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HomeMy WebLinkAboutWOODSPRING SUITES - PDP190006 - SUBMITTAL DOCUMENTS - ROUND 3 - ELEVATIONSWOODSPRING SUITES 847 SE FRONTAGE ROAD EXTERIOR ELEVATIONS FORT COLLINS, COLORADO LKArchitecture Architecture • Engineering • Planning • Interior Design • Landscape Architecture 345 Riverview Wichita, KS 67203 316.T 268.0230 F 316.268.0205 LKArchitecture, Inc.© Designed: LDW Drawn: LDW Checked: LDW Date: 10/04/2019 00 2' 4' 8' 16' 1/8" = 1'-0" 00 2' 4' 8' 16' 1/8" = 1'-0" 00 2' 4' 8' 16' 1/8" = 1'-0" 00 2' 4' 8' 16' 1/8" = 1'-0" EXTERIOR FINISH SYM. MATERIAL COLOR/FINISH 1 2 3 4 5 6 8 9 10 11 12 13 7 EIFS (COLOR) STONE STANDING SEAM METAL ROOF ALUMINUM WINDOW (STORE FRONT) LOUVER (P TAC / WINDOW) LOUVER (IN WALL) HARDIE PARAPET TRIM SLIDING WINDOW (STORE FRONT) DOUG FIR SIDING ALUMINUM DOOR & KNEE BRACES EIFS (COLOR) EIFS (COLOR) EIFS (COLOR) SW 6120 BELIEVABLE BUFF FINAL SELECTION TO BE SUBMITTED & SW VIRTUAL TAUPE SW 7041 VAN DYKE BROWN SW 9108 DOUBLE LATTE APPROVED BY CITY PLANNING WOODSPRING SUITES 847 SE FRONTAGE ROAD BUILDING FOOTPRINT - ARTICULATION PLAN FORT COLLINS, COLORADO LKArchitecture Architecture • Engineering • Planning • Interior Design • Landscape Architecture 345 Riverview Wichita, KS 67203 316.T 268.0230 F 316.268.0205 LKArchitecture, Inc.© Designed: LDW Drawn: LDW Checked: LDW Date: 10/4/19 11'-1 5/8" 10'-8 7/8" 4'-8" 22'-4" 4'-8" 10'-10 1/4" 40'-6" 10'-1 1/2" 1'-2 1/2" 10'-0 3/4" 1'-2 1/2" 10'-2 1/4" 1'-2 1/2" 10'-0 3/4" 1'-2 1/2" 26'-6 3/4" 10'-10 1/4" 4'-8" 22'-4" 4'-8" 11'-3 5/8" 7'-4 3/8" 3'-2 1/2" 1'-3 1/4" 7'-11 3/4" 1'-3 1/4" 1'-5 1/2" 4'-0" 7 1/4" 7 1/4" 2'-6 3/4" 6'-7 1/4" 16'-2" 6'-7 3/8" 15'-8" 4'-4 7/8" 6 3/4" 10'-4 7/8" 6 3/4" 3'-1" 8'-11 1/2" 4'-8" 22'-4" 4'-8" 10'-10 1/4" 40'-6" 44'-10" 27'-0" 10'-10 1/4" 4'-8" 22'-4" 4'-8" 11'-7 3/4" 13'-10 3/4" 6 1/8" 6 1/8" 4'-0" 1'-6" 4'-0" 1'-6" 6 3/4" 4'-5 7/8" 17'-7 1/8" 6'-7 1/4" 13'-9 7/8" 6'-11 3/8" 6 3/4" 4'-2 3/4" 6 3/4" 1'-11 3/8" 4'-0" 9'-5 1/4" 00 2' 4' 8' 16' 1/8" = 1'-0" 11 SW 3541 STAIN HARBOR MIST SW 7041 VAN DYKE BROWN TEE-PANEL ZINC COTE SW 7041 VAN DYKE BROWN (PAINT) ANODIZED ANODIZED ANODIZED SW 7041 VAN DYKE BROWN (PAINT) 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 7 7 7 4 4 4 4 4 7 7 7 7 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 1 1 6 6 6 6 6 7 7 13 13 13 13 12 12 12 12 12 12 12 11 11 10 10 10 10 10 10 9 9 7 8 8 8 8 8 8 8 12 34'-2" 39'-6" 48' 42'-1" 39'-6" 34'-2" 42'-1" 245'-0 3/4" 66' 7 5/8" 66'-7 5/8" 42'-1" 39'-6" EXT. SHEATHING SURFACES OF JOINT ARE SMOOTH FINISHED SLOPE BOTTOM OF JOINT 1/4" 2" E.I.F.S. WALL FINISH- REF ELEV. C VERTICAL JOINT 3/4" 3/4" 3/4" EXT. SHEATHING SURFACES OF JOINT ARE SMOOTH FINISHED SLOPE BOTTOM OF JOINT 1/4" 2" E.I.F.S. WALL FINISH- REF ELEV. B HORIZONTAL JOINT 3/4" 3/4" E.I.F.S. BACKWRAP (TYPICAL) TOP OF FLOOR JOIST, TYP. 2" E.I.F.S. WALL FINISH- REF ELEV. EXT. SHEATHING FLEXABLE MEMBRANE BEHIND SHEATHING EXPANSION JOINT IN E.I.F.S. & SHEATHING WITH SEALANT & BACKER ROD A CONTROL JOINT 1/2" 3/4" JOIST BEARING EL. = 136'-6 3/4" TOP OF FRAMING EL. = 139'-4 3/4" 2 X FRAMING ROOF FRAMING & SHEATHING REF. STRUCT. MEMBRANE ROOFING ON TAPERED RIGID INSUL. , CONTINUE ROOFING UP & OVER TOP OF PARAPET PREFINISHED MTL. COPING CAP w/ CONT. CLEAT EA. SIDE 16 1/2"± SLOPE 2 x FRAMING TYP 2 x 6 PARAPET FRAMING REF. STRUCT. R- 60 BATT INSUL. WALL FRAMING & SHEATHING REF. STRUCT. 2" EIFS EXTERIOR WALL R- 21 BATT INSUL. EL. = 141'-11 1/2" @ SIM. BUILDING ADDRESS, MIN. 8" HIGH. COORDINATE WITH FIRE DEPT. FOR FINAL LOCATION. FDC CONNECTION. COORDINATE WITH FIRE DEPT. FOR FINAL LOCATION. TYP. PARAPET PROFILE 1 x HARDITRIM PAINTED 1 x HARDITRIM PAINTED