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HomeMy WebLinkAboutPLATTE RIVER POWER AUTHORITY CAMPUS - PDP - PDP170040 - SUBMITTAL DOCUMENTS - ROUND 1 - ELEVATIONSLEVEL 1 100' - 0" T.O. MAS. 130' - 0" 1 2 3 4 5 14 15 16 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 7 A-619 ORTHOGONAL ORTHOGONAL ORTHOGONAL ORTHOGONAL CURVE (CONVEX) 1 A-301 2 A-301 3 A-301 1 A-614 5 A-614 6 5 A-619 A-619 CURVE CURVE CONCAVE 509 402 402 403 503 823 822 713 821 RE: 1 / A-210 04 20 00.B81 04 20 00.B81 04 20 00.B82 713 713 713 713 713 821 822 823 820 503 503 9 A-614 820 503 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" 11 12 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 2 A-616 402 713 713 822 821 823 824 EQ EQ ALIGN 04 20 00.B82 26 00 00.F04 SF-20 SF-20 CW-15 11.9 A-202 1 A-202 2 A-202 5 A-202 3 = WALLS ORTHOGONAL TO VIEW A-202 4 A-202 2 A-202 1 A-202 3 A-202 4 A-202 5 A-202 6 A-202 6 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" J H G F2 F E D LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" LEVEL 1 100' - 0" ROOF 114' - 8" 807 8 A-142 523 524 306 2206 2203 2206 2601 LEVEL 1 100' - 0" ROOF 114' - 8" 8 A-142 808 305 523 ROOF 114' - 8" 2206 2203 305 808 LEVEL 1 100' - 0" ROOF 114' - 8" 523 524 305 808 306 2203 2206 RA3 2601 WORK 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 DARK BRONZE ANNODIZED ALUMINUM PANEL TRANSLUSCENT PLASTIC PANEL BOARD FORMED CONCRETE METAL ROOF A-142 2 A-142 1 A-142 7 A-142 6 8 A-142 1001 3214 306 3214 3213 305 GA GB GC GD GE GF GG GH GI GJ GK GL GM GN 8 AO-301 08 71 00.B 08 71 00.A 08 71 00.A SKIRT - MS 101' - 4" GAR. T.O.SLAB 100' - 0" B.O. FDN - MS 97' - 0" 808 808 4 AO-601 13 34 19.A 6' - 10" 08 36 13.A 08 36 13.A 08 36 13.A 13 34 19.A 03 30 00.A 03 30 00.A 13 34 19.A 08 60 45.A 13 34 19.E 03 30 00.A 1' - 2" 12' - 2" TYP. 26 51 00.A G101 LEVEL 1 100' - 0" ROOF 114' - 8" GN GM GL GK GJ GI GH GG GF GE GD GC GB GA GAR. HEEL HT. 113' - 4" 8 AO-301 08 71 00.A 08 60 45.A GAR. T.O.SLAB 100' - 0" 13 34 19.D 13 34 19.A 08 60 45.A 13 34 19.D 13 34 19.E 13 34 19.A ? ? 08 11 13.A 4 AO-601 G102 26 51 00.A LEVEL 1 100' - 0" ROOF 114' - 8" GAR. HEEL HT. GAR. HEEL HT. 113' - 4" SKIRT - MS 101' - 4" 808 BC BB BA GAR. T.O.SLAB 100' - 0" B.O. FDN - MS 97' - 0" BD HEEL HT. - MS 116' - 0" MK MJ MI MH MG MF B.O. FDN. - V. STOR. B 101' - 4" 13 34 19.A 03 30 00.A 08 11 13.A 08 11 13.A 13 34 19.E 08 60 45.A 13 34 19.A 03 30 00.A 13 34 19.E 05 12 00.A OPEN OPEN OPEN OPEN 26 51 00.A LEVEL 1 100' - 0" ROOF 114' - 8" SKIRT - MS 101' - 4" M2 M4 B.O. FDN - MS 97' - 0" HEEL HT. - MS 116' - 0" M1 M5 08 60 45.A 13 34 19.A 03 30 00.A 13 34 19.E LEVEL 1 100' - 0" ROOF 114' - 8" GAR. HEEL HT. 113' - 4" SKIRT - MS 101' - 4" M4 M2 GAR. T.O.SLAB 100' - 0" HEEL HT. - MS 116' - 0" T.O. SLAB - V. STOR. A 100' - 0" HEEL HT. - V. STOR A 111' - 11 19/32" B.O. FDN. - V. STOR. A SJ SI SH SG SF SE SD SC SB 5 AO-203 7 AO-301 05 12 00.A 05 12 00.A 13 34 19.E HEEL HT. - V. STOR A 111' - 11 19/32" B.O. FDN. - V. STOR. A 97' - 0" SK SM SL 26 51 00.A 08 71 00.A 26 51 00.A LEVEL 1 100' - 0" ROOF 114' - 8" SB SC SD SE SF SG SH SI SJ 5 AO-203 7 AO-301 13 34 19.D 13 34 19.E 13 34 19.A T.O. SLAB - V. STOR. A 100' - 0" HEEL HT. - V. STOR A 111' - 11 19/32" B.O. FDN. - V. STOR. A 97' - 0" SK SL SM 13 34 19.D 13 34 19.E 03 30 00.A 13 34 19.A 03 30 00.A 13 34 19.I GUTTER LEVEL 1 100' - 0" ROOF 114' - 8" S3 S2 13 34 19.E 13 34 19.A 2" / 12" T.O. SLAB - V. STOR. A 100' - 0" HEEL HT. - V. STOR A 111' - 11 19/32" B.O. FDN. - V. STOR. A 97' - 0" 3 AO-604 LEVEL 1 100' - 0" ROOF 114' - 8" S1 S2 S3 LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF - T.O. DECK 122' - 0" 807 808 2206 2203 821 806 824 822 823 3212 WF WA LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF - T.O. DECK 122' - 0" 808 807 824 3212 TYP @ INT MULLIONS 822 823 821 821 509 W7 W6 W5 W4 W3 W2 W1 LEVEL 1 100' - 0" ROOF - T.O. DECK 122' - 0" T.O. MAS. 126' - 6" 808 815 815 2203 2206 806 509 2206 824 821 823 822 W1 W2 W3 W4 W5 W6 W7 LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF - T.O. DECK 122' - 0" 823 822 824 806 821 815 509 808 2203 2206 3212 WORK 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/METAL WALL PANEL DARK BRONZE ANNODIZED ALUMINUM PANEL TRANSLUSCENT PLASTIC PANEL COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 P�atte River P�wer Auth�rity � Headquarters Ca�pus A��204 WAREH�USE E�EVATI��S 2000 East H�rset��th R�ad� F�rt C���i�s� C� 80525 Author Checker Approver 2' 4' 8' 16' 1/8" = 1'-0" AO-204 WAREHOUSE EAST ELEVATION 1 2' 4' 8' 16' 1/8" = 1'-0" AO-204 WAREHOUSE NORTH ELEVATION 2 2' 4' 8' 16' 1/8" = 1'-0" AO-204 WAREHOUSE SOUTH ELEVATION 3 2' 4' 8' 16' 1/8" = 1'-0" AO-204 WAREHOUSE WEST ELEVATION 4 509 806 807 808 815 821 822 823 824 2203 2206 3212 13 34 19.A 13 34 19.E 2" / 12" T.O. SLAB - V. STOR. A 100' - 0" HEEL HT. - V. STOR A 111' - 11 19/32" B.O. FDN. - V. STOR. A 97' - 0" LEVEL 1 100' - 0" ROOF 114' - 8" S2 S3 03 30 00.C 13 34 19.E 13 34 19.F 13 34 19.D 13 34 19.G 2" / 12" AO-604 2 T.O. SLAB - V. STOR. A 100' - 0" HEEL HT. - V. STOR A 111' - 11 19/32" B.O. FDN. - V. STOR. A 97' - 0" LEVEL 1 100' - 0" ROOF 114' - 8" COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 DD Progress Set 11-03-17 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" = 1'-0" FLEET PARKING GARAGE A - EAST 1 1/8" = 1'-0" FLEET PARKING GARAGE A - WEST 2 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 02 41 00.A 03 20 00.A REINFORCING STEEL (SEE STRUCT. DWGS.) 03 30 00.A CONCRETE FOOTING (RE: STRUCT. DWGS.) 03 30 00.B CONCRETE FOUNDATION (RE: STRUCT. DWGS.) 03 30 00.C CONCRETE SLAB (RE: STRUCT. DWGS.) 04 21 00.A 04 21 00.B 04 21 00.C 04 21 00.D 04 21 00.E 04 21 00.G 04 21 00.H 04 22 00.A 04 22 00.B 04 42 00.A 04 42 00.B 05 12 00.A STRUCTURAL STEEL - RE: STRUCT. DWGS. 05 12 00.B STEEL ANGLE 05 12 00.C STEEL PIPE 05 12 00.E ANCHOR BOLT 05 12 00.F STEEL PLATE 05 21 00.A STEEL JOIST FRAMING - RE: STRUCT. DWGS. 05 31 00.A COMPOSITE STEEL DECK (SIZE), RE: STRUC 05 40 00.B FURRING CHANNEL (SIZE AS INDICATED) 05 40 00.D LIGHT GAUGE ANGLE 06 16 00.A GYPSUM SHEATHING (SIZE) 06 18 00.A GLUE LAMINATED FRAMING - RE: STRUCT. DWGS. 07 21 00.A BATT INSULATION (THICKNESS) 07 21 00.B RIGID INSULATION (THICKNESS, TYPE) 07 25 00.A VAPOR RETARDER 07 25 00.B AIR BARRIER 07 54 00.A MEMBRANE ROOFING 07 54 00.B TAPERED RIGID INSULATION 07 54 00.C MEMBRANE ROOF FLASHING 07 62 00.A PREFINISHED METAL FLASHING 07 72 00.A ROOF HATCH / SMOKE VENT (SIZE) 07 84 00.A 07 92 00.A SEALANT (SIZE IF INDICATED) 07 95 13.A WALL / CEILING EXPANSION JOINT COVER 07 95 13.B FLOOR EXPANSION JOINT COVER 07 95 13.E EXPANSION JOINT (SIZE) 08 11 13.A HOLLOW METAL FRAME 08 11 13.B HOLLOW METAL DOOR 08 14 16.A WOOD DOOR (TYPE) 08 36 13.A OVERHEAD SECTIONAL DOOR 08 36 13.B OVERHEAD SECTIONAL DOOR TRACK 08 41 13.A ALUMINUM STOREFRONT 08 60 45.A POLYCARBONATE WALL PANEL 08 71 00.A DOOR HARDWARE - SEE SCHEDULE 08 71 00.B THRESHOLD 08 71 00.E WEATHERSTRIP 08 80 00.A INSULATED GLASS 08 80 00.B TEMPERED GLASS 08 80 00.D MIRROR GLASS 08 90 00.A 08 90 00.B 08.1113.B 09 22 00.A 09 22 00.B 09 22 00.C 09 22 00.D 09 22 00.H 09 29 00.A GYPSUM WALLBOARD (THICKNESS) 09 29 00.B GYPSUM BOARD CEILING (THICKNESS, TYPE) 09 29 00.H 1/2"RC-1 RESILIENT CHANNEL 09 30 13.A WALL TILE (TYPE) 09 30 13.B FLOOR TILE (TYPE) 09 30 13.C TILE BASE (TYPE) 13 34 19.A METAL BUILDING PANEL 13 34 19.D METAL ROOF 13 34 19.E PURLINS 13 34 19.F WIND GIRT 13 34 19.G METAL BUILDING STRUCTURE 13 34 19.I GUTTER 26 51 00.A LIGHTING - RE: ELEC. DWGS. 26.5100.A 31 23 00.B GRANULAR FILL 31 23 00.C COMPACTED GRAVEL SUB-BASE 808 2206 3211 3212 1/8" = 1'-0" VEHICLE STORAGE A - NORTH 3 1/8" = 1'-0" VEHICLE STORAGE A - SOUTH 4 1/8" = 1'-0" BUILDING SECTION - VEHICLE STORAGE A 5 97' - 0" 3 AO-602 1 AO-603 M5 M1 13 34 19.E 13 34 19.A 05 12 00.A M104A LEVEL 1 100' - 0" ROOF 114' - 8" SKIRT - MS 101' - 4" BA BB BC ME 1 AO-301 5 AO-301 B.O. FDN - MS 97' - 0" BD HEEL HT. - MS 116' - 0" MF MG MH MI MJ MK B.O. FDN. - V. STOR. B 101' - 4" 03 30 00.A 13 34 19.A 08.1113.B 03 30 00.A 13 34 19.D 13 34 19.I GUTTER OPEN OPEN OPEN OPEN 13 34 19.D 13 34 19.I GUTTER 05 12 00.A M103A M101A LEVEL 1 100' - 0" ROOF 114' - 8" COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 DD Progress Set 11-03-17 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" = 1'-0" MAINTENANCE SHOP - EAST 1 1/8" = 1'-0" MAINTENANCE SHOP - SOUTH 4 1/8" = 1'-0" MAINTENANCE SHOP & VEH. STORAGE B - NORTH 3 1/8" = 1'-0" MAINTENANCE SHOP - WEST 2 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 02 41 00.A 03 20 00.A REINFORCING STEEL (SEE STRUCT. DWGS.) 03 30 00.A CONCRETE FOOTING (RE: STRUCT. DWGS.) 03 30 00.B CONCRETE FOUNDATION (RE: STRUCT. DWGS.) 03 30 00.C CONCRETE SLAB (RE: STRUCT. DWGS.) 04 21 00.A 04 21 00.B 04 21 00.C 04 21 00.D 04 21 00.E 04 21 00.G 04 21 00.H 04 22 00.A 04 22 00.B 04 42 00.A 04 42 00.B 05 12 00.A STRUCTURAL STEEL - RE: STRUCT. DWGS. 05 12 00.B STEEL ANGLE 05 12 00.C STEEL PIPE 05 12 00.E ANCHOR BOLT 05 12 00.F STEEL PLATE 05 21 00.A STEEL JOIST FRAMING - RE: STRUCT. DWGS. 05 31 00.A COMPOSITE STEEL DECK (SIZE), RE: STRUC 05 40 00.B FURRING CHANNEL (SIZE AS INDICATED) 05 40 00.D LIGHT GAUGE ANGLE 06 16 00.A GYPSUM SHEATHING (SIZE) 06 18 00.A GLUE LAMINATED FRAMING - RE: STRUCT. DWGS. 07 21 00.A BATT INSULATION (THICKNESS) 07 21 00.B RIGID INSULATION (THICKNESS, TYPE) 07 25 00.A VAPOR RETARDER 07 25 00.B AIR BARRIER 07 54 00.A MEMBRANE ROOFING 07 54 00.B TAPERED RIGID INSULATION 07 54 00.C MEMBRANE ROOF FLASHING 07 62 00.A PREFINISHED METAL FLASHING 07 72 00.A ROOF HATCH / SMOKE VENT (SIZE) 07 84 00.A 07 92 00.A SEALANT (SIZE IF INDICATED) 07 95 13.A WALL / CEILING EXPANSION JOINT COVER 07 95 13.B FLOOR EXPANSION JOINT COVER 07 95 13.E EXPANSION JOINT (SIZE) 08 11 13.A HOLLOW METAL FRAME 08 11 13.B HOLLOW METAL DOOR 08 14 16.A WOOD DOOR (TYPE) 08 36 13.A OVERHEAD SECTIONAL DOOR 08 36 13.B OVERHEAD SECTIONAL DOOR TRACK 08 41 13.A ALUMINUM STOREFRONT 08 60 45.A POLYCARBONATE WALL PANEL 08 71 00.A DOOR HARDWARE - SEE SCHEDULE 08 71 00.B THRESHOLD 08 71 00.E WEATHERSTRIP 08 80 00.A INSULATED GLASS 08 80 00.B TEMPERED GLASS 08 80 00.D MIRROR GLASS 08 90 00.A 08 90 00.B 08.1113.B 09 22 00.A 09 22 00.B 09 22 00.C 09 22 00.D 09 22 00.H 09 29 00.A GYPSUM WALLBOARD (THICKNESS) 09 29 00.B GYPSUM BOARD CEILING (THICKNESS, TYPE) 09 29 00.H 1/2"RC-1 RESILIENT CHANNEL 09 30 13.A WALL TILE (TYPE) 09 30 13.B FLOOR TILE (TYPE) 09 30 13.C TILE BASE (TYPE) 13 34 19.A METAL BUILDING PANEL 13 34 19.D METAL ROOF 13 34 19.E PURLINS 13 34 19.F WIND GIRT 13 34 19.G METAL BUILDING STRUCTURE 13 34 19.I GUTTER 26 51 00.A LIGHTING - RE: ELEC. DWGS. 26.5100.A 31 23 00.B GRANULAR FILL 31 23 00.C COMPACTED GRAVEL SUB-BASE 808 2206 3211 3212 113' - 4" SKIRT - MS 101' - 4" GAR. T.O.SLAB 100' - 0" 13 34 19.A 4 AO-301 ? 1' - 2" 14' - 2" 08 60 45.A LEVEL 1 100' - 0" ROOF 114' - 8" GAR. HEEL HT. 113' - 4" SKIRT - MS 101' - 4" GAR. T.O.SLAB 100' - 0" 13 34 19.E 4 AO-301 13 34 19.A (DRUM STOR. SCREEN WALL) 13' - 4" 08 60 45.A LEVEL 1 100' - 0" ROOF 114' - 8" COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 DD Progress Set 11-03-17 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" = 1'-0" SUBSTATION GARAGE WEST ELEVATION 1 1/8" = 1'-0" SUBSTATION GARAGE EAST ELEVATION 2 1/8" = 1'-0" 1/8" = 1'-0" SUBSTATION GARAGE SOUTH ELEVATION 3 SUBSTATION GARAGE NORTH ELEVATION 4 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 02 41 00.A 03 20 00.A REINFORCING STEEL (SEE STRUCT. DWGS.) 03 30 00.A CONCRETE FOOTING (RE: STRUCT. DWGS.) 03 30 00.B CONCRETE FOUNDATION (RE: STRUCT. DWGS.) 03 30 00.C CONCRETE SLAB (RE: STRUCT. DWGS.) 04 21 00.A 04 21 00.B 04 21 00.C 04 21 00.D 04 21 00.E 04 21 00.G 04 21 00.H 04 22 00.A 04 22 00.B 04 42 00.A 04 42 00.B 05 12 00.A STRUCTURAL STEEL - RE: STRUCT. DWGS. 05 12 00.B STEEL ANGLE 05 12 00.C STEEL PIPE 05 12 00.E ANCHOR BOLT 05 12 00.F STEEL PLATE 05 21 00.A STEEL JOIST FRAMING - RE: STRUCT. DWGS. 05 31 00.A COMPOSITE STEEL DECK (SIZE), RE: STRUC 05 40 00.B FURRING CHANNEL (SIZE AS INDICATED) 05 40 00.D LIGHT GAUGE ANGLE 06 16 00.A GYPSUM SHEATHING (SIZE) 06 18 00.A GLUE LAMINATED FRAMING - RE: STRUCT. DWGS. 07 21 00.A BATT INSULATION (THICKNESS) 07 21 00.B RIGID INSULATION (THICKNESS, TYPE) 07 25 00.A VAPOR RETARDER 07 25 00.B AIR BARRIER 07 54 00.A MEMBRANE ROOFING 07 54 00.B TAPERED RIGID INSULATION 07 54 00.C MEMBRANE ROOF FLASHING 07 62 00.A PREFINISHED METAL FLASHING 07 72 00.A ROOF HATCH / SMOKE VENT (SIZE) 07 84 00.A 07 92 00.A SEALANT (SIZE IF INDICATED) 07 95 13.A WALL / CEILING EXPANSION JOINT COVER 07 95 13.B FLOOR EXPANSION JOINT COVER 07 95 13.E EXPANSION JOINT (SIZE) 08 11 13.A HOLLOW METAL FRAME 08 11 13.B HOLLOW METAL DOOR 08 14 16.A WOOD DOOR (TYPE) 08 36 13.A OVERHEAD SECTIONAL DOOR 08 36 13.B OVERHEAD SECTIONAL DOOR TRACK 08 41 13.A ALUMINUM STOREFRONT 08 60 45.A POLYCARBONATE WALL PANEL 08 71 00.A DOOR HARDWARE - SEE SCHEDULE 08 71 00.B THRESHOLD 08 71 00.E WEATHERSTRIP 08 80 00.A INSULATED GLASS 08 80 00.B TEMPERED GLASS 08 80 00.D MIRROR GLASS 08 90 00.A 08 90 00.B 08.1113.B 09 22 00.A 09 22 00.B 09 22 00.C 09 22 00.D 09 22 00.H 09 29 00.A GYPSUM WALLBOARD (THICKNESS) 09 29 00.B GYPSUM BOARD CEILING (THICKNESS, TYPE) 09 29 00.H 1/2"RC-1 RESILIENT CHANNEL 09 30 13.A WALL TILE (TYPE) 09 30 13.B FLOOR TILE (TYPE) 09 30 13.C TILE BASE (TYPE) 13 34 19.A METAL BUILDING PANEL 13 34 19.D METAL ROOF 13 34 19.E PURLINS 13 34 19.F WIND GIRT 13 34 19.G METAL BUILDING STRUCTURE 13 34 19.I GUTTER 26 51 00.A LIGHTING - RE: ELEC. DWGS. 26.5100.A 31 23 00.B GRANULAR FILL 31 23 00.C COMPACTED GRAVEL SUB-BASE 808 2206 3211 3212 305 305 523 524 8 A-142 2203 RA3 RA3 8 A-142 2601 2601 2601 524 LEVEL 1 100' - 0" ROOF 114' - 8" 306 807 2203 2206 808 305 BEYOND RA3 2' 4' 8' 16' 1/8" = 1'-0" A-142 POOL CAR GARAGE NORTH ELEVATION 1 2' 4' 8' 16' 1/8" = 1'-0" A-142 POOL CARA GARAGE SOUTH ELEVATION 2 2' 4' 8' 16' 1/8" = 1'-0" A-142 POOL CAR GARAGE WEST ELEVATION 7 2' 4' 8' 16' 1/8" = 1'-0" A-142 POOL CAR GARAGE EAST ELEVATION 6 COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 DD Progress Set 10-24-17 P�atte River P�wer Auth�rity � Headquarters Ca�pus A�142 P��� CAR GARAGE 2000 East H�rset��th R�ad� F�rt C���i�s� C� 80525 AMD AMD AMD 305 BOARD FORMED CONCRETE 306 CONCRETE BOLLARD 523 WIRE MESH GRID SYSTEM 524 STEEL BREEZEWAY FRAMING 807 OVERHEAD SECTIONAL DOOR WITH GLASS LITES 808 TRANSLUCENT PLASTIC PANEL ASSEMBLY 1001 DOUBLE STACKED LOCKERS 2203 PERIMETER GUTTER DRAIN AND ALUMINUM FASCIA 2206 OPEN FACED DOWNSPOUT 2601 PENDANT LIGHT FIXTURE 3213 PARKING STRIPE PAINT 3214 PRE-CAST CONCRETE WHEEL STOP 2' 4' 8' 16' 1/8" = 1'-0" A-142 LEVEL 1 5 2' 4' 8' 16' 1/8" = 1'-0" A-142 ROOF 4 2' 4' 8' 16' 1/8" = 1'-0" A-142 FIRST LEVEL REFLECTED CEILING PLAN 3 6" 1' 2' 4' 1/2" = 1'-0" A-142 SECTION 1 8 4 A-615 CURVE ORTHOGONAL CURVE ORTHOGONAL 4 A-301 4 A-616 5 A-616 1 A-617 J1 A-615 1 CONVEX RE: 2 / A-210 713 402 04 20 00.B82 509 713 713 6 A-613 6 A-615 D1 CW-14 CW-13 CW-16 SF-21 SF-22 SF-23 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" 6 7 8 9 9.9 10 11 12 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 5 A-301 7 A-301 3 A-613 ORTHOGONAL CURVE CONCAVE CURVE CONCAVE ORTHOGONAL 1 A-612 2 A-612 5 A-612 7 A-613 5 A-613 8 A-612 6 A-301 7 A-617 A-613 1 403 402 04 20 00.B81 713 713 713 713 406 503 820 22 00 00.B03 713 04 20 00.B81 SF-2 CW-7 CW-8 SF-4 SF-5 SF-6 SF-8 SF-6 SF-8 SF-6 SF-10 SF-3 AROUND CORNER RE: 9 / A-210 RE: 9 / A-210 11.9 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" 12 11 10 9.9 9 8 7 6 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 5 A-301 7 A-301 ORTHOGONAL CURVE ORTHOGONAL CURVE 2 A-617 3 A-617 4 A-617 5 A-617 6 A-301 CONCAVE CONCAVE 7 A-617 08 11 13.A02 08 11 13.A02 08 11 13.A02 402 821 824 823 822 713 713 713 713 713 823 822 821 CL EQ EQ 26 00 00.F04 22 00 00.B03 FIXTURE 7' - 4" B.O. SF-24 22 00 00.B03 22 00 00.B03 SF-26 SF-25 SF-27 SF-30 SF-30 SF-31 SF-31 SF-28 SF-18 RE: 9 / A-210 RE: 9 / A-210 SF-31 TYPICAL OF 4 11.9 26 00 00.E02 713 26 00 00.E01 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" D E F F2 G H J LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 4 A-611 4 A-301 CURVE ORTHOGONAL CURVE ORTHOGONAL 3 A-612 4 A-612 6 A-611 J1 819 TYP OF 3 A-611 1 404 402 04 20 00.B81 406 820 503 713 822 823 820 503 CONVEX 04 20 00.B81 04 20 00.B81 RE: 2 / A-210 6 A-613 D1 CW-2 CW-5 CW-1 CW-3 CW-4 SF-1 CW-6 CW-6 609 CW-8 824 509 826 WORK NOTES 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. FOR BRICK PATTERNING AT CONVEX CURVES 4. FOR BRICK PATTERNING AT CONCAVE CURVES 5. FOR ANCHORED STONE VENEER PATTERNING 6. REFER TO WALL SECTIONS AND DETAILS FOR PARAPET CONDITIONS LEGEND PLAN KEY ARCHORED BRICK VENEER TYPE 1 RE: ENLARGED BRICK DETAILS ARCHORED BRICK TYPE 2 RE: ENLARGED BRICK DETAILS ARCHORED STONE VENEER RE: ENLARGED STONE DETAILS FLAT PLATE METAL PANEL RE: 6 / A-210 RE: 8 / A-210 RE: 5 / A-210 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" 6 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 1 A-612 2 8 A-612 A-612 818 713 609 508 22 00 00.B03 RA2 2208 2' 4' 8' 16' 3/32" = 1'-0" A-202 SOUTHEAST ELEVATION - EAST ENTRY 4 2' 4' 8' 16' 3/32" = 1'-0" A-202 NORTHEAST ELEVATION 3 2' 4' 8' 16' 3/32" = 1'-0" A-202 SOUTHEAST ELEVATION 2 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 5 A-202 OVERALL AXON - FROM NORTHEAST 7 04 20 00.B81 BRICK VENEER, BR-1 04 20 00.B82 BRICK VENEER, BR-2 08 11 13.A02 22 00 00.B03 SHEEP'S TONGUE, RE: PLUMBING 26 00 00.E01 PANEL, RE: ELEC 26 00 00.E02 SERVICE PANEL, RE: ELEC 26 00 00.F04 WALL MOUNTED LIGHT FIXTURE, RE: ELEC 402 ANCHORED BRICK VENEER TYPE 2 403 ANCHORED STONE VENEER 404 CONCEALED BRICK LINTEL SYSTEM, RE: WALL SECTIONS 406 RECESSED BRICK COURSE 503 ALUMINUM HONEYCOMB PANEL HORIZONTAL SUNSHADES ATTACHED TO CURTAIN WALL VERTICAL PLATE ATTACHMENT 508 PRE-FINISHED ALUMINUM FASCIA WITH INTEGRATED GUTTER 509 BAR GRATE TREAD AND LANDING METAL STAIR ASSEMBLY AND PIPE HAND RAILING BRIDGING OVER SKYLIGHT 609 ALUMINUM FRAMED TRELLIS 713 METAL WALL PANEL ASSEMBLY, RE: EXTERIOR WALL ASSEMBLIES 818 BACK TO BACK COPED STEEL ANGLES SUPPORTING, HORIZONTAL LAMINATED SAFETY GLAZING CANOPY, DRAINS BACK TOWARD DOORS TO HIDDEN GUTTER 819 ALL GLASS ENTRY DOORS, RE: DOOR SCHEDULE 820 1/4" VERTICAL ALUMINUM CURTAIN WALL BRACKET, SUPPORTING HORIZONTAL ALUMINUM HONEYCOMB PANEL SUN SHADES, RE: DETAILS 821 'L' SHAPED ALUMINUM JAMB MULLION CAP EXTENSION, RE: DETAILS 822 'L' SHAPED ALUMINUM HEAD MULLION CAP EXTENSION, RE: DETAILS 823 'L' SHAPED ALUMINUM SILL MULLION CAP EXTENSION, RE: DETAILS 824 'T' SHAPED ALUMINUM MULLION CAP EXTENSION 826 SINGLE SLOPED METAL FRAMED SKYLIGHT 2208 STORM DRAIN PIPE BEHIND IN WALL ASSEMBLY, RE: PLUMBING COPYRIGHT BELFORD WATKINS GROUP ARCHITECTS 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 Design Development Progress REV 11-01-17 P�ATTE RIVER P�WER AUTH�RITY � HQ CA�PUS A�202 EXTERI�R E�EVATI��S E�ter address here 2' 4' 8' 16' 3/32" = 1'-0" A-202 6 SOUTHEAST ELEVATION - MAIN ENTRY / BALCONY 503 ALIGN CW-8 CW-8 SF-10 SF-5 SF-12 SF-5 RE: 9 / A-210 CW-22 CW-23 CW-24 820 820 820 820 820 820 820 820 820 820 820 820 820 820 802 802 1.3 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" 16 15 14 5 4 3 2 1 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" 5 A-618 CURVE ORTHOGONAL CURVE ORTHOGONAL 1 2 A-301 A-301 7 A-618 1 A-619 2 A-619 A-618 1 CONCAVE CONCAVE 04 20 00.B81 04 20 00.B82 406 402 823 822 824 713 713 821 713 EQ EQ 26 00 00.F04 ALIGN 22 00 00.B03 22 00 00.B03 SF-31 SF-30 SF-29 SF-32 SF-33 RE: 9 / A-210 RE: 9 / A-210 CW-18 TYPICAL OF 16 SF-35 SF-34 AROUND CORNER 1.3 WORK NOTES 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 LEGEND PLAN KEY ANCHORED BRICK VENEER TYPE 1 RE: ENLARGED BRICK DETAILS ANCHORED BRICK TYPE 2 RE: ENLARGED BRICK DETAILS ANCHORED STONE VENEER RE: ENLARGED STONE DETAILS FLAT PLATE METAL PANEL LEVEL 1 100' - 0" T.O. MAS. 130' - 0" M C B L K A LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" ORTHOGONAL ORTHOGONAL 2 A-614 3 A-614 6 A-614 7 A-614 6 A-618 403 04 20 00.B82 402 713 821 503 823 822 CW-9 820 SF-14 CW-10 CW-11 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" A K L B C M LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" ORTHOGONAL ORTHOGONAL 2 A-614 3 A-619 4 A-619 6 A-618 04 20 00.B81 402 406 04 20 00.B82 820 503 CL EQ EQ 509 BEYOND ALIGN 26 00 00.F04 SF-31b TYPICAL OF 3 SF-36 CW-20 CW-21 SF-34 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-202 6 LEVEL 1 100' - 0" T.O. MAS. 130' - 0" 16 15 14 LEVEL 2 114' - 0" ROOF T.O. DECK 128' - 0" ORTHOGONAL CURVE CONVEX 3 A-301 8 A-614 04 20 00.B81 RE: 2 / A-210 04 20 00.B81 04 20 00.B82 823 822 824 821 713 08 11 13.A02 ALIGN 08 91 19.B05 9 A-614 101 08 91 19.F01 26 00 00.F04 ALIGN ALIGN 26 00 00.F04 FIXTURE 8" B.O. 26 00 00.F04 ALIGN CW-12 SF-16 SF-18 08 91 19.B05 08 91 19.F01 509 826 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 2016. 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: 303-407-0070 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 Engineer BCER Engineering, Inc. 10807 New Allegiance Dr, Suite 400 Colorado Springs, CO 8092 Telephone: 719-533-1112 E-mail: David.Hoag@rimrockgroup.com Security/AV/IT 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 Design Development Progress REV 11-01-17 P�ATTE RIVER P�WER AUTH�RITY � HQ CA�PUS A�201 EXTERI�R E�EVATI��S E�ter address here 04 20 00.B81 BRICK VENEER, BR-1 04 20 00.B82 BRICK VENEER, BR-2 08 11 13.A02 08 91 19.B05 HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANT LOUVER 08 91 19.F01 BLANK-OFF PANEL 22 00 00.B03 SHEEP'S TONGUE, RE: PLUMBING 26 00 00.F04 WALL MOUNTED LIGHT FIXTURE, RE: ELEC 101 ALIGN 402 ANCHORED BRICK VENEER TYPE 2 403 ANCHORED STONE VENEER 406 RECESSED BRICK COURSE 503 ALUMINUM HONEYCOMB PANEL HORIZONTAL SUNSHADES ATTACHED TO CURTAIN WALL VERTICAL PLATE ATTACHMENT 509 BAR GRATE TREAD AND LANDING METAL STAIR ASSEMBLY AND PIPE HAND RAILING BRIDGING OVER SKYLIGHT 713 METAL WALL PANEL ASSEMBLY, RE: EXTERIOR WALL ASSEMBLIES 802 VERTICAL ACCORDION ACOUSTIC OPERABLE PARTITION 820 1/4" VERTICAL ALUMINUM CURTAIN WALL BRACKET, SUPPORTING HORIZONTAL ALUMINUM HONEYCOMB PANEL SUN SHADES, RE: DETAILS 821 'L' SHAPED ALUMINUM JAMB MULLION CAP EXTENSION, RE: DETAILS 822 'L' SHAPED ALUMINUM HEAD MULLION CAP EXTENSION, RE: DETAILS 823 'L' SHAPED ALUMINUM SILL MULLION CAP EXTENSION, RE: DETAILS 824 'T' SHAPED ALUMINUM MULLION CAP EXTENSION 826 SINGLE SLOPED METAL FRAMED SKYLIGHT