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HomeMy WebLinkAboutMAVERIK CONVENIENCE STORE & FUEL SALES - FDP - FDP160024 - SUBMITTAL DOCUMENTS - ROUND 1 - BUILDING EXTERIORA2.1 A2.2 A2.3 1 A2.3 2 1 2 WOMEN'S 105 MEN'S 106 VENDOR RECIEVING 107 STORAGE 110 ELECTRICAL 103 OFFICE 102 EXIT HALLWAY 104 COFFEE PREP 111 DELI PREP 112 KITCHEN SERVICE 113 RETAIL 101 -10º FREEZER 109 35º STOR. COOLER 108 30º BEER COOLER 114 35º BEVERAGE COOLER 115 2-DOOR FREEZER CAPPUCCINO COUNTER HOT DOG COUNTER DRINK WALL & F'REAL ICEE WALL A O.E.W. A O.E.W. B O.E.W. B O.E.W. C C.L. C C.L. D C.L. FINISH FLOOR 100' - 0" T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" B.O. FOOTING 97' - 0" FRONT SOFFIT 111' - 0" T.O. WAINSCOT 1 104' - 0" T.O. PARAPET 2 122' - 0" A O.E.W. B O.E.W. C C.L. D C.L. E C.L. F C.L. G O.E.W. BELOW FROST DEPTH. SEE STRUCTURAL DRAWINGS, VERIFY FROST DEPTH WITH LOCAL JURISDICTION. 2 4 4 1 3 4 2 4 4 5 6 66 8 77 5 10 11 99 SIDE CANOPY SOFFIT 109' - 0" (SEL-2) (NO EXTERNAL DOWNSPOUT) TRUSS BEARING 122' - 3" 18 14 12 17 13 15 16 14 16 13 15 17 12 14 18 14 18 T.O. CAP 2 110' - 9" 8 1 6 3 20 19 22 21 23 23 24 24 3 SEE GENERAL NOTES ON SHEET T1.2 FOR ADDITIONAL REQUIREMENTS COORDINATE WINDOW HEIGHTS WITH WINDOW SCHEDULE. OWNER TO SELECT SIDING COLOR AND TEXTURE. INSTALL AS PER ELEVATIONS. MATCH EXISTING. FINISH ROOF TO BE ASPHALT SHINGLES. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. MATCH EXISTING ROOF FINISH. PROVIDE RAIN GUTTERS AND DOWN SPOUTS AS REQUIRED. COORDINATE ALL BEARING ELEVATIONS WITH ROOF FRAMING PLAN. SEE STRUCTURAL DRAWINGS AND CALCULATIONS FOR ALL FRAMING REQUIREMENTS. SEE STRUCTURAL DRAWINGS AND CALCULATIONS FOR ALL STRUCTURAL REQUIREMENTS, INCLUDING FOUNDATION WALL SPECIFICATIONS, AND SHEARWALL AND HOLDDOWN REQUIREMENTS. OWNER TO SELECT BRICK FOR BRICK VENEER. INSTALL AS PER ELEVATIONS, AND AS PER I.R.C. SEE GENERAL MASONRY NOTES. OWNER TO SELECT STUCCO COLOR AND TEXTURE. INSTALL AS PER ELEVATIONS. SEE ROOF FRAMING PLAN FOR ALL ROOF SLOPES. OWNER TO SELECT ROCK FOR ROCK VENEER. INSTALL AS PER ELEVATIONS, AND AS PER I.R.C. SEE GENERAL MASONRY NOTES. OWNER TO SELECT E.I.F.S. COLORS AND TEIXTURE. INSTALL AS PER ELEVATIONS, AND AS PER I.R.C. MASONRY VENEER TO BE TIED TO FRAMING WITH MASONRY TIES @ 16" O.C. EACH WAY. PROVIDE ARCHITECTURAL ASPHALT SHINGLE FOR FINISH ROOF AT FRONT AND SIDE CANOPIES. ALL METAL ROOFING AS PER METAL BUILDING MANUFACTURER. PROVIDE CLASS 'B' ARCHITECTURAL ASPHALT SHINGLES. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. IF BRICK IS USED THEN BRICK SHALL BE AS PER OWNER. SEE GENERAL MASONRY NOTES. MASON TO REVIEW DETAILING REQUIREMENTS WITH OWNER. ALL MASONRY TO BE INSTALLED AS REQUIRED BY I.R.C. OWNER TO SELECT SIDING FOR EXTERIOR. INSTALL AS PER ELEVATIONS. COORDINATE WITH DENTAL EQUIPMENT DRAWINGS FOR ALL SERVICE REQUIREMENTS OF ALL EQUIPMENT. FINISH ROOF TO BE CONCRETE TILE AS PER OWNER. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE CROWN MOLD AT ROOF SOFFIT AS INDICATED. COORDINATE WITH ELECTRICAL FOR RECESSED CANS IN SOFFIT. NEW FLOOR HEIGHT TO MATCH HEIGHT OF EXISTING FLOOR. A GENERAL NOTES B C D E F G H I J K L M N O P Q R S T U V FINISH FLOOR 100' - 0" FINISH FLOOR 100' - 0" T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" B.O. FOOTING 97' - 0" FRONT SOFFIT 111' - 0" T.O. WAINSCOT 1 104' - 0" T.O. PARAPET 2 122' - 0" 1 C.L. 2 O.E.W. 3 O.E.W. 2.2 O.E.W BELOW FROST DEPTH. SEE STRUCTURAL DRAWINGS, VERIFY FROST DEPTH WITH LOCAL JURISDICTION. SIDE CANOPY SOFFIT 109' - 0" 12 8 1 (TYP. SEL-1) (TYP. SEL-1) TRUSS BEARING 122' - 3" LIGHT FIXTURE 112' - 9" T.O. CAP 2 110' - 9" 1/4" / 12" 12 8 18 5 19 20 18 21 4 10 9 10 8 2 13 6 2 16 2 22 100' - 0" FINISH GRADE 103' - 6" TOP OF BOLLARDS 116' - 0" BOTTOM OF FASCIA 119' - 3" TOP OF CANOPY 124' - 2" TOP OF ROOF PEAK GRID TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL COLOR TO MATCH AUTUMN TAN (OYSTER) SIDING GRID HHHHAAAANNNNDDDDIIIICCCCAAAAPPPP AAAASSSSSSSSIIIISSSSTTTTAAAANNNNCCCCEEEE AAAAVVVVAAAAIIIILLLLAAAABBBBLLLLEEEE 14' - 0" 24' - 0" 14' - 0" 6" 3" 3" 111 2 1 3 4 5 6 9 8 7 6 10 11 11 (OYSTER) 3 4 5 6 7 8 9 6 10 11 14 14 124' - 11" TOP OF ROOF PEAK 100' - 0" FINISH GRADE 103' - 6" TOP OF BOLLARDS 116' - 0" BOTTOM OF FASCIA 119' - 3" TOP OF CANOPY GRID 12' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 12' - 0" 2' - 0" 7' - 0" 3' - 0" GRID GRID GRID 3' - 0" 7' - 0" GRID TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL 12 8 6 11 2 1 (OYSTER) 2' - 6" 13 COLOR TO MATCH AUTUMN TAN SIDING COLOR TO MATCH SAIL CLOTH BUILDING TRIM 1 12 8 6 11 13 12 8 6 11 1 (OYSTER) 12 8 6 11 12 8 6 11 2 COLOR TO MATCH AUTUMN TAN SIDING 11 14 11 14 14 14' - 0" ALIGN WITH BLDG COLOR TO MATCH AUTUMN TAN SIDING 1 14 15 0" 1" 2" 1 2 3 4 5 1 2 3 4 5 A B C D SCALE DRAWN BY CHECKED BY PROJECT NUMBER FILE SEAL DATE STATUS DATE REVISION 3/16" = 1'-0" 4/20/2016 1:58:47 PM A2.4 CANOPY ELEVATIONS FFKR FFKR 15072 FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD LOT 1, MAVERIK SUBDIVISION FILING NO. 1 FORT COLLINS, COLORADO 80524 04/20/16 PRE DESIGN KEYED NOTES 1 ALUMINUM COMPOSITE METAL PANEL. 2 BACKLIT ELECTRIC SIGN W/ LED. BACKLITE WITH RED LETTERS, FLUSH MOUNTED (BY CANOPY MANUFACTURER). SIGN AND "DOG HOUSE" FEATURE WILL BE CLOSEST TO STREET CORNER, VERIFY WITH OWNER. A SEPARATE REVIEW AND SIGN PERMIT IS REQUIRED FROM THE CITY. 3 STONE TO MATCH BUILDING WAINSCOT 4 A.D.A. SIGN FOR "HANDICAP ASSISTANCE AVAILABLE." 5 4A:40 BC FIRE EXTINGUISHER AND BRACKET, PLACEMENT SUBJECT TO FIRE MARSHAL'S FIELD DIRECTION, SEE SPECS. PLACE WITHIN A 75 FOOT TRAVEL DISTANCE OF ANY PUMP, DISPENSER OR STORAGE TANK FILL-PIPE OPENING. 6 4" DIAMETER "U" BOLLARD SET AND FILLED WITH CONCRETE BY GENERAL CONTRACTOR EXTEND 3' - 6" ABOVE FINISH SLAB OR GRADE, SEE DETAIL 10/A10.5. 7 S.S.I. (PAPER TOWELS, WINDOW WASHER CONVENIENCE UNITS) MOUNTED TO COLUMNS. PAPER TOWEL DISPENSING HEIGHT TO BE 4' - 0" A.F.F., UNITS ARE PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. 8 6" RAISED CONCRETE ISLAND WITH TOOLED EDGES AND CORNERS - 5' 0" X 3' - 0" CONCRETE ISLAND (NO METAL FORM - VERIFY SIZE WITH DISPENSER MANUFACTURER). 9 TRASH CONTAINERS (BY OWNER) 10 ASPHALT PAVING, SEE ARCHITECTURAL SITE AND CIVIL DRAWINGS, REFER TO SOILS REPORT HEAVIEST DUTY DESIGN. 11 HATCHED IS REPRESENTATION OF DISPENSING STATION (BY OTHERS). 12 REINFORCED CONCRETE PAD, SEE ARCH. SITE PLAN (BY G.C.). 13 ALL LIGHT FIXTURES (NOT SHOWN) TO BE FLUSH MOUNTED WITHIN THE DECK PANEL SOFFIT (SOFFIT COLOR TO MATCH AUTUMN TAN SIDING, SEE FINISH PLAN). SEE ELECTRICAL DRAWINGS FOR FIXTURE AND LAYOUT INSTRUCTIONS (BY OWNER). 14 1-3/4" STANDING SEAM ROOF (MBCI C-1). 15 TIMBER VENEER TO MATCH BUILDING ENTRY A2.4 2 CANOPY PERSPECTIVE A2.4 3/16" = 1'-0" 4 CANOPY END ELEVATION A2.4 3/16" = 1'-0" 3 FUEL DISPENSING CANOPY STREET ELEVATION 17 10 9 21 14 8 23 22 23 8 4 24 25 T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" B.O. FOOTING 97' - 0" FINISH GRADE 100' - 0" FRONT SOFFIT 111' - 0" T.O. WAINSCOT 1 104' - 0" T.O. PARAPET 2 122' - 0" ROOF TOP BEARING 115' - 9" 1 C.L. 2 O.E.W. 3 O.E.W. BELOW FROST DEPTH. SEE STRUCTURAL DRAWINGS, VERIFY FROST DEPTH WITH LOCAL JURISDICTION. TOP OF FENCE 108' - 2" 10 9 8 5 7 4 2 3 6 11 8 14 13 12 15 16 8 17 TRUSS BEARING 122' - 3" LIGHT FIXTURE 112' - 9" 1/4" / 12" 8" / 12" T.O. CAP 2 110' - 9" 20 6' - 0" BURNISHED BLOCK, COLOR TO MATCH BUILDING 6' - 0" BURNISHED BLOCK, COLOR TO MATCH BUILDING 0" 1" 2" 1 2 3 4 5 1 2 3 4 5 A B C D SCALE DRAWN BY CHECKED BY PROJECT NUMBER FILE SEAL DATE STATUS DATE REVISION 1/4" = 1'-0" 4/20/2016 1:58:40 PM A2.3 ARCHITECTURAL ELEVATIONS FFKR FFKR 15072 FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD LOT 1, MAVERIK SUBDIVISION FILING NO. 1 FORT COLLINS, COLORADO 80524 04/20/16 PRE DESIGN A2.3 1/4" = 1'-0" 1 RIGHT SIDE ELEVATION A2.3 1/4" = 1'-0" 2 LEFT SIDE ELEVATION KEYED NOTES 1 CONCRETE SLAB AT HOUSEKEEPING BEYOND, SLOPE AWAY FROM BUILDING AT 1:48 SLOPE. SEE CIVIL FOR GRADES. 2 MBCI PRE-FAB, PRE-FINISHED ROOF PANELS. COLOR C-1 3 PRE-FINISHED METAL EAVE FLASHING BY ROOF MANUFACTURER COLOR C-1 4 COLOR TO BE BB-3, SEE COLOR SCHEDULE ON SHEET A-8.1 5 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A-10.3 6 26 GAUGE PRE-FINISHED METAL GUTTER (COLOR C-2). NO EXTERNAL DOWNSPOUTS, GUTTER SHALL ATTACH TO INTERNAL DOWNSPOUT WITH PREFINISHED METAL REDUCER STEM TO ATTACH TO 3" ABS PIPE WITHIN COLUMN, WITH NO-HUM CONNECTOR, AND OUT FRONT OF STORE UNDER FRONT SIDEWALK. HEAT TRACE THRU DRAIN PIPE. SEE ELECTRICAL PLAN SEE ARCHITECTURAL SITE PLAN TO SEE WHERE IT TERMINATES. SEE CIVIL AND PLUMBING DRAWINGS. 7 WHERE COLUMNS APPEAR AT ELEVATION ABOVE CANOPY, E.I.F.S. OVER LIQUID APPLIED AIR BARRIER OVER SHEATHING OVER METAL FURRING. 8 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL. 9 STONE VENEER (BR-1 SEE COLOR SCHEDULE), SEE DETAIL 3/A-10.4 AND 1/A-7.1 10 STONE VENEER SILL CAP (SEE COLOR SCHEDULE BR-1). SEE DETAIL 3/A-10.4 AND 1/A-7.1 11 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS. 12 BATT AND BOARD, SEE COLOR SCHEDULE. 13 DASHED LINE IS LINE OF ROOF BEYOND. 14 24 GAUGE PRE-FINISHED COPING SECURED TO 24 GAUGE PRE-FINISHED CONTINUE CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAIL AT 6" O.C. FASTEN INSIDE LEG OF COPING TO PARAPET WITH NEOPRENE GASKETED FASTENERS. ALL SEAMS TO BE STANDING SEAM. NO LAPS ALLOWED. 15 EXTERIOR CONCRETE WALK WITH SAW CUT JOINTS ONLY. SLOPE 1:48 AWAY FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT AND LOCATION. 16 PRE-FINISHED METAL SOFFIT, COLOR C-3 17 PRE-FINISHED METAL FASCIA, COLOR C-1. 18 FIBER CEMENT BOARD AND BATTEN BB-2; SEE FINISH SCHEDULE 19 OWNER SUPPLIED/INSTALLED FREEZER/COOLER UNIT - METAL ROOF COLOR TO MATCH E.I.F.S-1 20 PROVIDE SCUPPER THROUGH PARAPET WALL FOR ROOF DRAINAGE. 21 FIBER CEMENT BOARD AND BATTEN BB-1; SEE FINISH SCHEDULE 22 MAVERIK SIGN BY YES CO. PERMITTED UNDER SEPARATE PERMIT. SEE ELECTRICAL DRAWINGS. 23 CAULK ALONG DISSIMILAR MATERIALS. 24 SPLIT FACED CMU, COLOR TO MATCH DARK COLOR SIDING 25 CHAINLINK GATE W/ PRIVACY SLATS ABBREVIATIONS: C.L. - CENTER LINE OF STRUCTURAL COLUMN. O.E.M. - OUTSIDE EDGE OF WALL. A2.3 1/4" = 1'-0" 3 TRASH AND RECYCLING ENCLOSURE FRONT ELEVATION A2.3 1/4" = 1'-0" 4 TRASH AND RECYCLING ENCLOSURE SIDE ELEVATION T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" B.O. FOOTING 97' - 0" FINISH GRADE 100' - 0" T.O. PARAPET 2 122' - 0" ROOF TOP BEARING 115' - 9" A O.E.W. B O.E.W. C C.L. D C.L. E C.L. F C.L. G O.E.W. BELOW FROST DEPTH. SEE STRUCTURAL DRAWINGS, VERIFY FROST DEPTH WITH LOCAL JURISDICTION. 2 1 2 3 3 TOP OF FENCE 108' - 2" TRUSS BEARING 122' - 3" LIGHT FIXTURE 112' - 9" 4 5 6 7 T.O. CAP 2 110' - 9" 2 1 1 13 15 14 14 15 16 16 17 T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" T.O. PARAPET 2 122' - 0" TRUSS BEARING 122' - 3" 9 8 6 6 10 10 12 11 6 6 12 11 12 16 16 SLOPE 1/4"-12" 24 GAUGE PRE- FINISHED COPING FIBER CEMENT TRIM 88-3 FIBER-CEMENT BATTEN. SEE ELEVATIONS SINGLE PLY ROOFING MEMBRANE. SEE SPECS APPROVED SEALANT (S8 240 OR STRIP MASTIC) SEE SPECS PRE-FABRICATED PARAPET WALL FLASHING PLATE & FASTENER REQ. TACK WELD BETWEEN FASTENERS TO PREVENT BRIDGING POLYISOCYANURATE INSULATION, SEE ROOF PLAN LIGHT FIXTURE SEE ELECTRICAL 6" 10 1/2" 1/2" 7 5/8" 1/2" 6" 1' - 2 5/8" 4" FIBER- CEMENT SOFFIT 0" 1" 2" 1 2 3 4 5 1 2 3 4 5 A B C D SCALE DRAWN BY CHECKED BY PROJECT NUMBER FILE SEAL DATE STATUS DATE REVISION As indicated 4/20/2016 1:58:34 PM A2.2 ARCHITECTURAL ELEVATIONS FFKR FFKR 15072 FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD LOT 1, MAVERIK SUBDIVISION FILING NO. 1 FORT COLLINS, COLORADO 80524 04/20/16 PRE DESIGN KEYED NOTES 10 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A-10.3 11 COLOR TO BE BB-3, SEE COLOR SCHEDULE ON SHEET A-8.1 12 24 GAUGE PRE-FINISHED COPING SECURED TO 24 GAUGE PRE-FINISHED CONTINUE CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAIL AT 6" O.C. FASTEN INSIDE LEG OF COPING TO PARAPET WITH NEOPRENE GASKETED FASTENERS. ALL SEAMS TO BE STANDING SEAM. NO LAPS ALLOWED. 13 WRAP MEMBRANE UP UNDER CAP. TYP. 14 ROOF SCUPPER. SEE DETAIL 6/A10.3 15 ROOF DOWNSPOUT TO TIE INTO STORM DRAIN 16 BIRD SPIKES 17 SPLIT FACED CMU, COLOR TO MATCH DARK COLOR SIDING KEYED NOTES 1 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS. 2 EXTERIOR CONCRETE WALK WITH SAW CUT JOINTS ONLY. SLOPE 1:48 AWAY FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT AND LOCATION. 3 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL. 4 OWNER SUPPLIED AND CONTRACTOR/VENDOR INSTALLED ICONS. 5 STONE VENEER (BR-1 SEE COLOR SCHEDULE), SEE DETAIL 3/A-10.4 AND 1/A-7.1 6 SINGLE-PLY ROOFING MEMBRANE OVER RIGID POLYISOCYANURATE INSULATION, SEE ROOF PLAN AND SPECS. WRAP MEMBRANE UP UNDER PARAPET CAP, TYP. 7 1-1/2" BATT BOARD; SEE COLOR SCHEDULE AND ELEVATIONS 8 MBCI PRE-FAB, PRE-FINISHED ROOF PANELS. COLOR C-1 9 WRAP MEMBRANE OVER THE WALL AND UNDER ALL OF THE METAL ROOFING. A2.2 1/4" = 1'-0" 1 REAR ELEVATION A2.2 1/4" = 1'-0" 2 PARTIAL FRONT WALL REAR VIEW ELEVATION ABBREVIATIONS: C.L. - CENTER LINE OF STRUCTURAL COLUMN. O.E.M. - OUTSIDE EDGE OF WALL. A2.2 1 1/2" = 1'-0" 3 CORNICE DETAIL A2.2 0" 1" 2" 1 2 3 4 5 1 2 3 4 5 A B C D SCALE DRAWN BY CHECKED BY PROJECT NUMBER FILE SEAL DATE STATUS DATE REVISION 1/4" = 1'-0" 4/20/2016 1:58:24 PM A2.1 ARCHITECTURAL ELEVATIONS FFKR FFKR 15072 FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD LOT 1, MAVERIK SUBDIVISION FILING NO. 1 FORT COLLINS, COLORADO 80524 04/20/16 PRE DESIGN A2.1 1/4" = 1'-0" 2 FRONT ELEVATION KEYED NOTES. 1 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS. 2 EXTERIOR CONCRETE WALK WITH SAW CUT JOINTS ONLY. SLOPE 1:48 AWAY FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT AND LOCATION. 3 SILICON GLAZING SEALANT. 4 STONE VENEER SILL CAP (SEE COLOR SCHEDULE BR-1). SEE DETAIL 3/A-10.4 AND 1/A-7.1 5 PRE-FINISHED METAL FASCIA, COLOR C-1. 6 STOREFRONT WINDOW FRAMING SYSTEM. SEE DETAIL 3/A7.1 7 CAULK ALONG DISSIMILAR MATERIALS. 8 ALUMINUM ENTRY DOOR. SEE DETAIL 2/A7.1 9 PRE-FINISHED METAL SOFFIT, COLOR C-3 10 OWNER SUPPLIED AND CONTRACTOR/VENDOR INSTALLED ICONS. 11 SEE ELECTRICAL PLANS 12 HEAT TRACE THRU DRAIN PIPE, SEE ELECTRICAL PLAN. CONTROL BOX ON FACADE TO BE CENTERED OVER GUTTER, PAINT TO MATCH E.I.F.S. 13 26 GAUGE PRE-FINISHED METAL GUTTER (COLOR C-2). NO EXTERNAL DOWNSPOUTS, GUTTER SHALL ATTACH TO INTERNAL DOWNSPOUT WITH PREFINISHED METAL REDUCER STEM TO ATTACH TO 3" ABS PIPE WITHIN COLUMN, WITH NO-HUM CONNECTOR, AND OUT FRONT OF STORE UNDER FRONT SIDEWALK. HEAT TRACE THRU DRAIN PIPE. SEE ELECTRICAL PLAN SEE ARCHITECTURAL SITE PLAN TO SEE WHERE IT TERMINATES. SEE CIVIL AND PLUMBING DRAWINGS. 14 FIBER CEMENT BOARD AND BATTEN BB-1; SEE FINISH SCHEDULE 15 MBCI PRE-FAB, PRE-FINISHED ROOF PANELS. COLOR C-1 16 24 GAUGE PRE-FINISHED COPING SECURED TO 24 GAUGE PRE-FINISHED CONTINUE CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAIL AT 6" O.C. FASTEN INSIDE LEG OF COPING TO PARAPET WITH NEOPRENE GASKETED FASTENERS. ALL SEAMS TO BE STANDING SEAM. NO LAPS ALLOWED. 17 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A-10.3 18 FIBER CEMENT BOARD AND BATTEN BB-2; SEE FINISH SCHEDULE 19 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL. 20 HEAVY TIMBER VENEER OVER LIQUID APPLIED AIR BARRIER OVER SHEATHING OVER METAL FURRING. 21 STEEL GUSSET PLATES. TYPICAL FOR TIMBER CONNECTIONS, POWDER COATED (VERIFY WITH ARCHITECT); SEE STRUCTURAL 22 WOOD TIMBER COLUMNS AND BEAMS, STAIN BEFORE ASSEMBLING; SEE ELEVATIONS AND STRUCTURAL DRAWINGS. 23 STONE VENEER (BR-1 SEE COLOR SCHEDULE), SEE DETAIL 3/A-10.4 AND 1/A-7.1 24 BIRD SPIKES ABBREVIATIONS: C.L. - CENTER LINE OF STRUCTURAL COLUMN. O.E.M. - OUTSIDE EDGE OF WALL. A2.1 3 BUILDING PERSPECTIVE1 D C.L. E C.L. E C.L. F C.L. F C.L. G O.E.W. G O.E.W. 1 C.L. 1 C.L. 2 O.E.W. 2 O.E.W. 3 O.E.W. 3 O.E.W. 2.2 O.E.W 2.2 O.E.W A10.1 2 TYP. OF 9 TYP. 6 LOCATIONS AT RETAIL AREA A9.1 12 A5.1 5 A9.3 2 A9.2 10 14 12 2 3 10 5 6 7 4 13 13 LOCKABLE NOT LOCKABLE 2 2 3 A 4 1 A4.1 2 A4.1 5 A4.2 6 A4.2 3 A4.1 4 A4.2 A10.4 1 2 A3.1 2 A3.1 30º BEER COOLER STORAGE 116 BON-FIRE GRILL A2.5 7 2 4 3 A2.6 5 6 7 A2.7 10 9 A2.6 4 3 2 1 A2.7 3 2 1 4 A2.7 6 7 8 5 A2.5 6 5 1 1 11 11 2 3 4 5 2 6 6 6 5 5 5 9 8 7 1 10 2 11 12 13 14 14 15 15 A2.5 1 11 13 A9.4 6 A9.2 4 16 16 16 1 1 4' - 6" A9.2 8 A21 2 A23 2 A22 1 1 A23 3' - 9 7/8" 6" 6" ALL PENETRATIONS IN CABINETRY TO BE CAULKED AND SEALED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE CONCRETE FLOOR AND GLASS DURING CONSTRUCTION. SEE EQUIPMENT PLAN - SHEET A1.5 WALL TYPES AND PLAN ON SHEETS A8.2, A8.3, A8.4, & A1.8. G.C. TO DIRECT STRUCTURAL QUESTIONS TO ARCHITECT. TAPE ONLY ON GYPSUM BOARD ON UNEXPOSED WALL BETWEEN REFRIGERATION PANEL WALLS AND EXTERIOR BEARING WALL. DO NOT SEAL THE FLOOR IN THE BEVERAGE COOLER AND THE BEER COOLER AREAS. A GENERAL NOTES B C E D F 0" 1" 2" 1 2 3 4 5 1 2 3 4 5 A B C D SCALE DRAWN BY CHECKED BY PROJECT NUMBER FILE SEAL DATE STATUS DATE REVISION As indicated 4/20/2016 1:58:14 PM A1.2 FLOOR PLAN FFKR FFKR 15072 FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD LOT 1, MAVERIK SUBDIVISION FILING NO. 1 FORT COLLINS, COLORADO 80524 04/20/16 PRE DESIGN A1.2 1/4" = 1'-0" 1 FLOOR PLAN KEYED NOTES. 15 STEEL COLUMNS, SEE STRUCTURAL. 16 ROOF DRAIN TO TIE INTO STORM DRAIN SYSTEM. KEYED NOTES. 1 FOUNDATION WALL SHALL ALIGN WITH STONE VENEER TO SUPPORT THE STONE, SEE STRUCTURAL AND SLAB PLAN. 2 CANOPY ROOF DRAIN. NO PIPE JOINTS BELOW FINISHED FLOOR, SEE CIVIL DRAWINGS. PROVIDE HEAT TRACE THRU PIPE, SEE ELECTRICAL & PLUMBING DRAWINGS. 3 STAINLESS STEEL EXHAUST HOOD AND SKIRT. SEE HVAC DRAWINGS FOR FABRICATOR. ALIGN WITH TOP OF TILE. 4 5/8" TYPE "X" GYP. BOARD SURFACE ATTACHED TO COOLER WALL, CONTINUOUS TO DECK SEE 7/A10.1. 5 METAL STUD FRAMING FURR OUT (FROM TOP OF FOUNDATION WALL TO TOP OF PARAPET WALLS). 6 LINE OF CANOPY ROOF ABOVE (SEE A1.6). 7 TUBULAR STEEL BETWEEN COLUMNS. SEE STRUCTURAL DRAWINGS. 8 SOLID SURFACE SILL. SEE 1/A7.1. 9 STOREFRONT WINDOW FRAMING SYSTEM, SEE WINDOW SCHEDULE ON SHEET A7.1. 10 STUB UP P.O.S. CABLING FROM OFFICE TO P.O.S. STATION. 11 2X SUPPORT BLOCKING, CONT. AS REQUIRED FOR FIXTURES. 12 DASHED LINE INDICATES SKYLIGHT ABOVE. SEE REFLECTED CEILING PLAN. 13 RESTROOM (MEN'S AND WOMEN'S) WALL MOUNTED SIGN WITH ACCESSIBILITY SYMBOL. 14 ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS AND ELECTRICAL ROOM ELEVATIONS. ABBREVIATIONS: C.L. - CENTER LINE OF STRUCTURAL COLUMN. O.E.W. - OUTSIDE EDGE OF WALL.