Loading...
HomeMy WebLinkAboutPLANS Carriage House 333 E Wonverview Ave 2020-08-141. ABBREVIATIONS REFERENCED FROM THE CONSTRUCTION SPECIFICATIONS INSTITUTE’S UNIFORM DRAWING SYSTEM TERMS AND ABBREVIATIONS MODULE. 2. DIMENSIONS TO FACE OF OBJECTS ARE MARKED BY DIAGONAL TICK MARKS, DIMENSIONS TO GRIDS ARE MARKED BY SOLID DOTS. 3. AT ALL CORRIDORS, LOBBIES, STAIRS AND COMMONS, ALL EXPOSED PARTITION ENDS , OUTSIDE CORNERS, AND TRIMMED OPENINGS SHALL HAVE CORNER GUARDS (GYPSUM BOARD WALLS ONLY). 4. FEATURES THAT APPEAR TO BE CENTERED ON BUILDING COLUMNS OR OTHER STRUCTURE ARE, AND HENCE ARE NOT SPECIFICALLY DIMENSIONED ON ARCHITECTURAL PLANS. 5. FACES OF WALLS THAT APPEAR TO BE ALIGNED ARE IN FACT ALIGNED, UNO 6. IF SPECIFICATIONS AND DRAWINGS CONTRADICT THEMSELVES, ASSUME MORE EXPENSIVE SOLUTION IS REQUIRED. 7. SHEET SPECIFIC IDENTIFICATION OF ITEMS (E.G. 08 1113.01) DIRECTLY REFERENCE CORRESPONDING ARCHITECTURAL SECTIONS IN THE PROJECT MANUAL. THE DECIMAL POINT AND SUFFIX NUMBERS ARE NOT IDENTIFIED IN SPECIFICATIONS. 8. GC TO COORDINATE AVAILABLE STOCK PROFILES FOR SIDING AND TRIMWORK WITH ARCHITECT PRIOR TO PROCUREMENT 9. ASSUME ALL OPENINGS IN PUBLIC AREAS TO HAVE WOOD CASINGS. PROFILES TO BE SELECTED BY ARCHITECT PRIOR TO PROCUREMENT 10. ALL EXTERIOR SIDING, EXPOSED SURFACES AND TRIM TO BE PAINTED (WHITE), UNO. REFER TO DRAWINGS FOR LOCATIONS OF (RED) PAINT (ACCENT ONLY). 11. GYPSUM BOARD AT INTERIOR FACE OF EXTERIOR LEVEL 1 WALLS WILL BE PROVIDED BY RESTAURANT TI SCOPE PER DIRECTION FROM SAUNDERS-HEATH ON 4/15/2020. FOR OF 7/ 2 3 / 2 0 2 0 7 : 2 3 : 2 3 P M Stanley Hotel Carriage House 333 E Wonderview Ave Estes Park, CO 80517 Grand Heritage 05.04.2020 100% CONSTRUCTION DOCUMENTS PROJECT DIRECTORY Contractor 1212 Riverside Avenue,Suite 130 Fort Collins, CO 970-490-8044 David Stolte d.stolte@saundersheath.com Saunders-Heath Architect MOA ARCHITECTURE 414 14th Street, Suite 300 Denver, CO 80202 303.308.1190 Jack Mousseau jmousseau@moaarch.com Architect's Consultants Owner Sheet Index Structural Engineer:Mechanical / Electrical Engineer: S. A. Miro, Inc.BCER 4582 S. Ulster St. Pkwy, Ste 750 Denver, Colorado 80237-2639 303.741.3737 John Karlsberg jkarlberg@samiro.com 5420 Ward Rd Suite 200 Arvada, CO 80002 303.422.7400 Paul Miskowicz pmiskowicz@bcer.com 6380 S. Fiddlers Green Circle Suite 400 Greenwood Village, CO 80111 John Cullen jcullen@grandheritage.com Civil Engineer: S. A. Miro, Inc. 4582 S. Ulster St. Pkwy, Ste 750 Denver, Colorado 80237-2639 303.741.3737 Jason Carr jcarr@samiro.com Grand Heritage Vicinity Map ARCHITECTURE A-001 ARCHITECTURAL SITE PLAN A-090 BASEMENT LEVEL FLOOR PLAN A-100 LEVEL 1 FLOOR PLAN A-110 BASEMENT LEVEL REFLECTED CEILING PLAN A-120 LEVEL 1 REFLECTED CEILING PLAN A-130 OVERALL ROOF PLAN A-200 PERSPECTIVES A-201 EXTERIOR ELEVATIONS A-301 BUILDING SECTIONS A-310 WALL SECTION A-311 WALL SECTION A-312 WALL SECTION A-313 WALL SECTION A-320 ENLARGED EXTERIOR ELEVATIONS A-351 EXTERIOR DETAILS A-352 EXTERIOR DETAILS A-353 EXTERIOR DETAILS A-354 EXTERIOR DETAILS A-355 EXTERIOR DETAILS - HEAD, JAMB, SILL A-356 EXTERIOR DETAILS - HEAD, JAMB, SILL A-401 LARGE SCALE FLOOR TOILET PLANS A-411 LARGE SCALE PLANS - VERTICAL CIRCULATION A-412 LARGE SCALE PLANS - VERTICAL CIRCULATION A-413 DETAILS AT VERTICAL CIRCULATION A-451 INTERIOR ELEVATIONS - BASEMENT A-500 INTERIOR DETAILS A-601 DOOR AND WINDOW SCHEDULE A-701 ROOM FINISH SCHEDULE & PLAN PROJECT GENERAL NOTES PLUMBING P-001 PLUMBING GENERAL INFORMATION P-002 PLUMBING SCHEDULES P-003 PLUMBING SPECIFICATIONS P-100 UNDERGROUND PLUMBING PLAN P-200 BASEMENT PLUMBING PLAN P-201 LEVEL 1 PLUMBING PLAN P-202 ROOF PLUMBING PLAN P-501 PLUMBING ISOMETRICS P-601 PLUMBING DETAILS P-602 PLUMBING DETAILS MECHANICAL M-001 MECHANICAL GENERAL INFORMATION M-002 MECHANICAL SCHEDULES M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SCHEDULES M-005 MECHANICAL SPECIFICATIONS M-006 MECHANICAL COMCHECK M-007 MECHANICAL COMCHECK M-200 BASEMENT MECHANICAL PLAN M-201 LEVEL 1 MECHANICAL PLAN M-202 ROOF MECHANICAL PLAN M-300 BASEMENT MECHANICAL PIPING PLAN M-301 LEVEL 1 MECHANICAL PIPING PLAN M-401 ENLARGED MECHANICAL PLANS M-501 MECHANICAL FLOW DIAGRAMS M-502 MECHANICAL FLOW DIAGRAMS M-503 MECHANICAL FLOW DIAGRAMS M-601 MECHANICAL DETAILS M-602 MECHANICAL DETAILS ELECTRICAL E-001 ELECTRICAL GENERAL INFORMATION E-002 ELECTRICAL SCHEDULES E-003 ELECTRICAL SPECIFICATIONS E-004 ELECTRICAL COMCHECK E-101 ELECTRICAL SITE PLAN E-200 BASEMENT LIGHTING PLAN E-201 LEVEL 1 LIGHTING PLAN E-300 BASEMENT POWER PLAN E-301 LEVEL 1 POWER PLAN E-302 ROOF POWER PLAN E-501 ELECTRICAL ONE-LINE DIAGRAM E-502 PANEL SCHEDULES GENERAL G-101 COVER SHEET INDEX G-102 SYSTEM ASSEMBLIES WALLS G-103 SYSTEM ASSEMBLIES FLOORS, ROOFS, AND CEILINGS G-104 CODE COMPLIANCE CIVIL C-011 SITE PLAN C-241 EROSION CONTROL PLAN C-311 GRADING PLAN LANDSCAPE L-100 LANDSCAPE NOTES L-200 LANDSCAPE PLAN L-201 DEMO PLAN L-300 LANDSCAPE DETAILS ADD 1 FIRE FA-001 FIRE ALARM GENERAL INFORMATION FA-002 FIRE ALARM SPECIFICATIONS FA-200 BASEMENT FIRE ALARM PLAN FA-201 LEVEL 1 FIRE ALARM PLAN FP-001 FIRE PROTECTION GENERAL INFORMATION FP-002 FIRE PROTECTION SPECIFICATIONS FP-200 BASEMENT FIRE PROTECTION PLAN FP-201 LEVEL 1 FIRE PROTECTION PLAN ADD 1 1/32" = 1'-0" LEVEL 1 - EXTENTS OF PREVIOUSLY PERMITTED SCOPEB 1/32" = 1'-0" BASEMENT - EXTENTS OF PREVIOUSLY PERMITTED SCOPEA3D VIEW - EXTENTS OF PREVIOUSLY PERMITTED SCOPEC THE PROJECT SCOPE INCLUDES RENOVATION AND RECONSTRUCTION OF THE CARRIAGE HOUSE, A HISTORICAL STRUCTURE ON THE STANLEY HOTEL CAMPUS IN ESTES PARK, CO. ONE OF THE MAIN DIFFICULTIES WITH THE EXISTING HISTORICAL CARRIAGE HOUSE STRUCTURE WAS THAT THE ORIGINAL 1905 STRUCTURE WAS BUILT WITHOUT A FOUNDATION. IN ORDER TO PRESERVE THE BUILDING’S ORIGINAL ROOF TRUSSES, BRING THE BUILDING UP TO CURRENT CODES AND ALLOW RENOVATIONS, THE ROOF HAS BEEN LIFTED OFF THE STRUCTURE AND SET TO THE SIDE. A FOUNDATION IS CURRENTLY UNDER CONSTRUCTION, AND ONCE COMPLETED, THE HISTORICAL ROOF STRUCTURE WILL BE PUT BACK ON. THE DESIGN TEAM HAS SUBMITTED FOR AND RECEIVED CONSTRUCTION PERMITS FOR THE FOOTINGS/FOUNDATION AND BUILDING ENCLOSURE VIA TOWN OF ESTES PARK CONSTRUCTION PERMIT B-11186 FOR THE CARRIAGE HOUSE FOUNDATION AND ENCLOSURE PROJECT. THE GOAL OF THE PROJECT AT THE TIME WAS TO GET THE BUILDING FOUNDATIONS AND FRAMING REQUIRED TO REINSTALL THE ORIGINAL ROOF IN A SHORT CONSTRUCTION WINDOW BEFORE WINTER CONDITIONS SET IN. THE PROJECT SCOPE COVERED IN THOSE DRAWINGS INCLUDED: CIVIL DRAWINGS • PERIMETER AND ROOF DRAINAGE UNDERGROUND UTILITY LAYOUT STRUCTURAL DRAWINGS • ALL STRUCTURAL DRAWINGS FOR THE PROJECT INCLUDING; NEW ENCLOSURE WALL FRAMING, NEW MASONRY FRAMING, RENOVATION AND STRENGTHENING OF THE EXISTING BUILT UP ROOF TRUSSES, ANY ADDITIONAL STRUCTURAL DETAILS REQUIRED, STRUCTURAL CALCULATIONS ARCHITECTURAL DRAWINGS (LIMITED TO) • ENCLOSURE OF THE ABOVE GRADE FRAMING WITH SHEATHING AND A WEATHER BARRIER TO PROTECT INTERIORS FROM WEATHER DURING THE WINTER • ROOF ASSEMBLY AND ASSOCIATED ROOF DRAINAGE • PERIMETER DRAINAGE AND FOUNDATION INSULATION/WATERPROOFING THE CURRENT APPLICATION FOR PERMIT AND ASSOCIATED CONSTRUCTION DOCUMENTS INTEND TO COMPLEMENT THE PREVIOUSLY APPROVED DRAWINGS. DUE TO THE TIMING OF THE CONSTRUCTION, THE TEMPORARY WINTER ENCLOSURE OF THE STRUCTURE WITH SHEATHING AND BUILDING PAPER ONLY IS NO LONGER REQUIRED. THE CONSTRUCTION TEAM, PENDING THE PERMIT APPROVAL, INTENDS TO BUILD THE FACILITY TO ACHIEVE THE LEVEL OF FINISH SHOWN IN THESE DRAWINGS. FOR CLARITY, SOME OF THE ARCHITECTURAL DRAWINGS SHOWN IN APPROVED PERMIT B-11186 HAVE BEEN RECREATED WITH SUPPLEMENTAL INFORMATION TO COMPLETE THE ENVELOPE ENCLOSURE REQUIRED TO ACHIEVE CODE COMPLIANCE. THE LIST BELOW OUTLINES CONTENTS OF THE CURRENT SUBMITTAL: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS: • CODE COMPLIANCE PLANS AND NARRATIVE • ARCHITECTURAL SITE PLAN • WALL ASSEMBLIES INCLUDING INSULATION • FENESTRATION AND ASSOCIATED DETAILING • ARCHITECTURAL DETAILS INCLUDING SECTIONS, AND DETAILS • INTERIOR FINISHES IN THE BASEMENT FULL LANDSCAPE DRAWINGS FULL MEP DRAWINGS FULL FIRE PROTECTION DRAWINGS THE THREE DIAGRAMS LABELED A, B, C BELOW ATTEMPT TO ILLUSTRATE EXTENTS OF PREVIOUSLY PERMITTED SCOPE. THESE DRAWINGS CONTAIN ALL INFORMATION REGARDING INSULATION AND WEATHER PROTECTION OF THE PREVIOUSLY APPROVED STRUCTURAL DRAWINGS. FOR CLARITY, ALL COMPONENTS OF ENCLOSURE ASSEMBLIES ARE SHOWN IN A UNIFORM LEVEL OF DETAIL AND WITHOUT A GRAY POSHE'S INDICATING PREVIOUS AND NEW WORK. PROJECT DESCRIPTION UPDATED WITH ADDENDUM 07.23.2020 ADD 1 ADD 1ADD 2 ADD 1 WALL TAG SYSTEM ASSEMBLIES IDENTIFIERS: WALLS / PARTITIONS *FIRE RATING EXTERIOR WALL TYPE CATEGORY CAST-IN-PLACE [C] WOOD STUD FRAMING - STRUCTURAL WALL [W] STUD FRAMING - NON-STRUCT PARTITION [P] FURRING [FR] SHAFTWALL [S] WALL CORE SIZE [NOMINAL] 3 = 3-1/2" FOR WOOD STUD, 3-5/8" FOR METAL STUD ws=WOOD SIDING P31-s 8 = 7-1/2" FOR WOOD STUD; 8" FOR METAL STUD 10 = 10" 5.5 = 5-1/2" FOR WOOD STUD INTERIOR WALL TYPE CATEGORY . EXTERIOR WALL CLADDING METAL STUD FRAMING - STRUCTURAL WALL [P] 6 = 6" 1 = 1-5/8" ci=CONTINUOUS INSULATION MASONRY WALL [M] SHEAR WALL [s] SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: STC RATING: M8.2 CMU WALL (2 HR) DESIGN NO: U904 / UL 263 SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: STC RATING: P3 INTERIOR - METAL STUD PARTITION (NR) NON-RATED 45-49 NRCC 816-NV 2-3-81 5/8" RE: TAG VARIES 5/8" GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 ACOUSTIC SEALANT09 2116.42 METAL STUD FRAMING (NLB)09 2116.01 ACOUSTIC INSULATION09 2116.41 HEAD PLAN BASE 09 2116.42 ACOUSTIC SEALANT GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 09 2116.01 METAL STUD FRAMING (NLB) 09 2116.01 METAL STUD FRAMING (NLB) P6 04 2000.01 CONCRETE BLOCK 04 2000.01 CONCRETE BLOCK SECTION VIEW PLAN VIEW RE: TAG VARIES IN T E R I O R P A R T I T I O N S EX T E R I O R W A L L T Y P E S SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: STC RATING: FR1.5 INTERIOR - METAL STUD FURRED WALL (NR) NON-RATED NA RE: TAG VARIES 5/8" GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 ACOUSTIC SEALANT09 2116.42 ACOUSTIC SEALANT09 2116.42 METAL STUD FRAMING (NLB)09 2116.01 ACOUSTIC INSULATION09 2116.41 HEAD PLAN BASE 09 2116.01 METAL STUD FRAMING (NLB) METAL STUD FRAMING (NLB)09 2116.01 09 2116.01 METAL STUD FRAMING (NLB) FR3 5/8" 15/32" 5 1/2" 15/32" 1" 15/32" GRID SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: W5.5s-wsci WOOD STUD WALL W/ CI & WOOD SIDING (NR) NON-RATED R-13 + 6.5ci R-13 + 3.8ci EXTERIOR SIDE SECTION VIEW PLAN VIEW SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: STC RATING: S6.2 SHAFTWALL STUD FRAMING (2HR) DESIGN NO. BXUV.U497/UL 263 35-39 per USG-040901 SH A F T S I D E 1"5" 5/8" 5/8" 7 1/4" 09 2116.02 SHAFTWALL STUD FRAMING 09 2116.41 ACOUSTIC INSULATION GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 09 2116.17 SHAFTWALL CORE BOARD TYPE GYPSUM BOARD 07 8400.01 FIRESTOPPING SYSTEM FIRESTOPPING SYSTEM07 8400.01 HEAD PLAN BASE 5/8"6" 15/32" 1 1/2" 15/32" GRID SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: P6-wsci.1 MTL STUD WALL W/ WOOD SIDING (1-HOUR) 1-HOUR ** R-13 + 9.75ci R-13 + 7.5ci EXTERIOR SIDE SECTION VIEW PLAN VIEW GRID SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: C6-cs CONCRETE SHEAR WALL W/ WOOD SIDING (NR) NON-RATED R-13ci R-11.4ci EXTERIOR SIDE SECTION VIEW PLAN VIEW SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: CFR3 FOUNDATION WALL W/ INTERIOR FURRING (NR) NON-RATED R-7.5ci R-7.5ci CONCRETE FOUNDATION WALL; RE: STRUC EXTERIOR SIDE GRID SECTION VIEW PLAN VIEW 5/8"3 5/8"RE: STRUCT 2" 09 2116.09 GYPSUM BOARD, RE: SPECS FOR TYPE 09 2116.01 METAL STUD FRAMING (NLB) 07 1300 SHEET WATERPROOFING CONCRETE SHEAR WALL; RE: STRUC RE: STRUCT 07 2100.02 EXTRUDED POLYSTYRENE BOARD INSULATION 07 2100.03 POLYISOCYANURATE BOARD INSULATION 07 4623.01 WOOD BOARD SIDING SYSTEM 07 4623.01 WOOD BOARD SIDING SYSTEM 07 2100.03 POLYISOCYANURATE BOARD INSULATION 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 07 4623.01 WOOD BOARD SIDING SYSTEM 07 2100.03 POLYISOCYANURATE BOARD INSULATION 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.01 WOOD STUD FRAMING WOOD BOARD SIDING SYSTEM07 4623.01 07 2100.03 POLYISOCYANURATE BOARD INSULATION 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 05 4000.01 COLD-FORMED METAL FRAMING SYSTEM WOOD BOARD SIDING SYSTEM07 4623.01 POLYISOCYANURATE BOARD INSULATION07 2100.03 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 05 4000.01 COLD-FORMED METAL FRAMING SYSTEM M10 SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: P6-wsci MTL STUD WALL W/ WOOD SIDING (NR) NON-RATED R-13 + 9.75ci R-13 + 7.5ci 06 1000.01 WOOD STUD FRAMING 07 2100.20 GLASS FIBER BATT INSULATION 07 2100.20 GLASS FIBER BATT INSULATION 07 2100.20 GLASS FIBER BATT INSULATION 07 2100.20 GLASS FIBER BATT INSULATION 09 2116.21 ASTM CEMENT-BASED BACKING BOARD -5/8" AT TOILETS BEHIND WALL TILE 09 2116.21 ASTM CEMENT-BASED BACKING BOARD -5/8" AT TOILETS BEHIND WALL TILE 09 2116.21 ASTM CEMENT-BASED BACKING BOARD -5/8" AT TOILETS BEHIND WALL TILE P8 5/8"5 1/2"15/32" GRID SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: W5.5-ws WOOD STUD WALL W/ WOOD SIDING (NR) NON-RATED R-20 R-20 EXTERIOR SIDE SECTION VIEW PLAN VIEW 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.01 WOOD STUD FRAMING 06 1000.01 WOOD STUD FRAMING 07 2100.20 GLASS FIBER BATT INSULATION 07 2100.20 GLASS FIBER BATT INSULATION 5/8" 15/32" 5 1/2"15/32" GRID SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: W5.5s-ws WOOD STUD SHEAR WALL W/ WOOD SIDING (NR) NON-RATED R-20 R-20 EXTERIOR SIDE SECTION VIEW PLAN VIEW 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.01 WOOD STUD FRAMING 06 1000.01 WOOD STUD FRAMING 07 2100.20 GLASS FIBER BATT INSULATION 07 2100.20 GLASS FIBER BATT INSULATION AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 07 4623.01 WOOD BOARD SIDING SYSTEM 07 2100.03 POLYISOCYANURATE BOARD INSULATION 09 2116.09 GYPSUM BOARD, RE: SPECS FOR TYPE 09 2116.01 METAL STUD FRAMING (NLB) CONCRETE FOUNDATION WALL; RE: STRUC 07 1300 SHEET WATERPROOFING 07 2100.02 EXTRUDED POLYSTYRENE BOARD INSULATION CONCRETE SHEAR WALL; RE: STRUC 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING CEMENTITOUS REINFORCED PANELS AT P6-wsci.1 BY RESTAURANT TI SCOPE VAPOR RETARDER07 2100.31 VAPOR RETARDER07 2100.31 WOOD PANEL SIDING SYSTEM07 4623.02 4'X8' HARDIE PANEL AT P6-wsci IN BASEMENT 4'X8' HARDIE PANEL AT P6-wsci IN BASEMENT GYPSUM BOARD BY RESTAURANT TI SCOPE GYPSUM BOARD BY RESTAURANT TI SCOPE GYPSUM BOARD BY RESTAURANT TI SCOPE GYPSUM BOARD BY RESTAURANT TI SCOPE GYPSUM BOARD BY RESTAURANT TI SCOPE GYPSUM BOARD BY RESTAURANT TI SCOPE GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 CEMENTITOUS REINFORCED PANELS AT P6-wsci.1 BY RESTAURANT TI SCOPE ** FIRE RATING DETERMINED BY RESTAURANT TI SCOPE 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 AIR BARRIER -SHEET TYPE07 2500.10 2"1/2" 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 07 4623.01 WOOD BOARD SIDING SYSTEM ADD 1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 4 : 0 6 P M G-102 SYSTEM ASSEMBLIES WALLS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker REVISION DATE ADDENDUM 1 2020.07.15 FL O O R T Y P E S RE : S T R U C GRANULAR FILL RE: GEOTECH 1 1/2" = 1'-0"F1 SLAB ON GRADE (NR) 03 3000.01 CAST-IN-PLACE CONCRETE 05 3100.04 COMPOSITE FLOOR DECK, RE: STRUC 1 1/2" = 1'-0"F2 COMPOSITE SLAB FLOOR (NR) 07 5400.07 COVER BOARD 07 5400.06 POLYISOCYANURATE BOARD INSULATION 07 5400.03 VAPOR RETARDER SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: R2 SINGLE PLY ROOF MEMBRANE ON WOOD DECK NON-RATED R-30ci R-30ci RO O F T Y P E S EXISTING RAFTER EXISTING SKIP SHEATHING PAINT UNDERSIDE BLACK BEFORE INSTALLATION SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: R1 ASPHALT SHINGLES ON WOOD RAFTERS NON-RATED R-30ci R-30ci STRUCTURAL FRAMING, RE: STRUC STRUCTURAL STEEL FRAMING CE I L I N G T Y P E S SCALE: 1 1/2" = 1'-0"G1 GYPSUM BOARD CEILING SYSTEM NON-RATED 06 1500.02 PLYWOOD DECKING 06 1500.02 PLYWOOD DECKING 07 3113.01 ASPHALT SHINGLE SYSTEM 06 1000.19 PLYWOOD -BLOCKING / NAILER 07 3113.02 ROOF UNDERLAYMENT 07 5400.01 THERMOPLASTIC MEMBRANE ROOFING SYSTEM 03 0516.01 UNDERSLAB VAPOR RETARDER 03 3000 CAST-IN-PLACE CONCRETE 03 3511.07 CONCRETE FLOOR FINISH - POLISHED FINISH 09 2116.01 METAL STUD FRAMING (NLB) 09 2116.09 GYPSUM BOARD, RE: SPECS FOR TYPE 5/ 8 " SCALE: 1 1/2" = 1'-0"C1 24"X48" ACOUSTICAL CEILING SYSTEM NON-RATED ACOUSTICAL CEILING SYSTEM09 5100.01 SCALE: 1 1/2" = 1'-0"C3 +/- 24"X24" CORRUGATED METAL CEILING TILES & J-TRACK NON-RATED 07 5400.06 POLYISOCYANURATE BOARD INSULATION DAKOTA TIN 24X24 TILES DAKOTA TIN J-TRIMNOTE: 2X4 SYSTEM IN THE BASEMENT TO BE MANUF. BLACK GLASS FIBER BATT INSULATION07 2100.20GLASS FIBER BATT INSULATION07 2100.20 07 5400.07 COVER BOARD 07 5400.06 POLYISOCYANURATE BOARD INSULATION 07 5400.03 VAPOR RETARDER SCALE: 1 1/2" = 1'-0" FIRE RATING ASSEMBLY: R-VALUE PROVIDED: R-VALUE REQUIRED: R2.1 ELEVATOR SHAFT ENCLOSURE 1 H R-30ci R-30ci STRUCTURAL FRAMING, RE: STRUC 06 1500.02 PLYWOOD DECKING 07 5400.01 THERMOPLASTIC MEMBRANE ROOFING SYSTEM FIRE RATING ASSEMBLY GA FILE NO. RC 2601 09 2116.09 GYPSUM BOARD, RE: SPECS FOR TYPETYPE X GYPSUM WALLBOARD (2 LAYERS) ADD 1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 7 : 2 3 : 2 4 P M G-103 SYSTEM ASSEMBLIES FLOORS, ROOFS, AND CEILINGS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker REVISION DATE ADDENDUM 1 2020.07.15 ADDENDUM 2 2020.07.22 RATED ASSEMBLY DATA SHEETS ADD 2 2020.07.23 F.E. DN (DISTANCE BETWEEN EXITS) 70' -11" 39' -4"(O N E-TH IR D O F EXIT D IS TA N C E, S P R IN K LE R E D ) 118' -0" DN F.E.C. F. E . C . F.E. UP UP 1 9' -3 "(O N E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D ) 5 7' -9 " (DISTANCE BETWEEN EXITS) 21' -2" (D I S T A N C E B E T W E E N E X I T S )4 0 ' -1 " 39' -2"(O N E-TH IR D O F E XIT D ISTA N C E, S P R IN KLER E D ) 117' -6" Travel Distance = 143' < Maximum= 250' PATH CONTINUES FROM LEVEL BELOW PATH CONTINUES FROM LEVEL BELOW 1175 SF B.O.H. 104 6 LOBBY 100 543 SF RESTAURANT SEATING 102 37 1573 SF A-3 RESTAURANT SEATING 101 106 204 SF B.O.H. 103 2 ELEVATOR B10 40" 82" 82" PATH B PATH A CLR 61 1/2" CLR 59" 548 SF RESTAURANT SEATING B02C 37 Travel Distance = 155' < Maximum= 250' 1474 SF THEATER B02 98 465 SF MECH ROOM B06 2 WO M E N ' S R E S T R O O M B0 5 ME N ' S R E S T R O O M B0 4 961 SF TI STORAGE B08 4 100 SF ELECTRICAL B07 1 99 SF B.O.H. B02A 1 91 SF SHOP/BAR B03 1 JANITOR B01A 150 SF PLATFORM B02B 10 95 SF MECH CONDENSER ROOM B07A 1 BOH HALL B01B ELEVATOR B10 EXTERIOR MECH WELL EXTERIOR MECH WELL 34" PA T H A PATH B PATH B PA T H A EXIT 27 3/4" 242 SF LOBBY B01 48 ADD 1 ADD 1 MEANS OF EGRESS -COMMON PATH EXIT DISCHARGE MEANS OF EGRESS -TRAVEL DISTANCEPATH A PATH B SHAFT ENCLOSURE LIFE SAFETY LEGEND FIRE BARRIERS CLASSIFICATION FIRE- RESISTANCE- RATING (HRS) OPENING PROTECTION APPLICATION 1 SM O K E RE S I S T A N T NO FIRE DAMPERS FIRE DOORS FIRE SHUTTERS FIRE GLAZING FIRESTOPPING FIRE AREA SEPARATION PROTECTION OF MEANS OF EGRESS HAZARDOUS AREA ENCLOSURE SHAFT ENCLOSURE SYMBOL CONCEPTUAL DIAGRAM CODE REVIEW 2015 ICC JURISDICTION CODES Town of Estes Park, Larimer County, CO 5,130 GSF 1ST FLOOR 5,130 GSF BASEMENT FLOOR 10,260 GSF TOTAL GROSS FLOOR AREA 1NO OF STORIES ITEM CODE CITATION OCCUPANCY CLASSIFICATION A-2 (Restaurant - Level 1), A-3 (Assembly - Basement)SECTIONS 303.2 & 303.3 OCCUPANCY SEPARATION NOT REQUIRED (NON-SEPARATED OCCUPANCIES)SECTION 508.3 CONSTRUCTION V-B SECTION 602, TABLE 601, TABLES 504.3, 504.4, 506.2 ALLOWABLE HEIGHT INCREASES TOTAL 40' / 1 STORIES 20' / 1 STORY (FULLY SPRINKLERED) 60' / 2 STORIES TABLE 503 SECTION 504.2 NOT REQUIRED WHEN CONNECTING ONLY 2 STORIES 44” MINIMUM, SEE ALSO SECTION 1005.1 1-HOUR (MATCH STAIR ENCLOSURE RATING) SECTION 1019.3, EXCEPTION 1 SECTION 1024.2 SECTION 1024.3 FIRE-RATED SHAFT: MINIMUM WIDTH FIRE RATED EXIT STAIRWAYS EXIT PASSAGEWAYS NOT REQUIRED WHEN FULLY SPRINKLERED (1 HOUR IF NON-SPRINKLERED) 44” MINIMUM, SEE ALSO SECTION 1005.1 20’ MAXIMUM TABLE 1020.1 SECTION 1005.1. TABLE 1020.2 SECTION 1020.4 CORRIDORS FIRE RATED MINIMUM WIDTH DEAD ENDS SECTION 1020 MINIMUM WIDTH = 48” AS PART OF AN ACCESSIBLE MEANS OF EGRESS MINIMUM CLEARANCE = 80” 11” DEEP MINIMUM HEIGHT OF 4” MINIMUM TO 7” MAXIMUM • HEIGHT = 34” TO 38” • DIAMETER = 1.25” TO 2” • MUST EXTEND 12” BEYOND TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER LENGTH MUST EQUAL WIDTH OF STAIRWAY MUST PROVIDE ≥ 4 STORIES (ALTERNATING TREAD DEVICE IS ACCEPTABLE) SECTION 1009.3 SECTION 1011.3 SECTION 1011.5.2 SECTION 1011.5.2 SECTIONS 1011.11 & 1014.2 SECTION 1014.3 SECTION 1014.6 SECTION 1011.6 SECTIONS 1011.12 WIDTH HEADROOM TREADS RISERS HANDRAILS LANDINGS STAIRWAY TO ROOF STAIRWAYS AND HANDRAILS SECTIONS 1009, 1011, 1014, & 1015 42"SECTION 1015.3 GUARDS MINIMUM HEIGHT SECTION 1015 REQUIRED PER GENDER SECTION 2902.2 PLUMBING FIXTURES SEPARATE FACILITIES IBC TABLE 2902.1/ IPC SECTION 403FIXTURE COUNTS OCC. LOAD REQUIRED GENDER SPLIT (50/50)TOILETS URINALS LAVS DRINKING FOUNTAINS OTHER 354 OCC. 177 WOMEN 3 - 1 SEE BELOW 1 177 MEN DRINKING FOUNTAINS SERVICE SINKS 3 50% MAX 1 SECTION 713 SECTION 714 SECTION 403.4.6 AND 911 SECTIONS 1104 & 1105 SECTION 1009 & ICC A117.1 SECTION 1009.1 SECTION 1009.3, EXCEPTION 2 SECTION 1009.3, EXCEPTION 5 OTHER REQUIREMENTS AND PROVISIONS SHAFT ENCLOSURES PENETRATIONS GROSS FLOOR AREA DEFINED ACCESSIBILITY ACCESSIBLE ROUTES INTO SITE AND WITHIN ACCESSIBLE BUILDINGS ACCESSIBLE MEANS OF EGRESS 2 REQUIRED (≥ 2 EXITS REQUIRED) CHAPTER 11, ANSI/ICC A117.1, ADA MINIMUM CLEAR WIDTH = 48” (NOT REQUIRED IF FULLY SPRINKLERED) STAIRWAY AREA OF REFUGE (NOT REQ’D IF FULLY SPRINKLERED) ACCESSIBLE ELEVATOR REQUIRED IF ≥ 4 STORIESELEVATORS STANDBY POWER REQUIRED IF PART OF ACCESSIBLE MEANS OF EGRESS AREA OF REFUGE (NOT REQUIRED IF FULLY SPRINKLERED) AREA OF REFUGE (NOT REQUIRED IF OPEN PARKING GARAGE) SECTION 1009.2.1 SECTION 1009.4 SECTION 1009.4, EXCEPTION 2 SECTION 1009.4, EXCEPTION 1 ACCESSIBLE TOILET ROOMS SECTION 1109.2 MINIMUM OF 1 ACCESSIBLE STALL PER TOILET ROOM SECTION 1109.2.2 IF 6 OR MORE STALLS IN A TOILET ROOM, ADD AN “AMBULATORY ACCESSIBLE” STALL SECTION 1109.2.2 MINIMUM OF 5% OF LAVS MUST BE ACCESSIBLE BUT NO LESS THAN ONE IN EACH TOILET ROOM SECTION 1109.2.3 MINIMUM OF 1 ACCESSIBLE URINAL PER TOILET ROOM 1109.2, EXCEPTION 4 IF ONLY 1 URINAL, NOT REQUIRED TO BE ACCESSIBLE 1109.2, EXCEPTION 4 SINKS, 5% IF MORE THAN 1, MINIMUM OF 1 ACCESSIBLE SECTION 1109.3 DRINKING FOUNTAINS, 50%/50%, MINIMUM OF 1 ACCESSIBLE AND 1 STANDING SECTION 1109.5 COMMON USE CIRCULATION AT WORK AREAS REQUIRED SECTION 1104.3.1 POS AND SERVICE COUNTERS MUST BE ACCESSIBLE, MINIMUM OF 1 SECTION 1109.12.3 44” MINIMUM 36” MINIMUM BETWEEN HANDRAILS 80” MINIMUM CLEARANCE 1:12 (8%) MAXIMUM • HEIGHT = 34” TO 38” • DIAMETER = 1.25” TO 2” • MUST EXTEND 12” BEYOND TOP AND BOTTOM OF RAMP RUNS REQUIRED (WITH EXCEPTIONS) SECTION 1012.5, SECTION 1020.2 SECTION 1012.5.1 SECTION 1012.5.2 SECTION 1012.2 SECTION 1012.3 SECTION 1012.4 SECTION 1012.6 SECTION 1012.10 WIDTH CLEAR WIDTH HEADROOM SLOPE CROSS SLOPE EDGE PROTECTION RAMPS (AS MEANS OF EGRESS)SECTION 1012 VERTICAL RISE HANDRAILS LANDINGS 1:48 (2%) MAXIMUM 30” MAXIMUM BETWEEN LANDINGS 60” MINIMUM LENGTH, WIDTH = WIDTH OF RAMP AT STRAIGHT RUNS SECTIONS 1012.8 & 1014.2 SECTION 1014.3 SECTION 1014.6 SECTION 1010.1.1 SECTION 1010.1.1.1 SECTION 1010.1.6 CHAPTER 30 SECTIONS 1009.4 & 3002.4 SECTIONS 3002.1 & 713.4 MINIMUM CLEAR WIDTH = 32” PROJECTION INTO CLEAR WIDTH LANDINGS AT DOORS ELEVATORS DOORS, GATES & TURNSTILES SECTION 1010 CAR NOT REQUIRED TO ACCOMMODATE AMBULANCE STRETCHER (< 4 STORIES) FIRE RATED 1-HOUR (< 4 STORIES) SIGNAGE ALLOWABLE AREA MIXED-OCCUPANCY, ONE-STORY BUILDING S1 FIRE SPRINKLER CLASSIFICATION SECTION 506.2.2 TABLES 504.4 and 506.2 MINIMUM WIDTH AS DETERMINED FOR EGRESS SECTION 1011.2, SECTION 1005.3.1 FIRE PROTECTION CHAPTER 9 FIRE SPRINKLERING STANDPIPES THROUGHOUT NOT REQUIRED (HIGHEST FLOOR ≤ 30’) SECTION 903 SECTIONS 905.3.1 THROUGH 905.3.8 CLASS ABC EXTINGUISHERS PROVIDED THROUGHOUT PROVIDED THROUGHOUTFIRE ALARM FIRE EXINGUISHERS TABLE 906.3(1) & 906.3(2) SECTION 907 FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME BEARING EXTERIOR WALLS BEARING INTERIOR WALLS NON-BEARING EXTERIOR WALLS NON-BEARING INTERIOR WALLS FLOORS ROOF ROOFING OPENINGS IN EXTERIOR WALLS SHAFTS NO REQUIREMENT 1-HOUR LESS THAN 30 FEET, NO REQUIREMENT ≥ 30 FEET NO REQUIREMENT 1-HOUR LESS THAN 30 FEET, NO REQUIREMENT ≥ 30 FEET NO REQUIREMENT NO REQUIREMENT NO REQUIREMENT CLASS C 30’ < SEP = UNLIMITED 2-HOURS TABLES 601 & 602 TABLE 601 UON TABLE 602 TABLE 1505.1 TABLE 705.8, NOTE UP, S SECTIONS 714-716 INSULATION REQUIREMENTS CLIMATE ZONE ROOF INSULATION WALL INSULATION SLAB-ON-GRADE (PERIMETER) INSULATION ZONE 5 R-30ci R-13 + R-3.8 CI OR R-20 R-10 FOR 24" BELOW IECC FIGURE C301.1 IECC OCCUPANT LOAD TABLE 1004.1.2311 2 REQUIRED 0.2 x 188 OCC. 2 REQUIRED 0.2 X 166 OCC. 0.3 X 166 OCC 1/3 DIAGONAL DISTANCE OF AREA SERVED (FULLY SPRINKLERED) 250 FT MAX. (FULLY SPRINKLERED) TABLE 1006.3.1 & TABLE 1006.3.2 SECTION 1005.3.2, EXCEPTION 1 TABLE 1006.3.1 & TABLE 1006.3.2 SECTION 1005.3.2, EXCEPTION 1 SECTION 1005.3.1, EXCEPTION 1 SECTION 1007.1.1 TABLE 1017.2 NUMBER OF EXITS FROM STORIES: GROUND FLOOR NUMBER OF EXITS CLEAR EGRESS WIDTH BASEMENT NUMBER OF EXITS CLEAR EGRESS WIDTH STAIR WIDTH SEPARATION OF EXITS EXIT ACCESS TRAVEL DIST TABLE 1006.2.1 & TABLE 1006.3.2COMMON PATH OF EGRESS TRAVEL = 37.6" MINIMUM = 33.2" MINIMUM = 49.8" MINIMUM IECC TABLE C402.1.3 IECC TABLE C402.1.3 IECC TABLE C402.1.3 SETION 202GROSS FLOOR AREA DEFINED EXITS NUMBER OF EXITS FROM SPACES: ALL SPACES REQUIRE ONLY ONE EXIT WITH THE EXCEPTION OF THE FOLLOWING:TABLE 1006.2.1 SECTION 1006.2.1THEATHER B02: 2 EXIT 75 FT MAX. (FULLY SPRINKLERED) 2015 International Building Code 2015 International Mechanical Code 2015 International Plumbing Code 2017 National Electrical Code 2015 International Energy Conservation Code 2015 International Fire Code 2015 International Existing Building Code 2009 ICC/ANSI A117.1 Accessibility Standard Americans with Disabilities Act (ADA) TABLE 803.11INTERIOR WALL AND CEILING FINISH REQUIREMENTS ALLOWABLE AREA A-2 ( MOST RESTRICTIVE) TYPE V-B, S-1 = 24,000 SQFT DRINKING FOUNTAIN WHERE RESTAURANTS PROVIDE DRINKING WATER IN A CONTAINER FREE OF CHARGE, DRINKING FOUNTAINS SHALL NOT BE REQUIRED IN THOSE RESTAURANTS. SECTION 410.4 2015 IPC ADD 1 ADD 1 PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 4 : 1 5 P M G-104 CODE COMPLIANCE St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/8" = 1'-0" LEVEL 1 - CODE COMPLIANCE PLAN2 1/8" = 1'-0" BASEMENT - CODE COMPLIANCE PLAN1 EXIT ACCESS TRAVEL DISTANCE PATH STARTING POINT DISTANCE PATH A Common Path 69' PATH A Travel Distance 138' PATH B Common Path 116' PATH B Travel Distance 155' ADD 1 REVISION DATE ADDENDUM 1 2020.07.15 J: \ J o b s \ 1 9 0 5 1 S t a n l e y C a r r i a g e H o u s e \ 0 5 C A D \ P l a n s a n d D e t a i l s \ C a r r i a g e H o u s e \ C 0 1 1 - S I T E - P L A N . d w g C0 1 1 - 7/ 1 3 / 2 0 2 0 SITE PLAN C-011 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE St a n l e y H o t e l C a r r i a g e H o u s e SSM 2020.07.15 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% Construction Documents JDC REVISION DATE 2020.07.15 Co r e S h e l l C o n s t r u c t i o n D o c u m e n t s CONCRETE PAVEMENT SECTIONA NO SCALE CONCRETE PAVEMENT COMPACTED SUBGRADE 6" NO SCALE 1 C-011 PAVEMENT SECTIONS 4" CDOT CLASS 6 BASE COURSE V A N V A N V A N V A N CARRIAGE HOUSE EXISTING15' SANITARYEASEMENT EXISTING 50' ACCESS,DRAINAGE AND UTILITYEASEMENT 2 STEPS 12' PATIO 12' PATIO 12' PATIO 6'15.79' LIMITS OF CARRIAGE HOUSE IMPROVEMENTS 5' 9.06' 10 SCALE: 1" = 10' 100 LEGEND: PROPOSED 6" CONCRETE PAVEMENT A 1 C-011 07/15/20 J: \ J o b s \ 1 9 0 5 1 S t a n l e y C a r r i a g e H o u s e \ 0 5 C A D \ P l a n s a n d D e t a i l s \ C a r r i a g e H o u s e \ C 2 4 1 - E R O S - P L A N . d w g C2 4 1 - 7/ 1 3 / 2 0 2 0 EROSION CONTROL PLAN C-241 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE St a n l e y H o t e l C a r r i a g e H o u s e SSM 2020.07.15 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% Construction Documents JDC REVISION DATE 2020.07.15 Co r e S h e l l C o n s t r u c t i o n D o c u m e n t s V A N V A N V A N V A N CARRIAGE HOUSE 76 0 0 7605 7610 7596 7597 7598 75 9 9 76 0 1 7602 7603 7604 7606 7607 7608 7609 7611 7612 7613 EX SD EX SD EX SD EX SD E X S D E X S D E X S D E X S D E X S D EX SD EX SD EX SD EX SD EX SD 12" PVC 12" RCP 8" PVC 4" P V C E X S D E X S D E X S D EX SD EX SD EX SD EX SD EX SD E X S D EX SD EX SD EX SD EX SD EX SD EX SD E X S D E X S D EX SDEX SD EX SDEX SD E X S D 4" PERF. PVC 6" PVC SMC SMC IP IP CW SSA CF VTC EMERGENCY OVERFLOW PATH X X X X X X X X X X 760 0760 5 760 1760 2760 3760 4760 6760 7 7597 7598 7599 75 9 8 75 9 9 75 9 7 75 9 8 7595 7594 7596 7597 7595 7593 7594 7600 7599 7601 7602 7603 7604 759 7 7598 7599 759 9 CF CF CF EXISTING SWALE SF SF 759 7 7598 7599 7598 7599 7598 X X X SF 10 SCALE: 1" = 10' 100 LEGEND: X INLET PROTECTION FLOW DIRECTION ARROW SEED, MULCH AND CRIMP SILT FENCE VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA IP VTC SF CW SMC CF CONSTRUCTION FENCE STABILIZED STORAGE AREASSA LIMITS OF CONSTRUCTION 07/15/20 J: \ J o b s \ 1 9 0 5 1 S t a n l e y C a r r i a g e H o u s e \ 0 5 C A D \ P l a n s a n d D e t a i l s \ C a r r i a g e H o u s e \ C 3 1 1 - G R A D - P L A N . d w g C3 1 1 - 7/ 1 3 / 2 0 2 0 GRADING PLAN C-311 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE St a n l e y H o t e l C a r r i a g e H o u s e SSM 2020.07.15 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% Construction Documents JDC REVISION DATE 2020.07.15 Co r e S h e l l C o n s t r u c t i o n D o c u m e n t s CUT CUT/FILL TABLE (UNADJUSTED) FILL NET (FILL) NUMBERS ARE TO FINISHED GRADE AND DOESN'T ACCOUNT FOR UTILITY SPOILS 34 CY 48 CY 14 CY V A N V A N V A N V A N 2.0% 2 . 0 % 2 . 0 % 2.0% 2.0% 2 . 0 % 2.0% 7.9% 15.9% 0 . 5 % 0. 5 % 1 . 2 % 1. 4 % 5 . 7 % 759 7 7598 7599 760 0760 5 760 1760 2760 3760 4760 6760 7 7597 7598 7599 75 9 8 75 9 9 75 9 7 75 9 8 7595 7594 7596 7597 7595 7593 7594 7600 7599 7601 7602 7603 7604 7598 7599 759 7 7598 7599 CARRIAGE HOUSE 759 9 76 0 0 7605 7610 7596 7597 7598 75 9 9 76 0 1 7602 7603 7604 7606 7607 7608 7609 7611 7612 7613 2.5% EX SD EX SD EX SD EX SD E X S D E X S D E X S D E X S D E X S D EX SD EX SD EX SD EX SD EX SD 7599.77 ME 7599.66 TW/BW 7598.16 ME 7598.85 BW 7599.70 TS 7600.00 7598.56 BS/ME 7599.16 ME 7599.10 BS 7599.70 TS 7599.82 7599.89 7599.89 7599.76 7599.76 7599.76 TW 7600.00 TW 7598.73 BW 7600.00 7599.82 7600.00 7600.00 7600.00 7600.00 7600.00 7596.53 7597.73 BW ??? ME 7599.12 ME 7599.80 7599.80 FF=7600.00 7600.00 7600.00 7600.00 7598.62 BW 7599.80 TW 7599.80 TW 12" PVC 12" RCP 8" PVC 4" P V C 7599.10 BS/ME 7599.70 TS 7598.82 BS/ME 7599.70 TS 7599.00 ME 7598 7599.44 HP/ME 1.8% 7597.72 ME 7596.93 ME 7596.31 ME 7595.68 ME E X S D E X S D E X S D EX SD EX SD EX SD EX SD EX SD E X S D EX SD EX SD EX SD EX SD EX SD EX SD E X S D E X S D EX SDEX SD EX SDEX SD E X S D 4" PERF. PVC 6" PVC 7600.00 2 . 0 % 2 . 0 % 2.0%2.0% 8 . 2 % 1 0 . 2 % 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 10 SCALE: 1" = 10' 100 5345 5343 PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS PROPOSED SPOT ELEVATION43.50 MATCH EXISTING TOP OF WALL AT FINISHED GRADE BOTTOM OF WALL AT FINISHED GRADE 5345 5343 EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING SPOT ELEVATION43.50 EXISTING STORM LINE D EXISTING STORM INLET EXISTING STORM MANHOLE EX SD LEGEND: ME TW BW TOP OF STAIR BOTTOM OF STAIR TS BS 07/15/20 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 6/ 1 9 / 2 0 1 9 4 : 1 0 : 1 9 P M St a n l e y H o t e l C a r r i a g e H o u s e MB 04.20.2020 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 Permit Submittal JB, DJ REVISION DATE 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com LANDSCAPE NOTES L-100 1.1. ALL DISTURBED AREAS SHALL BE RESTORED AS NATURAL-APPEARING LAND FORMS, WITH CURVES THAT BLEND IN WITH ADJACENT UNDISTURBED SLOPES. ABRUPT ANGULAR TRANSITIONS AND LINEAR SLOPES SHALL BE AVOIDED. 2.ALL AREAS DISTURBED BY GRADING SHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER CONSTRUCTION, USING A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS. THE DENSITY OF THE REESTABLISHED GRASS VEGETATION AFTER ONE (1) GROWING SEASON SHALL BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS. 3.ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY REVEGETATED WITH A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS. 4.ON MAN-MADE SLOPES OF 25% OR GREATER, PLANT MATERIALS WITH DEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUNOFF. ALL MAN-MADE SLOPES GREATER THAN 50% TO BE MULCHED AND NETTED TO ENSURE ADEQUATE STABILIZATION AND REVEGETATION. 5.TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED AND CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION OR LANDSCAPING, SUCH AS CUT-AND-FILL SLOPES. 6.NO TREES OR VEGETATION SHALL BE REMOVED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE. 7.CONIFER TREES SHALL BE SIZED AS 50% EIGHT FEET TALL AND 50% AT SIX FEET TALL AT PLANTING. DECIDUOUS TREES SHALL BE SIZED AS 50% AT FOUR-INCH CALIPER AND 50% AT TWO-INCH CALIPER PLANTING. SHRUBS SHALL BE 5 GALLON CONTAINER OR LARGER AT PLANTING. 8.ALL PLANT MATERIAL SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS FOR NUMBER 1 GRADE, AND SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY ACT, TITLE 35, ARTICLE 26, C.R.S., AS AMENDED. 9.ALL LANDSCAPES SHALL INCLUDE A PROPERLY FUNCTIONING AUTOMATED SPRINKLER SYSTEM WITH INDIVIDUAL DRIP LINES FOR NON-TURF AREAS.” 10.REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR IRRIGATING, PRUNING, WEEDING, MOWING, FERTILIZING, REPLACEMENT OF PLANTS IN POOR CONDITION AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. 11.ALL TREES SHALL BE STAKED OR GUYED AND FENCED TO PROTECT FROM WILDLIFE DAMAGE. NO CHAIN-LINK FENCING SHALL BE ALLOWED TO PROTECT LANDSCAPING FROM WILDLIFE DAMAGE. 12.DEPARTMENT OF WILDLIFE SHALL NOT BE RESPONSIBLE FOR DAMAGE BY WILDLIFE. ESTES PARK NOTES 1.THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS. 2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES PRECEDENCE OVER WRITTEN QUANTITIES. 3.THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION. 4.THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES. 5.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 6.ALL IRRIGATION DESIGN AND CONSTRUCTION IS TO BE COORDINATED BY THE OWNER OR OWNER'S REPRESENTATIVE. OWNER'S APPROVAL IS REQUIRED PRIOR TO BEGINNING ANY SITE DISTURBANCE. 7.IN NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. 8.LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL. 9.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE. 10.PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. 11.ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 5 cu.yrds/1,000sf OR AS NOTED IN THE TECHNICAL SPECIFICATIONS. 12.TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION. 13.THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION. 14.ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 15.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. 16.ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO DOING WORK. 17.ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS. 18.SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY SPADE CUT EDGER. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3” OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. 19.ALL SHRUB BEDS AND PERENNIAL FLOWER BEDS ARE TO BE MULCHED WITH MIN. 4'' DEPTH SHREDDED CEDAR LANDSCAPE MULCH OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. AT SEED AREA BOUNDARIES ADJACENT TO EXISTING NATIVE AREAS, OVERLAP ABUTTING NATIVE AREAS BY THE FULL WIDTH OF THE SEEDER. 20.EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX. 21.CONTRACTOR SHALL OVER SEED ALL MAINTENANCE OR SERVICE ACCESS BENCHES AND ROADS WITH SPECIFIED SEED MIX UNLESS OTHERWISE NOTED ON THE PLANS. 22.ALL SEEDED SLOPES EXCEEDING 25% IN GRADE (4:1) SHALL RECEIVE EROSION CONTROL BLANKETS. PRIOR TO INSTALLATION, NOTIFY OWNER'S REPRESENTATIVE FOR APPROVAL OF LOCATION AND ANY ADDITIONAL COST IF A CHANGE ORDER IS NECESSARY. 23.WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN ON THE PLANS. GENERAL LANDSCAPE NOTES 1. THESE NOTES ARE INTENDED TO DESCRIBE THE TREATMENT OF LANDSCAPE INSTALLATIONS DURING THE FIRST GROWING SEASON ONLY. SUBSEQUENT SEASONS MAY REQUIRE DIFFERENT TASKS. THE CONTRACTOR IS RESPONSIBLE FOR READING AND UNDERSTANDING THE SPECIFICATIONS AND PROJECT MANUALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PERFORMING ALL TASKS AND MAINTAINING THE STANDARDS OUTLINED IN THESE NOTES AND THOSE ITEMS IN THE SPECIFICATIONS. IN THE CASES OF CONFLICTING INFORMATION, THE HIGHER STANDARD WILL BE EXPECTED OF THE CONTRACTOR. 2.REQUIREMENTS FOR EROSION AND SEDIMENTATION CONTROL AS STATED IN LOCAL CODES SHALL APPLY. 3.CONTRACTOR SHALL BE REQUIRED TO TURN OVER SEED LABELS UPON INSPECTION. SEED AND SEED LABELS SHALL CONFORM TO CURRENT STATE AND FEDERAL REGULATIONS AND BE SUBJECT TO TESTING PROVISIONS OF THE ASSOCIATION OF OFFICIAL SEED ANALYSIS. 4.THE SEEDBED SHALL BE WELL SETTLED AND FIRM, BUT FRIABLE ENOUGH THAT SEED CAN BE PLACED AT THE SEEDING DEPTH SPECIFIED. THE SEEDBED SHALL BE REASONABLY FREE OF WEEDS. SOILS THAT HAVE BEEN OVER-COMPACTED BY TRAFFIC OR EQUIPMENT, ESPECIALLY WHEN WET, SHALL BE TILLED TO BREAKUP ROOTING RESTRICTIVE LAYERS AND THEN HARROWED, ROLLED OR PACKED TO PREPARE THE REQUIRED FIRM SEEDBED. 5.AT THE RISK OF THE OWNER, SEEDING MAY OCCUR ANY TIME WHEN WEATHER CONDITIONS PERMIT EXCEPT WHEN THE GROUND IS FROZEN. IT IS HIGHLY RECOMMENDED THAT SEEDING OF NON-IRRIGATED DRYLAND GRASSES OCCUR BETWEEN OCTOBER 1 AND MAY 1 TO TAKE ADVANTAGE OF NATURAL MOISTURE. 6.SEED SHALL BE DRILL SEEDED IN MANNER SUCH THAT AFTER SURFACE IS RAKED AND ROLLED, SEED SHALL HAVE 1/4" OF COVER. ACCOMPLISH SEEDING BY 'RANGELAND' TYPE DRILLS. ANY FURROWS LEFT BY DRILL SEEDING SHALL BE LEFT IN PLACE TO DISCOURAGE EROSION AND ENCOURAGE SEED AND SOIL CONTACT. WHEN USING A DRILL TYPE SEEDER, THE SEEDER SHOULD COVER THE AREA TWICE. THE FIRST PASS AND SECOND PASSES SHOULD BE PERPENDICULAR TO EACH OTHER. EACH PASS OF THE SEEDER SHOULD APPLY APPROXIMATELY ½ OF THE REQUIRED SEEDING RATE. 7.HYDRO OR HYDRAULIC SEEDING MAY BE USED IN AREAS WITH GREATER THAN 3:1 SLOPES THAT ARE NOT SUITED FOR DRILLING. SEEDING AND MULCHING SHALL NOT OCCUR IN ONE APPLICATION. SEED RATES SHALL BE TWO TIMES DRILL SEED RATES. 8.BROADCAST SEED SHALL BE HAND RAKED OR DRAGGED TO A DEPTH AS REQUIRED BY THE SEED. THE SEED RATE SHALL BE INCREASED BY THREE TIMES THE DRILL SEED RATES. 9.MULCH SHALL BE APPLIED AT A RATE OF 2 ½ TONS PER ACRE AND SHALL BE ATTACHED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. MULCH SHALL BE SPREAD UNIFORMLY, IN A CONTINUOUS BLANKET, AFTER SEEDING IS COMPLETE. MULCH SHALL BE CLEAN, WEED AND SEED FREE, LONG STEMMED GRASS OR HAY, OR LONG STEMMED STRAW OF OATS, WHEAT OR RYE. AT LEAST 50% OF MULCH, BY WEIGHT, SHALL BE TEN INCHES OR LONGER. MULCH SHALL BE SPREAD BY HAND OR BLOWER-TYPE MULCH SPREADER. MULCHING SHALL BE STARTED ON THE WINDWARD SIDE OF RELATIVELY FLAT AREAS OR ON THE UPPER PART OF A STEEP SLOPE AND CONTINUED UNIFORMLY UNTIL THE AREA IS COVERED. THE MULCH SHALL NOT BE BUNCHED. IMMEDIATELY FOLLOWING SPREADING, THE MULCH SHALL BE ANCHORED TO THE SOIL BY A V-TYPE WHEEL LAND PACKER OR A SCALLOPED-DISK LAND PACKER DESIGNED TO FORCE MULCH INTO THE SOIL SURFACE A MINIMUM OF 3 INCHES. ALL SEEDED AREAS SHALL BE MULCHED AFTER SEEDING ON THE SAME DAY AS THE SEEDING. HYDRO MULCH IS REQUIRED ON SLOPES EXCEEDING 3:1. APPLICATION OF EROSION CONTROL NETTING IS REQUIRED ON SLOPES EXCEEDING 3:1 WHERE SURFACE DRAINAGE IS PRESENT. 10. FINAL ACCEPTANCE OF SEEDED AREAS WILL NOT BE GRANTED UNTIL OWNER'S REPRESENTATIVE IS SATISFIED WITH GERMINATION AND A FULL STAND OF GRASS IS IN A VIGOROUS GROWING CONDITION, WITH CONSISTENCY AND COMPLETION OF COVERAGE. DURING THIS TIME, CONTRACTOR IS RESPONSIBLE FOR WATERING, MOWING, SPRAYING, WEEDING, FERTILIZING, AND ALL RELATED WORK AS NECESSARY TO ENSURE THAT SEEDED AREAS ARE TURNED OVER IN A VIGOROUS GROWING CONDITION. PROVIDE ALL SUPERVISION, LABOR, MATERIAL AND EQUIPMENT TO MAINTAIN SEEDED AREAS. 11. NON-IRRIGATED NATIVE SEEDED AREAS SHALL BE MOWED A MINIMUM OF THREE TIMES DURING THE FIRST YEAR. ONE MOWING SHALL OCCUR IN THE SPRING OF THE YEAR, SIX WEEKS AFTER THE GRASSES BEGIN GROWING, OR BEFORE WEEDS REACH AN OVERALL HEIGHT OF EIGHT INCHES, OR BEFORE WEEDS BEGIN TO FLOWER, WHICHEVER COMES FIRST. THE SECOND MOWING SHALL OCCUR THE FIRST WEEK OF JULY. THE THIRD MOWING SHALL OCCUR IN THE FALL, AFTER GRASSES HAVE COMPLETED GROWING AND DEVELOPED SEED HEADS. ADDITIONAL MOWINGS MAY BE REQUIRED TO CONTROL WEED GROWTH. ADDITIONAL MOWINGS MUST BE PRE-AUTHORIZED BY THE OWNER, AT LEAST ONE WEEK BEFORE COMMENCEMENT OF WORK. MOWING SHALL BE RESCHEDULED IF THE GROUND IS WET, AND A POTENTIAL EXISTS FOR CAUSING SURFACE DAMAGE FROM EQUIPMENT. 12. SEEDED AREAS SHALL, AFTER ONE YEAR, CONTAIN A DOMINANT VEGETATION OF GRASS. THERE SHALL BE NO LARGE CONTINUOUS BARE SPOTS GREATER THAN NINE SQUARE FEET. IF ON SITE INSPECTIONS DETERMINE THAT GERMINATION OF ANY SEEDED AREA DOES NOT COMPLY WITH THESES NOTES OR LOCAL CODES, RE-SEEDING MAY BE REQUIRED. 13.THE TYPE OF SEED MIX USED WILL DEPEND UPON THE FOLLOWING FACTORS: TEMPORARY VS. PERMANENT REVEGETATION; TIME OF YEAR; SOIL TYPE AND SLOPE. AS A GENERAL RULE, TEMPORARY REVEGETATION WILL UTILIZE ANNUAL GRASSES WHILE PERMANENT REVEGETATION SHOULD UTILIZE PERENNIAL GRASSES. DRYLAND SEEDING ESTABLISHMENT 1.THE CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A PRE-CONSTRUCTION MEETING PRIOR TO START OF ANY WORK SHOWN ON THESE PLANS. 2.THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR SUCH USE IN THE TITLE BLOCK. 3.DRAWINGS ARE INTENDED TO BE PRINTED ON 24 X 36 PAPER. PRINTING THESE DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHIC SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES THAT ALTER THE SCALE OF THE DRAWINGS. 4.VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANY DISCREPANCIES. 5.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6.SUBMIT A CHANGE ORDER FOR APPROVAL FOR ANY CHANGES TO WORK SCOPE RESULTING FROM FIELD CONDITIONS OR DIRECTION BY OWNER'S REPRESENTATIVE WHICH REQUIRE ADDITIONAL COST TO THE OWNER PRIOR TO PERFORMANCE OF WORK. 7.THE CONTRACTOR SHALL PROVIDE A STAKED LAYOUT OF ALL SITE IMPROVEMENTS FOR INSPECTION BY THE OWNER'S REPRESENTATIVE AND MAKE MODIFICATIONS AS REQUIRED. ALL LAYOUT INFORMATION IS AVAILABLE IN DIGITAL FORMAT FOR USE BY THE CONTRACTOR. 8.IF A GEOTECHNICAL SOILS REPORT IS NOT AVAILABLE AT THE TIME OF CONSTRUCTION, NORRIS DESIGN RECOMMENDS A REPORT BE AUTHORIZED BY THE OWNER AND THAT ALL RECOMMENDATIONS OF THE REPORT ARE FOLLOWED DURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACT DOCUMENTS AS A BASIS FOR THE BID. IF THE OWNER ELECTS TO PROVIDE A GEOTECHNICAL REPORT, THE CONTRACTOR SHALL REVIEW THE REPORT AND SUBMIT AN APPROPRIATE CHANGE ORDER TO THE OWNER'S REPRESENTATIVE IF ADDITIONAL COSTS ARE REQUESTED. 9.CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE PLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND SATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITE CONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS OR UNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND FURTHER DIRECTION. 10.CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED APPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATED WITH WORK. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS OR NON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACT DOCUMENTS, JURISDICTIONAL CODES, AND REGULATORY AGENCIES. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS FOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'S REPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE ABILITY TO PERFORM WORK. 13.UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT OR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT OR DURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGGING ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THE CONTRACT PERIOD. 14.ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK. 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 16.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THE OWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT OR IMPACT THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORK WHICH AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THIS REQUIREMENT DURING THE CONTRACT PERIOD. 17.SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS. 18.NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL REQUIREMENTS. 19.COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'S REPRESENTATIVE. 20.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCING AND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAY STRUCTURES, EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH FACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. 21.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIAL STOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDED DISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL ACCEPTANCE IS ISSUED. 22.THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ASSOCIATED WITH THE SITE. IF A STORM WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THE OWNER'S REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANY SITE WORK. 23.MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FOR FULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANY NEW STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THE SCOPE OF WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER FOR FAILURE TO MAINTAIN STORM WATER MANAGEMENT FACILITIES DURING THE CONTRACT PERIOD. 24.THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK. 25.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TO ADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTED COURSE OF WORK. 26.THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THE PROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYS SHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS. 27.THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESS AUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THE DISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALS SHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY THE OWNER'S REPRESENTATIVE. 28.THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITE EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED. 29.THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE IS PROHIBITED. 30.OPEN SPACE SWALES: IF SWALES ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE CONVEYANCE OF WATER WITHIN THE SWALES DURING THE CONTRACT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DIVERSION OR PUMPING OF WATER IF REQUIRED TO COMPLETE WORK. ANY SWALES DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE SWALE NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE. 31.DETENTION AND WATER QUALITY PONDS: IF DETENTION PONDS AND WATER QUALITY PONDS ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE PONDS, DRAINAGE STRUCTURES AND SPILLWAYS DURING CONSTRUCTION. ALL PONDS, DRAINAGE STRUCTURES AND SPILLWAYS SHALL BE MAINTAINED IN OPERABLE CONDITIONS AT ALL TIMES. ANY POND OR SPILLWAY AREAS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE POND NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE. 32.MAINTENANCE ACCESS BENCHES: IF MAINTENANCE BENCHES OR ACCESS ROADS EXIST ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE BENCHES OR ACCESS ROADS DURING CONSTRUCTION. ANY BENCHES OR ACCESS ROADS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING BENCHES AND ACCESS ROADS DURING THE CONSTRUCTION PERIOD. IF ACCESS NEEDS TO BE BLOCKED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INTERRUPTION OF ACCESS. 33.LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS OCCUR. GENERAL NOTES GENERAL LANDSCAPE NOTES CONT.GENERAL NOTES CONT. 1.PRIOR TO ANY CONSTRUCTION OR SITE GRADING, THE CONTRACTOR SHALL STAKE ALL WALKS, WALLS, PARKING LOT, AND OTHER HARDSCAPE ELEMENTS BASED ON THE DESIGN CONTAINED IN THIS SUBMITTAL. ALL TREES TO BE REMOVED SHALL TO BE MARKED AS SO AND THE OWNER SHALL FIELD VERIFY ALL TREES TO BE REMOVED PRIOR TO REMOVAL. 2.THE CONTRACTOR SHALL FIELD VERIFY TREE LOCATIONS AND TAKE MEASURES TO PROTECT THE EXISTING TREES ON THE SITE FROM ANY DAMAGES DURING THE PROGRESS OF WORK. 3.ALL ADJACENT LANDSCAPE, UTILITIES, SIGNS AND HARDSCAPE SHALL REMAIN UNDISTURBED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE. 4.IF UNEXPECTED CONDITIONS ARE ENCOUNTERED DURING DEMOLITION, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION. 5.ALL IRRIGATION DESIGN AND CONSTRUCTION IS TO BE COORDINATED BY THE OWNER OR OWNER'S REPRESENTATIVE. OWNER'S APPROVAL IS REQUIRED PRIOR TO BEGINNING ANY SITE DISTURBANCE. 6.EXISTING TREES WITHIN 25 FEET OF THE PROPERTY LINE, WHICH ARE GREATER THAN 4" DBH, SHALL BE PRESERVED DEMO NOTES 05.01.2020 G G G G SD SDSDSD SD SDSDSD SD SD SDSDSDSDSD S D S DS D S DS D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S W S S SS SS SS SS S S S S S S S S S S S SS SS S S SS SS E E E E E G G G G G G G G SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSD S D S D S D S D S D SDSDSDSDSD SD SDSD SD SD SDSD SD SD SD SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D SDSDSDSDSD SDSDSDSDSDSDSDSDSDSD S D S D S D S D S D W W W G G E E E E E E E V A N V A N V A N V A N 17-YAR 5-BGG 4-MCK 6-BGG 3-YAR 4-THG 3-GBS 3-MTN 8-BGG 3-TWS 3-MTN 9-BGG 5-THG 3-RHM 5-IBC 9-YAR 15-THG 6-MCK 3-RHM 8-BGG 3-GBS 1-YFC 9-BGG 5-YAR 6-THG 1-YFC 4-BGG 7-IBC 6-BGG5-POT 2-ASP 12-WLC 8-THG 3-RHM 1-YFC 8-GBS 6-GBS 17-WLC 20-PCS 12-WLC 22-PCS 13-YAR 12-SIL 25-BGG 3-WSC 21-YAR 9-PCS 25-PCS 2-RAB 3-RAB LIMIT OF WORK CARRIAGE HOUSE 3-POT 6-TWS 5-YFC 7-POT 13-PCS 12-PCS Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 6/ 1 9 / 2 0 1 9 4 : 1 0 : 1 9 P M St a n l e y H o t e l C a r r i a g e H o u s e MB 04.20.2020 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 Permit Submittal JB, DJ REVISION DATE 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com LANDSCAPE PLAN L-200 0 NORTH SCALE:1"=20'-0" 10'20'40' 1.50% OF DECIDUOUS TREES SHALL BE 4" CAL. B&B, AND 50% OF DECIDUOUS TREES SHALL BE 2" CAL. B&B 2.ALL IRRIGATION DESIGN AND CONSTRUCTION IS TO BE COORDINATED BY THE OWNER OR OWNER'S REPRESENTATIVE. OWNER'S APPROVAL IS REQUIRED PRIOR TO BEGINNING ANY SITE DISTURBANCE. AS-BUILT IRRIGATION PLANS WILL BE PROVIDED PRIOR TO CERTIFICATE OF COMPLETENESS. NOTES ORNAMENTAL TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS NATIVE SEED MIX LANDSCAPE MULCH SPADE CUT EDGER LEGEND EXISTING TREE TO REMAIN LIMIT OF WORK PERENNIALS EXISTING TREE TO BE REMOVED LANDSCAPE PLANLANDSCAPE PLAN PLANT LIST ORNAMENTAL TREES DECIDUOUS SHRUBS - SMALL (2'-5' SPREAD) EVERGREEN SHRUBS PERENNIALS ASP QUAKING ASPEN POPULUS TREMULOIDES 2" CAL. B&B SIL MTN IBC POT MCK SILVER BUFFALOBERRY MOUNTAIN NINEBARK IRIQUOIS BEAUTY CHOKEBERRY PINK BEAUTY POTENTILLA MCKAY'S WHITE POTENTILLA SHEPERDIA ARGENTEA PHYSOCARPUS MONOGYNUS ARONIA MELANOCARPA 'MORTON' POTENTILLA FRUTICOSA 'PINK BEAUTY' POTENTILLA FRUTICOSA 'MCKAY'S WHITE' #5 CONT. #5 CONT. #5 CONT. #5 CONT. #5 CONT. GBS RHM DWARF GLOBE BLUE SPRUCE RH MONTGOMERY SPRUCE PICEA PUNGENS 'GLAUCA GLOBOSA' PICEA PUNGENS 'RH MONTGOMERY' #5 CONT. #5 CONT. WLC YAR PCS WALKER'S LOW CATMINT MOONSHINE YARROW POWIS CASTLE SAGE NEPETA X FAASSENII 'WALKER'S LOW' ACHILLEA 'MOONSHINE' ARTEMISIA 'POWIS CASTLE' #1 CONT. #1 CONT. #1 CONT. ORNAMENTAL GRASSES BGG THG BLUE GRAMA GRASS TUFTED HAIR GRASS BOUTELOUA GRACILIS DESCHAMPSIA CESPITOSA #1 CONT. #1 CONT. DECIDUOUS SHRUBS - MEDIUM (5'-7' SPREAD) YFC RAB TWS WSC YELLOW FLOWERING CURRANT TALL BLUE RABBITBRUSH TALL WESTERN SAGEBRUSH WESTERN SAND CHERRY RIBES AUREUM ERICAMERIA NAUSEOSA SSP. NAUSEOSA VAR. SPECIOSA ARTEMISIA TRIDENTATA PRUNUS BESSEYI #5 CONT. #5 CONT. #5 CONT. #5 CONT. MULTI-COLOR HIGH ALTITUDE MIX 20 - 40 LBS. 2 - 4 LBS. 3 - 6 LBS. 3 - 6 LBS. 5 - 10 LBS. 6 - 12 LBS. 15% 15% 25% 30%EPHRAIM CRESTED WHEATGRASS CANADA BLUEGRASS, RUBENS CHEWINGS FESCUE PERENNIAL RYE SHEEP FESCUE, MEKLENBERGER TOTAL 100% % OF TOTAL 10% COMMON NAME LBS. PER ACRE 1 - 2 LBS.ROCKY MOUNTAIN WILDFLOWER MIX 5% CONTACT : ARKANSAS VALLEY SEED 4300 MONACO ST, DENVER, CO 80216 OR APPROVED EQUAL QTY. 2 12 6 12 15 10 20 9 41 68 101 80 38 8 5 9 3 COBBLE MULCH 05.01.2020 G G G G SD SDSDSD SD SDSDSD SD SD SDSDSDSDSD S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S W S S S S S S S S S S SS SS S S S S S S S SS SS S S SS SS E E E E E G G G G G G G G SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSD S D S DS D S DS D SDSDSDSDSD SD SDSD SD SD SDSD SD SD SD SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D SDSDSDSDSD SDSDSDSDSDSDSDSDSDSD S D S DS D S D S D W W W G G E E E E E E E V A N V A N V A N V A N OVERSEED ALL AREAS OF DISTURBANCE EXISTING PONDEROSA PINES WITHIN PHASE 1 LIMIT-OF-WORK TO BE REMOVED OR REMAIN PER SYMBOLOGY. APPROXIMATELY 20'-0" - 60'-0" HT. LIMIT OF WORK Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 6/ 1 9 / 2 0 1 9 4 : 1 0 : 1 9 P M St a n l e y H o t e l C a r r i a g e H o u s e MB 04.20.2020 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 Permit Submittal JB, DJ REVISION DATE 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com DEMO PLAN L-201 0 NORTH SCALE:1"=20'-0" 10'20'40' NOTES LEGENDLANDSCAPE PLAN EXISTING TREE TO BE REMOVED (10 TREES TO BE REMOVED) LIMIT OF WORK EXISTING TREE TO REMAIN (3 TREES TO REMAIN) 1.PRIOR TO ANY CONSTRUCTION OR SITE GRADING, THE CONTRACTOR SHALL STAKE ALL WALKS, WALLS, PARKING LOT, AND OTHER HARDSCAPE ELEMENTS BASED ON THE DESIGN CONTAINED IN THIS SUBMITTAL. ALL TREES TO BE REMOVED SHALL TO BE MARKED AS SO AND THE OWNER SHALL FIELD VERIFY ALL TREES TO BE REMOVED PRIOR TO REMOVAL. 2.THE CONTRACTOR SHALL FIELD VERIFY TREE LOCATIONS AND TAKE MEASURES TO PROTECT THE EXISTING TREES ON THE SITE FROM ANY DAMAGES DURING THE PROGRESS OF WORK. 3.ALL ADJACENT LANDSCAPE, UTILITIES, SIGNS AND HARDSCAPE SHALL REMAIN UNDISTURBED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE. 4.IF UNEXPECTED CONDITIONS ARE ENCOUNTERED DURING DEMOLITION, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION. 5.ALL IRRIGATION DESIGN AND CONSTRUCTION IS TO BE COORDINATED BY THE OWNER OR OWNER'S REPRESENTATIVE. OWNER'S APPROVAL IS REQUIRED PRIOR TO BEGINNING ANY SITE DISTURBANCE. 05.01.2020 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 6/ 1 9 / 2 0 1 9 4 : 1 0 : 1 9 P M St a n l e y H o t e l C a r r i a g e H o u s e MB 04.20.2020 19125.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 Permit Submittal JB, DJ REVISION DATE 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com LANDSCAPE DETAILS L-300 NOTE: 1. IF IRRIGATION HEAD IS LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. 432 1 6" 4" TYPICALLY IRRIGATED TURFGRASS OR DRYLAND SEED VERTICAL SPADE CUT EDGE FILLED WITH SPECIFIED MULCH, TAPER EDGE OF BED SO MULCH IS DEEPER AGAINST SPADED EDGE. SPECIFIED DEPTH OF MULCH (TYPICALLY WOOD MULCH 3"-4" DEEP) PLANTING BED IRRIGATION HEADS SHOULD BE LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. 1 2 3 4 5 SPADE CUT EDGER SCALE: 1/2" = 1'-0" 5 COLORADO GREEN MOSS ROCK, NATURALLY SET BOULDER SO THAT A MINIMUM 1/4 OF BOULDER IS BELOW FINISH GRADE SPECIFIED MULCH, CRUSHER FINES OR COBBLE, REFER TO PLAN 3" MINIMUM ROAD BASE COMPACTED TO 95% OF STANDARD PROXY DENSITY UNDISTURBED GRADE 1 2 3 4 LANDSCAPE BOULDER SCALE: 3/4" = 1'-0" NOTES: 1.THE OWNERS REPRESENTATIVE SHALL APPROVE LOCATIONS AND SIZES OF ALL BOULDERS PRIOR TO PLACING. 2.CONTRACTOR SHALL SUBMIT SAMPLE OR PHOTOS FOR APPROVAL. 3 4 1 2 PERENNIAL PLANT LAYOUT SCALE: 1" = 1'-0" ON CENTER SPACING NOTES: 1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. SPECIFIED MULCH AMENDED PLANTING BED TILLED TO A DEPTH OF 6" CENTER OF PLANT 1 2 3 1 2 3 SECTION PLAN PLAN ON CURVE NOTE: 1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED. 2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT FROM ITS CONTAINER. 3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER. 4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER. 5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20% OF LIMBS. SHRUB PLANTING SCALE: 1 1/2" = 1'-0" SET SHRUB ROOT-BALL 1" HIGHER THAN FINISH GRADE FINISH GRADE (TOP OF MULCH) SPECIFIED MULCH TILL IN SPECIFIED SOIL AMENDMENT TO A DEPTH OF 8" IN BED BACKFILLED AMENDED SOIL UNDISTURBED SOIL 1 2 3 4 5 6 2X CONTAINER WIDTH 1X CONTAINER HEIGHT 3 4 5 6 2 1 2X ROOT BALL DIAMETER 120° 120° PRUNING NOTES: 1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON. a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE). b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 180° FROM THAT SIDE). c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM. 2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. TREE PLANTING DETAIL SCALE: 3/16" = 1'-0" 1 2 3 4 5 6 7 14 13 12 11 10 9 8 PLACE MINIMUM 1/2" PVC PIPE AROUND EACH WIRE, EXPOSED WIRE SHALL BE MAXIMUM 2" EACH SIDE 6'-0"UNTREATED WOOD POST, MINIMUM 1.5" DIAMETER, ALL SHALL BE DRIVEN OUTSIDE ROOTBALL AND IN UNDISTURBED SOIL TREE WRAP TO BE INSTALLED ONLY FROM OCTOBER 1 THROUGH APRIL 30, DECIDUOUS ONLY, WRAP FROM BASE OF TRUNK TO BOTTOM LIMB PLANT TREE SO THAT TOP MOST MAJOR ROOT IS 1"-2" ABOVE FINISHED GRADE 2'-0" RADIUS MULCH RING, VENTERED ON TRUNK, 3" DEPTH, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, FINISHED GRADE REFERENCES TOP OF MULCH 1:1 SLOPE ON SIDES OF PLANTING HOLE ROPES AT TOP OF ROOTBALL SHALL BE CUT, REMOVE TOP 1/3 OF BURLAP, NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED GROMMETED NYLON STRAPS GALVANIZED WIRE, MINIMUM 12 GAUGE CABLE,TWIST WIRE ONLY TO KEEP FROM SLIPPING 4-6" HIGH WATER SAUCER IN NON-TURF AREAS BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20%, BY VOLUME, ORGANIC MATERIAL, WATER THOROUGHLY WHEN BACKFILLING 2'-0" STEEL T-POST, ALL SHALL BE DRIVEN BELOW GRADE AND OUTSIDE ROOTBALL IN UNDISTURBED SOIL PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP, SETTLE SOIL WITH WATER TO FILL ALL AIR POCKETS PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PLAN VIEW - THREE STAKES P R E V A I L I N G W I N D 1 2 3 5 6 ENHANCED BOULDER EDGE SCALE: 1" = 1'-0" AMENDED SOIL, REFER TO LANDSCAPE PLANS MULCH, 4" DEPTH MIN. COLORADO GREEN MOSS ROCK, TYP. BURY TWO-THIRDS OF BASE COURSE FOR STABLE FOUNDATION. NO MORE THAN 12" OF BOULDER SHALL BE VISIBLE ABOVE FINISHED GRADE. COMPACTED CLASS 6 GRAVEL TO PROVIDE STABILITY, COMPACT IN 6" MAXIMUM LIFTS UNDISTURBED SOIL FINISHED GRADE / ADJACENT EDGE TREATMENT, RE: LANDSCAPE AND CIVIL PLAN 1 2 3 4 5 6 NOTES: 1.CONTRACTOR SHALL SUBMIT SMALL SAMPLE OR PHOTOS OF BOULDERS FOR APPROVAL. 2.BOULDERS SHALL BE APPROXIMATELY 24"X24"X36" AVE. 16" - 24" MAXIMUM HEIGHT ABOVE FINISHED GRADE 3 4 6 6" MIN. 5 1 2 7 CONCRETE PAVING SCALE: 1" = 1'-0" NOTES: 1.PROVIDE A 25 SF MOCK-UP OF CONCRETE PAVING FOR EACH FINISH SPECIFIED. MOCK-UP SHALL INCLUDE CONTROL JOINTS. MOCK-UP NOT REQUIRED FOR STANDARD BROOM FINISH. 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT 28 DAYS. 3.EXPANSION JOINTS AT 200' O.C. MAXIMUM OR WHERE NOTED. 4.CONTROL JOINTS SHALL BE SPACED AT APPROXIMATELY 5'-0" - 6'-0" O.C. SECTION ADJACENT LANDSCAPE, REFER TO LANDSCAPE PLANS STANDARD CONCRETE SLAB, REFER TO GEOTECHNICAL REPORT FOR APPROPRIATE THICKNESS AGGREGATE BASE SUBGRADE COMPACTED TO 95% STANDARD PROXY DENSITY EXPANSION JOINT ADJACENT PAVING OR CURB, FLUSH WITH CONCRETE PAVING, REFER TO CIVIL PLANS 1 2 3 4 5 6 4 3 1 2 5 6 1 1/2" 2"8" REFER TO GEOTECHNICAL REPORT FOR THICKNESS 4 05.01.2020 VAN VAN VAN VAN 1. THIS ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADES, UTILITIES, DIMENSIONS AND DETAILS. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION. AS2 AS2 AS2 AS2 AS3 AS3 12' - 0" 12 ' - 0 " CONCRETE SOG PATIO AS1 12 ' - 0 " 6' - 0" 12 ' - 0 " 5' - 2 " PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 2 : 1 4 P M A-001 ARCHITECTURAL SITE PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker1/16" = 1'-0" ARCHITECTURAL SITE PLAN1 NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES AS1 RELOCATED TRASH ENCLOSURE AS2 PARKING SIGNAGE, RE: CIVIL AS3 BOLLARD RE: CIVIL REVISION DATE MAU-1 DOAS-1 T MAU-1 DOAS-1 MAU-1 DOAS-1 UP DN UP 3 A-201 4 A-201 E 1 3 A 3 A-301 3 A-301 D 2 2 A-301 2 A-301 4 C 4 A-310 1 A-301 1 A-301 B A-451 7 A-451 4 1 2 3 A4 A-351 5 A-311 4 A-301 4 A-301 9 A-312 7 A-311 1 A-310 8 MECH CHASE ABOVE CMU BLOCK WALL BELOW MECHANICAL LOUVER; RE: WALL SECTION 33 ' - 2 " 19 ' - 1 1 " 19 ' - 1 1 " 1" / 1 ' - 0 " 1" / 1 ' - 0 " 1" / 1 ' - 0 " 1" / 1 ' - 0 " MECH ROOM B06 TI STORAGE B08 T.O. SLAB 86' - 5" T.O. SLAB 85' - 10" . 86' - 6" A-401 1 THEATER B02 ELECTRICAL B07 LOBBY B01 MEN'S RESTROOM B04 WOMEN'S RESTROOM B05 SHOP/BAR B03 B.O.H. B02A JANITOR B01A 02 B 04 A 05 A 02A 02C 03 A 08 A 06 A 07 A 07 B MECH CONDENSER ROOM B07A ELEVATOR B10 P6 T.O. SLAB 87' - 0" T.O. SLAB 87' - 0" A-411 1 T.O. SLAB 85' - 10" 01B 8" C L R 9' - 10 1/8" 8' - 0 3/4" 1' - 3" CFR3CFR3 CFR3 C6-cs BOH HALL B01B 105 10 4400.1S 10 4400.1S 105 105 105 105 106 107 107 10 4400.05 MECHANICAL WELL MECHANICAL WELL 113 114 117 P6-wsci A-412 4 OPH DN 1 A-201 2 A-201 T.O. PLATFORM 106 3 3/4"5' - 8 5/8" 1' - 0 5 / 8 " 6' - 4 7 / 8 " 8' - 7 " 14 ' - 9 7 / 8 " 11 ' - 1 0 3 / 4 " 12 ' - 0 7 / 8 " 13 ' - 4 5 / 8 " 106 106 108 118 BLOCKOUT TO 9'-0" AFF 6' - 0"13' - 0" 45' - 5"27' - 0"23' - 6" 5 6 105 106 A-412 4 A-412 1 SIM A-411 4 A4 A-351 SIM C4 A-351 2 A-310 105 10 A-312 6 A-311 3 A-310 8 A-312 01A 11 A-313 120 120 120 123 A-356 B3 C3 A-356 ADD 1 C1 A-354 2' - 3 3/4" ADD 1 4' - 5 3/8" ADD 1 STOREFRONTS, CURTAINWALLS, WINDOWS, AND LOUVERS (PREFIXED WITH 'L') DOOR OPENING / BORROWED LIGHT SYSTEM ASSEMBLY TYPE: FLOORS, WALLS, CEILINGS, AND ROOFS FLOOR PLAN: TAG IDENTIFIERS 20 0 A 1 1 1 EQUIPMENT / ACCESSORY / MATERIAL INDENTIFIER (ALSO ON INTERIOR ELEVATIONS) 1. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF SHEATHING/OUTSIDE FACE OF FOUNDATION. 2. INTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE AND FACE OF STUD FRAMING AT NEW CONSTRUCTION AND FACE OF WALL AT EXISTING CONSTRUCTION. 3. PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, CASEWORK AND ACCESSORIES. NO EXCEPTIONS. 4. ALL INTERIOR FRAMED WALL ASSEMBLIES TO BE TYPE P3, UNO. 5. ALL INTERIOR MASONRY WALL ASSEMBLIES TO BE TYPE M8, UNO. 6. ALL INTERIOR FRAMED FURRED WALL ASSEMBLIES TO BE TYPE FR3, UNO. 7. ISOLATE PERIMETER OF NON-BEARING WALL BOARD PARTITIONS ON SLAB ON GRADE AT INTERSECTIONS WITH EXTERIOR WALL AND/OR BEARING WALLS – PROVIDE ¼”SPACE VERTICAL SLIP JOINT TRIM EDGES WITH L-TYPE EDGE TRIM AND SEAL WITH ACOUSTIC SEALANT. 8. LOCATE TYPICAL HINGE SIDE DOOR JAMB 4”FROM FINISH WALL TO EDGE OF DOOR OPENING AT HOLLOW METAL FRAMES. COORDINATE SIZE OF CASING WITH OFFSET FOR WOOD FRAMES TO ENSURE THAT STANDARD CASING CAN BE INSTALLED PRIOR TO SETTING THE FRAME. 9. MAINTAIN A MINIMUM FINISHED CLEARANCE OF 18”TO THE STRIKE SIDE JAMB ON THE PULL SIDE OF ALL PUBLIC ACCESSIBLE DOORS. 10. THEATER SOUND AND LIGHTING SYSTEMS ARE NOT A PART OF THE SCOPE OF THIS PROJECT AND SHALL BE DESIGNED BY TENANT, OR TENANTS ENGINEERS, AFTER CONSTRUCTION OF CORE AND SHELL.TENANT SHALL PROVIDE SYSTEMS COMPLIANT WITH ALL APPLICABLE CODES AND STANDARDS, INCLUDING BUT NOT LIMITED TO ASSISTIVE LISTENING DEVICES. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 0 : 5 8 P M A-090 BASEMENT LEVEL FLOOR PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/4" = 1'-0" BASEMENT PLAN2 SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 10 4400.1S FIRE EXTINGUISHER AND CABINET ASSEMBLY - SEMI-RECESSED TYPE 10 4400.05 FIRE EXTINGUISHER AND WALL MOUNT BRACKET NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 102 METERS AND MECHANICAL EQUIPMENT, RE: MECH, PLUMB, ELECT 105 EXPOSED CONCRETE WALL 106 RE: MEP SHEETS FOR EQUIPMENT LAYOUT 107 MECHANICAL LOUVERS; RE: MECH 108 PLUMB FOR ROUGH IN LOCATIONS 110 FIRE DEPARTMENT CONNECTION 111 PLUMBING PIPE; RE: PLUMB 113 MOP SINK 114 CENTER WALL ON GRIDLINE/COLUMN 115 FLUSH OUT FINISH SURFACE WITH EXTRA LAYER OF SHEATHING THIS SIDE 116 FLUSH OUT EXTERIOR FINISH SURFACE WITH EXTRA 1" OF INSULATION THIS SIDE 117 ALIGN TO BYPASS GYP BD ON SIDE INDICATED BY NOTE 118 AREA FLOOR DRAIN, RE: PLUMB 119 ROOF OVERFLOW DRAIN LAMBSTOUGUE, RE: PLUMB 120 CUSTOM BUILT-IN BOOKCASE. CONTRACTOR TO PROVIDE ALLOWANCE 121 LOW WALL MOUNTED LIGHTS; RE: ELEC 122 EXISTING FYPON COLUMNS BY OWNER 123 CUSTOM BUILT-IN BENCH, CONTRACTOR TO PROVIDE ALLOWANCE ADD 1 REVISION DATE ADDENDUM 1 2020.07.15 DN MM MM DN 2 A-201 3 A-201 4 A-201 E 1 3 A 3 A-301 3 A-301 W5 . 5 - w s W5.5s-ws W5.5-ws W5 . 5 s - w s 8' - 8 3 / 4 " 15 ' - 1 0 1 / 4 " 16 ' - 2 " 12 ' - 4 " 12 ' - 4 " 7' - 7 " GRATE OVER AREA WELL D 2 2 A-301 2 A-301 4 C 4 A-310 1 A-301 1 A-301 MECH CHASE B A-411 5 A-411 1 C6 - c s W5.5s-wsci P6-wsci.1 ELEVATOR B10 10 6 1 A-201 GRATE OVER AREA WELL W1 W1 4' - 5 1 / 2 " 5 A-311 4 A-301 4 A-301 9 A-312 7 A-311 39 ' - 1 0 " 10 4400.05 A-354 A2 95' - 11" SHELL SPACE FOR FUTURE TENTANT DOOR STACK 110 115 116 07 6200.2DS 102 07 6200.2DS 11' - 11 1/2"18' - 0"18' - 0"18' - 0"18' - 0"11' - 11 1/2" 10 ' - 1 1 " 18 ' - 0 " 10 ' - 1 1 " 7' - 3 1/2"20' - 5 1/8" W3W5W5 1 A-310 10 3 10 4 10 2 W2 W2 100 101 10 5 DOOR STACK W3 W4 W4 P6 106 A-354 A1 07 6200.2DS 10 7 W1 2' - 8" BLOCKOUT TO 9'-8" AFF 10' - 0"10' - 10" BLOCKOUT TO 9'-8" AFF 10' - 0"2' - 8" DOOR STACK 111 8"4' - 0 " 119 W4 1' - 1 1 / 4 " EQ 2' - 0"EQ 2 A-310 A1 A-500 10 A-312 21' - 9" P6-ws.1 38' - 5 1/2" 07 6200.2DS 10 9 W6 108 1' - 1 1 / 4 " EQ2' - 0"EQ 6 A-311 5' - 9 " 5' - 9 " 8' - 8" 3 A-310 8 A-312 A-355 B3 SEAT WALL SEAT WALL 8' - 6 3 / 4 " 11 1/2" A-355 B1 A-355 B2 11 A-313 A-356 B1 P8 121 TYP 111111 07 6200.2DS 122 122 B4 A-500 P3 6' - 0 " 1. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF SHEATHING/OUTSIDE FACE OF FOUNDATION. 2. INTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE AND FACE OF STUD FRAMING AT NEW CONSTRUCTION AND FACE OF WALL AT EXISTING CONSTRUCTION. 3. PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, CASEWORK AND ACCESSORIES. NO EXCEPTIONS. 4. ALL INTERIOR FRAMED WALL ASSEMBLIES TO BE TYPE P3, UNO. 5. ALL INTERIOR MASONRY WALL ASSEMBLIES TO BE TYPE M8, UNO. 6. ALL INTERIOR FRAMED FURRED WALL ASSEMBLIES TO BE TYPE FR3, UNO. 7. ISOLATE PERIMETER OF NON-BEARING WALL BOARD PARTITIONS ON SLAB ON GRADE AT INTERSECTIONS WITH EXTERIOR WALL AND/OR BEARING WALLS – PROVIDE ¼”SPACE VERTICAL SLIP JOINT TRIM EDGES WITH L-TYPE EDGE TRIM AND SEAL WITH ACOUSTIC SEALANT. 8. LOCATE TYPICAL HINGE SIDE DOOR JAMB 4”FROM FINISH WALL TO EDGE OF DOOR OPENING AT HOLLOW METAL FRAMES. COORDINATE SIZE OF CASING WITH OFFSET FOR WOOD FRAMES TO ENSURE THAT STANDARD CASING CAN BE INSTALLED PRIOR TO SETTING THE FRAME. 9. MAINTAIN A MINIMUM FINISHED CLEARANCE OF 18”TO THE STRIKE SIDE JAMB ON THE PULL SIDE OF ALL PUBLIC ACCESSIBLE DOORS. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION STOREFRONTS, CURTAINWALLS, WINDOWS, AND LOUVERS (PREFIXED WITH 'L') DOOR OPENING / BORROWED LIGHT SYSTEM ASSEMBLY TYPE: FLOORS, WALLS, CEILINGS, AND ROOFS FLOOR PLAN: TAG IDENTIFIERS 20 0 A 1 1 1 EQUIPMENT / ACCESSORY / MATERIAL INDENTIFIER (ALSO ON INTERIOR ELEVATIONS) PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 3 / 2 0 2 0 6 : 4 5 : 3 2 P M A-100 LEVEL 1 FLOOR PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/4" = 1'-0" LEVEL 1 PLAN1 SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL - DOWNSPOUT ASSEMBLY 10 4400.05 FIRE EXTINGUISHER AND WALL MOUNT BRACKET NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 102 METERS AND MECHANICAL EQUIPMENT, RE: MECH, PLUMB, ELECT 105 EXPOSED CONCRETE WALL 106 RE: MEP SHEETS FOR EQUIPMENT LAYOUT 107 MECHANICAL LOUVERS; RE: MECH 108 PLUMB FOR ROUGH IN LOCATIONS 110 FIRE DEPARTMENT CONNECTION 111 PLUMBING PIPE; RE: PLUMB 113 MOP SINK 114 CENTER WALL ON GRIDLINE/COLUMN 115 FLUSH OUT FINISH SURFACE WITH EXTRA LAYER OF SHEATHING THIS SIDE 116 FLUSH OUT EXTERIOR FINISH SURFACE WITH EXTRA 1" OF INSULATION THIS SIDE 117 ALIGN TO BYPASS GYP BD ON SIDE INDICATED BY NOTE 118 AREA FLOOR DRAIN, RE: PLUMB 119 ROOF OVERFLOW DRAIN LAMBSTOUGUE, RE: PLUMB 120 CUSTOM BUILT-IN BOOKCASE. CONTRACTOR TO PROVIDE ALLOWANCE 121 LOW WALL MOUNTED LIGHTS; RE: ELEC 122 EXISTING FYPON COLUMNS BY OWNER 123 CUSTOM BUILT-IN BENCH, CONTRACTOR TO PROVIDE ALLOWANCE REVISION DATE CO J J J J E 1 3 A 3 A-301 3 A-301 D 2 2 A-301 2 A-301 4 C 4 A-310 1 A-301 1 A-301 B MEN'S RESTROOM B04 WOMEN'S RESTROOM B05 MECH ROOM B06 TI STORAGE B08 THEATER B02 LOBBY B01 ELECTRICAL B07 B.O.H. B02A SHOP/BAR B03 JANITOR B01A PLATFORM B02B MECH CONDENSER ROOM B07A ELEVATOR B10 5 A-311 4 A-301 4 A-301 9 A-312 8'-0" G1 9'-0" G1 7 A-311 155 BOH HALL B01B 155 155 155 155 1 A-310 B1 A-500 B2 A-500 10'-8" C4 160 EQ 36' - 0"EQ 1' - 6 " 9'-6" G1 B3 A-500 6' - 4 7 / 8 " 24 ' - 0 " 7' - 0 5 / 8 " B1 A-500 9'-0" C3 9'-0" C3 9'-0" C1 9'-0" C3 TYP 10'-0" C1 161 2 A-310 10 A-312 6 A-311 3 A-310 8 A-312 11 A-313 9'-10" C3 9'-0" C3 9'-0" C3 163 08 3100.03 B4 A-500 PTI-2 PTI-2 PTI-2 PTI-2 PTI-2 161 11'-8" C3 B1 A-500 C3 A-356 ADD 1 ~ 1' - 8" C1 A-354 ~1 0 " 1' - 8 " PTI-2 166 ADD 1 1. THIS PLAN SHOWS LOCATIONS OF ITEMS IN ARCHITECTURALLY SIGNIFICANT SPACES ONLY. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL PLANS FOR ALL ITEMS NOT SHOWN. 2. CENTER SUSPENDED ACOUSTICAL CEILING GRID BOTH DIRECTIONS IN ROOMS, UNLESS SHOWN OTHERWISE. 3. CENTER ALL CEILING MOUNTED ITEMS LOCATED IN ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN OTHER CEILING MOUNTED FIXTURES, UNO. SPEAKERS, SMOKE DETECTORS AND HEAT DETECTORS MAY BE CENTERED AT ¼ POINT ON ACOUSTICAL PANELS. 4. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO FINISHED FLOOR SLAB BELOW. 5. COORDINATE LIGHTING LAYOUTS IN UTILITY/STORAGE/ELECTRICAL/IDF/MDF ROOMS WITH OVERHEAD PIPING, DUCTS, AND OTHER CEILING SUSPENDED EQUIPMENT. 6. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR DEVICES AND REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT PLACEMENT OF DEVICES WITHIN CEILING GRIDS. 7. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. 8. NOT USED 9. EAVE VENTING TO BE COORDINATED BY THE GC. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION ADD 1 RECESSED LINEAR LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE LUMINAIRE LIGHT FIXTURE CEILING SYMBOLS LEGEND EMERGENCY LINEAR LUMINAIRE LIGHT FIXTURE REFER TO ENGINEERING MECHANICAL, ELECTRICAL, & FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION RECESSED DOWNLIGHT LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE STRIP OR INDUSTRIAL LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE LINEAR LUMINAIRE LIGHT FIXTURE MECHANICAL -SUPPLY DIFFUSER SURFACE DIRECTIONAL LIGHT LUMINAIRE MECHANICAL -RETURN GRILLE RECESSED WALL WASHER LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE STRIP OR INDUSTRIAL EMERGENCY LUMINAIRE LIGHT FIXTURE RECESSED DOWNLIGHT EMERGENCY LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE EMERGENCY LUMINAIRE LIGHT FIXTURE PARTIAL EMERGENCY LINEAR LUMINAIRE LIGHT FIXTURE MECHANICAL -EXHAUST AIR PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 1 : 0 5 P M A-110 BASEMENT LEVEL REFLECTED CEILING PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/4" = 1'-0" BASEMENT1 SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 08 3100.03 CEILING ACCESS DOOR NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 155 EXPOSED STRUCTURE ABOVE 160 SLOPED CEILING. 161 FOAM-IN-PLACE INSULATION, SPEC 07 2119, EXPOSED STRUCTURE ABOVE; THICKNESS TO PROVIDE R-10CI VALUE 162 SIMULATED WOOD BEAM, RECLAIMED MATERIAL FROM DEMOLITION OF CARRIAGE HOUSE 163 DECORATIVE METAL PANEL CEILING TO CONTINUE VERTICAL ALONG THIS WALL 164 COLLECTOR HEAD TO MATCH THE STANLEY CAMPUS 165 BEADBOARD SOFFIT TO MATCH STANLEY CAMPUS 166 EXTENTS OF INSULATION - RE: DETAIL C1/A-354 REVISION DATE ADDENDUM 1 2020.07.15 ADD 1 E 1 3 A 3 A-301 3 A-301 D 2 2 A-301 2 A-301 4 C 4 A-310 1 A-301 1 A-301 B 1' - 4 1/8" 6' - 1 0 " 5 A-311 4 A-301 4 A-301 9 A-312 7 A-311 1' - 4 1/8" 07 6200.2G 07 6200.2DS 8'-0" 1 A-310 4' - 6" 9'-1" C3 FUTURE TI CEILING. SHOWN FOR COORDINATION PURPOSES ONLY 07 7200.04 07 6200.2G 07 6200.2G 07 6200.2DS 07 6200.2G 07 6200.2DS 07 6200.2G 07 6200.2G 155 155 155 155 2 A-310 10 A-312 6 A-311 3 A-310 8 A-312 11 A-313 163 C1 A-500 162 162 07 6200.2DS 07 6200.2DS 07 6200.2DS 164 164 165 165 07 6200.2DS 1. THIS PLAN SHOWS LOCATIONS OF ITEMS IN ARCHITECTURALLY SIGNIFICANT SPACES ONLY. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL PLANS FOR ALL ITEMS NOT SHOWN. 2. CENTER SUSPENDED ACOUSTICAL CEILING GRID BOTH DIRECTIONS IN ROOMS, UNLESS SHOWN OTHERWISE. 3. CENTER ALL CEILING MOUNTED ITEMS LOCATED IN ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN OTHER CEILING MOUNTED FIXTURES, UNO. SPEAKERS, SMOKE DETECTORS AND HEAT DETECTORS MAY BE CENTERED AT ¼ POINT ON ACOUSTICAL PANELS. 4. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO FINISHED FLOOR SLAB BELOW. 5. COORDINATE LIGHTING LAYOUTS IN UTILITY/STORAGE/ELECTRICAL/IDF/MDF ROOMS WITH OVERHEAD PIPING, DUCTS, AND OTHER CEILING SUSPENDED EQUIPMENT. 6. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR DEVICES AND REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT PLACEMENT OF DEVICES WITHIN CEILING GRIDS. 7. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. 8. ALL EXPOSED CEILING STRUCTURE AND DECK TO BE PAINTED, UNO. 9. EAVE VENTING TO BE COORDINATED BY THE GC. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION RECESSED LINEAR LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE LUMINAIRE LIGHT FIXTURE CEILING SYMBOLS LEGEND EMERGENCY LINEAR LUMINAIRE LIGHT FIXTURE REFER TO ENGINEERING MECHANICAL, ELECTRICAL, & FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION RECESSED DOWNLIGHT LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE STRIP OR INDUSTRIAL LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE LINEAR LUMINAIRE LIGHT FIXTURE MECHANICAL -SUPPLY DIFFUSER SURFACE DIRECTIONAL LIGHT LUMINAIRE MECHANICAL -RETURN GRILLE RECESSED WALL WASHER LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE STRIP OR INDUSTRIAL EMERGENCY LUMINAIRE LIGHT FIXTURE RECESSED DOWNLIGHT EMERGENCY LUMINAIRE LIGHT FIXTURE PENDANT OR SURFACE EMERGENCY LUMINAIRE LIGHT FIXTURE PARTIAL EMERGENCY LINEAR LUMINAIRE LIGHT FIXTURE MECHANICAL -EXHAUST AIR PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 3 / 2 0 2 0 6 : 4 7 : 2 6 P M A-120 LEVEL 1 REFLECTED CEILING PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/4" = 1'-0" LEVEL 11 SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL - DOWNSPOUT ASSEMBLY 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL - GUTTER ASSEMBLY 07 7200.04 ROOF HATCH ASSEMBLY NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 155 EXPOSED STRUCTURE ABOVE 160 SLOPED CEILING 161 FOAM-IN-PLACE INSULATION, SPEC 07 2119, EXPOSED STRUCTURE ABOVE; THICKNESS TO PROVIDE R-10CI VALUE 162 SIMULATED WOOD BEAM, RECLAIMED MATERIAL FROM DEMOLITION OF CARRIAGE HOUSE 163 DECORATIVE METAL PANEL CEILING TO CONTINUE VERTICAL ALONG THIS WALL 164 COLLECTOR HEAD TO MATCH THE STANLEY CAMPUS 165 BEADBOARD SOFFIT TO MATCH STANLEY CAMPUS REVISION DATE 1. PROVIDE MANUFACTURED GUTTER AND DOWNSPOUT SYSTEM AND PRECAST CONCRETE SPLASH BLOCK AT ALL STEEP SLOPED ROOF SYSTEM LOCATIONS, UNO. 2. COORDINATE ROOF PENETRATION CURB AND FLASHING REQUIREMENTS WITH ALL AFFECTED TRADES. 3. DIMENSIONS FOR MECHANICAL OPENING SUPPORT ARE BASED UPON INFORMATION PROVIDED BY SPECIFIED ROOF EQUIPMENT. COORDINATE SELECTED MANUFACTURER’S REQUIRED CLEAR OPENING WIDTH FOR ALL ROOFTOP EQUIPMENT WITH MECHANICAL SHOW DRAWINGS. 4. REFER TO MECHANICAL AND PLUMBING PLANS FOR LOCATIONS AND EXTEND OF EXPOSED PIPING ON ROOF. 5. MAINTAIN FIRE-RATING AT MECHANICAL FLUE AND COMBUSTION AIR DUCT PENETRATIONS THROUGH ROOF/CEILING ASSEMBLY AT PLENUMS, RE: MECH. 6. MAINTAIN ALL ROOF DRAINS CLEAN AND FREE-FLOWING DURING AND UPON COMPLETION OF CONSTRUCTION. 7. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND PENETRATIONS. ALL EQUIPMENT PENETRATIONS MAY BE SHOWN ON THIS ROOF PLAN. 8. ALL TAPERED INSULATION TO BE SLOPED TO DRAIN AT 1/4”PER FOOT, UNO. 9. COORDINATE ROOF PENETRATION CURB AND FLASHING REQUIREMENTS WITH ALL AFFECTED TRADES. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION CRICKETS FORMED BY TAPERED INSULATION, SLOPE TO DRAIN, 1/4" PER FOOT, TYP. ROOF PLAN LEGEND: ROOF ASSEMBLY TYPE, RE: G-003R# 2 A-201 3 A-201 4 A-201 E 1 3 A3 A-301 3 A-301 R1 D 2 2 A-301 2 A-301 4 C 4 A-310 ELEVATOR OVERRUN 1 A-301 1 A-301 B 2" / 1 ' - 0 " 1' - 4 1/8"6' - 1 3/4"6' - 11 1/4"10' - 0"6' - 11 1/4"6' - 1 3/4"1' - 4 1/8" R2 1 A-201 A1 A-352 A2 A-352 B1 A-352 5 A-311 4 A-301 4 A-301 9 A-312 7 A-311 T.O. WALL 116' - 9 3/8" T.O. WALL 116' - 9 3/8" 07 7200.04 07 6200.2G R2 07 6200.2DS 07 6200.2G 07 6200.2G 07 6200.2G 07 6200.2G 07 6200.2DS 180 180 180 180180 MA T C H E X I S T I N G S L O P E MATCH EXISTING SLOPE MA T C H E X I S T I N G S L O P E MATCH EXISTING SLOPE NEW ROOF TO MATCH EXISTING SLOPE NEW ROOF TO MATCH EXISTING SLOPE COUNTERSLOPE 1/4" / 1'-0" 1 A-310 R1 R1 R1 R2 1' - 4 1 / 8 " 6' - 1 3 / 4 " 10 ' - 9 1 / 8 " T.O. WALL 116' - 9 3/8" T.O. WALL 116' - 9 3/8" NEW ROOF TO MATCH EXISTING SLOPE PLATFORM HEIGHT TBD 171 172 COUNTERSLOPE 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " SL O P E 1 / 4 " / 1 ' -0" SL O P E 1 / 4 " / 1 ' -0" B2 A-352 2 A-310 10 A-312 07 6200.2DS 6 A-311 1/4" / 1'-0" 7" / 1 ' - 0 " 7" / 1 ' - 0 " 3 A-310 8 A-312 07 6200.2DS 07 6200.2DS 07 6200.2DS 07 6200.2G 11 A-313 07 6200.2DS 07 6200.2DS 07 6200.2DS T.O. WALL 112' - 6" PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 2 : 3 9 P M A-130 OVERALL ROOF PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL - DOWNSPOUT ASSEMBLY 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL - GUTTER ASSEMBLY 07 7200.04 ROOF HATCH ASSEMBLY NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 171 ROOF DRAIN 172 ROOF OVERFLOW DRAIN 180 MECHANICAL EQUIPMENT, RE: MECH 1/4" = 1'-0" ROOF PLAN1 REVISION DATE Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 2 : 4 9 P M A-200 PERSPECTIVES St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker PERSPECTIVE 22 PERSPECTIVE 11 THE PERSPECTIVE VIEWS ON THIS SHEET ARE FOR GENERAL INFORMATION ONLY AND MAY NOT ACCURATELY DEPICT THE FINAL CONFIGURATION REVISION DATE LEVEL 1 100' -0" 1 BASEMENT 87' -0" 3 E1 B.O. (E) TRUSS 112' -1" MECHANICAL WELL MECHANICAL LOUVER; RE: MECH 2 4 1 A-301 1 A-301 MECHANICAL WELL MECHANICAL LOUVER; RE: MECH W1W1 R1 5 A-311 4 A-301 METAL GRATE; RE: STRUCT METAL GRATE; RE: STRUCT 7 A-311 WS 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL -DOWNSPOUT ASSEMBLY B.O. (E) PLATE 111' -9" 101 100 6 A-311 8 A-312 206 206 W1 A-320 B2 212 WOOD BOARD SIDING WOOD BOARD SIDING ADD 1 LEVEL 1 100' -0" E BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" 3 A-301 3 A-301 WOOD MOULDING, TYP AT DOORS AND WINDOWS D 2 A-301 2 A-301 C B WOOD CORNICE, TYP R1 WS 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY W3 W5 1 A-310 B.O. (E) PLATE 111' -9" 103 102104 W4 W4 W5 W3 205 210 2 A-310 211 211 212 LEVEL 1 100' -0" E BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" 3 A-301 3 A-301 D 2 A-301 2 A-301 EXTERIOR STAIR WELL C 4 A-310 B R1 STRUCTURAL POSTS, TYPICAL, RE: STRUCT 9 A-312 02B 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL -DOWNSPOUT ASSEMBLY WSWSWS WS 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL -DOWNSPOUT ASSEMBLY B.O. (E) PLATE 111' -9" 105 FUTURE KNOCKOUT FUTURE KNOCKOUT A-320 A1 FUTURE KNOCKOUT 10 A-312 106 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL -DOWNSPOUT ASSEMBLY R1 210 ADD 1 LEVEL 1 100' -0" 1 BASEMENT 87' -0" 3 B.O. (E) TRUSS 112' -1" 24 1 A-301 1 A-301 4 A-301 R1 WS WS 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY W2W2 B.O. (E) PLATE 111' -9" R1 203 205 A-320 B2 3 A-310 108 W4 W4 WALL CLADDING LEGEND WS -WOOD SIDING -1/2" X 6" WOOD BEVEL SIDING, PTE-1 PAINTWS Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 1 : 3 3 P M A-201 EXTERIOR ELEVATIONS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/8" = 1'-0" EAST ELEVATION4 1/8" = 1'-0" SOUTH ELEVATION1 1/8" = 1'-0" NORTH ELEVATION3 1/8" = 1'-0" WEST ELEVATION2 SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 07 6200.2DS PRE-FINISHED GALVANIZED STEEL SHEET METAL - DOWNSPOUT ASSEMBLY 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL - GUTTER ASSEMBLY NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 203 ROOF OVERFLOW DRAIN LAMBSTOUGUE, RE: PLUMB 205 EXTERIOR LIGHTING; RE: ELEC 206 GAS METER 210 CONCRETE SEAT WALL, RE: CIVIL 211 COLLECTOR HEAD TO MATCH THE STANLEY CAMPUS 212 EXISTING FYPON COLUMNS BY OWNER REVISION DATE ADDENDUM 1 2020.07.15 LEVEL 1 100' -0" 1 BASEMENT 87' -0" 3 B.O. (E) TRUSS 112' -1" 2 1 A-301 1 A-301 4 A-301 THEATER B02 RESTAURANT SEATING 101 PLATFORM B02B A-312 9 A-310 1 OPH B.O. (E) PLATE 111' -9" 5' - 0 " LEVEL 1 100' -0" E BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" 3 A-301 3 A-301 D 2 A-301 2 A-301 B MEN'S RESTROOM B04 WOMEN'S RESTROOM B05 MECH ROOM B06 THEATER B02 SHOP/BAR B03 RESTAURANT SEATING 102 RESTAURANT SEATING 101 A-311 5 A-310 1 B.O. (E) PLATE 111' -9" LEVEL 1 100' -0" 1 BASEMENT 87' -0" 3 B.O. (E) TRUSS 112' -1" 24 1 A-301 1 A-301 4 A-301 4 A-301 TI STORAGE B08 LOBBY 100 RESTAURANT SEATING 101 ELEVATOR B10 MECH ROOM B06 A-310 1A-411 9 B.O. (E) PLATE 111' -9" A-310 4 RESTAURANT SEATING B02C TI STORAGE B08 LEVEL 1 100' -0" E BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" 3 A-301 3 A-301 D 2 A-301 2 A-301 CB 9 A-312 TI STORAGE B08 B.O.H. 104 LOBBY 100 LOBBY B01 ELEVATOR B10 A-411 9 A-311 7 B.O. (E) PLATE 111' -9" 10 A-312 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 4 2 : 5 3 P M A-301 BUILDING SECTIONS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/8" = 1'-0" BUILDING SECTION @ N/S THRU RESTAURANT / EXT STAIR WELL2 1/8" = 1'-0" BUILDING SECTION @ E/W THRU RESTAURANT1 1/8" = 1'-0" BUILDING SECTION @ N/S THRU ELEVATOR / RESTAURANT31/8" = 1'-0" BUILDING SECTION @ E/W THRU ELEVATOR / EXT STAIR WELL4 REVISION DATE LEVEL 1 100' -0" 1 BASEMENT 87' -0" B.O. (E) TRUSS 112' -1" 1/4" / 1'-0" A-351 A1 A-355 C2 B.O. (E) PLATE 111' -9" R1 CFR3 F1 A-353 A1 A-355 A2 A-353 B1 A-356 A1 A-356 C1 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY W5.5-ws ADD 1 ADD 1 LEVEL 1 100' -0" BASEMENT 87' -0" B.O. (E) TRUSS 112' -1" 4 1/4" / 1'-0" A-351 A1 B.O. (E) PLATE 111' -9" KN O C K O U T P A N E L F O R F U T U R E E X P A N S I O N 9' - 8 " F1 CFR3 SIM W5.5s-ws R2 A-351 B1 A-352 B1 A-353 A1 R1W5.5-ws ADD 1 LEVEL 1 100' -0" E BASEMENT 87' -0" B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" A-500 B2 C6-cs A-351 A1 A-355 C3 A-353 A2 R1 A-355 A3F2 CFR3 G1 F1 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY ? ADD 1 ADD 1 LEVEL 1 100' -0" 1 BASEMENT 87' -0" B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" A-351 A1 SIM A-353 A1 A-351 B1 SIM CFR3 FR3 W5.5-ws R1 ROOF PERIMETER DRAIN ROOF DRAIN CLEANOUT WALL MOUNTED EXTERIOR PATH LIGHTING PVC ROOF DRAIN PIPE WRAPPED WITH SOUND INSULATION RE: PLUMB ROOF DOWNSPOUT COLLECTOR HEAD TO MATCH THE STANLEY CAMPUS CLEANOUT FOR ROOF DRAIN; RE: PLUMB LOCATED AT ROOF DRAIN CLEANOUT CEILING ACCESS DOOR08 3100.03 G1 F1 ADD 1 ADD 1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 1 : 4 7 P M A-310 WALL SECTION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/2" = 1'-0" WALL SECTION @ TYPICAL11/2" = 1'-0" WALL SECTION @ EXTERIOR FLAT ROOF4 1/2" = 1'-0" WALL SECTION @ THRU C6-cs3 1/2" = 1'-0" WALL SECTION @ INTERIOR DOWNSPOUT2 REVISION DATE ADDENDUM 1 2020.07.15 LEVEL 1 100' -0" BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" A-352 A3 A-352 B3 CFR3 SIM F1 F2 R1 W5.5s-ws A-351 A1 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY EXISTING FYPON COLUMN BY OWNER (BEYOND) 16" DIAMETER EXISTING COLUMN FROM OWNER'S STOCK. CONTRACTOR TO COORDINATE. A-356 A1 SIM ADD 1 LEVEL 1 100' -0" BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" A-354 B1 A-351 C3 A-355 A1 A-355 C1 A-351 A2 M10 T.O. MASONRY 89' - 5 3/8" F1 F2 W5.5s-ws R1 B.O. (E) PLATE 111' -9" MECHANICAL LOUVER, RE: MECH A-353 A1 08 5200.02 CLAD WOOD WINDOW ASSEMBLY CONCRETE FOUNDATION WALL, RE: STRUCT METAL GRATING ASSEMBLY; RE: STRUC STEEL REMOVABLE BEAM; RE: STRUC MECHANICAL DUCTS, RE: MECH ADD 1 ADD 1 ADD 1 LEVEL 1 100' -0" BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" F1 F2 CONCRETE FOUNDATION WALL, RE: STRUCT W5.5s-ws R1 MECHANICAL LOUVER, RE: MECH A-351 C3 A-355 A1 A-355 C1 A-351 B2 P6-wsci A-351 B3 A-351 A3 F1 F2 A-353 A1 08 5200.02 CLAD WOOD WINDOW ASSEMBLY METAL GRATING ASSEMBLY; RE: STRUC STEEL REMOVABLE BEAM; RE: STRUC 07 2119 SPRAY INSULATION TO MEET R-10 CI REQUIREMENTS ADD 1 ADD 1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 1 : 5 0 P M A-311 WALL SECTION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/2" = 1'-0" WALL SECTION @ THRU SOUTH ENTRY CANOPY6 1/2" = 1'-0" WALL SECTION @ SOUTH MECHANICAL WELL51/2" = 1'-0" WALL SECTION @ NORTH MECHANICAL WELL7 REVISION DATE ADDENDUM 1 2020.07.15 LEVEL 1 100' -0" BASEMENT 87' -0" 3 B.O. (E) TRUSS 112' -1" 4 A-301 B.O. (E) PLATE 111' -9" P6-wsci.1 CFR3 C6-cs R1 SIM A-351 A1 CONCRETE FOUNDATION WALL, RE: STRUC 2" / 1'-0" B.O. SOFFIT 108' - 10" A-413 C2 A-413 C2 9'-6" G1 HOLLOW METAL DOOR / FRAME (HM)08 1113.01 A-500 B2 A-353 B3 CEILING IN TI KITCHEN SCOPE A-353 B2 CAST-IN-PLACE CONCRETE STRUCTURAL FLOOR; RE: STRUC A-356 C2 ADD 1 A-356 A2 LEVEL 1 100' -0" BASEMENT 87' -0" 3 B.O. (E) TRUSS 112' -1" 4 A-301 A-353 B3 A-353 B2 A-351 C2 A-351 B4 P6-wsci.1 CFR3 C6-cs R1 SIM A-351 A1 CONCRETE FOUNDATION WALL, RE: STRUC 2" / 1'-0" B.O. SOFFIT 108' - 10" B.O. (E) PLATE 111' -9" CONCRETE STEM WALL, RE: STRUC MECH EQUIPMENT RE: MECH A-413 C2 A-413 C2 F1 ADD 1 A-354 B2 ADD 2 LEVEL 1 100' -0" BASEMENT 87' -0" A B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" 1/4" / 1'-0" CFR3 SIM F1 F2 W5.5s-ws R1 A-351 A1 A-353 A3 C1 A-353 A-355 C2 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY A-356 A1 SIM Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 7 : 2 2 : 1 2 P M A-312 WALL SECTION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/2" = 1'-0" WALL SECTION @ EXTERIOR STAIR WELL COMPOSITE DECK10 1/2" = 1'-0" WALL SECTION @ EXTERIOR STAIR WELL9 1/2" = 1'-0" WALL SECTION @ THRU NORTH ENTRY CANOPY8 REVISION DATE ADDENDUM 1 2020.07.15 ADDENDUM 2 2020.07.22 2020.07.23 LEVEL 1 100' -0" BASEMENT 87' -0" 3 B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" A-356 C1 A-356 A1 A-353 B1 F1 CFR3 G1 F2 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY R1 A-500 B2 W5.5s-wsci ADD 1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 1 : 5 7 P M A-313 WALL SECTION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/2" = 1'-0" WALL SECTION @ TYPICAL CONTINUOUS INSULATION11 REVISION DATE ADDENDUM 1 2020.07.15 2' - 0"8' - 10 1/4"2' - 6"8' - 10 1/4"2' - 0" 4' - 0 " 2' - 0"8' - 3"2' - 6"7' - 10 1/2"2' - 6"7' - 10 1/2"2' - 6" 4' - 0 " C3 A-320 C4 A-320 C1 A-320 C2 A-320 ALL OPENINGS IN GUARDRAIL ASSEMBLY SHALL PREVENT PASSAGE OF 4" DIAMETER SPHERE, TYP C1 A-320 4' - 0 " 5 1/2" PREFINISHED METAL CAP AND FLASHING, SLOPED TO EDGES, PROVIDE DRIP EDGES, TYP. FOLLOW ASPIRE 1' - 4 1/2" 2' - 9 3 / 4 " 4 1 / 2 " 5 1/2" 3 3 / 4 " 3' - 2 1 / 4 " 2 1/2" 2" 1 1 / 2 " 1 1 / 2 " 1' - 1 1 5 / 8 " 1/ 2 " 7/ 8 " 3/ 4 " 1 1/8" 7/8" 7/8" 5/8" 1 1/8" 1 1/8" 7/8" 1 1/8" 1 1/8" C3 A-320 11 1 / 8 " 2' - 6" 1' - 2 7/8"9 1/8" PARAPET BEYOND 2' - 0 " 2' - 0" 9 1 / 8 " 1' - 2 7 / 8 " Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 3 : 3 1 P M A-320 ENLARGED EXTERIOR ELEVATIONS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1/2" = 1'-0" EXTERIOR ELEVATION @ NORTH - MECHANICAL SCREENA1 1/2" = 1'-0" EXTERIOR ELEVATION @ EAST AND WEST - MECHANICAL SCREENB2 1 1/2" = 1'-0" DETAIL SECTION - EXTERIOR MECH BALUSTERC31 1/2" = 1'-0" DETAIL SECTION - EXTERIOR MECH RAILINGC4 1 1/2" = 1'-0" DETAIL PLAN - EXTERIOR MECH BALUSTERC11 1/2" = 1'-0" DETAIL PLAN - EXTERIOR MECH CORNER BALUSTERC2 TYPICAL NOTES FOR MECHANICAL ROOF WELL RAILINGS: 1. FOLLOW THE ASPIRE ON THE STANLEY CAMPUS 2. ALL WOOD MEMBERS TO BE CEDAR OR TREATED UNO. 3. ALL EXPOSED WOOD SURFACES TO BE SEALED, PRIMED AND PAINTED, UNO 4. PROVIDE SEALANT AT ALL CONNECTIONS REVISION DATE RE : S T R U C T U R A L RE: STRUCTURAL GEOTEXTILE FABRIC ADHERED TO INSULATION. PERFORATED PIPE, 1/8" PER FOOT SLOPE MIN. FOUNDATION RE: STRUCTURAL 9"7" EXTRUDED POLYSTYRENE INSULATION WITH DRAINAGE CHANNELS ADHERED TO WATERPROOFING MEMBERANE GRID 6" MIN 4" 1 3/8" 9" MIN 3" BASEMENT 87'-0" 20 MIL HDPE MEMBRANE W/ WELDED SEAMS; EXTEND UNDER DRAIN TO LINE TRENCH. 1/4"X1-1/2" STAINLESS STEEL TERMINATION BAR; FASTEN AT 12" O.C. 60 MIL DAMPPROOFING MEMBRANE LAPPED OVER SHEET MEMBRANE FLASHING AND HDPE MEMBRANE 18" WIDE 40 MIL SELF-ADHERED MEMBRANE FLASHING LAPPED OVER TERMINATION BAR F1 VAPOR BARRIER CAST IN PLACE CONCRETE WALL RE: STRUC T.O. STEM WALL RE: STRUC PRECAST CONCRETE WALL CAP DRIP EDGE METAL FLOORING GRATING ASSEMBLY RE: STRUC SEAT SUPPORT ANGLE & CONNECTION BY PRECASTER SIDEWALK; RE: CIVIL 4" 1' - 6" 1" CONCRETE WALL RE: STRUC 07 4623.03 BATTEN STRIPS WOOD BOARD SIDING SYSTEM07 4623.01 WOOD BLOCKING/NAILER/SUPPORT06 1000.03 WOOD CAP TO MATCH ASPIRE ROOFTOP, PAINT STANLEY CAMPUS RED BASEMENT 87' -0" A F1 M10 MECHANICAL LOUVER: RE: MECH CONCRETE PAVING; RE: STRUCT GROUT SOLID PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 AIR BARRIER -SHEET TYPE07 2500.10 WOOD BOARD SIDING SYSTEM07 4623.01 PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 LEVEL 1 100' -0" 3 CFR3 F2 P6-wsci.1 07 2500.10 AIR BARRIER -SHEET TYPE 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 4623.01 WOOD BOARD SIDING SYSTEM -TRIM BOARD 07 2500.10 AIR BARRIER -SHEET TYPE BASEMENT 87' -0" F1 F1 P6 09 2116.1C METAL FURRING HAT CHANNEL 09 2116.09 GYPSUM BOARD, RE: SPECS FOR TYPE LEVEL 1 100' -0" A METAL GRATE RE: STRUC FOUNDATION WALL RE: STRUC PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 MECHANICAL LOUVER RE: MECH W5.5s-ws F2 WEATHER BARRIERS07 2500 07 2119 SPRAY INSULATION TO MEET R-10 CI REQUIREMENTS ADD 1 LEVEL 1 100' -0" F2 P6-wsci 07 2119 SPRAY INSULATION TO MEET R-10 CI REQUIREMENTS BASEMENT 87' -0" P6-wsci F1 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 2500.10 AIR BARRIER -SHEET TYPE LEVEL 1 100' -0" 4 SIDEWALK RE: CIVIL PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 WEATHER BARRIERS07 2500 F2 CFR3 W5.5s-ws PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 ADD 1 BASEMENT 87' -0" D F1 F1 P6 4" 09 2116.1C METAL FURRING HAT CHANNEL GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 RECLAIMED DIAGONAL BOARDS FROM DEMOLITION OF CARRIAGE HOUSE THIS WALL LEVEL 1 100' -0" 4 SIDEWALK RE: CIVIL PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 WEATHER BARRIERS07 2500 W5.5s-ws F2 CFR3 VAPOR RETARDER07 2100.31 POLYISOCYANURATE BOARD INSULATION07 2100.03 PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 2 : 0 8 P M A-351 EXTERIOR DETAILS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1 1/2" = 1'-0" DETAIL @ FOUNDATIONA1 1 1/2" = 1'-0" DETAIL @ AREA WELL GRATE CONNECTIONC3 1 1/2" = 1'-0" DETAIL @ EXT CONC STAIR PARTIAL WALLC2 1 1/2" = 1'-0" DETAIL @ AREA WELL CMU WALLA2 1 1/2" = 1'-0" DETAIL @ TRANSITION C6-cs TO W6-ws.1B4 1 1/2" = 1'-0" DETAIL @ FND FLOOR CHANGEA4 1 1/2" = 1'-0" DETAIL @ AREA WELL FOUNDATIONB21 1/2" = 1'-0" DETAIL @ AREA WELL P6-ws TO F2B3 1 1/2" = 1'-0" DETAIL @ AREA WELL P6-wsA3 1 1/2" = 1'-0" DETAIL @ BOTTOM OF WALLB1 1 1/2" = 1'-0" DETAIL @ FND FLOOR CHANGE THEATHERC4 1 1/2" = 1'-0" DETAIL @ BOTTOM OF WALL C.I.C1 REVISION DATE ADDENDUM 1 2020.07.15 R2.1 M8.2 PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 JOINT SEALANTS07 9200 FR3 07 5400.03 VAPOR RETARDER THERMOPLASTIC MEMBRANE ROOFING SYSTEM07 5400.01 GLASS-MAT-FACED PARAPET SHEATHING BOARD09 2116.34 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT B.O. (E) TRUSS 112' -1" R1 THERMOPLASTIC MEMBRANE ROOFING SYSTEM07 5400.01 WRAP BEAM WITH RECLAIMED DIAGONAL SHEATHING BEAMS; RE: STRUC ORIENTED STRAND BOARD WALL SHEATHING06 1000.17 VAPOR RETARDER07 5400.03 GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 07 2100.20 GLASS FIBER BATT INSULATION WEATHER BARRIER07 3113.03 PRE-FINISHED GALVANIZED STEEL SHEET METAL -COPING07 6200.2C WOOD TRUSS BEYOND; RE: STRUC R2 B.O. (E) TRUSS 112' -1" R1 W5.5-ws STRUCTURAL JOIST, RE: STRUC 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 9200 JOINT SEALANTS 07 5400.20 TERMINATION BAR 07 5400.17 REGLET DEVICE 8" M I N SIM 07 5400.03 VAPOR RETARDER 07 6200.2C PRE-FINISHED GALVANIZED STEEL SHEET METAL -COPING A-320 C4 07 2100.31 VAPOR RETARDER 07 5400.01 THERMOPLASTIC MEMBRANE ROOFING SYSTEM 07 2500.10 AIR BARRIER -SHEET TYPE B.O. (E) TRUSS 112' -1" R1 W5.5-ws STRUCTURAL JOIST, RE: STRUC 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 9200 JOINT SEALANTS 07 5400.20 TERMINATION BAR 07 5400.17 REGLET DEVICE 8" M I N SIM 07 5400.03 VAPOR RETARDER 07 6200.2C PRE-FINISHED GALVANIZED STEEL SHEET METAL -COPING A-320 C3 07 5400.01 THERMOPLASTIC MEMBRANE ROOFING SYSTEM 07 2100.31 VAPOR RETARDER 06 1000.17 ORIENTED STRAND BOARD WALL SHEATHING 07 2500.10 AIR BARRIER -SHEET TYPE A B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" R1 W5.5s-ws 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 3113.02 ROOF UNDERLAYMENT 07 3113.03 WEATHER BARRIER 07 4623.05 WOOD BOARD SOFFIT PANEL 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY 07 5400.07 COVER BOARD 07 5400.01 THERMOPLASTIC MEMBRANE ROOFING SYSTEM 07 5400.06 POLYISOCYANURATE BOARD INSULATION ADD 2 WOOD FASIA PACKED INSULATION (SPRAY OR MINERAL WOOL AT R-20 MIN) B.O. (E) PLATE 111' -9" 07 4623.05 WOOD BOARD SOFFIT PANEL07 4623.05 WOOD BOARD SOFFIT PANEL 06 1000.14 WOOD PANEL WALL SHEATHING 07 6200.2C PRE-FINISHED GALVANIZED STEEL SHEET METAL -COPING 07 5400.07 COVER BOARD 07 5400.01 THERMOPLASTIC MEMBRANE ROOFING SYSTEM 06 1000.01 WOOD STUD FRAMING 07 5400.06 POLYISOCYANURATE BOARD INSULATION Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 8 : 0 2 : 3 4 P M A-352 EXTERIOR DETAILS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1 1/2" = 1'-0" DETAIL @ ELEVATOR/ FLAT ROOF ASSEMBLYA11 1/2" = 1'-0" DETAIL @ EXISTING ROOF/ FLAT ROOF ASSEMBLYA2 1 1/2" = 1'-0" DETAIL @ FLAT/ SLOPED ROOF ASSEMBLYB11 1/2" = 1'-0" DETAIL @ FLAT/ SLOPED ROOF ASSEMBLY1B2 1 1/2" = 1'-0" DETAIL @ EXISTING ROOF TO LOW SLOPE ROOF CANOPYA3 1 1/2" = 1'-0" DETAIL @ LOW SLOPE ROOF CANOPY EDGEB3 REVISION DATE ADDENDUM 2 2020.07.22 2020.07.23 WEATHER BARRIER07 3113.03 PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY07 6200.2G BEAM, RE: STRUC WOOD BOARD SOFFIT PANEL07 4623.05 WOOD BOARD FASIA PANEL07 4623.06 ROOF UNDERLAYMENT07 3113.02 ASPHALT SHINGLE SYSTEM07 3113.01 ROOF WOOD FRAMING, RE: STRUC PLYWOOD -BLOCKING / NAILER06 1000.19 3 B.O. (E) TRUSS 112' -1" R1 P6-wsci.1 P6-wsci.1 07 4623.05 WOOD BOARD SOFFIT PANEL 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 3113.02 ROOF UNDERLAYMENT 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.05 WOOD BOARD SOFFIT PANEL 07 4623.06 WOOD BOARD FASIA PANEL 07 3113.03 WEATHER BARRIER 1/ 2 " 07 3113.02 ROOF UNDERLAYMENT PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 AIR BARRIER -SHEET TYPE07 2500.10 06 1000.19 PLYWOOD -BLOCKING / NAILER 07 3113.01 ASPHALT SHINGLE SYSTEM ROOF WOOD FRAMING, RE: STRUC 1 B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" W5.5-ws R1 1/ 2 " B.O. SOFFIT 111' - 3 1/2" 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 3113.02 ROOF UNDERLAYMENT 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.05 WOOD BOARD SOFFIT PANEL 07 4623.06 WOOD BOARD FASIA PANEL 07 3113.03 WEATHER BARRIER 07 2100.31 VAPOR RETARDER ADD 2 WOOD FASIA PACKED INSULATION (SPRAY OR MINERAL WOOL AT R-20 MIN) E B.O. (E) TRUSS 112' -1" 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 3113.02 ROOF UNDERLAYMENT 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.05 WOOD BOARD SOFFIT PANEL 07 4623.06 WOOD BOARD FASIA PANEL 07 3113.03 WEATHER BARRIER C6-cs R1 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY ADD 2 WOOD FASIA PACKED INSULATION (SPRAY OR MINERAL WOOL AT R-20 MIN) B.O. (E) TRUSS 112' -1" 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 3113.02 ROOF UNDERLAYMENT 07 4623.05 WOOD BOARD SOFFIT PANEL 07 4623.06 WOOD BOARD FASIA PANEL 07 3113.03 WEATHER BARRIER 1' - 0" A B.O. (E) TRUSS 112' -1" W5.5s-ws 07 5400.06 POLYISOCYANURATE BOARD INSULATION 07 4623.05 WOOD BOARD SOFFIT PANEL 06 1000.01 WOOD STUD FRAMING 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.06 WOOD BOARD FASIA PANEL 07 3113.01 ASPHALT SHINGLE SYSTEM 07 3113.03 WEATHER BARRIER 07 3113.02 ROOF UNDERLAYMENT 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 06 1000.13 WOOD PANEL ROOF SHEATHING 07 2100.31 VAPOR RETARDER 1 B.O. (E) TRUSS 112' -1" B.O. (E) PLATE 111' -9" W5.5-ws R1 1/ 2 " B.O. SOFFIT 111' - 3 1/2" 07 6200.2G PRE-FINISHED GALVANIZED STEEL SHEET METAL -GUTTER ASSEMBLY 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 3113.02 ROOF UNDERLAYMENT 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.05 WOOD BOARD SOFFIT PANEL 07 4623.06 WOOD BOARD FASIA PANEL 07 3113.03 WEATHER BARRIER ADD 2 WOOD FACIA PACKED INSULATION (SPRAY OR MINERAL WOOL AT R-20 MIN) Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 8 : 0 1 : 4 0 P M A-353 EXTERIOR DETAILS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1 1/2" = 1'-0" DETAIL @ EXT STAIR ROOF ASSEMBLYB21 1/2" = 1'-0" DETAIL @ EXISTING ROOF/ SLOPED ROOF ASSEMBLYB3 1 1/2" = 1'-0" DETAIL @ ROOF ASSEMBLY / TOP OF WALLA11 1/2" = 1'-0" DETAIL @ ROOF ASSEMBLY / TOP OF CONCRTE WALLA2 1 1/2" = 1'-0" DETAIL @ ROOF ASSEMBLY RAKE EAVEC1 1 1/2" = 1'-0" DETAIL @ ROOF ASSEMBLY RAKEA3 1 1/2" = 1'-0" DETAIL @ ROOF ASSEMBLY / TOP OF WALL C.I.B1 REVISION DATE ADDENDUM 2 2020.07.22 2020.07.23 E 3 C6 - c s W5.5s-wsciMITER CORNERS, REINFORCED AS REQUIRED 3 W5.5s-wsci P6-wsci.1 LEVEL 1 100' -0" A FOUNDATION WALL RE: STRUCT W5.5s-ws F2 CFR3 PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 METAL GRATE, RE: STRUC WEATHER BARRIERS07 2500 WEATHER BARRIERS07 2500 MECHANICAL LOUVER: RE: MECH PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 WOOD BOARD SIDING SYSTEM07 4623.01 POLYISOCYANURATE BOARD INSULATION07 2100.03 WEATHER BARRIERS07 2500 ADD 1 D Level 1 100' -0" D Level 1 100' -0" D Level 1 100' -0" D Level 1 100' -0" D METAL STUD FRAMING (NLB)09 2116.01 GYPSUM BOARD, RE: SPECS FOR TYPE09 2116.09 POLYISOCYANURATE BOARD INSULATION07 2100.03 R-10 WRAP TRIANGULAR SIDE OF STAIR ENCLOSURE AT LOBBY WITH SIMILAR ASSEMBLY CONTINUE INSULATION AS SHOWN ON RCP 1 1 / 2 " ADD 1 3 STAIR, RE: STRUC C6-cs ADD 2 07 2100.02 EXTRUDED POLYSTYRENE BOARD INSULATION 07 1200.01 BUILT-UP BITUMINOUS DAMPPROOFING -HOT ASPHALTIC TYPE PRE-FINISHED GALVANIZED STEEL SHEET METAL07 6200.02 CONTINUE INSULATION AND WEATHER BARRIER ON TOP OF SUPPORT ANGLE. PROVIDE NEOPRENE WASHERS AT POINTS OF CONNECTION. PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 7 : 2 2 : 1 3 P M A-354 EXTERIOR DETAILS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1 1/2" = 1'-0" DETAIL @ OUTSIDE CORNER OF C6-cs AND W5.5-wsA2 1 1/2" = 1'-0" DETAIL @ W5.5-ws to P6-ws.1 TRANSITIONA1 1 1/2" = 1'-0" DETAIL @ AREA WELL FOUNDATION CONNECTIONB1 ADD 1 REVISION DATE ADDENDUM 1 2020.07.15 ADDENDUM 2 2020.07.22 1/2" = 1'-0" CONTINUOUS INSULATION BELOW EXTERIOR STAIRC1 1 1/2" = 1'-0" CONTINUOUS INSULATION AT STAIRB2 2020.07.23 W5.5s-ws GRID 08 5200.02 CLAD WOOD WINDOW ASSEMBLY WINDOW CASING (BY TI ARCHITECT) EDGE OF WALL BEYOND 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 9200.01 SEALANT CONTRACTOR TO COORDINATE THE INSTALLATION OF POLYISO INSULATION UPON THE INSTALLATION OF WINDOWS/DOORS 07 2100.31 VAPOR RETARDER W5.5s-ws GRID WINDOW CASING (BY TI ARCHITECT) EDGE OF WALL BEYOND 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 9200.01 SEALANT 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 08 5200.02 CLAD WOOD WINDOW ASSEMBLY 07 2100.31 VAPOR RETARDER 07 2500.10 AIR BARRIER -SHEET TYPE 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.01 WOOD BOARD SIDING SYSTEM W5.5-ws GRID WINDOW CASING (BY TI ARCHITECT) 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY EDGE OF WALL BEYOND 07 9200.01 SEALANT 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 9200.01 SEALANT 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 4623.01 WOOD BOARD SIDING SYSTEM 07 2500.10 AIR BARRIER -SHEET TYPE 07 2500.10 AIR BARRIER -SHEET TYPE E C6-cs EDGE OF WALL BEYOND 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 4623.03 BATTEN STRIPS 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.01 WOOD BOARD SIDING SYSTEM INTERIOR FINISHES BY TI ARCHITECT ANCHOR BY FOLDING GLASS MANUFACTURER 07 2500.10 AIR BARRIER -SHEET TYPE 07 9200.01 SEALANT 06 1000.01 WOOD STUD FRAMING 08 5113.01 ALUMINUM WINDOW E C6-cs 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 9200.01 SEALANT INTERIOR FINISHES BY TI ARCHITECT ANCHOR BY FOLDING GLASS MANUFACTURER 08 5113.01 ALUMINUM WINDOW 06 1000.01 WOOD STUD FRAMING 07 2500.10 AIR BARRIER -SHEET TYPE LEVEL 1 100' -0" E F2 C6-cs EDGE OF WALL BEYOND 1 3/4" NOTCH IN FOUNDATION WALL 08 5113.01 ALUMINUM WINDOW 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT HOLD CONCRETE SLAB FROM BUILDING FOUNDATION TO ALLOW DRAINAGE FROM ALUMINUM WINDOW SILL 1/4" NOTE: ALIGN ALUMINUM WINDOW WITH OUTSIDE FACE OF FOUNDATION WALL CONCRETE SLAB RE: CIVIL 07 2100.03 POLYISOCYANURATE BOARD INSULATION WATERPROOFING MEMBRANE 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL ADD 1 W5.5s-ws GR I D 07 9200.01 SEALANT WINDOW CASING (BY TI ARCHITECT) 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 08 5200.02 CLAD WOOD WINDOW ASSEMBLY 07 2500 WEATHER BARRIERS 07 4623.01 WOOD BOARD SIDING SYSTEM W5.5-ws GR I D 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY 07 9200.01 SEALANT07 9200.01 SEALANT WINDOW CASING (BY TI ARCHITECT) 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 2500 WEATHER BARRIERS 6 5/8" LEVEL 1 100' -0" CONCRETE SLAB RE: CIVIL CFR3 GRID EDGE OF WALL BEYOND 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL ADD 1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 2 : 2 8 P M A-355 EXTERIOR DETAILS -HEAD, JAMB, SILL St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 3" = 1'-0" DETAIL @ WINDOW SILLA1 3" = 1'-0" DETAIL @ WINDOW HEADERC13" = 1'-0" DETAIL @ MULTI-PANEL WINDOW HEADERC23" = 1'-0" DETAIL @ FOLDING GLASS WALL HEADERC3 3" = 1'-0" DETAIL @ FOLDING GLASS WALL JAMBB3 3" = 1'-0" DETAIL @ FOLDING GLASS WALL SILLA3 3" = 1'-0" DETAIL @ WINDOW JAMBB13" = 1'-0" DETAIL @ MULTI-PANEL WINDOW JAMBB2 3" = 1'-0" DETAIL @ MULTI-PANEL FIXED DOORA2 ADD 1 REVISION DATE ADDENDUM 1 2020.07.15 LEVEL 1 100' -0" CONCRETE SLAB RE: CIVIL F2 CFR3 GRID EDGE OF WALL BEYOND 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY 07 2100.03 POLYISOCYANURATE BOARD INSULATION WATERPROOFING MEMBRANE 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL ADD 1 GR I D 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY 07 9200.01 SEALANT 07 9200.01 SEALANT WINDOW CASING (BY TI ARCHITECT) 07 4623.01 WOOD BOARD SIDING SYSTEM 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 2500.10 AIR BARRIER -SHEET TYPE CONTRACTOR TO COORDINATE THE INSTALLATION OF POLYISO INSULATION UPON THE INSTALLATION OF WINDOWS/DOORS W5.5s-wsci GRID WINDOW CASING (BY TI ARCHITECT) 08 5200.03 CLAD WOOD DOOR AND FRAME ASSEMBLY EDGE OF WALL BEYOND 07 9200.01 SEALANT 06 1000.03 WOOD BLOCKING/NAILER/SUPPORT 07 9200.01 SEALANT 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 2500.10 AIR BARRIER -SHEET TYPE 07 4623.01 WOOD BOARD SIDING SYSTEM CONTRACTOR TO COORDINATE THE INSTALLATION OF POLYISO INSULATION UPON THE INSTALLATION OF WINDOWS/DOORS 07 2500.10 AIR BARRIER -SHEET TYPE TRIM, GC TO COORDINATE AVAILABLE STOCK PROFILES WITH ARCHITECTECT PRIOR TO PROCUREMENT W5.5s-wsci 3 TRIM AS SELECTED BY THE OWNER, FOLLOW MFR INSTRUCTIONS FOR ATTACHMENT AND SEALING P6-wsci.1 EXTEND DRYWALL AND SHEATHING (OPH) AS RECOMMENDED BY MFR 08 1113.01 HOLLOW METAL DOOR / FRAME (HM) INSULATE HM FRAME AND ADJACENT STUD CAVITY AT HEAD AND JAMB WITH BATT OR SPRAY INSULATION TO PREVENT THERMAL BRIDGING 1/ 2 " 6" 5/ 8 " EDGE OF SLAB BELOW 3 TRIM AS SELECTED BY THE OWNER, FOLLOW MFR INSTRUCTIONS FOR ATTACHMENT AND SEALING 08 1113.01 HOLLOW METAL DOOR / FRAME (HM) INSULATE HM FRAME AND ADJACENT STUD CAVITY AT HEAD AND JAMB WITH BATT OR SPRAY INSULATION TO PREVENT THERMAL BRIDGING RECLAIMED WOOD CLADDING 10 " CFR3 EDGE OF SLAB BELOW 3 08 1113.01 HOLLOW METAL DOOR / FRAME (HM) INSULATE HM FRAME AND ADJACENT STUD CAVITY AT AT HEAD AND JAMB WITH BATT OR SPRAY INSULATION TO PREVENT THERMAL BRIDGING P6-wsci.1 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 07 2500.10 AIR BARRIER -SHEET TYPE TRIM, GC TO COORDINATE AVAILABLE STOCK PROFILES WITH ARCHITECTECT PRIOR TO PROCUREMENT 07 9200.01 SEALANT07 9200.01 SEALANT 3 TRIM AS SELECTED BY THE OWNER, FOLLOW MFR INSTRUCTIONS FOR ATTACHMENT AND SEALING INSULATE HM FRAME AND ADJACENT STUD CAVITY AT HEAD AND JAMB WITH BATT OR SPRAY INSULATION TO PREVENT THERMAL BRIDGING RECLAIMED WOOD CLADDING C6-cs C6-cs 07 2500.10 AIR BARRIER -SHEET TYPE 07 6200.02 PRE-FINISHED GALVANIZED STEEL SHEET METAL 08 1113.01 HOLLOW METAL DOOR / FRAME (HM) LEVEL 1 100' -0" 3 INSULATE DISCONTINUED SLAB BELOW HM FRAME THRESHOLD WITH BATT OR SPRAY INSULATION TO PREVENT THERMAL BRIDGING Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 7 : 2 2 : 1 8 P M A-356 EXTERIOR DETAILS -HEAD, JAMB, SILL St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 3" = 1'-0" DETAIL @ MULTI-PANEL FIXED DOOR C.I.A1 3" = 1'-0" DETAIL @ MULTI-PANEL WINDOW JAMB C.I.B1 3" = 1'-0" DETAIL @ MULTI-PANEL WINDOW HEADER C.I.C1 3" = 1'-0" EXTERIOR HM DOOR AT METAL STUD WALLB2 3" = 1'-0" HM DOOR FRAME AT CONCRETE WALL - PLANB3 3" = 1'-0" EXTERIOR HM DOOR AT METAL STUD WALL - SECTIONC2 3" = 1'-0" HM DOOR FRAME AT BASEMENT - SECTIONC3 ADD 1 REVISION DATE ADDENDUM 1 2020.07.15 ADDENDUM 2 2020.07.22 3" = 1'-0" EXTERIOR HM DOOR THRESHOLDA2 ADD 2 2020.07.23 L-1 TMV-1 TMV-1 1. REFER TO REFLECTED CEILING PLANS FOR WALL OPENINGS AT OR ABOVE 4’–0”AFF. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION 1 2 B A-401 A-401 2 3 MEN'S RESTROOM B04 WOMEN'S RESTROOM B0504 A 05 A P6 FR3 FR 6 FR 6 4' - 9 3/8"3' - 8 5/8" 8' - 4 3/4"1' - 6 1/4"8' - 4" 18' - 3" 3' - 2 1/8" 5' - 2 5 / 8 " 2' - 1 1 7 / 8 " 3' - 0 " 3' - 0 " 3 4 3 4 3 4 3 4 8 8 3' - 0 " 3' - 0 " 2' - 1 1 7 / 8 " 5' - 2 5 / 8 " 4 4 8 8 1 4 6 5 01A 2 2 2 2 9 9 7 A-401 4 8 8 KNEE PROTECTION 401A SOLID PLASTIC TOILET COMPARTMENTS10 2113.05 22 5 5 7 A-401 TW-1 3343 88 KNEE PROTECTION3444 5 5 5 5 2 2 SOLID PLASTIC TOILET COMPARTMENTS10 2113.05 7 A-401 TW-1 48 " M A X 40 " M A X 24 " S T D 17 " MA X A D A MA X 12 " 18" MIN 34 " M A X 15" MIN URINAL PARTITION WHERE OCCURS 27 " M I N ACCESSIBLE SINK BOWL 6 1/2" DEEP COUNTER WHERE OCCURS WALL HUNG URINAL ACCESSIBLE [FIGURE 605.2] LAVATORY SINK* ACCESSIBLE [FIGURE 606.3] PAPER TOWEL ACCESSIBLE [FIGURE 308.2.1] MIRROR ACCESSIBLE * TOP OF SINK RIM OR TOP OF COUNTER SURFACE 34" MAX NOTE: PROVIDE FRT WOOD BLOCKING AT ALL WALL MOUNTED ACCESSORIES TOILET AND BATH ACCESSORIES BOTTOM OF REFLECTIV E SURFACE 6" MIN GRAPHICS FROM ANSI STANDARD ACCESSIBLE AND USEABLE BUILDINGS AND FACILITES (ICC A117.1-2009) 60 " M I N MIN 11" 9" M I N 48 " M A X TOILET SEAT COVER DISPENSER CLR TOILET PARTITION WHERE OCCURS 42" MIN 12" MAX 6"36" MIN 16" - 18" 33 " - 3 6 " 17 " - 1 9 " 1 1/2" DIA GRAB BAR WITH 1 1/2" GAP FROM WALL CLR 60" MIN MI N 9" 6" MIN TOE SPACE 9" M I N 6" SIDE WALL ACCESSIBLE WATER CLOSET [FIGURE 604.5.1] [FIGURE 604.4] [FIGURE 604.7 (a)] REAR WALL ACCESSIBLE WATER CLOSET [FIGURE 604.5.2] 39" - 41" 39 " - 4 1 " 18 " M I N 12" MIN 24" MIN RECESSED DISPENSER OUTLET LOCATION [FIGURE 604.7(c)] PROTRUDING DISPENSER OUTLET LOCATION [FIGURE 604.7(a) BELOW GRAB BAR] 24" MIN 42" MAX 18 " M I N 36" MAX 48 " M A X 24" MIN 42" MAX 18 " M I N 1 1 / 2 " M I N 33 " - 3 6 " 17 " - 1 9 " TOILET PARTITION WHERE OCCURS TOILET PARTITION WALL LOCATIONS 60" MIN @ FLOOR-MOUNTED TOILET 56" MIN @ WALL-HUNG TOILET A4 A-351 C4 A-351 6' - 6 " 9 TW-1 TW-1 7 TW-1 BASEMENT 87' -0" 27 " M I N 9" M I N 6" MAX11" MIN 8" MIN 34 " M A X SINK, RE: PLUMB WASTE PIPE WITH KNEE PROTECTION, RE: PLUMB EDGE OF WALL CUSTOM METAL WALL MOUNTED SINK BASE OUTLINE OF REQUIRED ADA CLEARANCES 1" 3/4"3/4" Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 4 1 : 3 4 P M A-401 LARGE SCALE FLOOR TOILET PLANS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 10 2113.05 SOLID PLASTIC TOILET COMPARTMENTS 1/4" = 1'-0" ENLARGED FLOOR PLAN- RESTROOMS11/4" = 1'-0" INTERIOR ELEVATION- MEN'S RESTROOM2 1/4" = 1'-0" INTERIOR ELEVATION- WOMEN'S RESTROOM3 BATH ACCESSORIES Type Mark Description Manufacturer Model Comments 1 RECESSED PAPER TOWEL DESPENSER AND WASTE RECEPTACLE AMERICAN SPECIALTIES, INC. 6462-41 2 SURFACE MOUNTED AUTOMATIC SOAP DISPENSER AMERICAN SPECIALTIES, INC. 0362-41 MATTE BLACK 3 SANITARY NAPKIN DISPOSAL AMERICAN SPECIALTIES, INC.20852 CONTRACTOR TO POWDER COAT BLACK 4 SURFACE MOUNTED TWIN-A-ROLL TOILET TISSUE DISPENSER AMERICAN SPECIALTIES, INC. 0030 CONTRACTOR TO POWDER COAT BLACK 5 RECESSED TOILET SEAT COVER DISPENSER AMERICAN SPECIALTIES, INC. 6477 CONTRACTOR TO POWDER COAT BLACK 7 SURFACE MOUNTED BABY CHANGING STATION FOUNDATIONS 200-EH-03 STAINLESS AND BLACK 8 MIRROR ASPIRE HOME ACCENTS 4882 BLACK TRIM 9 MIRROR SHADES OF LIGHT WAREHOUSE FULL LENGTH MW19150 BLACK TRIM NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 232 MECHANICAL DUCT RE; MECH 238 COVE LIGHTING BEYOND; RE: ELEC 239 RECLAIMED DIAGONAL BOARDS FROM DEMOLITION OF CARRIAGE HOUSE THIS WALL 1/4" = 1'-0" INTERIOR ELEVATION- RESTROOM OPPOSITE WET WALL4 1/4" = 1'-0" INTERIOR ELEVATION- RESTROOM - NORTH5 1/4" = 1'-0" INTERIOR ELEVATION- RESTROOM - SOUTH6 3/4" = 1'-0" DETAIL SECTION OF RESTROOM SINK BASE7 SINK BASE PERSPECTIVE8 REVISION DATE MSB-1 UP DN DN MM MM 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 7 8 9 10 11 12 1. REFER TO REFLECTED CEILING PLANS FOR WALL OPENINGS AT OR ABOVE 4’–0”AFF. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION C 7 A-411 9 A-411 8 A-411 UNCOCCUPIED SPACE UNDER STAIR LANDING M8.2M8 . 2 S6 . 2 ELEVATOR B10 EXTENT OF S6.2 - 8'-3" TALL 6' - 0" CLR 8' - 4" 2' - 1" 8' - 7 5/8" CLR 7' - 10 3/4" LANDING 5' - 11" 17 TREADS @ 11" 15' - 7" 10"21' - 6" LANDING 5' - 8" 5 TREADS @ 11" 3' - 8" 9' - 4" BTWN HANDRAILS 5' - 1 1/2" 5' - 10" 5' - 10" 2'x2'x2' SUMP PIT, CONTRACTOR TO VERIFY 05 5000.09 METAL FABRICATION - STEEL STAIRS PIPE HANDRAIL, TYP 12" MIN P3 P3 FR 3 12" MIN S6.2 5' - 10" ADD 1 C 9 A-411 1' - 3 3/8" CLR HOISTWAY WIDTH 8' - 4" EXTENT OF S6.2 - 8'-3" TALL 6' - 0" EXTENT OF S6.2 - 8'-3" TALL 8' - 4" M8.2 DT LP6 ELEVATOR B10 10 7 05 5000.09 METAL FABRICATION - STEEL STAIRS PIPE HANDRAIL, TYP A1 A-500 7 1/4" P8 B4 A-500 12" MIN FR3 3' - 9"S6 . 2 FR3 ADD 1 3 2 A-411 C 11 TREADS @ 11" 10' - 1" LANDING 5' - 6" 10 TREADS @ 11" 9' - 2"6' - 7" BTWN HANDRAILS 4' - 11" 5' - 6" 4" 10 6 9 A-312 P6-wsci.1 W5 . 5 - w s CONCRETE STAIR, RE: STRUC W5.5s-wsci C2 A-35110 A-312 A-356 B2 6' - 0" 9' - 2" ADD 1 ADD 1 C1 A-354 LEVEL 1 100' -0" BASEMENT 87' -0" B RE: STRUC 4' - 0" MASONRY OPENING 8' - 3" MASONRY OPENING 8' - 3" MASONRY OPENING 8' - 3" B.O. (E) PLATE 111' -9" 1 3/8" 9 7/8" 12' - 9 5/8" 14' - 5 1/2" R2.1 ADD 1 LEVEL 1 100' -0" BASEMENT 87' -0" D 9 A-312 1' - 0" 11 TREADS @ 11" 10' - 1" LANDING 5' - 5 7/8" 10 TREADS @ 11" 9' - 2 1/8"1' - 0" 23R @ 6.78" = 13' 13' - 0" 2' - 10" 05 5000.08 METAL FABRICATION -PIPE RAILING OR HANDRAIL CONCRETE STAIR, RE: STRUC 9'-0" G1 LOBBY B01 CONCRETE FOUNDATION WALL, RE: STRUC 2' - 10" MIN A-413 A2 C2 A-413 10 A-312 ADD 1 ADD 1 A-354 C1 +/- 6 3/4" TYP ADD 1 LEVEL 1 100' -0" BASEMENT 87' -0" 8 A-411 UNOCCUPIED SPACE UNDER STAIR LANDING A-413 B1 402 C2 A-413 12" MIN 2' - 10" A1 A-500 A-500 B4 A-500 C1 PROVIDE A J-TRIM AT WALL TERMINATION SURROUNDING PANEL, TYP ALL SHEET APPLICATIONS 2' - 9 7/8" +/- 6 3/4" TYP ADD 1 BASEMENT 87' -0" 7 A-411 9 A-411 UNOCCUPIED SPACE UNDER STAIR LANDING A-413 A1 12" MIN 2' - 10" B4 A-500 DAKOTA TIN CEILING ON PLYWOOD SUBSTRATE, J-TRIM TO CAP AT SURROUNDING WALLS 05 5112.02 MANUFACTURED METAL RAIL SYSTEM PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 2 : 5 1 P M A-411 LARGE SCALE PLANS - VERTICAL CIRCULATION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 402 MECHANICAL DUCT RE; MECH 1/4" = 1'-0" ENLARGED FLOOR PLAN @ BASEMENT ELEVATOR/INTERIOR STAIR4 1/4" = 1'-0" ENLARGED FLOOR PLAN @LEVEL 1 ELEVATOR/ INTERIOR STAIR5 1/4" = 1'-0" ENLARGED FLOOR PLAN @ EXTERIOR STAIR1 1/4" = 1'-0" SECTION @ ELEVATOR9 1/4" = 1'-0" SECTION @ EXTERIOR STAIR2 1/4" = 1'-0" SECTION @ INTERIOR STAIR E/W7 AXON @ INTERIOR STAIR/ ELEVATOR6 1/4" = 1'-0" SECTION @ INTERIOR STAIR N/S8 AXON - EXTERIOR STAIR3 REVISION DATE ADDENDUM 1 2020.07.15 DN 1. REFER TO REFLECTED CEILING PLANS FOR WALL OPENINGS AT OR ABOVE 4’–0”AFF. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION D 2 A-412 3' - 8"1' - 4" RAMP LENGTH 8' - 0"1' - 3"15' - 2"7' - 5 1/2"11"1' - 6"4' - 4 1/2" T.O. SLAB 86' - 6" RAMP WIDTH 4' - 6" 4' - 6" 5' - 7" 02C DN A3 A-413 2 A-310 7' - 7"7' - 7" 5' - 0" ADD 1 2 7' - 0"7' - 0" 3' - 8" 1" / 1'-0"1" / 1'-0" T.O. SLAB 86' - 5" T.O. SLAB 87' - 0" T.O. SLAB 85' - 10" 5 A-412 6 A-412B2 A-413 3 A-310 5' - 0" ADD 1 BASEMENT 87' -0" . 86' - 6" T.O. SLAB 85' - 10" WOOD HANDRAIL W/ BLACK IRON BRACKETS 1" / 1'-0" T.O. PLATFORM 2' - 10" 12" A3 A-413 12" 12" 12" 2 A-310 BASEMENT 87' -0" 2 1 " / 1 '-0 " 1 " / 1 '-0 " T.O. SLAB 87' - 0" T.O. SLAB 86' - 5" T.O. SLAB 85' - 10"2' - 10" 1' - 0"7' - 0"1' - 0"1' - 0"7' - 0"1' - 0" 3 A-310 BASEMENT 87' -0" 2 1" / 1'-0" 1" / 1'-0" T.O. SLAB 87' - 0" T.O. SLAB 86' - 5" T.O. SLAB 85' - 10" 9' - 0"3' - 0"9' - 0" B2 A-413 2' - 10" Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 2 : 5 2 P M A-412 LARGE SCALE PLANS - VERTICAL CIRCULATION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 402 MECHANICAL DUCT RE; MECH 1/4" = 1'-0" ENLARGED FLOOR PLAN @ PLATFORM11/4" = 1'-0" ENLARGED FLOOR PLAN @ RAMP TYP.4 1/4" = 1'-0" SECTION @ PLATFORM2 AXON -THEATER RAMP7 AXON -STAGE3 1/4" = 1'-0" SECTION @ THEATER RAMPS WALL RAIL5 1/4" = 1'-0" SECTION @ THEATER RAMPS GUARDRAILS6 REVISION DATE ADDENDUM 1 2020.07.15 BASEMENT 87' -0" EXPOSED STEEL PAN, RE: SPEC SUPPORT CLIP ANGLE STRINGER CONNECTION; RE: STRUCTURE 05 5000.09 METAL FABRICATION -STEEL STAIRS LEVEL 1 100' -0" METAL STAIR SYSTEM SUPPORT CLIP ANGLE EXPOSED STEEL PAN, RE: SPEC STRINGER BEYOND, RE: STRUC OFFSET 3/4" 1. REFER TO REFLECTED CEILING PLANS FOR WALL OPENINGS AT OR ABOVE 4’–0”AFF. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION RE: STRUC 7" MAX RE: STRUC 11"3/4" ADD 1 BRACKET SPACED MAX 48" O.C. T.O HANDRAIL @ 35" ABOVE STAIR/ LANDING 2" MAX CLR 2 1/4" 05 5000.08 METAL FABRICATION -PIPE RAILING OR HANDRAIL 3 3/4" 3" A-413 C2 SIM BLACK IRON POST ø 1 1/2 " BLACK IRON RAIL BARRIER 8" 09 6400 WOOD FLOORING WOOD TRIM AS REQUIRED; MATCH FINISH OF WOOD FLOORING 06 1500.02 PLYWOOD DECKING 06 1000.01 WOOD STUD FRAMING 09 2116.41 ACOUSTIC INSULATION Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 5 / 2 0 2 0 2 : 0 2 : 5 5 P M A-413 DETAILS AT VERTICAL CIRCULATION St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1 1/2" = 1'-0" DETAIL @ INTERIOR STAIR BASEA1 1 1/2" = 1'-0" DETAIL @ INTERIOR STAIR LANDINGB1 NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 402 MECHANICAL DUCT RE; MECH 1 1/2" = 1'-0" DETAIL @ EXTERIOR STAIRA2 6" = 1'-0" DETAIL @ EXTERIOR WALL MOUNTED HANDRAILC2 1 1/2" = 1'-0" DETAIL @ FREESTANDING HANDRAILB2 1 1/2" = 1'-0" PLATFORM DETAILA3 REVISION DATE ADDENDUM 1 2020.07.15 01B RB-1 B1 A-500 CUSTOM BUILT-IN BOOKCASE. CONTRACT OR TO PROVIDE ALLOWANCE RB-1 10 4400.1S FIRE EXTINGUISHER AND CABINET ASSEMBLY - SEMI-RECESSED TYPE EXPOSED CONCRETE WALL 03A04A05A RB-1 CUSTOM BUILT-IN BOOKCASE. CONTRACTOR TO PROVIDE ALLOWANCE NOTE: REFER TO DOOR AND WINDOW SCHEDULE FOR DOOR PANEL DESIGN 02A CUSTOM BUILT-IN BOOKCASE. CONTRACT OR TO PROVIDE ALLOWANCE CUSTOM BUILT-IN BOOKCASE. CONTRACT OR TO PROVIDE ALLOWANCE B3 A-500 02A 02C10 4400.1S FIRE EXTINGUISHER AND CABINET ASSEMBLY - SEMI-RECESSED TYPE RB-1 238 239 PTI-1 C4 A-351 02B RB-1 TIERED RAISERS 238 239 239 RB-1 A3 A-413 PLATFORM BEYOND B2 A-500 B2 A-413 RB-1 238 COVE LIGHTING BEYOND; RE: ELEC 239 PTI-1 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 4 : 4 3 P M A-451 INTERIOR ELEVATIONS - BASEMENT St a n l e y H o t e l C a r r i a g e H o u s e AO 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS KB 1/4" = 1'-0" INTERIOR ELEVATION - LOBBY - EAST11/4" = 1'-0" INTERIOR ELEVATION - LOBBY - NORTH21/4" = 1'-0" INTERIOR ELEVATION - LOBBY - SOUTH4 1/4" = 1'-0" INTERIOR ELEVATION - LOBBY - WEST3 NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES 232 MECHANICAL DUCT RE; MECH 238 COVE LIGHTING BEYOND; RE: ELEC 239 RECLAIMED DIAGONAL BOARDS FROM DEMOLITION OF CARRIAGE HOUSE THIS WALL 1/4" = 1'-0" INTERIOR ELEVATION - THEATHER - EAST51/4" = 1'-0" INTERIOR ELEVATION - THEATHER - NORTH6 1/4" = 1'-0" INTERIOR ELEVATION - THEATHER - SOUTH71/4" = 1'-0" INTERIOR ELEVATION - THEATHER - WEST8 PTI-1 REVISION DATE G1 B.O. G1 RE: RCP B.O. C3 RE: RCP C3 6" MIN J-TRIM DAKOTA TIN TILE RECLAIMED WOOD CLADING COVE LIGTING; RE: ELEC 8'-0" A.F.F. EXPOSED CONCRETE WALL G1 2" 4 1/4" D 2 3/8" 8'-0" A.F.F. COVE LIGTING; RE: ELEC 2" G1 P6 RECLAIMED WOOD CLADING P3 C3 1 5/8" PERIMETER SLOT LUMINAIRE; RE: ELEC 4 5/8" ROUGH IN; RE: LIGHT SPEC TO WALL MIN 3'-6" AFF WOOD TRIM P6 LEVEL 1 100' -0" DAKOTA TIN ON PLYWOOD SUBSTRATE DAKOTA TIN J-TRIM DAKOTA TIN J-TRIM DAKOTA TIN ON PLYWOOD SUBSTRATE FR3 Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 4 : 4 7 P M A-500 INTERIOR DETAILS St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker 1 1/2" = 1'-0" DETAIL @ C3 TO G1 SOFFITB11 1/2" = 1'-0" DETAIL @ COVE LIGHTING ALONG CFR3B21 1/2" = 1'-0" DETAIL @ COVE LIGHTING ALONG P6/P3B3 1 1/2" = 1'-0" DETAIL @ PARTIAL HEIGHT WALL CAPA1 1 1/2" = 1'-0" DETAIL @ METAL CEILING TO METAL WALLB4 1 1/2" = 1'-0" DETAIL @ METAL CEILING TO GYP BRD BULKHEADC1 REVISION DATE DO O R P A N E L T Y P E S RE : S C H E D U L E RE: SCHED RE: SCHED RE : S C H E D U L E F FLUSH FG STILE AND RAIL GLAZED SAFETY GLAZING RE: SCHED RE : S C H E D U L E 43" MAXIMUM! 3' - 6" 6" N GLAZED (NOT USED) EXIT DEVICE 3' - 0" SAFETY GLAZING DOOR LEAF & FRAME ELEVATION TYPES FR A M E T Y P E S 1 2 RE: SCHEDULE 2" 2"RE: SCHED 2" RE: SCEDULE 2" 2"RE: SCHED 2" REMOVABLE MULLION FG4 GLAZED 3 RE: SCEDULE 2 3/4" 2 3/4"RE: SCHED 2 3/4" FG5 GLAZED 74 7/8" OVERALL FRAME WIDTH 116" OVERALL FRAME HEIGHT +/- 91 3/4" +/- 36" FG6 GLAZED 7/8" SDL 2 1/4" DOOR/FRAME THICKNESS FLAT PANEL: THICKNESS TO BE CONFIRMED 3" FRAME +/- 114 11/16" PANEL HEIGHT +/- 36 19/32" PANEL WIDTH 6"6" 6" 6" 4 1/2" SDL 36" CL OF PANIC HDW 75 5/8" OVERALL ROUGH OPENING WIDTH 116 1/2" OVERALL ROUGH OPENING HEIGHT 36" CL OF PANIC HDW 6" 6" EQ EQ 6" 4 1/2" SDL 7/8" SDL 2 1/4" DOOR/FRAME THICKNESS FLAT PANEL: THICKNESS TO BE CONFIRMED 3" FRAME DO O R P A N E L T Y P E S RE: SCHEDULE RE: SCHED G4 STILE AND RAIL GLAZED OBSCURE SAFETY GLAZING RE: SCHEDULE RE: SCHED F4 4 PANEL RECESSED PANEL SAFETY GLAZING THROUGHOUT SAFETY GLAZING THROUGHOUT WINDOW LEGEND WI N D O W / D O O R P A N E L T Y P E S W1 W2 FIXED 34 1/4" 82" OVERALL FRAME HEIGHT 76" OVERALL FRAME WIDTH BI-FOLD PARTITION RE: PLAN FOR DIRECTION FIXED W4 DOOR 103 DOOR 102 DOOR 104 W3 FIXED W4 FIXED W5 153 11/32" OVERALL FRAME WIDTH 116" OVERALL FRAME HEIGHT FIXED EQ EQ EQ 116W6 108" 94" BI-FOLD PARTITION RE: PLAN FOR DIRECTION 6" 6" 7/8" SDL 2 1/4" DOOR/FRAME THICKNESS FLAT PANEL: 1 1/4" THICKNESS 6" 1 3/16" EXPOSED FRAME 1 3/16" 1 5/16" EXPOSED FRAME 3" FRAME 6" 12' - 0" OVERALL FRAME WIDTH 116" OVERALL FRAME HEIGHT EQ EQ EQ EQ 1" SDL WITH 3/8" DEPTH (EACH SIDE) 2 3/4" DOOR/FRAME THICKNESS 3 7/8" 1 3/8" EXPOSED FRAME 1 3/8" 1 3/8" EXPOSED FRAME 2" SDL EQ 3" FRAME EQ DOOR 108 36"EQ EQ 38" EQ 4 1/2" SDL EQ 4 5/8" FRAME 116 1/2" OVERALL ROUGH OPENING HEIGHT 154 1/4" OVERALL ROUGH OPENING WIDTH 9' - 9" OVERALL ROUGH OPENING HEIGHT 12' - 3 1/2" OVERALL ROUGH OPENING WIDTH 7/8" GLAZING Cardinal LowE 272 with i89 SAFETY GLAZING THROUTHOUT INTERIOR GLAZING BEAD: BEVELED 7/8" GLAZING Cardinal LowE 272 with i89 SAFETY GLAZING THROUGHOUT INTERIOR GLAZING BEAD: BEVELED76 1/4" OVERALL ROUGH OPENING WIDTH 82" OVERALL ROUGH OPENING HEIGHT 151 5/8" OVERALL FRAME WIDTH 116" OVERALL FRAME HEIGHT EQ +/- 74 7/8"EQ 6" 6" 7/8" SDL 2 1/4" DOOR/FRAME THICKNESS FLAT PANEL: THICKNESS TO BE CONFIRMED 6" 1 3/16" EXPOSED FRAME 1 3/16" 1 5/16" EXPOSED FRAME 3" FRAME 6" 116 1/2" OVERALL ROUGH OPENING HEIGHT 152 3/8" OVERALL ROUGH OPENING WIDTH 7/8" GLAZING Cardinal LowE 272 with i89 SAFETY GLAZING THROUTHOUT INTERIOR GLAZING BEAD: BEVELED 3' - 2" EQ 4 1/2" SDL EQ 4 5/8" FRAME 151 1/4" OVERALL FRAME WIDTH 116" OVERALL FRAME HEIGHT EQ EQ EQ EQ 7/8" SDL 2 1/4" DOOR/FRAME THICKNESS FLAT PANEL: THICKNESS TO BE CONFIRMED 1 3/16" EXPOSED FRAME 1 3/16" 1 5/16" EXPOSED FRAME 38" EQ 4 1/2" SDL EQ 4 5/8" FRAME 116 1/2" OVERALL ROUGH OPENING HEIGHT 152" OVERALL ROUGH OPENING WIDTH 7/8" GLAZING Cardinal LowE 272 with i89 INTERIOR GLAZING BEAD: BEVELED 6" 6" 6" 3" FRAME 6" 4" MAPES PANEL BY GLAZER, NOT NANAWALL 38" SAFETY GLAZING REQUIRED Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 3 / 2 0 2 0 7 : 2 2 : 1 8 P M A-601 DOOR AND WINDOW SCHEDULE St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker DOOR AND FRAME SCHEDULE MARK PAIR DOOR FRAME HARDWARE NOTES SIZE MATL EL MATL EL SET NOWIDTH HEIGHT 01A 3' - 0" 7' - 6" WD F4 WD 1 05 01B 3' - 0" 7' - 6" WD G4 WD 1 08 02A PAIR 3'-0" 6' - 0" 7' - 6" WD F4 WD 2 09 TO BE INTEGRATED INTO BOOKSHELF LOBBY SIDE. F4 THEATER SIDE 02B 3' - 0" 7' - 6" HM F4 HM 1 02 02C 3' - 0" 7' - 6" WD F4 WD 1 04 03A PAIR 3'-0" 6' - 0" 7' - 6" WD G4 WD 2 03 04A 3' - 0" 7' - 6" WD G4 WD 1 01 05A 3' - 0" 7' - 6" WD G4 WD 1 01 06A 3' - 0" 7' - 0" HM F HM 1 08 07A 3' - 0" 7' - 0" HM F HM 1 06 PANIC HARDWARE 07B 3' - 0" 7' - 0" HM F HM 1 07 EXTERIOR DOOR 08A 3' - 0" 7' - 0" HM F HM 1 05 100 PAIR 5' - 10" 9' - 6" AL/WD FG4 WD FG4 KOLBE-02 101 PAIR 5' - 10" 9' - 6" AL/WD FG4 WD FG4 KOLBE-02 102 2' - 10 1/2" 9' - 5" AL/WD FG5 WD W3 KOLBE-01 103 5' - 6" 9' - 5" AL/WD FG4 WD W4 KOLBE-02 104 2' - 10 1/2" 9' - 5" AL/WD FG5 WD W3 KOLBE-01 105 PAIR 5' - 10" 9' - 6" AL/WD FG4 WD FG4 KOLBE-02 106 3' - 6" 8' - 0" HM F HM 1 10 107 3' - 0" 7' - 0" WD F4 WD 1 04 108 PAIR 5' - 6" 9' - 5" AL/WD FG4 WD W4 KOLBE-02 109 3' - 2" 9' - 6" WD FG6 WD W6 INTERIOR NANAWALL GERNERAL NOTES: 1. ALL WINDOWS TO BE ALUMINUM CLAD WOOD WITH LOW E GLAZING 2. INTERIOR STAIN TO BE SELECTED BY T.I. ARCHITECT 3. ALL GLAZING WITHIN DOORS AND WINDOWS TO BE SAFETY GLAZING PER IBC 2406.4 AND 2406.3. ADD 1 ADD 1 REVISION DATE ADDENDUM 1 2020.07.15 ADDENDUM 2 2020.07.22 ADD 2 ADD 2 2020.07.23 1. ALL DIMENSIONS ON FINISH PLANS ARE TO FINISHED FACE OF MATERIAL, UNO. 2. ALL WALLS AND FINISHED CEILING SURFACES TO BE PAINTED PTI-1, UNO. 3. PAINT ALL EXPOSED DECK, PIPES, DUCTWORK, AIR DIFFUSERS, AND GRILLS, AND ACCESS DOORS TO MATCH FOLOR OF ADJACENT CEILING OR WALL SURFACE, UNO. 4. PAINT ALL COUNTERTOP SUPPORT KNEE BRACES TO MATCH ADJACENT WALL SURFACE UNLESS FACTORY FINISHED. 5. PAINT ALL EXPOSED DECK, PIPES, DUCTWORK, AIR DIFFUSERS, AND GRILLS TO MATCH COLOR OF ADJACENT WALL OR CEILING SURFACE, UNO. 6. PAINT ALL INTERIOR HOLLOW METAL DOOR AND WINDOW FRAMES IN GYP WALL BOARD TO MATCH ADJACENT WALL COLOR, UNO. 7. REFER TO ELEVATIONS AND REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION RELATED TO FINISHES AND EXTENTS. 8. ALL FLOORING MATERIALS AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNO. 9. PROVIDE 4’-0”HIGH FRP PANELS ON WALLS ADJACENT TO MOP SERVICE BASIN 10. CONTRACTOR TO SUBMIT INSTALLATION PATTERN DRAWINGS FOR ARCHITECT'S APPROVAL FOR ALL APPLICABLE FINISHES (INCLUDING BUT NOT LIMITED TO: CARPET, TILE, RESILIENT FLOORING, GLASS FILM). 11. FLOOR FINISHES TO EXTEND UNDER CASEWORK AND KNEE SPACE, U.N.O. 12. FLOORING SUBCONTRACTORS TO FIELD VERIFY ALL DIMENSIONS. SMALL FLOORING SLIVERS ALONG PERIMETER WILL NOT BE ACCEPTED. COORDINATE WITH ARCHITECT AS REQUIRED. GENERAL NOTES SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION FINISH LEGEND ROOM NAME ROOM NUMBER WF BF FF WALL FINISH MATERIAL BASE FINISH MATERIAL FLOOR FINISH MATERIAL FINISH MATERIAL TAG FINISH NOTE, WHERE OCCURS FINISH NOTE, WHERE OCCURS FINISH MATERIAL/PATTERN DIRECTION X-#X-#FINISH MATERIAL TRANSITION XXX XXX X-# PTI-1 WB-1 B02C RESTAURANT SEATING FINISHES WITHIN THIS SPACE TO BE PROVIDED BY RESTAURANT TI ARCHITECT RE:ELEV RE: ELEV TF-1 B04 MEN'S RESTROOM RE: ELEV RE: ELEV TF-1 B05 WOMEN'S RESTROOM PTI-1 RB-1 SC-1 B06 MECH ROOM SC-1 B08 TI STORAGE PTI-1 WB-1 PC-1 B02 THEATER PTI-1 WB-1 PC-1 B01 LOBBY PTI-1 RB-1 SC-1 B07 ELECTRICAL PTI-1 WB-1 PC-1 B02A B.O.H. PTI-1 WB-1 PC-1 B03 SHOP/BAR PTI-1/FRP-1 RB-1 SC-1 B01A JANITOR PTI-1 WB-1 WDF-1 B02B PLATFORM MECH CONDENSER ROOM B07A PTI-1 RB-1 SC-1 B01B BOH HALL FINISHES WITHIN THIS SPACE TO BE PROVIDED BY RESTAURANT TI ARCHITECT EXTERIOR SPACE WITH EXTERIOR FINISHESTF-2 B10 ELEVATOR WOOD PANELING AND TRIM TO MATCH SURROUNDING CASEWORK AS INDICATED ON THE EXTENTS OF THIS PLAN BY A SOLID AND DASHED LINE, FULL HEIGHT OF THE WALL. PANEL DESIGN AND STAIN TO BE SELECTED AT A LATER DATE. DOORS/CASEWORK/TRIMWORK AND PANELING TO MATCH IN FINISH. GC TO ALLOCATE AN ALLOWANCE. HIDDEN DOOR BOOKSHELF CASEWORK. GC TO ALLOCATE AN ALLOWANCE. EXPOSED CONCRETE WALL RECLAIMED WOOD PANELING SALVAGED FROM DEMOLITION MOUNTED ON AN ANGLE. REFER TO FLOOR PLANS FOR TERMINATION DETAILS AND EXTENTS. 9' - 0"9' - 0" EQ EQ 7' - 0" 8' - 6" 6' - 8"EACH LINE IDENTIIFIES A CONTROL JOINT IN SLAB ON CONCRETE PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 3 : 2 4 : 5 5 P M A-701 ROOM FINISH SCHEDULE & PLAN St a n l e y H o t e l C a r r i a g e H o u s e Author 05.04.2020 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION. SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET. SHEET KEYNOTES SHEET SPECIFIC IDENTIFICATION OF ITEMS DIRECTLY REFERENCED TO CORRESPONDING ARCHITECTURAL SPECIFICATION SECTIONS IN THE PROJECT MANUAL. THE DECIMAL AND SUFFIX NUMBERS / LETTERS ARE NOT IDENTIFIED IN SPECIFICATIONS. REFERENCE KEYNOTES 1/8" = 1'-0" LEVEL 1 FINISH PLAN2 1/8" = 1'-0" BASEMENT FINISH PLAN1 1/16" = 1'-0" CONTROL JOINTS IN SOG3 INTERIOR FINISH SCHEDULE MARK DESCRIPTION MANUFACTURER PRODUCT COLOR/FINISH SIZE INSTALLATION COMMENTS CONCRETE FLOORS PC-1 POLISHED CONCRETE REFER TO SPEC 03 3511 SC-1 SEALED CONCRETE FLOOR TILE TF-1 FLOOR TILE FLORIDATILE SEQUENCE HDP VORTEX HEXAGON MOSAIC 4X4 LIGHT GRAY GROUT TF-2 FLOOR TILE FLORIDATILE FOREST PARK BLACKWOOD FP99 6X36 DARK GRAY GROUT PAINT PTE-1 EXTERIOR PAINT MATCH STANLEY STANDARDS WHITE TO MATCH STANLEY STANDARDS PTE-2 EXTERIOR PAINT MATCH STANLEY STANDARDS RED TO MATCH STANLEY STANDARDS PTI-1 INTERIOR PAINT MATCH STANLEY STANDARDS MATCH STANLEY STANDARDS PTI-2 INTERIOR PAINT MATCH STANLEY STANDARDS MATCH ADJACENT BLACK ACOUSTICAL CEILING TILE WALL BASE RB-1 RESILIENT BASE JOHNSONITE TYPE TS SELECTED FROM MANUFACTURER'S STANDARD COLORS 4" HIGH STYLE B, COVE WB-1 WOOD BASE SELECTED FROM MILLWORK'S STANDARD PROFILES CATEGORY WALL FINISH FRP-1 FIBERGLASS REINFORCED PANEL MARLITE SELECTED FROM MANUFACTURER'S STANDARD COLORS TO 48" AFF AT JANITOR'S CLOSET BEHIND MOP SINK WALL TILE TW-1 WALL TILE DALTILE RETROSPACE MODERN WHITE RS30 3X6 RUNNING BOND; BLACK GROUT JET BLACK RS35 CHAIR RAIL AT TOP OF TILE WALL AND RS35 JET BLACK JOLLY AT BOTTOM OF WALL; ALL CORNERS TO HAVE BLACK ANODIZED SCHLUTER TRIM WOOD FLOORING WDF-1 WOOD PLANK FLOORING RED OAK; DARK STAIN; SAMPLES TO BE PROVIDE TO ARCHITECT 4" WIDTH AT PLATFORM REVISION DATE EXISTING 4" GW IW OD GREASE WASTE INDIRECT WASTE SD OD SD HOT WATER CIRCULATING SANITARY VENT (V) ABOVE GRADE OR FLOOR SANITARY WASTE HOT WATER (HW) COLD WATER (CW) NATURAL GAS LP EQUIPMENT DRAIN PUMPED CONDENSATEPC D PUMP DISCHARGE COMPRESSED AIR LIQUIFIED PETROLEUM GAS PD CA G BD SANITARY (BUILDING DRAIN) BELOW GRADE OR FLOOR NON-POTABLE WATERNP(HWC) TEMPERED WATERTW S/O W SHW SOFT HOT WATER SCW SOFT COLD WATER SOLAR COLLECTOR SUPPLYSCS SOLAR COLLECTOR RETURNSCR FSP DFSP ASD TAMPER SWITCH OUTSIDE LIGHT AND HORN T T WATER FLOW SWITCH DRY PIPE VALVE PRESSURE SWITCHPS T POST INDICATOR VALVE T FIRE HOSE RACK SIDEWALL SPRINKLER HEAD EXISTING SPRINKLER HEAD NEW SPRINKLER HEAD E FIRE SPRINKLER FIRE STANDPIPE DRY FIRE STANDPIPE SP F FIRE PUBLIC WATER MAINW DA DV MA DENTAL COMPRESSED AIR MEDICAL COMPRESSED AIR DENTAL VACUUM MEDICAL COMPRESSED AIR NITROUS OXIDE OXYGEN VACUUM GAS NITROGEN VAC OX N2O MV N DEIONIZED WATER NITROUS OXIDE MEDICAL VACUUM OXYGEN VACUUM NITROGEN LBD LVT LAB VENT LW FLOOR DRAIN ROOF DRAIN OVERFLOW ROOF DRAIN DOWNSPOUT NOZZLE CLEANOUT, WALL (WCO) CLEANOUT PLUG (LCO) TEMPERATURE GAUGE METER (GAS OR WATER)M TEE DOWN ELBOW DOWN TEE UP BRANCH-BOTTOM CONNECTION GATE VALVE IN VERTICAL BRANCH-TOP CONNECTION RISE OR DROP ELBOW UP UNION P-TRAP PIPE CAP OR PLUG SHOWER HEAD PIPE ALIGNMENT GUIDE PIPE ANCHOR STRAINER FLEXIBLE CONNECTION STRAINER W/BLOWOFF VALVE EXPANSION JOINT BACKFLOW PREVENTER WATER HAMMER ARRESTER W/ BALL VALVE BFP VALVE IN YARD BOX VACUUM BREAKER AQUASTAT T PRESSURE SWITCH PRESSURE INDICATOR WELL FLOW SWITCH GAUGE COCK PI PS FS PRESSURE REDUCING VALVE PRESSURE/TEMPERATURE TAP GAS PRESSURE REGULATOR AUTOMATIC AIR VENT PRESSURE GAUGE GLOBE VALVE CHECK VALVE GAS COCK BUTTERFLY VALVE CIRCUIT SETTER ASSEMBLY RE: PLUMBING DETAIL BALL VALVE PLUG VALVE GATE VALVE SOLENOID VALVE CALIBRATED BALANCE VALVE MANUAL AIR VENT DIA, D DIAMETER EL. C LC CI AP AFF CENTER LINE ELEVATION ABOVE FINISHED FLOOR ACCESS PANEL COMMON CAST IRON INVERT ELEVATIONI.E. NC NO NIC VITRIFIED CLAY PIPE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN TYPICALTYP VCP VENT THROUGH ROOFVTR LAB COMPRESSED AIR LAB GAS (NAT. OR PROP.)LG DI LAB VACUUMLV LA DEIONIZED WATER CIRCULATINGDIC ZONE VALVE BOX W THERMOSTATIC MIXING VALVE WAGD LAB NITROGENLN (E) (R) (N) RELOCATED NEW EXISTING (F)FUTURE DIRECTION OF VIEW M-? 1 DRAWN ON THIS SHEET A PICTURE DESIGNATION NEW LIGHT LINE WEIGHT FOR EQUIPMENT, PIPING, SYMBOLS, TEXT, ETC. INDICATES EXISTING CONDITIONS WITH NEW WORK SHOWN AS DARK POINT OF CONNECTION NEW TO EXISTING DIRECTION OF CUT SECTION DESIGNATION 4" DASHED INDICATES EXISTING TO BE REMOVED STORM/RAINWATER DRAIN ABOVE FLOOR OR GRADE STORM/RAINWATER DRAIN BELOW FLOOR OR GRADE OVERFLOW DRAIN ABOVE FLOOR OR GRADE OVERFLOW DRAIN BELOW FLOOR OR GRADE PIPING TO SAND/OIL INTERCEPTOR BELOW FLOOR OR GRADE OUTSIDE SCREW & YOKE VALVE (RISING STEM) FREE STANDING FIRE DEPARTMENT CONNECTION ALARM CHECK VALVE (HORIZONTAL OR VERTICAL) NON-INDICATING VALVE (NON-RISING STEM) FIRE DEPARTMENT CONNECTION ANGLE VALVE (FIRE HOSE VALVE) ANGLE DRAIN VALVE AND SIGHT GLASS BUTTERFLY VALVE W/ TAMPER SWITCH SUCTION MAIN OR FIRE LINE LEAD-IN AUTOMATIC FIRE SPRINKLER SYSTEM DRAIN FIRE HOSE VALVE CABINET (SURFACE MOUNTED) FIRE HOSE VALVE CABINET (RECESSED) WASTE ANESTHESIA GAS DISPOSAL WASTE ANESTHESIA GAS DISPOSAL DELUGE VALVE OR PREACTION VALVE LAB BUILDING DRAIN BELOW FLOOR OR GRADE LAB WASTE ABOVE FLOOR OR GRADE HOSE END BALL VALVE WITH VACUUM BREAKER TEMPERATURE/PRESSURE RELIEF VALVE STEAM TRAP (INDICATE TYPE) CLEANOUT, FLOOR (FCO) OR GRADE (GCO) FLOOR SINK; (1/2" GRATE SHOWN) WALL HYDRANT WITH VACUUM BREAKERHOSE BIBB WITH VACUUM BREAKER ABBREVIATIONS AND DESCRIPTIONS ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT PLUMBING LEGEND VALVES AND FITTINGS MEDICAL GAS SYMBOLS LABORATORY SYMBOLS FIRE PROTECTION WORK NOTE SYMBOLW1 REVISION SYMBOL XX SP XX F FIRE STANDPIPE DESIGNATION FIRE SPRINKLER RISER DESIGNATION W# PLUMBING RISER REFERENCE RISER NUMBER RISER DESIGNATION D = DOMESTIC WATER G = NATURAL GAS W = WASTE/VENT 1 CIRCUIT SETTER © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 2 : 2 1 : 1 1 P M P-001 PLUMBING GENERAL INFORMATION St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 DRAWING LIST - PLUMBING P-001 PLUMBING GENERAL INFORMATION P-002 PLUMBING SCHEDULES P-003 PLUMBING SPECIFICATIONS P-100 UNDERGROUND PLUMBING PLAN P-200 BASEMENT PLUMBING PLAN P-201 LEVEL 1 PLUMBING PLAN P-202 ROOF PLUMBING PLAN P-501 PLUMBING ISOMETRICS P-601 PLUMBING DETAILS P-602 PLUMBING DETAILS DENVER OFFICE COLORADO SPRINGS OFFICE 10807 NEW ALLEGIANCE DRIVE, SUITE 400 COLORADO SPRINGS, CO 80921 719.533.1112 5420 WARD ROAD, SUITE 200 ARVADA, CO 80002 303.422.7400 TAMPA OFFICE 12450 ROOSEVELT BLVD N., SUITE 305 ST. PETERSBURG, FL 33716 727.685.0458 MELBOURNE OFFICE 6555 N. WICKHAM ROAD, SUITE 104 MELBOURNE, FL 32940 321.241.4142 PROJECT ENGINEER/DESIGNER PROJECT MANAGER RICH GARNER RGARNER@BCER.COM 303.405.2879 PAUL MISKOWICZ PMISKOWICZ@BCER.COM 303.405.2902 CONTACT LIST 18. EQUIPMENT E.E.R. AND/OR C.O.P. SHALL COMPLY WITH ASHRAE 90.1. 17. PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. 16. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO PROVIDE BACKFLOW PREVENTION AS REQUIRED BY CODE TO ALL PLUMBING, MECHANICAL EQUIPMENT AND IRRIGATION, INCLUDING BUT NOT LIMITED TO COFFEE MAKERS, JUICE MACHINES, TEA BREWERS, ICE MAKERS, LABORATORY HOODS, ETC. 15. PROVIDE BALANCE OF DOMESTIC WATER CIRC LINES TO GPM INDICATED ON DRAWING. 14. ALL THREADED HOSE CONNECTIONS TO DOMESTIC WATER SYSTEM SHALL HAVE AN APPROVED VACUUM BREAKER. IE: HOSE BIBBS, WALL HYDRANTS, SYSTEM DRAINS, EQUIPMENT DRAINS, ETC. 13. PROVIDE WATER HAMMER ARRESTERS AT ALL QUICK CLOSING VALVES WITH ISOLATION VALVE AND WITH ACCESS OR ACCESS PANEL. 12. NATURAL GAS INPUTS ARE AT SEA LEVEL. 11. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN THE PLUMBING SCHEDULES AND AS REQUIRED IN EACH SECTION OF SPECIFICATION TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 10. THIS PROJECT IS UNDER THE 2015 ICC CODE SUITE AND SHALL INCLUDE COMMISSIONING OF THE PLUMBING SYSTEMS AS REQUIRED BY SECTION C408 OF THE 2015 IECC. THE PLUMBING CONTRACTOR SHALL INCLUDE EXPENSES IN THEIR BID ASSOCIATED WITH THE COMMISSIONING PROCESS. THESE INCLUDE BUT ARE NOT LIMITED TO ATTENDING COMMISSIONING MEETINGS, COMPLETING PREFUNCTIONAL CHECKLISTS, DEMONSTRATING SYSTEM PERFORMANCE, AND ADDRESSING COMMISSIONING AUTHORITY REVIEW COMMENTS. 9. ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CODES LISTED ON THIS SHEET AND THE ARCHITECTURAL CODE PLAN. 8. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO COMMENCING NEW WORK. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 7. CONTRACTOR SHALL CLOSELY COORDINATE NEW PLUMBING WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL AND STRUCTURAL MEMBERS. REFER TO DIVISION 22 FOR CEILING SPACE ALLOCATION PRIORITIES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED. 5. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 4. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. CONTRACTOR SHALL PROVIDE A DETAILED M.O.P. AS REQUIRED. DO NOT BEGIN WORK WITHOUT WRITTEN APPROVAL. 3. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL TRADES, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 2. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 1. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. W HATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. PLUMBING GENERAL NOTES THIS PROJECT CONSISTS OF RENOVATIONG THE EXISTING STANLEY CARRIAGE HOUSE INTO A RESTAURANT. PROJECT NARRATIVE FLOW RATE (GPM): NEED FLOW TEST RESIDUAL PRESSURE: NEED FLOW TEST STATIC PRESSURE: 150 PSI DATE: NEED FLOW TEST LOCATION: NEED FLOW TEST [MODEL FLOW TEST]: NEED FLOW TEST [ACTUAL FLOW TEST]: NEED FLOW TEST INFORMATION PROVIDED BY: ESTES PARK WATER DISTRICT CITY WATER FLOW TEST INFORMATION PRELIMINARY DESIGN INFORMATION AND LOCAL AMENDMENTS 2017 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE ADOPTED/ENFORCED CODES REQUIRED REVISION DATE 05/01/20 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 2 2 / 2 0 2 0 1 1 : 0 2 : 0 9 A M P-002 PLUMBING SCHEDULES St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE ASI-02 05.22.2020 PLUMBING FIXTURE SCHEDULE PLAN CODE DESCRIPTION LOCATION FIXTURE FLUSH VALVE / FAUCET GPF/GPM FIXTURE MOUNTING HEIGHT A.F.F. REMARKS MFGR. MODEL MOUNTING STYLE FIXTURE INSTALLED MFGR. MODEL FIXTURE INSTALLED STYLE MFGR. MODEL MFGR. MODEL WC-1 WATER CLOSET - STANDARD PUBLIC TOILET ROOMS KOHLER K-4323 WALL SLOAN CX 8158-1.28-GR-OR SENSOR 1.28 STANDARD (7)(11) PROVIDE COLOR BLACK WC-2 WATER CLOSET - STANDARD PUBLIC TOILET ROOMS KOHLER K-4325 WALL SLOAN CX 8158-1.28-GR-OR - 1.28 STANDARD (7)(11) PROVIDE COLOR BLACK UR-1 URINAL - STANDARD PUBLIC TOILET ROOMS KOHLER K-5452-ER WALL SLOAN CODE #34532004 SENSOR 0.125 STANDARD (7)(11) PROVIDE COLOR BLACK UR-2 URINAL - ADA PUBLIC TOILET ROOMS KOHLER K-5452-ER WALL SLOAN CODE #34532004 SENSOR 0.125 STANDARD (7)(11) PROVIDE COLOR BLACK L-1 LAVATORY - ADA PUBLIC TOILET ROOMS KOHLER K-3202 COUNTER MAC FAUCETS FA43-129 SINGLE HANDLE 0.5 - (5)(6)(10) 4" CENTERS MSB-1 MOP SERVICE BASIN JANITORS CLOSET FIAT MSB 2424 FLOOR CHICAGO 897-CRCF MANUAL - - - HB-1 HOSE BIBB - - WALL CHICAGO 998-XKRCF LEVER - RE: ARCH DWGS AD-1 FLOOR DRAIN FINISHED AREAS J.R. SMITH 2110 FLOOR (12) FD-1 FLOOR DRAIN FINISHED AREAS J.R. SMITH 2005Y FLOOR (1)(4) FD-2 FLOOR DRAIN FINISHED AREAS J.R. SMITH 2005Y-B FLOOR (1)(8) FS-1 FLOOR SINK MECH ROOM JAY R. SMITH 3150T-CI-12 FLOOR (1)(2)(9) DSN-1 DOWNSPOUT NOZZLE EXTERIOR LOCATIONS J.R. SMITH 1770 WALL OFD-1 OVERFLOW DRAIN ROOF J.R. SMITH 1070 ROOF (3) RD-1 ROOF DRAIN ROOF J.R. SMITH 1010 ROOF (3) (6) PROVIDE TRUEBRO INSULATION KIT ON ALL EXPOSED PIPING.(12) PROVIDE WITH FLAT BOTTOM STRAINER. (5) PROVIDE OPEN GRID STRAINER.(11) PROVIDE WITH SHOCK ARRESTER WHERE INDICATED ON ISOMETRIC. (4) ROUND NICKEL BRONZE STRAINER.(10) PROVIDE WITH 0.5 GPM AERATOR. (3) PROVIDE WITH CAST IRON DOME STRAINER, UNDERDECK CLAMP, SUMP RECEIVER.(9) PROVIDE WITH BOTTOM DOME STRANER. (2) PROVIDE WITH NICKEL BRONZE 1/2 GRATE, CAST IRON INTERIOR.(8) PROVIDE WITH SEDIMENT BUCKET. (1) PROVIDE WITH TRAP SEAL DEVICE ASSE 1072 APPROVED.(7) PROVIDE COMMERCIAL GRADE CARRIER WITH FEET SECURELY BOLTED TO THE FLOOR AND ALL FIXTURE MOUNTING ACCESSORIES. PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL MIN. TRAP SIZE SOIL OR WASTE VENT (1) COLD WATER HOT WATER REMARKS WATER CLOSET WC - 4" 2" 1" - (3)(4) PROVIDE COLOR BLACK WATER CLOSET - ADA WC - 4" 2" 1/2" - (3)(4) PROVIDE COLOR BLACK URINAL UR - 2" 2" 3/4" - LAVATORY L 1-1/4" 2" 2" 1/2" 1/2" MOP SERVICE BASIN MSB 3" 3' 2" 1/2" 1/2" (2) 2" MINIMUM WASTE BELOW GRADE. (4) ADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. (1) 2" MINIMUM VENT BELOW GRADE. (3) PROVIDE SHOCK ARRESTOR ON COLD WATER SUPPLY W/ ACCESS DOOR. BACKFLOW PREVENTER ASSEMBLY SCHEDULE PLAN CODE TYPE SYSTEM MFGR. MODEL INSTALLED QUANTITY LINE SIZE (INCHES) PRESSURE DROP (PSIG) MIN. FUNNEL DRAIN SIZE REMARKS MFGR. MODEL BFP-1 HORIZONTAL REDUCED PRESSURE DOMESTIC WATER WILKINS FICS 1 2-1/2 14 - (1)(2)(3)(5)(6) BFP-2 COMPACT REDUCED PRESSURE IRRIGATION WILKINS 975XL2 1 1-1/2 12 - (1)(3)(4)(6) BFP-3 COMPACT REDUCED PRESSURE EVAP COOLER WILKINS 975XL2 1 1 12 - (1)(3)(4)(6) (3) PROVIDE TESTING AND CERTIFICATION IN ACCORDANCE WITH COLORADO REQUIREMENTS. (6) REFER ALSO TO DETAIL. (2) ASSEMBLY PROVIDED WITH SHUTDOWN DEVICE.(5) PROVIDE FUNNEL WITH FULL SIZE DRAIN TO FLOOR SINK. (1) COMPLETE ASSEMBLY WITH VALVES, FULL LINE SIZE.(4) PROVIDE WITH BALL VALVE AND UNION. DOMESTIC WATER EXPANSION TANK SCHEDULE PLAN CODE MFGR. MODEL INSTALLED SERVICE CHARGE PRESSURE ACCEPT. VOLUME (GAL.) TOTAL VOLUME (GAL.) OPERATING WEIGHT (LBS.) WATER VOLUME (GAL.) REMARKS MFGR. MODEL DET-1 THERM-X-TROL ST-30VC DOM. HOT WATER 80 9.0 14 134 119 (1) (1) FLOOR MOUNTED TYPE. GAS DOMESTIC WATER HEATER SCHEDULE (CLOSED COMBUSTION) PLAN CODE MFGR. MODEL NO. SERVICE/LOC ATION INSTALLED CAPACITY (GALLONS) DIM. DIA.xH RECOVER IN GPH @ 80 DEG. TEMP. @ S.L. MBH INPUT @ S.L. EFFICIENCY (%) GAS TYPE GAS CONN. (IN) MIN. GAS PRESSURE (IN. W.C.) MAX GAS PRESSURE )IN. W.C.) FLUE CONN. (IN. W.C.) (8) COMBUSTION AIR INLET (IN. DIA.) REMARKS MFGR. MODEL NO. DWH-1 AO SMITH BTH-500 DOM. HOT WATER 119 33"x76" 576 500 95 NATURAL GAS 1-1/2" 4.8" 14" 4 4 (1)(2)(3)(4)(5)(6) (3) FACTORY INSTALLED T&P VALVE.(6) COORDINATE SPECIAL FLUE REQUIREMENTS WITH MFG. (2) ET-1, EXPANSION TANK; SEE PLAN FOR SIZE.(5) PROVIDE GAS PRESSURE REGULATOR UPSTREAM OF UNITS; MINIMUM OF 5" W.C. & 14 W.C. MAXIMUM GAS TO UNIT. (1) SET MAXIMUM HOT WATER DISCHARGE TEMP. TO 140°F.(4) ASTM STAMPED. (OVER 190 MBH OR 119 GALLON) SUMP PUMP SCHEDULE PLAN CODE MFGR. MODEL INSTALLED GPM TOTAL CAPACITY HEAD BASIN HP VOLT/PH REMARKS MFGR. MODEL ESP-1 WEIL 1413 50 25 - 1.0 480/3 (2) SP-1 WEIL 1418 40 28 30"x60" 1.0 480/3 (1) (2) PROVIDE WITH OIL DETECTION SYSTEM. (1) PROVIDE SIMPLEX PUMP SYSTEM, CONTROL PANEL, WITH EXTRA SET OF DRY CONTACTS FOR CONNECTIONS TO BAS. PROVIDE HIGH WATER ALARM (AUDIBLE) AND LIGHT. PROVIDE 3 FLOAT SYSTEM. ALL COMPONENTS TO BE COMPATIBLE. THERMOSTATIC MIXING VALVE SCHEDULE PLAN CODE MFGR. MODEL INSTALLED SERVICE MINIMUM FLOW (GPM) FLOW (GPM) @ 10 PSI P.D. INLET TEMP. °F OUTLET TEMP. °F ASSE STANDARD REMARKS MFGR. MODEL TMV-1 LEONARD 170A-LF POINT OF USE 0.25 1.25 140 110 1070 (1)(2) (2) ALL MIXING VALVES TO HAVE CHECK VALVES ON BOTH HOT AND COLD SUPPLIES. SOME UNITS HAVE INTEGRAL CHECK VALVES. VERIFY EACH LOCATION HAS CHECK VALVES. (1) LOCATE IN ACCESSIBLE LOCATION OR PROVIDE ACCESS DOOR. WATER HAMMER ARRESTER SCHEDULE PLAN CODE FIXTURE UNIT RATING P.D.I. SIZE ARRESTOR THROAT SIZE REMARKS SA-4 61-113 D 1-1/4" (1) (1) PROVIDE ISOLATION VALVE ON SUPPLY PIPING TO SHOCK ARRESTER. DOMESTIC CIRCULATING PUMP SCHEDULE PLAN CODE MFGR. MODEL INSTALLED SERVICE/LOCATION FLANGE SIZE CAPACITY (GPM) HEAD FT. WATER MOTOR REMARKS MFGR. MODEL HP (EACH) VOLTS/PH DCP-1 GRUNDFOS 32-100 F N MECH ROOM 3/4" 2.0 30 178 W 115/1 (1)(2)(3)(4) (2) PROVIDE ON/OFF WALL SWITCH.(4) PROVIDE TIMER FOR UNOCCUPIED SHUTDOWN. (1) LEAD FREE BRONZE OR STAINLESS STEEL PUMP. PROVIDE AQUASTAT CONTROLLER. (3) SET CONTROL MODE TO AUTO ADAPT. ASI-02 220000 - BASIC PLUMBING REQUIREMENTS GENERAL A.SEE ARCHITECTURAL SPECIFICATION FOR GENERAL CONDITIONS. B. PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL PLUMBING SYSTEMS. C.DRAWINGS ARE DIAGRAMMATIC ONLY. FOLLOW DRAWINGS AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHER TRADES WILL PERMIT. D. VISIT SITE AND INCLUDE ALLOWANCE IN BID FOR ALL COSTS RELATED TO THE MECHANICAL INSTALLATION. E. DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE OWNER. F. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE WORK OF OTHER TRADES. INSTALL ALL SLEEVES AND BLOCKOUTS; WATERPROOF AS REQUIRED. FIRESTOP ALL FLOOR AND RATED WALL PENETRATIONS. G.FIELD CHECK ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN BID FOR REMOVAL AND/OR RELOCATION OF EXISTING PIPING, DUCTW ORK, EQUIPMENT, ETC., AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING MECHANICAL SYSTEMS TO ALL OTHER WORK. EXISTING PIPING AND MATERIAL WHICH SHALL BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT EQUIPMENT SO NOTED, WHICH SHALL BECOME THE PROPERTY OF THE OWNER. H. RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A MARK-UP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. TURN OVER DRAWINGS TO OWNER/ARCHITECT UPON PROJECT COMPLETION. STANDARDS: A.ALL PLUMBING MATERIALS SHALL BE NEW, IN FIRST CLASS CONDITION, AND U.L. LISTED WHERE APPLICABLE. B. COMPLY WITH ALL APPLICABLE LOCAL AND STATE ORDINANCES. COMPLY WITH 2015 INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, AND NATIONAL FIRE PROTECTION ASSOCIATION IN EFFECT FOR THIS JURISDICTION. C.PROCURE AND PAY FOR ALL PERMITS, DEVELOPMENT FEES, LICENSES, AND LIABILITY INSURANCE, ETC. FURNISH CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM LOCAL INSPECTOR. D. MATERIAL SHALL BE AS SPECIFIED, AND/OR NOTED ON THE CONTRACT DRAWING. E. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. F. ALL PLUMBING WORK SHALL BE PERFORMED BY A STATE OF COLORADO LICENSED CONTRACTOR UNDER THE SUPERVISION OF A LICENSED PLUMBER. GUARANTEE A.REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. 220500 - BASIC MATERIALS AND METHODS GENERAL WORK INCLUDED A.REMOVALS AND/OR RELOCATION OF EXISTING PLUMBING PIPES, INSULATION, FIXTURES, AND OTHER ASSOCIATED EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING PLUMBING SYSTEMS TO ALL OTHER WORK. B. EXCAVATION AND BACKFILLING WORK SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL DEBRIS; EXCAVATION AND TRENCHING AS REQUIRED; THE HANDLING, STORAGE, TRANSPORTATION AND DISPOSAL OF ALL EXCAVATED MATERAL; ALL NECESSARY SHEETING, SHORING AND PROTECTION WORK; BACKFILLING; PIPE EMBEDMENT AND OTHER APPURTENANT WORK. EXCAVATION WORK SHALL BE PERFORMED IN A SAFE AND PROPER MANNER WITH APPROPRIATE PRECAUTIONS AGAINST ALL HAZARDS. EXCAVATIONS SHALL PROVIDE ADEQUATE WORKING SPACE AND CLEARANCES FOR THE WORK TO BE PERFORMED THEREIN. C.IF HAZARDOUS MATERIAL (I.E. ASBESTOS, LEAD-BASED PAINT, ETC.), IN ANY FORM, IS DISCOVERED BY THIS CONTRACTOR IN THE PROCESS OF THEIR WORK, THEY SHALL REPORT SUCH OCCURRENCE TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. WORK INCLUDED IN THIS SECTION A.COMPLETE INSTALLATIONS OF NEW PLUMBING FIXTURES AND TRIM, ASSOCIATED WASTE, VENT, AND HOT AND COLD WATER PIPING, INCLUDING ALL NEW CONNECTIONS TO EXISTING WASTE AND VENT STACKS AND EXISTING COLD/HOT/HOT RECIRCULATION WATER PIPING, INSULATION, HANGERS AND SUPPORTS, TO MAKE ALL SYSTEMS COMPLETE AND OPERATIONAL. B. BRANCH LINES AND FIXTURE CONNECTION SIZES SHALL BE AS SHOWN AND AS RECOMMENDED BY THE FIXTURE MANUFACTURER. PROVIDE HOSE BIBB WITH CAP AT ALL WATER SYSTEM LOW POINTS FOR EASY DRAINING. C.PROVIDE ALL REQUIRED INDIRECT DRAINS WITH AN AIR GAP TWICE THE DIAMETER OF THE INDIRECT PIPE. D. PROVIDE PIPE SLEEVES BY COMMERCIAL MANUFACTURER OF SUCH SLEEVES. E. PROVIDE EXPANSION AND CONTRACTION METHODS AND SYSTEMS SUBMITTALS ON ALL PIPING, SANITARY WASTE AND VENT, STORM DRAINAGE, DOMESTIC HOT AND COLD AND RECIRCULATION PIPING. EXPANSION AND CONTRACTION METHODS SHALL BE BASED ON PIPING MANUFACTURERS SELECTED AND SUCH MANUFACTURERS REQUIREMENTS. F. PROVIDE UL LISTED FIRESTOPPING SYSTEMS COMPOSED OF COMPONENTS THAT ARE COMPATIBLE WITH EACH OTHER, THE SUBSTRATES FORMING OPENINGS, AND THE ITEMS, IF ANY, PENETRATING THE FIRESTOPPING UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY THE FIRESTOPPING MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. G.PROVIDE COMPONENTS FOR EACH FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL MATERIAL. USE ONLY COMPONENTS SPECIFIED BY THE FIRESTOPPING MANUFACTURER AND APPROVED BY THE QUALIFIED TESTING AGENCY FOR THE DESIGNATED FIRE-RESISTANCE-RATED SYSTEMS. H. PENETRATIONS IN FIRE RESISTIVE RATED WALLS: PROVIDE FIRESTOPPING WITH RATINGS DETERMINED IN ACCORDANCE WITH UL 1479 OR ASTM E 814, AND NOT LESS THAN THE FIRE-RESISTANCE RATING OF THE WALL CONSTRUCTION BEING PENETRATED. I. PENETRATIONS IN HORIZONTAL ASSEMBLIES: PROVIDE FIRESTOPPING WITH RATINGS DETERMINED IN ACCORDANCE WITH UL 1479 OR ASTM E 814, AND NOT LESS THAN THE FIRE-RESISTANCE RATING OF THE FLOOR CONSTRUCTION BEING PENETRATED. J. PENETRATIONS IS SMOKE BARRIERS: PROVIDE FIRESTOPPING WITH RATINGS DETERMINED IN ACCORDANCE WITH UL 1479 OR ASTM E 814. K. FIREAND SMOKE BARRIER PENETRATION SEAL MANUFACTURERS: ELECTRIC PRODUCTS DIVISION/3M, DOW CORNING, FLAME STOP INC., METACAULK, HILTI. 220519 METERS AND GAUGES FOR PLUMBING PIPING A.PROVIDE PROPER METER OR GAUGE FOR EACH SYSTEM INCLUDING CONNECTOR PLUGS AND GAUGE COCKS. ACCEPTABLE MANUFACTURER, WEISS OR EQUAL. 220523 GENERAL DUTY VALVES FOR PLUMBING PIPING A.VALVES SHALL BE NSF/ANSI 372 COMPLIANT FOR POTABLE WATER SERVICE. VALVES FOR DOMESTIC WATER SHALL BE 3RD PARTY CERTIFIED. B. GATE VALVES (2-1/2 INCH AND LARGER); MSS-SP-70, 200 PSI CWP, NON-RISING STEM, BOLTED BONNET, RESILIENT WEDGE, NSF EPOXY COATED ASTM A126 CLASS B CAST IRON BODY OR ASTM A536 DUCTILE IRON BODY, HANDWHEEL OPERATOR. VALVE SHALL BE NSF/ANSI 372 COMPLIANT FOR POTABLE WATER SERVICE. NIBCO F-619-RW-LF OR EQUAL. C.BALL VALVES (LESS THAN OR EQUAL TO 2-1/2 INCH): MSS-SP-110, 600 CWP, TWO-PIECE ASTM B-584 LEAD-FREE CAST BRONZE BODY, FULL PORT, CHROME PLATE BALL, PTFE SEATS, ANTI-BLOWOUT EXTENDED STEM, SEPARATE PACKNUT WITH ADJUSTABLE STEM PACKING, VINYL COVERED STEEL LEVER HANDLE AND THREADED OR SOLDERED ENDS. VALVE SHALL BE NSF/ANSI 372 COMPLIANT. NIBCO MODEL T/S-585-80-LF-EL. D. BUTTERFLY VALVES (2-1/2 INCH AND LARGER): MSS-SP-67 DUCTILE IRON BODY, LEAD-FREE ALUMINUM BRONZE DISC, 316 STAINLESS STEEL STEM, EPDM SEAT, BRONZE BEARINGS, NON-METALIC BUSHINGS AND EPDM OR BUNA-N STEM SEALS. ANSI CLASS 125 OR 150 FLANGES, RATED FOR 150 PSI PRESSURE. PROVIDE EXTENDED NECK FOR INSULATION. ALL VALVES TO BE FULLY LUGGED BODY, DRILLED AND TAPPED. VALVE SHALL BE NSF/ANSI 372 COMPLIANT. NIBCO LD-2000N-3/5 OR EQUAL. E. CHECK VALVES: SWING CHECK VALVES 2-1/2 INCH AND SMALLER, MSS-SP-80, OR MSS-SP-139 PRESSURE RATING 200 CWP, ASTM B-584 LEAD-FREE BRONZE BODY AND BONNET, HORIZONTAL SWING DESIGN, Y PATTERN WITH TFE SEAT DISC, THREADED OR SOLDERED END CONNECTIONS, NSF/ANSI 372 COMPLIANT, NIBCO MODEL T/S-413-Y-LF OR EQUAL. F. DRAIN VALVES SHALL COMPLY WITH NSF/ANSI 372 FOR LEAD-FREE. VALVE SHALL BE EQUIPPED WITH A THREADED HOSE END WITH CAP AND CHAIN. NIBCO MODEL T/S-585-66-LF-HC-EL. G.STRAINERS: LEAD-FREE BRONZE BODY (ASTM B-584) WITH 20 MESH STAINLESS STEEL SCREEN, NSF/ANSI 372 COMPLIANT. WILKENS MODEL YBXL OR EQUAL. H. BALANCING/FLOW VALVES: 200 PSI, LEAD-FREE BRASS BODY, STAINLESS STEEL BALL, TFE SEATS. BLOWOUT PROOF STEM WITH EPDM “O” RING, VALVED READOUT PORTS, WITH HANDLE AND MEMORY STOP. “BELL & GOSSETT ITT CIRCUIT SETTER CB LEAD-FREE SERIES”, OR EQUAL. 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT A.PROVIDE MECHANICAL IDENTIFICATION FOR ALL NEW PIPING AND EQUIPMENT. IDENTIFICATION SHALL BE BY SETON OR BRADY AND CONSIST OF THE FOLLOWING: 1. BRASS VALVE TAGS WITH STAMPED LETTERS SHALL BE PROVIDED FOR ALL VALVES. SECURE TO THE VALVE WITH CHROME PLATED BALL CHAINS. PROVIDE FRAMED VALVE TAG SCHEDULE WITH GLASS FACE TO OWNER. 2. IDENTIFY ALL NEW PIPING AND EQUIPMENT WITH PAINTED STENCILS, PLASTIC PIPE MARKERS OR PLASTIC TAPE MARKERS. MARKERS SHALL INDICATE TYPE OF SERVICE AND DIRECTION OF FLOW. 3. ALL IDENTIFICATION SHALL CONFORM WITH ANSI A13.1. 220700 - PLUMBING INSULATION A.MANUFACTURERS: OWENS-CORNING; JOHNS-MANVILLE, CORP.; MANSON INSULATION CO.; ARMSTRONG; OR EQUAL. B. PLUMBING PIPING TO BE INSULATED AS FOLLOWS: 1. DOMESTIC COLD WATER. 2. DOMESTIC HOT WATER. 3. DOMESTIC HOT CIRCULATING WATER. 4. CONDENSATE PIPING 5. ROOF DRAIN BOWLS. 6. HORIZONTAL ROOF DRAIN PIPING. C.INSULATION SHALL BE SNAP-ON TYPE, FIBERGLASS PIPE INSULATION, WITH WHITE SELF-SEALING FLAME RETARDANT VAPOR BARRIER JACKET. ALL VALVES AND FITTINGS SHALL BE INSULATED. 1. COLD WATER AND ROOF DRAIN PIPIING: ½-INCH THICKNESS UP TO AND INCLUDING 1-1/4 INCH PIPE SIZE, 1 INCH THICKNESS FOR 1-1/2 INCH PIPE SIZE AND LARGER. 2. HOT WATER AND HOT WATER RECIRCULATION PIPING, CONDENSATE PIPING: 1-INCH THICKNESS UP TO AND INCLUDING 1-1/4 INCH PIPE SIZE, 1-1/2 INCH THICKNESS FOR 1-1/2 INCH PIPE SIZE AND LARGER. D. INSULATION SHALL MEET ALL CODE REQUIREMENTS AND FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NATIONAL FIRE PROTECTION ASSOCIATION 255 AND U.L. 723, NOT EXCEEDING FLAME SPREAD 25 AND SMOKE DEVELOPED 50 RATINGS. E. PROVIDE 360 CALCIUM SILICATE INSERTS AT ALL INSULATED HANGER LOCATIONS. PROVIDE 180 DEGREE GALVANIZED STEEL SADDLES. 221116 DOMESTIC WATER PIPING A.DOMESTIC COLD AND HOT WATER WITHIN THE BUILDING ABOVE GRADE, COPPER WATER TUBE, ASTM B88 AND CONFORM TO THE LEAD-FREE STANDARDS, TYPE “L”, HARD DRAWN, CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE, USING ONLY LEAD-FREE SOLDER, ASTM b32, MINIMUM TENSILE STRENGTH OF 5,900 PSI, CERTIFIED TO MEET NSF 372. B. PROVIDE NON-CONDUCTING DIELECTRIC FITTINGS OR DIELECTRIC WATERWAY COUPLINGS WHEN JOINING PIPE OF DISSIMILAR METALS. C.ADJUSTING , CLEANING AND BALANCING 1. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING AS FOLLOWS: a. PURGE ALL NEW WATER DISTRIBUTION PIPING SYSTEMS. CLEAN AND REPLACE STRAINERS. VERIFY ALL FAUCET AERATORS ARE OPERATIONAL AS DESIGNED. b. USE THE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY THE AHJ, OR IN THE CASE A METHOD IS NOT PRESCRIBED BY THE AHJ, THE PROCEDURE SHALL BE AS REQUIRED BY AWWA C651 OR AWWA C652 OR DESCRIBED IN THE PREVAILING CODE. 2. ADJUST AND BALANCE DOMESTIC HOT WATER CIRCULATION TO GPM INDICATED ON DRAWINGS. 221119 DOMESTIC WATER PIPING SPECIALTIES A.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE BACKFLOW PREVENTION AS REQUIRED BY CODE TO PREVENT CROSS-CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND ANY SOURCE OF POLLUTION OR CONTAMINATION. THIS APPLIES TO ALL PLUMBING, MECHANICAL EQUIPMENT AND IRRIGATION. B. CONTRACTOR SHALL PROVIDE WATER-HAMMER ARRESTORS IN ACCESSIBLE LOCATION OR PROVIDE ACCESS PANEL WHERE QUICK-CLOSING VALVES ARE UTILIZED. LEAD-FREE WATER-HAMMER ARRESTOR SHALL CONFORM TO ASSE 1010 AND NSF ANSI 372. 1. ACCEPTABLE MANUFACTURES: a. PPP INC. b. SIOUX CHIEF c. WATTS C.TEMPERED WATER SHALL BE PROVIDED TO ALL PUBLIC HAND WASHING FACILITIES. CONTRACTOR SHALL PROVIDE AN APPROVED WATER -TEMPERATURE LIMITING DEVICE CONFORMING TO ASSE 1070 AND NSF 61 ANNEX G AND/OR NSF 372, INSTALLED IN AN ACCESSIBLE LOCATION. 1. ACCEPTABLE MANUFACTURERS: d. POWERS e. LEONARD f. SYMMONS 221123 NATURAL GAS SYSTEMS A.NATURAL GAS PIPING EXPOSED LOCATIONS ABOVE GRADE, 2-INCH AND SMALLER, ASTM A 53 GRADE B, TYPE E SCHEDULE 40 BLACK STEEL, MALLEABLE IRON THREADED FITTINGS AND MALLEABLE THREADED UNIONS. 2-1/2 INCH AND LARGER PIPE, ASTM A 53 GRADE B TYPE S, SCHEDULE 40 SEAMLESS BLACK STEEL PIPE, FORGED STEEL SOCKET WELDED OR WROUGHT STEEL BUTT-WELDED FITTINGS. CONCEALED LOCATIONS SHALL HAVE WELDED JOINTS AND FITTINGS. B. BALL VALVES (NATURAL GAS): UP TO 2-INCH, BRASS BODY, ASME B16.33 (125 PSI) OR B I6.44 (5 PSI). 2-INCH TO 4-INCH, ASME B16.44 (5 PSI). APOLLO MODEL 94A OR EQUAL. VALVES SHALL BE LABELED WITH THE LISTING ORGANIZATION. C.LUBRICATED PLUG VALVES (NATURAL GAS): UP TO 6-INCH, IRON BODY PLUG VALVE. LISTED AND LABELED WITH CGA AND OR UL. MANUFACTURERS: HOMESTEAD, NORDSTROM OR EQUAL. 221316 SANITARY WASTE & VENT PIPING A.ABOVE GROUND: NO-HUB CAST IRON SERVICE WEIGHT, CISPI 301, WITH JOINTS MADE OF NEOPRENE GASKETS AND CISPI 310 STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES WITH NSF LISTING. B. BELOW GROUND: SERVICE WEIGHT CAST IRON, CLASS B, ASTM A74, HUB AND SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C564 NEPRENE GASKETS. 2. ACCEPTABLE CAST IRON MANUFACTURERS: a. TYLER b. AB & I c. CHARLOTTE C.BELOW GROUND: IRON PIPE SIZE (IPS) POLYVINYL CHLORIDE (PVC) SOLID WALL SCHEDULE 40 DWV, SOLID WALL CONFORMING TO ASTM D-1784 AND ASTM D-2665. FITTINGS: ASTM D-2665, PVC, SOLVENT CEMENT WITH LONG SWEEP BENDS. JOINING MATERIAL: SOLVENT CEMENT CONFORMING OF ASTM-2564 SUITABLE FOR TYPE AND SIZE OF PIPE INSTALLED AS RECOMMENDED BY THE PIPE MANUFACTURER. BELOW GROUND PIPING SHALL BE INSTALLED IN ACCORDANCE TO ASTM D 2321 AND ASTM F 1668.] 1. ACCEPTABLE PVC MANUFACTURERS: a. CHARLOTTE b. SPEARS c. HARVEL d. CRESLINE 221319 SANITARY WASTE PIPING SPECIALTIES A.CLEANOUTS 1. PROVIDE CLEANOUTS WHERE SHOWN ON THE DRAWINGS AND AT ALL BENDS GREATER THAN 45 DEGREES. CLEANOUTS SHALL BE SPACED AT NOT OVER 50-FEET APART IN ANY LINEAL RUN OF PIPING. CLEANOUTS SHALL BE ACCESSIBLE: IF NOT, THEY SHALL BE EXTENDED TO THE FLOOR ABOVE AND PROVIDED WITH CHROME WALL PLATE OR WHERE INSTALLED IN THE FLOOR A NICKEL BRONZE FLOOR COVER SHALL BE USED. 2. CLEANOUTS TO BE FULL SIZE OF THE PIPE LINE WHICH THEY ARE INSTALLED UP TO AND INCLUDING 4-INCH SIZE. e. ACCEPTABLE MANUFACTURERS: i. JOSAM ii. ZURN iii. JAY R. SMITH iv. WADE 221413 STORM DRAINAGE PIPING A.ABOVE GROUND: NO-HUB CAST IRON SERVICE WEIGHT, CISPI 301, WITH JOINTS MADE OF NEOPRENE GASKETS AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. B. BELOW GROUND: SERVICE WEIGHT CAST IRON, CLASS B, ASTM A74, HUB AND SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C564 NEPRENE GASKETS. C.SPECIAL CONSIDERATIONS FOR PIPING WITH OVER 30 FEET OF HEAD SHALL BE MADE UTILIZING HEAVY DUTY COUPLINGS, ASTM C-1540 WITH ROD AND RESTRAINTS OR VICTUALIC TYPE COUPLINGS AND GALVANIZED STEEL PIPE AND DWV TYPE FITTINGS. 3. ACCEPTABLE CAST IRON MANUFACTURERS: a. TYLER b. AB & I c. CHARLOTTE D. BELOW GROUND: IRON PIPE SIZE (IPS) POLYVINYL CHLORIDE (PVC) SCHEDULE 40 DWV,CONFORMING TO ASTM D-1784 AND ASTM D-2665. FITTINGS: ASTM D-2665, PVC, SOLVENT CEMENT WITH LONG SWEEP BENDS. JOINING MATERIAL: PRIMER CONFORMING TO ASTM F656 AND SOLVENT CEMENT CONFORMING OF ASTM-2564 SUITABLE FOR TYPE AND SIZE OF PIPE INSTALLED AS RECOMMENDED BY THE PIPE MANUFACTURER.] 1. ACCEPTABLE PVC MANUFACTURERS: a. CHARLOTTE b. SPEARS c. HARVEL d. CRESLINE E. PROVIDE CLEANOUTS ON STORM DRAINAGE PIPING AS DESCRIBED IN SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES. F. SUMP PUMP DISCHARGE PIPING ABOVE GRADE, 4-INCH AND SMALLER, ASTM B 88, TYPE L HARD DRAWN COPPER TUBE, WROUGHT COPPER SOLDER JOINT FITTINGS COMPLYING WITH ASME B16.22 OR CAST COPPER SOLDER JOINT FITTINGS COMPLYING WITH ASME B16.18. CAST COPPER ALLOY FLANGES SHALL BE CLASS 150 AND 300, AND COMPLY WITH ASME B16.24. JOINING MATERIAL SOLDER SHALL COMPLY W ITH ASTM B32, 95-5 LEAD FREE SOLDER. LEAD-FREE FLUX SHALL COMPLY WITH ASTM B813 223200 WATER HEATERS A.EXTENT OF WATER HEATER WORK REQUIRED BY THIS SECTION IS INDICATED ON DRAWINGS AND SCHEDULES. COORDINATE WATER HEATER BREECHING WITH MECHANICAL CONTRACTOR. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. B. COMMERCIAL GAS-FIRED WATER HEATERS: 1. WATER HEATERS AND EXPANSION TANKS SHALL BE ASME LISTED WHEN THE WATER HEATER STORAGE CAPACITY EXCEEDS 119 GALLONS OR 199,999 BTUH INPUT. 2. PROVIDE COMMERCIAL GAS-FIRED WATER HEATERS OF SIZES AND CAPACITIES AS INDICATED ON SCHEDULE. 3. ACCEPTABLE MANUFACTURERS: a. RHEEM b. A.O. SMITH c. STATE d. BRADFORD WHITE C.EXPANSION TANKS: 1. EXPANSION TANK: NSF 61 CERTIFIED, DIAPHRAGM TYPE, HEAVY-DUTY BUTYL RUBBER DIAPHRAGM, POLYPROPYLENE LINER STEEL TANK, 150 PSIG MAXIMUM PRESSURE, 200 DEGREE F MAXIMUM OPERATING TEMPERATURE. TANK SHALL BE CONSTRUCTED AND LABELED IN ACCORDANCE WITH ASME WHEN INDICATED. PRODUCT SHALL BE LEAD-FREE COMPLIANT. 2. ACCEPTABLE MANUFACTURERS: a. AMTROL THERM-X-TROL b. WATTS c. STATE D. CIRCULATION PUMPS: 1. ARMSTRONG PUMPS, INC. 2. BELL & GOSSETT, A XYLEM BRAND 3. GRUNDFOS PUMPS CORP. 4. TACO, INC. 223300 PLUMBING FIXTURES A.PLUMBING FIXTURES AND ASSOCIATED TRIM, SUPPORTS AND EQUIPMENT SHALL BE BASED UPON PRODUCTS MANUFACTURED BY THE FOLLOWING MANUFACTURERS. SEE PLUMBING EQUIPMENT SCHEDULE FOR DETAILED DESCRIPTION OF EACH FIXTURE: 1. VITREOUS CHINA: (ALL FIXTURES TO BE WHITE COLOR UNLESS OTHERWISE NOTED.) a. AMERICAN STANDARD b. KOHLER 2. FLUSHOMETERS: a. SLOAN ROYAL b. ZURN 3. FAUCETS: a. CHICAGO FAUCET b. SLOAN - SENSOR TYPE c. DELTA FAUCET d. OR EQUAL 4. TOILET SEATS: SOLID PLASTIC, WHITE COLOR, OPEN FRONT, NO COVER, SELF-SUSTAINING CHECK HINGE a. CHURCH b. OLSONITE c. BEMIS d. BENEKE 5. PLUMBING FIXTURE SUPPORTS: a. JAY R. SMITH b. ZURN c. JOSAM d. WADE 6. MOP SERVICE BASINS, MOLDED STONE: a. FIAT b. STERN-WILLIAMS c. ZURN - MOLDED STONE ONLY 7. TRAPS, LEAD-FREE STOPS AND SUPPLIES, DRAINS, AIR GAPS. P-TRAPS TO BE PROVIDED WITH CLEANOUT PLUG AND TO BE MINIMUM 17 GAUGE. ESCUTCHEONS ON WASTE ARMS TO FIT SNUG TO WALL. STOPS AND SUPPLY TUBES SHALL CONFORM NSF/ANSI 372 a. BRASSCRAFT b. OR EQUAL 8. ADA SINK/LAVATORY PIPE INSULATION a. TRUEBRO b. PLUMBEREX PRO-EXTREME SERIES c. DEARBORN-SAFETY SERIES d. MCGUIRE - PROWRAP ADA SEAMLESS INSULATOR SPECIFICATIONS © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 2 : 2 1 : 1 4 P M P-003 PLUMBING SPECIFICATIONS St a n l e y H o t e l C a r r i a g e H o u s e Author 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker BCER PROJECT 89319007 REVISION DATE 05/01/20 4 3 2 1 AC DE 2"PD UP SP-1 3"SD 4"BD 4"W UP TO WCO 2"V UP 3"W UP TO MSB 2"W UP TO FD2"W UP TO FD 2"V UP 3"SD UP TO AD 3"SD UP TO AD 3"SD 3"SD 3"SD UP TO AD IE=83.47' P-501 1 2"W UP TO UR 2"W UP TO UR 3"W UP TO FD 3"W UP TO FS 2"V UP 4"W UP TO FS 4"BD 2"V UP4"W UP TO FS 4" B D 2"W DN P7 ESP-1ESP-1 2"PD UP B IE=85.96' IE=85.10' P1 IE=85.50' P17 P24 3"W UP TO FS IE=84.23' IE=86.50' 2"V UP 3"SD 3"SD UP TO FCO 3"SD UP TO FCO 3" S D 4"BD 4"BD 4"BD 4"W UP 3"W UP 3"W UP 3"W UP 4" B D 3"BD 2"V UP P31 4"BD P32 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 2 2 / 2 0 2 0 1 1 : 0 2 : 1 0 A M P-100 UNDERGROUND PLUMBING PLAN St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 N 0 8'8' 4' 1/4" = 1'-0" 1 UNDERGROUND PLUMBING PLAN 2. BUILDING AND STORM DRAIN TO BE SLOPED AT 1/8"/FT. 1. GREASE WASTE TO BE SLOPED AT 1/4"/FT. GENERAL NOTES REVISION DATE ASI-01 05.15.2020 ASI-02 05.22.2020 WORK NOTES P1 REFER TO CIVIL DRAWINGS FOR CONTINUATION. P7 BACKWATER VALVE, JR SMITH MODEL 7012 OR EQUAL, SUPPORT FROM BASE. PROVIDE 48"ØX4'-0" DEEP FIBERGLASS BASIN AS MANUFACTURED BY TOPP INDUSTRIES, OR EQUAL. REFER TO DETAIL NO. 4 ON SHEET P-602 FOR ADDITIONAL INFORMATION. P17 SD TOP OF PIPE = 84.90', BD INVERT = 85.32'. P24 ESP-1, ELEVATOR SUMP PUMP. REFER TO DETAIL NO. 3 ON SHEET P-602 FOR ADDITIONAL INFORMATION. P31 PROVIDE SLEEVE THROUGH STEM WALL. P32 CIVIL TO PROVIDE PROVIDE 4" TWO-WAY GCO IN PARKING AREA TO THE EAST. ASI-01 ASI-02 ASI-02 ASI-02 L-1 MSB-1 UR-1 UR-2 WC-1 WC-1 WC-1WC-1 WC-2 WC-2 M BFP DET-1 TMV-1 TMV-1 DCP-1 BFP SA-4 L-1 TMV-1 TMV-1 MSB-1 4 3 2 1 AC DE 2"FD-12"FD-1 2"FD-12"FD-1 4" G W 4"GW DN BFP-2 SP-1 P5 3"FD-23"FD-2 3" 3/4"2" 2 1/2" P6 P4 2"V DN 1/2" 2" 3"AD-13"AD-1 3"AD-13"AD-1 3"AD-13"AD-1 P-501 1 P-501 2 MAU-1 DOAS-1 IE=92.00' 4"FS-14"FS-1 G G G P8 P11 P10 BFP-1 P9 3"FS-13"FS-1 2"V DN IE=95.00' P1 2"PD DN PD 2" IE=98.00' P12 4"SD 1 1/2" G G 2"V DN TI STORAGE B08 THEATER B02 LOBBY B01 SHOP/BAR B03 B.O.H. B02A ELECTRICAL B07 LOBBY B01 1 1/4" 4"W DN P5 2"PD DN PD BFP-3 P1 P14 P15 DWH-1 P16 B P18 2" 3" P21 B-1 HB-1 3/4"CW DN 2"V DN 3"FS-13"FS-1 2" 2" P25 2" TI STORAGE B08 G G G 4" 4" 1 1/4" 4"G UP P1 P1 3"SD UP 4"SD UP P1 LCO P1 4"SD UP P30 P29 P23 4"FS-14"FS-1 P15 3"FCO3"FCO 3"FS-13"FS-1 4"FCO4"FCO 2"V DN 3"FD-13"FD-1 IE=92.00' P20 P1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 2 2 / 2 0 2 0 1 1 : 0 2 : 1 2 A M P-200 BASEMENT PLUMBING PLAN St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 1. GREASE WASTE PIPING TO BE SLOPED AT 1/4"/FT. GENERAL NOTES N 0 8'8' 4' 1/4" = 1'-0" 1 BASEMENT PLUMBING PLAN REVISION DATE ASI-01 05.15.2020 ASI-02 05.22.2020 WORK NOTES P1 REFER TO CIVIL DRAWINGS FOR CONTINUATION. P4 CAP FOR FUTURE EXTENSION. P5 TRANSITION 2"PD TO 4"W GRAVITY DRAIN AT THIS POINT. P6 3"V, 2"CW, 2"HW, 1/2"HWC UP. P8 1"G DOWN TO BOILER. CONTRACTOR TO COORDINATE GAS CONNECTION LOCATION OF UNIT AND ROUTE PIPING ACCORDINGLY. TERMINATE WITH SHUTOFF VALVE, UNION AND 6" DIRT LEG. P9 2"G DOWN TO WATER HEATER. CONTRACTOR TO COORDINATE GAS CONNECTION LOCATION OF UNIT AND ROUTE PIPING ACCORDINGLY. TERMINATE WITH SHUTOFF VALVE, UNION AND 6" DIRT LEG. P10 3"G DOWN TO MAKEUP AIR UNIT. CONTRACTOR TO COORDINATE GAS CONNECTION LOCATION OF UNIT AND ROUTE PIPING ACCORDINGLY. TERMINATE WITH SHUTOFF VALVE, UNION AND 6: DIRT LEG. P11 2"G DOWN TO DEDICATED OUTDOOR AIR SYSTEM. CONTRACTOR TO COORDINATE GAS CONNECTION LOCATION OF UNIT AND ROUTE PIPING ACCORDINGLY. TERMINATE WITH SHUTOFF VALVE, UNION AND 6" DIRT LEG. P12 REFER TO IRRIGATION DRAWINGS FOR CONTINUATION. P14 REFER TO FIRE PROTECTION DRAWINGS FOR CONTINUATION. P15 REFER TO ISOMETRIC NO. 3 ON SHEET P-501 FOR PIPING ARRANGEMENT OF WATER METER, PRESSURE REDUCING VALVE, AND BACKFLOW PREVENTERS. P16 KEEP GREASE WASTE PIPING AS LOW AS POSSIBLE AT THIS POINT TO ALLOW FOR 1/4"/FT SLOPE FROM THE KITCHEN. P18 1-1/4"G CAPPED FOR FUTURE EXTENSION TO PATIO FIREPIT. P20 CIVIL TO PROVIDE PROVIDE 4" TWO-WAY GCO WITHIN 5'-0" OF THE SOUTH EDGE OF THE PATIO AREA. P21 SP-1, SUMP PUMP CONTROL PANEL. REFER TO DETAIL NO.1 ON SHEET P-602 FOR ADDITIONAL SUMP PUMP INFORMATION. P23 REFER TO GAS WATER HEATER DETAIL NO. 4 ON SHEET P-602 FOR VALVES AND ADDITIONAL INFORMATION. P25 REFER TO WATER HEATER DETAIL FOR CW, HW, HWC ROUTING FROM THIS POINT. PROVIDE SHUTOFF VALVE ON CW AT TAKEOFF FROM MAIN. P29 (2) 2"VENT FROM GREASE INTERCEPTOR. P30 (2) 2"VENT UP, DO NOT COMBINE UNTIL 42" MINIMUM ABOVE FINISHED FLOOR. ASI-01 ASI-02 ASI-02 M 4 3 2 1 AC DE G G DN P2 P2 P3 3"V DN P4 B 4"V UP P22 P22 P22 P22 P22 P22 P22 P22 4"SD DN 4"SD DN P26 P26 GAS METER SET BY XCEL ENERGY, SET REGULATOR AT 10"W.C. (APPROX. 4904.5 MBH) (APPROX. 6107.7 CFH) 5" 4"G UP/DN G 4" 4" 3"W UP TO RD 3"OD UP TO OFD 3"OD DN 3"SD DN 3"DSN-13"DSN-1 (41 GPM) P27 4" 2"V DN 2" 4"V UP TO VTR © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 2 : 2 1 : 1 9 P M P-201 LEVEL 1 PLUMBING PLAN St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 N 0 8'8' 4' 1/4" = 1'-0" 1 LEVEL 1 PLUMBING PLAN REVISION DATE WORK NOTES P2 VALVE AND CAP FOR FUTURE EXTENSION. P3 2"CW, 2"HW, 1/2"HWC DOWN TO BASEMENT. COORDINATE WITH DUCTWORK AND OTHER PIPING. P4 CAP FOR FUTURE EXTENSION. P22 REFER TO CIVIL DRAWINGS FOR STORM DRAIN CONNECTION TO DOWNSPOUT AND CLEANOUT DETAIL. P26 REFER TO ARCHITECTURAL DETAIL FOR DOWNSPOUT CONNECTION TO 4" SD PIPING IN CHASE. P27 SLOPE STORM AND OVERFLOW PIPING AT 1/4" PER FOOT. 05/01/20 EF-2 4 3 2 1 AC DE B 3"OFD-13"OFD-1 (41 GPM) (1316 SF) 3"RD-13"RD-1 (41 GPM) (1316 SF) 4"VTR KEF-1 CU-1 EF-1 KEF-2 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 2 : 2 1 : 2 0 P M P-202 ROOF PLUMBING PLAN St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 N 0 8'8' 4' 1/4" = 1'-0" 1 ROOF PLUMBING PLAN REVISION DATE 05/01/20 2" 4"4" 4"4" 2" 4"WCO 4"WCO 4"WCO WC-2 WC-2 UR-2 UR-1 L-1 L-1 L-1 L-1 2"WCO 2"WCO WC-1 WC-1 WC-1 WC-1 2"FD-1 2"FD-1 2"WCO 2"WCO 2"2" 2" 2" 2" 2" 2" 2" 2" 2" 3" 2" 2" 2" 2" 2" 4" 4" 3" 3" WC-2 WC-2 UR-2 UR-1 L-1 L-1 L-1 L-1 WC-1 WC-1 WC-1 WC-1 2"HEADER SA-4 2"HEADER 1/2" 1" 2" MSB-1 3/4" 2-1/2" 1" 1-1/2" TO IRRIGATION TO MAU-1 BFP-3 BFP-2 BFP-11" 2" TO BLDG 2" WATER METER, COORDINATE TYPE AND MODEL WITH ESTES PARK WATER DISTRICT STRAINER ACV PRESSURE REDUCING VALVE, ZURN MODEL ZW209BP. SET AT 95 PSI. NOTES: REFER TO DETAIL NO. 5 ON SHEET P-601 FOR ADDITIONAL VALVES AND INFORMATION FOR BFP-1 REFER TO DETAIL NO. 6 ON SHEET P-601 FOR ADDITIONAL VALVES AND INFORMATION FOR BFP-2 REFER TO DETAIL NO. 2 ON SHEET P-602 FOR ADDITIONAL VALVES AND INFORMATION FOR BFP-3 IRRIGATION TO BE OPERATED AT OFF PEAK RESTAURANT HOURS 2-1/2" 2" 1-1/2" TO CITY MAIN M BSMT LVL (F)KITCHEN 2500 MBH 3113.3 CFH (ESTIMATE) GAS METER SET BY EXCEL ENERGY, SET PRESSURE TO 10" W.C. (4904.5 MBH) (6107.7 CFH) 3" 2" MAU-1 1055 MBH 1313.8 CFH DOAS-1 444 MBH 553.7 CFH 4"1-1/4" (F)FIRE PIT 200 MBH 249.1 CFH (ESTIMATE) 4" (F)FIREPLACE 60 MBH 74.7 CFH (ESTIMATE) (F)FIREPLACE 60 MBH 74.7 CFH (ESTIMATE) 4" 4" 3/4"B-1 85 MBH 105.9 CFH 2" DWH-1 500 MBH 622.5 CFH 4" ALL GAS CONNECTIONS TO BE HARD TYPE WITH SHUTOFF VALVE, UNION AND 6" DIRT LEG 5" © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 2 1 / 2 0 2 0 4 : 2 5 : 5 2 P M P-501 PLUMBING ISOMETRICS St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE ADDENDUM 1 07.15.2020 ADDENDUM 2 07.22.2020 NOT TO SCALE 1 TOILET ROOM WASTE/VENT ISOMETRIC NOT TO SCALE 2 TOILET ROOM DOMESTIC WATER ISOMETRIC NOT TO SCALE 3 BACKFLOW PREVENTER ARRANGEMENT ISOMETRIC NOT TO SCALE 4 GAS PIPING SCHEMATIC ADD 1 6.00 14400 0.99 14256.00 5.00 8880 0.99 8791.20 4.00 4910 0.99 4860.90 3.00 2410 0.99 2385.90 2.50 1360 0.99 1346.40 2.00 854 0.99 845.46 1.50 443 0.99 438.57 1.25 296 0.99 293.04 1.00 144 0.99 142.56 0.75 77 0.99 76.23 0.5 175 P.D. L.F. Pipe Size (inch) Pipe capacity CFH Based... Specific Gravity Factor Actual CFH Low Pressure Pipe Sizing Chart - 2018 IFGC Table402.4(2) Total Equivalent Length:172.5 Lineal Feet Equivalent Length Factor:X 1.5 Measured Distance of Pipe: 115 Total CFH:6,107.7 CFH Gas Heating Value:803 BTU/CF (3) Total BTUH:4,904,500 Totals 4,904,500 0 0 6"-8" 0 0 0 6"-8" 0 1 KITCHEN 2500 6"-8" 2,500,000 1 FIRE PIT 200 6"-8" 200,000 1 FIREPLACE - EXTERIOR 60 6"-8" 60,000 1 FIREPLACE - INTERIOR 60 6"-8" 60,000 1 DWH-1 500 6"-8" 499,900 1 B-1 85 6"-8" 85,000 1 MAU-1 1055 6"-8" 1,055,000 1 DOAS-1 445 6"-8" 444,600 Quantity Equipment MBH/Unit @ S.L. Required W.C. Total BTUH Gas Heating Value 803 BTU/CF Specific...0.61 Natural Gas Sizing For Building Mains - Low Pressure ADD 2 ADD 2 07/22/20 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WITH MONITOR SWITCH AND FLOOD CONTROL INTEGRATED SYSTEM. NON RISING STEM GATE VALVE WITH SOFT SEATS FURNISHED WITH BACKFLOW PREVENTER. FLANGED WYE STRAINER WITH BLOW DOWN VALVE PIPED TO FLOOR DRAIN. DOMESTIC WATER MAIN FROM CITY MAIN. DOMESTIC WATER TO BUILDING FIXTURES. WAFER CHECK VALVE. PIPE SUPPORT OR PIPE STAND, 1 1.2" DIA. STEEL PIPE MIN. SET PLUMB. PROVIDE AUXILIARY ANGLED SUPPORTS BOLTED TO FLOOR TO PREVENT SWAY, MIN. OF 2 SUPPORTS FOR EACH BFP. EXTEND INDIRECT DRAIN TO FLOOR SINK, SIZE TO MATCH FUNNEL DRAIN SIZE. PIPING TO BE COPPER WITH SOLDER JOINTS. SUPPORT FROM FLOOR WITH UNISTRUT AND ANCHOR SECURELY TO AVOID MOVEMENT. 6x6x1/8 INCH FLOOR PLATE FOR PIPE SUPPORT. CONCRETE ANCHORS. BUILDING ISOLATION VALVE. PROVIDE TESTING AND REPORT ON BACKFLOW PREVENTERS IN ACCORDANCE WITH THE CROSS CONNECTION STANDARDS AND STATE PLUMBING CODE REQUIREMENTS. FLANGE SADDLE. PRESSURE GAUGE. FLOOD CONTROL INTEGRATED SYSTEM SOLENOID CONTROL VALVE. INSTALL PER MANUFACTURER RECOMMENDATIONS. RE: SCHEDULE. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. ELECTRONIC SOLENOID TIMER. WIRE ELECTRONIC SOLENOID TIMER TO LOCAL ALARM SYSTEM. WORK NOTES FOR DOMESTIC WATER MAIN BACKFLOW PREVENTER: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ELEVATION 49 10 13 11 14 16 36 17 18 2 15 9 10 7 910 8 9 10 9 1010 9 7 1122 13 13 6 14 5 ~ NORMALLY CLOSED FLOOR DRAIN, SHALL BE TWICE THE SIZE OF WATER MAIN SIZE FINISHED FLOOR GENERAL NOTE: ALL COMPONENTS IN CONTACT WITH DOMESTIC WATER SHALL BE CODE COMPLIANT LEAD-FREE. 3 10 11 8 6 9 29 1 5 7 8 10 11 9 2 12 11 11 13 10 4 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY. PROVIDE WITH FUNNEL AND DRAIN PIPING TO FLOOR DRAIN. WYE STRAINER WITH BLOW DOWN VALVE. DOMESTIC WATER MAIN FROM BUILDING MAIN OR POINT OF ENTRY INTO BUILDING. WATER TO BUILDING. SUPPORT BFP FROM WALL OR FROM FLOOR. FROM AIR GAP FITTING EXTEND INDIRECT DRAIN TO FLOOR DRAIN. INDIRECT DRAIN PIPING SIZE TO MATCH FUNNEL OUTLET. PIPING TO BE COPPER WITH SOLDER JOINTS. SUPPORT FROM FLOOR WITH UNISTRUT AND ANCHOR SECURELY TO AVOID MOVEMENT. PROVIDE TESTING AND REPORT ON BACKFLOW PREVENTERS IN ACCORDANCE WITH THE COLORADO CROSS CONNECTION STANDARDS AND STATE PLUMBING CODE REQUIREMENTS. SOFT SEAT BRONZE CHECK VALVE. UNION, TYP. LOCATE SO VALVES CAN BE REMOVED FROM PIPING. PRESSURE GAUGE. FULL PORT BALL VALVE (TYPICAL). PRESSURE REGULATING VALVE. SET OUTLET PRESSURE AT 60 PSI. FULL SIZE BYPASS WITH BALL VALVE (NORMALLY CLOSED). WORK NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 BALL VALVEBALL VALVE CHECK VALVE THERMOSTATIC BALANCE VALVE CALEFFI THERMOSETTER 116, OR EQUAL NOTE: 1. ALL COMPONENTS TO BE NSF 372 (LEAD FREE) COMPLIANT. PIPE SIZE 2 43 0.5 21 0.5 13 0.5 8 IECC PIPING VOLUME & MAXIMUM LENGTHS ** MAXIMUM PIPING LENGTH (FT) * PIPE SIZE SHALL BE BASED ON THE LARGEST PIPE SIZE FROM MAIN ** PIPING LENGTHS INDICATED ARE FROM BRANCH TO STOP * 1/2" 3/4" 1" 1-1/4" DUAL TEMPERATURE WATER TO FAUCET, SET TMV OUTLET TEMPERATURE AT 110°F. SINGLE TEMPERATURE WATER TO SENSOR OR METERING FAUCET, SET TMV OUTLET TEMPERATURE AT 102°F. PUBLIC LAVATORY OTHER FIXTURES MAXIMUM LENGTH TO STOPS PER TABLE ADJACENT FLOOR 1/2" STOP (TYP.) TMV-1 (TYPICAL) SEE PLAN FOR QUANTITIES CEILING CALEFFI MODEL 116 THERMOSETTER SET AT 110°F 1/2" SEE ISOMETRIC FOR ALL PIPE SIZES FINISHED GRADE SECURED ID COVER WITH VANDAL PROOF SCREWS COMBINATION Y & 1/8 BEND FITTING EXTERIOR CLEANOUTS SHALL BE SET IN A 24"x24"x10" CONCRETE COLLAR OR POURED WITH SURROUNDING CONCRETE. RISER TO GRADE SHALL BE CAST IRON WITH CLEANOUT AND BRASS PLUG. ACCESS COVER AND FRAME SHALL BE A HEAVY DUTY JOSAM 58680-5 WITH DUCTILE IRON COVER. COVER TO HAVE SCORIATED TOP WITH WORDING ON COVER APPLICABLE TO SERVICE. LUBRICATE BRASS PLUG PRIOR TO INSTALLATION. FLOW PLUG WHEN NOT EXTENDED CHROME WALL COVER AND SCREW ALLOW 18" CLEAR SPACE IN FRONT OF CLEANOUT HUB & SPIGOT (TYP.) 45° C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE FIRE STOP AT ALL FLOOR PENETRATIONS FLOOR LINE NO HUB COUPLING (TYP.) SANITARY TAPPED TEE WITH CLEANOUT WALL MAY EXTEND AS A WASTE OR VENT © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 2 : 2 1 : 2 3 P M P-601 PLUMBING DETAILS St a n l e y H o t e l C a r r i a g e H o u s e REG 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE NOT TO SCALE DOMESTIC WATER MAIN INTERIOR INSTALLATION - REDUCED PRESSURE BACKFLOW PREVENTER DETAIL5 221116.37 NOT TO SCALE 6 MECHANICAL EQUIPMENT MAKEUP INTERIOR INSTALLATION -REDUCED PRESSURE BACKFLOW PREVENTER DETAIL (2" AND SMALLER) NOT TO SCALE 4 BALANCE VALVE ASSEMBLY DETAIL NOT TO SCALE 3 PUBLIC LAVATORY PIPING DIAGRAM NOT TO SCALE 1 EXTERIOR GRADE CLEANOUT (GCO) DETAIL NOT TO SCALE 2 WALL CLEANOUT (WCO) DETAIL 05/01/20 G G T FULL SIZE DOWN AND OPEN-SITE OVER NEAREST FLOOR SINK 2" 2" 3/4" 3/4" HOT WATER CIRC. PUMP, DCP-1 REFER TO SCHEDULE REFER TO HVAC DRAWINGS FOR INTAKE AND FLUE ROUTING. PROVIDE VENT TERMINATION KIT AS RECOMMENDED BY MFG. 140°F HOT WATER TO SYSTEM POWER FOR ELECTRONIC SPARK PILOT IGNITION ASHRAE 90.1 STANDARD COLD WATER SUPPLY DET-1, EXPANSION TANK, RE: TO SCHEDULE COMBUSTION AIR INTAKE DIELECTRIC UNION (TYP.) 4" CONCRETE PAD WATER HEATER DWH-1 DRAIN VALVE FLOOR 6" DIRT LEG T/P RELIEF 0-200°F, TYP. AQUASTAT 2" 2" E 3/4" WATTS N36-MI VACUUM RELIEF VALVE FLUE VENT, VERIFY FLUE MATERIAL WITH MFG. PUMP CONTROL PANEL, LOCATE ON WALL NEAR SUMP. PANEL SHALL BE NEMA 4 RATED, HAVE START/STOP SWITCH, RUN PILOT LIGHT, TEST/TOGGLE PILOT, HIGH WATER PILOT LIGHT, AUDIBLE ALARM, AND DRY CONTACTS FOR REMOTE ALARM, 3 FLOAT OPERATION, ITT CENTRIPRO CONTROL PANEL OR EQUIVALENT. 3" VENT F.F. = 87.00' (ARCH) DUPLEX COVER, SEAL AIRTIGHT 2" DISCHARGE (PRESSURE) 2" PRESSURE PIPING, TRANSITION AT POINT WHERE GRAVITY DRAINAGE BEGINS REFER TO PLAN FOR CONTINATION BALL VALVE, THROTTLE FLOW TO 40 GPM MAX. 2" GATE VALVE 2" CHECK VALVE BRASS CLEAT AT WALL FOR EXCESS CABLE STORAGE ANTI FLOAT FLANGE 30"ø x 5'-0" DEEP FIBERGLASS BASIN WITH ANTI-FLOAT FLANGE SWITCH SUPPORT MOUNTING POLE INSTALL BASIN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS HIGH WATER ALARM MERCURY FLOAT SWITCH LEAD PUMP START PUMP OFF AND ALTERNATE ANTI FLOAT FLANGE 3"SD I.E.=85.10' (ARCH) STEEL CABLE FOR PUMP REMOVAL (TYP.) WITH RAIL SYSTEM UNION (TYP.) SEP-1 SEWAGE EJECTOR PUMP 12" 15" 5" 3" 2" BOTTOM OF BASIN MAY BE IN WATER TABLE. INSTALL BASIN IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CONSTRUCTION NOTES: 1. 2. STRUCTURAL TO PROVIDE THICKENED SLAB AROUND BASIN PROVIDE FLO-FILL AROUND BASIN ~ FLOOR DRAIN, SHALL BE TWICE THE SIZE OF WATER MAIN SIZE FINISHED FLOOR GENERAL NOTE: ALL COMPONENTS IN CONTACT WITH DOMESTIC WATER SHALL BE CODE COMPLIANT LEAD-FREE. 3 10 11 8 6 9 29 1 5 7 8 10 4 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY. PROVIDE WITH FUNNEL AND DRAIN PIPING TO FLOOR DRAIN. WYE STRAINER WITH BLOW DOWN VALVE. DOMESTIC WATER MAIN FROM BUILDING MAIN OR POINT OF ENTRY INTO BUILDING. WATER TO BUILDING. SUPPORT BFP FROM WALL OR FROM FLOOR. FROM AIR GAP FITTING EXTEND INDIRECT DRAIN TO FLOOR DRAIN. INDIRECT DRAIN PIPING SIZE TO MATCH FUNNEL OUTLET. PIPING TO BE COPPER WITH SOLDER JOINTS. SUPPORT FROM FLOOR WITH UNISTRUT AND ANCHOR SECURELY TO AVOID MOVEMENT. PROVIDE TESTING AND REPORT ON BACKFLOW PREVENTERS IN ACCORDANCE WITH THE COLORADO CROSS CONNECTION STANDARDS AND STATE PLUMBING CODE REQUIREMENTS. SOFT SEAT BRONZE CHECK VALVE. UNION, TYP. LOCATE SO VALVES CAN BE REMOVED FROM PIPING. PRESSURE GAUGE. FULL PORT BALL VALVE (TYPICAL). WORK NOTES: 1 2 3 4 5 6 7 8 9 10 11 REFER TO SCHEDULE FOR SUMP DESIGNATION RE: ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BASIN SUMP PROVIDE FLOAT SYSTEM, COORDINATE WITH PUMP CONTROL PANEL UNION FOR GRATING REQUIREMENTS, RE: ARCHITECTURAL DRAWINGS. PROVIDE OPENING IN GRATE FOR PIPING 2"CHECK VALVE (TYP.) 2"GATE VALVE (TYP.) BALL VALVE, THROTTLE FLOW TO 50 GPM MAX. ELEVATOR SHAFT 2"PUMP DISCHARGE, TYPE "L" COPPER WITH BRAZED JOINTS, SECURE TO ELEVATOR WALL FINISHED FLOOR CONTROL PANEL FOR SUMP PUMP AND FLOATS, COORDINATE FINAL LOCATION WITH OWNER AND ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR CEILING REFER TO PLANS FOR CONTINUATION PROVIDE SLEEVE AT PIPING EXIT THROUGH WALL OF SHAFT, REFER TO PLANS FOR LOCATIONS TRANSITION TO 4" AT POINT OF GRAVITY DRAINAGE ESP-1 48"Ø BOLTED SOILD COVER, AK INDUSRIES MODEL LB-4800, OR EQUAL FINISHED FLOOR OR GRADE BACKWATER VALVE, JAY R. SMITH MODEL 7012 OR EQUAL, SUPPORT FROM BASE REFER TO DRAWINGS FOR LINE SIZE CORE DRILL PENETRATION AND CAULK AROUND PIPE (TYP.) 48"FIBERGLASS BASIN, AK INDUSTRIES, MODEL GB-48-200. OR EQUAL ANTI FLOAT FLANGE ELEVATION.=83.00' (ARCH) BOTTOM OF BASIN MAY BE IN WATER TABLE. INSTALL BASIN IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CONSTRUCTION NOTES: 1. 2. ELEVATION.=87.00' (ARCH) ~IE=83.50' (ARCH) STRUCTURAL TO PROVIDE THICKENED SLAB AROUND BASIN PROVIDE FLO-FILL AROUND BASIN © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 2 : 2 1 : 2 3 P M P-602 PLUMBING DETAILS St a n l e y H o t e l C a r r i a g e H o u s e Author 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker BCER PROJECT 89319007 REVISION DATE NOT TO SCALE 5 DIRECT COMBUSTION AIR GAS FIRED WATER HEATER PIPING DETAIL (W/ CIRC PUMP) NOT TO SCALE 1 STORM DRAINAGE SUMP PUMP DETAIL NOT TO SCALE 2 IRRIGATON INTERIOR INSTALLATION - REDUCED PRESSURE BACKFLOW PREVENTER DETAIL (2" AND SMALLER) NOT TO SCALE 3 ELEVATOR EJECTOR PUMP PIPING DETAIL NOT TO SCALE 4 BACKWATER VALVE ACCESS DETAIL 05/01/20 EXISTING 4" ABBREVIATIONS AND DESCRIPTIONS ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT MECHANICAL LEGEND SHEET METAL FITTINGS AND EQUIPMENT PIPING DESIGNATIONS, FITTINGS AND EQUIPMENT CONTROLS DEVICES BEVELED TAP OFF OF TOP H T VCP TYP (E) (R) (N) DIA, D C EL. CI CL AFF AP FIRE DEPARTMENT CONNECTION MANUAL VOLUME DAMPER MOTORIZED DAMPER MVD MD MIXED AIR INVERT ELEVATION MA I.E. FDC EA OUTSIDE AIR SUPPLY AIR RETURN AIR NIC RA SA NORMALLY OPEN NOT IN CONTRACT NORMALLY CLOSED OA NC NO SUPPLY ROUND DUCT UP (1.5D ELBOW) AIR FLOW - SUPPLY AIR FLOW DIRECTION RELOCATED VITRIFIED CLAY PIPE NEW EXISTING TYPICAL UNIT MOUNTED THERMOSTAT HUMIDISTAT M BD T VANED ELBOW LINEAR SLOT DIFFUSER VANED ELBOW RADIUS ELBOW; 1 DIAMETER DOUBLE VANED ELBOW CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER SUPPLY HEATING WATER RETURN HEATING WATER SUPPLY LOW PRESSURE STEAM CONDENSER WATER RETURNCR LPR LPS HWR CWR CS CWS HWS WALL MOUNTED THERMOSTAT N - INDICATES NIGHT S - INDICATES SENSOR FLEXIBLE DUCT CONNECTION MOTORIZED DAMPER MOTOR MANUAL VOLUME DAMPER FLEXIBLE DUCT DOOR UNDERCUT ACCESS PANEL BACK DRAFT DAMPER REFRIGERANT HOT GAS REFRIGERANT SUCTION REFRIGERANT LIQUID RHG RS RL MEDIUM PRESSURE STEAM HIGH PRESSURE STEAM HPR HPS MPR MPS SUPPLY AIR DIFFUSER RADIUS ELBOW F UC TCOAD TCEAD VENT THROUGH ROOFVTR S FS RETURN DUCT UP SUPPLY DUCT UP EXHAUST DUCT UP F AIR FLOW DIRECTION ARROW FLOW SWITCH FLOW TRANSMITTER FS FT H HUMIDITY SENSOR PDT PI PDS PRESSURE DIFFERENTIAL TRANSMITTER POSITION INDICATOR PRESSURE DIFFERENTIAL SWITCH PSL PRESSURE SWITCH LOW PSH PRESSURE SWITCH HIGH TSH TSL TEMPERATURE SWITCH LOW TEMPERATURE SWITCH HIGH T TEMPERATURE SENSOR MANUAL SWITCH P PRESSURE SENSOR S SP STATIC PRESSURE SENSOR SENSOR CO CARBON MONOXIDE N AQUASTATT PRESSURE SWITCH PRESSURE INDICATORPI PS HEAT RECOVERY RETURN HEAT RECOVERY SUPPLY HRR HRS INDICATOR LIGHT CONDENSATE DRAINCD (F)FUTURE SUPPLY ROUND DUCT DOWN (1.5D ELBOW) RETURN DUCT DOWN (MITERED ELBOW) EXHAUST DUCT DOWN (MITERED ELBOW) SUPPLY DUCT DOWN (MITERED ELBOW) BOD BOP UNO UNLESS NOTED OTHERWISE CONDENSER WATER (COMMON) PRE-COOLING WATER RETURN PRE-COOLING WATER SUPPLY PWR CDW PWS NON-POTABLE WATERNP POTABLE (COLD) WATERCW GASG UNIT HEATER DUCT END CAP BASEBOARD HEATER SOUND ATTENUATOR ABOVE FINISHED FLOOR ACCESS PANEL BOTTOM OF DUCT BOTTOM OF PIPE COMMON CAST IRON CENTER LINE ELEVATION DIAMETER EXHAUST AIR ARROW PARALLEL TO LINE INDICATES PITCH ARROW IN LINE INDICATES DIRECTION OF FLOW LOW PRESSURE STEAM (CONDENSATE) RETURN MEDIUM PRESSURE STEAM (CONDENSATE) RETURN HIGH PRESSURE STEAM (CONDENSATE) RETURN ROUND 90° CONICAL TAKE OFF FROM RECTANGLE TRUNK RECTANGULAR 90° TAKEOFF FROM RECTANGULAR TRUNK RECTANGULAR 90° TAKEOFF ON END OF MAIN W/MIN. 12" AIR CUSHION DOWNSTREAM ROUND 90° CONICAL TAKEOFF FROM RECTANGULAR TRUNK W/ MANUAL VOLUME DAMPER ROUND 90° SPIN-IN TAKEOFF FROM RECTANGULAR TRUNK W/MANUAL VOLUME DAMPER DUCT TRANSITION CONCENTRIC DUCT TRANSITION ECCENTRIC SIDE TAKEOFF AT REGISTER OR GRILLE BOTTOM TAKEOFF AT DIFFUSER. PROVIDE TYPICAL PROJECT BALANCING SIDE TAKEOFF AT DIFFUSER RECTANGULAR 90° TAKEOFF WITH BEVELED TAP ROUND DUCT DROP/ RISE IN PLAN RECTANGLE DUCT DROP/RISE IN PLAN DIRECTION OF VIEW M-? 1 DRAWN ON THIS SHEET BOX ##__ A PICTURE DESIGNATION NEW LIGHT LINE WEIGHT FOR EQUIPMENT, PIPING, SYMBOLS, TEXT, ETC. INDICATES EXISTING CONDITIONS WITH NEW WORK SHOWN AS DARK HEATING COIL CONTROL/COIL ACCESS INDICATES SUPPLY AND RETURN PIPING TO UNIT EQUIPMENT TERMINAL OR VAV BOX CFM GPM TB-103 650 1.2 POINT OF CONNECTION NEW TO EXISTING STEAM TRAP TEMPERATURE GAUGE METERM TEE DOWN ELBOW DOWN TEE UP BRANCH-BOTTOM CONNECTION BRANCH-TOP CONNECTION RISE OR DROP ELBOW UP UNION PIPE CAP OR PLUG PIPE ALIGNMENT GUIDE PIPE ANCHOR STRAINER FLEXIBLE CONNECTION STRAINER W/BLOWOFF VALVE EXPANSION JOINT PIPE CONNECTION HOSE END BALL VALVE W/ CAP VENTURI VACUUM BREAKER WELL 2-WAY CONTROL VALVE 3-WAY CONTROL VALVE PRESSURE REDUCING VALVE PRESSURE/TEMPERATURE TAP AUTOMATIC AIR VENT PRESSURE GAUGE W/ COCK CIRCUIT SETTER GLOBE VALVE CHECK VALVE TEMPERATURE/PRESSURE RELIEF VALVE BUTTERFLY VALVE BALANCING VALVE BALL VALVE PLUG VALVE SOLENOID VALVE CALIBRATED BALANCE VALVE GAUGE W/ PIGTAIL MANUAL AIR VENT NEEDLE VALVE PRESSURE INDEPENDENT VALVE GAS COCK GAS PRESSURE REGULATOR BASE MOUNTED PUMP IN-LINE PUMP 2-WAY VALVE DUCT SMOKE DETECTORS OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER VFD MS MOTOR STARTER VARIABLE FREQUENCY DRIVE DM DAMPER ACTUATOR H HUMIDIFIER CS CURRENT SENSOR HORNH FLOW SWITCHFS DIRECTION OF CUT SECTION DESIGNATION TCRAD RETURN OR EXHAUST REGISTER/GRILLE UNSHADED AREAS INDICATE DIRECTION OF AIR FLOW (IF NO SHADING, 4-WAY OR ADJUSTABLE) ROUND DUCT TAKE OFF FROM TOP OF DUCT BURIED, UNDERFLOOR OR UNDER DUCT AIR FLOW - RETURN OR EXHAUST 4" TEMPERATURE CONTROL EXHAUST AIR DAMPER TEMPERATURE CONTROL OUTSIDE AIR DAMPER TEMPERATURE CONTROL RETURN AIR DAMPER EQUIPMENT TYPE FLOOR #__ IF MULTIPLE TRANSITION TO SIZE ON PLANS CONTROL ENCLOSURE DASHED INDICATES EXISTING TO BE REMOVED FIRE/SMOKE DAMPER (# REFERS TO SCHEDULE) FIRE DAMPER SMOKE DAMPER CEILING AIR DEVICE WITH FIRE DAMPER DASHED INDICATES EXISTING TO BE REMOVED R D R D SOFT COLD WATERSCW CO2 CARBON DIOXIDE WORK NOTE SYMBOLM1 REVISION SYMBOL2 RETURN ROUND DUCT UP (1.5D ELBOW) RETURN ROUND DUCT DOWN (1.5D ELBOW) © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 1 2 A M M-001 MECHANICAL GENERAL INFORMATION St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 DENVER OFFICE COLORADO SPRINGS OFFICE 10807 NEW ALLEGIANCE DRIVE, SUITE 400 COLORADO SPRINGS, CO 80921 719.533.1112 5420 WARD ROAD, SUITE 200 ARVADA, CO 80002 303.422.7400 TAMPA OFFICE 12450 ROOSEVELT BLVD N., SUITE 305 ST. PETERSBURG, FL 33716 727.685.0458 MELBOURNE OFFICE 6555 N. WICKHAM ROAD, SUITE 104 MELBOURNE, FL 32940 321.241.4142 PROJECT ENGINEER PROJECT MANAGER KYLE DEADWYLER KDEADWYLER@BCER.COM 303.405.2867 PAUL MISKOWICZ PMISKOWICZ@BCER.COM 303.405.2902 CONTACT LIST DRAWING LIST - MECHANICAL M-001 MECHANICAL GENERAL INFORMATION M-002 MECHANICAL SCHEDULES M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SCHEDULES M-005 MECHANICAL SPECIFICATIONS M-006 MECHANICAL COMCHECK M-007 MECHANICAL COMCHECK M-200 BASEMENT MECHANICAL PLAN M-201 LEVEL 1 MECHANICAL PLAN M-202 ROOF MECHANICAL PLAN M-300 BASEMENT MECHANICAL PIPING PLAN M-301 LEVEL 1 MECHANICAL PIPING PLAN M-401 ENLARGED MECHANICAL PLANS M-501 MECHANICAL FLOW DIAGRAMS M-502 MECHANICAL FLOW DIAGRAMS M-503 MECHANICAL FLOW DIAGRAMS M-601 MECHANICAL DETAILS M-602 MECHANICAL DETAILS THIS PROJECT CONSISTS OF EXISTING BUILDING RENOVATION. A VARIABLE REFRIGERANT FLOW (VRF) SYSTEM FOR HEATING AND COOLING WILL BE PROVIDED. THE VRF SYSTEM WILL UTILIZE INDOOR DUCTED FAN COIL UNITS AND A DEDICATED OUTDOOR AIR UNIT TO PROVIDE VENTILATION TO EACH FAN COIL UNIT. THE KICHTEN WILL HAVE A NEW GREASE FAN SERVING GREASE HOODS AND AN INDOOR MAKEUP AIR UNIT. PROJECT NARRATIVE E.NATURAL GAS INPUTS ARE AT SEA LEVEL. D.HORSEPOWERS ARE CORRECTED FOR ALTITUDE. C.HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. B.STATIC PRESSURES AND AIR PRESSURE DROPS ARE AT SEA LEVEL. A.CFM IS AT ALTITUDE OF PROJECT. 24. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: 23. PRIOR TO BALANCING MECHANICAL CONTRACTOR SHALL PROVIDE A CLEAN SET OF FILTERS FOR AIR HANDLING UNITS. THIS CONTRACTOR SHALL PROVIDE A MEANS TO SIMULATE 50% LOADED FILTERS. SYSTEM SHALL BE BALANCED IN THIS MODE. 22. EXISTING EQUIPMENT AS NOTED ON THE DRAWINGS SHALL BE RETURNED TO THE OWNER AT THEIR DESIGNATED LOCATION. 21. EQUIPMENT E.E.R. AND/OR C.O.P. VALUES SHALL COMPLY WITH THE CURRENT EDITION OF ASHRAE 90.1. 20. PROVIDE REDLINE MARK-UPS FOR ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALL BE PROVIDED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. 19. MOUNT THERMOSTAT AT 48" ON CENTER ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ADA REQUIREMENT. 18. ALL OPENINGS FROM EXHAUST DUCTS, EXHAUST FANS, GRAVITY ROOF VENTS, INTAKE LOUVERS AND GOOSENECKS SHALL BE A MINIMUM OF 12" ABOVE THE TOP OF THE FINISHED ROOFING SURFACE. 17. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS. WHERE DUCT LINER IS USED, THE THICKNESS OF THE LINER TO MAINTAIN THE CLEAR INSIDE DIMENSION HAS BEEN INCLUDED. REFER TO DUCT INSULATION / LINER SCHEDULE AND/OR DIVISION 23 OF THE SPECIFICATIONS. 16. CONTRACTOR SHALL CONSTRUCT AND INSTALL DUCTWORK ACCORDING TO SMACNA STANDARDS AS A MINIMUM REQUIREMENT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 15. PROVIDE MANUAL AIR VENTS ON CLOSED SYSTEM WATER PIPING AT ALL CHANGES IN ELEVATION DOWNWARD IN DIRECTION OF WATER FLOW. 14. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN THE MECHANICAL SCHEDULES AND AS REQUIRED IN EACH SECTION OF SPECIFICATION TO THE ENGINEER/OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 13. THIS PROJECT IS UNDER THE 2015 ICC CODE SUITE AND SHALL INCLUDE COMMISSIONING OF THE MECHANICAL SYSTEMS AS REQUIRED BY SECTION C408 OF THE 2015 IECC. THE MECHANICAL CONTRACTOR SHALL INCLUDE EXPENSES IN THEIR BID ASSOCIATED WITH THE COMMISSIONING PROCESS. THESE INCLUDE BUT ARE NOT LIMITED TO ATTENDING COMMISSIONING MEETINGS, COMPLETING PREFUNCTIONAL CHECKLISTS, DEMONSTRATING SYSTEM PERFORMANCE, AND ADDRESSING COMMISSIONING AUTHORITY REVIEW COMMENTS. 12. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CODES LISTED ON THIS SHEET AND THE ARCHITECTURAL CODE PLAN. 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO COMMENCING NEW WORK. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 10. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL AND STRUCTURAL MEMBERS. REFER TO DIVISION 23 SPECIFICATIONS FOR CEILING SPACE ALLOCATION PRIORITIES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER. 8. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 7. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. CONTRACTOR SHALL PROVIDE A DETAILED M.O.P. AS REQUIRED. DO NOT BEGIN WORK WITHOUT WRITTEN APPROVAL. 6. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL TRADES, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 5. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN, FIRE PROTECTION, AND ELECTRICAL DRAWINGS. 4. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. ANY ADDITIONAL COSTS EITHER DIRECTLY OR INDIRECTLY CAUSED BY EQUALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. DUCT AND PIPE SIZE DIMENSIONS ARE IN INCHES UNLESS NOTED OTHERWISE. 2. THIS PROJECT HAS BEEN COMPLETED IN REVIT. THIS CONTRACTOR SHALL REVIEW THE MODEL CREATED BY THE ARCHITECT / ENGINEER THAT ILLUSTRATES THE DESIGN INTENT OF THE PROJECT. THIS MODEL IS NOT INTENDED TO BE USED AS A SHOP DRAWING, BUT IS A TOOL TO ENABLE THE CONTRACTOR TO BE ABLE TO CREATE FABRICATION DRAWINGS AND COORDINATE THE INSTALLATION OF THE WORK DESCRIBED IN THESE DOCUMENTS. 1. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. W HATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. MECHANICAL GENERAL NOTES 1. REFER TO SPECIFICATIONS FOR THICKNESS OF DUCT LINER AND EXTERIOR INSULATION FOR EACH SYSTEM. OUTSIDE AIR INTAKE DUCT AND PLENUMS EXTERNALLY INSULATED . . . . TRANSFER AIR INTERNALLY LINED DUCT SIZES LISTED ARE ACTUAL SHEET METAL SIZE AND INCLUDE THICKNESS OF LINER. . . EXHAUST AIR NO INSULATION OR LINER . . . . RETURN AIR INTERNALLY LINED DUCT SIZES LISTED ARE ACTUAL SHEET METAL SIZE AND INCLUDE THICKNESS OF LINER. . . SUPPLY AIR EXPOSED NO INSULATION OR LINER . . . . SUPPLY AIR CONCEALED INTERNALLY LINED DUCT SIZES LISTED ARE ACTUAL SHEET METAL SIZE AND INCLUDE THICKNESS OF LINER. . . SYSTEM INSULATION OR LINER PHYSICAL DUCT DIMENSIONS LISTED ON DRAWINGS REMARKS DUCT LINER / INSULATION SCHEDULE AND LOCAL AMENDMENTS 2017 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE ADOPTED/ENFORCED CODES REQUIRED REVISION DATE 2020.05.04 05/01/20 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 4 / 2 0 2 0 3 : 2 0 : 0 9 P M M-002 MECHANICAL SCHEDULES St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE ADDENDUM 1 7.15.2020 MAKE-UP AIR UNIT SCHEDULE PLAN CODE MFR. MODEL INSTALLED FAN DATA HEATER DATA COOLER DATA ELEC. DATA FILTER APPROX. OPPER. WEIGHT (LBS.) REMARKS MFR. MODEL CFM @ ALT. E.S.P. IN. W.C. @ S.L. H.P TYPE EAT (°F) LAT (°F) MBH INPUT @ S.L. MBH OUTPUT @ ALT. MIN. GAS PRESSURE (IN. W.C.) MAX. GAS PRESSURE (IN. W.C.) TURN DOWN FILL MEDIA EFF. (%) (8) MCA MOCP VOLT/PH. MAU-1 CAPTIVEAIRE A4-D.1000-920 10000 1.0 7.5 DIRECT -20 69.5 1055 725 7 14 10:1 CELDEK 80 25 30 460/3 MERV 8 2500 (1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13) (7) PROVIDE SCCR RATING OF 5K. (6) PROVIDE STAINLESS STEEL HEAT EXCHANGER.(13) MOTOR HORSEPOWER ADJUSTMENTS TO INCLUDE REVISIONS NEEDED FOR UNIT DELTA P ADJUSTMENTS, COST OF INCREASE TO BE BORNE BY MANUFACTURER. (5) UNIT SHALL BE INTERLOCKED TO RUN ANYTIME KEF-1 OR KEF-2 RUNS. PROVIDE WALL THERMOSTAT FOR VENTILATION COOLING DURING SUMMERTIME OPERATION SET TO 70°F. (12) UNIT PRESSURE DROPS NEED TO BE ADJUSTED BY MANUFACTURER DURING SHOP DRAWING PHASE. (4) PROVIDE DISCHARGE AIR CONTROL TO MAINTAIN 70°F DISCHARGE AIR.(11) FILTER PRESSURE DROP FOR FAN SIZE "BASED ON MEDIUM DIRTY RANGE; NOT CLEAN". (3) PROVIDE UNIT WITH PACKAGED CONTROLS SYSTEM. INTERLOCK WITH GREASE HOOD CONTROL PANEL AND GREASE FAN. (10) PROVIDE UNIT WITH VAV PACKAGE AND MANUAL CONTROL OPTION. (2) PROVIDE AUTOMATIC FILL AND DRAIN KIT.(9) EVAPORATIVE MEDIA EFFICIENCY IS BASED ON 400 FPM. (1) PROVIDE ELECTRONIC GAS VALVE MODULATION.(8) PROVIDE AN AIR FLOW PROVING SWITCH WITH THE MAKE-UP AIR UNIT TO PREVENT ANY ONE OF THE GAS VALVES FROM OPENING PRIOR TO PROOF OF FLOW. MINI SPLIT AIR CONDITIONING UNIT SCHEDULE PLAN CODE MFR. MODEL INSTALLED SYSTEM LOCATION CFM FAN WATTS EAT LAT NOMINAL MBH AMB. TEMP. °F REFRIGERANT SEER ELEC. DATA FILTER WEIGHT REMARKS MFR. MODEL °F DB °F WB °F DB °F WB TYPE CHARGE (LBS.) MCA MOCP VOLT/PH. TYPE % EFF. AC-1 DAIKIN FTXS30LVJU CU-1 ELEC ROOM 700 64 78 58 45 54 30 - R-410A 10 19.3 19.5 20 - TA MERV 8 50 CU-1 DAIKIN RKS20LVJU AC-1 ROOF 2630 200 - - - - 30 115 / -40 R-410A 10 19.3 - - 208/1 - - 200 (3) PROVIDE UNIT WITH ENERGY COMPLIANCE TO ADOPTED ASHRAE 90.1 REQUIREMENTS. (2) PROVIDE WITH UNIT MOUNTED DISCONNECT.(5) PROVIDE WITH FIELD FABRICATED ROOF CURB. (1) PROVIDE LOW AMBIENT CONTROL FOR OPERATION DOWN TO -20°F DB.(4) PROVIDE CONDENSATE DRAIN WITH CONDENSATE PUMP. FAN SCHEDULE PLAN CODE MFR. MODEL INSTALLED SYSTEM FAN TYPE CFM @ ALT. S.P. IN. W.C. @ S.L. WHEEL TYPE / DIAMETER FAN RPM (APPROX.) DRIVE TYPE H.P. DAMPER MOUNTING TYPE ELEC. VOLT/PH. APPROX. WEIGHT (LBS.) REMARKS MFR. MODEL TYPE SIZE EF-1 GREENHECK G-143-A RESTROOM CENTR. 1865 1.2 BI / 14.6 1725 DIRECT 1 GRAVITY ROOF 460/3 100 (1)(4)(7)(8) EF-2 US DRAFT CO CBx607 DOAS FLUE CENTR. 365 0.08 - 1950 DIRECT 1/2 - INLINE 120/1 40 (6)(7)(8)(9) KEF-1 GREENHECK GB-300 GREASE HOOD CENTR. 10000 1.2 BI / 30.5 785 BELT 3 - ROOF 460/3 250 (2)(3)(4)(7)(8) KEF-2 GREENHECK GB-161HP DISHWASH CENTR. 1400 1.2 BI / 16.6 1520 BELT 3/4 GRAVITY ROOF 460/3 120 (1)(2)(7)(8) (9) PROVIDE EXHAUST FAN RATED FOR USE WITH FLUE GAS. 316L SS. PROVIDE CONTROLS. (8) MOTOR HORSEPOWER ADJUSTMENTS TO INCLUDE REVISIONS NEEDED FOR UNIT DELTA P ADJUSTMENTS, COST OF INCREASE TO BE BORNE BY MANUFACTURER. (7) UNIT PRESSURE DROPS NEED TO BE ADJUSTED BY MANUFACTURER DURING SHOP DRAWING PHASE. (6) PROVIDE WITH CONSTANT PRESSURE CONTROLLER. (5) PROVIDE INLET SCREEN. (4) PROVIDE UNIT MOUNTED SPEED CONTROL SWITCH. (3) PROVIDE WITH VFD. (2) PROVIDE BELT AND MOTOR GUARD. (1) PROVIDE WITH INLET GUARD. AIR HANDLING UNIT SCHEDULE (GAS FIRED) PLAN CODE MFR. MODEL INSTALLED LOCATION AREA SERVED SUPPLY FAN DATA HEATING DATA APPROX. UNIT DIMENSIONS ELEC. DATA OPER. WEIGHT (LBS.) REMARKS MFR. MODEL CFM @ ALT. MIN O.A. E.S.P. IN. W.C. @ S.L. RPM (APPROX.) BHP HP EAT (°F) LAT (°F) TYPE INPUT @ S.L. MBH OUTPUT @ ALT. MBH MIN GAS PRESSURE (IN. W.C.) MAX GAS PRESSURE (IN. W.C.) TURN DOWN LENGTH (IN.) WIDTH (IN.) HEIGHT (IN.) MCA MOCP VOLT/PH. DOAS-1 CAPTIVEAIRE A2-IBT-400-200 -200 MECH ROOM FCUs 3500 3500 0.7 1715 2.4 3 -20 70.7 INDIRECT 444.6 257 7 14 12:1 133 50 40 25 30 460/3 1500 (1)(2)(3)(4)(5)(6)(7) (5) MOTOR HORSEPOWER ADJUSTMENTS TO INCLUDE REVISIONS NEEDED FOR UNIT DELTA P ADJUSTMENTS, COST OF INCREASE TO BE BORNE BY MANUFACTURER. (4) UNIT PRESSURE DROPS NEED TO BE ADJUSTED BY MANUFACTURER DURING SHOP DRAWING PHASE. (3) FILTER PRESSURE DROP FOR FAN SIZE "BASED ON MEDIUM DIRTY RANGE; NOT CLEAN" (2) FILTER AIR PRESSURE DROP IS INLUDED WITH THE AIR HANDLING UNIT, THE IN THE EXTERNAL PRESSURE DROP.(7) PROVIDE UNIT WITH TERMINAL STRIP FOR CONTROLS. (1) CONTRACTOR / SUPPLIER SHALL VERIFY THE INTERNAL UNIT PRESSURE DROPS AND ADJUST THE BHP/MOTOR H.P. REQUIREMENTS.(6) UNIT SCCR RATING OF 5K. UNIT HEATER SCHEDULE (ELECTRIC) PLAN CODE MFR. MODEL INSTALLED DISCHARGE KW FLA CFM @ ALT. EAT (°F) LAT (°F) THROW (FT.) RPM H.P. ELEC. VOLT/PH. REMARKS MFR. MODEL UH-1 QMARK IUH-1048 HORIZONTAL 10 12.8 500 45 121.7 20 1550 1/10 480/3 (1)(2)(3) (3) LIGHT COMMERCIAL HORIZONTAL MOUNT UNIT HEATER WITH INTEGRAL MOUNTING BRACKET. SUSPEND FROM CEILING, WITH BOTTOM OF UNIT 8'-0" A.F.F. (2) PROVIDE INTEGRAL POWER DISCONNECT. (1) PROVIDE UNIT MOUNTED THERMOSTAT WITH SPEED CONTROL SWITCH. 6. DAIKIN BRANCH SELECTOR UNITS, BS4Q54VJ, BSQ60TVJ. 5. DAIKIN VRF TOUCHSCREEN CONTROL PANEL. INTERLOCK VRF FAN COIL UNITS, CONDENSING UNITS, AND DOAS TOGETHER. 4. TEKMAR 090 SNOWMELT SNOW/ICE SENSOR. 3. TEKMAR 665 SNOWMELT CONTROL PANEL. 2. DRAFT CO, V200-V FLUE FAN CONTROL PANEL. 1. CAPTIVEAIRE GREASE HOODS TO BE INSTALLED IN SEPARATE SUBMITTAL AND IS NOT PART OF THIS PACKAGE. GREASE HOOD ASSUMPTIONS FOR SIZING MAU FOLLOWS: 10,000 CFM OF TOTAL EXHAUST. #1: 12'-6" LENGTH. #2: 16' LENGTH. PROVIDE WITH PACKAGED CONTROLS AND DEMAND CONTROL VENTILATION TO MODULATE GREASE FAN. CONTROL PANEL TO INTERLOCK GREASE HOOD, GREASE FAN, AND MAU TOGETHER. MISC. EQUPIMENT ADD 1 7/15/2020 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 1 5 A M M-003 MECHANICAL SCHEDULES St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE CONDENSING HOT WATER BOILER SCHEDULE (NATURAL GAS) PLAN CODE MFR. MODEL INSTALLED MBH INPUT @ S.L. MBH GROSS OUTPUT @ ALT. MIN. GAS PRESSURE (IN. W.C.) MAX. GAS PRESSURE (IN. W.C.) P.D. PSI EWT (°F) LWT (°F) GPM GLYCOL % FLUE OUTLET DIAMETER COMB. AIR INLET DIA. ELEC VOLT/PH. OPERATING WEIGHT (LBS) REMARKS MFR. MODEL B-1 LOCHINVAR WHB085N 85 57 4 14 0.5 130 150 6.0 50 2" 2" 120/1 200 (1)(2) (2) PROVIDE CONDENSATE TRAP AND CONDENSATE NEUTRALIZATION KIT. (1) PROVIDE FM/ASME CSD-1 GAS TRAIN. PUMP SCHEDULE PLAN CODE MFR. MODEL INSTALLED SERVICE LOCATION PUMP TYPE PUMP SIZE GPM HEAD FT. EFF % SUCTION DIA. DISCHARGE DIA. % OF PROPYLENE GLYCOL H.P. RPM ELEC. VOLT/PH. REMARKS MFR. MODEL CP-1 TACO 2400 BOILER MECH ROOM INLINE 10-3P 6 5 40 1" 1" 50 1/10 3450 120/1 CP-2 TACO 2400 SNOWMELT MECH ROOM INLINE 10-3P 6 15 40 1" 1" 50 1/10 3450 120/1 EXPANSION TANK SCHEDULE PLAN CODE MFR. MODEL INSTALLED SYSTEM CHARGE PRESSURE % GLYCOL CAPACITY OPERATING WEIGHT (LBS.) SYSTEM WATER VOLUME (GAL.) SYSTEM GLYCOL VOLUME (GAL.) REMARKS MFR. MODEL ACCEPT. VOLUME TOTAL VOLUME ET-1 AMTROL AX-20-DD SNOWMELT SYSTEM 50 11.3 16.5 50 90 45 (1)(2) (1) SUSPENDED TYPE MOUNTING.(2) DIAPHRAM TYPE. GRILLES, REGISTERS, AND DIFFUSERS SCHEDULE PLAN CODE MFR. TYPE MODEL INSTALLED FRAME MATERIAL FINISH DAMPER TYPE LEGEND REMARKS MFR. MODEL SD-1 PRICE PLAQUE SPD LAY-IN STEEL ARCH SPECIFY -SEE PLANS FOR NECK SIZE 24"x24" FACE. SG-1 PRICE LOUVERED 520D SURFACE STEEL ARCH SPECIFY OBD SEE PLANS FOR NECK SIZE SEE PLANS FOR FACE SIZE. DOUBLE DEFLECTION. LS-1 PRICE LINEAR SLOT SDS100 SURFACE ALUMINUM BLACK - SEE PLANS FOR FACE SIZE 1" - 2 SLOTS. PROVIDE WITH 4' PLENUM. RG-1 PRICE EGGCRATE 80 LAY-IN STEEL ARCH SPECIFY - - 24"x24" FACE. PROVIDE WITH SOUND BOOT. RG-2 PRICE EGGCRATE 80 SURFACE STEEL ARCH SPECIFY - - 24"x24" FACE. PROVIDE WITH SOUND BOOT. RG-3 PRICE LOUVERED 530 SURFACE STEEL ARCH SPECIFY -SEE PLANS FOR NECK SIZE SEE PLANS FOR FACE SIZE. 45 DEGREE DEFLECTION. ER-1 PRICE LOUVERED 530 SURFACE STEEL ARCH SPECIFY OBD SEE PLANS FOR NECK SIZE SEE PLANS FOR FACE SIZE. TG-1 PRICE LOUVERED 530 SURFACE STEEL ARCH SPECIFY -SEE PLANS FOR NECK SIZE SEE PLANS FOR FACE SIZE. 45 DEGREE DEFLECTION. LOUVER SCHEDULE PLAN CODE MFR. MODEL INSTALLED SERVICE DIMENSIONS (IN) FREE AREA (SQ. FT.) CFM FPM APD IN. W.C. MOUNTING TYPE MATERIAL REMARKS MFR. MODEL W H D OAL-1 GREENHECK ESD-403 DOAS-1 110 48 4 20 3500 175 0.02 FLANGED ALUMINUM OAL-2 GREENHECK ESD-403 MAU-1 110 34 4 13.3 10000 750 0.11 FLANGED ALUMINUM OAL-3 GREENHECK ESD-403 CUs 110 126 4 51.1 27000 530 0.05 FLANGED ALUMINUM FAN COIL UNIT SCHEDULE (DX) PLAN CODE SYSTEM MFR. MODEL INSTALLED CFM @ ALT. E.S.P. IN. W.C. @ S.L. COOLING DATA HEATING DATA FILTER ELEC. DATA REMARKS MFR. MODEL EAT LAT MBH EER EAT (°F) LAT (°F) MBH TYPE % EFF. MCA MOCP VOLT/PH. °F DB °F DB FCU-1 CU-1 DAIKIN FXSQ30TAVJU 815 0.75 80 43 30 12.5 70 110 26.5 2" REPLACEABLE MERV 8 1.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-2 CU-1 DAIKIN FXSQ30TAVJU 815 0.75 80 43 30 12.5 70 110 26.5 2" REPLACEABLE MERV 8 1.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-3 CU-1 DAIKIN FXSQ30TAVJU 815 0.75 80 43 30 12.5 70 110 26.5 2" REPLACEABLE MERV 8 1.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-4 CU-2 DAIKIN FXSQ48TAVJU 1300 0.75 80 43 48 11.7 70 110 42.8 2" REPLACEABLE MERV 8 2.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-5 CU-2 DAIKIN FXSQ48TAVJU 1300 0.75 80 43 48 11.7 70 110 42.8 2" REPLACEABLE MERV 8 2.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-6 CU-2 DAIKIN FXSQ48TAVJU 1300 0.75 80 43 48 11.7 70 110 42.8 2" REPLACEABLE MERV 8 2.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-7 CU-3 DAIKIN FXSQ48TAVJU 1300 0.75 80 43 48 11.7 70 110 42.8 2" REPLACEABLE MERV 8 2.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-8 CU-3 DAIKIN FXSQ48TAVJU 1300 0.75 80 43 48 11.7 70 110 42.8 2" REPLACEABLE MERV 8 2.8 15 208/1 (1)(2)(3)(4)(5)(6) FCU-9 CU-3 DAIKIN FXSQ48TAVJU 1300 0.75 80 43 48 11.7 70 110 42.8 2" REPLACEABLE MERV 8 2.8 15 208/1 (1)(2)(3)(4)(5)(6) (3) PROVIDE WITH SPEED CONTROL SWITCH UNIT MOUNTED.(6) INCLUDE WATER SENSOR (SAFE-T-SWITCH OR SIMILAR) TO SHUT UNIT DOWN UPON PRIMARY DRAIN BLOCKAGE. (2) PROVIDE CONDENSATE PUMP AND DRAIN FOR SOME FAN COIL UNIT WITH COOLING COIL. REFER TO FLOOR PLANS. (5) CONTRACTOR / SUPPLIER TO VERIFY LEFT OR RIGHT HAND PIPING CONNECTION. (1) EXTERNAL STATIC PRESSURE DOES NOT INCLUDE UNIT CASING, FILTERS OR COILS.(4) PROVIDE WITH INTEGRAL DISCONNECT SWITCH. AIR SEPARATOR PLAN CODE MFR. MODEL INSTALLED SERVICE GPM PRESSURE DROP (FT. OF HEAD) PIPE SIZE REMARKS MFR. MODEL AS-1 TACO 49-075 HETAING 6 0.75 3/4" AIR COOLED CONDENSING UNIT SCHEDULE PLAN CODE SYSTEM MFR. MODEL INSTALLED MBH AMB. TEMP. °F DB COMPRESSOR DATA REFRIG. TYPE REFRIG. CHARGE (LBS.) CONDENSER FANS MCA MOCP EER ELEC. VOLT/PH. WEIGHT (LBS.) REMARKS MFR. MODEL NO. COMPR. RLA (EA)NO. CFM CU-1 FCU-1,2,3 DAIKIN RELQ96TAYDA 95.3 85 / -20 1 16.6 R410A 39 2 9000 39.8 45 12.5 460/3 800 (1)(2)(3)(4) CU-2 FCU-4,5,6 DAIKIN RELQ120TAYD A 122.9 85 / -20 1 17.8 R410A 44 2 9000 43.3 50 11.7 460/3 800 (1)(2)(3)(4) CU-3 FCU-7,8,9 DAIKIN RELQ120TAYD A 123.1 85 / -20 1 17.8 R410A 44 2 9000 43.3 50 11.7 460/3 800 (1)(2)(3)(4) (3) PROVIDE UNIT WITH ENERGY USAGE COMPLIANCE TO ADOPTED ASHRAE 90.1 REQUIREMENTS. (2) PROVIDE WITH UNIT MOUNTED DISCONNECT. (1) PROVIDE LOW AMBIENT CONTROL FOR OPERATION DOWN TO -20°F. DB.(4) UNIT SCCR RATING OF 10K. 2020.05.04 05/01/20 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 4 / 2 0 2 0 3 : 2 0 : 0 9 P M M-004 MECHANICAL SCHEDULES St a n l e y H o t e l C a r r i a g e H o u s e Author 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS Checker BCER PROJECT 89319007 REVISION DATE ADDENDUM 1 7.15.2020 4. THIS COLUMN IS THE DEFAULT OCCUPANCY DENSITY OBTAINED FROM TABLE 403.3.1.1 IN THE IMC. 3. THIS COLUMN REPRESENTS THE ACTUAL SPACE POPULATION THAT IS JUSTIFIED BY THE DOCUMENTED FLOOR PLAN CONFIGURATION. THIS IS USED WHEN THE DEFAULT OCCUPANCY DENSITY IS NOT APPROPRIATE FOR THE DESIGNED SPACE. 2. THIS COLUMN IS USED FOR TERMINAL BOXES AND OTHER DEVICES THAT RECIRCULATE AIR LOCALLY AND SUPPLY MORE AIR TO THE SPACE THAN IS DELIVERED FROM THE CENTRAL AIR HANDLER. EXAMPLES ARE FAN POWERED BOXES, INDUCTION... 1. FAN POWERED BOXES (OR OTHER TERMINALS WITH LOCAL RECIRCULATION. E.G. INDUCTION UNITS, ACTIVE CHILLED BEAMS, FAN COILS, ETC.) AFFECT THE REQUIRED VENTILATION. THE BOX TYPE SELECTED BEST REPRESENTS HOW THE LOCAL AIR IS... NOTES: TOTAL:2,589 181 151 67 1,089 1,269 1,587 0 0 0 0.8 0 B08 TI STORAGE GENERAL STORAGE ROOMS 420 0.12 50 0 0.0 0 50 0.8 63 B01 LOBBY PUBLIC ASSEMBLY SPACES THEATER LOBBIES 445 0.06 27 67 5.0 334 360 0.8 451 B03 SHOP/BAR OFFICE BUILDINGS OFFICE SPACE 91 0.06 5 1 5.0 5 10 0.8 13 B02 THEATER PUBLIC ASSEMBLY SPACES AUDITORIUM SEATING AREA 1,633 0.06 98 150 5.0 750 848 0.8 1,060 Az Ra Az*Ra Pz Pz Rp Pz*Rp Vbz Ez Voz SF CFM/SF CFM PEOPLE PEOPLE CFM/PERS CFM CFM FRACTION CFM ROOM # ROOM NAME CATEGORY SUB-CATEGORY ZONE AREA AREA OUTDOOR RATE FROM PLANS (3) OCCUPANT DENSITY (4)PEOPLE OUTDOOR RATE BREATHING ZONE OUTDOOR AIRFLOW ZONE DISTRIBUTION EFFECTIVENESS ZONE OUTDOOR AIRFLOW ZONE (TERMINAL) INFORMATION AREA BASED OUTDOOR AIRFLOW PEOPLE BASED OUTDOOR AIRFLOW ZONE OUTDOOR AIRFLOW ZONE LEVEL VALUES SYSTEM OUTDOOR AIRFLOW Vou 1,588 CFM SUM OF ZONE POPULATION SUM Pz 218 PEOPLE SYSTEM OCCUPANT POPULATION Ps 218 PEOPLE LEED IEQc2 COMPLIANCE (30% INCREASED VENTILATION)NO SYSTEM LEVEL VALUES IMC 2015, 100% OUTDOOR AIR SYSTEM VENTILATION CALCULATION (DOAS-1) ADD 1 7/15/2020 MECHANICAL SPECIFICATIONS 230000 - BASIC MECHANICAL REQUIREMENTS GENERAL REQUIREMENTS A.SEE ARCHITECTURAL SPECIFICATION AND DRAWINGS FOR GENERAL CONDITIONS. B. PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL MECHANICAL SYSTEMS. C.DRAWINGS ARE DIAGRAMMATIC ONLY. FOLLOW DRAWINGS AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHER TRADES WILL PERMIT. D. VISIT SITE AND INCLUDE ALLOWANCE IN BID FOR ALL COSTS RELATED TO THE MECHANICAL INSTALLATION. E. DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE OWNER. F. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE WORK OF OTHER TRADES. INSTALL ALL SLEEVES AND BLOCKOUTS; WATERPROOF AS REQUIRED. FIRESTOP ALL FLOOR AND RATED WALL PENETRATIONS. G.FIELD CHECK ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN BID FOR REMOVAL AND/OR RELOCATION OF EXISTING PIPING, DUCTW ORK, EQUIPMENT, ETC., AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING MECHANICAL SYSTEMS TO ALL OTHER WORK. EXISTING PIPING AND MATERIAL WHICH SHALL BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT EQUIPMENT SO NOTED, WHICH SHALL BECOME THE PROPERTY OF THE OWNER. H. RECORD DRAWINGS: MAINTAIN A MARK-UP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. TURN OVER DRAWINGS TO OWNER/ARCHITECT UPON PROJECT COMPLETION. I. VERIFY THE ACTUAL ELECTRICAL SERVICE/VOLTAGE WITH THE ELECTRICAL DRAWINGS AND CONTRACTOR PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. STANDARDS A.ALL MECHANICAL MATERIALS SHALL BE NEW, IN FIRST CLASS CONDITION, AND U.L. LISTED WHERE APPLICABLE. B. COMPLY WITH ALL APPLICABLE AND STATE HEALTH AND HOSPITAL REGULATIONS. COMPLY WITH 2015 INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, AND NATIONAL FIRE PROTECTION ASSOCIATION IN EFFECT FOR THIS JURISDICTION. C.PROCURE AND PAY FOR ALL PERMITS, DEVELOPMENT FEES, LICENSES, AND LIABILITY INSURANCE, ETC. FURNISH CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM LOCAL INSPECTOR. D. MATERIAL SHALL BE AS SPECIFIED, AND/OR NOTED ON THE CONTRACT DRAWING. E. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. GUARANTEE A.REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. COORDINATION A.PRIOR TO FABRICATION OR INSTALLATION OF ANY MECHANICAL DUCTWORK, PIPING, AND PLUMBING, AND FIRE PROTECTION WORK, PARTICIPATE IN COORDINATION PLANNING MEETINGS WITH ALL OTHER BUILDING UTILITIES SYSTEMS TRADES, SO AS TO COMPLETELY ESTABLISH ROUTINGS, ELEVATIONS, SPACE REQUIREMENTS, AND COORDINATION OF LAYOUT AND SUSPENSION REQUIREMENTS IN RELATIONSHIP TO THE BUILDING STRUCTURE AND THE WORK OF ALL OTHER TRADES. OPERATION AND MAINTENANCE MANUALS A.PROVIDE O&M MANUALS FOR ARCHITECT/ENGINEER APPROVAL TWO (2) WEEKS / TEN WORKING (10) DAYS BEFORE FINAL PUNCHLIST IS SCHEDULED. B. INCLUDE DESCRIPTION OF MECHANICAL EQUIPMENT, MANUFACTURER'S PRINTED OPERATING PROCEDURES, MAINTENANCE PROCEDURES, SERVICING INSTRUCTIONS AND SCHEDULES, MANUFACTURER'S SERVICE MANUALS, VALVE TAG LIST, NAME, ADDRESS AND TELEPHONE NUMBER FOR 24-HOUR SERVICE, STARTING, STOPPING, LUBRICATION, EQUIPMENT IDENTIFICATION NUMBERS, AND ADJUSTMENT CLEARLY INDICATED, PARTS LIST, MECHANICAL WARRANTIES, TEST AND BALANCE REPORT. C.FINAL OBSERVATION WILL NOT BE CONDUCTED UNTIL ALL ITEMS HAVE BEEN SUBMITTED. 230500 - BASIC MATERIALS AND METHODS GENERAL WORK INCLUDED A.THE WORK INCLUDED UNDER THIS HEADING CONSISTS OF FURNISHING MATERIALS, SUPPLIES, EQUIPMENT, TOOLS, TRANSPORTATION AND FACILITIES, AND PERFORMING ALL LABOR AND SERVICES FOR, AS REQUIRED IN CONNECTION WITH, OR PROPERLY INCIDENTAL TO, THE HVAC, PLUMBING AND FIRE PROTECTION WORK, AS DESCRIBED IN THESE SECTIONS OF THE SPECIFICATIONS, SHOWN ON THE DRAWINGS, OR REASONABLY IMPLIED THEREFROM. B. PROVIDE MECHANICAL IDENTIFICATION FOR ALL NEW PIPING. IDENTIFICATION SHALL BE BY SETON OR BRADY AND CONSIST OF THE FOLLOWING: 1. IDENTIFY ALL NEW PIPING AND EQUIPMENT WITH PLASTIC PIPE MARKERS OR PLASTIC TAPE MARKERS. PROVIDE MARKERS SHALL INDICATE TYPE INCLUDING SUPPLY OR RETURN AND DIRECTION OF FLOW. 2. PROVIDE ENGRAVED MELAMINE PLASTIC LAMINATE, COMPLYING WITH FS L-P-387, ENGRAVED WITH ENGRAVER'S STANDARD LETTER STYLE OF THE SIZES AND WORDING INDICATED, BLACK WITH WHITE CORE (LETTER COLOR) EXCEPT AS OTHERWISE INDICATED, PUNCHED FOR MECHANICAL FASTENING EXCEPT WHERE ADHESIVE MOUNTING IS NECESSARY BECAUSE OF SUBSTRATE. LETTERING SHALL BE MIN. 1/4 INCH HIGH. 3. ALL IDENTIFICATION SHALL CONFORM WITH ANSI A13.1. 230593 - TESTING, ADJUSTING, AND BALANCING REQUIREMENTS A.SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. B. AGENCY SHALL BE COMPANY SPECIALIZING IN THE ADJUSTING AND BALANCING OF SYSTEMS SPECIFIED IN THIS SECTION WITH MINIMUM THREE (3) YEARS DOCUMENTED EXPERIENCE AND NEBB CERTIFIED. PERFORM WORK UNDER SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER. C.TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. D. BEFORE COMMENCING WORK, VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE. ENSURE THE FOLLOWING: 1. EQUIPMENT IS OPERABLE AND IN A SAFE AND NORMAL CONDITION. 2. TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND OPERABLE. 3. PROPER THERMAL OVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL EQUIPMENT. 4. PRE-FILTERS AND FINAL FILTERS ARE CLEAN AND IN PLACE. IF REQUIRED, INSTALL TEMPORARY MEDIA IN ADDITION TO FINAL FILTERS. 5. DUCT SYSTEMS ARE CLEAN OF DEBRIS. 6. CORRECT FAN ROTATION. 7. FIRE SMOKE AND VOLUME DAMPERS ARE IN PLACE AND OPEN. 8. ACCESS DOORS ARE CLOSED AND DUCT END CAPS ARE IN PLACE. 9. AIR OUTLETS ARE INSTALLED AND CONNECTED. 10. DUCT SYSTEM LEAKAGE HAS BEEN MINIMIZED. E. PROMPTLY REPORT ABNORMAL CONDITIONS IN MECHANICAL SYSTEMS OR CONDITIONS WHICH PREVENT SYSTEM BALANCE. F. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. G.ADJUSTING AND BALANCING: 1. ADJUST AIR HANDLING SYSTEMS TO PLUS OR MINUS 5 PERCENT FOR SUPPLY SYSTEMS AND PLUS OR MINUS 10 PERCENT FOR RETURN AND EXHAUST SYSTEMS FROM FIGURES INDICATED. 2. RECORDED DATA SHALL REPRESENT ACTUALLY MEASURED, OR OBSERVED, INITIAL CONDITION, AND FINAL CONDITION AFTER BALANCING. 3. PERMANENTLY MARK SETTINGS OF VALVES, DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS TO BE RESTORED. SET AND LOCK MEMORY STOPS. 4. LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, CLOSING ACCESSORY DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. 5. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO PROVIDE REQUIRED DESIGN SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES. 6. MAKE AIR QUANTITY MEASUREMENTS IN DUCTS BY PITOT TUBE TRAVERSE OF ENTIRE CROSS SECTIONAL AREA OF DUCT. 7. MEASURE AIR QUANTITIES AT AIR INLETS AND OUTLETS. 8. ADJUST DISTRIBUTION SYSTEM TO OBTAIN UNIFORM SPACE TEMPERATURES FREE FROM OBJECTIONABLE DRAFTS AND NOISE. 9. USE VOLUME CONTROL DEVICES TO REGULATE AIR QUANTITIES ONLY TO EXTENT THAT ADJUSTMENTS DO NOT CREATE OBJECTIONABLE AIR MOTION OR SOUND LEVELS. EFFECT VOLUME CONTROL BY DUCT INTERNAL DEVICES SUCH AS DAMPERS AND SPLITTERS. 10. PROVIDE SYSTEM SCHEMATIC WITH REQUIRED AND ACTUAL AIR QUANTITIES RECORDED AT EACH OUTLET OR INLET. 11. WHERE MODULATING DAMPERS ARE PROVIDED, TAKE MEASUREMENTS AND BALANCE AT EXTREME CONDITIONS. BALANCE VARIABLE VOLUME SYSTEMS AT MAXIMUM AIR FLOW RATE, FULL COOLING, AND AT MINIMUM AIR FLOW RATE, FULL HEATING. 12. PROVIDE BALANCE OF DOMESTIC WATER CIRCULATION LINES TO GPM INDICATED ON DRAWING. 13. REFERENCE SEQUENCE OF OPERATION. COORDINATE W ITH AND ASSIST T.C. CONTRACTORS TO SET MINIMUM OUTSIDE AIR VOLUME. 230700 - MECHANICAL INSULATION A.MANUFACTURERS: CERTAINTEED; OWENS-CORNING; JOHNS-MANVILLE, CORP.; MANSON INSULATION CO.; ARMSTRONG; OR EQUAL. B. INSULATION SHALL BE SNAP-ON TYPE, FIBERGLASS PIPE INSULATION, 1-1/2 INCH THICK, WITH WHITE SELF-SEALING FLAME RETARDANT VAPOR BARRIER JACKET. ALL VALVES AND FITTINGS SHALL BE INSULATED. INSULATION AT VALVES SHALLL BE EASILY REMOVED. C.INSULATION SHALL MEET ALL CODE REQUIREMENTS AND FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NATIONAL FIRE PROTECTION ASSOCIATION 225 AND U.L. 723, NOT EXCEEDING FLAME SPREAD 25 AND SMOKE DEVELOPED 50 RATINGS. D. PROVIDE 180 DEGREE CALCIUM SILICATE INSERTS AT ALL INSULATED HANGER LOCATIONS. PROVIDE 180 DEGREE GALVANIZED STEEL SADDLES. 230900 - CONTROLS AND INSTRUMENTATION A.ACCEPTABLE MANUFACTURERS 1. KMC 2. APPROVED ALTERNATIVE WORK INCLUDED A.PROVIDE ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY FOR COMPLETE AND FULLY OPERATIONAL TEMPERATURE CONTROL SYSTEM AND PROVIDE INTERFACE WITH BAS THROUGH CREATION OF SCREEN AND SOFTWARE INTERFACE. B. INSTALL ALL FIELD DEVICES, AND PROVIDE WIRING, FOR CONTROLS DEVICES SUPPLIED WITH EQUIPMENT. C.THE AUTOMATIC TEMPERATURE CONTROL SYSTEM SHALL BE ELECTRIC. UNLESS OTHERWISE SPECIFIED, ALL CONTROLS SHALL BE FULLY PROPORTIONING. D. THE CONTROL SYSTEM SHALL INCLUDE ALL CONTROL DEVICES, VALVES, DAMPERS, OPERATORS, THERMOSTATS AND CONTROL WIRING AND CONDUIT AS SPECIFIED AND REQUIRED TO FULFILL THE INTENT OF THE SPECIFICATIONS AND THE SEQUENCE OF OPERATION. COORDINATE ALL WORK WITH THE EQUIPMENT SUPPLIERS AND THE DIVISION 16 INSTALLER. E. PROVIDE ALL COMPLETION SERVICES SPECIFIED HEREINAFTER, INCLUDING FINAL SYSTEM PERFORMANCE VERIFICATION, TO ENSURE THE SYSTEM FUNCTIONS AS SPECIFIED IN THE SEQUENCE OF OPERATION. DAMPER ACTUATORS A.ALL DAMPER ACTUATORS SHALL BE FURNISHED UNDER THIS SECTION AND INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. B. DAMPER ACTUATORS SHALL BE FOR NORMALLY-OPEN OR NORMALLY-CLOSED OPERATION AS SHOWN ON THE DRAWINGS. CONTROL WIRING A.ELECTRICAL WIRING: PROVIDE IN ACCORDANCE WITH DIVISION 16 AS REQUIRED FOR THE TEMPERATURE CONTROL SYSTEM, INCLUDING ELECTRICAL INTERLOCK WIRING. COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND DIVISION 16 OF THESE SPECIFICATIONS. B. INTERNAL CONTROL WIRING FOR EQUIPMENT SHALL BE PROVIDED BY THE MANUFACTURERS OF THAT EQUIPMENT. 232113 - HVAC PIPING A.CONDENSATE EQUIPMENT DRAIN: COPPER WATER TUBE TYPE “L” HARD DRAWN, CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINTS, USING 95-5 SOLDER. B. PROVIDE DIELECTRIC ISOLATION AND/OR COUPLINGS (I.E., WATERWAY FITTINGS) AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING. C.REFRIGERANT PIPING: COPPER TUBE: ASTM B 280, TYPE ACR. WROUGHT-COPPER FITTINGS: ASME B16.22. D. SOLDER FILLER METALS: ASTM B 32. USE 95-5 TIN ANTIMONY SOLDER TO JOIN COPPER SOCKET FITTINGS ON COPPER PIPE. E. BRAZING FILLER METALS: AWS A5.8. F. REMOVED. G.THE HEATING WATER PIPING SHALL BE TYPE “L” HARD DRAWN COPPER, WITH CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINTS USING 95-5 SOLDER. H. PROVIDE DIELECTRIC ISOLATION AND/OR COUPLINGS (I.E., WATERWAY FITTINGS) AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING. I. HEATING WATER SYSTEM SHALL BE FILLED WITH 50 PERCENT OF PROPYLENE GLYCOL AFTER SYSTEM HAS BEEN FLUSHED AND CLEANED. J. BALL VALVES: (LESS THAN OR EQUAL TO 3-INCH) BRONZE BODY, FULL PORT STAINLESS STEEL BALL, TEFLON SEATS AND STUFFING BOX RING, BLOWOUT PROOF STEM, LEVER HANDLE AND ADJUSTABLE BALANCING/ MEMORY STOPS, SOLDER OR THREADED ENDS. PROVIDE EXTENDED STEMS FOR INSULATED PIPING. NIBCO T-585 OR EQUAL. K. SWING CHECK VALVES: Y-PATTERN, BRONZE BODY AND DISK, STAINLESS STEEL PIN, SOLDER OR THREADED ENDS. NIBCO T433 OR EQUAL. L. STRAINERS: Y-PATTERN, CAST-IRON BODY, STAINLESS STEEL STRAINER WITH BLOWDOWN VALVE WITH CAP AND CHAIN. M.EXPANSION TANKS: DIAPHRAGM TYPE, RATED TO 240 DEG.F, 125 PSIG MAX. WORKING PRESSURE. ASME RATED. N. PROVIDE IN-LINE, LINE SIZE AIR SEPARATOR. TACO 4900 SERIES OR EQUAL. O.BALANCING VALVES: BRONZE BODY, CHROME PLATED BRASS BALL, TEFLON SEATS, BLOWOUT PROOF STEM. PROVIDE WITH INTEGRAL VALVED READOUT PORTS, MEMORY STOP. SIZE VALVE TO PROVIDE A 7-INCH TO 25-INCH W.G. METER READING AT FULL SCHEDULED FLOW. “FLOWSET”, MODEL HC, S AND/OR ACCUSETTER ASSEMBLY, OR EQUAL. PROVIDE EXTENDED STEMS FOR INSULATED PIPING. 1. SNOWMELT PIPING: PROVIDE HEPEX TUBING FOR USE IN SNOWMELT SYSTEMS. UPONOOR OR EQUAL. IN-LINE PUMP A.ACCEPTABLE MANUFACTURERS 1. GRUNDFOS 2. ITT BELL & GOSSETT 3. TACO 4. ARMSTRONG B. GENERAL 1. FURNISH AND INSTALL PUMP WITH CAPACITIES AS SHOW N ON PLANS. 2. IN-LINE CIRCULATOR WITH HORIZONTAL SHAFT, SINGLE STAGE, FLEXIBLE COUPLING, WITH RESILIENTLY MOUNTED MOTOR FOR IN-LINE MOUNTING, OIL LUBRICATED, FOR 175 PSIG MAXIMUM WORKING PRESSURE. 3. CAST IRON CASING, WITH FLANGED PUMP CONNECTIONS, SUCTION AND DISCHARGE GAUGE PORTS, STAMPED BRASS OR CAST BRONZE IMPELLER KEYED TO STEEL SHAFT, ENCLOSED TYPE, DYNAMICALLY BALANCED, WITH OIL LUBRICATED BRONZE SLEEVE, INTEGRAL THRUST COLLAR 4. MECHANICAL SEAL OF CARBON ROTATING AGAINST A STATIONARY CERAMIC SEAT, 225 DEGREES F MAXIMUM CONTINUOUS OPERATING TEMPERATURE. 5. PROVIDE TERMINAL LUGS TO MATCH BRANCH CIRCUIT CONDUCTOR QUANTITIES, SIZES, AND MATERIALS INDICATED. ENCLOSE TERMINAL LUGS IN TERMINAL BOX SIZED TO NFPA 70. 6. MOTOR SHALL MEET NEMA SPECIFICATIONS AND SHALL BE THE SIZE AND VOLTAGE CALLED FOR ON THE PLANS. 7. EACH PUMP SHALL BE FACTORY TESTED. IT SHALL THEN BE THOROUGHLY CLEANED AND PAINTED WITH AT LEAST ONE (1) COAT OF HIGH-GRADE MACHINERY ENAMEL PRIOR TO SHIPMENT. P. MOTOR: PUMP MOTOR SHAL BE NON-OVERLOADING AT ANY POINT ON PUMP CURVE. 232123 - HVAC EQUIPMENT VARIABLE REFRIGERANT SYSTEMS A.ACCEPTABLE MANUFACTURERS 5. DAIKIN 6. SAMSUNG B. GENERAL 8. PROVIDE FAN COIL UNITS AND AIR COOLED CONDENSING UNITS WITH CAPACITIES AS SHOWN ON PLANS. 9. AIR COOLED CONDENSING UNITS ARE INSTALLED INDOORS VERIFY CLEARANCES PRIOR TO PREPARING SUBMITTALS. 10. PROVIDE COMPLETE TEMPERATURE CONTROL SYSTEM WITH ROOM THERMOSTATS FOR FAN COILS, TOUCHSCREEN CONTROL CONTROL UNIT, AND BACNET INTERFACE TO BUILDING AUTOMATION SYSTEM. C.PROVIDE DISCHARGE PLENUM. D. PIPING INSTALLATION: 1. TEST REFRIGERANT PIPING AND SPECIALTIES. ISOLATE COMPRESSOR, CONDENSER, EVAPORATOR, AND SAFETY DEVICES FROM TEST PRESSURE IF THEY ARE NOT RATED ABOVE THE TEST PRESSURE. 2. TEST HIGH- AND LOW-PRESSURE SIDE PIPING OF EACH SYSTEM. 3. FILL SYSTEM WITH NITROGEN TO THE REQUIRED TEST PRESSURE. SYSTEM SHALL MAINTAIN TEST PRESSURE AT THE MANIFOLD GAGE THROUGHOUT DURATION OF TEST. 4. TEST JOINTS AND FITTINGS WITH ELECTRONIC LEAK DETECTOR OR BY BRUSHING A SMALL AMOUNT OF SOAP AND GLYCERIN SOLUTION OVER JOINTS. 5. REMAKE LEAKING JOINTS USING NEW MATERIALS AND RETEST UNTIL SATISFACTORY RESULTS ARE ACHIEVED. 6. CHARGE SYSTEM. E. PROVIDE STARTUP BY FACTORY AUTHORIZED REPRESENTATIVE. 233113 - AIR DISTRIBUTION A.GENERAL: PROVIDE ALL SHEET METAL DUCT SYSTEMS, CONNECTIONS, DAMPERS DUCT TURNS, HOUSINGS, HINGED SHEET METAL DOORS AND NECESSARY REMOVABLE ACCESS DOORS FOR THE COMPLETE SUPPLY AND EXHAUST SYSTEMS. PROVIDE ACCESS DOORS IN DUCTWORK FOR OBSERVATION AND MAINTENANCE OF ALL DAMPERS, COILS, FIRE DAMPERS, ETC. B. ACCESS DOOR HARDWARE: VENTLOK SERIES 100 LATCHES, HINGES, AND GASKETING TO BE USED ON DOORS LESS THAN 4 SQ. FT. IN AREA; SERIES 200 ON LARGER DOORS. C.METAL AND GAUGE: UNLESS SPECIFIED OTHERWISE, GALVANIZED IRON SHALL BE USED THROUGHOUT, FABRICATED, AND INSTALLED SO THAT NO VIBRATING OR NOISE RESULTS. IT SHALL BE MADE FROM THE BEST GRADE OF MILD STEEL SHEET OF THE U.S. STANDARD GAUGE AS RECOMMENDED IN THE LATEST EDITION OF ASHRAE GUIDE AND SMACNA WITH JOINTS AS TABULATED IN THE GUIDE AND/OR SMACNA. D. DUCT WORKMANSHIP: ALL DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN A WORKMANLIKE MANNER. DUCTS SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH NEATLY FINISHED JOINTS, AIRTIGHT, AND SHALL BE FREE FROM VIBRATION UNDER ALL CONDITIONS OF OPERATION. THE INTERNAL ENDS OF SLIP JOINTS SHALL BE MADE IN THE DIRECTION OF AIR FLOW. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. CHANGES IN DIMENSIONS AND SHAPE OF DUCTS SHALL BE GRADUAL. ALL DUCT SIZES FALL WITHIN LIMITING DIMENSIONS INDICATED ON THE DRAWINGS UNLESS OTHERWISE APPROVED. E. DUCT TURNS: ALL 90 DEGREE ELBOWS ON LOW PRESSURE SYSTEMS SHALL HAVE AN INSIDE RADIUS OF NOT LESS THAN ONE-HALF (1/2) THE W IDTH OF THE DUCT. ALL 90 DEGREE ELBOWS ON MEDIUM PRESSURE SYSTEMS SHALL HAVE AN INSIDE RADIUS OF NOT LESS THAN THE WIDTH OF THE DUCT. WHERE SHOWN ON THE DRAWINGS, 90 DEGREE ELBOWS WITH TURNING VANES SHALL BE USED CONSISTING OF SINGLE BLADE DUCT VANES WITH 2-1/2 INCH BLADE SPACING. F. FLEXIBLE CONNECTIONS: FURNISH AND INSTALL SOUND ISOLATING FLEXIBLE CONNECTIONS ON THE INLET AND OUTLET OF EACH FAN AND UNIT TO WHICH DUCT CONNECTIONS ARE MADE. FLEXIBLE CONNECTIONS SHALL BE MADE FROM VENTGLASS, NEOPRENE COATED GLASS FABRIC. AT LEAST 1-INCH SLACK SHALL BE ALLOWED IN THESE CONNECTIONS TO ENSURE THAT NO VIBRATION IS TRANSMITTED FROM FAN TO DUCTWORK: FABRIC SHALL EITHER BE FOLDED IN WITH THE METAL OR ATTACHED WITH METAL COLLAR FRAMES AT EACH END TO PREVENT AIR LEAKAGE. G.DAMPERS: SINGLE BLADE TYPE VOLUME DAMPERS SHALL BE INSTALLED WHERE CALLED FOR ON DRAWINGS AND WHERE REQUIRED FOR PROPER BALANCING. INSTALL AS FAR UPSTREAM OF DIFFUSER AS POSSIBLE. HANDLE SHALL BE VISIBLE THROUGH INSULATION. H. DUCT SIZES AS INDICATED ON THE DRAWINGS ARE OUTSIDE DIMENSIONS. I. SEAL ALL TRANSVERSE JOINTS USING A DUCT SEALER SUCH AS “HARDCAST”, OR EQUAL. J. DUCT LINER (SQUARE AND RECTANGULAR DUCTS) SHALL BE 1-INCH THICK VINYL COATED FIBERGLASS, 'K' VALUE OF .29 AT 75 DEGREES F, 1.5 LB. PER CU. FT. DENSITY, SECURED TO THE METAL WITH A SOLID COAT OF ADHESIVE, VINYL COATED SIDE TO THE AIR STREAM. ROUND DUCT LINER SHALL BE 1-INCH THICK FIBERGLASS RIGID ROUND DUCT, U.L. APPROVED, CLASS I AIR DUCT. K. SEAL ALL TRANSVERSE JOINTS USING A DUCT SEALER SUCH AS “HARDCAST”, OR EQUAL. ROUND FLEXIBLE DUCTWORK (ACOUSTICAL INSULATED) A.MANUFACTURERS: 1. FLEXMASTERTYPE 6 M OR EQUAL B. INSULATED LOW PRESSURE FLEXIBLE DUCT SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF A CORROSION RESISTANT GALVANIZED STEEL HELIX; MECHANICALLY LOCKED TO A NYLON FABRIC INNER DUCT; FIBERGLASS INSULATION NOMINAL 1” THICK WITH 1.LB PER CF DENSITY (R=0.6) BETWEEN FABRIC AND FIRE RETARDANT VAPOR BARRIER OUTER LAYER. RATED VELOCITY OF 4000 FPM. VAPOR BARRIER PERMEANCE OF 0.1 PERM, ASTM. C.DUCT SHALL BE U.L. 181 CLASS 1 RATED, WITH FLAME SPREAD LESS THAN 25, SMOKE DEVELOPED LESS THAN 50. PROVIDE COMPLIANCE WITH NFPA 90A & 90B. D. SOUND ATTENUATION SHALL BE LESS THAN OR EQUAL TO THE FOLLOWING: 1. FOR 8”d, 6ft. LENGTH, OCT BANDS: 63-7dBA, 125-19dBA, 250-19dBA, 500-20 dBA INSERTION LOSS. MEASURED PER ADC, TEST CODE FD-72-R1 BY ETL. E. INSULATED LOW PRESSURE FLEXIBLE DUCT SHALL BE EQUAL TO FLEXMASTER TYPE 6 M. LOUVERS A.ACCEPTABLE MANUFACTURERS 1. RUSKIN 2. PENN VENTILATOR 3. LOUVERS AND DAMPERS, INC. 4. GREENHECK B. GENERAL 1. RUSKIN MODEL ELF81 OR EQUAL 2. FRAME: 4-INCH DEEP, 080-INCH NOMINAL WALL THICKNESS. 3. BLADES: .080-INCH NOMINAL WALL THICKNESS. BLADES ARE POSITIONED AT 37-1/2 DEGREE ANGLE AND SPACED APPROXIMATELY 5-3/32 INCH CENTER TO CENTER. 4. SCREEN: ¾-INCH X .051-INCH EXPANDED, FLATTENED ALUMINUM MOUNTED ON EXTERIOR OF LOUVER. 5. FINISH: BAKED ENAMEL, COLOR SELECTED BY ARCHITECT(THIS TO INCLUDE SCREEN). SUBMIT COLOR CHART. REGISTERS, GRILLES AND DIFFUSERS A.PROVIDE SUPPLY, RETURN AND EXHAUST REGISTERS AND DIFFUSERS AS NOTED ON THE EQUIPMENT SCHEDULE FOR TYPE, SIZE, STYLE, MATERIAL AND FINISH. B. MANUFACTURER'S SHALL BE: TITUS, METALAIRE, KRUEGER, PRICE, OR EQUAL. MAKEUP AIR AND DOAS UNITS A.ACCEPTABLE MANUFACTURERS 1. CAPTIVEAIRE 2. OR EQUAL B. GENERAL 1. FABRICATE BLOW-THRU/ SINGLE-ZONE TYPE UNIT SUITABLE FOR INDOOR INSTALLATION TO MEET CAPACITIES AS SCHEDULED. 2. FABRICATE UNIT WITH FAN SECTION PLUS ACCESSORIES, INCLUDING TWO-POSITION INTAKE DAMPER, 2-INCH MERV 8 FILTERS, FAN SECTION, GAS HEATING SECTION, BASE RAIL. PROVIDE EVAPORATIVE COOLING SECTION ON MAKEUP AIR UNITS. 3. BASE PERFORMANCE ON ALTITUDE OF 5,300 FT. 4. UNIT SHALL BE CONSTRUCTED IN MODULES WHICH WILL BE ASSEMBLED WITHIN BUILDING ADDITIONS. 5. MANUFACTURER'S REPRESENTATIVE VERIFY DIMENSIONS OF LOCATION WHERE UNIT IS TO BE INSTALLED PRIOR TO PREPARING SHOP DRAWINGS. 233413 AIR HANDLING FANS CENTRIFUGAL ROOF VENTILATORS: A.MANUFACTURERS 1. GREENHECK 2. LOREN COOK CO. 3. PENN BARRY B. GENERAL DESCRIPTION: BELT-DRIVEN OR DIRECT DRIVE, CENTRIFUGAL FANS CONSISTING OF HOUSING, WHEEL, FAN SHAFT, BEARINGS, DRIVE ASSEMBLY, MOTOR AND DISCONNECT SWITCH, CURB BASE, AND ACCESSORIES. C.HOUSING: HEAVY-GAUGE, REMOVABLE, SPUN-ALUMINUM, DOME TOP AND OUTLET BAFFLE; SQUARE, ONE-PIECE, HINGED, ALUMINUM BASE W ITH VENTURI INLET CONE. 1. UPBLAST UNITS: PROVIDE SPUN-ALUMINUM DISCHARGE BAFFLE TO DIRECT DISCHARGE AIR UPWARD, WITH RAIN AND SNOW DRAINS. D. BEARINGS: GREASE LUBRICATED BALL OR ROLLER ANTI-FRICTION TYPE WITH EXTENDED LUBRICATION LINES TO OUTSIDE FAN HOUSING. E. ACCESSORIES: THE FOLLOWING ACCESSORIES ARE REQUIRED AS INDICATED: 1. DISCONNECT SWITCH. 2. ROOF CURB. 3. BIRD SCREEN 4. BACKDRAFT DAMPER 235200 BOILERS & ACCESSORIES A.MANUFACTURERS 1. LOCHINVAR 2. TRIANGLE TUBE B. PROVIDE FACTORY FABRICATED, ASSEMBLED, AND TESTED, CONDENSING BOILERS WITH HEAT EXCHANGER SEALED PRESSURE TIGHT, BUILT ON A STEEL BASE; INCLUDING INSULATED JACKET; FLUE-GAS VENT; COMBUSTION-AIR INTAKE CONNECTIONS; WATER SUPPLY, RETURN, AND CONDENSATE DRAIN CONNECTIONS; AND CONTROLS. C.PROVIDE FLUE OF MATERIAL AS RECOMMENDED BY THE BOILER MANUFACTURER. PROVIDE COMBUSTION AIR DUCT AND CONDENSATE NEUTRALIZATION KIT. D. PROVIDE TEKMAR BOILER/SNOWMELT CONTROLLER 665, COMPLETE WITH MOISTURE SENSOR, OUTSIDE AIR TEMPERATURE SENSOR, AND SLAB TEMPERATURE SENSOR. 238200 TERMINAL HEAT UNITS UNIT HEATERS A.MANUFACTURERS 1. CABINET UNIT HEATERS: a.QMARK b.AIRTHERM MFG. CO. c.TRANE (THE) CO. d.MODINE e.MARKEL f. DAIKIN CABINET UNIT HEATERS A.GENERAL: PROVIDE ELECTRIC UNIT HEATERS HAVING SIZES AND CAPACITIES AND IN LOCATIONS AS INDICATED, AND OF CAPACITIES, STYLE, AND HAVING ACCESSORIES AS SCHEDULED. INCLUDE IN BASIC UNIT CHASSIS, COIL, FANBOARD, FAN WHEELS, HOUSINGS, MOTOR, AND INSULATION. B. ACCESSORIES: PROVIDE THE FOLLOWING ACCESSORIES AS INDICATED AND/OR SCHEDULED: 1. LINE VOLTAGE THERMOSTAT. END OF SPECIFICATION © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 1 6 A M M-005 MECHANICAL SPECIFICATIONS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE 2020.05.04 05/01/20 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 1 6 A M M-006 MECHANICAL COMCHECK St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE 2020.05.04 05/01/20 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 1 6 A M M-007 MECHANICAL COMCHECK St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE 2020.05.04 05/01/20 MAU-1 DOAS-1 T 4 3 2 1 AC DE MEN'S RESTROOM B04 WOMEN'S RESTROOM B05 THEATER B02 MECH ROOM B06 TI STORAGE B08 OAL-1 110x48 3500 B-1 GF CP-1 ET-1 ER-1 8x6 100 ER-1 12x12 400 TYP.2 16x12 26x12 12Ø 12Ø 12 x 1 2 50 x 2 4 36 x 1 0 OAL-3 110x126 27000 EXHAUST INTAKE FCU-1 38 x 1 4 FCU-2 38 x 1 4 FCU-3 38 x 1 4 20 x 1 6 38x1650x24AC-1 CU-2 CU-3 CU-1 CP-2 6Ø 6Ø 1 M-401 2 M-401 EXHAUST 8Ø 28x24 M2 M1 3 M-401 M3 M4 INTAKE M5 M6M7 12Ø 12Ø 4Ø4Ø M8 M8 M9M9M9 4 M-401 B UH-1 RG-2 RG-1 RG-2 M28 M29 M29 M30 M31 M31 M31SD-1 135 8Ø TYP.6 24x1012x10 12x10 24x10 SD-1 135 8Ø TYP.6 24x12 24x12 8Ø 6Ø 32 x 1 2 12x12 12Ø SG-1 14x8 54512 Ø SG-1 8x4 50 TG-1 20x12 SG-1 10x10 115 8Ø RG-3 10x10 12 Ø 16x16 M32 OAL-2 110x34 10000 M33M33 M38 SG-1 6x6 50 18x12 B.O.H. B02A SHOP/BAR B03 LOBBY B01 BOH HALL B01B LS-1 96", 2 SLOTS(S) 220 M45 8Ø 5 M-401 ER-1 6x6 25 6Ø ADD 1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 4 / 2 0 2 0 3 : 2 0 : 1 0 P M M-200 BASEMENT MECHANICAL PLAN St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 2. CLOSELY COORDINATE ALL DUCTWORK ELEVATIONS WITH ALL OTHER DISCIPLINES. 1. ALL EXPOSED INTERIOR DUCTWORK SHALL BE PRIMED FOR PAINTING. COORDINATE WITH ARCHITECT FOR PAINT COLOR. GENERAL NOTES N 0 4'4' 2' 1/4" = 1'-0" 1 BASEMENT MECHANICAL PLAN REVISION DATE ADDENDUM 1 7.15.2020 WORK NOTES M1 COMBINE BOTH FURNACE FLUE DUCTS FROM DOAS INTO A COMMON FLUE. INSTALL FITTINGS PER MANUFACTURER REQUIREMENTS. M2 PROVIDE FLUE FAN, EF-2, VENT CONTROL SYSTEM PANEL LOCATED ON WALL. INSTALL PER MANUFACTURER REQUIREMENTS. DRAFT CO, V200-V. M3 MAU LOCATED ON MECH ROOM FLOOR WITH HOUSEKEEPING PAD. DOAS SUSPENDED ABOVE MAU. M4 PROVIDE PERMINATE SUPPORT STAND FOR SEVICING DOAS. FLOOR OF SUPPORT STAND SHALL BE LEVEL WITH BOTTOM OF DOAS. ENSURE CLEARANCES FOR MAU BELOW ARE MAINTAINED. M5 PROVIDE HOUSEKEEPING PAD FOR GLYCOL FEEDER. M6 ROUTE FLUE AND COMBUSTION AIR DUCT DOWN TO WATER HEATER. REFER TO PLUMBING. COORDINATE EXACT FLUE EQUIVALENT LENGTH W ITH FLUE SIZE PER MANUFACTUER REQUIREMENTS. M7 ROUTE FLUE AND COMBUSTION AIR DUCT DOWN TO BOILER. COORDINATE EXACT FLUE EQUIVALENT LENGTH WITH FLUE SIZE PER MANUFACTUER REQUIREMENTS. M8 PROVIDE SHEETMETAL DIVIDER IN AREA WELL TO SEPARATE EXHAUST FROM INTAKE AIR. REFER TO SECTION VIEWS. M9 DUCT CONDENSING UNIT EXHAUST TO EXTERIOR LOUVER. REFER TO SECTION VIEWS. M28 BALANCE TO 965 CFM. M29 BALANCE TO 535 CFM. M30 BALANCE TO 535 CFM. M31 PROVIDE ACCESS PANEL UNDER FAN COIL UNIT. M32 ROUTE DUCT UP AND DOWN TO PROVIDE HIGH/LOW COMBUSTION AIR FOR DOAS-1. TERMINATE HIGH DUCT 12" FROM CEILING AND LOW DUCT 12" FROM FLOOR. M33 PROVIDE 24X24 TRANSFER GRILLE IN DOOR. COORDINATE WITH ARCHITECT. M38 PROVIDE FAN COIL UNIT AND CONDENSING UNIT, VRF SYSTEM, CONTROL PANEL LOCATED ON WALL. M45 PROVIDE 8' LINEAR SLOT GRILLE. THIS SHALL BE USED FOR SUPPLY AND RETURN AIR TO SPACE. PROVIDE WITH 4' PLENUM BOX FOR SUPPLY CONNECTION. REMAINING 4' SHALL BE RETURN PATH TO CEILING PLENUM. ADD 1 7/15/2020 4 3 2 1 AC DE FCU-4 FCU-5 FCU-6 FCU-7 FCU-8 FCU-9 46 x 2 4 50x24 M10 M10 M14M14 M15 4 M-401 B 16x16 16 x 1 6 36x10 50x24 46x24 M10 M10 M37 M37 M37 M37 M37 M37 54 x 1 4 54 x 1 4 54 x 1 4 54 x 1 4 54x14 54x12 12 Ø 12 Ø 12 Ø 12 Ø 44x1636x12 16x16 UP TO EF-1 36 x 1 0 8Ø UP/DN 4Ø UP/DN 4Ø UP/DN 30x30 UP TO KEF-1 12Ø 12Ø 12Ø M41 M41 M41 M41 M42 M42 6Ø UP/DN 6Ø UP/DN HVAC FOR THIS AREA WILL BE INCLUDED IN A SEPARATE SUBMITTAL 5 M-401 M46 M48 M48 ADD 1 ADD 1 ADD 1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 4 / 2 0 2 0 3 : 2 0 : 1 1 P M M-201 LEVEL 1 MECHANICAL PLAN St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 2. CLOSELY COORDINATE ALL DUCTWORK ELEVATIONS WITH ALL OTHER DISCIPLINES. 1. ALL EXPOSED INTERIOR DUCTWORK SHALL BE PRIMED FOR PAINTING. COORDINATE WITH ARCHITECT FOR PAINT COLOR. GENERAL NOTES N 0 4'4' 2' 1/4" = 1'-0" 1 LEVEL 1 MECHANICAL PLAN REVISION DATE ADDENDUM 1 7.15.2020 WORK NOTES M10 ROUTE SUPPLY DUCTWORK DOWN TO GREASE HOOD CONNECTION. M14 GREASE HOOD TO BE INSTALLED IN SEPARATE SUBMITTAL AND IS NOT PART OF THIS PACKAGE. GREASE HOOD ASSUMED TO BE 10,000 CFM TOTAL EXHAUST. PROVIDE GREASE HOOD WITH PACKAGED FACTORY CONTROLS AND VARIABLE SPEED CONTROL PANEL. COORDINATE WITH FOOD SERVICE CONSULTANT FOR HOOD SIZE AND REQUIREMENTS. M15 DISHWASH HOOD TO BE INSTALLED IN SEPARATE SUBMITTAL AND IS NOT PART OF THIS PACKAGE. DISHWASH HOOD ASSUMED TO BE 1,400 CFM TOTAL EXHAUST. PROVIDE DISHWASH HOOD WITH PACKAGED FACTORY CONTROLS. COORDINATE WITH FOOD SERVICE CONSULTANT FOR HOOD SIZE AND REQUIREMENTS. M37 BALANCE TO 355 CFM. M41 FAN COIL UNIT LOCATED UP HIGH IN JOIST SPACE. M42 FAN COIL UNIT LOCATED ABOVE CEILING AND BELOW JOISTS. M46 GREASE HOOD DUCTWORK TO BE INSTALLED IN SEPARATE SUBMITTAL AND IS NOT PART OF THIS PACKAGE. M48 DISHWASH HOOD DUCTWORK TO BE INSTALLED IN SEPARATE SUBMITTAL AND IS NOT PART OF THIS PACKAGE. ADD 1 ADD 1 7/15/2020 EF-2 4 3 2 1 AC DE EF-1 KEF-1 KEF-2 CU-1 4 M-401 B M34 6Ø 6Ø 4Ø 4Ø 8Ø M43M43 M44M44 5 M-401 M47 ADD 1 M47 ADD 1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 4 / 2 0 2 0 3 : 2 0 : 1 3 P M M-202 ROOF MECHANICAL PLAN St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 2. CLOSELY COORDINATE ALL DUCTWORK ELEVATIONS WITH ALL OTHER DISCIPLINES. 1. ALL EXPOSED INTERIOR DUCTWORK SHALL BE PRIMED FOR PAINTING. COORDINATE WITH ARCHITECT FOR PAINT COLOR. GENERAL NOTES N 0 4'4' 2' 1/4" = 1'-0" 1 ROOF MECHANICAL PLAN REVISION DATE ADDENDUM 1 7.15.2020 WORK NOTES M34 PROVIDE CONDENSING UNIT ROOF CURB. REFER TO DETAIL. M43 TERMINATE FLUE PER MANUFACTURER REQUIREMENTS MINIMUM OF 12" ABOVE ROOF. M44 TERMINATE COMBUSTION AIR PER MANUFACTURER REQUIREMENTS MINIMUM OF 12" ABOVE ROOF. M47 KITCHEN EXHAUST FAN TO BE INSTALLED IN SEPARATE SUBMITTAL AND IS NOT PART OF THIS PACKAGE. ADD 1 7/15/2020 MAU-1 DOAS-1 4 3 2 1 AC DE AC-1 CU-1 CU-3CU-2 GF CP-1 ET-1 B-1 CP-2 FCU-1 FCU-2 FCU-3 M16 M16 M17 3/4"HWS 3/ 4 " H W S 3/4"HWR 3/ 4 " H W R M18 M19 M20 M21 AS-1 M22 M24 M26 M27 M27 M27 4 M-401 B M35M35M35 M35 M35M35 M36 M36 5 M-401 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 2 3 A M M-300 BASEMENT MECHANICAL PIPING PLAN St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE N 0 4'4' 2' 1/4" = 1'-0" 1 BASEMENT MECHANICAL PIPING PLAN 1. CLOSELY COORDINATE REFRIGERANT PIPING LENGTHS FOR VRF SYSTEM WITH MANUFACTURER REQUIRMENTS. VERIFY INSTALLED PIPING LENGTHS FOR EACH BRANCH TO FCU AND MAIN TO EACH BRANCH SELECTOR UNIT. GENERAL NOTES WORK NOTES M16 PROVIDE SNOWMELT IN AREA SHOWN FOR ENTRY DOORS. M17 PROVIDE SNOWMELT IN EXTERIOR STAIRS AS SHOWN. M18 PROVIDE PIPING MANIFOLD WITH 2 CIRCUITS. UPONOR SYSTEM WITH TOTAL PIPE LENGTH OF 300 FT, 2 GPM, PEX 5/8" TUBBING, 9" O.C., M19 PROVIDE PIPING MANIFOLD WITH 3 CIRCUITS. UPONOR SYSTEM WITH TOTAL PIPE LENGTH OF 200 FT, 2 GPM, PEX 5/8" TUBBING, 9" O.C., M20 PROVIDE WALL HUNG CONDENSING BOILER FOR SNOWMELT SYSTEM. PROVIDE WITH NEUTRALIZATION KIT AND ROUTE TO FLOOR SINK IN MECHANICAL ROOM. M21 PROVIDE CONDENSATE DRAIN FROM MAU EVAPORATIVE SECTION TO FLOOR SINK IN MECHANICAL ROOM. M22 PROVIDE SNOWMELT SYSTEM WITH TEKMAR SNOW DETECTOR AND MELTING CONTROL PANEL 665. PROVIDE WITH WIRELESS OUTDOOR SENSOR. LOCATE OUTDOOR SENSOR ON ROOF AND COORDINATE WITH OWNER. M24 PROVIDE DAIKIN BRANCH SELECTOR UNIT, BS4Q54TVJ, OR EQUIVALENT. M26 PROVIDE AC UNIT WITH CONDENSATE PUMP. ROUTE CONDENSATE DRAIN TO MOP SINK IN BASEMENT. M27 PROVIDE FCU WITH GRAVITY CONDENSATE DRAIN. ROUTE DRAIN TO MOP SINK IN BASEMENT. M35 REFRIGERANT LIQUID AND SUCTION PIPING. COORDINATE WITH MANUFACTURER FOR PIPE SIZES. TYP. M36 SNOWMELT HWS/HWR PIPING. TYP. 2020.05.04 05/01/20 4 3 2 1 AC DE FCU-4 FCU-5 FCU-6 FCU-7 FCU-8 FCU-9 M23 M25M25 M27M27 M27M27M27 M27 4 M-401 B M25 M25M25M25 M17 M16 M16 M35M35 5 M-401 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 2 4 A M M-301 LEVEL 1 MECHANICAL PIPING PLAN St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE N 0 4'4' 2' 1/4" = 1'-0" 1 LEVEL 1 MECHANICAL PIPING PLAN 1. CLOSELY COORDINATE REFRIGERANT PIPING LENGTHS FOR VRF SYSTEM WITH MANUFACTURER REQUIRMENTS. VERIFY INSTALLED PIPING LENGTHS FOR EACH BRANCH TO FCU AND MAIN TO EACH BRANCH SELECTOR UNIT. GENERAL NOTES WORK NOTES M16 PROVIDE SNOWMELT IN AREA SHOWN FOR ENTRY DOORS. M17 PROVIDE SNOWMELT IN EXTERIOR STAIRS AS SHOWN. M23 PROVIDE TEKMAR SNOW/ICE SENSOR 090. INSTALL FLUSH WITH SLAB. M25 PROVIDE DAIKIN BRANCH SELECTOR UNIT, BSQ60TVJ, OR EQUIVALENT. M27 PROVIDE FCU WITH GRAVITY CONDENSATE DRAIN. ROUTE DRAIN TO MOP SINK IN BASEMENT. M35 REFRIGERANT LIQUID AND SUCTION PIPING. COORDINATE WITH MANUFACTURER FOR PIPE SIZES. TYP. 2020.05.04 05/01/20 LEVEL 1 100' -0" BASEMENT 87' -0" A CU-2 CU-3 OAL-3 110x126 27000 SHEETMETAL DIVIDER 46 x 2 8 24x28 46 x 2 8 2 M-401 EXHAUST INTAKE LEVEL 1 100' -0" BASEMENT 87' -0" 3 1 M-401 CU-1 CU-3 28x24 28x24 SHEETMETAL DIVIDER EXHAUST INTAKE 28 x 4 6 EXHAUST 28x24 LEVEL 1 100' -0" BASEMENT 87' -0" A MAU-1 DOAS-1 8Ø 24x50 16x38 48x94 34x110 OAL-1 110x48 OAL-2 110x34 M40 LEVEL 1 100' -0" BASEMENT 87' -0" B.O. (E) TRUSS 112' -1"B.O. (E) PLATE 111' -9" 3 2 1 3 M-401 KEF-1 EF-1 24x46 32 x 1 0 50x24 16x16 10x36 20x16 10x36 Level 1 100' -0" Roof Level 112' -1" Basement 87' -0" LEVEL 1 100' -0" BASEMENT 87' -0" B.O. (E) TRUSS 112' -1"B.O. (E) PLATE 111' -9" LEVEL 1 100'-0" ROOF LEVEL 112'-1" 321 8Ø 16x16 46x24 36x12 FCU-6 12Ø © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 2 7 A M M-401 ENLARGED MECHANICAL PLANS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE 0 4'4' 2' 1/4" = 1'-0" 1 CONDENSING UNIT AREA WELL SECTION 1 0 4'4' 2' 1/4" = 1'-0" 2 CONDENSING UNIT AREA WELL SECTION 2 0 4'4' 2' 1/4" = 1'-0" 3 DOAS MAU SECTION N 0 4'4' 2' 1/4" = 1'-0" 4 OVERALL BUILDING SECTION 1 N 0 8'8' 4' 1/4" = 1'-0" 5 OVERALL BUILDING SECTION 2 2020.05.04 05/01/20 SNOWMELT SYSTEM SEQUENCE OF OPERATION SEASONAL START-UP AND SHUT-DOWN OF THE HEATING WATER SYSTEM SHALL BE PERFORMED MANUALLY. THE SNOWMELT CONTROL PANEL SHALL ENABLE THE HEATING WATER SYSTEM BASED ON OUTSIDE AIR TEMPERATURE AND MOISTURE SENSOR. THE SNOWMELT SENSOR SHALL ENABLE THE BOILER AND HEATING WATER CIRCULATION PUMPS. THE BOILER IS CONTROLLED BY ITS FACTORY-SUPPLIED BOILER CONTROL SYSTEM. SAFETIES: EMERGENCY SHUTDOWN: THE EPO SWITCH MOUNTED AT EACH EXIT FROM THE BOILER ROOM SHALL BE HARDWIRED THROUGH RELAYS TO SHUTDOWN BOTH HOT WATER BOILERS AND ALL DOMESTIC HOT WATER HEATERS IN THE BOILER MECHANICAL ROOM. ALARMS: THE BAS SHALL GENERATE AN ALARM FOR BOILER FAILURE AND HEATING WATER SYSTEM PUMP FAILURE. THE BAS SHALL MONITOR THE CARBON MONOXIDE IN THE BOILER PLANT. IF THE CARBON MONOXIDE LEVEL RISES ABOVE 25 PPM, THE BAS SHALL GENERATE AN AUDIBLE AND GRAPHICAL ALARM. REMOVAL CLEARANCE FLOOR BOILER CONTROL PANEL B-1 BOILER CONDENSATE DRAIN AND NEUTRALIZATION KIT 1 2 PROVIDE BACnet COMMUNICATION CARD 5 CONTROL PANEL AIR GAP N.O. LOCKING MSCS 6 GLYCOL FEEDER (GF) ET-1 EXPANSION TANK AUTOMATIC AIR VENT INSTALL IN HORIZONTAL PIPE AS-1 PS T 7 T 8 OUTDOOR SENSOR. COORDINATE LOCATION IN FIELD WITH ENGINEER CP-2 1"HWR 1"HWS 1"HWR 1"HWS 3/ 4 " 3/ 4 " 1" H W S EPO 9 CO 10 x MAX 4 TIMES PIPE DIAMETER 1"HWS 1" T 4 EPO SWITCH LOCATED AT MECHANICAL ROOM EXIT. COORDINATE LOCATION IN THE FIELD. 1" H W R CSMS 3 CP-1 SNOWMELT CONTROL PANEL TO SNOWMELT MANIFOLDS S 11 FLUE FAN EF-2: THE FLUE FAN SHALL BE CONTROLLED THROUGH ITS PACKAGED CONTROL PANEL. THE FLUE FAN AND DOAS SHALL BE INTERLOCKED TOGETHER TO OPERATE SIMULTANEOUSLY. THE BAS GENERATE AN ALARM UPON FAN FAILURE. BACKFLOW PREVENTOR BFP-1: THE BACKFLOW PREVENTORS SHALL OPERATE UNDER ITS PACKAGED CONTROLS. THE BAS SHALL MONITOR THE BACKFLOW PREVENTOR FLOOD ALARM (I.E. VALVE TRIP INDICATION). MISCELLANEOUS BAS MONITORED SYSTEMS © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 2 8 A M M-501 MECHANICAL FLOW DIAGRAMS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE NOT TO SCALE 1 BOILER PLAN CONTROL AND PIPING DIAGRAM SNOWMELT SYSTEM POINTS LIST PO I N T I D E N T I F I E R N U M B E R SYSTEM POINT DESCRIPTION PO I N T T Y P E ( B I , A I , B O , A O ) SH O W O N S Y S T E M G R A F H I C IN C L U D E D A T A I N T R E N D L O G IN C L U D E D A T A I N T R E N D G R A P H AL A R M C O N D I T I O N S NOTES 1 BOILER B-1 ALARM BI X X 2 BOILER B-1 STATUS BI X X 3 CP-1 STATUS-CURRENT SENSOR BI X X 4 BOILER B-1 HWS TEMPERATURE AI X X X X 5 LOW GLYCOL ALARM BI X X 6 CP-2 STATUS-CURRENT SENSOR BI X X 7 HWS TEMPERATURE AI X X X X 8 HWR TEMPERATURE AI X X X 9 EMERGENCY SHUTDOWN (EA.SWITCH) BI X X LOCATED AT MECHANICAL ROOM EXIT. COORDINATE LOCATION IN FIELD. 10 CARBON MONOXIDE AI X X 11 BACKFLOW PREVENTOR ALARM BI X X 2020.05.04 05/01/20 PRE-FILTER SUPPLY AIR DUCTED DIRECTLY TO KITCHEN HOOD OUTSIDE AIR GAS HEATING SECTION SUPPLY FAN T DM 3 THE MAU IS A SINGLE ZONE, VARIABLE AIR VOLUME UNIT PROVIDING MAKEUP AIR FOR THE KITCHEN. THE PACKAGED GREASE HOOD CONTROL PANEL SHALL CONTROL THE MAU. THE UNIT SHALL USE 100% OUTSIDE AIR. THERE SHALL BE NO RETURN AIR CONNECTION. DAMPER NORMAL POSITION: OUTSIDE AIR DAMPER NORMALLY CLOSED. WHEN THE ASSOCIATED KITCHEN HOOD EXHAUST FAN ENERGIZES, THE OUTSIDE AIR DAMPER OPENS FIRST. AFTER THE DAMPER IS PROVEN OPEN VIA A DAMPER END SWITCH, THE SUPPLY FAN SHALL ENERGIZE. THE MAU, GREASE HOOD, AND ASSOCIATED GREASE FAN SHALL BE INTERLOCKED TOGETHER TO OPERATE SIMULTANEOUSLY. DISCHARGE AIR TEMPERATURE CONTROL: THE UNIT SHALL MODULATE THE GAS HEATING AND CYCLE THE EVAPORATIVE COOLING PUMP IN SEQUENCE TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SETPOINT OF 70°F (ADJ). THE MAU SHALL HAVE AN AUTOMATIC FILL AND DRAIN KIT. THE PACKAGED MAKEUP WATER VALVE SHALL OPEN THROUGH A FLOAT TO MAINTAIN THE WATER LEVEL IN THE EVAPOARATIVE BASIN. WHEN THE OUTSIDE AIR TEMPERATURE DROPS BELOW 40°F (ADJ), THE DRAIN VALVE ON THE SUMP SHALL OPEN. WHEN THE OUTSIDE AIR TEMPERATURE RISES ABOVE 55°F (ADJ), THE DRAIN VALVE ON THE SUMP SHALL CLOSE. UNIT SAFETIES: A HARDWIRED SUPPLY DUCT SMOKE DETECTOR SHALL STOP THE SUPPLY FAN UPON SENSING THE PRODUCTS OF COMBUSTION. THE BAS SHALL CLOSE THE OUTSIDE AIR DAMPER. AN ALARM SHALL BE GENERATED AT THE BAS. UPON DETECTION OF CARBON MONOXIDE, THE FIRE ALARM SYSTEM SHALL SHUT DOWN THE MAU. SEQUENCE OF OPERATION MAU-1 EVAP COOLING COIL DP T5 N.C. CS MS EVAP COOLING PUMP CS VFD PACKAGED CONTROLS THL 1 2 S 4 CO6 ROOF KEF VARIABLE HOOD EXHAUST CONTROL FOR GREASE EXHAUST FAN: GREASE EXHAUST FAN SHALL BE PROVIDED WITH A VFD. A PACKAGED, VARIABLE EXHAUST HOOD CONTROL SYSTEM SHALL BE PROVIDED FOR CONTROL THE EXHAUST FAN. THE PACKAGED SYSTEM SHALL BE PROVIDED WITH A BACNET COMMUNICATION CARD FOR INTEGRATION TO THE BAS. COORDINATE THE PROTOCOL WITH THE MANUFACTURER. WHEN THE EXHAUST HOOD CONTROL SYSTEM IS ENABLED, THE ASSOCIATED GREASE EXHAUST FAN SHALL ENERGIZE. THE PACKAGED KITCHEN CONTROLLER SHALL MODULATE THE ASSOCIATED GREASE EXHAUST FAN VFD FROM 50% TO 100% BASED ON EXHAUST AIR TEMPERATURES IN THE HOODS. IF THE TEMPERATURE IN ANY EXHAUST HOOD EXCEEDS AN AUTO STARTUP SETPOINT, THE ASSOCIATED GREASE EXHAUST FAN SHALL ENERGIZE REGARDLESS OF BAS ENABLE/DISABLE. UPON SENSING A FIRE IN THE HOOD THROUGH THE HOOD FIRE SUPRESSION SYSTEM DRY CONTACT, THE KITCHEN GREASE EXHAUST FAN SHALL ENERGIZE AT 100%, THE MAKEUP AIR UNIT SHALL SHUTDOWN. THIS CONTROL SHALL BE HARDWIRED. DISHWASHER EXHAUST FAN SHALL BE INTERLOCKED TO THE DISHWASHER. WHEN THE DISHWASHER ENERGIZES, THE FAN SHALL ENERGIZE. WHEN THE DISHWASHER DE-ENERGIZES, PROVIDE A 15 MINUTE (ADJ) TIME DELAY BEFORE DE-ENERGIZING THE EXHAUST FAN. COORDINATE WITH THE KITCHEN EQUIPMENT SUPPLIER. SEQUENCE OF OPERATION KITCHEN EXHAUST FAN VFD 1 2 ROOF EF BAS CONTROLLED FANS: SEQUENCE OF OPERATION EF-1 EXHAUST FANS SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS AS DETERMINED BY THE DDC SYSTEM SCHEDULE. DURING UNOCCUPIED HOURS, THE EXHAUST FAN SHALL BE OFF. THE BAS GENERATE AN ALARM UPON FAN FAILURE. SEQUENCE OF OPERATION 2 CS MS 1 D CU RS/RL/ELEC ROOF FLOOR WALL MOUNTED FAN COIL UNIT STAND ALONE PROGRAMMABLE THERMOSTAT: SET THERMOSTAT TO MAINTAIN 72°F (ADJ.) SPACE TEMPERATURE ROUTE REFRIGERANT LINES UP THROUGH ROOF TO CONDENSING UNIT ROUTE CONDENSATE TO DRAIN AC ELECTRICAL ROOM SEQUENCE OF OPERATION FAN COIL AND CONDENSING UNIT SHALL OPERATE IN CONJUNCTION TO MAINTAIN 72°F (ADJ.) SPACE TEMPERATURE COOLING SETPOINT. THE SPACE TEMPERATURE SETPOINT SHALL NOT RESET OR HAVE A SETBACK FOR UNOCCUPIED MODE. THE FAN COIL AND CONDENSING UNIT SHALL BE ENABLED 24HRS A DAY, 7 DAYS A WEEK. A SECONDARY TEMPERATURE SENSOR INDEPENDENT OF THE SPLIT SYSTEM PACKAGED CONTROLS SHALL BE PROVIDED AND INTEGRATED INTO THE BUILDING AUTOMATION SYSTEM. THE BAS SHALL GENERATE AN ALARM IF THE TEMPERATURE IN THE ROOM RISES ABOVE 77°F (ADJ.) T T1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 2 9 A M M-502 MECHANICAL FLOW DIAGRAMS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE NOT TO SCALE 1 MAU-1/EXHAUST FAN CONTROL DIAGRAM MAU-1 POINTS LIST PO I N T I D E N T I F I E R N U M B E R SYSTEM POINT DESCRIPTION PO I N T T Y P E ( B I , A I , B O , A O ) SH O W O N S Y S T E M G R A F H I C IN C L U D E D A T A I N T R E N D L O G IN C L U D E D A T A I N T R E N D G R A P H AL A R M C O N D I T I O N S NOTES 1 MAU STATUS BI X 2 MAU ALARM BO X X 3 SUPPLY AIR TEMPERATURE AI X X X 4 SMOKE DETECTOR STATUS BI X X 5 SPACE TEMPERATURE AI X X X X 6 FIRE ALARM SIGNAL (CO DETECTION) BI X X X X NOT TO SCALE 2 KITCHEN EXHAUST FAN CONTROL DIAGRAM KITCHEN GREASE EXHAUST FAN POINTS LIST PO I N T I D E N T I F I E R N U M B E R SYSTEM POINT DESCRIPTION PO I N T T Y P E ( B I , A I , B O , A O ) SH O W O N S Y S T E M G R A F H I C IN C L U D E D A T A I N T R E N D L O G IN C L U D E D A T A I N T R E N D G R A P H AL A R M C O N D I T I O N S NOTES 1 KITCHEN ENABLE/DISABLE BO X X X 2 GREASE EXHAUST FAN STOP/START BO X X X NOT TO SCALE 3 EXHAUST FAN CONTROL DIAGRAM EXHAUST FAN POINTS LIST TAG SYSTEM POINT DESCRIPTION TYPE 1 FAN ENABLE/DISABLE BO 2 FAN STATUS BI NOT TO SCALE 4 ELECTRICAL ROOM CONTROL DIAGRAM MDF POINTS LIST TAG SYSTEM POINT DESCRIPTION TYPE 1 ROOM TEMPERATURE SENSOR AI 2020.05.04 05/01/20 PRE-FILTER SUPPLY AIR DUCTED DIRECTLY TO FAN COIL UNITS OUTSIDE AIR GAS HEATING SECTION SUPPLY FAN T DM 12 THE DOAS IS A SINGLE ZONE, VARIABLE AIR VOLUME UNIT PROVIDING VENTILATION TO THE FAN COIL UNITS. THE DOAS SHALL BE INTERLOCKED INTO THE VARIABLE REFRIGERANT FLOW SYSTEM (VRF) CONTROL PANEL. THE UNIT SHALL USE 100% OUTSIDE AIR. THERE SHALL BE NO RETURN AIR CONNECTION. DAMPER NORMAL POSITION: OUTSIDE AIR DAMPER NORMALLY CLOSED. OCCUPIED MODE SHALL SHALL BE FROM 7AM TO 2AM (ADJ.). WHEN THE BUILDING IS IN OCCUPIED MODE, THE OUTSIDE AIR DAMPER OPENS FIRST. AFTER THE DAMPER IS PROVEN OPEN VIA A DAMPER END SWITCH, THE SUPPLY FAN SHALL ENERGIZE. DISCHARGE AIR TEMPERATURE CONTROL: THE UNIT SHALL MODULATE THE GAS HEATING A TO MAINTAIN A MINIMUM DISCHARGE AIR TEMPERATURE SETPOINT OF 70°F (ADJ). UNIT SAFETIES: A HARDWIRED SUPPLY DUCT SMOKE DETECTOR SHALL STOP THE SUPPLY FAN UPON SENSING THE PRODUCTS OF COMBUSTION. THE BAS SHALL CLOSE THE OUTSIDE AIR DAMPER. AN ALARM SHALL BE GENERATED AT THE BAS. UPON DETECTION OF CARBON MONOXIDE, THE FIRE ALARM SYSTEM SHALL SHUT DOWN THE MAU. SEQUENCE OF OPERATION DOAS-1 DP T14 N.C. CS VFD TERMINAL STRIP THL 9 10 S 13 CO15 113 2 1 4 5 6 7 8 THE VARIABLE REFRIGERANT FLOW SYSTEM SHALL BE PACKAGED CONTROLS FROM A CONTROL PANEL LOCATED IN THE MECHANICAL ROOM. THE CONTROL PANEL SHALL INTERLOCK THE CONDENSING UNITS, FAN COIL UNITS, AND BRANCH SELECTOR UNITS. THE FAN COIL UNIT FANS SHALL BE ENERGIZED DURING OCCUPIED HOURS. THE FAN COIL UNIT DISCHARGE AIR TERMPERATURE SHALL MODULATE TO MAINTIAN THE THERMOSTAT SETPOINT OF 70°F (ADJ) HEATING AND 75°F (ADJ) COOLING. THE BAS SHALL MONITOR AND ALARM UPON ANY FAN COIL UNIT OR CONDENSING UNIT FAILURE. SEQUENCE OF OPERATION VRF © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 3 0 A M M-503 MECHANICAL FLOW DIAGRAMS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE NOT TO SCALE 1 DOAS-1 CONTROL DIAGRAM DOAS-1 POINTS LIST PO I N T I D E N T I F I E R N U M B E R SYSTEM POINT DESCRIPTION PO I N T T Y P E ( B I , A I , B O , A O ) SH O W O N S Y S T E M G R A F H I C IN C L U D E D A T A I N T R E N D L O G IN C L U D E D A T A I N T R E N D G R A P H AL A R M C O N D I T I O N S NOTES 1 OUTSIDE AIR DAMPER POSITION OPEN BI X X 2 OUTSIDE AIR DAMPER BO X 3 DIRTY FILTER ALARM BI X X 4 SUPPLY FAN STATUS-CURRENT SENSOR BI X X 5 SUPPLY FAN START/STOP BO X X X 6 SUPPLY FAN VFD SPEED AO X X X 7 SUPPLY FAN VFD ALARM BI X X 8 SUPPLY FAN VFD POSITION FEEDBACK AI X X X X 9 GAS HEAT ENABLE BO X 10 MODULATING GAS HEAT AO X X X 11 SUPPLY AIR TEMPERATURE HIGH LIMIT BI X X X X 12 SUPPLY AIR TEMPERATURE AI X X X 13 SMOKE DETECTOR STATUS BI X X 14 SPACE TEMPERATURE AI X X X X 15 FIRE ALARM SIGNAL (CO DETECTION) BI X X X X 2020.05.04 05/01/20 1. CABLE RELEASE GAS SAFETY VALVE IS TO BE SUPPLIED BY HOOD MANUFACTURER AS PART OF SYSTEM. MECHANICAL CONTRACTOR TO INSTLL VALVE. FIRE PROTECTION CONTRACTOR TO INSTALL CABLE TO VALVE AND INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM. 2. THERMAL CABLE TO HOLD TENSION ON GAS VALVE AND IN THE EVENT OF A FIRE THE THERMAL BARRIER TO MELT AND THE CABLE TO LOSE TENSION AND CLOSE THE GAS SAFETY VALVE. GENERAL NOTES:EXITING DOORWAY MANUAL HOOD FIRE SUPPRESSION PULL STATION INSTALLED NEXT TO DIIR BY F.P. CONTRACTOR GAS PIPING BY M.C. CEILING ACCESS PANEL THERMAL CABLE FROM MANUAL PULL TO SAFETY VALVE BY FIRE PROT. CONT. GAS COCK BY M.C. GAS FIRED EQUIPMENT CABLE TO HOOD FIRE SUPPRESSION SYSTEM BY F.P. CONTRACTOR GAS MAIN ABOVE CEILING KITCHEN HOOD GAS COCK STRAINER CABLE RELEASE SAFETY SHUTOFF VALVE PROVIDED BY F.C. CONT. INSTALLED BY M.C. VAPOR BARRIER BELOW INSULATION COORDINATE WITH CIVIL WIRE MESH OR REBAR CONCRETE SLAB COMPACTED GRADE 4" OF HIGHLOAD INSULATION WIRE TIE TUBING TO MESH 5/8" TUBING BFP PIPING IN AIR STREAM TO BE CONSTRUCTED OF MATERIAL WHICH COMPLIES WITH RATINGS: SMOKE DEVELOPED <50 AND FLAME SPREAD <25 BALANCING BALL VALVE 1 1/2" OVERFLOW CIRCULATING PUMP POSITIVE SLOPED DRAIN PAN 1 1/2" MANUAL DRAIN WITH BALL VALVE, SET TO MAINTAIN T.D.S. (TOTAL DISSOLVED SOLIDS) RECOMMENDED BY MANUFACTURER DIRECT EVAPORATIVE COOLING SECTION DISTRIBUTION HEADER MEDIA AIR FLOW DIRECTION FLOAT OPERATED MAKE-UP VALVE SOLENOID MAKE-UP VALVE ELECTRIC LEVEL CONTROLLER (DELETE IF FLOAT VALVE IS USED) SUMP 1 1/2" DRAIN SOLENOID DRAIN VALVE 3/4" REMOVABLE CAP FOR TRAP CHARGING 1 1/2" DRAIN TO FLOOR SINK, OPEN- SITE AT FLOOR SINK 4" TRAP, REFER TO DETAIL 3/4" QUICK FILL SEE PLANS FOR CONTINUATION 3/4" CW REDUCED PRESSURE BACK FLOW PREVENTER W/ DRAIN FUNNEL PILOT LIGHT SWITCH BY DIVISION 16. HARD WIRED INTERLOCK TO EXHAUST FAN BY DIVISION 16. COORDINATE EXACT LOCATION WITH OWNER & WITH SEQUENCE OF OPERATION DRAWINGS. GREASE WRAP NOT LESS THAN 1 HR FIRE RESISTANCE FOR BUILDING LESS THAN 4 STORIES IN HEIGHT CLEARANCES TO NON- COMBUSTIBLE ENCLOSURE: NFPA 96=6", UBC=3" HORIZONTAL DUCTS SHALL BE SLOPED AT 1/4" PER 12" TOWARD HOOD OR GREASE RESERVOIR (UNLESS > 75'; THEN USE 1" PER 12") PROVIDE APPROVED GREASE WRAP IN ACCORDANCE WITH ASTM E 2336. 0" IN. MINIMUM TO NONCOMBUSTIBLES 3 IN. MININIMUM TO LIMITED COMBUSTIBLES 18 IN. MININIMUM TO COMBUSTIBLES ADD F/S DAMPER IF HOOD IS NOT COMPLIANT W/ NFPA 96 UL LISTED LIGHT FIXTURE BOTTOM OF SHAFT ENCLOSURE SEALED AROUND DUCT AT THIS POINT EXHAUST HOOD COOKING SURFACE ACCESS PANEL AT EACH CHANGE OF DIRECTION, WITH GREASE-TIGHT GASKET, CARBON OR STAINLESS STEEL FASTENERS THAT DO NOT PENETRATE DUCT, AND LABELED "ACCESS PANEL - DO NOT OBSTRUCT" ACCESSIBLE OPENING IN GREASE WRAP FOR ACCESS PANEL NO ACCESS PANELS IN BOTTOM SIDE OF DUCT 1 1/2" MIN. NO DAMPERS IN EXHAUST DUCTS GREASE DUCT, MIN. 16 GA. WELDED STEEL MINIMUM 18 GA. STEEL HOOD HOOD SHALL HAVE FIRE SUPPRESSION SYSTEM EQUIPPED WITH INTERLOCKED GAS SHUT-OFF VALVE (OR SHUNT TRIP COIL OF CIRCUIT BREAKER) AND LABELED, MANUAL (MECHANICALLY OPERATED) GREASE FILTERS MOUNTED AT ANGLE NOT LESS THAN 45° FROM HORIZONTAL GREASE DRIP TRAY O IN. MINIMUM TO NONCOMBUSTIBLES 3 IN. MINIMUM TO LIMITED COMBUSTIBLES 18 IN. MINIMUM TO COMBUSTIBLES 24" MIN. 40" ROOF 18" HINGED, UPBLAST EXHAUST FAN 10'-0" FROM ADJACENT BUILDING OR PROPERTY LINE, OR AIR INTAKE WEATHER PROTECTED CHASE VENT OPENING (OR VENTILATED CURB BASE) RAINPROOF GREASE RESERVOIR F O IN. MINIMUM TO NONCOMBUSTIBLES 3 IN. MINIMUM TO LIMITED COMBUSTIBLES 18 IN. MINIMUM TO COMBUSTIBLES ADD 1 WORK NOTES: 1. CONTRACTOR TO VERIFY SPECIFIC MANUFACTURER'S INSTALLATION REQUIREMENTS. FIREMASTER DUCT WRAP PACKING MATERIAL FLOOR OR WALL FIREMASTER DUCT WRAP PACKING MATERIAL FIREMASTER DUCT WRAP DUCT FB-2000+ CAULK DUCT BANDING 2 1 " T Y P .1 0 1 /2 " 1 0 1 /2 " 1 1 /2 " 1 1 /2 " 1 1 /2 " 1 1 /2 " 1 1/2"x1 1/2"x1/8" ANGLE MIN. 3/8" DIAMETER HANGER ROD TWO LAYERS FIREMASTER DUCT WRAP 3" PERIMETER OVERLAP 3" LONGITUDINAL OVERLAP BANDING AND FILLIMENT TAPE MANUAL VOLUME RETURN AIR DAMPER (USED ONLY WHEN CONNECTED TO OUTSIDE AIR SOURCE.) FACTORY BOTTOM FILTER ACCESS CAN BE USED WHEN CEILINGS ARE "NOT LIKELY" TO BE INSTALLED. MIXING PLENUM - FABRICATE FULL SIZE OF FAN COIL UNIT INLET COLLAR & APPROX. 16" LONG PROVIDE REMOVABLE PANEL FILTER AND CHANNEL IN PLENUM FOR 1" T.A. FILTER TO BE ACCESSED AND REMOVABLE ON RIGHT OR LEFT SIDE OF PLENUM. SEE DRAWINGS FOR ACCESS SIDE. HEATING & CLG. COILS INSTALL FLEXIBLE CONNECTOR TO OUTLET OF FAN COIL UNIT OUTSIDE AIR DUCT - SEE PLAN FOR SIZE FAN COIL UNIT FLEXIBLE DUCT CONNECTOR CONICAL SPIN-IN FITTING W/INTEGRAL MANUAL VOLUME DAMPER © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 7/ 1 4 / 2 0 2 0 3 : 2 0 : 1 4 P M M-601 MECHANICAL DETAILS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE ADDENDUM 1 7.15.2020 NOT TO SCALE 1 KITCHEN EXHAUST HOOD FIRE SUPPRESSION SYSTEM COORDINATION DETAIL NOT TO SCALE 5 RADIANT FLOOR / SNOWMELT SLAB INSTALLATION DETAIL NOT TO SCALE 6 EVAPORATIVE COOLER PIPING DETAIL NOT TO SCALE 2 KITCHEN HOOD EXHAUST DETAIL NOT TO SCALE 3 KITCHEN GREASE DUCT FIRE WRAP AND PENETRATION DETAIL NOT TO SCALE 4 FAN COIL UNIT AIR INLET DETAIL 7/15/2020 MVD CROSS-SECTION AREA (A) FACE AREA OF TAKEOFF SHALL BE: 1.3 (A) NOTE: PROVIDE ONLY WHERE TAKEOFF DUCT IS SAME DIMENSION TO HEIGHT OF RECTANGULAR DUCT. 5" PIPE DIA. MIN. PIPE HANGER (TYP.) P&T (TYP.) PS IN-LINE PUMP, FOR HORIZONTAL MOUNTING PROVIDE SUPPORT AT PUMP MOTOR PROVIDE VIBRATION ISOLATION HANGERS STRAINER W/ HOSE END DRAIN VALVE PRESSURE GAGE W/ BALL COCKS @ INLET & DISCHARGE OF PUMP PROVIDE VIBRATION ISOLATION HANGERS PROVIDE PIPE HANGERS CLOSE TO PUMP OR PROVIDE FLOOR MOUNTED PUMP SUPPORT BRACKET IN-LIEU OF HANGERS PRESSURE SWITCH FLOW INDICATOR BALL VALVE 2" PIPE DIA. MIN. CHECK VALVE CALIBRATED BALANCING VALVE BALL VALVE, TYP. ISOLATION DUTY) CHEMICAL FEED CONNECTION (TYP.) L W VOLUME DAMPER W/ LOCKING QUADRANT WHERE SPECIFIED ON DRAWING AIR FLOW REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE. REFER TO DAMPER REGULATOR DETAIL. NOTE: DAMPER SHALL NOT BE INSTALLED CLOSER THAN TWO DUCT WIDTHS TO ELBOW OR INTERSECTIONS NOTE: L=0.25 W(6" MIN.) NOTE: LESS THAN 2" WATER COLUMN 45° SCREW DOWN HOOD TO CURB THRU MASTIC WITH GASKETED FASTENERS (TYPICAL) ROOFING FLASH AND COUNTERFLASH WATERTIGHT BIRDSCREEN EXHAUST FAN TOP OF CURB (MINIMUM 12" H. ABOVE ROOFING) BAROMETRIC BACKDRAFT DAMPER DUCTWORK AS NOTED ON PLANS ROOF CONSTRUCTION TURN ROOFING AND DUCT OVER CURB GASKET OBD WHERE SPECIFIED REFER TO G.R.D. SCHEDULE FOR REQUIREMENTS. AIR DEVICE REFER TO G.R.D. SCHEDULE AND PLANS FOR TYPE. 1" DUCT LINER BRANCH DUCT CEILING SPIN-IN W/ MVD WHERE SPECIFIED. FLEXIBLE DUCT (MAX. 6'-0") SUPPORT AT 3'-0" O.C. ELBOW W/ 3/4" DIAMETER INNER RADIUS MINIMUM CONNECT FLEX TO AIR DEVICE PER SPECS. STAINLESS STEEL CLAMPING BAND NOTES: 1.CONSULT WITH ROOFING MANUFACTURER BEFORE EXECUTING ANY WORK. CURB WORK SHALL NOT ADVERSELY EFFECT ANY CURRENT WARRANTY -REFER TO SPECIFICATIONS. CONDENSING UNIT (ACCU) NEOPRENE VIBRATION ISOLATORS (TYP. 4) 9" MIN. ROOF DECK CORE DRILL FOR CONDUIT/PIPING AS NECESSARY. SEAL PENETRATIONS THROUGH SUBSTRATE WITH 3M FIRE CAULK. SUPPORT CONDUIT/PIPING AT THIS LOCATION PROVIDE SHEET METAL ROOF JACK FOR CONDUIT AND PIPE. SEAL AND CLAMP TO CONDUIT/PIPE. CONFIRM INSTALLATION WITH ROOF MANUFACTURER TO MAINTAIN ROOF WARRANTY. MULTIPLE CONDUIT/PIPE THROUGH (1)PENETRATION NOT ALLOWED. PROVIDE SHEET METAL CURB CAP ROOF CURB PROVIDE UNISTRUT ACROSS TO ROOF CURB CAP. ATTACH UNISTRUT WITH L BRACKET TO SIDE OF CURB. THERE SHALL NOT BE ANY PENETRATIONS ON CURB CAP. DISCONNECT/RECEPTACLE ENCLOSURE - REFER TO ELECTRICAL DRAWINGS CONDUIT AND INSULATED PIPE (TYP.) 14" MINIMUM COUNTERFLASHING ROOF CONSTRUCTION LAG BOLT (2)2"x12" 2"x4" TOP OF CURB (MINIMUM 12" HIGH ABOVE ROOF) PIPE OR CONDUIT REMOVABLE CAP. ATTACH CAP TO ROOF JACK ON THE SIDE CANT STRIP SEAL OPENING WATER TIGHT WITH EXPANDING FOAM AND CAULKING © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 5 6 : 3 1 A M M-602 MECHANICAL DETAILS St a n l e y H o t e l C a r r i a g e H o u s e KRD 2020.04.10 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS PBM BCER PROJECT 89319007 REVISION DATE NOT TO SCALE 4 SQUARE DUCT TAKEOFF/TRANSITION DETAIL NOT TO SCALE 6 INLINE PUMP ASSEMBLY NOT TO SCALE 5 BRANCH DUCT TAKE-OFF DETAIL NOT TO SCALE 3 CENTRIFUGAL ROOF EXHAUST FAN NOT TO SCALE 2 AIR DEVICE DETAIL NOT TO SCALE 1 CONDENSING UNIT ROOF CURB DETAIL NOT TO SCALE 7 ROOF JACK PIPING DETAIL 2020.05.04 05/01/20 ELECTRICAL SPECIFICATIONS DIVISION 260000 -ELECTRICAL SPECIFICATION 260500 -BASIC ELECTRICAL REQUIREMENTS GENERAL REQUIREMENTS A. SEE GENERAL CONDITIONS AND ALL OTHER REQUIREMENTS RELATING TO ELECTRICAL SYSTEMS FOR THIS PROJECT. B. PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL ELECTRICAL SYSTEMS. C. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL WORK ACCORDING TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AS WELL. D. WORD "PROVIDE" SHALL MEAN "THIS CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT". E. VISIT SITE AND INCLUDE ALLOWANCE IN BID FOR ALL COSTS RELATED TO THE ELECTRICAL INSTALLATION. F. DEMONSTRATE THE OPERATION OF ALL ELECTRICAL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY ARCHITECT. G. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE WORK OF OTHER TRADES. INSTALL ALL SLEEVES AND BLOCKOUTS; WATERPROOF AS REQUIRED. H. ALL OUTAGES ON THE ENTIRE OR ON PORTIONS OF EXISTING OR NEW ELECTRICAL SYSTEM SHALL BE MINIMIZED AND SHALL BE COORDINATED WITH THE OWNER AND UTILITY COMPANY. OUTAGE DURATION SHALL BE AS ACCEPTED BY THE OWNER AND SHALL BE SCHEDULED THREE (3) DAYS IN ADVANCE. INCLUDE AN OVERTIME ALLOWANCE IN THE BID FOR PERFORMANCE OF WORK REQUIRING OUTAGES AT SUCH A TIME AS IS APPROVED BY THE OWNER. I. FIELD CHECK ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN THE BID FOR THE REMOVAL AND/OR RELOCATION OF EXISTING CONDUITS, WIRES, DEVICES, FIXTURES, ETC., AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEMS TO ALL OTHER WORK. J. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. ALL OTHER WORK AND MISCELLANEOUS ITEMS NOT SPECIFICALLY MENTIONED BUT REQUIRED FOR TESTING THE SYSTEM SHALL BE PROVIDED. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND OPERABLE. STANDARDS A. ALL ELECTRICAL MATERIALS SHALL BE NEW (EXCEPT IF INDICATED OR SPECIFIED OTHERWISE), IN FIRST-CLASS CONDITION, UNDERWRITERS' LABORATORIES, INC. (UL) APPROVED AND SHALL COMPLY WITH APPLICABLE NEMA STANDARDS. B. COMPLY WITH ALL APPLICABLE LOCAL AND STATE ORDINANCES AND LATEST EDITION OF: IBC -INTERNATIONAL BUILDING CODE, NEC -NATIONAL ELECTRICAL CODE, NFPA CODES, AND WITH THE REQUIREMENTS OF UTILITY AND TELEPHONE COMPANIES FURNISHING SERVICE. C. PROCURE AND PAY FOR ALL PERMITS, LICENSES AND LIABILITY INSURANCE, ETC. FURNISH CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM LOCAL INSPECTOR. D. MATERIAL SHALL BE AS SPECIFIED UNLESS PRIOR ACCEPTANCE HAS BEEN OBTAINED FROM ARCHITECT SEVEN (7) DAYS BEFORE BID OPENING. GUARANTEE A. REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FROM NORMAL WEAR, WITHIN ONE (1) YEAR AFTER COMPLETION. COORDINATION A. PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL WORK, PARTICIPATE IN DETAILED COORDINATION PLANNING MEETINGS WITH ALL OTHER CONSTRUCTION TRADES, UNDER THE DIRECTION OF THE GENERAL CONTRACTOR, SO AS TO COMPLETELY ESTABLISH ROUTINGS, ELEVATIONS, SPACE REQUIREMENTS, AND COORDINATION OF ACCESS, LAYOUT, AND SUSPENSION REQUIREMENTS IN RELATIONSHIP TO THE BUILDING STRUCTURE AND THE WORK OF ALL OTHER TRADES. B. THIS CONTRACTOR SHALL COORDINATE DIVISION 26 WORK W ITH THE INSTALLER OF DIVISION 21,22, AND 23 AND OTHER WORK TO ENSURE THAT CODE REQUIRED CLEARANCES RELATING TO SPACE REQUIRED FOR ACCESS TO ELECTRICAL EQUIPMENT, ALONG WITH LIMITATIONS RELATING TO INSTALLATION OF MECHANICAL OR OTHER PIPING, DUCTWORK, OR EQUIPMENT ABOVE, OR ADJACENT TO, ELECTRICAL APPARATUS, ARE PROPERLY MAINTAINED. C. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF DEVICES. FINAL LOCATION OF ALL DEVICES TO BE DETERMINED BY THE ARCHITECT. D. PRIOR TO COMMENCING CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN ELECTRICAL DRAWINGS AND ANY OTHER PROJECT DRAWINGS (I.E., ARCHITECTURAL, FURNITURE SYSTEM, MECHANICAL, STRUCTURAL, ETC) AS WELL AS DISCREPANCIES BETWEEN DRAWINGS AND EXISTING FIELD CONDITIONS. E. ALL OPENINGS MADE IN FIRE-RATED WALLS, FLOORS OR CEILINGS, SHALL BE PATCHED AND MADE TIGHT IN A MANNER TO CONFORM TO THE FIRE RATING FOR THE SURFACE PENETRATED. 260519 -BUILDING WIRE AND CABLE A. MINIMUM WIRE SIZE FOR BRANCH CIRCUITS NO. 12 AWG. EXCEPT FOR CONTROL CIRCUITS, WHICH MAY BE NO. 14 AWG. SIGNAL CIRCUITS WIRE SIZE SHALL BE AS INDICATED ON THE DRAWINGS. ALL WIRING SHALL BE ROUTED WITHIN RACEWAYS. B. USE NO. 10 AWG CONDUCTOR FOR 20 AMPERE, 120-VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET, AND FOR 20 AMPERE, 277-VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 200 FEET. C. CONDUCTOR INSULATION SHALL BE OF TYPE RECOGNIZED BY THE NATIONAL ELECTRIC CODE AS APPROVED FOR ITS PARTICULAR APPLICATION. 1. ALL WIRES REGARDLESS OF SIZE, TYPE THWN AND THHN EXCEPT AS NOTED. 2. ALL WIRING IN METAL ROOF DECKS, IN OR NEAR ROOF INSULATION, OR EXPOSED TO SUN, TYPE THW. D. THE USE OF MC CABLE IS ACCEPTABLE WHERE PROPERLY SUPPORTED AND WHEN INSTALLED IN ACCORDANCE WITH NEC. E. SPLICES FOR NO. 8 AND SMALLER WIRE, WIRE OR WING NUTS. F. ALL WIRE SHALL BE COPPER, INSULATED FOR 600 VOLTS. G. ALL WIRES SHALL BE COLOR CODED. WIRES NO. 6 AWG AND SMALLER SHALL BE FACTORY COLOR-CODED. WIRE NO. 4 AWG AND LARGER MAY BE COLOR-CODED BY FIELD PAINTING OR COLOR TAPING OF 6 INCH LENGTH OF EXPOSED ENDS. H. 120/208V SYSTEM: PHASE A = BLACK, B = RED, C = BLUE, NEUTRAL = WHITE, GROUND = GREEN I. 277/480V SYSTEM: PHASE A = BROWN, B = ORANGE, C = YELLOW, NEUTRAL = GRAY, GROUND = GREEN 260532 -CONDUIT SYSTEMS A. RIGID CONDUIT, INTERMEDIATE METALLIC CONDUIT, AND/OR ELECTRICAL METALLIC TUBING AS PERMITTED BY NEC. B. SCHEDULE 40, RIGID PVC PLASTIC CONDUIT FOR ALL LOCATIONS DIRECTLY IN EARTH, GRAVEL, ETC, OR DIRECTLY BELOW OR IN CONCRETE SLAB-ON-GRADE. C. PROVIDE FLEXIBLE METAL CONDUIT WHERE WIRING MUST BE FISHED OR FOR EQUIPMENT, MOTORS, LIGHTING FIXTURE OR TRANSFORMER CONNECTIONS. D. ALL EMT CONNECTORS AND COUPLINGS SHALL BE STEEL, COMPRESSION GLAND OR SETSCREW TYPE. CONNECTORS AND COUPLINGS MADE OF MALLEABLE IRON OR OTHER MATERIALS ARE NOT ACCEPTABLE. E. INSTALL RACEWAYS CONCEALED. SURFACE-MOUNT CONDUITS IN ELECTRICAL AND MECHANICAL ROOMS OR WHERE APPROVED BY THE ARCHITECT. F. RACEWAY AND OUTLET SUPPORTS: 1. TOGGLE BOLTS IN HOLLOW MASONRY. 2. EXPANSION BOLTS IN CONCRETE OR BRICK. 3. MACHINE SCREWS ON METAL SURFACES. 4. WOOD SCREWS ON WOOD CONSTRUCTION. 260534 -BOXES A. FOUR-INCH (4") SQUARE OR OCTAGONAL, ZINC-COATED SHEET STEEL BOXES. B. PROVIDE THREE-EIGHTHS INCH (3/8") NO BOLT FIXTURE STUDS FOR FIXTURE OUTLETS. C. PROVIDE COVERS SET TO COME FLUSH WITH FINISHED WALLS. D. UTILITY OR SECTIONAL SWITCH BOXES ONLY WHERE PERMITTED. E. VERIFY MOUNTING HEIGHTS OF ALL OUTLETS PRIOR TO INSTALLATION. LOCATE OUTLETS TO CLEAR COUNTERS, BENCHES, BASEBOARDS OR FINTUBE HEATERS, ETC, OR AS REQUIRED TO SERVICE EQUIPMENT. F. SUPPORT: OUTLET, DEVICE, PULL AND JUNCTION BOXES RIGIDLY FROM THE STRUCTURE EITHER DIRECTLY OR BY USING A RIGID SUPPORT, IN ACCORDANCE WITH REQUIREMENTS OF ART. 314-23 OF THE NEC. 262726 -WIRING DEVICES A. DEVICES SHALL BE AS FOLLOWS: 1. SPECIFICATION GRADE RECEPTACLES: P&S 5850 SERIES OR AS ACCEPTED; GROUND FAULT CIRCUIT INTERRUPTERS: P&S 2097 SERIES, OR AS ACCEPTED. MOUNTING HEIGHT +18 INCH A.F.F. TO CENTER OR AS NOTED. 2. WEATHERPROOF OUTLET COVER: P&S WIU SERIES, OR AS ACCEPTED. 3. AC QUIET-OPERATING TYPE SWITCHES: P&S PS20 SERIES, OR AS ACCEPTED. MOUNTING HEIGHT +42 INCH A.F.F. TO CENTER OR AS NOTED. 4. DIMMER SWITCH: "SLIDE TO OFF" TYPE, WITH A VA (W) RATING SUITABLE FOR THE LOAD SERVED: LUTRON NOVA SERIES, OR AS ACCEPTED. MOUNTING HEIGHT +42-INCH A.F.F. TO CENTER OR AS NOTED. B. DEVICE PLATES SHALL BE: NYLON, EXCEPT AS DIRECTED BY ARCHITECT. C. SPECIAL PURPOSE RECEPTACLES OR OTHER DEVICES SHALL BE AS INDICATED ON THE DRAWINGS. D. WIRING DEVICES AND DEVICE PLATES COLOR SHALL BE AS DIRECTED BY THE ARCHITECT AND OWNER. FOR REMODEL WORK, MATCH COLOR OF NEW WITH REMAINING. 260526 -GROUNDING A. ALL SERVICE EQUIPMENT, CONDUIT SYSTEMS, SUPPORTS, CABINETS, LIGHTING STANDARDS, POLES, EQUIPMENT, FIXTURES, ETC, AND THE GROUNDED CIRCUIT CONDUCTOR SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH THE LATEST ISSUE OF THE NATIONAL ELECTRICAL CODE. PROVIDE BONDING JUMPERS, GROUNDING BUSHINGS, CLAMPS, ETC, FOR COMPLETE GROUNDING. 1. PROVIDE A SEPARATE GROUNDING CONDUCTOR, SECURELY GROUNDED ON EACH SIDE OF ALL RACEWAYS CONTAINING SECTIONS OF PLASTIC, FIBER, CEMENT, OR FLEXIBLE RACEWAYS. SIZE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 2. PROVIDE A GREEN GROUNDING JUMPER FROM THE GROUND SCREW TO A BOX GROUNDING SCREW OR CLIP FOR ALL GROUNDING TYPE DEVICES. USE INSULATED WIRE. 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EVERY FEEDER AND BRANCH CIRCUITS, INCLUDING MC CABLE. IF THE SIZE IS NOT INDICATED ON THE DRAWINGS, SIZE IN ACCORDANCE W ITH TABLE 250-122 OF NEC. 260580 -EQUIPMENT WIRING SYSTEM A. WHERE OUTLETS ARE INDICATED FOR MISCELLANEOUS EQUIPMENT REQUIRING ELECTRICAL POWER OR CONTROL, PROVIDE WIRE, CONDUIT, OUTLETS, HEAVY DUTY DISCONNECT SWITCHES, ETC, AND MAKE ALL REQUIRED CONNECTIONS. B. PROVIDE GROUNDING FOR ALL EQUIPMENT IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE. C. VERIFY EXACT CONNECTIONS REQUIRED FOR ALL EQUIPMENT PRIOR TO ROUGH IN. D. FOR INDIVIDUALLY MOUNTED MOTOR CONTROLLERS SUPPLIED UNDER SPECIFICATIONS DIVISIONS OTHER THAN DIVISION 26, CONTROLLERS AND DISCONNECTS SHALL BE SUPPLIED BY THE EQUIPMENT SUPPLIER. ELECTRICAL CONTRACTOR TO SET IN PLACE AND PROVIDE ALL REQUIRED CONNECTIONS. E. ELECTRICAL CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR REQUIRED FOR THE INSTALLATION AND TESTING OF OWNER SUPPLIED EMERGENCY GENERATOR AND TRANSFER SWITCH. 262411 -ELECTRIC SERVICE A. PROVIDE SERVICE AS INDICATED ON THE DRAWINGS. COORDINATE SERVICE LOCATION WITH UTILITY COMPANY. VERIFY AND COMPLY W ITH ALL UTILITY COMPANY REQUIREMENTS. B. PROVIDE METERING FACILITIES, C.T. CABINETS, ETC., AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY THE UTILITY COMPANY REQUIREMENTS. C. FUSIBLE DISCONNECT SWITCH SHALL BE HEAVY DUTY AND U.L. LISTED FOR SERVICE USE. 262413 -DISTRIBUTION EQUIPMENT A. CIRCUIT BREAKER OR SWITCH AND FUSE DISTRIBUTION PANELS AS INDICATED ON THE DRAWINGS. 262200 -DRY TYPE TRANSFORMERS A. NEMA ST 20, FACTORY-ASSEMBLED; COPPER WINDING; VENTILATED AIR COOLED DRY TYPE TRANSFORMERS; WITH RATINGS AS INDICATED ON THE DRAWINGS. B. INSULATION SYSTEM AND AVERAGE WINDING TEMPERATURE RISE FOR RATED KVA AS FOLLOWS: 1. 1-15 KVA: CLASS 185 WITH 115 DEGREES C RISE. 2. 16-500 KVA: CLASS 220 WITH 115 DEGREES C RISE. CASE TEMPERATURE NOT EXCEED 35 DEGREES C RISE ABOVE AMBIENT AT WARMEST POINT AT FULL LOAD. C. TAPS AND SOUND LEVEL PER NEMA ST 20. SOUND LEVEL SHALL NOT EXCEED 42 DB. D. MOUNTING: SUITABLE FOR WALL, FLOOR, OR TRAPEZE MOUNTING AS INDICATED ON THE DRAWINGS. TRANSFORMER CORE AND COIL TO BE ISOLATED FROM ENCLOSURE USING VIBRATION-ABSORBING MOUNTS. TRANSFORMER ENCLOSURE SHALL BE PROVIDED WITH LIFTING EYES OR BRACKETS. 1. USE FLEXIBLE CONDUIT, 2 FEET MINIMUM LENGTH, FOR CONNECTIONS TO TRANSFORMER CASE. MAKE CONDUIT CONNECTIONS TO SIDE PANEL OF ENCLOSURE. 2. MOUNT WALL-MOUNTED TRANSFORMERS USING INTEGRAL FLANGES OR ACCESSORY BRACKETS FURNISHED BY THE MANUFACTURER. 3. PROVIDE ISOLATING PADS SUITABLE FOR ISOLATING THE TRANSFORMER NOISE FROM THE BUILDING STRUCTURE. PROVIDE SEISMIC RESTRAINTS. E. PROVIDE GROUNDING AND BONDING IN ACCORDANCE WITH NEC. F. MEASURE PRIMARY AND SECONDARY VOLTAGES AND MAKE APPROPRIATE TAP ADJUSTMENTS FOR THE SPECIFIED VOLTAGE RANGE. G. WHEN HARMONIC RATED TRANSFORMERS ARE INDICATED ON DRAWINGS OR REQUIRED, THEY SHALL HAVE A RATING NOT LESS THAN K13. 262416 -PANELBOARDS A. DEAD-FRONT, CIRCUIT BREAKER TYPE, KEY LOCK, AND TYPED DIRECTORY CARDS. PANELS SHALL BE "DOOR IN DOOR" CONSTRUCTION. B. THERMAL MAGNETIC CIRCUIT BREAKERS, COMPLETELY INTERCHANGEABLE, BOLTED TO THE BUS. MULTI-POLE BREAKERS SHALL HAVE COMMON, INTERNAL TRIP. C. MINIMUM INTEGRATED SHORT CIRCUIT RATING: 10,000 AMPERES RMS SYMMETRICAL FOR 240 VOLT PANELBOARDS; 14,000 AMPERES RMS SYMMETRICAL FOR 480 VOLT PANELBOARDS, OR AS INDICATED ON THE DRAWINGS. D. EXCEPT SPECIFIED OTHERWISE, PANELBOARDS TYPE SHALL BE AS FOLLOWS: MANUFACTURER 120/208V*277/480V*15/1200A* 1. GENERAL ELECTRIC AQ AE CP 2. CUTLER-HAMMER PRL1 PRL2 PRL4 3. SQUARE-D NQOD NF I-LINE 4. SIEMENS P SERIES P SERIES P SERIES E.PANELBOARDS MAY CONTAIN NOT MORE THAN TWO SUBFEED BREAKERS WITH RATINGS IN EXCESS OF 100A, BUT LESS THAN 225A. F.PANELBOARDS SHALL BE OF TYPE SCHEDULED WHERE MORE THAN TWO SUBFEED BREAKERS RATED IN EXCESS OF 100A ARE REQUIRED, AND FOR ANY PANELBOARD CONTAINING BREAKERS WITH RATINGS OF 225A OR MORE. G.PANEL BUSES SHALL BE COPPER. 265100 -LIGHTING FIXTURES A. PROVIDE ALL NEW LIGHTING FIXTURES COMPLETE WITH LAMPS, DRIVERS, REFLECTORS, PLASTER FRAMES, FLANGES, LOUVERS, STEM HANGERS, ETC., ASSEMBLED AND READY FOR OPERATION AND AS DESCRIBED ON THE DRAWINGS. (VERIFY CEILING TYPES.) B. MOUNT ALL FIXTURES AT POSITION AND HEIGHT TO CLEAR DUCTS, ETC. C. PROVIDE TWO NO. 12 GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE, IN ADDITION TO THE FIXTURE REQUIRED ATTACHMENT TO THE CEILING SUSPENSION SYSTEM. D. ALL LAMPS SHALL BE ENERGY EFFICIENT TYPE, EQUAL TO GENERAL ELECTRIC, PHILLIPS OR SYLVANIA. 271100 -VOICE AND DATA CONDUIT SYSTEM A. COORDINATE WITH OWNER’S LOW VOLTAGE SYSTEM CONTRACTOR. PROVIDE BOXES, RACEWAYS, ETC. AS REQUIRED. END OF SPECIFICATION © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 2 1 : 4 1 A M E-003 ELECTRICAL SPECIFICATIONS St a n l e y H o t e l C a r r i a g e H o u s e DAP 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS DKH BCER PROJECT 89319007 REVISION DATE 05/01/20 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 2 1 : 4 2 A M E-004 ELECTRICAL COMCHECK St a n l e y H o t e l C a r r i a g e H o u s e DAP 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS DKH BCER PROJECT 89319007 REVISION DATE 05/01/20 4 3 2 1 AC DE A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 X1 X1 X1 X2 B HBA-3 INV-2 3 3 DD DD DD DD DDDD C4 C4 F1F2F3 C3W C3W C3WC3WC3W C3W C3W DD DD DD C3W C3W C3W EE EE EE EE EEEE C4 C4 C4 C4 L5INV-1 INV-5 A4 A4 INV-6 L5 L5 4 C4 C3 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 2 1 : 5 0 A M E-201 LEVEL 1 LIGHTING PLAN St a n l e y H o t e l C a r r i a g e H o u s e DAP 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS DKH BCER PROJECT 89319007 REVISION DATE N 0 4'4' 2' 1/4" = 1'-0" 1 LEVEL 1 LIGHTING PLAN WORK NOTES C3 TEMPORARY LIGHTING ON MAIN LEVEL SHALL BE CONTROLLED VIA LINE VOLTAGE TOGGLE SWITCHES AS SHOWN. C4 EXTERIOR LIGHTING TO BE CONTROLLED VIA LIGHITNG CONTROL PANEL AND PHOTOCELL. LIGHTING CONTROL PANEL TO BE LOCATED IN BASEMENT NEAR LIGHTING INVERTER. LIGHTING CONTROL PANEL TO HAVE INTEGRAL TIME CLOCK. MOUNT PHOTOCELL ON ROOF AND AIM NORTH. EMERGENCY AND NORMAL LIGHTING SHALL BE CONTROLLED TOGETHER. ALL EXTERIOR LIGHTING TO BE DIMMED TO 50% FROM 1 HOUR AFTER NORMAL BUSINESS HOURS TO 1 HOUR BEFORE. EMERGENCY LIGHTING SHALL BE FORCED TO FULL OUTPUT UPON LOSS OF NORMAL POWER. L5 PART OF CIRCUIT. REFER TO BASEMENT LIGHTING PLAN FOR CONTINUATION. 05/01/20 JJ M M M MM M J J 4 3 2 1 AC DE K1A E10 E8 E11 LBA-1 E12 FCU-8 FCU-9 FCU-6 FCU-7FCU-5 FCU-4 L1A B E15 L1A-14 WP/WR E17 L1A-15 WP/WR L1A-17 WP/WR WP/WR L1A-19 L1A-21 WP/WR WP/WR WP/WR L1A-23 L1A-25 L1A-16 L1A-18 E19 E19 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 2 1 : 5 3 A M E-301 LEVEL 1 POWER PLAN St a n l e y H o t e l C a r r i a g e H o u s e DAP 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS DKH BCER PROJECT 89319007 REVISION DATE N 0 4'4' 2' 1/4" = 1'-0" 1 LEVEL 1 POWER PLAN WORK NOTES E8 PROVIDE SEPARATE BRANCH CIRCUIT FOR ELEVATOR CAB LIGHTS. PROVIDE A 30A2P-250V RATED NON-FUSED DISCONNECT SWITCH CAPABLE OF BEING LOCKED OUT FOR ELEVATOR CAB LIGHTS. PROVIDE ENGRAVED NAMEPLATE TO READ "ELEVATOR CAB". E10 PANEL FOR FUTURE KITCHEN. E11 REFER TO ELEVATOR MANUFACTURER INSTALLATION INSTRUCTIONS. PROVIDE ALL BOXES, RACEWAYS, AND WIRING REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE CONNECTION TO FIRE ALARM AS REQUIRED. PROVIDE CLASS J FUSES FOR DISCONNECT SWITCHES PROVIDED BY ELEVATOR MANUFACTURER. E12 PROVIDE CONNECTION TO TELEPHONE PER ELEVATOR MANUFACTURER INSTRUCTIONS. E15 PROVIDE RECEPTACLE IN ELEVATOR SHAFT FOR MAINTENANCE. COORDINATE EXACT LOCATION WITH ELEVATOR SUPPLIER. E17 PROVIDE WITH CAST METAL, LOCKABLE, IN-USE COVER. E19 FOR FUTURE SIGNAGE. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECT. 05/01/20 M VFD M VFD MM TOM 4 3 2 1 AC DE E9 LBA-1 ACU-1 EF-1 EF-2KEF-2 KEF-1 B LBA-19 WP/WR E14 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 0 : 2 1 : 5 5 A M E-302 ROOF POWER PLAN St a n l e y H o t e l C a r r i a g e H o u s e DAP 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS DKH BCER PROJECT 89319007 REVISION DATE N 0 4'4' 2' 1/4" = 1'-0" 1 ROOF POWER PLAN WORK NOTES E9 PROVIDE RECEPTACLE IN TOP OF ELEVATOR SHAFT FOR MAINTENANCE. COORDINATE EXACT LOCATION WITH ELEVATOR SUPPLIER. E14 INSTALL RECEPTACLE ON PARAPET WALL. COORDINATE EXACT LOCATION WITH MECHANICAL EQUIPMENT AND ARCHITECTURAL DETAILS. ENSURE RECEPTACLE IS WITHIN 25' OF ALL MECHANICAL EQUIPMENT INSTALLED ON ROOF. 05/01/20 RTS R P CO A XX SP XX F ABBREVIATIONS AND DESCRIPTIONS ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT FIRE ALARM LEGEND 4" FIRE ALARM FDC PA STANDPIPE DAS FIREMAIN DRY/AUTOMATIC SPRINKLER SP/AS FM SP AUTOMATIC SPRINKLERAS DIRECTION OF VIEW PICTURE DESIGNATION 4" EXIST. NEW DIA, D DIAMETER EL. C LC CI AP AFF CENTER LINE ELEVATION ABOVE FINISHED FLOOR ACCESS PANEL COMMON CAST IRON INVERT ELEVATIONI.E. NC NO NIC VITRIFIED CLAY PIPE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN TYPICAL EXISTING NEW RELOCATED (N) (R) (E) TYP VCP VENT THROUGH ROOFVTR FIRE DEPT. CONNECTION DSP DRY/STANDPIPE CLEAN AGENTCA WATERMISTWM CO D RM HORN FIRE ALARM PULL STATION MINI HORN CARBON MONOXIDE DETECTOR ABORT SWITCH MAGNETIC DOOR HOLDER FIRE SMOKE DAMPER MONITOR MODULE CONTROL MODULE RELEASE MODULE FIRE ALARM ANNUNCIATORDUCT DETECTOR FIRE ALARM CONTROL PANELR/F R/C RATE COMPENSATION F FIXED TEMPERATURE - - - C COMBINATION SMOKE/- I IONIZED- BT BEAM TRANSMITTER- BR BEAM RECIEVER- ASD AIR SAMPLING- HEAT DETECTOR SMOKE DETECTOR PREACTION AUTOMATIC SPRINKLER COMBINATION STANDPIPE/ AUTOMATIC SPRINKLER DELUGE AUTOMATIC SPRINKLER FIRE STANDPIPE DESIGNATIO N FIRE SPRINKLER RISER DESIGNATION LIGHT LINE WEIGHT FOR EQUIPMENT, PIPING, SYMBOLS, TEXT, ETC. INDICATES EXISTING CONDITIONS WITH NEW WORK SHOWN AS DARK DASHED INDICATES EXISTING TO BE REMOVED POINT OF CONNECTION NEW TO EXISTING CARBON MONOXIDE DETECTOR WITH AUDIBLE ALARM xxcd 15cd COMBINATION: RATE OF RISE AND FIXED TERMPERATURE FUTURE(F) P WP xxcd LHD 15cd S S - SUPPLY R - RETURN REMOTE TEST SWITCH ASFP ACCESS CONTROL PANELACP DACT GRAPHIC MAPGMAP ADDRESSABLE OUTPUT MODULEAOM WITH GUARDWG UNLESS NOTED OTHERWISEUNO WEATHER PROOFWP R RATE OF RISE ONLY- P PHOTOELECTRIC- HEAT DETECTOR WATER FLOW SWITCH PRESSURE SWITCH VALVE SUPERVISORY SWITCH LOW AIR PRESSURE ALARM VS WF PS AA HEAT DETECTOR - LINE TYPE (CABLE) STROBE WALL MOUNTED STROBE CEILING MOUNTED HORN/STROBE CEILING MOUNTED HORN/STROBE WALL MOUNTED WP DENOTES WEATHERPROOF SMOKE DETECTOR PHOTOELECTRIC WITH CARBON MONOXIDE DETECTION DIGITAL ALARM COMMUNICATOR TERMINAL AIR SAMPLING CONTROL DETECTION PANEL FAA FACP CM MM CO M FS WORK NOTE SYMBOLFA1 F-? 1 DRAWN ON THIS SHEET DIRECTION OF CUT SECTION DESIGNATION REVISION SYMBOL2 FINISHED FLOOR 80 " ( 6 ' - 8 " ) M I N I M U M 6" ( M I N . ) 96 " ( 8 ' ) M A X I M U M 90 " ( 7 ' - 6 " ) M I N I M U M STROBE LENS MUST BE ENTIRELY BETWEEN 80"- 96" AFF, AND NOT LESS THAN 6" FROM THE CEILING. VISIBLE AND COMBINATION AUDIBLE/VISIBLE DEVICES. AUDIBLE ONLY DEVICES 6" ( M I N . ) IF CEILING HEIGHT ALLOWS, AUDIBLE DEVICE SHALL HAVE ITS TOP NOT LESS THAN 90" AFF, BUT DEVICE SHALL BE AT LEAST 6" BELOW CEILING. TOP OF EQUIPMENT 48 " ( 4 ' - 0 " ) 64 " ( 5 ' - 4 " ) 78 " ( 6 ' - 6 " ) TOP OF PANEL FAA FACP FIRE DEPARTMENT PHONE JACK OPERATIONAL HANDLE OF MANUAL PULL STATION © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 1 P M FA-001 FIRE ALARM GENERAL INFORMATION St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 DENVER OFFICE COLORADO SPRINGS OFFICE 10807 NEW ALLEGIANCE DRIVE, SUITE 400 COLORADO SPRINGS, CO 80921 719.533.1112 5420 WARD ROAD, SUITE 200 ARVADA, CO 80002 303.422.7400 TAMPA OFFICE 12450 ROOSEVELT BLVD N., SUITE 305 ST. PETERSBURG, FL 33716 727.685.0458 MELBOURNE OFFICE 6555 N. WICKHAM ROAD, SUITE 104 MELBOURNE, FL 32940 321.241.4142 PROJECT ENGINEER PROJECT MANAGER CLAIRE MESTLER CMESTLER@BCER.COM 303.405.2866 PAUL MISKOWICZ PMISKOWICZ@BCER.COM 303.405.2902 CONTACT LIST DRAWING LIST - FIRE ALARM FA-001 FIRE ALARM GENERAL INFORMATION FA-002 FIRE ALARM SPECIFICATIONS FA-200 BASEMENT FIRE ALARM PLAN FA-201 LEVEL 1 FIRE ALARM PLAN 17. GRAPHIC MAPS SHALL BE ORIENTED CORRECTLY FOR THEIR INSTALLED LOCATION. 16. PROVIDE LABELS ON THE CEILING GRID, VISIBLE FROM THE FLOOR LEVEL, FOR ALL EQUIPMENT INSTALLED ABOVE THE CEILING, AS APPLICABLE. A "P-TOUCH" OR SIMILAR LABEL IS ACCEPTABLE WITH APPROVAL FROM THE OWNER. 15. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY AN APPROVED, UL LISTED SUPERVISING STATION IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. 14. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE W ITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERW ISE. 13. INSTALL CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OR QUARTER POINT OF CEILING TILES, WHERE APPLICABLE. 12. ADDRESSABLE CONTROL MODULES SHALL BE INSTALLED TO SHUT DOWN FIRE/SMOKE DAMPERS UPON FIRE ALARM SIGNAL. VERIFY LOCATION OF FIRE/SMOKE DAMPERS WITH MECHANICAL CONTRACTOR. 11. DOOR HOLD OPENS SHALL BE CONTROLLED VIA ADDRESSABLE OUTPUT MODULES. PROVIDE AUTOMATIC SMOKE DETECTION IN ACCORDANCE WITH NFPA 72 FOR DOOR HOLDER RELEASE. 10. DUCT SMOKE DETECTOR LOCATIONS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL DUCT SMOKE DETECTOR LOCATIONS AND PROVIDE THE NECESSARY INTERFACE TO SHUT DOWN THE FAN UNIT AND CLOSE ANY ASSOCIATED DAMPERS. REMOTE TEST SWITCHES AND INDICATORS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION. CONFIRM THE LOCATION WITH THE OWNER PRIOR TO INSTALLATION. 9. FIRE ALARM CONTRACTOR SHALL COORDINATE WITH APPROPRIATE VENDORS FOR SYSTEM INTERFACE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. COORDINATION SHALL INCLUDE BUT NOT BE LIMITED TO: MECHANICAL HVAC, ELECTRICAL, KITCHEN EQUIPMENT, AUTOMATIC SPRINKLER SYSTEMS AND ELEVATOR EQUIPMENT. 8. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN EQUIPMENT LIST PROVIDED IN EACH SECTION OF SPECIFICATION TO THE DESIGN ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND/OR CORE DRILL REQUIREMENTS. 6. FURNISH AND INSTALL A FULLY ADDRESSABLE AND ANALOG FIRE DETECTION AND ALARM SYSTEM WITH OCCUPANT NOTIFICATION THROUGHOUT. 5. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 4. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAS BEEN SELECTED AS THE BASIS FOR DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 3. THE MINIMUM REQUIRED NUMBER AND LOCATIONS OF NOTIFICATION APPLIANCES ARE SHOWN. CONTRACTOR SHALL ADD NOTIFICATION AS REQUIRED TO MEET AUDIBILITY REQUIREMENTS OF NFPA 72 AS REQUIRED BASED ON THE PERFORMANCE OF THE SELECTED EQUIPMENT. THE NUMBER AND LOCATION OF NOTIFICATION APPLIANCES SHALL NOT BE REDUCED. 2. THE COMBINED REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS ARE APPLICABLE TO THE DESIGN AND INSTALLATION OF THIS SYSTEM. 1. THE SUCCESSFUL CONTRACTOR WILL BE THE ENGINEER OF RECORD FOR THE DESIGN OF THE FIRE ALARM SYSTEM. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE SYSTEM MEETS ALL THE REQUIREMENTS OF NFPA, THE INTERNATIONAL BUILDING AND FIRE CODES AND THE AUTHORITY HAVING JURISDICTION. FIRE ALARM GENERAL NOTES NOT TO SCALE 1 TYPICAL DEVICE MOUNTING HEIGHTS AND LOCAL AMENDMENTS 2013 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2013 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2017 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE ADOPTED/ENFORCED CODES REQUIRED REVISION DATE THE STANLEY CARRIAGE HOUSE IS A NEW RESTAURANT BEING BUILT IN ESTES PARK, COLORADO. THE BUILDING IS APPROXIMATELY 9,400 SQUARE FEET, MIXED A-1 & A-2 OCCUPANCIES, TYPE V-B CONSTRUCTION AND WILL BE FULLY SPRINKLERED AS PART OF THIS PROJECT. THIS PHASE CONSISTS OF THE CORE AND SHELL. CONTRACTOR SHALL PROVIDE A FULLY FUNCTIONAL FIRE ALARM SYSTEM WITH OCCUPANT NOTIFICATION THROUGHOUT. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS. PROJECT NARRATIVE FIRE ALARM SPECIFICATIONS C. REMOTE STATUS AND ALARM INDICATORS: INSTALL NEAR EACH SMOKE DETECTOR AND EACH SPRINKLER WATER-FLOW SWITCH AND VALVE-TAMPER SWITCH THAT IS NOT READILY VISIBLE FROM NORMAL VIEW ING POSITION. D. AUDIBLE ALARM-INDICATING DEVICES: INSTALL NOT LESS THAN 6 INCHES (150 MM) BELOW THE CEILING. INSTALL BELLS AND HORNS ON FLUSH-MOUNTED BACK BOXES WITH THE DEVICE-OPERATING MECHANISM CONCEALED BEHIND A GRILLE. E. VISIBLE ALARM-INDICATING DEVICES: INSTALL ADJACENT TO EACH ALARM BELL OR ALARM HORN AND AT LEAST 6 INCHES (150 MM) BELOW THE CEILING. F. FACP: SURFACE MOUNT WITH TOPS OF CABINETS NOT MORE THAN 72 INCHES (1830 MM) ABOVE THE FINISHED FLOOR. WIRING INSTALLATION A. INSTALL WIRING IN ACCORDANCE WITH THE NEC. B. FIRE ALARM CIRCUITS AND EQUIPMENT CONTROL WIRING ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE INSTALLED IN A DEDICATED METAL RACEWAY SYSTEM. THIS SYSTEM SHALL NOT BE USED FOR ANY OTHER WIRE OR CABLE. C. SIGNALING LINE CIRCUITS: POWER-LIMITED FIRE ALARM CABLES MAY BE INSTALLED IN THE SAME CABLE OR RACEWAY AS SIGNALING LINE CIRCUITS. D. EXPOSED PATHWAYS SHALL BE INSTALLED IN CONDUIT. E. OPEN CABLING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND SHALL BE RUN PERPENDICULAR OR PARALLEL TO BUILDING STRUCTURAL MEMBERS. DIAGONAL ROUTING OF CABLE SHALL NOT BE CONSIDERED ACCEPTABLE AND SHALL CAUSE TO BE REMOVED AND REINSTALLED. F. OPEN CABLING SHALL BE ROUTED AWAY FROM OTHER BUILDING CABLING AND EQUIPMENT AND SHALL BE ROUTED TO AND FROM THE DEVICE IN A VERTICAL OR HORIZONTAL MANNER. MAINTAIN CABLING AT THE SAME LEVEL WHERE POSSIBLE, CABLING THAT IS NOT DROPPED VERTICALLY TO THE DEVICE OR ROUTED HORIZONTALLY STRAIGHT TO THE DEVICE SHALL NOT BE CONSIDERED ACCEPTABLE. CABLING THAT IS ROUTED THROUGH, OVER, UNDER OR AROUND OTHER EQUIPMENT, WHEN A STRAIGHT HORIZONTAL OR VERTICAL PATH IS AVAILABLE SHALL NOT BE CONSIDERED ACCEPTABLE AND SHALL CAUSE THE CABLE TO BE REMOVED AND BE REINSTALLED. G. OPEN CABLING SHALL BE SUPPORTED AT A MINIMUM OF EVERY 4 TO 6 FEET TO BUILDING STRUCTURAL MEMBERS UTILIZING METAL BRIDLE RINGS. CABLING THAT IS SECURED TO SPRINKLER PIPING, HVAC DUCTWORK, ELECTRICAL CONDUIT OR OTHER NON-STRUCTURAL BUILDING MEMBER SHALL NOT BE ACCEPTABLE AND SHALL CAUSE THE CABLE TO BE RE-INSTALLED AND RE-SUPPORTED IN A PROPER MANNER. GROUNDING A. GROUND THE FACP AND ASSOCIATED CIRCUITS; COMPLY WITH IEEE 1100. INSTALL A GROUND WIRE FROM MAIN SERVICE GROUND TO THE FACP. FIELD QUALITY CONTROL A. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST FIELD-ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING CONNECTIONS, AND TO ASSIST IN FIELD TESTING. REPORT RESULTS IN WRITING. B. TESTS SHALL BE WITNESSED BY AUTHORITIES HAVING JURISDICTION. C. FIRE ALARM SYSTEM WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND INSPECTIONS. D. COSTS FOR REINSPECTIONS FOR INCOMPLETE NONCOMPLIANT WILL BE CHARGED TO THE CONTRACTOR. SYSTEM. 9. ANNUNCIATE LOCAL AUDIBLE ALARM SIGNAL COMPLIANT WITH ANSI TEMPORAL FOUR. 10. TEST BUTTON SIMULATES AN ALARM CONDITION. NOTIFICATION APPLIANCES A. VISIBLE ALARM DEVICES: XENON STROBE LIGHTS LISTED UNDER UL 1971, WITH CLEAR OR NOMINAL WHITE POLYCARBONATE LENS MOUNTED ON AN ALUMINUM FACEPLATE. THE WORD "FIRE" IS ENGRAVED IN MINIMUM 1-INCH- (25-MM-) HIGH LETTERS ON THE LENS. 1. RATED LIGHT OUTPUT: AS DENOTED ON PLANS AND REQUIRED BY NFPA 72. a. 15/30/75/95/110 CD, SELECTABLE IN THE FIELD. b. 135/150/185 CD, SELECTABLE IN THE FIELD. 2. STROBE LEADS: FACTORY CONNECTED TO SCREW TERMINALS. 3. MOUNTING: WALL MOUNTED UNLESS OTHERWISE INDICATED. 4. FOR UNITS WITH GUARDS TO PREVENT PHYSICAL DAMAGE, LIGHT OUTPUT RATINGS SHALL BE DETERMINED WITH GUARDS IN PLACE. 5. FLASHING SHALL BE IN A TEMPORAL PATTERN, SYNCHRONIZED WITH OTHER UNITS. 6. STROBE LEADS: FACTORY CONNECTED TO SCREW TERMINALS. 7. MOUNTING FACEPLATE: FACTORY FINISHED, WHITE. SPRINKLER SYSTEM REMOTE INDICATORS A. REMOTE STATUS AND ALARM INDICATOR AND TEST STATIONS, WITH LED INDICATING LIGHTS. LIGHT IS CONNECTED TO FLASH WHEN THE ASSOCIATED DEVICE IS IN AN ALARM OR TROUBLE MODE. ELEVATORS A. ELEVATOR SHUT DOWN: HEAT DETECTOR OPERATION IN THE ELEVATOR MACHINE ROOM OR HOISTWAY SHUTS DOWN ELEVATOR POWER BY OPERATING A SHUNT TRIP IN A CIRCUIT BREAKER FEEDING THE ELEVATOR. HEAT DETECTOR ACTIVATION OPERATES BUILDING NOTIFICATION APPLIANCES AND ANNUNCIATOR. 1. HEAT DETECTORS SHALL BE LOCATED WITHIN TWO FEET OF EACH SPRINKLER IN THE SPACE AND SHALL HAVE A LOWER TEMPERATURE AND FASTER RTI AS COMPARED TO THE SPRINKLER. B. ELEVATOR RECALL: SMOKE DETECTORS AT THE FOLLOW ING LOCATIONS SHALL INITIATE AUTOMATIC ELEVATOR RECALL. 1. ELEVATOR RECALL SHALL BE INITIATED ONLY BY ONE OF THE FOLLOWING ALARM INITIATING DEVICES: a. ELEVATOR LOBBY DETECTORS. b. SMOKE DETECTOR IN ELEVATOR MACHINE ROOM. c. SMOKE DETECTORS IN ELEVATOR HOISTWAY. 2. ELEVATOR CONTROLLER SHALL BE PROGRAMMED TO MOVE THE CARS TO THE ALTERNATE RECALL FLOOR IF ELEVATOR LOBBY DETECTORS LOCATED ON THE DESIGNATED RECALL FLOORS ARE ACTIVATED. 3. WATERFLOW ALARM CONNECTED TO SPRINKLER IN AN ELEVATOR SHAFT AND ELEVATOR MACHINE ROOM SHALL SHUT DOWN ELEVATORS ASSOCIATED WITH THE LOCATION WITHOUT TIME DELAY. a. WATERFLOW SWITCH ASSOCIATED WITH THE SPRINKLER IN THE ELEVATOR PIT MAY HAVE A DELAY TO ALLOW ELEVATORS TO MOVE TO THE DESIGNATED FLOOR. WIRE AND CABLE A. WIRE AND CABLE FOR FIRE ALARM SYSTEMS SHALL BE UL LISTED AND LABELED AS COMPLYING WITH NFPA 70, ARTICLE 760. B. SIGNALING LINE CIRCUITS: TWISTED, SHIELDED PAIR, SIZE AS RECOMMENDED BY SYSTEM MANUFACTURER. C. NON-POWER-LIMITED CIRCUITS: SOLID-COPPER CONDUCTORS WITH 600-V RATED, 75 DEG C, COLOR-CODED INSULATION, SIZE AS RECOMMENDED BY THE MANUFACTURER. EXECUTION A. SMOKE DETECTOR SPACING: 1. SPACING OF SMOKE DETECTORS SHALL BE DETERMINED BASED ON REQUIREMENTS IN NFPA 72. B. HVAC: LOCATE DETECTORS NOT CLOSER THAN 3 FEET (1 M) FROM AIR-SUPPLY DIFFUSER OR RETURN-AIR OPENING. SYSTEM SMOKE DETECTORS A. GENERAL DESCRIPTION: 1. UL 268 LISTED, OPERATING AT 24-V DC, NOMINAL. 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. 3. SELF-RESTORING: DETECTORS DO NOT REQUIRE RESETTING OR READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL OPERATION. 4. INTEGRAL VISUAL-INDICATING LIGHT: LED TYPE. INDICATING DETECTOR HAS OPERATED AND POWER-ON STATUS. B. PHOTOELECTRIC SMOKE DETECTORS: 1. SENSOR: LED OR INFRARED LIGHT SOURCE WITH MATCHING SILICON-CELL RECEIVER. 2. DETECTOR SENSITIVITY: BETWEEN 2.5 AND 3.5 PERCENT/FOOT (0.008 AND 0.011 PERCENT/MM) SMOKE OBSCURATION WHEN TESTED ACCORDING TO UL 268A. DUCT SMOKE DETECTORS: A. GENERAL DESCRIPTION: 1. UL 268A LISTED, OPERATING AT 24-V DC, NOMINAL. 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. 3. SELF-RESTORING: DETECTORS SHALL NOT REQUIRE RESETTING OR READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL OPERATION. 4. INTEGRAL VISUAL-INDICATING LIGHT: LED TYPE. INDICATING DETECTOR HAS OPERATED AND POWER-ON STATUS. PROVIDE REMOTE STATUS AND ALARM INDICATOR AND TEST STATION WHERE INDICATED. 5. REMOTE CONTROL: UNLESS OTHERWISE INDICATED, DETECTORS SHALL BE ANALOG-ADDRESSABLE TYPE, INDIVIDUALLY MONITORED AT THE FACP FOR CALIBRATION, SENSITIVITY, AND ALARM CONDITION, AND INDIVIDUALLY ADJUSTABLE FOR SENSITIVITY FROM THE FACP. 6. EACH SENSOR SHALL HAVE MULTIPLE LEVELS OF DETECTION SENSITIVITY. 7. SAMPLING TUBES: DESIGN AND DIMENSIONS AS RECOMMENDED BY MANUFACTURER FOR THE SPECIFIC DUCT SIZE, AIR VELOCITY, AND INSTALLATION CONDITIONS WHERE APPLIED. 8. RELAY FAN SHUTDOWN: RATED TO INTERRUPT FAN MOTOR-CONTROL CIRCUIT. HEAT DETECTORS A. GENERAL DESCRIPTION: 1. UL 521 LISTED. 2. COMBINATION TYPE: ACTUATED BY EITHER A FIXED TEMPERATURE OF 135 DEG F (57 DEG C) OR RATE-OF-RISE OF TEMPERATURE THAT EXCEEDS 15 DEG F (8 DEG C) PER MINUTE, UNLESS OTHERWISE INDICATED. 3. HEAT DETECTOR, FIXED-TEMPERATURE TYPE: ACTUATED BY TEMPERATURE THAT EXCEEDS A FIXED TEMPERATURE OF 190 DEG F (88 DEG C). 4. MOUNTING: TWIST-LOCK BASE INTERCHANGEABLE WITH SMOKE DETECTOR BASES. 5. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. CARBON MONOXIDE DETECTORS 1.2 CARBON MONOXIDE DETECTORS A. GENERAL: 1. CARBON MONOXIDE DETECTOR LISTED FOR CONNECTION TO FIRE ALARM SYSTEM. 2. MOUNTING: ADAPTER PLATE FOR OUTLET BOX MOUNTING. 3. TESTABLE BY INTRODUCING TEST CARBON MONOXIDE INTO THE SENSING CELL. 4. DETECTOR SHALL PROVIDE ALARM CONTACTS AND TROUBLE CONTACTS. 5. DETECTOR SHALL SEND TROUBLE ALARM WHEN NEARING END-OF-LIFE, POWER SUPPLY PROBLEMS, OR INTERNAL FAULTS. 6. COMPLY WITH UL 2075. 7. LOCATE, MOUNT, AND WIRE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. PROVIDE MEANS FOR ADDRESSABLE CONNECTION TO FIRE ALARM SECTION 28 46 21 - FIRE DETECTION AND ALARM GENERAL REQUIREMENTS A. SEE ARCHITECTURAL SPECIFICATION AND DRAWINGS FOR GENERAL CONDITIONS. B. PROVIDE ALL ITEMS REQUIRED FOR COMPLETE AND SUCCESSFUL OPERATION OF THE FIRE ALARM SYSTEM. C. DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE OWNER. D. THE SUCCESSFUL CONTRACTOR WILL BE THE ENGINEER OF RECORD FOR THE DESIGN OF THE SYSTEM. THE DESIGN AND ENGINEERING OF THE FIRE ALARM SYSTEM SHALL BE BY THE FIRE ALARM CONTRACTOR SIGNED BY A NICET IV OR PE REGISTERED IN THE STATE OF COLORADO. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE SYSTEM MEETS ALL THE REQUIREMENTS OF APPLICABLE NFPA AND THE LOCAL AUTHORITY HAVING JURISDICTION. NO WORK SHALL BE INSTALLED WITHOUT APPROVED DRAWINGS. 1. PRODUCT DATA AND SHOP DRAWING SUBMITTALS SHALL BE SUBMITTED IN CONJUNCTION WITH ONE ANOTHER. SUBMITTALS THAT ARE RECEIVED INDIVIDUALLY WILL BE RETURNED WITHOUT REVIEW UNTIL BOTH ARE RECEIVED. 2. SHOP DRAWINGS SHALL BE SIGNED BY LEVEL IV NICET TECHNICIAN OR SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO AT THE TIME OF SUBMITTAL. E. REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED.SYSTEM DESCRIPTION F. INSTALLING PERSONNEL SHALL BE TRAINED AND CERTIFIED BY MANUFACTURER FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT AND SHALL BE CERTIFIED BY NICET AS FIRE ALARM LEVEL II. WORK OF THIS SECTION SHALL BE PERFORMED BY A UL LISTED COMPANY. G. RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A MARK-UP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. TURN OVER DRAWINGS TO OWNER/ARCHITECT UPON PROJECT COMPLETION. H. ALL MATERIALS SHALL BE NEW AND UL LISTED. FIRE ALARM CONTROL PANEL A. MODULAR, POWER-LIMITED DESIGN WITH ELECTRONIC MODULES, UL 864 LISTED. B. ADDRESSABLE INITIATION DEVICES THAT COMMUNICATE DEVICE IDENTITY AND STATUS. CIRCUITS A. SIGNALING LINE & NOTIFICATION APPLIANCE CIRCUITS: NFPA 72, CLASS B. B. TRANSMISSION TO REMOTE ALARM RECEIVING STATION: AUTOMATICALLY TRANSMIT ALARM, TROUBLE, AND SUPERVISORY SIGNALS TO A REMOTE ALARM STATION THROUGH A DIGITAL ALARM COMMUNICATOR TRANSMITTER AND TELEPHONE LINES. C. PRIMARY POWER: 24-V DC OBTAINED FROM 120-V AC SERVICE AND A POWER-SUPPLY MODULE. INITIATING DEVICES, NOTIFICATION APPLIANCES, SIGNALING LINES, TROUBLE SIGNAL, SUPERVISORY AND DIGITAL ALARM COMMUNICATOR TRANSMITTER SHALL BE POWERED BY THE 24-V DC SOURCE. D. SECONDARY POWER: 24-V DC SUPPLY SYSTEM WITH BATTERIES AND AUTOMATIC BATTERY CHARGER AND AN AUTOMATIC TRANSFER SWITCH. E. INSTALL SURGE PROTECTION ON NORMAL AC POWER FOR THE FACP AND ITS ACCESSORIES. INSTALL SURGE PROTECTORS RECOMMENDED BY FACP MANUFACTURER. INSTALL ON ALL SYSTEM WIRING EXTERNAL TO THE BUILDING HOUSING THE FACP. MANUAL FIRE ALARM BOXES A. GENERAL DESCRIPTION: 1. UL 38 LISTED; FINISHED IN RED WITH MOLDED, RAISED-LETTER OPERATING INSTRUCTIONS IN CONTRASTING COLOR. 2. STATION SHALL SHOW VISIBLE INDICATION OF OPERATION. 3. MOUNTED ON RECESSED OUTLET BOX; IF INDICATED AS SURFACE MOUNTED, PROVIDE MANUFACTURER'S SURFACE BACK BOX. 4. SINGLE ACTION MECHANISM, PULL-LEVER TYPE WITH INTEGRAL ADDRESSABLE MODULE, ARRANGED TO COMMUNICATE MANUAL-STATION STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. 5. STATION RESET - KEY OR WRENCH OPERATED SWITCH. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 1 P M FA-002 FIRE ALARM SPECIFICATIONS St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 REVISION DATE CO MM CM WFVS 4 3 2 1 AC DE THEATER B02 PLATFORM B02B B.O.H. B02A SHOP/BAR B03 LOBBY B01 TI STORAGE B08 ELECTRICAL B07 MECH ROOM B06 JANITOR B01A MEN'S RESTROOM B04 WOMEN'S RESTROOM B05 FA5 FA8 75cd 15cd 30cd 30cd 30cd 30cd 15cd FA4 FA3 B DOAS-1 FA6 75cd MECH CONDENSER ROOM B07A BOH HALL B01B 75cd TI STORAGE B08 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 2 P M FA-200 BASEMENT FIRE ALARM PLAN St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 REVISION DATE 3. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED. 2. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT NECESSARILY REPRESENT ALL OF THE COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONAL AND CODE COMPLIANT FIRE ALARM SYSTEM. 1. COORDINAT ALL DEVICE AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DOCUMENTS. GENERAL NOTES N 0 4'4' 2' 1/4" = 1'-0" 1 BASEMENT FIRE ALARM PLAN WORK NOTES FA3 PROVIDE FIRE ALARM INTERFACE WITH FIRE SPRINKLER SYSTEM. COORDINATE QUANTITY AND LOCATIONS OF WATER FLOW AND VALVE SUPERVISION DEVICES WITH FIRE SPRINKLER CONTRACTOR. FA4 INSTALL CARBON MONOXIDE DETECTOR. QUANTITY AND LOCATION TO BE IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. DETECTOR SHALL HAVE CAPABILITY TO ANNUNCIATE A LOCAL AUDIBLE ALARM SIGNAL COMPLIANT WITH ANSI TEMPORAL FOUR. DETECTOR SHALL SHUT DOWN ASSOCIATED FUEL BURNING APPLIANCE. COORDINATE LOCATIONS WITH MECHANICAL EQUIPMENT AND DUCT LOCATIONS. FA5 PROVIDE DETECTION IN ELEVATOR SHAFT AND ELEVATOR MACHINE ROOM AS REQUIRED. COORDINATE WITH FIRE SPRINKLER CONTRACTOR AND THE REQUIREMENTS OF NFPA 72. HEAT DETECTORS SHALL BE INSTALLED WITHIN 24” OF EACH SPRINKLER HEAD AND SHALL HAVE A LOWER TEMPERATURE AND FASTER RTI AS COMPARED TO THE SPRINKLER. FA6 PROVIDE FIRE ALARM INTERFACE TO ELEVATOR CONTROLLER TO PROVIDE PRIMARY RECALL, SECONDARY RECALL, INITIATE FLASHING HAT (AS REQUIRED), SHUNT TRIP AND SUPERVISION OF SHUNT TRIP POWER. COORDINATE LOCATION OF FIRE ALARM EQUIPMENT AND ELEVATOR CONTROLLER. FA8 PROVIDE NEW DUCT SMOKE DETECTION. COORDINATE LOCATION AND QUANTITY OF DETECTORS WITH MECHANICAL DUCTWORK AND MECHANICAL CONTRACTOR. COORDINATE REMOTE TEST SWITCH LOCATION WITH OWNER. FA9 LOCATION OF CHASE TO BE USED TO RUN FIRE ALARM BETWEEN FLOORS. COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS FOR INSTALLATION/SPACE CONSTRAINTS. FA C P GM A P P MM MM 4 3 2 1 AC DE FA1 FA9 FA5 FA2 FA2 95cd 95cd 30cd 15cd 75cd WP FA7 B 75cd © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 3 P M FA-201 LEVEL 1 FIRE ALARM PLAN St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 REVISION DATE 3. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED. 2. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT NECESSARILY REPRESENT ALL OF THE COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONAL AND CODE COMPLIANT FIRE ALARM SYSTEM. 1. COORDINAT ALL DEVICE AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DOCUMENTS. GENERAL NOTES N 0 4'4' 2' 1/4" = 1'-0" 1 LEVEL 1 FIRE ALARM PLAN WORK NOTES FA1 PROVIDE A NEW FIRE ALARM CONTROL PANEL, GRAPHIC MAP AND RECORD DOCUMENT BOX. COORDINATE FINAL LOCATION WITH THE OWNER, ARCHITECT AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. FA2 INTERFACE FIRE ALARM SYSTEM WITH KITCHEN HOOD SUPPRESSION SYSTEM. COORDINATE LOCATION AND QUANTITY OF HOODS WITH KITCHEN CONTRACTOR. FA5 PROVIDE DETECTION IN ELEVATOR SHAFT AND ELEVATOR MACHINE ROOM AS REQUIRED. COORDINATE WITH FIRE SPRINKLER CONTRACTOR AND THE REQUIREMENTS OF NFPA 72. HEAT DETECTORS SHALL BE INSTALLED WITHIN 24” OF EACH SPRINKLER HEAD AND SHALL HAVE A LOWER TEMPERATURE AND FASTER RTI AS COMPARED TO THE SPRINKLER. FA7 PROVIDE WEATHERPROOF HORN/STROBE ABOVE FDC. COORDINATE FINAL LOCATION WITH FIRE SPRINKLER CONTRACTOR AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. FA9 LOCATION OF CHASE TO BE USED TO RUN FIRE ALARM BETWEEN FLOORS. COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS FOR INSTALLATION/SPACE CONSTRAINTS. WF PS AA VS A RP XX SP XX F ABBREVIATIONS AND DESCRIPTIONS ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT FIRE SPRINKLER LEGEND 4" FIRE PROTECTION VALVES AND FITTINGS FIRE SPRINKLERS FDC PA STANDPIPE DAS FIREMAIN DRY/AUTOMATIC SPRINKLER SP/AS FM SP AUTOMATIC SPRINKLERAS TEE DOWN ELBOW DOWN TEE UP BRANCH-BOTTOM CONNECTION BRANCH-TOP CONNECTION RISE OR DROP ELBOW UP UNION PIPE CAP OR PLUG PIPE GUIDE PIPE ANCHOR STRAINER FLEXIBLE CONNECTION STRAINER W/BLOWOFF VALVE EXPANSION JOINT BACKFLOW PREVENTER VENTURI PRESSURE REDUCING VALVE GLOBE VALVE CHECK VALVE BALL VALVE SOLENOID VALVE MANUAL AIR VENT DIRECTION OF VIEW PICTURE DESIGNATION 4" EXIST. NEW DIA, D DIAMETER EL. C LC CI AP AFF CENTER LINE ELEVATION ABOVE FINISHED FLOOR ACCESS PANEL COMMON CAST IRON INVERT ELEVATIONI.E. NC NO NIC VITRIFIED CLAY PIPE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN TYPICAL EXISTING NEW RELOCATED (N) (R) (E) TYP VCP VENT THROUGH ROOFVTR FIRE DEPARTMENT CONNECTION DSP DRY/STANDPIPE CLEAN AGENTCA WATERMISTWM D PREACTION AUTOMATIC SPRINKLER COMBINATION STANDPIPE/ AUTOMATIC SPRINKLER DELUGE AUTOMATIC SPRINKLER FIRE STANDPIPE DESIGNATION FIRE SPRINKLER RISER DESIGNATION LIGHT LINE WEIGHT FOR EQUIPMENT, PIPING, SYMBOLS, TEXT, ETC. INDICATES EXISTING CONDITIONS WITH NEW WORK SHOWN AS DARK DASHED INDICATES EXISTING TO BE REMOVED POINT OF CONNECTION NEW TO EXISTING TEMPERATURE/PRESSURE RELIEF VALVE PRESSURE GAUGE WITH GAUGE COCK HOSE END BALL VALVE WITH VACUUM BREAKER FIRE HOSE VALVE CABINET (SURFACE MOUNTED) BACKFLOW PREVENTER (REDUCED PRESSURE) FIRE HOSE VALVE CABINET (RECESSED) BUTTERFLY VALVE W/TAMPER SWITCHFREE STANDING FIRE DEPARTMENT CONNECTION MAIN DRAIN ASSEMBLY FIRE DEPARTMENT CONNECTION WATER FLOW SWITCH ANGLE VALVE DRY PIPE VALVE PRESSURE SWITCH PREACTION VALVE POST INDICATOR VALVE FIRE HOSE RACK FUTURE(F) VALVE SUPERVISORY SWITCH FIRE HYDRANT WITH GUARDWG UNLESS NOTED OTHERWISEUNO WEATHER PROOFWP DRY UPRIGHT SPRINKLER UPRIGHT SPRINKLER DRY PENDENT SPRINKLER PENDENT SPRINKLER SPRINKLER WITH GUARD DRY SPRINKLER WITH GUARD HORIZONTAL SIDEWALL SPRINKLER OUTSIDE SPRINKLER DRY OUTSIDE SPRINKLER WATER SPRAY NOZZLE - DELUGE WATER WASH WINDOW SPRINKLER DRY SIDEWALL SPRINKLER C CONCEALED- R RECESSED- FIRE HOSE VALVE LIGHT HAZARD 0.10 GPM/1500 SQ. FT. SPRINKLER DENSITY ORDINARY HAZARD G1 0.15 GPM/1500 SQ. FT. NOTE: "EC" DENOTES EXTENDED COVERAGE SPRINKLER DELUGE VALVE LOW AIR SUPERVISORY SWITCH PRESSURE ALARM GATE VALVE IN VERTICAL WITH TAMPER SWITCH NON-INDICATING VALVE (NON-RISING STEM) T T T T T TT WORK NOTE SYMBOLFP1 REVISION SYMBOL2 F-? 1 DRAWN ON THIS SHEET DIRECTION OF CUT SECTION DESIGNATION CORE DRILL WALL. INSTALL STEEL SLEEVE 2" O.D. LARGER THAN FIRE SERVICE SIZE; FULLY GROUT STEEL SLEEVE INTO WALL ANCHOR ROD PIPE CLAMP OR FLANGE - THRUST RESTRAINT CONCRETE INSERT FOUNDATION WALL MECHANICAL LINK SEAL AS MANUFACTURED BY "THUNDERLINE CORP", OR EQUAL FIRE SERVICE ENTRY PIPE; SEE PLANS FOR SIZE MAINTAIN MINIMUM 5'-0" COVER FOR FREEZE PROTECTION GRADE BRING PIPE INTO BUILDING 1'-0" AND PROVIDE BLIND FLANGE © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 2 2 / 2 0 2 0 8 : 1 5 : 5 1 A M FP-001 FIRE PROTECTION GENERAL INFORMATION St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 THE STANLEY CARRIAGE HOUSE IS A NEW RESTAURANT BEING BUILT IN ESTES PARK, COLORADO. THE BUILDING IS APPROXIMATELY 9,400 SQUARE FEET, MIXED A-1 & A-2 OCCUPANCIES, TYPE V-B CONSTRUCTION AND WILL BE FULLY SPRINKLERED AS PART OF THIS PROJECT. THIS PHASE CONSISTS OF THE CORE AND SHELL. CONTRACTOR SHALL PROVIDE A NEW AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. THE NEW SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS. PROJECT NARRATIVE DENVER OFFICE COLORADO SPRINGS OFFICE 10807 NEW ALLEGIANCE DRIVE, SUITE 400 COLORADO SPRINGS, CO 80921 719.533.1112 5420 WARD ROAD, SUITE 200 ARVADA, CO 80002 303.422.7400 TAMPA OFFICE 12450 ROOSEVELT BLVD N., SUITE 305 ST. PETERSBURG, FL 33716 727.685.0458 MELBOURNE OFFICE 6555 N. WICKHAM ROAD, SUITE 104 MELBOURNE, FL 32940 321.241.4142 PROJECT ENGINEER PROJECT MANAGER CLAIRE MESTLER CMESTLER@BCER.COM 303.405.2866 PAUL MISKOWICZ PMISKOWICZ@BCER.COM 303.405.2902 CONTACT LIST DRAWING LIST - FIRE PROTECTION FP-001 FIRE PROTECTION GENERAL INFORMATION FP-002 FIRE PROTECTION SPECIFICATIONS FP-200 BASEMENT FIRE PROTECTION PLAN FP-201 LEVEL 1 FIRE PROTECTION PLAN B. MECHANICAL AND STORAGE AREAS, KITCHEN. 2. ORDINARY HAZARD OCCUPANCIES - GROUP 1 - 0.15 GPM/S.F. OVER A REMOTE AREA OF 1500 SQUARE FEET. A. OFFICES, SEATING AREAS, RESTROOMS. 1. LIGHT HAZARD OCCUPANCIES - 0.10 GPM/S.F. OVER A REMOTE AREA OF 1500 SQUARE FEET. COVERAGE REQUIREMENTS MINIMUM FIRE SPRINKLER 16. FIRE SPRINKLER SHOP DRAWINGS SHALL PROVIDE DIMENSIONALLY LOCATED PIPE MAINS AND BRANCH LINES TO FACILITIES STRUCTURE SUCH AS COLUMN LINES, WALLS, RECOGNIZED BENCH MARKS, ETC. 15. FIRE SPRINKLER SHOP DRAWINGS SHALL LOCATE AND DESCRIBE GUIDES, ANCHORS AND HANGERS FOR ALL PIPING. FIRE SPRINKLER SHOP DRAWINGS TO PROVIDE PROTECTION FOR UNDERNEATH DUCTWORK AND OTHER OBSTRUCTIONS AS NEEDED. 14. PROVIDE TAMPER VALVES, WATERFLOW SWITCHES, AND PRESSURE GAUGES FOR EACH FIRE SPRINKLER ZONE. COORDINATE CONNECTION OF SUPERVISORY SWITCHES, WATERFLOW SWITCHES AND ASSOCIATED WIRING WITH FIRE ALARM CONTRACTOR. 13. SPRINKLER CONTRACTOR TO COORDINATE SPRINKLER HEAD FINISHES WITH ARCHITECT AND OWNER PRIOR TO THE PURCHASE AND INSTALLATION OF SPRINKLERS. 12. INSTALL SPRINKLERS IN THE CENTER OR QUARTER POINT OF CEILING TILES, WHERE APPLICABLE. 11. SPRINKLERS SHALL BE SPACED PER NFPA 13 REGARDING OBSTRUCTIONS, BEAM POCKETS, HVAC DUCTWORK, PENETRATIONS AND ANY OTHER CLEARANCE RELATED ITEMS. CONTRACTOR SHALL VERIFY ALL SPACING AND OBSTRUCTIONS PRIOR TO INSTALLATION. 10. THE FIRE SPRINKLER CONTRACTOR/ENGINEER OF RECORD SHALL SECURE THE SITE FLOW TEST INFORMATION AND DOCUMENTATION FROM THE LOCAL WATER DEPARTMENT PRIOR TO THE DESIGN OF THE FIRE SPRINKLER SYSTEM. THE WATER FLOW TEST SHALL BE NO OLDER THAN ONE YEAR FROM THE DATE OF SYSTEM INSTALLATION. 9. FIRE SUPPRESSION SYSTEM TO BE HYDRAULICALLY CALCULATED BASED ON NFPA 13, WITH A SAFETY FACTOR OF 10% UP TO 10 PSI OF THE WATER SUPPLY CURVE. 8. PROVIDE ALL FITTINGS, RISER NIPPLES, ARM-OVERS, HANGERS, ETC. TO MAINTAIN CONFORMANCE WITH APPLICABLE STANDARDS AND TO POSITION THE SPRINKLER HEADS IN THE PROPER LOCATIONS. 7. SEAL ALL PENETRATIONS THROUGH FIRE-RESISTANCE RATED WALLS, CEILINGS AND FLOORS WITH UL LISTED ASSEMBLIES AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE FIRE-RESISTANCE RATING. 6. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW EQUIPMENT AND PIPING WITH ALL OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND SYSTEM INSTALLATION, SO AS NOT TO INTERFERE WITH THE ROUTING OF NEW DUCTWORK, PLUMBING, PIPING, ETC. CONTRACTOR SHALL REVIEW ALL PROJECT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ARCHITECTURAL, ELECTRICAL, MECHANICAL, STRUCTURAL, SITE/CIVIL DOCUMENTS FOR THE COORDINATION OF THE SPRINKLER SYSTEM DESIGN AND INSTALLATION 5. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF THE SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR THE COORDINATION OF ALL WORK, THE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 4. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAS BEEN SELECTED AS THE BASIS FOR DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 3. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF A COMPLETE AND PROPERLY FUNCTIONING FIRE SPRINKLER SYSTEM. 2. THE COMBINED REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS ARE APPLICABLE TO THE DESIGN AND INSTALLATION OF THIS SYSTEM. 1. THE SUCCESSFUL CONTRACTOR WILL BE THE ENGINEER OF RECORD FOR THE DESIGN AND INSTALLATION OF THE FIRE SPRINKLER SYSTEM. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE SYSTEM MEET ALL THE REQUIREMENTS OF NFPA, THE INTERNATIONAL BUILDING AND FIRE CODES, AND THE AUTHORITY HAVING JURISDICTION. FIRE SPRINKLER GENERAL NOTES AND LOCAL AMENDMENTS 2013 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2013 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2017 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE ADOPTED/ENFORCED CODES REQUIRED REVISION DATE AS1-2 2020.05.22 NOT TO SCALE 1 FIRE SERVICE PENETRATION DETAIL ASI-2 FIRE PROTECTION SPECIFICATIONS FIELD QUALITY CONTROL A. THE FIRE SPRINKLER SYSTEM SHALL NOT BE CONNECTED TO UNDERGROUND PIPING UNTIL THE FIRE SERVICE MAIN IS TESTED AND APPROVED. B. THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT AND BEAR THE COSTS OF ALL NECESSARY TESTS OF THE FIRE PROTECTION WORK, FURNISH ALL LABOR, POWER AND EQUIPMENT. ALL PIPING SHALL BE TESTED WITH WATER AS REQUIRED, THE TESTS WITNESSED BY THE AUTHORITY HAVING JURISDICTION. C. THE FIRE PROTECTION PIPING SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF NOT LESS THAN 200 PSIG, FOR A DURATION OF NOT LESS THAN TWO (2) HOURS. D. REPLACE PIPING SYSTEM COMPONENTS WHICH DO NOT PASS THE TEST PROCEDURES SPECIFIED, AND RETEST REPAIRED PORTION OF THE SYSTEM AT FIRE PROTECTION CONTRACTOR'S EXPENSE. E. ALL PIPING TESTS (PNEUMATIC AND HYDROSTATIC) SHALL BE CONDUCTED PRIOR TO THE APPLICATION OF ANY PAINTING MATERIALS. THIS WILL PREVENT HIDDEN LEAKS AND/OR REPAINTING OF REPAIRED/ALTERED PIPING. F. WATER DAMAGE - THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE WORK OF OTHERS, TO BUILDING AND PROPERTY/MATERIALS OF OTHERS CAUSED BY LEAKS IN AUTOMATIC SPRINKLER EQUIPMENT, UNPLUGGED OR DISCONNECTED PIPES OR FITTINGS, AND SHALL PAY FOR NECESSARY REPLACEMENT OR REPAIR OF WORK OR ITEMS SO DAMAGED DURING THE INSTALLATION AND TESTING PERIODS OF THE AUTOMATIC SPRINKLER WORK. SYSTEM TESTS A. HYDROSTATICALLY TEST ALL SYSTEMS, BASED UPON REQUIREMENTS SET FORTH IN NFPA 13. B. TESTS SHALL BE WITNESSED BY AUTHORITIES HAVING JURISDICTION. C. COSTS FOR RE-INSPECTIONS FOR INCOMPLETE NON-COMPLYING SYSTEMS WILL BE CHARGED TO THE CONTRACTOR. B. FLANGES: CLASS 175 FORGED STEEL SLIP-ON FLANGES FOR FERROUS PIPING. C. MECHANICAL GROOVED COUPLINGS: MALLEABLE IRON HOUSING CLAMPS TO ENGAGE AND LOCK, DESIGNED TO PERMIT SOME ANGULAR DEFLECTION, CONTRACTION, AND EXPANSION; “C” SHAPED COMPOSITION SEALING GASKET, STEEL BOLTS, NUTS, AND WASHERS. FIRE DEPARTMENT CONNECTIONS A. FIRE DEPARTMENT CONNECTIONS INCLUDING LOCATION SHALL MEET THE APPROVAL OF THE FIRE DEPARTMENT HAVING JURISDICTION. EXECUTION A. INSTALLATION - PIPE 1. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 2 INCH DIAMETER. 2. MECHANICAL GROOVED JOINTS MAY BE USED INSTEAD OF THREADED OR WELDED JOINTS AT ACCESSIBLE LOCATIONS. 3. DIE CUT SCREW JOINTS WITH FULL CUT STANDARD TAPER PIPE THREADS WITH RED LEAD AND LINSEED OIL OR OTHER NON-TOXIC JOINT COMPOUND APPLIED TO MALE THREADS ONLY. 4. COAT THREADED ENDS WITH PIPE LUBRICANT COMPOUND. 5. DO NOT PENETRATE BUILDING STRUCTURAL MEMBERS UNLESS INDICATED OR APPROVED BY THE PROJECT STRUCTURAL ENGINEER OR THE ARCHITECT. 6. PLACE PIPE RUNS TO MINIMIZE OBSTRUCTION TO THE W ORK OF OTHER TRADES. 7. PLACE PIPING ABOVE SUSPENDED CEILINGS. 8. CENTER HEADS IN ONE (1) DIRECTION IN CEILING TILES. DO NOT CUT SUSPENDED CEILING SUPPORT ANGLES. 9. PROVIDE AUXILIARY DRAINS FOR ALL TRAPPED SECTIONS OF SPRINKLER PIPING. 10. PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13. B. INSTALLATION - VALVES 1. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED. 2. PROVIDE BALL VALVES FOR SHUTOFF OR ISOLATING SERVICE. SPRINKLER HEAD INSTALLATIONS A. ANY SPRINKLERS WITH ANY PAINT ON THEM, AS A RESULT OF THE PAINTING OF THE SPRINKLER PIPING, SHALL BE REPLACED. THE SPRINKLER SYSTEM SHALL THEN BE HYDROSTATICALLY TESTED AGAIN AT THE CONTRACTOR'S EXPENSE. B. SPRINKLER HEADS SHALL BE POSITIONED SO AS TO COMPLY WITH NFPA 13 FOR ANY OBSTRUCTIONS. C. PROTECT SPRINKLER HEADS AGAINST MECHANICAL INJURY WITH STANDARD GUARDS. D. PROVIDE HEADS IN "POCKETED" AREAS CAUSED BY EXPOSED DUCT, PIPING OR BEAMS. E. INSTALL SPRINKLER PIPING IN A MANNER SUCH THAT MECHANICAL EQUIPMENT, CEILING TILES OR LIGHTS CAN BE ACCESSED AND EASILY REMOVED. F. MINIMUM FIRE SPRINKLER HEAD TEMPERATURE RATING FOR SPRINKLERS IN ELECTRICAL ROOMS SHALL BE 212 DEGREE F. KEEP SPRINKLERS AS FAR FROM TRANSFORMERS AND/OR PANELS AS SPACING ALLOWS. CLEANING A. FLUSH NEW SPRINKLER PIPING SYSTEMS OF FOREIGN MATTER. SUBMIT CONTRACTOR VERIFICATION FORM FOR ABOVE GROUND SPRINKLER PIPING SYSTEMS PER NFPA 13. SECTION 21 05 00 - FIRE PROTECTION GENERAL REQUIREMENTS A. SEE ARCHITECTURAL SPECIFICATION AND DRAWINGS FOR GENERAL CONDITIONS. B. THIS SECTION OUTLINES THE GENERAL, BUT NOT SPECIFIC, SCOPE OF THE PROJECT'S FIRE PROTECTION SYSTEM. C. PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL FIRE PROTECTION SYSTEMS. D. THE SUCCESSFUL CONTRACTOR WILL BE THE ENGINEER OF RECORD FOR THE DESIGN OF THE SYSTEM. THE DESIGN AND ENGINEERING OF THE FIRE PROTECTION SYSTEM SHALL BE BY THE FIRE PROTECTION CONTRACTOR. E. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE SYSTEM MEET ALL THE REQUIREMENTS OF APPLICABLE NFPA AND THE LOCAL AUTHORITY HAVING JURISDICTION. F. REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. G. ALL SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: ALL PIPING AND FITTINGS, VALVES, SPRINKLER HEADS, EXTRA SPRINKLER HEAD CABINETS AND ASSOCIATED WRENCHES, ALL REQUIRED DRAINS, VALVES, HANGERS AND SUPPORTS, AND ALL REQUIRED ACCESSORIES, DEVICES, ETC. H. FIRE PROTECTION CONTRACTOR SHALL SIGN AND SEAL INSTALLATION SHOP DRAWINGS, AND HYDRAULIC CALCULATIONS, PRIOR TO ISSUANCE TO THE LOCAL GOVERNING AUTHORITIES FOR APPROVAL AND PERMIT. NO WORK SHALL BE INSTALLED WITHOUT APPROVED DRAWINGS OR HYDRAULIC CALCULATIONS. SEAL TO BE BY ENGINEER REGISTERED IN THE STATE OF COLORADO OR A NICET LEVEL 4 DESIGNER PRACTICING IN THE FIELD OF FIRE SPRINKLER DESIGN. I. FIRE PROTECTION CONTRACTOR SHALL VERIFY WATER FLOW DATA WITH LOCAL WATER AND/OR FIRE DEPARTMENT. A COPY OF THE W ATER FLOW TEST DATA SHALL ACCOMPANY THE HYDRAULIC CALCULATIONS. J. RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A MARK-UP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. TURN OVER DRAWINGS TO OWNER/ARCHITECT UPON PROJECT COMPLETION. EQUIPMENT, FITTINGS AND VALVES A. BEAR U.L./F.M. LABEL OR MARKING. B. PROVIDE MANUFACTURER'S NAME AND PRESSURE RATING MARKED ON VALVE BODY AND INSTALL IN CLEAR VIEW. PIPING AND TUBING (INSIDE BUILDING) A. STEEL PIPE: ASTM A53; OR ANSI/ASTM A135; BLACK; SCHEDULE 40. B. AMERICAN TUBE COMPANY “DYNA THREAD 40” AND “DYNA FLOW”, ALLIED TUBE AND CONDUIT CORPORATION ”SUPER FLO” ARE ACCEPTABLE ALTERNATES TO SCHEDULE 40 PIPING. C. ACCEPTABLE ALTERNATES TO SCHEDULE 40 PIPE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. D. SCHEDULE 10 PIPE SHALL ONLY BE ALLOWED FOR PIPE SIZES 2-1/2” AND LARGER. E. ALLIED ASTM A120 NOT ACCEPTABLE. PIPE FITTINGS A. STEEL FITTINGS: ANSI/ASME B16.9, WROUGHT STEEL. B. CAST IRON FITTINGS: ANSI/ASME B16.1, FLANGES AND FITTINGS. B16.4, SCREWED FITTINGS. UNIONS, FLANGES, AND COUPLINGS A. UNIONS: CLASS 175 MALLEABLE IRON FOR THREADED FERROUS PIPING. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.PLAN NORTH Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 3 P M FP-002 FIRE PROTECTION SPECIFICATIONS St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 REVISION DATE 4 3 2 1 AC DE THEATER B02 PLATFORM B02B B.O.H. B02A SHOP/BAR B03 MEN'S RESTROOM B04 WOMEN'S RESTROOM B05 MECH ROOM B06 ELECTRICAL B07 TI STORAGE B08 LOBBY B01 JANITOR B01A 2 1/2" FP3 FP5 FP5 B FP7 6"AS FP2 MECH CONDENSER ROOM B07A BOH HALL B01B SPRINKLER DENSITY LEGEND LIGHT HAZARD 0.10 GPM/1500 SQ. FT. ORDINARY HAZARD G1 0.15 GPM/1500 SQ. FT. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 5 P M FP-200 BASEMENT FIRE PROTECTION PLAN St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 5. COORDINATE DEVICE LOCATIONS WITH ARCHITECT, MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS. 4. FINAL APPROVAL OF SPRINKLER FINISHES SHALL BE COORDINATED IWTH THE OWNER AND ARCHITECT PRIOR TO THE PURCHASE OR INSTALLATION OF ANY SPRINKLERS. 3. ALL EQUIPMENT MUST BE FM APPROVED AND UL LISTED. 2. ALL FIRE SUPPRESSION SYSTEMS TO BE HYDRAULICALLY CALCULATED PER NFPA 13 WITH A MAXIMUM 32 FPS VELOCITY IN PIPES. 1. INSTALL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS AND ANY APPLICABLE AMENDMENTS. GENERAL NOTES N 0 4'4' 2' 1/4" = 1'-0" 1 BASEMENT FIRE PROTECTION PLAN REVISION DATE WORK NOTES FP2 INCOMING 6" FIRE SERVICE LINE. COORDINATE WITH CIVIL CONTRACTOR FOR CONTINUATION. FP3 INSTALL APPROVED BACKFLOW PREVENTION DEVICE. FP5 SPRINKLERS IN THEATER AND STAGE AREAS SHALL BE BLACK. COORDINATE SPRINKLER FINISHES WITH OWNER AND ARCHITECT. FP7 HYDRAULIC ELEVATOR. PROVIDE SPRINKLERS IN HOISTW AY IN ACCORDANCE WITH NFPA 13. 4 3 2 1 AC DE FP1 FP4 B FP7 FP6 FP8 SPRINKLER DENSITY LEGEND LIGHT HAZARD 0.10 GPM/1500 SQ. FT. ORDINARY HAZARD G1 0.15 GPM/1500 SQ. FT. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Date Drawn By Checked By: Project Number Sheet Name Copyright: ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF MOA ARCHITECTURE 5/ 1 / 2 0 2 0 1 : 2 7 : 3 5 P M FP-201 LEVEL 1 FIRE PROTECTION PLAN St a n l e y H o t e l C a r r i a g e H o u s e CMM 2020.05.04 19131.00 33 3 E W o n d e r v i e w A v e E s t e s P a r k , C O 8 0 5 1 7 100% CONSTRUCTION DOCUMENTS TLB BCER PROJECT 89319007 N 0 4'4' 2' 1/4" = 1'-0" 1 LEVEL 1 FIRE PROTECTION PLAN 5. COORDINATE DEVICE LOCATIONS WITH ARCHITECT, MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS. 4. FINAL APPROVAL OF SPRINKLER FINISHES SHALL BE COORDINATED IWTH THE OWNER AND ARCHITECT PRIOR TO THE PURCHASE OR INSTALLATION OF ANY SPRINKLERS. 3. ALL EQUIPMENT MUST BE FM APPROVED AND UL LISTED. 2. ALL FIRE SUPPRESSION SYSTEMS TO BE HYDRAULICALLY CALCULATED PER NFPA 13 WITH A MAXIMUM 32 FPS VELOCITY IN PIPES. 1. INSTALL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS AND ANY APPLICABLE AMENDMENTS. GENERAL NOTES REVISION DATE WORK NOTES FP1 FIRE DEPARTMENT CONNECTION. COORDINATE FINAL LOCATION WITH OWNER, ARCHITECT AND AUTHORITY HAVING JURISDICTION. FP4 LOCATION OF CHASE TO BE USED TO RUN FIRE SPRINKLER BETWEEN FLOORS. COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS FOR INSTALLATION/SPACE CONSTRAINTS. FP6 INSTALL SPRINKLERS ABOVE AND BELOW DROP CEILINGS TO PROTECT COMBUSTIBLE SPACES ABOVE CEILINGS. REFERENCE ARCHITECTURAL PLANS FOR EXTENT OF CEILINGS. FP7 HYDRAULIC ELEVATOR. PROVIDE SPRINKLERS IN HOISTW AY IN ACCORDANCE WITH NFPA 13. FP8 PROVIDE DRY SIDEWALL SPRINKLERS FOR PROTECTION OF COMBUSTIBLE, COVERED VESTIBULE.