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Home My WebLink About3 Arch & MEP.pdfRE F . F. E . C . HANDICAP PARKING BYDISABLED PERMIT ONLYWOMENMEN WALKING PARALLEL TO WALLFORWARD REACH DIMENSIONSSIDE REACH DIMENSIONS URINALSHANDICAP GRAB BARS AND WATER CLOSETS HANDICAP LAVATORY DRINKING FOUNTAINS SOAP DISHESLIQUID SOAP DISPENSERMIRRORSCLOTHES HOOK ELECTRIC DRYER PAPER TOWEL DISPENSERS SEAT COVER SHOWER HEAD & CONTROLS SHOWER SEATEXTINGUISERCURTAIN ROD SHOWERFIRESIGNAGE MINIMUM DOOR CLEARANCE TREAD WIDTH & ACCEPTABLE NOSINGS MOUNTING HEIGHT & ACCESSIBILITY REQUIREMENTS TO OP E R A B L E PA R T CL CL LC MIN. PUSH-SIDE FINISH CLEARANCE MIN. PULL-SIDE FINISH CLEARANCE. CL 60°60° R = 1/2" CL CL R = 1/2" R = 1/2" SIDE REACH = 46"MAX FORWARD REACH = 48"MAX DIMENSIONS TO CONTROLS: TO TOP TO TOP TO BOTTOM OVER OBSTRUCTIONS THESE TYPICAL MOUNTING HEIGHTS SHALL BE USED UNLESS OTHERWISE NOTED OVER OBSTRUCTIONS STD.HANDICAP REAR ELEVATION SIDE ELEVATION STD.HANDICAP 60" MIN. LONG HOSE HANDICAP HANDICAPSTD. STD HANDICAP STD HANDICAP F.E.C. F.E. HANDICAP T.O. RIM B.O. GLASS CONTROL/ OUTLET T. O . R I M TO M I R R O R SU R F A C E 2' - 4 " 3' - 4 " 3' - 0 1 / 1 6 " 3' - 4 " 5' - 0 " 48 " M A X . 3' - 4 " M I N . 4' - 0 " 4' - 0 " 5' - 1 0 " 6' - 0 " 3' - 4 " 1' - 5 " M I N . 1' - 7 " MA X . 6' - 6 " 3' - 6 " 3' - 6 " 6' - 8 1 / 8 " 5' - 0 " ACCESSIBILITY NOTES: 1.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2.WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FORWARD AND SIDE REACH DIMENSIONS SHOWN. 3.WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. 4.DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (IE. LEVER OPERATED, PUSH-TYPE, U- SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 5.ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING AND INTERIOR SWINGING DOORS. 6.FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP-RESISTANT. CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET THICKNESS SHALL BE 0.5 MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 7.HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION OR PROTECTION MATERIAL MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES MATERIAL MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 8.ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (IE. LEVER-OPERATED, PUSH-TYPE, ELECTRONICALLY CONTROLLED). 9.TOILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE. 10.A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. 11.ALL PRIMARY ENTRY DOORS TO FIRST FLOOR OCCUPANCIES AND RESIDENTAL UNITS ARE ACCESSIBLE. DOORS WITHIN DWELLING UNITS USEABLE (FHADM, CH.3) INSULATE DRAIN PIPE & HOT WATER PIPE TOP OF SEAT TOP OF SEAT MINIMUM FOR ACCESSIBLE DOORS, NORMAL FOR USEABLE DOOR. X SHALL BE < 25"; Z SHALL BE > X. WHEN X < 20", THEN Y SHALL BE 48" MAX. WHEN X IS 20" - 25", THEN SHALL BE 44" MAX. 9" M I N . 2' - 3 " M I N . 3' - 4 " M A X . 2'- 5 " M I N . 6" MAX. 8" MIN. 2' - 1 1 7 / 8 " 1'-5" MIN. 1' - 7" MAX. 3' - 0 " M A X . 2' - 3 " M I N . 9" M I N . 8" MIN. 6" MAX. 1' - 7 " 2' - 0 " 2' - 9 " M I N . 3'- 0 " M A X . 1' - 5 " GRAB BAR 2' - 9 " M I N . 3' - 0 " M A X . 2' - 0 " M A X . 1' - 5 " M A X . T. O . R I M 1' - 7 " 1' - 5 " 3' - 3 " 3' - 7 " 1' - 7 1 5 / 1 6 " 3' - 6" MIN.1' - 0" MAX. 3' - 3"-3' - 5' 3' - 0" MIN.- 6" MAX. 4" MIN. GRAB BAR 1' - 6" 34 " M A X . 3' - 1 0 " 4' - 6 " 9" 2' - 0 1/8"30" ` 10" MAX.2' - 6 1/16" 4' - 0 1 / 1 6 " 1' - 3 " 48" ` Y X 80 " M I N . 4" MAX. GR E A T E R T H A N 2 7 " CLEAR WIDTH 27 " O R B E L O W 1' - 6" 1' - 0"2' - 8" 11" MIN.1 1/2" ` 11" MIN.1 1/2" `11" MIN.1 1/2" ` Z 48" ` BUILDING CODE SUMMARY APPLICABLE CODE: OCCUPANCY CLASSIFICATIONS: CONSTRUCTION TYPE: ALLOWABLE AREA: BUILDING ELEMENTS - FIRE-RESISTIVE REQUIREMENTS: OCCUPANCY SEPRARTIONS: INCIDENTAL USE SEPARATIONS: NUMBER OF EXITS: AUTOMATIC SPRINKLERS: FIRE ALARM SYSTEM: 2010 INDIANA BUILDING CODE (IBC) BRANCH BANK - B OCCUPANCY[304.1] TYPE VB CONSTRUCTION, BASED UPON ALLOWABLE AREA [503.1] TABULAR AREA: 9,000 S.F. FRONTAGE INCREASE: +6,750 S.F. ALLOWABLE AREA PER FLOOR: 15,750 S.F. TABLE 503, SEC. 506.2 BUILDING - ACTUAL AREA: 2,843 S.F. CANOPY AREA: 807 S.F. TOTAL AREA: 3,650 S.F. STRUCTURAL FRAME, EXTERIOR WALLS, INTERIOR WALLS AND ROOF, ASSEMBLY ARE PERMITTED TO BE OF COMBUSTIBLE, NONRATED CONSTRUCTION. TABLE 601, TABLE 602] OCCUPANCY SEPARATIONS ARE NOT REQUIRED, SINCE ENTIRE BUILDING IS CLASSIFIED AS B OCCUPANCY. [304.1] MECHANICAL ROOM WITH FUEL FIRED EQUIPMENT WITH A RATING OF OVER 400,000 BTU/HR OR BOILERS OVER 15 PSI REQUIRED TO BE SEPARATED WITH A 1-HOUR FIRE BARRIER. NONE REQUIRED. [TABLE 508.2] PUBLIC AREA AND EMPLOYEE AREA EACH PERMITTED TO HAVE A SINGLE EXIT, BASED UPON A TRAVEL DISTANCE NOT EXCEEDING 75 FEET. [1019.2] AUTOMATIC SPRINKLERS ARE NOT REQUIRED, BASED UPON PROVISION OF FIRE FIGHTING ACCESS OPENINGS ON AT LEAST ONE LONG SIDE OF THE BUILDING. [903.2.10] FIRE ALARM SYSTEM IS NOT REQUIRED IN B OCCUPANCY WITH LESS THAN 500 OCCUPANTS [907.2.2] 12 A B C MANAGER'S OFFICE 05 LOBBY TELLER 06 DRIVE-UP TELLER 07 CASH ROOM 08 BREAK ROOM 14 MECH. ROOM 13 TRASH ENCLOSURE 15 TOILET 12 COUPON 10 CONFERENCE 09 OFFICE 04 PASSAGE 11 LOBBY 02 VEST. 01 OFFICE 03 WAITING 02A EXIT EXIT www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 1 / 2 0 1 3 5 : 0 9 : 3 9 P M A101 LIFE SAFETY & EGRESS PLAN, CODE SUMMARY & ACCESSIBILITY REQUIREMENTS 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 ADA Diagram 1/8" = 1'-0"3 OVERALL LIFE SAFETY & EGRESS PLAN No.DescriptionDate RE F . F. E . C . A301 A302 2 1 95 SF MECH. ROOM 13 69 SF TOILET 12 103 SF COUPON 10 123 SF CONFERENCE 09 159 SF OFFICE 04 160 SF OFFICE 03 86 SF VEST. 01 213 SF MANAGER'S OFFICE 05 142 SF CASH ROOM 08 463 SF LOBBY 02 273 SF LOBBY TELLER 06 PASSAGE 11 85' - 4" 11 ' - 6 " 13 ' - 4 " 11 ' - 6 " 2' - 0 1 5 / 1 6 " 13 ' - 0 " 3' - 4 " 13 ' - 0 " 7' - 0 " 6' - 6"3' - 6"7' - 7 1/4"5' - 4 3/4"5' - 4 3/4"12' - 11 1/4" 5' - 4 " 11 ' - 5 1 / 2 " 15' - 4"11' - 4 3/4" 10 ' - 1 0 3 / 4 " 11 ' - 8 3 / 4 " ATMND 125 SF BREAK ROOM 14 41' - 4"44' - 0" DS DS DS DS DS DS DS SAF. DEP. TELLER 4 TELLER 3 TELLER 2 TELLER 1164 SF DRIVE-UP TELLER 07 LANE 1 LANE 2 LANE 3 36 ' - 4 " SAFE 2' - 0 1 5 / 1 6 " 3' - 4 " 8' - 0 " 10' - 0" 1' - 0 " 1' - 0 " 11 ' - 0 " 12 A B C 1 A303 2 A303 12 5A 3 4 7 910 11A 8 14 13 12 11B 5B W1W2W1 W1 W1 W1W1W1 W1 W1 A602 1 A601 1 A601 2 A601 3 A601 5 01 A401 02 A401 3' - 4 " 4' - 8 " 4' - 8 3 / 4 " 7' - 0 " 4' - 4 3/4"10' - 0"9' - 2"4' - 8"8' - 8"4' - 8"8' - 8"4' - 8"8' - 8"2' - 1" 11' - 8"1' - 6"14' - 11 7/8" 5' - 5"6' - 0" 2' - 2" 4' - 0"2' - 2" 2' - 1"6' - 0"4' - 8"9' - 0"4' - 8"9' - 0"4' - 8"6' - 0"2' - 1" 2' - 0 1 5 / 1 6 " 5' - 0 " 4' - 8 " 2' - 0 1 5 / 1 6 " 5' - 0 " 4' - 8 " 16' - 6 1/2"1' - 0"1' - 0"17' - 0"1' - 0"1' - 0" 1' - 4" 1 2 4 4 4 444 6 7 7 8 9 10 11 3' - 0 " 9' - 0 " 3' - 0 " 9' - 0 " 15 TRASH ENCLOSURE 15 A603 01 A60303Si m A602 2Si m 04 A603 A6014 03 A401 12 13 WAITING 02A A601 11 BACKFLOW PREVENTER ELEC. PANEL DATA/SEC/ PHONE 3' - 3 11/16" 2' - 8"27' - 8"2' - 8" 2' - 8 " 29 ' - 4 1 5 / 1 6 " 33' - 0" 14 14 TV 15 15 19 1919 2' - 0 " CJ CJ 2' - 0 " CJ CJ 4' - 4"4' - 4"CJCJ4' - 8"CJ 18 18 6" 2' - 0 " 6" 6" 2' - 0 " 6" 16 17 CJ CJ 1' - 4"8' - 8" CJCJ 8' - 8"8' - 8" CJ CJ 2' - 0"2' - 0" CJ 20' - 0" CJ 12' - 8"3 CJ 12' - 8"3 CJ 2' - 0 " CJ 2' - 0 " CJ 2' - 0 " 3' - 3 9/16" 1' - 6 " 1' - 0" 1' - 7" 1' - 0 " 5C 5C 5D 4A 3A 1' - 4"3' - 3 1/2" 5 5 A401 4 A.FIELD VERIFY ALL DIMENSIONS. EXISTING CONDITIONS AND LOCATIONS PRIOR TO STARTING ANY WORK. REPORT ANY DISCREPANCIES TO ARCHITECT. B.DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR CENTERLINE OF STRUCTURE. ALL DIMENSIONS ARE NOMINAL. C.REFER TO SHEE S2.2 FOR LINTEL SCHEDULE. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF REQUIRED OPENINGS; PROVIDE LINTELS AS REQUIRED. D.REFERENCE ROOM FINISH SCHEDULE ON A701 FOR FINISHES. FLOORING PATTERNS AND TRANSITIONS. E.REFERENCE REFLECTED CEILING PLANS FOR WALLS TO DECK AND CEILING HEIGHTS. F.REFERENCE A600 SERIES DRAWINGS FOR CASEWORK AND EQUIPMENT. GENERAL NOTES WALL LEGEND NEW EXTERIOR WALL; CAST STONE VENEER OVER RIGID INSULATION, AIR INFILTRATION BARRIER, 6" WOOD STUDS @ 16" O.C. VAPOR BARRIER, AND 5/8" MOLD & MILDEW RESISTANT GYPSUM DRYWALL. NEW DOOR AND FRAME NEW WALL 3-5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYPSUM DRYWALL EACH SIDE. WALL TO EXTEND 6" ABOVE THE CEILING; REFER TO REFLECTED CEILING PLAN FOR WALLS TO DECK. NEW EXTERIOR WALL; BRICK VENEER OVER RIGID INSULATION, AIR INFILTRATION BARRIER, 6" WOOD STUDS @ 16" O.C. VAPOR BARRIER, AND 5/8" MOLD & MILDEW RESISTANT GYPSUM DRYWALL. 5/8" GYPSUM BOARD ON 3-5/8" METAL STUDS @ 16" O.C. REVEAL MOULDING EQUAL TO FRY REGLET "V" REVEAL WRAP VINYL WALLCOVERING AROUND EDGE OF REVEAL MOULDING B 6 1 / 2 " 2' - 6"1' - 6" 9 5 / 8 " 3 13/16" 5" DOMED TOP YELLOW BOLLARD SLEEVE 4" CONCRETE FILLED GALVANIZED STEEL PIPE 8" #6 BARS (1) EACH WAY THRU STEEL PIPE GRADE 3 1 / 2 " 1' - 1 1 1 5 / 1 6 " 6" 4' - 4 1 / 1 6 " @ D R I V E - T H R O U G H I S L A N D S , T Y P I C A L 3 1/2"4"3 1/2" www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 1 / 2 0 1 3 5 : 0 9 : 4 3 P M A201 ARCHITECTURAL FLOOR PLAN 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 ARCHITECTURAL FLOOR PLAN PLAN NOTES 124" X 24" JANITOR'S SINK. PROVIDE FIBERGLASS REINFORCED PLASTIC PANEL FROM TOP OF SINK TO BOTTOM OF FAUCET ON BOTH WALLS ADJACENT TO THE SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING FOR ADDITIONAL INFORMATION. wATER HEATER MOUNTED ABOVE ON BRACKET 2FULLY RECESSED FIRE EXTINGUISHER AND CABINET. 3CONCRETE CURB. SEE CIVIL 44" PAINTED CONCRETE FILLED GALVANIZED STEEL POST BOLLARD. REFER TO DETAIL 4/A201 5ATM PROVIDED AND INSTALLED BY DIEBOLD. GENERAL CONTRACTOR TO COORDINATE EXACT OPENING WITH DIEBOLD. 6NIGHT DEPOSIT PROVIDED AND INSTALLED BY QSI. GENERAL CONTRACTOR TO COORDINATE EXACT OPENING WITH QSI. 7STAND ALONE CASH SAFE PROVIDED AND INSTALLED BY OWNER. 8TELLER COUNTER 9REFRIGERATOR PROVIDED BY OWNER; INSTALLED BY CONTRACTOR. 10DRIVE-UP TELLER WINDOW PROVIDED AND INSTALLED BY QSI. GENERAL CONTRACTOR TO COORDINATE EXACT OPENING WITH QSI. 11OVERHEAD VAT TUBE SYSTEM, SUPPLIED AND INSTALLED BY QSI. GENERAL CONTRACTOR TO COORDINATE ROUGH OPENING SIZED WITH QSI. 12ROOFLINE ABOVE 13DEAL DRAWER BY QSI; COORDINATE OPENING IN EXTERIOR WALL. 14VERTICAL REVEAL MOULDING; REF. 2/A201 15PROVIDE BLOCKING IN WALL FOR TV MOUNT; TV MOUNT PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 16EXTEND CAST STONE AND BRICK WITHIN ENCLOSURE 17ENCLOSURE GATE WITH LOCK 18VAT CUSTOMER UNIT AND BOLLARDS; COORDINATE EXACT LOCATION WITH QSI. REFER TO DETAIL 3/A201. 19UNDERCOUNTER STEEL CABINETS BY QSI. COORDINATE WITH COUNTRERTOP BY CONTRACTOR. 3" = 1'-0"2 REVEAL DETAIL 1" = 1'-0"3 VAT TUBE DETAIL 1" = 1'-0"4 BOLLARD DETAIL No.DescriptionDate 12 A B C 1 A303 2 A303 MANAGER'S OFFICE 05 LOBBY TELLER 06DRIVE-UP TELLER 07 CASH ROOM 08 BREAK ROOM 14 MECH. ROOM 13 PASSAGE 11 TOILET 12 COUPON 10 CONFERENCE 09 OFFICE 04 OFFICE 03 VEST. 01 LOBBY 02 9' - 0" 9' - 2" 9' - 2" 9' - 0"9' - 0" 9' - 0"9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 12' - 4" 12' - 0" 01 A401 04 A401 02 A401 8' - 0" 9' - 0" 9' - 6" 10' - 0" 9' - 0" 1 1 2 10' - 6" 03 A401 11' - 0" WAITING 02A 9' - 0" 2 2 A202 4' - 4"19' - 0"4' - 4" C J 5 333 4 AL I G N A.ALL CEILING MOUNTED ITEMS SHALL BE CENTERED IN THE CEILING PANELS UNLESS OTHERWISE NOTED / INDICATED. B.PROVIDE CONTROL JOINTS IN GYPSUM BOARD CEILINGS AND BULKHEADS WHERE RECOMMENDED / REQUIRED BY MANUFACTURERS OR INDUSTRY STANDARDS, OR WHERE INDICATED. COORDINATE LOCATION WITH ARCHITECT. C.ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR. D.INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OR END OF THE INDIVIDUAL SPACES UNLESS OTHERWISE INDICATED. NO PANEL SHALL BE LESS THAN 4" WIDE. E.THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL CEILING ELEMENTS AND / OR PENETRATIONS. COORDINATE ANY FIELD VERIFIED OR AS-BUILT CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS WITH THE ARCHITECT. F.SIZES AND SHAPES OF LIGHTING FIXTURES AND OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND TYPES WITH THE ELECTRICAL DRAWINGS. G.COORDINATE CLEARANCES WITH M.E.P. DRAWINGS. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO CONSTRUCTION. H.SIZES OF MECHANICAL EQUIPMENT ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND TYPES WITH MECHANICAL DRAWINGS. CEILING PLAN GENERAL NOTES 2' X 2' ACOUSTIC PANELS IN SUSPENDED CEILING SYSTEM. GYPSUM BOARD UNLESS NOTED OTHERWISE REF: ROOM FINISH SCHEDULE FOR FINISH. DENOTES MECHANICAL SYSTEM SUPPLY AIR DIFFUSER. DENOTES MECHANICAL SYSTEM RETURN GRILLE. REFLECTED CEILING PLAN LEGEND 2'x2' FLUORESCENT LIGHT FIXTURE. 2'x4' FLUORESCENT LIGHT FIXTURE 6" DOWN LIGHT TELLER PENDANT LIGHT PENDANT LIGHT T.O. Column 8' - 0" T.O. WINDOW 8' - 8" T.O. BULKHEAD 8' - 0" ACP CEILING 9' - 0" T.O. BULKHEAD 8' - 0" 1' - 0 " 6" 4 7/8" 2 5 / 1 6 " 4" 6" T Y P . 1' - 5 3/8" 6" 5/8" GYPSUM BOARD ON 2-1/2" METAL STUDS @ 16" O.C. 5/8" GYPSUM BOARD ON 3-5/8" METAL STUDS @ 16" O.C. ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE 10' - 6" 9' - 2" 9' - 6" 10' - 0" 3-5/8" METAL STUDS @ 16" O.C. 45 DEGREE BRACES @ 16" O.C. 45 DEGREE BRACES @ 16" O.C. 3-5/8" METAL STUDS @ 16" O.C. 3-5/8" METAL STUDS @ 16" O.C. www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 2 / 2 0 1 3 1 0 : 3 8 : 1 3 A M A202 REFLECTED CEILING PLAN 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 REFLECTED CEILING PLAN RCP PLAN NOTES 12' x 2' ACCESS PANEL. PAINT TO MATCH EIFS COORDINATE LOCATIONS WITH QSI VAT BLOWER LOCATIONS. 22" CONTINUOUS SOFFIT VENT. SEE DETAIL 03/A401 35/8" GYPSUM BOARD ON 3-5/8" METAL STUDS @ 16" O.C. BULKHEAD OVER CABINETS 45/8" GYPSUM BOARD ON BOTTOM OF WOOD TRUSSES. 52'-0" X 4'-0" ACCESS PANEL IN GYPSUM BOARD ON BOTTOM OF TRUSSES FOR ATTIC ACCESS. COORDINATE LOCATION WITH DUCTWORK, CONDUITS, ETC. 3/4" = 1'-0"2 BULKHEAD SECTION No.DescriptionDate 12 A B C 02 A401 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" BUILDING LINE BELOW 01 01 01 01 02 TYP. 03 03030303 03 03 33' - 11 7/8" 29 ' - 1 1 7 / 8 " 33 ' - 8 " 6' - 6 1 / 1 6 " 40 ' - 8 " 41' - 4"48' - 4" A.ALL VENTS THRU ROOF SHALL BE A MINIMUM OF 10'-0" AWAY FROM ALL OUTSIDE AIR INTAKES. VERIFY LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. B.VERIFY EXACT LOCATIONS OF ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING SHEETS. C.INSTALL CURBS, STACK VENTS AND ROOF PENETRATIONS PER ROOFING MANUFACTURER'S APPROVED STANDARD DETAILS AS REFERENCED. REFER TO SHEET A401 FOR STANDARD ROOF DETAILS. ROOF PLAN GENERAL NOTES www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 1 / 2 0 1 3 5 : 0 9 : 4 7 P M A203 ROOF PLAN 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 ROOF PLAN ROOF PLAN NOTES 01FIBERGLASS - REINFORCED ASPHALT SHINGLES OVER RIDGE VENT; TYPICAL. LEAVE OPENING IN ROOF DECK FOR VENTILATION PER MANUFACTURER'S RECOMMENDATIONS. 02ALUMINUM GUTTER 034 X 4 ALUMINUM DOWNSPOUT No.DescriptionDate FLOOR LEVEL 0" 1 2 B.O. CANOPY 12' - 0" 1 A303 T.O. WINDOW 8' - 8" WATER TABLE 3' - 4" CJ T.O. HALF WALL 6' - 4" 37 DENTILS EQ. SP. 42' - 5 3/4" 25 DENTILS EQ. SP. 24' - 6" 68 8 88 7 2 54 33 1 91011 12 131313 14 14 14 15 TYP. 16 TYP. 20 4 4 10 15 B.O. TRUSS 16' - 4 1/2" 21 4' - 4" 9 DENTILS EQ. SP. 11' - 2 3/4" CJCJCJ 33 2 222 26 CJ 22 22 3 22 22 4 A301 14 2323 12' - 8"21 DEPOSITORY SUPPLIES FLOOR LEVEL 0" 1 A303 T.O. WINDOW 8' - 8" WATER TABLE 3' - 4" T.O. BRICK 01 13' - 9 3/8" T.O. HALF WALL 6' - 4" 1' - 4 " 22' - 0" 8"8" A301 3 9 DENTILS EQ. SP. 9' - 8 1/4" 9 DENTILS EQ. SP. 9' - 8 1/4" 36 DENTILS EQ. SP. 39' - 4 1/4" 1 4 52 1110 9 141414131313 13 17 10 16 15TYP.TYP. 4 4 B.O. TRUSS 16' - 4 1/2" 2 2 19' - 5" CJ 3 3 CJ 3 CJ 3 25 22 22 22 4 A301 CJ 27 ROOF LINE 16' - 7 1/2" T.O. Roof 07 16' - 7 1/2" T.O. BRICK 01 13' - 9 3/8" 3 1/2" 2 3/4" 7 1/2" 1" 4" 1" 7 1/2" 2 3/4" 2" 4" 4" 2' - 2 1 / 8 " T Y P . 1' - 4 " T Y P . 2' - 6" TYP. 4" X 4" ALUMINUM DOWNSPOUT. ALUMINUM GUTTER HIGH DENSITY POLYURETHANE BRACKETS HIGH DENSITY POLYURETHANE DENTIL B.O. TRUSS 16' - 4 1/2" 2' - 6 " 8 5 / 8 " 3 1 / 2 " 3 5 / 8 " 3 5/8" 3/8" 1" 1" T.O. WINDOW 8' - 8" 6" 5 3 / 8 " 4" 2 1 1 / 1 6 " 8 2.8 7° T.O. WINDOW 8' - 8" 4 1 / 2 " 2"1' - 4 1/16"3' - 2 1/2"1' - 4 1/16"2" 6" 1' - 7 1/4" 1' - 1 1 3 /4 " 8" 4" www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 1 / 2 0 1 3 5 : 0 9 : 5 4 P M A301 ELEVATIONS 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 NORTH ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION 1" = 1'-0"3 ELEVATION DETAIL, TYPICAL ELEV. PLAN NOTES 1EIFS CORNICE SYSTEM; REF: WALL SECTIONS 2ALUMINUM GUTTER 3BRICK CONTROL JOINT 4RIDGE VENT - TYPICAL 5FIBERGLASS REINFORCED ASPHALT SHINGLES, TYPICAL 6ATM PROVIDED AND INSTALLED BY DIEBOLD. CONTRACTOR TO COORDINATE EXACT OPENING WITH DIEBOLD. 7NIGHT DEPOSIT PROVIDED AND INSTALLED BY QSI. CONTRACTOR TO COORDINATE EXACT OPENING WITH QSI. 84" PAINTED CONCRETE FILLED STEEL POST BOLLARD WITH POLYETHYLENE SLEEVE. 91'-0" H. X 2'-0" W. SPLIT FACE CAST STONE 104" H. SPLIT FACE CAST STONE CAP WITH 2-1/4" BEVEL 11BRICK VENEER 12DRIVE UP WINDOW BY QSI; INSTTALLED BY CONTRACTOR 13ALUMINUM STOREFRONT AND GLAZING SYSTEM 144 X 4 ALUMINUM DOWNSPOUT 15HIGH DENSITY POLYURETHANE BRACKET, TYP. 16HIGH DENSITY POLYURETHANE DENTIL, TYP. 17COORDINATE BLOCKING & ELECTRICAL FOR OWNER PROVIDED SIGNAGE 18CAST STONE LINTEL 19SIGN BY QSI 20OVERHEAD VAT 21 TUBE SYSTEM, SUPPLIED AND INSTALLED BY QSI. GENERAL CONTRACTOR TO COORDINATE 21DEAL DRAWER BY QSI; COORDINATE OPENING IN EXTERIOR WALL WITH QSI 22DOWNSPOUT BOOT, REF; CIVIL DRAWINGS. SEAL DOWNSPOUT TO BOOT. 232" HIGH EIFS BAND TRIM AT PERIMETER OF BRICK COLUMN 24RECESSED KNOX BOX WITH TAMPER SWITCH 254" X 4" DOWNSPOUT TO LOWER GUTTER 26PROVIDE BRICK LINTEL OVER BANK EQUIPMENT 27RECESSED HOSE BIB BOX 1 1/2" = 1'-0"4 CAST STONE CORNER DETAIL 1" = 1'-0"5 LINTEL DETAIL 1" = 1'-0"6 LINTEL DETAIL No.DescriptionDate FLOOR LEVEL 0" ABC B.O. CANOPY 12' - 0" 2 A303 01 A401 GROUND LEVEL -6" T.O. WINDOW 8' - 8" 04 A401 02 A401 WATER TABLE 3' - 4" T.O. Roof 07 16' - 7 1/2" T.O. BRICK 01 13' - 9 3/8" 9 DENTILS EQ. SP. 9' - 4 3/4" 9 DENTILS EQ. SP. 9' - 5 3/4" A301 3 Sim 15 16 TYP. TYP. 9 11 10 13 1318 1818 8 81414 17 4 5 2 2 1 19 19 1913 CJ CJ CJ 3 3 OPEN OPEN OPEN B.O. TRUSS 16' - 4 1/2" 03 A401 ATM 11' - 6"13' - 4"11' - 6" 24 DENTILS EQ. SP. 26' - 2" 23232222 CJ 3 32427 A302 3 FLOOR LEVEL 0" ROOF LINE 16' - 7 1/2" A B C 2 A303 GROUND LEVEL -6" T.O. WINDOW 8' - 8" 04 A401 WATER TABLE 3' - 4" CJCJ T.O. BRICK 01 13' - 9 3/8" 23 DENTILS EQ. SP. 25' - 4" 5 DENTILS EQ. SP. 5' - 0 5/16" 24 DENTILS EQ. SP. 25' - 10" A301 3 Sim 4 5 1110914 141414 2 1 15 16 TYP. TYP. 13 3 3 18 11B B.O. TRUSS 16' - 4 1/2" 03 A401 8 1/2"8 1/2"12 ' - 8 " 8" 1' - 4"3' - 0" CJ 323 CJCJ 22 2222 T.O. Column 8' - 0" 02 A401 15.00° TYP. 3' - 1 1 5/ 1 6 " 4 ' - 2 " 3 1 / 2 " 7 " www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 2 / 2 0 1 3 1 0 : 0 4 : 5 2 A M A302 ELEVATIONS 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 WEST ELEVATION ELEV. PLAN NOTES 1EIFS CORNICE SYSTEM; REF: WALL SECTIONS 2ALUMINUM GUTTER 3BRICK CONTROL JOINT 4RIDGE VENT - TYPICAL 5FIBERGLASS REINFORCED ASPHALT SHINGLES, TYPICAL 6ATM PROVIDED AND INSTALLED BY DIEBOLD. CONTRACTOR TO COORDINATE EXACT OPENING WITH DIEBOLD. 7NIGHT DEPOSIT PROVIDED AND INSTALLED BY QSI. CONTRACTOR TO COORDINATE EXACT OPENING WITH QSI. 84" PAINTED CONCRETE FILLED STEEL POST BOLLARD WITH POLYETHYLENE SLEEVE. 91'-0" H. X 2'-0" W. SPLIT FACE CAST STONE 104" H. SPLIT FACE CAST STONE CAP WITH 2-1/4" BEVEL 11BRICK VENEER 12DRIVE UP WINDOW BY QSI; INSTTALLED BY CONTRACTOR 13ALUMINUM STOREFRONT AND GLAZING SYSTEM 144 X 4 ALUMINUM DOWNSPOUT 15HIGH DENSITY POLYURETHANE BRACKET, TYP. 16HIGH DENSITY POLYURETHANE DENTIL, TYP. 17COORDINATE BLOCKING & ELECTRICAL FOR OWNER PROVIDED SIGNAGE 18CAST STONE LINTEL 19SIGN BY QSI 20OVERHEAD VAT 21 TUBE SYSTEM, SUPPLIED AND INSTALLED BY QSI. GENERAL CONTRACTOR TO COORDINATE 21DEAL DRAWER BY QSI; COORDINATE OPENING IN EXTERIOR WALL WITH QSI 22DOWNSPOUT BOOT, REF; CIVIL DRAWINGS. SEAL DOWNSPOUT TO BOOT. 232" HIGH EIFS BAND TRIM AT PERIMETER OF BRICK COLUMN 24RECESSED KNOX BOX WITH TAMPER SWITCH 254" X 4" DOWNSPOUT TO LOWER GUTTER 26PROVIDE BRICK LINTEL OVER BANK EQUIPMENT 27RECESSED HOSE BIB BOX 1/2" = 1'-0"3 ARCH DETAIL No.DescriptionDate FLOOR LEVEL 0" ROOF LINE 16' - 7 1/2" T.O. FOUNDATION -2' - 8" A B C 2 A303 01 A401 GROUND LEVEL -6" T.O. WINDOW 8' - 8" 04 A401 02 A401 WATER TABLE 3' - 4" T.O. BULKHEAD 8' - 0" T.O. BRICK 01 13' - 9 3/8" B.O. TRUSS 16' - 4 1/2" FLOOR LEVEL 0" T.O. FOUNDATION -2' - 8" 12 1 A303 GROUND LEVEL -6" WATER TABLE 3' - 4" T.O. BULKHEAD 8' - 0" T.O. BRICK 02 18' - 10 3/4" T.O. HALF WALL 6' - 4" B.O. TRUSS 16' - 4 1/2" www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 1 / 2 0 1 3 5 : 1 0 : 1 6 P M A303 BUILDING SECTIONS 13017 SEPT. 6, 2013 NJB GJS NJB 1/4" = 1'-0"1 BUILDING SECTION 1/4" = 1'-0"2 BUILDING SECTION No.DescriptionDate FLOOR LEVEL 0" T.O. FOUNDATION -2' - 8" GROUND LEVEL -6" T.O. WINDOW 8' - 8" WATER TABLE 3' - 4" T.O. BRICK 01 13' - 9 3/8" 12 4 2X4 WOOD FRAMING @ 24" O.C. TO SUPPORT EIFS CORNICE 2-3/8" DRAINABLE EIFS SYSTEM OVER 3/4" CDX PLYWOOD ON 2X4 STUDS @ 24" O.C. BRICK VENEER STONE LINTEL 4" CMU - GROUT CORES SOLID 8" CMU - GROUT CORES SOLID 2" RIGID INSULATION CONC. FOOTING - SEE STRUCTURAL CAST STONE WATERTABLE 4" CAST STONE 2" RIGID INSULATION OVER AIR INFILTRATION 3/4" PLYWOOD 6" WOOD STUD R-19 FOIL FACED BATT INSULATION 5/8" GYPSUM BOARD THRU WALL FLASHING WITH WEEP HOLES EVERY 24" MORTAR NET4" CONC. SLAB SEE STRUCTURAL WOOD BLOCKING HEADER ROOF TRUSS. SEE STRUCTURAL FIBERGLASS REINFORCED ASPHALT SHINGLE ON FELT UNDERLAYMENT & 5/8" T&G APA-RATED ROOF SHEATHING EXT. EXPOSURE CONTINUOUS 2X WOOD FASCIA WRAPPED IN .040" ALUMINUM. 6" X 4" BEVEL GUTTER, TYP. DENTIL 2" RIGID INSULATION OVER AIR INFILTRATION BARRIER 3/4" PLYWOOD 6" WOOD STUD R-19 FOIL FACED BATT INSULATION 5/8" GYPSUM BOARD 2" CONTINUOUS VENT B.O. TRUSS 16' - 4 1/2" 15/16" 1 1/2" 2"1' - 2 1/2" 4" 1' - 0 " 1' - 0 " 1' - 0 " 5/8" GYPSUM BOARD ON BOTTOM OF TRUSSES 4" 6" 3/4" 1/2" THICK SOLID SURFACE WINDOW SILL GLAZED IN MUNTIN GRID ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS ON CONTINUOUS SUBSILL R-38 FIBERGLASS BATT INSULATION INSULATION BAFFLE B.O. CANOPY 12' - 0" T.O. BRICK 01 13' - 9 3/8" 12 4 2X4 WOOD FRAMING @ 24" O.C. TO SUPPORT EIFS CORNICE DRAINABLE EIFS SYSTEM OVER 5/8" "DENS GLASS GOLD" EXTERIOR TYPE "X" SHEATHING ROOF TRUSS. SEE STRUCTURAL FIBERGLASS REINFORCED SHINGLES ON FELT UNDERLAYMENT & 5/8" T&G APA- RATED ROOF SHEATHING EXT. EXPOSURE CONTIUOUS 2X GUTTER BLOCKING 4" X 4" BEVEL GUTTER DENTIL 2X4 WOOD FRAMING @ 24" O.C. TO SUPPORT EIFS CORNICE 2X4 WOOD KICKER 7/8" SUSPENDED METAL FURRING HAT CHANNELS OR DRYWALL CEILING SUSPENSION SYSTEM EIFS COATING 5/8" EXTERIOR TYPE "X" GYPSUM SHEATHING EIFS VENT 2" 2"10 7/16"1 1/2" 3 1 / 2 " FLOOR LEVEL 0" T.O. FOUNDATION -2' - 8" Roof 20' - 0" T.O. Column 8' - 0" GROUND LEVEL -6" T.O. BRICK 02 18' - 10 3/4" COLUMN BEYOND 6" CAST STONE ARCH. ARCH AND JOINTS BEYOND THREADED HOOK ANCHOR, TYP. ANGLE. SEE STRUCTURAL 3-5/8" CAST STONE SOFFIT BRICK VENEER SIGNAGE BRACKET BEYOND 2" RIGID INSULATION OVER AIR INFILTRATION BARRIER 3/4" PLYWOOD 6" WOOD STUD R-19 FOIL FACED BATT INSULATION 2X4 WOOD FRAMING @ 24" O.C. TO SUPPORT EIFS CORNICE 2" DRAINABLE EIFS SYSTEM OVER 3/4" CDX PLYWOOD ON 2X4 STUDS @ 24" O.C. 1' - 4"2"6"6" 2" X 6" EIFS FRIEZE BOARD WOOD BLOCKING FIBERGLASS REINFORCED ASPHALT SHINGLE ON FELT UNDERLAYMENT & 5/8" T&G APA-RATED ROOF SHEATHING EXT. EXPOSURE 4" CONCRETE SLAB 1/4" INSULATION JOINT THRESHOLD SET IN CONTINUOUS BED OF SEALANT DOOR 12" CMU - GROUT CORES SOLID 2" RIGID INSULATION CONC. FOOTING - SEE STRUCTURAL B.O. TRUSS 16' - 4 1/2" 2" CONTINUOUS SOFFIT VENT BEAM. SEE STRUCTURAL CLIP ANGLE. SEE STRUCTURAL BOLT TO TOP FLANGE DOUBLE 2 X 6 KICKER TO RADIUSED PIECE AT HIGH POINT; REF: STRUCTURAL ACP CEILING 9' - 0" T.O. BRICK 01 13' - 9 3/8" B.O. TRUSS 16' - 4 1/2"2X4 WOOD FRAMING @ 24" O.C. TO SUPPORT EIFS CORNICE DRAINABLE EIFS SYSTEM OVER 5/8" "DENS GLASS GOLD" EXTERIOR TYPE "X" SHEATHING ROOF TRUSS. SEE STRUCTURAL FIBERGLASS REINFORCED SHINGLE ON FELT UNDERLAYMENT & 5/8" T&G APA- RATED ROOF SHEATHING EXT. EXPOSURE CONTINUOUS 2X WOOD FASCIA WRAPPED IN 0.040" ALUMINUM 6" X 4" BEVEL GUTTER DENTIL BRICK VENEER 2" RIGID INSULATION OVER AIR INFILTRATION BARRIER 3/4" PLYWOOD 6" WOOD STUD R-19 FOIL FACED BATT INSULATION BRACKET 3' - 0"4"8" 5 1 / 4 " 5 1 / 4 " 12 4 SLOPE 1/4"=1'-0" 2X4 AT 16" O.C. 2X4 AT 16" O.C. REF: STRUCTURAL BRACE @ 6'-0" O.C. MIN. REF: STRUCTURAL 0.063 SHEET METAL CANOPY COVER W/ DRIP EDGES; COUNTERFLASH TO WALL R-38 FIBERGLASS BATT INSULATION INSULATION BAFFLE 1' - 0 " 2' - 4 1 / 4 " 2' - 2 9 / 1 6 " 1 1 / 4 " 6" 4' - 6 1 3 / 1 6 " VERIFY W/ MANUF. 2' - 4 1/4" VERIFY W/ MANUF. 2' - 6 5/8" 6" CURB SUPPORT PLATFORM 6" MAX. 2' - 6 3/4" www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/11/2013 5:10:25 PM A401 WALL SECTIONS 13017 SEPT. 6, 2013 NJB GJS NJB 3/4" = 1'-0"01 WALL SECTION 3/4" = 1'-0"04 WALL SECTION 3/4" = 1'-0"02 WALL SECTION 3/4" = 1'-0"03 WALL SECTION 3/4" = 1'-0"5 ATM SECTION No.DescriptionDate H1 (ALTERNATE) DOOR STUD HEAD WOOD TRIM 3-5/8" METAL STUDS 2X4 METAL STUDS 5/8" GYP. BOARD METAL STUDS WOOD DOOR TRIM DOOR WOOD DOOR FRAME J1 (ALTERNATE)J3 2" RIGID INSULATION 3/4" PLYWOOD SHEATHING 6" WOOD STUD 3X 2X6 WOOD BLOCK 5/8" GYP. BOARD HOLLOW METAL FRAME WITH INSULATED METAL DOOR SEALANT @ PERIMETER OF FRAME 4 3/4" H3 2" FLASHING 6" X 6" X 5/16" ANGLE 2" RIGID INSULATION 3/4" PLYWOOD SHEATHING 6" WOOD STUD 3X 2X6 WOOD BLOCK 5/8" GYP. BOARD HOLLOW METAL FRAME WITH INSULATED METAL DOOR SEALANT @ PERIMETER OF FRAME 4 3/4" NGFGFF 2' - 1 1 " 6" REF. TO SCHED. RE F . T O S C H E D . 8"8" REF. TO SCHED. REF. TO SCHED.REF. TO SCHED. 2' - 0"6" 6 1 / 2 " 1' - 0 " 1' - 0 " 5" 5"2' - 2"5" RE F . T O S C H E D . RE F . T O S C H E D . RE F . T O S C H E D . 1 RE F . T O S C H E D . 2" 2"2" 3 2" RE F . T O S C H E D . 2"REF. TO SCHED.2"4" 2' - 0 " 2" 2" 1' - 6"2"REF. TO SCHED. 2" 2" 24 2" 2" 2"2" RE F . T O S C H E D . REF. TO SCHED. 3' - 0 " 5 2"2" RE F . T O S C H E D . 2" 3' - 1 1 5/1 6" 3' - 0 " REF. TO SCHED. 3' - 7 " F REF. TO SCHED. RE F . T O S C H E D . 3 2 GLAZED-IN MUNTIN PATTERN 6 1/2"6 1/2" 2 1/2"2 1/2" 6 1 / 2 " 1' - 0 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " GLAZING PER DOOR SCHEDULE 1" INSULATED ALUMINUM FACED INSET PANEL 3' - 4 " 3' - 4 " W2 W1 5' - 4 " 4' - 8" 5' - 4 " 4' - 8" 1 ' - 6 " 2" W3 3' - 1 1 / 2 " 3' - 3 " 2"2"2" 10' - 4 5/16" 2" 2" 6 E Q . S P . 5' - 0 " 6 EQ. SP. 4' - 4" 6 E Q . S P . 5' - 0 " 6 EQ. SP. 4' - 4" 33 1 1 GLAZED-IN MUNTIN PATTERN 2X4 METAL STUDS 5/8" GYP. BOARD METAL STUDS J2 HOLLOW METAL WINDOW FRAME GLASS 2X4 METAL STUDS 5/8" GYP. BOARD METAL STUDS H2 HOLLOW METAL WINDOW FRAME GLASS ALUM.-ALUMINUM GLS-GLASS S.C.-SOLID CORE STL.-STEEL TEMP.-TEMPERED ABRREVIATIONS 11" INSULATED, TINTED, TEMPERED GLASS 21" INSULATED TINTED GLASS 3BULLET RESISTANT GLASS-SUPPLIED WITH WINDOW UNIT GLAZING SCHEDULE 1.ALTERNATE BID: PROVIDE WOOD FRAME AND WOOD DOOR CASING TRIM, BOTH SIDES OF OPENING. CUSTUM STAIN TO MATCH OWNER'S SAMPLE. 2.INSULATED DOOR REMARKS www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/ 1 2 / 2 0 1 3 1 0 : 0 4 : 5 3 A M A501 DOOR DETAILS, ELEVATIONS AND SCHEDULE 13017 SEPT. 6, 2013 Author Checker Designer DOOR SCHEDULE DOOR #TYPE DOOR MATERIAL FRAME JAMBHEAD FRAME WIDTH GLASSHARDWAREREMARKSWIDTHHEIGHTTHICKNESS FRAME TYPE FRAME MATERIAL 1FF/FF3' - 0"7' - 0"1 3/4"ALUM.5ALUM.J2H48-3/4"1" INSULATED001 2FF/FF3' - 0"7' - 0"1 3/4"ALUM.3ALUM.J2H48-3/4"1/4" TEMP.002 3FG3' - 0"7' - 0"1 3/4"S.C. WOOD2WOODJ1H15-3/4"1/4" TEMP.0031 4FG3' - 0"7' - 0"1 3/4"S.C. WOOD2WOODJ1H15-3/4"1/4" TEMP.0031 5AFG3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"1/4" TEMP.0041 5BF3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"0051 7F3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"0061 8F3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"007 9FG3' - 0"7' - 0"1 3/4"S.C. WOOD2WOODJ1H15-3/4"1/4" TEMP.0041 10F3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"0081 11AF3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"006 1 11BG3' - 0"7' - 0"1 3/4"ALUM.1ALUM.J3H34-3/4"1" INSULATED0092 12F3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"010 13F3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"011 14N3' - 0"7' - 0"1 3/4"S.C. WOOD1WOODJ1H25-3/4"1/4" TEMP.008 15-4' - 0"6' - 0"1"STL.STF.012 1 1/2" = 1'-0"H1 HEAD 01 ALTERNATE 1 1/2" = 1'-0"J1 JAMB 01 ALTERNATE 1 1/2" = 1'-0"H3 JAMB 03 1 1/2" = 1'-0"J HEAD 03 1/4" = 1'-0" DOOR AND FRAME ELEVATIONS 1/4" = 1'-0" WINDOW ELEVATIONS WINDOW SCHEDULE WIND. #TYPEWIDTHHEIGHTTHICKNESSMATERIAL FRAME TYPE FRAME MATERIAL JAMBHEAD FRAME WIDTH GLASSHARDWAREComments 3AW44' - 0"4' - 0"-GLS 4H.M.J2H25-3/4"1/4" TEMP.-1 4AW44' - 0"4' - 0"-GLS 4H.M.J2H25-3/4"1/4" TEMP.-1 5CW43' - 0"4' - 0"-GLS 4H.M.J2H25-3/4"1/4" TEMP.-1 5DW44' - 0"4' - 0"-GLS 4H.M.J2H25-3/4"1/4" TEMP.-1 1 1/2" = 1'-0"1 JAMB 02 1 1/2" = 1'-0"2 HEAD 02 No.DescriptionDate 2' - 0"3' - 6"3' - 6"2" FILLER 2' - 10" 2' - 0" 3' - 6" 2' - 0"3' - 6"3' - 6"2" FILLER ACP CEILING 9' - 0" GYPSUM DRYWALL BULKHEAD OVER CABINETS 2" FILLER 3' - 3"3' - 3" 2" FILLER3' - 3"3' - 3" 2' - 10" 2' - 0" 3' - 6" ACP CEILING 9' - 0"GYPSUM DRYWALL BULKHEAD OVER CABINETS 3' - 6" 2' - 0" 2' - 10" FILLER 3' - 3"1' - 6"3' - 0"3' - 0"2" FILLER 4' - 0"3' - 6"2" FILLER ACP CEILING 9' - 0" 1' - 6" GYPSUM DRYWALL BULKHEAD OVER CABINETS COUNTERTOP MICROWAVE TOILET 12 12 4 5 867 2 3 1 NOTE: PROVIDE BLOCKING FOR TOILET ACCESSORIES 2" FILLER 2' - 9"2' - 9" 2' - 10" FLOOR LEVEL 0" T.O. WINDOW 8' - 8" ACP CEILING 9' - 0" FILLER2' - 6"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 6" 2' - 10" COOR. WITH CABINETS BY QSI 3' - 6" 32" MONITOR BY OWNER 4' - 0"1' - 7"2' - 8 3/4"1' - 7"3' - 2 3/4"1' - 7" OPEN KNEE SPACEOPEN KNEE SPACE CABINETS BY QSI SHRED IT BIN BY OWNER 5' - 0" CL VAT TUBES BY QSI DRIVE-THROUGH WINDOW BY QSI DEAL DRAWER BY QSI 1-1/4" THICK PLASTIC LAMINATE COUNTERTOP PLASTIC LAMINATE CABINETS VB-1, TYP. www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/11/2013 5:10:28 PM A601 DOOR SCHEDULE AND DETAILS, ENLARGED FLOOR PLANS, ELEVATIONS AND DETAILS 13017 SEPT. 6, 2013 NJB GJS NJB 1/2" = 1'-0"1 DRIVE-UP TELLER ELEVATION 1/2" = 1'-0"2 CASH ROOM ELEVATION 1/2" = 1'-0"3 BREAK ROOM ELEVATION 1/2" = 1'-0"5 TOILET ENLARGEMENT TOILET ACCESSORY SCHEDULE #MANUFACTURER #DESCRIPTIONMOUNTING HEIGHT 1BOBRICK - B-165 / 2436MIRROR 2OWNER PROVIDED / CONTRACTOR INSTALLSOAP DISPENSERTOP 3OWNER PROVIDED / CONTRACTOR INSTALLPAPER TOWEL DISPENSER45" TOP 4OWNER PROVIDED / CONTRACTOR INSTALLSANITARY NAPKIN DISPOSAL30" TO TOP OF DISPOSAL 5BOBRICK - B580636" GRAB BAR25" C/L \ 34" C/L (ADULT) 6BOBRICK - B580618" VERTICAL GRAB BAR40" TO BTM; 40" FROM REAR WALL 7BOBRICK - B580642" GRAB BAR25" C/L \ 34" C/L (ADULT) 8OWNER PROVIDED / CONTRACTOR INSTALLTOILET PAPER DISPENSER19" MIN. C/L ROLL 1/2" = 1'-0"4 COUPON ROOM ELEVATION 1/2" = 1'-0"11 LOBBY TELLER ELEVATION No.DescriptionDate 7 3/4"1' - 0"1' - 2 1/4" 1" 4" PLASTIC LAMINATE ON 3/4" PARTICAL BOARD (45# DENSITY) ON ALL EXPOSED SURFACES 2' - 10"3' - 3" 4" 1 1/2" 1 1/2" 2"X6" CABLE RACEWAY 1/2" REMOVABLE PANEL UNDER COUNTER CABINETRY BY QSI 2X6 STUDS @ 16" O.C. PLASTIC LAMINATE PANEL 2' - 10"3' - 3" 4"6 3/4"1' - 11 1/4"1' - 3" COORDINATE W/ QSI 3' - 4" 4" PLASTIC LAMINATE ON 3/4" PARTICAL BOARD (45# DENSITY) ON ALL EXPOSED SURFACES 2"X6" CABLE RACEWAY 1/2" REMOVABLE PANEL UNDER COUNTER CABINETRY BY QSI 2X6 STUD PLASTIC LAMINATE PANEL END PROFILE 4' - 7" 2' - 10"3' - 3" 7 3/4"6 3/4"1' - 7 1/2" 2' - 6" 5 3/4" 5 5/8" 9" 4 1/8" 4" PLASTIC LAMINATE PANEL 2 X 6 STUDS @ 16" O.C. 2" X 6" CABLE RACEWAY 1/2" REMOVABLE PANEL UNDER COUNTER CABINETRY BY QSI PLASTIC LAMINATE ON 3/4" PARTICAL BOARD (45# DENSITY) ON ALL EXPOSED SURFACES 3 A602 4 A602 5 A602 1 1/2"8' - 0"4"1' - 9 1/4"1' - 6"1' - 9 1/4"1 1/2"1' - 9 1/8"1' - 6"1' - 9 3/8"1 1/2"1' - 9 1/8"1' - 6"1' - 9 1/2" 2' - 10" 7 3/4" 1' - 0" 1' - 2 1/4" 3' - 3" 1 1/2" TYP. 1' - 9"4' - 9"3' - 7 1/8"3' - 4 7/8"1' - 9"3' - 5"1' - 9"3' - 5 1/8" 2' - 10" 3' - 3" 1 1/2" TYP. ACCESSIBLE TELLER UNIT FEED ALL POWER, DATA, COMMUNICATIONS AND SECURITY CABLES UP IN FLOOR SLAB AT THIS POINT GROMMETS IN COUNTER TOP GROMMETS IN COUNTER TOP GROMMETS IN COUNTER TOP GROMMENTS IN COUNTER TOP 6 A602 7 A602 TELLER 4 TELLER 3 TELLER 2 TELLER 1 2 7/8" F.E.C. 1" 9 A602 VB-1 BASE 6 1/8"1' - 6"6 1/8" 1/2" 9 3/8" 4' - 9 1/2" 6 1/8"1' - 6"6 1/8" 1' - 5 1/2" 3' - 4" 1' - 3" 9"9" 4 ' - 2 1 / 8 " 4' - 2 1/8" 4" 3' - 0" 1' - 11" 2' - 6" 2' - 6" ACCENT LIGHT (TYP.) SEE SHEET EXXX 03 A603 04 A603 4' - 2 1/8" 4" 9" 11 3/16" 5 A602 PLASTIC LAMINATE ON 3/4" PARTICLE BOARD (45# DENSITY) ON ALL EXPOSED SURFACES LAMINATED PLASTIC ON 1/2" PARTICLE BOARD ON ALL EXPOSED SURFACES 2 X 4 FRAMING TELLER EQUIPMENT CASEWORK BY QSI 1' - 11 1/2" 3/8" 2' - 1" 2' - 6" 4' - 7" 1 1/2" 1' - 9" 1' - 3" 3' - 4" 1/2" TELLER EQUIPMENT CASEWORK BY QSI PLASTIC LAMINATE ON 3/4" PARTICLE BOARD (45# DENSITY) ON ALL EXPOSED SURFACES 3/4" TYP. 1' - 6" 9"9" www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/11/2013 5:10:30 PM A602 TELLER LINE MILLWORK DETAILS 13017 SEPT. 6, 2013 NJB GJS NJB 3/4" = 1'-0"3 TELLER SECTION 3/4" = 1'-0"4 TELLER SECTION 3/4" = 1'-0"5 TELLER SECTION 3/4" = 1'-0"1 ENLARGED TELLER COUNTER PLAN 3/4" = 1'-0"2 COUNTER FRONT ELEVATION 1 1/2" = 1'-0"6 TELLER DETAIL 1 1/2" = 1'-0"7 TELLER DETAIL 1 1/2" = 1'-0"9 TELLER DETAIL No.DescriptionDate 1/4" TEMPERED GLASS PLASTIC LAMINATE ON 3/4" PARTICAL BOARD VB-1 1/4" CLEAR TEMPERED GLASS DIVIDERS 6' - 6 1/16" 2' - 0"1"1"2' - 0" 2' - 10" 8" 8" ACCESS DOOR WITH CONCEALED HINGE AND LOCK2' - 4" 4"1' - 8"4" 9" 1' - 8" 1' - 2"2' - 8" 1/4" CLEAR TEMPERED GLASS DIVIDERS (NO TEXTURE) TO HOLD 3' X 8' LITERATURE 1/4" TEMPERED GLASS SCREEN SET IN ALUM. CHANNEL 5" SQUARE TRASH DROP. INSIDE OF DROP FINISHED WITH PLASTIC LAMINATE. LINE OF BASE BELOW 3/4" PARTICLE BOARD WITH PLASTIC LAMINATE ON ALL EXPOSED SURFACES A603 2 A603 3 5 A603 04 A603 PLASTIC LAMINATE ON 3/4" PARTICLE BOARD VB-1 1/4" CLEAR TEMPERED GLASS DIVIDERS2' - 6" 2' - 10" 8" 8" 2' - 2" 1/4" TEMPERED GLASS DIVIDERS 3/4" PARTICLE BOARD W/ PLASTIC LAMINATE ONALL EXPOSED SURFACES VB-1 BASE 5 X 5 DROP IN FOR WASTE WRAPPED WITH PLASTIC LAMINATE 1" TYP. 7"4 1/2"5"4 1/2"7" 2' - 10" 4 3/4" 3 1/4" 5 X 5 DROP IN FOR WASTE WRAPPED WITH PLASTIC LAMINATE 3/4" PARTICLE BOARD W/ PLASTIC LAMINATE ON ALL EXPOSED SURFACES 1/4" TEMPERED GLASS1/4" TEMPERED GLASS 1" TYP. 2' - 1"11 1/2"5"11 1/2"2' - 1" 2' - 10" 8" 8" VB-1 www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/11/2013 5:10:31 PM A603 DETAILS AND ELEVATIONS 13017 SEPT. 6, 2013 NJB GJS NJB 3/4" = 1'-0"03 ADA STALL ELEVATION 3/4" = 1'-0"01 CHECK DESK PLAN 3/4" = 1'-0"02 CHECK DESK ELEVATION 1" = 1'-0"04 CHECK DESK SECTION 1" = 1'-0"5 CHECK DESK SECTION 02 No.DescriptionDate A.PAINT GRILLES, EXPOSED CONDUIT, ETC. TO MATCH ADJACENT AND/OR SURROUNDING WALL COLOR. B.PAINT ALL BULKHEADS P-2, BOTH HORIZONTAL AND VERTICAL SURFACES. C.FLOORING CONTRACTOR RESPONSIBLE FOR ALL FLOOR TRANSITION STRIPS AND REDUCER LOCATIONS. DESIGNER TO SELECT TYPE AND COLOR. D.PAINT TRIM P-3. E.FAUX WOOD BLINDS ON ALL EXTERIOR AND INTERIOR OFFICE WINDOWS. F.WINDOW STOOLS- SOLID SURFACE G.FENCO METAL CABINETS COLOR- A - CHAMPAGNE GENERAL NOTES www.omscorp.net Project Number Date REVISIONS Drawn by Checked by Designed by by ODLE McGUIRE & SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. © Copyright 2013 Planning, Architecture Engineering, Interiors Landscape, Technology 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net FI R S T M E R C H A N T S B A N K Indianapolis, Indiana 10 2 1 0 N O R T H M I C H I G A N R O A D CA R M E L I N D I A N A BA N K I N G , I N S U R A N C E , T R U S T NE W B R A N C H B A N K F O R 9/11/2013 5:10:33 PM A701 INTERIOR DETAILS AND SCHEDULES 13017 SEPT. 6, 2013 NJB / DSS GJS DSS ROOM FINISH SCHEDULE ROOM #ROOM NAMEFLOORBASE WALL FINISHESCEILING REMARKSNORTHSOUTHEASTWESTFINISH 01VEST.CPT-2VB-1PT-1PT-1PT-1PT-1AC-1 02LOBBYPPT-1VB-1PT-1PT-1PT-1PR-1AC-1 / GBPPAINT BULKHEADS PT-2 02AWAITINGPPT-1VB-1PT-1VWC-1VWC-1VWC-1AC-1 / GBPPAINT BULKHEADS PT-2 03OFFICECPT-1VB-1PT-2PT-2VWC-1PT-2AC-1 04OFFICECPT-1VB-1PT-2PT-2PT-2VWC-1AC-1 05MANAGER'S OFFICECPT-1VB-1VWC-1PT-2PT-2PT-2AC-1 06LOBBY TELLERCPT-1VB-1VWC-1PT-1PT-1PT-1AC-1PAINT BULKHEADS PT-2 07DRIVE-UP TELLERCPT-1VB-1VWC-1PT-1PT-1PT-1AC-1 08CASH ROOMCPT-1VB-2PT-1PT-1PT-1PT-1AC-1PAINT BULKHEADS PT-2 09CONFERENCECPT-1VB-1PT-2PT-2PT-2VWC-1AC-1 10COUPONCPT-1VB-2PT-1PT-1PT-1PT-1AC-1 11PASSAGEVCTVB-2PT-1PT-1PT-1PT-1AC-1 12TOILETPPT-2VB-1PT-2PT-2PT-2PT-2AC-1 13MECH. ROOMSLCVB-1PT-1PT-1PT-1PT-1GBP 14BREAK ROOMVCTVB-1PT-2PT-2PT-2PT-2AC-1PAINT BULKHEADS PT-2 CPT-1 MOHAWK, MODULAR TILE, VENETIAN RENAISSANCE , COLOR: 863 CONTE. INSTALLATION: MONOLITHIC CPT-2 MOHAWK, MODULAR TILE, STEP UP, COLOR: #508 MINERAL. INSTALLATION: MONOLITHIC PPT-1LOUISVILLE TILE, ATLAS CONCORDE, TEMA, COLOR: AVORIO. SIZE: APPROX. 12" X 24". GROUT: TEC, POWER GROUT. COLOR #991 PARCHMENT. PPT-2LOUISVILLE TILE, TBS GROUT: TEC, POWER GROUT, TBS SLCSEALED CONCRETE VCTVINYL COMPOSITION TILE. AZROCK, V-206 MORNING TIME. VB-1 4" JOHNSONITE, MILLWORK VINYL BASE. SILHOUETTE PROFILE. COLOR: CRW MISSION. VB-2 4" JOHNSONITE STANDARD VINYL BASE. COLOR: TBS VWC-1 D.L. COUCH VINYL WALL COVERING. LANARK, CODE, R2-CX-09 JAVA. PT-1SHERWIN WILLIAMS, #SW6142 MACADAMIA. FINISH: EGGSHELL PT-2SHERWIN WILLIAMS, #SW6143 BASKET BEIGE. FINISH: EGGSHELL PT-3SHERWIN WILLIAMS, TBS. FINISH: SEMI-FLOSS PT-4SHERWIN WILLIAMS, TBS. FINISH: FLAT PL-1PLASTIC LAMINATE, FORMICA, #7008-43 ACAJOU MAHOGANY, ARTISAN FINISH. (VERTICAL SURFACES) PL-2PLASTIC LAMINATE, PIONITE, #AT161 ROCKY MOUNTAIN HIGH, SUEDE. (HORIZONTAL WORKSURFACES) SS-1 SOLID SURFACE, FORMICA, #744 CREMA TERRAZZO. EDGE DETAIL: TBS. (ALTERNATE FOR WORKSURFACES OF 4 FRONT TELLER STATIONS AND CHECK ISLAND STATION) SS-2SOLID SURFACE FOR WINDOW STOOLS. APCARMSTRONG, MESA ANGLED TEGULAR #681. 2' X 2' GBPGYPSUM BOARD PAINTED - P-4 No.DescriptionDate Mechanical Symbols and Abbreviations 5GEVKQPPWODGT &GVCKNPWODGT&GPQVGUFGVCKN & / &GPQVGUUGEVKQP 5 / )GPGTCN2NCP0QVGU )GPGTCN0QVGU Note Designation 2NCP0QVGU /QVQTK\GFFCORGT Drawing Symbols Temperature Control Symbols 4QQOVJGTOQUVCVQTUGPUQT 'ZJCWUVHCP 6 (NGZKDNGEQPPGEVKQP 4GVWTPCKTITKNNG 5WRRN[FWEVTKUGT 4GVWTPFWEVTKUGT 8QNWOGFCORGT 5WRRN[FKHHWUGT 14 Sheet Metal SymbolsAbbreviations #%%7CKTEQQNGFEQPFGPUKPIWPKV $&&DCEMFTCHVFCORGT %(/EWDKEHGGVRGTOKPWVG &$FT[DWND FKCOGVGT '#&$GPVGTKPICKTFT[DWND '#9$GPVGTKPICKTYGVDWND '%'NGEVTKECN%QPVTCEVQT '%4GIIETCVGITKNNG '(GZJCWUVHCP '52GZVGTPCNUVCVKERTGUUWTG '9*GNGEVTKEYCNNJGCVGT (HWTPCEG (.#HWNNNQCFCORU (2/HGGVRGTOKPWVG (6HQQV )ICU )%)GPGTCN%QPVTCEVQT *:JGCVGZEJCPIGT +0KPEJ .#6NGCXKPICKTVGORGTCVWTG /(4/CPWHCEVWTGT /$*$67J /%/GEJCPKECN%QPVTCEVQT 1#QWVUKFGCKT 1#.QWVUKFGCKTNQWXGT 2&RNCSWGFKHHWUGT 4#TGVWTPCKT 5#UWRRN[CKT 52UVCVKERTGUUWTG 652 VQVCNUVCVKERTGUUWTG 8&XQNWOGFCORGT 96YGKIJV / 5RGEKHKEKPHQTOCVKQPCUKPFKECVGFQPC FTCYKPI .GCFGTNKPGQHRNCPPQVGTGHGTGPEGF FKTGEVGFVQKVGOQHRNCPPQVG TGHGTGPEG %KTENGYKVJPWODGTKPFKECVGUCRNCP PQVGTGHGTGPEGYKVJVJGPWODGT KPFKECVKPIVJGKVGOPWODGTQHVJGRNCP PQVGTGHGTGPEGF )GPGTCNKPHQTOCVKQPCUKVRGTVCKPU QPN[VQVJGFTCYKPIKVKUQP )GPGTCNKPHQTOCVKQPRGTVCKPKPI VQCNNVJGFTCYKPIUQHVJG FKUEKRNKPGKVKUQP 5JGGVPWODGT 9JGTGFGVCKN +UNQECVGF #TTQYKPFKECVGU&KTGEVKQP KPYJKEJ5GEVKQPKUEWV 5JGGVPWODGT 9JGTGUGEVKQP +UNQECVGF .QECVGCNNVGORGTCVWTGRTGUUWTGCPFHNQYOGCUWTKPIFGXKEGUKP CEEGUUKDNGNQECVKQPUYKVJUVTCKIJVUGEVKQPQHFWEVWRCPFFQYPUVTGCO CUTGEQOOGPFGFD[VJG/CPWHCEVWTGTHQTCRRTQRTKCVGCEEWTCE[ 9QTMUJCNNKPENWFGUVCTVWRQHCNNU[UVGOUHWTPKUJKPIQHQRGTCVKPICPF OCKPVGPCPEGKPUVTWEVKQPUCPFQPG [GCTIWCTCPVGGEQOOGPEKPIQP FCVGQHCEEGRVCPEGD[VJG1YPGTQTCUQVJGTYKUGURGEKHKGF 6GUVKPICFLWUVKPICPFDCNCPEKPICIGPE[UJCNNDGD[COGODGTQHVJG #UUQEKCVGF#KT$CNCPEG%QWPEKN ##$%QTVJG0CVKQPCN'PXKTQPOGPVCN $CNCPEKPI$WTGCW 0'$$6GUVKPICFLWUVKPICPFDCNCPEKPIUJCNNDG RGTHQTOGFKPCEEQTFCPEGYKVJVJG##$%UVCPFCTFU 9JGTGVYQQTOQTGKVGOUQHVJGUCOGV[RGQHGSWKROGPVCTGTGSWKTGF VJGRTQFWEVQHQPG/CPWHCEVWTGTUJCNNDGWUGFWPNGUUQVJGTYKUGPQVGF %QQTFKPCVGCNNGSWKROGPVEQPPGEVKQPUYKVJ/CPWHCEVWTGTUEGTVKHKGF FTCYKPIU%QQTFKPCVGCPFRTQXKFGCNNFWEVVTCPUKVKQPUTGSWKTGFHQTHKPCN GSWKROGPVEQPPGEVKQPUVQHWTPKUJGFGSWKROGPV(KGNFXGTKH[CPF EQQTFKPCVGCNNFWEVFKOGPUKQPUDGHQTGHCDTKECVKQP 6JGNQECVKQPUQHCNNKVGOUUJQYPQPVJGFTCYKPIUQTECNNGFHQTKPVJG URGEKHKECVKQPUVJCVCTGPQVFGHKPKVGN[HKZGFD[FKOGPUKQPUCTG CRRTQZKOCVGQPN[ 6JGGZCEVNQECVKQPUPGEGUUCT[VQUGEWTGVJGDGUVEQPFKVKQPUCPF TGUWNVUOWUVDGFGVGTOKPGFD[VJGRTQLGEVUKVGEQPFKVKQPUCPFUJCNN JCXGVJGCRRTQXCNQHVJG'PIKPGGTDGHQTGDGKPIKPUVCNNGF&QPQVUECNG FTCYKPIU #NNOKUEGNNCPGQWUUVGGNTGSWKTGFVQGPUWTGRTQRGTKPUVCNNCVKQPCPFQTCU UJQYPKPFGVCKNUHQTFWEVYQTMCPFGSWKROGPVUJCNNDGHWTPKUJGFCPF KPUVCNNGFD[VJG/GEJCPKECN%QPVTCEVQT 2TQXKFGCEEGUURCPGNUHQTKPUVCNNCVKQPKPYCNNUCPFEGKNKPIUYJGTG TGSWKTGFVQUGTXKEGFCORGTUXCNXGUUOQMGFGVGEVQTUCPFQVJGT 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CRRTQXCNHQTUWDUVKVWVKQPKUIKXGPD[VJG#TEJKVGEV'PIKPGGT 2TQXKFGCNNOCVGTKCNUCPFGSWKROGPVCPFRGTHQTOCNNNCDQTTGSWKTGFVQ KPUVCNNEQORNGVGCPFQRGTCDNGOGEJCPKECNU[UVGOUCUKPFKECVGFQPVJG FTCYKPIUCUURGEKHKGFCPFCUTGSWKTGFD[EQFG 'PVKTGKPUVCNNCVKQPUJCNNDGKPUVTKEVCEEQTFCPEGYKVJCRRNKECDNGEQFGU CPFQTFKPCPEGU 5GEWTGCPFRC[HQTCNNTGSWKTGFRGTOKVU 2TQXKFGCOKPKOWOQHÄ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echanical General Notes %QPEGCNCNNTGHTKIGTCPVRKRKPIWPNGUUQVJGTYKUGPQVGF%QPVCEV 'PIKPGGTHQTCNVGTPCVKXGUKHEQPEGCNOGPVKUPQVRQUUKDNG Slope refrigerant piping one percent in the direction of oil return. Liquid lines may be installed level. Install horizontal refrigerant hot gas discharge piping with 14" per 10 feet downward slope away from the compressor. Install horizontal refrigerant suction lines with 14" per 10 feet downward slope to the compressor, with no long traps or dead ends which may cause oil to separate from the suction gas and return to the compressor in damaging slugs. Provide line size liquid indicators in main liquid line leaving condenser or receiver. Install moisture-liquid indicators in liquid lines between filter dryers and thermostatic expansion valves and in liquid line to receiver. Provide line size strainer upstream of each automatic valve. Provide shutoff valve on each side of strainer. Provide permanent filter dryers in low temperature systems and systems using hermetic compressors. Provide replaceable cartridge filter dryers with three valve bypass assembly for solenoid valves, adjacent to receivers. Provide refrigerant charging valve connections in liquid line between receiver shutoff valve and expansion valve. +PUWNCVGCNNKPVGTKQTNKPGUGVUYKVJVJKEMHNGZKDNGGNCUVQOGTKEKPUWNCVKQP +PUWNCVGGZVGTKQTNKPGUGVUYKVJVJKEMHNGZKDNGGNCUVQOGTKEKPUWNCVKQP YKVJGZVGTPCNCNWOKPWORTQVGEVKXGLCEMGV 7PNGUUQVJGTYKUGPQVGFNQECVGCNNTQQOVJGTOQUVCVUCPFJWOKFKUVCVU Ä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ÄWR6JKUKUVQRTGXGPVKPVTWUKQPQHEQPUVTWEVKQPFKTVCPFFGDTKUKPVQ VJGFWEVU[UVGOCPF*8#%GSWKROGPV 2TQXKFGHNGZKDNGEQPPGEVKQPUKPCNNFWEVYQTMU[UVGOU UWRRN[TGVWTP CPFGZJCWUVEQPPGEVGFVQCKTJCPFNKPIWPKVUHCPUCPFQVJGT GSWKROGPVYJKEJTGSWKTGXKDTCVKQPKUQNCVKQP(NGZKDNGEQPPGEVKQPUUJCNN DGRTQXKFGFCVVJGRQKPVQHEQPPGEVKQPVQVJGGSWKROGPVWPNGUU QVJGTYKUGPQVGF 7PNGUUQVJGTYKUGPQVGFCNNFWEVYQTMKUQXGTJGCFVKIJVVQVJG WPFGTUKFGQHVJGUVTWEVWTGYKVJURCEGHQTKPUWNCVKQP 4WPUQHHNGZKDNGFWEVUJCNNPQVGZEGGFÄ(NGZKDNGFWEVUJCNNPQVDG WUGFCUCPGNDQY2TQXKFGUJGGVOGVCNGNDQYCVFKHHWUGTPGEMYJGTG VCRKUPQVQWVQHVJGDQVVQOQHVJGUWRRN[OCKP4GHGTVQFGVCKNU #NNFWEVYQTMUJCNNDGEQQTFKPCVGFYKVJCNNVTCFGUKPXQNXGF1HHUGVUKP FWEVUKPENWFKPIFKXKFGFFWEVUCPFVTCPUKVKQPUCTQWPFQDUVTWEVKQPU UJCNNDGRTQXKFGFCVPQCFFKVKQPCNEQUVVQVJG1YPGT 2TQXKFGCEEGUUFQQTUKPFWEVYQTMVQRTQXKFGCEEGUUHQTCNNUOQMG FGVGEVQTUHKTGFCORGTUUOQMGFCORGTUXQNWOGFCORGTU JWOKFKHKGTUEQKNUCPFQVJGTKVGOUNQECVGFKPVJGFWEVYQTMYJKEJ TGSWKTGUGTXKEGCPFQTKPURGEVKQP 5GGURGEKHKECVKQPUHQTFWEVYQTMICWIGUDTCEKPIJCPIGTUCPFQVJGT TGSWKTGOGPVU %QPVTCEVQTUJCNNPQVNQECVGCP[FWEVFKTGEVN[QXGTCP[GNGEVTKECNRCPGNU UYKVEJIGCTVTCPUHQTOGTGVE%QQTFKPCVGNQECVKQPUQHFWEVUYKVJVJG 'NGEVTKECN%QPVTCEVQTVQCXQKFVJGUGEQPHNKEVU 2TQXKFGXQNWOGFCORGTUWRUVTGCOQHCNNCKTKPNGVUQWVNGVUWPNGUU QVJGTYKUGPQVGF (WTPKUJCPFKPUVCNNTCKPJQQFUQPHNWGUCPFKPVCMGFWEVUCDQXGTQQH 2TQXKFGEQORCPKQPQRRQUGFDNCFGXQNWOGFCORGTUYKVJCNNFKHHWUGTU OQWPVGFKPFT[YCNNEGKNKPIU&QPQVRTQXKFGEQORCPKQPXQNWOG FCORGTUYKVJFKHHWUGTUOQWPVGFKPNC[ÄKPVKNGEGKNKPIU2TQXKFGOCPWCN XQNWOGFCORGTUKPVJGDTCPEJFWEVUUGTXKPIFKHHWUGTUNQECVGFCDQXG NC[Ä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o 01087 ATS FOET ,1*01$'4.+'5 %1057.6+0)'0)+0''45 /GEJCPKECN'NGEVTKECN2NWODKPI C by ODLE McGUIRE SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net Planning, Architecture Engineering, Interiors Architectural Landscape 12 A B C MECH. ROOM 13 TOILET 12 COUPON 10 CONFERENCE 09 OFFICE 04 OFFICE 03 VEST. 01 MANAGER'S OFFICE 05 CASH ROOM 08 LOBBY 02 LOBBY TELLER 06 PASSAGE 11 BREAK ROOM 14 DRIVE-UP TELLER 07 (Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä 2&Ä '%4Ä'%4Ä'%4Ä '%4Ä '%4Ä '%4Ä '%4Ä '%4Ä '%4Ä'%4Ä (Ä 2&Ä 2&Ä 2&Ä '%4Ä 2&Ä '9*Ä 2&Ä 2&Ä ZZ Z Z Z '(Ä .Ä #%%7Ä #%%7Ä '(Ä / / $CNCPEGOCPWCNXQNWOGFCORGTVQ%(/ $CNCPEGOCPWCNXQNWOGFCORGTVQ%(/ /QVQTK\GFFCORGTUJCNNQRGPWRQPECNNHQTJGCVKPIQT EQQNKPI GZJCWUVFWEVVJTQWIJYCNN9CNNECRD[HCP/(4 ZKPVCMGNQWXGTNKMG)TGGPJGEM'5&Ä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eep all ductwork, duct system and equipment openings covered with adhesive duct protective wrap like VentureTape 1512, until system start-up. This is to prevent intrusion of construction dirt and debris into the duct system, and HVAC equipment. +HCP[SWGUVKQPUCTKUGEQPEGTPKPIVJG*8#% TGSWKTGOGPVUQHVJGUGFQEWOGPVURNGCUGEQPVCEV,QJP 1DGTNKGU%QPUWNVKPI'PIKPGGTU ÄRTKQTVQ DKFFKPIHCDTKECVKQPQTKPUVCNNCVKQPQHGSWKROGPV 5JGGVOGVCNVTCPUKVKQPUD[5JGGV/GVCN%QPVTCEVQT 4GHGTVQFGVCKNUJGGV/HQTCFFKVKQPCNTGSWKTGOGPVU CPFKPHQTOCVKQPVJCVCRRNKGUVQVJKURTQLGEV EEC JTL EEC 1HVAC PLAN M201 HVAC PLAN 0 N EP1 6 .o 01087 ATS FOET ,1*01$'4.+'5 %1057.6+0)'0)+0''45 /GEJCPKECN'NGEVTKECN2NWODKPI C by ODLE McGUIRE SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. 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Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. 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ROOM 13 TO I L E T 12 COUPON 10 CONFERENCE 09 OFFICE 04 OFFICE 03 VEST. 01 MANAGER'S OFFICE 05 CASH ROOM 08 LOBBY 02 LOBBY TELLER 06 PASSAGE 11 BREAK ROOM 14 DRIVE-UP TELLER 07 &QOGUVKEYCVGT 'ZVGPFVQÄ DG[QPFDNFINKPG 5GGUKVGWVKNKV[RNCP HQTEQPVKPWCVKQP/GVGT 42<$2 (&Ä# %NGCPQWVD[QVJGTU 5GGUKVGWVKNKV[RNCP 5CPKVCT[YCUVG 'ZVGPFVQÄDG[QPF DNFI5GGUKVGWVKNKV[ RNCPHQTEQPVKPWCVKQP 9 /5Ä.Ä* 9%Ä* 5-Ä* 4$Ä# )CUUGTXKEGD[ NQECNWVKNKV[EQ )CUOGVGT $67"YED[ NQECNWVKNKV[EQ 9 9 9 9 (Ä (Ä %9 *9 %9 *9 %9 9*Ä# ) ) (2*$ (2*$ GJR JTL GJR 1PLUMBING PLAN P201 PLUMBING PLAN 0 N EP1 6 .o 01087 ATS FOET ,1*01$'4.+'5 %1057.6+0)'0)+0''45 /GEJCPKECN'NGEVTKECN2NWODKPI C by ODLE McGUIRE SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. 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Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. 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$ % & ' ( ) # $ % & ' ( ) # $ ALB SLH SLH/ALB E901 ELECTRICAL SPECIFICATIONS 0 N EP1 6 .o 01087 ATS FOET ,1*01$'4.+'5 %1057.6+0)'0)+0''45 /GEJCPKECN'NGEVTKECN2NWODKPI C by ODLE McGUIRE SHOOK Copyright includes architectural work, building design, plans or drawings, and specifications. Architectural work is the overall form as well as the arrangement and composition of spaces and elements in the design. Reproduction without written permission is prohibited. 429 North Pennsylvania Street Suite 403 Indianapolis, Indiana 46204 317.842.0000 Fax 317.917.0616 oms@omscorp.net Planning, Architecture Engineering, Interiors Architectural Landscape