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HomeMy WebLinkAboutPLATTE RIVER POWER AUTHORITY CAMPUS - FDP - FDP180004 - SUBMITTAL DOCUMENTS - ROUND 1 - 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 05 51 19.A80 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 07 42 13.19.B80 1.3 CW-9 07 42 13.19.B80 05 52 13.A80 07 42 13.19.B80 08 44 23.D80, TYP OF 15 08 44 23.D80 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" BEYOND 8" 19' - 4" 8" 19' - 4" 8" 4' - 0" 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-003 14 A-003 15 A-003 6 A-003 5 GENERATOR - RE: ELEC. DRAWINGS GENERATOR - RE: ELEC. DRAWINGS GENERATOR - RE: ELEC. DRAWINGS TRASH COMPACTOR TRASH TRASH MECH. EQUIP. - RE: MECH. DRAWINGS MECH. EQUIP. - RE: MECH. DRAWINGS 5'-4" 34'-8" 22'-0" 27'-4" 26'-2" +/- 14'-0" 9'-4" 11 A�003 32'-4" 16 A�003 8" 4'-0" 8" 05 12 00.A04 (6"x6" GATE POST - FILL W/ CONC., TYP.) 05 12 00.A04 (6"x6" GATE POST - FILL W/ CONC., TYP.) 39'-7 11/16" 16 A�003 8'-0" 04 20 00.B03 04 20 10.A02 07 62 00.B00 04 20 10.A02 04 20 00.N02 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) 05 21 00.A02 (2-1/2"x2-1/2"x3/8" TO MAKE RECTANGULAR GATE FRAME) 13 34 19.A02 GA GB GC GD GE GF GG GH GI GJ GK GL GM GN 8 AO-204 03 30 00.B00 13 34 19.A01 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. G103 G105 T.O. BENT 115' - 6" G104 G107 G108 G109 G110 G114 G113 G112 G115 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 GNGMGLGKGJGIGHGGGFGEGDGCGBGA T.O.BENT 113' - 6" 8 AO-204 13 34 19.A01 SKIRT 101' - 4" SUB. GAR. T.O. SLAB 100' - 0" 13 34 19.A01 13 34 19.A02 13 34 19.A01 08 45 13.A00 BC BB BA 1 5204 AO- AO-204 B.O. FDN 97' - 4" BD T.O. SLAB 100' - 0" MKMG MJ MI MH MF 03 30 00.B00 08 45 13.A00 03 30 00.B00 05 50 00.A01 OPEN OPEN OPEN OPEN 9 AO-204 M101B M103B MG.2 05 50 00.A26 05 50 00.A26 MS SKIRT 101' - 4" M103H M103G M103F M104D 17' - 0" 26 00 00.F02 05 50 00.A26 03 30 00.B00 TYP 13 34 19.A10 B.O. FDN 97' - 4" T.O. SLAB 100' - 0" M1M5 13 34 19.A02 05 50 00.A26 05 50 00.A26 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" 17' - 0" T.O.BENT 113' - 6" T.O. SLAB 100' - 0" B.O. FDN. 97' - 4" 9 AO-602 16 AO-602 M5 M1 13 34 19.A00 M104A SJ SI SH SG SF SE SD SC SB 5 AO-203 7 AO-204 HEEL 1 - FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" SK SMSL 13 34 19.A01 T.O. SLAB - FLT. PRKG. 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL 2 - FLT. PRKG. A 115' - 6" 1 13603 34 19.A10 AO- 13 34 19.A10 13 34 19.A10 13 34 19.A00 13 34 19.A00 13 34 19.A00 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 SBSCSDSESFSGSHSISJ 5 AO-203 7 AO-204 13 34 19.A01 13 34 19.A02 HEEL 1 - 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. SLAB - FLT. PRKG. 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL 2 - FLT. PRKG. A 115' - 6" 1 AO-603 13 34 19.A11 13 34 19.A11 5 ME BC BB BA OPEN OPEN OPEN OPEN 03 30 00.G00 MFBD 13 34 19.A12 T.O. SLAB - FLT. PRKG. 100' - 0" AO-603 13 GA GB GC GD GE GF GG GH GI GJ GK GL GM GN 8 AO-204 SKIRT 101' - 4" ME SUB. GAR. T.O. SLAB 100' - 0" B.O. FDN 97' - 4" 13 34 19.A12 03 30 00.A00 03 30 00.A00 03 30 00.A00 13 34 19.A12 AO-601 1 T.O. SLAB 100' - 0" B.O. FDN. 97' - 4" 06 64 00.A00 06 16 00.A00 13 34019.A80 13 34 19.A02 13 34 19.A12 TYP SHEATHING-PT 12' - 0" LINER PANEL 15' - 6" T.O.BENT 113' - 6" SKIRT 101' - 4" G1 G2 SUB. GAR. T.O. SLAB 100' - 0" B.O. FDN 97' - 4" 13 34 19.A01 08 45 13.A00 03 30 00.A00 AO-601 13 13 34 19.A11 13 34 19.A02 04 20 00.B00 03 30 00.C00 03 30 00.G00 G102 120' - 1" FIRST LEVEL 100' - 0" LOW SIDE - T.O.S. 122' - 0" HIGH SIDE - T.O.S. 126' - 6" 22 40 00.L 22 40 00.M WF WA 05 50 00.A81 SECOND LEVEL 111' - 8" SF-41 SF-42 SP-6 FIRST LEVEL 100' - 0" LOW SIDE - T.O.S. 122' - 0" 05 50 00.A81 W7W1 W6 W5 W4 W3 W2 SF-44 SF-44 SF-44 05 50 00.A81 1 AO-604 2 AO-604 SECOND LEVEL 111' - 8" SF-4543 SF-46SF- SP-7 SP-8 FIRST LEVEL 100' - 0" LOW SIDE - T.O.S. 122' - 0" HIGH SIDE - T.O.S. 126' - 6" 4 AO-604 05 51 19.A80 22 40 00.M W1W2W3W4W5W6 W7 05 50 00.A81 22 40 00.M 22 40 00.L 08 45 00.A SECOND LEVEL 111' - 8" SP-5 SF-40 1 AO-608 1 AO-610 FIRST LEVEL 100' - 0" LEVEL 2 111' - 8" LOW SIDE - T.O.S. 122' - 0" 22 40 00.M 05 51 19.A80 22 40 00.L 05 50 00.A81 3 AO-604 SECOND LEVEL 111' - 8" SF-47 SP-4 AO-608 1 KEY NOTES GENERAL NOTES 1. THIS SET IS NOT FOR CONSTRUCTION 2. ALL WORKNOTES ARE TO WORK IN CONCERT WITH PRELIMINARY PROJECT DESCRIPTION (PPD). REFER TO PPD FOR FURTHER MATERIAL AND BASIS OF DESIGN PRODUCT INFORMATION. LEGEND METAL ROOF PANEL DARK BRONZE ANNODIZED ALUMINUM PANEL STRUCTURED POLYCARBONATE PANEL BOARD FORMED CONCRETE METAL WALL PANEL COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER W ITHOUT THE WRITTEN PERMISSION OF BELFORD W ATKINS 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 Construction Drawings Progress 01-05-18 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 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 2'16' 4' 8' 1/2058" = 1'-0" AO- WAREHOUSE EAST ELEVATION 1 2'16' 4' 8' 1/2058" = 1'-0" AO- WAREHOUSE NORTH ELEVATION 2 2'16' 4' 8' 1/2058" = 1'-0" AO- WAREHOUSE SOUTH ELEVATION 3 2'16' 4' 8' 1/2058" = 1'-0" AO- WAREHOUSE WEST ELEVATION 4 05 50 00.A81 CONCRETE FILLED STEEL BOLLARD, PAINTED 05 51 19.A80 METAL GRATING STAIR ASSEMBLY WITH BAR GRATE TREAD AND LANDING 08 45 00.A 22 40 00.L 22 40 00.M 13 34 19.A80 03 30 00.C00 08 11 13.A00 13 34 19.A02 06 16 00.A00 AO-603 6 S1S2S3 13 34 19.A12 13 34 19.A09 13 34 19.A01 HEEL 1 - FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" SKIRT FLT. PRKG. A 101' - 4" HEEL 2 - FLT. PRKG. A 115' - 6" 12 2 AO-603 7 2 AO-603 F101 13 34 19.A00 B.O. FDN 97' - 4" 9 AO-602 AO-602 13 M1M5 03 30 00.A00 M104B MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" MS T.O.SLAB 100' - 0" 12 2 13 34 19.A02 08 36 13.A02 03 30 00.C00 08 45 13.A00 13 34 19.A02 B.O. FDN 97' - 4" AO-602 1 AO-602 5 M1M5 13 34 19.A02 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" MS T.O.SLAB 100' - 0" 12 2 B.O. FDN 97' - 4" 16 AO-602 M1M5 M104 WASH BAY 10" BATT INSUL. OVER CONC. PLANK ROOF ASSEMBLY FOR WASH BAY M104 13 M104A 05 50 00.A26 05 50 00.A26 08 45 13.A00 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" MS T.O.SLAB 100' - 0" 04 20 10.A00 08 36 13.A02 10 1/8" COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER W ITHOUT THE WRITTEN PERMISSION OF BELFORD W ATKINS 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 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 P�atte River P�wer Auth�rity � �ew HQ Ca�pus A��204 SECTI��S 2000 East H�rset��th Rd� F�rt C���i�s� C� 80525 1'8' 2' 4' 1/2048" = 1'-0" AO- ELEVATION - FLEET PARKING GARAGE B 2 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 03 30 00.A00 CAST-IN-PLACE CONCRETE RE: STRUC 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 03 30 00.C00 CONCRETE SLAB RE: STRUC 03 30 00.G00 SUB BASE MATERIAL 04 20 00.B00 BRICK 04 20 10.A00 REINFORCED UNIT MASONRY, RE: STRUC 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.A09 METAL BUILDING EAVE 13 34 19.A11 GUTTER OR DOWNSPOUT 13 34 19.A12 PURLIN OR GIRT 1'8' 2' 4' 1/2048" = 1'-0" AO- BUILDING SECTION - SUBSTATION GARAGE 4 1'8' 2' 4' 1/2048" = 1'-0" AO- 8 BUILDING SECTION - SUB. GARAGE AT MAN DOOR 1'8' 2' 4' 1/2048" = 1'-0" AO- BUILDING SECTION - FLEET PARKING GARAGE A 7 1'8' 2' 4' 1/2048" = 1'-0" AO- BUILDING SECTION - MAINTENANCE SHOP 1 1'8' 2' 4' 1/2048" = 1'-0" AO- BUILDING SECTION - MAINTENANCE SHOP 5 1'8' 2' 4' 1/2048" = 1'-0" AO- BUILDING SECTION - WASH BAY 9 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 1 - FLT. PRKG. A 113' - 4" B.O. FDN. 97' - 4" 9 AO-603 T.O. SLAB - FLT. PRKG. 100' - 0" SKIRT FLT. PRKG. A 101' - 4" 12 2 2 AO-603 13 34 19.A09 13 34 19.A02 13B00 34 19.A11 03 30 00. 26 00 00.F02 13 34 19.A11 S1S2S3 13 34 19.A09 B.O. FDN. 97' - 4" 13 34 19.A01 13 34 19.A02 T.O. SLAB - FLT. PRKG. 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL 2 - FLT. PRKG. A 115' - 6" 2 AO-603 F101 S2S3 03 30 00.A00 13 34 19.A00 13 34 19.A09 2" / 12" HEEL 1 - FLT. PRKG. A 113' - 4" T.O. SLAB - FLT. PRKG. 100' - 0" SKIRT FLT. PRKG. A 101' - 4" 13 34 19.A12 13 34 19.A10 S1 T.O. SLAB - FLT. PRKG. 100' - 0" SKIRT FLT. PRKG. A 101' - 4" HEEL 2 - FLT. PRKG. A 115' - 6" COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER W ITHOUT THE WRITTEN PERMISSION OF BELFORD W ATKINS 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 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 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 1'8' 2' 4' 1/2038" = 1'-0" AO- FLEET PARKING GARAGE A - EAST 1 1'8' 2' 4' 1/2038" = 1'-0" AO- FLEET PARKING GARAGE A - WEST 2 KEYNOTE LEGEND KEY VALUE 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 26 00 00.F02 LIGHTING FIXTURE, RE: ELEC 26 00 00.F81 WALL OUTLET 1'8' 2' 4' 1/2038" = 1'-0" AO- FLEET PARKING GARAGE A - NORTH 3 1'8' 2' 4' 1/2038" = 1'-0" AO- FLEET PARKING GARAGE A - SOUTH 4 1'8' 2' 4' 1/2038" = 1'-0" AO- FLEET PARKING GARAGE A 5 AO-203 FLEET PARKING GARAGE A - SOUTH 7 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" 12 2 13 34 19.A01 08 11 13.A00 BABBBCME 1 AO-204 5 AO-204 B.O. FDN 97' - 4" BD MFMK MGMHMIMJ 03 30 00.B00 13 34 19.A02 OPEN OPEN OPEN OPEN 13 34 19.A01 M103A M101A 9 AO-204 26 00 00.F02 MG.2 MS SKIRT 101' - 4" MS T.O.BENT 116' - 0" MS T.O.SLAB 100' - 0" 13 34 19.A01 03 30 00.C00 13 34 19.A02 08 36 13.A02 13 34 19.A11 26 00 00.F02 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 M101C M103C M103D M103E M104C 13 34 19.A00 13 34 19.A00 26 00 00.F02 26 00 00.F02 05 50 00.A26 05 50 00.A26 M4 M2 16 AO-602 M5 M1 13 34 19.A12 03 30 00.B00 T.O. SLAB - FLT. PRKG. 100' - 0" 12 2 13 34 19.A02 13 34 19.A11 05 50 00.A26 26 00 00.F02 COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER W ITHOUT THE WRITTEN PERMISSION OF BELFORD W ATKINS 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 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 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 1'8' 2' 4' 1/2028" = 1'-0" AO- MAINTENANCE SHOP - EAST 1 1'8' 2' 4' 1/2028" = 1'-0" AO- MAINTENANCE SHOP - SOUTH 5 1'8' 2' 4' 1/2028" = 1'-0" AO- 4 SECTION - MAINTENANCE SHOP & FLEET PARKING GARAGE B - NORTH 1'8' 2' 4' 1/2028" = 1'-0" AO- MAINTENANCE SHOP - WEST 2 KEYNOTE LEGEND KEY VALUE 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 1'8' 2' 4' 1/2028" = 1'-0" AO- FLEET PARKING GARAGE B - NORTH 3 13 34 19.A12 13 34 19.A02 03 30 00.B00 03 30 00.B00 17 AO-601 26 00 00.F02 4 AO-605 SKIRT 101' - 4" G1 G2 SUB. GAR. T.O. SLAB 100' - 0" 13 34 19.A02 4 AO-204 03 30 00.B00 13 34 19.A09 T.O. BENT 115' - 6" 12 2 T.O.BENT 113' - 6" SKIRT 101' - 4" G2G1 SUB. GAR. T.O. SLAB 100' - 0" 13 34 19.A09 4 AO-204 13 34 19.A02 (DRUM STOR. SCREEN WALL) G102 13 34 19.A11 COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER W ITHOUT THE WRITTEN PERMISSION OF BELFORD W ATKINS 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 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 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 1'8' 2' 4' 1/2018" = 1'-0" AO- SUBSTATION GARAGE WEST ELEVATION 1 1'8' 2' 4' 1/2018" = 1'-0" AO- SUBSTATION GARAGE EAST ELEVATION 2 1'8' 2' 4' 1/2018" = 1'-0" AO- SUBSTATION GARAGE SOUTH ELEVATION 3 1'8' 2' 4' 1/2018" = 1'-0" AO- SUBSTATION GARAGE NORTH ELEVATION 4 12 2 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 03 30 00.B00 CONCRETE FOUNDATION RE: STRUC 05 12 00.A06 STEEL CHANNEL, RE: STRUC 05 50 00.A26 METAL BOLLARD 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 13 34 19.A12 PURLIN OR GIRT 26 00 00.F02 LIGHTING FIXTURE, RE: ELEC 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) 03 30 00.B00 WALL BEYOND 05 12 00.A04 13 34 19.A12 06 10 53.B01 13 34 19.A10 13 34 19.A02 32 13 00.A 03 30 00.C KEYNOTE 13 34 19.A12 DUMPSTER BY OWNER DUMPSTER BY OWNER 17 A�003 19'-7" 10'-9 1/2" 13 34 19.A10 13 34 19.A10 32 13 00.A COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2018. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER W ITHOUT THE WRITTEN PERMISSION OF BELFORD W ATKINS 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 Set 75% Progress 02-08-18 K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer P�atte River P�wer Auth�rity �ew HQ Ca�pus A�003 E��ARGED P�A�S & DETAI�S 2000 East H�rset��th F�rt C���i�s� C� 80525 1/8" = 1'-0" A-003 ENLARGED PLAN - TRASH ENCLOSURE 1 1/8" = 1'-0" A-003 ENLARGED13 PLAN - WEST SECURITY GATE 1/8" = 1'-0" A-003 ENLARGED PLAN - NORTH SECURITY GATE 3 1/8" = 1'-0" A-003 NORTHWEST14 ELEVATION 1/8" = 1'-0" A-003 SE15 ELEVATION 1/8" = 1'-0" A-003 WEST ELEVATION 5 1/8" = 1'-0" A-003 NORTHEAST ELEVATION 6 1/2" = 1'-0" A-003 WALL11 SECTION TRASH 1" = 1'-0" A-003 DETAIL16 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 03 30 00.C KEYNOTE 04 20 00.B03 FACE BRICK 04 20 00.N02 FLEXIBLE THROUGH-WALL FLASHING 04 20 00.T00 AIR CAVITY 04 20 10.A02 BOND BEAM, RE: STRUC 05 12 00.A04 HOLLOW STRUCTURAL STEEL 05 40 00.A00 FURRING CHANNEL 06 10 53.B01 WOOD BLOCKING 07 21 00.B80 3" (XPS-1) BOARD INSULATION AROUND ENTIRE GRADE BEAM AS SHOWN 07 53 23.A01 FULLY-ADHERED EPDM ROOFING 07 53 23.B03 POLYISOCYANURATE BOARD INSULATION 07 62 00.B00 COPING 07 62 00.B04 METAL COPING 08 80 00.A01 HEAT STRENGTHENED GLASS 09 22 00.A 09 29 00.A 09 29 00.C 09 91 00.A 13 34 19.A02 METAL WALL PANEL 13 34 19.A10 METAL BUILDING FLASHING OR CLOSURE 13 34 19.A12 PURLIN OR GIRT 32 13 00.A DUMPSTER BY OWNER 1/2" = 1'-0" A-003 SECTION17 - SCREEN WALL 1/4" = 1'-0" A-003 ENLARGED PLAN - SCREEN ENCLOSURE 2 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 05 51 19.A80 6 A-615 D1 CW-14 CW-15 CW-18 SF-21 SF-22 SF-23 05 52 13.A80 L L 04 20 00.D80 BEYOND 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 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 CW-7 CW-9 07 42 13.19.B80 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 3 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-10 155A 156A 1C9A 8 3/8" 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 ORTHOGONAL CURVE 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 26 00 00.E80 07 42 13.16.A81 26 00 00.E80 SF-25 05 52 13.A80 05 51 19.A80 BEYOND 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" 1' - 4" 9' - 4" 23 00 00.B04 6' - 8" 1' - 4" 23 00 00.B04 1' - 4" 1' - 4" 23 00 00.B04 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 CW-6 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 05 51 19.A80 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/ 05 12 00.C01 NOTE: DIMENSIONS DEFINE 07 42 13.16.B81 LOCATIONS 5' - 10 1/8" 2 3/4" 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 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 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 04 43 13.13.A00 ANCHORED STONE VENEER 04 43 13.13.A80 ANCHORED STONE VENEER, RE: ENLARGED MASONRY DRAWINGS 05 12 00.C01 STEEL ANCHOR, RE: STRUC 05 51 19.A80 METAL GRATING STAIR ASSEMBLY WITH BAR GRATE TREAD AND LANDING 05 52 13.A80 PIPE AND TUBE RAILING 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 42 13.19.B80 HONEYCOMB-CORE METAL PANEL 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 SHEEP'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.B04 EXTRUDED ALUMINUM VENT / AIR IN-TAKE, RE: MECH, FINISH CHOSEN FROM STANDARD MFR COLORS 26 00 00.E80 HEAT TRACE, RE: ELEC 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. 100% Schematic Design 05-01-17 Issue Project Number: Drawn By: Reviewed By: Approved By: 16-007 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 100% Design Development 11-21-17 GMP Set 02-08-18 K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Platte River Power Authority - Headquarters Campus A-202 EXTERIOR ELEVATIONS 2000 East Horsetooth Road, Fort Collins, CO 80525 AMD 2' 4' 8' 16' 3/32" = 1'-0" A-202 SOUTHEAST ELEVATION - MAIN ENTRY / TERRACE 7 ELEVATION TAGS SHOWING WALL ORTHOGONAL TO VIEW 2' 4' 8' 16' 3/32" = 1'-0" A-202 NORTHWEST ELEVATION - TERRACE 2 EJ AT TERMINUS OF CURVE EJ 22' - 8" 20' - 0" 20' - 0" B B A B B B B B A B A A A 5 3/8" 14' - 8" 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 CW-10 SF-14 CW-11 CW-12 07 42 13.19.B80 05 51 19.A80 05 52 13.A80 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" 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 05 51 19.A80 BEYOND SF-31b TYPICAL OF 3 SF-36 CW-20 CW-21 SF-34 05 52 13.A80 07 42 13.16.A81 08 44 23.D80 TYP OF 3 08 44 23.D80 AROUND CORNER 07 42 13.19.B80 07 42 13.19.B80 07 42 13.19.B80 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" 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 G. METER 6' - 4" MIN 03 30 00.B00 TO INTAKE LOUVRES 10' - 8" 1' - 4" 25' - 4" B B A 25' - 4" ALIGN 05 51 19.A80 05 52 13.A80 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. 100% Schematic Design 05-01-17 Issue Project Number: Drawn By: Reviewed By: Approved By: 16-007 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 Evans Consoles Corporation 1616 27th Ave NE Calgary, Alberta, T2E 8W4, Canada Telephone: 403-717-3084 E-mail: kknox@evansonline.com Control Room Designer 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 100% Design Development 11-21-17 GMP Set 02-08-18 K2 5777 Central Avenue, Suite 225 Boulder, CO 80301 Telephone: 303-865-5500 E-mail: ted@k2avt.com Acoustic Engineer Platte River Power Authority - Headquarters Campus A-201 EXTERIOR ELEVATIONS 2000 East Horsetooth Road, Fort Collins, CO 80525 AMD 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 05 51 19.A80 METAL GRATING STAIR ASSEMBLY WITH BAR GRATE TREAD AND LANDING 05 52 13.A80 PIPE AND TUBE RAILING 07 42 13.16.A81 METAL PLATE WALL PANEL, MP-1 07 42 13.19.B80 HONEYCOMB-CORE METAL PANEL 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