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Home My WebLink AboutZIGGI'S COFFEE - PDP - PDP170021 - SUBMITTAL DOCUMENTS - ROUND 1 - ARCHITECTURAL DETAILS1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 (O) 303.778.0608 (F) 303.778.0609 (W) www.maharch.com This drawing is to be read in conjunction with structural, mechanical, electrical, and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number ASE JUNE 07, 2017 ARCHITECTURAL RENDERINGS A2.3 ZIGGI'S COFFEE-FT. COLLINS 6533 S. COLLEGE AVENUE FORT COLLINS, CO 80525 FINAL DEVELOPMENT PLAN/SITE DEVELOPMENT PLAN A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVLPMNT PLAN: 06.21.17 1 GROUND VIEW 1 A2.3 2 GROUND VIEW 2 A2.3 NOT TO SCALE 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 (O) 303.778.0608 (F) 303.778.0609 (W) www.maharch.com This drawing is to be read in conjunction with structural, mechanical, electrical, and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number ASE JUNE 07, 2017 EXTERIOR ELEVATIONS A3.0 ZIGGI'S COFFEE-FT. COLLINS 6533 S. COLLEGE AVENUE FORT COLLINS, CO 80525 FINAL DEVELOPMENT PLAN/SITE DEVELOPMENT PLAN A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVLPMNT PLAN: 06.21.17 +0'-0" FINISH FLOOR +4'-0" T.O. WAINSCOT +8'-3" B.O. AWNING +9'-0" B.O. SOFFIT +10'-0" B.O. ROOF +10'-0" T.O. PARAPET CORRUGATED METAL SIDING. BRICK VENEER: BRICK COLOR TO MATCH ADJACENT BRICK BUILDING.. EXTERIOR LIGHTING (TYPICAL). PRE-FINISHED ALUMINUM CANOPY. ROOF LINE 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 (O) 303.778.0608 (F) 303.778.0609 (W) www.maharch.com This drawing is to be read in conjunction with structural, mechanical, electrical, and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number ASE JUNE 07, 2017 ARCHITECTURAL ENCLOSURE DETAILS A2.2 ZIGGI'S COFFEE-FT. COLLINS 6533 S. COLLEGE AVENUE FORT COLLINS, CO 80525 FINAL DEVELOPMENT PLAN/SITE DEVELOPMENT PLAN A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVLPMNT PLAN: 06.21.17 6'-0" 12" 4'-8" 4" CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE WALL CAP TO MATCH BUILDING STONE VENEER SILL. 16x8x8 CMU BLOCK WALL WITH STONE VENEER - VENEERSTONE MINERAL COUNTY. CONCRETE FILLED STEEL BOLLARD, TYPICAL. PAINT TO MATCH WALL. 6" CONC. SLAB AS INDICATED BY SHADING ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. 12" 4'-8" 4" 6'-0" 16" 11'-7" 16" 2'-8" 13" 18 GA. METAL GATE (SOLID BOX RIB). COLOR: SHERWIN WILLIAMS SEAL SKIN SW7675. WALL CAP TO MATCH BUILDING STONE VENEER SILL. 3" STEEL ANGLE FRAMING. 3 HEAVY DUTY HINGES (MIN.) 5" SQUARE STEEL POST. TYPICAL BOTH SIDES OF GATE. CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE CANE BOLTS AT GRADE. LINE OF 6" CONC. SLAB AS INDICATED BY SHADING ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. 1/2" DIA. THREADED ANCHORS @ 16" O.C. VERTICAL. 12" 4'-8" 4" 6'-0" 4'-9" 3'-7" 8'-4" CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE LINE OF 6" CONC. SLAB AS INDICATED BY SHADING ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. 16x8x8 CMU BLOCK WALL WITH STONE VENEER - VENEERSTONE MINERAL COUNTY. WALL CAP TO MATCH BUILDING STONE VENEER SILL. #DrgID #LayID 18'-0" 8" 2'-0" 4'-6" 4'-6" 5'-8" 8" 16" 11'-7" 16" 2'-9" 13" 14'-2" 3'-10" 4'-0" 4'-0" 8'-0" 8" 2'-2" 8" 3'-11" 8" 4 A2.2 4 A2.2 2 A2.2 3 A2.2 CL CL CL CONCRETE FILLED STEEL BOLLARD, TYPICAL. PAINT TO MATCH WALLS. 6" CONC. SLAB AS INDICATED BY SHADING ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. CONTROL JOINTS AT 5'-0" O.C., TYPICAL. CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE. 16x8x8 CMU BLOCK WALL WITH STONE VENEER - VENEERSTONE MINERAL COUNTY. PROVIDE 1" DIA. 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CANE BOLT. LOCATION FOR NEW 6 YARD DUMPSTER 60"X72". 18 GA. METAL GATE (BOX RIB). COLOR: T.B.D. 5" SQUARE STEEL POST. TYPICAL BOTH SIDES OF GATE. LOCATION FOR NEW RECYCLING BIN. 5"x 5"x 1/4" TUBE STEEL W/ 5"x 5"x 1/4" CAP PLATE EMBEDDED 12" INTO FOOTING. FILL STEEL WITH CONCRETE. 3"x 4"x 1/4" METAL ANGLE FRAME, 4 SIDES OF GATE. 1 1/2"x1 1/2"x3/16" METAL ANGLE DIAGONAL BRACE. 1/2" DIA. x 8" BARREL BOLT LOCK. 1/2" DIA. x 12" CANE BOLT (AT GRADE) 1" x 18 GAGE METAL DECK. PAINT AS SCHEDULED. McKINNEY T4B3781 HINGES WELDED TO GATE AND POST. LOCATE PER ELEVATION(S). 16"x8"x8" CMU WALL AS SCHEDULED. SOLID GROUT CELLS. #5 VERTICAL BAR @ 32" O.C. AND #5 HORIZONTAL BARS AT TOP AND MID HEIGHT. 3/8"x16"x 2" @ 16" O.C. BOLT TO TUBE STEEL WITH ACORN NUT ON OUTSIDE 1 1/2" VENEER STONE AS SCHEDULED SCALE: 1/4" = 1'-0" 4 TRASH ENCLOSURE-SECT. A2.2 SCALE: 1/4" = 1'-0" 2 TRASH ENCLOSURE-ELEV. SCALE: 1/4" = 1'-0" A2.2 3 TRASH ENCLOSURE-ELEV. A2.2 SCALE: 1/4" = 1'-0" 1 TRASH ENCLOSURE-PLAN A2.2 SCALE: 1" = 1'-0" 5 ENCLOSURE JAMB A2.2 (BEYOND). STANDING SEAM COPPER METAL ROOF. +0'-0" FINISH FLOOR +3'-0" SILL +4'-0" T.O. WAINSCOT +7'-2" HEADER +8'-3" B.O. AWNING +9'-0" B.O. SOFFIT +10'-0" B.O. ROOF +10'-0" T.O. PARAPET +13'-6" +15'-6" CORRUGATED METAL SIDING. BRICK VENEER: BRICK COLOR TO MATCH ADJACENT BRICK BUILDING. RTU (BEYOND). SIGNAGE. EXTERIOR LIGHTING (TYPICAL). PRE-FINISHED ALUMINUM CANOPY. ALUMINUM STOREFRONT GLAZING: KAWNEER 451T VG #40 DARK BRONZE ROOF LINE (BEYOND). STANDING SEAM COPPER METAL ROOF. +0'-0" FINISH FLOOR +4'-0" T.O. WAINSCOT / SILL +7'-2" HEADER +8'-3" B.O. AWNING +9'-0" B.O. SOFFIT +10'-0" B.O. ROOF +10'-0" T.O. PARAPET CORRUGATED METAL SIDING. BRICK VENEER: BRICK COLOR TO MATCH ADJACENT BRICK BUILDING.. PRE-FINISHED ALUMINUM CANOPY. ALUMINUM STOREFRONT GLAZING: KAWNEER 451T VG #40 DARK BRONZE RTU (BEYOND). ROOF LINE (BEYOND). SIGNAGE. STANDING SEAM COPPER METAL ROOF. +0'-0" FINISH FLOOR +4'-0" T.O. WAINSCOT +8'-3" B.O. AWNING +9'-0" B.O. SOFFIT +10'-0" B.O. ROOF +10'-0" T.O. PARAPET +13'-6" CORRUGATED +15'-6" METAL SIDING. BRICK VENEER: BRICK COLOR TO MATCH ADJACENT BRICK BUILDING. RTU (BEYOND). SIGNAGE. EXTERIOR LIGHTING (TYPICAL). PRE-FINISHED ALUMINUM CANOPY. ALUMINUM STOREFRONT GLAZING: KAWNEER 451T VG #40 DARK BRONZE COPPER METAL FASCIA EIFS STUCCO: TAN ROOF LINE (BEYOND). STANDING SEAM COPPER METAL ROOF. SCALE: 3/8" = 1'-0" 1 SOUTHWEST ELEVATION SCALE: 3/8" = 1'-0" A3.0 2 SOUTHEAST ELEVATION A3.0 SCALE: 3/8" = 1'-0" 3 NORTHEAST ELEVATION SCALE: 3/8" = 1'-0" A3.0 4 NORTHWEST ELEVATION A3.0 3/8" = 1'-0"