HomeMy WebLinkAboutA0-1 General Information Dtd 09 22 20151.CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH AND
VERIFY THE EXISTING CONDITIONS. THESE DEMOLITION DRAWINGS SHALL SERVE TO AID THE
CONTRACTOR IN HIS EVALUATION OF THE EXTENT OF DEMOLITION; BUT SHALL NOT BE HELD TO BE ALL
INCLUSIVE.
2.CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION OF
NEW CONSTRUCTION AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF THE FINISHED
WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED THROUGH OUT THE
ENTIRE SET OF DOCUMENTS.
3.CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL, TO INSURE SUCH
REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION
INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE IMPAIRED, NOTIFY THE ARCHITECT/ENGINEER
IMMEDIATELY.
4.REMOVE ALL DAMAGED OR EXISTING FINISH MATERIALS FROM REMAINING WALLS, PARTITIONS AND
COLUMNS (GYPSUM BOARD,WALL FABRIC, PANELING, TILE, MASONRY, CONCRETE, ETC...). PATCH
WALLS AND COLUMNS AS REQUIRED TO RECEIVE NEW FINISH MATERIALS.
5.CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING AND MAINTAINING DUST TIGHT
TEMPORARY CONSTRUCTION BARRIERS TO ALL AREAS WITHIN THE CONSTRUCTION LIMIT LINES,
DURING THE CONSTRUCTION PROCESS. LOCATIONS SHALL BE COORDINATED WITH THE OWNER AND
ARCHITECT.
6.ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND ASSOCIATED WORK AREAS SHALL
BE KEPT CLEAN OF DEBRIS BY THE CONTRACTORS DAILY.
7.PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN" FIXTURES AND
EQUIPMENT REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION.
8.REFER TO REMAINING DRAWINGS FOR RECONSTRUCTION. ALL CONTRACTORS SHALL COORDINATE
THE DEMOLITION AND RECONSTRUCTION WORK, TO BE ASSURED THAT THEIR WORK IS
COMPLIMENTARY TO THE WORK OF ALL OTHER CONTRACTORS AND COMPLETE IN ALL RESPECTS.
9.UNLESS NOTED OTHERWISE ALL DEMOLITION MATERIAL BECOMES THE PROPERTY OF THE
CONTRACTORS AND IS TO BE REMOVED FROM THE PROPERTY, IN A LEGAL MANNER. THE OWNER
RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM ITEMS WHETHER OR NOT
THOSE ITEMS WERE SPECIFICALLY NOTED FOR REMOVAL, RELOCATION, OR AS RETURNED TO
OWNER AND SAME SHALL BE RETURNED TO OWNER.
10.THE CONTRACTOR RESPONSIBLE FOR GENERAL DEMOLITION WORK SHALL COORDINATE ANY AND ALL
ASBESTOS REMOVAL WITH THE OWNER. ALL ASBESTOS REMOVAL WILL BE PREFORMED BY A LICENSED
ASBESTOS REMOVAL CONTRACTOR. THIS TYPICALLY INCLUDES FLOOR TILE, TILE MASTIC AND PIPE
INSULATION.
11.ITEMS SHOWN IN LIGHTER PEN WEIGHTS ARE EXISTING TO REMAIN.
12.GENERAL CONTRACTOR RESPONSIBLE FOR PATCHING ALL REMOVED ELECTRICAL OUTLETS.
ELECTRICAL CONTRACTOR TO PROVIDE GENERAL CONTRACTOR WITH QUANTITIES.
13.REMOVE EXISTING FINISHES AS REQUIRED TO INSTALL NEW FINISHES. PREPARE SURFACES TO
RECEIVE NEW FINISH AS PER FINISH MANUFACTURER'S PRINTED INSTRUCTIONS, SEE FINISH
SCHEDULE FOR NEW FINISHES.
14.REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED,
UNLESS OTHERWISE NOTED.
THESE NOTES SHALL APPLY TO ALL DEMOLITION
DRAWINGS AND TO ALL CONTRACTORS AND/OR
SUBCONTRACTORS THAT WORK ON THIS PROJECT.
INDICATES EXISTING WALL TO BE REMOVED IN ITS ENTIRETY.
INDICATES EXISTING DOOR, FRAME AND ASSOCIATED
HARDWARE TO BE REMOVED IN ITS ENTIRETY. SEE DOOR
SCHEDULE FOR ITEMS TO BE SALVAGED AND REUSED IN
OTHER AREAS.
THESE NOTES APPLY TO ALL FLOOR PLANS, AND TO
ALL CONTRACTORS AND/OR SUBCONTRACTORS THAT
WORK ON THIS PROJECT.
1.OWNER WILL REMOVE ALL FURNISHINGS, LOOSE EQUIPMENT, SUPPLIES, ETC.... PRIOR TO CONSTRUCTION
COMMENCING.
2.ALL EQUIPMENT AND MATERIALS LABELED AS "SALVAGE" OR "RELOCATE AS DIRECTED BY OWNER" SHALL BE
REMOVED, PROPERLY PROTECTED AND TRANSPORTED TO A LOCATION ON THE PREMISES AS DIRECTED BY THE
OWNER.
3.ALL GENERAL CONTRACTORS AND THEIR SUBCONTRACTORS 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.
4.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING IN WRITING THE OWNER ON A WEEKLY BASIS
OF THE CONSTRUCTION SCHEDULE FOR THE APPROACHING TWO WEEKS CONSTRUCTION ACTIVITY. ANY STORAGE OF
MATERIALS, ACCESS OR EGRESS PROBLEMS, TRAFFIC FLOW OR NORMAL OWNER OPERATIONS WHICH ARE TO BE
AFFECTED MUST BE PROTECTED AND/OR AGREED UPON BY THE OWNER. ALL COSTS SHALL BE INCURRED BY THE
GENERAL CONTRACTOR.
5.THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY WOOD BLOCKING FOR ALL TRADES. THIS BLOCKING
SHALL BE FIRE RETARDANT.
6.ANY PLASTER WORK REQUIRING NEW FINISH SHALL BE SMOOTH, SOUND AND IN A FLUSH PLANE BEFORE FINISH
APPLICATION. CONTRACTOR SHALL REPAIR THE SURFACE FOR THE NEW FINISH AS SCHEDULED.
7.ALL FIRE RATED WALLS AND FLOOR PENETRATIONS MUST COMPLY WITH ASTME-814.
8.ITEMS SHOWN IN LIGHTER PEN WEIGHT ARE EXISTING TO REMAIN.
9.REMOVE ALL DAMAGED GYPSUM BOARD, MASONRY, CONCRETE, PLASTER, ETC... FROM EXISTING SURFACES AND
REPAIR TO MATCH ADJACENT CONSTRUCTION PRIOR TO REFINISHING. ALL SURFACES SHALL BE SMOOTH AND IN A
FLUSH PLANE.
10.ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND ASSOCIATED WORK AREAS SHALL BE KEPT
CLEAN OF DEBRIS BY THE CONTRACTORS DAILY.
11.PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN" FIXTURES AND EQUIPMENT
REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION.
12.REFER TO REMAINING DRAWINGS FOR RECONSTRUCTION. ALL CONTRACTORS SHALL COORDINATE THE DEMOLITION
AND RECONSTRUCTION WORK, TO BE ASSURED THAT WORK IN EITHER OF THESE AREAS IS COMPLEMENTARY TO THE
OTHER AND COMPLETE IN ALL RESPECTS. ANY CONFLICTS OR APPARENT DEFICIENCIES MUST BE SUBMITTED TO THE
ARCHITECT IN WRITING PRIOR TO BIDDING.
13.ALL WALL HUNG CASEWORK REQUIRES CONTINUOUS HORIZONTAL WOOD BLOCKING BETWEEN STUDS AT TOP AND
BOTTOM OF CASEWORK. BRACE WALL TO DECK AS REQUIRED.
14.ALL DIMENSIONS ARE FROM FACE OF BASE MATERIAL (STUD/CMU) TO FACE OF BASE MATERIAL (STUD/CMU) UNLESS
NOTED OTHERWISE.
15.PORTIONS OF THE BUILDING SHALL BE OCCUPIED DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL
FOLLOW THE FOLLOWING LIFE SAFETY ISSUES. FAILURE TO LIST ALL LIFE SAFETY ISSUES DOES NOT RELIEVE THE
CONTRACTORS FROM COMPLYING WITH FEDERAL, STATE AND LOCAL CODES, THE CONTRACTUAL AGREEMENT
BETWEEN THE CONTRACTOR AND OWNER, AND OTHER GOVERNING BODIES WHICH HAVE JURISDICTION ON THIS
PROJECT. THE FOLLOWING ARE INTERIM LIFE SAFETY CODE ISSUES WHICH ARE SPECIFIC TO THIS PROJECT AND MUST
BE ADDRESSED:
a.INSURE ALL EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. STAFF AND PERSONNEL SHALL
RECEIVE TRAINING AND WRITTEN NOTIFICATION IF ALTERNATIVE EXITS MUST BE DESIGNATED.
b.INSURE FREE AND UNOBSTRUCTED ACCESS TO EMERGENCY DEPARTMENTS OR SERVICES FOR
EMERGENCY FORCES. COORDINATE WITH OWNER AND ARCHITECT.
c.INSURE FIRE ALARM, DETECTION AND SUPPRESSION SYSTEMS ARE NOT IMPAIRED. A TEMPORARY, BUT
EQUIVALENT, SYSTEM SHALL BE PROVIDED, INSTALLED AND TESTED PRIOR TO ANY EXISTING FIRE
SYSTEM BEING IMPAIRED.
d.INSURE TEMPORARY CONSTRUCTION PARTITIONS ARE SMOKE TIGHT AND BUILT OF NON COMBUSTIBLE
MATERIALS. THESE PARTITIONS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT.
e.SMOKING SHALL BE PROHIBITED EXCEPT IN DESIGNATED AREAS OF THE BUILDING.
f.DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING AND DEBRIS REMOVAL PROCEDURES THAT
REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD TO THE LOWEST LEVEL NECESSARY FOR DAILY
OPERATIONS.
g.IOSHA REQUIRES MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL MATERIALS BEING USED OR STORED
ON THIS PROJECT BE MADE AVAILABLE TO ALL WORKERS ON THIS JOBSITE. COPIES MUST BE PROVIDED
TO THE OWNER'S DIRECTOR OF SECURITY, IMMEDIATELY, AS WORK BEGINS.
h.SECURE ALL TOOLS AND CONSTRUCTION MATERIALS DURING BREAKS AND NON-CONSTRUCTION
HOURS.
1.ALIGN ALL CEILING AND BULKHEAD REVEALS, CONTROL OR SEISMIC JOINTS WITH THE
ADJACENT REVEAL, CONTROL OR SEISMIC JOINTS IN WALLS INDICATED ON
ELEVATIONS.
2.ALL CEILING AND BULKHEAD HEIGHTS INDICATED ARE TO FINISHED FACE OF GYPSUM
BOARD OR TO THE BOTTOM FACE OF ACOUSTICAL CEILING TILE PAD, UNLESS NOTED
OTHERWISE.
3.CEILING CONTRACTOR TO PROVIDE ALL CEILING GRID TO SUPPORT HVAC SUPPLY
DIFFUSERS AND RETURN GRILLS.
4.DEVICES OTHER THAN LIGHTING AND DIFFUSERS ARE SHOW IN APPROXIMATE
LOCATIONS, FINAL LOCATION TO BE COORDINATED WITH ALL TRADES AND
ARCHITECT.
5.AT LOCATIONS WHERE GYPSUM BOARD CEILINGS ARE INDICATED, THE CONTRACTOR
HAS THE OPTION TO USE LIGHT GAGE METAL FRAMING OR SUSPENDED GYPSUM
BOARD GRID UNLESS OTHERWISE DETAILED. THE CONTRACTOR WILL COORDINATE
ANY MODIFICATIONS WITH THE OTHER TRADES ON THE PROJECT. THE CEILING
CONTRACTOR'S FINAL MEANS AND METHODS WILL NOT CONFLICT WITH THE WORK
OF OTHERS OR THE INTENT OF THESE DOCUMENTS.
6.WHERE EXISTING SUSPENDED ACOUSTICAL CEILINGS ARE SCHEDULED TO REMAIN,
CUT AND PREP THE CEILING GRID IN PREPARATION FOR REPAIRING. SALVAGE
ENOUGH CEILING PADS FOR RECONSTRUCTION. STORE AND PROTECT ALL
MATERIALS. USE NEW MATCHING MATERIALS FOR RECONSTRUCTION AS REQUIRED.
7.SEE THE ROOM FINISH SCHEDULE FOR ADDITIONAL COMMENTS REGARDING
MATERIALS AND FINISHES.
8.THE DESIGNATION 'CJ' INDICATES GYPSUM BOARD CONTROL JOINTS. WHERE
INDICATED PROVIDE USG #093 ZINC CONTROL TYPICAL. INSTALL JOINT THROUGH
THE FULL EXTENTS OF ANY GYPSUM CEILING OR BULKHEAD. WHERE THE GYPSUM
CEILING COMPONENT MEETS A GYPSUM WALL, EXTEND THE CONTROL JOINT DOWN
TO THE FLOOR TYPICAL.
9.THE GENERAL CONTRACTOR WILL PROVIDE AND INSTALL ALL SUPPLEMENTAL AND/
OR MISCELLANEOUS STEEL FRAMING AS REQUIRED BY THEMSELVES OR BY THEIR
SUBCONTRACTORS FOR THE INSTALLATION OF THE EQUIPMENT SCHEDULED AND
SPECIFIED. NOT ALL OF THE REQUIRED SUPPORT STEEL MAY BE DETAILED OR
CALLED OUT FOR IN THESE DOCUMENTS. COORDINATE ALL REQUIREMENTS WITH THE
SPECIFICATIONS, EQUIPMENT SUPPLIERS AND SUBCONTRACTORS. THERE WILL BE NO
CHANGE ORDERS TO THE PROJECT FOR SUPPLEMENTAL STEEL WHERE OMISSIONS
MAY OCCUR IN THE BIDDING DOCUMENTS.
THESE NOTES APPLY TO ALL CONSTRUCTION DRAWINGS AND TO
ALL CONTRACTORS AND/OR SUBCONTRACTORS THAT WORK
WITHIN THIS BUILDING.
Architectural:
Nick Slater
Kyle Hardie
MSKTD & Associates
317.917.1190
Interiors:
Sarah Savage
MSKTD & Associates
317.917.1190
ROOM NAME
101
1t
1
A
101A
A101
1 SIM
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
X
X
SHEET NUMBER
DETAIL NUMBER
NEW DOOR
AND FRAME
SPECIFIC
CONSTRUCTION
NOTES
ROOM NAME
AND NUMBER
ELEVATION
SYMBOL
PLAN DETAIL
NEW COLUMN
LINE
EXISTING COLUMN
LINE
SECTION
PARTITION TYPE
WINDOW ELEVATION
SYMBOL
TOILET ACCESSORY
1 SPECIFIC
DEMOLITION
NOTES
1i3.5Ax / Xx-x
1
A101
EXTEND TO 6" A.F.C.
1.5A 1.5B
3 5/8" METAL
STUD @ 16" O.C.
5/8" GYPSUM
BOARD EACH SIDE
SOUND
ATTENUATION
BLANKET
INSULATION
3 5/8" METAL
STUD @ 16" O.C.
5/8" GYPSUM
BOARD
EXTEND TO 6" A.F.C.
1'-5"
MIN.
1'-7"
TO
SEAT
HDCP.
MAX.
1'-5" MIN.
SPACE MUST REMAIN
FREE AND CLEAR OF
OBSTRUCTION
2'-10"
HDCP
MAX.
2'-3"
HDCP
MIN.
8"
6"
9"2'-5"
MIN.
WALL MOUNT
WATER CLOSET
17" - 19"
MIN.
CLEAR
2'-3"
HDCP
MIN.
9"
MIN.
8"
MAX
6"
MAX
3'
-
0"
HDCP
DRINKING
FOUNTAIN
59" MIN. (AT FLOOR-MOUNTED TOILET)
4'
-
10"
1'
-
0"
56" MIN. (AT WALL-HUNG TOILET)
TOILET PARTITION
(WHERE OCCURS)
6"
12" MIN.
24" MIN.
16" - 18"33"
-
3
6"
17"
-
19"
17"
MAX.
ACC
ESSIBL
E
HEIG
HT
24"
STD.
3'
-
6"
1'
-
0"
2' - 0"
15" MIN.
WATER CLOSET SIDE WALL
1 1/2" DIA. GRAB BAR WITH
1 1/2" GAP FROM WALL
WATER CLOSET BACK
WALL
URINAL
ACCESSIBLE
SEAT
HT.TOILET PAPER
MOUNTING AREA
URINAL SCREEN
(WHERE OCCURS)
LAVATORY OR VANITY SINK
60" MIN.
MIN.
9"
6"
TOE SPACE
6"
TOE SPACE
SEE PLANS FOR
PROJECT-SPECIFIC
DIMENSIONS
SEE PLAN
NOTES:
1.REFERENCE THE
CURRENT APPLICABLE
STATE AND FEDERAL
ACCESSIBILITY
STANDARDS FOR
ACCESSIBLE DESIGN.
2.SEE FLOOR PLANS AND
OTHER DETAILS FOR
APPLICABLE PROJECT
SPECIFIC
REQUIREMENTS AND
DIMENSIONS.
3.AMBULATORY
ACCESSIBLE
COMPARTMENTS AND
FIXTURES, WATER
CLOSETS, AND TOILET
COMPARTMENTS FOR
CHILDREN'S USE ARE
NOT SHOWN. SEE
APPLICABLE CODES FOR
REQUIREMENTS.
39" - 41"
54" MIN.
42" MIN.
12" MAX.
MIN.
1
1/2"
15"
MIN.
7" - 9"MIN.
9"
TOILET PARTITION
(WHERE OCCURS)
VERTICAL GRAB BAR
36" MIN.
STANDARD ROLL-IN-TYPE
SHOWER WITH SEAT
60" MIN. WIDTH
30" MIN. DEPTH
STANDARD ROLL-IN-TYPE
SHOWER WITH SEAT
MAX.
6"
MAX.
6"
33"
-
36"MIN.
1 1/2"
38"
MIN.
48
"
MAX.
27" MAX.
17"
-
19
"
SEAT
HEIGHT
CONTROL
LOCATION
FOLDING-TYPE
ACCESSIBLE
SHOWER SEAT
33"
-
36"
BACK WALL
ALL METAL STUD WALLS OVER 10'-0" TALL SHALL BE
LATERALLY BRACED ABOVE 10'-0" WITH 1 1/2" COLD
ROLLED CHANNELS AT 48" O.C. VERTICALLY.
ATTACHMENT SHALL BE AS DESCRIBED AND
ILLUSTRATED IN THE "UNIMAST INCORPORATED",
STEEL FRAMING SYSTEMS, TECHNICAL
INFORMATION MANUAL.
0=EXISTING
1=METAL STUDS
2=MASONRY
3=WOOD
4=CONCRETE
5=MISC
0=EXISTING
O= EXISTING CONSTRUCTION
MATERIALS AND SIZE OF WALL
ARE TO BE VERIFIED BY THE
GENERAL CONTRACTOR
1=METAL STUDS
1=7/8"
2=1 5/8"
3=2"
4=2 1/2"
5=3 5/8"
6=4"
7=6"
8=EXTERIOR COMPOSITE WALLS
9= INTERIOR COMPOSITE WALLS
2=MASONRY
1=1 5/8"
2=2 5/8"
3=3 5/8"
4=5 5/8"
5=7 5/8"
6=9 5/8"
7=11 5/8"
8=EXTERIOR COMPOSITE WALLS
9=INTERIOR COMPOSITE WALLS
3=WOOD
1=1 1/2" (2")
2=2 1/2" (3")
3=3 1/2" (4")
4=4 1/2" (5")
5=5 1/2" (6")
6=7 1/4" (8")
7=9 1/4" (10")
8=EXTERIOR COMPOSITE WALLS
9=INTERIOR COMPOSITE WALLS
4=CONCRETE
1=4"
2=6"
3=8"
4=10"
5=12"
6=18"
7=24"
8=EXTERIOR COMPOSITE WALLS
9=INTERIOR COMPOSITE WALLS
5=MISC
1=PRE-ENGINEERED BUILDING
DESCRIBES THE BASE WALL
MATERIAL
INDICATES THE DEPTH OF
THE BASE WALL MATERIAL
1 . 5 A
DESCRIBES THE MATERIALS BEING
USED TO COVER THE BASE WALL
MATERIALS. SEE SHEET A0.1
48"
MAX.
2'
-
10"
HDCP.
15"
MIN.
SANITARY NAPKIN
DISPOSAL
TO
OPERABLE
MECH
ANISM
4'
-
0"
MAX.
SOAP DISPENSER
48"
M
AX
H
DCP.
54"
M
AX.
TOILET SEAT COVER
DISPENSER
SANITARY NAPKIN /
TAMPON DISPENSER
TO
OPERABLE
MECHANISM
48"
HDCP.
FORWARD
REACH
TO
OPE
RABLE
MECHANISM
54"
MAX.
SIDE
R
EACH
ROBE HOOK SHOWER CURTAIN ROD HAND DRYER
48"
MAX.
HDCP.
6'
-
0"
6'
-
8"
MAX.
HDCP.
4'
-
0"
CENTERLINE OF
UPPER MOST
CONTROL
CL
6"
MIN.
STAINLESS STEEL
HINGED ACCESS PANEL
1'-4" X1'-4"
STAINLESS STEEL
HINGED ACCESS PANEL
1'-4" X1'-4"
3'
-
6"
MAX.
ACCESS PANEL BELOW
LAVATORY
ACCESS PANEL ABOVE
TOILET
48"
MAX.
TO
OPERABLE
MECHANISM
48"
MAX.
MIRROR PAPER TOWEL
DISPENSER
ABOVE
LAVATORIE
S,
SINKS,
OR
COUNTE
RS
40"
MAX.*
SEE
PLAN
ROOM SIGNAGE
5'
-
0"
4"
SURFACE MOUNTED
FULL-LENGTH MIRROR
SEE PLAN
SEE
PLAN
1'
-
4"OTHER
CONDITIONS
ROBE
HOOK
48"
MAX.
SHELVES
40"
MIN.
-
48"
MAX.
*DIMENSION IS TO BOTTOM
OF REFLECTIVE SURFACE
TOILET PAPER
DISPENSER
15"
MIN.
7" - 9"
PROPOSED USE Healthcare Clinic
CLASSIFICATION B-Business IBC sec. 308.3
CONSTRUCTION TYPE Type I-A IBC Table 601
AUTOMATIC SPRINKLERS Fully Sprinkled, Class I
FLOOR AREA Medical Office Suite 5,530 sq. ft.
HEIGHT (7) Seven Stories 106' - 8"
FIRE RESISTANT REQUIREMENTS
Structural Frame 3-Hours IBC Table 601
Exterior Bearing Walls 3-Hours
Floor 2-Hour
Roof 1-1/2 Hour
Shafts 1-Hour (Less than 3-Stories)IBC 707.4
2-Hours (4 Story)
Stairs 1-Hour (Less than 3-Stories)IBC 1005.3.2
2-Hours (4 Story)
APPLICABLE CODES
NFPA 101 Life Safety Code: 2000 Edition. Chapter 18 New Healthcare Occupancies
Guidelines for Design and Construction of Hospital and Healthcare Facilities: 2001 Edition.
Indiana Fire Prevention and Building Safety Code IAC 675
General Administrative Rules (GAR)
Building Code:2014 Indiana Building Code
Plumbing Code:2012 Indiana Plumbing Code (IPC)
Electrical Code:2009 Indiana Electrical Code (IEC)
Mechanical Code:2014 Indiana Mechanical Code (IEC) with Indiana Amendments
The Indiana Energy Conservation Code (IECC), 2010 Edition
(consisting of ASHRAE 90.1, 2007 Edition with Indiana Amendments)
Fire Code:2014 Indiana Fire Code (IFC)
Handicapped Accessiblility Code: 2014 Indiana Building Code Chapter 11
(consisting of 675 IAC 13-2.5-12 Chapter 11)
1 HOUR FIRE (Hazardous Rooms)
2 HOUR FIRE (Occupancy Separation, Smoke Proof Enclosures, Exit
Passageways, and Vertical Openings
SMOKE BARRIER WALL (1 Hour Rated Walls, 20 Min. Rated Doors)
TRAVEL DISTANCE
SMOKE TIGHT EXIT ACCESS CORRIDOR
(Non-Rated Corridors; Hazardous Areas)
FEC -Fire Extinguisher Cabinet
DAVID
ARCHI T E C T
R E G I S TERED
AR10500075
STATE OF
I IND A AN
No.
SL
T
A
E
R
N I C H LOAS
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
CERTIFICATION
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
PROJECT NO.DATE
6777 09-23-15
MSKTD& Associates
Indiana
University
North
Hospital
-
Outpatient
Rehab
9/22/2015
4:52:34
PM
General Information
A0-1
11700
N.
Meridian
Street
|
Carmel,
Indiana
46032
Renovation
of
General Demolition Notes General Reconstruction Notes General Ceiling Plan Notes Contacts
Graphic Symbols
Partition Types
Plumbing Fixture Mounting Heights
Partition Standards
Toilet Accessory Mounting Heights
Code Summary
1/16" = 1'-0"
First Floor Life Safety Plan
Rated Wall Legend
REVISIONS DATE BY