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PLAN NOTES
GENERAL PLAN NOTES
A. 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 AUTHORITIES
N.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
A300
2
A300
1
G1
GA
GB
GC
GB.6
G2 G3 G4 G5 G6 G7G4.7 G3.7
A221
1
A220
1
3
A402
9" 20' - 2" 9' - 0" 42' - 8"5' - 4"27' - 6" 7"
TRASH
117
PUMP ROOM
116
ELEC.
ROOM
115
LOBBY #1
100
STAIR #1
101
STAIR #2
119 LOBBY #2
118
A221
5
100B 100A101A
102112113
114 115116117B119 118A118B
B CA
8" 10' - 3"8" 24' - 8"8"12' - 1" 9"9' - 1"8"16' - 0"9"BIKE
STORAGE
112CORRIDOR
102 W1W1 W1W3 W1W3
W3
1
1
1
1
22 22
3
4
5
5 7
7
7
8 8 8 8 8 MAIL ROOM103UNIT 1
104
UNIT 2
105
UNIT 3
106
UNIT 4
107
UNIT 5
108
UNIT 6
109
UNIT 7
110
UNIT 8
111
MAINTENANCE
113
2
I.T. ROOM
114
STAIR #3
120
4' - 8"16' - 0"9"14' - 0" 4' - 8" 12' - 8"4' - 8" 6' - 8"
8"17' - 8"8" 15' - 1" 9"
12"
MIN
4"
3"
3
A201
1' - 0" 44' - 9"36' - 0"24' - 0"12' - 0" 24' - 0" 12' - 0" 36' - 0" 44' - 9" 1' - 0"
235' - 6"1' - 3"60' - 1 1/2"34' - 11 1/2"25' - 2"1' - 3"122' - 9"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"
101B 103
104
105 106
107 108
109 110
111120B120AA222
1
3' - 10" 23' - 8"
5
5
A300
3
4 5
117A4
W43' - 4"
R.O.
3' - 4" 5' - 3"
11' - 11"
4'-6"
HOLD
W4W4ROOM SIDE
MAILROOM 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
GRADE
1" CAP ABOVE TOP OF PIPE
CONCRETE 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"
North OMSGENEJOL Y
THCRATCTIAR19600180TEREDSIGERANAIDNIHNo.STATE OFEAL 866 848 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:February 07, 2021A201
FIRST LEVEL FLOOR PLANFIRST LEVEL FLOOR PLANScale: 3/32" = 1'-0" A201
1 FIRST LEVEL FLOOR PLAN
Scale: 1/2" = 1'-0"A201
2 TYPICAL BOLLARD DETAIL
Scale: 3/8" = 1'-0"A201
3 TYPICAL SECTION DETAIL
2 2021-11-10ADDENDUM #23 2021-12-09ADDENDUM #3