CUT PAVING, CUT ANDSPLICE (E) TUBING TO CREATE SHORTER LOOPS.(E) SM AREA SOUTH OF DISCONNECTION POINT TOBE DRAINED AND ABANDONED IN PLACE.(E) SZ-1 MANIFOLD BASEMENT, TO BEREPLACED WITH (N) MANIFOLD PIPING ANDVALVES, RE-CONNECTED TO (E) LOOPS.EXTENTS OF (E) SNOWMELT,ABONDONED IN PLACE.CU-1CU-2CU-1 & CU-2 LOCATED ONCONCRETE PADS, WITH ALLMFTR REQ'D CLEARANCES.RS/L LINES ROUTED BELOWGRADE PER MFRTINSTALLATION REQ'MTS, INTOBASEMENT CRAWLSPACE. RE:P2.4 FCT.4ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:36 PMM2.0SITEMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1/8" = 1'-0"SITE MECHANICAL PLANCity of Aspen Received 6/19/17Building Department ACEBD123456789ELEV EQUIP002STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACEELEV LOBBY001CRAWLSPACE(E) DX FAN COIL UNIT SERVINGOFFICES. DEMO UNIT AND ALLDUCTWORK.(E) WATER ENTRYTO REMAIN.(E) COMBUSTION AIR DUCTED TOBOILER ROOM, TERMINATING ~10"ABOVE FLOOR.(E) EXPANSION TANK.(E) BOILERSDEMO (E) SNOWMELTHX AND PUMPS.DEMO (E) RADIANTBASEBOARD ZONE VALVEBANKS.ESTIMATED (E)RADIANT ZONE.(E) EXPOSEDRADIANT FLOORPIPING MANIFOLDS.(E) (E) RADIANT BASEBOARDZONE VALVE BANKS.(E) WATER HEATER.(E) SM MANIFOLDS IN BASEMENT. FIELD-VERIFY WHICHMANIFOLDS SERVE WHICH AREAS OF (E) SNOWMELT.MEASURE CURRENT FLOW AND PD PRIOR TOCONSTRUCTION START. DRAIN AND CAP LOOPS ATMANIFOLD FOR LATER CONNECTION TO (N) MANIFOLD.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:38 PMM2.1BASEMENTLEVELDEMOLITIONMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"BASEMENT LEVEL DEMOLITION MECHANICALPLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:City of Aspen Received 6/19/17Building Department ACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111VEST.120MEETING RM101OFFICE122MEETING RM107ALL (E) BASEBOARDS,DIFFUSERS, EXHAUSTFANS, ETC. TO BEREMOVED, THIS AREA.(E) HOOD EXH.FAN.(E) BATH EXH FANS TOBE REMOVED. RETAINDUCT ROUTING FORFUTURE CONNECTION.(E) OSA INTAKE GRATEAT GRADE TO REMAIN.(E) HYDRONICBASEBOARD, TYP.(E) KITCHEN MAU SYSTEM TOREMAIN. PRIOR TO COMMENCINGANY CONSTRUCTION, MEASURE(E) HWS/R TEMP, FLOW AND PD AT(E) KITCHEN MAU, AND REPORTTO ENGINEER FOR REVIEW.ALL (E) KITCHEN EQUIPMENTAND APPLIANCES TO REMAIN.ESTIMATED (E)RADIANT ZONETO REMAIN.(E) CONDENSING UNIT.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:43 PMM2.2MAIN LEVELDEMOLITIONMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL DEMOLITION MECHANICAL PLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:City of Aspen Received 6/19/17Building Department ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209(E) BASEBOARDTO BE REMOVED.(E) RADIANT ZONE TO REMAINPENDING CONFIRMATION OFOXYGEN BARRIER-EQUIPPEDTUBING.(E) NAVE RADIANT ZONE TO BE DRAINEDAND ABONDONED IN PLACE IN ROOMCENTER, AND REMOVED AT PERIMETERWHERE (N) RADIANT ZONES ARE TO BEINSTALLED. RE: ARCH. FFI.(E) RADIANT MANIFOLD ANDACCESS DOOR.(E) RADIATOR TOBE REMOVED.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:46 PMM2.3SANCTUARYLEVELDEMOLITIONMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL DEMOLITION MECHANICALPLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:City of Aspen Received 6/19/17Building Department ELEV EQUIP002ACEBD123456789ELEV LOBBY001STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEB -1B -1WH-1SPACE FORHWS/RPUMPS. GF,ET, HX, ETC.SA & RA PLENUM BOX TOFLOOR GRILLE ABOVE,TYP.6"TYP.6"ø TYP.6"ø TYP.8"ø TYP.8"ø TYP.OSA INTAKE IN (N) AREA WELL.12x1222x12 SA12x10 SA12x10 SA12x1012x10 SABYPASSDAMPER.FIELD COORDINATE DUCT ANDPIPE ROUTING WITH ELECTRICALTO AVOID ROUTING ABOVEELECTRICAL PANELS.x920F32 324900BREACHED BOILER FLUE, SLOPED TODRAIN SECTION IN MECH. RM. PROVIDEENGINEERED SHOP DRAWINGS OF FLUEDESIGN FROM VENDOR.FLEXIBLE BOILER FLUE MATERIAL,FASNSEAL FLEX OR EQUIVALENT,THROUGH (E) CHIMNEY.(E) BOILER COMBUSTION AIRPATH AND DUCT TO REMAIN.(E) CRAWLSPACE VENILATIONTO REMAIN, TYP.6"ø TYP.12x1012x1012x1020x1226x1426x1226x1226x14FC -126x1810"ø TYP.432x1820x1232x188"ø TYP.8"ø TYP.2222222222222222220x1220x1220x12 OSA UP.44ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:55 PMM2.4BASEMENTLEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADORE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:SCALE: 3/16" = 1'-0"BASEMENT LEVEL MECHANICAL PLANFLAG NOTES:1WHERE BALANCE DAMPER IS LOCATED INCRAWLSPACE, PROVIDE WITH REMOTECABLE - OPERATION ACCESIBLE FROMASSOCIATED AIR DEVICE FACE IN MEETINGROOM ABOVE.City of Aspen Received 6/19/17Building Department ACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111MEETING RM101OFFICE122MEETING RM1070.7 SFFASUPPLY & RETUENFLOOR GRILLES, TYP.222222222222222221.08 SFFA1.29 SFFA1.1 SFFA320ETYP. 4OFFICE113MEN116HALL115OFFICE114OFFICE119RECEPT118VEST.120CONF RM1121FC -7EF -1EF -1x150B66FC -83312x1016x1216x1222x1412x10x400C14 610ø10øx380B12 610øx380B12 6x380B12 610ø10ø10ø10øx400B14 6x380B12 6x380B12 6x380B12 624x144444380ETYP. 5430ETYP. 3380ETYP. 536x16CUH -1CUH -2CUH -3CUH -2CUH -3CUH -3CUH -4CUH -4CUH -4CUH -4CUH -4CUH -4CUH -4CUH -4CUH -1TTTTTTTTTTTTTTTTTTTTTTTTTT11111118ø8øFIELD COORDINATE DUCTROUTING WITH ELECTRICAL TOAVOID ROUTING ABOVEELECTRICAL PANELS.TT1TT11518x12BDDBAROMETRIC DAMPERFC-7 MASTER CONTROLLERLOCATED IN RECEPTION AREA,COORDINATE EXACT PLACEMENTWITH OWNER AND ARCHITECT.STOR121CUH -4333334ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:05 PMM2.5MAIN LEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL MECHANICAL PLANRE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:FLAG NOTES:WALL-MOUNTED THERMOSTATADJACENT TO LIGHT SWITCH,COORDINATE EXACT LOCATION ANDAPPEARANCE WITH ARCHITECT.CUSTOM DECORATIVE GRILLE, EITHER(1) CONTINUOUS WITH MULTIPLE DUCTCONNECTIONS, OR MULTIPLEMATCHING CONNECTION QTY. BELOW.TBD IN ARCH. COORD.CONNECT (N) EF-1 TO (E) EXHAUSTDUCT, WITH BDD.DUCT ROUTED IN JOIST SPACE TODIFFUSER.PROVIDE CLEAR LOCKBOX COVER.12345City of Aspen Received 6/19/17Building Department 1ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING2091SA RISER FROM AHU-2,DN IN CHASE.SA DIFFUSERS INTEGRATED INSANCTUARY RISERS, TYP. 6.LINEAR SLOT CEILING SUPPLYDIFFUSERS, TYP., INTEGRATEDWITH ARCHITECTURAL CEILING.OPTION: PERIMETER RADIANTFLOOR HEATING ZONES.OPTION: PERIMETERRADIANT FLOORHEATING ZONES.9.0 SFFA3800E32x14 RA RISER FROMAHU-1, DN IN CHASE.TRNSITION TO 48x14 INCHASE PRIOR TO GRILLECONNECTION.RM-1RM-21900ETYP. 24.5 SFFABB -1BB -1RZ-1RZ-2x475D96 1TYP. 4x325D96 1TYP. 48ø18x1010"ø,TYP 8.10"ø,TYP 8.24x1224x1820x1822x20AHU -224x1224x228ø8ø8ø8ø8ø22x14CUH -1CUH -122x18 RA IN CHASE.24x26 RA DN IN CHASE.x50D12 14"ø EXH UP INSTUD SPACE.S -1S-1 (IN SA DUCT)S-2 SILENCER INVERTICAL RA DUCT INCHASE.S-3 SILENCER INVERTICAL RA DUCT INCHASE.20x18BOTTOM OF RA GRILLEFLUSH WITH FLOOR, TYP. 2RA DUCT UNDER STAGE TOBE UNLINED.18x10S200ETYP. 60.58 SFFATT10x810x88"ø,TYP 7.8"ø,TYP 7.SA DUCTS CONNECTEDTO 24x12 SA TRUNKUNDER STAGE.S2M2.63M2.7ø8ø8x325D96 1TYP. 4x475D96 1TYP. 4RE: 2/M2.7 FCT.20x18HEF -36øATTIC VENTILATION FAN MOUNTEDAT LOCATION ACCESSIBLE FROMATTIC WALKWAYHUMIDISTAT MOUNTED TOTRUSS AT LOCATIONACCESSIBLE FROM ATTIC WALKWAY, WITHIN SOUTH THIRD OFATTIC AREA TO AVOIDNORTHERN AREA SUSCEPTIBLETO OUTDOOR CONDITIONS ATBELFRY.3S -4TT444AHU -2S -3ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:18 PMM2.6SANCTUARYLEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"1SANCTUARY LEVEL MECHANICAL PLANRE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:FLAG NOTES:1ACOUSTIC IMPACTS OF CUSTOMGRILLE TO BE EVALUATED, EXACTSIZE, AND CONFIGURATION TBD.PROVIDE 20X30 ACCESS HATCHADJACENT TO AHU, LOCATED SOAS TO MAINTAIN 30X30 WORKINGSERVICE SPACE AT SERVICE SIDEOF AHU, PER 2015 IMC RQTS. RE:ARCH FFI.ACCESS PANEL TO BE FLUSH ANDTHE SAME MATERIAL ASSOUROUNDING SURFACE:FLANGELESS STYLE: WITH FINISHTEXTURE & COLOR MATCHED TOSURROUNDINGS. SUBMITPRODUCTFOR REVIEW & COORDWITH ARCHPRIOR TO PURCHASE &INSTALL. RE:ARCH&SPECIFICATIONS FFI.SCALE: NONE2AHU-2 ELEVATION12322333333City of Aspen Received 6/19/17Building Department DNACEBD89RA DUCT INARCH CHASE.EF -24"ø EXH UP.EF-2 IN ATTIC SPACEABOVE STAIRS.4"ø EXH DN.AHU -122x16OSA INTAKE ROUTED TOBELFRY LOUVERS, RE:M2.7 FCT.S -13M2.724X24 RELIEF AIR UP.RELIEF AIR PATHFOR FC-1 & 7ECONOMIZERMODE. RE:ARCHFFI.24x24CBD89EXH 5025005.75 SFFABUILD SHEET METAL PLENUMBOX ON BACK OF (E)HISTORICAL WOOD LOUVER.SIZE ASSUMING 50% NFA OF(E) LOUVER.BUILD SHEET METAL PLENUMBOX ON BACK OF (E)HISTORICAL WOOD LOUVER.SIZE ASSUMING 50% NFA OF(E) LOUVER.20x16RELIEFMOTORIZED RELIEFDAMPER IN VERTICALOF 20x16 DUCT.2400E5.7 SFFA0.3 SFFA5.75 SFFAEXH 500.3 SFFA3RELIEF9.8 SFFA4ROUTE DUCT INSPACE BETWEENFRAMING MEMBERS.S -2AHU -1S -1ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:22 PMM2.7CHOIR LOFT &BELFRY LEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADORE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:SCALE: 3/16" = 1'-0"1CHOIR LOFT LEVEL MECHANICAL PLANSCALE: 3/16" = 1'-0"2BELFRY LEVEL MECHANICAL PLANSCALE: 1/4" = 1'-0"3AHU-1 ELEVATION3FLAG NOTES:1ACOUSTIC IMPACTS OF CUSTOMGRILLE TO BE EVALUATED, EXACTSIZE, AND CONFIGURATION TBD.PROVIDE 20X30 ACCESS HATCHADJACENT TO AHU, LOCATED SOAS TO MAINTAIN 30X30 WORKINGSERVICE SPACE AT SERVICE SIDEOF AHU, PER 2015 IMC RQTS. RE:ARCH FFI.ACCESS PANEL TO BE FLUSH ANDTHE SAME MATERIAL ASSOUROUNDING SURFACE:FLANGELESS STYLE: WITH FINISHTEXTURE & COLOR MATCHED TOSURROUNDINGS. SUBMITPRODUCTFOR REVIEW & COORDWITH ARCHPRIOR TO PURCHASE &INSTALL. RE:ARCH&SPECIFICATIONS FFI.224City of Aspen Received 6/19/17Building Department AIR FLOWUSE DUCT SEALANT ORGASKETED FITTING ON HIGHVELOCITY DUCT.CONICAL SPIN-IN FITTING W/MANUAL DAMPER, HANDLE,& LOCK NUT.FLEX DUCT.WORM DRIVE S.S. CLAMP.NOTE:DIAGRAM FOR LOW & HIGH VELOCITYDUCTWORK EXCEPT UPSTREAM OFVAV BOXES. OMIT DAMPER & FLEXDUCT UPSTREAM OF VAV BOXES.NO SCALEROUND DUCT TAKE-OFF DIAGRAMA45° DUCT TAKE-OFF DIAGRAMNO SCALE45°WH1/4 OF "W" OR6" MINIMUM.ENDBEARING.SINGLE BLADE DAMPERIF H<8" OPPOSEDBLADE DAMPER IF H>=8"SEAL AIRTIGHT AROUNDENTIRE TAKE-OFF.BSUPPLY DIFFUSER REMOTE BALANCE DAMPER DIAGRAMNO SCALEINSULATED SUPPLYAIR PLENUM.24" STANDARD CABLEOR AS REQUIRED.ROUNDDAMPER.TAKE-OFF ASREQUIRED.PLENUMADJUSTABLEMOUNTING CLAMP.DIFFUSER.ADJUSTS WITH 1/4"NUTDIRVER, SPECIFYOPTIONAL SCREWDRIVERTIP IF LESS THAN 3/8"NON-ACCESSIBLE BRANCH DUCT DAMPERNOTE:CEILING DIFFUSER SHOWN.FLOOR DIFFUSER SIMILAR.DWALLDUCT SOUND CONTROL DIAGRAM(DUCT THRU WALL)NO SCALECAULK PENETRATION CONTINUOUSAROUND PERIMETER OF DUCT ONBOTH SIDES OF LEAD WOOL.DUCT.MINERAL FIBER; FILL CAVITYAROUND PERIMETER OF DUCT.EXTEND ACOUSTICAL DUCT WRAPBEYOND INSULATION. TAPE ENDSTO DUCT W/ CONTINUOUS SEALAROUND PERIMETER OF DUCT,TYP.SOUND ATTENUATOR(WHERE SHOWN ONPLANS.)DUCT WRAP OR EQUIV.LOADED VINYL ACOUSTICAL DUCT LAGGINGWITH FIBROUS GLASS SCRIM REINFORCEDALUMINUM FOIL FACING 1.0 LB/SF, 0.090" THICK.1" THICK QUILTED FIBERGLASS (0.2 LB/SF)DECOUPLER/ABSORBER TO FORM A TIGHTFITTING "FLOATING" NOISE BARRIER.WHERE REQUIRED R VALUE EXCEEDS R-4UTILIZE 2" THICK (0.04 LB/SF) DECOUPLERFOR R-8 TOTAL.E(ROOF OR FLOOR)DUCT SOUND CONTROL DIAGRAMNO SCALEDUCT.CAULK PENETRATION CONTINUOUSAROUND PERIMETER OF DUCT ONBOTH SIDES OF MINERAL FIBER.EXTEND ACOUSTICAL DUCT WRAPBEYOND INSULATION. TAPE ENDSTO DUCT WITH CONTINUOUS SEALAROUND PERIMETER OF DUCT,TYP.STRUCTURE (ROOF OR FLOOR).MINERAL FIBER; FILL CAVITYAROUND PERIMETER OFDUCT.PROVIDE EXTRA INSULATION ATCORNERS TO ENSURE THAT DUCTWRAPDOES NOT TOUCH DUCT.LOADED VINYL ACOUSTICAL DUCT LAGGINGWITH FIBROUS GLASS SCRIM REINFORCEDALUMINUM FOIL FACING 1.0 LB/SF, 0.090"THICK.1" THICK QUILTED FIBERGLASS (0.2 LB/SF)DECOUPLER/ABSORBER TO FORM ATIGHT FITTING "FLOATING" NOISEBARRIER. WHERE REQUIRED R VALUEEXCEEDS R-4 UTILIZE 2" THICK (0.04LB/SF) DECOUPLER FOR R-8 TOTAL.SOUND ATTENUATOR;WHERE SHOWN ON PLANS.RETURN AIR GRILLESOUND BOOT DIAGRAMNO SCALE22 GA. SHEET METALBOOT W/ 1" DUCTINSULATION. MINIMUMSIZE = 12x24.NO TURNINGVANES.RETURN GRILLE3'-0"SUPPORT FROMOVERHEADSTRUCTURE.CNO SCALEFLOOR SA/RA DIFFUSER/PLENUM DIAGRAMFLOOR SA OR RA DIFFUSER.SA PLENUM WITH 1/2" DUCT LINER. SAPLENUM SHALL BE 1/2" LARGER THAN SADIFFUSER IN ALL DIMENSIONS TOACCOUNT FOR DUCT LINER.ADDITIONAL ROUND SA OR RADUCTS AS NECESSARY.PROVIDE MINIMUM 3FT AND MAXIMUM 8FTOF INSULATED ACOUSTIC FLEX DUCT ATTRANSITION TO ALL INSULATED S.A./R.A.PLENUMS.NOTES:1.REFER TO MECHANICAL PLANS FORROUND DUCT OR ACOUSTIC FLEXDUCT SIZE AND SA/RA DIFFUSER SIZE.PAN SA/RA PLENUM AROUND FLOORJOISTS AS REQUIRED.2.GCEILINGSAFAN COIL UNITOSAFILTER W/ ACCESSPANEL.ACOUSTICAL LINING.VOLUME DAMPER.RA DUCT.CONDENSATE DRAIN. PIPEINDIRECT TO APPROVEDRECEPTOR (PROVIDEMIN. 2" DEEP TRAP).SHEET METAL DRAINPAN.3/4" SECONDARY DRAIN TOAPPROVED RECEPTOR.PIPE INDIRECT TO FLOORDRAIN ON SINK TAIL PIECE,TYP.ROUND HANGER ROD TYP.WITH EXCEPTION OF FANCOILS LOCATED IN ATTIC.SPRING VIBRATIONISOLATORS, TYP.DOUBLE LOCKNUT.NOTES:1.RETURN AIR PLENUM FULLSIZE OF UNIT CONNECTION.2.THIS SUPPORT SYSTEM IS NOTALLOWED IN THE ATTIC.3.LOCATE ATTIC FAN COILS ON4" HOUSEKEEPING PAD WITHSPRING VIBRATIONISOLATORS.MOTORIZED DAMPER.FAN COIL UNIT INSTALLATIONNO SCALEDDHVERTICAL FAN COIL UNIT INSTALLATIONNO SCALEDSARASEALED FAN COIL UNIT CLOSET TOMINIMIZE NOISE TRANSFER ANDCREATE A RETURN AIR PLENUM.FLEX CONNECTION, TYP.CONDENSATE DRAIN W/ 2" DEEPTRAP. PIPE INDIRECT TO APPROVEDRECEPTOR (SINK TAILPIECE ORWASHERBOX). PROVIDE FLOATSWITCH IN DRAIN PAN TO DISABLEFAN IF CONDENSATE LEVEL RISESABOVE THE PRIMARY DRAIN LEVEL.FILTER W/ ACCESS PANEL.INSULATED RETURN PLENUM FULLSIZE OF UNIT INLET.VIBRATION ISOLATOR, TYP.INSULATED RETURN DUCTSTUBBED INTO EQUIPMENTCLOSET, OR DUCTED DOWNTO 12" A.F.F., ORCONNECTED TO FAN COILUNIT AS INDICATED ONPLANS.OSA DUCT.MOTORIZED DAMPER.FAN COILUNITJRETURNSUPPLY2-WAY COIL PIPING DIAGRAMNO SCALEKCOILNOTES:1. FLEXIBLE PIPE CONNECTOR REQ'D FOR EQUIPMENTCONTAINING FANS OR COMPRESSORS, NOT REQ'D FOREQUIPMENT SUCH AS DUCT COILS.2. PIPE ALL MULTI-ROW COILS FOR COUNTERFLOW (WATERENTERS MOST DOWNSTREAM COIL, LEAVES MOST UPSTREAMCOIL).3. REFER TO CONTROLS DRAWINGS FOR ADDITIONALINFORMATIO.4. 2-WAY VALVE NORMALLY OPEN FOR HEATING AND NORMALLYCLOSED FOR COOLING.STRAINERWITHBLOWDOWNAND CAP.MANUAL AIR VENTAT HIGHESTPOINT IN PIPING.NO SCALEL3-WAY (DIVERTING VALVE)COIL PIPING DIAGRAMCOILNOTES:1. FLEXIBLE PIPE CONNECTOR REQ'D FOR EQUIPMENT CONTAININGFANS OR COMPRESSORS, NOT REQ'D FOR EQUIPMENT SUCH ASDUCT COILS.2. PIPE ALL MULTI-ROW COILS FOR COUNTERFLOW (WATER ENTERSMOST DOWNSTREAM COIL, LEAVES MOST UPSTREAM COIL).3. REFER TO CONTROLS DRAWINGS FOR ADDITIONAL INFORMATION.4. 3-WAY VALVE WITH COIL RETURN PIPED TO NORMALLY OPENPORT FOR HEATING AND NORMALLY CLOSED PORT FOR COOLING.MANUAL AIR VENTAT HIGHESTPOINT IN PIPING.STRAINERWITHBLOWDOWNVALVE ANDCAP.SUPPLYRETURNNO SCALEBASEBOARD RADIATION DIAGRAMHWSHWR( UPFEED )HWRMANUAL AIR VENTS ATHIGH POINTSCONTINUE AS PERPLANSALTERNATE ROUTING & MANUAL AIRVENT LOCATION FOR SAME ENDCONNECTIONS.RISE IN DIRECTIONOF FLOWTHRU FLOOR (IN WALL)CONTROL VALVE INENCLOSURE ONRETURN SIDE (ASAPPLICABLE)CONTINUE AS PERPLANSMOUNTING HEIGHTAS PER EQUIPMENT LISTOR MANUFACTURER'SLISTINGLENGTH AS PER PLANSMRADIANT/SNOWMELT MANIFOLD PIPING DIAGRAMNO SCALECONTROL VALVE.MANIFOLD BOX (WALLMOUNTED FORRADIANT; LOCATED INSLAB FORSNOWMELT).MANUFACTURER'SMANIFOLD ASSY.LOOPBALANCE/ISOLATIONVALVEMANUFACTURER'SMANIFOLD ASSEMBLYWITH REVERSERETURN PIPING.RADIANT/SNOWMELTTUBING. LOOPQUANTITY ASREQUIRED.NOTES:1. PROVIDE MANUFACTURER'S MAINFOLDS ANDISOLATION VALVES WITH PIPING.2. FOR EXTERIOR MANIFOLD LOCATIONS PROVIDEWATERPROOF MANIFOLD BOX OR WATERPROOFCONTROL VALVE.TO PIPING MAINSSMSSMRAIR VENT AT HIGHPOINTS, TYPICAL.MANIFOLD BALANCEVALVE.NSNOWMELT CONNECTION: STAIR TO WALK DIAGRAMNO SCALESTAIR #2STAIR #1 & 32-1/2" MAX5/8" POLYETHYLENE HEATPIPE.5/8" POLYETHYLENE ATSTAIRS & LANDINGS.3" SANDSTONE AT STAIR& LANDING.CONCRETE AT STAIR &LANDING.NOTE:1. REFER TO ARCH FORSTAIR DIMENSIONS.2. RE: CIVIL FOR MATREIAL &CONSTRUCTION DETAIL.3. PROVIDE MIN R-10 SLABINSULATION UNDER SMTUBING. RE: CIVIL FOR EXACTPLACMENT IN ASSEMBLY,MATERIAL, ECT.9" O.C. TYP. FOR ALLLANDINGS & WALKS.3-1/2"4-1/2"4"3"1-1/4"4-1/2"4-1/2"3-1/2"P(FC-1, AHU-1 & 2, ALL CUH)(FC-7, FC-8)FSNOWMELT TUBING IN CONCRETE DIAGRAMNO SCALECOMPACTED GRADEUNDER-SLAB INSULATION,R-10 MINIMUM.WIRSBO TUBINGWIRE MESH OR REBARCONCRETE SLAB BY OTHERS, RE:ARCH DRAWINGS.WIRE TIEMINIMUM 1.5" OF CONCRETEOVER TUBINGEDGE INSULATION DEPTH TOFROST LINE IF NO HORIZONTALINSULATION IS UTILIZED INASSEMBLYQNOTES:1.CONTRACTOR TO DIP TUBINGBELOW SLAB INTO SUBSOIL ATSLAB CONSTRUCTION JOINTS.2.PROVIDE PIPE INSULATION ONSMOWMELT TUBINGPENETRATING EXPANSIONJOINTS FOR 6 INCHES ONEITHER SIDE OF JOINT, OR DIPTUBING BELOW THE SLAB INTOTHE SUBSOIL.3.SECURE SNOWMELT TUBING 6INCHES ON EITHER SIDE OFCONTROL JOINTS.4.PRESSURE TEST SNOWMELTTUBING WITH 60 PSI OR AIRFOR 24H. TUBING TO REMAIN UNDERPRESSURE DURING CONCRETEPOUR.5.BASE MATERIAL TO BECOMPACTED PRIOR TOINSTALLING ASSEMBLYCOMPONENTS.6. RE: CIVIL FOR EXACTCONSTRUCTION DETAIL,MATERIALS,ECT.3344ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:28 PMM4.0MECHANICALDIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOCity of Aspen Received 6/19/17Building Department SCALE:SMRSMSDSDSHWRHWSHWRHWSGHYDRONIC HEATING PLANT PIPING DIAGRAM & CONTROL SCHEMATIC1SDDSDDP-3HWS/R TO BUILDINGDISTRIBUTION.AIR VENT ALL HIGHPOINTS, TYP.TO GLYCOLFEEDER GF-1.HWS/R EXPANSIONTANK, TACO CBX-130OR EQUIVALENT.DOMESTIC WATEREXPANSION TANK, TACOPAX-30 OR EQUIVALENT.CW, HW, HWR TO PIPERACK.SMS/R TO SNOWMELTMANIFOLDS.SNOWMELT EXPANSION TANK,TACO CBX-30 OR EQUIVALENT.CONNECT (N) 2"GAS TO (E) GASMAIN IN MECH RM.1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"3"3"3"3"2-1/2"2-1/2"2-1/2"2-1/2"1-1/2"3/4"1-1/2"2"2"AITECPCPWH-1B-1B-1P-1P-1ETP-2P-2ASETP-4NONEHX-1ASP-5ETDDDDESCRIPTION - THE CENTRAL PLANT CONSISTS OF TWO MODULATING, CONDENSING GAS BOILERS SERVING BUILDING HEAT ANDHOT WATER, SNOWMELT SYSTEM, INDIRECT-FIRED WATER HEATER SERVING DOMESTIC HOT WATER HEATING, AND ASSOCIATEDPUMPS AND CONTROLS COMPONENTS.HEATING WATERENABLE BOILERS AND ASSOCIATED BOILER INJECTION PUMPS UPON A CALL FOR HEAT FROM SPACE HEATING, SNOWMELT, ORDOMESTIC WATER HEATING. THE BOILERS SHALL BE STAGED AND OPERATE ONLY AS NEEDED THROUGH THE BOILERMANUFACTURER'S CONTROL SYSTEM. DISABLE BOILERS AND ASSOCIATED BOILER INJECTION PUMPS WHEN A CALL FOR HEAT IS NOLONGER PRESENT.UPON A CALL FOR HEAT FROM ANY SYSTEM (FCU, AHU, CUH, SNOWMELT, OR RADIANT ZONE), HEATING WATER CIRCULATION PUMPSP-1 SHALL ENABLE AND MODULATE PER MANUFACTURER-INTEGRAL CONTROLS TO MAINTAIN SYSTEM DIFFERENTIAL PRESSURE ANDTEMPERATURE. WHEN CALL FOR HEAT HAS BEEN SATISFIED, PUMPS P-1 SHALL BE OFF. ALTERNATE LEAD/LAG PUMP PERMANUFACTURER CONTROLS TO ACHIEVE EQUAL RUN TIME ON BOTH PUMPS.DOMESTIC HOT WATERON A CALL FOR DOMESTIC HOT WATER PRIORITY FROM A TANK MOUNTED AQUASTAT SET AT 120°F (ADJ), THE DOMESTIC HOTWATER PRIORITY BOILER SHALL ENABLE AND MODULATE PER MANUFACTURER CONTROLS TO SATISFY THE DOMESTIC HOT WATERLOAD BY SUPPLYING 145°F (ADJ) HEATING WATER. THE WATER HEATER CIRCULATION PUMP P-3 SHALL RUN TO DIVERT ALL HEATINGWATER TO WATER HEATER, AND BOILER INJECTION PUMP P-1 OF ASSOCIATED BOILER SHALL BE OFF. INCREASE BOILER HWSSETPOINT TO 160°F MAX BASED ON DEVIATION OF WATER HEATER TANK TEMPERATURE FROM SETPOINT.DISABLE BOILERS AND WATER HEATER CIRCULATION PUMPS WHEN A CALL FOR DOMESTIC HOT WATER HEATING IS NO LONGERPRESENT.DOMESTIC HOT WATER RECIRCULATION PUMP P-5 SHALL CYCLE TO MAINTAIN A DOMESTIC HOT WATER RECIRCULATIONTEMPERATURE OF 110°F (ADJ).SNOWMELTUPON A CALL FROM AN IN-SLAB TEMPERATURE/MOISTURE SENSOR (TEKMAR 090 OR EQUIVALENT), OPEN HEATING WATER CONTROLVALVE, ENABLE PUMP P-5, CYCLE HX CONTROL VALVE TO MAINTAIN SMS TEMPERATURE OF 100°F (ADJ.)PLANT PIPING NOTES:1. COALESCING TYPE AIR SEPARATOR WITH WITH AUTOMATIC RELIEF FLOAT. 1 -1/2" PIPEAND SMALLER: SPIROTHERM SPIROVENT JR, B&G EASB JR, OR TACO VORTEC. 2" PIPE AND LARGER: SPIROTHERM SPIROVENT SR, B&G CRS, OR TACO 4900. OR EQUIVALENT.2. EXTEND DRAIN TO NEAREST FLOOR SINK FOR INDIRECT CONNECTION. DO NOT COMBINE DRAIN WITH OTHERS.3. PROVIDE ALL STRAINERS WITH BLOWDOWN BALL VALVE, HOSE END THREAD, GASKETED CAP AND CHAIN.4. PROVIDE GASKETED CAP AND CHAIN FOR DRAINS.5. EXTEND ALL SAFETY RELIEF VALVES TO DRAIN PER VALVE MFG's RECOMMENDATIONS WITHOUT PIPE BELLIES OR UPWARD SLOPE. DO NOT COMBINE WITH OTHERS.6. INDICATES UNION OR FLANGE CONNECTION FOR SERVICE PURPOSES. DIELECTRIC UNIONS NOT PERMITTED EXCEPT AT DOMESTIC WATER CONNECTIONS TO WATER HEATERS. PROVIDE DIELECTRIC NIPPLES OR FLANGES AT FERROUS TO NON-FERROUS PIPING MATERIAL TRANSITIONS.7. THREE-WAY VALVE WITH PORTS IDENTIFIED: C = COMMON NC = NORMALLY CLOSED NO = NORMALLY OPEN8. DIAGRAM IS SCHEMATIC IN NATURE. NOT ALLAPPURTENANCES REQ'D ARE NECESSARILY SHOWN.PROVIDE SYSTEM ACCESS, VALVING, AND DRAINAGEAS REQ'D FOR PROPER SYSTEM MAINTENANCE ANDPURGE/FILL PROCEDURES.9. PROVIDE MANUAL AIR VENT AT ALL HIGH POINTS ANDMANUAL DRAIN VALVES AT ALL LOW POINTS. PIPEDRAIN VALVES TO A SUITABLE LOCATION WHENDRAINS ARE IN A LOCATION IN WHICH THEIRDRAINAGE WILL BE A NUISANCE OR CAUSE DAMAGE.10. ALL PARALLEL EQUIPMENT SUCH AS BOILERS, PUMPS,TANKS, ETC. SHALL BE PIPED IN TRUE REVERSEDRETURN FASHION FOR AUTOMATIC FLOW BALANCINGBETWEEN THE PARALLEL ITEMS.11. PROVIDE 4" HIGH CONCRETE SHOP KEEPING PAD INADDITION TO MFG's BASE FOR ALL FLOOR MOUNTEDEQUIPMENT. COORDINATE EXACT PAD SIZES ANDLOCATIONS WITH PIPING SHOP DRAWINGS ANDCONCRETE CONTRACTOR.12. ALL ISOLATION VALVES SHALL BE FULL PORT VALVESEQUIVALENT TO PIPE SIZE SHOWN.13. ROUTE COMBUSTION EQUIPMENT AND VENT STACKTEE CONDENSATE DRAIN LINES AND INDIRECTCONNECT TO CONDENSATE NEUTRALIZATION BASINSIZED PER COMBUSTION EQUIPMENT MFG'sRECOMMENDATIONS. INDIRECT CONNECT BASINOUTLET TO NEAREST WASTE RECEPTOR.14. RE: R/M301 FOR POT FEEDER CONNECTION.15. REFER TO CONTROLS DRAWINGS FOR ADDITIONALDEVICE REQUIREMENTS SUCH AS PRESSURE ANDTEMPERATURE PICKUP LOCATIONS.16. RE: X/M## FOR PIGTAIL PRESSURE GAUGECONNECTION.17. PROVIDE DOWNWARD GAS FLOW INTOSEDIMENT/DRIP LEG TEES.NCCNO22SEQUENCE OF CONTROLALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:29 PMM5.0PIPINGDIAGRAMS &CONTROLSCHEMATICSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO4City of Aspen Received 6/19/17Building Department SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:HWSHWRHWSHWRHWSHWRBDDUNIT HEATER CONTROL DIAGRAMVERTICAL AND HORIZONTAL CABINET4 PIPE FAN COIL UNIT WITH OSA CONTROL DIAGRAMTHERMOSTAT CONTROL SCHEMATICEXHAUST FANAUXILIARY SYSTEMSCONTROL SEQUENCESDUAL-CONTROL AIR HANDLING UNIT WITH OSA CONTROL DIAGRAMUNIT HEATER CONTROL DIAGRAMVERTICAL AND HORIZONTAL CABINET325614APPLIES TO ALL CUH-1 AND CUH-2 CABINET UNIT HEATERS, AND FC-8 AIR CURTAIN.UPON A DROP IN TEMPERATURE BELOW SETPOINT MINUS DIFFERENTIAL,THERMOSTAT SHALL ENERGIZE FAN AND OPEN HEATING WATER CONTOL VALVE.CONVERSELY UPON A RISE IN TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIALFAN SHALL BE DE-ENERGIZED AND CONTROL VALVE SHALL CLOSE.APPLIES TO ALL CUH-3 AND CUH-4 CABINET UNIT HEATERS.UPON A DROP IN TEMPERATURE BELOW SETPOINT MINUSDIFFERENTIAL, THE SPACE-MOUNTED THERMOSTAT SHALLENERGIZE FAN AND OPEN HEATING WATER CONTOL VALVE.CONVERSELY UPON A RISE IN TEMPERATURE ABOVE SETPOINTPLUS DIFFERENTIAL FAN SHALL BE DE-ENERGIZED AND CONTROLVALVE SHALL CLOSE.WHERE MULTIPLE HEATERS ARE CONTROLLED VIA A SINGLETHERMOSTAT, A SINGLE CONTROL VALVE SHALL BE PROVIDEDFOR ALL ASSOCIATED HEATERS, WHICH SHALL OPEN AND ALLHEATERS SHALL BE CONTROLLED SIMULTANEOUSLY FOLLOWINGTHE ABOVE SEQUENCE.RSRLRSRLHWRHWSWALL SWITCHINTEGRALTHERMOSTAT.WALL-MOUNTEDTHERMOSTAT.WALL-MOUNTEDTHERMOSTAT.OSA DRYBULB TEMP SENSOR,LOCATED ON NORTHERLY WALLOF BUILDING WITH SUN SHIELD.MIXED AIR DRYBULB TEMP SENSOR.OSA DRYBULB TEMP SENSOR,LOCATED ON NORTHERLYWALL OF BUILDING WITH SUNSHIELD.MIXED AIR DRYBULB TEMP SENSOR.ECONOMIZERCONTROLLER,CARRIER JADEMODEL W7220OREQUIVALENT.ECONOMIZERCONTROLLER,CARRIER JADEMODEL W7220OREQUIVALENT.TSTATMMTSTATOSARAZONE (ORMASTER)THERMOSTATFRZAPPLIES TO FC-1 AND 7THE SYSTEM CONSISTS OF A FAN COIL UNIT WITH HOT WATER COIL, SUPPLY FAN, AND MIXING BOX WITH FULLECONOMIZER CAPABILITY.A SPACE-MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT WITH PROGRAMMABLE OCCUPIED/UNOCCUPIED SETTINGSHALL BE PROVIDED FOR EACH FCU. WHEN IN OCCUPIED MODE, FAN IS ON AND MOTORIZED OSA DAMPER SHALL BEIN POSITION TO SUPPLY MINIMUM VENTILATION OSA CFM LISTED IN FCU SCHEDULE. WHEN IN UNOCCUPIED MODE,OSA DAMPER IS CLOSED, AND FCU OPERATES TO MAINTAIN SPACE UNOCCUPIED SETPOINTS.BUILDING RELIEF AIR PATH: UPON A RISE IN BUILDING PRESSURE ABOVE OUTDOOR AMBIENT PRESSURE, OPENMOTORIZED RELIEF DAMPER IN RELIEF AIR DUCT IN BELFRY. UPON A DROP IN BUILDING PRESSURE TO OUTSIDE AIRPRESSURE, CLOSE MOTORIZED RELIEF DAMPER. RELIEF DAMPER TO BE FOAM INJECTED THERMALLY ISOLATED LOWTEMPERATURE CONTROL DAMPER, RUSKIN CDTI-50 OR EQUIVALENT.OPTIMAL START: CONTROLLER SHALL AUTOMATICALLY ADJUST THE DAILY START TIME OF THE FCU TO BRING THESPACE TO DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY.FREEZESTAT TRIP: FREEZESTAT SERPENTINED ON THE DOWNSTREAM SIDE OF THE HEATING COIL (PREFERABLE) ORCOOLING COIL (LESS PREFERRED) SHALL SHUT OFF FAN AND CLOSE OUTDOOR AIR DAMPER WHEN TRIPPED.HEATING VALVE SHALL OPEN WHEN FREEZESTAT IS TRIPPED. FREEZESTATS ARE TO BE THE AUTOMATIC RESETTINGTYPE INITIALLY SET TO TRIP AT 35°F.TEMPERATURE CONTROL:SPACE TEMPERATURE SETPOINT SHALL BE INITIALLY SET AT 70°F FOR HEATING, AND 75°F FOR COOLING, ADJ.UNOCCUPIED SETPOINT SHALL BE INITIALLY SET AT 65°F HEATING AND 80°F COOLING, ADJ.HEATING MODE: SPACE TEMPERATURE SHALL BE MAINTAINED AT SETPOINT BY OPENING OR CLOSING THE HEATINGWATER VALVE AS REQUIRED.COOLING MODE: WHEN A CALL FOR COOLING IS PRESENT, AS OSA TEMPERATURE DROPS BELOW SPACETEMPERATURE SETPOINT, FAN SHALL ENABLE, OSA DAMPER SHALL MODULATE OPEN AND RA DAMPER SHALLMODULATE CLOSED. IF SETPOINT IS NOT MET AND OSA TEMPERATURE IS BELOW SENSED SPACE TEMPERATURE, FANSHALL REMAIN ON AND OSA DAMPER SHALL REMAIN OPEN. WHEN OSA TEMP RISES ABOVE SPACE TEMP, OSADAMPER SHALL CLOSE, RA DAMPER SHALL OPEN, AND FAN SHALL REMAIN ON UNTIL A CALL FOR COOLING IS NOLONGER PRESENT OR OSA AGAIN DROPS BELOW SPACE TEMPERATURE.ZONE CONTROL:PROVIDE MOTORIZED ZONE DAMPERS WHERE SHOWN ON PLANS. PROVIDE THERMOSTATS AND CENTRALCONTROLLER CAPABLE OF POLLING MULTIPLE ZONES TO SET OPERATION MODE (HEATING VS. COOLING), TRANETRACKER OR EQUIVALENT. OCCUPANCY SHALL BE SCHEDULED THROUGH MASTER THERMOSTAT. ZONETHERMOSTATS SHALL BE CAPABLE OF SETTING SPACE SETPOINT TEMPERATURE. CENTRAL CONTROLLER SHALLDETERMINE HEATING VS. COOLING MODE, AND ZONE MOTORIZED DAMPER SETTINGS BASED ON ZONE TEMPERATUREDEVIATION FROM ZONE THERMOSTAT SETPOINT.NOTES:1. SOME COILS REQUIRE 3-WAY DIVERTING VALVES. RE: M4.0 COIL PIPING DIAGRAMS FFI. ALL VALVES SHALL BE2-POSITION.2. RE: M4.0 COIL PIPING DIAGRAMS FOR ALL PIPING CONFIGURATION, VALVES, AND APPURTENANCES REQUIRED.SAOCCMSAPPLIES TO EF-1, BATHROOM EXHAUST FANS.FAN SHALL BE CONTROLLED BY INDIVIDUAL SPACE MOUNTED OCCUPANCYSENSOR. UPON DETECTION OF OCCUPANCY, EXHAUST FANS SHALL ENABLE. WHENOCCUPANCY HAS NOT BEEN SENSED FOR 10 MINUTES (ADJ.), EXHAUST FANS SHALLDISABLE.MANUAL OVERRIDE-ON WALL SWITCH TO BE PROVIDED, ADJACENT TO LIGHTSWITCH IN SPACE BEING SERVED. WHEN SWITCH IS IN ON POSITION, FAN SHALLOPERATE. WHEN SWITCH IS IN OFF POSITION, FAN SHALL BE CONTROLLED BYSPACE MOUNTED OCCUPANCY AS DESCRIBED ABOVE.(E) EXHAUST DUCT,TO EXTERIORTERMINATION.GRAVITY OPERATEDNON-MOTORIZEDBACK DRAFTDAMPER.UNIT MOTORSTARTERDMOSARAAHU-1THERMOSTATFRZSAAHU-1RAFRZSAAHU-2RM-1 & 2TSTATMTSTATMSADMZONE T-STAT,TYP.FC-7, ZONEDFAN COIL UNIT,ONLY. TYP. ALLZONES.SMK1. RELIEF AIR DUCT SYSTEM: UPON DETECTION OFINTERIOR PRESSURE GREATER THAN AMBIENTOUTDOOR PRESSURE, OPEN MOTORIZED DAMPERAT RELIEF AIR DAMPER. UPON EQUALIZATION OFINTERIOR AND EXTERIOR PRESSURES, DAMPERSHALL CLOSE.2. EF-2, CONFESSIONAL EXHAUST FAN: UPON CLOSEOF A ROOM-MOUNTED ON/OFF SWITCH, FAN SHALLENABLE. FAN SHALL DISABLE ON OPEN OF ON/OFFSWITCH.3. HYDRONIC RADIANT BASEBOARD, BB-1: BASEBOARDASSOCIATED HEATING WATER CONTROL VALVESHALL OPEN UPON A CALL FOR HEAT FROM ASPACE-MOUNTED THERMOSTAT. CONVERSELY,VALVE SHALL CLOSE WHEN CALL FOR HEAT ISSATISFIED.SMKDMSMKECONTETEECONTETECU-1 MFTR CONTROLSTHE SYSTEM CONSISTS OF TWO AIR HANDLING UNITS WITH HOT WATER COIL, DX COOLING, SUPPLY FAN, MIXING BOX,AND TWO RADIANT FLOOR HEATING ZONES.TWO (2) SPACE-MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT WITH PROGRAMMABLE OCCUPIED/UNOCCUPIEDSETTING SHALL BE PROVIDED, ONE FOR EACH AHU.VENTILATION CONTROL:1. OCCUPIED MODE: AHU-1 FAN IS ON AND MOTORIZED OSA DAMPER SHALL BE IN POSITION TO SUPPLY OSA CFMLISTED IN AHU SCHEDULE.2. UNOCCUPIED MODE: OSA DAMPER IS CLOSED, AND AHU-1 & 2 OPERATE TO MAINTAIN SPACE UNOCCUPIEDSETPOINTS.BUILDING RELIEF AIR PATH: UPON A RISE IN SANCTUARY/NAVE PRESSURE ABOVE OUTDOOR AMBIENT PRESSURE,OPEN MOTORIZED RELIEF DAMPER IN RELIEF AIR DUCT IN BELFRY. UPON A DROP IN BUILDING PRESSURE TO OUTSIDEAIR PRESSURE, CLOSE MOTORIZED RELIEF DAMPER. RELIEF DAMPER TO BE FOAM INJECTED THERMALLY ISOLATEDLOW TEMPERATURE CONTROL DAMPER, RUSKIN CDTI-50 OR EQUIVALENT.OPTIMAL START: AHU-1 CONTROLLER SHALL AUTOMATICALLY ADJUST THE DAILY START TIME OF THE RADIANT ZONES& AHU TO BRING THE SPACE TO DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY.FREEZESTAT TRIP: FREEZESTAT SERPENTINED ON THE DOWNSTREAM SIDE OF THE HEATING COIL (PREFERABLE) ORCOOLING COIL (LESS PREFERRED) SHALL SHUT OFF FAN AND CLOSE OUTDOOR AIR DAMPER WHEN TRIPPED.HEATING VALVE SHALL OPEN WHEN FREEZESTAT IS TRIPPED. FREEZESTATS ARE TO BE THE AUTOMATIC RESETTINGTYPE INITIALLY SET TO TRIP AT 35°F.TEMPERATURE CONTROL:STAGE HEATING AND COOLING AS FOLLOWS:HEATING1. STAGE 1: OPEN RADIANT MANIFOLD 1 & 2 CONTROL VALVES.2. STAGE 2: ENABLE AHU-1 HEATING IN ADDITION TO RADIANT HEAT.3. STAGE 3: ENABLE AHU-2 HEATING IN ADDITION TO AHU-1 AND RADIANT HEATCOOLING1. STAGE 1: ENABLE AHU-1 ECONOMIZER CONTROL2. STAGE 2: ENABLE AHU-1 DX COOLING3. STAGE 3: ENABLE AHU-2 DX COOLINGAHU-1 THERMOSTAT SHALL ALSO CONTROL RADIANT MANIFOLD ZONES AS FIRST-STAGE HEATING.STAGING OF RADIANT, AHU-1 & 2 SHALL BE ACHIEVED BY MANUALLY SETTING THE SEPARATE AHU-1 & 2THERMOSTATS TO THE FOLLOWING ADJUSTABLE SETPOINTS:AHU-1 OCCUPIED: 70°F HEATING, 75°F COOLING.AHU-2 OCCUPIED: 66°F HEATING, 79°F COOLINGAHU-1 UNOCCUPIED: 65°F HEATING, 80°F COOLINGAHU-2 UNOCCUPIED: 62°F HEATING, 83°F COOLINGHEATING MODE: SPACE TEMPERATURE SHALL BE MAINTAINED AT SETPOINT BY OPENING OR CLOSING THE HEATINGWATER VALVES AS REQUIRED.AHU-1 ECONOMIZER MODE: WHEN A CALL FOR COOLING IS PRESENT, AS OSA TEMPERATURE DROPS BELOW SPACETEMPERATURE SETPOINT, AHU-1 FAN SHALL ENABLE, OSA DAMPER SHALL MODULATE OPEN AND RA DAMPER SHALLMODULATE CLOSED. IF SETPOINT IS NOT MET AND OSA TEMPERATURE IS BELOW SENSED SPACE TEMPERATURE, FANSHALL REMAIN ON, OSA DAMPER SHALL REMAIN OPEN, AND DX COOLING SHALL ENABLE. WHEN OSA TEMP RISESABOVE SPACE TEMP, OSA DAMPER SHALL CLOSE, RA DAMPER SHALL OPEN, DX COOLING SHALL ENABLE, AND FANSHALL REMAIN ON UNTIL A CALL FOR COOLING IS NO LONGER PRESENT OR OSA AGAIN DROPS BELOW SPACETEMPERATURE.AHU-2 COOLING MODE: WHEN SPACE TEMPERATURE RISES ABOVE STAGE 3 COOLING SETPOINTS PLUSDIFFERENTIAL, ENABLE CU-2 AND AHU-2 DX COOLING PER MFTR CONTROLS.NOTES:1. SOME COILS REQUIRE 3-WAY DIVERTING VALVES. RE: M4.0 COIL PIPING DIAGRAMS FFI. ALL VALVES SHALL BE2-POSITION.2. RE: M4.0 COIL PIPING DIAGRAMS FOR ALL PIPING CONFIGURATION, VALVES, AND APPURTENANCES REQUIRED.AHU-2THERMOSTATCU-2 MFTR CONTROLSNONENONENONENONENONENONEHWRHWSSEQUENCE OF CONTROL:SEQUENCE OF CONTROL:HWRHWSHWRHWSAIAOBIBOCPAFMSCOCO2CSDPSDPTFRZFSFHEMSDMRLYSSMKTETSTATVFDTEMPSENSORPEMEPOEVOANALOG INPUT TO BCSCONTROLS SYMBOLSANALOG OUTPUT FROM BCSBINARY INPUT TO BCSBINARY OUTPUT FROM BCSCARBON MONOXIDE SENSORCARBON DIOXIDE SENSORCURRENT SWITCHFLOW SWITCHHUMIDITY SENSORMOTOR STARTERDAMPER MOTORRELAYSMOKE DETECTORTEMPERATURE SENSORVARIABLE FREQUENCY DRIVEFREEZSTATSENSORTHERMOSTATSWITCHSPACE MOUNTED STATEQUIPMENT MANUFACTURER'SCONTROL PANELDIFFERENTIAL PRESSURE SWITCHDIFFERENTIAL PRESSURE TRANSDUCERFLOW SENSORAIRFLOW MEASURING STATIONPRESSURE SENSORMOTOR (FAN, DAMPER OR OTHER)EMERGENCY POWER OFFEMERGENCY VENTILATION ONALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:30 PMM5.1MECHANICALCONTROLSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO4City of Aspen Received 6/19/17Building Department ACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111VEST.120MEETING RM101OFFICE122MEETING RM107KITCHEN & ALL FIXTURES& PIPING TO REMAIN.(E) W TO KITCHEN.(E) FLOOR CO UNDERACCESS PANEL TOREMAIN.(E) W EXIT. PROVIDEPRICING TO DEMO &REPLACE WITH 4" WFROM UTILITYCONNECTION TOBATHROOM GROUPS,AS SHOWN.(E) W TO SINK. DEMOTO MAIN.REMOVE ALL (E) PLUMBIGFIXTURES & PIPING INBATHROOM GROUPS &APARTMENTS.REMOVE (E) 3" W TOBATROOM GROUPS.(E) WATER FROMUTILITY.(E) GAS METERAND ENTRY.MALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:35 PMP2.2MAIN LEVELDEMOLITIONPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL DEMOLITION PLUMBING PLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:City of Aspen Received 6/19/17Building Department ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209REMOVE (E) SINKS, DEMO PIPINGTO WALL AND PROTECT FORCONNECTION TO (N) SINKS.REMOVE (E) SINKS, DEMO PIPINGTO WALL AND PROTECT FORCONNECTION TO (N) SINKS.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:38 PMP2.3SANCTUARYLEVELDEMOLITIONPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL DEMOLITION PLUMBINGPLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:City of Aspen Received 6/19/17Building Department ACEBD123456789ELEV EQUIP002STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACE2 1/2" HWS2 1/2" HWRCWHWHWC2 1/2" HWS2 1/2" HWRPIPE RACK FROMMECH ROOM. RE: M5.0FCT AND SIZING.2-1/2" HWS/R,HWSHWR1" HWR1" HWS1" HWR1" HWS1" HWS1" HWR111111111111111"HWS/R,1"CHS/R UP.WW(E) WATER ENTRYTO REMAIN.(N) 4" W EXIT TOUTILITY MAIN.12 1/2"2 1/2"3/4"3/4"3/4" HWS/R,RS/RL UP.1 1/2"1 1/2"3/4"RECONNECT (E)CW/HW/HWC SERVINGKITCHEN TO (N) PIPING.1 1/2" SMS1 1/2" SMR1 1/2" SMS1 1/2" SMR(N) SM-2 MANIFOLD INSTALLED PER DIAGRAM RQTS,RE: M4.0 FFI. RECONNECT (E) LOOPS TO (N) MANIFOLD.(E) SMS/R PIPE ROUTING AND SIZE TO (E) SM-1 UNKNOWN.CONTRACTOR OPTION TO RE-USE (E) PIPE IF CONDITION ISACCEPTABLE AND SIZE MEETS OR EXCEEDS THAT SHOWN.1-1/2" SMS/R TO MECH RM,RE: M5.0 FCT.1-1/2" SMS/R TO (N) SM-1 INEXTERIOR LANDSCAPEBOX. RE: M2.0 FFI.(E)WCONNNECT (E)WTO (N) 4"W.333HWRHWSRLRSRSRLRS/RL,HWS/R UP1-3/8" RS, 5/8" RL TO CU-21-3/8" RS, 5/8" RL TO CU-141" HWS/R TOFC-11ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:52 PMP2.4BASEMENTLEVEL PIPINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"BASEMENT LEVEL PIPING PLANFLAG NOTES:13/4" HWS/R TO CUH ABOVE.RE: 94.0 FOR ALL PLUMBING DIAGRAMS.REFER TO THE PLUMBING FIXTURECONNECTION SCHEDULE FOR PIPE SIZESTO INDIVIDUAL FIXTURES.NOT ALL REQUIRED CLEANOUTS ARENECESSARILY SHOWN ON THESE PLANS.PROVIDE CLEANOUTS ON WASTE, VENTAND STORM PIPING AS REQUIRED BYCODE AND FOR REASONABLEMAINTENANCE BASED ON ACTUAL FIELDINSTALLATION. COORDINATE LOCATIONSWITH ARCHITECT/ENGINEER.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTEDIN FRAMED WALL ON INTERIOR SIDE OFINSULATION.ST AND ST(OF) PIPING 3", UNOINSTALL THERMOSTATIC MIXING VALVES,ASSE 1070 LISTED, AT EACH PUBLICHANDWASHING LAVATORY/SINK. SIZE TOMATCH HW PIPE SIZE.ROOF OVERFLOW DRAINAGE STRATEGYTO BE DETERMINED OR VIAARCHITECTURAL SCUPPERS UNOTERMINATE PLUMBING VENTS NOT LESSTHAN 12" ABOVE ROOF.AVOID ROUTING PIPING OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITHELECTRICAL CONTRACTOR.CONTRACTOR TO MAINTAIN 8'-6" CLEARHEAD HEIGHT IN GARAGE AND INFORMTHE ENGINEER AND ARCHITECT OF ANYAREAS THAT MAY NOT MEET 8'-6" PRIOR TOINSTALLATION, MINIMUM 8'-2" CLEAR HEADHEIGHT MUST BE MAINTAINED INACCESSIBLE VEHICLE AREAS.PROVIDE FLEXIBLE PIPE CONNECTIONSTO ALL MOTORIZED EQUIPMENT.ROUTE DOMESTIC HOT WATER RECIRCTO WITHIN 10 FEET OF ALL HOT WATERFIXTURES. CONNECT WITHIN 5 FEET OF0.5 GPM AND LOWER FAUCETS.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.PEX PIPING SHALL NOT BE ALLOWED TOPENETRATE FIRE BARRIERS WHERE FIRECAULKING IS REQUIRED.ALL VALVES SHALL BE INSTALLED ABOVEDROP-IN CEILINGS IN ACCESSIBLELOCATIONS, OR WITH ACCESS PANELS INHARD-LID CEILINGS.ALL PIPING SHALL BE ROUTED AS HIGH ASPOSSIBLE IN THE CEILING SPACE. UTILIZEJOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERPIPES, DUCTS, AND ELECTRICAL.MAINTAIN 7' MINIMUM HEADROOM BELOWPIPING & DUCTWORK.ACCESS PANELS SHALL BE 24x24, UNOLOCATIONS SHOWN ARE APPROXIMATE,EXACT LOCATIONS SHALL BECOORDINATED WITH THE ARCHITECTSDRAWINGS AND WITH THE LOCATIONS OFTHE EQUIPMENT OR APPARATUS THATTHEY SERVE.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.PLUMBING NOTES:City of Aspen Received 6/19/17Building Department W H WHACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111WOMEN110OFFICE113MEN116HALL115OFFICE114OFFICE119HALL117RECEPT118VEST.120MEETING RM101OFFICE122MEETING RM107CONF RM112P5P5P5P5P4P4P4P6P6P4P4P3P1P1HWS/R,RISERS.(N) 4" FLOOR CO IN (E)FLOOR BOX & ACCESSPANEL.1" HWS/R, 1"CHS/R TO FC-7.13/4" HWS/R TOFC-8.HWRHWS1P2P2REF: 1/P4.0FOR DOMESTICPIPING ANDSIZING.M(E) GAS TO UTILITY MAIN.(E) GAS TO MECH. RM.FCOFCOHWSHWRRS/RL UPRS/RL, HWS/R RISERSCOORD. EXACTROUTING THROUGHKITCHEN W/ ARCH &OWNER.444ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:58:02 PMP2.5MAIN LEVELPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL PLUMBING PLANRE: 94.0 FOR ALL PLUMBING DIAGRAMS.REFER TO THE PLUMBING FIXTURECONNECTION SCHEDULE FOR PIPE SIZESTO INDIVIDUAL FIXTURES.NOT ALL REQUIRED CLEANOUTS ARENECESSARILY SHOWN ON THESE PLANS.PROVIDE CLEANOUTS ON WASTE, VENTAND STORM PIPING AS REQUIRED BYCODE AND FOR REASONABLEMAINTENANCE BASED ON ACTUAL FIELDINSTALLATION. COORDINATE LOCATIONSWITH ARCHITECT/ENGINEER.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTEDIN FRAMED WALL ON INTERIOR SIDE OFINSULATION.ST AND ST(OF) PIPING 3", UNOINSTALL THERMOSTATIC MIXING VALVES,ASSE 1070 LISTED, AT EACH PUBLICHANDWASHING LAVATORY/SINK. SIZE TOMATCH HW PIPE SIZE.ROOF OVERFLOW DRAINAGE STRATEGYTO BE DETERMINED OR VIAARCHITECTURAL SCUPPERS UNOTERMINATE PLUMBING VENTS NOT LESSTHAN 12" ABOVE ROOF.AVOID ROUTING PIPING OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITHELECTRICAL CONTRACTOR.CONTRACTOR TO MAINTAIN 8'-6" CLEARHEAD HEIGHT IN GARAGE AND INFORMTHE ENGINEER AND ARCHITECT OF ANYAREAS THAT MAY NOT MEET 8'-6" PRIOR TOINSTALLATION, MINIMUM 8'-2" CLEAR HEADHEIGHT MUST BE MAINTAINED INACCESSIBLE VEHICLE AREAS.PROVIDE FLEXIBLE PIPE CONNECTIONSTO ALL MOTORIZED EQUIPMENT.ROUTE DOMESTIC HOT WATER RECIRCTO WITHIN 10 FEET OF ALL HOT WATERFIXTURES. CONNECT WITHIN 5 FEET OF0.5 GPM AND LOWER FAUCETS.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.PEX PIPING SHALL NOT BE ALLOWED TOPENETRATE FIRE BARRIERS WHERE FIRECAULKING IS REQUIRED.ALL VALVES SHALL BE INSTALLED ABOVEDROP-IN CEILINGS IN ACCESSIBLELOCATIONS, OR WITH ACCESS PANELS INHARD-LID CEILINGS.ALL PIPING SHALL BE ROUTED AS HIGH ASPOSSIBLE IN THE CEILING SPACE. UTILIZEJOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERPIPES, DUCTS, AND ELECTRICAL.MAINTAIN 7' MINIMUM HEADROOM BELOWPIPING & DUCTWORK.ACCESS PANELS SHALL BE 24x24, UNOLOCATIONS SHOWN ARE APPROXIMATE,EXACT LOCATIONS SHALL BECOORDINATED WITH THE ARCHITECTSDRAWINGS AND WITH THE LOCATIONS OFTHE EQUIPMENT OR APPARATUS THATTHEY SERVE.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.PLUMBING NOTES:FLAG NOTES:13/4" HWS/R TO RADIANT MANIFOLDABOVE.City of Aspen Received 6/19/17Building Department ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209RE - CONNECT SACRARIUMBASIN DRAIN TO (E) PIPINGWHICH DISCHARGES TOCRAWLSPACE.STORM/DAYLIGHT. REGULAR BASIN RE-CONNECTED TO (E) TO SANITARYWASTE.P8P72" HWS/R, ABOVE TOAHU-1.3RS/RL UP TO AHU-1 ABOVE.RS/RL, HWS/RRISERS TO AHU-2ABOVE.4HWS/R, RISERS INWALL.4HWSHWRALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:58:07 PMP2.6SANCTUARYLEVELPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL PLUMBING PLANCity of Aspen Received 6/19/17Building Department TYPICAL HANGER DIAGRAMNO SCALEANCHOR,REFER TOSTRUCTURAL.THREADEDROD.HANGER.PIPE &INSULATION.CONCRETESTRUCTURE.NOTE:ALL PIPING WITHINSULATION TO HAVEINSULATION RUN FULLSIZE THROUGHHANGER WITH SHIELDAND INSERT.CMIN. HEIGHTPER MFR.1/2"FLOORTRAP PRIMER CONNECTIONDIAGRAMNO SCALEBALL VALVE.TAKE-OFF FROMTOP OF CW PIPE.TRAP PRIMER VALVE,SIOUX CHIEF PRIMEPERFECT OR EQUAL.DISTRIBUTION UNIT(FOR MULTIPLEDRAINS).1/2" TYPE KSOFT COPPERLINE(S) TOFLOORDRAIN(S).QUANTITY ASREQUIRED. NOJOINTS BELOWGRADE.DCLEANOUT DIAGRAMSNO SCALE6"SLOPE DN @ 1/4"/L.F.WASTE LINEFINISHED GRADEADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE WITH ANCHORFLANGE, HEAVY DUTY TOP, AND VANDAL PROOF FASTENERS, ZURN,Z-1400-HD-KBRASS CLEANOUT PLUG W/COUNTER SUNK HEAD.ADJUSTABLE CLEANOUTAND ACCESS COVER ZURNZB-1400. TOP OF COVER TOBE FLUSH W/ TOP OF FLOOR.16" CONC. PAD TROWELSMOOTH & EDGE.1/8 C.I. BENDBALANCE OF PIPING SAMEAS CLEANOUT TO GRADE.FLOOR LINE1/8 C.I. BENDC.I. WASTE LINE.LGTH TO SUIT.1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.PROVIDE FOLLOWING OPTIONS AS APPROPRIATE:1. CARPET MARKER - FOR CARPETED AREAS.2. SQUARE TOP - FOR CERAMIC TILE OR SIMILARSQUARE PATTERN FLOOR.3. FLASHING CLAMP - FOR ABOVE GRADE WATERPROOFED AREAS.FLOOR CLEANOUT (FCO)CLEANOUT TO GRADE (COTG)BWALL CLEANOUT DIAGRAMNO SCALE1'-0"MAY EXTEND AS AWASTE OR VENT.CHROME WALLCOVERAND SCREW.PLUGGED TEE WITHCLEANOUT.WALL.FLOOR LINE.1/8 C.I. BEND.BALANCE OF PIPINGSAME AS CLEANOUTTO GRADE.HTWO-WAY CLEANOUT TO GRADE DIAGRAMSNO SCALEFINISHED GRADEWASTE LINESLOPE DN @ 1/4"/L.F.6"ADJUSTABLE GRADE CLEANOUT AND ACCESSENCLOSURE WITH ANCHOR FLANGE, HEAVY DUTYTOP, AND VANDAL PROOF FASTENERS, ZURN,Z-1400-HD-KBRASS CLEANOUT PLUG W/COUNTERSUNK HEAD.24" X 16" DIA. CONC. PADTROWELSMOOTH & EDGE.C.I. WASTE LINE.LGTH TO SUIT.1/8 C.I. BENDASANITARY OR STORM BLDG.DRAIN THRU WALL DIAGRAMNO SCALESLOPE 1/4"/L.F.C.O.T.G SEE DIAGRAM.BASEMENT WALL.COORDINATE WALL OPENING SIZEWITH PIPE MATERIAL AND SIZEAND MANUFACTURERREQUIREMENTS.STORM OR SANITARYBLDG. DRAIN.LINK-SEAL OR EQUIVALENT.GRADEEFDIAGRAM & ISOMETRICDRINKING FOUNTAIN MOUNTINGNO SCALEVWV"34"ISOMETRICW1(E)(E)11"212WALLMANUFACTURER'S WALLHANGER & TRIMPLATEP-TRAPS FLATAGAINST WALLCONCEALWALL DAMAGEW/ S.S. PLATEREPLACE (E) SINGLEINLET W/ (N) DOUBLEINLET FITTINGFABRICATE 16 GA S.S.BACK-UP PLATESECURE WALL HANGERW/ THROUGH BOLTSTYPICAL PIPE SIZE CHANGEFOR WATER DIAGRAMNO SCALETOP OF PIPEPIPEPIPEINVERTED ECCENTRICREDUCER.CLCLGHWCHWCWW(E) PIPING TOKITCHEN.1 1/4" CW1" HW3/4" HWC1 1/4" CW1" HW3/4" HWCTO MECH RM.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:58:18 PMP4.0PLUMBINGDIAGRAMSAND ISOMETRICST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE:1BASEMENT DOMESTIC, WASTE & VENTISOMETRIC1.2.NOTES:CONNECT (N) VENTS FROM FIXTURES TO(E) VENT SYSTEM, TYP.PROVIDE CLEANOUTS PER 2015 IPC.City of Aspen Received 6/19/17Building Department ATSDL LV OS OS OS GF ST ELECTRICAL SYSTEMS LEGEND S S S S S S S S S S S S ABBREVIATIONSPOWER SYMBOLS SINGLE RECEPTACLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE DUPLEX RECEPTACLE; HALF SWITCHED ISOLATED GROUND DUPLEX RECEPTACLE WALL MOUNTED SPECIAL OUTLET AS NOTED SPECIAL OUTLET AS NOTED JUNCTION BOX WALL MOUNTED JUNCTION BOX FLOOR MOUNTED JUNCTION BOX DUPLEX RECEPTACLE MOUNTED ABOVE COUNTERC FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM DIVISION 15 EQUIPMENT POWER CONNECTION FUSED DISCONNECT NON FUSED DISCONNECT MOTOR STARTER ENCLOSED CIRCUIT BREAKER PULL BOX PUSH BUTTON TRANSFORMER PANELBOARD OR LOADCENTER CONTACTOR ELECTRIC MOTOR METER THERMOSTAT AUTOMATIC TRANSFER SWITCH ONE-LINE DIAGRAM SYMBOLS CIRCUIT HOMERUN CONDUIT RUN CONDUIT RUN BELOW GRADE CONDUIT UP CONDUIT DOWN DISCONNECT SWITCH FUSE CIRCUIT BREAKER CURRENT TRANSFORMER POTENTIAL TRANSFORMER METER SURGE SUPPRESSION DEVICE VOLT-METER SELECTOR SWITCH GROUND GROUND FAULT PROTECTION AMP-METER SHUNT TRIP NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT COLD WATER GROUND CONNECTION BUILDING STEEL GROUND CONNECTION TIMER SWITCH MULTI-OUTLET PLUG STRIP TIME CLOCK PHOTO-CELL SWITCH THERMAL OVERLOAD SWITCH VARIABLE SPEED SWITCH KEY SWITCH LIGHTING FIXTURE SYMBOLS RECESSED LIGHTING FIXTURE WALL MOUNTED LIGHT WALL MOUNTED UP-LIGHT PENDANT MOUNTED LIGHT SURFACE MOUNTED LIGHT DIRECTIONAL/ADJUSTABLE RECESSED LIGHTING FIXTURE MONO-POINT LIGHTING FIXTURE RECESSED STEP LIGHT FLUORESCENT STRIP LIGHT WALL MOUNTED LINEAR FLUORESCENT LIGHT RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN EMERGENCY LIGHTS CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DOOR JAMB SWITCH LIGHTING CONTROL SYMBOLS EXTERIOR POLE MOUNTED LIGHT EXTERIOR POST (BOLLARD) MOUNTED LIGHT DAYLIGHT PHOTO SENSOR KEY SWITCH VARIABLE SPEED SWITCH DIMMER THREE-WAY DIMMER LOW VOLTAGE SWITCH WALL OCCUPANCY SENSOR/SWITCH THERMAL OVERLOAD SWITCH OCCUPANCY SENSOR - WALL MOUNTED OCCUPANCY SENSOR - CORRIDOR CEILING MOUNTED 3 T O D 3 D V K J 4 K V T PC TC TS A V SS M T C T PB CB N -- J J J OCCUPANCY SENSOR - CEILING MOUNTED AFC AFF AFG AHJ - ABOVE FINISHED CEILING - ABOVE FINISHED FLOOR - ABOVE FINISHED GRADE - AUTHORITY HAVING JURISDICTION AL - ALUMINUM AWG AP - ACCESS POINT - AMERICAN WIRE GAUGE BFG BMS BAS - BUILDING AUTOMATION SYSTEM - BELOW FINISH GRADE - BUILDING MANAGEMENT SYSTEM C CATV CCTV - CONDUIT - COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM - CLOSED CIRCUIT TELEVISION CKT - CIRCUIT CPU - CENTRAL PROCESSING UNIT CT - CURRENT TRANSFORMER DISP - GARBAGE DISPOSAL DW - DISHWASHER (E) - EXISTING EM - EMERGENCY EWC - ELECTRIC WATER COOLER FBO GFI FA FACP GRD GC - FIRE ALARM - FIRE ALARM CONTROL PANEL - FURNISHED BY OTHERS - GENERAL CONTRACTOR - GROUND FAULT CIRCUIT INTERRUPTER - GROUND IAW IN ACCORDANCE WITH- IC IDF IG IR LAN - INTERMEDIATE CROSS-CONNECT - INTERMEDIATE DISTRIBUTION FRAME - ISOLATED GROUND - INFRARED - LOCAL AREA NETWORK NIC MDF (N) MAIN DISTRIBUTION FRAME- NEW- NOT IN CONTRACT- NL NIGHT LIGHT- NTS NOT TO SCALE- OC PA ON CENTER- PUBLIC ADDRESS- REF REFRIGERATOR- TVSS TTB TELECOMMUNICATIONS TERMINAL BOARD- TRANSIENT VOLTAGE SURGE SUPPRESSOR- TVTB TELEVISION TERMINAL BOARD- UG UNO W V UNDERGROUND- UNLESS NOTED OTHERWISE- VOLT- WATT- WP XP WAN WLAN WAP WIDE AREA NETWORK- WIRELESS ACCESS POINT- WIRELESS LOCAL AREA NETWORK- WEATHERPROOF- EXPLOSIONPROOF- +18" DEVICE ABOVE FINISH FLOOR (VERIFY W/ ARCH ELEVS) MOUNTING HEIGHT TO CENTERLINE OF- C NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. NOTES : LIGHT LINEWEIGHT INDICATES EXISTING. HATCHED AREAS INDICATE DEMOLITION. 'CC' ADJACENT TO A DEVICE INDICATES MOUNTING ABOVE COUNTERTOP. - - - ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:38:06 AME0.0 ELECTRICAL COVER SHEETST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOELECTRICAL SHEET INDEX # TITLE ISSUE LOG 50% DD - 10.11.16 100% DD - 11.14.16 50% CD - 12.20.16 PERMIT DRAWINGS - 01.12.17 100% CD - 02.15.2017E0.0 ELECTRICAL COVER SHEET √ √ √ √ √ E0.1 ELECTRICAL ONE-LINE DIAGRAM √ √ √ √ √ E0.2 ELECTRICAL SCHEDULES √ √ √ √ √ E2.0 SITE ELECTRICAL PLAN √ √ E2.1 BASEMENT LEVEL DEMOLITION ELECTRICAL PLAN √ √ √ √ E2.2 MAIN LEVEL DEMOLITION ELECTRICAL PLAN √ √ √ √ E2.3 SANCTUARY LEVEL DEMOLITION ELECTRICAL PLAN √ √ √ √ E2.4 BASEMENT LEVEL ELECTRICAL PLAN √ √ √ √ √ E2.5 MAIN LEVEL ELECTRICAL PLAN √ √ √ √ √ E2.6 SANCTUARY LEVEL ELECTRICAL PLAN √ √ √ √ √ E2.7 CHOIR LOFT & BELFRY LEVEL ELECTRICAL PLAN √ √ √ √ √ E3.2 MAIN LEVEL LIGHTING PLAN √ √ √ √ √ E3.3 SANCTUARY LEVEL LIGHTING PLAN √ √ √ √ √ E3.4 NARTHEX LIGHTING PLAN √ √ √ √ √ E4.1 ELECTRICAL DIAGRAMS √ √ √ √ √ GENERAL NOTES: THESE DRAWINGS ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL). DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER – IN WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE (BEYOND BRANCH CIRCUITS) SHALL BE PERFORMED WITH THE OWNER’S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE PORTABLE GENERATORS, CABLES, OUTLETS, ETC. AS REQUIRED TO MAINTAIN CONTINUITY OF SERVICE. PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO OWNER APPROVAL. REVIEW ARCHITECTURAL, MECHANICAL AND OTHER DRAWINGS PRIOR TO BID. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. PROVIDE PERMITS AND INSPECTIONS REQUIRED. CONTRACTOR’S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR WIRE), PULLBOXES, TRANSFORMER PADS, SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC. REQUIRED. BACKFILL TRENCHES TO 90 PERCENT COMPACTION AND PATCH TO MATCH EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO SUBMIT A COMPLETE CONSTRUCTION DRAWING SET TO THE ELECTRICAL UTILITY COMPANY WITH-IN 10 DAYS OF AWARD OF CONTRACT. COORDINATE TIMELINE OF THEIR REVIEW, APPROVAL, CONSTRUCTION SCHEDULING AND INSTALLATION OF THE UTILITY TRANSFORMER WITH THE UTILITY COMPANY. NOTIFY OWNER OF ANY SCHEDULING CONFLICTS. EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE NOTED “FOR GUIDANCE ONLY”. THE ELECTRICAL CONTRACTOR TO FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND TO INCLUDE IN HIS BID AN ALLOWANCE FOR REMOVAL AND/OR RELOCATION OF EXISTING CONDUITS, WIRES, DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEM TO ALL OTHER WORK AS REQUIRED PROVIDE ELECTRICAL DEMOLITION REQUIRED. REFER TO ARCHITECTURAL AND ELECTRICAL DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK INVOLVED. PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT, WIRE, CABLE, J-BOXES, RECEPTACLES, SWITCHES, LIGHTS, FIRE ALARMS DEVICES, ETC. COMPLETE WITH ASSOCIATED CIRCUITING TO SOURCE. WHERE IT IS NOT FEASIBLE TO REMOVE THE ABOVE, OUTLET SHALL BE ABANDONED, WIRE REMOVED, AND BLANK COVER PLATES PROVIDED. ALL (E) EQUIPMENT, LAMPS, BALLASTS, ETC. BEING REMOVED SHALL BE DISCARDED IN ACCORDANCE WITH APPLICABLE EPA REQUIREMENTS. EXISTING LIGHT FIXTURES, ELECTRICAL EQUIPMENT, ETC. BEING REMOVED SHALL BE RETURNED TO THE OWNER, EXCEPT FOR THOSE ITEMS BEING RELOCATED. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER’S ATTENTION PRIOR TO INSTALLATION. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER’S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY. WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 AMPERES FOR LIGHT SWITCHES, AND 20 AMPERES FOR DUPLEX RECEPTACLES. THE COLOR OF THE DEVICES AND COVER PLATES SHALL BE AS DIRECTED BY ARCHITECT. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. MINIMUM CONDUIT SIZE IS 3/4”. FOLLOW NEC FOR MAXIMUM NUMBER OF CONDUCTORS PER CONDUIT. CONDUIT SHALL BE OF SUFFICIENT SIZE AND CONDUCTOR QUANTITY SHALL BE LIMITED TO ELIMINATE THE NEED TO DE-RATE CONDUCTORS. METAL CLAD CABLE IS PERMITTED. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A 200LB NYLON PULL STRING OR EQUAL, AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION, AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT FOR BRANCH CIRCUITS CONCEALED IN WALLS. WIRE SHALL BE COPPER, 75 DEGREE CELSIUS RATED FOR GENERAL USE. WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER, MINIMUM 90 DEGREE CELSIUS RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30 DEGREE CELSIUS AMBIENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS. PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR EXISTING AND NEW CIRCUITS BEING UTILIZED FOR COMPLETION OF PROJECT. PANEL DIRECTORIES SHALL BE REMOVABLE. ROOM NAMES AND NUMBERS SHALL BE AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. ELECTRICAL CONTRACTOR TO VERIFY EXISTING CIRCUITS TO REMAIN AND CLEARLY DEFINING ON NEW PANEL DIRECTORY. FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT SHALL BE SEAL TITE FLEX AND APPROVED FITTINGS. DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT. FIRE ALARM, SOUND, TELEPHONE, COMPUTER AND SIMILAR SYSTEMS CONDUITS LARGER THAN 1” SHALL HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER). SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER’S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. ISSUE LOG KEY: '√ ' ISSUED AS PART OF SET ' ' NOT PART OF SET ' * ' ISSUED FOR INFORMATION ONLY ISSUE: DATE: City of Aspen Received 6/19/17 Building Department WIRING SCHEDULE - ALUMINUMAMPS(2WG) (3WG) (4WG)1Ø, 2 WIRE, GROUND 1Ø, 3 WIRE, GROUND OR 3Ø, 3 WIRE, GROUND 3Ø, 4 WIRE, GROUND100(2#1 & 1#6 G) 1 1/4"C (3#1 & 1#6 G) 1 1/2"C (4#1 & 1#6 G) 1 1/2"C200(2-250 KCMIL & 1#4 G) 2"C (3-250 KCMIL & 1#4 G) 2 1/2"C (4-250 KCMIL & 1#4 G) 3"C300(2-500 KCMIL & 1#2 G) 2 1/2"C (3-500 KCMIL & 1#2 G) 3"C (4-500 KCMIL & 1#2 G) 3 1/2"C8003[(2-400 KCMIL & 1#3/0 G) 2 1/2"C] 3[(3-400 KCMIL & 1#3/0 G) 3"C] 3[(4-400 KCMIL & 1#3/0 G) 3 1/2"C]CONDUCTOR SIZES ARE BASED ON 75° TERMINATIONS.CONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).WIRING SCHEDULE - COPPERAMPS(2WG) (3WG) (4WG)1Ø, 2 WIRE, GROUND 1Ø, 3 WIRE, GROUND OR 3Ø, 3 WIRE, GROUND 3Ø, 4 WIRE, GROUND20(2#12 & 1#12 G) 3/4"C (3#12 & 1#12 G) 3/4"C (4#12 & 1#12 G) 3/4"C30(2#10 & 1#10 G) 3/4"C (3#10 & 1#10 G) 3/4"C (4#10 & 1#10 G) 3/4"C40(2#8 & 1#10 G) 3/4"C (3#8 & 1#10 G) 3/4"C (4#8 & 1#10 G) 1"C50(2#6 & 1#10 G) 3/4"C (3#6 & 1#10 G) 1"C (4#6 & 1#10 G) 1"C60(2#4 & 1#10 G) 1"C (3#4 & 1#10 G) 1"C (4#4 & 1#10 G) 1 1/4"C70(2#4 & 1#8 G) 1"C (3#4 & 1#8 G) 1 1/4"C (4#4 & 1#8 G) 1 1/4"C80(2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8 G) 1 1/2"C90(2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8 G) 1 1/2"C100(2#1 & 1#8 G) 1 1/4"C (3#1 & 1#8 G) 1 1/2"C (4#1 & 1#8 G) 1 1/2"C200(2#3/0 & 1#6 G) 1 1/2"C (3#3/0 & 1#6 G) 2"C (4#3/0 & 1#6 G) 2"CCONDUCTOR SIZES ARE BASED ON 60° TERMINATIONS LESS THAN 100A AND 75° TERMINATIONS GREATER THAN 100ACONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).SERVICE WIRING SCHEDULEAMPSALUMINUM(4W)GROUNDING ELECTRODE CONDUCTOR3Ø, 4 WIRE W.P. M.F. C.E.C. G.RING G. ROD8003[(4-400 KCMIL) 3"C]#3/0 CU #3/0 CU #3/0 CU #3/0 CU #6 CUCONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).ABBREVIATIONS: W.P. - WATER PIPE; M.F. - METAL FRAME OR STRUCTURE; C.E.C. - CONCRETE ENCASED ELECTRODE;G.RING. - GROUND RING; G.ROD - GROUND ROD, PIPE OR PLATE ELECTRODEDISTRIBUTION PANEL:VOLTAGE:120/208V, 3PH, 4W(N)MDPMINIMUM BUS:800LOCATION:MAIN:ELEV LOBBY 001MLOMOUNTING:MINIMUM AIC:RECESSED22,000PANELS/RISERSMOTORS/EQUIPMENTPANELSUBTOTALDEMAND PANEL TOTALMARK:P0P1AM0 SPAREEL-1CH-1OCPD:100/3 CB 300/3 CB 300/3 CB 100/3 CB 200/3 CB 175/3 CBLIGHTING1200 1585595 0 0 17150125%21438RECEPTACLES3240 23040 1920 0 0 28200 NEC 220 19100LARGEST MOTOR0 166266009 41382 51817 5181725%12954MOTORS0 17634 32337 0 0 143170100%143170EQUIPMENT6428 1349614064 0 0 33988100%33988APPLIANCES0 12416 4992 0 0 17408 6 11315PANEL TOTAL (KVA):242.0GENERAL NOTES:1.PROVIDE LOCKABLE HANDLES ON CIRCUIT BREAKERS.PANEL TOTAL (A):6722.PANEL:(N)P0VOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:100LOCATION:ELEV LOBBY 001MAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:22,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 1200 L(E)BASEMENT LIGHTS120+20 1 R ELEV LOBBY 001 720 23 1664 E(E)ORGAN BLOWER220+20 1 R BASEMENT STORAGE 900 45 1664 E -- -- --+20 1 R BOILER ROOM 720 67 1500 E MEN 116 HAND DRYER 1 20+20 1 R EXTERIOR REC 360 89 100 E MEN 116 URINALS 1 20+20 1 R MEN 116/WOMEN 110 540 1011 1500 E WOMEN 110 HAND DRYER 1 20+20 1 SPARE 1213 SPARE 1 20+20 1 SPARE 1415 SPARE 1 20+20 1 SPARE 1617 SPARE 1 20+20 1 SPARE 1819 SPARE 1 20+SPACE 2021 SPACE+SPACE 2223 SPACE+SPACE 2425 SPACE+SPACE 2627 SPACE+SPACE 2829 SPACE+SPACE 30LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.ALL CIRCUITS WITH (E) ARE EXISTING TO REMAIN.(L) LIGHTING12001200125%1500B.(R) RECEPTACLES32403240NEC 2203240C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT64286428100%6428SPECIFIC NOTES:(A) APPLIANCES0000(1)PANEL TOTAL (KVA):11.2(2)(3)PANEL TOTAL (A):54(4)(5)PANEL:(N)M0VOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:400LOCATION:BOILER ROOMMAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:10,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 2496 A(E)STOVE230+20 1 E(E)WASHER1920 23 2496 A -- -- --+60 2 E(E)DRYER4992 45 1920 R(E)PHONE REC120+-- -- E -- 4992 67 2003 LM AHU-1 3 30+30 2 M FC-1 1144 89 2003 LM -- -- --+-- -- M -- 1144 1011 2003 LM -- -- --+20 1 SPARE 1213 2003 M AHU-2 3 30+20 1 SPARE 1415 2003 M -- -- --+20 1 SPARE 1617 2003 M -- -- --+20 1 SPARE 1819 400 ECUH-1 (x4)120+25 1 M FC-7 1536 2021 200 ECUH-2 (x2)120+20 2 M FC-8 894 2223 200 ECUH-3 (x3)120+-- -- M -- 894 2425 450 ECUH-4 (x4)120+20 1 E B-1 180 2627 1144 M P-1 2 20+20 1 E B-1 180 2829 1144 M -- -- --+20 1 MEF-1 (x2)360 3031 1144 M P-1 2 20+20 1 M EF-2 144 3233 1144 M -- -- --+20 1 MGF-1 (x3)150 3435 221 M P-2 2 20+20 1 E MOTORIZED LOUVER 150 3637 221 M -- -- --+20 1 E BASEMENT DAMPERS 300 3839 221 M P-2 2 20+20 1 E MAIN LEVEL DAMPERS 100 4041 221 M -- -- --+20 1 L(E)TIME CLOCK95 4243 1656 M P-3 1 30+20 1 M EF-3 264 4445 75 M P-4 1 20+20 1 SPARE 4647 1176 M P-5 1 20+20 1 SPARE 4849 1030 M P-6 2 20+20 1 SPARE 5051 1030 M -- -- --+20 1 SPARE 5253 1030 M P-6 2 20+SPACE 5455 1030 M -- -- --+SPACE 5657 651 M P-7 2 20+SPACE 5859 651 M -- -- --+SPACE 6061 SPARE 1 20+SPACE 6263 SPARE 1 20+SPACE 6465 SPARE 1 20+SPACE 6667 SPARE 1 20+SPACE 6869 SPACE+SPACE 7071 SPACE+SPACE 72LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.ALL CIRCUITS WITH (E) ARE EXISTING TO REMAIN.(L) LIGHTING9595125%119B.(R) RECEPTACLES19201920NEC 220 1920 C.(LM) LARGEST MOTOR6009600925%1502D.(M) MOTORS (ALL)3233732337100%32337E.(E) EQUIPMENT1406414064100%14064SPECIFIC NOTES:(A) APPLIANCES4992499214992(1)PANEL TOTAL (KVA):54.9(2)(3)PANEL TOTAL (A):153(4)(5)PANEL:(N)P1AVOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:400LOCATION:HALL 117MAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:22,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 1664 A(E)KITCHEN DISPOSAL220+20 1 L(E)LTG MEETING R 101120 23 1664 A -- -- --+20 1 L(E)LTG MEETING R 102120 45 1440 L(E)KITCHEN LIGHTS120+20 1 L(E)LTG MEETING R 103120 67 1920 R(E)PASS WINDOW REC120+20 1 L(E)LTG MEETING R 104120 89 1920 R(E)PASS WINDOW REC120+20 1 L(E)LTG MEETING R 105120 1011 1664 A(E)KITCHEN STEAM TABLE220+20 1 L(E)LTG MEETING R 106120 1213 1664 A -- -- --+20 1 L(E)LTG MEETING R 107120 1415 1920 A(E)KITCHEN COFFEE120+20 1 E(E)MEETING ROOM FANS540 1617 1920 A(E)ANSUL & OVEN120+20 1 E(E)MAG DOOR HOLDER500 1819 1920 E(E)KITCHEN REC120+20 1 L HALLWAY 111 265 2021 1920 E(E)KITCHEN UC REF120+20 1 L MAIN LEVEL OFFICE 1585 2223 1920 E(E)FREEZER120+20 1 L MAIN LEVEL ENTRY 1810 2425 1920 E(E)REFRIGERATOR120+20 1 L SANCTUARY ENTRY 1055 2627 1920 A(E)DISHWASHER120+20 1 L VESTING 208/ALTER 209 642 2829 1920 E(E)KITCHEN ICE120+20 1 L SANCTUARY/NAVE 1800 3031 1008 M(E)MUA UNIT120+20 1 L SANCTUARY/NAVE 1800 3233 1200 L SANCT. TRACK LTG 1 20+20 1 L SANCTUARY/NAVE 1000 3435 1200 L SANCT. TRACK LTG 1 20+20 1 L SANCTUARY/NAVE 1218 3637 5542 LM(E)KITCHEN HOOD FAN3100+100 3 E(E)PANEL 'P1B'3839 5542 LM -- -- --+-- -- E -- 4041 5542 LM -- -- --+-- -- E -- 42LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.ALL CIRCUITS WITH (E) ARE EXISTING TO REMAIN.(L) LIGHTING15855 015855125%19819B.(R) RECEPTACLES3840 1920023040NEC 220 16520 C.(LM) LARGEST MOTOR16626 01662625%4157D.(M) MOTORS (ALL)17634 017634100%17634E.(E) EQUIPMENT10640 285613496100%13496SPECIFIC NOTES:(A) APPLIANCES12416 0124165 8691(1)PANEL TOTAL (KVA):80.3(2)(3)PANEL TOTAL (A):223(4)(5)PANEL:(N)P1BVOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:100LOCATION:HALL 117MAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:10,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 540 R STORAGE 121 1 20+20 1 R HALLWAY 111 540 23 540 R ENTRY 100 COFFE BAR 1 20+20 1 R OFFICE 119 900 45 900 R STORAGE 122 1 20+20 1 R OFFICE 114 900 67 1080 R MEETING R 1/2 1 20+20 1 R OFFICE 113 900 89 1080 R MEETING R 3/4/5 1 20+20 1 R HALL 115/117/118 1080 1011 1260 R MEETING R 6/7 1 20+20 1 R CONF RM 112 900 1213 1000 R COPIER REC. 1 20+20 1 R MEETING RM PROJ. 540 1415 720 R WEST NAVE 1 20+20 1 R ALTER SERVER 209 900 1617 900 R EAST NAVE 1 20+20 1 R VESTING 208 540 1819 720 R SANCTUARY 207 1 20+20 1 R CHOIR LOFT/ORGAN 720 2021 1296 E SANCT. SPEAKERS 1 20+20 1 R BELFRY REC 180 2223 1200 E SANCT. SUBWOOFER 1 20+20 1 R COFFEE BAR UC REF 1000 2425 360 E CHOIR LOFT PROJ. 1 20+20 1 R VESTING 208 REF 1000 2627 360 R ALTER SERVER 209 AV 1 20+20 1 SPARE 2829 SPARE 1 20+20 1 SPARE 3031 SPARE 1 20+20 1 SPARE 3233 SPARE 1 20+20 1 SPARE 3435 SPARE 1 20+20 1 SPARE 3637 SPARE 1 20+20 1 SPARE 3839 SPARE 1 20+20 1 SPARE 4041 SPARE 1 20+20 1 SPARE 42LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.(L) LIGHTING00125%0B.(R) RECEPTACLES1920019200NEC 220 14600 C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT28562856100%2856SPECIFIC NOTES:(A) APPLIANCES0000(1)PANEL TOTAL (KVA):17.5(2)(3)PANEL TOTAL (A):48(4)(5)SHORT CIRCUIT / VOLTAGE DROP CALCULATION SUMMARYPOINTTAGVOLTAGE /PHASELENGTH(FT)COPPER /ALUMINUMCONDUITWIRESIZE# OFSETSFEEDERVOLTAGEDROP (%)TOTALVOLTAGEDROP (%)IscAVAILABLEUPSTREAMIsc (FAULT)F1DISCONNECT208V, 3Ø10AN400 30.1% 0.1%59,600 54,709F2 MDP208V, 3Ø65AN400 30.7% 0.8%17,471 14,928F3 M0208V, 3Ø75AS50010.4% 1.2%14,928 9,971F4P0208V, 3Ø10AS110.1% 0.9%14,928 11,777F5P1A208V, 3Ø50AS50010.4% 1.2%14,928 11,212F6P1B208V, 3Ø10AS110.1% 1.3%11,212 9,336** FOR DESIGN PURPOSES, A 300KVA UTILITY TRANSFORMER WITH A MAXIMUM AVAILABLE (SYMMETRICAL) FAULT AT THE SECONDARY OF 59,600 AMPSHAS BEEN ASSUMED. ACTUAL TRANSFORMER AND FAULT CURRENT INFORMATION SHALL BE PROVIDED TO THE ELECTRICAL ENGINEER, PRIOR TOPURCHASING ANY ELECTRICAL EQUIPMENT, TO ALLOW VERIFICATION OF THESE CALCULATIONS. SHORT CIRCUIT CALCULATIONS ARE FURNISHED FORALL FAULT LEVELS ABOVE 10,000 AMPS @ 208 VOLT. ANY FAULT CURRENT BELOW THIS LEVEL IS CONSIDERED SAFE FOR THE ELECTRICAL SYSTEM TOCLEAR OR EQUIPMENT IS BUILT TO WITHSTAND THIS LEVEL OF FAULT SAFELY.T200/3300/3200/3100/3300/3(N) MDP800A MLO208Y/120V, 3P, 4WMNG20 L.F. OF #3/0 CU ENCASEDIN MIN. 2" OF CONCRETE.I.A.W. N.E.C. 205-52(C)WATER SERVICE I.A.W.N.E.C. 250-52(A)BUILDING STEEL I.A.W.N.E.C. 250-52(B)GROUNDING ELECTRODECONDUCTORS SIZED PERSERVICE WIRING SCHEDULE.SPACEPANEL'P1A'(N)PANEL'M0'(N)PANEL'P0'(N)300A(4WG)AL300A(4WG)ALSPACE100/3200A(3WG)CU800A(4WG)AL800A, 208V/3 FUSED SERVICEDISCONNECT SWITCH WITHUTILITY METERING AND NEMA3R ENCLOSURE800A(4W)ALBASEMENTMAIN LEVELPANEL'P1B'(N)100A(4WG)ALSPARECH1EL1100A(4WG)ALSPDF1F2F3F4F5F6BUSSMANN KRP-C_SP800A FUSE(E)RECONNECT EXISTINGFEEDER TO NEW CIRCUITBREAKERALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 4:02:40 PME0.1ELECTRICALONE-LINEDIAGRAMST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: NONE1ELECTRICAL ONE-LINE DIAGRAM33City of Aspen Received 6/19/17Building Department LUMINAIRE SCHEDULETYPE DESCRIPTION MOUNTINGRECESSDEPTHLAMPSINPUT WATTS VOLT MANUFACTURER CATALOG NUMBERSPECIFICNOTESQTY TYPEDP1 DECORATIVE CUSTOM LED PENDANT IN SANCTUARY PENDANT -LED AS SUPPLIED,3000KALLOW 100WATTS120 RAMBUSCHCUSTOM FIXTURE WITH A MINIMUM OF6000 LUMEN OUTPUT5DP2EXISTING PENDANT FROM SANCTUARY, REFURBISHEDAND RELOCATED TO STAIRPENDANT - 6ARCHIPELAGOCA10 3.5W LAMP360 120 - -DP3 DECORATIVE PENDANT IN MEETING ROOMS PENDANT -LED AS SUPPLIED,3000K60 120SCOTTARCHITECTURALLIGHTING24" S2355-L60-30K-PC (BRONZEMETALLIC)-LF06-OA24"DP4 DECORATIVE PENDANT IN OFFICE CEILING - 3 CREE 16.5W A19 60 120 HINKLEY SUSSEX 4791EZ 6DS1 DECORATIVE SURFACE MOUNT IN VESTING CEILING - 3 CREE 16.5W A19 225 120 HINKLEY SUSSEX 4791EZDW1 DECORATIVE WALL SCONCE IN RESTROOMS WALL -LED AS SUPPLIED,3000K13.5 120 ELK 66170-1-LED OILED BRONZEDW2DECORATIVE CUSTOM WALL SCONCE IN NARTHEXCOMPLIMENTARY TO PENDANT IN SANCTUARY, ADACOMPLIANTWALL -LED AS SUPPLIED,3000K8 120 RAMBUSCHCUSTOM FIXTURE WITH MINIMUM OF800 LUMEN OUTPUT5(E)EXISTING FIXTURE TO REMAINE1EXTERIOR DUAL HEAD ADJUSTABLE LED BULLET LIGHTWITH INTEGRAL TRANSFORMERSURFACE -LED AS SUPPLIED,3000K14 120/12 BK LIGHTINGDS-LED-E66-MFL-A9-BZP-A-360SLBC5-BZP MB3-BZP TRSS-75-120E2WALL MOUNTED EXTERIOR LED DOWNLIGHT WITHEMERGENCY BATTERY BACKUPWALL -LED AS SUPPLIED,4000K17 120 DUAL-LITE PGN-ZE3EXTERIOR DECORATIVE LED WALL SCONCE WITHREMOTE EMERGENCY BATTERY BACK UPWALL -LED AS SUPPLIED,2700K15 120 HINKLEY PULLMAN 2210OZ-LED 4R1RECESSED 6" APERTURE LED WALL WASHER, 2000LUMENSRECESSED 7 9/16"LED AS SUPPLIED,3000K23.2 120 GOTHAM LIGHTING EVO-WW-30/20-6AR-LD-MVOLTR2 RECESSED 6" APERTURE LED DOWNLIGHT, 2000 LUMENS RECESSED 7 9/16"LED AS SUPPLIED,3000K23.2 120 GOTHAM LIGHTING EVO-30/20-6AR-WD-LD-MVOLTR2ERECESSED 6" APERTURE LED DOWNLIGHT, 2000 LUMENSWITH EMERGENCY BATTERY BACKUPRECESSED 7 9/16"LED AS SUPPLIED,3000K23.2 120 GOTHAM LIGHTING EVO-30/20-6AR-WD-LD-MVOLT-ELR3 RECESSED 2" APERTURE LED DOWNLIGHT, 1000 LUMENS RECESSED 7 1/4"LED AS SUPPLIED,3000K13 120 GOTHAM LIGHTINGICO-30/10-2AR-LED-50D-MVOLT-UGZ-NCHR4SEMI-RECESSED ADJUSTABLE LED DOWNLIGHT WITHFINISH TO MATCH BEAMRECESSED 5" 1SORAA MR16 9WSM16-09-25D- 930-0335 120CONTRASTLIGHTINGT7124-05 IT7000E PROVIDE UL LABELFOR 35W MAX WATTAGER4WSEMI-RECESSED ADJUSTABLE LED DOWNLIGHT WITHWHITE FINISHRECESSED 5" 1SORAA MR16 9WSM16-09-25D- 930-0335 120CONTRASTLIGHTINGT7124-05 IT7000E PROVIDE UL LABELFOR 35W MAX WATTAGE WHITE FINISHR5 RECESSED LED PUCK LIGHT IN MILLWORK/NICHERECESSED 0.73"LED AS SUPPLIED,3000K1 12 EDGE LIGHTING DOT-RD-1W-30D-30K-BZ TE-60L-12 1R6RECESSED ADJUSTABLE LED DOWNLIGHT, 2200 LUMENSWITH IC HOUSINGRECESSED 7 3/16"LED AS SUPPLIED,3000K25 120 WAC LIGHTING R4RAT-F-930-HZ R4RNT-25R6RRECESSED REMODELER ADJUSTABLE LED DOWNLIGHTWITH 2200 LUMENSRECESSED 7 3/16"LED AS SUPPLIED,3000K25 120 WAC LIGHTING R4RAT-F-930-HZ R4BRT-25R7 RECESSED 2 3/8" LED ADJUSTABLE LED DOWNLIGHT RECESSED 3 1/4"LED AS SUPPLIED,3000K5 12 JUNO LIGHTING MG1LG2-930-FL-SN TL602E-60-WH 1S112'" LONG LED GRAZING FIXTURE MOUNTED IN BASE OFSCULPTURE STANDSURFACE -LED AS SUPPLIED,3000K5.2 24 LUMINIIKENDO M GRAZE-12"-30K- HO-11-A-WHLTEA4U1UKL-CV2401S2 4' LONG LENSED LED SURFACE -LED AS SUPPLIED,3000K42 120 LITHONIAZL1N-L48-5000LM-FST-MVOLT-30K-80CRI-WHS3SURFACE MOUNTED LINEAR LED TAPE LIGHT WITHMINIMUM CRI OF 98SURFACE -LED AS SUPPLIED,3000K2.5 W/FT 24 LUMINII LL30-3OK HST PSD-96-24 1S4 SURFACE MOUNTED LINEAR UNDER CABINET LIGHT SURFACE -LED AS SUPPLIED,3000K8 W/FT 120 WAC LIGHTINGLEDME PRO AC-LED SERIESBA-ACLED-*-930-BZ2T1SURFACE MOUNTED LINE VOLTAGE TRACK WITH TWOCIRCUIT WITH TWO NEUTRALSSURFACE -LED AS SUPPLIED,3000K17 W/2FT 120 TIMES SQUAREAXT13-98-30-B-120-*-TA1/TE2 -LEE-SERIES TRACK3W1 2' LONG WALL MOUNTED LENSED LED SURFACE -LED AS SUPPLIED,3000K22 120 LITHONIAZL1N-L24-2500LM-FST-MVOLT-30K-80CRI-WHW2 SMALL LED WALL SCONCE IN CONFESSIONAL WALL -LED AS SUPPLIED,AMBER16 120 HINKLEY AVENUE 61222OZW3CONFESSIONAL INDICATOR LIGHT WITH RED AND GREENMARKER ON SEPARATE SWITCHRECESSED 2.5" LED AS SUPPLIED 8 120 WINONAMARKER06-RECT-CPTN-INT-2/LSR1-RED-GRN-MVOLT-RG1-*-MOD DUALCIRCUITX1TRADITIONAL STYLE, CEILING MOUNTED, LED EXIT SIGNWITH RED LETTERING, SANDBLASTED FACE, ANDEMERGENCY BATTERY BACKUPCEILING - LED AS SUPPLIED 1 120 COLE KCL-612-RED-120-EMX1WTRADITIONAL STYLE, WALL MOUNTED, LED EXIT SIGNWITH RED LETTERING, SANDBLASTED FACE, ANDEMERGENCY BATTERY BACKUPWALL - LED AS SUPPLIED 1 120 COLE KWL-612-RED-120-AR-EMX2CONCEALED EMERGENCY EGRESS LIGHT WITHBATTERY BACK UPRECESSED 3 5/8" 2 LED AS SUPPLIED 10 120 CONCEALITE F5000-LED30-90-SD-NCX3THERMOPLASTIC LED EXIT SIGN WITH RED LETTERING,EGRESS LIGHTS, AND BATTERY BACKUPWALL - LED AS SUPPLIED 5 120 EVENLITE TCXCOM-R-U-WX4EXTERIOR LED EGRESS LIGHT WITH BATTERY BACK UPAND HEATERWALL - LED AS SUPPLIED 15.2 120 DUAL-LITE PG-Z-HTRGENERAL NOTES:A.THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTEPRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND ELECTRICAL DIVISION SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWINGS ANDSPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE PRICING.B.REFER TO DRAWINGS FOR FIXTURES REQUIRING EMERGENCY BATTERY BACKUP OPTION (SHOWN BY HATCH IN/OVER SYMBOL). MINIMUM LIGHT OUTPUT FOR EM BALLAST SHALL BE 600 LUMENS.C. ALL FLUORESCENT LAMPS ARE TO BE 3000° KELVIN COLOR TEMPERATURESPECIFIC NOTES:(1)REMOTE DRIVER REQUIRED.(2)PROVIDE DIFFERENT LENGTHS MOUNTED END TO END TO PROVIDE LENGTHS SHOWN ON PLANS.(3)PROVIDE A 20 AND 40 DEGREE REFLECTOR FOR EACH TRACK HEAD.(4)PROVIDE REMOTE INVERTER FOR EGRESS LIGHTING, BODINE ELI-S-20. LOCATE IN CLOSEST STORAGE UNDER STAIRS.(5)APPROVED ALTERNATE BIDDER: ST. LOUIS LIGHTING.(6)PROVIDE FACTORY INSTALLED LABEL INDICATING MAX WATTAGE PER SOCKET IS 20 WATTS.MECHANICAL EQUIPMENT SCHEDULEMARK DESCRIPTIONVOLT /PHASEHP WATTS FLA MCA MOCPDISCONNECT/FUSE SIZEFEEDER SPECIFIC NOTESAHU-1 AIR HANDLING UNIT 208/3 5 6009 15.7 19.6 30A3P 30A, 3P, NF30A(4WG)CUM0-7,9,11AHU-2 AIR HANDLING UNIT 208/3 5 6009 15.7 19.6 30A3P 30A, 3P, NF30A(4WG)CUM0-13,15,17CH-1 CHILLER 208/3 - 51817 - 144.0 200A3P 200A, 3P, NF200A(3WG)CUMDPFC-1 FAN COIL UNIT 208/1 1 1/2 2288 11.0 13.8 30A1P 30A, 2P, NF30A(2WG)CUM0-8,10FC-7 FAN COIL UNIT 120/1 1 1536 12.8 16.0 25A1P1P MOTORRATED SWITCH30A(2WG)CUM0-20FC-8 FAN COIL UNIT 208/1(2)1/21788 8.6 10.8 20A2P 30A, 2P, NF20A(2WG)CUM0-22,24CUH-1 CABINET UNIT HEATER 120/1 - 100 0.8 1.0 20A1P INTEGRAL20A(2WG)CUM0-19CUH-2 CABINET UNIT HEATER 120/1 - 100 0.8 1.0 20A1P INTEGRAL20A(2WG)CUM0-21CUH-3 CABINET UNIT HEATER 120/1 - 66.8 0.6 0.7 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-23CUH-4 CABINET UNIT HEATER 120/1 - 50 0.4 0.5 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-25B-1 BOILER 120/1 - 180 1.5 1.9 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-26 M0-28P-1 BOILER INJECTION PUMP 208/1 1 1/2 2288 11.0 13.8 20A2P 30A, 2P, NF20A(2WG)CUM0-27,29 M0-31,33P-2 HWS/R CIRC PUMP 208/1 - 442 2.1 2.7 20A2P 30A, 2P, NF20A(2WG)CUM0-35,37 M0-39,41P-3 WATER HEATER CIRC PUMP 120/1 3/4 1656 13.8 17.3 30A1P1P MOTORRATED SWITCH30A(2WG)CUM0-43P-4 DHW RE-CIRC PUMP 120/1 1/25 72 0.6 0.8 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-45P-5 SMS/R CIRC PUMP 120/1 1/2 1176 9.8 12.3 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-47P-6 CHS/R PUMP 208/1 1 1/4 2059 9.9 12.4 20A2P 30A, 2P, NF20A(2WG)CUM0-49,51 M0-53,55P-7 CHILLED WATER PUMP 208/1 - 1301 6.3 7.8 20A2P 30A, 2P, NF20A(2WG)CUM0-57,59EF-1 EXHAUST FAN 120/1 - 180 1.5 1.9 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-30EF-2 EXHAUST FAN 120/1 - 144 1.2 1.5 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-32EF-3 EXHAUST FAN 120/1 - 264 2.2 2.8 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-44GF-1 GLYCOL FEEDER 120/1 - 50 0.4 0.5 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-34GENERAL NOTES:A. SEE SPECIFICATIONS FOR ELECTRICAL DIVISION AND MECHANICAL DIVISION MOTOR STARTER COORDINATION.B. PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP.C. PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING.D.WHEN EQUIPMENT IS LISTED WITH ONLY A HORSEPOWER RATING THE DISCONNECT AND FEEDER ARE SIZED PER THE N.E.C.SPECIFIC NOTES:(1)(2)(3)(4)ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:26 PME0.2ELECTRICALSCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO33333City of Aspen Received 6/19/17Building Department CH 1 T M ELECTRICAL METER CT CABINET ELECTRICAL SERVICE DISCONNECT TO 'MDP' LOCATED IN BASEMENT REFER TO ELECTRICAL ONE-LINE DIAGRAME ON SHEET E0.1 FOR FEEDER INFORMATION. WP P0-8 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:38:13 AME2.0 SITE ELECTRICAL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1/8" = 1'-0" SITE ELECTRICAL PLAN ISSUE: DATE: City of Aspen Received 6/19/17 Building Department A C E B D 1 2 3 4 5 6 7 8 9 1 ELEV EQUIP 002 STORAGESTORAGE BOILER ROOM CRAWL SPACE CRAWL SPACE CRAWL SPACE ELEV LOBBY 001 2 +48" +36" +48" +60" (E) 200A ELEV DISCONNECT (E) (E) (E)WASHER (E) (E) (E) (E) (E)DRYER ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:38:17 AME2.1 BASEMENT LEVEL DEMOLITION ELECTRICAL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES: 1 SCALE: 3/16" = 1'-0" BASEMENT LEVEL DEMOLITION ELECTRICAL PLAN ALL DEVICES AND LIGHTING ON WALLS AND CEILINGS SHOWN FOR DEMOLITION SHALL BE DEMOLISHED. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INTERIOR DEMOLITION SCOPE. ELECTRICAL CONTRACTOR SHALL REMOVE ALL DEMOLISHED ITEMS FROM SITE UNLESS OWNER WISHES TO RETAIN. ITEMS REMOVED FROM SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. FIELD VERIFY ALL COMPONENTS PRIOR TO DEMOLITION. THE INFORMATION ON THIS SHEET WAS OBTAINED, IN PART, FROM HISTORIC DESIGN DRAWINGS. ONLY PORTIONS OF THE SYSTEMS WERE ACCESSIBLE FOR VISUAL CONFIRMATION DURING DESIGN PROCESS. FOR ALL ITEMS TO BE DEMOLISHED, REMOVE CIRCUIT BACK TO POINT OF CONNECTION. MAKE BRANCH CIRCUIT WITH REMAINING DEVICES CONTINUOUS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OF INFORMATION REPRESENTED IN THE DOCUMENTS VERSUS WHAT IS FOUND IN THE FIELD. ALL DEVICES/EQUIPMENT DENOTED WITH (E) ARE EXISTING TO REMAIN. 1. 2. 3. 4. 5. 6. DEMOLITION NOTES: EXISTING MAIN DISTRIBUTION PANEL AND SUB-PANEL SHALL BE DEMOLISHED. REFER TO ONE-LINE DIAGRAM ON SHEET E0.1 FOR NEW DISTRIBUTION. EXISTING BOILER ROOM PANEL SHALL BE DEMOLISHED. REFER TO ONE-LINE DIAGRAM ON SHEET E0.1 FOR NEW DISTRIBUTION. 2 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department TVTVTVTVJ TVA C E B D 1 2 3 4 5 6 7 8 9 1 ENTRY 100 MEETING RM 102 MEETING RM 103 MEETING RM 104 MEETING RM 105 HALLWAY 111 VEST. 120 MEETING RM 101 STOR 122 MEETING RM 107 2 30A CONDENSING UNIT DISCONNECT C C C C HAND DRYER C C C C (E)WP (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) KITCHEN 109 MEETING RM 106 STOR 121 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:38:25 AME2.2 MAIN LEVEL DEMOLITION ELECTRICAL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES: 1 SCALE: 3/16" = 1'-0" MAIN LEVEL DEMOLITION ELECTRICAL PLAN ALL EXISTING KITCHEN EQUIPMENT TO REMAIN. RECONNECT EXISTING CIRCUITS TO NEW PANEL 'P1A' PER PANEL SCHEDULE. EXISTING MAIN LEVEL BRANCH PANELS SHALL BE DEMOLISHED. REFER TO ONE-LINE DIAGRAM ON SHEET E0.1 FOR NEW DISTRIBUTION. 2 ALL DEVICES AND LIGHTING ON WALLS AND CEILINGS SHOWN FOR DEMOLITION SHALL BE DEMOLISHED. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INTERIOR DEMOLITION SCOPE. ELECTRICAL CONTRACTOR SHALL REMOVE ALL DEMOLISHED ITEMS FROM SITE UNLESS OWNER WISHES TO RETAIN. ITEMS REMOVED FROM SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. FIELD VERIFY ALL COMPONENTS PRIOR TO DEMOLITION. THE INFORMATION ON THIS SHEET WAS OBTAINED, IN PART, FROM HISTORIC DESIGN DRAWINGS. ONLY PORTIONS OF THE SYSTEMS WERE ACCESSIBLE FOR VISUAL CONFIRMATION DURING DESIGN PROCESS. FOR ALL ITEMS TO BE DEMOLISHED, REMOVE CIRCUIT BACK TO POINT OF CONNECTION. MAKE BRANCH CIRCUIT WITH REMAINING DEVICES CONTINUOUS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OF INFORMATION REPRESENTED IN THE DOCUMENTS VERSUS WHAT IS FOUND IN THE FIELD. ALL DEVICES/EQUIPMENT DENOTED WITH (E) ARE EXISTING TO REMAIN. 1. 2. 3. 4. 5. 6. DEMOLITION NOTES: ISSUE: DATE: City of Aspen Received 6/19/17 Building Department A C E B D 1 2 3 4 5 6 7 8 9 STAIR 201 STOR 202 STAIR 203 NARTHEX 204 VEST 205 NAVE 206 SANCTUARY 207 VESTING / SACRISTY 208 ALTAR SERVER VESTING 209 1 (E)(E) (E) (E)(E)(E) ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:38:30 AME2.3 SANCTUARY LEVEL DEMOLITION ELECTRICAL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" SANCTUARY LEVEL DEMOLITION ELECTRICAL PLAN ALL DEVICES AND LIGHTING ON WALLS AND CEILINGS SHOWN FOR DEMOLITION SHALL BE DEMOLISHED. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INTERIOR DEMOLITION SCOPE. ELECTRICAL CONTRACTOR SHALL REMOVE ALL DEMOLISHED ITEMS FROM SITE UNLESS OWNER WISHES TO RETAIN. ITEMS REMOVED FROM SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. FIELD VERIFY ALL COMPONENTS PRIOR TO DEMOLITION. THE INFORMATION ON THIS SHEET WAS OBTAINED, IN PART, FROM HISTORIC DESIGN DRAWINGS. ONLY PORTIONS OF THE SYSTEMS WERE ACCESSIBLE FOR VISUAL CONFIRMATION DURING DESIGN PROCESS. FOR ALL ITEMS TO BE DEMOLISHED, REMOVE CIRCUIT BACK TO POINT OF CONNECTION. MAKE BRANCH CIRCUIT WITH REMAINING DEVICES CONTINUOUS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OF INFORMATION REPRESENTED IN THE DOCUMENTS VERSUS WHAT IS FOUND IN THE FIELD. ALL DEVICES/EQUIPMENT DENOTED WITH (E) ARE EXISTING TO REMAIN. 1. 2. 3. 4. 5. 6. DEMOLITION NOTES: DEMOLISH EXISTING SWITCHES AND CIRCUIT BREAKERS IN THIS LOCATION. FLAG NOTES: 1 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department JJJJJJJACEBD123456789ELEV EQUIP002STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEELEV LOBBY001+48"+48"+48"+48"+48"'MDP'+48"1123B1B1+48"(E)(E)(E)(E)(E)DRYER(E)WASHER'M0''P0'M0-2M0-2M0-5M0-5M0-4,6M0-4,6P0-2P0-2P0-2P0-2P0-2P0-2P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-6P0-6P0-6P0-6P0-6P0-6P0-6P0-6P0-2P0-2(E)(E)FC1111113333333ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:28 PME2.4BASEMENTLEVELELECTRICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES:1PROVIDE 20A, 120V CIRCUIT FORMOTORIZED DAMPERS.EXISTING ELEVATOR TO REMAIN.RECONNECT EXISTING FEEDER TONEW PANEL 'MDP' PER ONE-LINEDIAGRAM ON SHEET E0.1.PROVIDE ELECTRICAL CONNECTIONSTO (2) P-1, (2) P-2, (1) P-3, (1) P-4, (1) P-5,(2) P-6, (1) P-7, AND (3) GF-1 PUMPS INTHIS AREA. COORDINATE WITHMECHANICAL CONTRACTOR.23SCALE: 3/16" = 1'-0"BASEMENT LEVEL ELECTRICAL PLANALL MOTORIZED DAMPERS THIS SHEETSHALL BE CIRCUITED TO M0-38.1.POWER NOTES:City of Aspen Received 6/19/17Building Department TVJJJJJTVTVJJHHHHHJACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111WOMEN110OFFICE113MEN116HALL115OFFICE114OFFICE119HALL117RECEPT118VEST.120MEETING RM101OFFICE122MEETING RM107CONF RM112CCCCCCC'P1A'+42"+42"'P1B'COPIER1222EF1EF1FC7FC833CUH3CUH3+42"CUH4CUH4CUH4CUH2CUH2CUH4CUH4CUH4CUH4CUH1CUH3CUH4CUH144455(E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)WP(E)(E)(E)(E)(E)P0-8P0-8STOR121P1B-1P1B-1P1B-1P1B-1P1B-1P1B-1P1B-3P1B-3P1B-3P1B-3P1B-3P1B-3P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-9P1B-9 P1B-9P1B-9P1B-9P1B-9 P1B-9P1B-9 P1B-9P1B-9P1B-9P1B-9P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-2P1B-2P1B-2P1B-2P1B-2P1B-2P1B-4P1B-4P1B-4P1B-4P1B-4P1B-4P1B-4P1B-4P1B-6P1B-6P1B-6P1B-6P1B-6P1B-6P1B-6P1B-6P1B-8P1B-8P1B-8P1B-8P1B-8P1B-8P1B-8P1B-8P1B-10P1B-10P1B-10P1B-10 P1B-10P1B-10P1B-10P1B-10P1B-10P1B-10P1B-10P1B-10P1B-13P1B-13P0-10P0-10P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P0-10P0-10P0-10P0-10P0-7P0-7P0-9P0-9 P0-9P0-9P0-11P0-11P1B-14P1B-14P1B-14P1B-14P1B-14P1B-14REFP1B-24P1B-24MEETING RM10643CUH43ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:32 PME2.5MAIN LEVELELECTRICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL POWER PLANFLAG NOTES:1RECONNECT EXISTING KITCHENCIRCUITS TO PANEL 'P1A'. REFER TOPANEL SCHEDULE ON SHEET E0.1.PROVIDE CEILING MOUNTED DUPLEXRECEPTACLE FOR PROJECTOR.PROVIDE 20A, 120V CIRCUIT FOR HANDDRYER.PROVIDE 120V POWER CONNECTIONTO MOTORIZED DAMPER. COORDINATEEXACT LOCATION WITH MECHANICALCONTRACTOR PRIOR TO ROUGH-IN.PROVIDE 20A, 120V CIRCUIT FORURINAL.2345ALL MOTORIZED DAMPERS THIS SHEETSHALL BE CIRCUITED TO M0-40.PROVIDE FIRE ALARM SYSTEM TOCOMPLY WITH NATIONAL, STATE, ANDLOCAL CODES. SYSTEM SHALL BEDESIGN/BUILD BY CONTRACTOR ANDCONTRACTOR SHALL OBTAIN LICENSEDENGINEER OF RECORD FOR SYSTEM.FIRE ALARM DEVICES SHOWN ON PLANARE FOR DESIGN INTENT. FINAL DESIGNRESPONSIBILITY BY DESIGN/BUILDCONTRACTOR.1.2.POWER NOTES:City of Aspen Received 6/19/17Building Department ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209CC122CCC33CUH1CUH1AHU1AHU2C(E)(E)(E)(E)(E)(E)P1B-15P1B-15P1B-15P1B-15P1B-15P1B-15P1B-15P1B-15P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-16P1B-16P1B-16P1B-16P1B-16P1B-16P1B-27P1B-27P1B-18P1B-18P1B-18P1B-18P1B-18P1B-18P1B-19P1B-19P1B-19P1B-19P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-23P1B-23P1B-23P1B-23CP1B-16P1B-16P1B-26P1B-26REFEF333ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:35 PME2.6SANCTUARYLEVELELECTRICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL POWER PLANPROVIDE STAGE FLOOR BOX WITH (1)DUPLEX RECEPTACLE AND (1) DATAOUTLET. REFER TO TECHNOLOGYPLANS AND TECHNOLOGY DIAGRAMSFOR MORE INFORMATION.PROVIDE DUPLEX RECEPTACLE FORSPEAKER. COORDINATE EXACTLOCATION WITH AV INSTALLER.PROVIDE DUPLEX RECEPTACLE FORSUBWOOFER. MOUNT RECEPTACLE INSUBWOOFER ENCLOSURE.COORDINATE EXACT LOCATION WITHAV INSTALLER.FLAG NOTES:123PROVIDE FIRE ALARM SYSTEM TOCOMPLY WITH NATIONAL, STATE, ANDLOCAL CODES. SYSTEM SHALL BEDESIGN/BUILD BY CONTRACTOR ANDCONTRACTOR SHALL OBTAIN LICENSEDENGINEER OF RECORD FOR SYSTEM.FIRE ALARM DEVICES SHOWN ON PLANARE FOR DESIGN INTENT. FINAL DESIGNRESPONSIBILITY BY DESIGN/BUILDCONTRACTOR.1.POWER NOTES:City of Aspen Received 6/19/17Building Department J DN C B D 8 9 2 P1B-22P1B-22 M0-36M0-36 A 1 +60" +60" 1 ORGAN CHAMBER 301 CHOIR LOFT 302 BALCONY 303 EF 2 P1B-20P1B-20 P1B-20P1B-20 P1B-20P1B-20 P1B-20P1B-20 P1B-25P1B-25 P1B-25P1B-25 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:38:54 AME2.7 CHOIR LOFT & BELFRY LEVEL ELECTRICAL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES: 1 SCALE: 3/16" = 1'-0"2 BELFRY LEVEL POWER PLAN SCALE: 3/16" = 1'-0"1 CHOIR LOFT LEVEL ELECTRICAL PLAN PROVIDE DUPLEX RECEPTACLE FOR PROJECTOR. PROVIDE 120V POWER CONNECTION TO MOTORIZED LOUVER. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 2 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department A C E B D 1 2 3 4 5 6 7 8 9 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:39:02 AME2.8 ROOF ELECTRICAL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" ROOF ELECTRICAL PLAN ISSUE: DATE: City of Aspen Received 6/19/17 Building Department ocSSocDDDDDJJJocococococSSoc ococococococSoSSSSSSSSSSocococSSSSo SSocSSACEBD123456789DP4DP4S3R3R3R3R1R1DP4R2R2R1R1DW1DW1R2ER2R2DP4DP4DP4DP4DW1DW1DW1DW1R2R2ER2R2(E)(E)(E)(E)DP4DP4DP4DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3S2S2R5R5X1X1X3X3X312R3R3DP4KK3311R2(E)R2R2ER2ER2(E)R5R5R2EDP43333333444456677R2ER2EHALLWAY111WOMEN110MEN116OFFICE113CONF RM112KITCHEN109OFFICE114OFFICE119STOR121ENTRY100MEETING RM101MEETING RM102MEETING RM103MEETING RM104MEETING RM105MEETING RM106MEETING RM107OFFICE122VEST.120S3S38339RECEPT1181313131313133TOLIGHTSIN STAIRABOVETO LIGHTSIN STAIRABOVE151010P1A-24P1A-22P1A-2P1A-4P1A-6P1A-8P1A-10P1A-12P1A-14(E)P1A-5P1A-20R2ER2R4WR4W1414111212R2R21X233333ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:40 PME3.2MAIN LEVELLIGHTING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL LIGHITNG PLANFLAG NOTES:J-BOX FOR CEILING FAN.LIGHTING IN THE KITCHEN TO REMAINAS INSTALLED.REMOVE EXISTING SWITCH FORLIGHTS AND REPLACE WITH SWITCHWITH WIRELESS COMMUNICATION(LUTRON MRF2-8ANS-120-*). PROVIDECEILING MOUNTED OCCUPANCYSENSOR WITH WIRELESSCOMMUNICATIONS IN THIS ROOM ASWELL (LUTRON LRF2-OCR2B-P-WH).PROVIDE WALL BOX DIMMER ANDCEILING OCCUPANCY SENSOR WITHWIRELESS COMMUNICATIONS (LUTRONMRF2-6CL-* LRF2-VCR2B-P-WH).PROVIDE COMPANION WALL BOXDIMMER (LUTRON MA-R-*).PROVIDE DUAL TECHNOLOGYOCCUPANCY SENSOR (LUTRONLOS-CDT-500-WH).PROVIDE NUMBER OF WALL SWITCHESAS SHOWN IN THIS ROOM AND CEILINGOCCUPANCY SENSOR WITH WIRELESSCOMMUNICATIONS (LUTRONMRF2-8ANS-120-* LRF2-VCR2B-P-WH).PROVIDE ASTRONOMICAL TIMESWITCH (INTERMATIC EJ600A).PROGRAM LIGHTS TO COME ON ATSUNSET AND TURN OFF AT 1AM.CONNECT THIS FIXTURE TO EXISTINGCIRCUIT FEEDING LIGHTS IN HALL.EXIT SIGN WITH INTEGRAL EGRESSLIGHTING.MOUNT FIXTURE ABOVE DOOR JAMB INBOTTOM OF ARCHING WINDOW.PROVIDE BLOCKING AS NEED TOCONCEAL FIXTURE FROM VIEW.CONNECT THIS SWITCH AND LIGHT ONSWITCH LEG TO THE CIRCUITINDICATED FOR THE LIGHTS IN THEUPPER STAIR.REMOVE EXISTING LAMP AND REPLACEWITH 8W CREE BR30 LAMP.REFER TO SHEET E4.1 FOR MOUNTINGDIAGRAM FOR LIGHT IN DISPLAYWINDOW.EXIT SIGN WITH INTEGRAL EGRESSLIGHTING.12CIRCUIT EXIT SIGNS AND EGRESSLIGHTS TO NEAREST UNSWITCHEDCIRCUIT.ALL EXTERIOR LIGHTING IS EXISTING TOREMAIN.1.2.LIGHTING NOTES:34567891011121314153City of Aspen Received 6/19/17Building Department SSoSo SSoc SocLVLV LVS A C E B D 1 2 3 4 5 6 7 8 9 DP2 (E) R2ER2E DW2 DW2 R2R2 R2R2 R6 R6 R6 R6 R6 R6 T1 T1 T1 T1R6R R6RR6RR6RR6RR6R R4 R4 R4 R4 R4 R4 R6R R6R R6R R6R R6R R6R R4 R4 R4 R4 R4 R4 DP1DP1DP1DP1 DP1 DP1 DP1 DP1 DP1 DP1 R6 R6 R6 R6 R6 R6 R6 R6 T1 T1 T1 T1 S3 S3 R7 R7 R7 R7 DS1 S4 DS1 S4 S4 DP2 R2 X2 X2 33R7 S3 S3 S3 VESTING / SACRISTY 208 ALTAR SERVER VESTING 209 SANCTUARY 207 NAVE 206 STAIR 201 ORGAN CHAMBER 301 STAIR 203 VEST 205 S1 S1 R5 R5 R5 PP 1 PP 1 PP 1 2 2 3 4 5 R2E 6 TO SWITCH BELOW TO SWITCH BELOW Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 Z10 Z11 Z12 01 & 02 03 P1A-28 PIA-26 7 8 9 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:39:19 AME3.3 SANCTUARY LEVEL LIGHTING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" SANCTUARY LEVEL LIGHTING PLAN CIRCUIT EXIT SIGNS AND EGRESS LIGHTS TO NEAREST UNSWITCHED CIRCUIT. 1. LIGHTING NOTES: FLAG NOTES: 1 CONNECT FIXTURE(S) TO RELAY PACK WITH WIRELESS COMMUNICATION (LUTRON RMJ-5R-DV-B). REFER TO SHEET E4.1 FOR MOUNTING DIAGRAM. CIRCUIT TO P1A-28. MOUNT FIXTURE IN BASE OF MILLWORK BEHIND STATUARY FOR BACK LIGHTING. MOUNT FIXTURE IN HIGH ALTAR, ONE FOR EACH SECTION, DIRECTED DOWN. REFER TO SHEET E4.1 FOR MOUNTING DIAGRAM. REMOVE EXISTING SWITCH FOR LIGHTS AND REPLACE WITH SWITCH WITH WIRELESS COMMUNICATION (LUTRON MRF2-8ANS-120-*). PROVIDE CEILING MOUNTED OCCUPANCY SENSOR WITH WIRELESS COMMUNICATIONS IN THIS ROOM AS WELL (LUTRON LRF2-VCR2B-P-WH). PROVIDE SWITCH WITH WIRELESS COMMUNICATION (LUTRON MRF2-8ANS-120-*). PROVIDE CEILING MOUNTED OCCUPANCY SENSOR WITH WIRELESS COMMUNICATIONS IN THIS ROOM AS WELL (LUTRON LRF2-VCR2B-P-WH). MOUNT FIXTURE 7' ABOVE FINISHED STEP TO CENTER OF FIXTURE. PROVIDE WIRELESS SWITCH TO CONTROL LIGHTS IN HIGH ALTAR AND BEHIND STATUES (LUTRON PJ2-2B-* + WALL PLATE). REFER TO LIGHTING CONTROL ONE-LINE DIAGRAM ON SHEET E4.1 FOR FURTHER DETAILS AND CIRCUITING. SEE MOUNTING DIAGRAM ON SHEET E4.1. 2 3 4 5 6 7 8 9 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department DSSoS S SA C E B D 8 9 DW2 DW2 DW2 DW2 W1 R2ER2E W2 W2 W3 X2 X2 X1 X1 X1W X1 NARTHEX 204 3 3 TO SWITCH BELOW AND PENDANT ABOVE P1A-26 1 2 3 +60" AFF +60" AFF 4 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 9:39:24 AME3.4 NARTHEX LIGHTING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" NARTHEX LIGHTING PLAN CIRCUIT EXIT SIGNS AND EGRESS LIGHTS TO NEAREST UNSWITCHED CIRCUIT. 1. LIGHTING NOTES: FLAG NOTES: 1 2 PROVIDE A TWO GANG BACK BOX WITH ONE DIMMER AND ONE STACKED DOUBLE SWTICH (LUTRON CTCL-153P-* LEVITON 5634-*). MOUNT FIXTURE AT 5'-6" AFF TO CENTER OF SCONCE. REFER TO DIAGRAM 4/A9.1 FOR MOUNTING LOCATION OF INDICATOR LIGHT. MOUNT FIXTURE TO A 2 1/2" DEEP J-BOX. 3 4 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department SCALE: QQQ 6 5 RF PHPM-PA-120-WH5 Sanctuary Z04 1380 W of LED Fwd 1 Fixture 4 Sanctuary Z03 1380 W of LED Fwd 1 Fixture 3 Sanctuary Z02 1380 W of LED Fwd 1 Fixture 2 Sanctuary Z01 1380 W of LED Fwd 1 Fixture 1 RF 120V120V0-10V3 0-10V2 0-10V1 0-10V2 LIGHTING CONTROL ONE-LINE P1A-36 P1A-36 P1A-36 P1A-36 P1A-36 P1A-36 P1A-34 P1A-35 P1A-33 P1A-32 P1A-30 P1A-36 #5 QSWS2-5BRLN-WH Sanctuary - Control Station 03 seeTouch QS Non-Insert 5 Button with Raise/Lower Scenes 1-4 + Off with Scene Raise/Lower 1 gang backbox Reserve for programming to control zone Sanctuary - Z10 on ESN 0-10V 2 on page 2, do not connect Reserve for programming to control zone Sanctuary - Z09 on ESN 0-10V 2 on page 2, do not connect Reserve for programming to control zone Sanctuary - Z08 on ESN 0-10V 2 on page 2, do not connect Reserve for programming to control zone Sanctuary - Z07 on ESN 0-10V 1 on page 2, do not connect #4 QSGRJ-6P-WH Sanctuary - Control Station 02 GRAFIK Eye QS Wireless 6 zone Scenes 1-4 + Off 4 gang backbox #3 QSGRJ-6P-WH Sanctuary - Control Station 01 GRAFIK Eye QS Wireless 6 zone Scenes 1-4 + Off 4 gang backbox #2 QSN-4T16-S Sanctuary - ESN 0-10V 2 Energi Savr Node 0-10V and Softswitch Locate in Attic PHPM-PA-120-WH Sanctuary Z05 870 W of LED Fwd 1 Fixture Sanctuary Z12 480 of LED Fwd 1 Fixture Sanctuary Z11 420 W of LED Rev 1 Fixture Sanctuary Z07 50 W of LED 0-10 1 Fixture Sanctuary Z09 100 W of LED 0-10 1 Fixture Sanctuary Z08 50 W of LED 0-10 1 Fixture Sanctuary Z10 150 W of LED 0-10 1 Fixture * Locate interfaces in attic P1A-36 Sanctuary Z06 25 W of LED Rev 1 FixturePHPM-PA-120-WH P1A-36 PHPM-PA-120-WH PHPM-PA-120-WH PHPM-PA-120-WH PHPM-PA-120-WH NONE Link 1Link 1Link 1 120V 120V 120V 120V 120V 120V 120V 120V 120V 120V 120V 120V 6 TYPICAL DEVICE MOUNTING HEIGHTS NOTES : 1. 2. IF ALIGNMENT OF DEVICES INDICATED HERE IS IN CONFLICT WITH ADA REQUIREMENTS DUE TO INSTALLATION DETAIL, ADA DIMENSIONS SHALL GOVERN. REFERENCE ARCHITECTURAL INTERIOR ELEVATIONS. LOCATIONS SHOWN ON INTERIOR ELEVATIONS SHALL SUPERCEDE LOCATIONS SHOWN HERE, UNLESS LOCATIONS SHOWN ON INTERIOR ELEVATIONS ARE NOT CODE COMPLIANT. FINISH FLOOR FINISH CEILING SCALE: NONE DOOR WINDOW BACK SPLASH COUNTERTOP - - EQ EQ CL CL --EQ EQ LIGHTING CONTROL CL -6" MIN CL RECEPTACLE EQ EQ CL --6" MIN 20" MAX ALIGN POWER-BASED DEVICES (RECEPTACLES, SWITCHES, ETC.) VERTICALLY. DO NOT VERTICALLY ALIGN POWER AND COMMUNICATION DEVICES SIMULTANEOUSLY. OFFSET COMMUNICATION DEVICES FROM POWER DEVICES TO EITHER OPPOSITE SIDE OF STUD BAY, OR ADJACENT STUD BAY. TYPICAL DEVICE MOUNTING HEIGHTS NOTES : 1. 2. IF MOUNTING HEIGHT OF DEVICES INDICATED HERE IS IN CONFLICT WITH ADA REQUIREMENTS DUE TO INSTALLATION DETAIL, ADA DIMENSIONS SHALL GOVERN. REFERENCE ARCHITECTURAL INTERIOR ELEVATIONS. LOCATIONS SHOWN ON INTERIOR ELEVATIONS SHALL SUPERCEDE LOCATIONS SHOWN HERE, UNLESS LOCATIONS SHOWN ON INTERIOR ELEVATIONS ARE NOT CODE COMPLIANT.FINISH FLOOR ELECTRICAL DEVICES FIRE ALARM DEVICES FINISH CEILING S LV D TT TS TC C CB oc .18" .48" TOP OF DEVICE CL OF DEVICE -64" TOB OF CABINET TOB OF CABINET -78" 8'-0" CEILING -90" 9'-0" CEILING -96" TOP OF DEIVCE WALL MOUNT - 120" MAX .48" TOP OF DEVICE -64" TOB OF CABINET TOB OF CABINET -78" MINIMUM, TOP OF DEVICE -90" BOTTOM OF DEIVCE -96" MAX 80" MIN H SCALE: NONE H S FACP ANN F -6" MIN S CEILING UPLIGHT DETAIL SCALE: 3" = 1'-0" LED TAPE LIGHT PROVIDE 45° CUT TO ALLOW MORE LIGHT TO REACH CEILING MOLDING WALL 0' - 1"0' - 0 1/4"HIGH ALTAR LIGHTING DETAIL SCALE: NONE LONGITUDINAL SECTIONA CROSS SECTION "A" TYPE R5 TYPE R5 ROUTE POWER THROUGH HIGH ALTAR TO BASE *0.73"1.14" 1.3" * LOCATE POWPAK RELAY SWITCH IN BASE ALONG WITH REMOTE DRIVER. ACCESS TO RELAY AND DRIVE SHALL BE FROM THE BACK OF THE ALTAR. SIDE ALTAR BACK LIGHT DETAIL SCALE: 1/2" = 1'-0" LOCATE POWPAK RELAY SWITCH NEXT TO DRIVER LOCATE REMOTE DRIVER IN CABINET IN VESTING COORDINATE LOCATION OF J-BOX WITH ARCHITECT PRIOR TO ROUGH-IN SURFACE MOUNTED GRAZER LIGHT ON ADJUSTABLE BRACKETS WIRE TO J-BOX 12"2"DISPLAY WINDOW DETAIL SCALE: NONE PROVIDE 2" x 2" ANGLED BLOCKING TO MOUNT LED STRIP TYPE S3, PROVIDE MOUNTING CLIPS (CL-1) WINDOW TRANSOM BETWEEN ARCH WINDOW AND LOWER RECTANGLULAR WINDOW ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:06:40 AME4.1 ELECTRICAL DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOISSUE: DATE: City of Aspen Received 6/19/17 Building Department SPK S AV AV TV AV M S S TV TV M CTR LR LCR LOUDSPEAKER BAR - LEFT/CENTER/RIGHT LOUDSPEAKER BAR - STEREO LOUDSPEAKER - POWERED SUBWOOFER LOUDSPEAKER BAR - CENTER CHANNEL TECHNOLOGY SYSTEMS LEGEND ABBREVIATIONS TELEVISION OUTLET - FLOORBOX AUDIOVISUAL OUTLET - CEILING MOUNTED AUDIOVISUAL OUTLET - WALL MOUNTED AUDIOVISUAL OUTLET - FLOORBOX TELEVISON OUTLET - CEILING MOUNTED TELEVISION OUTLET - WALL MOUNTED LOUDSPEAKER - CEILING MOUNTED LOUDSPEAKER - WALL MOUNTED MICROPHONE OUTLET - FLOORBOX MICROPHONE OUTLET - WALL MOUNTED AUDIOVISUAL SYMBOLS SPEAKER ZONE HOMERUN VIDEO PROJECTOR PROJECTION SCREEN, TELEVISION, OR OTHER DISPLAY EQPT LOUDSPEAKER OUTLET INTERACTIVE (ELECTRONIC) WHITEBOARD NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. AFC AFF AFG BFG C EM (E) FBO GFI IC IAW NIC NTS TVSS UG UNO WP XP +18" DEVICE ABOVE FINISH FLOOR (VERIFY W/ ARCH ELEVS) AWG AP AHJ BMS CATV CCTV CPU FA FACP GRD GC IDF IG IR OC MDF LAN PA WAN WLAN W V TTB BAS WAP ER EF MC HC RF TVTB SAT (N) - ABOVE FINISHED CEILING - ABOVE FINISHED FLOOR - ABOVE FINISHED GRADE - AUTHORITY HAVING JURISDICTION - ACCESS POINT - AMERICAN WIRE GAUGE - BUILDING AUTOMATION SYSTEM - BELOW FINISH GRADE - BUILDING MANAGEMENT SYSTEM - CONDUIT - COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM - CLOSED CIRCUIT TELEVISION - CENTRAL PROCESSING UNIT - EXISTING - ENTRANCE FACILITY - EMERGENCY - EQUIPMENT ROOM - FIRE ALARM - FIRE ALARM CONTROL PANEL - FURNISHED BY OTHERS - GENERAL CONTRACTOR - GROUND FAULT CIRCUIT INTERRUPTER - GROUND - HORIZONTAL CROSS CONNECT - IN ACCORDANCE WITH - INTERMEDIATE CROSS-CONNECT - INTERMEDIATE DISTRIBUTION FRAME - ISOLATED GROUND - INFRARED - LOCAL AREA NETWORK MAIN CROSS-CONNECT- MAIN DISTRIBUTION FRAME- NEW- NOT IN CONTRACT- NOT TO SCALE- ON CENTER- PUBLIC ADDRESS- RADIO FREQUENCY- SATELLITE- TELECOMMUNICATIONS TERMINAL BOARD- TRANSIENT VOLTAGE SURGE SUPPRESSOR- TELEVISION TERMINAL BOARD- UNDERGROUND- UNLESS NOTED OTHERWISE- VOLT- WATT- WIDE AREA NETWORK- WIRELESS ACCESS POINT- WIRELESS LOCAL AREA NETWORK- WEATHERPROOF- EXPLOSIONPROOF- MOUNTING HEIGHT TO CENTERLINE OF- SS HH CT CT CK LV CT K V HAND HELD REMOTE CONTROL REMOTE SLAB TEMPERATURE SENSOR - IN FLOOR REMOTE TEMPERATURE / HUMIDITY SENSOR - WALL MOUNTTS S S TOGGLE SWITCH KEYED SWITCH LOW VOLTAGE SWITCH CONTROL SYMBOLS CONTROL KEYPAD CONTROL TOUCHSCREEN (IN-WALL) CONTROL TOUCHSCREEN (WIRELESS WITH WALL DOCK) CONTROL TOUCHSCREEN (WIRELESS WITH REMOTE DOCK) VOLUME CONTROL V M SCHEMATIC/FUNCTIONAL SYMBOLS STRUCTURED CABLING CROSS-CONNECT FIELD SERVICE PROVIDER DEMARCATION POINT EQUIPMENT (AS INDICATED) AMPLIFIER POTENTIAL TRANSFORMER (CONSTANT VOLTAGE AUDIO) METER GROUND NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT COLD WATER GROUND CONNECTION BUILDING STEEL GROUND CONNECTION LOUDSPEAKER VOLUME CONTROL VIDEO PROJECTOR CONNECTION CATV SPLITTER CATV DIRECTIONAL COUPLER CATV 4-WAY TAP CATV 8-WAY TAP NOTES : LIGHT LINEWEIGHT INDICATES EXISTING. HATCHED AREAS INDICATE DEMOLITION. 'C' ADJACENT TO A DEVICE INDICATES MOUNTING ABOVE COUNTERTOP. C - - - J J J GENERAL SYMBOLS JUNCTION BOX WALL MOUNTED JUNCTION BOX FLOOR MOUNTED JUNCTION BOX CONDUIT RUN CONDUIT RUN BELOW GRADE CONDUIT UP CONDUIT DOWN GROUNDING BUSBAR (TGB/TMGB) CABLETRAY (PREMISES; NUMBER INDICATES WIDTH/DEPTH) DEMARCATION POINT WALL-MOUNT CABINET EQUIPMENT RACK WALL-MOUNTED EQUIPMENT RACK CABLE RUNWAY CT12/4 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:00 AMT0.0 TECHNOLOGY COVER SHEETST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOGENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. THESE DRAWINGS ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL). DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK. WORK ASSOCIATED WITH TECHNOLOGY SYSTEMS REQUIRES CAREFUL, DETAILED COORDINATION, BOTH PREPARTORY AND ON-SITE, BETWEEN THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND THE TECHNOLOGY SYSTEMS CONTRACTOR(S). LACK OF PLANNING, COORDINATION, OR SKILL ON PART OF ANY PARTY ASSOCIATED WITH THE SCOPE OF WORK INDICATED WILL NOT BE ACCEPTED AS REASON FOR INSTALLATION THAT DOES NOT MEET SPECIFICATIONS OR INDUSTRY STANDARDS. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. IF WORK ON LIVE NETWORKS OR SYSTEMS IS TO BE DONE, SYSTEM DOWNTIME SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER – IN WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE SHALL BE PERFORMED WITH THE OWNER’S IT/IS STAFF AND/OR MAINTENANCE PERSONNEL ADVISED AND AWARE OF SUCH WORK. REVIEW ENTIRE CONTRACT DOCUMENT PACKAGE (INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND OTHER DRAWINGS AND SPECIFICATIONS) PRIOR TO BID. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL AND STATE ADOPTED CODES AND ORDINANCES. 2014 EDITION OF NFPA 70 – NATIONAL ELECTRICAL CODE SHALL BE MET AT A MINIMUM. APPLICABLE VOLUMES OF NFPA (NFPA 72, NFPA 75, NFPA 76, NFPA 99, NFPA 101, ETC.) SHALL BE ADHERED TO AT A MINIMUM. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST APPLICABLE STANDARDS AND RECOMMENDATIONS AS PUBLISHED BY AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA), ELECTRONIC INDUSTRIES ALLIANCE (EIA), INSULATED CABLE ENGINEERS ASSOCIATION (ICEA), INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE), SECURITY INDUSTRY ASSOCIATION (SIA), BUILDING INDUSTRY CONSULTING SERVICES INTERNATIONAL (BICSI), AND INFOCOMM INTERNATIONAL. PROVIDE WITH SHOP DRAWING SUBMITTAL, 1/4” SCALE LAYOUT DRAWINGS OF ROOMS WITH COMMUNICATIONS, AUDIOVISUAL, AND HEAD-END EQUIPMENT. LAYOUTS SHALL SHOW LOCATIONS OF, AND SHALL BE COORDINATED WITH ELECTRICAL AND MECHANICAL EQUIPMENT. ALL EQUIPMENT SHALL BE DRAWN TO SCALE. CONTRACTOR’S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE NOTED “FOR GUIDANCE ONLY.” CONTRACTOR SHALL FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHALL INCLUDE IN THEIR BID AN ALLOWANCE FOR REMOVAL AND/OR RELOCATION OF EXISTING CONDUITS, CABLES, DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING TECHNOLOGY SYSTEMS TO ALL OTHER WORK AS REQUIRED. PROVIDE TECHNOLOGY SYSTEMS DEMOLITION REQUIRED. REFER TO ARCHITECTURAL, TECHNOLOGY SYSTEMS AND ELECTRICAL DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK INVOLVED. PROVIDE LABOR AND MATERIALS REQUIRED TO MAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING DEVICES. PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT, CABLE, J-BOXES, OUTLETS, DEVICES, AND THE LIKE, COMPLETE WITH ASSOCIATED CABLING TO DISTRIBUTION LOCATION. WHERE IT IS NOT FEASIBLE TO REMOVE THE ABOVE, OUTLET SHALL BE ABANDONED, CABLE REMOVED, AND BLANK COVER PLATES PROVIDED. ALL (E) EQUIPMENT BEING REMOVED SHALL BE [DISCARDED] [RECYCLED] IN ACCORDANCE WITH APPLICABLE EPA AND LOCAL REQUIREMENTS. EXISTING LIGHT FIXTURES, ELECTRICAL EQUIPMENT, ETC. BEING REMOVED SHALL BE RETURNED TO THE OWNER, EXCEPT FOR THOSE ITEMS BEING RELOCATED. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER’S ATTENTION PRIOR TO INSTALLATION. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER’S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. WHERE THE RE-USE OF EXISTING EQUIPMENT, CONDUITS, CABLES, AND DEVICES IS PERMISSIBLE, MAKE CERTAIN THAT THESE COMPONENTS COMPRISE A COMPLETE AND OPERABLE SYSTEM. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO (RE)ESTABLISH OPERATION. EXISTING CONDUITS, CABLE, AND DEVICES WHICH ARE NOT INDICATED FOR REUSE SHALL BECOME THE PROPERTY OF CONTRACTOR. EQUIPMENT AND DISTRIBUTION EQUIPMENT (PATCHPANELS, WIRING BLOCKS, ETC.) SHALL BE RETURNED TO THE OWNER UNLESS OTHERWISE EXPLICITLY STATED BY OWNER IN WRITING. ALL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY. SYSTEMS SHALL BE TESTED AND VERIFIED UPON COMPLETION OF INSTALLATION. SYSTEMS THAT DO NOT PASS INDUSTRY STANDARD TESTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER’S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT RECORD DRAWINGS ON-SITE WHICH SHALL BE AVAILABLE FOR REVIEW DURING ENGINEER’S SITE OBSERVATIONS. UPON COMPLETION, PROVIDE OFFICIAL SET OF RECORD DRAWINGS TO ARCHITECT, IN FORMAT AS REQUESTED BY OWNER. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, FIELD ALTERATIONS, REROUTINGS, ETC. CONDUITS FOR TECHNOLOGY SYSTEMS LARGER THAN TRADE SIZE 1 (1”) SHALL HAVE LONG-RADIUS SWEEPS AT ALL CHANGES IN DIRECTION. LONG- RADIUS SWEEPS SHALL BE MINIMUM 12X CONDUIT DIAMETER. OUTLET BOXES SHALL BE MINIMUM 4-11/16”x4-11/16”x2-1/8”, METALLIC OR NONMETALLIC AS PROJECT REQUIREMENTS DICTATE. FLEXIBLE METAL CONDUIT SHALL NOT BE USED AS CABLE PATHWAY. ONLY SMOOTH-WALLED METALLIC CONDUIT OR TUBING MAY BE USED. ALTERNATELY, PLASTIC-TYPE (ENT AND/OR PVC) TUBING MAY BE USED. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NYLON PULLTAPE INSTALLED. PULLTAPE SHALL HAVE PHYSICAL LENGTH MARKINGS AND BE RATED FOR 200-LB STRENGTH. EMPTY PATHWAYS SHALL BE IDENTIFIED AS SUCH AT ALL JUNCTION BOXES, PULLBOXES, AND OUTLET/DEVICE BOXES, USING PERMANENT LABELING. LABELING TAG SHALL INDICATE INTENDED USE OF CONDUIT, LOCATION OF PATHWAY ORIGINATION, AND LOCATION OF TERMINATION OF EACH INDIVIDUAL CONDUIT. ALL CABLING SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL ELEMENTS. CABLING IS NOT ALLOWED TO COME IN CONTACT WITH PIPING, ELECTRICAL CIRCUITS/CONDUITS, LIGHTING FIXTURES, DUCTWORK, OR ANY OTHER INSTALLED SYSTEM. CABLING SHALL NOT USE STRUCTURAL MEMBERS ALONE AS SUPPORT; APPROPRIATE J-HOOKS, BRIDLE RINGS, OR SIMILAR SHALL BE USED. CABLING SHALL BE INSTALLED WITH SUPPORTS NO GREATER THAN 5’-0” SPACING. ALL EQUIPMENT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL ELEMENTS. PROVIDE PULLBOXES ALONG CONDUIT RUNS AT 100 FEET INTERVALS OR EVERY 180-DEGREES OF BENDS, OR BOTH. CONDUITS MAY NOT CHANGE DIRECTION MORE THAN 90 DEGREES AT ANY SINGLE BEND. CONDULETTE FITTINGS MAY NOT BE USED TO CHANGE PATHWAY DIRECTION AT ANY TIME. ISSUE LOG KEY: '√ ' ISSUED AS PART OF SET ' ' NOT PART OF SET ' * ' ISSUED FOR INFORMATION ONLY TECHNOLOGY SHEET INDEX #TITLE ISSUE LOG 50% DD - 10.07.16 100% DD - 11.14.2016 50% CD - 12.20.2016 PERMIT DRAWINGS - 01.12.17 100% CD - 02.15.2017T0.0 TECHNOLOGY COVER SHEET √ √ √ √ √ T0.1 TECHNOLOGY INFORMATION √ √ √ T2.2 MAIN LEVEL TECHNOLOGY DEMOLITION PLAN √ √ T2.3 SANCTUARY LEVEL TECHNOLOGY DEMOLITION PLAN √ √ √ √ T2.5 MAIN LEVEL TECHNOLOGY PLAN √ √ √ √ T2.6 SANCTUARY LEVEL TECHNOLOGY PLAN √ √ √ √ √ T2.7 CHOIR LOFT TECHNOLOGY PLAN √ √ √ √ √ T3.0 TECHNOLOGY FUNCTIONAL DIAGRAMS √ √ √ √ √ T3.1 TECHNOLOGY FUNCTIONAL DIAGRAMS √ √ √ T3.2 TECHNOLOGY ELEVATIONS AND SECTIONS √ √ T4.0 TECHNOLOGY DIAGRAMS √ √ √ ISSUE: DATE: City of Aspen Received 6/19/17 Building Department SYSTEM RESPONSIBILITY MATRIX COMPONENT FURNISH INSTALL SPECIFIC NOTESELECTRICALCONTRACTORLOW-VOLTAGECONTRACTOROWNERELECTRICALCONTRACTORLOW-VOLTAGECONTRACTOROWNERAUDIOVISUAL SYSTEMS LED/LCD DISPLAY, WALL MOUNT √ √ CONNECTIVITY √ √ ELECTRICAL SUPPORT PATHWAYS / RACEWAYS / BOXES √ √ POWER - RECEPTACLES √ √ EQUIPMENT POWER SUPPORT UNINTERRUPTIBLE POWER SUPPLY √ √ COMPUTERS DESKTOP PC √ √ LAPTOP PC √ √ PERIPHERALS √ √ LOUDSPEAKERS I I CR I WALL-MTD CABINET CPUAPSACP KCVCTCK MAVTV S FINISHED FLOOR FINISHED CEILING 18" 48" 96" NOTES: 1.IF MOUNTING HEIGHT OF DEVICES INDICATED HERE IS IN CONFLICT WITH ADA REQUIREMENTS DUE TO INSTALLATION DETAIL, ADA DIMENSIONS SHALL GOVERN. 2.REFERENCE ARCHITECTURAL INTERIOR ELEVATIONS. LOCATIONS SHOWN ON INTERIOR ELEVATIONS SHALL SUPERCEDE LOCATIONS SHOWN HERE, UNLESS LOCATIONS SHOWN ON INTERIOR ELEVATIONS ARE NOT CODE COMPLIANT.TYPICAL DEVICE MOUNTING HEIGHTS 84" 90" 24" NO SCALE 120" MAX. CL OF DEVICE CL OF DEVICE TOP OF DEVICE TOP OF CABINET 8'-0" CEILING 9'-0"+ CEILING CL OF DEVICE LOW VOLTAGE DEVICES DOOR FINISHED CEILING WINDOW FINISHED FLOOR TYPICAL DEVICE ALIGNMENT ALIGN DEVICES (OUTLETS, CONTROLS, ETC.) VERTICALLY. DO NOT VERTICALLY ALIGN POWER AND COMMUNICATIONS DEVICES SIMULTANEOUSLY. ABOVE COUNTER DEVICE COUNTERTOPACCESS CONTROL 6"MIN. NO SCALE EQ EQ OFFSET COMMUNICATIONS DEVICES FROM POWER DEVICES TO EITHER OPPOSITE SIDE OF STUD BAY, OR ADJACENT STUD BAY. NOTES: 1.IF ALIGNMENT OF DEVICES INDICATED HERE IS IN CONFLICT WITH ADA REQUIREMENTS DUE TO INSTALLATION DETAIL, ADA DIMENSIONS SHALL GOVERN. 2.REFERENCE ARCHITECTURAL INTERIOR ELEVATIONS. LOCATIONS SHOWN ON INTERIOR ELEVATIONS SHALL SUPERCEDE LOCATIONS SHOWN HERE, UNLESS LOCATIONS SHOWN ON INTERIOR ELEVATIONS ARE NOT CODE COMPLIANT. BACKSPLASH OUTLET 6" MIN. 20" MAX. CL CL CL CL ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:05 AMT0.1 TECHNOLOGY INFORMATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOLOUDSPEAKER SCHEDULE MARK MANUFACTURER Model MOUNTING LOUDSPEAKER SPECIFICATIONS DESCRIPTION REMARKSINPUT TAP SETTING SENSITIVITY FREQ. RESP. (-3dB)FINISH LS-1 CRESTRON SAROS_IC6T IN-CEILING 70V 15W 88.5dB 50Hz - 20kHz WHITE IN-CEILING FLUSH MOUNT LOUDSPEAKER. PROVIDE ALTERNATE BY QSC, SOUNDTUBE, OR JBL. LS-2 RENKUS-HEINZ IC16-R-II SURFACE LINE - - 120Hz - 18kHz WHITE POWERED LOUDSPEAKER ARRAY. - LS-3 RENKUS-HEINZ CFX42 IN-STAIR 16Ω - 95dB 300Hz - 20kHz PAINT STAIRSTEP LOUDSPEAKER. PROVIDE BACK BOX. LS-4 RENKUS-HEINZ CF12S-5 FLOOR STANDING LINE - 97dB 40Hz - 120Hz WHITE 12" POWERED SUBWOOFER. - ISSUE: DATE: City of Aspen Received 6/19/17 Building Department A C E B D 1 2 3 4 5 6 7 8 9 KITCHEN 109 ENTRY 100 MEETING RM 102 MEETING RM 103 MEETING RM 104MEETING RM 105 HALLWAY 111 WOMEN 110 OFFICE 113 MEN 116 HALL 115 OFFICE 114 OFFICE 119 HALL 117 RECEPT 118 VEST. 120 MEETING RM 101 STOR 122 MEETING RM 107 CONF RM 112 1 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:11 AMT2.2 MAIN LEVEL TECHNOLOGY DEMOLITION PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" MAIN LEVEL DEMOLITION TECHNOLOGY PLAN DEMOLITION PLAN INDICATES A DESIRED SCOPE OF WORK; THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IN FIELD PRIOR TO START OF WORK. CONDITIONS MAY EXIST WHERE (E) CABLING AND/OR EQUIPMENT IS INSTALLED WITHIN AREA OF DEMOLITION THAT IS INTENDED TO REMAIN IN ORDER TO KEEP SYSTEMS OUTSIDE THE AREA OF DEMOLITION IN OPERABLE CONDITION. CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION AND EXERCISE CARE WHEN PERFORMING DEMOLITION AROUND SUCH CABLING AND EQUIPMENT. ALL SYSTEMS LOCATED OUTSIDE THE AREA OF DEMOLITION ARE INTENDED TO REMAIN OPERABLE. CONTRACTOR SHALL COORDINATE WITH OWNER AND ENSURE ALL EQUIPMENT TO BE RETAINED BY OWNER HAS BEEN REMOVED PRIOR TO DEMOLITION WORK. 1. 2. 3. 4. TECHNOLOGY DEMO NOTES: DEMO FLAG NOTES: 1 REMOVE ALL EXISTING AUDIOVISUAL EQUIPMENT AND ASSOCIATED CABLING AND DEVICES. ISSUE: DATE: City of Aspen Received 6/19/17 Building Department S S S S S S S S S A C E B D 1 2 3 4 5 6 7 8 9 STAIR 201 STOR 202 STAIR 203 VEST 205 NAVE 206 SANCTUARY 207 VESTING / SACRISTY 208 ALTAR SERVER VESTING 209 1 2 2 2 2 2 2 3 3 3 1 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:17 AMT2.3 SANCTUARY LEVEL TECHNOLOGY DEMOLITION PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" SANCTUARY LEVEL DEMOLITION TECHNOLOGY PLAN DEMO FLAG NOTES: 1 REMOVE ALL EXISTING AUDIOVISUAL EQUIPMENT AND ASSOCIATED CABLING AND DEVICES. ANY EQUIPMENT FOUND TO BE IN GOOD CONDITION SHALL BE RETURNED TO OWNER FOR POSSIBLE REUSE. REMOVE LOUDSPEAKER AND ALL ASSOCIATED CABLING AND MOUNTING HARDWARE. IF LOUDSPEAKER IS FOUND TO BE IN GOOD CONDITION, RETAIN FOR POSSIBLE REUSE. REMOVE LOUDSPEAKER AND ALL ASSOCIATED CABLING AND MOUNTING EQUIPMENT. 2 3 DEMOLITION PLAN INDICATES A DESIRED SCOPE OF WORK; THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IN FIELD PRIOR TO START OF WORK. CONDITIONS MAY EXIST WHERE (E) CABLING AND/OR EQUIPMENT IS INSTALLED WITHIN AREA OF DEMOLITION THAT IS INTENDED TO REMAIN IN ORDER TO KEEP SYSTEMS OUTSIDE THE AREA OF DEMOLITION IN OPERABLE CONDITION. CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION AND EXERCISE CARE WHEN PERFORMING DEMOLITION AROUND SUCH CABLING AND EQUIPMENT. ALL SYSTEMS LOCATED OUTSIDE THE AREA OF DEMOLITION ARE INTENDED TO REMAIN OPERABLE. CONTRACTOR SHALL COORDINATE WITH OWNER AND ENSURE ALL EQUIPMENT TO BE RETAINED BY OWNER HAS BEEN REMOVED PRIOR TO DEMOLITION WORK. 1. 2. 3. 4. TECHNOLOGY DEMO NOTES: ISSUE: DATE: City of Aspen Received 6/19/17 Building Department AVS S S S S S S S S S S S S S AV CKAV CKAV CKAV CKAV CKAV CKAV CKAVA C E B D 1 2 3 4 5 6 7 8 9 KITCHEN 109 ENTRY 100 MEETING RM 102 MEETING RM 103 MEETING RM 104 MEETING RM 105 HALLWAY 111 WOMEN 110 OFFICE 113 MEN 116 HALL 115 OFFICE 114 OFFICE 119 HALL 117 RECEPT 118 VEST. 120 MEETING RM 101 STOR 122 MEETING RM 107 CONF RM 112 1 2 MEETING RM 106 ,TYP. 7 6 ,TYP. ,TYP. 3 4 ,TYP. ,TYP. 5 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 ZONE 7 ZONE 6 ZONE 5 ZONE 4 ZONE 3 ZONE 2 ZONE 1 1-1/2" ENT. STOR 121 7 8 9 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:24 AMT2.5 MAIN LEVEL TECHNOLOGY PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" MAIN LEVEL TECHNOLOGY PLAN FLAG NOTES: 1 55" LED/LCD 4K DISPLAY. PROVIDE SONY OR EQUAL. MOUNT AT 60" O.C. AFF WITH CHIEF MFG TILT MOUNT. FLUSH MOUNT 6.5" IN-CEILING LOUDSPEAKER. HOMERUN CABLING TO AV EQUIPMENT RACK. RE: LOUDSPEAKER SCHEDULE/T0.1. RE: DIAGRAM E/T4.0 FOR MOUNTING. 75" 4K LED/LCD DISPLAY - MOUNT ON MOBILE DISPLAY CART. RE: DIAGRAM 1/T3.1. MOBILE DISPLAY CART. PROVIDE MIDDLE ATLANTIC DS-1000SC-AL OR EQUAL. 16RU AV EQUIPMENT RACK - WALL MOUNT. PROVIDE MIDDLE ATLANTIC BRK16 OR EQUAL. RE: DIAGRAM 3/T3.2 FOR RACK ELEVATION. AV INPUT/OUTPUT 4K TRANSCEIVER WALL PLATE WITH (2) HDMI INPUT AND (1) HDMI OUTPUT. PROVIDE 2-GANG DEEP OUTLET BOX AT 18" A.F.F. HOMERUN CABLING TO EQUIPMENT RACK. RE: DIAGRAM B/T4.0. AV SYSTEM CONTROLLER. PROVIDE 2-GANG OUTLET BOX AT 48" AFF. HOMERUN CABLING TO AV EQUIPMENT RACK. RE: DIAGRAM H/T4.0. AV INPUT WALL PLATE WITH (1) HDMI. PROVIDE 2-GANG OUTLET BOX W/ SINGLE-GANG FACEPLATE AT 18" A.F.F. WIRELESS ACCESS POINT (WAP). CONNECT TO AV SYSTEM POE SWITCH. RE: DIAGRAM 1/T3.1. PROVIDE CONDUIT SLEEVES THROUGH WALLS TO STRUCTURE TO FACILITATE CABLING. PROVIDE FIRESTOPPING AS REQUIRED. ALL LOW VOLTAGE CONDUIT STUBBED OUT ABOVE FINISHED CEILINGS SHALL HAVE LONG RADIUS SWEEPS. CABLE TIES SHALL BE RELEASABLE AND COMPOSED OF HOOK AND LOOP, RUBBER, OR SOFT POLYMER. ZIP-TIES OR EQUAL SHALL NOT BE USED. ROUTE ALL CABLING NOT IN CONDUIT VIA J-HOOOKS, ARLINGTON LOOP OR LSLINGS SUSPENDED FROM STRUCTURE. CABLING SHALL NOT RUN UNSOPPORTED FOR LENGTHS GREATER THAN 5'-0". 1. 2. 3. 4. TECHNOLOGY NOTES: 1 2 3 4 5 6 7 8 ISSUE: DATE: 9 City of Aspen Received 6/19/17 Building Department M MAV AV AV S S S SS SSSS S CKJJ A C E B D 1 2 3 4 5 6 7 8 9 STAIR 201 STOR 202 STAIR 203 NARTHEX 204 VEST 205 NAVE 206 SANCTUARY 207 VESTING / SACRISTY 208 ALTAR SERVER VESTING 209 3 4 5 4 5 5 6 6 3 8 9 ,TYP. 6 6SW 7 7 1 2 LS-1 LS-1 LS-1 LS-1 LS-1 LS-1 LS-3 LS-3 LS-3 LS-3 ZONE 2 1 2 1 2 3 SW(4) 2"C STUBBED OUT BELOW FLOOR. LS-2 LS-2 LS-4 LS-4 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:30 AMT2.6 SANCTUARY LEVEL TECHNOLOGY PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" SANCTUARY LEVEL TECHNOLOGY PLAN FLAG NOTES: 1 35RU AV EQUIPMENT RACK - FLOOR STANDING. PROVIDE MIDDLE ATLANTIC ERK-3525KD OR EQUAL. RE: DIAGRAM 1/3.2 FOR RACK ELEVATION. ALTAR JUNCTION BOX (AJB). SIZE AS REQUIRED. COLUMN LOUDSPEAKER ARRAY - WALL MOUNT. HOMERUN CABLING TO AJB. COORDINATE WITH ELECTRICAL. RE: LOUDSPEAKER SCHEDULE/T0.1. RE: DIAGRAM J/T4.0 FOR MOUNTING. DUAL XLR MIC INPUT PLATE - FLUSH MOUNT ON FACE OF SANCTUARY STAIRS. PROVIDE 2-GANG OUTLET BOX WITH 1 GANG MUD RING. HOMERUN CABLING TO AJB. RE: DIAGRAM D/T4.0. RE: DIAGRAM K/T4.0 FOR LABELING SCHEDULE. AV INPUT FLOOR POCKET. PROVIDE ACE BACKSTAGE 122SLBK FULL SIZE FLOOR POCKET. ROUTE (2) 2" CONDUIT TO AJB. RE: DIAGRAM C/T4.0. RE: DIAGRAM K/T4.0 FOR LABELING SCHEDULE. STAIRSTEP LOUDSPEAKER - RECESS IN FACE OF SANCTUARY STAIRS. HOMERUN LOUDSPEAKER CABLING TO AJB. RE: LOUDSPEAKER SCHEDULE/T0.1. POWERED SUBWOOFER - FLOOR STANDING. RECESS INTO CABINETRY BEHIND WALL. PROVIDE ACOUSTICALLY TRANSPARENT COVER/GRILLE IN WALL. HOMERUN CABLING TO AJB. RE: LOUDSPEAKER SCHEDULE/T0.1. RE: DIAGRAM 4/T3.2 FOR MOUNTING. AV SYSTEM CONTROLLER. PROVIDE 2-GANG OUTLET BOX AT 48" AFF. HOMERUN CABLING TO AJB. RE: DIAGRAM 1/T3.0. 6.5" IN-CEILING LOUDSPEAKER - FLUSH MOUNT. HOMERUN CABLING TO AJB. RE: LOUDSPEAKER SCHEDULE/T0.1. RE: DIAGRAM E/T4.0 FOR MOUNTING. 2 3 4 5 6 PROVIDE CONDUIT SLEEVES THROUGH WALLS TO STRUCTURE TO FACILITATE CABLING. PROVIDE FIRESTOPPING AS REQUIRED. ALL LOW VOLTAGE CONDUIT STUBBED OUT ABOVE FINISHED CEILINGS SHALL HAVE LONG RADIUS SWEEPS. CABLE TIES SHALL BE RELEASABLE AND COMPOSED OF HOOK AND LOOP, RUBBER, OR SOFT POLYMER. ZIP-TIES OR EQUAL SHALL NOT BE USED. ROUTE ALL CABLING NOT IN CONDUIT VIA J-HOOOKS, ARLINGTON LOOP OR LSLINGS SUSPENDED FROM STRUCTURE. CABLING SHALL NOT RUN UNSOPPORTED FOR LENGTHS GREATER THAN 5'-0". 1. 2. 3. 4. TECHNOLOGY NOTES: 7 8 9 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department AV CK MMMAV AV J A C B D 1 2 3 4 5 6 7 8 9 5 3 4 6 5 5 7 6 8 8 (2) 2" C. ROUTED ABOVE CEILING. 3 4 5 2 1 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:36 AMT2.7 CHOIR LOFT TECHNOLOGY PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0" CHOIR LOFT LEVEL TECHNOLOGY PLAN FLAG NOTES: 1 2 3 4 5 8RU AV EQUIPMENT RACK - FLOOR STANDING. PROVIDE MIDDLE ATLANTIC OBRK8 OR EQUAL. RE: DIAGRAM 2/T3.2 FOR RACK ELEVATION. ALTAR JUNCTION BOX (AJB). SIZE AS REQUIRED. AV INPUT WALL PLATE WITH (1) HDMI. PROVIDE 2-GANG OUTLET BOX W/ SINGLE-GANG FACEPLATE AT 18" A.F.F. RE: DIAGRAM 1/T3.0. RE: DIAGRAM C/T4.0. AV SYSTEM CONTROLLER. PROVIDE 2-GANG OUTLET BOX AT 48" AFF. HOMERUN CABLING TO AJB. RE: DIAGRAM 1/T3.0. DUAL XLR MIC INPUT PLATE. PROVIDE 2-GANG OUTLET BOX WITH 1 GANG MUD RING. HOMERUN CABLING TO AJB. RE: DIAGRAM D/T4.0. LCD VIDEO PROJECTOR WITH LONG THROW LENS, 6000 LUMEN MINIMUM BRIGHTNESS AND WUXGA RESOLUTION. PROVIDE EPSON OR EQUAL. SUSPEND FROM CEILING. RE: DIAGRAM 1/T3.0. RE: DIAGRAM G/T4.0 FOR MOUNTING. PTZ IP CAMERA. PROVIDE VADDIO "ROBOSHOT 30 HD-SDI" OR EQUAL. SEMI-RECESS IN FACE OF CHOIR LOFT BALCONY IN VADDIO "999-2225-118" BACK BOX. RE: ARCHITECTURAL PLANS. RE: DIAGRAM 1/T3.0. 130" MOTORIZED PROJECTION SCREEN - SURFACE MOUNT BEHIND SANCTUARY ARCH. PROVIDE 4-FEET OF EXTRA BLACK DROP. SCREEN CONTROLLED BY RELAY VIA CONTROL SYSTEM. HOMERUN CABLING TO AJB. COORDINATE WITH ELECTRICAL. RE: DIAGRAM 1/T3.0. RE: DIAGRAM F/T4.0 FOR MOUNTING. PROVIDE CONDUIT SLEEVES THROUGH WALLS TO STRUCTURE TO FACILITATE CABLING. PROVIDE FIRESTOPPING AS REQUIRED. ALL LOW VOLTAGE CONDUIT STUBBED OUT ABOVE FINISHED CEILINGS SHALL HAVE LONG RADIUS SWEEPS. CABLE TIES SHALL BE RELEASABLE AND COMPOSED OF HOOK AND LOOP, RUBBER, OR SOFT POLYMER. ZIP-TIES OR EQUAL SHALL NOT BE USED. ROUTE ALL CABLING NOT IN CONDUIT VIA J-HOOOKS, ARLINGTON LOOP OR LSLINGS SUSPENDED FROM STRUCTURE. CABLING SHALL NOT RUN UNSOPPORTED FOR LENGTHS GREATER THAN 5'-0". 1. 2. 3. 4. TECHNOLOGY NOTES: 6 7 8 ISSUE: DATE: City of Aspen Received 6/19/17 Building Department LAN LAN AV AV AV M M M M M LA MIC S14/2 RS232 HDMI R18/2 CAT6 1. INSTALLERS SHALL HOLD CURRENT CERTIFICATION BY INFOCOMM INTERNATIONAL AS CTS AND/OR CTS-I AND HOLD MANUFACTURER CERTIFICATIONS FOR PRODUCTS BEING INSTALLED. 2. CONTRACTOR TO PROVIDE ALL NECESSARY APPURTENANCES TO ENSURE A FULLY FUNCTIONING SYSTEM. 3. CONTRACTOR TO PROVIDE WIRELESS MICROPHONE ANTENNA EXTENSIONS AND ALL NECESSARY APPURTENANCES TO ACHIEVE WIRELESS COVERAGE IN THE MEETING ROOMS. 4. ALL NETWORK EQUIPMENT TO BE PROVIDED BY OWNER UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL PROVIDE EQUIPMENT RACK RACKING, RACK MOUNT POWER, MOUNTING ACCESSORIES AND VENTILATION EQUIPMENT FOR AV SYSTEM. 6. LIGHT LINE WEIGHT INDICATES EXISTING OR OFCI EQUIPMENT. NOTES: 1. THE SANCTUARY AUDIOVISUAL SYSTEM CONSISTS OF AN IP-BASED 4K VIDEO MATRIX SWITCHING SYSTEM AND AN AUDIO SYSTEM WITH INPUTS THAT INCLUDE AUDIO-FROM-VIDEO VIA DANTE, LINE-LEVEL SOURCES, AND MICROPHONES. 2. THE SYSTEM INCLUDES: 2.1. TOUCH SCREENS FOR CONTROL. 2.2. AV FLOOR BOXES AND WALL PLATES WITH HDMI INPUTS. 2.3. A BLU-RAY PLAYER. 2.4. MICROPHONES IN THE CHOIR LOFT AND ALTAR. 2.5. EXISTING 12x8 AUDIO DSP. 2.6. A DANTE BRIDGE TO TAKE AUDIO FROM VIDEO SOURCES INTO THE DSP. 2.7. VIDEO RECEIVER ROOM BOXES TO CONTROL PROJECTORS AND PROJECTION SCREENS. 2.8. FOLDBACK VIDEO DISPLAY AT LECTERN. 2.9. OFE PC FOR RECORDING/STREAMING. 2.10. A USB AUDIO BRIDGE TO SEND AUDIO TO THE PC FROM THE DSP. 2.11. STEERABLE LINEAR COLUMN LOUDSPEAKERS AND POWERED SUBWOOFERS. 2.12. DISTRIBUTED CEILING LOUDSPEAKERS. 3. THE CONTROL SYSTEM SHALL AUTOMATE AUDIOVISUAL FUNCTIONS WITH ONE-TOUCH COMMANDS ISSUED FROM THE TOUCH PANELS. 4. THE AV SYSTEM SHALL BE CONTROLLED VIA WALL MOUNT TOUCH SCREEN. TOUCH SCREEN SHALL PROVIDE THE USER THE ABILITY TO: 4.1. POWER ON/OFF ALL DEVICES W/ ONE PRESS. 4.1.1. AUDIO SYSTEM 4.1.2. PROJECTORS AND PROJECTION SCREENS. 4.1.3. VIDEO SYSTEM COMPONENTS 4.2. SWITCH VIDEO SOURCES. 4.3. ADJUST AUDIO LEVEL UP/DOWN AND MUTE. AV SYSTEM NOTES: FLOORBOX 1 ACE BACKSTAGE 122SLBK FULL FLOOR POCKET HDMI MIC/LINE 1 MIC/LINE 2 HDMI OUT OUT ROOM BOX AURORA MULTIMEDIA VLX-TC1-C 4K TRANCEIVER LAN HDMI RS232 PROJECTION SCREEN 1 DA-LITE TENS COSMO ELECTROL 34492 130" DIAG IN-CEILING RLY UP RLY DOWN PROJECTOR 1 EPSON G7905U 4K WUXGA W/ LONG THROW LENS HDMI RS232 HDMI POE SWITCH NETGEAR GS108PE 8-PORT POE SWITCH LAN LAN LAN LAN LAN LAN LAN LANPTZ CAMERA VADDIO ROBOSHOT 30-HD-SDI VIDEO RECORDING POE HDMI LS3 16Ω 2 LS3 16Ω STAIRSTEPLOUDSPEAKERS COLUMN ARRAY LOUDSPEAKER RENKUS-HEINZ IC16-R-II POWERED COLUMN ARRAY IN SUBWOOFER RENKUS-HEINZ CF12S-5 POWERED SUBWOOFER IN BLU-RAY PLAYER SONY HDMI HDMI LA LA LA HDMI RS232 CAT6 TOUCH SCREEN CONTROL PANEL AURORA MULTIMEDIA QXT-500 CHOIR LOFT POE MIC MIC MIC MIC MIC MIC MIC MIC MIC MIC VIDEO FOLDBACK DISPLAY TOTEVISION LED-709HD 7" LED/LCD MONITOR HDMI POE SWITCH CISCO WS-C2960S-24PS-L 24-PORT POE SWITCH LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN CAT6 HDMI RS232 FLOORBOX 2 ACE BACKSTAGE 122SLBK FULL FLOOR POCKET HDMI MIC/LINE 3 MIC/LINE 4 HDMI OUT OUT FLOORBOX 3 ACE BACKSTAGE 122SLBK FULL FLOOR POCKET HDMI MIC/LINE 5 MIC/LINE 6 HDMI OUT OUT HDMI HDMI CAT6 AT AMBO / LECTERN. HDMI PC EXISTING HDMI USB LAN 7.5W LS1 6 7.5W LS1 NARTHEXS14/2 S14/2 MIC WALL PLATE 1 CUSTOM DUAL XLR INPUT MIC 11 MIC 12 OUT OUT MIC WALL PLATE 2 CUSTOM DUAL XLR INPUT MIC 13 MIC 14 OUT OUT MIC WALL PLATE 3 CUSTOM DUAL XLR INPUT MIC 15 MIC 16 OUT OUT MIC STAIR PLATE CUSTOM DUAL XLR INPUT MIC 7 MIC 8 OUT OUT MIC STAIR PLATE CUSTOM DUAL XLR INPUT MIC 9 MIC 10 OUT OUT CAT6 CAT6 COLUMN ARRAY LOUDSPEAKER RENKUS-HEINZ IC16-R-II POWERED COLUMN ARRAY IN SUBWOOFER RENKUS-HEINZ CF12S-5 POWERED SUBWOOFER IN CAT6 LS3 16Ω 2 LS3 16Ω STAIRSTEPLOUDSPEAKERSS14/2 AMPLIFIER CROWN CTs 3000 EXISTING IN1 IN2 1250W 8Ω 1250W 8Ω AMPLIFIER ASHLY NX 752 POWER AMPLIFIER IN1 IN2 75W 70V 75W 70V LA LA 1 1 BREAK-IN BOX BSS BLU-BIB INPUT EXPANDER IN1 IN2 IN3 IN4 IN5 IN6 IN7 IN8 BLU LINK BLU LINK AUDIO DSP CRESTRON BLU-100 EXISTING IN1 IN2 IN3 IN4 IN5 IN6 IN7 IN8 IN9 IN10 IN11 IN12 BLU LINK OUT1 OUT2 OUT3 OUT4 OUT5 OUT6 OUT7 OUT8 LAN LA LA LA LA LA LA 1 2 3 1 2 3 4 5 HDMI LA LA LA LA LA LA ASSISTED LISTENING TX LISTEN TECHNOLOGIES LT-803-072 RF AUDIO TRANSMITTER LINE IN LA PROJECTION SCREEN 2 DA-LITE TENS COSMO ELECTROL 34492 130" DIAG IN-CEILING RLY UP RLY DOWN BLU LINK R18/2 R18/2 CAT6 USB INTERFACE BSS BLU-USB BLU-LINK > USB BLU LINK BLU LINK USB CAT6 CAT6 CAT6 PROJECTOR 2 EPSON G7905U 4K WUXGA W/ LONG THROW LENS HDMI RS232 ROOM BOX AURORA MULTIMEDIA VLX-TC1-C 4K TRANCEIVER LAN HDMI RS232 WALL PLATE AURORA MULTIMEDIA VLX-TCW2V-C-B 4K TRANCEIVER HDMI HDMI POE HDMI ROOM BOX AURORA MULTIMEDIA VLX-TC1-C 4K TRANCEIVER HDMI POE TOUCH SCREEN CONTROL PANEL AURORA MULTIMEDIA QXT-500 ALTAR POE LAN TRANSCEIVER AURORA MULTIMEDIA VLX-TCW2V-C-B 4K TRANCEIVER HDMI LAN TRANSCEIVER AURORA MULTIMEDIA VLX-TCW2V-C-B 4K TRANCEIVER HDMI LAN TRANSCEIVER AURORA MULTIMEDIA VLX-TCW2V-C-B 4K TRANCEIVER HDMI LAN TRANSCEIVER AURORA MULTIMEDIA VLX-TCW2V-C-B 4K TRANCEIVER HDMI LAN CAT6 CAT6 CAT6 CAT6 ROOM BOX AURORA MULTIMEDIA VLX-TC1-C 4K TRANCEIVER LAN HDMI ROOM BOX AURORA MULTIMEDIA VLX-TC1-C 4K TRANCEIVER LAN HDMI CAT6 CAT6 CAT6 CAT6 R18/2 R18/2 USB DANTE BRIDGE BSS BLU-DAN AUDIO TRANSCEIVER BLU-LINK BLU-LINK DANTE CTRL PROCESSOR AURORA QXP-2 QUAD-CORE LAN RLY 1 RLY 2 RS232 CAT6 CAT6CAT6CAT6 CAT6 CAT6 CAT6R18/2 R18/2 RS232 RS232 RS232 CAT6TO RACK SWITCH TO RACK SWITCH LEFTRIGHTLEFTRIGHTLOCATE IN 35RU AV EQUIPMENT RACK IN SANCTUARY. PROVIDE MIDDLE ATLANTIC ERK-3525KD OR EQUAL. LOCATE EQUIPMENT IN 8RU AV EQUIPMENT RACK AT CHOIR LOFT. PROVIDE MIDDLE ATLANTIC OBRK8 OR EQUAL. TO RACK SWITCH TO RACK SWITCH TO RACK SWITCH LINE LEVEL AUDIO MIC LEVEL AUDIO CONTROL (SERIAL) SPEAKER LEVEL AUDIO (GAUGE/QTY) PREFAB HDMI CABLE CATEGORY 6 - 4PR UTP CONTROL (LV RELAY; GAUGE/QTY) TO DSP TO DSP TO DSP TO DSP TO DSP TO DSP FROM FLOORBOX 1 FROM FLOORBOX 1 FROM FLOORBOX 2 FROM FLOORBOX 2 FROM FLOORBOX 3 FROM FLOORBOX 3 TO BLU-USB FROM DSP TO BLU-BIB FROM BLU-USBCHOIR LOFTSANCTUARYTO CTRL PROC TO CTRL PROC TO CTRL PROC TO CTRL PROC TO RACK SWITCH PROJ SCRN UP PROJ SCRN DOWN TO DSP TO CTRL PROC LINETYPE LEGEND: ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:37 AMT3.0 TECHNOLOGY FUNCTIONAL DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: NONE1 AUDIOVISUAL FUNCTIONAL DIAGRAM - SANCTUARY ISSUE: DATE: City of Aspen Received 6/19/17 Building Department LAN 125W 70V 125W 70V 125W 70V 125W 70V 125W 70V 125W 70V 125W 70V 125W 70V M CK AV LA MIC S16/2 IR HDMI CAT6 1. INSTALLERS SHALL HOLD CURRENT CERTIFICATION BY INFOCOMM INTERNATIONAL AS CTS AND/OR CTS-I AND HOLD MANUFACTURER CERTIFICATIONS FOR PRODUCTS BEING INSTALLED. 2. CONTRACTOR TO PROVIDE ALL NECESSARY APPURTENANCES TO ENSURE A FULLY FUNCTIONING SYSTEM. 3. CONTRACTOR TO PROVIDE WIRELESS MICROPHONE ANTENNA EXTENSIONS AND ALL NECESSARY APPURTENANCES TO ACHIEVE WIRELESS COVERAGE IN THE MEETING ROOMS. 4. ALL NETWORK EQUIPMENT TO BE PROVIDED BY OWNER UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL PROVIDE EQUIPMENT RACK RACKING, RACK MOUNT POWER, MOUNTING ACCESSORIES AND VENTILATION EQUIPMENT FOR AV SYSTEM. NOTES: 1. THE MAIN LEVEL AUDIOVISUAL SYSTEM CONSISTS OF THREE (3) PORTABLE DISPLAYS AND AN AUDIO SYSTEM WITH INPUTS THAT INCLUDE AUDIO-FROM-VIDEO AND MICROPHONES. 2. THE SYSTEM INCLUDES: 2.1. AUDIO CONTROL PANELS. 2.2. AN IPAD FOR VIDEO CONTROL. 2.3. SEVEN (7) AV TRANCEIVER WALL PLATES WITH HDMI INPUTS AND OUTPUTS. 2.4. A WIRELESS MICROPHONE SYSTEM IN EACH MEETING ROOM. 2.5. AN AUDIO DSP W/ A DANTE BRIDGE. 2.6. THREE (3) LCD/LED VIDEO DISPLAYS ON PORTABLE VIDEO CARTS. 2.7. RACK-MOUNTED AUDIO RECORDER. 2.8. DISTRIBUTED IN-CEILING LOUDSPEAKERS. 3. AUDIO ALWAYS FOLLOWS VIDEO. 4. THE VIDEO SYSTEM SHALL BE CONTROLLED VIA IPAD. THE IPAD WILL CONNECT TO THE CONTROL PROCESSOR THROUGH DEDICATED WIFI CONNECTION. THE WIFI CONNECTION WILL BE PROVIDED THROUGH A WIRELESS ACCESS POINT SEPARATE FROM THE BUILDING DATA SYSTEM. THE IPAD WILL CONTROL: 4.1. SOURCE AND OUTPUT SELECTION. 4.2. ENCODER/DECODER STATE OF EACH WALL PLATE. 5. A WALL PLATE SET IN ENCODER MODE CAN RECEIVE A VIDEO SIGNAL THROUGH ONE OF THE HDMI INPUTS. A WALL PLATE SET IN DECODER MODE CAN SEND A VIDEO SIGNAL TO ONE OF THE PORTABLE DISPLAY CARTS THROUGH THE HDMI OUTPUT. 6. AUDIO SIGNALS ARE TRANSMITTED FROM EACH AURORA WALL PLATE TO THE AUDIO DSP AND FROM THE DSP TO THE AMPLIFIER THROUGH THE DANTE BRIDGE. 7. THE AUDIO SYSTEM SHALL BE CONTROLLED VIA WALL MOUNT CONTROL PANELS. EACH CONTROL PANEL SHALL PROVIDE THE USER THE ABILITY TO: 7.1. ADJUST AUDIO LEVEL UP/DOWN AND MUTE. 7.2. SELECT PROGRAMMED AUDIO ZONES. AV SYSTEM NOTES: POE SWITCH CISCO WS-C2960S-24PS-L 24-PORT POE SWITCH LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN LAN 15W LS1 2 15W LS1 MEETINGROOM 101WIRELESS MIC SHURE SLX124/85/SM58 COMBO SYSTEM OUT 1 AUDIO DSP BSS BLU-100 DIGITAL SIGNAL PROCESSOR IN1 IN2 IN3 IN4 IN5 IN6 IN7 IN8 IN9 IN10 IN11 IN12 BLU LINK OUT1 OUT2 OUT3 OUT4 OUT5 OUT6 OUT7 OUT8 AMPLIFIER ASHLY PEMA 8125 W/ DANTE CARD DANTE 15W LS1 2 15W LS1 MEETINGROOM 10215W LS1 2 15W LS1 MEETINGROOM 10315W LS1 2 15W LS1 MEETINGROOM 10415W LS1 2 15W LS1 MEETINGROOM 10515W LS1 2 15W LS1 MEETINGROOM 10615W LS1 2 15W LS1 MEETINGROOM 107CAT6 LED/LCD DISPLAY SONY OR EQUAL 75" 4K PORTABLE DISPLAY HDMI IR HDMI IR AUDIO CONTROL PANEL BSS EC-8BV WALL MOUNT POE LAN CAT6 MIC MIC MIC MIC MIC MIC MIC MIC CAT6 CAT6 CAT6 CAT6 CAT6 CAT6 CAT6 AUDIO RECORDER DENON DN-700R NETWORK RECORDER LINE IN LAN LA WALL PLATE AURORA MULTIMEDIA VLX-TCW2H-C TRANCEIVER HDMI1 HDMI2 HDMI IR DANTE CAT6 CAT6 S16/2 S16/2 S16/2 S16/2 S16/2 S16/2 S16/2 CAT6 CAT6 CAT6 CAT6 CAT6 CAT6 CAT6 LA ASSISTED LISTENING TX LISTEN TECHNOLOGIES LT-803-072 RF AUDIO TRANSMITTER LINE IN CAT6 CAT6 CAT6 CAT6 DANTE BRIDGE BSS BLU-DAN AUDIO TRANSCEIVER BLU LINK DANTE CAT6 CTRL PROCESSOR AURORA QXP-2 QUAD-CORE LAN WIRELESS ACCESS POINT NETGEAR WAC510-100NAS LOCATE AT RACK LAN CAT6 CAT6 IPAD APPLE VIDEO SYSTEM CTRL TO POE SWITCH TO POE SWITCH TO DSP FROM MEETING ROOM 101 MIC FROM MEETING ROOM 102 MIC FROM MEETING ROOM 103 MIC FROM MEETING ROOM 104 MIC FROM MEETING ROOM 105 MIC FROM MEETING ROOM 106 MIC FROM MEETING ROOM 107 MIC TO MEETING ROOM 101 CONTROL TO MEETING ROOM 102 CONTROL TO MEETING ROOM 103 CONTROL TO MEETING ROOM 104 CONTROL TO MEETING ROOM 105 CONTROL TO MEETING ROOM 106 CONTROL TO MEETING ROOM 107 CONTROL LOCATE IN 16RU AV EQUIPMENT RACK IN STORAGE 122. PROVIDE MIDDLE ATLANTIC MRR-1620 OR EQUAL. TO MEETING ROOM 101 WALL PLATE TO MEETING ROOM 102 WALL PLATE TO MEETING ROOM 103 WALL PLATE TO MEETING ROOM 104 WALL PLATE TO MEETING ROOM 105 WALL PLATE TO MEETING ROOM 106 WALL PLATE TO MEETING ROOM 107 WALL PLATE LOCATE IN MEETING ROOM.TYPICAL OF 7 . MOUNT ON PORTABLE VIDEO CART.TYPICAL OF 3 . LINE LEVEL AUDIO MIC LEVEL AUDIO CONTROL (INFRARED BLASTER) SPEAKER LEVEL AUDIO (GAUGE/QTY) PREFAB HDMI CABLE CATEGORY 6 - 4PR UTP LINETYPE LEGEND: AV LED/LCD DISPLAY SONY OR EQUAL 55" 4K PORTABLE DISPLAY HDMI IR HDMI IR WALL PLATE CUSTOM HDMI HDMI IR ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:39 AMT3.1 TECHNOLOGY FUNCTIONAL DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: NONE1 AUDIOVISUAL FUNCTIONAL DIAGRAM - MEETING ROOMS LEVEL ISSUE: DATE: SCALE: NONE2 AUDIOVISUAL FUNCTIONAL DIAGRAM - CONFERENCE ROOM 112 City of Aspen Received 6/19/17 Building Department VESTING / SACRISTY 208 LOUDSPEAKER GRILLE. WOOD FRAME COVERED WITH ACOUSTICALLY TRANSPARENT FABRIC. 2x4 WOOD FRAME CONSTRUCTION. PROVIDE 3" BATT FIBERGLASS INSULATION AROUND SUBWOOFER. 1'-9" F.O. 2'-1 1_ 8" F.O. PROVIDE 3/4" MDF PLYWOOD ON OUTSIDE OF ENCLOSURE. PROVIDE REMOVABLE FASTENERS TO ALLOW SERVICE. POWERED SUBWOOFER. REFER TO LOUDSPEAKER SCHEDULE FOR INFORMATION. COORDINATE ELECTRICAL RECEPTACLE W/ E.C. 1'-83_ 4" 2'-33_ 8" 2'-05_ 8" 2'-1 1_ 8" 1'-73_ 4" 1'-61_ 2" B - A - FRONT ELEVATIONSECTION PLAN VIEW B A -- 1 2 3 4 5 6 7 8 BREAK-IN BOX BLANK 8-PORT POE SWITCH 8U FLOOR STANDING EQUIPMENT CABINET WITH OAK WOOD FINISH. PROVIDE MIDDLE ATLANTIC OBRK8 OR EQUAL. PROVIDE FAN TOP AND LOCKING FRONT DOOR. AV EQUIPMENT RACK PDU BLANK BLANK BLANK BLANK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 BLU-RAY PLAYER VIDEO SWITCHER/ CONTROL PROCESSOR AUDIO DSP PDU 24-PORT POE SWITCH BLANK BLANK BLANK BLANK BLANK BLANK 35RU FLOOR STANDING EQUIPMENT RACK. PROVIDE MIDDLE ATLANTIC ERK-3525KD OR EQUAL. PROVIDE FAN TOP AND LOCKING FRONT DOOR. AV EQUIPMENT RACK ASSISTED LISTENING TX AUDIO AMPLIFIER AUDIO AMPLIFIER OWNER PC STORAGE DRAWER BLANK BLANK BLANK BLANK BLANK BLANK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 AMPLIFIER AUDIO RECORDER BLANK BLANK AUDIO DSP PDU BLANK 24-PORT POE SWITCH 16U WALL MOUNT EQUIPMENT CABINET. PROVIDE MIDDLE ATLANTIC MRR-1620 OR EQUAL. PROVIDE FAN TOP AND LOCKING FRONT DOOR.6'-6" AFFAV EQUIPMENT RACK STORAGE DRAWER BLANK BLANK ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:42 AMT3.2 TECHNOLOGY ELEVATIONS AND SECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1" = 1'-0"4 ENLARGED SUBWOOFER ENCLOSURE DIAGRAM SCALE: NONE2RACK ELEVATION -CHOIR LOFT SCALE: NONE1RACK ELEVATION - SANCTUARY SCALE: NONE3RACK ELEVATION - MAIN LEVEL ISSUE: DATE: City of Aspen Received 6/19/17 Building Department COMMUNICATIONS OUTLET BOX DIAGRAM THREADED NIPPLE WITH PROTECTIVE BUSHING. COMMUNICATIONS CABLING. CONDUIT PATHWAY,UP OR DOWN FROM OUTLET BOX. SINGLE DEVICE MUD-RING. ELECTRICAL OUTLET BOX; 4-11/16" x 4-11/16" x 2 1/2". TYPICAL UNO. NO SCALE A C S CEILING SPEAKER MOUNTING DIAGRAM LOUDSPEAKER TERMINAL BLOCK. INTEGRAL PLENUM-RATED BACK-CAN. FINISHED CEILING. PROVIDE TILE BRIDGE FOR LAY-IN CEILING LOCATIONS. LOUDSPEAKER CABLING. SEISMIC RESTRAINT. ATTACH TO STRUCTURE ABOVE. PLAN SYMBOL:NO SCALE AUDIO CONTROL PANEL DIAGRAM CK 4PR CAT6 UTP CABLE (BLUE JACKET). 1"C. (TYP). PLAN SYMBOL:NO SCALE BSS EC-8BV AUDIO CONTROL KEYPAD. D E PROJECTION SCREEN MOUNTING DETAIL STRUCTURAL BEAM SCREEN ROLLER. SCREEN HOUSING. NO SCALE AV PROJECTOR MOUNT DIAGRAM - HARD CEILING PROJECTOR. CEILING PLATE. PLAN SYMBOL:NO SCALE 1 1/2" THREADED NPT COLUMN. SIZE AS REQUIRED. CHIEF RPA MOUNTING BRACKET. F G H TYPICAL MIC INPUT PLATE DIAGRAM 1"C. (TYP). PLAN SYMBOL:NO SCALE (2) 22/2C-SHIELDED MIC/LINE CABLE, GRAY JACKET, TYPICAL. CUSTOM WALL PLATE W/ (2) XLR-F JACKS. PROVIDE STATINLESS STEEL TRIM PLATE. M MIC # MIC # MIC 11 MIC 12 MIC 13 MIC 14 MIC 15 MIC 16 MIC 7 MIC 8 MIC 9 MIC 10 S LOUDSPEAKER COLUMN ARRAY MOUNTING DIAGRAM PLAN SYMBOL:NO SCALE 1'-0"6' - 2 3/4"9' - 0"10' - 0"RENKUS-HEINZ INCONYX IC16-R-II LOUDSPEAKER ARRAY. FINISHED FLOOR. 20A DUPLEX RECEPTACLE. COORDINATE WITH ELECTRICAL. J AV/MIC INPUT PLATE LABELING SCHEDULE NO SCALE M M1 2 M 3 M 4 M 5 AV 1 MIC / LINE 1 MIC / LINE 2 K MOUNTING BRACKET, TYP OF 2. DATA 1 HDMI IN 1 HDMI IN 2 AV OUTLET BOX. RMC BOX. PROVIDE CRESTRON DM-RMC-SCALER-C OR EQUAL. RS232 SERIAL CONTROL CABLE. PREFABRICATED HDMI CABLE. PROVIDE 2-GANG OUTLET BOX. CRESTRON DM-8G+. AV MEETING ROOM AV WALL PLATE DIAGRAM PLAN SYMBOL:NO SCALE AURORA -VLX-TCW2H-C TRANCEIVER WALLPLATE. 1"C.4PR CAT6 STP CABLE (BLUE JACKET). B PROVIDE 2-GANG THERMOPLASTIC DECORA FACEPLATE. COORDINATE FINISH WITH ARCHITECT. SANCTUARY AV FLOOR POCKET DIAGRAM PLAN SYMBOL:NO SCALE AV ACE BACKSTAGE 122SLBK FULL STAGE POCKET WITH BLACK FINISH.ACE BACKSTAGE CONNECTRIX #PNL-106 FULL STAGE POCKET POCKET PANEL. ACE BACKSTAGE #PE FULL STAGE POCKET DUPLEX RECEPTACLE. COORDINATE WITH ELECTRICAL. ACE BACKSTAGE CONNECTRIX #C-15142 HDMI CONNECTOR, TYP. OF 3. NEUTRIK NCJ9FI-S COMBO XLR AND 1/4" STEREO JACK CONNECTOR, TYP. OF 2. ACE BACKSTAGE CONNECTRIX #NE8FDY-C6-B CAT6 CONNECTOR. CABLING PROVIDED OTHERS. HDMI OUT 1 AV 1 MIC / LINE 1 MIC / LINE 2 DATA 1 HDMI IN 3 HDMI IN 4 HDMI OUT 2 AV 1 MIC / LINE 1 MIC / LINE 2 DATA 1 HDMI IN 5 HDMI IN 6 HDMI OUT 3 ALBUQUERQUE |AVON |DENVER |FORT COLLINS 303.278.3820 www ˛bgbuildingworks ˛com Project No. 9727.00 Copyright 2016 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 50% DD 10.11.16 100% DD 11.14.16 50% CD 12.20.16 PERMIT DRAWINGS 01.12.17 100% CD 02.15.17 2/10/2017 10:33:56 AMT4.0 TECHNOLOGY DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOISSUE: DATE: City of Aspen Received 6/19/17 Building Department