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Home My Public Portal AboutPACP 2021-09-17Public Arts Committee Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Friday November 16, 2021 9:00 AM - 11:00 AM NOTE: Times are approximate and agenda subject to change Virtual Meeting Information Join Zoom Meeting https://us02web.zoom.us/j/2590408013 Meeting ID: 259 040 8013 Phone 1 -344 -248 -7799 Roll Call Approval Of Agenda Consent Agenda Discussion Items Historic Church Update Steve and Devin update Fraser Community Center_Concept Budget_9.10.21.Pdf Town Of Fraser - Historic Church Interim CCA - Perspective Boards.pdf Town Of Fraser - Historic Church Interim CCA - Concept Design.pdf Artisan Oktoberfest Kerry to give update Kids Gallery Callie update Budget 2022 PAC Budget Worksheet V 2.Xlsx Mural Design Process Plein Air @ Altitude Update Lisa and Steve update IF Time: Winter 2022 Event? Other Business Future Agenda Items Adjourn Members of the Fraser Board of Trustees may attend this meeting. 1. 2. 3. 4. a. Documents: b. c. d. Documents: e. f. g. 5. 6. 7. Public Arts CommitteeRegular Meeting AgendaFraser Town Hall, 153 Fraser Avenue and VirtuallyFriday November 16, 20219:00 AM - 11:00 AMNOTE: Times are approximate and agenda subject to change Virtual Meeting Information Join Zoom Meetinghttps://us02web.zoom.us/j/2590408013Meeting ID: 259 040 8013 Phone 1 -344 -248 -7799Roll Call Approval Of Agenda Consent AgendaDiscussion Items Historic Church Update Steve and Devin updateFraser Community Center_Concept Budget_9.10.21.PdfTown Of Fraser - Historic Church Interim CCA - Perspective Boards.pdfTown Of Fraser - Historic Church Interim CCA - Concept Design.pdfArtisan Oktoberfest Kerry to give updateKids Gallery Callie updateBudget 2022 PAC Budget Worksheet V 2.Xlsx Mural Design Process Plein Air @ Altitude Update Lisa and Steve update IF Time: Winter 2022 Event? Other Business Future Agenda Items Adjourn Members of the Fraser Board of Trustees may attend this meeting. 1.2.3.4.a.Documents:b.c.d. Documents: e. f. g. 5. 6. 7. 56 Edwards Village Blvd Suite 216 Edwards, CO 81632 Project: Town of Fraser - Historic Church Center for Creative Arts Date: 09/10/21 Owner: Town of Fraser Estimator: Tyler Sartorius Architect: DAO Architecture Project SF: 7,904 Duration in Months: 10.00 Building Building 2 AVI Estimate #: Conceptual Estimate 4,668 SF 35,047 SF 3,236 SF Project Summary Sheet - Estimated Cost of the Work New Building Site Work Renovation Subtotal 5 Months 3 Months 2 Months Division #0 Procurement and Contracting Requirements $223,580 $134,148 $89,432 447,160 $56.57 /SF 9.8% of Direct Costs Division #1 General Requirements $143,765 $86,259 $57,506 287,530 $36.38 /SF 6.3% of Direct Costs Division #2 Existing Conditions $5,541 $31,396 $25,888 62,825 $7.95 /SF 1.4% of Direct Costs Division #3 Concrete $204,214 $75,184 $9,134 288,532 $36.50 /SF 6.3% of Direct Costs Division #4 Masonry $0 $16,873 $0 16,873 $2.13 /SF 0.4% of Direct Costs Division #5 Metals $12,941 $21,437 $0 34,378 $4.35 /SF 0.8% of Direct Costs Division #6 Wood, Plastics, and Composites $225,382 $25,028 $2,427 252,837 $31.99 /SF 5.5% of Direct Costs Division #7 Thermal and Moisture Protection $269,034 $0 $1,658 270,692 $34.25 /SF 5.9% of Direct Costs Division #8 Openings $128,906 $0 $20,279 149,185 $18.87 /SF 3.3% of Direct Costs Division #9 Finishes $268,129 $3,584 $145,620 417,333 $52.80 /SF 9.1% of Direct Costs Division #10 Specialties $24,237 $0 $450 24,687 $3.12 /SF 0.5% of Direct Costs Division #11 Equipment $258,877 $551 $18,547 277,975 $35.17 /SF 6.1% of Direct Costs Division #12 Furnishings $6,110 $5,500 $0 11,610 $1.47 /SF 0.3% of Direct Costs Division #13 Special Construction $0 $0 $0 0 $0.00 /SF 0.0% of Direct Costs Division #14 Conveying Equipment $0 $0 $0 0 $0.00 /SF 0.0% of Direct Costs Division #21 Fire Suppression $0 $0 $0 0 $0.00 /SF 0.0% of Direct Costs Division #22 Plumbing $207,963 $0 $64,720 272,683 $34.50 /SF 5.9% of Direct Costs Division #23 Heating, Ventilating and Air Conditioning $453,663 $0 $258,880 712,543 $90.15 /SF 15.5% of Direct Costs Division #25 Integrated Automation w/ HVAC $0 w/ HVAC 0 $0.00 /SF 0.0% of Direct Costs Division #26 Electrical $244,684 $102,182 $122,968 469,834 $59.44 /SF 10.3% of Direct Costs Division #27 Communications $28,265 $0 $18,661 46,927 $5.94 /SF 1.0% of Direct Costs Division #28 Electonic Safety and Security $42,162 $0 $27,836 69,998 $8.86 /SF 1.5% of Direct Costs Division #31 Earthwork $0 $214,914 $0 214,914 $27.19 /SF 4.7% of Direct Costs Division #32 Exterior Improvements $0 $254,469 $0 254,469 $32.19 /SF 5.6% of Direct Costs Division #33 Utilities $0 $0 $0 0 $0.00 /SF 0.0% of Direct Costs Subtotal $2,747,454 $971,525 $864,006 $4,582,985 $579.83 /SF 100.0% of Project 60% 21% 19% Utility Tap & Development Fees By Owner By Owner By Owner By Owner $0.00 /SF 0.00% of Project Permit Allowance By Owner By Owner By Owner 0 $0.00 /SF 0.00% of Project Use Tax Tax Exempt Tax Exempt Tax Exempt Tax Exempt $0.00 /SF 0.00% of Project Design & Estimate Contingency $109,898 $38,861 $34,560 183,319 $23.19 /SF 4.00% of Subtotal Construction Contingency $57,147 $20,208 $17,971 95,326 $12.06 /SF 2.00% of Subtotal Builders Risk Insurance $6,572 $2,324 $2,067 10,963 $1.39 /SF 0.23% of Project Comprehensive General Liability Insurance $40,978 $14,490 $12,886 68,354 $8.65 /SF 1.10% of Costs Sub Bonding Subguard $28,561 $9,013 $8,605 46,180 $5.84 /SF 1.20% of Costs Performance, Labor & Material Bond $31,226 $11,030 $9,816 52,072 $6.59 /SF 0.83% of Project Escalation Allowance(5 Years @ 4%/ Year) $604,367 $213,490 $189,982 1,007,840 $127.51 /SF 20.00% of Project General Contractors Fee $151,723 $53,596 $47,694 253,013 $32.01 /SF 4.00% of Costs Preconstruction Services $20,982 $7,419 $6,598 35,000 $4.43 /SF 0.50% of Project $3,798,908 $1,341,957 $1,194,187 $6,335,052 $801.50 /SF 100.0% of Project $814 / SF $38 / SF $369 / SF Estimated Cost of Construction Conceptual Estimate DNDN FENCE, TYP ADJACENT BUILDINGS ADJACENT BUILDINGS ADJACENT BUILDING EISENHOWER DRIVE NO R G R E N D R I V E GUTTER GUTTER GU T T E R GU T T E R APPX. PROPERTY LINE(S) TO BE VERIFIED WITH SURVEY APPX. PROPERTY LINE(S) TO BE VERIFIED WITH SURVEY 29 PARKING SPACES, INCL. 2 ADA EXISTING BUILDING NEW ADDITION ADAADA ALLEY OUTDOOR STAGE 1 NEW PLAZA OUTDOOR STAGE 2 BIKE RACKS BIKE RACKS SNOW STORAGE HARDSCAPED AREA 13,698 SF STORAGE AREA AREA 4,566 SF REQUIRED 4,588 INDICATED SNOW STORAGE AREA DUMPSTER AREA 57 ' - 4 3 / 8 " 17 ' - 5 1 / 4 " 25 ' - 0 " SCALE: 1/16" = 1'-0" Site Plan Re f r i g e r a t o r Ra n g e Ra n g e DW DW DN DN Washer 1 8' - 8 1 / 2 " 8'-9" 0'-8" 0'-0" 0'-8" A2.0 1 13 ' - 3 3 / 4 " 8'-8 1/4" 5 13'-11 1/4"5'-6" 17'-6 5/8" 35 ' - 1 " 5' - 0 " 26 ' - 5 3 / 4 " 26'-5 3/4" 24 ' - 7 1 / 8 " 24'-7 1/8" 26'-5 3/4" 24 ' - 7 1 / 8 " 12'-1 1/8" 12 ' - 1 1 / 8 " 12 ' - 1 1 / 8 " 12'-1 1/8" 8 8 5 12'-1 1/8" 12 ' - 1 1 / 8 " Performance Space 102102 Perfomance Lobby 101101 Entry Gallery 100100 Flex Room 103103 Kitchen 104104 Storage 105105 Office 106106 Commons 107107 Class/Studio 108108 Class/Studio 109109 Class/Studio 110110 Restroom 111111 Restroom 112112 Storage 108B108B Storage 109B109B Storage 110B110B Vestibule 102B102B PRESUMED SITE SETBACK LINES Entry/Circulation Space Flexible Space Performance Space Studio/Classroom Space Support Space Administration Space Storage Space Outdoor Space Plaza OutdoorOutdoor A2.0 2 Vestibule 103B103B A2.1 1 A2.12 ATTIC ACCESS REMOVABLE SHADE CANOPY, TYP. FINAL LOCATION AND DESIGN TBD STAGE AREA Storage 103C103C A2.0 3 KILN KILN RAKU KILN 6' - 9 3 / 8 " SHELVING SHELVINGSHELVING SAND PIT 5' - 1 0 5 / 8 " Family Restroom 112B112B 1' - 6 " SCALE: 1/8" = 1'-0" Floor Plan INTERIM FRASER CENTER FOR THE CREATIVE ARTS - VIEW FROM EISENHOWER STREET INTERIM FRASER CENTER FOR THE CREATIVE ARTS - PERFORMANCE SPACE INTERIM FRASER CENTER FOR THE CREATIVE ARTS - COMMONS AREA INTERIM FRASER CENTER FOR THE CREATIVE ARTS - SOUTH STUDIO DRAWING INDEX DAO No.: 2021-025 OWNER: TOWN OF FRASER PUBLIC ARTS COMMITTEE 153 FRASER AVENUE FRASER, CO 80442 CONTACT: PHONE #: 970.726.5491 ARCHITECT: DAO ARCHITECTURE 7230 MEADE ST WESTMINSTER, CO 80030 CONTACT: DAN ORECCHIO PHONE #: 720.273.0431 STRUCTURAL ENGINEERS: MECHANICAL AND PLUMBING ENGINEERS: ELECTRICAL AND TECHNOLOGY ENGINEERS: LANDSCAPE ARCHITECTS / CIVIL ENGINEERS: GENERAL CONTRACTOR: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com Historic Church Center for Creative Arts DAO No.: C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 5 : 0 0 A M Cover Town of Fraser 107 East Eisenhower Drive, Fraser, CO 80442 September 10, 2021 Concept Design Town of Fraser 107 East Eisenhower Drive, Fraser, CO 80442 September 10, 2021 Historic Church Center for Creative Arts 2021-025 GENERAL Cover Cover Sheet G0.0 Standard Symbols, Abbreviations & General Notes G0.1 Building Code Data ARCHITECTURE AD1.0 Demolition Plan AS1.0 Site Plan A1.0 Floor Plan A2.0 Elevations A2.1 Elevations A9.1 Perpectives A9.2 Perspectives A9.3 Perspectives A9.4 Perspectives CONCEPT DESIGN Southwest Perspective GENERAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON PLANS PRIOR TO COMMENCEMENT OF THE WORK . IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE INSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFY PLANS ACCORDINGLY . ALL DISCIPLINES SHALL BE RESPONSIBLE FOR THEIR SCOPE OF WORK . THIS WORK IS TO BE SCHEDULED AND COMPLETED WITH THE GENERAL CONTRACTOR'S FULL KNOWLEDGE. THE PROJECT STAGING AREA / CONSTRUCTION ACTIVITIES SHALL NOT CAUSE THE OBSTRUCTION OF PATHS OF EGRESS INSIDE THE BUILDING, BLOCK EXIT DISCHARGE FROM THE BUILDING, OR IMPEDE EMERGENCY VEHICLE ACCESS TO THE BUILDING. CORRIDORS MAY NOT BE USED AS STAGING AREAS OR AS AREAS FOR DEBRIS COLLECTION. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR REMOVAL OF ANY HAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED TO, ASBESTOS IN ANY FORM. PARTIES RESPONSIBLE FOR DEMOLITION SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUSPECTED MATERIALS. 1. 2. 3. 4. MATERIALS SYMBOLS EARTH NON-COMPACTED EARTH COMPACT/FILL GRAVEL/POROUS FILL CONCRETE PRECAST CONCRETE SAND/MORTAR/PLASTER ALUMINUM BRASS/BRONZE STEEL CONCRETE BLOCK COMMON/FACE BLOCK FIRE BRICK BLUESTONE/SLATE/ SOAPSTONE/FLAGGING LIMESTONE RUBBLE FINISH ROUGH SHIM GLASS STRUCTURAL GLASS BLOCK BATT/LOOSE FILL RIGID SPRAY/FOAM ACOUSTICAL TILE CARPET AND PAD CERAMIC TILE TECTUM CAST-IN-PLACE CONCRETE CONCRETE MASONRY METAL STUD ELEVATION INDICATIONS BRICK CERAMIC/ PORCELAIN TILE CONCRETE/ PLASTER/GPDW SHEET METAL SHINGLES/SIDING PARTITION INDICATIONS FINISHES INSULATION GLASS WOOD STONE MASONRY METAL CONCRETE EARTHWORKS STRUCTURAL FACING TILE PLYWOOD GYPSUM WALLBOARD WOOD STUD CONCRETE MASONRY UNIT REFERENCE SYMBOLS No. Sht. DETAIL OR SECTION NUMBER SHEET ON WHICH IT IS FOUND SECTION REFERENCE DETAIL REFERENCE WALL SECTION REFERENCE BUILDING SECTION REFERENCE ROOM NAME 101101 1t 1i Level 100'-0" 1 1A101 No.ELEVATION REFERENCE ROOM IDENTIFIER WINDOW/OPENING IDENTIFIER DOOR/OPENING IDENTIFIER EXISTING GRID LINE ELEVATION REFERENCE WALL TYPE REFERENCE MATCH LINE DEMOLITION INDICATOR 1 REVISION INDICATOR 1 A1.0 SIM No. Sht. No. Sht. No. Sht. No. Sht. Sht. STANDARD ABBREVIATIONS A/E AB ABBR ABV AC ACID RES ACOUS ACOUS INSUL ACOUS PNL ACOUS PLAS ACOUS TILE ACT AD ADC ADDL ADDM ADJ ADJC AF AFF AFG AFS AGGR AHR AHU ALD ALM ALT ALUM AMB AMPL AMT ANN ANOD ANT AP APPX ARCH ASB ASC ASPH ASYM AV AVE AWC AWP B&B BAF BAL BB BC BD BEV BF BFF BFP BITUM BJT BL BLDG BLK BLKG BLKHD BLST BM BO BOC BOW BP BRCG BRDG JST BRG BRG PL BRK BRKT BRS BRZ BS BSMT BTM BUR BW BOW C/C C&G CAB CARP CAV CB CCTV CEM CEM PLAS CER CER TILE C FLG CH BD CG CHAN CHFR CHK CI CIP CIR CJ CL CLG CLG DIFF CLG HT CLL CLOS CLR CLSR CMPST CMU CNR CNTR CO COL COMM COMPL CONC CONC FL CONF ARCHITECT/ENGINEER ANCHOR BOLT ABBREVIATE ABOVE AIR CONDITIONING ACID RESISTANT ACOUSTICAL ACOUSTICAL INSULATION ACOUSTICAL PANEL ACOUSTICAL PLASTER ACOUSTICAL TILE ACTUAL AREA DRAIN AUTOMATIC DOOR CLOSER ADDITIONAL ADDENDUM ADJUSTABLE ADJACENT ACCESS FLOOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB AGGREGATE ANCHOR AIR HANDLING UNIT ALUMINUM DOOR ALARM ALTERNATE ALUMINUM AMBIENT AMPLIFIER AMOUNT ANNUNCIATOR ANODIZED ANTENNA ACCESS PANEL APPENDIX ARCHITECT(URAL) ASBESTOS ABOVE SUSPENDED CEILING ASPHALT ASYMMETRICAL AUDIO VISUAL AVENUE ACOUSTICAL WALL COVERING ACOUSTICAL WALL PANEL BALLED AND BURLAPPED BAFFLE BALANCE BULLETIN BOARD BOTTOM OF CURB BOARD BEVEL BOTH FACES BELOW FINISH FLOOR BACKFLOW PREVENTER BITUMINOUS BED JOINT BASE LINE BUILDING BLOCK BLOCKING BULKHEAD BALLAST BEAM BOTTOM OF BACK OF CURB BOTTOM OF WALL BASE PLATE BRACING BRIDGING JOIST BEARING BEARING PLATE BRICK BRACKET BRASS BRONZE BOTH SIDES BASEMENT BOTTOM BUILT-UP ROOF BOTH WAYS BOTTOM OF WALL CENTER TO CENTER CURB AND GUTTER CABINET CARPET CAVITY CATCH BASIN CLOSED CIRCUIT TELEVISION CEMENT CEMENT PLASTER CERAMIC CERAMIC TILE COUNTER FLASHING CHALKBOARD CORNER GUARD CHANNEL CHAMFER CHECK CAST IRON CAST IN PLACE CIRCLE CONTROL JOINT CENTER LINE CEILING CEILING DIFFUSER CEILING HEIGHT CONTRACT LIMIT LINE CLOSET CLEAR CLOSURE COMPOSITE CONCRETE MASONRY UNIT CORNER COUNTER CLEANOUT COLUMN COMMERCIAL COMPLETE CONCRETE CONCRETE FLOOR CONFERENCE CONN CONSTR CONT CONTR COORD CORR COV PL CPRS CPT CRCMF CRS CSG CSK CSMT CSWK CT C TV CUB CUR CW DBL GLZ DEPT DET DF DF DFR DH DIA DIM DIST DIV DIW DJ DL DMPF DN DO DR DR CLSR DS DST DT DUPL DVTL DW DWG DWL DWR DWTR E EA EF EJ EL ELEC ELEV EMER EMER SHR ENAM ENCL ENGR ENTR EO EP EPS EPX EQL SP EQ EQUIP EQUIV ERECT ESCAL ESMT EST EW EXC EXG EXH HD EXH FN EXP EXSP EXST EXST GR EXT EXTN EIFS F BRK F/F FBD FC FD FDN FEC FF FFE FGL FIN GR FIN FL FIN FL FLDG FLG FLR FLR SK FLR PL FLR FIN FLT GL FLOUR FOC FOM FOS FPL FPRF FRM FRNT FS FSP FSTNR FTG FURR FUT FXTR GA CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR COVER PLATE COMPRESSIBLE CARPET CIRCUMFERENCE COLD ROLLED STEEL CASING COUNTERSUNK CASEMENT CASEWORK CERAMIC TILE CABLE TELEVISION CUBICLE CURRENT COLD WATER DOUBLE GLAZING DEPARTMENT DETAIL DRINKING FOUNTAIN DRAPERY FABRIC DOOR FRAME DOUBLE HUNG DIAMETER DIMENSION DISTANCE DIVIDER DEIONIZED WATER DOUBLE JOIST DRAPERY LINER DAMPPROOFING DOWN DITTO DOOR DOOR CLOSURE DOWNSPOUT DOOR STOP DRAIN TILE DUPLICATE DOVETAIL DISHWASHER DRAWING DOWEL DRAWER DUMBWAITER EAST EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY EMERGENCY SHOWER ENAMEL ENCLOSURE ENGINEER ENTRANCE ELECTRICAL OUTLET ELECTRICAL PANEL EXPANDED POLYSTYRENE EPOXY FLOOR EQUALLY SPACED EQUAL EQUIPMENT EQUIVALENT ERECTION ESCALATOR EASEMENT ESTIMATE EACH WAY EXCAVATE EXISTING EXHAUST HOOD EXHAUST FAN EXPANSION EXPOSED EXISTING EXISTING GRADE EXTERIOR EXTENSION EXTERIOR INSULATION & FINISH SYSTEM FIRE BRICK FACE TO FACE FIBERBOARD FIRE COATED FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR ELEVATION FIBERGLASS FINISH GRADE FINISH FLOOR FINISH FLOWLINE FOLDING FLANGE FLOOR FLOOR SINK FLOOR PLATE FLOOR FINISH FLOAT GLASS FLUORESCENT FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIREPLACE FIREPROOFING FRAME FRONT FULL SIZE FIRE STANDPIPE FASTENER FOOTING FURRING FUTURE FIXTURE GYPSUM ASSOCIATION GALV GB GDRL GENL GENL CONTR GFI GL GL BLK GLU LAM GLZ GLZ CMU GND GPDW GR BM GR GRTG GUT GYP GYP PLAS H H&CW HB HC HC HCMU HD HDJT HDBD HDR HDWD HGT HLB HM HMD HMF HNDRL HO HORIZ HR HS HSB HTG HVAC HW HYD ID IF INCAND INL INSTL INSUL INTR INV INV EL JAN JC JST JT KB KO KOP KPL KWY L LAB LAT LAV LB LBR LCMU LD BRG LDG LF LG LH LHR LIN LIQ LKR LKR RM LL LNTL LOC LONG LRG LS LT LT WT LTG LVL LVR LW PLAS LWC M MAINT MARB MAS MATL MAX MB MBR MC MDF MDO ME ME MECH MED MEMB MEZZ MFG MFR MH MIL MIN MIR MISC MK MKRBD ML MLC MLDG MLWK GALVANIZED GRAB BAR GUARD RAIL GENERAL GENERAL CONTRACTOR GROUND FAULT INTERRUPTER GLASS GLASS BLOCK GLUE LAMINATED GLAZING GLAZED CONCRETE MASONRY UNIT GROUND GYPSUM DRY WALL GRADE BEAM GRADE GRATING GUTTER GYPSUM GYPSUM PLASTER HIGH HOT & COLD WATER HOSE BIBB HOLLOW CORE HANDICAP HOLLOW CONCRETE MASONRY UNIT HEAVY DUTY HEAD JOINT HARDBOARD HEADER HARDWOOD HEIGHT HORIZONTAL LOUVER BLINDS HOLLOW METAL HOLLOW METAL DOOR HOLLOW METAL FRAME HAND RAIL HOLD-OPEN HORIZONTAL HOUR HIGH STRENGTH HIGH STRENGTH BOLT HEATING HEATING, VENTILATION, AIR CONDITIONING HOT WATER HYDRANT INSIDE DIAMETER INSIDE FACE INCANDESCENT INLET INSTALLATION INSULATION INTERIOR INVERT INVERT ELEVATION JANITOR JANITOR'S CLOSET JOIST JOINT KNEE BRACE KNOCKOUT KNOCKOUT PANEL KICK PLATE KEYWAY LEFT LABORATORY LAY-IN ACOUSTICAL TILE LAVATORY POUND LUMBER LIGHTWEIGHT CONCRETE MASONRY UNIT LOAD BEARING LANDING LINEAR FOOT LENGTH LEFT HAND LEFT HAND REVERSE LINOLEUM LIQUID LOCKER LOCKER ROOM LIVE LOAD LINTEL LOCATION LONGITUDINAL LARGE LUMP SUM LIGHT LIGHTWEIGHT LIGHTING LEVEL LOUVER LIGHTWEIGHT PLASTER LIGHTWEIGHT CONCRETE METER MAINTENANCE MARBLE MASONRY MATERIAL MAXIMUM MARKERBOARD MEMBER METAL CLAD MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLOAD MATCH EXISTING MISCELLANEOUS EQUIPMENT MECHANICAL MEDIUM MEMBRANE MEZZANINE MANUFACTURING MANUFACTURER MANHOLE MILLIMETER MINIMUM MIRROR MISCELLANEOUS MARK MARKERBOARD MATCH LINE METAL LABORATORY CASEWORK MOLDING MILLWORK MO MOD MTD MTG MTL MTR MULL MULT MVBL N N/A NEG NF NIC NO NOM NS NTS O/O OA OC OD OD OF OFCI OFF OFOI OH OHD OPER OPNG OPP OPT ORIG OVHD OXY OZ P/C PAR PARG PB PBD PC PCPLAS PED PERF PERIM PERM PERP PF PFP PGBD PH PL PLAM PLAS PLAT PLBG PLYWD POL POLY POLYISO POS PR PREFAB PRELIM PRKG PROJ PS PT PT PTN PVC PVG PVMT PWR QT QTY QUAL R RAD RB RBR RC RCP RD REC RECD RECPT RECT REF REINF REM REQD RESIL RFM RFG RH RHR RND RO RST RT RV RVS S S SALV SB SC SCH SCMU SCRN SD SECT SF SGL SHR SHTHG SHVL SIM SJ SK MASONRY OPENING MODULE MOUNTED MEETING METAL MORTAR MULLION MULTIPLE MOVABLE NORTH NOT APPLICABLE NEGATIVE NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NOT TO SCALE OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OUTSIDE FACE OWNER FURNISHED CONTRACTOR INSTALL OFFICE OWNER FURNISHED OWNER INSTALLED OVERHEAD OVERHEAD DOOR OPERABLE OPENING OPPOSITE OPTIONAL ORIGINAL OVERHEAD OXYGEN OUNCE PRECAST PARALLEL PARGING PANIC BAR PARTICLE BOARD PORTLAND CEMENT PORTLAND CEMENT PLASTER PEDESTAL PERFORATED PERIMETER PERMANENT PERPENDICULAR PANEL FABRIC PRE-FINISHED PANELS PEGBOARD PHASE PLASTIC LAMINATE PLASTIC LAMINATE PLASTER PLATFORM PLUMBING PLYWOOD POLISHED POLYSTYRENE POLYISOCYANURATE POSITIVE PAIR PREFABRICATED PRELIMINARY PARKING PROJECT PROJECTION SCREEN PAINT PORCELAIN TILE PARTITION POLYVINYL CHLORIDE PAVING PAVEMENT POWER QUARRY TILE QUANTITY QUALITY RISER RADIUS RUBBER BASE RUBBER REINFORCED CONCRETE REINFORCED CONCRETE PIPE ROOF DRAIN RECESSED RECEIVED RECEPTACLE RECTANGULAR REFERENCE REINFORCEMENT REMOVABLE REQUIRED RESILIENT RECESSED FLOOR MAT ROOFING RIGHT HAND RIGHT HAND REVERSE ROUND ROUGH OPENING RUBBER STAIR TREAD RUBBER TILE ROOF VENT REVERSE SOUTH SEATING SALVAGE SPLASH BLOCK SOLID CORE SCHEDULE SOLID CONCRETE MASONRY UNIT SCREEN STORM DRAIN SECTION SYSTEMS FURNITURE SINGLE SHOWER SHEATHING SHELVES SIMILAR SLIP JOINT SINK SLA SLP SLS SLV SM SMLS SP SPCL SPEC SPKLR SPKR SPRT SQFT SQ SQIN SQYD SSK SS SSM ST ST STAG STC STD STIR STL JST STL PL STL STN STOR STRUCT STRUCT STL SUPPL SURF SUSP SUSP CLG SVB SVF SYM SYMM SYST T&B T&G T TB TB-xx TC TD TE TECH TEMP TER THK THRES THRU TKBD TLT TMPD TMPD GL TNL TO TOF TOFF TOJ TOL TOS TOT TOW TRNBKL TS TV TYP UF UFD UG UL ULT UNEX UNFIN UNO UPS UR UTIL V VAC VAV VB VB VCT VDB VERT VEST VIB VNR VOL VR VT VWC W/ W/W W/O W WC WC WCPT WD WDD WDW WF WF WGL WH WHSE WL WLD WR WS WSCT WT WTR WTRPRF WWM X SECT SLATE SLOPE SUB-FLOOR LEVELING SYSTEM SLEEVE SHEET METAL SEAMLESS SPACING SPECIAL SPECIFICATION SPRINKLER SPEAKER SUPPORT SQUARE FOOT SQUARE SQUARE INCH SQUARE YARD SERVICE SINK STAINLESS STEEL SOLID SURFACING MATERIAL STAIN STREET STAGGERED SOUND TRANSMISSION CLASS STANDARD STIRRUP STEEL JOIST STEEL PLATE STEEL STONE STORAGE STRUCTURAL STRUCTURAL STEEL SUPPLEMENT SURFACE SUSPENDED SUSPENDED CEILING SHEET VINYL BASE SHEET VINYL FLOOR SYMBOL SYMMETRICAL SYSTEM TOP & BOTTOM TONGUE & GROOVE TABLE TACKBOARD TEST BORING-xx (E.G. TB-1) TOP OF CURB TRENCH DRAIN TRANSITION EDGE TECHNICAL TEMPORARY TERRAZZO THICK THRESHOLD THROUGH TACKBOARD TOILET TEMPERED TEMPERED GLASS TUNNEL TOP OF TOP OF FLANGE TOP OF FINISH FLOOR TOP OF JOIST TOLERANCE TOP OF STEEL TOTAL TOP OF WALL TURNBUCKLE TUBE STEEL TELEVISION TYPICAL UPHOLSTERY FABRIC UNDER FLOOR DUCT UNDERGROUND UNDERWRITERS LABORATORY ULTIMATE UNEXCAVATED UNFINISHED UNLESS NOTED OTHERWISE UNITERRUPTIBLE POWER SUPPLY URINAL UTILITY VOLT VACUUM VARIABLE AIR VOLUME VAPOR BARRIER VINYL BASE VINYL COMPOSITION TILE VISUAL DISPLAY BOARD VERTICAL VESTIBULE VIBRATION VENEER VOLUME VAPOR RETARDER VINYL TILE VINYL WALL COVERING WITH WALL TO WALL WITHOUT WEST WATER CLOSET WALL COVERING WALL CARPET WOOD WOOD DOOR WINDOW WOOD FLOORING WIDE FLANGE WIRE GLASS WALL HUNG WAREHOUSE WIND LOAD WELDED WATER RESISTANT WEATHERSTRIPPING WAINSCOT WEIGHT WATER WATERPROOFING WELDED WIRE MESH CROSS SECTION PROJECT DESCRIPTION THIS PROJECT ENTAILS THE RENNOVATION AND ADDITION TO THE FRASER HISTORIC CHURCH CHURCH AND COMMUNITY CENTER TO CREATE AN INTERIM FACILITY FOR THE FRASER CENTER FOR CRETIVE ARTS. THE BUILDING WILL SUPPORT THE ACTIVITIES OF THE TOWN OF FRASER PUBLIC ARTS COMMITTEE AND PROVIDE SPACE FOR FINE ARTS AND PERFORMANCES. DESCRIBING ALL OF THE ARCHITECTURAL DESIGN CONCEPT IS THE GOAL OF THESE DOCUMENTS VICINITY MAP PROJECT LOCATION U S 4 0 ( Z E R E X S T . ) DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 5 : 0 1 A M G0.0 Standard Symbols, Abbreviations & General Notes Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 S S S S S Re f r i g e r a t o r Ra n g e Ra n g e DW DW DN Washer LIFE SAFETY SYMBOLS PROJECT BOUNDARY XXX FIRE EXTINGUISHER CABINET (EXISTING) 1 HOUR FIRE (EXISTING) FEC XX PATH OF TRAVEL (FOR CUMULATIVE DISTANCES REFER TO SCHEDULE) EXIT DISCHARGE WIDTH PROVIDEDP: XX" R: XX"WIDTH REQUIRED PORTION OF EXISTING BUILDING NOT INCLUDED WITH THIS PROJECT SMOKE BARRIER APPLICABLE BUILDING CODES All new work shall comply with the requirements of the codes and standards adopted by the Town of Fraser. The primary Applicable Codes and Standards are: The 2015 International Code Series: The 2015 International Existing Building Code (IEBC) The 2015 International Building Code (IBC) The 2015 International Fire Code (IFC) The 2015 International Mechanical Code (IMC) The 2015 International Energy Conservation Code (IECC) The 2015 International Plumbing Code (IPC) The 2017 National Electrical Code Local Amendments as promulgated and adopted by Winter Park, Fraser and Granby CODE REVIEW This project entails renovation and expansion of a community building for the Fraser Public Arts Committee and Fraser Valley Recreation District located at 107 East Eisenhower Drive Fraser, Colorado. In general, the scope of this project is a multi-use A-1, A-3, B, and S-2 occupancy with accessory, mechanical, and support space. This project is a A-1, A-3, B, and S-2 occupancy. Total allowable building area is calculated based off this occupancy. 2015 IEBC Chapter 3 -Provisions For All Compliance Methods 301.1 -General 301.1.2 Work Area Compliance Method -Repairs, alterations, additions, changes in occupancy and relocated buildings complying with the applicable requirements of Chapters 5 through 13 of this code shall be considered in compliance with the provisions of this code. Chapter 5 -Classification of Work 502 -Repairs 502.1 Scope -Repairs, as defined in Chapter 2, include the patching or restoration or replacement of damaged materials, elements, equipment or fixtures for the purpose of maintaining such components in good or sound condition with respect to existing loads or performance requirements. 502.2 Application -Repairs shall comply with the provisions of Chapter 6. 502.3 Related Work -Work on nondamaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to the provisions of Chapter 7, 8, 9, 10 or 11. 504 -Alteration -Level 2 504.1 Scope -Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment. 504.2 Application -Level 2 alterations shall comply with the provisions of Chapter 7 for Level 1 alterations as well as the provisions of Chapter 8. 507 -Additions 507.1 Scope -Provisions for additions shall apply where work is classified as an addition as defined in Chapter 2. 507.2 Application -Additions to existing buildings shall comply with the provisions of Chapter 11. Chapter 6 -Repairs 602 -Building Elements and Materials 602.1 Existing Building Materials -Materials already in use in a building in compliance with requirements or approvals in effect at the time of their erection or installation shall be permitted to remain in use unless determined by the code official to render the building or structure unsafe or dangerous as defined in Chapter 2. 602.2 New and Replacement Materials -Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for repairs and alterations, provided no dangerous or unsafe condition, as defined in Chapter 2, is created. Hazardous materials, such as asbestos and lead-based paint, shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location. 603 -Fire Protection 603.1 General -Repairs shall be done in a manner that maintains the level of fire protection provided. 604 -Means of Egress 604.1 General -Repairs shall be done in a manner that maintains the level of protection provided for the means of egress. 605 -Accessibility 605 General -Repairs shall be done in a manner that maintains the level of accessibility provided. Chapter 8 -Alterations -Level 2 801 -General 801.2 Alteration Level 1 Compliance -In addition to the requirements of this chapter, all work shall comply with the requirements of Chapter 7. 803 -Building Elements and Materials 803.4 Interior Finish -The interior finish of walls and ceilings in exits and corridors in any work area shall comply with the requirements of the International Building Code. 804 -Fire Protection 804.1.1 Scope -The requirements of this section shall be limited to work areas in which Level 2 alterations are being performed, and where specified they shall apply throughout the floor on which the work areas are located or otherwise beyond the work area. 805 -Means of Egress 805.3.1 Minimum Number -Every story utilized for human occupancy on which there is a work area that includes exits or corridors shared by more than one tenant within the work area shall be provided with the minimum number of exits based on the occupancy and the occupant load in accordance with the International Building Code. In addition, the exits shall comply with Sections 805.3.1.1 and 805.3.1.2. 805.8.1 Work Areas -Means of egress in all work areas shall be provided with exit signs in accordance with the requirements of the International Building Code. 806 -Accessibility 806.1 General -A building, facility, or element that is altered shall comply with this section and Section 705. 811 -Energy Conservation 811.1 Minimum Requirements -Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code or International Residential Code. The alterations shall conform to the energy requirements of the International Energy Conservation Code or International Residential Code as they relate to new construction only. Chapter 11 -Additions 1101 -General 1101.1 Scope -An addition to a building or structure shall comply with the International Codes as adopted for new construction without requiring the existing building or structure to comply with any requirements of those codes or of these provisions, except as required by this chapter. Where an addition impacts the existing building or structure, that portion shall comply with this code. 1101.2 Creation or Extension of a Non-Conformity -An addition shall not create or extend any nonconformity in the existing building to which the addition is being made with regard to accessibility, structural strength, fire safety, means of egress, or the capacity of mechanical, plumbing, or electrical systems. 1102 -Heights and Areas 1102.1 Height Limitations -No addition shall increase the height of an existing building beyond that permitted under the applicable provisions of Chapter 5 of the International Building Code for new buildings. 1102.2 Area Limitations -No addition shall increase the area of an existing building beyond that permitted under the applicable provisions of Chapter 5 of the International Building Code for new buildings unless fire separation as required by the International Building Code is provided. 1102.3 Fire Protection Systems -Existing fire areas increased by the addition shall comply with Chapter 9 of the International Building Code. Chapter 15 -Construction Safeguards 1501 -General [BG] 1501.3 Alterations, Repairs, and Additions -Required exits, existing structural elements, fire protection devices, and sanitary safeguards shall be maintained at all times during alterations, repairs, or additions to any building or structure. 1502 -Protection of Adjoining Property [SB] 1502.1 Protection Required -Adjoining public and private property shall be protected from damage during construction and demolition work. Protection must be provided for footings, foundations, party walls, chimneys, skylights and roofs. Provisions shall be made to control water runoff and erosion during construction or demolition activities. The person making or causing an excavation to be made shall provide written notice to the owners of adjoining buildings advising them that the excavation is to be made and that the adjoining buildings should be protected. Said notification shall be delivered not less than 10 days prior to the scheduled starting date of the excavation. 2015 IBC Chapter 3 -Use and Occupancy Classification 303 -Assembly Group A 303.1 Assembly Group A-1 -Group A-1 occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pictures 303.4 Assembly Group A-3 -Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Art Galleries, Community Halls. 304 -Business Group B 304.1 Business Group B -Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Business occupancies shall include, but not be limited to, the following: Training and skill development not in a school or academic program 311 -Storage Group S 311.3 Low-Hazard Storage -Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thickness divisions; or in paper wrappings. Such products are permitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Chapter 4 -Special Detailed Requirements Based on Use and Occupancy 410 -Stages, Platforms, and Technical Construction Areas 410.3.1 Sage Construction -Stages shall be constructed of materials as required for floors for the type of construction of the building in which such stages are located. 410.3.1.1. Stage Height and Area -Stage areas shall be measured to include the entire performance area and adjacent backstage and support areas not separated from the performance area by fire- resistance-rated construction. Stage height shall be measured from the lowest point on the stage floor to the highest point of the roof or floor deck above the stage. Chapter 5 -General Building Heights and Areas 504 -Building Height 504.3 -Allowable building height (A,B,S Occupancy, Non-sprinklered) -40' -1 story 506 -Building Area 506.2.2 -Mixed-occupancy, one-story buildings -The allowable area of a mixed-occupancy building with no more than one story above grade plane shall be determined in accordance with the applicable provisions of Section 508.1 based on equation 5-1 for each applicable occupancy. 508 -Mixed Use and Occupancy 508.3 Nonseparated Occupancies -Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies. 508.3.1 Occupancy Classification -Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 that apply to the nonseparated occupancies shall apply throughout the high-rise building. 508.3.2 Allowable Building Area and Height -The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.3 Separation -No separation is required between nonseparated occupancies. 508.1 based on Equation 5-1 for each applicable occupancy Allowable Area: Aa = At + (Ns X If) A-1 -Where At= 5,500 sf NS= 5,500 sf If=.663 Therefore Aa = 5,500 + (5,500 X .663) = 9,146.5 square feet A-3 -Where At= 6,000 sf NS= 6,000 sf If=.663 Therefore Aa = 6,000 + (6,000 X .663) = 9,978 square feet B -Where At= 9,000 sf NS= 9,000 sf IF=.663 Therefore Aa = 9,000 + (9,000 X .663) = 14,967 square feet S-2 -Where At= 13,500 sf NS= 13,500 sf If=.663 Therefore Aa = 13,500 + (13,500 X .663) = 22,450.5 square feet If = [F/P -.25]W/30 Where F = 551.5' P = 604 W = 30 (Max. Allowed per 506.2.4) Therefore If = [551.5/604 -.25]30/30 = .663 Allowed Area: (A-1, A-3, B, S-2, Type VB, Nonsprinklered) 9,146.5 square feet (including frontage increase) Actual Area: 7,920 sf < 9,146.5 sf Chapter 6 -Types of Construction 602 -Construction Classification Type VB -Primary Structural Frame -0 hours Bearing Walls -Interior/Exterior -0 hours Nonbearing walls and partitions -Exterior -(B Occupancy, Type VB) - East Wall (Addition) -1 hour Rating Required East/South/West Walls -0 hour Rating Required Nonbearing walls and partitions -Interior -0 hours Floor construction and secondary members -0 hours Roof construction and secondary members -0 hours Chapter 7 -Fire and Smoke Protection Features 705 -Exterior Walls 705.2.2 Type III, IV, or V Construction -Projections from walls of Type III, IV or V construction shall be of any approved material. 705.5 Fire-resistance Ratings Exterior walls shall be fire resistance rated in accordance with tables 601 and 602 and this section. The required fire resistance rating of exterior walls with a fire separation distance of greater than 10 feet shall be rated for exposure from the inside. The required fire-resistance rating of exterior walls with a fire separation distance of greater than 10 feet shall be rated for exposure to fire from both sides. 705.8 -Openings East wall -5-10', Unprotected, Nonsprinklered -10% Wall area =338 sf, Openings = 20 sf, 20sf / 338sf = 6% < 10% South/West/North Walls ->30', Unprotected, Nonsprinklered -No Limit Chapter 8 -Interior Finishes 803 -Wall and Ceiling Finishes 803.1 -Interior wall and ceiling finish materials shall be classified for fire performance and smoke development in accordance with section 803.1.1. 803.11 -Interior finish requirements based on group. -Per Table 803.11 A-1 -Exit enclosures and exit passageways -Class A; Corridors -Class A; Rooms and Enclosed Spaces -Class B. A-3 -Exit enclosures and exit passageways -Class A; Corridors -Class A; Rooms and Enclosed Spaces -Class C B -Exit enclosures and exit passageways -Class A; Corridors -Class B; Rooms and Enclosed Spaces -Class C S-2-Exit enclosures and exit passageways -Class B; Corridors -Class B; Rooms and Enclosed Spaces -Class C Chapter 9 -Fire Protection Systems 901 -General 901.2 -Fire Protection Systems -Fire protection systems shall installed, repaired, operated and maintained in accordance with this code and the International Fire Code. Fire alarm and detection systems shall be installed as required by this code and the International Fire Code. Fire sprinkler systems will be installed throughout the building, whether required by code or not. Fire Protection System design information will be a deferred submittal by the respective sub-contractors. 906 -Portable Fire Extinguishers 906.1 -Portable fire extinguishers shall be installed in the following locations: 1. In group A, B, and S Occupancies. 906.3 -Size and Distribution Low Hazard Occupancy -Minimum 2-A Rating, Max 3,000 Square feet per unit A, 11,250 square feet max., 75 feet max. travel distance. Classification Occupancy Description Water Closets Lavatories Drinking Fountains OtherFemaleMaleFemale ASSEMBLY A-1 Theaters and other buildings for the per- forming arts and motion pictures N/A Bathtubs/ Showers Total Required Total Provided Table 2902.1 2 21 3.5 22.5 N/A N/A 1 Service Sink .215.344 Male .43 ASSEMBLY A-3 Auditoriums without permanent seating, art galleries, exhibition halls, museums, lecture halls, libraries, arcades and gymnasiums N/A.295.472 .59 BUSINESS B Buildings for the transaction of business, professional services, other services involving merchandise, office buildings, banks, light industrial and similar uses N/A.438.7 .35 STORAGE S-2 Structures for the storage of goods, warehouses, storehouses and freight depots, low and moderate hazard N/A.01.01 .002 .662 .908 .7 .01 .215 .295 .438 .01 3 4.5 1 2.5 1 Service Sink 1 Service Sink 1 Service Sink 1 Service Sink 1 Service Sink Chapter 10 -Means of Egress 1003.2 -Ceiling Height -The means of egress shall have a ceiling height of not less than 7'-6". 1004.1 -Design occupant load -See Occupant Load Table. 1005.1 -Minimum required egress width -See Occupant Load Table. 1007 -Exit and Exit Access Doorway Configuration 1007.1.1 -2 exits are required as the occupant load exceeds 3 per table 1006.3.2(2) -Maximum common path of travel is 75' 1009 -Accessible Means of Egress shall be required. 2 accessible means of egress are required , 2 have been provided in all areas. 1010.1 -Doors. Means of egress doors shall meet the requirements of this section. 1010.1.1 -Size of Doors -Doors shall have a minimum clear opening width of 32". 1010.1.2.1 -Door Swing -Doors shall swing in the direction of egress where serving an occupant load of 50 or more. 1010.1.10 -Panic and Fire Exit Hardware -Doors serving rooms with an occupant load greater than 50 in Group A or E occupancy, shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. 1013.1 -Exit Signs -Where Required -Exits and exist access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. 1016 -Exit Access 1017 -Exit Access Travel Distance 1017.2 -Limitations A (Without Sprinkler) Occupancy -200' B (Without Sprinkler) Occupancy -200' S-2 (Without Sprinkler) Occupancy -300' Chapter 11 -Accessibility 1104 -Accessible Route 1104.1 -Site Arrival Points. Accessible routes within the site shall be provided from public transportation stops; accessible parking; accessible passenger loading zones; and public streets or sidewalks to the accessible building entrance served. 1105 -Accessible Entrances 1105.1 -Public Entrances. In addition to accessible entrances required by sections 1105.1.1 through 1105.1.6, at least 60 percent of all public entrances shall be accessible. 1106 -Parking and Passenger Loading Facilities 1106.1 -Required per table 1106.1 -1-25 spaces require a minimum of 1 accessible spaces -2 accessible spaces have been provided. Chapter 29 -Plumbing Systems Section 2902 -Minimum Plumbing Facilities S-2 207 SF A-3 1036 SF B 88 SF A-1 897 SF A-3 261 SF B 185 SF S-2 37 SF B 150 SF A-3 636 SF B 949 SF S-2 146 SF B 651 SF S-2 146 SF B 650 SF S-2 146 SF B 649 SF B 164 SF B 155 SF B 56 SF B 72 SF DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 5 : 0 3 A M G0.1 Building Code Data Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 EGRESS TRAVEL DISTANCES PATH NAME DISTANCE Occupant Load Table Number Name Occupancy Classification Area Area Function SF Per Occupant Occupant Load Required Exiting Width 1 Storage (IBC) S-2 207 SF IBC_Warehouses 500 SF 0.41 0.1 3 Flex Room (IBC) A-3 1036 SF IBC_Warehouses 500 SF 2.07 0.4 4 Vestibule (IBC) B 88 SF IBC_Business areas 100 SF 0.88 0.2 5 Performance Room (IBC) A-1 897 SF IBC_Assembly: without fixed seats - Concentrated (chairs only - not fixed) 7 SF 128.20 25.6 6 Performance Lobby (IBC) A-3 261 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 17.41 3.5 7 Kitchen (IBC) B 185 SF IBC_Business areas 100 SF 1.85 0.4 8 Storage (IBC) S-2 37 SF IBC_Warehouses 500 SF 0.07 0 9 Office (IBC) B 150 SF IBC_Business areas 100 SF 1.50 0.3 10 Entry Gallery (IBC) A-3 636 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 42.37 8.5 11 Commons (IBC) B 949 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 63.28 12.7 12 Storage (IBC) S-2 146 SF IBC_Warehouses 500 SF 0.29 0.1 13 Studio (IBC) B 651 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 43.41 8.7 14 Storage (IBC) S-2 146 SF IBC_Warehouses 500 SF 0.29 0.1 15 Studio (IBC) B 650 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 43.31 8.7 16 Storage (IBC) S-2 146 SF IBC_Warehouses 500 SF 0.29 0.1 17 Studio (IBC) B 649 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 43.30 8.7 18 Restroom (IBC) B 164 SF IBC_Business areas 100 SF 1.64 0.3 19 Restroom (IBC) B 155 SF IBC_Business areas 100 SF 1.55 0.3 20 Restroom (IBC) B 56 SF IBC_Business areas 100 SF 0.56 0.1 21 Vestibule (IBC) B 72 SF IBC_Business areas 100 SF 0.72 0.1 : 20 7280 SF 393.39 78.7 Grand total: 20 7280 SF 393.39 78.7 ZONING: B (Business) PART 1: A PART OF THE E1/2 NE1/4 OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH. P.M., BEING A PORTION OF TROUT LAKE MINING AND HEALTH RESORT COMPANY'S LAKESITE, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE NORTHEAST CORNER OF BLOCK 7, FIRST ADDITION TO THE TOWN OF EASTOM BEARS WEST, 20 FEET; THENCE SOUTH 0° 53' WEST, 125 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 85° 23' EAST, 61.63 FEET; THENCE SOUTH 8° 55' 30" EAST, 75.83 FEET TO THE NORTHEAST CORNER OF A TRACT CONVEYED TO WINTER BY DEED RECORDED IN BOOK 197 AT PAGE 25; THENCE WEST, ALONG THE NORTH LINE OF SAID WINTER TRACT, 73.59 FEET TO THE NORTHWEST CORNER THEREOF; THENCE NORTH 0° 53' EAST 70 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GRAND, STATE OF COLORADO PART 2: A TRACT OF LAND LYING SOUTH AND WEST OF WINTER'S TRACT NO. 2 AND EAST OF WINTER'S TRACT B-1, IN THE TOWN OF FRASER, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY CORNER OF WINTER'S TRACT B-2, WHENCE THE NORTHEAST CORNER OF BLOCK 7, TOWN OF FRASER, BEARS WEST 61.0 FEET; THENCE S. 8-55-30 E A DISTANCE OF 121.5 FEET TO THE NORTHWESTERLY CORNER OF CLAYTON'S TRACT NO. 1, ADDITION TO B-1, THE TRUE POINT OF BEGINNING. THENCE N. 85-23-E A DISTANCE OF 48.37 FEET; THENCE ALONG THE SOUTHWESTERLY EDGE OF WINTER'S TRACT NO. 2, S. 00-01-W. A DISTANCE OF 78.81 FEET; THENCE WEST A DISTANCE OF 36.41 FEET TO A POINT ON THE SOUTHEASTERLY CORNER OF WINTER'S TRACT B-1, N. 8-55-30-W. A DISTANCE OF 75.83 FEET TO THE POINT OF BEGINNING. COUNTY OF GRAND, STATE OF COLORADO OCCUPANCY: H3 -High-hazard group H-3; Barrel Storage BUILDING FORM: Public Gathering Place LOT SIZE = 29,527 S.F. +/- PROPOSED BUILDING COVERAGE = 8,733 S.F. = 30% of 29,572 S.F. OPEN SPACE= 20,794 S.F. = 70% 4,957 S.F. FRASER MUNICIPAL ZONING CODE: Section 19-2-225-Low-Density Single-Family Residential District Table 2.8. -Business District Standards. It is the policy of the Town that no buildings within the Business District shall exceed forty-five (35) feet in height. ELEV 100 = ___ (FINISHED FLOOR ELEVATION) HEIGHT LIMIT: 35' PROPOSED BUILDING HEIGHT: 16'-10" <35' Sec. 19-4-230. -Parking. Community Center: One (1) space required per eight (8) fixed seats, or one (1) space per one hundred (100) square feet without fixed seats, in the principal place of assembly. Commercial Business, Office, Retail and Personal Service uses not otherwise listed: One (1) space for every four hundred (400) square feet of floor area. Alternative Calc in italics. REQUIRED PARKING: 45 Spaces 26 Spaces when studios are considered commercial PROPOSED PARKING: (2) Disabled Spaces + (27) Spaces= 29 Spaces Total <45 Sec. 19-4-240 -Modification of parking space requirements (f)The Town Staff may allow off-site parking within five hundred (500) feet of the front entry to the building to satisfy the minimum off-street parking requirements. A written agreement governing each affected property and providing for such off-site parking shall be approved by the Town Staff and recorded with the Grand County Clerk and Recorder. (g)The Town Staff may require the applicant to develop a contingency-based overflow parking plan to manage and accommodate guests and occasional peak parking demands. Overflow parking areas are not required to be hard surfaced. Alternate surfacing materials may be considered. Sec. 16-4-330. -Landscaping requirements and natural features. Reference AS1.0-Landscape Plan Sec. 19-4-185. -Snow management. (a) Snow management is critical in the Town's mountain climate, and adequate space must be provided for the storage of snow. (1)A snow storage and/or removal plan shall be required for all multi-family, commercial and mixed-use development. (2) Roofs should be designed to either hold snow or shed snow in appropriate areas. Use of snow guards and protected entries in high risk areas may be required. (3) Buildings must be set back from the property line to accommodate snow shedding, or a snow storage easement from the adjacent property owner must be provided. (4) An increase in minimum right-of-way or easement widths may be required by the Town to accommodate required snow storage. (b) On-site snow storage. (1) One (1) square foot of snow storage space is required for each three (3) square feet of parking, driveway, walkway, and/or loading area to be cleared (2) Snow storage areas shall be graded so that drainage from snow storage areas flows away from adjacent properties and building sites. (3) Snow storage areas shall be designed so that snow is not stored in a manner where, when melting, it directly discharges into any watercourses, streets, pedestrian pathways and/or bicycle pathways. Silt catch and/or detention basins may be required at the discretion of the Town staff. (4) Snow storage shall not interfere with intersection sight distances, traffic, signage, fire hydrants or water, wastewater, stormwater facilities and parking spaces. (5) Snow storage is prohibited on areas devoted to vehicular and/or pedestrian use (including parking, trails, and sidewalks), and in designated drainage courses/swales. (6)Snow storage shall not be located on or within twenty-five (25) feet of wetlands or within thirty (30) feet of the high water mark on each side of a water course. SNOW STORAGE REMOVAL AREA: 13,698 S.F. REQUIRED SNOW STORAGE: 4,566 S.F. = 33% of 13,698 S.F. AVAILABLE SNOW STORAGE: 4,588 S.F. > 4,566 Sec. 19-4-160. -Landscape and screening. (b) Trash and storage area screening. All trash and storage areas are to be completely screened from public view by either landscaping or a fenced-in dumpster enclosure. These areas are to be accessible for easy pick up and delivery. Enclosure materials shall be consistent with building materials and colors. SCALE: 1/8" = 1'-0" LIFE SAFETY PLAN Range Re f r i g e r a t o r DN 28 ' - 1 1 / 4 " 4' - 3 1 / 4 " 4' - 3 " 13 ' - 3 3 / 4 " 12 ' - 1 1 1 / 2 " 7' - 1 0 1 / 4 " 11'-2" 29'-11 1/2" 15'-0 1/2" 10'-7" 33'-9" 21'-7 1/4"7'-7 1/4" 7'-1"7'-1" 10 ' - 1 " 16 ' - 4 1 / 2 " 1 1/4" / 12" 7'-7 1/4"21'-7 1/4" WH KILN KILN (E) ELECTRICAL PANELS (E) GAS METER 3/ 4 " / 1 2 " (E) WASH BASIN (E) FIREPLACE WITH GAS INSET EXISTING MODULAR CLASSROOM UNIT TO BE RELOCATED BY OWNER DURRING THE COURSE OF CONSTRUCTION DEMOLITION LEGEND ITEMS REMOVED OR DEMOLISHED DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 7 A M AD1.0 Demolition Plan Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 SCALE: 3/16" = 1'-0" Existing Floor Plan1 DN DN FENCE, TYP ADJACENT BUILDINGS ADJACENT BUILDINGS ADJACENT BUILDING EISENHOWER DRIVE NO R G R E N D R I V E GUTTER GUTTER GU T T E R GU T T E R APPX. PROPERTY LINE(S) TO BE VERIFIED WITH SURVEY APPX. PROPERTY LINE(S) TO BE VERIFIED WITH SURVEY 29 PARKING SPACES, INCL. 2 ADA 45 REQUIRED, INCL. 2 ADA DIFFERENCE 16 SPACES EXISTING BUILDING NEW ADDITION ADA ADA ALLEY OUTDOOR STAGE 1 NEW PLAZA OUTDOOR STAGE 2 BIKE RACKS BIKE RACKS A2.0 3 SNOW STORAGE HARDACPAED AREA 13,698 SF STORAGE AREA AREA 4,566 SF REQUIRED 4,588 INDICATED SNOW STORAGE AREA DUMPSTER AREA 57 ' - 4 3 / 8 " 17 ' - 5 1 / 4 " 2 5 ' - 0 " DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 8 A M AS1.0 Site Plan Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 SCALE: 1" = 10'-0" Site Plan1 Re f r i g e r a t o r Ra n g e Ra n g e DW DW DNDN Washer 1 8' - 8 1 / 2 " 8'-9" 0'-8" 0'-0" 0'-8" A2.0 1 13 ' - 3 3 / 4 " 8'-8 1/4" 5 13'-11 1/4"5'-6" 17'-6 5/8" 35 ' - 1 " 5' - 0 " 26 ' - 5 3 / 4 " 26'-5 3/4" 24 ' - 7 1 / 8 " 24'-7 1/8" 26'-5 3/4" 24 ' - 7 1 / 8 " 12'-1 1/8" 12 ' - 1 1 / 8 " 12 ' - 1 1 / 8 " 12'-1 1/8" 8 8 5 12'-1 1/8" 12 ' - 1 1 / 8 " Performance Space 102102 Perfomance Lobby 101101 Entry Gallery 100100 Flex Room 103103 Kitchen 104104 Storage 105105 Office 106106 Commons 107107 Class/Studio 108108 Class/Studio 109109 Class/Studio 110110 Restroom 111111 Restroom 112112 Storage 108B108B Storage 109B109B Storage 110B110B Vestibule 102B102B PRESUMED SITE SETBACK LINES Entry/Circulation Space Flexible Space Performance Space Studio/Classroom Space Support Space Administration Space Storage Space Outdoor Space Plaza OutdoorOutdoor A2.0 2 Vestibule 103B103B A2.1 1 A2.12 ATTIC ACCESS REMOVABLE SHADE CANOPY, TYP. FINAL LOCATION AND DESIGN TBD STAGE AREA Storage 103C103C A2.0 3 KILN KILN RAKU KILN 6' - 9 3 / 8 " SHELVING SHELVINGSHELVING SAND PIT 5' - 1 0 5 / 8 " Family Restroom 112B112B 1' - 6 " DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 4 1 A M A1.0 Floor Plan Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 SCALE: 3/16" = 1'-0" Floor Plan1 DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 4 8 A M A2.0 Elevations Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 SCALE: 3/16" = 1'-0" South Elevation1 SCALE: 3/16" = 1'-0" West Elevation2 SCALE: 1/4" = 1'-0" Gallery Screen Elevation3 DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 4 A M A2.1 Elevations Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 SCALE: 3/16" = 1'-0" North Elevation1 SCALE: 3/16" = 1'-0" East Elevation2 DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 5 A M A9.1 Perpectives Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 Eisenhower Street Perspective DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 5 A M A9.2 Perspectives Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 Performance Space Perspective DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 6 A M A9.3 Perspectives Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 Commons Area View DAO No.: 7230 Meade St. Westminster, CO 80030 Phone: 720.273.0431 Email: dan@daoarch.com Web: www.daoarch.com C: \ U s e r s \ D e v i n \ D o c u m e n t s \ T o w n o f F r a s e r - H i s t o r i c Ch u r c h - C o n c e p t D e s i g n _ d e v i n 9 H F G J . r v t 9/ 1 0 / 2 0 2 1 8 : 4 4 : 5 7 A M A9.4 Perspectives Town of Fraser Historic Church Center for Creative Arts 107 East Eisenhower Drive, Fraser, CO 80442 2021-025 September 10, 2021 Studio View Art in Public Places Budget 2018 Actuals 2019 Budget 2020 Budget 2021 Budget 2021 Actuals Comments 22,713 75,000 60,000 91,100 Mural Walk 20,000 35,000 35,000 Expand to 25 artists, include an event company. Possibly add vendors to raise funds too. Sculpture Program 15,000 15,000 11,000 2021: 3k for base, , 3k for leased, 5k Commissioned Sculpture Mural Program 15,000 13,500 10,000 Use at least 10k for Mural Fest Award (pending travel requirements of artist) Artisan Oktoberfest 10,000 10,000 Start a second event aimed at also driving arts reputation and visitation to Fraser and local businesses Church Renovation Assmt 15,000 15,000 Committed to DAO Zepher Chair Upkeep 2,600 750 Repainting of about 1/3 of the chairs, prioritizing the ones showing the most wear. ($200/chair) Totals 91,100 71,750 Revenues Comments Budget Actual Notes Town of Fraser Sponsorship $35,000 $35,000From budget Sponsorships $0 $0In kind not included here Entry Fees $50 x 25 artists $1,250 $1,250Next Year, entry fees for all (left 2500 on table) GC Tourism Grant & Fraser Marketing $10,000 $10,0005k each Auction $2,500 $0donate to FVA Donations $2,500 People Choice Awards ToF Staff in Kind Voluminous, but not included here Mural Commission $10,000 $10,000From PAC budget Reimbursement for Bands FRBC, Fishers, Camber/Winery $1,000 $300300 from FRBC Total Revenues $62,250 $56,550 Expenditures Comments Budget Actual Notes Permitting ToF fees waived $0 Event Insurance covered via CIRSA policy $0 Signage Sculptures, reuse old $500 Marketing Advertisements and App Walking map, voting and auction $3,000 $6,0006k , Mural App Social Media/Print Marketing Using geofencing data $7,000 Site Development Mural Panel Structures 5 more panels and primer $3,500 $4,800 Paint and Home Depot on 6/15, but does this also have sculpture base in it? Restrooms $1,000 Kid Zone and Plow Blades Supplies, paints $500 Staff T-Shirts $500 Trash and bins Borrow from WP $0 Meals (Artists also provided with $500 stipend)$500 Water $300 Artists Stipend 25 artists X $500 $12,500 $12,500 Awards 2500/1500/1000 $4,800 $4,800 Site Clean Up ToF in kind $0 Entertainment $5,000 $6,200But 1 k offset above Tent and Stage $5,000 $5,555stage Mural Commission Award $10,000 $10,000From PAC budget Buckets, tickets, square, etc $300 Total Expenditures $54,400 $49,855 Revenue over Expenditures Proceeds to FVA Budget Actual Notes $7,850 $6,695Proceeds to FVA Band Completed contract W-9 Location Time Day Pay A-Mac & Height Yes Yes Main 3:30PM-5PM Friday $ 700 Moffat Tunnel Band No No Camber/winery5:00pm-6:30pm Friday $ 400 Tara Rose and The Real Deal Yes Yes Main 6:30pm-8pm Friday $ 800 Tiffany Christopher Yes Yes Fishers Bar1:30pm-3pm Saturday $ 300 Michael Kirkpatrick and Sharon Martinson Yes Yes Main 3:00pm-4:30pm Saturday $ 400 John Adam Smith Yes Yes FRBC 4:30pm-6:00pm Saturday $ 300 Received $300 from FRBC on June 7 Wood Belly Yes Yes Main 6:30pm-8:00pm Saturday $ 2,000 Deposit of $500 paid on May 11 Funky Stuff Yes Yes Main 1pm-2:30pm Sunday $ 600 Hunker Down Yes Yes Main 3:15pm-4:45pm Sunday $ 700 $ 6,200 As of July 16, 2021 Page: Reference Credit Amount .00 .00 .00 .00 .00 31.0001 .00 .00 .00 11.0001 .00 Mural App 199.0001 .00 Google Play .00 .00 47.0001 .00 Wodd Belly deposit 131.0001 .00 .00 .00 61.0001 .00 Stickers 94.0001 .00 Sculpture agreement 91.0001 .00 Sculpture agreement 189.0001 .00 Home Depot & Google 162.0001 .00 Spray paint primer .00 .00 .00 Stage deposit 50% Joe McDonald purchase Account Inquiry - Detail Periods: 01/21 - 07/21 7/16/2021 Account: 10-60-740 Art In Public Places 1 Date Journal Description Debit Amount Balance *01/01/2021 (00/21) Balance .00 .00 *01/31/2021 (01/21) Period Totals ***.00 .00 *.00 .00 *02/28/2021 (02/21) Period Totals ***.00 .00 *.00 .00 08/06/2021 AP Shaped Music Productions LLC 2777.5 2,777.50 *03/31/2021 (03/21) Period Totals ***2,777.50 2,777.50 *.00 2,777.50 04/06/2021 AP Brushfire 6000 8,777.50 04/15/2021 AP US Bank 26.99 8,804.49 *04/30/2021 (04/21) Period Totals ***6,026.99 8,804.49 *.00 8,804.49 05/11/2021 AP Midwood Entertainment LLC 500 9,304.49 05/31/2021 AP Wylie's Paint Store 13.49 9,317.98 *05/31/2021 (05/21) Period Totals ***513.49 9,317.98 *.00 9,317.98 05/17/2021 AP US Bank 229.05 9,547.03 06/09/2021 AP Schaal, Ted 1000 10,547.03 06/10/2021 AP Betti, Sutton 1000 11,547.03 06/15/2021 AP US Bank 4607.07 16,154.10 06/25/2021 AP Fraser Valley Ace Hardware 8.98 16,163.08 *06/30/2021 (06/21) Period Totals ***6,845.10 16,163.08 *.00 16,163.08 *07/31/2021 (07/21) Period Totals ***.00 16,163.08 Amount type: Actual Display: Reference detail Art in Public Places Budget 2018 Actuals 2019 Budget 2020 Budget 2021 Budget 2022 Proposal 2022 Comments 22,713 75,000 60,000 91,100 Mural Festival 20,000 35,000 50,000 Expand to 30-35 artists, hire an event company. Possibly add vendors. Build into Sunday. Charge application fee. Sculpture Program 15,000 15,000 15,000 1 Commission and 3 rentals Mural Program 15,000 13,500 15,000 Use at least 10k for Mural Fest Award (pending travel requirements of artist) Artisan Oktoberfest 10,000 10,000 5,000 Start a second event aimed at also driving arts reputation and visitation to Fraser and local businesses Zepher Chair Upkeep 2,600 1,100 Repainting of about 1/3 of the chairs, prioritizing the ones showing the most wear. ($200/chair) New: Winter Event (Ice &light sculpture?) 5,000 Utilize Mural Park New: Church Renovation 50,000 Annual commitment to Fraser Valley Arts, helps FVA with grants and fundraising for remainder of the funds. Totals 141,100 YoY Budget Unchanged except for Church Renovation $