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Home My WebLink AboutFile Documents.401 Castle Creek Rd.0024.2019 (14).ACBK ARCHITECT: Chamberlin Architects, P.C. BY: Casey Sievila S:\1740 - Pitkin County Ambulance Facility\6. CONSTRUCTION\ASI\ASI#006.1740.doc ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS OWNER ARCHITECT CONTRACTOR FIELD OTHER PROJECT: Aspen Ambulance District Facility OWNER: Pitkin County, CO TO: FCI Constructors, Inc. 3070 I-70 B, Bldg. A Grand Junction, CO 81504 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: Six (6) ARCHITECT: Chamberlin Architects 437 Main Street Grand Junction, CO 81501 ARCHITECT'S PROJECT NO: 1740 DATE OF ISSUANCE: January 18, 2019, Revised 3/4/19 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Project Manual, Vol I Section 10 2800 Toilet, Bath and Laundry Accessories, Part 2, section 2.2.B – owner to provide all soap dispensers. All soap dispensers, paper towel dispensers and hand sanitizer dispensers shall be provided by the owner and installed by the contractor. Drawings Sheet A102, The following locations for wall type 2A shall be the UL-U419 – 1 hour rated wall type as referenced in detail 1/A001, all else shall be wall type 2: Flex 206 along grid line E Office 203 at gridline G and G.9 Office 212 at gridline G Conference 214 at gridline F Attachments: none, A001, A101, A102, A301, and A651 REVISION ELEVATION COLUMN GRID LOCATION DOOR NUMBER WINDOW TYPE CENTER LINE LINE OF WALL ABOVE OR HIDDEN LINE BREAK LINE MATCH LINE ROOM NAME ROOM NUMBER BASIC WALL TYPE A101 1 2 3 4 A 101A Room 101 1 A101 TYP 1 A101 TYP ANGLE DIAMETER PERPENDICULAR PLATE PLUS OR MINUS FLOOR DRAIN FIRE EXTINGUISHERFE FD 1 1 100' 0" TOP OF WALL AL HM INTERIOR WALL ELEVATION REFERENCE DRAWING REFERENCED SECTION NUMBER SHEET NUMBER REFERENCED DETAIL NUMBER SHEET NUMBER 1. COMPLY WITH ALL MANUFACTURERS RECOMMENDATIONS AND INDUSTRY STANDARDS RELEVANT TO THE WORK HEREIN. 2. ALL DIMENSIONS ARE FROM FACE OF FINISH UNO. 3. ALL ALIGNMENTS ARE FACE OF FINISH UNO. 4. FIELD VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIOR TO FABRICATION AND/OR INSTALLATION. ABV above ACC accessories ADJ adjustable AFF above finished floor ALT alternate AL aluminum APC acoustical panel ceiling ARCH architect (ural) ASPH asphalt A/C air conditioning BCS baby changing station BD board BLDG building BLKG blocking BO bottom of BRG bearing CBU cemetitious backer unit CG corner guard CIP cast in place CJ control joint CLG ceiling CLR clear (ance) CMU concrete masonry unit COL column CONC concrete CONT continuous or continue CORR corridor CPT carpet (ed) CSMT casement CT ceramic tile CTR center CU condenser unit CWOG center wall on grid DBL double DEMO demolish / demolition DF drinking fountain DIM dimension (s) DIR direction DISP dispenser DN down DR door DS downspout DTL detail DWG drawing DWR drawer E east EA each EC evaporative cooler EG etched glass/glazing EIFS exterior insul finish sys EJ expansion joint EL elevation ELEC electric (al) EM emergency EWC electric water cooler EWG end wall corner guard EQ equal EXG existing EXH exhaust EXP exposed EXT exterior FBO furnished by owner FD floor drain FDN foundation FE fire extinguisher FEC fire extinguisher cabinet FEP finished end panel FFE finished floor elevation FIN finish FLG flashing FLR floor (ing) FLUR fluorescent FO face of FRMG framing FRP fiber reinforced plastic FT foot (feet) FTG footing GA gage, gauge GAL gallon GALV galvanized GB grab bar GC general contractor GL glass, glazing GWB gypsum wallboard GYP gypsum HAS headed anchor stud HB hose bibb HCP handicap (ed) HDR header HDW hardware HM hollow metal HOR horizontal HR hose reel HSS hollow structural sections HT height HVAC heating /ventilation /air conditioning HWD hardwood INCL include (d) (ing) INSUL insulate (d) (ing) INT interior INV invert JST joist JT joint L length, angle LAM laminate (d) LAV lavatory LB pound LF lineal foot LG laminated glass, glazing LIN linoleum LT light MA match MAS masonry MATL material MAX maximum MB marker board MECH mechanic (al) MFR manufacture (r) (d) MH manhole MIN minimum MISC miscellaneous MLD molding, moulding MO masonry opening MT mount (ed) (ing) MTL metal N north N/A not applicable NIC not in contract NOM nominal NTS not to scale NECY necessary OC on center (s) OD outside diameter OFCI owner furnished, contractor installed OFD overflow drain OFOI owner furnished, owner installed OH overhead OL occupant load OLF occupant load factor OPG opening OPH opposite hand OPP opposite OSB oriented strand board OTA open to above OTS open to structure PB particle board PERF perforate (d) PERIM perimeter PG pattern glass PLAM plastic laminate PLT plate PNL panel PNT paint (ed) PR pair PROJ projector, projection PSF pounds per square foot PSI pounds per square inch PT pressure treated PTD paper towel dispenser PTN partition PVC polyvinyl cholride PVMT pavement PWD plywood QT quarry tile R riser, radius RB rubber base REC recycling RCMD recommend (ed) (ations) RE reference REF refrigerator REIN reinforce (d) (ing) REQ required REV revision (s), revised RD roof drain RFG roofing RH robe hook RM room RO rough opening ROW right of way RR restroom RTU roof top unit RUB rubber S south SAG susp acoustic grid SC shower curtain rod & hooks SCH schedule SD soap dispenser SHT sheet SHTG sheathing SIM similar SND sanitary napkin dispenser SNV sanitary napkin vendor SPEC specification SPKR speaker SQ square SS solid surface SST stainless steel STD standard STL steel STOR storage STR structural SUSP suspended T tread TB towel bar TEL telephone TG tempered glass THK thick T.O.top of TOC top of concrete TOS top of steel TOW top of wall TPD toilet paper dispenser TS tube steel TYP typical T&G tongue and groove UCR undercounter refigerator UNO unless noted otherwise VB vapor barrier VCT vinyl composition tile VERT vertical VIF verify in field VM vending machine VNL vinyl sheet VTR vent through roof W west, wide, width W/with WB wood base WC watercloset WD wood WDW window WF wide flange WG wire glass W/O without WP waterproof (ing) WR waste receptacle WRB weather resistive barrier WWM welded wire mesh WALL TYPE NOTES: 1. ALL EXTERIOR WALL TYPES ARE SHOWN WITH THE EXTERIOR WALL FACING RIGHT UNLESS OTHERWISE NOTED. 2. PROVIDE GLASS MAT WATER-RESISTANT BACKER BOARD IN LIEU OF GYPSUM WALL BOARD BEHIND ALL WALL TILE. 3. GYPSUM BOARD SHALL BE MOISTURE-RESISTANT AT THE FOLLOWING LOCATIONS: WALLS AND CEILINGS OF ALL RESTROOMS AND SHOWERS 4. WALL TYPE CHANGES OCCUR AT CORNERS OR INTERSECTIONS OF WALLS UNLESS NOTED OTHERWISE. 3-5/8" MTL STUDS @ 16" O.C. 5/8" GYP BD, EA SIDE. (ONE SIDE @ 1A) SOUND ATTN BATTS 5" ACOUSTICAL SEALANT, EA SIDE. FIRE CAULK IN LIEU OF @ FIRE RARTED LOCATIONS MTL RUNNER CHANNEL FLOOR LINE1/2"METAL DECK CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK CONT FIRE CAULK GWB TO DISSIMILAR MATERIALS, EA SIDE UL -U419 -1/2 HR RATED, STC: 49 6" MTL STUDS @ 16"O.C. 5/8" GYP BD, EA SIDE (ONE SIDE @ 2A) SOUND ATTN BATTS 7 1/4" METAL DECK ACOUSTICAL SEALANT, EA SIDE MTL RUNNER CHANNEL FLOOR LINE1/2"CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK 1"2A: UL -U419 -1 HR RATED @ STAIR, ELEVATOR, FLEX 206, OFFICE 203, 212 AND CONFERENCE 214 15 6" MTL STUDS @ 16" O.C. 5/8" GYP BD 1/2" EXT SHEATHING 2.5" THK (R-15 MIN) RIGID INSULATION W/ TAPED & SEALED SEAMS AIR SPACE 4" CMU VENEER 1' - 4 1/4" VAPOR BARRIER MASONRY VENEER TIES @ 16" VERTICALLY & HORIZONTALLY 6 6" MTL STUDS @ 16" O.C. (10" @ 6A) 5/8" GYP BD 1/2" EXT SHEATHING 2.5" THK (R-15 MIN) RIGID INSULATION W/ TAPED & SEALED SEAMS PRE-FINISHED HORIZONTAL MTL PNL ATTACHED TO THERMALLY BROKEN 'Z' CLIPS SPACED VERTICALLY @ 24" O.C. VAPOR BARRIER 6 6 8" CIP CONC, RE: STR GL 2.5" THK (R-15 MIN) RIGID INSULATION W/ TAPED & SEALED SEAMS OMIT WEATHER BARRIER & XPS INSULATION @ WALL TYPE 8A 10 1/2"6 6 11" @ 3A 10" (2) 3-5/8" MTL STUDS @ 16" O.C. 5/8" GYP BD, EA SIDE SOUND ATTN BATTS ACOUSTICAL SEALANT, EA SIDE. FIRE CAULK IN LIEU OF @ FIRE RARTED LOCATIONS MTL RUNNER CHANNEL FLOOR LINE METAL DECK CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK UL -U493 -1 HR RATED, STC-59 CONT FIRE CAULK GWB TO DISSIMILAR MATERIALS, EA SIDE 1 - 1/2" AIR SPACE (2 1/2" @ 3A) ALUM STOREFRONT, NON-THERMALLY BROKEN UNINSULATED GLAZING METAL DECK 1"4 1/2" (6" @ 4A) ACOUSTICAL SEALANT, EA SIDE FLOOR LINE WALL TYPE ABV, 1 @ 4 1/2", 2 @ 6"2 1 CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK 6" MTL STUDS SISTERED TO 6" MTL STUDS @ 16" O.C. 5/8" GYP BD 1/2" EXT SHEATHING. 5/8" EXT SHEATHING @ 7A 2.5" THK (R-15 MIN) RIGID INSULATION W/ TAPED & SEALED SEAMS PRE-FINISHED VERTICAL MTL PNL ATTACHED TO THERMALLY BROKEN 'Z' GIRTS SPACED HORIZONTALLY @ 24" O.C. VAPOR BARRIER 1' - 4 3/4" UL -U419 -1 HR RATED @ 7A 6 6 2.5" THK (R-15 MIN) RIGID INSULATION W/ TAPED & SEALED SEAMS 8" CONC (12" CONC @ 9A), RE: STR AIR SPACE 4" CMU VENEER 1' - 5 5/8" 1-HR RATED, per TABLE 721.1(2), 4-1.1. MASONRY VENEER TIES @ 16" VERTICALLY & HORIZONTALLY GL 6 8" CMU, RE: STR 7/8" MTL FURRING CHANNELS @ 16" O.C. @ 10A 5/8" GYP BD @ 10A 9 1/4" 6" MTL STUDS @ 16"O.C. 5/8" GYP BD, EA SIDE SOUND ATTN BATTS 7 3/4" METAL DECK ACOUSTICAL SEALANT, EA SIDE MTL RUNNER CHANNEL FLOOR LINE1/2"1/2" PWD CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK 2.5" THK (R-15 MIN) RIGID INSULATION W/ TAPED & SEALED SEAMS 8" CMU, RE: STR AIR SPACE 4" CMU VENEER 1' - 4 1/2" MASONRY VENEER TIES @ 16" VERTICALLY & HORIZONTALLY 6 6" MTL STUDS @ 16"O.C. 5/8" GYP BD, ONE SIDE SOUND ATTN BATTS METAL DECK ACOUSTICAL SEALANT, EA SIDE MTL RUNNER CHANNEL FLOOR LINE1/2"4" CMU VENEER 1/2" PWD. 5/8" EXT SHEATHING @ 2D CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK MASONRY VENEER TIES @ 16" VERTICALLY & HORIZONTALLY 1' - 0 3/4" UL -U419 -1 HR RATED @ 2D 12" CIP CONC, RE: STR GL ACOUSTICAL SEALANT, ONE SIDE. FLOOR LINE METAL DECK CONT COMPRESSIBLE INSULATION IN DECK FLUES ACOUSTICAL SEALANT, ONE SIDE. 7/8" MTL FURRING CHANNEL @ 16" O.C. 5/8" GYP BD, ONE SIDE. NOT USED 2-1/2" MTL STUDS @ 16" O.C. 5/8" GYP BD, ONE SIDE ACOUSTICAL SEALANT, ONE SIDE. MTL RUNNER CHANNEL FLOOR LINE METAL DECK CONT COMPRESSIBLE INSULATION IN DECK FLUES MTL STUD SLIP TRACK @ METAL DECK ACOUSTICAL SEALANT, ONE SIDE. FULLY ADHERED SINGLE PLY ROOF MEMBRANE 1/2" COVER BOARD R-35 RIGID INSULATION VAPOR BARRIER MTL ROOF DECK, RE: STR DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt 3/4/2019 11:35:13 AM A001 JANUARY 22, 2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO NOTES, SYMBOLS, ABBREVIATIONS AND WALL TYPES PROJECT STATUS: 100% CD SH JW ASPEN AMBULANCE DISTRICT FACILITY SYMBOLS GENERAL NOTESARCHITECTURAL ABBREVIATIONS 0'6"1'0'6"1'A001 WALL TYPES1 WALL TYPE 1 & 1A WALL TYPE 2 & 2A WALL TYPE 5 WALL TYPE 6 & 6A WALL TYPE 8 & 8A WALL TYPE 3 & 3A WALL TYPE 4 & 4A WALL TYPE 7 &7A WALL TYPE 9 & 9A WALL TYPE 10 & 10A WALL TYPE 2B WALL TYPE 11 WALL TYPE 2C & 2D WALL TYPE 12 WALL TYPE 1B WALL TYPE 13 WALL TYPE 14 CLASS 'A' ROOF ASSEMBLY NO: ISSUED FOR: DATE: 2 Response to City of Aspen Review Comments 7/16/18 6 PR#010 9/25/18 15 ASI#06 3/4/19 2 A2021 A201 A202 A201 1 2 2 A B C D E G.9 I J 1 2 4 5 6 7 LOBBY 101 WOMEN 102 MEN 103 TRAINING ROOM 104 ELEC. 105 APPARATUS BAY #1 106 APPARATUS BAY #2 107APPARATUS BAY #3 108 APPARATUS BAY #4 109 APPARATUS BAY #5 110 APPARATUS BAY #6 111 DECON 112 READY ROOM 113 MEDICAL STORAGE 114 FITNESS 115 STAIR 302 ELEVATOR 301 STAIR 303 303A 303C 112 114 115A115B 101B 113 102 103 3 105 MAIN WATER SERVICE & FIRE SPRINKLER RISER AREA A301 1 A651 1 A652 1 A403 1 A403 3 4 A301 2 A405 2 3 4 1 A407 2 4 1 3 3 A513 ________________________________________ 1 A513 ________________________________________ STORAGE 116 116 2C 2 5 7 7 5 11 5 F 11 4A 4A 4A 2B 2A 2 CU (TYP of 3), RE: MECH 109110111 108 107 106 9 5 104B 10 11 9A A404 2 A404 1 2B 5 9 A612 3 1B 0 10' - 0"6' - 9"4' - 3 1/4"11' - 10"22' - 5"3' - 6"1' - 0"59' - 9 1/4"128' - 0"2' - 10"3' - 2"9 3/4"9' - 2 1/2"50' - 7"9 1/4"2' - 0"3' - 4"15' - 4"68' - 0"24' - 8"3' - 8 3/4"11' - 9"1' - 0" 3' - 4"14' - 0"4' - 0"14' - 0"4' - 0"14' - 0"4' - 0"14' - 0"4' - 0"10' - 0"4' - 0"10' - 0"14' - 0"4' - 1 3/4"3' - 4"7' - 2"9 3/4"9 3/4"9' - 2 1/2"2' - 8"3' - 4"6 3/4"1' - 0"9' - 4"21' - 1 1/2"13' - 4"G 2 A511 ________________________________________ 2 A513 ________________________________________2 A512 ________________________________________ ALIGN CENTER ON GRID LINE 3 A511 ________________________________________ 1 A512 ________________________________________ 9 5/8"18' - 6 3/8"18' - 0"18' - 0"18' - 0"14' - 0"14' - 0"10' - 11 3/8"6' - 4 5/8"10' - 1 5/8" 8' - 6 1/4"18' - 0"18' - 0"18' - 0"16' - 0"14' - 0"6' - 8 1/4" 3' - 4"22' - 8"3' - 4"5' - 4"20' - 8"10' - 0"1' - 4"3' - 4"8"28' - 0"3 3/4"10' - 0 3/4"12' - 0"8' - 0 3/4"9' - 9"22' - 10 3/4"5' - 10 1/2"CONC RAMP W/ STL TUBE HANDRAILS, RE: CIVIL UP UP 106A 101A A03A03A04 A01 A02 B01 B02 GENERATOR, RE: ELEC ALIGN28' - 8"9' - 4"UP A652 2 2D 2C2D 3' - 0"3' - 0"3' - 11"5' - 0"8' - 8"3' - 0" GAS METER LOCATION, RE: MECH DOOR SHOWN FOR REFERENCE, LOCATED @ LANDING ABV 4' LONG CONC WHEEL STOPS DOWELED INTO CONC SLAB, COORDINATE FINAL LOCATION W/ OWNER'S VEHICLES (TYP OF 4) 1 A511 ________________________________________ 104A 129' - 7 1/4" ALIGN MASONRY & CONC 2A 2A 2A 2A 4' - 2 1/4" 5' - 0"6' - 6 3/8" 1' - 0" 1 ASK-01 ________________________________________ 44 6' - 1 5/8" 3.5 17' - 4"20' - 0"35' - 1"3' - 2"19' - 11"15 15 15 15 15 1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION. 2. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED THE SAME AS NOTED ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME MANNER. 3. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL EQUIPMENT, TOILET ACCESSORIES, MILLWORK AND OTHER WALL MOUNTED ITEMS. SEE ELEVATIONS AND EQUIPMENT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR FACES OF DOOR FRAMES WITH ADJACENT MATERIALS THOUGH JOINT MAY NOT BE VISIBLE. 5. PROVIDE TRANSITION STRIPS BETWEEN FLOOR MATERIALS OF DISSIMILAR HEIGHTS. CENTER TRANSITION STRIPS UNDER DOORS OR OTHER PLACES OUT OF SIGHT. 6. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS, MINIMUM OF1/8” PER FOOT. SLOPE FLOOR ALL AROUND FROM ADJACENT WALLS TO FLOOR DRAINS, DO NOT DEPRESS ONLY THE AREA IMMEDIATELY AROUND THE DRAIN. 7. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE LOCATIONS OF PIPING, VENTS, DUCTS, CURBS, FANS AND OTHER ITEMS WHICH PENETRATE THE ROOF PLANE. 8. DOOR JAMB LOCATION OFF FACE OF WALL IS 4", TYPICAL, UNLESS NOTED OTHERWISE. DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt 3/4/2019 1:04:22 PM A101 JANUARY 22, 2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO GROUND LEVEL FLOOR PLAN PROJECT STATUS: 100% CD SH JW ASPEN AMBULANCE DISTRICT FACILITY 0'4'8'0'4'8'A101 GROUND LEVEL FLOOR PLAN1 GENERAL NEW CONSTRUCTION NOTES NO: ISSUED FOR: DATE: 4 RFI-009 08/10/18 15 ASI#06 3/4/19 4 ..1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION. 2. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED THE SAME AS NOTED ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME MANNER. 3. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL EQUIPMENT, TOILET ACCESSORIES, MILLWORK AND OTHER WALL MOUNTED ITEMS. SEE ELEVATIONS AND EQUIPMENT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR FACES OF DOOR FRAMES WITH ADJACENT MATERIALS THOUGH JOINT MAY NOT BE VISIBLE. 5. PROVIDE TRANSITION STRIPS BETWEEN FLOOR MATERIALS OF DISSIMILAR HEIGHTS. CENTER TRANSITION STRIPS UNDER DOORS OR OTHER PLACES OUT OF SIGHT. 6. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS, MINIMUM OF1/8” PER FOOT. SLOPE FLOOR ALL AROUND FROM ADJACENT WALLS TO FLOOR DRAINS, DO NOT DEPRESS ONLY THE AREA IMMEDIATELY AROUND THE DRAIN. 7. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE LOCATIONS OF PIPING, VENTS, DUCTS, CURBS, FANS AND OTHER ITEMS WHICH PENETRATE THE ROOF PLANE. 8. DOOR JAMB LOCATION OFF FACE OF WALL IS 4", TYPICAL, UNLESS NOTED OTHERWISE. A2021 A201 A202 A201 1 2 2 A B C D E G.9 I J 1 2 4 5 6 7 WAITING 201 OFFICE 203 OFFICE 204OFFICE 205 FLEX 206 MECH/ELEC 209 CORRIDOR 210 STOR. 213 OFFICE 212 CONFERENCE 214 LIBRARY / REPORTS 215 CORRIDOR 220 UNIFORM LOCKERS 221 LAUNDRY 222 CORRIDOR 224 SHOWER 225 SHOWER 226 SHOWER 227 BUNK RM 229 BUNK RM 230 BUNK RM 231 BUNK RM 232 STORAGE 228 206 205 204 203 214 212 219 221 220 225 226 227 228 229 230 231 232 303D OPEN TO BELOW CANOPY OUTLINE 3 TOILET 208 IT 211 DINING 217 DAYROOM 216 KITCHEN 218 209208 211 MECH 223 213 A301 3 A301 4 A407 9 10 8 11 A302 1 3 A513 ________________________________________ 1 A513 ________________________________________ F 223 222 PANTRY 219 2A 2A 7 6 6 6 6 7 6 6 7 1 1 1A 1A 11 2A 2A 2A 1 12 3A 2 1 2 11 2 1 11 1 1A1A 1A1A 22 1 B03 B06 B07 B08 B16 B17B18B18B19 B20B21 A4077 6 5 2 A302 7 216 201 4 2A 2A A202 4 6 7 A651 4 A652 3 STAIR 303 STAIR 302 ELEVATOR 301 0 1' - 0"8' - 9"3' - 0"60' - 3 1/4"1' - 0"7' - 4"1' - 0"2' - 2"4' - 5 1/2"2' - 2"1' - 0"9' - 1"9 3/4"2' - 2"5' - 9 3/4"2' - 2"1' - 0"15' - 7"2 3/4"9 3/4"9' - 0"12' - 8 3/4"3' - 0"19' - 0"16' - 0 1/2"11 1/2"1' - 4"13' - 4 3/4"1' - 0"2' - 2"8' - 6"2' - 2"6' - 6"4' - 4"1' - 4"15' - 9 1/4"1' - 0" 14 1' - 0"29' - 4 1/4"3' - 6"4' - 5"34' - 2 3/4" G 5 3 ALIGNALIGN8' - 1 3/4"9' - 9 1/2"9' - 9 1/2" 1 2 A511 ________________________________________ 2 A513 ________________________________________ CTR WALL ON GRID LINE CTR WALL ON GRID LINE CTR WALL ON GRID LINE CTR WALL ON GRID LINE 2 A512 ________________________________________ 3 A511 ________________________________________ A732 3 1 A512 ________________________________________ 18' - 6 1/4"18' - 0"18' - 0"18' - 0"14' - 0"14' - 0"10' - 11 1/2"6' - 4 3/4"10' - 1 1/2" 128' - 0"10' - 0"6' - 9"4' - 3 1/4"11' - 10"22' - 5"4' - 6"59' - 9 1/4"33' - 7 1/2"10' - 5"1' - 9"3' - 0"1' - 6"9' - 6"9 3/4"8' - 0 1/4"6' - 10 1/4"5' - 10 1/2"5' - 10 1/4"8' - 1 1/4"4' - 9 1/2"10' - 1"9' - 5"9' - 5"9' - 0"2' - 11 1/2"4' - 5 3/4"11' - 11 1/2"4' - 6 1/4"13' - 11 3/4"4' - 6"13' - 8 1/2"CTR WALLS ON GRID LINES CTR WALL ON GRID LINE CTR WALL ON GRID LINE A732 2 A732 6 A733 1 DN A05 7A 7A A406 11 DECK 233 B07 B07 B07 B09 B23 B22 A301 5 B10 B11 B12 B13 B14 B23 B23 GWB SOFFIT OVER ENTRY BELOW A732 4 1 A644 ________________________________________ 2 A644 ________________________________________ 4 A644 ________________________________________ 3/4"x36" FIXED & SLIDING DOOR GLASS PANELS10' - 11"10' - 11"10' - 6 1/2"A733 1 OPP SLOPE TYP 1 A511 ________________________________________ 6A 215 A703 17 ROOF DRAINS BELOW, TYP OF 6. SLOPE 1/4":12" TOWARDS DRAINS 24"x24" CONC PAVERS ON ADJUSTABLE PEDESTALS ON SINGLE PLY ROOF MEMBRAN ON 1/2" COVER BOARD ON HIGH DENSITY RIGID INSULATION RD RD RDRD RD RD 3.5 16 9 A653 ________________________________________ SIM DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt 3/4/2019 1:26:14 PM A102 JANUARY 22, 2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO UPPER LEVEL FLOOR PLAN PROJECT STATUS: 100% CD SH PH ASPEN AMBULANCE DISTRICT FACILITY GENERAL NEW CONSTRUCTION NOTES 0'4'8'0'4'8' A102 UPPER LEVEL FLOOR PLAN1 NO: ISSUED FOR: DATE: 16 PR#020 2/28/19 G.9 I J 1 2 3 A402 1 MEN 103 WOMEN 102 2 A402 A4046 LOBBY 101 3 4 5 12 11 4 3 A4021A402 2SIM OPH 1' - 8 3/4"1' - 6"3' - 4 1/2"7' - 0"MIN CLR1' - 6"MIN CLR 5' - 0" HD HD 1' - 6"6' - 10"6' - 8"1' - 4"2' - 0"2C 2C 2A 2 2 2A 10 11 5 5 4A 102 103 101B 4' - 0"1' - 0"1' - 6"4' - 0"1' - 0"5' - 0" UP 1A RECESSED ENTRY MAT 1B TPD1 TPD1 WR1 WR1 SD SD 0 G B01 B02 4' - 8 1/4"3' - 10"1' - 8"5' - 1 1/4"4' - 2 1/4" 19' - 5 1/2"3 3/4"3 3/4"8' - 8 1/4"7' - 7 1/4"5' - 3 1/2"SIM OPH 17' - 4"BUILD WALL TIGHT TO STL BRACE STR 6' - 11 3/4" A01 A02A612 2 A612 1 CTR WALL ON GRID LINE ALIGN3' - 6"3' - 6" ALIGN A721 3 FD FD FLOOR SINK, RE: PLUMB A732 7 A732 1 A732 8 A612 5 1 A511 ________________________________________ 2A 2A2A A A A A 15 15 15 15 E 3 TOILET 208 F A4022A402 1 SIM 1, 2 OPH A402 11A402 12 MIN CLR5' - 0"A405 8 A405 6 A4055A4057 HD 1' - 6"5' - 0 1/2"2' - 0" 33 33 2 12 2 1 1' - 6" 209208 211 IT 211 MECH/ELEC 209 TPD1 SD WR1 G 3' - 0 1/4"8' - 9 3/4"9' - 4 1/2"18' - 4"1' - 10 1/4"7' - 4"5' - 4"31' - 6" FD B C 1 A402 10 9SHOWER 227 8 7 RH 1' - 5"2' - 7"A406 9 10 PANTRY 219 1A 1A 1 1 2 7 1 2 227 219 TPD2 WR2 SD 4' - 0"3' - 0 1/4"0 6' - 10 1/2"7' - 6"6' - 9"3' - 0 1/4"4' - 0"3' - 6"A731 4 C D 4 6 7 A402 6 5 DECON 112 MEDICAL STORAGE 114 READY ROOM 113 A406 4 2 1 3 A406 6 EMERGENCY SHOWER AND EYEWASH, RE: PLUMB MOP SINK, RE: PLUMB DECON SINK, RE: PLUMB UC REF (1) A406 5 A406 7 A4068 2 2 2 2C 2B 9 113 114 5' - 6"4' - 0" 112 2A 14 9 9 1' - 9"1' - 9" WIRE SHELVING BY OTHERS (PART OF FURNITURE PACKAGE) CLR 1' - 6"5' - 0"DOUBLE SLINGER WORK STATION WITH NO UPPER UNIT, ONLY WORKSURFACE WITH STORAGE BELOW. (3) 24" x 24" DEEP WALL MOUNT OPEN LOCKERS (4) 24" X 36" DEEP WALL MOUNT OPEN LOCKERS W/ TOPSIDE STORAGE SHELF (6) 24" X 36" DEEP WALL MOUNT OPEN LOCKERS W/ TOPSIDE STORAGE SHELF (3) 6' X 2' SLINGER WALL MOUNT TOOL GRID PANEL W/ SLINGER TOPSIDE STORAGE SHELF ABOVE 6' - 3"5' - 0"OXYGEN TANK STORAGE (TANKS RESTING ON FLOOR W/ (2) 24" x 24" DEEP WALL MOUNTOPEN LOCKERS WITH TOPSIDE STORAGE SHELF AND DOORS. NO BOTTOM, OPEN.) MINI MOBILE STORAGE FOR 02 CYLINDER SYSTEMCLR1' - 0"2C SLOPE SLOPE CTR WALL FRM'G ON COLUMN GRID DRINKING FOUNTAIN W/ BOTTLE FILL, RE PLUMB B 3 SHOWER 225 4' - 0"3' - 5 1/2" 225 1 2 1A 1A 1 1A1A 1 A402 13 14 15 RH WR2 TPD23' - 0 1/4"1' - 6"DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt 3/4/2019 1:28:33 PM A301 JANUARY 22, 2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO ENLARGED FLOOR PLANS PROJECT STATUS: 100% CD SH JW ASPEN AMBULANCE DISTRICT FACILITY 0'2'4'0'2'4'A301 ENLARGED PLAN - LOBBY / RESTROOMS1 0'2'4'0'2'4'A301 ENLARGED PLAN - UPPER TOILET3 0'2'4'0'2'4'A301 ENLARGED PLAN - TYPICAL SHOWER4 0'2'4'0'2'4'A301 ENLARGED PLAN - READY ROOM2 NOTE: SLOPE 1/8" PER FOOT TO FDNOTE: SLOPE 1/8" PER FOOT TO FD 0'2'4'0'2'4'A301 SHOWER 225 - ENLARGED PLAN5 NO: ISSUED FOR: DATE: 15 ASI#06 3/4/19 MAIN FLOOR100' - 0" UPPER LEVEL 116' - 0" 5 3 STL ANGLE FRAME, PNT P6 STL HANDRAIL, PNT P6 WD SLATS STL PLATE, PNT P6 11" EA 13 TREADS @ 5 A651 ________________________________________ A612 7 A652 5 A731 3 108' - 0" LANDING 1 109' - 1 3/4" LANDING 2@ 7" MAX EA12 RISERS2 RISERS @ 7" MAX EA@ 7" MAX EA14 RISERSSTRINGER RECESSED IN WALL EQ EQ EQ 10 G.9 I J 5 3 STAIR 302 ELEVATOR 301 2 A651 ________________________________________ 8' - 11 3/4" 2A 2A 2A 2A 5 7 7 3 A651 ________________________________________ FD ELEVATOR POWER UNIT, RE: ELEC 2A UP 1' - 0"4' - 2 1/4"11"4' - 2 1/4" 3A 4' - 2 1/4"3.5 15 15 15 15 15 I J 4 5 3 2 A651 ________________________________________ DN A612 9 STAIR 302 A651 6 A612 8 7 7 2 2A 2A 4' - 2 1/4"11"4' - 2 1/4"4' - 2 1/4"3.5 MAIN FLOOR100' - 0" UPPER LEVEL 116' - 0" 3 ADHERED SHEET WATERPROOFING (RE: SPECS) @ PERIMETER OF CONC PIT, LAP OVER FOUNDATION CONC JOINT W/ CONT HYDROSTOP, RE: SPECS MTL STUD HEADER, RE: STR FIRE CAULK GWB TO MTL DECK (TYP) GWB ON 1-5/8" MTL STUDS W/ BATT INSULATION SAG CLG, RE: RCP 22 13 2 SUSPENDED GWB CLG, RE: RCP SUMP PUMP BEYOND FLOOR DRAIN SLOPE CONC TO DRAIN, 1/8":12" FIRE PROOF ROOF DECK TO 1-HR ABV ELEVATOR SHAFT CLR12' - 8"MIN2" CLRSLOPE 1/4" : 12"A641 4 3.5 HORIZONTAL STL 2" X 2" X 1/4" ANGLE, PNT P6 STL POST 2" X 2" X 1/4" ANGLE BEYOND, FULL-WELD ON STL PLATE, PNT P6 3 STL STRINGER RECESSED IN WALL POLISHED CONC STAIR TREAD WD 1 1/2" X 1 3/4" SLATS FASTENED @ LANDING SIDE W/ COUNTERSUNK SCREWS THROUGH STL ANGLE (TYP of 12) STL HANDRAIL, PNT P6 1/2" STL PLATE, PNT P6 J-TRIM EDGE, EA SIDE STL & CONC STAIR PAN CONT 2X WD BLK'G 3 5/8" MTL FRM'G @ 16" O.C. 5/8" GWB PNT P6 NUT W/ LOCK WASHER (TYP) 3/8" DIA ALL THREAD @ 24" O.C. WELDED TO STL PLT (TYP)1"TYP1"3 1/4"1/4"1/4"1/4" 2"x2"x1/4" STL POST, PNT P6 VERTICAL 2"x2"x1/4" STL ANGLE, PNT P6 WD 1 1/2" X 1 3/4" SLATS FASTENED @ LANDING SIDE W/ COUNTERSUNK SCREWS THROUGH STL ANGLE STL PLATE BELOW, PNT P6 EQEQEQ EQ DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt 3/4/2019 1:34:33 PM A651 JANUARY 22, 2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO STAIR 302 & ELEVATOR PLANS & SECTIONS PROJECT STATUS: 100% CD SH, PH JW ASPEN AMBULANCE DISTRICT FACILITY 0'2'4'0'2'4' A651 STAIR 302 SECTION @ STEPS2 0'2'4'0'2'4' A651 ENLARGED PLAN - STAIR 302/ELEVATOR MAIN FLOOR1 0'2'4'0'2'4'A651 ENLARGED PLAN - STAIR 302 UPPER LEVEL4 0'1'2'0'1'2' A651 ELEVATOR SECTION3 0'6"1'0'6"1'A651 STAIR RAIL DETAIL5 0'3"6"0'3"6"A651 STAIR RAIL DETAIL @ POST6 NO: ISSUED FOR: DATE: 10 RFI#043 10/18/18 15 ASI#06 3/4/19 10