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Home My WebLink AboutSTAR Bank_Carmel_90% BID SET_COMBINEDPROJECT LOCATION: PROJECT NAME: GOVERNING BUILDING CODE: PROJECT TYPE: 104 E CARMEL DRIVE CARMEL, INDIANA 46032 STAR BANK - BRANCH RENOVATION 2012 INTERNATIONAL BUILDING CODE WITH INDIANA AMENDMENTS BANK CHAPTER 3 USE GROUP: CHAPTER 5 AREA AND HEIGHT LIMITATIONS: CHAPTER 6 CONSTRUCTION TYPE: CHAPTER 9 FIRE SUPPRESSION: CHAPTER 10 NUMBER OF EXITS: TRAVEL DISTANCE: COMMON PATH OF TRAVEL: OCCUPANCY LOAD : BUSINESS (B) ALLOWABLE AREA: 9,000 SF PER TABLE 503 (BASED ON B OCCUPANCY) ACTUAL AREA: 5,692 SF (EXISTING) ALLOWABLE HEIGHT: 2 STORY / 40 FT PER TABLE 503 ACTUAL HEIGHT: 1 STORY / 18 FT (EXISTING) VB (EXISTING) THIS BUILDING WILL NOT HAVE AN AUTOMATIC FIRE SPRINKLER SYSTEM. 1 REQUIRED (PER TABLE 1015.1), 1 PROVIDED 200 FT PER TABLE 1016.2 75 FT PER TABLE 1014.3 B-BUSINESS = 57 OCC @ 5,692 SF ACTUAL = 4 OFFICES AT 1 OCCUPANT PER OFFICE = 4 CASH AREA (243 SF) AT 1/100 = 3 LOBBY (939 SF) AT 1/100 = 10 TOILET, BREAKROOM, MECH/ELEC, IT, AND WORK AREA (AREAS ONLY TO BE USED BY OCUUPANTS FROM OTHER SPACES) =0 SUBTOTAL =17 TENANT = (2,754 SF) AT 1/100 =28 TOTAL =45 Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:32 PM076910 10.31.2017 COVER SHEET G001 Sheet Number Sheet Name 75%90%Permit GENERAL G001 COVER SHEET x x G002 ABBREVIATIONS, SYMBOLS, & GENERAL NOTES x x G003 LIFE SAFETY PLAN x x DEMOLITION AD101 DEMOLITION FLOOR PLAN x x AD102 DEMOLITION REFLECTED CEILING PLAN x x AD301 DEMOLITION WALL SECTIONS x x AD302 DEMOLITION WALL SECTIONS x x ARCHITECTURAL DRAWINGS A001 WALL TYPES AND DETAILS x x A002 ADA GUIDELINES AND TOLERANCES x x A101 FLOOR PLAN x x A102 FF&E AND FINISH PLAN x x A103 REFLECTED CEILING PLAN AND DETAILS x x A104 ROOF PLAN x x A201 ELEVATIONS x x A202 ELEVATIONS x x A301 WALL SECTIONS x x A302 WALL SECTIONS x x A303 SECTION DETAILS x x A304 SECTION DETAILS x A401 ENLARGED TYP. TOILET RM PLAN AND ELEVATIONS x x A402 INTERIOR ELEVATIONS x A501 CASEWORK DETAILS x A502 CASEWORK DETAILS x A503 INTERIOR DETAILS x x A510 ROOF DETAILS x x A601 DOOR SCHEDULE AND DETAILS x x A701 SIGNAGE x MECHANICAL M001 HVAC ABBREVIATIONS AND SPECIFICATIONS x x M201 FLOOR PLAN HVAC x x ELECTRICAL E001 ELECTRICAL SYMBOLS x x E101 FLOOR PLAN LIGHTING x x E102 FLOOR PLAN POWER & SYSTEMS x x E201 SCHEDULES AND ONE LINE POWER RISER x x E301 ELECTRICAL SPECIFICATIONS x x PLUMBING P101 PLUMBING FLOOR PLAN x x P102 PLUMBING SPECIFICATIONS AND DETAILS x x PROJECT TEAM DRAWING INDEX LOCATION MAP VICINITY MAP PROJECT IMAGE Remodel Branch - Carmel Location 140 E. CARMEL DR., CARMEL, INDIANA 46032 90% BID SET -November 27, 2017 Project No: 076910 7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 TOILETS LAVATORIES DRINKING FOUNTAIN SERVICE SINK WOMENMEN UNISEX MEN WOMEN UNISEX REQUIRED PROVIDED 1 2 TOILETSURINALSTOILETS1/25TOILETS - - 1 2 - - 1 2 1 2 - - 1 - - USE GROUP B 1/100 1 REQD.1/40 1/40 - PLUMBING FIXTURE REQUIREMENTS OCCUPANTS 45 TOTAL MEN/WOMEN 510 W. Washington Blvd Fort Wayne, IN 46802 PH: 260.461.1470 FAX: 260.422.3129 CODE INFORMATION PLUMBING NOTES: 1.) RESTROOMS SHALL COMPLY WITH IBC CHAPTER 11 AND ANSI 117.1 1 PROJECT LOCATION PROJECT SITE Suite 100 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. ALL WORK REQUIRING MEASURING TO BE DONE ACCORDING TO FIGURES ON DRAWINGS, NOT SCALED FROM DRAWINGS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.CONTRACTOR TO SUBMIT SPECIFIC DISCREPANCY FOR ARCHITECT REVIEW, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. POCKET DOOR BI-FOLD DOOR DOUBLE ACTING DOOR EXIST. DOOR TO REMAIN NEW SINGLE DOOR TYPICAL DOOR CONVENTIONS ACCORDIAN FOLDING DOOR DOOR WITH 180 DEGREE SWING EXIST. DOOR TO BE REMOVED NEW PAIR OF DOORS SHADED PORTION IS THE SIDE CONSIDERED ROOM NAME KEY NOTE REVISION/CHANGE ROOM NUMBER DATUM POINT MATCH LINE OPENING SYMBOL DOOR SYMBOL GRAPHIC SYMBOLS WORK POINT COLUMN CENTER LINES ROOM SYMBOL WALL TYPE R.D. MISCELLANEOUS SYMBOLS F.D. CHANGE IN ELEVATION ROOF DRAIN FLOOR DRAINA 1 STORAGE 101 #101 # 1101 ELEVATION INDICATIONS GLASS ACOUSTICAL TILE GYPSUM BOARD CONCRETE SIDING LATH AND PLASTER MASONRY WOOD FINISHES INSULATION LOOSE OR BATT GLASS SMALL SCALE PLYWOOD FINISH RIGID LARGE SCALE ROUGH METAL METAL @ LARGE SCALE STONE CAST STONE C.M.U. METAL @ SMALL SCALE FACE BRICK CONCRETE CONCRETE EARTHWORK EARTH OR COMPACT FILL LT. WEIGHT CONCRETE GRANULAR FILL SPRAY FOAM GLASS BLOCK BLOCKING MORTAR ROCK BRICK CMU SHINGLES CARPET ENLARGED DETAIL INTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING / DETAIL SECTION DRAWING TITLE END OF SECTION DRAWING SHEET NUMBER DRAWING REFERENCE NUMBER DRAWING SHEET NUMBER DRAWING REFERENCE NUMBER SCALE OF DRAWING DRAWING TITLE DRAWING REFERENCE NUMBER DRAWING SHEET NUMBER DRAWING REFERENCE NUMBER / DRAWING SHEET NUMBER DRAWING REFERENCE NUMBER A401 1 3 24 A401 1 A301 1 1 DRAWING NAME 1/4" = 1'-0" A201 1 W URINAL V UR U T QUARRY TILE S QT R Q P E D C B SYMBOLS LC @ A & F I H G J K L M N O ABBREVIATIONS REFERENCE SYMBOLS MATERIAL SYMBOLS DRAWING SYMBOLS DOOR CONVENTIONS LAM LAV LINO LT WT LVR LAMINATE LAVATORY LINOLEUM LIGHT WEIGHT LOUVER MACH MAX MECH MFR MH MIN MR MO MTL MULL MACHINE MAXIMUM MECHANICAL MANUFACTURER MAN HOLE MINIMUM MARBLE MASONRY OPENING METAL MULLION N NIC NOM NTS NORTH NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OC OH OD OPNG OPP KIT KPL KITCHEN KICKPLATE JAN JT J-BOX JANITOR JOINT JUNCTION BOX ACOUS ACPL ACT ADJ AFF AFG AHR ALT ALUM APPROX ATTEN PL PLAM PLAS PLYWD PORC PSF PSI PT PTN PVC PLATE PLASTIC LAMINATE PLASTER PLYWOOD PORCELAIN POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PARTITION POLYVINYL CHLORIDE ACOUSTICAL ACOUS. PLASTER ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANCHOR ALTERNATE ALUMINUM APPROXIMATELY ATTENUATION ID IN INSUL INT INV INSIDE DIAMETER INCH INSULATION INTERIOR INVERT HC HD HDW HDWD HM HNDRL HORIZ HT HOLLOW CORE HEAD HARDWARE HARDWOOD HOLLOW METAL HANDRAIL HORIZONTAL HEIGHT G GA GALV GC GEN GFI GI GL GL BLK GT GR GYP GYP BD GYP PLAS GROUND GAUGE GALVANIZED GENERAL CONTRACTOR GENERAL GROUND FAULT INTERRUPT GALVANIZED IRON GLASS GLASS BLOCK GLAZED TILE GROUT GYPSUM GYPSUM BOARD GYPSUM PLASTER FD FDTN FH FIN FLCV FLR FLUOR FPL F.PRG FR FT FTG FLOOR DRAIN FOUNDATION FLAT HEAD FINISH FLASH COVE FLOOR FLUORESCENT FIREPLACE FIREPROOFING FRAME FOOT FOOTING AND ANGLE AT CENTER LINE DIAMETER CHANNEL BD BLDG BLK BM BOT BRG BRK BSMT BLD BOARD BUILDING BLOCK BEAM BOTTOM BEARING BRICK BASEMENT BOLLARD CAB CB CEM CEM PLAS CER CG CJ CLG CM CMU CO COL CONC CONSTR CR CPT CONT CT CU CABINET CATCH BASIN CEMENT CEMENT PLASTER CERAMIC CORNER GUARD CONTROL JOINT CEILING CERAMIC MOSAIC CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONSTRUCTION COLD ROLLED CARPET CONTINUOUS CERAMIC TILE COOLING UNIT DBL DET DIA DIAG DIM DISP DN DR DS DW DWG DOUBLE DETAIL DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR DOWNSPOUT DRYWALL DRAWING E EA EJ EL ELEC ENAM EPT EQ EQUIP EW EWC EXIST EXP EXP STR EXT EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL ENAMEL EPOXY PAINT EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXISTING EXPANSION EXPOSED STRUCTURE EXTERIOR R R RBR RD REC REF REINF REQD RES RESIL RET RM RO RP RTU RADIUS RISERS RUBBER ROOF DRAIN RECESSED REFERENCE REINFORCED REQUIRED RESISTANT RESILIENT RETAINING ROOM ROUGH OPENING RUBBER PADS ROOFTOP UNIT S SCHED SCW SECT SHT SIM SLNT SPEC SQ SST STD STL STUC STRUCT SUSP SV SOUTH SCHEDULE SOLID CORE WOOD SECTION SHEET SIMILAR SEALANT SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STUCCO STRUCTURAL SUSPENDED SHEET VINYL T T & B T & G TEL TER TOC TOM TOS TOW THRU TYP TE TREADS TOP AND BOTTOM TONGUE AND GROOVE TELEPHONE TERRAZZO TOP OF CONCRETE TOP OF MASONRY TOP OF STEEL TOP OF WALL THROUGH TYPICAL TROWELED EPOXY VBM VCP VCT VERT VO VT VWC VIRTUAL BANK MANAGER VITRIFIED CLAY PIPE VINYL COMPOSITION TILE VERTICAL VINYL (BY OWNER) VINYL TILE VINYL WALL COVERING W W/ WC WD WF WDP WRES WP WWF WEST WITH WATER CLOSET WOOD WIDE FLANGE WOOD PANELING WATER-RESISTANT WATERPROOF WELDED WIRE FABRIC GENERAL NOTES A. DIMENSIONS SHOWN ON THE DRAWINGS WITH AN INDICATION OF +/- ARE DIMENSIONS THAT SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONAL VARIANCES WILL BE ENCOUNTERED, AND EACH OCCURRENCE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ALL WORK TO CONFORM TO LOCAL CODES, ORDINANCES AND REQUIREMENTS. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING CONSTRUCTION ELEMENTS AND TRADES AFFECTED. CONTRACTOR TO INSTALL WOOD OR METAL BLOCKING FOR ALL CASEWORK, EQUIPMENT, HANDRAILS, BATH ACCESSORIES, FIXTURES, ETC. AS RECOMMENDED BY MANUFACTURER, IF NOT OTHERWISE SHOWN HEREIN. ALL WOOD BLOCKING LOCATED OUTSIDE THE BLDG. ENVELOPE, IN EXTERIOR WALLS/ROOFS OR IN CONTACT W/ CONCRETE OR MASONRY, SHALL BE TREATED LUMBER, AND FASTENED WITH SCREWS.ALL TREATED WOOD BLOCKING SHALL HAVE CORROSION RESISTANT SCREWS. IF DISCREPANCIES BETWEEN PLANS OR SPECIFICATIONS OCCUR THE CONTRACTOR SHALL NOTIFY THE C.O.R.THE MOST RESTRICTIVE, HIGHER QUALITY OR GREATER VALUE WILL APPLY.FOR BIDDING, CONTRACTOR SHALL USE THE MOST RESTRICTIVE, HIGHER QUALITY OR GREATER VALUE BUT FINAL DETERMINATION WILL BE DETERMINED BY THE C.O.R. DURING SUBMITTAL REVIEW OR BY REPLYING TO RFI. MOUNTING HEIGHTS OF ELECTRICAL, PLUMBING, MECHANICAL, AND OTHER DEVICES SHALL COMPLY WITH HEIGHTS INDICATED ON DRAWINGS. NOTIFY C.O.R. IF CONFLICTS ARE ENCOUNTERED. B C D E F G H I Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:33 PM076910 10.31.2017 ABBREVIATIONS, SYMBOLS, & GENERAL NOTES G002 UCRT e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 EXIT 7.20.2 64 36 320 2420 SF B 1251/100 BUSINESS MAX. ALLOWABLE = 75' - 0" MAX. TRAVEL DISTANCE = 75' - 0" 2183 SF B 2221/100 BUSINESS MAX. ALLOWABLE = 200' - 0" MAX. TRAVEL DISTANCE = 43' - 8" EXIT 2.20.2 32 11 160 MAX. ALLOWABLE = 200' - 0" MAX. TRAVEL DISTANCE = 43' - 8" FE FEFEFE 75'-0"43'-8"43'-8"LIFE SAFETY LEGEND EGRESS ELEMENT EGRESS WIDTH (REQUIRED) EGRESS WIDTH (PROVIDED) OCCUPANTS SERVED (PROVIDED) REQUIRED ELEMENT WIDTH REQUIRED S.F. PER OCCUPANT DENOTES EXIT DISCHARGE START POINT DENOTES EXIT ROUTE TRAVEL DISTANCE XXX'-X" OCCUPANTS SERVED (REQUIRED) EXIT 20"0.2 32" 100 160 6000 SF B 2601 / 100 BUSINESS SPACE AREA FUNCTION OF SPACE NUMBER OF OCCUPANTS NUMBER OF REQUIRED EXITS OCCUPANCY CLASSIFICATION SEMI-RECESSED PORTABLE FIRE EXTINGUISHER CABINET WITH PORTABLE FIRE EXTINGUISHER PER NFPA 10 AS SELECTED BY LOCAL FIRE MARSHALL AND INSTALLED PER IBC SECTION 906.. FEC FE WALL HOOK FIRE EXTINGUISHER CABINET WITH PORTABLE FIRE EXTINGUISHER PER NFPA 10 AS SELECTED BY LOCAL FIRE MARSHALL AND INSTALLED PER IBC SECTION 906. NOTE: COMPLETE CODE REVIEW ON COVER SHEET, G001 Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:33 PM076910 10.31.2017 LIFE SAFETY PLAN G003 SCALE : 3/16" = 1'-0"1 LIFE SAFETY PLAN 22' - 5 3/4"17' - 6 3/4"29' - 7"10' - 8"4' - 9 3/4"3' - 3" 2 2 D4 D6 D5 D2 D6 4 D3 D2 D2 D2 D3 D2 7' - 3 1/4"12' - 3"Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:31 PM076910 10.31.2017 DEMOLITION FLOOR PLAN AD101 D6 EXISTING TO REMAIN TO THE BOUNDARY SHOWN. D5 DEMO WOOD VENEER TO A FLUSH SURFACE, PREPARE FOR NEW FINISH. D4 DEMO WALL FOR NEW OPENING, 3'-0" x 7'-0". D3 DEMO EXISTING CASEWORK, FIXTURES, ACCESSORIES, AND FLOORING TO THE BOUNDARY SHOWN. D2 DEMO EXISTING FLOOR TO THE BOUNDARY SHOWN AND PREPARE SURFACE FOR NEW FINISH. D1 DEMO EXISTING FIXTURES AND ACCESSORIES, REFER TO PLUMBING DRAWINGS FOR FURTHER DETAILS. MARK DESCRIPTION 3 1 2 1 1 1 11 4 4 4 4 4 2 2 4 4 4 Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:31 PM076910 10.31.2017 DEMOLITION REFLECTED CEILING PLAN AD102 4 EXISTING CEILING AND FIXTURES TO REMAIN TO SHOWN BOUNDARY 3 DEMO EXISTING BULKHEADS, COVE LIGHTING, FIXTURES AND GYP CEILING CLOUD TO THE SHOWN BOUNDARY. 2 DEMO EXISTING GYP CEILING TO SHOWN BOUNDARY, INCLUDING LIGHT FIXTURES. 1 DEMO EXISTING ACT CEILING AND GRID TO SHOWN BOUNDARY, INCLUDING LIGHT FIXTURES MARK DESCRIPTION REMOVE PRE-FINISHED COPPER CAP REMOVE 2X6 WOOD PLATE REMOVE COPPER ROOFING REMOVE 5/8" PLYWOOD ROOF SHEATHING REMOVE WOOD TRUSSES @ 16" O.C. EXISTING 4" DIAMETER PIPE COLUMN TO REMAIN REMOVE 1/2" HARDBOARD AND FRAME EXISTING BRICK PIERS REMOVE PRE-FINISHED COPPER CAP REMOVE COPPER ROOFING REMOVE 5/8" PLYWOOD ROOF SHEATHING REMOVE 1/2" HARDBOARD AND FRAME EXISTING BRICK PIERS EXISTING W 8X24 TO REMAIN EXISTING BRICK VENEER TO REMAIN REMOVE SINGLE PLY MEMBRANE ROOF ON 3/4" PLYWOOD REMOVE EXISTING ROOF STRUCTURE AS REQUIRED REMOVE EXISTING ROOF STRUCTURE AS REQUIRED REMOVE WOOD TRIM REMOVE 2X4 BLOCKING EXISTING BRICK WALK TO REMAIN EXISTING BRICK WALK TO REMAIN T/ BRICK 9'-0" (V.I.F.) T/ STUD 20'-0" (V.I.F.) T/ FINISH FLOOR 0'-0" T/ BRICK 8'-0" (V.I.F.) T/ FINISH FLOOR 0'-0" BTM/ JOIST 9'-0" (V.I.F.) EXISTING GLAZING AND FRAME TO REMAIN REMOVE CAP FLASHING REMOVE WOOD RAFTER FRAMING, SHEATHING AND SHINGLES REMOVE FASICA WOOD FRAMING AND FASCIA BOARD EXISTING BRICK VENEER OVER CMU WALL TO REMAIN T/ STUD 17'-6" (V.I.F.) T/ FINISH FLOOR 0'-0" T/ BRICK 9'-0" (V.I.F.) REMOVE SOFFIT FRAMING, SOFFIT AND FASCIA EXISTING ROOF TO REMAIN REMOVE EXISTING DECKING, ROOFING PAPER AND SHINGLES EXISTING ROOF JOIST AND RAFTER TO REMAIN REMOVE EXISTING GUTTER AND DOWNSPOUTS REMOVE 1/2" HARDBOARD AND FRAME EXISTING BRICK VENEER TO REMAIN REMOVE 1X6 FASCIA EXISTING TPO ROOF AND ROOF OVER RIGID INSULATION TO REMAIN REMOVE EXISTING GUTTER EXISTING ROOF DECK EXISTING ROOF JOIST TO REMAIN REMOVE EXISTING CEILING SYSTEM EXISTING INSULATION EXISTING JOIST TO REMAIN EXISTING ROOF DECK TO REMAIN EXISTING BRICK LINTEL TO REMAIN REMOVE CAP FLASHING REMOVE WOOD RAFTER FRAMING, SHEATHING AND SHINGLES REMOVE FASICA WOOD FRAMING AND FASCIA BOARD EXISTING BRICK VENEER OVER CMU WALL TO REMAIN REMOVE SOFFIT FRAMING, SOFFIT AND FASCIA REMOVE CAP FLASHING REMOVE WOOD RAFTER FRAMING, SHEATHING AND SHINGLES REMOVE FASICA WOOD FRAMING AND FASCIA BOARD EXISTING BRICK VENEER OVER CMU WALL TO REMAIN REMOVE SOFFIT FRAMING, SOFFIT AND FASCIA REMOVE CEILING SYSTEM REMOVE CROWN MOLDING REMOVE CARPET AND WALL BASE EXISTING TPO ROOF AND ROOF OVER RIGID INSULATION TO REMAIN EXISTING JOIST TO REMAIN EXISTING ROOF DECK TO REMAIN REMOVE CEILING SYSTEM REMOVE CROWN MOLDING REMOVE CARPET AND WALL BASE EXISTING TPO ROOF AND ROOF OVER RIGID INSULATION TO REMAIN EXISTING JOIST TO REMAIN EXISTING ROOF DECK TO REMAIN REMOVE CEILING SYSTEM REMOVE CROWN MOLDING REMOVE CARPET AND WALL BASE EXISTING DRYWALL FINISHES AND FURRING TO REMAIN EXISTING DRYWALL FINISHES AND FURRING TO REMAIN EXISTING DRYWALL FINISHES AND FURRING TO REMAIN T/ BRICK 9'-0" (V.I.F.) T/ STUD 20'-0" (V.I.F.) T/ FINISH FLOOR 0'-0" T/ STUD 17'-6" (V.I.F.) T/ FINISH FLOOR 0'-0" T/ BRICK 9'-0" (V.I.F.) T/ STUD 17'-6" (V.I.F.) T/ FINISH FLOOR 0'-0" T/ BRICK 9'-0" (V.I.F.) 6 DEMOLITION WALL SECTION 3/8" = 1'-0" 4 DEMOLITION WALL SECTION 3/8" = 1'-0" 3 DEMOLITION WALL SECTION 3/8" = 1'-0" 2 DEMOLITION WALL SECTION 3/8" = 1'-0" 1 DEMOLITION WALL SECTION 3/8" = 1'-0" 5 DEMOLITION WALL SECTION 3/8" = 1'-0" Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:31 PM076910 10.31.2017 DEMOLITION WALL SECTIONS AD301 SCALE : 3/8" = 1'-0"1 DEMO WALL SECTIONS T/ CMU WALL 8'-0" (V.I.F.) T/ FINISH FLOOR 0'-0" EXISTING ROOF JOIST AND RAFTER TO REMAIN REMOVE EXISTING GUTTER AND DOWNSPOUTS REMOVE T11 SIDING, WOOD TRIM AND FURRING EXISTING CMU WALL TO REMAIN EXISTING INSULATION 1 DEMOLITION WALL SECTION 3/8" = 1'-0" REMOVE ELECTRICAL PANEL ENCLOSURE REMOVE SOFFIT AND SOFFIT FRAMING CUT END OF RAFTER REMOVE SHINGLES ROOFING PAPER DECKING EXISTING GUTTER TO REMAIN 2 DEMOLITION WALL SECTION 3/8" = 1'-0" T/ CMU WALL 8'-0" (V.I.F.) T/ FINISH FLOOR 0'-0" EXISTING BRICK VENEER OVER CMU WALL TO REMAIN EXISTING ROOF JOIST AND RAFTER TO REMAIN REMOVE STUD FRAMING REMOVE SHINGLES ROOFING PAPER DECKING REMOVE T11 SIDING, WOOD TRIM AND FURRING T/ CMU WALL 8'-0" T/ FINISH FLOOR 0'-0" EXISTING ROOF JOIST AND RAFTER TO REMAIN REMOVE EXISTING WOOD SIDING AND FRAMING REMOVE T11 SIDING, WOOD TRIM AND FURRING EXISTING CMU WALL TO REMAIN EXISTING INSULATION 3 DEMOLITION WALL SECTION 3/8" = 1'-0" COMPLETELY REMOVE DRIVE UP TELLER WINDOW REMOVE SOFFIT AND SOFFIT FRAMING CUT END OF RAFTER EXISTING RIDGE BEAM AND ROOFING TO REMAIN REMOVE FRAMING AND BUILIT-UP ROOF CANT EXISTING GYP. BD. TO REMAIN EXISTING LINTEL BEAM T/ BEAM 14'-0" T/ PARAPET 15'-9" Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:32 PM076910 10.31.2017 DEMOLITION WALL SECTIONS AD302 SCALE : 3/8" = 1'-0"1 AD302 CEILING - SEE FIN. SCHEDULE 3 5/8" MTL. STUDS @ 16" O.C. FIN. FLOOR BASE PER SCHEDULE 4 7/8" 3 5/8" BOTTOM OF JOIST, REFER TO STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD EACH SIDE SOUND ATTENUATION BATT INSULATION TO FULL HEIGHT A001 8 A001 6 CEILING - SEE FIN. SCHEDULE 3 5/8"MTL. STUDS @ 16" O.C. FIN. FLOOR BASE PER SCHEDULE 4 7/8" 3 5/8"6" MIN.5/8" GYPSUM BOARD EACH SIDE A001 6 BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS A001 9 CEILING - SEE FIN. SCHEDULE 6" MTL. STUDS @ 16" O.C. FIN. FLOOR RUBBER BASE PER FINISH SCHEDULE BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD SOUND ATTENUATION BATT INSULATION TO FULL HEIGHT A001 8 A001 6 10" 3-5/8" MTL. STUD FRAMING @ 16" O.C. AIRSPACE FIN. FLOOR CONTINUOUS BED OF ACOUST. SEALANT UNDER GYP. BD. BASE PER SCHEDULE GYP. BD. BOTH SIDES - SEE PART. TYPE FOR TYPE & THICKNESS SEE WALL TYPE FOR METAL STUDS SIZE AND ATTENUATION BLANKET THICKNESS3/4" DEFL.2 1/2"TOP OF MTL. STUD UNDERSIDE OF STRUCTURE OR METAL DECK ABOVE SLOTTED DEFLECTION TRACK, SECURE TO FRAMING/STRUCT ABOVE CAULK TYP. SECURE T.O. STUDS ONLY TO DEFL. TRACK W/ SCREWS THROUGH SLOTS. METAL "J-MOLD" EDGE TRIM SECURE GYP. BD. TO STUDS BELOW DEFLECTION TRACK. GYPSUM BOARD AND METAL STUD PARTITION. - SEE PARTITION TYPES FOR SIZES. TYP. PARTITION HEAD INSULATION NOTES: SOUND RATED WALLS -ACOUSTICAL BATT INSULATION SOUND ATTENUATION BATT INSULATION, TYP. 2' - 4"3' - 3"NOTE: WALL PARTITION DIMENSION STRINGS ARE FROM FACE OF FINISH TO FACE OF FINISH. CEILING - SEE FIN. SCHEDULE 6" MTL. STUDS @ 16" O.C. FIN. FLOOR BASE PER SCHEDULE 7 1/4" 6" BOTTOM OF JOIST, REFER TO STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD EACH SIDE SOUND ATTENUATION BATT INSULATION TO FULL HEIGHT A001 8 A001 6 TOP OF MTL. STUD UNDERSIDE OF STRUCTURE OR METAL DECK ABOVE SLOTTED DEFLECTION TRACK, SECURE TO FRAMING/STRUCT ABOVE SECURE T.O. STUDS ONLY TO DEFL. TRACK W/ SCREWS THROUGH SLOTS. SECURE GYP. BD. TO STUDS BELOW DEFLECTION TRACK. GYPSUM BOARD AND METAL STUD PARTITION. - SEE PARTITION TYPES FOR SIZES. CEILING, GYPSUM BOARD TO EXTEND 6" ABOVE6"CEILING - SEE FIN. SCHEDULE EXISTING STUD WALL WITH WOOD VENEER AND TRIM ON BOTH SIDES FIN. FLOOR BASE PER SCHEDULE 3 5/8"MIN.6"EXISTING WOOD VENEER A001 6 BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS A001 9 (1) 3 5/8" GYP. BD. ON BOTH SIDES 5 7/8" +/- Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:21 PM076910 10.31.2017 WALL TYPES AND DETAILS A001 39"-41" 54" Min.33"- 36"39"-41"Max. 12"42" Min.18" Min.Min. 12" Min. 24" 36" Min.33"- 36"17"-19"6" DISPENSER LOCATIONS BELOW GRAB BAR 7"-9"1 1/2" Min.Min.15"7" - 9"48" Max.Min.12"DISPENSER LOCATIONS ABOVE GRAB BAR GRAB BAR LOCATIONS WATER CLOSET REAR WALL GRAB BAR LOCATIONS WATER CLOSET SIDE WALL 34" Max.27" Min.HEIGHT / CLEARANCE OF FRONT APPROACH LAVATORIES & SINKS Max.17"HEIGHT OF URINAL60" Min.56" Min.18"6"36"15"40" 42" Max. 12" 48" Min.30" Min.Refer To Plans REFER TO PLANSCLEARANCE FOR WATER CLOSET AND SINK B.O. Mirror's Reflect. Surf.40" (Max.)Min.12"Min.24"54" Min. OTHER FIXTURES NOT PERMITED INSIDE CLEAR AREA SOAP DISPENSER PAPER TOWEL DISPENSERTo Spout41"To Dispenser41"FOAM HAND SANITIZER 40"MIRROR NOTE: 40" DIMENSION TO THE BOTTOM EDGE OF THE REFLECTIVE SURFACE; NOT TO THE BOTTOM OF THE CHANNEL / FRAME CHANNE L FRAME MIRROR ELEVATION 33"DIAPER CHANGING STATION 34 3/4" MAX.12"1 1/4"GAMCO MS18/24 STAINLESS STEEL SHELF AT BACK OF TOILET STAINLESS STEEL SHELFTo Spout41"OFFEST PIPING BELOW SINK TO BE WRAPPED 48" Min.30" Min.8" Min.9" Min.6" Max.11" Min.TOP OF SHELF72"MOP/BROOM HOLDER ROBE/COAT HOOK ACCESSIBLE48"66"48" MAX.1 1/2" MIN.HEIGHT / CLEARANCE OF SIDE APPROACH LAVATORIES & SINKS B.O. Mirror's Reflect. Surf.40" (Max.)30" Min.48" Min.24" Min.SIDE WALL Rim of Sink34" Max.HANDLE OPPOSITE SIDE OF WALL Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:22 PM076910 10.31.2017 ADA GUIDELINES AND TOLERANCES A002 UCRREF.T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 A601 3 A501 A501 12 13 12' - 5"12' - 5"12' - 5"11' - 9 3/4"12' - 0"12' - 0"12' - 0"OFFICE 108 OFFICE 107 GREETERTECH BARTELLER 1895 SF TENANT'S SPACE 201 VESTIBULE 100 OFFICE 110 27' - 7 3/4"53' - 10 1/2"CHECK WRITINGTABLETOILET RM 102A TOILET RM 102B BREAK ROOM 102 VAULT 103 IT ROOM 104 JANITOR'S 105 TOILET RM 202B TOILET RM 202A EXISTING STAIR 200 EXISTING STAIR 203DN DN OFFICE 109 17' - 9 1/2"5' - 4 1/2" 25' - 6"12' - 0" 30' - 2 1/2"8' - 11"34' - 9 1/4"4' - 6"RELOCATED ELEC. EQUIP. 1 1 1 3 4 1 WORK AREA 106 LOBBY 101 A401 1 A401 3 24202A 202B 102B 102A 102 104 105 110 108 109 100B 100A 201 203 202C 103A A6014 107 202 STORAGE 202 41' - 0 1/2"12' - 10"5' - 10"7' - 8"1' - 6 1/2"12' - 11 1/2"7' - 6"7' - 7 1/4"7' - 0"2 3 3 4 55 103 4 4444 2006' - 0"4' - 0"4 4 ELEC. RM 111 111 FLOOR PLAN GENERAL NOTES A. GENERAL CONTRACTOR TAKES RESPONSIBILITY FOR COORDINATING REQUIRED WORK WITH ALL TRADES BASED UPON A COMPLETE SET OF CONSTRUCTION DOCUMENTS. B. GENERAL CONTRACTOR TO PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED CASEWORK, EQUIPMENT, GLASS, AND ACCESSORIES, INCLUDING TOILET ACCESSORIES AS REQUIRED. C. REFER TO CODE REVIEW PLAN FOR RATED PARTITIONS AND ASSEMBLIES. D. REFER TO A510 FOR ALL TYPICAL FRAMING DETAILS. E. REFER TO 1/A512 FOR GYPSUM BOARD CONTROL JOINT DETAILS. F. ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FINISH, REFER TO 6/A106.. G. ALL EXPOSED STEEL TO BE PAINTED TO MATCH SURROUNDING AREA, UNLESS OTHERWISE NOTED. Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:22 PM076910 10.31.2017 FLOOR PLAN A101 SCALE : 3/16" = 1'-0"1 FLOOR PLAN 5 REFER TO WALL TYPE 5 - COVER EXISTING WOOD VENEER WITH 5/8" GYP. BD. 4 PREPARE SURFACE FOR FUTURE FLOOR FINISH, TO THE SHOWN BOUNDARY 3 EQUIPMENT, FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 2 PROVIDE 3/4" PLYWOOD 4x8 SHEETS AS NECESSARY. COORDINATE WITH ELECTRICAL SUBCONTRACTOR. 1 COAT RACK, PROVIDE BLOCKING WHERE NECESSARY AND INSTALL PER MANUFACTURER REQUIREMENTS MARK DESCRIPTION UCRREF.T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 A601 3 A501 A501 12 13 OFFICE 108 OFFICE 107 GREETERTECH BARTELLERTENANT'S SPACE 201 VESTIBULE 100 OFFICE 110 CHECK WRITINGTABLEWAITING TOILET RM 102A TOILET RM 102B BREAK ROOM 102 VAULT 103 IT ROOM 104JANITOR'S 105 TOILET RM 202B TOILET RM 202A EXISTING STAIR 200 EXISTING STAIR 203 2,362 SF DN DN 7' - 7" 6' - 0" 6' - 0" OFFICE 109 WORK AREA 106 LOBBY 101 A401 3 24 A6014 A502 1 A502 6 A502 10 4' - 0"20' - 11 1/2"5' - 5"21' - 5 1/2"11' - 2 3/4"8' - 4 1/4"RUBBER BASE: RB-1 MANUFACTURER: JOHNSONITE PRODUCT TYPE: MILLWORK CONTOUR WALL BASE PRODUCT NO.: REVEAL, MW-20-F SIZE: 4.25" COLOR: 20-CHARCOAL RB-2 MANUFACTURER: JOHNSONITE PRODUCT TYPE: RUBBER BASE SIZE: 4" COLOR: 20-CHARCOAL RB-3 (CASEWORK) MANUFACTURER: JOHNSONITE PRODUCT TYPE: RUBBER BASE SIZE: 10" X 6" COLOR: 44-DARK BROWN CARPET: NO SUBSTITUTIONS CPT-1 MANUFACTURER: TANDUS CENTIVA PRODUCT TYPE: SCREENTONE STRIPE PRODUCT NO.: 04338 SIZE: 24" X 24" MODULAR TILE, UNIDIRECTIONAL INSTALLATION COLOR: BLACK OVERLAY 37408 PAINT: (SEE SPECS) PT-1 MATCH: BENJAMIN MOORE #HC-166 KENDALL CHARCOAL PT-2 MATCH BENJAMIN MOORE #OC-20 PALE OAK PT-3 MATCH BENJAMIN MOORE CEILING WHITE PT-4 MATCH BENJAMIN MOORE #1466 SMOKE EMBERS PT-5 NOT USED PT-6 CUSTOM COLOR TO MATCH PANTONE 1595 *ALL DOOR FRAMES TO BE PT-1 FINISH LEGEND - FLOORING FINISH LEGEND - BASE FINISH LEGEND - WALLS WALK OFF CARPET TILES WOT-1 MANUFACTURER: MANNINGTON COMMERCIAL PRODUCT TYPE: TAKE BACK COLOR: 1419 CONVERT SIZE: 24" X 24" INSTALLATION: QUARTER-TURN SEALED CONCRETE FLOOR: SC-1 NO ADDITIONAL FINISH NEEDED LAMINATE VINYL TILE: HEAT WELD ALL SEAMS LVT-1 MANUFACTURER: MANNINGTON PRODUCT TYPE: NATURE'S PATH VIA PRODUCT NO.: 12349 SIZE: 6 X 36 TILE COLOR: CORSO WELD COLOR: 842316 RESILIENT FLOORING DOOR CARPET ADHESIVE FLOOR UNDERLAYMENT OR LEVELING COMPOUND (SLOPED AS NEEDED TO CREATE A FLUSH TRANSITION) SEE FINISH LEGEND FOR TRANSITION SERIES NO. THINSET MORTAR CLEAR SEALANT CONCRETE SUB-FLOOR -SEE STRUCTURAL VINYL REDUCER TRANSITION - JOHNSONITE SEALED CONCRETE DOOR ADHESIVE RESILIENT FLOORING CONCRETE SUB- FLOOR -SEE STRUCTURAL Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:22 PM076910 10.31.2017 FF&E AND FINISH PLAN A102 SCALE : 3/16" = 1'-0"1 FF&E AND FINISH PLAN FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE WALL REMARKSNORTH EAST SOUTH WEST 100 VESTIBULE WOT-1 RB-1 PT-4 PT-4 PT-4 PT-4 101 LOBBY CPT-1 RB-1 PT-6/PT-4 PT-4 PT-4 PT-6 102 BREAK ROOM LVT-1 RB-2 PT-2 PT-2 PT-2 PT-2 102A TOILET RM LVT-1 RB-2 PT-4 PT-4 PT-4 PT-4 102B TOILET RM LVT-1 RB-2 PT-4 PT-4 PT-4 PT-4 103 VAULT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 104 IT ROOM SC-1 RB-2 PT-2 PT-2 PT-2 PT-2 105 JANITOR'S SC-1 RB-2 PT-2 PT-2 PT-2 PT-2 106 WORK AREA CPT-1 RB-1 PT-4 PT-4 PT-4 - 107 OFFICE CPT-1 RB-1 PT-4 PT-4 PT-4 PT-4 108 OFFICE CPT-1 RB-1 PT-4 PT-4 PT-4 PT-4 109 OFFICE CPT-1 RB-1 PT-4 PT-4 PT-4 PT-4 110 OFFICE CPT-1 RB-1 PT-4 PT-4 PT-4 PT-4 111 ELEC. RM SC-1 RB-2 PT-2 PT-2 PT-2 PT-2 200 EXISTING STAIR EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 201 TENANT'S SPACE SC-1 RB-2 PT-2 PT-2 PT-2 PT-2 202 STORAGE LVT-1 RB-2 PT-2 PT-2 PT-2 PT-2 202A TOILET RM LVT-1 RB-2 PT-2 PT-2 PT-2 PT-2 202B TOILET RM LVT-1 RB-2 PT-2 PT-2 PT-2 PT-2 203 EXISTING STAIR EXIST. EXIST. PT-2 EXIST. EXIST. EXIST. SCALE : 3" = 1'-0"3 SV TO CARPET SCALE : 3" = 1'-0"2 SV TO SEALED CONCRETE LCOPEN TO STRUCTURE 10' - 0"10' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" BULKHEAD 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 0" 10' - 0" OPEN TO STRUCTURE ROLLER SHADE, SEE DETAIL 6/A103 FOR INFORMATION AND SPECS 14' - 10 1/4" 5 A103 2 A103 ACP-1 MANUFACTURER: ARMSTRONG PRODUCT TYPE: OPTIMA LAY-IN PRODUCT NO.:3354 SIZE: 24"x24"x1" COLOR: WHITE GRID SYSTEM: SQUARE TEGULAR 15/16 PRELUDE XL 15/16" EXPOSED TEE "WHITE" REFLECTED CEILING FINISH LEGEND SUPPLY AIR DIFFUSER, REFER MECHANICAL DRAWINGS FOR DETAILS. RETURN AIR GRILLE, REFER TO MECHANICAL DRAWINGS FOR DETAILS. 48" SUSPENDED PENDANT LIGHT, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS, E501. 4" RECESSED CAN LIGHT, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS, E501. 24" x 48" TROFFER LIGHT, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS, E501. 6" RECESSED CAN LIGHT, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS, E501. SMOKE DETECTOR, REFER TO 3/A105 FOR DETAILS. 24" x 48" SUSPENDED TROFFER LIGHT, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS, E501. EXHAUST FAN, REFER TO MECHANICAL DRAWINGS FOR DETAILS. REFLECTED CEILING PLAN GENERAL NOTES A. CONTRACTOR TO REVIEW REFLECTED CEILING PLANS WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS TO COORDINATE INSTALLATION AND NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OCCUR. B. CONTRACTOR TO SKETCH/SCRIBE ALL BULKHEADS ON THE FLOOR PRIOR TO CONSTRUCTION FOR FIELD COORDINATION. C. FIELD VERIFY ANY ACCESS PANELS WITHIN THE CEILINGS/ SOFFITS WITH ARCHITECT PRIOR TO INSTALLATION. SEE SPECIFICAITONS FOR ACCESS PANELS. D. REFER TO ENLARGED REFLECTED CEILING PLANS FOR SPECIFIC AREAS IF REQUIRED FOR THE PROJECT. E. IF PROJECT DOES NOT REQUIRE SPRAY-APPLIED FIREPROOFING, OPEN CEILINGS WITH EXPOSED STRUCTURAL STEEL SHALL BE PAINTED. REFER TO REFLECTED CEILING PLAN AND THE FINISH LEGEND FOR PAINT SELECTION. F. IF PROJECT REQUIRES SPRAY-APPLIED FIREPROOFING, OPEN CEILINGS TO EXPOSED STRUCTURAL STEEL ABOVE SHALL NOT BE PAINTED. SEE SPECIFICATIONS FOR MORE INFORMATION ON SPRAY-APPLIED FIREPROOFING G. FOR ADDITIONAL INFORMATION AND CEILING HEIGHT CLARIFICATION REFER TO THE INTERIOR ELEVATIONS. H. FOR BULKHEAD FINISH COLOR INFORMATION REFER TO FINISH LEGEND. I. CEILING GRID TO BE CENTERED IN THE ROOM, UNLESS OTHERWISE NOTED.6" (MIN)METAL STUD DIAG. BRACING @ 48" O.C. METAL STUD FRAMING @ 16" O.C. LAY-IN CEILING TILE - SEE REF. CLG. PLAN 5/8" GYPSUM BOARD CONTINUOUS ALUMINUM COVER PLATE (12A545001) DUROFLEX GASKET SHOP INSTALLED (12V029136) 2" WIDE ALUMINUM BACK CLIP, 18" O.C. (90F010001) #8 X 5/8" S.M.S. 18" O.C. (90H044002) LAY-IN CEILING SEE REFLECTED CLG PLAN 4" 10"WIRE TIE FOR CEILING GRID SHALL BE LOCATED WITHIN 10" OF THE WALL CEILING TILE GRID PERIMETER CEILING TRACK5/8" TYPE "X" GYPSUM BOARD LAY-IN CEILING MANUAL DRIVE CHAIN CEILING RUNNER REMOVABLE CLOSURE CLIP CONTINUOUS BLOCKING AS REQ'D HEM BAR SEALED INSIDE SHADECLOTH WINDOW SYSTEM EXISTING EXTERIOR WALL ACOUSTICAL FLANGE FOR TILE ACOUSTICAL FLANGE: ARMSTRONG, NO POCKET, 3/4" ACOUSTICAL FLANGE, NO REVEAL WITH CLOSURE CLIP ATTACHMENT. MODEL NO.-AXPNP34NR (WHITE) CLOSURE CLIP: ARMSTRONG, 2" AXIOM BUILDING PERIMETER CLOSURE CLIP. MODEL NO. -AXPCC2 (WHITE) LINEAR DIFFUSER CEILING TEE GRID MANUAL ROLLER SHADE: SWFCONTRACT MANUAL ROLLER SHADE WITH FASCIA, R8 SYSTEM. SHEARWEAVE STYLE 4000/4100/4400 FABRIC: ECO/GRANITE MANUAL ROLLER SHADE 6" (MIN)METAL STUD DIAG. BRACING @ 48" O.C. 3 5/8" METAL STUD FRAMING @ 16" O.C. LAY-IN CEILING TILE -@ 10' -0" AFF 5/8" GYPSUM BOARD2' - 0"6"5" Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:23 PM076910 10.31.2017 REFLECTED CEILING PLAN AND DETAILS A103 SCALE : 3/16" = 1'-0"1 REFLECTED CEILING PLAN SCALE : 1" = 1'-0"2 CEILING DTL. SCALE : 1 1/2" = 1'-0"3 CEILING DTL. SCALE : 1" = 1'-0"4 CEILING DTL. SCALE : 3" = 1'-0"6 ROLLER SHADE DTL. SCALE : 1" = 1'-0"5 LAY-IN @ BULKHEAD DTL. 4 AD301/ A301 1 AD302/ A302 5 AD301/ A301 6 AD301/ A301 1 AD301/ A301 2 AD302/ A302 2 AD301/ A301 2 AD301/ A301 SLOPE 1/4"/ft EXISTING ROOF SLOPE 1/4"/ft SLOPE 1/4"/ft2' - 6"1' - 10"1' - 10"1' - 10 1/4"ALUM CORNICE WITH GROUT JOINTS @ 8'-0" O.C. CRICKET SCUPPER WITH SCUPPER BOX AND DOWNSPOUT, TYP. EXISTING TO REMAIN EXISTING ASPHALT SHINGLES TO REMAIN ALUM. CORNICE WITH GROUTED JOINTS TO MATCH AT 8'-0" O.C. NEW TPO ROOF TO MATCH EXISTING SLOPE 1/4" / FT 2' - 6"2' - 6" 3 AD302/ A302 Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:24 PM076910 10.31.2017 ROOF PLAN A104 SCALE : 1/8" = 1'-0"1 ROOF PLAN EXISTING DRAINAGE TO REMAIN, RTU AND PENETRATIONS TO BE COORDINATED WITH MECHANICAL, ELECTRIC, AND PLUMBING DRAWINGS. 4 AD301/ A301 4 AD301/ A301 EXISTING ROOF TO REMAIN EXISTING BRICK WITH NEW PAINT/STAIN NEW SOLDIER COURSE WITH NEW PAINT/STAIN NEW THIN BRICK VENEER WITH NEW PAINT/STAIN ACM CORNICE NEW THIN BRICK VENEER WITH NEW PAINT/STAIN CORNICE GROUTED JOINTS @ 8'-0" O.C. 1 AD302/ A302 SIM. 3 AD302/ A302 17' - 6"8' - 6"9' - 0"1 AD301/ A301 5 AD301/ A301 1 AD301/ A301 CAST LETTER METAL SIGN OVER ACM PANEL EXISTING BRICK WITH NEW PAINT/STAIN NEW SOLDIER COURSE WITH NEW PAINT/STAIN NEW THIN BRICK VENEER WITH NEW PAINT/STAIN ACM CORNICE CORNICE GROUTED JOINTS @ 8'-0" O.C. Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:25 PM076910 10.31.2017 ELEVATIONS A201 SCALE : 3/16" = 1'-0"2 NORTH ELEVATION SCALE : 3/16" = 1'-0"1 SOUTH ELEVATION 3 AD301/ A301 2 AD301/ A301 5 AD301/ A301 EXISTING ROOF TO REMAIN CAST LETTER METAL SIGN OVER ACM PANEL EXISTING BRICK WITH NEW PAINT/STAIN EXISTING BRICK COLUMNS WITH NEW PAINT/ STAIN NEW SOLDIER COURSE WITH NEW PAINT/STAIN NEW THIN BRICK VENEER WITH NEW PAINT/STAIN CORNICE GROUTED JOINTS @ 8'-0" O.C. EXISTING BRICK COLUMNS WITH NEW PAINT/ STAIN ACM CORNICE 6 AD301/ A301 2 AD301/ A301 3 AD301/ A301 EXISTING ROOF TO REMAIN CAST LETTER METAL SIGN OVER ACM PANEL EXISTING BRICK WITH NEW PAINT/STAIN EXISTING BRICK COLUMNS WITH NEW PAINT/ STAIN NEW SOLDIER COURSE WITH NEW PAINT/STAIN NEW THIN BRICK VENEER WITH NEW PAINT/STAINACM CORNICE EXISTING BRICK COLUMNS WITH NEW PAINT/ STAIN CORNICE GROUTED JOINTS @ 8'-0" O.C. Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:26 PM076910 10.31.2017 ELEVATIONS A202 SCALE : 3/16" = 1'-0"1 EAST ELEVATION SCALE : 3/16" = 1'-0"2 WEST ELEVATION EXISTING 4" DIAMETER PIPE COLUMN TO REMAIN EXISTING BRICK PIERS PRE-FINISHED CAP ALUMINIUM CORNICE THIN BRICK, BRICK SOLDIER EXISTING BRICK PIERS EXISTING W 8X24 TO REMAIN EXISTING BRICK VENEER EXISTING GLU-LAM BEAM 2X6 WOOD FRAMING EXISTING BRICK WALK TO REMAIN EXISTING BRICK WALK TO REMAIN T/ BRICK 9'-0" T/ STUD 20'-0" T/ FINISH FLOOR 0'-0" EXISTING GLAZING AND FRAME EXISTING ROOF AND ROOF STRUCTURE TO REMAIN EXISTING RAFTER AND JOIST TO REMAIN EXISTING BRICK VENEER TO REMAIN 2X8 RAFTER @16" O.C. 5/8" PLYWOOD ROOF SHEATHING W/ VAPOR BARRIER 2X8 @ 16" O.C. THIN BRICK, BRICK SOLDIER THIN BRICK, TO MATCH EXISTING T/ STUD 17'-6" T/ FINISH FLOOR 0'-0" T/ BRICK 9'-0" EXISTING CRICKET BATT INSULATION EXISTING BRICK VENEER OVER CMU WALL TO REMAIN 2X4 NAILER PRE-FINISHED CAP ALUMINIUM CORNICE 5/8" PLYWOOD SHEATHING AND VAPOR BARRIER EXISTING BRICK LINTEL EXISTING TPO ROOF OVER RIGID INSULATION TO REMAIN EXISTING JOIST TO REMAIN EXISTING ROOF DECK TO REMAIN NEW CEILING SYSTEM, SEE CEILING PLAN NEW CARPET AND WALL BASE 2X4 BRACING @ 48" O.C. EXISTING DRYWALL FINISHES AND FURRING EXISTING ROOF DECK TO REMAIN NEW CEILING SYSTEM, SEE CEILING PLAN NEW CARPET AND WALL BASE EXISTING ROOF DECK TO REMAIN NEW CEILING SYSTEM, SEE CEILING PLAN NEW CARPET AND WALL BASE 2X4 WOOD STUDS @ 16" O.C. EXISTING 2X4 WOOD STUDS EXISTING CRICKET EXISTING TPO ROOF OVER RIGID INSULATION TO REMAIN 2X4 BRACING @ 48" O.C. EXISTING 2X4 WOOD STUDS EXISTING CRICKET EXISTING TPO ROOF OVER RIGID INSULATION TO REMAIN 2X4 BRACING @ 48" O.C. EXISTING 2X4 WOOD STUDS EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN 2X3 WOOD STUDS @ 16" O.C. THIN BRICK OVER LATH AND THICK SET BATT INSULATION EXISTING BRICK VENEER OVER CMU WALL TO REMAIN 2X4 NAILER PRE-FINISHED CAP ALUMINIUM CORNICE 5/8" PLYWOOD SHEATHING AND VAPOR BARRIER 2X4 WOOD STUDS @ 16" O.C. 2X3 WOOD STUDS @ 16" O.C. THIN BRICK OVER LATH AND THICK SET BATT INSULATION EXISTING BRICK VENEER OVER CMU WALL TO REMAIN 2X4 NAILER PRE-FINISHED CAP ALUMINIUM CORNICE 5/8" PLYWOOD SHEATHING AND VAPOR BARRIER 2X4 WOOD STUDS @ 16" O.C. 2X3 WOOD STUDS @ 16" O.C. THIN BRICK OVER LATH AND THICK SET T/ CMU WALL 10'-8" EXISTING DRYWALL FINISHES AND FURRING EXISTING DRYWALL FINISHES AND FURRING T/ STUD 17'-6" T/ FINISH FLOOR 0'-0" T/ BRICK 9'-0" T/ CMU WALL 10'-8" T/ STUD 17'-6" T/ FINISH FLOOR 0'-0" T/ BRICK 9'-0" T/ CMU WALL 10'-8" T/ STUD 17'-6" T/ FINISH FLOOR 0'-0" BTM/ JOIST 9'-0" T/ BRICK 8'-0" NEW TPO ROOF OVER RIGID INSULATION AND PLYWOOD ROOF DECK PRE-FINISHED CAP ALUMINIUM CORNICE 2X4 WOOD STUDS @ 16" O.C. NEW TPO ROOF OVER RIGID INSULATION AND PLYWOOD ROOF DECK NEW TPO ROOF OVER RIGID INSULATION AND PLYWOOD ROOF DECK T/ BRICK 9'-0" T/ STUD 20'-0" T/ FINISH FLOOR 0'-0" A303 1 A303 1 A303 1 A303 2 A303 3 A303 3 A303 6 A303 4 A303 4 A303 4 A303 5 A303 5 OPP. OPP. A303 4 OPP. 6 WALL SECTION 3/8" = 1'-0" 4 WALL SECTION 3/8" = 1'-0" 3 WALL SECTION 3/8" = 1'-0" 2 WALL SECTION 3/8" = 1'-0" 1 WALL SECTION 3/8" = 1'-0" 5 WALL SECTION 3/8" = 1'-0" THIN BRICK 5/8" EXTERIOR GYPSUM BOARD SOFFIT 2X8 WOOD JOISTS @ 16" O.C.2X6 DIAGONAL BRACING @16" O.C. 5/8" EXTERIOR GYPSUM BOARD SOFFIT VENT SOFFIT VENT ATTIC VENT TO MATCH EXIST TYP OF 4 EXISTING GLU-LAM BEAM TO REMAIN OPP. Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:26 PM076910 10.31.2017 WALL SECTIONS A301 T/ CMU WALL 8'-0" T/ FINISH FLOOR 0'-0" EXISTING ROOF JOIST AND RAFTER TO REMAIN EXISTING CMU WALL TO REMAIN EXISTING INSULATION 1 WALL SECTION 3/8" = 1'-0" THIN BRICK OVER LATH AND THICK SET 2X4 DIAGONAL BRACING @48" O.C. EXISTING GUTTER TO REMAIN TPO ROOF OVER RIGID INSULATION 3/4" PLYWOOD DECKING 2X8 WOOD RAFTER T/ STUD 17'-6" T/ CMU WALL 8'-0" T/ FINISH FLOOR 0'-0" EXISTING BRICK VENEER OVER CMU WALL TO REMAIN T/ STUD 17'-6" 2 WALL SECTION 3/8" = 1'-0" PRE-FINISHED CAP ALUMINIUM CORNICE 2X4 WOOD STUDS @ 16" O.C. A303 2 A303 4 A303 2 A303 4 THIN BRICK OVER LATH AND THICK SET PRE-FINISHED CAP ALUMINIUM CORNICE 2X4 WOOD STUDS @ 16" O.C. TPO ROOF OVER RIGID INSULATION 3/4" PLYWOOD DECKING SIM. T/ CMU WALL 8'-0" T/ FINISH FLOOR 0'-0" EXISTING ROOF JOIST AND RAFTER TO REMAIN EXISTING CMU WALL TO REMAIN EXISTING INSULATION EXISTING RIDGE BEAM T/ BEAM 14'-0" T/ STUD 17'-6" THIN BRICK OVER LATH AND THICK SET 2X4 DIAGONAL BRACING @48" O.C. PRE-FINISHED CAP ALUMINIUM CORNICE 2X6 WOOD STUDS @16" O.C. A304 2 A304 1 3 WALL SECTION 3/8" = 1'-0" A304 3 OPP. Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:27 PM076910 10.31.2017 WALL SECTIONS A302 METAL CORNICE OVER METAL CORNICE BRACKET , INSTALL PER MANUFACTURE RECOMMENDATIONA 2X4 WOOD STUDS @ 16" O.C. THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT THIN BRICK, SOLDIER COURSE 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER FASTNER @ 8" O.C. EXISTING SHEATHING EXISTING 2X4 STUDS EXISTING TPO ROOF FLASHING NEW 2X4 DIAGONAL BRACING @ 48" O.C. EXISTING CRICKET EXISTING PLYWOOD DECKING EXISTING TPO ROOF OVER MIN. R30 RIGID INSULATION EXISTING ROOF JOIST BATT INSULATION PRE-FINISHED CAP FLASHING 3/4" PLYWOOD T/ STUD 17'-6"2' - 8 1/4"1' - 1" EXTEND TPO FLASHING UNDER CAP TPO ROOF AND MIN. R30 RIGID INSULATION 2X4 WOOD STUD W/ 5/8" DENSGLASS SHEATHING NEW TPO ROOF FLASHING THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT THIN BRICK, SOLDIER COURSE 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER FASTNER @ 8" O.C. NEW PLYWOOD DECKING CRICKET EXISTING CMU WALL T/ EXISTING CMU WALL 10'-8" T/ EXISTING BRICK VENEER 9'-0" (V.I.F.) 2X4 WOOD FRAMING THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT THIN BRICK, SOLDIER COURSE 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER FASTNER @ 8" O.C. LATH EXISTING ROOF JOIST EXISTING 2X6 WOOD BLOCKING EXISTING BRICK VENEER 2X3 WOOD BLOCKING 2X3 WOOD STUDS @ 16" O.C. W/ INSULATION 2X3 WOOD BLOCKING 2X4 WOOD BLOCKING BATT INSULATION METAL CORNICE BRACKET , INSTALL PER MANUFACTURE RECOMMENDATIONA 2X6 WOOD STUDS @ 16" O.C. THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT THIN BRICK, SOLDIER COURSE FASTNER @ 8" O.C. TPO MEMBRANE OVER PLYWOOD SHEATHING PRE-FINISHED CAP FLASHING 3/4" PLYWOOD T/ STUD 20'-0"2' - 8 1/4"1' - 1" 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER EXTEND TPO FLASHING UNDER CAP THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT THIN BRICK, SOLDIER COURSE 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER FASTNER @ 8" O.C. EXISTING BRICK PIER EXISTING 4" PIPE COLUMN TO REMAIN 2X8 JOIST @ 16" O.C. BTM/ JOIST 12'-0" T/ BRICK 12'-0" 2X6 WOOD FRAMING @ 16" O.C.EXISTING GLU-LAM BEAM 2X4 WOOD FRAMING THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT THIN BRICK, SOLDIER COURSE 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER FASTNER @ 8" O.C. LATH EXISTING 2X6 WOOD BLOCKING TOP OF EXISTING CMU WALL 10'-8" EXISTING BRICK VENEER TOP OF EXISTING BRICK VENEER 9'-0" (V.I.F.) 2X3 WOOD BLOCKING 2X3 WOOD STUDS @ 16" O.C. W/ INSULATION EXISTING W 8X24 2X3 WOOD BLOCKING 2X4 WOOD BLOCKING 3 5/8" EXISTING ROOF JOIST BATT INSULATION Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:28 PM076910 10.31.2017 SECTION DETAILS A303 SCALE : 1 1/2" = 1'-0"1 DETAIL1 SCALE : 1 1/2" = 1'-0"2 DETAIL 2 SCALE : 1 1/2" = 1'-0"3 DETAIL 3 SCALE : 1 1/2" = 1'-0"4 DETAIL 4 SCALE : 1 1/2" = 1'-0"5 DETAIL 5 SCALE : 1 1/2" = 1'-0"6 DETAIL 6 TPO ROOF AND MIN. R30 RIGID INSULATION 2X6 WOOD STUD W/ 5/8" DENSGLASS SHEATHING NEW TPO ROOF FLASHING NEW PLYWOOD DECKING CRICKET METAL CORNICE BRACKET , INSTALL PER MANUFACTURE RECOMMENDATIONA TPO MEMBRANE OVER PLYWOOD SHEATHING PRE-FINISHED CAP FLASHING 3/4" PLYWOOD EXTEND TPO FLASHING UNDER CAP T/ STUD 17'-6" EXISTING SHINGLES EXISTING DECKING 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER T/ BEAM 14'-0" THIN BRICK, SOLDIER COURSE FASTNER @ 8" O.C. SLOPE 1/4" / FT. 2X4 BLOCKING EXISTING BEAM 1 1 1/2" = 1'-0" SECTION DETAIL THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER OVER 2X6 STUDS EXTEND EXISTING CEILING TO NEW THIN BRICK EXISTING CMU WALL T/ CANOPY CEILING 9'-6" (V.I.F.) T/ CMU WALL 8'-0" 2 1 1/2" = 1'-0" SECTION DETAIL THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN, TO BE STAINED TO MATCH PROTO COLOR GROUT 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER OVER 2X4 STUDS IN EXISTING OPENING W WOOD FURRING AND DRYWALL FINISHES ALIGNED TO MATCH EXISTING EXISTING CMU WALL EXISTING LINTEL BEAM EXISTING CMU WALL EXISTING CMU WALL INSULATE CORE 3 1 1/2" = 1'-0" SECTION DETAIL DOUBLE 2X6 SILL PLATE 2X6 OFFSET STUDS @ SIGN OPENING THIN BRICK IN THICK SET, TO MATCH EXISTING SIZE AND PATTERN ACM ALUM. FLASHING, COLOR TO MATCH ACM 5/8" PLYWOOD SHEATHING W/ VAPOR BARRIER OVER BACKER ROD AND SEALANT OPENINGSIGN 2X6 STUD FRAMING 5 1/2" ALUM. FLASHING, COLOR TO MATCH ACM 2X6 STUD FRAMING 2X6 HEADER Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:28 PM076910 10.31.2017 SECTION DETAILS A304 SCALE : 1 1/2" = 1'-0"1 DETAIL 7 SCALE : 1 1/2" = 1'-0"2 DETAIL 8 SCALE : 1 1/2" = 1'-0"3 DETAIL 9 SCALE : 1 1/2" = 1'-0"4 DETAIL 10 SCALE : 1 1/2" = 1'-0"5 DETAIL 11 T e c t o n i c C o p y r i g h t 2 0 0 7 T ecton ic Cop yright 2007 A401 3 24 FINISH FLOOR 0" 7 6 5 4 FINISH FLOOR 0" 2 FINISH FLOOR 0" 3 7 6 5 2 1 4 Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:28 PM076910 10.31.2017 ENLARGED TYP. TOILET RM PLAN AND ELEVATIONS A401 SCALE : 1/2" = 1'-0"1 ENLARGED PLAN - TOILET RM 201A TOILET ACCESSORIES SCHEDULE ITEM MODEL NO. DESCRIPTION SUPPLIED BY INSTALLED BY 1 B-165-1830 STAINLESS STEEL CHANNEL FRAME MIRROR: CENTER OVER SINK, REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHTS. CONTRACTOR CONTRACTOR 2 B-262 SURFACE MOUNTED PAPER TOWEL DISPENSER: REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT. CONTRACTOR CONTRACTOR 3 B-2111 SURFACE MOUNTED SOAP DISPENSER: REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT. CONTRACTOR CONTRACTOR 4 B-2888 SURFACE MOUNTED TOILET PAPER DISPENSER: REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT. CONTRACTOR CONTRACTOR 5 B-6806 42" GRAB BAR: CONCEALED MOUNTING WITH SNAP FLANGE, REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT. CONTRACTOR CONTRACTOR 6 B-6806 36" GRAB BAR: CONCEALED MOUNTING WITH SNAP FLANGE, REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT. CONTRACTOR CONTRACTOR 7 B-6806 18" GRAB BAR: CONCEALED MOUNTING WITH SNAP FLANGE, REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT. CONTRACTOR CONTRACTOR NOTES: 1. REFER TO ADA CLEARANCES AND TOLERANCES DETAIL FOR MOUNTING HEIGHT, A002. 2. REFER TO FLOOR PLAN NOTES FOR LOCATIONS. 3. REFER TO 4/A513 FOR REQUIRED GRAB BAR BLOCKING DETAILS. SCALE : 1/2" = 1'-0"2 TOILET RM 201A - EAST ELEV SCALE : 1/2" = 1'-0"4 TOILET RM 201A - WEST ELEV SCALE : 1/2" = 1'-0"3 TOILET RM 201A - SOUTH ELEV STEEL COAT ROD P.L. SHELF, SIDES AND BACK 1' - 4"4' - 4"4' - 0 1/4"5' - 8"COPY MACHINE BY OWNER UCR BY OWNER 7' - 0"2' - 6"8"UCR VINYL WALL BASE: RB-3 LAMINATE FACE, TOP, & SIDES FINISH END SOLID SURFACE COUNTERTOP 1' - 10" 8"1 1/2"2' - 6 1/2"4"4' - 0"1' - 0"3' - 0"2" 2' - 1 3/8"2 5/8"2' - 6"3' - 3"UCR BY OWNER COPY MACHINE BY OWNER COUNTERTOP: SS-1 LAMINATE FACE, TOP, & SIDES: PL-1 VINYL BASE: RB-33' - 0" 1' - 0"4' - 0"4" 2' - 0 1/2" 1' - 6" 2' - 9 1/2" 4" 7' - 0" 1"9" 2' - 1 1/2" 1 1/2" LAMINATE VINYL WALL BASE: RB-3 3' - 3"9"4' - 0"7' - 0" PROVIDE PAINTED FIRE RETARDENT PLYWOOD AT ALL KNEE SPACES PROVIDE PAINTED FIRE RETARDENT WOOD BLOCKING FOR COUNTERTOP LEDGER WHERE STEEL ANGLE BRACKETS AREN'T REQUIRED SOLID SURFACE COUNTER - SEE CASEWORK GENERAL NOTES FOR COUNTER EDGE PROFILE SEALANT JOINT AT TRANSITION 3/4"3/4"VARIESSEE FINISH LEGEND/ELEVATIONS FOR BACKSPLASH/SIDESPLASH IF REQUIRED SEALANT JOINT AT WALL AND COUNTER OR BACKSPLASH PROVIDE FIRE RETARDENT PLYWOOD AT ALL BASE CABINETS PROVIDE FIRE RETARDENT WOOD BLOCKING AS NEEDED TO INSTALL COUNTERTOP AT BASE CABINETS SOLID SURFACE COUNTER -SEE CASEWORK GENERAL NOTES FOR COUNTER EDGE PROFILE SEALANT JOINT AT BASE CABINET EDGE 3/4"3/4"VARIESSEE FINISH LEGEND/ELEVATIONS FOR BACKSPLASH/SIDESPLASH IF REQUIRED SEALANT JOINT AT WALL AND COUNTER OR BACKSPLASH BASE CABINET VARIES 4" VARIES PLASTIC LAMINATE: PL-1 (ALL VERTICAL SURFACES) MANUFACTURER: WILSONART 7964K-12 PRODUCT TYPE: VERTICAL COLOR: SKYLINE WALNUT RUN ALL GRAIN VERTICALLY PL-2 (ALL HORIZONTAL LAMINATE SURFACES) MANUFACTURER: FORMICA 3505-58 PRODUCT TYPE: HORIZONTAL GRADE COLOR: STORM SOLIDZ *ALL WINDOW SILLS TO BE SS-1 SOLID SURFACE: SS-1 MANUFACTURER: CORIAN COLOR: CAMEO WHITE EDGE: SQUARE EDGE WITH ONLY MICROBEVEL RESIN PANEL: RP-1 MANUFACTURER: 3FORM CHROMA 1/2" Ga. COLOR: PEWTER + TIDE, TRANSLUCENT EDGE: SQUARE EDGE WITH ONLY MICROBEVEL VINYL BASE: RB-3 MANUFACTURER: JOHNSONITE RUBBER BASE, 10"x6" COLOR: DARK BROWN CASEWORK FINISH LEGEND A. ALL CASEWORK SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE B. ALL WALL CABINETS SHALL BE 15" (INCHES) DEEP. (U.N.O) C. ALL WALL CABINETS WITH TASKLIGHT LOCATIONS SHALL HAVE A CASEWORK VALANCE THAT IS CONTINUOUS ACROSS ALL ADJOINING CABINETS. (U.N.O) D. ALL BASE CABINETS SHALL BE 24" (INCHES) DEEP. (U.N.O) E. ALL BASE CABINETS FOR VERTICAL FILE DRAWERS: INTERIOR DIMENSIONS MUST ACCOMMODATE FRONT TO BACK HANGING AND HAVE LOCK. (U.N.O) F. ON ALL BASE CABINETS, PROVIDE SCHEDULED WALL BASE ALONG BOTTOM OF EXPOSED FRONTS, BACKS, SIDES AND ENDS OF ALL FIXED CASEWORK, WARDROBES, END PANELS, VERTICAL SUPPORTS, KNEE SPACES, ETC. (U.N.O.) G. ALL INDIVIDUAL WALL CABINET WIDTHS SHALL BE ALIGNED WITH INDIVIDUAL BASE CABINET WIDTHS BELOW. (U.N.O.) H. ALL WALL AND BASE CABINETS LOCATED NEXT TO A SIDE WALL, PROVIDE A MINIMUM OF A 1" FILLER PANEL AT EACH END OF UPPER/LOWER CASEWORK. (U.N.O) I. ALL WALL CABINETS WITH A GYPSUM BOARD BULKHEAD ABOVE SHALL HAVE A MINIMUM OF A 1" FILL PANEL ACROSS THE TOP OF THE WALL CABINETS TO ALLOW FOR CLEAR DOOR SWING. J. ALL EXPOSED CABINET SIDES SHALL RECEIVE FINISHED END PANELS. (U.N.O) K. ALL CABINET DOOR WIDTHS SHALL NOT EXCEED 2'-0" IN WIDTH. (U.N.O) L. ALL CABINET DOOR AND DRAWER EDGES TO RECEIVE A 3MM EDGE BANDING. (U.N.O.) M. ALL HINGES AND RELATED HARDWARE SHALL BE CONCEALED. (U.N.O) N. ALL CABINETS AND DRAWERS TO INCLUDE 4" WIRE PULLS. (U.N.O) O. ALL COUNTERTOPS SHALL EXTEND 1" BEYOND THE DEPTH OF THE BASE CABINETS BELOW. (U.N.O) P. ALL COUNTERTOPS WITH EXPOSED OUTSIDE CORNERS SHALL HAVE A RADIUS CORNER. (U.N.O) Q. ALL PLASTIC LAMINATE COUNTERTOP FRONT EDGES/ EXPOSED EDGES SHALL HAVE 3MM EDGE (NOT NECESSARY ON BACKSPLASH OR SIDESPLASH). (U.N.O) R. ALL COUNTERTOPS SHALL BE INSTALLED AT 34" A.F.F. IF CONTAINING AND INTEGRAL BOWL SINK. (U.N.O) S. ALL DROP-IN SINKS IN COUNTERTOPS SHALL BE INSTALLED SO THAT THE RIM OF THE SINK IS AT 34" A.F.F. DO NOT INSTALL ANY LOWER TO AVOID CONFLICTS WITH OWNER SUPPLIED EQUIPMENT UNDER THE COUNTERTOP. (U.N.O) T. SHELVING UP TO 30" (INCHES) WIDE SHALL BE 3/4" THICK AND ADJUSTABLE, AND SHELVING OVER 30" (INCHES) WIDE SHALL BE 1" THICK AND HAVE INTERMEDIATE ADJUSTABLE SUPPORTS ALONG THE INSIDE BACK OF CABINET. (U.N.O) U. CASEWORK SHALL BE CAULKED AT ALL JUNCTURES WITH ADJOINING MATERIALS INCLUDING WALL, BASE, COUNTERTOP, ETC. EVEN THOUGH JOINT MAY NOT BE VISIBLE. V. ALL CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO SUBMITTING SHOP DRAWINGS/SHOP FABRICATION. DO NOT SCALE DRAWINGS. W. THE CONTRACTOR SHALL PROVIDE SOLID BLOCKING AS REQUIRED FOR WALL-MOUNTED CASEWORK AND ACCESSORIES. X. COORDINATE OWNER SUPPLIED WALL ACCESSORIES PRIOR TO INSTALLATION OF CASEWORK. Y. CASEWORK MANUFACTURER AND INSTALLER SHALL COORDINATE WITH APPROPRIATE SUBCONTRACTORS FOR INSTALLATION OF SINKS WITH ASSOCIATED PIPING AND FITTINGS, AND FOR INSTALLATION OF ELECTRICAL RECEPTACLES, LIGHT FIXTURES, VOICE/DATA OUTLETS, DICTATION OUTLETS, ETC. WITHIN THE CASEWORK. Z. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH THE OWNER IN CLEAR DIMENSION CONFLICTS BETWEEN THE PROPOSED EQUIPMENT SUPPLIED BY THE OWNER AND THE CASEWORK FOUND WITHIN THE CONSTRUCTION DOCUMENTS AND SHALL REPORT AT ONCE TO THE ARCHITECT ANY ERROR, INCONSISTENCY, OR OMISSION THAT HE MAY DISCOVER DURING THIS COORDINATION. CASEWORK GENERAL NOTES 3/4"3/4"VARIESKNEE SPACE VARIES 3/4"3/4"VARIESBASE CABINET VARIES 4" PROVIDE PAINTED FIRE RETARDENT PLYWOOD AT ALL KNEE SPACES PROVIDE PAINTED FIRE RETARDENT WOOD BLOCKING FOR COUNTERTOP LEDGER WHERE STEEL ANGLE BRACKETS AREN'T REQUIRED PLASTIC LAMINATE COUNTER - SEE CASEWORK GENERAL NOTES FOR COUNTER EDGE PROFILE SEALANT JOINT AT TRANSITION SEE FINISH LEGEND/ELEVATIONS FOR BACKSPLASH/SIDESPLASH IF REQUIRED SEALANT JOINT AT WALL AND COUNTER OR BACKSPLASH PROVIDE FIRE RETARDENT PLYWOOD AT ALL BASE CABINETS PROVIDE FIRE RETARDENT WOOD BLOCKING AS NEEDED TO INSTALL COUNTERTOP AT BASE CABINETS PLASTIC LAMINATE COUNTER - SEE CASEWORK GENERAL NOTES FOR COUNTER EDGE PROFILE SEALANT JOINT AT BASE CABINET EDGE SEE FINISH LEGEND/ELEVATIONS FOR BACKSPLASH/SIDESPLASH IF REQUIRED SEALANT JOINT AT WALL AND COUNTER OR BACKSPLASH NOTE: PAINT AND SEAL ALL EXPOSED PLYWOOD SURFACES BELOW COUNTERS NOTE: PAINT AND SEAL ALL EXPOSED PLYWOOD SURFACES BELOW COUNTERS (3) 2X4 FIRE RETARDANT WD BLOCKING IN STUD WALL - SPACE EQUALLY 2" X 2" X 1/4" VERT. LEG STEEL ANGLE RADIUS END OF STEEL ANGLE PAINT EXPOSED SURFACES SEE WALL TYPES SEE FINISH LEGEND FOR COUNTERTOP FINISH 4" PROVIDE SEALANT AT DRYWALL AROUND STEEL ANGLE AND ALONG PLYWOOD AT ANGLE FLANGE NOTE: THIS IS THE TYPICAL SUPPORT DETAIL FOR WALL MOUNTED COUNTER TOPS. STEEL ANGLE SUPPORTS SHALL NOT EXCEED A MAXIMUM SPACING OF 4'-0"(ANGLE VERTICAL LEG)1' - 11 1/4"2" X 2" X 1/4" HORIZ. LEG STEEL ANGLE SEE FINISH LEGEND FOR COUNTERTOP FINISH 4" PAINT FIRE RETARDANT WOOD LEDGER BEYOND TO SUPPORT COUNTERTOP AT END WALL. PROVIDE SEALANT ALONG PLYWOOD AND LEDGER COUNTER SUPPORT AT KNEE SPACE COUNTER SUPPORT AT END WALL SEE WALL TYPES CONTINUOUS WOOD LEDGER ALONG WALL WOOD BLOCKING IN WALL NOTE: THE FIRST STEEL ANGLE INSTALLED FOR THE PROJECT MUST HAVE ARCHITECT REVIEW QUALITY OF INSTALLATION PRIOR TO CLOSING-UP WALL. IF A DIFFERENT ANGLE OR MANUFACTURER OF ANGEL IS BEING PROVIDED. ANGLE SUBMITTALS AND SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO PURCHASE OR FABRICATION ALONG WITH A MOCK-UP TO REVIEW. PAINT FIRE-RETARDANT PLYWOOD SUPPORT NOTE: AN APPROVED EQUAL TO THE STEEL ANGLES: RAKKS, EH-INSIDE WALL MOUNT COUNTER SUPPORT BRACKET. SEE MANUFACTURER SPECIFICATIONS FOR SPACING AND SIZE REQUIREMENTS DEPENDENT ON COUNTER DEPTH. ANGLES TO BE PRIMED FOR PAINTING NOTE: AN APPROVED EQUAL TO WALL CLEATS: RAKKS, EH-CS ALUMINUM ANGLE CLEAT STOCK. SEE MANUFACTURER SPECIFICATIONS FOR SPACING AND SIZE REQUIREMENTS DEPENDENT ON COUNTER DEPTH. ANGLES TO BE PRIMED FOR PAINTING BACK/SIDE SPLASH SEALANT JOINT COUNTERTOP SEALANT JOINT 3/4" PLASTIC LAMINATE 1/2" SOLID SURFACE 4"3/4"EASED EDGE 3/4"1/2"1"1 1/2"DEPTH VARIES - FIELD VERIFY SEALANT JOINT SOLID SURFACE SEE CASEWORK LEGEND; EDGE TO BE SQUARE PROVIDE A SEALANT JOINT AROUND THE COMPLETE PERIMETER OF THE WINDOW SILL FIRE RETARDENT PLYWOOD BLOCKING4' - 4"8"8"P.L. TOP/ BACK/SIDES STEEL COAT ROD PROVIDE WOOD BLOCKING IN WALL CAULK JOINT4"WALL FLOOR 1' - 4" B3430SB3430B3430 FILLER 3" W3024 W3030 W1830 W1530 1' - 0"MICROWAVE FRIDGE N.I.C. 15" DEEP SLOPED TOP FILLER 3" B34242' - 6"1' - 2"2' - 10"FILLER 2" B3436 B3436 B3430 3' - 0" FILLER 1 3/4" FILLER 2"W3036 W3036 W3030 3' - 0" FILLER 1 3/4"4"10"2' - 6"1' - 2"2' - 10"Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:29 PM076910 10.31.2017 CASEWORK DETAILS A501SCALE : 3" = 1'-0"1 SOLID SURFACE EDGE DTL. SCALE : 3" = 1'-0"2 PLASTIC LAMINATE EDGE DTL. SCALE : 1 1/2" = 1'-0"3 COUNTER SUPPORT DTL. SCALE : 6" = 1'-0"4 BACKSPLASH DTL. SCALE : 6" = 1'-0"5 WINDOW SILL DTL. SCALE : 3/8" = 1'-0"6 COAT SHELF DTL. SCALE : 3/8" = 1'-0"7 WORK AREA PLAN SCALE : 3/8" = 1'-0"9 WORK AREA SCALE : 3/8" = 1'-0"8 WORK AREA SCALE : 3/8" = 1'-0"12 BREAKROOM ELEV - RM 102 SCALE : 3/8" = 1'-0"13 WORK AREA ELEV - RM 106 SCALE : 3/8" = 1'-0"10 WORK AREA SCALE : 3/8" = 1'-0"11 WORK AREA NOTE: WALL CABINETS TO BE 12" DEEP WITH P.L. SLOPED TOP, TYP BASE CABINETS TO BE 24" DEEP, TYP COUNTERTOP: PL-2 CASEWORK: PL-1 NOTE: WALL CABINETS TO BE 15" DEEP WITH P.L. SLOPED TOP, TYP BASE CABINETS TO BE 24" DEEP, TYP COUNTERTOP: SS-1 CASEWORK: PL-1 2' - 6"2' - 3"3"3" 3'-3 7/8" 3" 3'-7 7/8" SOLID SURFACE OVAL SOLID SURFACE COUNTERTOP RETURN TO FLOOR SOLID SURFACE COUNTERTOP RETURN TO FLOOR VINYL BASE TOE KICK TRANSLUCENT OR LAMINATE MODESTY PANEL LAMINATE FACE, TOP AND SIDES BRUSHED STAINLESS STEEL PEDESTAL SUPPORTS 3' - 3"9"4' - 0"3"1' - 10"9"6"2' - 10"3" 14 A502 Sim VINYL BASE TOE KICK LAMINATE FACE AND TOP SOLID SURFACE COUNTERTOP (BEYOND) 2' - 6"3' - 3"9"4' - 0"6"2' - 10"1" TOEKICK FLOOR BOX - SEE ELECT. OPENOPEN NOTE : CONFIRM DIMENSIONS OF OWNER PROVIDE CASH TRAY TO BE LOCATED IN CASH DRAWERS. CASH DRAWER KNEE SPACE SOLID SURFACE COUNTERTOP TRANSLUCENT ELLIPSE TOP PLASTIC LAM. WALL AND CABINET SOLID SURFACE OVAL COUNTERTOP RETURN TO FLOOR VINYL WALL BASE BRUSHED STAINLESS STEEL PEDESTAL SUPPORTS PLASTIC LAM. WALL VINYL WALL BASE 1 1/2" FILLER 2' - 10" FILLER 3" 3"3' - 4"6"2' - 10"3"1' - 10"9"6"1" 1' - 5" 1' - 5"8"3'-4"4'-0"9"1'-4"6"6"3"LAMINATE FACE. TOP AND SIDES SOLID SURFACE OVAL SOLID SURFACE COUNTERTOP RETURN TO FLOOR VINYL BASE TOE KICK 4' - 0"8"6"2' - 10"2' - 3"3"1' - 10"9"3'-2 1/16" 4 '-2 1 /3 2 "3'-2 1/16" 3"2'-6"6"4"8"1'-6"1'-7"R 29' - 0"A502 7 A502 8 A502 915 A502 Sim 12 A502 Sim LAMINATE FILLER PANEL SOLID SURFACE COUNTERTOP RETURN TO FLOOR LAMINATE FACE, TOP AND SIDES TRANSLUCENT MODESTY PANEL VINYL BASEOPEN OPEN SOLID SURFACE COUNTERTOP RETURN TO FLOOR 11"3' - 1"3"2' - 1"9"4' - 0"SOLID SURFACE COUNTERTOP RETURN TO FLOOR LAMINATE FACE, TOP AND SIDES VINYL BASE SOLID SURFACE COUNTERTOP, SEE 1/A420 FOR EDGE DETAILS.11"3' - 1"4' - 0"6"1"4"2' - 4"9"2' - 6" LAMINATE FACE, TOP AND SIDES (7) OPENINGS EQUALLY SPACED SOLID SURFACE COUNTERTOP RETURN TO FLOOR KNEE-SPACEOPEN 9" VINYL BASE OPEN KNEE- SPACE LOCKABLE DRAWERS AND DOOR LAMINATE FILLER BETWEEN WALL AND SOLID SURFACE RETURN TO FLOOR CASH DRAWERS (4) - SIZE DRAWERS TO HOLD CASH TRAY PROVIDE BY OWNER. CASH TRAY DIMINSIONS: 16-3/4"D X 15-1/4"W X 4"H SOLID SURFACE REMOVABLE TOP VINYL BASE CASH RECYCLER BY OWNER NOTE : COORDINATE ELECTRICAL AND DATA BACK BOX LOCATIONS WITH ELECTRICAL CONTR. 1 3/4" 1' - 10 1/2" 1 3/4" 1' - 6" 1' - 6"11"3' - 1"9"2' - 1"3"9"1' - 1"6"6"3'-0" X 2'-0" ELIPSE OPEN WALL IN-WALL STEEL COUNTERTOP SUPPORT PTPTR 1 2 '-0 "9'-3 1/8"4"2"2'-0" R 1 4 '-0 "2' -7 3/8"6"8'-3 1/2"1'-1 7/8"1'-7 1/8"11"3"SD41A50211SOLID SURFACE COUNTERTOP TRANSLUCENT PANEL SOLID SURFACE OVAL 2" STEEL ANGLE IN-WALL COUNTERTOP SUPPORT BRACKETS SPACE MIN. 3'-0" O.C., SEE 3/A420 FOR MORE DETAILS BRUSHED STAINLESS STEEL PEDESTAL SUPPORT SOLID SURFACE COUNTERTOP TURNDOWN TO FLOOR WALL BASE RETURN FINISH END PANEL TO WALL MONITOR ON BRACKET BY OWNER 3' - 1"3"1' - 10"1' - 0"6"3' - 7"3 A501 Sim 13 A502 Sim LAMINATE REMOVABLE ACCESS PANEL 8" REMOVABLE SOLID SURFACE COUNTERTOP OVER CASH RECYCLER (BEYOND) RETURN SOLID SURFACE TO UNDERSIDE OF COUNTERTOP 4" 2' - 6" TRANSLUCENT OR LAMINATE PANEL 10"9"2' - 1"3"4"3' - 1"11"3 1/2"CUT-OUT FOR CABLE MANAGEMENT SOLID SURFACE COUNTERTOP, SEE 1/A420 FOR EDGE DETAILS 4' - 0"9" VINYL BASE TOEKICK 3"2' - 7 1/2"1" SET PIN SECURING REMOVABLE COUNTERTOP 3' - 1"3"2' - 1"9"SOLID SURFACE COUNTERTOP: SS-1 COUNTERTOP STEEL SUPPORT BRACKET (PAINT) - SEE 3/A420 FOR DETAILS 1' - 10"2" TRANSLUCENT PANEL OR LAMINATE PANEL, SEE FINISH SCHEDULE 4" RUBBER BASE: RB-1 11" 3/4" LAMINATE PANEL, TYP. 11" RETURN SOLID SURFACE TO UNDERSIDE OF COUNTERTOP, REFER TO 1/A420 FOR DETAILS 10" 2' - 3" TRANSLUCENT OR LAMINATE PANEL 9"1' - 10"3"2' - 10"3 1/2" SOLID SURFACE COUNTERTOP 9" VINYL BASE TOEKICK 2' - 3" SOLID SURFACE COUNTERTOP RETURN TO FLOOR4' - 0"9"2' - 9"6"3' - 5"10" 2' - 6 1/2"4"1" SOLID SURFACE TOP REMOVABLE TOP 4" CASH RECYCLER LAMINATE FINISH PANEL POWER AND DATA OUTLETS - COORDINATE FINAL LOCATION WITH OWNER/ARCHITECT 1/2"1 1/2"PLASTIC LAMINATE VINYL BASE CUT-OUT FOR CABLE MANAGEMENT A501 1 Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:29 PM076910 10.31.2017 CASEWORK DETAILS A502SCALE : 3/8" = 1'-0"1 GREETER ENLARGED PLAN SCALE : 3/8" = 1'-0"2 GREETER FRONT ELEV. SCALE : 3/8" = 1'-0"3 GREETER SIDE ELEV. SCALE : 3/8" = 1'-0"4 GREETER BACK ELEV. SCALE : 3/8" = 1'-0"5 GREETER SIDE ELEV. SCALE : 3/8" = 1'-0"6 TELLER ENLARGED PLAN SCALE : 3/8" = 1'-0"7 TELLER FRONT ELEV SCALE : 3/8" = 1'-0"8 TELLER SIDE ELEV SCALE : 3/8" = 1'-0"9 TELLER BACK ELEV SCALE : 3/8" = 1'-0"10 TECH BAR ENLARGED PLAN SCALE : 3/8" = 1'-0"11 TECH BAR FRONT ELEV SCALE : 1" = 1'-0"12 TELLER SECTION SCALE : 1" = 1'-0"13 TECH BAR SECTION SCALE : 1" = 1'-0"14 GREETER SECTION SCALE : 1" = 1'-0"15 TELLER SECTION PROVIDE 5/8" FIRE RETARDANT PLYWOOD FROM FINISH FLOOR TO 8'-0" A.F.F PAINT PLYWOOD TYPICAL OF 4 WALLS IN ROOM, UNLESS NOTED OTHERWISE. COORDINATE WITH SUBCONTRACTOR. STOP PLYWOOD 14" SHORT OF DOOR FRAME REFER TO DIMENSION PLANREFER TO DIMENSION PLAN WALL STUDS AT 16" O.C LAY-IN CEILING CONTRACTOR TO PROVIDE 2'-8" X 2'-0" WOOD BLOCKING FOR TV BRACKET SUPPORT PLYWOOD TO BE 5/8" MIN THICKNESS FINISH FLOOR PROVIDE POWER AT TV LOCATION PROVIDE SPLIT BACK BOX FOR DATA LINE AND CABLE TV LINE VERIFY HEIGHT WITH OWNERBOTTOM OF BLOCKINGTHIS DETAIL IS TYPICAL FOR ALL WALL MOUNTED TV'S ON THE PROJECT. PRIOR TO BLOCKING INSTALLATION, OWNER SHALL PROVIDE CUTS SHEETS ON THE TV AND TV BRACKET PURCHASED FOR THE PROJECT. THE GC SHALL INSTALL THE OWNER SUPPLIED TV BRACKET. NOTE: COORDINATE POWER AND DATA LOCATION WITH TV AND TV BRACKET SUPPLIED BY OWNER. REFER TO 4,A513 FOR WALL PLACEMENT; 6/A513 AND 5/A513 FOR WALL DETAILS. NOTE: COORDINATE POWER AND DATA LOCATION WITH TV AND TV BRACKET SUPPLIED BY OWNER. NOTES: 1. TYPICAL AT ALL GRAB BAR LOCATIONS. 2. REFER TO ENLARGED TOILET PLAN FOR TOILET ACCESSORIES LOCATIONS. 3. REFER TO ADA CLEARANCES / TOLERANCES DTLS FOR DIMENSIONAL LOCATIONS. WALL ANCHOR AT EACH FLANGE BY MFG. 2x6 FIRE TREATED SOLID WOOD BLOCKING OR 20 GA CONTINUOUS STEEL STRAPPING AT GRAB BARS AND TOILET ACCESSORIES TYPICAL FRAMING BLOCKING IS CONTINUOUS BETWEEN STUDS BLOCKING OR STRAPPING FOR ADDITIONAL TOILET ACCESSORIES LOCATION OF DRYWALL CONTROL JOINTS IN GYPSUM PARTITIONS (NOT TO SCALE) CJ CJ CJ LAY-IN CEILING FINISH FLOOR WALL BASEDOOR DOORMAXIMUM OF 30'-0" DISTANCE BETWEEN EXPANSION JOINTS IN DRYWALL WALLS (ROOMS AND CORRIDDORS). DRYWALL STUD WALL CONTROL JOINT DOUBLE STUD INSULATION AT GAP CONTROL JOINTS: 1.CONTROL JOINTS SHALL BE MANUFACTURED DEVICES DESIGNED FOR THIS PURPOSE. 2.ALIGN CONTROL JOINTS AND DOOR FRAMES WHEN APPLICABLE. 3.CONTROL JOINTS SHALL BE INSTALLED WHERE INDICATED ON THE PLANS OR AS FOLLOWS 4.A CONTROL JOINT SHALL BE INSTALLED WHERE A PARTITION, WALL, OR CEILING TRAVERSES A CONSTRUCTION JOINT (EXPANSION, SEISMIC, OR BUILDING CONTROL ELEMENT) IN THE BASE BUILDING STRUCTURE. 5.CONTROL JOINTS SHALL BE INSTALLED WHERE A WALL OR PARTITION RUNS IN AN UNINTERRUPTED STRAIGHT PLANE EXCEEDING 30 LINEAR FEET. 6.CONTROL JOINTS IN INTERIOR CEILINGS WITH PERIMETER RELIEF SHALL BE INSTALLED SO THAT LINEAR DIMENSIONS BETWEEN CONTROL JOINTS DO NOT EXCEED 30FEET. 7.CONTROL JOINTS IN INTERIOR CEILINGS WITHOUT PERIMETER RELIEF SHALL BE INSTALLED SO THAT LINEAR DIMENSIONS BETWEEN CONTROL JOINTS DO NOT EXCEED 50 FEET. 8.CONTROL JOINTS IN EXTERIOR CEILINGS AND SOFFITS SHALL BE INSTALLED SO THAT LINEAR DIMENSIONS BETWEEN CONTROL JOINTS DO NOT EXCEED 30 FT. 9.A CONTROL JOINT OR INTERMEDIATE BLOCKING SHALL BE INSTALLED WHERE CEILING FRAMING MEMBERS CHANGE DIRECTION. 10. WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE-RATED SYSTEM, BLOCKING SHALL BE PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCH AS 5/8 IN (15.9 MM) GYPSUM PANEL PRODUCTS, MINERAL FIBER, OR OTHER TESTED EQUIVALENT. SEE THE GYPSUM ASSOCIATION’S FIRE RESISTANCEDESIGN MANUAL,GA-600, OR SPECIAL RECOMMENDATIONS: CONTROL JOINTS FOR FIRE- RESISTANCE RATED SYSTEMS, GA-234. LOCATION OF DRYWALL CONTROL JOINTS IN GYPSUM BULKHEADS (NOT TO SCALE) FINISH FLOOR LAY-IN CEILING CJ IN DRYWALL BULKHEAD ELEVATION VIEW (NTS) BOTTOM OF BULKHEAD CONTROL JOINTS IN LINEAR BULKHEADS TO BE A MAX OF 30'-0" O.C. NOTE: CONTROL JOINTS IN DRYWALL BULKHEADS SHALL EXTEND DOWN THE FACE OF THE BULKHEAD, ACROSS THE BOTTOM OF THE BULKHEAD AND UP THE BACK SIDE OF THE BULKHEAD.LAY-IN CEILING - VARIESLOCATION OF DRYWALL CONTROL JOINTS IN GYPSUM PARTITIONS (NOT TO SCALE) Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:29 PM076910 10.31.2017 INTERIOR DETAILS A503SCALE : 1/2" = 1'-0"2 TYPICAL FRAMING DTL. SCALE : 3/8" = 1'-0"3 TYPICAL FRAMING DTL. SCALE : 3/8" = 1'-0"4 GRAB BAR BLOCKING DTL. SCALE : 1" = 1'-0"1 TYPICAL FRAMING DTL. MIN.8"TURNING BRICK AT PARAPET END ROOF MEMBRANE TERMINATION BAR FULLY ADHERED TPO ROOF MEMBRANE PRE-MOLD PIPE FLASHING DETAIL 1" TO 6" (25 - 150 mm) HOT AIR WELD (NOTE 6) ACCEPTABLE INSULATION SURE-WELD PRE-MOLDED PIPE FLASHING SURE-SEAL WATER CUT-OF MASTIC SURE-WELD REINFORCED MEMBRANE STAINLESS STEEL CLAMPING RING INCLUDED NOTE 2 CARLISLE FASTENER AND FASTENING PLATE (NOTES 4&5) MIN. 1-1/2" (40 mm) REMOVE ALL LEAD AND OTHER FLASHING. TEMPERATURE OF PIPE MUST NOT EXCEED 120'F (49'C). PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, INSTALL 3 FASTENERS AND PLATES AROUND PIPE EQUALLY (300MM) FROM PIPE, FASTENED 12" ON CENTER AND FLASHED WITH SURE-WELD REINFORCED MEMBRANE. [FASTENERS/PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18" (500MM).] IF PLATES CANNOT BE INSTALLED AS SHOWN THEY CAN BE POSITIONED OUTSIDE THE PIPE FLASHING FLANGE. PIPE FLASHING DECK FLANGE MUST BE HOT AIR WELDED A MINIMUM OF 1-1/2" (40MM) BEYOND FASTENING PLATES. INSTALL A SECTION OF SURE-WELD REINFORCED MEMBRANE PRE-MOLDED PIPE FLASHING. 1. 2. 3. 4. 5. 6. 7. NOTES: REGARDLESS OF PIPE DIAMETER. OVER SPLICE INTERSECTIONS PRIOR TO INSTALLING SPACED. FASTENERS MAY ALSO BE POSITIONED MAXIMUM 12" NOTE:BASIS OF DESIGN IS "Carlisle SynTec Incorporated. – Sure-weld reinforced TPO Membrane" LAP COPING PAST CORNER APPLY ICE/WATER SHIELD OVER LAPPED COPING & TURN DOWN WALL 6" MIN. PROVIDE SEALANT JOINT (MIN.)6"PROVIDE COPING COVER AT SEAMS -MATCH COPING PROFILE INSTALL ICE/WATER SHIELD BENEATH ABUTTED SECTIONS 8" (MIN.) METAL EDGE FLASHING DETAIL WOOD NAILER (BY OTHERS ACCEPTABLE INSULATION SURE-WELD REINFORCED MEMBRANE CARLISLE DRIP EDGE OR METAL EDGE BY OTHERS (NOTE 3) SURE-WELD PRESSURE- SENSITIVE COVER STRIP HEAT COVER STRIP AT SPLICE INTERSECTIONS PRIOR TO ROLLING TO CONFORM TO STEP-OFFS CLEAN THE EXISTING MEMBRANE (AND METAL IF APPLICABLE) WITH WEATHER MEMBRANE CLEANER. PRIME THE MEMBRANE USING HP-250 PRIMER. ONCE THE PRIMER IS PROPERLY DRIED, THE PRESSURE-SENSITIVE COVER STRIP IS APPLIED AND ROLLED USING A 2" WIDE ROLLER. WOOD NAILER MUST EXTEND PAST TOTAL WIDTH OF METAL FASCIA DECK FLANGE. FASTENERS AND FASTENER PATTERN AS RECOMMENDED BY METAL EDGE MANUFACTURER. DECK FLANGE MUST BE TOTALLY COVERED BY PRESSURE- SENSITIVE COVER STRIP WITH MINIMUM 2" (50MM) COVERAGE PAST NAIL HEADS. 1. 2. 3. 4. NOTES: NOTE 4 2" MIN. 5. PARAPET FLASHING DETAIL SURE-WELD REINFORCED MEMBRANE SURE-SEAL FASTENER AND FASTENING PLATE, 12" (300 mm) O.C. MAX. (NOTES 4&5) SURE-WELD BONDING ADHESIVE (SEE NOTE 3) ANY SW-9 TERMINATION INSULATION SURE-WELD REINFORCED MEMBRANE SEE NOTE 2 MIN. 1-1/2" (40 mm) HOT AIR WELD POSITION FASTENING PLATES 1/2" (13MM) TO 1" (25MM) FROM APPROXIMATLEY 1/8" (3MM) DIAMETER BEAD OF CUT-EDGE REINFORCED MEMBRANE. WHEN COUNTERFLASHING IS USED FOR TERMINATION. BONDING OR LESS. SHEN COPING OR A TERMINATION BAR IS USED. ADHESIVE MAY BE ELIMINATED WHEN FLASHING HEIGHT IS 18" (500MM) OR LESS. HP-X FASTENERS AND PIRANHA PLATES (OR HP-XTRA FASTERERS DECKS. REFER TO "ATTACHMENT I, MEMBRANE FASTENING CRITERIA" FOR PROPER FASTENERS AND PLATES. FASTENING PLATES CAN BE INSTALLED VERTICALLY. 1. 2. 3. 4. 5. NOTES: EDGE OF DECK MEMBRANE. SEALANT IS REQUIRED ON CUT EDGES OF SURE-WELD ADHESIVE IS NOT REQUIRED WHEN FLASHING HEIGHT IS 12" (300MM) AND PIRANHA XTRA PLATES) ARE REQUIRED OVER STEEL AND WOOD NOTE:BASIS OF DESIGN IS "Carlisle SynTec Incorporated. –Sure- weld reinforced TPO Membrane" PARAPET FLASHING DETAIL SURE-WELD BONDING ADHESIVE MECHANICAL TERMINATIONSW-9F SURE-WELD REINFORCED MEMBRANE CARLISLE TERMINATION BAR CARLISLE PT 304 SEALANT CARLISLE FASTENER MECHANICAL TERMINATION METAL CAP (BY OTHERS) SW-9D CARLISLE TERMINATION BAR CARLISLE FASTENER SURE-WELD BONDING ADHESIVE SURE-WELD REINFORCED MEMBRANE CAP FLASHING TERMINATION SURE-WELD BONDING ADHESIVE SURE-WELD REINFORCED MEMBRANE SW-9B SURE-SEAL WATER CUT-OFF MASTICSURE-SEAL WATER CUT-OFF MASTIC METAL COUNTERFLASHING (BY OTHERS) CARLISLE PT 304 SEALANT SURE-WELD BONDING ADHESIVE IS NOT REQUIRED WHEN FLASHING HEIGHT IS 18" (500MM) OR LESS APPLY ON HARD SMOOTH SURFACE ONLY; NOT FOR USE ON WOOD DO NOT WRAP COMPRESSION TERMINATION AROUND CORNERS FASTENERS OF METAL BAR MUST PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC ALLOW 1/4" TO 1/2" (6 TO 13MM) SPACING BETWEEN CONSECUTIVE LENGTHS OF TERMINATION BARS. BONDING ADHESIVE IS NOT REQUIRED WHEN FLASHING IS 18" (50MM) OR LESS 1. 2. 3. 4. 5. NOTES: NOTE:BASIS OF DESIGN IS "Carlisle SynTec Incorporated. –Sure-weld reinforced TPO Membrane" PREFINISHED METAL GUTTER. COLOR TO MATCH COPING PLAIN RECTANGLE DOWNSPOUT (SEE ROOF PLAN NOTES FOR DIMENSIONS) 6"6"FINISH GRADE DOWNSPOUT BOOT - CONNECT BOOT TO CORRUGATED STORM LINE PREFINISHED ALUMINUM DOWNSPOUT ALUMINUM STRAP WITH CONCEALED FASTENERS 6" CORRUGATED DRAIN TILE PROVIDE ALL REQUIRED TRANSITIONS AND CONNECTIONS PROVIDE PVC FLUSHING AT CONCRETE WALK NOTE: REFER TO CIVIL FOR CONNECTIONS AND DETAILS Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:30 PM076910 10.31.2017 ROOF DETAILS A510 HARDWARE SETS: (ALL HARDWARE TO BE US32D, UNLESS OTHERWISE NOTED) 001: 95" CONTINUOUS HINGE 112HD CUSTOM CUT, US28 FINISH, BY IVES; EXIT DEVICE SD-EL-99-NL-OP 42" BY VON DUPRIN; RIM CYLINDER MEDECO, 26D FINISH, BY MISCELLANEOUS HARDWARE; DOOR PULL BF158, US32D FINISH, BY ROCKWOOD; DOOR OPERATOR 9542 REG HL/B, ANCLR FINISH, BY LCN CLOSERS; OVERHEAD DOOR STOP 105S, US32D FINISH, BY GLYNN JOHNSON; (2) ACTUATOR 59HSS BY MS SEDCO; POWER SUPPLY PS914 900-2RS BY VON DUPRIN; POWER TRANSFER EPT 10, SP28 FINISH, BY VON DUPRIN; WEATHERSTRIP 45041 CNB 1"x42" 2 x89" BY PEMKO; WEATHERSTRIP 18100 CNB 42" BY PEMKO; THRESHOLD 2005 AT 42" BY PEMKO. 002: 95" CONTINUOUS HINGE 112HD CUSTOM CUT, US28 FINISH, BY IVES; PUSH/PULL SET BF15847 39" BY ROCKWOOD; DOOR OPERATOR 9542 REG HL/B, ANCLR FINISH, BY LCN CLOSERS; OVERHEAD DOOR STOP 105S, US32D FINISH, BY GLYNN JOHNSON; (2) ACTUATOR 59HSS BY MS SEDCO. 003: (6) 4-1/2" X 4-1/2" HINGE 5BB1, 652 FINISH BY IVES; (2) LOCKSET AL80PD SAT 10-025, 626 FINISH, BY SCHLAGE; (2) ELECTRIC STRIKE 6211 24VDC, BY VON DUPRIN; (2) CLOSER 1461 REG, AL FINISH, BY LCN CLOSERS; (2) KICKPLATE 8400 8"x34" BY IVES; (2) WALL BUMPER WS407CCV, US26D FINISH BY IVES; (2) POWER SUPPLY PS902 BY VON DUPRIN. 004: (3) 4-1/2" X 4-1/2" HINGE 5BB1, 652 FINISH BY IVES; PRIVACY SET AL40S SAT 10-025, 626 FINISH BY SCHLAGE; CLOSER 1461 REG, AL FINISH, BY LCN CLOSERS; KICKPLATE 8400 8"x34" BY IVES; WALL BUMPER WS407CCV, FINISH US26D BY IVES. 005: (3) 4-1/2" X 4-1/2" HINGE 5BB1, 652 FINISH BY IVES; PASSAGE SET AL10S SAT 10-025, 626 FINISH BY SCHLAGE; CLOSER 1461 REG, AL FINISH, BY LCN CLOSERS; KICKPLATE 8400 8"x34" BY IVES; WALL BUMPER WS407CCV, FINISH US26D BY IVES. 006: NON-LOCKING SLIDING DOORS, MANUFACTURER TO PROVIDE HARDWARE. 007: (3) 4-1/2" X 4-1/2" HINGE 5BB1, 652 FINISH BY IVES; PASSAGE SET AL10S SAT 10-025, 626 FINISH BY SCHLAGE; RIM CYLINDER MEDECO, US26D FINISH BY MISCALANEOUS HARDWARE; FLOOR STOP FS436, FINISH US26D BY IVES. 008:83" CONTINUOUS HINGE 112HD, US28 FINISH BY IVES; EXIT DEVICE 99L-NL 36" BY VON DUPRIN; RIM CYLINDER MEDECO, US26D FINISH BY MISCALANEOUS HARDWARE; ELECTRIC STRIKE 6111, 24 VDC BY VON DUPRIN; DOOR OPERATOR 1461 REG/PA, ANCLR FINISH BY LCN CLOSERS; POWER SUPPLY PS902 BY VON DUPRIN; WEATHERSTRIP 45041 CNB 1"x36" 2x84" BY PEMKO; WEATHERSTRIP 18100 CNB 36" BY PEMKO; THRESHOLD 2005 AT 36" BY PEMKO.2' - 0"2"3' - 8"2"2' - 0"2" 3' - 2 1/2" 2" E.Q.2"E.Q.2"2"E.Q.2"E.Q. 2" 3' - 2 1/2"2"5"2"3' - 2 1/2" 2" E.Q.2"E.Q.2"CLEAR 12' - 0" CLEAR 12' - 0" CLEAR 12' - 0" 107 108 109 8' - 0"NOTE: MANUFACTURER TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION3' - 0"12' - 0" 110 2" 3' - 1 1/4" 2" E.Q. 2" E.Q. 2" CLEAR 12' - 0"2"2' - 0"2"3' - 4"2"2' - 0"2"NOTE: MANUFACTURER TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION3' - 0"SEE SCHEDULE2"2" SEE SCHEDULE 2" F1 HOLLOW METAL (PAINT)SEE SCHEDULE4"2" SEE SCHEDULE 2" F2 HOLLOW METAL (PAINT) SEE SCHEDULE (F) (WOOD)SEE SCHEDULESEE SCHEDULE (FULL-GLASS ALUM) (FG)SEE SCHEDULE5/8" GYP BOARD 5/8" GYP BOARD HM DOOR FRAME DOOR AS SCHEDULED METAL STUD HEADER JAMB HEAD METAL STUD - INTERIOR (TYPICAL) HM DOOR FRAME DOOR AS SCHEDULEDTYP.3"UNLESS NOTED OTHERWISE CONT. CAULK JOINT BOTH SIDES SOUND BATTS AS REQ'D CONT. CAULK JOINT BOTH SIDES SOUND BATTS AS REQ'D Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:30 PM076910 10.31.2017 DOOR SCHEDULE AND DETAILS A601 DOOR SCHEDULE MARK FROM/TO WIDTH HEIGHT DOOR TYPE GLAZING TYPE FRAME TYPE DETAILS FIRE RATING HARDWARE SET REMARKSHEAD JAMB SILL 100A EXTERIOR TO VESTIBULE 6' - 0" 7' - 0" FG TEMP. F2 001 1, 2, 5, 7 100B VESTIBULE TO LOBBY 6' - 0" 7' - 0" FG TEMP. F2 002 1, 2, 5 102 LOBBY TO BREAKROOM 3' - 0" 7' - 0" EXIST. - EXIST.005 102A BREAKROOM TO TOILET RM 3' - 0" 7' - 0" EXIST. - EXIST.EXIST. 102B BREAKROOM TO TOILET RM 3' - 0" 7' - 0" EXIST. - EXIST.EXIST. 103 VAULT OPENING 3' - 0" 7' - 10" - - EXIST.- 103A VAULT DOOR 3' - 0" 7' - 0" EXIST. - EXIST.003 104 LOBBY TO IT RM 2' - 6" 7' - 0" EXIST. - EXIST.007 105 LOBBY TO JANITOR'S RM 2' - 6" 7' - 0" EXIST. - EXIST.007 107 LOBBY TO OFFICE 3' - 2 1/2" 7' - 10" DIRTT V2 DIRTT - -- - 006 3 108 LOBBY TO OFFICE 3' - 2 1/2" 7' - 10" DIRTT V2 DIRTT - -- - 006 3 109 LOBBY TO OFFICE 3' - 2 1/2" 7' - 10" DIRTT V2 DIRTT - -- - 006 3 110 LOBBY TO OFFICE 3' - 1 1/4" 7' - 10" DIRTT V2 DIRTT - -- - 006 3 111 LOBBY TO ELEC RM 3' - 0" 7' - 0" F F1 007 200 VESTIBULE TO STAIRS 3' - 0" 7' - 0" F - F1 008 201 VESTIBULE TO TENANT SPACE 3' - 0" 7' - 0" EXIST. - EXIST.EXIST. 002 1, 2, 5 202 TENANT SPACE TO STORAGE 3' - 0" 7' - 0" F - F1 004 4 202A STORAGE TO TOILET RM 3' - 0" 7' - 0" F - F1 004 4 202B STORAGE TO TOILET RM 3' - 0" 7' - 0" F - F1 004 4 202C STORAGE TO EXTERIOR 3' - 0" 7' - 0" EXIST. - EXIST.EXIST. EXIST. 203 EXTERIOR TO STAIRS 3' - 0" 7' - 0" EXIST. - EXIST.EXIST. EXIST. DOOR SCHEDULE REMARKS LEGEND: 1. AUTO OPERATOR 2. CARD READER 3. DIRTT SYSTEM: CENTER MOUNT GLASS V2, LOW PROFILE, MANUFACTURER TO FIELD VERIFY DIMENSIONS 4. MANUFACTURER: MARSHFIELD-ALGOMA. SPECIES: CHERRY. CUT: QUARTER, ENVIRONCLAD NUTMEG 48-97. 5. MANUFACTURER: KAWNEER. MODEL: 451T. 6. MANUFACTURER: CECO. 18 GAUGE EXTERIOR STIFFENED STEEL. 7. TO BE REUSED LOGO2 1/2"2'-8"3"1'-4"1 7/8"7'-4" 4 1/2"4 1/2" 1'-5" 1'-8" 3 A701 2" PRECAST ASHLAR CONC CAP ANCHOR W/ 3/8" x 4" ALL THREAD PINS EPOXY SET 8" CMU BLOCK WITH #5 REBAR CONCRETE FOOTING (REF STRUCTURAL DWGS) SLOPE TOP OF CONCRETE FOOTING AWAY FROM SIGN GROUND LINE 10" CAST METAL LETTERS. FONT TO BE SUPPLIED BY CLIENT. COLOR TBD BY OWNER. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL 6" CAST METAL LETTERS TO BE PROVIDED BY FUTURE TENENT AND APPROVED BY OWNER. STAR TO BE CAST METAL AT NOTED SIZE AND PAINTED PT-5 WITH EXTERIOR APPROVED PAINT. SEE FINISH LEGEND ON A107. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL 8" CMU BLOCK REDLAND BRICK COMPANY, HARMAR UTILITY FACE BRICK, #072 EBONY BROWN MATTER WITH MAPEI "PEWTER" GROUT MASONRY LADDER 2" PRECAST BEVELED STONE CAP, EPOXY FILL @ 1" DOWEL, 4" LENGTH CAST METAL LETTERS , SIGN BY A.R.K. RAMOS SIGNAGE SYSTEM OR APPROVED EQUAL, COLOR TBD BY OWNER #5 BENT REBAR @ 16" O.C. - EA. SIDE OPEN GRADED FREE DRAINING GRANULAR FILL CONTINUOUS FLASHING MORTAR STOP DRIP EDGE WEEP VENT 1'-3 1/2" 3'-4 1/4"10 3/4"1 1/2"1'-2 1/2"3 1/2"4'-9"2'-2 3/4"2'-8 3/8"7'-4" LOGO 10" CAST METAL LETTERS. FONT TO BE SUPPLIED BY CLIENT. COLOR TBD BY OWNER. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL 6" CAST METAL LETTERS, PROVIDED BY FUTURE TENANT. STAR TO BE CAST METAL AT NOTED SIZE AND PAINTED PT-5 WITH EXTERIOR APPROVED PAINT. SEE FINISH LEGEND ON A107. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL. TENANT LOGO TO BE PROVIDED BY FUTURE TENANT. 18'-2" (85% = 15'-5 1/4") 12'-9 1/2"3'-10"10"10"5'-6"(70% = 3'-10")2'-8 1/4"2'-8 1/4" 12'-9 1/2" 3'-2 3/4"9'-3 3/4"3" 12'-2 1/2"±2'-11 3/4"4"6"24" CAST METAL LETTERS. FONT TO BE SUPPLIED BY CLIENT. COLOR TBD BY OWNER. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL 6" CAST METAL LETTERS. FONT TO BE SUPPLIED BY CLIENT. COLOR TBD BY OWNER. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL STAR TO BE CAST METAL AT NOTED SIZE AND PAINTED PT-5 WITH EXTERIOR APPROVED PAINT. SEE FINISH LEGEND ON A107. SIGN BY A.R.K. RAMOS SIGNAGE SYSTEMS OR APPROVED EQUAL Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:30 PM076910 10.31.2017 SIGNAGE A701SCALE : 3/4" = 1'-0"1 MONUMENT SIGN DETAILS SCALE : 3/4" = 1'-0"2 MONUMENT SIGN CAST LETTER DTLS. SCALE : 3/4" = 1'-0"3 EXTERIOR SIGNAGE - BUILDING MOUNTED SCALE : 3/4" = 1'-0"4 EXTERIOR SIGNAGE - CAST LETTER DTL. Remodel Existing Branch STAR BANK 140 E. CARMEL DR. CARMEL, INDIANA 46032 REV DATE DESCRIPTION 7654 Interactive WayIndianapolis, IN46278-2731PH: 317.299.7500FAX: 317.291.580510/31/2017 75% OWNER REVIEW Suite 10011/27/2017 90% BID SET Remodel Existing Branch STAR BANK 140 E. CARMEL DR. CARMEL, INDIANA 46032 REV DATE DESCRIPTION 7654 Interactive WayIndianapolis, IN46278-2731PH: 317.299.7500FAX: 317.291.580510/31/2017 75% OWNER REVIEW Suite 10011/27/2017 90% BID SET REF.T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 REF.T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g ht 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 TOILET RM 102A TOILET RM 102B BREAK ROOM 102 VAULT 103 IT ROOM 104 JANITOR'S 105 TOILET RM 202B TOILET RM 202A EXISTING STAIR 203 DN 1/2" CW 1/2" HW 1/2" CW 1/2" HW 3/4" HW 3/4" CW 3/4" HW WH 3/4" CW EXTEND EXISTING DOMESTIC WATER (3/4" ) WITH SHUT OFF VALVE. 3/4" CW 1/2" CW 1/2" HW TOILET RM 102A TOILET RM 102B BREAK ROOM 102 VAULT 103 IT ROOM 104 JANITOR'S 105 TOILET RM 202B TOILET RM 202A EXISTING STAIR 203 DN 3/4" CONNECT TO EXISTING IN BASEMENT MOP SINK FD FUTURE SINK EXISTING PLUMBINGFD FD 4" Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:33 PM076910 10.31.2017 PLUMBING FLOOR PLAN P101 SCALE : 1/4" = 1'-0"1 PLUMBING PLAN- DOMESTIC WATER SCALE : 1/4" = 1'-0"2 PLUMBING PLAN- SANITARY DISCHARGE LINE FROM T&P RELIEF VALVE PIPE FULL SIZE TO FLOOR DRAIN GALVINIZED SHEET METAL DRAIN PAN THERMAL EXPANSION TANK WATTS DET-12 OR EQUAL VACUUM RELIEF VALVE WATTS #N36 1/2" OR EQUAL DRAIN LINE FOR CONDENSATE PAN TO FLOOR DRAIN 3/4" CW 3/4" HW CONNECT TO EXISTING 3" VENT UP THROUGH ROOF EXISTING 2 1_ 2"∅ DOMESTIC WATER HOOKUP CONNECT TO EXISTING 4" DIA. SANITARY P-21 1/2"V2"VP-1 CO FD 2"V 11_ 2"W 3"W 3"W WATER HEATER WH-1 3/4" 3/4"3/4" 3/4" WATER HEATER WH-1 P-21 1/2"V2"VP-1 FD 2"V 11_ 2"W 3"W3"W FUTURE 2"V 1 1/2"V11_ 2"W 1/2" 1/2" P-2 P-2 FUTURE SINK 1/2" 1/2" 1/2" P-1 P-1 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 2"V 2"V 1 1/2"V2"V 1 1/2"VMS 1/2" 1/2"1 1/2"V4"W 3"W1 1/2"V2"V 3"W 1 1/2"W 3"V 2"V 2"V 3"W MS FD 3"W 3"W THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT AND MATERIALS IN CONNECTION WITH THE ROUGH-IN, FINAL SETTING AND CONNECTIONS TO ALL PLUMBING FIXTURES. THE CONTRACTOR SHALL CAREFULLY REVIEW THE CONDITIONS AT THE SITE AND ALL OF THE CONTRACT DRAWINGS TO DETERMINE THE EXTENT OF THE NEW PLUMBING WORK REQUIRED. DOMESTIC WATER PIPING: TYPE L HARD TEMPER COPPER WITH WROUGHT COPPER OR BRASS FITTINGS WITH SWEAT SOLDER JOINTS. WASTE AND VENT PIPING: PVC OR STANDARD WEIGHT CAST IRON WITH NO-HUB FITTINGS PIPING INSULATION: ALL DOMESTIC WATER, 1" THICK PREMOLDED FIBERGLASS WITH VAPOR BARRIER JACKET. ALL PLUMBING FIXTURES SHALL BE COMPLETE IN EVERY DETAIL WITH ALL TRIMMINGS AND CONNECTIONS. ALL FIXTURES SHALL BE DESIGNED TO PREVENT THE BACK FLOW OF POLLUTED WATER OR WASTE INTO THE WATER SUPPLY SYSTEM. FIXTURES SHALL BE AMERICAN STANDARD OR APPROVED EQUAL: ALL FIXTURES SHALL COMPLY WITH ADA AND WATER CONSERVATION ACT. VERIFY WITH OWNER FIXTURES TO BE PROVIDED BY OWNER AND ADJUST PRICE ACCORDINGLY. INSTALL AND HOOK-UP OWNER SUPPLIED FIXTURES COMPLETELY. SUPPLY THE FOLLOWING ITEMS: FLOOR DRAIN (FD): J.R. SMITH #2020-A WITH INTEGRAL DEEP SEAL TRAP PERIMETER INLET AND CLEANOUT WITH BRONZE PLUG, LACQUERED CAST IRON BODY AND FLASHING COLOR, NICKEL BRONZE ADJUSTABLE STRAINER HEAD WITH SECURED SQUARE HOLE GRATE. P-1 WATER CLOSET (HANDICAPPED): AMERICAN STANDARD, CADET 11 16 1/8"H # 2216.143, ELONGATED, VITREOUS CHINA, WHITE. SEAT -AMERICAN STANDARD ROYAL #0039.O75 WITHOUT COVER, WHITE. SUPPLY PIPE - FLEXIBLE, CHROME PLATED OR BRAIDED STAINLESS STEEL. SUPPLY VALVE - BRASSCRAFT CHROME PLATED ANGLE VALVE. P-2 LAVATORY (HANDICAPPED): AMERICAN STANDARDS, LUCERNE #0356.041, VITREOUS CHINA, WHITE. FAUCET - AMERICAN STANDARD, RELIANT #2385.403 SINGLE LEVER WITH GRID DRAIN, CHROME PLATED AND 1/2" MALE CONNECTORS. TRAP - MCGUIRE #8902SDF 1 1/4 X 1 1/2 P-TRAP CHROME PLATED. SUPPLY PIPES - FLEXIBLE, CHROME PLATED OR BRAIDED STAINLESS STEEL. SUPPLY VALVES - BRASSCRAFT CHROME PLATED ANGLE VALVES. INSULATION - TRUEBRO, SKAL-GARD OR EQUAL. HEIGHT -34" FROM RIM TO AFF. P-3 HANDSINK: REUSE, RELOCATE THE EIXSTING P-3 MOP SINK: FLAT MSB 2424, 24"x24"x10", MOLDED STONE, FLOOR MOUNTED, MOP SERVICE BASIN, OR APPROVED EQUAL. PROVIDE 3" CAST BRASS DRAIN WITH CHROME PLATED INTEGRAL STRAINER WITH PROVISION FOR 1" CAULKED LEAD CONNECTION. TRIM: ANSI A112.18.1, PROVIDE CHICAGO FAUCET 897 COMBINATION SERVICE SINK FITTINGS HAVING SPOUT WITH VACUUM BREAKER, PAIL HOOK, WALL BRACE AND 3/4" HOSE THREAD. PROVIDE A 30" LONG HOSE WITH FEMALE CONNECTOR AND WALL BRACKET. THE WATER HEATER WH-1 SHALL BE A.O. SMITH MODEL DSE-10, 10 GALLON, 208 V, 3 PHASE, 4500 WATTS. HEATER SHALL BE LISTED BY UNDERWRITERS, LABORATORIES TANK SHALL BE FACTORY FIRED WITH GLASS LINING WITH 75 PSI WORKING PRESSURE AND EQUIPPED WITH EXTRUDED HIGH DENSITY MAGNESIUM ANODE AND T&P RELIEF VALVE. ELECTRIC HEATING ELEMENT SHALL BE SERIES ONE MEDIUM WATT DENSITY WITH ZINC PLATED COPPER SHEATH. THE CONTROLS SHALL INCLUDE A THERMOSTAT WITH EACH ELEMENT AND HIGH TEMPERATURE CUTOFF. THE JACKET SHALL PROVIDE FULL SIZE CONTROL COMPARTMENTS FOR PERFORMANCE SERVICE AND MAINTENANCE THROUGH FRONT PANEL OPENINGS AND ENCLOSE THE TANK WITH INSULATION. THE DRAIN VALVE SHALL BE LOCATED IN THE FRONT FOR EASE OF SERVICING. OUTER JACKET SHALL BE BAKED ENAMEL FINISH. HEATER SHALL HAVE A MINIMUM THREE (3) YEAR LIMITED WARRANTY FOR COMMERCIAL INSTALLATION, AS OUTLINE IN WRITTEN WARRANTY. FULLY ILLUSTRATED INSTRUCTION MANUAL SHALL BE INCLUDED. INSULATION SHALL MEET ASHRAE STANDARD 90A-1980 FOR ENERGY EFFICIENCIES. REFER TO DRAWINGS FOR SIZE, CAPACITY AND VOLTAGE.HEAT TRAPS INSTALLED ON NON-CIRCULATIONG STORAGE WATER TANKS. PUBLIC LAVATORY FAUCET WATER TEMPERATURE <=110° F REUSE / RELOCATE EXISTING GREASE INTERCEPTOR (IF ANY), UNLESS OWNER DETERMINES IT UNUSABLE OR INADEQUATE. THEN SUPPLY THE FOLLOWING: GREASE INTERCEPTOR: J.R. SMITH 8220, 20 GPM, 40 GALLON CAPACITY, WITH EXTENSION AND SECURED LID. INSTALL EXPANSION TANK ON COLD WATER SUPPLY LINE TO WATER HEATER, AFTER CHECK VALVE. AMTROL THERM-X-TROL ST-5. POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY AND CODE REQUIREMENTS. LANDLORD REQUIRES ALL TENANT WORK TO BE PERFORMED BY LANDLORD'S PREFERRED SPRINKLER CONTRACTOR AT TENANT'S EXPENSE. SPRINKLER PLANS AND SHOP DRAWINGS ARE TO BE SUBMITTED TO LANDLORD'S INSURER, GLOBAL RISK MANAGEMENT, FOR APPROVAL. SPRINKLER SYSTEM MUST BE FULY CHARGED AND OPERATIONAL WHENEVER CONTRACTOR IS NOT ON SITE. FIRE PROTECTION SHALL BE PART OF THE MECHANICAL CONTRACT BY THE MALL APPROVED FIRE PROTECTION CONTRACTOR. AN EXISTING FIRE PROTECTION SYSTEM IS INSTALLED WITHIN THE PROPOSED LEASE SPACE. ADD PIPING AND HEADS AS REQUIRED TO ACCOMMODATE NEW PARTITIONS, CEILING HEIGHTS, AND HEAD TYPES. SPRINKLER HEADS IN FINISHED AREAS SHALL BE CHROME PLATED PENDANT TYPE. SPRINKLER HEADS IN BULKHEADS SHALL BE FULLY CONCEALED POP-OUT TYPE, VIKING A-1 OR EQUAL. PAINT TO MATCH CEILING. SPRINKLER HEADS IN UNFINISHED AREAS SHALL BE ROUGH BRASS PENDANT TYPE. SPRINKLER SUBCONTRACTOR SHALL INCLUDE LAYOUT DRAWINGS AND ALL REQUIRED MALL AND AGENCY APPROVALS AS PART OF THE WORK. ALL WORK SHALL CONFORM TO NFPA AS WELL AS ANY OTHER APPLICABLE CODES. PLANS MUST BE SUBMITTED WHICH VERIFY THAT THE FIRE SPRINKLER PROTECTION IS STILL ADEQUATE AFTER REMODEL, AND COMPLIES WITH UBC STANDARDS 38-1 (UBC 3801) AND OTHER APPLICABLE CODES AS A MINIMUM. SUBMIT SPRINKLER SYSTEM DRAWINGS AND SPECIFICATIONS. WATER FURNISHED BY ANY WATER UTILITY FOR HUMAN CONSUMPTION OR FOR DOMESTIC USE SHALL BE OF SUCH QUALITY AS WILL HAVE THE APPROVAL, OR COMPLY WITH THE REQUIREMENTS, OF THE DEPARTMENT OF HEALTH. PUBLIC WATER SUPPLIES WITHIN THE DISTRIBUTION PIPE SYSTEMS SHALL BE ADEQUATELY PROTECTED AGAINST POLLUTION FROM BACKSIPHONAGE OR CROSS CONNECTIONS WITH OTHER SYSTEMS ON TENANT'S PROPERTY BY PROPER INSTALLATION OF PROTECTIVE DEVICES IN ACCORDANCE WITH THE RULES OF THE DEPARTMENT OF HEALTH. SUCH PROTECTIVE DEVICES SHALL BE INSTALLED AND MAINTAINED AT THE COST AND EXPENSE OF THE TENANT, SUBJECT HOWEVER, TO THE INSPECTION TEST AND APPROVAL OF THE UTILITY BEFORE BEING PLACED IN SERVICE, AND AT SUCH TIMES THEREAFTER AS RECOMMENDED BY THE DEPARTMENT OF HEALTH. P.C. TO VERIFY REQUIREMENTS OF LOCAL AND STATE HEALTH DEPARTMENTS REGARDING WATER QUALITY AND BACKFLOW PREVENTERS WATER HEATER DETAIL HOT AND COLD WATER PIPING SANITARY AND VENT PIPING PLUMBING EQUIPMENT AND MATERIAL NOTES FIRE PROTECTION NOTES BACKFLOW PREVENTION NOTES Proj. No.: Date: Sheet Name:Remodel Existing BranchSTAR BANK140 E. CARMEL DR.CARMEL, INDIANA 46032REVDATEDESCRIPTION7654 Interactive Way Indianapolis, IN 46278-2731 PH: 317.299.7500 FAX: 317.291.5805 10/31/201775% OWNER REVIEWSuite 100 11/27/201790% BID SET11/27/2017 6:32:33 PM076910 10.31.2017 PLUMBING SPECIFICATIONS AND DETAILS P102 SCALE : 1/8" = 1'-0"1 PLUMBING DETAILS Remodel Existing Branch STAR BANK 140 E. CARMEL DR. CARMEL, INDIANA 46032 REV DATE DESCRIPTION 7654 Interactive WayIndianapolis, IN46278-2731PH: 317.299.7500FAX: 317.291.580510/31/2017 75% OWNER REVIEW Suite 10011/27/2017 90% BID SET Remodel Existing Branch STAR BANK 140 E. CARMEL DR. CARMEL, INDIANA 46032 REV DATE DESCRIPTION 7654 Interactive WayIndianapolis, IN46278-2731PH: 317.299.7500FAX: 317.291.580510/31/2017 75% OWNER REVIEW Suite 10011/27/2017 90% BID SET Remodel Existing Branch STAR BANK 140 E. CARMEL DR. CARMEL, INDIANA 46032 REV DATE DESCRIPTION 7654 Interactive WayIndianapolis, IN46278-2731PH: 317.299.7500FAX: 317.291.580510/31/2017 75% OWNER REVIEW Suite 10011/27/2017 90% BID SET Remodel Existing Branch STAR BANK 140 E. CARMEL DR. CARMEL, INDIANA 46032 REV DATE DESCRIPTION 7654 Interactive WayIndianapolis, IN46278-2731PH: 317.299.7500FAX: 317.291.580510/31/2017 75% OWNER REVIEW Suite 10011/27/2017 90% BID SET