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Home My WebLink AboutA2-1 - Floor Plan.pdf 4/A4.1 1/A4.1 3/A4.1 2/A4.1 BANKING LOBBY 139 OFFICE 141 OFFICE 142 OFFICE 143 OFFICE 144 CONFERENCE RM 140 TELLER AREA 137 TELLER WORKROOM 136 BREAKROOM 133 MEN 131 WOMEN 132 MEN 105 WOMEN 104 OFFICE 122 OFFICE 123 OFFICE 124 OFFICE 125 VISITING OFFICE 126 VISITING OFFICE 127 OFFICE 119 OFFICE 118 OFFICE 117 OFFICE 116 OFFICE 115 CONFERENCE 112 PUBLIC MEETING ROOM 106 TABLE/CHAIR STORAGE 109ELECT 108 SERVER 129 WORKROOM 128 OPEN OFFICE 120 WAITING 110 5/A4.1 6/A4.1 7/A4.1 JAN. CLOS. 135 A D F H 23 I J K 8' -4" 4' -0" 12' -2 1/2" 10' -1 1/2" 5' -4" 28' -0" 16' -4" 24' -8" 1' -8" 8' -0" 16' -8" 1' -8" 1' -8"2' -8" 18' -8" 1' -8" 10' -0" 67' -4" 19' -8" L 8' -0" 61' -0" 16' -4" 40' -0" 14' -0" 578 10 11 X B E G 46 139' -4" 97' -0" 1 Y HALLWAY 102 HALLWAY 103 COATROOM 111 HALLWAY 114 HALLWAY 121 HALLWAY 107 HALLWAY 130 CLOSET 134 SAFE DEPOSIT 138 3 A5.1 9 5' -0" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 3' -8" 3' -8" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 2' -8" 6' --4" 4' -8" 8' -0" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 5' -4" 4' -8" 3' -8" 5/A10.1 4/A10.12/A10.1 1/A10.1 10/A10.1 7/A10.1 6/A10.1 8/A10.1 3/A10.1 11/A10.1 14/A10.1 9/A10.1 A3.1 1 16/A10.1 17/A10.1 2 A5.1 1 A5.2 2 A5.2 3 A5.2 LOBBY 101 1 A6.2 138B 136A 135A 138A 140A 131A 132A 134A 125A 126A 127A 108A 123A 124A 122A 121A 119A 118A 117A 116A 115A 112A 110A 109A 109B 107A 105A 104A 139A 100B 144A 143A 142A 141A 100A VESTIBULE 100 106A 2 A3.1 2 A3.1 1 A5.1 1 A5.1 3 A5.1 3 A5.1 3 A5.1 1 A5.1 4 A5.2 2 A5.1 1 A5.3 2 A5.3 3 A5.3 4 A5.1 9' -11 7/8" 9' -11 1/2" 9' -11 1/2" 9' -11 1/2" 9' -11 1/2" 9' -11 1/2" 19' -6 1/2" 18' -4 1/8" 17' -10" 5' -8" 14' -0" 3' -8" 4' -8" 2' -4" 4' -8" 12' -8" EQ EQ EQ EQ EQ 3' -4" 4' -8" 18' -7" 14' -0" 26' -9" 17' -0" 7' -6" 3' -1" 4' -0" 3' -1" A6.2 10 11' -0" 10' -0" 10' -0" 10' -0" 21' -0" 4' -8" 18' -8" 22' -4" 13' -2" 1' -4" 1' -4"1' -4" 1' -4" 1' -4" 9' -9" 11' -3" 15' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 3' -2" 10' -4" 2' -8" 3' -0" 1' -8" 1' -8" 1' -4"1' -4" 1' -4"1' -8" 1' -4" 1' -8" 1' -4" 1' -4" 1' -8" 1' -4" 1' -4" 1' -8" 1' -4" 1' -8" 1' -4" 1' -4" 1' -4" 1' -8" 2' -2" 10" 10"10" 10" 10" 10"1' -8" 3' -6" 4' -4 5/8" 9' -8" 2' -4 3/4" 2' -4" 17' -6" 12' -4" 23' -0" 10' -2" 5' -8" 6' -6" 2' -6" 6' -5" 19' -1" 7' -8" 7' -4" 7' -4" 2' -4" 6' -3" 2' -4" 10' -11" 1' -8" 3' -0" 6" 4' -6" 2' -6" 10' -2" 6" 3' -0" 1' -6" 1' -11" 1' -11" 7' -6" 11' -7" 11' -2" 15' -5" 2' -11" 8' -8" 8' -8" 2' -6" 5' -0" 6' -1" 1' -6" 2' -10" 7' -8" 7' -8" 6' -3"2' -7" 2' -0" 15' -11" 5' -4" 5' -11 1/2" 9' -10 1/2" 9 5/8" 1' -0" 7' -3" 1' -0" 13' -2" 5' -0" 4' -5" 1' -4" 4' -4" 1' -4" 4' -5" 1' -4" 5' -2" 4' -7" 2' -3" 3' -11" 6' -0" 4' -0"5' -0" 16' -0" 1' -4" 1' -4" 2' -4" 1' -4" 1' -8" 5' -0" 1' -4" 6' -4" 2' -2" 6' -7" 1' -4" 9' -5" 1' -4" 4' -0" 7' -2" 1' -11" 2' -6" 11' -2" 1' -8" 1' -4" A10.2 1 A10.2 2 113A MECH 113 EQ EQ EQ EQ 1.5A1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.5A 1.7A 1.7 1.7 1.7 2' -2" 26' -7" 3' -1" 4' -0" 3' -1" 129A EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 2' -6" 9' -2" 1' -6" 12' -4" 1' -0" 6' -9" 1' -3" 1.5C 19/A10.1 1.5C 1.5C 1.5C 1.5B 1.5B 1.5B 2' -10 1/2" 2' -5 1/2" 4' -6 5/8" 11' -0 3/8" 5' -10 3/8" 4' -6 5/8" 1' -8" 10' -0" 24' -8" 16' -8" 3' -4" 19' -4" 1' -8" 18' -0" 1' -8" 1' -8" 6' -4" 1' -8" 16' -8" 2' -8" 17' -0" 2' -8" 18' -8" 1' -8" 16' -4" 1' -8" 14' -0" 22' -8" 1' -8" 12' -4" 1' -8" 2' -4" 22' -8" 1' -8" 26' -8" 1' -8" 8" 16' -8" 3' -4" 19' -4" 1' -8" 18' -0" 1' -8" 43' -4" 19' -8" 33' -8" 2' -4" 1' -2" 1' -2" 63' -0" 36' -0" 3' -4" 4' -8" 3' -0" 4' -8" 2' -0" 4' -8" 3' -0" 1' -8" 14' -0" 1' -8" 53' -0" 17' -4" 139' -4" R 16' -4" R 17' -11 3/8" 20' -11 3/8" 12' -0" 20' -0 5/8" 29' -1 1/2" 11' -5" 7 1/2" 3' -0" EQ 8' -0" EQ 16' -0" 7' -0" 9' -0" A6.2 7 A6.2 8 1213 15 4 5 5 4 14 4 12 11 6 13 8 7 9 10 9 10 16 16 17 1 2 5 5 5 A6.3 4 A A A A A AAAAA A A A A A A AAAA A A B C D B 18 18 18 18 (NO WINDOW) (NO WINDOW) SIM SIM SIM 8/A10.2 A10.2 9 4 1.5 19 20 20 20 5/8" TYPE X GYP BD BOTH SIDES TO UNDERSIDE OF DECK ABOVE 3 5/8" 20 GA MTL STUDS @16" O.C. TO UNDERSIDE OF DECK ABOVE 1.5 ALL INTERIOR WALLS SHALL BE PARTITION TYPE 1.5 UNLESS NOTED OTHERWISE. OMIT GYP BD INSIDE OF MECHANICAL CHASES AND COLUMN ENCLOSURES U.N.O. 5/8" TYPE X GYP BD BOTH SIDES 3 5/8" 20 GA MTL STUDS @16" O.C. 1.5B TOP OF WALL 5'-2" AFF 5/8" TYPE X GYP BD BOTH SIDES TO UNDERSIDE OF DECK ABOVE 3 5/8" 20 GA MTL STUDS @16" O.C. TO UNDERSIDE OF DECK ABOVE 1.5A 2" 4 7/8" 2" 8 7/8" 1 1/4" 3/4" 3" 5/4" OAK CAP -STAINED 3/4" OAK COVE -STAINED 1X4 OAK TRIM WITH OGEE -STAINED WHEN SHORT WALL ENDS AT CORNER OF HIGH WALL, RETURN CAP AND TRIM AS SHOWN Plan View 3/4" 3/4" 1/2" 3 1/2" SOUND ATTENUATION BATTS TO UNDERSIDE OF DECK ABOVE 5/8" TYPE X GYP BD BOTH SIDES TO UNDERSIDE OF DECK ABOVE 6" 20 GA MTL STUDS @8" O.C. TO UNDERSIDE OF DECK ABOVE 1.7 5/8" TYPE X GYP BD BOTH SIDES TO UNDERSIDE OF DECK ABOVE 6" 20 GA MTL STUDS @8" O.C. TO UNDERSIDE OF DECK ABOVE 1.7A 6" SOUND ATTENUATION BATTS TO UNDERSIDE OF DECK ABOVE 5/8" TYPE X GYP BD BOTH SIDES TO 4" ABOVE HIGHEST ADJACENT CEILING 3 5/5/8" 20 GA MTL STUDS @16" O.C. TO UNDERSIDE OF DECK ABOVE 1.5C 5/8" DENS-GLAS 6" MTL STUDS w/6" FSK 25 FOIL FACED BATTS -TAPE ALL EDGES AND OPENINGS 3.7 MASONRY AIR SPACE 1' -2" EXTERIOR INTERIOR 2" RIGID INSULATION TYVEK COMMERCIAL WRAP 5/8" TYPE X GYP BD 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION REQUIRED FOR THE INSTALLATION OF NEW MATERIALS, WETHER OR NOT IT IS SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY BLOCKING FOR ALL TRADES. COORDINATE WITH ALL, INCLUDING BANK EQUIPMENT SUPPLIED BY OTHERS. 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND FEES REQUIRED TO COMPLETE THE PROJECT. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS RELATIVE TO THE PROJECT AS ILLUSTRATED. ANY CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. 5. CONTRACTOR SHALL COORDINATE ALL WORK WITH EQUIPMENT MANUFACTURER TO ENSURE APPROPRIATE ROUGH-IN CLEARANCE FOR EQUIPMENT INSTALLATION AND USE. 6. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT RECOMMENDED STANDARD HANDICAP ACCESSIBILITY HEIGHTS FOR THE PARTICULAR WORK INDICATED. REFER QUESTIONABLE MOUNTIING HEIGHT TO THE ARCHITECT FOR A FINAL DECISION. 7. DO NOT SCALE DRAWING. 8. CONTRACTOR SHALL LAYOUT AND MARK ALL WALLS AND OPENINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL BE REPORTED TO THE ARCHITECT FOR IMMEDIATE RESOLUTION. 9. REFERENCE RELATED ELECTRICAL, MECHANICAL, AND PLUMBING DOCUMENTS FOR NEW CONSTRUCTION. 10. CONTRACTOR SHALL COORDINATE THE LOCATIONS AND SPECIFIC REQUIREMENTS FOR MECHANICAL, ELECTRICAL, AND PLUMBING ROUGH-INS. 11. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE CONSTRUCTION SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS WHICH AFFECT THAT SPECIFIC PORTION OF THEIR WORK. ANY CONFLICTS OR APPARENT DEFICIENCIES MUST BE SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO BIDDING. 12. SMOKING SHALL BE PROHIBITED IN THE BUILDING. 13. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING AND DEBRIS REMOVAL PROCEDURES THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD TO THE LOWEST LEVEL NECESSAARY FOR DAILY OPERATIONS. 14. IOSHA REQUIRES MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL MATERIALS BEING USED OR STORED ON THIS PROJECT, BE MADE AVAILABLE TO ALL WORKERS ON THISJOB SITE. 15. SECURE ALL TOOLS AND CONSTRUCTION MATERIALS DURING BREAKS AND NON-CONSTRUCTION HOURS. 16. ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BY THE CONTRACTORS DAILY. 17. GENERAL CONTRACTOR IS RESPONSIBLE FOR SEALING ALL BANK EQUIPMENT INSTALLEDIN WALLS OR CEILINGS. THESE NOTES APPLY TO ALL CONSTRUCTION DOCUMENTS, AND TO ALL CONTRACTORS AND/OR SUB-CONTRACTORS THAT WORK WITHIN THIS BUILDING. JAMES R. KRATZAT ARCHI TECTREGISTERED 19500182 STATE OF I I ND A AN No. COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE The concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created, developed and presented for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN CERTIFICATION MSKTD 5629 BUILD 65076 CONSTRUCTION SET 3-21-11 3/18/2011 11:48:13 AM 100 W 96th St Indianapolis, Indiana 46290 A2.12-11-11 Indianapolis North Floor Plan Lake City Bank 1/8" = 1'-0" Floor Plan Partition Types General Plan Notes Specific Plan Notes 1 JAMB MOUNTED DOOR ACTUATOR -SEE DOOR HARDWARE SPECIFICATION FOR FURTHER INFORMATION. INSTALL @A.D.A. REQUIRED HEIGHT. 2 DOOR ACTUATOR ON COLUMN -SEE DOOR HARDWARE SPECIFICATION FOR FURTHER INFORMATION. INSTALL @A.D.A. REQUIRED HEIGHT. 3 DOOR ACTUATOR ON PEDESTAL -SEE DOOR HARDWARE SPECIFICATION FOR FURTHER INFORMATION. INSTALL @A.D.A. REQUIRED HEIGHT. 4 COAT ROD AND SHELF, SEE DETAIL 15/A10.1. 5 CASED OPENING, SIM. TO DOOR JAMB/HEAD, BUT WITHOUT STOPS -FINISHED OPENING HEIGHT @7'-0" A.F.F. 6 REFRIGERATOR. 7 NIGHT DEPOSIT BOX. 8 ATM, SEE DETAIL 2/A6.1. 9 REMOTE TRANSACTION SYSTEM 10 PROVIDE AND INSTALL 4" CONCRETE FILLED GALVANIZED STEEL BOLLARDS WHERE SHOWN. PROVIDE FOUR BOLLARDS AT EACH REMOTE TRANSACTION SYSTEM LOCATION. COORDINATE INSTALLATION WITH BANK EQUIPMENT. PRIME BOLLARDS AND COVER WITH YELLOW BUMPER POST SLEEVES AS MANUFACTURED BY "IDEALSHIELD" (313-842-7290) OR APPROVED EQUAL. 11 CASH VAULT 12 SAFE DEPOSIT BOX VAULT 13 BULLETIN BOARD -72" WIDE x 48" HIGH -MOUNT TOP @7'-4" A.F.F. 14 PROVIDE THREE 18" DEEP 3/4" THICK WHITE LAMINATE SHELVES. MOUNT @36" 50" AND 64" A.F.F. PROVIDE CONTINUOUS 2x2 PAINTED TO MATCH WALL AT BACK AND SIDES TO SUPPORT SHELVES. 15 CASED OPENING -FINISHED OPENING HEIGHT @8'-8" A.F.F., REFER TO DETAIL 13/A6.2. 16 LOW WALL SUPPORT COLUMN, SEE DETAIL 11/A6.2 17 PROVIDE AND INSTALL KNOX BOX. VERIFY MOUNTING HEIGHT WITH FIRE DEPT. HAVING JURISDICTION. PAINT BOX PT-6 (SEE FINISH SCHEDULE 18 DOWNSPOUT -TIE INTO STORM DRAIN -SEE CIVIL DRAWINGS. 19 PROVIDE AND INSTALL FULLY RECESSED F.E. CABINET AND FIRE EXTINGUISHER. 20 PROVIDE AND INSTALL SEMI-RECESSED F.E. CABINET AND FIRE EXTINGUISHER. Revisions: Date: By: