HomeMy WebLinkAboutIndex - 190204SCOPE NOTES
IN THE EVENT OF QUESTIONS REGARDING THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REVIEWED SHOP DRAWINGS AND SUBMITTALS BY
CONTRACT DOCUMENTS SPECIFICATIONS EXISTING
FAMILIARIZINGHIM F WITH THE PROJECT P F
SEAL E ULEC E O
OTHERS HA NOT CONSIDERED A PART F
E S SHALL 0 BE SOH ED S 0
CONDITIONS DESIGN INTENT, THE CONTRACTOR
D D
WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES.
T TS
THE CONTRACT DOCUMENTS. THE ARCHITECT
SHALL BE RESPONSIBLE FOR OBTAINING
ES
THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE
ASSUMES NO RESPONSIBILITY FOR DRAWINGS,
CLARIFICATION FROM THE ARCHITECT PRIOR TO BID
FOR THE R F A A liSCHEDULES,A
0 ADVISING E OVINE 0 ALL LONG LED EMS
RSPECIFICATIONSDF R RK
ND 0 0 WO
SUBMITTAL AND PROCEEDING WITH ANY WORK
AFFECTING THE PROJECT SCHEDULE AND SHALL
ON PROJECT PR PAR Y OTHERS. 0 EPREPARED B O EARS
IN QUESTION.
UPON REQUEST FROM THE OWNER, SUBMIT ORDER
CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG
THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS,
THESE CONTRACT DOCUMENTS ARE INTENDED TO
LEAD ITEMS i0 THE OWNER.
SUBMITTALS AND SAMPLES FOR CONFORMITY WITH
DESCRIBE ONLY THE SCOPE AND APPEARANCE OF
ALL CONTRACTOR OR SUPPLIER REQUESTS FOR
THE CONTRACT DOCUMENTS AND RETURN THEM TO
THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE
SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE
THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS
PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF
SUBMITTED, ACCOMPANIED BY THE IN WRITING,
EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY
OF ITS COMPONENTS. IT IS THE CONTRACTOR'S
THE OWNER.
RESPONSIBILITY TO INSURE THAT ALL WORK
ALTERNATIVE PRODUCT INFORMATION, TO THE
COMPLETED AND MATERIALS INSTALLED BE IN FULL
ARCHITECT, NOLATER THAT TEN BUSINESS
THE CONTRACTOR SHALL NOT REPRODUCE AND MARK
COMPLIANCE AT MINIMUM, WITH ALL APPLICABLE
DAYS, PRIOR TO BID OPENING DATE.TE. SUBSTITUTIONS
UP ANY PART OF THE CONTRACT DOCUMENTS FOR
CODES, REGULATIONS, AND ORDINANCES HAVING
SHALL ONLY BE CONSIDERED IF THEY N
SUBMITTAL A SHOP DRAWING. ANY SUCH
JURISDICTIONAL AUTHORITY OVER THE PROJECT.
SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE
SUBMITTAL WILL REJECTED.
WILL
WARRANTY. UNDER NO CIRCUMSTANCES WILL THEE
ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE
OWNER BE REQUIRED TO PROVE THAT A PRODUCT
THAN THE INITIAL RENEW AND ONE (1) ADDITIONAL
THESE CONTRACT DOCUMENTS 00 NOT ATTEMPT TO
PROPOSED FOR SUBSTITUTION IS OR IS NOT OF
REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF
INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS
EQUAL QUALITY TO THE PRODUCT SPECIFIED.
THE SCOPE OF THE PROJECT. THE TIME REQUIRED
TRADE. THEY ARE PERFORMANCE SPECIFICATIONS
FOR THIRD AND SUBSEQUENT REVIEWS OF A
IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED
UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR
ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN
SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.
SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR
STRICT CONFORMANCE TO THE MANUFACTURER'S
REFER TO PLANS, SECTIONS AND DETAILS FOR ALL
TO THE ARCHITECT AT THE ARCHITECT'S STANDARD
RECOMMENDED SPECIFICATIONS, EXCEPT IN THE
DIMENSIONAL INFORMATION.
BILLING RATES, PLUS REIMBURSABLE EXPENSES.
CASE WHERE THE CONTRACT DOCUMENTS ARE MORE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
STRINGENT. ANY MISCELLANEOUS ITEMS OR
INSTALLATION OF ALL SELECTED MATERIALS WHICH
VERIFICATION OF ANY EXISTING CONDITIONS AND ALL
MATERIALS NOT SPECIFICALLY NOTED. BUT REQUIRED
SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE
CRITICAL DIMENSIONS ASSOCIATED WITH THE
FOR PROPER INSTALLATION SHALL BE FURNISHED
FINAL ACCEPTANCE. UNLESS OTHERWISE NOTED.
PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM
AND INSTALLED BY THE CONTRACTOR.
THAT ALL WORK OUTLINED WITHIN THE CONTRACT
ALL WORK SHALL BE WARRANTED SATISFACTORY, IN
THE CONTRACTOR SHALL PRESERVE ALL PRINTED
DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR
MATERIALS AND WORKMANSHIP FOR A PERIOD OF
INSTRUCTIONS AND WARRANTY INFORMATION THAT IS
TO BID OPENING. THE CONTRACTOR SHALL NOTIFY
ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY
PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND
THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED
CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT,
DELIVER SAID PRINTED MATTER TO THE OWNER AT THE
WHICH MAY AFFECT BUILDING CODE COMPLIANCE,
OR PRODUCT, WHICHEVER IS LONGER. ONLY
TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR
LIFE SAFETY, ISSUANCE OF CERTIFICATE OF
COMPETENT MECHANICS CAPABLE OF PRODUCING
SHALL INSTRUCT THE OWNER IN THE PROPER USE
OCCUPANCY, OR COMPLETION OF THE PROJECT AS
GOOD WORKMANSHIP CUSTOMARY TO THE TRADE
OF THE EQUIPMENT FURNISHED BY THEIR TRADE.
DIRECTED IN THE CONTRACT DOCUMENTS.
SHOULD BE USED. COMMENCING WORK BY A
GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH
NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK
CONTRACTOR OR SUBCONTRACTOR CONSTITUTES
CONSTRUCTION CLEANING AT PROJECT CLOSE OUT,
OMITTED FROM THE CONTRACTOR'S 810 DUE TO LACK
ACCEPTANCE OF THE CONDITIONS AND SURFACES
PRIOR TO PUNCH LIST WALK THROUGH.
OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS
CONCERNED. IF ANY SUCH CONDITIONS ARE
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF
OTHERWISE APPROVED BY THE OWNER FOR WORK
UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE
ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF
ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT
NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE
ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT
ACCESSIBLE PRIOR TO CONSTRUCTION.
PERFORMED UNTIL THE CONDITIONS ARE CORRECTED.
FOR REVIEW.
ALTERNATE PRICING
DEDUCT ALTERNATE ii
ENTIRE GYMNASIUM TO BE TARKETT LUMAFLEX ELITE WITH OMNISPORTS 3.5mm TOPPING.
RECESS SLAB FOR THIS CONFIGURATION AS NOTED IN I/A5.8. SEE I/A5.8 FOR
TRANSITION FROM GYMNASIUM FLOORING TO CONCRETE. SEE STRUCTURAL DRAWINGS
FOR DETAILS ON HOW TO RECESS SLAB.
COLOR OF LUMAFLEX ELITE TO CHANGE AT LOCATIONS INDICATED ON A6.4 VERIFY
EXACT COLOR/FINISH WITH OWNER PRIOR TO INSTALL.
CONTACT TARKETT WITH ANY QUESTIONS: DINAMARIE LOUDENSLAGER, REGIONAL SALES
MANAGER, (612)346-0706, DINAMARIE.LOUDENSLAGEROTARKETTSPORTS.COM.
REFER TO PROJECT MANUAL WHEN APPLICABLE FOR
ADDITIONAL REQUIREMENTS AND DIRECTIONS.
ALL INTERIOR FINISHES SHALL COMPLY WITH
CHAPTER EIGHT 8 OF THE 2012 INTERNATIONAL
BUILDING CODE WITH INDIANA AMENDMENTS.
LIGHT CAGE METAL STUDS; STUDS, THEIR COMPONENTS
AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE
WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL
AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS
AND CALCULATIONS SUBMITTED FOR REVIEW.
STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL
LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT.
DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD
SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL.
METAL STUDS SHALL BE DESIGNED TO SUPPORT THE
LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO
THE WEIGHT OF THE MATERIALS ATTACHED TO THE
METAL STUDS. METAL STUDS SHALL BE DESIGNED USING
THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE
INTERNATIONAL BUILDING CODE, 2012 EDITION. NO
INCREASE IN ALLOWABLE STRESS IS ALLOWED.
DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED
TO 40 OF THE STUD SPAN. FOR CANTILEVERS, THE
DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE
CANTILEVER SHALL BE LIMITED TO m' OF THE
CANTILEVER DIMENSION.
METAL STUD MANUFACTURER SHALL DETERMINE FINAL
LAYOUT AND GAUGE OF STUDS TO MEET THE
ARCHITECTURAL AND STRUCTURAL REQUIREMENTS.
WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE
GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH
RELATIVE HUMIDITY PROVIDE FASTENERS AND
ANCHORAGES WITH A HOT DIP ZINC COATING OF G90
COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS
AND ANCHORAGES OF TYPE 304 STAINLESS STEEL.
WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN
CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED
FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT
ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND
ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU.
ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED
OTHERWISE.
UNDERSIDE
OF ROOF DECK
B.O. TRUSS
4
CEILING LINE
a
SEE REFLECTED CEILING
PLAN FOR HEIGHT.
2X4 WD STUDS 0 16" O.C.
WITH ONE LAYER OF a"
GYPSUM BOARD (AT
OUTSIDE FACE OF WALL)
AGAINST PRE -CAST
2X6 WD STUDS 0 16" O.C.
CONCRETE PANEL (SEE 2X4 WD STUDS 0 16" O.C.
2X4 WD STUDS 0 16" O.C.
WITH 2 LAYERS OF a"
WALL SECTIONS FOR WITH ONE LAYER OF a"
WITH ONE LAYER OF IN
GYPSUM BOARD 0 EACH
PRE -CAST PANEL GYPSUM BOARD 0 EACH
GYPSUM BOARD 0 EACH
SIDE. EXTEND STUDS AND
CONSTRUCTION). EXTEND SIDE. EXTEND GYP BD TO
SIDE. EXTEND GYP BD AND
GYP BD. TO UNDERSIDE OF
GYP BD TO MIN OF 4" MIN OF 4" ABOVE
STUD TO UNDERSIDE OF
ROOF DECK AND SEAL
ABOVE ADJACENT CEILING ADJACENT CEILING LINE.
ROOF DECK.
BETWEEN GYP BD AND
LINE.
a
SE BLY.
PROVIDE SOUND BATTS
PROVIDE SOUND BATTS PROVIDE SOUND BATTS
PROVIDE SOUND BATTS
I U TIO T M TC L
INSULATION TO MATCH WALL INSULATION i0 MATCH WALL
INSULATION TO MATCH WALL
I 4A
WIDTH AT WALL TYPE W3A WIDTH AT WALL TYPE W2A
WIDTH AT WALL TYPE W1A
ONLY.
d0
ONLY. ONLY.
0 ONLY.
BOTTOM PLATE TO BE
BOTTOM PLATE TO BE BOTTOM PLATE TO BE
BOTTOM PLATE TO BE
TREATED 2X MEMBER
TREATED 2X MEMBER TREATED 2X MEMBER
TREATED 2X MEMBER
TYPE W4
TYPE W4A
(PROVIDE TWO HOUR RATED
UNDERWRITERS LABORATORY
WALL ASSEMBLY U411 OR
EQUAL)
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulaiions
of State and meal Codes
City BE Cei
�VT�tewsRNWA�
DATE: \ 06/17/19
TYPE W3
TYPE W3A
TYPE W2
TYPE W2A
TYPE W I FIN. FLOOR
TYPE W I A
WALL TYPE GENERAL NOTES
Ni WALL HEIGHT AS MARKED ON PLANS IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FINISH SCHEDULE FOR ALL
CONJUNCTION WITH WALL TYPE SYMBOL WILL WALLBOARD ON ALL PLUMBING WALLS. USE i" FINISH SELECTIONS; CEILING TYPES AND HEIGHTS:
SUPERCEDE WALL HEIGHTS AS SHOWN ABOVE. CEMENT BOARD INSTEAD OF GYP BOARD AND TYPES, SIZES AND LOCATIONS ETC.
SEE SYMBOLS LEGEND THIS SHEET. BEHIND ALL TILE FINISHES.
FOR INFORMATION ONLY. BATT INSUALTION
AND DRYWALL ARE BY FUTURE TENANTS AND
NOT PART OF THE SHELL WORK UNLESS
SPECIFICALLY CALLED FOR IN THE WALL
SECTIONS/DETAILS (A5.1-A5.6).
WALL TYPES
NOT TO SCALE
ABBREVIATIONS
AFT
ABOVE FINISHED FLOOR
FD
FLOOR DRAIN
OD
OUTSIDE DIAMETER
ACT
ACOUSTICAL CEILING TILE
FIN
FINISH
OPNG
OPENING
APP
APPROXIMATE
F R
L
FLOOR
OPP
OPPOSITE
ARCH
ARCHITECT
FT
FEET
OH
OPPOSITE HAND
AWT
ACOUSTICAL WALL TREATMENT
FD
FLOOR DRAIN
OTO
OUT TO OUT
BLKG
BLOCKING
FE
FIRE EXTINGUISHER
PLAS LAM PLASTIC LAMINATE
B.O.
BOTTOM OF
FEC
FIRE EXTINGUISHER CABINET
PLWD
PLYWOOD
BOT
BOTTOM
PS
PROJECTION SCREEN
GA
GAUGE
CAB
CABINET
GB
GRAB BAR
OT
TILE
CAR
CARPET
GWB
GYPSUM WALLBOARD
R
RISER
RISER
CJ
CONTROL JOINT
RA
RETURN AIR
CL
CENTER LINE
HDWR
HARDWARE
RB
RESILIENT BASE
CMU
CONCRETE MASONRY UNIT
HM
HOLLOW METAL
COL
COLUMN
HORIZ
HORIZONTAL
REF
REFERENCE
CONIC
CONCRETE
HVAC
HEATING, VENTILATING, AIR COND.
RE
RE
REFRIGERATOR
READDD
REQUIRED
CONST
CONSTRUCTION
HW
HOT WATER
RO
ROUGH OPENING
CONT
CONTINUOUS
CT
CERAMIC TILE
JST
JOIST
$A
SUPPLY AIR
CW
COLD WATER
JT
JOINT
SCHED
SCHEDULE
DET
DETAIL
KIT
KITCHEN
SEC
SECTION
OF
DRINKING FOUNTAIN
LAM
LAMINATE
SIM
SIMILAR
DIM
DIMENSION
LAV
LAVATORY
SPECS
SPECIFICATIONS
DRWGS
DRAWINGS
LLH
LONG LEG HORIZONTAL
SF
SQUARE FOOT
LLV
LONG LEG VERTICAL
SA
SUPPLY AIR
EA
EACH
SS
STAINLESS STEEL
EC
EXPOSED CEILING
MAS
MASONRY
STD
STANDARD
EJ
EXPANSION JOINT
MAX
MAXIMUM
STL
EIFS
EXTERIOR INSU. FINISH SYSTEM MB
MARKER BOARD
STEEL
EL
ELEVATION
MECH
MECHANICAL
SUSP
SUSPENDED
EL
ELEVATION
MEZZ
MEZZANINE
TB
TACK BOARD
ENG
ENGINEER
MFR
MANUFACTURER
TEL
TELEPHONE
EXIST
EXISTING
MIN
MINIMUM
T.O.
TOP OF
EXP
EXPANSION
M.O.
MASONRY OPENING
TV
TELEVISION
EXT
EXTERIOR
TYP
TYPICAL
CODE ANALYSIS
APPLICABLE CODES
INDIANA BUILDING CODE
2014 INDIANA BUILDING CODE
INDIANA PLUMBING CODE
2012 INDIANA PLUMBING CODE
INDIANA ELECTRICAL CODE
2009 INDIANA ELECTRICAL CODE
INDIANA FIRE CODE
2014 INDIANA FIRE CODE
INDIANA MECHANICAL CODE
2014 INDIANA MECHANICAL CODE
INDIANA ENERGY CONSERVATION CODE
2010 INDIANA ENERGY CONSERVATION CODE
INDIANA HANDICAPPED ACCESSIBILITY CODE
2009 ANSI A117.1
ADA ACCESSIBILITY GUIDELINES
OCCUPANCY (OVERALL BUILDING)
CLASSIFICATION (302.1 ):
OCCUPANCY (TENANT SPACE)
CLASSIFICATION (302.1 ):
ACCESSORY USES (508.2.1 ):
NON -SEPARATED USES (508.3.2):
SEPARATED USES (508.3.3):
CONSTRUCTION
CLASSIFICATION (602):
AUTOMATIC SPRINKLER SYSTEM
SPRINKLER SYSTEM REQUIRED (903):
SPRINKLER SYSTEM PROVIDED:
ALLOWABLE BUILDING HEIGHT
TABULAR HEIGHT (501
ALLOWABLE BUILDING ARE
TABULAR AREA (503):
TABULAR OCCUPANT LOAD (1004.1.2)
OCCUPANT LOAD FACTOR:
EXERCISE ROOMS
1/50
KITCHEN
1/20D
STORAGE
1/300
ASSEMBLY, UNCONCENTRATED
1/15
BUSINESS
1/100
ACTUAL OCCUPANT LOAD (1004.1.2)
SQUARE FOOTAGE/OCCUPANT LOAD FACTOR:
EXERCISE ROOMS
7,993/50
KITCHEN
629/200
STORAGE
472/30D
ASSEMBLY, UNCONCENTRATED
3,607/15
BUSINESS
144/100
TOTAL OCCUPANTS:
407
FIRE RESISTIVE REQUIREMENTS (601 AND 602)
CONSTRUCTION TYPE:
V-B
STRUCTURAL FRAME:
N/A
EXTERIOR BEARING WALLS:
N/A
A-3
INTERIOR BEARING WALLS:
N/A
EXTERIOR NON -BEARING WALLS:
I
A 3
INTERIOR NON -BEARING WALLS:
N/A
N/A
FLOOR CONSTRUCTION:
N/A
N/A
ROOF CONSTRUCTION:
N/A
N/A
SHAFTS:
N/A
V-B FIRE RESISTANCE RATED CONSTRUCTION (704, 601, 602)
RATED EXTERIOR WALLS: N/A
YES FIRE SEPARATION DISTANCE: N/A
YES UNPROTECTED OPENING ARE: N/A
INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803)
1 FLOOR/40'-0" SEE FINISH SCHEDULE FOR MATERIALS
ALL MATERIALS ARE CLASS A RATED
BUILDING AREA INCREASE
INCREASE FOR SPRINKLERED BUILDING (506.3)
UNLIMITED AREA (507):
FRONTAGE INCREASE (506.1):
If = (F/P-.25)xW/30
TOTAL ALLOWABLE AREA WITH INCREASES:
An =At +(AL xH)+(At x Is)
Aa = FILL IN
6,000 SF FIRE PROTECTION SYSTEMS
STANDPIPE SYSTEM (905): All
300% PORTABLE FIRE EXTINGUISHERS (906.1 ): SEE A1.0
N/A FIRE ALARM AND DETECTION SYSTEMS (907): N/A
N/A SMOKE CONTROL SYSTEMS (901 N/A
SMOKE AND HEAT VENTS (910): N/A
24.000 SF
ACTUAL TOTAL BUILDING HEIGHT AND AREA
BUILDING AREA: 12,444 SF
BUILDING HEIGHT (FEET// FLOORS): 36'-0"/I FLOOR
EGRESS
MINIMUM WIDTH FACTOR (1005.1):
.15
REQUIRED MINIMUM WIDTH FROM SPACE (1005.1):
61.05"
MINIMUM NUMBER OF EXITS (1015):
2
ACTUAL NUMBER OF EXITS:
6
ACTUAL WIDTH OF EXITS:
360"
ALLOWABLE TRAVEL DISTANCE (1016.2):
2501
CORRIDOR CONSTRUCTION (1018.1):
N/A
MINIMUM CORRIDOR WIDTH (1018.2):
44"
MAXIMUM DEAD END CORRIDOR (1018.4):
20'-0"
UON
UNLESS OTHERWISE NOTED
UR
URINAL
VCT
VINYL COMPOSITION TILE
VERT
VERTICAL
VT
VINYL TILE
W/
WITH
W/O
WITHOUT
WB
WOOD BASE
WC
WATER CLOSET
WD
WOOD
WH
WATER HEATER
WP
WORKING POINT
DRAWINGS
COVER
INDEX SHEET
CIVIL
COD
CIVIL COVER SHEET
DID
EXISTING CONDITIONS AND
DEMOLITION PLAN
C2.0
SITE PLAN
C3.0
GRADING AND DRAINAGE PLAN
C3.1
STORM SEWER PUN AND
PROFILE
CAD
STORMWATER POLLUTION
PREVENTION PLAN
C4.1
STORMWATER POLLUTION
PREVENTION DETAILS
C4.2
STORMWATER POLLUTION
PREVENTION NOTES
C5.0
UTILITY PUN
C6.0
STREET PUN AND PROFILE
CTO
GENERAL DETAILS
C7.1
GENERAL DETAILS
C9.0
SPECIFICATIONS
L1.0
LANDSCAPE PUN
CB13435-SITE-4
SITE LAYOUT
SITE SURVEY
SITE SURVEY
STRUCTURAL
S101
FOUNDATION PLAN
S201
LOW ROOF FRAMING PLAN
S202
HIGH ROOF FRAMING PLAN
S203
WALL AND HEADER PLAN
S301
BUILDING SECTION
S401
STRUCTURAL NOTES
S402
STRUCTURAL SCHEDULES
S403
TYPICAL STRUCTURAL DETAILS
S404
TYPICAL STRUCTURAL DETAILS
S405
TYPICAL STRUCTURAL DETAILS
S406
STRUCTURAL DETAILS
S407
STRUCTURAL DETAILS
S600
STRUCTURAL ISOMETRICS
ARCHITECTURAL
ADAI.1 TYPICAL ACCESSIBILITY DETAILS
D1.1 DEMOLITION PLAN
AID
LIFE SAFETY PLAN
A1.1
FLOOR PLAN
A1.1
ENLARGED FLOOR PLAN
A2.1
ROOF PLAN
A3.1
EXTERIOR ELEVATIONS
A4.1
REFLECTED CEILING PLAN
A5.1
WALL SECTIONS
A5.2
WALL SECTIONS
A5.3
S TI NS
A5.4
W L EC ION
A5.5
WALL SECTIONS
I
A5.6
DETAILS
A5.7
DUMPSTER DETAILS
A5.8
SPORTS FLOOR DETAILS
1
S EL
H�
A6.3
�
INTERIOR ELEVATIONS
A6.4
ROOM FINISH PLAN
SYMBOLS
(NOT ALL MAY APPLY) .
KEYED NOTE
0
REFER TO SHEET WHERE SHOWN.
OR P i H WINDOW 0 GLAZED OPENING NG AG. SEE SC ED.
x IF WINDOW - W?, IF STOREFRONT - SF?,
IF RTAI CU NWALL - CW? IV
ID ACCESSORY TAG. SEE ENLARGED TOILET PUNS.
7 X � BUILDING SECTION CUT,
XXXX
ELEVATION TAG - INTERIOR OR EXTERIOR.
CURRAN
= Xx ARCHITECTURE
SECTION CUT AT AREAS SHOWN SMALL SCALE
x/xxx 5719 LAWTON LOOP E. DR. #212
P INDIANAPOLIS IN 46216
ENLARGED LAN.
I(\^/1� O :: 317 .288 .0681
V
F :: 317. 288. 0753
ELEVATION TARGET.
VNEN
FINISH FLOOR No ASSUMED 01 U.O.N.
xxx FINISH TAG. REFER TO LEGEND
REVISION
N PLAN OR TRUE NORTH
CY. BOII INSULATION; WIDTH OF FRAMING U.O.N.
Oft ROOM TAG, REFER TO ROOM FINISH SCHEDULE
ROOM
NAME
F.E. FIRE EXTINGUISHER IN SEMI -RECESSED
O CABINET PROVIDED/INSTALLED BY GC.
SURFACE MOUNTED FIRE EXTINGUISHER
O PROVIDED/INSTALLED BY G.C.
F.E.
100 DOOR WITH DOOR NUMBER.
o WINDOW OR GLAZED OPENING
® UDDER. REFER TO SECTIONS AND NOTES
•
WH WALL HYDRANT IF EXTERIOR
HE � HOSE BIB IF INTERIOR
® METAL STUD FRAMED WALL. REFER TO
INDEX SHEET FOR INFO. MCO y1N . S
® CMU WALL. REFER TO SECTIONS AND DETAILS No, ,y c
BRICK WALL. REFER TO SECTIONS AND DETAILS = •'. AR19600043 • 3
EIFS OVER SUBSTRATE. REFER TO - STnre OF -
SECTIONS FOR WIDTH AND PROFILE. AWL
EXISTING DOOR. REFER TO DOOR SCHEDULE 11
EXISTING FRAMED WALL.
® EXISTING WINDOW WITH SILL OR STOOL. AND THIS DRAWING AND THE IDEAS, DEAGNS
/ AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
/3 DEMO D DOOR. OF CURRAN ARCHITECIURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
DEMO'D WALL. ® mPYRlcrr:Ols, cuRww nRCHlreauRE
W1 WALL TYPE " • • " •
IF WALL HEIGHT IF DESIGNATED ON PUNS.
IF NOT, SEE WALL TYPES THIS SHEET. PLAYSCHOOL
AT LEGACY
MECHANICAL GYM ADDITION
MO.1 HVAC GENERAL NOTES
M2.1 HVAC FLOOR PLAN
M2.2 HVAC LOW ROOF PUN 14454 COMMUNITY DRIVE
M6.1 HVAC SCHEDULE CARMEL, INDIANA 46032
M7.1 III DETAIL
M7.2 HVAC DETAIL
M9.1 HVAC SPECIFICATION
ELECTRICAL
E1.1 ELECTRICAL SITE PLAN
E2.1 LIGHTING PLAN
E3.1 POWER PLAN
E3.2 ELECTRICAL ROOF PLAN
E6.1 ELECTRICAL RISER DIAGRAM
@ SCHEDULES
E6.1 ELECTRICAL SCHEDULES
E7.1 ELECTRICAL DETAILS §
SYMBOLS =rY 5E
E9.1 ELECTRICAL SPECIFICATIONS BID SET
PERMIT SET
DI I IMCINIC ADDENDUM 01 0204.19
P2.1
PLUMBING STORM &
SANITARY WASTE PLAN
P3.1
PLUMBING WATER &
GAS PLAN
P6.1
PLUMBING SCHEDULES
@ DETAILS
P7.1
PLUMBING SCHEMATIC
P9.1
PLUMBING SPECIFICATIONS
170299
INDEX
INDEX