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HomeMy WebLinkAboutPLATTE RIVER POWER AUTHORITY CAMPUS - FDP - FDP180004 - SUBMITTAL DOCUMENTS - ROUND 2 - ELEVATIONSLEVEL 1 100' - 0" T.O. MAS. 132' - 0" 1 2 3 4 5 14 15 16 LEVEL 2 115' - 4" 7 A-619 ORTHOGONAL CURVE (CONVEX) ORTHOGONAL 1 A-301 2 A-301 3 A-301 1 A-614 5 A-614 6 A-619 5 A-619 CONCAVE CURVE 04 20 00.B82 04 43 13.13.A80 RE: 1 / A-210 04 20 00.B81 04 20 00.B82 SF-10 SF-5 SF-12 CW-22 CW-23 CW-24 1.3 SF-11 08 44 23.D80, TYP OF 15 16.1 SF-12 SF-5 EJEJEJ EJ EJ 03 30 00.B00 03 30 00.B00 04 20 00.B82 04 20 00.B21 04 20 00.B81 8" 8" 04 20 00.B21 04 20 00.B21 05 50 00.B80 4' - 0" 10' - 5" 12' - 3" 8" 19' - 4" 8" 19' - 4" 8" 4' - 0" EJ RE: ENLARGED FLR PLANS EJ 22' - 8" 20' - 0" 20' - 0" B B A LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 11 12 LEVEL 2 115' - 4" T.O. ROOF DECK HPT 130' - 6" 2 A-616 04 20 00.B81 04 20 00.B82 SF-20 SF-20 CW-16 11.9 EJ 04 20 00.B21 03 30 00.B00 10.9 6' - 8" A A A A-202 1 A-202 3 A-202 6 A-202 4 = WALLS ORTHOGONAL TO VIEW A-202 5 A-202 3 A-202 1 A-202 4 A-202 5 A-202 6 A-202 7 A-202 7 A-202 2 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" J H G F2 F E D LEVEL 2 115' - 4" 4 A-615 CURVE ORTHOGONAL A-002 14 A-002 15 A-002 6 A-002 5 GENERATOR - RE: ELEC. DRAWINGS GENERATOR - RE: ELEC. DRAWINGS GENERATOR - RE: ELEC. DRAWINGS TRASH COMPACTOR (40 CU. YD.) RECYCLE (6 CU. YD.) MECH. EQUIP. - RE: MECH. DRAWINGS MECH. EQUIP. - RE: MECH. DRAWINGS 34'-8" 22'-0" 27'-4" 14'-0" 11 A�002 32'-8" 16 A�002 4'-0" (6"x6" GATE POST - FILL W/ CONC., TYP.) (6"x6" GATE POST - FILL W/ CONC., TYP.) RECYCLE (6 CU. YD.) 32 13 13.A80 32 12 16.A80 PAVEMENT JOINTS 32 93 00.A81 32 31 19.A80 32 13 13.A81 32 31 19.A80 23 00 00.A81 FG-3 2'-0" 26'-4" FG-2 FG-4 FG-5 A-002 19 32 31 19.A81 3'-0" APPROX. 20'-9" 2'-0" PIVOT GATES (VERT.) PIVOT GATES (VERT.) SECURITY FENCE 16 A�002 07 62 00.B00 GA GB GC GD GE GF GG GH GI GJ GK GL GM GN 8 AO-301 03 30 00.B00 13 34 19.A01 SKIRT 101' - 4" SKIRT 101' - 4" SUB. GAR. T.O. SLAB 100' - 0" SUB. GAR. T.O. SLAB 100' - 0" B.O. FDN 97' - 4" 08 45 13.A00 08 45 13.A00 17 AO-601 03 30 00.B00 08 45 13.A00 13 34 19.A09 FDN. - RE: STRUCT. DWGS. TYP. T.O. BENT 115' - 6" G115 G114 G113 G112 G110 G109 G108 G107 G104 05 50 00.A26 08 45 13.A00 05 50 00.A26 08 36 13.A02 05 12 00.A06 G101 13 34 19.A10 05 12 00.A06 08 36 13.A02 05 50 00.A26 G106 6 AO-501 G111 13 34 19.A09 G105 G103 GN GM GL GK GJ GI GH GG GF GE GD GC GB GA T.O.BENT 113' - 6" 8 AO-301 13 34 19.A01 SKIRT 101' - 4" SUB. GAR. T.O. SLAB 100' - 0" B.O. FDN 97' - 4" 13 34 19.A01 13 34 19.A02 13 34 19.A01 13 34 19.A02 03 30 00.B00 03 30 00.B00 17 AO-601 08 45 13.A00 BC BB BA 1 5 AO-301 AO-301 B.O. FDN 97' - 4" BD T.O. SLAB 100' - 0" MK MJ MI MH MG MF 03 30 00.B00 08 45 13.A00 13 34 19.A02 03 30 00.B00 05 50 00.A01 OPEN OPEN OPEN OPEN 9 AO-301 M101B M103B MG.2 05 50 00.A26 05 50 00.A26 MS SKIRT 101' - 4" M103H M103G M103F M104D 26 00 00.F02 05 50 00.A26 03 30 00.B00 TYP 13 34 19.A10 12 AO-603 26 00 00.F04 26 00 00.F04 26 00 00.F04 05 50 00.A26 17' - 4" B.O. FDN 97' - 4" T.O. SLAB 100' - 0" M1 M5 13 34 19.A02 05 50 00.A26 05 50 00.A26 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" 17' - 4" GM T.O. SLAB 100' - 0" B.O. FDN. 97' - 4" 9 AO-602 17 AO-602 SJ SI SH SG SF SE SD SC SB 5 AO-203 7 AO-301 HEEL 2 FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" SK SM SL 13 34 19.A01 T.O. BENT PILASTER 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL FLT. PRKG. A 115' - 6" 1 13 34 19.A10 AO-603 13 34 19.A10 13 34 19.A10 13 34 19.A00 13 34 19.A00 13 34 19.A80 13 34 19.A00 26 00 00.F02 26 00 00.F02 26 00 00.F81 26 00 00.F02 26 00 00.F02 26 00 00.F81 13 34 19.A12 13 34 19.A12 SB SC SD SE SF SG SH SI SJ 5 AO-203 7 AO-301 13 34 19.A01 13 34 19.A02 HEEL 2 FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" SK SL SM 13 34 19.A01 03 30 00.B00 13 34 19.A02 03 30 00.B00 T.O. BENT PILASTER 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL FLT. PRKG. A 115' - 6" 1 AO-603 13 34 19.A11 13 34 19.A11 5 FIRST LEVEL 100' - 0" LOW - T.O. BENT 121' - 8" HIGH - T.O. BENT 126' - 6" 13 34 19.A11 13 34 19.A11 WA 05 50 00.A26 SECOND LEVEL 111' - 8" SF-41 SF-42 SP-6 13 34 19.A02 08 44 13.D80 08 41 13.A80 13 34 19.A02 08 45 13.A00 03 30 00.B00 W103A 05 50 00.A26 08 36 13.A06 13 34 19.A11 13 34 19.A11 13 34 19.A02 08 41 13.A80 13 34 19.A02 WC WB T.O. SKIRT 101' - 4" WD 12 1 6' - 2" 5' - 10" FIRST LEVEL 100' - 0" LOW - T.O. BENT 121' - 8" 05 50 00.A26 W7 W6 W5 W4 W3 W2 W1 SF-44 SF-44 SF-44 05 50 00.A26 1 AO-604 5 AO-604 SECOND LEVEL 111' - 8" SF-43 SF-45 SF-46 SP-7 SP-8 W109 W102A 13 34 19.A02 08 41 13.A80 08 36 13.A06 05 50 00.A26 03 30 00.B00 08 44 13.D80 08 45 13.A00 TYP 11 AO-609 12 AO-609 T.O. SKIRT 101' - 4" FIRST LEVEL 100' - 0" LOW - T.O. BENT 121' - 8" HIGH - T.O. BENT 126' - 6" 13 AO-604 05 51 19.A80 13 34 19.A11 W1 W2 W3 W4 W5 W6 W7 05 50 00.A26 13 34 19.A11 08 45 13.A00 SECOND LEVEL 111' - 8" SP-5 SF-40 1 AO-607 9 AO-606 13 34 19.A02 08 41 13.A80 08 44 13.D80 08 41 13.C00 13 34 19.A11 13 34 19.A02 13 34 19.A11 03 30 00.B00 W103 W101A 13 34 19.A02 RA6 T.O. SKIRT 101' - 4" FIRST LEVEL 100' - 0" LOW - T.O. BENT 121' - 8" 05 51 19.A80 WA 05 50 00.A26 9 AO-604 SECOND LEVEL 111' - 8" SF-47 SP-4 AO-607 1 W205A 13 34 19.A11 13 34 19.A11 13 34 19.A02 08 45 13.A00 08 41 13.A80 13 34 19.A02 08 41 13.C00 03 30 00.B00 23 00 00.B04 WBWC T.O. SKIRT 101' - 4" WD LEGEND METAL ROOF PANEL STRUCTURED POLYCARBONATE PANEL EXPOSED CONC. FDN. METAL WALL PANEL 1. SEE SHEET AO-100 FOR SITE DATUMS AT OUTBUILDINGS = ARCHITECTURAL DATUM 100'.0". 2. DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY OR FACE OF CONCRETE. 3. DO NOT SCALE DRAWINGS, FIELD VERIFY DIMENSIONS. NOTIFY ARCHITECT OF RECORD IMMEDIATELY WHEN DISCREPANCIES ARE DISCOVERED. 4. IT IS THE RESPONSIBILITY OF THE MECHANICAL AND ELECTRICAL SUBCONTRACTOR TO REVIEW ALL OF THE DRAWINGS. INCLUDING ARCHITECTURAL FOR WORK UNDER THEIR RESPECTIVE CONTRACTS. ROOF PLANS AND REFLECTED CEILING PLANS DESCRIBE MECHANICAL AND ELECTRICAL WORK AS DO OTHER DRAWINGS, OR DESCRIBED IN ANY PART OF THE SPECIFICATIONS. 5. "X" INDICATES WALL TYPE. ALL INTERIOR WALL TYPES ARE TYPE "C" UNLESS NOTED OTHERWISE. REFER TO SHEET AO-609 FOR WALL TYPES. 6. SEE CODE PLAN FOR FIRE RATED PARTITION LOCATIONS. 7. REFER TO SHEET AO-101, AO-102, AO-105 FOR FINISH PLANS AND EQUIPMENT LISTS 8. ALL DOOR ROUGH FRAME OPENINGS (HINGE SIDE) 4" FROM ROOM CORNER UNLESS DIMENSIONED OTHERWISE. GENERAL NOTES WORK NOTES 1. SEE INDEX SHEET FOR GENERAL NOTES 2. SEE SHEET AO-609 FOR WALL TYPES 3. SEE SHEET AO-501 DOOR SCHEDULE 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER IFC SECTION 906.1.1 RE: CODE SUMMARY. FOR TYPE, SIZE, LOCATION AND TRAVEL DISTANCE BETWEEN EXTINGUISHERS, RE: CODE SUMMARY 5. ALL EXPOSED STEEL TO BE PAINTED, UNO. COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. 100% Schematic Design 05-01-17 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Be�f�rd Wat�i�s Gr�up ��C Architects 100% Design Development 11-21-17 GMP ADD 1 02-27-18 K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer GMP Set 02-08-18 Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative Progress Set 03-20-18 P�atte River P�wer Auth�rity � Headquarters Ca�pus A��205 WAREH�USE E�EVATI��S 2000 East H�rset��th R�ad� F�rt C���i�s� C� 80525 2' 4' 8' 16' 1/8" = 1'-0" AO-205 WAREHOUSE EAST ELEVATION 1 2' 4' 8' 16' 1/8" = 1'-0" AO-205 WAREHOUSE NORTH ELEVATION 2 2' 4' 8' 16' 1/8" = 1'-0" AO-205 WAREHOUSE SOUTH ELEVATION 3 2' 4' 8' 16' 1/8" = 1'-0" AO-205 WAREHOUSE WEST ELEVATION 4 KEYNOTES LEGEND SPEC. NO. KEYNOTE TEXT 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 05 50 00.A26 METAL BOLLARD 05 51 19.A80 METAL GRATING STAIR ASSEMBLY WITH BAR GRATE TREAD AND LANDING 08 36 13.A06 FULL-VISION ALUMINUM SECTIONAL DOOR 08 41 13.A80 STOREFRONT RE: WINDOW SCHEDULE 08 41 13.C00 ALUMINUM ENTRANCE DOOR 08 44 13.D80 1/4" VERTICAL ALUMINUM CURTAIN WALL BRACKET 08 45 13.A00 STRUCTURED-POLYCARBONATE PANEL 13 34 19.A02 METAL WALL PANEL 13 34 19.A11 GUTTER OR DOWNSPOUT 23 00 00.B04 EXTRUDED ALUMINUM VENT / AIR IN-TAKE, RE: MECH, FINISH CHOSEN FROM STANDARD MFR COLORS TYP TYP TYP TYP AO-603 13 34 19.A11 13 34 19.A11 13 34 19.A02 03 30 00.B00 13 34 19.A11 13 34 19.A11 HEATED AREA FOR FIRE RISER ROOM 13 34 19.A01 13 34 19.A11 13 34 19.A11 03 30 00.B00 13 34 19.A02 S3 S2 S1 HEEL 2 FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" 9 AO-603 T.O. BENT PILASTER 100' - 0" SKIRT FLT. PRKG. A 101' - 4" 12 2 2 AO-603 13 34 19.A09 13 34 19.A02 13 34 19.A11 03 30 00.B00 26 00 00.F02 13 34 19.A11 S1 S2 S3 13 34 19.A09 HEEL 2 FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" 13 34 19.A01 13 34 19.A02 T.O. BENT PILASTER 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL FLT. PRKG. A 115' - 6" 2 AO-603 F101 S2 S3 03 30 00.A00 13 34 19.A00 13 34 19.A09 2" / 12" HEEL 2 FLT. PRKG. A 113' - 4" T.O. BENT PILASTER 100' - 0" SKIRT FLT. PRKG. A 101' - 4" 13 34 19.A12 13 34 19.A10 S1 T.O. SLAB 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL FLT. PRKG. A 115' - 6" LEGEND - MATERIALS METAL ROOF PANEL STRUCTURED POLYCARBONATE PANEL EXPOSED CONC. FDN. METAL WALL PANEL WORK NOTES 1. SEE INDEX SHEET FOR GENERAL NOTES 2. SEE SHEET AO-609 FOR WALL TYPES 3. SEE SHEET AO-501 DOOR SCHEDULE 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER IFC SECTION 906.1.1 RE: CODE SUMMARY. FOR TYPE, SIZE, LOCATION AND TRAVEL DISTANCE BETWEEN EXTINGUISHERS, RE: CODE SUMMARY 5. ALL EXPOSED STEEL TO BE PAINTED, UNO. COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. Submittal 04-10-18 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Be�f�rd Wat�i�s Gr�up ��C Architects K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative P�atte River P�wer Auth�rity � �ew HQ Ca�pus A��203 E�EVATI��S � F�EET GARAGE A 2000 East H�rset��th Rd� F�rt C���i�s� C� 80525 1' 2' 4' 8' 1/8" = 1'-0" AO-203 FLEET PARKING GARAGE A - EAST 1 1' 2' 4' 8' 1/8" = 1'-0" AO-203 FLEET PARKING GARAGE A - WEST 2 KEYNOTE LEGEND SPEC. NO. KEYNOTE TEXT 03 30 00.A00 CAST-IN-PLACE CONCRETE RE: STRUC 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 13 34 19.A00 METAL BUILDING SYSTEMS 13 34 19.A01 METAL ROOF PANEL 13 34 19.A02 METAL WALL PANEL 13 34 19.A09 METAL BUILDING EAVE 13 34 19.A10 METAL BUILDING FLASHING OR CLOSURE 13 34 19.A11 GUTTER OR DOWNSPOUT 13 34 19.A12 PURLIN OR GIRT 13 34 19.A80 ROOF INSULATION 26 00 00.F02 LIGHTING FIXTURE, RE: ELEC 26 00 00.F81 WALL OUTLET 1' 2' 4' 8' 1/8" = 1'-0" AO-203 FLEET PARKING GARAGE A - NORTH 3 1' 2' 4' 8' 1/8" = 1'-0" AO-203 FLEET PARKING GARAGE A - SOUTH 4 1' 2' 4' 8' 1/8" = 1'-0" AO-203 FLEET PARKING GARAGE A 5 2" 4" 8" 16" 1/8" = 1'-0" AO-203 FLEET PARKING GARAGE A - SOUTH 7 M5 M1 13 34 19.A00 M104A MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" 12 2 13 34 19.A01 08 11 13.A00 BA BB BC ME 1 AO-301 5 AO-301 B.O. FDN 97' - 4" BD MF MG MH MI MJ MK 03 30 00.B00 13 34 19.A02 OPEN OPEN OPEN OPEN 13 34 19.A01 9 AO-301 MG.2 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" MS T.O.SLAB 100' - 0" 03 30 00.C00 13 34 19.A02 08 36 13.A02 13 34 19.A11 26 00 00.F04 13 34 19.A01 03 30 00.B00 05 50 00.A26 13 34 19.A01 13 34 19.A02 05 50 00.A26 05 50 00.A26 13 34 19.A02 13 34 19.A11 M104C M103E M103D M103C M101C 13 34 19.A00 13 34 19.A00 26 00 00.F04 26 00 00.F04 05 50 00.A26 05 50 00.A26 12 AO-603 26 00 00.F81 26 00 00.F81 13 34 19.A11 101' - 4" T.O. FDN/PILASTER M101A M103A M4 M2 17 AO-602 M5 M1 13 34 19.A12 03 30 00.B00 T.O. BENT PILASTER 100' - 0" 12 2 13 34 19.A02 13 34 19.A11 05 50 00.A26 10 AO-501 LEGEND - MATERIALS METAL ROOF PANEL STRUCTURED POLYCARBONATE PANEL EXPOSED CONC. FDN. METAL WALL PANEL WORK NOTES 1. SEE INDEX SHEET FOR GENERAL NOTES 2. SEE SHEET AO-609 FOR WALL TYPES 3. SEE SHEET AO-501 DOOR SCHEDULE 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER IFC SECTION 906.1.1 RE: CODE SUMMARY. FOR TYPE, SIZE, LOCATION AND TRAVEL DISTANCE BETWEEN EXTINGUISHERS, RE: CODE SUMMARY 5. ALL EXPOSED STEEL TO BE PAINTED, UNO. COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. Submittal 04-10-18 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Be�f�rd Wat�i�s Gr�up ��C Architects K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative P�atte River P�wer Auth�rity � �ew HQ Ca�pus A��202 E�EVATI��S � ��S� & F�EET GARAGE B 2000 East H�rset��th Rd� F�rt C���i�s� C� 80525 1' 2' 4' 8' 1/8" = 1'-0" AO-202 MAINTENANCE SHOP - EAST 1 1' 2' 4' 8' 1/8" = 1'-0" AO-202 MAINTENANCE SHOP - SOUTH 5 1' 2' 4' 8' 1/8" = 1'-0" AO-202 4 SECTION - MAINTENANCE SHOP & FLEET PARKING GARAGE B - NORTH 1' 2' 4' 8' 1/8" = 1'-0" AO-202 MAINTENANCE SHOP - WEST 2 KEYNOTE LEGEND SPEC. NO. KEYNOTE TEXT 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 03 30 00.C00 CONCRETE SLAB RE: STRUC 05 50 00.A01 METAL FABRICATION 05 50 00.A26 METAL BOLLARD 08 11 13.A00 HM DOOR 08 36 13.A02 INSULATED STEEL SECTIONAL DOOR 08 45 13.A00 STRUCTURED-POLYCARBONATE PANEL 13 34 19.A00 METAL BUILDING SYSTEMS 13 34 19.A01 METAL ROOF PANEL 13 34 19.A02 METAL WALL PANEL 13 34 19.A10 METAL BUILDING FLASHING OR CLOSURE 13 34 19.A11 GUTTER OR DOWNSPOUT 13 34 19.A12 PURLIN OR GIRT 26 00 00.F02 LIGHTING FIXTURE, RE: ELEC 26 00 00.F04 WALL MOUNTED LIGHT FIXTURE, RE: ELEC 26 00 00.F81 WALL OUTLET 1' 2' 4' 8' 1/8" = 1'-0" AO-202 FLEET PARKING GARAGE B - NORTH 3 26 00 00.F02 07 72 53.A00 07 72 53.A00 SKIRT 101' - 4" G1 G2 SUB. GAR. T.O. SLAB 100' - 0" B.O. FDN 97' - 4" 13 34 19.A02 4 AO-301 03 30 00.B00 13 34 19.A09 T.O. BENT 115' - 6" 12 2 T.O.BENT 113' - 6" SKIRT 101' - 4" G2 G1 SUB. GAR. T.O. SLAB 100' - 0" 13 34 19.A09 4 AO-301 B.O. FDN. 97' - 4" 13 34 19.A02 (DRUM STOR. SCREEN WALL) G102 13 34 19.A11 5 AO-605 LEGEND - MATERIALS METAL ROOF PANEL STRUCTURED POLYCARBONATE PANEL EXPOSED CONC. FDN. METAL WALL PANEL WORK NOTES 1. SEE INDEX SHEET FOR GENERAL NOTES 2. SEE SHEET AO-609 FOR WALL TYPES 3. SEE SHEET AO-501 DOOR SCHEDULE 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER IFC SECTION 906.1.1 RE: CODE SUMMARY. FOR TYPE, SIZE, LOCATION AND TRAVEL DISTANCE BETWEEN EXTINGUISHERS, RE: CODE SUMMARY 5. ALL EXPOSED STEEL TO BE PAINTED, UNO. COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. Submittal 04-10-18 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Be�f�rd Wat�i�s Gr�up ��C Architects K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative P�atte River P�wer Auth�rity � �ew HQ Ca�pus A��201 E�EVATI��S � SUBSTATI�� GARAGE 2000 East H�rset��th Rd� F�rt C���i�s� C� 80525 1' 2' 4' 8' 1/8" = 1'-0" AO-201 SUBSTATION GARAGE WEST ELEVATION 1 1' 2' 4' 8' 1/8" = 1'-0" AO-201 SUBSTATION GARAGE EAST ELEVATION 2 1' 2' 4' 8' 1/8" = 1'-0" AO-201 SUBSTATION GARAGE SOUTH ELEVATION 3 1' 2' 4' 8' 1/8" = 1'-0" AO-201 SUBSTATION GARAGE NORTH ELEVATION 4 12 2 KEYNOTE LEGEND SPEC. NO. KEYNOTE TEXT 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 05 12 00.A06 STEEL CHANNEL, RE: STRUC 05 50 00.A26 METAL BOLLARD 07 72 53.A00 SNOW GUARD 08 36 13.A02 INSULATED STEEL SECTIONAL DOOR 08 45 13.A00 STRUCTURED-POLYCARBONATE PANEL 13 34 19.A01 METAL ROOF PANEL 13 34 19.A02 METAL WALL PANEL 13 34 19.A09 METAL BUILDING EAVE 13 34 19.A10 METAL BUILDING FLASHING OR CLOSURE 13 34 19.A11 GUTTER OR DOWNSPOUT 26 00 00.F02 LIGHTING FIXTURE, RE: ELEC 04 20 00.B03 05 50 00.A84 32 31 19.A81 32 31 19.A81 13 34 19.A02 05 50 00.A01 03 30 00.B00 FG-2 ? FG-4 07 62 00.F 04 21 00.A 05 50 00.A01 05 50 00.A83 03 30 00.B00 11 A�002 05 50 00.A01 07 62 00.B00 04 20 00.B03 03 30 00.B00 03 30 00.B00 04 20 00.B03 07 62 00.B00 32 31 19.A81 8'-0" 04 20 00.B03 04 20 10.A02 07 62 00.B00 04 20 10.A02 13 34 19.A02 03 30 00.C84 03 30 00.B00 05 21 00.A04 (GATE POST BEYOND BURIES IN CONC. 2'-0" DEEP) 07 62 00.B00 (COPING BEYOND) (3-1/2"x3-1/2"x3/8" TO MAKE RECTANGULAR GATE FRAME) 13 34 19.A02 05 21 00.A02 (3/8"x2-1/2" BENT PLATE W/ HOLE FOR GATE ROLLER ASSEMBLY) 05 21 00.A04 (DASHED GATE POST BEYOND BURIES IN CONC. 2'-0" DEEP) WALL BEYOND 05 12 00.A03 1. SEE CIVIL SHEETS FOR SITE DEMOLITION, HORIZONTAL CONTROL PLAN, GRADING IMPROVEMENTS, EASEMENTS,EROSION CONTROL,SIGNAGE,STRIPPING AND PAVEMENT PLANS. SEE LANDSCAPE SHEETS FOR LANDSCAPE IMPROVEMENTS AND IRRIGATION IMPROVEMENTS. 2. THE CONTRACTOR SHALL PREVIEW CONDITIONS AND REVIEW THE SUBSURFACE EXPLORATION GEOTECHNICAL ENGINEERING REPORT FOR THE PROJECT TITLED ??? PREPARED BY CDS ENGINEERING CORP. DATED ??? (PROJECT NO. ??). FAILURE TO DO SO WILL NOT ELIMINATE RESPONSIBILITY TO PERFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 3. VERIFY LOCATIONS OF EXISTING UTILITIES BEFORE PROCEEDING WITH EXCAVATIONS. 4. ALL GRADING AND CONCRETE PAVING SHALL SLOPE AWAY FROM THE BUILDING. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ADEQUATE DRAINAGE THROUGHOUT THE SITE DURING THE PROCESS OF EXCAVATION AND GRADING. THE GRADE SHALL BE MAINTAINED IN SUCH CONDITION THAT IT IS WELL DRAINED AT ALL TIMES. 6. ADJACENT ROADS SHALL BE KEPT FREE OF MUD AND DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF MUD AND DEBRIS AT THE END OF EACH DAY. 7. THE CONTRACTOR SHALL PROTECT EXISTING ON & OFF SITE IMPROVEMENTS TO REMAIN FROM DAMAGE. DAMAGED ITEMS SHALL BE REPLACED, REPAIRED OR RESTORED BY CONTRACTOR AT NO COST TO THE OWNER. IF, IN THE OPINION OF THE CONTRACTOR, EXISTING IMPROVEMENTS TO REMAIN WILL BE DAMAGED OR REQUIRE REMOVAL, THE GENERAL CONTRACTOR TO INCLUDE THE COST FOR REPAIR OR REPLACEMENT IN BASE BID. 8. THE IRRIGATION SUBCONTRACTOR SHALL COORDINATE THE LOCATION OF IRRIGATION PIPE SLEEVES WITH THE GENERAL CONTRACTOR PRIOR TO PAVING ACTIVITIES. SLEEVES SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION SUBCONTRACTOR. IRRIGATION DESIGN TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LANDSCAPE PLANS & IRRIGATION SPECIFICATIONS 9. CONTROL JOINTS TO BE SAW CUT TO 1/3 DEPTH OF SLAB. EXPANSION JOINTS TO BE 1/2" WIDE AND HELD DOWN 1/2" FROM SURFACE TO RECEIVE SELF LEVELING SEALANT GENERAL NOTES - SITE PLAN RE SCHED. RE: SCHED. 05 50 00.A82 32 31 19.A81 GATE 2 GATE 1 4'-0" 12'-0" 12'-0" 13 34 19.A02 05 50 00.A82 05 50 00.A84 GATE 3 05 50 00.A83 13 34 19.A02 05 50 00.A84 RE: GATE SECTION THIS SHEET 05 50 00.A84 05 21 00.A02 13 34 19.A02 05 05 00.A01 1-1/2"x1/4" STL. TABS (2 PER GATE EDGE) W/ SLOTTED HOLE FOR LOCK @ TOP & BENT REBAR @ BOTTOM COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. Submittal 04-10-18 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Be�f�rd Wat�i�s Gr�up ��C Architects K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative P�atte River P�wer Auth�rity �ew HQ Ca�pus A�002 E��ARGED P�A�S & DETAI�S 2000 East H�rset��th F�rt C���i�s� C� 80525 1/8" = 1'-0" A-002 ENLARGED PLAN - TRASH ENCLOSURE 1 1/8" = 1'-0" A-002 ENLARGED PLAN - WEST SECURITY GATE 13 1/8" = 1'-0" A-002 ENLARGED PLAN - NORTH SECURITY GATE 3 1/8" = 1'-0" A-002 NORTHWEST ELEVATION 14 1/8" = 1'-0" A-002 SE ELEVATION 15 1/8" = 1'-0" A-002 WEST ELEVATION 5 1/8" = 1'-0" A-002 NORTHEAST ELEVATION 6 1/2" = 1'-0" A-002 WALL SECTION TRASH 11 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 04 20 00.B03 FACE BRICK 04 20 10.A02 BOND BEAM, RE: STRUC 05 12 00.A03 STEEL ANGLE 05 50 00.A01 METAL FABRICATION 05 50 00.A82 4" STEEL TUBE FILLED WITH CONCRETE, PAINTED 05 50 00.A83 6" STEEL TUBE FILLED WITH CONCRETE, PAINTED 05 50 00.A84 8" STEEL TUBE FILLED WITH CONCRETE, PAINTED 07 62 00.B00 COPING 13 34 19.A02 METAL WALL PANEL 23 00 00.A81 DRY COOLER PUMP, RE: MECH 32 12 16.A80 ASPHALT PAVING - RE: CIVIL DRAWINGS 32 13 13.A80 CONCRETE PAVING - RE: CIVIL DRAWINGS 32 13 13.A81 CONCRETE PAVING, SIDEWALK - RE: CIVIL DRAWINGS 32 31 19.A80 VERTICAL PIVOT GATE FOR VEHICLES 32 31 19.A81 DECORATIVE ALUMINUM FENCE 32 93 00.A81 COBBLE MULCH - RE: LANDSCAPE DRAWINGS 1" = 1'-0" A-002 DETAIL 16 GATE SCHEDULE MARK GATE TYPE GATE MATERIAL WIDTH HEIGHT FRAME TYPE FRAME MATERIAL GATE HEAD DETAIL GATE JAMB DETAIL HARDWARE SET COMMENTS FG-1 GATE 1 ALUM. FENCE 3' - 1 1/8" 6' - 8" STL. POST ELEC. CARD READER FG-2 GATE 2 MTL. SIDING 12' - 0" 6' - 8" STL. ANGLE STEEL 16/A-002 TWO PAIR FG-3 GATE 1 ALUM. FENCE 3' - 1 1/8" 6' - 8" STL. POST ELEC. CARD READER FG-4 GATE 3 MTL. SIDING 4' - 0" 6' - 8" STL. ANGLE STEEL 16/A-002 SIM. ELEC. CARD READER FG-5 GATE 1 ALUM. FENCE 4' - 1" 6' - 8" STL. POST GATE TYPES 1 1/2" = 1'-0" A-002 DETAIL - JAMB 19 4 A-301 4 A-616 5 A-616 1 A-617 J1 A-615 1 CONVEX RE: 2 / A-210 04 20 00.B82 07 42 13.16.A81 04 20 00.B82 6 A-615 D1 CW-14 CW-15 CW-18 SF-21 SF-22 SF-23 L L 04 20 00.D80 6' - 8" 20' - 8" 2' - 0" 4' - 6" 2' - 2" EJ EJ 04 20 00.B21 03 30 00.B00 22' - 8" A A A A A A 6' - 8" C A-616 1 23 00 00.B08 TYP OF 3 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 6 7 8 9 9.9 10 11 12 LEVEL 2 115' - 4" 5 A-301 7 A-301 3 A-613 CURVE CONCAVE ORTHOGONAL 1 A-612 2 A-612 5 A-612 5 A-613 8 A-612 6 A-301 A-613 1 04 43 13.13.A80 04 20 00.B82 04 20 00.B81 22 00 00.B03 07 42 13.16.A81 04 20 00.B81 SF-2 SF-4 SF-5 SF-3 SF-6 SF-6 SF-6 AROUND CORNER 11.9 SF-9 SF-11 04 20 00.B83 22 00 00.B03 RE: 2 / A-210 CURVE CONVEX 04 20 00.B21 03 30 00.B00 154A EJ EJ 4' - 8" 4' - 8" 20' - 0" 8" 16' - 8" 2' - 8" 4' - 8" 8" EJEJEJ 2' - 2" 1' - 10" TYP OF 7 EJ 6' - 0" 7' - 4" 14' - 8" 2' - 0" 10.9 10' - 8" 24' - 0" A B B B B B A A A A A EJ A A 13' - 4" 2' - 8" SF-8 155A 156A 1C9A 8 3/8" SF-8 SF-8 SF-10 RE: 4 / A-210 5.3 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 12 11 10 9.9 9 8 7 6 LEVEL 2 115' - 4" 5 A-301 7 A-301 ORTHOGONALCURVE 2 A-617 4 A-617 5 A-617 6 A-617 6 A-301 CONCAVE 04 20 00.B82 22 00 00.B03 SF-24 SF-26 SF-27 SF-30 SF-30 SF-31 SF-28 SF-29 TYPICAL OF 4 11.9 07 42 13.16.A81 SF-25 07 42 13.16.A81 SF-31 124A 123A 1C4A 04 20 00.B21 03 30 00.B00 EJ EJEJ EJ EJ EJ EJ 20' - 0" 1' - 4" 18' - 0" 6" 4' - 0" 2' - 8" 17' - 4" 16' - 8" 2' - 0" 19' - 4" 7' - 4" 12' - 8" 12' - 8" EJ 10.9 6' - 8" 18' - 8" 26' - 8" 25' - 4" 20' - 0" A A A A A A A A A A A A A A A A B B B B B B B B B A A 19' - 4" SF-7 5.3 TYP 1' - 4" 2' - 0" 2' - 0" TYP 1' - 4" 2' - 0" 2' - 0" 07 42 13.16.B81 07 42 13.16.B81 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" D E F F2 G H J LEVEL 2 115' - 4" 4 A-611 4 A-301 CURVE ORTHOGONAL 3 A-612 4 A-612 6 A-611 J1 A-611 1 04 20 10.A80 04 20 00.B82 04 20 00.B81 04 20 00.B83 CONVEX 04 20 00.B81 RE: 2 / A-210 6 A-613 D1 CW-2 CW-5 CW-1 CW-3 CW-4 SF-1 05 70 00.E83 CW-8 22 00 00.B03 07 42 13.16.A81 4' - 0" 16' - 8" 14' - 8" 4' - 0" EJEJEJ 04 20 00.B21 03 30 00.B00 B 2' - 0" 2' - 0" 30' - 0" 1' - 4" 1' - 10" 2' - 2" 2 5/8 CUT BRICK A A A A A A A 39' - 4" 07 72 00.A00 22 00 00.B80 KEYNOTES PLAN KEY GENERAL NOTES 1. REFER TO ENLARGED MASONRY DRAWINGS FOR BRICK DETAILING AT EXTERIOR WALL CURVES 2. REFER TO WALL SECTIONS AND ENLARGED ELEVATIONS FOR ADDITIONAL INFORMATION AND MATERIAL NOTES 3. REFER TO A-210 FOR BRICK PATTERNING AT CONVEX CURVES 4. REFER TO WALL SECTIONS AND DETAILS FOR PARAPET CONDITIONS 5. UNLESS OTHERWISE NOTED, ALL RIBBON WINDOWS TO HAVE CONTINOUS BRICK ANGLE SUPPORT AT WINDOW HEAD RE: STRUC 6. ELEVATION NOTES AND ANNOTATIONS ARE ON ONLY ON ORTHOGONAL PORTIONS OF ELEVATION DRAWINGS 7. REFER TO A-502 THROUGH A-504 FOR WINDOW SCHEDULE TYPE 8. REFER TO ARCHITECTURAL PLANS (A-101a ; A-101b ; a-102a ; A-101b) AND WINDOW SCHDULE (A-502 THROUGH A-504) FOR WINDOW OPENING DIMENSIONS LEGEND 04 20 00.B81 04 20 00.B82 04 43 13.13.A00 07 42 13.16.A81 04 20 00.J11 04 20 00.D80 ANCHORED BRICK VENEER, BR-1 ( ) RE: ENLARGED BRICK DETAILS ANCHORED STONE VENEER ( ) RE: ENLARGED STONE DETAILS METAL PLATE WALL PANEL, MP-1 ( ) EJ BRICK EXPANSION JOINT IN MASONRY VENEER ( ) MASONRY LOOSE LINTELS ( ) ANCHORED BRICK VENEER, BR-2 ( ) RE: ENLARGED BRICK DETAILS L L DRAWING VIEW TRANSITION FROM ORTHOGANL TO OBLIQUE OR CURVED BRICK PATTERN FIELD LAYOUT STARTS WITH FULL UNIT AT THIS LOCATION WEEP AT HEAD JOINT. WEEPS TO BE SETBACK 1" FROM FACE OF BRICK WEEPS AT 2'-8" O.C. VERTICALLY, TYP. A B BRICK PATTERN FIELD / END WALL TYPE,RE: 14 / A-210 RECESSED STACK BOND BRICK AT WINDOW JAMBS, WHERE INDICATED. SCRATCH FINISH, PEWTER COLOR ONLY ( ) RECESSED SOLDIER COURSE BRICK AT WINDOW HEAD AND SILL, WHERE INDICATED, STANDARD 8" MODULE BRICK, SCRATCH FINISH, PEWTER COLOR ONLY ( ) 8" 1/3rd of 16" FULL UNIT 5 3/8" NOMINAL 04 20 00.B86 04 20 00.B07 C LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 6 LEVEL 2 115' - 4" 1 A-612 2 A-612 8 A-612 07 42 13.16.A81 05 70 00.E83 07 62 00.C81 22 00 00.B03 RA2 22 00 00.B04 08 44 29A.80 07 95 13.16.C81 07 95 13.16.C81 BEYOND 26 00 00.F02 07 62 00.C02 3' - 0" 3' - 2 5/8" 2"EQ EQ EQ 8' - 0" 8' - 8" 8' - 8" 6' - 8" 4' - 0" 8' - 8" 2' - 8" 6' - 0" 8' - 8" 2' - 0" 07 42 13.16.B81 ALIGN W/ NOTE: DIMENSIONS DEFINE 07 42 13.16.B81 LOCATIONS 5' - 10 1/8" 2 3/4" ALUM TRELLIS AT WALL CONNECTION 4 A-622 5.3 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 6 LEVEL 2 115' - 4" 2 A-612 4' - 5 3/8" 2' - 3 3/8" EJ 05 70 00.E83 04 20 00.B81 ALIGN WALL PENETRATION W/ BRICK EJ 08 44 13.B00 04 20 00.J11 5 A-622 ALUM. TRELLIS AT ENDWALL CONNECTION A 5.3 2' 4' 8' 16' 3/32" = 1'-0" A-202 SOUTHEAST ELEVATION - EAST ENTRY 5 2' 4' 8' 16' 3/32" = 1'-0" A-202 NORTHEAST ELEVATION 4 2' 4' 8' 16' 3/32" = 1'-0" A-202 SOUTHEAST ELEVATION 3 2' 4' 8' 16' 3/32" = 1'-0" A-202 NORTHWEST ELEVATION 1 2' 4' 8' 16' 3/32" = 1'-0" A-202 SOUTHWEST ELEVATION 6 A-202 OVERALL AXON - FROM NORTHEAST 8 SPEC NO. 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 04 20 00.B07 BRICK SOLDIER COURSE 04 20 00.B21 BRICK LEDGE 04 20 00.B81 BRICK VENEER, BR-1 04 20 00.B82 BRICK VENEER, BR-2 04 20 00.B83 RECESSED BRICK COURSE 04 20 00.B86 SOLID CORE CUT BRICK, STACK BOND 04 20 00.D80 MASONRY LOOSE LINTEL, RE: STRUCTURAL 04 20 00.J11 EXPANSION JOINT 04 20 10.A80 CMU BULL-NOSE SHAPE 04 43 13.13.A00 ANCHORED STONE VENEER 04 43 13.13.A80 ANCHORED STONE VENEER, RE: ENLARGED MASONRY DRAWINGS 05 70 00.E83 EXTRUDED ALUM TRELLIS 07 42 13.16.A81 METAL PLATE WALL PANEL, MP-1 07 42 13.16.B81 METAL PLATE WALL PANEL JOINT 07 62 00.C02 FASCIA PROFILE 07 62 00.C81 ALUMINUM FASCIA, PRE-FINISHED, WITH INTEGRATED GUTTER 07 72 00.A00 ROOF HATCH 07 95 13.16.C81 EJE-1 EXTERIOR EXPANSION JOINT WALL TO WALL 08 44 13.B00 CURTAIN WALL ANCHOR 08 44 29A.80 STRUCTURAL GLASS CANOPY 22 00 00.B03 DOWNSPOUT NOZZLE "LAMB'S TONGUE", RE: PLUMBING 22 00 00.B04 ROOF DRAIN PIPE IN BEYOND IN WALL ASSEMBLY, RE: PLUMBING 22 00 00.B80 ROOF AND OVERFLOW DRAINS, RE: PLUMBING 23 00 00.B08 EXHAUST VENT COVER, FINISH TO MATCH MTL PANEL RE: MECH 26 00 00.F02 LIGHTING FIXTURE, RE: ELEC COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. Site Submittal 04-10-18 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Belford Watkins Group LLC Architects K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative Platte River Power Authority - Headquarters Campus A-202 EXTERIOR ELEVATIONS 2000 East Horsetooth Road, Fort Collins, CO 80525 2' 4' 8' 16' 3/32" = 1'-0" A-202 ELEVATION TAGS SHOWING WALL ORTHOGONAL TO VIEW SOUTHEAST ELEVATION - MAIN ENTRY / TERRACE 7 2' 4' 8' 16' 3/32" = 1'-0" A-202 NORTHWEST ELEVATION - TERRACE 2 FOR REFERENCE ONLY - NOT TO BE USED FOR CONSTRUCTION B B B B B A B A A A 5 3/8" 14' - 8" RE: 4 / A-210 TYP OF 3 OF CURVE 1' - 4" TO START TRANSITION TO 12" NORMAN BRICK TURNED BRICK 1' - 0" TO START RE: 3 / A-611 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 5 4 3 2 1 16 15 14 LEVEL 2 115' - 4" 5 A-618 CURVE ORTHOGONAL 1 A-301 2 A-301 7 A-618 1 A-619 2 A-619 A-618 1 CONCAVE 04 20 00.B81 04 20 00.B82 04 20 00.B83 04 20 00.B82 SF-31 SF-30 SF-19 SF-32 CW-19 TYPICAL OF 16 SF-35 1.3 SF-33 16.1 EJEJ EJ EJ EJ 8" 04 20 00.B21 03 30 00.B00 L L L L 27' - 9 3/8" 26' - 8" EJ 3' - 6 5/8" 14' - 8" EJ 24' - 0" B 5' - 4" 8' - 6 5/8" 6' - 1 3/8" 1' - 4 5/8" A B B B B B B B B B B B B B B A A A A A 9' - 4 3/8" 18' - 5" 6' - 5" 20' - 3" 4' - 7" 19' - 5" 5' - 4" 2 5/8" CUT BRICK KEYNOTES GENERAL NOTES 1. REFER TO ENLARGED MASONRY DRAWINGS FOR BRICK DETAILING AT EXTERIOR WALL CURVES 2. REFER TO WALL SECTIONS AND ENLARGED ELEVATIONS FOR ADDITIONAL INFORMATION AND MATERIAL NOTES 3. REFER TO A-210 FOR BRICK PATTERNING AT CONVEX CURVES 4. REFER TO WALL SECTIONS AND DETAILS FOR PARAPET CONDITIONS 5. UNLESS OTHERWISE NOTED, ALL RIBBON WINDOWS TO HAVE CONTINOUS BRICK ANGLE SUPPORT AT WINDOW HEAD RE: STRUC 6. ELEVATION NOTES AND ANNOTATIONS ARE ON ONLY ON ORTHOGONAL PORTIONS OF ELEVATION DRAWINGS 7. REFER TO A-502 THROUGH A-504 FOR WINDOW SCHEDULE TYPE 8. REFER TO ARCHITECTURAL PLANS (A-101a ; A-101b ; a-102a ; A-101b) AND WINDOW SCHDULE (A-502 THROUGH A-504) FOR WINDOW OPENING DIMENSIONS LEGEND PLAN KEY ANCHORED BRICK VENEER, BR-1 ( ) RE: ENLARGED BRICK DETAILS ANCHORED STONE VENEER ( ) RE: ENLARGED STONE DETAILS METAL PLATE WALL PANEL, MP-1 ( ) EJ BRICK EXPANSION JOINT IN MASONRY VENEER ( ) MASONRY LOOSE LINTELS ( ) 04 20 00.B81 ANCHORED BRICK VENEER, BR-2 ( ) RE: ENLARGED BRICK DETAILS 04 20 00.B82 04 43 13.13.A00 07 42 13.16.A81 L L DRAWING VIEW TRANSITION FROM ORTHOGONAL TO OBLIQUE OR CURVED 04 20 00.J11 04 20 00.D80 BRICK PATTERN FIELD LAYOUT STARTS WITH FULL UNIT AT THIS LOCATION WEEP AT HEAD JOINT. WEEPS TO BE SETBACK 1" FROM FACE OF BRICK WEEPS AT 2'-8" O.C. VERTICALLY, TYP. A B BRICK PATTERN FIELD / END WALL TYPE, RE: 14 / A-210 RECESSED STACK BOND BRICK AT WINDOW JAMBS, WHERE INDICATED. SCRATCH FINISH, PEWTER COLOR ONLY ( ) RECESSED SOLDIER COURSE BRICK AT WINDOW HEAD AND SILL, WHERE INDICATED, STANDARD 8" MODULE BRICK, SCRATCH FINISH, PEWTER COLOR ONLY ( ) 8" 1/3rd of 16" FULL UNIT 5 3/8" NOMINAL 04 20 00.B07 04 20 00.B86 C LEVEL 1 100' - 0" T.O. MAS. 132' - 0" M C B L K A LEVEL 2 115' - 4" ORTHOGONAL 2 A-614 3 A-614 6 A-614 7 A-614 04 43 13.13.A80 04 20 00.B82 04 20 00.B82 SF-13 SF-14 CW-11 CW-12 BEYOND EJEJ 4' - 8" 4' - 0" 20' - 0" 5' - 4" 04 20 00.B21 8" 03 30 00.B00 1S3 B B B C 24' - 0" , RE: 4 / A-210 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" A B C M LEVEL 2 115' - 4" T.O. ROOF DECK HPT 130' - 6" ORTHOGONAL 3 A-619 4 A-619 6 A-618 04 20 00.B81 04 20 00.B82 04 20 00.B82 SF-31b TYPICAL OF 3 SF-36 CW-20 CW-21 SF-34 07 42 13.16.A81 TYP OF 3 AROUND CORNER 1C8A 19' - 4" 6' - 8" 2' - 0" 4' - 0" EJ 04 20 00.B21 8" 03 30 00.B00 L L L L 04 20 00.D80 TYPICAL OF 2 EJ B B B B B C 21' - 4" 04 20 00.B83 04 20 00.B82 A-201 2 A-201 1 A-201 4 A-201 3 = WALLS ORTHOGONAL TO VIEW A-201 6 A-201 1 A-201 3 A-201 4 A-201 1 A-201 2 A-201 6 A-201 7 A-201 7 LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 16 15 14 LEVEL 2 115' - 4" ORTHOGONAL CURVE CONVEX 3 A-301 8 A-614 04 20 00.B81 RE: 2 / A-210 04 20 00.B82 9 A-614 26 00 00.F04 26 00 00.F04 FIXTURE 10" B.O. CW-13 SF-18 22 00 00.G80 108' - 8" 16.1 08 91 19.F01 08 91 19.F01 26 00 00.F04 110' - 8" SF-16 150A EJ EJ 04 20 00.B81 03 30 00.B00 TO INTAKE LOUVRES 10' - 8" 1' - 4" 25' - 4" B B A 25' - 4" ALIGN 5 3/8" TO START OF CURVE TURNED BRICK 1' - 0" TO START EJ TRANSITION TO 12" RE: ENLARGED FLR PLANS NORMAN BRICK RE: 3 / A-611 RE: 3 / A-615 B 04 20 00.B82 22 00 00.B80 07 72 00.A00 TYP, LEVEL 1 100' - 0" T.O. MAS. 132' - 0" 1 LEVEL 2 115' - 4" 04 20 00.B82 B 2' 4' 8' 16' 3/32" = 1'-0" A-201 SOUTH ELEVATION 1 2' 4' 8' 16' 3/32" = 1'-0" A-201 NORTH ELEVATION 2 2' 4' 8' 16' 3/32" = 1'-0" A-201 EAST ELEVATION 3 2' 4' 8' 16' 3/32" = 1'-0" A-201 WEST ELEVATION 4 2' 4' 8' 16' 3/32" = 1'-0" A-201 NORTH ELEVATION EAST ENTRY 6 A-201 OVERALL AXON - FROM SOUTH WEST 8 COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BELFORD WATKINS GROUP ARCHITECTS. Site Submittal 04-10-18 Issue Project Number: Drawn By: Reviewed By: Approved By: Date: Owner Platte River Power Authority 2000 East Horsetooth Road Fort Collins, Colorado Phone: 970.226.4000 Belford Watkins Group Architects, LLC 425 West Mulberry Street Fort Collins, CO, 80521 Telephone: 970-407-0070 E-mail: don@bwgarch.com E-mail: mark@bwgarch.com Architect of Record Anderson Mason Dale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 Telephone: 303-294-9448 E-mail: dpfeifer@amdarchitects.com Design Architect JVA, Inc. 1319 Spruce Street Boulder, CO, 80302 Telephone: 303-444-1951 E-mail: tsoell@jvajva.com Email: scarpenter@jvajva.com Structural Engineer Professional Engineering Consultants, P.A. 420 Linden St. Suite 110 Ft. Collins, CO 80524 Telephone: 970-232-9558 E-mail: Chad.Hayes@pec1.com E-mail: adam.rubin@pec1.com Mechanical, Electrical, Plumbing Engineer United Civil Design Group, LLC 1501 Academy Court, Suite 203 Fort Collins, CO 80524 Telephone: 970-530-4044 E-mail: kevin.brazelton@UnitedCivil.com Civil Engineer BHA Design, Inc. 1603 Oakridge Drive Fort Collins, Co 80525 Telephone: 970-223-7577 E-mail: amilewski@bhadesign.com Landscape Architect BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Technology Engineer Institute for the Built Environment, Colorado State University 1501 Campus Delivery Fort Collins, CO 80523-1501 Telephone: 970-491-5041 E-mail: Josie.Plaut@ColoState.EDU Sustainability Group 14 Engineering 1325 East 16th Avenue Denver, CO 80218 Telephone: 303-861-2070 E-mail: sreilly@group14eng.com Energy Modeling FCI Constructors, Inc. 4015 Coriolis Way Frederick, CO, 80504 Telephone: 970-535-4725 E-mail: srademacher@fciol.com General Contractor Belford Watkins Group LLC Architects K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Wm T. Welch Co, LLC 1315 Oakridge Dr., Suite 100 Fort Collins, CO 80525 Telephone: 970-215-4099 E-mail: wwelch@wmtwelch.com Owner's Representative Platte River Power Authority - Headquarters Campus A-201 EXTERIOR ELEVATIONS 2000 East Horsetooth Road, Fort Collins, CO 80525 SPEC NO. 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 04 20 00.B07 BRICK SOLDIER COURSE 04 20 00.B21 BRICK LEDGE 04 20 00.B81 BRICK VENEER, BR-1 04 20 00.B82 BRICK VENEER, BR-2 04 20 00.B83 RECESSED BRICK COURSE 04 20 00.B86 SOLID CORE CUT BRICK, STACK BOND 04 20 00.D80 MASONRY LOOSE LINTEL, RE: STRUCTURAL 04 20 00.J11 EXPANSION JOINT 04 43 13.13.A00 ANCHORED STONE VENEER 04 43 13.13.A80 ANCHORED STONE VENEER, RE: ENLARGED MASONRY DRAWINGS 07 42 13.16.A81 METAL PLATE WALL PANEL, MP-1 07 72 00.A00 ROOF HATCH 08 44 23.D80 1/4" VERTICAL ALUMINUM CURTAIN WALL BRACKET 08 91 19.F01 BLANK-OFF PANEL 22 00 00.B80 ROOF AND OVERFLOW DRAINS, RE: PLUMBING 22 00 00.G80 GAS METER, RE: PLUMBING AND CIVIL 26 00 00.F04 WALL MOUNTED LIGHT FIXTURE, RE: ELEC ELEVATION TAGS SHOWING ELEVATIONS ORTHOGONAL TO VIEW 2' 4' 8' 16' 3/32" = 1'-0" A-201 SOUTH ELEVATION AT BREEZEWAY ENTRY 7 FOR REFERENCE ONLY - NOT TO BE USED FOR CONSTRUCTION