-
12'-0
"
10'-8
"
9'-0"
SCOPE OF WORK DIAGRAM
24" MIN36" MIN12" MIN
16" MIN
18" MAX
33" - 36"
TO TOP O
F BAR
1'-6"
17" MIN
19" MAX
FLUSHCONTROLSSIDE
34" MAX
27" MIN
60" MIN CLR
2'-0"
12" MAX42" MIN
15" MIN33" -
36"
TO TOP O
F BAR
3'-4"1'-6"
FF
54" MIN
17" MIN
19" MAX
8"
TISSUE DISPENSER
1 1/2" DIAMETERGRAB BAR
WRIST OPERABLECONTROLS - MAX FORCEREQD TO OPERATE = 5POUNDS
1 1/2" DIAMETERVERTICAL GRABBAR
1'-3"
MIN CLR
SINK
1 1/2" DIA. GRABBARS (TYP)
INSULATE ALLEXPOSED PIPING -NOEXPOSEDSHARPEDGESFLOORSURFACE
FIRE EXTINGUI
SHER
34" MAX
27" MIN
SECTIONPLAN
17" MIN
1'-3"
MIN
1'-3"
MIN
9"
8"
MIN
17" MIN
25" MAX
6" 11" MIN
4'-0"
FRONT EDGE OFCOUNTERTOP
INSULATEDPIPING
PROVIDE WRISTOPERABLE CONTROLS -MAX FORCE FOROPERATION = 5
POUNDS.
KNEE SPACE
FLOORTOE SPACE 34" MA
X
SECTIONPLAN
30" MIN
2'-0"
COUNTERTOPINSULATED
PIPING
PROVIDE WRISTOPERABLE CONTROLS -MAX FORCE FOROPERATION = 5
POUNDS.
FACE OF CABINETFLOOR
SINKFACE OF WALL
FRONT EDGEOF COUNTERCLR FLOORSPACE
SINKFACE OF WALL
FRONT EDGEOF COUNTERCLR FLOORSPACE
15" MIN.
CLR.
15" MIN.
CLR.
PLAN SIDE
15" MIN. 5" MAX. (FRONT APP.)3 1/2" MAX. (SIDE APP.)
6"
9" MAX
8"
27" MIN.
36" MAX.
39" MIN. -
43" MAX
.
FOR HIG
H FOUNT
AIN
4'-0"
ACCESSIBLE(LO)D.F.CLEAR 30" X 48"FLOOR SPACESIDE APPROACH(NOT
HATCHED)
CLEAR 48" X 30"FLOOR SPACEFRONT APPROACH(NOT HATCHED)
EXIT
6'-8"
EQ EQ
4" MIN.
4'-0"
1'-7"
DIE CUTLETTERING
48" MAX
TO EXTIN
GUISHER
HANDLE
SEE PLAN FORFEC LOCATIONS8" - 16"
C
ALIGN AL
L
LEVERS
TYPICAL WHERE EXIT SIGNAGEIS OVER DOOR (UON)
DOOR FRAME
L
CL
13 1/2" MIN.
40" MAX T
OTO R
EFLECT
ING SUR
FACE
1'-6"
TO REFL
ECTING
SURFAC
E
MIRROR ABOVESINK OR VANITYFULL LENGTH MIRROR
FF
PULL STATION
OUTLET
LIGHT SWITCH
ANNUNCIATOR
T-STAT
FF FF
15" MIN.
13 1/2" M
IN
30" MIN.
48" MIN.
PLAN
44" MAX
44" MAX
SIDE
16" MIN
17" MAX
FRONT
15" CLR.MIN.
24" MIN
42" MIN
6"TOE SPACE
12" MAX
54" MIN
6"TOE
SPACE
56" MIN C
LR (WALL-
HUNG W
C)
59" MIN C
LR (FLR-M
OUNTED
WC)
42" MIN
1 1/2"
36" MIN
32" MIN CLR
GRAB BARS
C L
CL
16" MIN18" MAX
PARTITION
9" H (MIN) TOE SPACECLEARANCE ON TWO SIDES
ALTERNATE DOOR LOCATION
4" MAX
4" MAX
PARTITION DOOR
APPROACH
12" MIN
1 1/2"
MIN. CLEAR FLOORSPACE (HATCHED)
CL
CL
1 1/2"
MIN CL
3" CLEA
R
CL
3" CLEA
R
CLC L
18" MIN
60" MIN
42" MIN
54" MIN
36" MIN
60" MIN
FRONT APPROACH, PULL SIDE
HING APPROACH, PULL SIDEHINGE APPROACH, PULL SIDE
24" MIN
48" MIN
LATCH APPROACH, PULL SIDE
24" MIN
54" MIN
LATCH APPROACH, PULL SIDEDOOR PROVIDED WITH CLOSER
48" MIN
12" MIN
48" MIN
22" MIN
42" MIN
FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE,
DOORPROVIDED WITH BOTH CLOSER AND LATCH
HINGE APPROACH, PUSH SIDE
22" MIN
48" MIN
HINGE APPROACH, PUSH SIDE, DOORPROVIDED WITH BOTH CLOSER AND
LATCH
24" MIN
42" MIN
LATCH APPROACH, PUSH SIDE
24" MIN
48" MIN
LATCH APPROACH, PUSH SIDEDOOR PROVIDED WITH CLOSER
SEE INTERIOR ELEVATIONSFOR SPECIFIED MIRRORS
WALL PARTITIONTYPE
ADA STANDARDS
BASE
PLAN
CEILING
HEAD
BASE
PLAN
HEAD
INTERIOR PARTITION WALLS INTERIOR PARTITION @ EXTERIOR WALL
21 34
5
612 37
676
8769 3
3
13
56
9
11
11
10
4 1/8"
DOOR SCHEDULE
RCP INTERIOR ELEVATIONS
FRONT APPROACH SIDE APPROACH SIDE APPROACHFRONT APPROACH
4 3/4"
CL
60'-5"
9'-11"
30'-1
1/2"
1'-5"
13'-4
3/4"
3'-4"
3'-4"
30'-1
1/2"
15'-9"
60'-5"
8'-10
"
MAIN BARA3.1 31 42A3.15 22'-2 1/2" 7'-0 1/2" 19'-2 3/4"
10'-2"+/-6'-3 7/8" 12'-4 1/8"+/-11'-10" +/-15
'-0"
16'-6
"5'-
6"+/-
6'-3 3
/4"
13'-1
0 1/4"
A
9'-6 7/8"
ENTRY
110BARTENDING
LOUNGE104SEATING103 109OFFICE102 101 108BACK
BAR107VESTIBULE105MEN 106WOMEN58'-2 7/8"6'-3 7/8" 1'-6 7/8" 16'-6
1/4" 5'-7 1/8"104 9'-7 3/8"4" 4"107 106105 109 108B101
102
108A
A2.1
6
A2.1
5
EXISTINGROOF SLOPE
EXISTINGROOF SLOPE
11'-0" +/-
13'-0" +/-
11'-0" +/-
A2.12
A2.13
A2.14
A5.1
6
60'-5"
9'-11"
30'-1
1/2"
1'-5"
13'-4
3/4"
3'-4"
3'-4"
30'-1
1/2"
15'-9"
60'-5"
8'-10
"
MAIN BARA3.1 31 42A3.15 22'-2 1/2" 7'-0 1/2" 9'-2 5/8"
10'-2"+/-12'-4 1/8"+/-11'-10" +/-15
'-0"
15'-2
"
A
ENTRY
110BARTENDING
LOUNGE104 109OFFICE102101
108BACK BAR
58'-2 7/8"
17'-7 1/2" 6'-0 3/4"
104
109
108B
101
102
108A
A2.1
6
A2.1
5
A2.12
A2.13
A2.11
A2.14
SEATING103 105MEN106WOMEN 110UNISEX106105 110107
VESTIBULE
5'-8 3/4" 4'-3 3/8" A5.1
6
PLANLIFE SAFETY SECTIONS
9'-0"
ROOF BEARING491'-0"
1ST F.F.E.0'-0"
12'-0
"
ROOF BEARING491'-0"
1ST F.F.E.0'-0"
12'-0
"
9'-0" LOUNGE104SEATING103 105MEN 106WOMEN 109OFFICE
SEATING103MAIN BAR102
3" SCALE DRAWINGS
10'-0" DIMS 1210'-0" DIMS 8
A-ANNO-TEXT-48A-ANNO-TEXT-32A-ANNO-TEXT-16A-ANNO-TEXT-12 TEXT
24
TEXT 96TEXT 8TEXT 4
TEXT 64 TEXT 120LEADER TEXT 24 LEADER TEXT 96LEADER TEXT
48LEADER TEXT 32
LEADER TEXT 12LEADER TEXT 8 LEADER TEXT 16LEADER TEXT 4
LEADER TEXT 120LEADER TEXT 64
1/8" SCALE DRAWINGS1/2" SCALE DRAWINGS 1/4" SCALE DRAWINGS3/8"
SCALE DRAWINGS1" SCALE DRAWINGS 3/4" SCALE DRAWINGS1 1/2" SCALE
DRAWINGS 3/16" SCALE DRAWINGS 1"=10' SCALE DRAWINGS
10'-0" DIMS 24 10'-0" DIMS 9610'-0" DIMS 16 10'-0" DIMS 4810'-0"
DIMS 410'-0" DIMS 64
10'-0" DIMS 12010'-0" DIMS 24
1
10111011101
1
101
1101 1
101
1101
1
101
1
101
1
101
PAINTED STEELGUARDRAIL
PAINTED STEEL MESHINFILL PANEL:2x2 GRID
PAINTED STEELANGLESEE STRUCTURALSCHEDULEDCEILING
3'-6"2"
491'-0"MEZZANINE
EXISTING CMU
1" RIGID POLYSTYRENEINSULATION-ENTIREHEIGHT OF WALL
2X4 WOOD STUDS @16" O.C.ATTACHED TO EXISTINGSTRUCTURE AT FLOOR
SLABAND CEILING JOISTS
58" GYP. BD.
A
B
A
AB B
B
B
BB B
B
B
B
D
B
FF
D D
DB
BB
B B B
E
TYPE DMANUFACTURER: RALPH LAURENHOMETABLE LAMPDIMENSIONS:
16-1/4"H X 8-3/4"DIA
FINISH: ANTIQUE BRASSMAX WATTAGE: 60w
TYPE B ITEM#: HRLED271RMANUFACTURER: WAC LIGHTINGRECESSED
CEILING LIGHT3" H, 2.75"WFINISH: GUNMETALMAX WATTAGE: 4w
ELECTRICAL LEGEND
TYPE CMANUFACTURER: APPARATUSVANITY SCONCEDIMENSIONS: 29-1/4"H X
8-1/2"DFINISH: BRASSMAX WATTAGE: 240w
TYPE A ITEM #: UA0297-6 EL
MANUFACTURER: URBAN ARCHAEOLOGYEXTERIOR WALL SCONCEDIMENSIONS:
20"H X 12"W X 17-1/4"DMAX WATTAGE: 100w
TYPE EMANUFACTURER: ANTIQUE - ALLENSPARKS GAS LIGHT CO.INTERIOR
PENDANTDIMENSIONS: 25"H X 39"W X 11.5"DFINISH: STEEL, GLASSMAX
WATTAGE: 120w
TYPE FMANUFACTURER: URBANARCHAEOLOGYINTERIOR PENDANTDIMENSIONS:
42"H X 54 1/2"L X 203/4"WMAX WATTAGE: 300w
TYPE G ITEM: 2GC8MANUFACTURER: METALUXFLUORESCENT CEILING
LIGHTDIMENSIONS: 2.5"H X2"W X 4"LMAX WATTAGE: xxxw
TYPE H ITEM: EXHAUST FANSSPECIFICATION: T.B.D.
H
1
33
3
2
4
4
4
9'-11" 1'-5"
13'-4
3/4"
3'-4"
3'-4"
30'-1
1/2"
15'-9"
60'-5"
MAIN BARA3.1 31 42A3.15 7'-0 1/2" 9'-2 5/8" 10'-2"+/-12'-4
1/8"+/-11'-10" +/-15
'-0"
15'-2
"
A
ENTRY
110
BARTENDING
LOUNGE104 109OFFICE102101
108
BACK BAR17'-7 1/2" 6'-0 3/4"
104
109
108B
101
102
108A
A2.1
1
SEATING103 105MEN106WOMEN 110UNISEX106105 110107
VESTIBULE
5'-8 3/4" 4'-3 3/8" A5.1
B
B B
G
X1
X1
X1
X2
1
G
G G
H
B
BUSINESS100 GROSS (IBC 2012, 1004.1.2)
ACCESSORY STORAGE / MECHANICAL /EQUIPMENT ROOMS300 GROSS (IBC
2012, 1004.1.2)
EGRESS DIRECTION
ASSEMBLY, UNCONCENTRATED(TABLES & CHAIRS)15 NET (IBC 2012,
1004.1.2)
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
OCCUPANCY AND EGRESS CAPACITY - IBC 2012
OCCUPANCY GROUP
A2, ASSEMBLY
BUILDING OCCUPANCY AND FLOOR AREA:
OCCUPANCY GROSS FLOOR AREAFIRST FLOOR: 1,820 SF64
TOTAL:64 OCCUPANTS
BUILDING PROPERTIES - IBC 2012
EGRESS DOOR - 3'-0"
33" CLEAR @ .2" = 165 OCCUPANTS
DOOR EGRESS CAPACITY
A
APPLICABLE CODES
METRO NASHVILLE
2012 INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS2012
INTERNATIONAL ENERGY CONSERVATION CODE2009 ICC/ANSI A-117.1 -
ACCESSIBLE AND USABLE BUILDINGS & FACILITIES2012 INTERNATIONAL
PLUMBING CODE W/ LOCAL AMENDMENTS2012 INTERNATIONAL FUEL GAS CODE
W/ LOCAL AMENDMENTS2011 INTERNATIONAL ELECTRICAL CODE W/ LOCAL
AMENDMENTS2012 INTERNATIONAL FIRE CODE W/ LOCAL AMENDMENTS2012 LIFE
SAFETY CODE (NFPA 101) WITH LOCAL AMENDMENTS1998 METROPOLITAN
COMPREHENSIVE ZONING ORDINANCE
ALLOWABLE AREA AND CONSTRUCTION TYPE - IBC 2012
CONSTRUCTION TYPE
IIB - NOT SPRINKLERED (EXISTING BUILDING)
FLOOR AREA
ALLOWABLE, GROUP A2: 9,500sf
HEIGHT
HEIGHT IN FEETACTUAL: 14'-0" (LOWEST POINT OF GRADE TO HIGHEST
POINT OF PARAPET)ALLOWABLE: 55
HEIGHT IN STORIESACTUAL: 1ALLOWABLE: 2
UNOCCUPIED
EGRESS WIDTH (LEVEL): .2 INCHES / OCCUPANT (1005.3.2)MINIMUM
CORRIDOR WIDTH: 44 INCHES (1018.2)MINIMUM DOOR CLEAR: 32 INCHES
(1008.1.1)
MAXIMUM ALLOWABLE TRAVEL DISTANCE TO EXIT (1016.2):ASSEMBLY: 200
FEET
MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL DISTANCE
(1014.3):ASSEMBLY: 75 FEET
MAXIMUM ALLOWABLE DEAD END CORRIDOR DISTANCE (1018.4):ASSEMBLY:
20 FEET
SMOKE DETECTORS: AS REQUIRED BY NFPA 72E
EXIT REQUIREMENTS - IBC 2012
12
3
FIRE RESISTANCE RATING REQUIREMENTS - IBC 2012
CONSTRUCTION TYPEIIB - NOT SPRINKLERED
STRUCTURAL FRAME: 0 (TABLE 601)
BEARING WALLSINTERIOR: 0 (TABLE 601)EXTERIOR: 0(TABLE 601)
&1[PER FIRE SEPARATION DISTANCE 5
-
PR
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CT:
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04.04.2016
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LOCATION MAP
G0.1
TIT
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T
08 MCFERRIN8 MCFERRIN AVE, NASHVILLE, TN 37206CONSTRUCTION
PERMIT SET - 04.04.2016RENOVATIONS TO AN EXISTING WAREHOUSE
BUILDING
INDEX OF DRAWINGS
GENERAL
G0.1 TITLE SHEET
G0.2 GENERAL NOTES
G0.3 ADA REQUIREMENTS
LIFE SAFETY
LS.1 LIFE SAFETY PLAN
CIVIL
C1.1 SITE AND UTILITY PLAN
ARCHITECTURE
A1.1 DEMOLITION PLAN/ FLOOR PLAN/ ROOF PLAN
A2.1 EXTERIOR ELEVATIONS / BUILDING SECTIONS
A5.1INTERIOR ELEVATIONS / ENLARGED RESTROOMPLANS
A6.1 REFLECTED CEILING PLAN / FINISH PLAN
A7.1 DOOR SCHEDULE / WINDOW SCHEDULE
MECHANICAL
M0.1 MECHANICAL SPECIFICATIONS, & LEGEND
M0.2 MECHANICAL SCHEDULES
M1.1 MECHANICAL FLOOR PLAN
M5.1 MECHANICAL DETAILS
M5.2 MECHANICAL DETAILS
PLUMBING
P0.1 PLUMBING SCHEDULES, SPECS, & LEGEND
P1.1 PLUMBING FLOOR PLANS
P2.1 PLUMBING VENT RISER
P5.1 PLUMBING DETAILS
ELECTRICAL
E0.1 ELECTRICAL SPECIFICATIONS & LEGEND
E0.2 ELECTRICAL SCHEDULES & RISER DIAGRAM
E1.1 ELECTRICAL FLOOR PLANS
E2.1 ELECTRICAL FLOOR PLANS
FOOD SERVICE (NIC)
FS1.1 FOOD SERVICE EQUIPMENT PLAN
MAIN
STREET
ALLEY
MCFERRIN
AVENUE
PROJECT TEAM - CONTACTS
ARCHITECTPFEFFER TORODE ARCHITECTURE521 8TH Avenue South Suite
103Nashville, TN 37203Chris
[email protected]
CIVILFULMER ENGINEERINGRichard Jones Road - Suite C304Nashville,
TN 37215Jay [email protected]
STRUCTURAL ENGINEERINGPWP PARTNERS4300 Sidco Dr.
Suite202Nashville, TN 37204Michael
[email protected]
MECHANICAL, PLUMBING, & ELECTRICAL ENGINEERING(Mp&E)500
Wilson Pike Circle Suite 216Brentwood, TN 37027Michael
[email protected]
FOOD SERVICEMobile Fixture and Equipment Co, Inc.225-A
Industrial BlvdLavergne, TN 37086615-287- 7005Ben
[email protected]
-
BASE
PLAN
CEILING
HEAD
BASE
PLAN
HEAD
INTERIOR PARTITION WALLS INTERIOR PARTITION @ EXTERIOR WALL
2
13
4
5
6
123
7
6
7
6
8
769 3
3
13
5
6
9
11
11
10
4 1/8"4 3/4"
12
6
8
1
4
15
15
15
15
16
16
16
16
17
7 5/8" 1"
PR
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CT:
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PARTITION TYPES-MATERIAL KEY NOTES
1. LINE OF FINISHED FLOOR.
2. MIN 1/2" THICKNESS OF FIRE CAULK ON BOTH SIDES OF WALL TO
COMPLETELY FILL VOID BETWEEN TOP OF GYPSUM PANELS AND THE FLOOR
DECK ABOVE
3. BASE LAYER - NAILED WITH 6d 1-7/8" RING-SHANK NAILS @ 6" O.C.
EACH STUD.FACE LAYER - NAILED WITH 6d 2-3/8" RING SHANK NAILS @ 8"
O.C. EACH STUD.
4. 2X4 TREATED SILL PLATE
5. 2X4 BLOCKING MID-HEIGHT OF WALL
6. 5/8" GYP. BD.
7. ACOUSTICAL INSULATION AS REQUIRED AT INTERIOR WALL / FULL
HEIGHT AT EXTERIOR PERIMETER WALLS
8. LINE OF FINISH CEILING
9. DOUBLE 2X TOP PLATE
10. 2X RUNNERS EACH SIDE REFER TO WALL TAG DESIGNATION FOR STUD
SIZE
11. 12 GA. x 1-1/2" ANNULAR RING NAILS AT 7" O.C. EACH STUD
12. 2x WOOD STUDS. REFER TO WALL TAG DESIGNATION FOR STUD
SIZE
13. 1/4" BEAD OF ACOUSTICAL SEALANT @ INSULATED PARTITIONS
14. 2x4 TREATED SILL PLATE
15. 1" RIGID POLYSTYRENE INSULATION-ENTIRE HEIGHT OF WALL
16. EXISTING 8" CMU WALL
17. EXISTING STRUCTURE
PARTITION TYPES
G0.2
GE
NE
RA
L N
OTE
S
GENERAL NOTESAPPLICABLE CODES
2012 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS
2012 INTERNATIONAL RESIDENTIAL CODE WITH LOCAL AMENDMENTS
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2009 ICC/ANSI A-117.1 ACCESSIBLE & USABLE BUILDINGS &
FACILITIES
2012 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS
2012 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS
2012 INTERNATIONAL FUEL GAS CODE WITH LOCAL AMENDMENTS
2011 NATIONAL ELECTRICAL CODE WITH LOCAL AMENDMENTS
2012 INTERNATIONAL FIRE CODE WITH LOCAL AMENDMENTS
2012 LIFE SAFETY CODE (NFPA 101) WITH LOCAL AMENDMENTS
1998 METROPOLITAN COMPREHENSIVE ZONING ORDINANCE
GENERAL NOTES
1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA
DOCUMENT A201, 1997EDITION, PUBLISHED BY THE AMERICAN INSTITUTE OF
ARCHITECTS AND EXCEPT AS MODIFIED BYTHE ARCHITECT'S "SUPPLEMENTARY
CONDITIONS", ARE THE CONDITIONS ON WHICH CONTRACTSFOR THIS WORK
WILL BE BASED.
2. THIS DOCUMENT IS PROVIDED FOR BASIC CONSTRUCTION PURPOSES
ONLY. THE ARCHITECTDOES NOT WARRANT ANY MATERIAL, EQUIPMENT,
HARDWARE, ETC. WHETHER IMPLIED OREXPLICITLY.
3. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL GENERAL NOTES APPLY TO THE SCOPE OF THIS TOTAL PROJECT,
REGARDLESS OF WHETHEROR NOT THEY ARE KEYED ON EVERY SHEET TO A
SPECIFIC DETAIL.
5. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION
MEETS OR EXCEEDSAPPLICABLE CODES AND STANDARD PRACTICES, INCLUDING
ALL FEDERAL, STATE, AND LOCALBUILDING AND ACCESSIBILITY
REQUIREMENTS AND REGULATIONS. THE CONTRACTOR SHALL BERESPONSIBLE
FOR ANY VIOLATION OF THE SAME AND SHALL MAKE ALL WORK ACCEPTABLE
TOTHE PUBLIC DEPARTMENT INVOLVED WITHOUT EXTRA CHARGE.
6. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS
BEFORE STARTING WORK.THE ARCHITECT SHALL BE NOTIFIED OF ANY
DISCREPANCY.
7. ALL ITEMS DEPICTED GRAPHICALLY, WHETHER NOTED OR NOT, ARE
PART OF THE CONTRACTOR'SSCOPE OF WORK AND SHALL BE PROVIDED AT NO
EXTRA CHARGE.
8. ALL PERMITS (OCCUPANCY, ELECTRICAL, PLUMBING, AND ALL OTHERS)
REQUIRED BY STATE ANDLOCAL CODES, EXCEPT THOSE ACQUIRED BY
SUBCONTRACTORS, ARE TO BE SECURED BY THEGENERAL CONTRACTOR.
9. EACH TRADE SHALL VERIFY ALL REQUIREMENTS PERTAINING TO WORK
PERFORMED IN THEPROJECT AND OBTAIN ANY REQUIRED PERMITS. ALL
SUBCONTRACTORS SHALL DIRECTQUESTIONS, CHANGES, OR REQUESTS THROUGH
THE GENERAL CONTRACTOR. THE GENERALCONTRACTOR SHALL SUBMIT ALL
REQUESTS, CHANGES OR QUESTIONS TO THE ARCHITECT.
10. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE LAYOUT OF THE
SPACE CAN BEACCOMPLISHED AS DESIGNED. THE ARCHITECT MUST BE
NOTIFIED OF ANY PROBLEMS WITHPROPOSED WALL LOCATIONS AFTER THE
CHALK LINES ARE IN PLACE AND BEFORE THE FRAMINGIS FASTENED OR THE
MASONRY IS PLACED IN ORDER TO MAKE APPROPRIATE DECISIONS OR
ANYNECESSARY ADJUSTMENTS.
11. IF UNANTICIPATED MECHANICAL, PLUMBING, ELECTRICAL,
STRUCTURAL ELEMENTS OR ANYOTHER CONDITIONS ARE ENCOUNTERED WHICH
MIGHT CONFLICT WITH THE INTENDED FUNCTION,CONTACT THE ARCHITECT
IMMEDIATELY FOR CLARIFICATIONS.
12. THE GENERAL CONTRACTORS SHALL TAKE ADEQUATE PRECAUTIONS TO
PROTECT BUILDINGOCCUPANTS, MATERIALS AND EXISTING FINISHES
THROUGHOUT ALL PHASES OF CONSTRUCTION.NOISE, SECURITY AND DUST
BARRIERS BETWEEN CONSTRUCTION AREA AND AREAS WHICH AREPUBLIC OR
OTHERWISE OCCUPIED SHALL BE MAINTAINED BY THE GENERAL
CONTRACTOR.
13. FOR THE ENTIRE LENGTH OF CONTRACT WORK, CONTRACTOR SHALL
PROVIDE AND MAINTAINALL EXITS, EXIT LIGHTING, FIRE PROTECTION
DEVICES AND ALARMS TO CONFORM TO LOCALBUILDING CODE
REQUIREMENTS.
14. PROVIDE "CUTTING AND PATCHING" INTO EXISTING CONSTRUCTION
FOR THE INSTALLATION ORPERFORMANCE OF OTHER WORK AND SUBSEQUENT
FITTING AND PATCHING REQUIRED TORESTORE SURFACES TO THEIR ORIGINAL
CONDITION. DO NOT CUT AND PATCH WORK EXPOSEDON THE BUILDING'S
EXTERIOR OR ITS OCCUPIED SPACES IN A MANNER WHICH WOULD, IN
THEARCHITECTS OPINION, RESULT IN LESSENING THE BUILDING'S AESTHETIC
QUALITIES. DO NOT CUTAND PATCH WORK IN A MANNER THAT WOULD RESULT
IN SUBSTANTIAL VISUAL EVIDENCE OFCUT AND PATCH WORK. REMOVE AND
REPLACE WORK JUDGED BY THE ARCHITECT TO BE CUTAND PATCHED IN A
VISUALLY UNSATISFACTORY MANNER WITHOUT EXTRA CHARGE.
15. THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DAMAGE AND/OR LOSS
TO PROPERTY (ALLMATERIALS AND EQUIPMENT INCORPORATED IN THE WORK
DESCRIBED HEREIN) CAUSED INWHOLE OR IN PART BY THE CONTRACTOR, A
SUBCONTRACTOR, OR ANYONE DIRECTLY ORINDIRECTLY EMPLOYED BY ANY OF
THEM.
16. CONTRACTOR SHALL REINFORCE WOOD STUD CONSTRUCTION WITH WOOD
BLOCKING AT ALLLOCATIONS WHERE HANDRAILS, MIRRORS, SIGNAGE,
ACCESSORIES, MILLWORK, ANDEQUIPMENT ARE TO BE INSTALLED
ARCHITECTURAL NOTES
1. THE GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE
OWNER AND OBTAINANY CONSTRUCTION REGULATIONS PRIOR TO BEGINNING
WORK. THE GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR ABIDING BY THE
OWNER'S REGULATIONS AND SHALL NOTIFY THEARCHITECT OF ANY COST
IMPLICATIONS TO THE TENANT AS A RESULT OF THE REGULATIONS.
2. NO BUILDING MATERIALS CONTAINING ASBESTOS OR ANY OTHER
HAZARDOUS MATERIALS SHALLBE INSTALLED ON THIS PROJECT.
3. CONTRACTOR SHALL COORDINATE STUD SIZE AND GAUGE NECESSARY FOR
HEIGHT OF WALL, ASWELL AS FOR STRUCTURAL, MECHANICAL, PLUMBING, OR
ELECTRICAL CLEARANCES PRIOR TOBEGINNING CONSTRUCTION. ANY
DISCREPANCIES WITH LAYOUT AS DIMENSIONED SHALL BECOORDINATED
IMMEDIATELY WITH ARCHITECT.
4. CONTRACTOR SHALL REINFORCE METAL STUD CONSTRUCTION WITH FIRE
RESISTANT BLOCKINGAT ALL LOCATIONS WHERE MIRRORS, ACCESSORIES, ETC.
WILL BE INSTALLED.
5. FIRE-RATED PARTITIONS SHALL BE IDENTIFIED AS SUCH IN LARGE
RED STENCIL ABOVE FINISHEDCEILING.
6. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL RATING OF ALL
REQUIRED RATED WALLS ATALL INTERSECTIONS, CONNECTIONS, AND
PENETRATIONS.
7. ALL DIMENSIONS ARE FROM FINISH FACE OF GYPSUM BOARD TO FINISH
FACE OF GYPSUMBOARD OF NEW CONSTRUCTION UNLESS OTHERWISE NOTED.
8. NEW GYPSUM BOARD CONSTRUCTION MEETING EXITING CONSTRUCTION IN
SAME PLANE SHALLBE FLUSH WITH NO VISIBLE JOINT.
9. MATERIALS PROVIDED SHALL BE INSTALLED PER MANUFACTURER'S
WRITTEN RECOMMENDATIONAND PER CODE REQUIREMENTS.
10. WHEN MAKING SAW CUTS OR TRENCHING CONCRETE TO RUN ELECTRICAL
POWER OR DATA TOFURNISHINGS, FILL IN AND PATCH SLAB AROUND AREA
REMOVED AND AROUND ELECTRICALBOXES.
11. CONTRACTOR TO VERIFY AND PROVIDE ALL ELECTRICAL REQUIREMENTS
FOR ALL 0.F.0. ANDC.F.C.I EQUIPMENT AND APPLIANCES, INCLUDING BUT
NOT LIMITED TO COFFEE MAKERS,MICROWAVES, REFRIGERATORS COPIERS, FAX
MACHINES, PRINTERS, ETC.
12. CONTRACTOR TO COORDINATE WITH THE OWNER FINAL LOCATIONS AND
ELECTRICALREQUIREMENTS OF OWNER FURNISHED EQUIPMENT AND
FURNITURE.
13. CONTRACTOR SHALL PROVIDE ALL CLOSE-OUT DOCUMENTATION
REQUIRED BY THE BUILDINGMANAGEMENT
14. PROVIDE WOOD BLOCKING (FIRE-RETARDANT WHERE REQUIRED BY
CODE) INSIDE PARTITIONSFOR SECURING WALL-HUNG CABINETS (OFOI &
CFCI), SHELVING, TRIM, MILLWORK, AND OTHERELEMENTS ATTACHED TO
PARTITIONS AS REQUIRED TO ENSURE FLUSH, STRAIGHT,WELL-SECURED
CONDITIONS.
15. COMPLY WITH ALL APPLICABLE ACCESSIBILITY CODES WHEN
INSTALLING AND FRAMINGOPENINGS FOR DOORS
16. CONTRACTOR TO SCHEDULE AND COORDINATE AN ELECTRICAL ROUGH-IN
REVIEW WITHARCHITECT PRIOR TO CLOSING UP WALLS. ARCHITECT SHALL BE
ABLE TO MODIFY ROUGH-INLOCATIONS WITH NO IMPACT TO PROJECT.
17. WHEN GRAPHICALLY DEPICTED IN SIMILAR LOCATIONS, ALIGN
OUTLETS, THERMOSTATS, AND/ORFIRE PROTECTION DEVICES VERTICALLY.
OUTLETS GRAPHICALLY DEPICTED TO BE CENTERED INA PARTICULAR WALL
SHOULD BE MEASURED IN THE FIELD AND LOCATED IN THE CENTER OF
THEWALL UNLESS OTHERWISE NOTED.
18. CONTRACTOR SHALL PROVIDE AND INSTALL GYP BD CONTROL JOINTS
IN VERTICAL PARTITIONSURFACES AT 30' (MAX) INTERVALS, AND IN GYP BD
CEILINGS IN EITHER DIRECTION AT 50 (MAX)INTERVALS (LIMIT AREA OF
2,500 SF MAX). ALL JOINTS AND SPACING SHALL MEET THEREQUIREMENTS OF
ASTM C840. COORDINATE ALL LOCATIONS WITH ARCHITECT PRIOR
TOINSTALLATION.
19. PROVIDE CODE REQUIRED SIGNAGE (INCLUDING THAT AT RESTROOMS)
WITH BLACKBACKGROUND, SQUARE CORNERS, AND FONT STYLE "FUTURA" IN
COLOR SILVER UNLESSOTHERWISE NOTED. INTERIOR SIGNAGE (NOT REQUIRED
BY CODES) WILL BE PROVIDED ANDINSTALLED BY THE OWNER UNLESS
OTHERWISE NOTED.
INTERIOR ARCHITECTURAL WOODWORK / MILLWORK NOTES
1. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW SHOWING
LOCATION OF EACH ITEM,DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE
DETAILS, ATTACHMENT DEVICES,GROMMETS AND OTHER COMPONENTS.
2. ALL PLASTIC LAMINATE GRADE MILLWORK TO MEET AWI CUSTOM GRADE
CONSTRUCTIONMETHODS AND STANDARDS. ALL WOOD VENEER RELATED WORK TO
MEET PREMIUM GRADES.
3. GROMMETS SHALL BE PROVIDED AT ALL MILLWORK LOCATION THAT
INCLUDE KNEESPACE.PROVIDE ONE (1) 3" GROMMET FOR EVERY FOUR (4)
LINEAL FEET OF COUNTERTOP, UON.
4. MILLWORK AND CASEWORK BEING CONSTUCTED OF COMPOSITE WOOD
PRODUCTS (INCLUDING,BUT NOT LIMITED TO PARTICLEBOARD, MEDIUM
DENSITY FIBERBOARD (MDF), PLYWOOD PANELSUBSTRATES) AND UTILIZING
ADHESIVES FOR LAMINATION (SHOP-APPLIED AND/ORFIELD-APPLIED) SHALL
CONTAIN NO ADDED UREA FORMALDEHYDE RESINS (NAUF).DOCUMENTATION OF
EACH PRODUCT TO BE UTILIZED IS REQUIRED WITH SHOP
DRAWINGSUBMITTALS.
MECHANICAL, PLUMBING, & ELECTRICAL NOTES
1. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL,
STRUCTURAL, MECHANICAL,ELECTRICAL, AND PLUMBING CONSTRUCTION
DOCUMENTS WITH THE VARIOUS CONTRACTORSAND SUBCONTRACTORS
INVOLVED.
2. PROVIDE CHASES FOR MECHANICAL DUCTWORK AS REQUIRED. SEE
MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS.
3. ALL PIPING ABOVE GRADE AND INSIDE THE BUILDING SHOWN ON THESE
DRAWINGS SHALL BEINSTALLED IN AREAS WHERE IT WILL BE CONCEALED. THE
CONTRACTOR SHALL COORDINATEWITH OTHER TRADES TO PROVIDE FURRING FOR
PIPING INSTALLED IN FINISH AREAS.
4. FOR ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF WALLS.
PROVIDE A MINIMUMHORIZONTAL SEPARATION OF ONE STUD SPACING OR 24"
OR AS REQUIRED BY CODE. PROVIDEADDITIONAL FURRING AND GYPSUM BOARD
WHERE DEVICES ARE LOCATED ON CHASE OR STAIRWALLS TO AVOID
PENETRATING ANY RATED ENVELOPE.
5. GROUPS OF RECEPTACLES SHALL BE MOUNTED WITH A 1-1/2" MINIMUM
DISTANCE BETWEENTHEM.
6. WHEN OUTLETS, THERMOSTATS, AND/OR FIRE PROTECTION DEVICES ARE
GRAPHICALLYDEPICTED TO BE IN SIMILAR LOCATIONS, INSTALL THESE
ELEMENTS VERTICALLY AND ALIGNED.SEE DEVICE ALIGNMENT DIAGRAM OR
REQUEST DIAGRAM FROM ARCHITECT IF NOT PROVIDEDHEREIN. SEE ALSO
1/G0.3.
7. ALL DEVICES & COVER PLATES TO BE WHITE, UNLESS OTHERWISE
NOTED. SUBMIT SAMPLE TOARCHITECT FOR REVIEW. DEDICATED OUTLETS
SHALL HAVE GRAY DEVICES.
8. WHEN MAKING SAW CUTS OR TRENCHING CONCRETE TO RUN ELECTRICAL
POWER OR DATA TOFURNISHINGS, FILL IN AND PATCH SLAB AROUND AREA
REMOVED AND AROUND ELECTRICALBOXES. COORDINATE WITH ENGINEERING
DRAWINGS.
9. CONTRACTOR TO VERIFY AND PROVIDE ALL ELECTRICAL REQUIREMENTS
FOR ALL OFOI ANDCFCI EQUIPMENT AND APPLIANCES, INCLUDING BUT NOT
LIMITED TO COFFEE MAKERS,MICROWAVES, REFRIGERATOR, COPIERS, FAX
MACHINES, PRINTERS, PROJECTORS, ETC.
10. CONTRACTOR TO COORDINATE FINAL LOCATIONS AND ELECTRICAL
REQUIREMENTS OF OWNERFURNISHED EQUIPMENT AND FURNITURE WITH
OWNER.
11. ALL DEVICES IN MILLWORK SHALL MATCH ADJACENT SURFACES -
COLOR TBD.
12. ALL DEVICES IN TILE WALLS OR BACKSPLASHES SHALL MATCH
ADJACENT SURFACE AND HAVESTAINLESS STEEL PLATES, TYPICAL.
13. A / V DEVICES AND PLATES SHALL MATCH ALL OTHER ELECTRICAL
DEVICES AND BECOORDINATED ACROSS ALL TRADES INVOLVED.
DEMOLITION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN
CLARIFICATION FROM THEARCHITECT BEFORE CONTINUING WITH
CONSTRUCTION.
2. REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING
REQUIRES THAT CERTAINASSUMPTIONS BE MADE REGARDING EXISTING
CONDITIONS, SOME OF WHICH MAY NOT BEVERIFIABLE WITHOUT DESTROYING
OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THEBUILDING. THE
ARCHITECT & THE ARCHITECT'S CONSULTANTS ARE NOT RESPONSIBLE
FORCONDITIONS DISCOVERED DURING CONSTRUCTION THAT DIFFER FROM THOSE
INDICATED. THECONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALL
IMMEDIATELY NOTIFY THE ARCHITECT& OBTAIN A CLARIFICATION PRIOR
TO PROCEEDING WITH THE WORK IN QUESTION.
3. CONTRACTORS SHALL PROVIDE ALL CLOSE-OUT DOCUMENTATIONREQUIRED
BY THE BUILDINGMANAGEMENT
4. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITHIN THE FIELD
CONDITIONS AND NOTIFYTHE ARCHITECT AND PRIOR TO BEGINNING WORK OF
ANY INCONSISTENCIES BETWEEN THEDRAWINGS AND ACTUAL CONDITIONS.
5. THE CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IF ANY WORK
DESCRIBED IN THECONTRACT DOCUMENTS THAT CANNOT BE PERFORMED DUE TO
EXISTING FIELD CONDITIONS,EVEN THOUGH THE EXISTING CONDITIONS ARE
DRAWN CORRECTLY ON THE PLANS.
6. IF ANY EXISTING FIRE PROOFING OR FIRE RATED ASSEMBLIES TO
REMAIN ARE DAMAGED DURINGDEMOLITION, IT SHALL BE REPAIRED TO MEET
ORIGINAL FIRE PROTECTION REQUIREMENTS.
7. REMOVE EXISTING CONSTRUCTION AS SHOWN. TYPICAL WALL REMOVAL
INCLUDES FINISHES,MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS
CONTAINED THEREIN. REMOVE DOOR,CASEWORK, GLAZING, FRAMES AND OTHER
FIXTURES AS REQUIRED. AFTER REMOVAL OF PIPECHASES AND ELECTRICAL
FLOOR BOXES, REPAIR HOLES IN FLOORS OR EXISTING WALLS TOREMAIN.
PATCH ADJOINING WALLS, FLOOR AND DECK, AND PREPARE TO RECEIVE
NEWFINISHES.
8. DURING DEMOLITION, THE CONTRACTOR SHALL BRACE AND SUPPORT ALL
EXISTINGSTRUCTURES AS NEEDED.
9. CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER
RESULTING IN A REDUCTION OFLOAD CARRYING CAPACITY OR LOAD/
DEFLECTION RATIO. NOTIFY ARCHITECT TO OBTAINAPPROVAL OF ALL
STRUCTURAL CUTS PRIOR TO EXECUTION.
10. DEMOLISHED MATERIAL NOT OTHERWISE DESIGNATED BY THE
ARCHITECT OR OWNER SHALL BECONSIDERED TO BE PROPERTY OF THE
CONTRACTOR AND SHALL BE COMPLETELY REMOVEDFROM THE JOB SITE.
11. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE
TO THE PUBLIC, TONEIGHBORS AND TO OTHER WORK BEING PERFORMED ON OR
NEAR THE SITE.
12. IN THE EVENT OF DEMOLITION OF ITEMS NOT SCHEDULED TO BE
DEMOLISHED, PROMPTLYREPLACE SUCH ITEMS.
13. THESE DEMOLITION DOCUMENTS ANTICIPATE THAT NO ASBESTOS WILL
BE ENCOUNTERED. INTHE EVENT ASBESTOS IS ENCOUNTERED, NOTIFY THE
ARCHITECT IMMEDIATELY.
14. THE CONTRACTOR SHALL PERFORM DEMOLITION WORK IN ACCORDANCE
WITH THE OWNER'SREGULATIONS.
ARCHITECTURAL SYMBOLS
KEYNOTE
DEMOLITION KEYNOTE
INTERIOR MATERIAL
REVISION
TOILET ACCESSORIES KEYNOTE
WALL TYPE
D
P
W
1
W#1
ROOM NAME
106
SPACE NUMBER
ROOM
SECTION TAG
ELEVATION TAG
A4.11
DETAIL TAG
1
1A3.1
INTERIOR ELEVATION TAG
A5.11
3
4
2
1A3.1
-
34
" M
AX
27
" M
IN
SECTION
9"
8"
MIN
17" MIN
25" MAX
6"11" MIN
FRONT EDGE OFCOUNTERTOP
INSULATEDPIPING
PROVIDE WRIST
OPERABLE CONTROLS -
MAX FORCE FOR
OPERATION = 5 POUNDS.
KNEE SPACE
FLOORTOE SPACE
FRONT APPROACH
40" M
AX
TO
TO
RE
FLE
CTIN
G S
UR
FA
CE
1'-6"
TO
RE
FLE
CTIN
GS
UR
FA
CE
MIRROR ABOVESINK OR VANITYFULL LENGTH MIRROR
FF FF
SEE INTERIOR ELEVATIONSFOR SPECIFIED MIRRORS
FIR
E E
XT
IN
GU
IS
HE
R
EXIT
6'-8"
EQ EQ
4"
MIN
.
4'-0"
1'-7"
DIE CUT
LETTERING
48" M
AX
TO
EX
TIN
GU
ISH
ER
HA
ND
LE
SEE PLAN FORFEC LOCATIONS
8" - 16"
C
ALIG
N A
LL
LE
VE
RS
TYPICAL WHERE EXIT SIGNAGE
IS OVER DOOR (UON)
DOOR FRAME
L
CL
FF
PULL STATION
OUTLET
LIGHT SWITCH
ANNUNCIATOR
T-STAT
18" MIN
60" M
IN
42" MIN
54" M
IN
36" MIN
60" M
IN
FRONT APPROACH, PULL SIDE
HING APPROACH, PULL SIDEHINGE APPROACH, PULL SIDE
24" MIN
48" M
IN
LATCH APPROACH, PULL SIDE
24" MIN
54" M
IN
LATCH APPROACH, PULL SIDEDOOR PROVIDED WITH CLOSER
48" M
IN
12" MIN
48" M
IN
22" MIN
42" M
IN
FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE,
DOORPROVIDED WITH BOTH CLOSER AND LATCH
HINGE APPROACH, PUSH SIDE
22" MIN
48" M
IN
HINGE APPROACH, PUSH SIDE, DOORPROVIDED WITH BOTH CLOSER AND
LATCH
24" MIN
42" M
IN
LATCH APPROACH, PUSH SIDE
24" MIN
48" M
IN
LATCH APPROACH, PUSH SIDEDOOR PROVIDED WITH CLOSER
24" MIN
36" MIN
12" MIN
16" MIN
18" MAX
33" -
36"
TO
TO
P O
F B
AR
1'-6"
17" M
IN
19" M
AX
FLUSHCONTROLSSIDE
34" M
AX
27" M
IN
60" MIN CLR
WRIST OPERABLECONTROLS - MAX FORCEREQD TO OPERATE = 5POUNDS
1'-3"
MIN CLR
SINK
1 1/2" DIA. GRABBARS (TYP)
INSULATE ALLEXPOSED PIPING -NOEXPOSEDSHARPEDGESFLOORSURFACE
CL
3" C
LE
AR
CL
12" MAX42" MIN
15
" M
IN33
" -
36
"
TO
TO
P O
F B
AR
3'-4"1'-6
"
FF
54" MIN
17
" M
IN
19
" M
AX
8"
TISSUE DISPENSER
1 1/2" DIAMETERGRAB BAR
1 1/2" DIAMETERVERTICAL GRABBAR
1 1
/2"
MIN CL
3" C
LE
AR
PLAN
17
" M
IN
1'-3"
MIN
1'-3"
MIN
4'-0
"
SINK
FACE OF WALL
FRONT EDGEOF COUNTER
CLR FLOOR
SPACE
LC
FRONT APPROACH
2'-0"
PLAN
30" M
IN
2'-0"
SINK
FACE OF WALL
FRONT EDGEOF COUNTER
CLR FLOOR
SPACE
CL
SIDE APPROACH
34" M
AX
SECTION
COUNTERTOP
INSULATEDPIPING
PROVIDE WRIST
OPERABLE CONTROLS -
MAX FORCE FOR
OPERATION = 5 POUNDS.
FACE OF CABINETFLOOR
SIDE APPROACH
24" MIN
42" M
IN
6"TOE SPACE
12" M
AX
54" M
IN
6"
TO
E S
PA
CE
56" M
IN C
LR
(W
ALL-H
UN
G W
C)
59" M
IN C
LR
(F
LR
-MO
UN
TE
D W
C)
42" M
IN
1 1
/2"
36" MIN
32" MIN CLR
GRAB BARS
CL
16" MIN18" MAX
PARTITION
9" H (MIN) TOE SPACECLEARANCE ON TWO SIDES
ALTERNATE DOOR LOCATION
4" MAX
4" M
AX
PARTITION DOOR
APPROACH
12" MIN
1 1/2"
13 1/2" MIN.
15" MIN.
13
1/2
" M
IN
30" MIN.
48
" M
IN.
PLAN
44
" M
AX
44
" M
AX
SIDE
16
" M
IN
17
" M
AX
FRONT
15" CLR.
MIN.
MIN. CLEAR FLOORSPACE (HATCHED)
CL CL
PR
OJE
CT:
AR
CH
ITE
CT:
08
MC
FE
RR
IN8
MC
FE
RR
IN A
VE
.N
AS
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ILLE
, TN
37
20
6
04.04.2016
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CONSTRUCTIONPERMIT SET
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AD
AR
EQ
UIR
EM
EM
EN
TS
SCALE: 1/2" = 1'-0"
ACCESSIBLE TOILET ROOM ELEVATION9
1/2" = 1'-0"
ACCESSIBLE MIRRORS5
NTS
FLOOR CLEARANCE AT DOORS1
SCALE: 1/2" = 1'-0"
ACCESSIBLE TOILET ROOM ELEVATION6
SCALE: 1/2" = 1'-0"
ACCESSIBLE COUNTERTOP SINK11
1/2" = 1'-0"
ACCESSIBLE COUNTERTOP SINK10
SCALE: 1/2" = 1'-0"
ACCESSIBLE COUNTERTOP SINK7
SCALE: 1/2" = 1'-0"
ACCESS. COUNTERTOP SINK8
SCALE: 1/2" = 1'-0"
DEVICE MOUNTING LOCATIONS4
GENERAL NOTES - ADA STANDARDS1. ALL CONSTRUCTION ACTIVITIES
SHALL BE COMPLETED IN FULL COMPLIANCE WITH THE 2010 ADA
STANDARDS
FOR ACCESSIBLE DESIGN (U.S. DEPARTMENT OF JUSTICE, SEPTEMBER 15,
2010) WHICH INCLUDES TITLE IIIREGULATIONS28 CFR PART 36, AND WITH
LOCAL ADOPTED ACCESSIBILITY CODES.
2. THE RESPONSIBILITY OF VERIFYING REQUIRED CLEARANCES IS THE
CONTRACTOR'S. THE CONTRACTOR SHALLREPORT ANY INCONSISTENCIES IN THE
FLOOR PLAN AND THE FIELD CONDITIONS TO THE ARCHITECT
BEFOREPROCEEDING WITH THAT PORTION OF CONSTRUCTION.
3. THE CONTRACTOR SHALL INSTALL TOILET ACCESSORY ITEMS IN
COMPLIANCE WITH THE ACCESSIBILITYREQUIREMENTS SHOWN IN THE DETAILS
ON THIS SHEET. THE DRAWINGS ON THIS SHEET ARE TO INDICATECLEARANCE
AND LOCATION REQUIREMENTS AND ARE NOT TO BE CONSIDERED
SPECIFICATIONS FORPLUMBING FIXTURES, TOILET ACCESSORIES, OR OTHER
ITEMS GRAPHICALLY DEPICTED. SEE PLUMBINGDOCUMENTS FOR PLUMBING
FIXTURE SPECIFICATIONS. SEE ENLARGED RESTROOM PLANS AND
TOILETACCESSORY SCHEDULES (AND/OR SPECIFICATIONS) FOR TOILET
ACCESSORY ITEMS.
4. WALKING SURFACES SHALL NOT HAVE ABRUPT CHANGES IN ELEVATION
GREATER THAN 1/2 INCH. CHANGES INLEVEL BETWEEN 1/4 INCH AND 1/2
INCH REQUIRE A BEVELED EDGE WITH SLOPE NO GREATER THAN 1:2.
SCALE: 1/2" = 1'-0"
ACCESSIBLE TOILET ROOM 3
SCALE: 1/2" = 1'-0"
URINAL CLEARANCES2
-
SEATING287s.f.20 OCCUPANTS LOUNGE77s.f.5 OCCUPANTS
BUSINESS112s.f.2 OCCUPANTSSTORAGE204s.f.1 OCCUPANTBARTENDING97s.f.3
OCCUPANTS(PER PROGRAM) RESTROOM56s.f.
RESTROOM56s.f.VESTIBULE98s.f.A
32/(220) OCCUPANTS
B32/(330) OCCUPANTS
227'-4" COMMON PATH
311'-0" DEAD END CORRIDOR
140'-6" TRAVEL DISTANCEBAR485 s.f.33 OCCUPANTS
PROJECT:ARCHITECT: 08 MCFERRIN 8 MCFERRIN AVE. NASHVILLE, TN
37206
04.04.2016
SH
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CONSTRUCTIONPERMIT SET
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LS.1
LIF
E S
AF
ETY
PLA
N
SCALE: 1/8" = 1'-0"
LIFE SAFETY PLAN - FIRST FLOOR1
OCCUPANCY AND EGRESS CAPACITY - IBC 2012
BUSINESS100 GROSS (IBC 2012, 1004.1.2)
ACCESSORY STORAGE / MECHANICAL /EQUIPMENT ROOMS300 GROSS (IBC
2012, 1004.1.2)
ASSENMBLY, UNCONCENTRATED(TABLES & CHAIRS)15 NET (IBC 2012,
1004.1.2)
UNOCCUPIED
EGRESS DIRECTION
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
APPLICABLE CODES
METRO NASHVILLE
2012 INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS2012
INTERNATIONAL ENERGY CONSERVATION CODE2009 ICC/ANSI A-117.1 -
ACCESSIBLE AND USABLE BUILDINGS & FACILITIES2012 INTERNATIONAL
PLUMBING CODE W/ LOCAL AMENDMENTS2012 INTERNATIONAL FUEL GAS CODE
W/ LOCAL AMENDMENTS2011 INTERNATIONAL ELECTRICAL CODE W/ LOCAL
AMENDMENTS2012 INTERNATIONAL FIRE CODE W/ LOCAL AMENDMENTS2012 LIFE
SAFETY CODE (NFPA 101) WITH LOCAL AMENDMENTS1998 METROPOLITAN
COMPREHENSIVE ZONING ORDINANCE
BUILDING PROPERTIES - IBC 2012
OCCUPANCY GROUP
A2, ASSEMBLY
BUILDING OCCUPANCY AND FLOOR AREA
OCCUPANCY GROSS FLOOR AREA
FIRST FLOOR: 1820 SF
64
TOTAL: 1,820 SF
64 OCCUPANTS
ALLOWABLE AREA AND CONSTRUCTION TYPE - IBC 2012CONSTRUCTION
TYPE
IIB - NOT SPRINKLERED (EXISTING BUILDING)
FLOOR AREA
ALLOWABLE, GROUP A2:9,500 sf
HEIGHT
HEIGHT IN FEET
ACTUAL: 14'-0" (LOWEST POINT OF GRADE TO HIGHEST POINT OF
PARAPET)
ALLOWABLE: 55'-0"
[20'-0" INCREASE WITH AUTOMATIC SPRINKLER SYSTEM (IBC 2012,
504.2)]
HEIGHT IN STORIES
ACTUAL: 1
ALLOWABLE: 2
[1 STORY INCREASE WITH AUTOMATIC SPRINKLER SYSTEM (IBC 2012,
504.2)]
FIRE RESISTANCE RATING REQUIREMENTS - IBC 2012CONSTRUCTION
TYPE
IIB - NOT SPRINKLERED
STRUCTURAL FRAME: 0 (TABLE 601)
BEARING WALLS
INTERIOR: 0 (TABLE 601)
EXTERIOR: 0 (TABLE 601)&1{PER FIRE SEPERATION DISTANCE 5
-
8'-1
0"
6'-0
"
6
4
3
3
2
5
1
3
3
3
2
60'-5"
9'-11"
30
'-1
1/2
"
1'-5"
13
'-4
3/4
"
3'-4"
3'-4
"
30
'-1
1/2
"
15'-9"
60'-5"
8'-1
0"
MAIN BARA3.1 31 42A3.15 22'-2 1/2" 7'-0 1/2" 9'-2 5/8"
10'-2"+/-12'-4 1/8"+/-11'-10" +/-1
5'-0
"
15
'-2
"
A
ENTRY
110
BARTENDING
LOUNGE104 109OFFICE102101
108
BACK BAR
58'-2 7/8"
17'-7 1/2" 6'-0 3/4"
104
109
108B
101
102
108A
A2.1
6
A2.1
5
A2.1
2
A2.1
3
A2.1
1
A2.1
4
SEATING103 105MEN106WOMEN 110UNISEX106105 110107
VESTIBULE
5'-8 3/4" 4'-3 3/8"A5.1
6
1
1
2
3
4
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13'-0" +
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SCALE: 1/8" = 1'-0"
DEMOLITION PLAN1
WALL LEGEND
DEMOLISHED WALL
INTERIOR WALL
EXTERIOR WALL
PLAN NOTES1. DIMENSIONS ARE TO FACE OF PARTITION FINISH UNLESS
OTHERWISE NOTED.
DIMENSIONS IDENTIFIED AS "CLEAR" MUST BE MAINTAINED.
CONTACTARCHITECT FOR DIRECTION OF ANY CONFLICT.
2. ALL GYPSUM BOARD PARTITIONS TO BE SPACKLED, TAPED, AND
SANDEDSMOOTH WITH NO VISBLE JOINT.
3. ALL OUTSIDE CORNERS OF GYPSUM BOARD TO HAVE METAL
CORNERBEADS.
4. SEE G0.3 FOR ACCESSIBILITY STANDARDS. CONTACT ARCHITECT
FORDIRECTION IF LAYOUT OF THE SPACE CONFLICTS WITH
REQUIREMENTS.
5. REFER TO DOOR SCHEDULE FOR DOORS AND HARDWARE. PROVIDE
WALLSTOPS AT ALL LOCATIONS UNLESS OTHERWISE NOTED.
6. SET NEW DOOR FRAMES 4" MIN. FROM PERPENDICULAR WALL
UNLESSOTHERWISE NOTED.
7. ALL RESTAURANT / KITCHEN EQUIPMENT TO BE OWNER
FURNISHED,CONTRACTOR INSTALLED.
8. CONTRACTOR SHALL REINFORCE WOOD STUD CONSTRUCTION WITH
WOODBLOCKING AT ALL LOCATIONS WHERE HANDRAILS, MIRRORS,
SIGNAGE,ACCESSORIES, MILLWORK, AND EQUIPMENT ARE TO BE
INSTALLED
N
KEYNOTES - FLOOR PLAN & ROOF PLAN
1 ACCESSIBLE ENTRANCE / EXIT
2 ELECTRICAL PANEL LOCATION
3 FIRE EXTINGUISHER CABINET (SEMI RECESSED) LOCATION
4 FIRE EXTINGUISHER - MOUNT UNDER COUNTER
5
NEW ROOF TOP HVAC UNIT SUPPORTED BY EXISTING BAR JOISTS. ONCE
FINALMODEL IS DETERMINED THE STRUCTURAL ENGINEER WILL ANALYZE THE
EXISTINGJOISTS AND PROVIDE ADDITIONAL STRUCTURAL SUPPORT FOR THE
UNITWEIGHT-SEE MECHANICAL
6 EXISTING METAL ROOF
KEYNOTES - DEMOLITION
1 REMOVE PORTION OF EXISTING WALL AS SHOWN
2 REMOVE EXISTING WALL
3 REMOVE EXISTING DOOR
4 REMOVE EXISTING MILLWORK AND ANY ASSOCIATED PLUMBING LINES
5 REMOVE EXISTING PLUMBING FIXTURES
6 REMOVE EXISTING HVAC UNIT
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN2
SCALE: 1/8" = 1'-0"
ROOF PLAN1
N
N
DEMO NOTES1. DRAWINGS HAVE BEEN DEVELOPED FROM THE BUILDING
OWNER'S RECORDS AND MAY
NOT REFLECT EXACT EXISTING FIELD CONDITIONS. THE CONTRACTOR
SHALL VERIFYTHESE DRAWINGS WITH THE FIELD CONDITIONS AND NOTIFY THE
ARCHITECT IN WRITINGOF ANY INCONSISTENCIES BETWEEN THE DRAWINGS AND
ACTUAL CONDITIONS PRIOR TOBEGINNING WORK.
2. DEMOLITION SHALL BE EXECUTED IN CONFORMANCE WITH LOCAL
BUILDING CODES.
3. PROVIDE CUTTING AND PATCHING OF THE EXISTING CONSTRUCTION IN
A MANNER THAT ISNOT VISIBLE TO THE ARCHITECT AND THAT DOES NOT
NEGATIVELY IMPACT THE BUILDING'SAESTHETIC OR CONSTRUCTION QUALITY.
REPLACE ANY WORK THAT IS UNSATISFACTORYTO THE ARCHITECT. CONTRACTOR
SHALL OBTAIN ALL PERMITS REQUIRED FOR EXECUTIONOF THE WORK.
4. IF ANY EXISTING FIRE PROOFING OR FIRE ASSEMBLIES TO REMAIN
ARE DAMAGED DURINGDEMOLITION, REPAIR TO MEET ORIGINAL FIRE
PROTECTION REQUIREMENTS.
5. REMOVE EXISTING CONSTRUCTION AS SHOWN. TYPICAL WALL REMOVAL
INCLUDESFINISHES, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS
CONTAINED THEREIN.REMOVE DOOR,CASEWORK, GLAZING, FRAMES AND OTHER
FIXTURES AS REQUIRED.AFTER REMOVAL OF PIPE CHASES AND ELECTRICAL
FLOOR BOXES, REPAIR HOLES INFLOORS OR EXISTING WALLS TO MATCH
ADJOINING WALLS, FLOOR AND DECK, PREPAREALL SURFACES TO RECEIVE NEW
FINISHES.
6. DEMOLISHED MATERIAL NOT OTHERWISE DESIGNATED BY THE ARCHITECT
OR OWNERSHALL BE CONSIDERED PROPERTY OF THE CONTRACTOR AND SHALL BE
COMPLETELYREMOVED FROM THE JOB SITE.
7. USE NECESSARY MEANS TO PREVENT DUST FROM BECOMING A NUISANCE
TO THEOCCUPANTS, THE PUBLIC, THE NEIGHBORS, AND OTHER WORK BEING
PERFORMED ON ORNEAR THE SITE.
8. IN THE EVENT OF DEMOLITION OF ITEMS NOT SCHEDULED TO BE
DEMOLISHED, PROMPTLYREPLACE SUCH ITEMS TO THE APPROVAL OF THE
ARCHITECT AND AT NO ADDITIONALCOST TO THE OWNER.
9. THE CONTRACTOR SHALL PERFORM DEMOLITION WORK IN ACCORDANCE
WITH THEBUILDING OWNER'S RESTRICTIONS.
10. CONTRACTOR SHALL VERIFY LOAD-BEARING WALLS PRIOR TO
BEGINNING DEMOLITION.NOTIFY ARCHITECT IMMEDIATELY IF ANY WALLS
MARKEDFOR DEMOLITION ARE LOAD-BEARING.
11. ALL STRUCTURAL MODIFICATIONS SHALL BE VERIFIED BY A
STRUCTURAL ENGINEERBEFORE BEGINNING DEMOLITION.
12. COORDINATE ALL DEMOLITION WORK W/ STRUCTURAL ENGINEER'S
STRUCTURALDEMOLITION SHEETS
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