DALY SWING SPACE TO OJS

MPD CONFERENCE ROOM

441 4TH STREET NW

WASHINGTON, DC 20001

ISSUED FOR PERMIT | 06/06/2025

GENERAL NOTES

A. GENERAL NOTES APPLY TO ALL SHEETS.

B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF WALLS, FACE

OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES,

OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

C. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING

ITEMS: 1.FURNITURE, 2. EQUIPMENT, UNO.

D. CONTRACTOR TO INCLUDE ALL OWNER-FURNISHED AND

INSTALLED ITEMS AND OWNER-FURNISHED AND CONTRACTOR-

INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND

SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE

THESE ITEMS.

E. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE

MECHANICAL CONTRACTOR.

F. SEE SHEET CP1.6 FOR LOCATION OF WALLS OF FIRE-

RESISTANCE-RATED CONSTRUCTION. ALL WALLS OF FIRE-

RESISTANCE-RATED CONSTRUCTION SHALL EXTEND TO

UNDERSIDE OF FLOOR OR ROOF DECK ABOVE.

G. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH

PENETRATION FIRE STOPPING MATERIAL AS REQUIRED TO

ACHIEVE THE RESPECTIVE FIRE-RESISTANCE RATING AND

SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413.

H. COORDINATE WITH MECHANICAL AND ELECTRICAL

CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS

SHOWN ON PLANS.

I. FIRE-RESISTANCE-RATED ENCLOSURES AROUND ALL STEEL

COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE

OF FLOOR OR ROOF DECK ABOVE FOR EACH LEVEL.

J. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. SEE

DRAWING FOR QUANTITIES AND LOCATION OF WORK. SEE

SPECIFICATIONS FOR QUALITIES AND CONDITIONS OF WORK.

K. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT

SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND

INDICATED IN THE CONTRACTOR'S BID.

L. GENERAL SHEET NOTES ONLY APPLY TO PARTICULAR

DRAWING OR SERIES OF DRAWINGS.

M. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED

ON THIS PROJECT.

N. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED PREVAIL.

NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

O. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM

DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH SURFACES.

GC TO VERIFY ALL CLEARANCES. NOTIFY ARCHITECT IN CASE

OF DISCREPANCY.

GENERAL SYMBOLS

SIM

ROOM NAME

XXX-XX

DETAIL NUMBER

SHEET NUMBER

CROSS REFERENCE

WALL SECTION

SIMILAR OR TYPICAL

REFERENCE

DETAIL REFERENCE

BUILDING SECTION

SHEET NOTE

COLUMN GRID LINE

ROOM NUMBER/NAME

REVISION NUMBER

EARTH

GRAVEL

SAND

CONCRETE

PRECAST CONCRETE

STEEL

STONE

CONCRETE MASONRY UNIT

BRICK VENEER

LEVEL XX

XXX'-XX"

LEVEL ELEVATION

GYM FLOOR

WOOD

(CONTINUOUS BLOCKING)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD (TRIM/FINISH)

GLASS

SHINGLES

PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

BLANKET INSULATION

RIGID INSULATION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

PROTECTION BOARD

CARPET (LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

TILE (LARGE SCALE)

REFERENCE KEYNOTE

XX A4.XX BUILDING ELEVATION

A12.X

XX

XX XX

XX

INTERIOR ELEVATION

100'-0"

TYP FF EL=

100'-0"

FINISH FLOOR

ELEVATION

SPOT ELEVATION

X

BUILDING CODES:

• 2017 DISTRICT OF COLUMBIA BUILDING CODE (2015 ICC

INTERNATIONAL BUILDING CODE)

• 2017 DISTRICT OF COLUMBIA ELECTRICAL (2014 NFPA NATIONAL

ELECTRIC CODE)

• 2017 DISTRICT OF COLUMBIA FUEL GAS CODE (2015 ICC

INTERNATIONAL FUEL GAS CODE)

• 2017 DISTRICT OF COLUMBIA MECHANICAL CODE (2015 ICC

INTERNATIONAL MECHANICAL CODE)

• 2017 DISTRICT OF COLUMBIA PLUMBING CODE (2015 ICC

INTERNATIONAL PLUMBING CODE)

• 2017 DISTRICT OF COLUMBIA FIRE CODE (2015 ICC

INTERNATIONAL FIRE CODE)

• 2017 DISTRICT OF COLUMBIA ENERGY CONSERVATION CODE

(2013 ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE

RESIDENTIAL BUILDINGS (ANSI/ ASHRAE/ IES 90.1-2013))

• 2017 DISTRICT OF COLUMBIA EXISTING BUILDING CODE (2015 ICC

INTERNATIONAL EXISTING BUILDING CODE)

• 2017 DISTRICT OF COLUMBIA GREEN CONSTRUCTION CODE (2012

ICC INTERNATIONAL GREEN CONSTRUCTION CODE)

• DISTRICT OF COLUMBIA CONSTRUCTION CODES SUPPLEMENT

OF 2017, TITLE 12 DCMR

CODE REFERENCES

ACCESSIBILITY:

• ICC A117.1-2009, ACCESSIBLE AND USABLE BUILDINGS AND

FACILITIES

CODE INFORMATION

SEE SHEET CP1.6

AREA MAP

ARCHITECT:

DLR GROUP

PREPARED BY:

1422 Euclid Avenue, Suite 300 Cleveland, Ohio 44115-1407 216.522.1350

MEP Engineers:

DLR GROUP

1422 Euclid Avenue, Suite 300 Cleveland, Ohio 44115-1407 216.522.1350

IT/ Security:

DLR GROUP

1422 Euclid Avenue, Suite 300 Cleveland, Ohio 44115-1407 216.522.1350

PROJECT DESCRIPTION

BUILDOUT OF APPROXIMATELY 422 SF OF EXISTING OFFICE SHELL

SPACE ON THE 6TH FLOOR OF ONE JUDICIARY SQUARE INTO

CONFERENCE SPACE FOR THE METROPOLITAN POLICE

DEPARTMENT.

PROJECT SCOPE AREA

DEFERRED SUBMITTALS

• FIRE SPRINKLERS

• ADDRESSIBLE FIRE ALARM SYSTEM

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COVER SHEET

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ARCHITECTURAL

A0.1 GENERAL NOTES, ARCHITECTURAL SYMBOLS & ABBREVIATIONS

A0.4 SPECIFICATIONS

A0.5 SPECIFICATIONS

A0.6 SPECIFICATIONS

A0.7 SPECIFICATIONS

A1.6 FLOOR PLAN, RCP, & DETAILS

GENERAL

G0.1 COVER SHEET

MECHANICAL

M1.6 LEVEL 06 - HVAC PLAN

ELECTRICAL

E0.1 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES

E1.6 CONFERENCE AREA FLOOR PLANS

E5.1 ELECTRICAL DIAGRAMS

E6.1 ELECTRICAL DETAILS

# NUMBER

& AND

@ AT

ADA AMERICANS WITH DISABILITY ACT

ADDN ADDITION OR ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BSMT BASEMENT

CL CENTER LINE

CLG CEILING

CM CENTIMETER

CONC CONCRETE

CONN(S) CONNECTION(S)

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT(OR)

CTR CENTER

D DEPTH

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIV SPECIFICATION DIVISION

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EL ELEVATION

ELEC ELECTRICAL

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXST EXISTING

EXT EXTERIOR

FIN FINISHED

FL FLOOR

FT FEET

FUT FUTURE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

H HEIGHT

HORIZ HORIZONTAL

HT HEIGHT

i.e. THAT IS

CODE

CP1.6 LEVEL 06 - CODE PLAN

GENERAL ABBREVIATIONS

DRAWING INDEX

IBC INTERNATIONAL BUILDING CODE

IN INCH

INT INTERIOR

LB(S) POUND(S)

M METER

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OVHD OVERHEAD

PAR PARALLEL

PENT PENTHOUSE

PLYWD PLYWOOD

QTY QUANTITY

REQ(D) REQUIRE(D)

REV REVISION(S)

RM ROOM

RND ROUND

S SOUTH

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SYM SYMETRICAL

TEMP TEMPORARY

TYP TYPICAL

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

N

6TH FLOOR

OCCUPANCY FUNCTION OF SPACE AREA

A ASSEMBLY WITHOUT FIXED SEATS -

UNCONCENTRATED (TABLES & CHAIRS)

422 SF

Grand total: 1 422 SF

DLR Group 6.6.2025

UP

UP

UP

UP

UP UP

UP

UP

O N M L K J H G F E D C B A

4671 SF

BUSINESS

261 SF

MECH

103 SF

TELE

1305 SF

MECH/ ELEC

303 SF

MECH/ ELEC

104 SF

TELE

249 SF

MECH

5694 SF

ASSEMBLY

527 SF

ASSEMBLY

527 SF

ASSEMBLY

633 SF

ASSEMBLY

740 SF

ASSEMBLY

277 SF

ASSEMBLY

398 SF

ASSEMBLY

360 SF

ASSEMBLY

1811 SF

BUSINESS

1549 SF

BUSINESS

4473 SF

BUSINESS

3684 SF

BUSINESS

252 SF

ASSEMBLY

116 SF

BUSINESS

385 SF

A/V

585 SF

ASSEMBLY

516 SF

ASSEMBLY

295 SF

STORAGE

712 SF

MECH/ ELEC

219 SF

STORAGE

9548 SF

CORE & CIRCULATION

447 SF

LOCKER ROOMS

55 SF

STORAGE

4244 SF

BUSINESS

380 SF

ASSEMBLY

108 SF

ASSEMBLY

202 SF

IT

5644 SF

BUSINESS

2438 SF

BUSINESS

2243 SF

BUSINESS

287 SF

ASSEMBLY

484 SF

ASSEMBLY

110 SF

ASSEMBLY

345 SF

ASSEMBLY

109 SF

ASSEMBLY

468 SF

ASSEMBLY

117 SF

ASSEMBLY

145 SF

BUSINESS

72 SF

ASSEMBLY

PROJECT SCOPE AREA

422 SF

ASSEMBLY

SYMBOL LEGEND

WALL SEPARATION LEGEND

- OCCUPANCY LOAD

- ACCESSORY USE AREA

(OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM)

- COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR

- TOTAL EXIT CAPACITY OF DOOR OR STAIR

(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:

CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2

THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS

WIDTH IN INCHES DIVIDED BY 0.3)

- COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL

OCCUPANT LOAD)

- TOTAL EXIT CAPACITY OF DOOR

(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:

CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)

PD

XX MIN

- PANIC DEVICE

- DOOR FIRE RATING

WALL HOURLY RATING

0 = 0 HOUR

1/2 = 1/2 HOUR

1 = 1 HOUR

2 = 2 HOUR

3 = 3 HOUR

SP = SMOKE PARTITION

SW = SMOKE WALL

WALL FIRE RATING TYPE

C = CORRIDOR

EW = EXTERIOR WALL

FB = FIRE BARRIER

FP = FIRE PARTITION

FSB= FIRE/SMOKE BARRIER

FW = FIRE WALL

HX = HORIZONTAL EXIT

SB = SMOKE BARRIER

VS = VERTICAL SHAFT

VX = VERTICAL EXIT

XP = EXIT PASSAGEWAY

-COMMON PATH OF TRAVEL POINT OF DECISION

-PATH OF TRAVEL (COMMON PATH OF TRAVEL - MINIMUM TRAVEL DISTANCE)

STARTING POINT OF PATH ORIGIN

-OCCUPANT EGRESS PATH OF TRAVEL

OCCUPANT LOAD ALONG PATH (NUMBER INCREASE TOWARDS EXIT)

DIRECTION OF TRAVEL

OCCUPANCY = UNOCCUPIED

OCCUPANCY = "S-1" (STORAGE)

O.L.F. = 1:300 SF

SHADED AREA SHOWN FOR REFERENCE

PURPOSES ONLY. NO NEW SCOPE OF

WORK, CHANGE IN USE OR OCCUPANCY,

AND EGRESS IN THIS AREA

OCCUPANCY = "A" (ACCESSORY)

O.L.F. = 1:15 SF, UNO

OCCUPANCY = "B" (BUSINESS)

O.L.F. = 1:100 SF

FEC-# - FIRE EXTINGUISHER LOCATION/ TYPE

OCCUPANCY

FHC - FIRE HOSE CABINET LOCATION

FEC-EX

FEC-1

FEC-2

EXISTING FEC

NEW SEMI-RECESSED FEC,

10LB 2-A TYPE FE

NEW SURFACE-MOUNTED

FEC, 10LB 80-B TYPE FE

OCCUPANT LOAD SIGNAGE, REF #4/A0.22

TACTILE EXIT SIGN, REF #12/A0.22

NO SMOKING SIGN, REF #9/A0.22

OLS

RIS-E

NSS

OCCUPANCY = LOCKER ROOMS

O.L.F. = 1:50 SF

SIGNAGE

OCCUPANCY = "H-3" (HAZ. STORAGE)

O.L.F. = 1:300 SF

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LEVEL 06 - CODE

PLAN

CP1.6

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SCALE: 1/16" = 1'-0"CP1.6

1 6TH FLOOR LIFE SAFETY PLAN

AREA SCHEDULE - 6TH FLOOR

Number Name Area Function of Space Occupancy

Type Occ Load

Factor Occupant

Load

6.00 CORE & CIRCULATION 9548 SF UNOCCUPIED

6.01 BUSINESS 4244 SF BUSINESS AREAS B 100 65

6.02 LOCKER ROOMS 447 SF LOCKER ROOMS 50 9

6.03 STORAGE 55 SF ACCESSORY STORAGE, MECH EQUIP ROOMS S-1 300 1

6.04 ASSEMBLY 380 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 26

6.05 ASSEMBLY 252 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 34

6.06 BUSINESS 4671 SF BUSINESS AREAS B 100 71

6.07 ASSEMBLY 360 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 12

6.08 STORAGE 295 SF ACCESSORY STORAGE, MECH EQUIP ROOMS S-1 300 1

6.09 ASSEMBLY 527 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 25

6.10 ASSEMBLY 527 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 25

6.11 ASSEMBLY 5694 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 85

6.12 STORAGE 219 SF ACCESSORY STORAGE, MECH EQUIP ROOMS S-1 300 1

6.13 IT 202 SF ACCESSORY STORAGE, MECH EQUIP ROOMS S-1 300 1

6.14 MECH/ ELEC 712 SF ACCESSORY STORAGE, MECH EQUIP ROOMS S-1 300 4

6.15 A/V 385 SF ACCESSORY STORAGE, MECH EQUIP ROOMS S-1 300 2

6.16 ASSEMBLY 585 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 39

6.17 ASSEMBLY 422 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 10

6.18 ASSEMBLY 633 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 25

6.19 ASSEMBLY 108 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 10

6.20 ASSEMBLY 516 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 35

6.21 BUSINESS 116 SF BUSINESS AREAS B 100 2

6.22 BUSINESS 1549 SF BUSINESS AREAS B 100 16

6.23 ASSEMBLY 398 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 10

6.24 BUSINESS 1811 SF BUSINESS AREAS B 100 19

6.25 ASSEMBLY 277 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 10

6.26 BUSINESS 3684 SF BUSINESS AREAS B 100 38

6.27 ASSEMBLY 740 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 25

6.28 BUSINESS 4473 SF BUSINESS AREAS B 100 45

6.29 BUSINESS 5644 SF BUSINESS AREAS B 100 57

6.30 BUSINESS 2438 SF BUSINESS AREAS B 100 25

6.31 BUSINESS 2243 SF BUSINESS AREAS B 100 23

6.32 ASSEMBLY 287 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 20

6.33 ASSEMBLY 484 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 33

6.34 ASSEMBLY 110 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 8

6.35 ASSEMBLY 156 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 11

6.36 ASSEMBLY 345 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 23

6.37 ASSEMBLY 109 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 8

6.38 ASSEMBLY 468 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 32

6.39 ASSEMBLY 117 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 8

6.51 MECH 249 SF EXISTING (ACCESSORY STORAGE, MECH EQUIP ROOMS) S 300 1

6.52 TELE 104 SF EXISTING (ACCESSORY STORAGE, MECH EQUIP ROOMS) S 300 1

6.53 MECH/ ELEC 303 SF EXISTING (ACCESSORY STORAGE, MECH EQUIP ROOMS) S 300 2

6.54 MECH/ ELEC 305 SF EXISTING (ACCESSORY STORAGE, MECH EQUIP ROOMS) S 300 2

6.55 TELE 103 SF EXISTING (ACCESSORY STORAGE, MECH EQUIP ROOMS) S 300 1

6.56 MECH 261 SF EXISTING (ACCESSORY STORAGE, MECH EQUIP ROOMS) S 300 1

P2.03 BUSINESS 145 SF BUSINESS AREAS B 100 2

P2.04 ASSEMBLY 72 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) A 15 34

Grand total: 48 57775 SF 938

FIRE EXTINGUISHERS (CLASS B) 50' MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER DCBC SECTION 906 EXISTING FIRE EXTINGUISHERS TO REMAIN, SEE LIFE SAFETY PLANS FOR EXISTING & NEW FIRE EXTINGUISHER LOCATIONS

FIRE EXTINGUISHERS (CLASS A) 75' MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER DCBC SECTION 906 EXISTING FIRE EXTINGUISHERS TO REMAIN, SEE LIFE SAFETY PLANS FOR EXISTING & NEW FIRE EXTINGUISHER LOCATIONS

FIRE SUPPRESSION: FULLY SPRINKLERED DCBC (MULTIPLE)

FIRE PROTECTION SYSTEM INFO: VALUE: CODE REFERENCE: COMMENTS:

RAMPED AISLES - A USE:

0.3" PER OCCUPANT FOR RISERS < 7", 0.2" PER OCCUPANT FOR RAMPS < 1:12

SLOPE

DCBC 1029 SMOKE-PROTECTED ASSEMBLY SEATING IS NOT PROVIDED

DOOR EGRESS WIDTH: 0.15" PER OCCUPANT, 32" MIN DCBC 1005.3.2, 1010.1.1

RAMP EGRESS WIDTH: 0.15" PER OCCUPANT, 44" MIN (36" MIN FOR OCC LOAD < 50) DCBC 1005.3.2, 1012.5.1

CORRIDOR EGRESS WIDTH: 0.15" PER OCCUPANT, 44" MIN (36" MIN FOR OCC LOAD < 50) DCBC 1005.3.2, TABLE 1020.2

STAIR EGRESS WIDTH: 0.2" PER OCCUPANT, 44" MIN (36" MIN FOR OCC LOAD < 50) DCBC 1005.3.1, 1011.2

EGRESS WIDTHS: VALUE: CODE REFERENCE: COMMENTS:

NUMBER OF REQUIRED EXITS DCBC 1006.3

MAX DEAD END CORRIDOR - A-3 USE 20' DCBC 1020.4

MAX DEAD END CORRIDOR - B USE: 50' DCBC 1020.4

MIN EXIT STAIRWAY ACCESS SEPARATION:

30' OR NOT LESS THAN 1/4 LENGTH OF MAX OVERALL DIAGONAL DIMENSION

OF BUILDING OR AREA

DCBC 403.5.1

MIN. EXIT ACCESS SEPARATION (OTHER THAN EXIT STAIRWAYS): 1/4 LENGTH OF MAX OVERALL DIAGONAL DIMENSION OF AREA DCBC 1007.1.1 USE EXCEPTION 2.

MAX COMMON PATH OF TRAVEL - A USE: 75' DCBC TABLE 1006.2.1

MAX COMMON PATH OF TRAVEL - B & S USE: 100' DCBC TABLE 1006.2.1

EXIT ACCESS TRAVEL DISTANCE - S-2 USE: 400' DCBC TABLE 1017.2

EXIT ACCESS TRAVEL DISTANCE - A USE: 250' DCBC TABLE 1017.2

EXIT ACCESS TRAVEL DISTANCE - B USE: 300' DCBC TABLE 1017.2

EGRESS DISTANCES: VALUE: CODE REFERENCE: COMMENTS:

FORCE FOR PUSHING/PULLING OPEN INTERIOR SWINGING FIRE

DOOR:

< 15 LBS DCBC 1010.1.3 LATCH TO RELEASE W/ 15 LB FORCE, DOOR TO BE SET IN MOTION W/ 30 LB FORCE

FORCE FOR PUSHING/PULLING OPEN INTERIOR SLIDING & FOLDING

DOORS:

< 15 LBS DCBC 1010.1.3 LATCH TO RELEASE W/ 15 LB FORCE, DOOR TO BE SET IN MOTION W/ 30 LB FORCE

FORCE FOR PUSHING/PULLING OPEN INTERIOR SWINGING DOORS

(OTHER THAN FIRE DOORS)

< 5 LBS DCBC 1010.1.3

AREAS OF REFUGE REQUIRED: NO DCBC 1009.3 USE EXCEPTION 5.

GENERAL EGRESS INFORMATION: VALUE: CODE REFERENCE: COMMENTS:

DECORATIVE MATERIALS & TRIM

NFPA 701, TEST 1 OR 2, OR 100 kW MAX PER NFPA 289 (SUSPENDED

DECORATIVE MATERIALS); CLASS C (TRIM); CLASS II (WALL BASE)

DCBC 806

FLOOR FINISH CPSC 16 CFR PART 1630 OR ASTM D2859 COMPLIANT DCBC 804.4.2 USE EXCEPTION

INTERIOR WALL & CEILING FINISH - A-3

CLASS B (CORRIDORS/ EXIT ACCESS ENCLOSURES), CLASS C (ROOMS/

ENCLOSED SPACES)

DCBC TABLE 803.11

INTERIOR WALL & CEILING FINISH - B

CLASS C (CORRIDORS/ EXIT ACCESS ENCLOSURES & ROOMS/ ENCLOSED

SPACES)

DCBC TABLE 803.11

INTERIOR FINISHES: VALUE: CODE REFERENCE: COMMENTS:

ROOF CONSTRUCTION & SECONDARY MEMBERS: 1-HR DCBC TABLE 601 TAKES 403.2.1.1 RATING REDUCTION

FLOOR CONSTRUCTION & SECONDARY MEMBERS: 2-HR DCBC TABLE 601

NONBEARING WALLS & PARTITIONS (INTERIOR): 0-HR DCBC TABLE 601

BEARING WALLS (EXTERIOR & INTERIOR): 2-HR DCBC TABLE 601 TAKES 403.2.1.1 RATING REDUCTION

PRIMARY STRUCTURAL FRAME (ROOF) 2-HR DCBC TABLE 601 TAKES 403.2.1.1 RATING REDUCTION

PRIMARY STRUCTURAL FRAME (COLUMNS) 3-HR DCBC TABLE 601

PRIMARY STRUCTURAL FRAME (TYPICAL) 2-HR DCBC TABLE 601 TAKES 403.2.1.1 RATING REDUCTION

BUILDING COMPONENT RATINGS: VALUE: CODE REFERENCE: COMMENTS:

WALLS AROUND FUEL TANK STORAGE ROOM 3-HR FIRE BARRIERS

DCBC 415.9.1, DCBC TABLE

508.4

PER NFPA 37, ROOM TO BE CONSTRUCTED OF WALLS, FLOOR, & CEILING HAVING A FIRE RESISTANCE RATING OF NOT LESS THAN 3 HOURS, DOOR TO BE SELF-CLOSING 3-HR RATED, AND ROOM TO BE PROVIDED W/ SPILL CONTAINMENT W/ CAPACITY EQUAL TO THAT

OF LARGEST TANK

WALLS AROUND FIRE PUMP ROOM: 2-HR FIRE BARRIERS DCBC 913.2.1

CORRIDOR WALLS FIRE-RESISTANCE RATING - A & B: 0-HR RATED DCBC TABLE 1020.1

WALLS AROUND ELEVATOR LOBBY (FIRE SERVICE ACCESS): N/A DCBC 403.6.1 OCCUPIED FLOOR LEVEL > 120' ABOVE LOWEST LEVEL OF FIRE DEPT VEHICLE ACCESS

WALLS AROUND ELEVATOR LOBBY (PASSENGER ELEVATORS): N/A DCBC 3006.2 BUILDING PROTECTED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

WALLS AROUND MISCELLANEOUS SHAFTS: 1-HR FIRE BARRIERS DCBC 403.2.1.2, 713.4 AUTOMATIC SPRINKLERS AT TOP & AT ALTERNATE FLOOR LEVELS. OTHERWISE, 2-HR FIRE BARRIER

WALLS AROUND ELEVATOR SHAFT: 2-HR FIRE BARRIERS DCBC 713.4, 3002

WALLS AROUND EXIT STAIRWAYS: 2-HR FIRE BARRIERS & SMOKEPROOF ENCLOSURE

DCBC 403.5.4, 707.3, 909.20,

1023.11

WALL RATINGS: VALUE: CODE REFERENCE: COMMENTS:

REDUCTION IN MIN. FIRE RESISTANCE RATING OF SHAFTS: NO DCBC 403.2.1.2

REDUCTION IN MIN. FIRE RESISTANCE RATING OF BUILDING

ELEMENTS:

YES DCBC 403.2.1.1

BUILDING IS NOT GREATER THAN 420' AND EXISTING SPRINKLER CONTROL VALVES ARE EQUIPPED W/ SUPERVISORY INITIATING

DEVICES & WATER-FLOW INITIATING DEVICES FOR EACH FLOOR

MOTOR-VEHICLE-RELATED OCCUPANCIES: YES DCBC 406 EXISTING ON LEVELS P1 AND P2

UNDERGROUND BUILDING: NO DCBC 405 EXCEPTION FOR PARKING GARAGES PROVIDED W/ AUTOMATIC SPRINKLER SYSTEMS

ATRIUM: NO DCBC 404

HIGH-RISE BUILDING YES DCBC 403 EXISTING BUILDING HAS OCCUPIED FLOORS > 75' ABOVE LOWEST LEVEL OF FIRE DEPT VEHICLE ACCESS

AREA: UNLIMITED (ACTUAL 592,183 SF) DCBC TABLE 506.2

HEIGHT: UNLIMITED (ACTUAL 125'-10") DCBC TABLE 504.3

STORIES: UNLIMITED (ACTUAL 11) DCBC TABLE 504.4

CONSTRUCTION TYPE: IA DCBC TABLE 601 EXISTING FLOORS, COLUMNS AND BEAMS ARE PROTECTED BY A CONCRETE ASSEMBLY PROVIDING A 3-HOUR FIRE RATING.

H-3: FUEL STORAGE TANK ROOM DCBC CHAPTER 3 FUEL TANK STORAGE ROOM TO BE SEPARATED W/ 3-HR FIRE BARRIERS PER NFPA 37

S-2: PARKING GARAGE, ENCLOSED DCBC CHAPTER 3

S-1: STORAGE DCBC CHAPTER 3 ACCESSORY STORAGE

A-3: JOCC (FLOOR 6) DCBC CHAPTER 3 FLOOR 6 IS MIXED USE AND NONSEPARATED PER DCBC 508.3

USE GROUPS: B: BUSINESS (FLOORS C1, 5, 6, 7, 11) DCBC CHAPTER 3

MIXED USE:

GENERAL BUILDING INFO: VALUE: CODE REFERENCE: COMMENTS:

ARCHITECTURAL SYMBOLS

XX/ A11.X

XX. X. XX

CASEWORK ELEVATION

DOOR NUMBER

EXTERIOR WINDOW /

CURTAIN WALL NUMBER

WALL TYPE

A110

A124

XX/ A11.X XXXX

XX

XX

APC-1

9' - 0"

CEILING TYPE

CEILING HEIGHT

CEILING TYPE

INTERIOR WINDOW

NUMBER

GENERAL ARCHITECTURAL NOTES

1. PARTITION TYPES ARE DESIGNATED ON FLOOR PLANS

THUS: SEE SHEET A1.1 FOR TYPES. ALL INTERIOR

PARTITIONS ARE TYPE SA.3.20 UNLESS NOTED OTHERWISE.

2. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL

EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE

UNLESS NOTED OTHERWISE, PER PARTITION TYPE.

3. PROVISIONS ARE MADE AT ALL FULL HEIGHT NON-BEARING

WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING

STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO

WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK

ABOVE WITH MINERAL WOOL INSULATION OR FIRE STOPPING

MATERIALS AS REQUIRED TO MEET FIRE RATING OF

RESPECTIVE WALLS. SEE DETAILS ON SHEET XX.X.

4. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR

METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE

PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.

TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-

MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR

STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED

ITEMS.

5. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH

CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS

DESCRIBED IN THE SPECIFICATIONS.

6. "MBD" AND "TBD" INDICATE MARKER BOARDS AND TACK

BOARDS ON PLANS. THE LENGTH PRECEDES THE

DESIGNATION (EXAMPLE 16' MBD). ALL BOARDS ARE 4'-0" TALL.

SEE WALL ELEVATIONS OR SPECIFICATIONS FOR MOUNTING

HEIGHT.

7. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4

INCHES ABOVE FINISHED CEILING ON CMU WALLS.

8. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO

IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL

PENETRATIONS.

9. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS

SHOWN ON THE DRAWINGS.

XX. X. XX

GYPSUM WALL BOARD

METAL FRAMING

SOUND ATTENUATION

BLANKET INSULATION

WHERE OCCURS BY

UNIQUE CONDITION

CHARACTER

T H

K R

O U

G H

GYPSUM WALL BOARD

METAL FRAMING

SOUND ATTENUATION

BLANKET INSULATION

WHERE OCCURS BY

UNIQUE CONDITION

CHARACTER

T H

K R

O U

G H

GYPSUM WALL BOARD

METAL FRAMING

SOUND ATTENUATION

BLANKET INSULATION

WHERE OCCURS BY

UNIQUE CONDITION

CHARACTER

T H

K R

O U

G H

FOIL BARRIER LAYER PER UNIQUE CONDITION ID

GYPSUM WALL BOARD

METAL FRAMING

SOUND ATTENUATION

BLANKET INSULATION

WHERE OCCURS BY

UNIQUE CONDITION

CHARACTER

T H

K R

O U

G H

1/2" PLYWOOD

FOIL BARRIER LAYER PER UNIQUE CONDITION ID

MATERIAL DESCRIPTION

S = STEEL (METAL STUDS)

W = WOOD STUDS

H = SHAFT WALLS

M = MASONRY

C = CONCRETE

RATING / HEIGHT

A = FULL HEIGHT / UNDERSIDE OF STRUCT (NOT RATED)

B = 6" ABOVE CEILING (NOT RATED)

C = UNDERSIDE OF CEILING (NOT RATED)

D = PARTIAL HEIGHT (NOT RATED)

X = VARIABLE HEIGHT (NOT RATED)

S = SMOKE PARTITON (NOT RATED)

0 = 0 HOUR RATED (CORRIDOR)

5 = 0.5 HOUR RATED

1 = 1 HOUR RATED

2 = 2 HOUR RATED

3 = 3 HOUR RATED

4 = 4 HOUR RATED

UNIT WIDTH / CONFIGURATION

F = FURRING STRIPS / CHANNELS

1 = 1 5/8" METAL

2 = 2 1/2" METAL / 1 1/2" WOOD

3 = 3 5/8" METAL

4 = 4" METAL / 3 1/2 WOOD / 3 5/8" CMU

6 = 6" METAL / 5 1/2" WOOD / 5 5/8" CMU / 6" CONC

8 = 8" METAL / 7 1/4" WOOD / 7 5/8" CMU / 8" CONC

10 = 10" CONC

12 = 11 5/8" CMU / 12" CONC

X = NON-STANDARD WIDTH, SEE DETAILS

D = DOUBLE STUD FRAMING

S = STAGGERED STUD FRAMING

GYPSUM WALLBOARD INDICATOR

(NOT INCLUDING SHAFT LINER)

0 = NO GWB

1 = ONE LAYER, TAG SIDE

2 = ONE LAYER, EACH SIDE

3 = TWO LAYERS TAG SIDE, ONE LAYER OTHER

4 = TWO LAYERS, EACH SIDE

5 = TWO LAYERS TAG SIDE, NO GWB OTHER

6 = THREE LAYERS, EACH SIDE

SA.3.10

MATERIAL

RATING / HEIGHT

UNIT WIDTH

GWB INDICATOR

UNIQUE CONDITION

WALL TYPE TAG

PARTITION TYPES

DESCRIPTIONS

UNIQUE CONDITION (SEE SCHEDULE)

(NOT INCLUDING SHAFT LINER)

0 = NO UNIQUE CONDITION

1 = FOIL BARRIER

16 GA. 3-5/8" METAL STUDS 16" O.C.

5/8" GYP. ATTACHED TO EXISTING WALL OR PART OF NEW SA-3-31 PARTITION WHERE OCCURS

SOUND ATTENUATION BATTS IN STUD CAVITY. PROVIDE STRAPPING TO PREVENT INSULATION

FROM SETTLING WITHIN CAVITY. REFER TO WALL TYPE FOR THICKNESS

SCREW STUD FLANGE TO BASE FLANGE. EACH SIDE, EACH STUD.

CONTINUOUS ACOUSTICAL SEALANT

METAL STUD RUNNER ATTACHED TO SUBFLOOR WITH 0.140" DIA POWER DRIVEN PINS @ 24" O.C. AND 6" FROM CORNERS AND DOOR JAMBS, W/ 1 1/4" EMBEDMENT AS PER RAMSET/REDHEAD ICC ESR REPORT #1799 TABLES 1-5 OR EQUAL. METAL STUD RUNNER TO MATCH GAUGE OF METAL STUDS

CONTINUOUS ACOUSTICAL SEALANT BETWEEN METAL STUD RUNNER AND CONCRETE FLOOR

DEEP LEG DEFLECTION TRACK - SECURE TO EXISTING STRUCTURE

CONTINUOUS ACOUSTICAL SEALANT EACH SIDE

(2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED VERTICALLY EACH SIDE. ALTERNATE SEAMS.

ATTACH GYPSUM BOARD TO VERTICAL STUDS ONLY; DO NOT ATTACH TO PARTITION HEAD - PAINT AND TEXTURE ENTIRE WALL FROM TRUE FLOOR TO ROOF STRUCTURE. REFER TO WALL TYPE FOR

QUANTITY AND TYPE

FOIL BARRIER BETWEEN PLYWOOD AND GYPSUM BOARD ON CONTROLLED SIDE ONLY. PROVIDE 6" OVERLAP AND FOIL TAPE AT ALL SEAMS AND INTERSECTIONS, TYP. BARRIER MEETS OR EXCEEDS

ASTM E84-09 CLASS 1 / CLASS A

*FOIL SIDE OF WALL TO FACE ROOM INTERIOR UNLESS NOTED OTHERWISE

CONTINUE FOIL ON FLOOR UNDER FLOOR FINISH FOR ENTIRETY OF CONF. SPACE. ADHERE TO CONCRETE

CONTINUOUS ACOUSTICAL SEALANT BETWEEN DEFLECTION TRACK AND EXISTING STRUCTURE

ARDEX FEATHER FINISH OR SIMILAR INSTALLED OVER FOIL, FLOORING TYP.

1/2" FIRE-TREATED PLYWOOD INSTALLED VERTICALLY AFFIXED TO STUDS WITH GLUE AND #10 TAPPING

SCREWS AT 12" O.C.

2" WIDE x 14 GAUGE, COLD FORMED PLATES

@ 16" O.C. ATTTACHED TO DECK FLUTES

TOP OF STEEL DECK

DEFLECTION SLIP TRACK (TYPICAL)

EXISTING OR NEW WALL OR

SUBSTRATE. REFER TO FLOOR PLANS.

2" WIDE x 14 GAUGE, COLD FORMED

PLATES @ 16" O.C. ATTTACHED TO DECK

TOP OF CONC DECK

DEFLECTION SLIP TRACK

(TYPICAL)

DEFLECTION SLIP TRACK (TYPICAL)

U.L. APPROVED 3 1/2" SOUND ATTENUATION

BATT INSULATION

FIRE RATED JOINT SYSTEM MATCHING

HOURLY WALL RATINGS

FINISH FLOOR

REFER TO FINISH

SCHEDULE FOR WALL BASE

EXISTING OR NEW WALL OR

SUBSTRATE. REFER TO FLOOR PLANS.

FINISH FLOOR

REFER TO FINISH SCHEDULE

FOR WALL BASE

4 7/8"

U.L. APPROVED 3 1/2" SOUND

ATTENUATION BATT INSULATION

2 LAYERS OF 5/8" GYP BD EA SIDE

6 1/8"

FINISH FLOOR

REFER TO FINISH SCHEDULE FOR BASE

FIRE RATED JOINT SYSTEM

MATCHING HOURLY WALL RATINGS

D

L R

G ro u p

REVISIONS

A B C D E F

A P

P R

O V

A L

/1

/2

:3

:0

P

M

A u to d e s k D o c s /5

-2

-0

M

P D

D a ly

/5 -2

-0

M P

D D a ly

-O J S

-C A

A A

R

.r v t

55-21101-00

06/06/2025

D a ly B u ild in g

S w in g t o

O J S

ISSUED FOR

PERMIT

GENERAL NOTES,

ARCHITECTURAL

SYMBOLS &

ABBREVIATIONS

A0.1 th S tr e e t N

W

M P

D C o n fe re n c e

R o o m

A/E ARCHITECT/ENGINEER

AB AIR BARRIER

ABS ASBESTOS

ACC ADA ACCESSIBLE

ACR ACRYLIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AEC AUTOMATED EXTERNAL DEFIBRILLATORS

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTIC WALL PANEL

B.O. BOTTOM OF

BCS BABY CHANGING STATION

BD BOARD

BLK BLOCK

BLKG BLOCKING

BLKHD BULKHEAD

BM(S) BEAM(S)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BATHTUB

BTWN BETWEEN

CAB CABINET

CBD CHALKBOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CLEAR FLOAT GLASS

CI CAST IRON

CIG CLEAR INSULATING GLASS

CIP CAST IN PLACE

CJ CONTROL JOINT

CJA CONTROL JOINT ABOVE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATIONS

COMPR COMPRESSIBLE

CONF CONFERENCE

CONFIG CONFIGURATION

CORR CORRIDOR

CP COVER PLATE

CPT CARPET

CR CHAIR RAIL

CS COUNTERSINK

CSTJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

CU COPPER

CU COMBINATION UNIT

CV CONDOM VENDOR

CY CUBIC YARD

CYL CYLINDER

DB DECIBEL

DBL DOUBLE

DC DUST COLLECTOR

ARCHITECTURAL ABBREVIATIONS

FINISH SCHEDULE - CFCI

TAG Spec Section DESCRIPTION MANUFACTURER PRODUCT SIZE COLOR/FINISH COMMENTS

081416 FLUSH WOOD DOORS

WD-01 081416 FLUSH WOOD DOORS WOOD DOORS VT INDUSTRIES HERITAGE COLLECTION WHITE OAK CLEAR CL18

095113 ACOUSTICAL PANEL CEILINGS

APC-02 095113 ACOUSTICAL PANEL CEILINGS ACOUSTIC PANEL CEILING ARMSTRONG WORLD

INDUSTRIES

OPTIMA W/ 9/16" SUPRAFINE XL SQUARE TEGULAR 24x24 WHITE (WH)

096500 RESILIENT FLOORING

B-01 096500 RESILIENT FLOORING RESILIENT BASE JOHNSONITE STRAIGHT BASE 6" 23 VAPOR GRAY CG RESILIENT BASE-ROLL GOODS, USE ON ALL WALLS

RF-01 096500 RESILIENT FLOORING RESILIENT FLOORING SHAW CONTRACT SOLITUDE 0648V 5mm 6"x48" NATURAL 48250

096800 CARPETING

CPT-02 096800 CARPETING CARPET TILE SHAW CONTRACT COMPANION TILE 5T352 24x24 INCHES DUO 52597 ASHLAR INSTALLATION

CPT-03 096800 CARPETING CARPET ROLL SHAW CONTRACT DUO 52597 BACK WITH RF FOIL

099000 PAINTING

P-01 099000 PAINTING GENERAL PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT EXTRA WHITE SW 7006 GENERAL THROUGHOUT

P-06 099000 PAINTING ACCENT PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT MISTY SW 6232 ACCENT PAINT

P-08 099000 PAINTING EXPOSED CEILING DRYFALL SHERWIN WILLIAMS DRYFALL BLACK MAGIC SW6991, MATTE FINISH EXPOSED CEILING PAINT

FINISH SCHEDULE

PARTITION TYPES

S_-_-1_ NON-RATED STUD PARTITION

MARK ROUGH

THICKNESS

FIRE/SMOKE T.O. WALL

DETAIL

B.O. WALL

DETAIL COMMENTSRATING TESTED ASSEMBLIES

SA 3 10 4 1/4" NR NA 4C/A0.1 5C/A0.1

S_-_-2_ NON-RATED STUD PARTITION

MARK ROUGH

THICKNESS

FIRE/SMOKE T.O. WALL

DETAIL

B.O. WALL

DETAIL COMMENTSRATING TESTED ASSEMBLIES

SA 3 20 4 7/8" NR NA 4D/A0.1 5D/A0.1

S_-_-4_ NON-RATED STUD PARTITION

MARK ROUGH

THICKNESS

FIRE/SMOKE T.O. WALL

DETAIL

B.O. WALL

DETAIL COMMENTSRATING TESTED ASSEMBLIES

SA 3 41 6 1/8" NR NA 4E/A0.1 5E/A0.1

GR GRADE

GRS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HOLLOW CORE

HD HAND DRYER

HDF HIGH DENSITY FIBERBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HR HOUR

HR HANDRAIL

HS HARDWARE SET

HSS HOLLOW STRUCTURAL SHAPE

HVAC HEATING VENTILATING AND AIR CONDITIONING

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IF INSIDE FACE

IIP INSULATED INFILL PANEL GLASS

IJ ISOLATION JOINT

IJS IN JOIST SPACE

INC INCLUDE(ING)

INSUL INSULATION

JAN JANITOR

JBE JOIST BEARING ELEVATION

JCT JUNCTION

JFB JOINT FILLER BOARD

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KD KNOCKDOWN

KH KITCHEN HOOD

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAM LAMINATED

LAV LAVATORY

LBR LUMBER

LDG LOADING

LF LINEAR FOOT

LG LENGTH (LONG)

LG LAMINATED GLASS

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LSC LIFE SAFETY CODE

LTG LIGHTING

LV LOUVER

LVT LUXURY VINYL TILE

MAG MAGNETIC

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MB MOP BASIN

MBD MARKER BOARD

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MEMB MEMBRANE

MH MANHOLE

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MUL MULLION

NC NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NOM NOMINAL

O to O OUT TO OUT

OA OVERALL

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPG(S) OPENING(S)

OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION

OTB OPEN TO BELOW

OVFL OVERFLOW

P PAINT

PAN B PANIC BOLT

PB PARTICLE BOARD

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PCT PORCELAIN CERAMIC TILE

PD PANIC DEVICE

PERF PERFORATED

PERP PERPENDICULAR

PG PATTERN GLASS

PIC PORTABLE INSTRUMENT CONNECTION

PIG PATTERN INSULATING GLASS

PL PLATE

PL PROPERTY LINE

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT(OR) (ION)

PS PROJECTION SCREEN

PT POINT

PT POINT OF TANGENCY

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWL SOUND POWER LEVEL

QT QUARRY TILE

QTR RND QUARTER ROUND

R RISER

RAD RADIUS

RB RUBBER BASE

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REM REMOVABLE

RESIL RESILIENT

RF RESILIENT FLOORING

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RI&C ROUGH IN AND CONNECT

S SINK

SAT SPRAYED ACOUSTIC TREATMENT

SAW SOUND ABSORBING WALL UNITS

SB SPLASH BLOCK

SC SOLID CORE

SC SHOWER CURTAIN

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOK

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

SD SOAP DISPENSER

SECY SECRETARY

SF SQUARE FEET

SG SPANDREL GLASS

SGL SINGLE

SH SHOWER

SHM SECURITY HOLLOW METAL

DEPR DEPRESS(ION)(ED)

DEPT DEPARTMENT

DET DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIAG DIAGONAL

DPFG DAMPROOFING

DR DOOR

DSN DOWNSPOUT NOZZLE

DW DISHWASHER

DWL(S) DOWEL(S)

DWR DRAWER

EB EXPANSION BOLT

EE EACH END

EEW EMERGENCY EYE WASH

EEWS EMERGENCY EYE WASH SHOWER

EFF EFFICIENCY

EJ EXPANSION JOINT

ELAS ELASTOMERIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

ERF EPOXY RESIN FLOORING

EUI ENERGY USE INTENSITY

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXP EXPOSED

F FABRIC

F.O. FACE OF

FAB FABRICATE(D)

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLM FULL LENGTH MIRROR

FLUOR FLUORESCENT

FO FINISH OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOFING

FR FIRE RESISTANT

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RESISTANCE TREATED

FS FLOOR SINK

FSS FOLDING SHOWER SEAT

FTG FOOTING

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

G GROUT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GD GARBAGE DISPOSAL

GEN GENERAL

GFA GROSS FLOOR AREA

GL GLUE LAMINATED

GL GLASS

GMP GUARANTEED MAXIMUM PRICE

GR GUARD RAIL

S_-_-3_ NON-RATED STUD PARTITION

MARK ROUGH

THICKNESS

FIRE/SMOKE T.O. WALL

DETAIL

B.O. WALL

DETAIL COMMENTSRATING TESTED ASSEMBLIES

SA 3 31 6 1/4" NR NA 5A/A0.1 5A/A0.1

SCALE: 6" = 1'-0"A0.1

5A PERIMETER LAA WALL DETAIL

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SPL SOUND PRESSURE LEVEL

SQ SQUARE

SS SOLID SURFACE

SSA STORM SHELTER AREA

SSS STAINLESS STEEL SHELF

SST STAINLESS STEEL

ST STONE

ST STAIR

STAG'D STAGGERED

STC SOUND TRANSMISSION CLASS

STGR STRINGER

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

T TREAD

T&G TONGUE AND GROOVE

T.O. TOP OF

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TCP TOILET COMPARTMENT PARTITION

TERR TERRAZZO

TFG TINTED FLOAT GLASS

TG TEMPERED GLASS

TH THRESHOLD

THK THICK(NESS)

TI TENANT IMPROVEMENT

TIG TINTED INSULATING GLASS

TMR TILT MIRROR UNIT

TOIL TOILET

TOP TOP OF PAVING

TRANS TRANSVERSE

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

TW TACK WALL

UL UNDERWRITERS LABORATORIES

UR URINAL

US UTILITY SHELF

UTIL UTILITY

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VF VINYL FLOOR

VOC VOLITILE ORGANIC COMPOUND

VOL VOLUME

VP VENEER PLASTER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE

WB WALL BASE

WC WATER CLOSET

WC WALL COVERING

WCL WATER CLOSET/LAVATORY COMBINATION

WD WOOD

WDF WOOD FLOORING

WDW WINDOW

WG POLISHED WIRE GLASS

WI WROUGHT IRON

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT BARRIER

WW WARM WHITE

WWF WELDED WIRE FABRIC

YD YARD

SCALE: 1 1/2" = 1'-0"A0.1

4C T.O. WALL DETAIL

SCALE: 1 1/2" = 1'-0"A0.1

4D T.O. WALL DETAIL

SCALE: 1 1/2" = 1'-0"A0.1

4E T.O. WALL DETAIL

SCALE: 1 1/2" = 1'-0"A0.1

5C B.O. WALL DETAIL

SCALE: 1 1/2" = 1'-0"A0.1

5D B.O. WALL DETAIL

SCALE: 1 1/2" = 1'-0"A0.1

5E B.O. WALL DETAIL

THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS INCLUDING

CONSULTANT'S DRAWINGS AND SHALL IMMEDIATELY REPORT ANY NOTED DISCREPANCIES,

INCONSISTENCIES, OR OMISSIONS TO THE ARCHITECT. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONSTRUCTION DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP

DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTIONS OF THE WORK.

AIA DOCUMENT A201- 2017 GENERAL CONDITIONS SHALL BE INCORPORATED INTO THESE DOCUMENTS.

THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S DESIGN SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THESE DOCUMENTS SHALL NOT BE USED BY OTHERS IN WHOLE OR IN PART FOR ADDITIONS TO THIS PROJECT OR FOR OTHER

PROJECTS.

G1 SUPPLEMENTAL INSTRUCTIONS

G1.1 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 - BASIC DEFINITIONS, 1.1.9 - THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED, WHERE SO REQUIRED, UNLESS NOTED

OTHERWISE (U.N.O.)

G1.2 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 - BASIC DEFINITIONS, 1.1.10 - THE TERM "BUILDING STANDARD" AS NOTED ON DRAWINGS AND AS SPECIFIED HEREIN, REFERS TO ALL MATERIALS, LABOR, INSTALLATION, ETC. PER BUILDING OWNER'S CRITERIA. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING WITH OWNER FOR PROCUREMENT OF BUILDING STANDARDS

DOCUMENTATION.

G1.3 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 - BASIC DEFINITIONS, 1.1.11 - "WORK"

SHALL INCLUDE ALL LABOR, ASSEMBLIES AND FINISH WORK WITH ALL PARTS AND MATERIALS

NECESSARY TO MAKE A COMPLETE, IN PLACE, PROPERLY WORKING AND FINISHED INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR NOT.

G2 CONSTRUCTION DOCUMENTS

G2.1 ALL DIMENSIONS AND DESCRIPTIONS ON CONSTRUCTION DRAWINGS ARE COMPLEMENTARY. ANY

WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS

THOUGH ON ALL RELATED DOCUMENTS.

G2.2 ANY CONFLICTS BETWEEN THE MECHANICAL/ ELECTRICAL/ PLUMBING/ SPECIAL SYSTEMS OR OTHER DRAWINGS IN THIS SET ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT

PRIOR TO CONSTRUCTION.

G2.3 UNLESS NOTED OTHERWISE, ALL DRAWINGS HAVE BEEN PRODUCED TO SCALE, CONTRACTOR SHALL

NOT DIRECTLY MEASURE OR "SCALE" SAID DRAWINGS TO ASCERTAIN ANY DIMENSION.

G3 CONTRACTUAL RELATIONSHIPS

G3.1 NOTHING CONTAINED IN THESE DRAWINGS, OR IN ANY ACCOMPANYING CONTRACT DOCUMENTS, SHALL CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN THE CONTRACTOR AND THE

ARCHITECT.

G4 BIDDING

G4.1 PRIOR TO THE BID, THE CONTRACTOR SHALL EXAMINE THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK AND SHALL COMPARE IT WITH THE DRAWINGS AND BE SATISFIED AS TO

THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL AT SUCH

TIME ASCERTAIN AND CHECK LOCATIONS OF THE EXISTING STRUCTURE AND BUILDING SYSTEMS.

G4.2 CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY VARIATIONS OR DISCREPANCIES FROM THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. THE SUBMISSION OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT AND/ OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.

G4.3 WITHIN FIVE (5) DAYS FROM AWARD OF THE CONTRACT, CONTRACTOR SHALL PROVIDE A

SUBCONTRACTOR'S LIST INCLUDING CONTACT AND LICENSING INFORMATION.

G4.4 THE CONTRACTOR SHALL EXPRESSLY ACKNOWLEDGE, IN WRITING, IN HIS BID, THAT HE HAS READ

AND REVIEWED THESE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY, INCLUDING ALL

INFORMATION CONTAINED IN THESE SPECIFICATION SHEETS.

G5 CONSTRUCTION PROGRESS SCHEDULE

G5.1 THE CONTRACTOR, PRIOR TO BEING GIVEN NOTICE TO PROCEED, SHALL PREPARE AND SUBMIT TO

THE ARCHITECT A PRELIMINARY CONSTRUCTION SCHEDULE OF THE WORK IN BAR CHART FORM.

G5.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING PERMITS FOR ALL PHASES OF THE WORK

AS REQUIRED BY FEDERAL, STATE, COUNTY AND MUNICIPAL LAW.

G6 USE OF PREMISES

G6.1 CONTRACTOR SHALL CONFINE HIS APPARATUS, DELIVERY AND STORAGE OF MATERIALS, AND THE

OPERATION OF HIS WORKERS TO LIMITS DEFINED BY THE OWNER. CONTRACTOR SHALL NOT

UNREASONABLY ENCUMBER THE PREMISES TO THE INCONVENIENCE OF THE TENANTS AND OWNER'S

PERSONNEL AND OPERATION.

G6.2 CONTRACTOR SHALL MINIMIZE NOISE DISTURBANCE TO ADJACENT OCCUPANTS.

G6.3 CORING AND OTHER WORK WHICH MIGHT AFFECT OTHER TENANTS SHALL BE SCHEDULED WITH

OWNER'S AND BUILDING LANDLORD'S APPROVAL.

G6.4 CONTRACTOR IS RESPONSIBLE FOR STACKING OF ALL MATERIALS DURING CONSTRUCTION IN A MANNER THAT PREVENTS LIVE LOADS FROM EXCEEDING THOSE ALLOWED FOR IN THE BUILDING'S

STRUCTURAL DESIGN. CONTRACTOR TO COORDINATE THIS WITH BUILDING LANDLORD.

G7 CONSTRUCTION OFFICE

G7.1 CONTRACTOR SHALL PROVIDE AND MAINTAIN A FIELD CONSTRUCTION OFFICE, LOCATED AS

DIRECTED BY THE OWNER AND/OR LANDLORD.

G7.2 CONTRACTOR SHALL ALLOW FOR ACCESS BY OTHER VENDORS AND OWNER'S OWN FORCES.

CONTRACTOR SHALL COOPERATE WITH THE TENANT ON SCHEDULING AND PERFORMING THE

CONTRACTOR'S WORK TO AVOID CONFLICT, DELAY, OR INTERFERENCE WITH THE WORK OF OTHER

VENDORS OR THE CONSTRUCTION OR OPERATIONS OF THE OWNER'S OWN FORCES.

G7.3 CONTRACTOR SHALL MAINTAIN, ON THE SITE, ONE RECORD COPY OF THE RECORD DRAWINGS, RECORD SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR REQUIRED SUBMITTALS FOR

REFERENCE.

G7.4 CONTRACTOR SHALL PROVIDE UNLIMITED LOCAL TELEPHONE SERVICE FOR THE USE OF ALL SUBCONTRACTORS, SUPPLIERS, DESIGNERS, AND INSPECTORS. LONG DISTANCE CHARGES SHALL

BE PAID BY THE CONTRACTOR AND MAY BE CHARGED TO THOSE INCURRING SUCH COSTS.

G8 TOILET FACILITIES AND DRINKING WATER

G8.1 UPON THE APPROVAL OF THE OWNER, THE USE OF DESIGNATED TOILET FACILITIES AND DRINKING FOUNTAINS WITHIN THE BUILDING SHALL BE AVAILABLE FOR THE USE OF ALL WORKERS FOR THE DURATION OF THE PROJECT. IF, AT ANY TIME, THE OWNER FEELS THAT ANY OF THE WORKMEN ARE RESPONSIBLE FOR LEAVING A TOILET ROOM OR DRINKING FOUNTAIN UNNECESSARILY DIRTY, OR

ARE RESPONSIBLE FOR CAUSING ANY DAMAGE TO EXISTING TOILET FACILITIES OR DRINKING

FOUNTAINS, THE OWNER MAY HOLD THE CONTRACTOR RESPONSIBLE FOR THE COST OF CLEANUP

OR REPAIR.

G9 PROTECTION OF PERSONS AND PROPERTY

G9.1 CONTRACTOR SHALL PROTECT AREAS AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC., AND SHALL

PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED TO

PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. DAMAGE TO NEW AND EXISTING

MATERIAL, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE

SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR.

G9.2 CONTRACTOR SHALL ERECT DUST-PROOF BARRIERS, AT THE DIRECTION OF THE OWNER.

G10 INTERRUPTION OF SERVICES

G10.1 CONTRACTOR SHALL COOPERATE WITH OWNER IN REGARD TO ANY INTERRUPTIONS OR SHUTDOWN OF ELECTRICAL, MECHANICAL, PLUMBING, OR TELEPHONE SERVICE. OWNER SHALL BE NOTIFIED AS

REQUIRED BUT NOT LESS THAN 48 HOURS IN ADVANCE BEFORE SHUTDOWN OCCURS.

G11 SECURITY

G11.1 CONTRACTOR SHALL OBTAIN THROUGH OWNER, THE REQUIRED SECURITY CLEARANCES, ACCESS

ARRANGEMENTS, PASSES, OR BADGES NECESSARY FOR ALL WORKERS, SUBCONTRACTORS, AND

SUPPLIERS WHO MAY REQUIRE ACCESS TO THE FACILITY DURING CONSTRUCTION, AND SHALL

COOPERATE WITH THE OWNER IN REGARD TO ANY AREAS OF LIMITED ACCESS.

G12 DEBRIS CONTROL AND CLEANING

G12.1 THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS INSIDE OR OUTSIDE JOB SITE. THE BUILDING REFUSE

FACILITIES SHALL NOT BE USED FOR THIS PURPOSE.

G12.2 AT COMPLETION, THE CONTRACTOR SHALL LEAVE PREMISES AND ALL SURFACES AND FIXTURES

FINISHED, CLEANED, ORDERLY, AND READY FOR MOVE-IN.

G14 PROJECT MEETINGS

G13.1 AT THE OWNERS REQUEST, THE CONTRACTOR SHALL SCHEDULE REGULAR AND PERIODIC MEETINGS

TO REVIEW THE PROJECT.

G13.2 THE CONTRACTOR SHALL PREPARE AGENDAS OF THE MEETING AND DISTRIBUTE COPIES TO PARTIES IN ATTENDANCE. IN GENERAL, THESE MEETINGS SHOULD BE ATTENDED BY: THE CONTRACTOR, THE OWNER OR OWNER'S REPRESENTATIVE, THE ARCHITECT, THE SUBCONTRACTORS OR SUPPLIERS AS

MAY BE APPROPRIATE TO THE AGENDA, AND OTHERS.

G13.3 THE CONTRACTOR SHALL RECORD MINUTES OF THE PROJECT MEETINGS INCLUDING SIGNIFICANT PROCEDURES AND DECISIONS. COPIES OF THESE MINUTES SHALL BE DISTRIBUTED WITHIN FOUR

DAYS AFTER EACH MEETING TO ALL PARTICIPANTS.

G14 WORKMANSHIP AND MATERIALS

G14.1 ALL WORK SHALL BE DONE IN THE FINEST QUALITY/WORKMANSHIP - LIKE MANNER, IN ACCORDANCE WITH THE INDUSTRY STANDARD FOR CONSTRUCTION, FABRICATION AND INSTALLATION FOR EACH TRADE. UNLESS OTHERWISE NOTED, USE ONLY NEW, HIGHEST QUALITY MATERIALS CONSISTENT

WITH SPECIFICATIONS AS INDICATED.

G15 SUBMITTALS

G15.1 WITHIN FIVE (5) DAYS FROM AWARD OF THE CONTRACT, CONTRACTOR SHALL SUBMIT TO THE

ARCHITECT, A DETAILED SHOP DRAWING SUBMITTAL AND SAMPLE SCHEDULE.

G15.2 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL FABRICATED ITEMS INCLUDING MECHANICAL AND ELECTRICAL EQUIPMENT, CUT SHEETS FOR ALL FIXTURES AND EQUIPMENT AND SAMPLES OF ALL FINISHES TO THE ARCHITECT PRIOR TO TIMELY ORDERING. A SUMMARY OF (BUT

NOT LIMITED TO) SUBMITTALS REQUIRED UNDER THE ARCHITECTURAL SCOPE OF WORK ARE AS

FOLLOWS.

G15.3 THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK REQUIRING SUBMITTAL AND

REVIEW OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNTIL THE

RESPECTIVE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ARCHITECT. SUCH WORK

SHALL BE IN ACCORDANCE WITH ACCEPTED SUBMITTALS.

G15.4 THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITIES FOR DEVIATIONS FROM

REQUIREMENTS OF THE CONTRACT DOCUMENTS BY ARCHITECT'S REVIEW OF SHOP DRAWINGS,

PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT, IN WRITING, OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THE

ARCHITECT HAS GIVEN WRITTEN ACCEPTANCE TO THE SPECIFIC DEVIATION. THE CONTRACTOR

SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY ARCHITECT'S ACCEPTANCE THEREOF.

G15.5 THE ARCHITECT WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION UPON THE CONTRACTOR'S SUBMITTALS SUCH AS SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT

EXPRESSED IN THE CONTRACT DOCUMENTS. ARCHITECT'S ACTION WILL BE TAKEN WITH SUCH

REASONABLE PROMPTNESS AS TO CAUSE NO DELAY IN THE WORK OR IN THE ACTIVITIES OF THE

OWNER, CONTRACTOR OR SEPARATE CONTRACTORS, WHILE ALLOWING SUFFICIENT TIME IN

ARCHITECT'S PROFESSIONAL JUDGMENT TO PERMIT ADEQUATE REVIEW. REVIEW OF SUCH

SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND

COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, OR FOR

SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS REQUIRED BY THE CONTRACT DOCUMENTS. ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS, OR UNLESS OTHERWISE SPECIFICALLY STATED BY THE ARCHITECT, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. ARCHITECT'S REVIEW OF A SPECIFIC ITEM

SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.

G15.6 BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED FIELD MEASUREMENTS, FIELD

CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA, THAT EACH

SUBMITTAL HAS BEEN CHECKED AND COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT.

G15.7 THE CONTRACTOR SHALL REVIEW AND STAMP, WITH HIS APPROVAL , ALL SUBMITTALS. ANY

SUBMITTALS WHICH DO NOT BEAR CONTRACTOR'S APPROVAL STAMP SHALL BE RETURNED

WITHOUT REVIEW. WHERE PRINTED MATERIALS DESCRIBE MORE THAN ONE PRODUCT OR MODEL,

CLEARLY IDENTIFY WHICH IS TO BE FURNISHED. SHOP DRAWINGS SHALL NOT BE REPRODUCTIONS

OF CONSTRUCTION DOCUMENTS. EACH SHOP DRAWING, SAMPLE AND PRODUCT DATA SUBMITTAL

SHALL BE PROPERLY IDENTIFIED BEARING THE NAME AND QUALITY OF THE MATERIAL, THE

MANUFACTURER'S NAME, THE CONTRACTOR'S NAME, THE SUBCONTRACTOR'S NAME, THE NAME OF

THE PROJECT AND THE DATE OF SUBMISSION.

G15.8 REJECTED SHOP DRAWINGS AND SAMPLES SHALL BE RESUBMITTED AS SOON AS POSSIBLE AND

SHALL BE IDENTIFIED AS "RESUBMITTALS".

G15.9 THE CONTRACTOR SHALL IDENTIFY SPECIFIC ATTENTION, IN WRITING, ON RESUBMITTED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES TO REVISIONS, OTHER THAN THOSE REQUESTED BY THE

ARCHITECT.

G15.10 THE CONTRACTOR SHALL MAKE SUBMITTALS IN THE FOLLOWING QUANTITIES:

PROVIDE 1 COPY OF THE FOLLOWING SECTIONS:

092116 104416 087100 115213 113000 100000

PROVIDE 1 COPY AND 3 SAMPLES OF THE FOLLOWING SECTIONS:

072700 081100 044300 081400 083000 081116 093000 095100 088000 096513 096800 096500 098000 099000 097200 106900 122000 101100

PROVIDE 2 COPIES AND 3 SAMPLES OF THE FOLLOWING SECTIONS:

055800 064000 055200 099700 079000

PROVIDE 4 COPIES OF THE FOLLOWING SECTION:

230000 260000

G16 CLARIFICATIONS

G16.1 ALL REQUESTS FOR CLARIFICATION OF THE CONSTRUCTION DRAWINGS SHALL BE DIRECTED TO THE ARCHITECT USING THE REQUEST FOR INFORMATION (R.F.I) FORM. ALL RESPONSES SHALL BE ISSUED THROUGH THE ARCHITECT IN THE R.F.I. FORM OR ARCHITECTS SUPPLEMENTAL INSTRUCTION (A.S.I.).

G17 CLAIMS FOR ADDITIONAL COSTS

G17.1 IF THE CONTRACTOR WISHES TO MAKE A CLAIM FOR AN INCREASE IN THE CONTRACT SUM, HE SHALL GIVE THE ARCHITECT WRITTEN NOTICE THEREOF WITHIN SEVEN (7) DAYS AFTER THE OCCURRENCE OF THE EVENT GIVING RISE TO SUCH CLAIM. THIS NOTICE SHALL BE GIVEN BY THE CONTRACTOR BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN AN EMERGENCY ENDANGERING LIFE OR

PROPERTY. ANY CHANGE IN THE CONTRACT SUM RESULTING FROM SUCH CLAIM SHALL BE

AUTHORIZED BY A WRITTEN CHANGE ORDER APPROVED BY OWNER.

G18 DOCUMENTATION AT SITE

G18.1 CONTRACTOR SHALL MAINTAIN, ON THE SITE, ONE RECORD COPY OF THE DRAWINGS/

SPECIFICATIONS, ADDENDA, CHANGE ORDERS AND OTHER MODIFICATIONS, AND MARKED

CURRENTLY TO RECORD FIELD CHANGES AND SELECTIONS MADE DURING CONSTRUCTION. THREE

COPIES OF THESE RECORD DRAWINGS ARE TO BE DELIVERED TO THE ARCHITECT FOR SUBMITTAL TO

THE OWNER UPON COMPLETION OF THE WORK.

G19 WARRANTIES AND OPERATING INSTRUCTIONS

G19.1 PRIOR TO FINAL APPLICATION FOR PAYMENT OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IN TRIPLICATE, ON BEHALF OF HIMSELF AND HIS SUBCONTRACTORS: A ONE (1) YEAR WRITTEN GUARANTEE AGAINST DEFECTIVE RESPECTIVE WORKMANSHIP AND/OR MATERIALS.

THIS GUARANTEE SHALL BE IN ADDITION TO (NOT IN LIEU OF) ANY WARRANTIES AND/OR GUARANTEES

PROVIDED BY PRODUCT MANUFACTURERS, SUPPLIERS, ETC.

G19.2 PRIOR TO FINAL APPLICATION FOR PAYMENT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IN

TRIPLICATE, CLOSEOUT DOCUMENTATION CONSISTING OF THE FOLLOWING:

EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES.

PROJECT RECORD DOCUMENTS

OPERATIONS AND MAINTENANCE DATA

WARRANTIES AND BONDS

SPARE PARTS AND MAINTENANCE MATERIALS

KEY AND KEYING SCHEDULE

EVIDENCE OF PAYMENT AND RELEASE OF LIENS

CONSENT OF SURETY AND FINAL PAYMENT

CERTIFICATES OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS.

G20 COMPLETION

G20.1 WHEN CONTRACTOR IS NEARING COMPLETION, HE SHALL NOTIFY THE ARCHITECT ACCORDINGLY IN WRITING. UPON INSPECTION, THE ARCHITECT SHALL PREPARE A FINAL PUNCH LIST OUTLINING

INCOMPLETE OR UNACCEPTABLE WORK. CONTRACTOR SHALL COMPLETE ALL PUNCH LIST ITEMS

WITHIN TWO (2) WEEKS OF RECEIPT OF PUNCH LIST. THE PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL ITEMS ON THE PUNCH LIST HAVE BEEN RESOLVED AND ALL RECORD DRAWINGS, WARRANTIES AND OPERATING INSTRUCTIONS HAVE BEEN RECEIVED AND REVIEWED BY THE

ARCHITECT.

DRAWINGS SAMPLE DATA

044300 STONE MASONRY X X

055200 METAL RAILINGS X

055800 FORMED METAL FABRICATIONS X X X

064000 ARCHITECTURAL WOODWORK X X X

072700 AIR BARRIERS X X

079000 JOINT PROTECTION X X

081100 METAL DOORS & FRAMES X X

081116 ALUMINUM DOORS & FRAMES X X X

081400 WOOD DOORS X X X

083000 SPECIALTY DOORS & FRAMES X X

087100 DOOR HARDWARE X X

088000 GLAZING X X X

092116 GYPSUM BOARD ASSEMBLIES X X X

093000 TILING X X

095100 ACOUSTICAL CEILINGS X X

096500 RESILIENT FLOORING X X

096513 RESILIENT BASE X X

096800 CARPETING X X X

097200 WALL COVERING X X

099000 PAINTING AND COATING X X

096900 ACCESS FLOORING X X X

099700 SPECIAL COATINGS X X

100000…