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HomeMy WebLinkAboutMAVERIK CONVENIENCE STORE & FUEL SALES - PDP - PDP150028 - SUBMITTAL DOCUMENTS - ROUND 1 - ELEVATIONSFINISH 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. 1 2 2 3 4 4 4 4 4 5 6 66 77 8 99 11 10 5 SIDE CANOPY SOFFIT 109' - 0" 1 A4.1 3 A4.1 4 A4.2 2 A3.1 2 A3.1 (SEL-2) 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 T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" 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" 5 A4.2 6 A4.2 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 19 18 5 20 21 4 22 19 9 10 13 2 8 10 6 2 16 100' - 0" FINISH GRADE 103' - 6" TOP OF BOLLARDS 116' - 0" BOTTOM OF FASCIA 119' - 3" TOP OF CANOPY 16' - 0" 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 GRID GRID GRID GRID 1 2 3 4 5 6 7 8 9 2 10 2 22 1 3 4 5 7 8 3 4 5 7 8 6 3 4 5 7 8 6 12' - 0" 28' - 0" TYP. . 28' - 0" TYP. . 28' - 0" TYP. 12' - 0" 7' - 0" 3' - 0" 3' - 0" 2' - 6" 2' - 0" 6' - 0" (SCARLET RED) (SCARLET RED) (OYSTER) (OYSTER) 6' - 4" 14' - 0" 12' - 0" 3' - 0 1/2" 6' - 4 1/2" 4' - 7" 3' - 8" TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL OPEN TO BELOW (PUMP ACCESS) 5' - 0" 3' - 0" TYP. 2' - 6" 1' - 2" 2' - 0" 11 7 11 66 12 11 11 13 4 3 14 15 16 8 5 17 14 7 11 12 66 18 18 GRID NOTE: 6" RAISED CONCRETE ISLAND WITH TOOLED EDGES AND CORNERS TO BE POURED FIRST. 5' - 0" X 3' - 0" CONCRETE ISLAND (NO METAL FORM - VERIFY SIZE WITH DISPENSER MANUFACTURER). AFTER THE 5' - 0" X 3' - 0" FUEL ISLAND HAS BEEN POURED, SLOPE CONCRETE AWAY FROM ISLAND IN ALL (4) DIRECTIONS. 6" MINIMUM AND 7" MAXIMUM HEIGHT AT ISLAND ON ALL (4) SIDES (TYPICAL FOR ALL). 10 A10.5 100' - 0" FINISH GRADE 103' - 6" TOP OF BOLLARDS 116' - 0" BOTTOM OF FASCIA 119' - 3" TOP OF CANOPY 100' - 0" FINISH GRADE GRID TYP. SLOPE SEE CIVIL TYP. SLOPE SEE CIVIL HHHHAAAANNNNDDDDIIIICCCCAAAAPPPP AAAASSSSSSSSIIIISSSSTTTTAAAANNNNCCCCEEEE AAAAVVVVAAAAIIIILLLLAAAABBBBLLLLEEEE 1' - 6" 3' - 4" 6" 3" 7' - 9" 12' - 0" 14' - 0" 8 19 7 5 6 12 16 12 6 7 4 14 3 2 222 (SCARLET RED) (OYSTER) 2 A2.4 9 10 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 06/09/2015 PERMIT SET As indicated 7/1/2015 10:23:55 AM A2.4 CANOPY ELEVATIONS Checker Author 15062 SPRING CREEK MAVERIK NEC BOYD KENNEDY AND LAMOILLE HIGHWAY SPRING CREEK, NEVADA 89815 PERMIT SET A2.4 1/4" = 1'-0" 1 FUEL DISPENSING CANOPY STREET ELEVATION A2.4 1/2" = 1'-0" 2 CANOPY COLUMN PLAN A2.4 1/4" = 1'-0" 3 CANOPY END ELEVATION KEYED NOTES 1 ALL LIGHT FIXTURES (NOT SHOWN) TO BE FLUSH MOUNTED WITHIN THE DECK PANEL SOFFIT (SOFFIT COLOR TO BE FLY-AWAY BLUE, SEE FINISH PLAN). SEE ELECTRICAL DRAWINGS FOR FIXTURE AND LAYOUT INSTRUCTIONS (BY OWNER). 2 ALUMINUM COMPOSITE METAL PANEL. 3 GRAPHICS OVER METAL PANEL COLUMN CLADDING, BY OWNER. 4 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. 5 6" RAISED CONCRETE ISLAND WITH TOOLED EDGES AND CORNERS - 5' 0" X 3' - 0" CONCRETE ISLAND (NO METAL FORM - VERIFY SIZE WITH DISPENSER MANUFACTURER). 6 REINFORCED CONCRETE PAD, SEE ARCH. SITE PLAN (BY G.C.). 7 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. 8 HATCHED IS REPRESENTATION OF DISPENSING STATION (BY OTHERS). 9 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. 10 1-3/4" STANDING SEAM ROOF (MBCI C-1). 11 EXPANSION JOINTS. FILL JOINT WITH "JET FUEL RESISTANT" JOINT SEALANT. SEE SPECIFICATIONS AND DETAIL 5/A10.4. 12 ASPHALT PAVING, SEE ARCHITECTURAL SITE AND CIVIL DRAWINGS, REFER TO SOILS REPORT HEAVIEST DUTY DESIGN. 13 LINE INDICATES LOCATION OF BLOCK OUT FOR COLUMN. 14 A.D.A. SIGN FOR "HANDICAP ASSISTANCE AVAILABLE." 15 WARNING SIGNS ON COLUMN PROVIDED BY OWNER, INSTALLED BY CONTRACTOR FIRE EXTINGUISHERS PROVIDED AND INSTALLED BY CONTRACTOR (REQUIRED AS PER LOCAL JURISDICTION). 16 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. 17 OPW DISPENSER CONTAINMENT SUMP ABOVE. 18 CONTROL JOINT, FILL JOINT WITH "JET FUEL RESISTANT" JOINT SEALANT. SEE SPECIFICATIONS. 19 TRASH CONTAINERS (BY OWNER) 2 23 17 10 9 22 14 8 23 24 24 8 4 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" 5 A4.2 6 A4.2 6 3 2 4 7 5 8 9 10 11 15 12 13 14 8 16 8 17 TRUSS BEARING 122' - 3" LIGHT FIXTURE 112' - 9" 18 1/4" / 12" 8" / 12" T.O. CAP 2 110' - 9" FINISH FLOOR 100' - 0" B.O. FOOTING 97' - 0" FINISH GRADE 100' - 0" T.O. FOUNDATION 98' - 9" 21 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 06/17/2015 1/4" = 1'-0" 6/17/2015 10:08:09 AM A2.3 ARCHITECTURAL ELEVATIONS Checker Author FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD FORT COLLINS, COLORADO 80524 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 ROOF ACCESS LADDER WITH LOCKED SECURITY GATE, BLOCKING REQUIRED. SEE DETAIL 8/A-10.2 19 FIBER CEMENT BOARD AND BATTEN BB-2; SEE FINISH SCHEDULE 20 OWNER SUPPLIED/INSTALLED FREEZER/COOLER UNIT - METAL ROOF COLOR TO MATCH E.I.F.S-1 21 PROVIDE SCUPPER THROUGH PARAPET WALL FOR ROOF DRAINAGE. 22 FIBER CEMENT BOARD AND BATTEN BB-1; SEE FINISH SCHEDULE 23 MAVERIK SIGN BY YES CO. PERMITTED UNDER SEPARATE PERMIT. SEE ELECTRICAL DRAWINGS. 24 CAULK ALONG DISSIMILAR MATERIALS. ABBREVIATIONS: C.L. - CENTER LINE OF STRUCTURAL COLUMN. O.E.M. - OUTSIDE EDGE OF WALL. 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" 2 A4.1 4 A4.2 2 A3.1 2 A3.1 TRUSS BEARING 122' - 3" LIGHT FIXTURE 112' - 9" 5 4 6 7 9 10 11 8 12 10 11 13 14 15 9 10 16 6 17 6 T.O. CAP 2 110' - 9" 1 1 2 21 22 15 24 23 23 24 T.O. ROOFING 130' - 6 3/4" T.O. PARAPET 1 120' - 6" T.O. PARAPET 2 122' - 0" TRUSS BEARING 122' - 3" 18 19 17 17 13 13 14 20 17 17 14 20 20 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 06/17/2015 As indicated 6/17/2015 10:09:48 AM A2.2 ARCHITECTURAL ELEVATIONS Checker Author FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD FORT COLLINS, COLORADO 80524 KEYED NOTES 23 ROOF SCUPPER 24 ROOF DOWNSPOUT TO TIE INTO STORM DRAIN KEYED NOTES 17 SINGLE-PLY ROOFING MEMBRANE OVER RIGID POLYISOCYANURATE INSULATION, SEE ROOF PLAN AND SPECS. WRAP MEMBRANE UP UNDER PARAPET CAP, TYP. 18 MBCI PRE-FAB, PRE-FINISHED ROOF PANELS. COLOR C-1 19 WRAP MEMBRANE OVER THE WALL AND UNDER ALL OF THE METAL ROOFING. 20 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. 21 WRAP MEMBRANE UP UNDER CAP. TYP. 22 PROVIDE TOP PLATFORM OVER PARAPET. KEYED NOTES 9 SECONDARY ROOF DRAIN ON ROOF BEYOND SEE PLUMBING DRAWINGS. 10 HEAT TRACE THRU DRAIN PIPE, SEE ELECTRICAL PLAN. CONTROL BOX ON FACADE TO BE CENTERED OVER GUTTER, PAINT TO MATCH E.I.F.S. 11 SEE MECHANICAL/PLUMBING PLANS. 12 CAST BRONZE DOWNSPOUT NOZZLE. 13 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A-10.3 14 COLOR TO BE BB-3, SEE COLOR SCHEDULE ON SHEET A-8.1 15 PRIMARY ROOF DRAIN ON ROOF BEYOND, SEE PLUMBING DRAWINGS. 16 ROOF ACCESS LADDER WITH LOCKED SECURITY GATE, BLOCKING REQUIRED. SEE DETAIL 8/A-10.2 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 1-1/2" BATT BOARD; SEE COLOR SCHEDULE AND ELEVATIONS 7 8'-0" HIGH CHAIN LINK FENCE WITH GATE. 8 DASHED LINE IS LINE OF ROOF BEYOND. 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. (NO EXTERNAL DOWNSPOUT) TRUSS BEARING 122' - 3" 3 A3.1 12 12 15 13 16 14 15 13 17 16 17 14 14 18 14 18 18 T.O. CAP 2 110' - 9" 3 6 1 8 19 FINISH FLOOR 100' - 0" B.O. FOOTING 97' - 0" FINISH GRADE 100' - 0" T.O. FOUNDATION 98' - 9" A10.4 14 21 22 20 23 23 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 06/17/2015 1/4" = 1'-0" 6/17/2015 10:11:16 AM A2.1 ARCHITECTURAL ELEVATIONS Checker Author FORT COLLINS MAVERIK MULBERRY STREET AND FRONTAGE ROAD FORT COLLINS, COLORADO 80524 A2.1 1/4" = 1'-0" 2 FRONT ELEVATION A2.1 1 BUILDING PERSPECTIVE 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. 7 CAULK ALONG DISSIMILAR MATERIALS. 8 ALUMINUM ENTRY DOOR. 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, PAINTED (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 ABBREVIATIONS: C.L. - CENTER LINE OF STRUCTURAL COLUMN. O.E.M. - OUTSIDE EDGE OF WALL.