HomeMy WebLinkAboutParking planUPUPPLAN NOTESGENERAL PLAN NOTESA. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR COLUMN CENTERLINE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.C. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT ANY EXISTING SERVICE DURING CONSTRUCTION.D. REFERENCE MEP DRAWINGS FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS.E. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.F. PROVIDE FIRE TREATED WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS AS REQUIRED.G. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 1000A). REFERENCE DOOR SCHEDULE.H. CAULK ALL JUNCTURES BETWEEN DIFFERENT MATERIALS -TYPICAL. (I.E. STOREFRONT AND GYPSUM WALLBOARD).I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/ OVER 240. J. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL. TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF 1/2".K. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED.L. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.M. PROVIDE WALL MOUNTED FIRE EXTINGUISHERS AND/OR CABINETS AS REQUIRED BY CODE. CONFIRM FINAL LOCATION AND QUANTITY WITH LOCAL AUTHORITIESN. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD IN ALL KITCHEN AREAS, TOILET ROOMS, AND WET AREAS UNLESS INDICATED TO BE TILEBACKER WALLBOARD.NEW SURFACE MOUNTED FIRE EXTINGUISHER. CONFIRM REQUIRED QUANTITY AND FINAL LOCATIONS WITH LOCAL AUTHORITIES.ALIGN NEW WALL CONSTRUCTION WITH ADJACENT NEW WALL CONSTRUCTION.ELECTRICAL PANEL LOCATION. REFERENCE ELECTRICAL DRAWINGS.PROVIDE FIRE TREATED PLYWOOD, INSTALL TO 8'-0" A.F.F.CARD READER ACCESS LOCATION, REFERENCE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. CONFIRM FINAL LOCATIONS WITH OWNER.EXTERIOR PRECAST OPENING TO RECEIVE METAL SCREEN. BASIS OF DESIGN TO BE BANKER WIRE ARCHITECTURAL WIRE MESH M13Z-7 (OR APPROVED EQUAL).BOLLARD LOCATION. REFERENCE TYPICAL DETAIL FOR ADDITIONAL INFORMATION.INTERIOR PRECAST OPENING TO RECEIVE #7 VERTICAL REBAR SPACED MAXIMUM 4" ON CENTER. 1 2 3 4 5 WALL TYPE LEGEND* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.* FOR WALL HEIGHTS, REFERENCE REFLECTED CEILING PLANS.W1 8" NOMINAL CONCRETE MASONRY UNITS ON TOP OF PARTIAL HEIGHT CAST-IN-PLACE CONCRETE WALL. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. W2 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 3/4 CORRUGATED METAL PANEL APPLIED TO EACH SIDE.W3 8" NOMINAL CONCRETE MASONRY UNITS WITH CORE FILL INSULATION. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS.W4 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO ROOM SIDE AND BATT INSULATION IN EACH STUD CAVITY. EXTEND ASSEMBLY TO UNDERSIDE OF DECK. PROVIDE DRYWALL EXPANSION JOINTS AS REQUIRED.W5 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO MAILROOM SIDE AND 3/4" FRT PLYWOOD APPLIED TO STORAGE UNIT SIDE. PROVIDE BATT INSULATION IN EACH STUD CAVITY.6 7 8 A3002A3001G1GAGBGCGB.6G2G3G4G5G6G7G4.7G3.7A2211A22013A4029"20' - 2"9' - 0"42' - 8"5' - 4"27' - 6"7"TRASH117PUMP ROOM116ELEC.ROOM115LOBBY #1100STAIR #1101STAIR #2119LOBBY #2118A2215100B100A101A102112113114115116117B119118A118BBCA8"10' - 3"8"24' - 8"8"12' - 1"9"9' - 1"8"16' - 0"9"BIKESTORAGE112CORRIDOR102W1W1W1W3W1W3W311112222345577788888MAIL ROOM103UNIT 1104UNIT 2105UNIT 3106UNIT 4107UNIT 5108UNIT 6109UNIT 7110UNIT 8111MAINTENANCE11322I.T. ROOM114STAIR #31204' - 8"16' - 0"9"14' - 0"4' - 8"12' - 8"4' - 8"6' - 8"8"17' - 8"8"15' - 1"9"12"MIN4"3"3A2011' - 0"44' - 9"36' - 0"24' - 0"12' - 0"24' - 0"12' - 0"36' - 0"44' - 9"1' - 0"235' - 6"1' - 2 1/2"60' - 1 1/2"34' - 11 1/2"25' - 2"1' - 3"122' - 8 1/2"1' - 3"25' - 2"34' - 11 1/2"60' - 1 1/2"1' - 3"96' - 4"26' - 5"122' - 9"1' - 0 1/2"44' - 9"36' - 0"24' - 0"1' - 0"11' - 0"23' - 0"1' - 0"12' - 0"36' - 0"44' - 9"1' - 0"106' - 9"34' - 0"94' - 9"235' - 6"101B103104105106107108109110111120B120AA22213' - 10"23' - 8"55A300345117A4W43' - 4"R.O.3' - 4"5' - 3"11' - 11"4'-6"HOLDW4W4RAMP SIDEROOM SIDEMAILROOM SIDE3' - 6"4' - 0"9"9"6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD. PAINTED SAFETY YELLOW UNLESS NOTED OTHERWISE. REFERENCE CIVIL DRAWINGS FOR LOCATIONS.SIDEWALK OR PAVEMENT, REFERENCE CIVIL DRAWINGS.18" DIAMETER CONCRETE FOOTING. (2) #6 BARS 12" LONG EACH WAY, WELD TO PIPE.3"PROVIDE SLOPED CONCRETE 1" ABOVE GRADE1" CAP ABOVE TOP OF PIPECONCRETE FLOOR SLAB, REFERENCE STUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.EXISTING AT&T EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION AND NOTIFY ARCHITECT IN THE EVENT OF CONFLICT. 8" CMU WALL CONSTRUCTION. REFERENCE FLOOR PLAN FOR WALL TYPE INFORMATION.EXPANSION MATERIAL,TYPICAL.CONCRETE FLOOR SLAB, REFERENCE STUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.CAST IN PLACE CONCRETE WALL, REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.EXPANSION MATERIAL,TYPICAL.CONCRETE FOOTING, REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.F.V.1' - 3"4' - 0"NorthOMSGENEJOLYTHCRATCTIAR19600180TEREDSIGERANAIDNIHNo.STATE OFEAL866 848 6500 • www.lauth.netLAUTH PROPERTY GROUPPROJECT:CONTACT:TELEPHONE:FAX:EMAIL:PROJECT NUMBER:STATE NUMBER:KEN STROKE1ST ON MAIN317.848.6500317.848.6511kstroke@lauth.net##########TITLE:PROJECT:DATE(YYYY-MM-DD)CONSULTANTCONTACTTHOMAS JOLLYCONSULTANTJOB NUMBER20017SHEET NO.TITLE:1ST ON MAINPARKING GARAGE41 NORTH RANGELINE ROADCARMEL, INDIANA 46032REV.DATE(YYYY-MM-DD)DESCRIPTIONCERTIFIED BY:December 09, 2021A201FIRST LEVEL FLOOR PLANFIRST LEVEL FLOOR PLANScale:3/32" = 1'-0"A2011FIRST LEVEL FLOOR PLANScale:1/2" = 1'-0"A2012TYPICAL BOLLARD DETAILScale:3/8" = 1'-0"A2013 TYPICAL SECTION DETAIL333322021-11-10ADDENDUM #232021-12-09ADDENDUM #3
DNUPUPDNA3002A3001G1GAGBGCGB.6G2G3G4G5G6G7G4.7G3.7A2202A2212LOBBY #1200STAIR #1201STAIR #2203LOBBY #2202DD202A203202B200A20111115666666666668888888888888888STAIR #3204A22225204A204BPLAN NOTESGENERAL PLAN NOTESA. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR COLUMN CENTERLINE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.C. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT ANY EXISTING SERVICE DURING CONSTRUCTION.D. REFERENCE MEP DRAWINGS FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS.E. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.F. PROVIDE FIRE TREATED WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS AS REQUIRED.G. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 1000A). REFERENCE DOOR SCHEDULE.H. CAULK ALL JUNCTURES BETWEEN DIFFERENT MATERIALS -TYPICAL. (I.E. STOREFRONT AND GYPSUM WALLBOARD).I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/ OVER 240. J. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL. TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF 1/2".K. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED.L. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.M. PROVIDE WALL MOUNTED FIRE EXTINGUISHERS AND/OR CABINETS AS REQUIRED BY CODE. CONFIRM FINAL LOCATION AND QUANTITY WITH LOCAL AUTHORITIESN. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD IN ALL KITCHEN AREAS, TOILET ROOMS, AND WET AREAS UNLESS INDICATED TO BE TILEBACKER WALLBOARD.NEW SURFACE MOUNTED FIRE EXTINGUISHER. CONFIRM REQUIRED QUANTITY AND FINAL LOCATIONS WITH LOCAL AUTHORITIES.ALIGN NEW WALL CONSTRUCTION WITH ADJACENT NEW WALL CONSTRUCTION.ELECTRICAL PANEL LOCATION. REFERENCE ELECTRICAL DRAWINGS.PROVIDE FIRE TREATED PLYWOOD, INSTALL TO 8'-0" A.F.F.CARD READER ACCESS LOCATION, REFERENCE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. CONFIRM FINAL LOCATIONS WITH OWNER.EXTERIOR PRECAST OPENING TO RECEIVE METAL SCREEN. BASIS OF DESIGN TO BE BANKER WIRE ARCHITECTURAL WIRE MESH M13Z-7 (OR APPROVED EQUAL).BOLLARD LOCATION. REFERENCE TYPICAL DETAIL FOR ADDITIONAL INFORMATION.INTERIOR PRECAST OPENING TO RECEIVE #7 VERTICAL REBAR SPACED MAXIMUM 4" ON CENTER. 1 2 3 4 5 WALL TYPE LEGEND* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.* FOR WALL HEIGHTS, REFERENCE REFLECTED CEILING PLANS.W1 8" NOMINAL CONCRETE MASONRY UNITS ON TOP OF PARTIAL HEIGHT CAST-IN-PLACE CONCRETE WALL. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. W2 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 3/4 CORRUGATED METAL PANEL APPLIED TO EACH SIDE.W3 8" NOMINAL CONCRETE MASONRY UNITS WITH CORE FILL INSULATION. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS.W4 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO ROOM SIDE AND BATT INSULATION IN EACH STUD CAVITY. EXTEND ASSEMBLY TO UNDERSIDE OF DECK. PROVIDE DRYWALL EXPANSION JOINTS AS REQUIRED.W5 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO MAILROOM SIDE AND 3/4" FRT PLYWOOD APPLIED TO STORAGE UNIT SIDE. PROVIDE BATT INSULATION IN EACH STUD CAVITY.6 7 8 RAMP SIDEROOM SIDEMAILROOM SIDEOMSGENEJOLYTHCRATCTIAR19600180TEREDSIGERANAIDNIHNo.STATE OFEAL866 848 6500 • www.lauth.netLAUTH PROPERTY GROUPPROJECT:CONTACT:TELEPHONE:FAX:EMAIL:PROJECT NUMBER:STATE NUMBER:KEN STROKE1ST ON MAIN317.848.6500317.848.6511kstroke@lauth.net##########TITLE:PROJECT:DATE(YYYY-MM-DD)CONSULTANTCONTACTTHOMAS JOLLYCONSULTANTJOB NUMBER20017SHEET NO.TITLE:1ST ON MAINPARKING GARAGE41 NORTH RANGELINE ROADCARMEL, INDIANA 46032REV.DATE(YYYY-MM-DD)DESCRIPTIONCERTIFIED BY:December 09, 2021A202SECOND LEVEL FLOOR PLANSECOND LEVEL FLOOR PLANScale:3/32" = 1'-0"A2021SECOND LEVEL FLOOR PLANNorth322021-11-10ADDENDUM #232021-12-09ADDENDUM #3
DNDNUPUPA3002A3001G1GAGBGCGB.6G2G3G4G5G6G7G4.7G3.7A2203A2213LOBBY #2302STAIR #2303LOBBY #1300STAIR #1301300B300A301303302A302B1111566666666666888888888888888STAIR #3304A22235304B304A5PLAN NOTESGENERAL PLAN NOTESA. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR COLUMN CENTERLINE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.C. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT ANY EXISTING SERVICE DURING CONSTRUCTION.D. REFERENCE MEP DRAWINGS FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS.E. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.F. PROVIDE FIRE TREATED WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS AS REQUIRED.G. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 1000A). REFERENCE DOOR SCHEDULE.H. CAULK ALL JUNCTURES BETWEEN DIFFERENT MATERIALS -TYPICAL. (I.E. STOREFRONT AND GYPSUM WALLBOARD).I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/ OVER 240. J. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL. TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF 1/2".K. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED.L. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.M. PROVIDE WALL MOUNTED FIRE EXTINGUISHERS AND/OR CABINETS AS REQUIRED BY CODE. CONFIRM FINAL LOCATION AND QUANTITY WITH LOCAL AUTHORITIESN. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD IN ALL KITCHEN AREAS, TOILET ROOMS, AND WET AREAS UNLESS INDICATED TO BE TILEBACKER WALLBOARD.NEW SURFACE MOUNTED FIRE EXTINGUISHER. CONFIRM REQUIRED QUANTITY AND FINAL LOCATIONS WITH LOCAL AUTHORITIES.ALIGN NEW WALL CONSTRUCTION WITH ADJACENT NEW WALL CONSTRUCTION.ELECTRICAL PANEL LOCATION. REFERENCE ELECTRICAL DRAWINGS.PROVIDE FIRE TREATED PLYWOOD, INSTALL TO 8'-0" A.F.F.CARD READER ACCESS LOCATION, REFERENCE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. CONFIRM FINAL LOCATIONS WITH OWNER.EXTERIOR PRECAST OPENING TO RECEIVE METAL SCREEN. BASIS OF DESIGN TO BE BANKER WIRE ARCHITECTURAL WIRE MESH M13Z-7 (OR APPROVED EQUAL).BOLLARD LOCATION. REFERENCE TYPICAL DETAIL FOR ADDITIONAL INFORMATION.INTERIOR PRECAST OPENING TO RECEIVE #7 VERTICAL REBAR SPACED MAXIMUM 4" ON CENTER. 1 2 3 4 5 WALL TYPE LEGEND* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.* FOR WALL HEIGHTS, REFERENCE REFLECTED CEILING PLANS.W1 8" NOMINAL CONCRETE MASONRY UNITS ON TOP OF PARTIAL HEIGHT CAST-IN-PLACE CONCRETE WALL. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. W2 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 3/4 CORRUGATED METAL PANEL APPLIED TO EACH SIDE.W3 8" NOMINAL CONCRETE MASONRY UNITS WITH CORE FILL INSULATION. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS.W4 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO ROOM SIDE AND BATT INSULATION IN EACH STUD CAVITY. EXTEND ASSEMBLY TO UNDERSIDE OF DECK. PROVIDE DRYWALL EXPANSION JOINTS AS REQUIRED.W5 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO MAILROOM SIDE AND 3/4" FRT PLYWOOD APPLIED TO STORAGE UNIT SIDE. PROVIDE BATT INSULATION IN EACH STUD CAVITY.6 7 8 RAMP SIDEROOM SIDEMAILROOM SIDEOMSGENEJOLYTHCRATCTIAR19600180TEREDSIGERANAIDNIHNo.STATE OFEAL866 848 6500 • www.lauth.netLAUTH PROPERTY GROUPPROJECT:CONTACT:TELEPHONE:FAX:EMAIL:PROJECT NUMBER:STATE NUMBER:KEN STROKE1ST ON MAIN317.848.6500317.848.6511kstroke@lauth.net##########TITLE:PROJECT:DATE(YYYY-MM-DD)CONSULTANTCONTACTTHOMAS JOLLYCONSULTANTJOB NUMBER20017SHEET NO.TITLE:1ST ON MAINPARKING GARAGE41 NORTH RANGELINE ROADCARMEL, INDIANA 46032REV.DATE(YYYY-MM-DD)DESCRIPTIONCERTIFIED BY:December 09, 2021A203THIRD LEVEL FLOOR PLANTHIRD LEVEL FLOOR PLANScale:3/32" = 1'-0"A2031THIRD LEVEL FLOOR PLANNorth322021-11-10ADDENDUM #232021-12-09ADDENDUM #3
UPDNDNA3002A3001G1GAGBGCGB.6G2G3G4G5G6G7G4.7G3.7A2204A2214LOBBY #1400STAIR #1401STAIR #2403LOBBY #2402403402A402B400A401111156666666666688888STAIR #3404A2224404B404A51A4032A403PLAN NOTESGENERAL PLAN NOTESA. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR COLUMN CENTERLINE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.C. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT ANY EXISTING SERVICE DURING CONSTRUCTION.D. REFERENCE MEP DRAWINGS FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS.E. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.F. PROVIDE FIRE TREATED WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS AS REQUIRED.G. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 1000A). REFERENCE DOOR SCHEDULE.H. CAULK ALL JUNCTURES BETWEEN DIFFERENT MATERIALS -TYPICAL. (I.E. STOREFRONT AND GYPSUM WALLBOARD).I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/ OVER 240. J. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL. TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF 1/2".K. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED.L. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.M. PROVIDE WALL MOUNTED FIRE EXTINGUISHERS AND/OR CABINETS AS REQUIRED BY CODE. CONFIRM FINAL LOCATION AND QUANTITY WITH LOCAL AUTHORITIESN. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD IN ALL KITCHEN AREAS, TOILET ROOMS, AND WET AREAS UNLESS INDICATED TO BE TILEBACKER WALLBOARD.NEW SURFACE MOUNTED FIRE EXTINGUISHER. CONFIRM REQUIRED QUANTITY AND FINAL LOCATIONS WITH LOCAL AUTHORITIES.ALIGN NEW WALL CONSTRUCTION WITH ADJACENT NEW WALL CONSTRUCTION.ELECTRICAL PANEL LOCATION. REFERENCE ELECTRICAL DRAWINGS.PROVIDE FIRE TREATED PLYWOOD, INSTALL TO 8'-0" A.F.F.CARD READER ACCESS LOCATION, REFERENCE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. CONFIRM FINAL LOCATIONS WITH OWNER.EXTERIOR PRECAST OPENING TO RECEIVE METAL SCREEN. BASIS OF DESIGN TO BE BANKER WIRE ARCHITECTURAL WIRE MESH M13Z-7 (OR APPROVED EQUAL).BOLLARD LOCATION. REFERENCE TYPICAL DETAIL FOR ADDITIONAL INFORMATION.INTERIOR PRECAST OPENING TO RECEIVE #7 VERTICAL REBAR SPACED MAXIMUM 4" ON CENTER. 1 2 3 4 5 WALL TYPE LEGEND* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.* FOR WALL HEIGHTS, REFERENCE REFLECTED CEILING PLANS.W1 8" NOMINAL CONCRETE MASONRY UNITS ON TOP OF PARTIAL HEIGHT CAST-IN-PLACE CONCRETE WALL. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. W2 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 3/4 CORRUGATED METAL PANEL APPLIED TO EACH SIDE.W3 8" NOMINAL CONCRETE MASONRY UNITS WITH CORE FILL INSULATION. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS.W4 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO ROOM SIDE AND BATT INSULATION IN EACH STUD CAVITY. EXTEND ASSEMBLY TO UNDERSIDE OF DECK. PROVIDE DRYWALL EXPANSION JOINTS AS REQUIRED.W5 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO MAILROOM SIDE AND 3/4" FRT PLYWOOD APPLIED TO STORAGE UNIT SIDE. PROVIDE BATT INSULATION IN EACH STUD CAVITY.6 7 8 RAMP SIDEROOM SIDEMAILROOM SIDEOMSGENEJOLYTHCRATCTIAR19600180TEREDSIGERANAIDNIHNo.STATE OFEAL866 848 6500 • www.lauth.netLAUTH PROPERTY GROUPPROJECT:CONTACT:TELEPHONE:FAX:EMAIL:PROJECT NUMBER:STATE NUMBER:KEN STROKE1ST ON MAIN317.848.6500317.848.6511kstroke@lauth.net##########TITLE:PROJECT:DATE(YYYY-MM-DD)CONSULTANTCONTACTTHOMAS JOLLYCONSULTANTJOB NUMBER20017SHEET NO.TITLE:1ST ON MAINPARKING GARAGE41 NORTH RANGELINE ROADCARMEL, INDIANA 46032REV.DATE(YYYY-MM-DD)DESCRIPTIONCERTIFIED BY:December 09, 2021A204FOURTH LEVEL FLOOR PLANFOURTH LEVEL FLOOR PLANScale:3/32" = 1'-0"A2041FOURTH LEVEL FLOOR PLANNorth3322021-11-10ADDENDUM #232021-12-09ADDENDUM #3
DNA3002A3001G1GAGBGCGB.6G2G3G4G5G6G7G4.7G3.7A2205LOBBY #1500STAIR #150150050111STAIR #3502A2225502PLAN NOTESGENERAL PLAN NOTESA. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR COLUMN CENTERLINE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.C. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT ANY EXISTING SERVICE DURING CONSTRUCTION.D. REFERENCE MEP DRAWINGS FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS.E. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.F. PROVIDE FIRE TREATED WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS AS REQUIRED.G. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 1000A). REFERENCE DOOR SCHEDULE.H. CAULK ALL JUNCTURES BETWEEN DIFFERENT MATERIALS -TYPICAL. (I.E. STOREFRONT AND GYPSUM WALLBOARD).I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/ OVER 240. J. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL. TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF 1/2".K. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED.L. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.M. PROVIDE WALL MOUNTED FIRE EXTINGUISHERS AND/OR CABINETS AS REQUIRED BY CODE. CONFIRM FINAL LOCATION AND QUANTITY WITH LOCAL AUTHORITIESN. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD IN ALL KITCHEN AREAS, TOILET ROOMS, AND WET AREAS UNLESS INDICATED TO BE TILEBACKER WALLBOARD.NEW SURFACE MOUNTED FIRE EXTINGUISHER. CONFIRM REQUIRED QUANTITY AND FINAL LOCATIONS WITH LOCAL AUTHORITIES.ALIGN NEW WALL CONSTRUCTION WITH ADJACENT NEW WALL CONSTRUCTION.ELECTRICAL PANEL LOCATION. REFERENCE ELECTRICAL DRAWINGS.PROVIDE FIRE TREATED PLYWOOD, INSTALL TO 8'-0" A.F.F.CARD READER ACCESS LOCATION, REFERENCE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. CONFIRM FINAL LOCATIONS WITH OWNER.EXTERIOR PRECAST OPENING TO RECEIVE METAL SCREEN. BASIS OF DESIGN TO BE BANKER WIRE ARCHITECTURAL WIRE MESH M13Z-7 (OR APPROVED EQUAL).BOLLARD LOCATION. REFERENCE TYPICAL DETAIL FOR ADDITIONAL INFORMATION.INTERIOR PRECAST OPENING TO RECEIVE #7 VERTICAL REBAR SPACED MAXIMUM 4" ON CENTER. 1 2 3 4 5 WALL TYPE LEGEND* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.* FOR WALL HEIGHTS, REFERENCE REFLECTED CEILING PLANS.W1 8" NOMINAL CONCRETE MASONRY UNITS ON TOP OF PARTIAL HEIGHT CAST-IN-PLACE CONCRETE WALL. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. W2 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 3/4 CORRUGATED METAL PANEL APPLIED TO EACH SIDE.W3 8" NOMINAL CONCRETE MASONRY UNITS WITH CORE FILL INSULATION. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS.W4 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO ROOM SIDE AND BATT INSULATION IN EACH STUD CAVITY. EXTEND ASSEMBLY TO UNDERSIDE OF DECK. PROVIDE DRYWALL EXPANSION JOINTS AS REQUIRED.W5 3-5/8" x 20 GA. METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD APPLIED TO MAILROOM SIDE AND 3/4" FRT PLYWOOD APPLIED TO STORAGE UNIT SIDE. PROVIDE BATT INSULATION IN EACH STUD CAVITY.6 7 8 RAMP SIDEROOM SIDEMAILROOM SIDEOMSGENEJOLYTHCRATCTIAR19600180TEREDSIGERANAIDNIHNo.STATE OFEAL866 848 6500 • www.lauth.netLAUTH PROPERTY GROUPPROJECT:CONTACT:TELEPHONE:FAX:EMAIL:PROJECT NUMBER:STATE NUMBER:KEN STROKE1ST ON MAIN317.848.6500317.848.6511kstroke@lauth.net##########TITLE:PROJECT:DATE(YYYY-MM-DD)CONSULTANTCONTACTTHOMAS JOLLYCONSULTANTJOB NUMBER20017SHEET NO.TITLE:1ST ON MAINPARKING GARAGE41 NORTH RANGELINE ROADCARMEL, INDIANA 46032REV.DATE(YYYY-MM-DD)DESCRIPTIONCERTIFIED BY:December 09, 2021A205FIFTH LEVEL FLOOR PLANFIFTH LEVEL FLOOR PLANScale:3/32" = 1'-0"A2051FIFTH LEVEL FLOOR PLANNorth322021-11-10ADDENDUM #232021-12-09ADDENDUM #3