S02_Attachment 8 - Updated Drawings.pdf

PROJECT REVIEW

DATE: APPROVED: DIRECTOR

DATE: APPROVED: ASSOCIATE DIRECTOR

DATE: APPROVED: ASSISTANT DIRECTOR

DATE: APPROVED: CHIEF OF STAFF

DATE: APPROVED: CHIEF ENGINEER

DATE: APPROVED: ASSOCIATE DIRECTOR, PATIENT CARE SERVICES

DATE: APPROVED:

DATE: APPROVED:

ALBUQUERQUE

INTERNATIONAL

AIRPORT

GIBSON BLVD SE

CENTRAL AVE SE

RAYMOND G. MURPHY

VA MEDICAL CENTER

W Y

O M

IN

G

B L V

D S

E

CENTRAL AVE SE

I-25

I-25

I-40

S A

N M

A T

E O

B L V

D S

E

Y A

L E

B L V

D S

E

SUNPORT

BLVD

ALBUQUERQUE

INTERNATIONAL

AIRPORT

GIBSON BLVD SE

RAYMOND G. MURPHY

VA MEDICAL CENTERI-25

S A

N M

A T

E O

B L V

D S

E

Y A

L E

B L V

D S

E

SUNPORT BLVD *

PROJECT

LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical and Plumbing:

C U s e rs

\K e v in

\D o w n lo a d s \5

-C

S I-

N u c le a r

M e d ic in e \0

W o rk in g F ile s \0

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A -A

B Q

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H .c o m d e ta c h e d .r v t

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:0

:2

A

M

G-000

COVER SHEET

TRIPLE C The A/E Group

1839 S. Alma School Rd., Ste. 300

Mesa, AZ 85210

307-460-2054

Mat Perkins

PREPARE SITE FOR NUCLEAR

MEDICINE SUPPORT SPACE - B41

1501 San Pedro Dr. SE, Albuquerque, NM 87108

501-CSI-108

April 06, 2020 M. PERKINS D. YOUNG

ISSUED FOR

CONSTRUCTION

NEW MEXICO VA HEALTH CARE SYSTEM

(NMVAHCS)

PREPARE SITE FOR NUCLEAR MEDICINE SUPPORT SPACE

BUILDING 41

CLIENT:

George F. Ballesteros

Contract Specialist: Construction Branch Network Contracting Office (NCO) 18 (SAVAHCS)

3601 S 6th Ave, Tucson, AZ 85723

(520) 792-1450 x4387 (P)

(520) 629-1817 (F)

Warren Battiste Contracting Officer's Representative New Mexico VA Health Care System

1501 San Pedro Drive Southeast Albuquerque, NM 87108

(505) 265-1711 x2895 (O)

(505) 274-0182 (C)

ISSUED FOR CONSTRUCTION

SUBMITTAL

April 06, 2020

VA CSI PROJECT NO : 501-CSI-108

501-CSI-108 – Medicine support space associated with PET-CT equipment install. This support space is required to support the actual equipment installation work approved in a contract through the National Acquisition Center (NAC).

The Contractor shall provide all modifications to the HVAC, plumbing, electrical, IT, security, CCTV and fire suppression systems and shall renovate the space per the architectural design, including: built-in counters, cabinetry, floor plan modifications, lead shielding and new finishes as shown on the drawings and in accordance with the specifications.

Contractor Scope of Work to complete Nuclear Medicine support space includes the summarized work described below 9see drawings and specifications for complete scope of work):

• The Overall Project will be performed within the following existing rooms/ located on the first floor of the VA Medical Center: Building 41.

• Contractor shall follow provide new lead shielding as shown on the drawings based on Physicist report.

• All construction is to be performed in one phase during normal working hours. Off-hours premium time is included for noise abatement and utility shutdowns only. Any item(s) to be salvaged by the owner are to be removed by the owner from the site before construction begins.

• Contractor shall provide dumpsters for disposal of construction debris and materials. The construction contractor will be required to submit construction waste debris reports to include weight of construction waste, weight of any recycled materials and the cost for removing construction waste.

• The contractor shall comply with all OSHA requirements and guidance provided in the contract specifications and drawings. The construction contractor shall comply with VA and Medical Center guidance to ensure infection controls during the construction. Contractor maintain shall at least -0.03 "w.g. negative air pressure at all times and shall submit ICRA coordination drawings for approval prior to beginning any work.

• All new floor, wall, and ceiling penetrations associated with the Nuclear Medicine support space will be properly sealed per NEC, NFPA, and facility specifications. Existing penetrations in the area of work shall also be properly sealed so that the entire Area of Work is compliant.

• Contractor shall provide new doors and an automatic door operator for the existing door to the Nuclear Medicine Reception Area.

• Provide material and equipment to install new curtain track and curtain.

• Provide new partitions, flooring and ceiling per the architectural drawings and new finishes per the Room Finish plans and schedule.

• Provide new casework, furnishings and signage as shown on the drawings.

• For fire suppression, contractor shall provide materials, install, commission and certify to reconfigure the existing automatic sprinkler system to accommodate the new layout. All drops to sprinklers shall be hard piped, no flexible connections are allowed.

• For plumbing, provide new isolation valves at existing system points of connection and provide materials, install, commission and certify new and existing medical gas systems. Provide new station standard outlets.

• Heat, Ventilating, and Air Conditioning, remove existing HVAC systems as required and provide materials, install, commission and integrate new HVAC equipment, devices and ductwork as required to reconfigure the existing system. Contractor shall perform Testing and Balancing the HVAC for the new space configuration. Further, contractor shall provide new controls and commission existing mechanical equipment serving the Nuclear Medicine spaces, including fan coil units, terminal units, humidifier and air handling units. All devices shall be addressable and controllable via the existing ALC Bacnet control system. All existing HVAC systems impacted by the modifications shall be tested with a pre-construction TAB report and returned to original values at post-construction TAB.

• For Electrical, remove existing electrical systems as required and provide materials, install, commission and integrate new electrical equipment, devices and wire/conduit as required to reconfigure the existing system and to serve the new renovation. Provide new lighting, devices, receptacles and door push plates, etc. within the area of work .

• For communications and security systems, remove existing systems as required and provide materials, install, commission and integrate new communications and electrical equipment, devices and wire/conduit as required to reconfigure the existing system and to serve the new renovation. This also includes providing new controls for all HVAC devices serving the existing Nuclear Medicine space. Final termination of network cabling shall be coordinated with VA IT staff. Provide for material to install Nurse Call system to accommodate the nuclear medicine support spaces. For Electronic Safety and Security, relocate and reconfigure existing fire alarm devices, security and CCTV to accommodate the Nuclear Medicine support space.

• Any connections into existing systems such as utility or communications must be verified to ensure compatibility with the systems overall. Any existing systems or utilities that must be moved to accommodate this new work is part of the Contractor's scope of work.

• Contractor will be required to submit complete coordination drawings for all new and existing systems for this project for approval prior to beginning any work. See specifications for additional details.

VICINITY MAP

NORTH

LOCATION MAP

NORTH

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

_____________________________SIGNATURE ________________DATE

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS, TESTING

AND WRITTEN REPORTS FOR ALL DIVISIONS (PAID BY THE GENERAL CONTRACTOR).

CONTRACTOR SHALL EMPLOY THIRD PARTY INSPECTION CONSULTANTS TO PERFORM

ALL INSPECTIONS REQUIRED BY THIS CONTRACT. THE VA HAS NO INSPECTION

CAPABILITY. ANY REFERENCE TO VA INSPECTIONS SHALL BE BY A THIRD-PARTY

INSPECTOR QUALIFIED TO PERFORM THE WORK. CREDENTIALS SHALL BE SUPPLIED

TO THE VA/AE AS REQUIRED BY THIS CONTRACT. ALL INSPECTIONS, TESTING,

CERTIFICATIONS, AND PERMITS ARE TO BE PAID FOR BY THE GENERAL CONTRACTOR.

THE VA WILL NOT PAY FOR OR PERFORM ANY REQUIRED INSPECTIONS. VA

INSPECTIONS ARE FOR VA USE ONLY, WHEN PERFORMED, AND DO NOT REDUCE THE

INSPECTION BURDEN ON THE CONTRACTOR.

SCOPE OF WORK

THIS PROJECT MUST BE "STAND-ALONE". THE PROJECT CANNOT DEPEND ON

ANOTHER PROJECT OR OTHER FUNDING SOURCE TO MAKE FINAL RESULT

COMPLETE AND USABLE.

Revisions: Date:

ADDENDUM 2 03/31/2020

Expires 6.30.16Expires: 6/30/1821

4/6 /20

04/06/2020

ARCHITECTURAL SYMBOLS

COLUMN GRID LINE

(EXISTING)

EXISTING TO REMAIN

EXISTING TO BE

REMOVED

EXISTING TO REMAIN

NEW CONSTRUCTION

ROOM TAG

ROOM NAME

ROOM NUMBER

DOOR NUMBER

SYMBOL AND MINIMUM

CLEARANCES

WALL LEGEND

AREA OR VOLUME

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/ RCP

POSITION ON SHEET

SHEET NUMBER

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

WALL TYPE TAG

FRAME TYPE -

EXTERIOR & LOUVER

CURTAIN PANEL TYPE

DRAWING NUMBER

DRAWING SCALE

DRAWING NUMBER

DRAWING SCALE

SHEET NUMBER

REFERENCING

SHEET NUMBER

VIEW TITLE

VIEW TITLE WITH REFERENCE

KEYNOTE

DRAWING REVISION

LEVEL DATUM

LEVEL NAME

LEVEL ELEVATION

NORTH ARROW

FRAME TYPE - INTERIOR

GRAPHIC SCALE

0 4'-0" 8'-0" 16'-0"

IF THIS IS NOT A 42"x30" SHEET IT IS A

REDUCED SIZE PLOT, USE GRAPHIC

SCALE ACCORDINGLY.

18" MIN.

12" MIN. 4" MIN.

7'-0" R 3'-11"

99.917°

DIMENSION TO FACE OF

FINISH, FACE OF CONCRETE,

COLUMN CENTERLINE, OR

AS NOTED.

CENTERLINE

COLUMN GRID LINE

(NEW)

MATCHLINE

FOR CONTINUATION SEE: ?/?

MATCHLINE

FOR CONTINUATION SEE: ?/?

VIEW REFERENCE FOR

ADDITIONAL INFORMATION

REFERENCE TO AREA

MATCHLINE AND VIEW REFERENCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical and Plumbing:

C U s e rs

\K e v in

\D o w n lo a d s \5

-C

S I-

N u c le a r

M e d ic in e \0

W o rk in g F ile s \0

R e v it F ile s \V

A -A

B Q

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R C

H .c o m d e ta c h e d .r v t

/6

/2

:0

:3

A

M

G-001

DRAWING INDEX, ABBREVIATIONS

& SYMBOLS

TRIPLE C The A/E Group

1839 S. Alma School Rd., Ste. 300

Mesa, AZ 85210

307-460-2054

Mat Perkins

PREPARE SITE FOR NUCLEAR

MEDICINE SUPPORT SPACE - B41

1501 San Pedro Dr. SE, Albuquerque, NM 87108

501-CSI-108

April 06, 2020 MRP NMB

ISSUED FOR

CONSTRUCTION

Drawing Sheet List Sheet

Number Sheet Name 65%

Submittal 95%

Submittal 100%

Submittal

IFC

Submittal

GENERAL

G-000 COVER SHEET YES YES YES YES

G-001 DRAWING INDEX, ABBREVIATIONS & SYMBOLS YES YES YES YES

G-002 GENERAL NOTES YES YES YES YES

G-101 GENERAL CODE DATA & LIFE SAFETY PLAN YES YES

G-400 GENERAL TYPICAL FIXTURE AND SIGNAGE MOUNTING HEIGHTS YES

ARCHITECTURAL

AD101 ARCHITECTURAL ENLARGED DEMOLITION PLAN YES YES YES YES

A-100 ARCHITECTURAL COMPOSITE FLOOR PLAN YES YES YES YES

A-101 ARCHITECTURAL ENLARGED PLAN YES YES YES YES

AC101 ARCHITECTURAL REFLECTED CEILING PLAN YES YES YES YES

A-401 ENLARGED VIEWS YES YES YES YES

A-501 ARCHITECTURAL INTERIOR WALL TYPES YES YES YES YES

A-521 ARCHITECTURAL PARTITION AND FRAMING DETAILS YES YES YES YES

A-530 CASEWORK AND INTERIOR DETAILS NO YES YES YES

A-531 ARCHITECTURAL CEILING DETAILS YES YES YES YES

A-610 ARCHITECTURAL DOOR AND FRAME TYPES YES YES YES YES

SIGNAGE

AW100 ARCHITECTURAL SIGNAGE PLAN, DETAIL, NOTES AND SCHEDULE YES

INTERIORS

IF101 INTERIOR FINISH PLAN YES YES YES YES

IF602 ARCHITECTURAL ROOM FINISH SCHEDULE YES YES YES YES

FIRE PROTECTION

FP101 FIRE PROTECTION ENLARGED FLOOR PLAN YES YES

PLUMBING

P-001 PLUMBING LEGEND YES YES YES YES

P-101 PLUMBING PLAN - MEDICAL GAS YES YES YES YES

P-601 PLUMBING DETAILS AND DIAGRAMS NO YES YES YES

MECHANICAL

M-001 MECHANICAL LEGEND YES YES YES YES

MH100 MECHANICAL HVAC PLAN - DEMO YES YES YES YES

MH101 MECHANICAL HVAC PLAN - NEW YES YES YES YES

M-501 MECHANICAL DETAILS AND DIAGRAMS YES YES YES YES

ELECTRICAL

E-001 ELECTRICAL SYMBOL LEGEND AND ABBREVIATIONS YES YES YES YES

ED101 ELECTRICAL DEMOLITION PLAN YES YES YES YES

EL101 LIGHTING ENLARGED PLAN YES YES YES YES

EP101 ELECTRICAL ENLARGED PLAN YES YES YES YES

AB ANCHOR BOLT, AUGER BORING

ABS AIR BREAK SWITCH

AC AIR CONDITIONING, ASBESTOS CEMENT,

ACRES

A/C ASPHALTIC CONCRETE

ACB AIR CIRCUIT BREAKER

ACSR ALUMINUM CONDUCTOR STEEL REINFORCED

ACST ACOUSTIC

AD AREA DRAIN, ACCESS DOOR

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AL ALUMINUM

AM ACOUSTIC MATERIAL

AMP,A AMPERE

AP ACCESS PANEL APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARR ARRESTOR

ASPH ASPHALT

SYMBOLS AND ABBREVIATIONS

B BASELINE

BO BOARD

BEJ BRICK EXPANSION JOINT

BLDG BUILDING

BLK BLOCK

BM BEAM

B BOTTOM

BRG BEARING

BR BOTTOM REGISTER

BSMT BASEMENT

C CELSIUS

CAP CAPACITY

CB CIRCUIT BREAKER

CD CEILING DIFFUSER

CEM CEMENT

CG CORNER GUARD

C&G CURB AND GUTTER

CH CHILLER

CI CAST IRON, COURTYARD INLET

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CJ CONTROL JOINT

CKT CIRCUIT

CLG CEILING

C CENTERLINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CMU CONCRETE MASONRY UNITS

CND,C CONDUIT

CNDS CONDENSATE

CO CLEANOUT

CODP CLEANOUT W/ DECK PLUG

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

COND CONDUCTOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONV CONVERTER

COP,CU COPPER

CP NON-REINFORCED CONCRETE PIPE

CR CHAIR, CRASH RAIL

CRS STAINLESS STEEL

CS CONCRETE SEALER/SURFACE

CSK COUNTERSUNK

CT CERAMIC TILE, CURRENT TRANSFORMER, COOLING TOWER

CTR CENTER, COOLING TOWER RETURN

CTS COOLING TOWER SUPPLY

CW COLD WATER

CWB CAPILLARY WATER BARRIER

CONTR CONTRACTION

CPT CARPET

D DEPTH, DEEP, DEGREE OF CURVATURE

DB DRY BULB, DECIBEL, DIRECT BURIAL

DD DIVERSION DIKE

DET DETAIL

DH DRILL HOLE

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DISTRIBUTION PANEL

DS DOWNSPOUT, STORM DRAINAGE STRUCTURE

DW DOMESTIC WATER

DWG DRAWING

DWD DRINKING WATER DISPENSER

E EAST

EA EACH

EAN EXCEPT AS NOTED

EAT ENTERING AIR TEMPERATURE

EC EMPTY CONDUIT

EF EACH FACE, EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMT ELECTRICAL METALLIC TUBING

EMER EMERGENCY

E/P EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

EVAP EVAPORATIVE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

(E), EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

F FIRE, FUSE, FILTER

FA FIRE ALARM FABX FIRE ALARM BOX

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FL FLOOR, FLASHING, FLOW LINE

FLUOR FLUORESCENT

4 WAY FOUR WAY

FPH FROST PROOF HYDRANT

FR FRAME

FS FULL SIZE

FTG FOOTING

FJ FELT JOINT

FW FIRE WATER

FXTR FIXTURE

G GROUND, GAS LINE,GRAM

GA GAGE

GAL GALVANIZED

GC GLAZED COATING

GFI GROUND FAULT INTERRUPT

GFMU GROUND FACE MASONRY UNIT

GL GLASS

GR GRADE

GRD GROUND

GSU GLAZED STRUCTURAL UNIT

GW GROUND WATER

GWB GYPSUM WALL BOARD GYP GYPSUM

HGT,H HEIGHT, HUMIDIFIER

HB HOSE BIBB

HC HANDICAPPED

HD HARD DRAWN

HDW HARDWARE

HGSW HORN GAP SWITCH

HID HIGH INTENSITY DISCHARGE

HORIZ HORIZONTAL

HP HIGH POINT

HPS HIGH PRESSURE SODIUM

HR HOUR

HS HIGH STRENGTH

HW HOT WATER, HEADWALL

HWL HIGH WATER LEVEL

HVY HEAVY

HZ HERTZ

ID INSIDE DIAMETER, INSIDE DIMENSION

IE INVERT ELEVATION

IMC INTERMEDIATE METAL CONDUIT

INT INTERIOR

INSUL INSULATION, INSULATED

INV INVERT

INTX INTERSECTION

IP INLET PROTECTION

IRBF INDUSTRIAL RESIN BASE FLOORING

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JT JOINT

JST JOIST

K KILO

KIAC THOUSAND AMP INTERRUPT CAPACITY

KCP KEENE'S CEMENT PLASTER

KG KILOGRAM

KN KILONEWTON

KO KNOCK OUT

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

L/S LITERS PER SECOND

L LOUVER, LENGTH, LENGTH OF CURVE

LA LIGHTNING ARRESTOR

LC LEAD COVERED

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LAV LAVATORY VERTICAL

LVC LENGTH OF VERTICAL CURVE

M/S METERS PER SECOND

M METER, MEGA

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

ECH MECHANICAL

MET METAL

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MLO MAIN LUG ONLY

MM,mm MILLIMETER

MO MOTOR OPERATED, MASONRY OPENING, MIDDLE ORDINATE

MP MEDIUM PRESSURE

MTD MOUNTED

MTG MOUNTING

MMP MEMBRANE WATERPROOFING

MULL MULLION

(N) NEW

N NORTH

NA NOT APPLICABLE

NC NON CORROSIVE

NE NORTHEAST

NDC NOSE DOWN CURB

NEC NATIONAL ELECTRIC CODE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OUTSIDE AIR

OC ON CENTER

OCB OIL CIRCUIT BREAKER

OD OUTSIDE DIAMETER OPNG OPENING

OPP OPPOSITE

OSD OPEN SITE DRAIN

OVHD,OH OVERHEAD

Pa PASCALES

P PIPE, POLE

PB PULL BOX

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PJF PREFORMED JOINT FILLER

PL PLATE

PLAS PLASTER

PLNJ PAPER AND LEAD NEOPRENE JACKET

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PRELIM PRELIMINARY

PRESS PRESSURE

PRIM PRIMARY

PRV PRESSURE RELIEF VALVE

PS PULL SWITCH

PT POINT, POINT OF TANGENT

PTN PARTITION

PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE .

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT PVMT PAVEMENT

QT QUARRY TILE

R RADIUS, RISER, RUBBER SHEATH

RA RETURN AIR

RAD RADIUS

RB RESILIENT VINYL BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN, ROAD

RECP RECEPTACLE

RED REDUCING

REINF REINFORCEMENT

REG REGULATOR, REGISTER

REQD REQUIRED

REV REVISION

RF ROOF, RETURN FAN

RHC REHEAT COIL

RI RUBBER INSULATED

RGS RIGID GALVANIZED STEEL

RL RAIN LEADER

RM ROOM

RPM REVOLUTIONS PER MINUTE

RVT RESILIENT VINYL TILE

S SECOND, SOUTH, SANITARY, SEWER, STRUCTURE

SAN SANITARY SEWER

SATC SUSPENDED ACOUSTICAL TILE CEILING

SCH SCHEDULE

SD SPLITTER DAMPER, STORM DRAIN

SE SOUTHEAST

SECT SECTION SERV SERVICE SF SILT FENCE

SG SUPPLY GRILLE

SH SHEET

SIM SIMILAR

1 PH SINGLE PHASE

SKCP SUSPENDED KEENE'S CEMENT PLASTER

SL SLOPE

SMH SANITARY MODULE

SP STATIC PRESSURE, SINGLE POLE

SPC SUSPENDED PLASTER CEILING

SPDT SINGLE POLE, DOUBLE THROW

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SQ SQUARE

SR SUPPLY REGISTER

SS SANITARY SEWER

ST STEAM, SINGLE THROW, STREET

STA STATION STD STANDARD

STL STEEL SUP SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH, SIDEWALK

SWBD SWITCHBOARD SWGR SWITCHGEAR

T TILE,TOP,TANGENT

T&B TOP AND BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

3/C THREE CONDUCTOR

3/P THREE POLE

3 WAY THREE WAY

TH TOTAL HEAD (PUMPS)

THRSLD THRESHOLD

TO TOP OF

TP TEST PIT

TR TOP REGISTER

TRANS TRANSITION

TS TOP OF STEEL, TOP OF STONE, TOP OF SLAB

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UCR UNDER COUNTER REFRIGERATOR

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V VENT,VOLT,VALVE

VA VOLT AMPRE

VAC VACUUM

VCT VINYL COMPOSITION TILE

V ASB VINYL ASBESTOS

VC VARNISH CAMBRIC, VITRIFIED CLAY

VCP VITRIFIED CLAY PIPE

VENT VENTILATING

VERT VERTICAL

VEST VESTIBULE

VPI VERTICAL POINT OF INTERSECTION

VPOC VERTICAL POINT OF CURVE

VPOT VERTICAL POINT OF TANGENT

VS VENT STACK

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDTH,WASTE,WATER,WATT,WEST

W WIRE, WATER LINE STRUCTURE

WA WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WD WIDTH, WINDOW DIMENSION

WOM WALK OFF MATT

WL WATER LEVEL WP WATERPROOF, WEATHERPROOF

WS WASTE STACK, WATER SURFACE, WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

X-STR UNIT HEATER

2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE

1 ON 2 1 VERTICAL ON 2 HORIZONTAL SLOPE

DEFLECTION ANGLE

Ø DIAMETER, PHASE

Revisions: Date: Expires 6.30.16Expires: 6/30/1821

4/6

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS. WHEN REQUIRED BY

CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES.

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR(S)

PRIOR TO FABRICATION AND CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING

CONDITIONS AND THESE DRAWINGS, WHICH AFFECT THE SCOPE AND INTENT OF THE WORK

DESCRIBED IN CONSTRUCTION DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT AND COR IMMEDIATELY.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL DUCT

SIZES AND LOCATIONS.

5. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL

KNOWLEDGE.

6. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE INSTALLED LEVEL WITH EACH

OTHER AND PLUMB.

7. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL SCOPE OF WORK ONLY

AND IS NOT INTENDED TO BE INCLUSIVE OF ALL WORK REQUIRED TO COMPLETE FULL

SCOPE OF WORK.

8. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COR.

9. FIELD VERIFICATION: BEFORE BIDDING AND DURING CONSTRUCTION, CONTRACTOR

SHALL VERIFY THAT ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE CONTRACT

DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT AND COR PRIOR TO BIDDING OR

PERFORMING WORK RELATED TO ANY DISCREPANCIES. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

10. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES, SYSTEMS, SUBCONTRACT, OR

MATERIAL CONFLICTS NOT BROUGHT TO THE ARCHITECT'S AND COR'S ATTENTION PRIOR

TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE MORE COSTLY

TIME, METHOD, SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

11. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS NOT IN THE

CONTRACT. HOWEVER, THE CONTRACTOR SHALL COORDINATE ITS WORK, WITH WORK

INDICATED AS NIC.

12. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH OWNER, INCLUDING

STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY

OPERATIONS, INTERRUPTION OF UTILITIES, ETC. SEE SPECIFICATIONS.

13. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE PLACEMENT OF EACH

TRADE'S WORK SO THAT THERE ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR

FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO COORDINATE PENETRATIONS

THROUGH FOUNDATIONS, FLOORS, WALLS AND CEILING SPACES. SEE SPECIFICATIONS.

14. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO ARCHITECT AND COR,

BETWEEN DISSIMILAR METALS. SEE SPECIFICATIONS.

15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FIRE TREATED. SEE

SPECIFICATIONS. ALL SURFACE ATTACHED METAL SHALL BE SEPARATED FROM CONCRETE

OR MASONRY BY NON-METALLIC MATERIAL SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER

MATERIAL AS APPROVED BY ARCHITECT AND COR.

16. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL EQUIPMENT, FIXTURES, DEVICES,

MECHANICAL, PLUMBING OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR,

MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL ELEVATION COORDINATION.

17. ANY CUTTING/WELDING WILL REQUIRE DAILY BURN PERMITS TO BE COORDINATED WITH

COR. SUBMIT CERTIFICATIONS AS REQUIRED BY THE SPECIFICATIONS.

FIRE LIFE SAFETY NOTES

1. IF ENCOUNTERED, FIRE RATED ASSEMBLIES, INCLUDING FIREPROOFING, DAMAGED DURING

CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION.

2. FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION, AND THE MEANS OF

EGRESS MUST BE MAINTAINED AT ALL TIMES. WHEN IT IS NOT POSSIBLE TO MAINTAIN FIRE-

RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION AND/OR MEANS OF EGRESS,

TEMPORARY CONSTRUCTION BARRIERS AND/OR A FIRE WATCH MUST BE PROVIDED.

FIRE SAFETY DURING CONSTRUCTION, ALTERATIONS AND DEMOLITION

1. FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED AT ALL

TIMES PER LOCAL FIRE DEPARTMENT.

2. FIRE DEPARTMENT WATER MAINS AND FIRE HYDRANTS SHALL BE OPERATIONAL AT ALL

TIMES AND SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT.

3. FIRE EXTINGUISHERS SHALL BE PROVIDED FOR BUILDINGS UNDER CONSTRUCTION. THE

NUMBER AND TYPE OF EXTINGUISHERS SHALL BE AS REQUIRED BY THE STATE FIRE

MARSHAL OR LOCAL FIRE DEPARTMENT.

4. COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS.

5. CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH LOCAL FIRE

CODES.

6. FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES PER

LOCAL FIRE CODES.

7. REQUIRED MEANS OF EGRESS COMPONENTS SHALL BE MAINTAINED AT ALL TIMES.

TEMPORARY EXITING SHALL BE APPROVED BY THE STATE FIRE MARSHAL OR BY THE LOCAL

FIRE DEPARTMENT.

8. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED.

9. PLASTIC FILM (VISQUEEN) WHEN USED FOR DUST PROTECTION, SHALL BE FLAME-

RETARDANT.

10. SMOKE DETECTORS SHALL BE COVERED OR REMOVED DURING ALTERATIONS. WHEN

REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT, HEAT DETECTORS

MAY BE SUBSTITUTED FOR SMOKE DETECTORS DURING ALTERATIONS.

11. ALL FIRE HYDRANTS, WATER SUPPLY TO FIRE HYDRANTS, AND FIRE DEPARTMENT

VEHICLE ACCESS ROADWAYS SHALL BE INSTALLED, TESTED AND PLACED IN SERVICE

PRIOR TO AND DURING THE TIME OF CONSTRUCTION. INSTALLATION MUST BE COORDINATED

WITH LOCAL FIRE DEPARTMENT IN THE FIELD.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE ARCHITECT AND COR FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE BETWEEN DISCIPLINES OR SIGNIFICANT OMISSION OR CONFLICT WITHIN A DISCIPLINE, CONTACT ARCHITECT AND COR PRIOR TO BID. IF DISCREPANCIES ARE DISCOVERED AFTER THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS

WITH ARCHITECT AND COR PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE

ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP DRAWINGS

CONTRACTOR SHALL VERIFY DIMENSIONS AND RECOMMEND DIMENSIONAL MODIFICATIONS AS

REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR ELEVATIONS AND EXTERIOR

ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON STRUCTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS. MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES MAY ALSO CONTAIN DIMENSIONAL

INFORMATION RELATED TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE. (FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE SHOWN IN THE 16THS OF AN INCH, BUT STANDARD MASONRY

CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

FLOOR PLAN DIMENSIONS

1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE

FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION WALL (OR, FROM OUTSIDE

GRIDLINE TO OUTSIDE GRIDLINE) AS SHOWN.

2. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS, BOTH FACES OF

MASONRY WALLS, OR BOTH FACES OF CONCRETE WALLS, ETC, UNLESS NOTED OTHERWISE.

3. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS "NOM").

4. DOOR OPENING DIMENSIONS IN FRAME CONSTRUCTION (WOOD OR STEEL STUDS) ARE TYPICALLY SHOWN AT THEIR CENTERLINES. HOWEVER, WHEN THE EDGE OF THE DOOR IS IMPORTANT, OR MAKES

THE PLACEMENT CLEARER, THE DIMENSION MAY BE TO THE ACTUAL FRAME EDGE.

5. DOOR DIMENSIONS IN LOAD-BEARING MASONRY AND CONCRETE WALLS ARE TO "ROUGH" OPENINGS (FACES OF MASONRY OR CONCRETE). TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE EACH SIDE) AND PLUS 1/2" TOTAL FOR THE HEAD/SILL DIMENSIONS.

6. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS TO ADJACENT WALLS: BETWEEN FRAME FACES AND FACES OF STUDS, OR FACES OF MASONRY OR CONCRETE, AT NEARBY PERPENDICULAR WALLS ARE TYPICALLY 4", DEPENDING ON HARDWARE CLEARANCES AND FRAME REQUIREMENTS (2.5"-DOOR

HANDLE PLUS 1" -WALL STOP PLUS 1/2" GWB=4.0")

7. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR PREFABRICATED STAIR ENCLOSURES, ARE NOTED "CLR" OR "CLEAR" AND ARE SHOWN TO THE

FACES OF FINISHES.

8. DIMENSIONS DESIGNATED WITH "MIN" INDICATE THE MINIMUM CLEARANCE OR SEPARATION

REQUIRED.

VERTICAL DIMENSIONS

1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 100'-0". THIS IS REFERENCED TO A GROUND ELEVATION ABOVE MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL OR STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0" ARE "-" (PREFIXED WITH A MINUS SIGN).

2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO TOP OF

DECKING OR SHEATING, BUT DO NOT INCLUDE FINISHES OR ROOFING MATERIAL.

3. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-

BEARING MASONRY OR CONCRETE WALLS, WHERE THEY ARE TO ROUGH OPENINGS). HEIGHT

REFERENCES SHOULD BE TO THE NEXT LOWER FINISH FLOOR ELEVATION

4. LIGHTING HEIGHTS ON WALLS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNO. EQUIPMENT, VENT, PLUMBING AND FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE WALL PENETRATIONS, UNO.

5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND INDICATES THE + OR - ELEVATION CHANGE IN INCHES FROM THE FINISHED FLOOR ELEVATION (FFE)

NEXT TO IT.

1 HALF-TONED OR LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY, AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES TO MEET APPROVAL OF CODE AGENCIES. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE OWNER RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE ITEMS SHALL BE IDENTIFIED DURING THE PRE-CONSTRUCTION WALK THROUGH.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS, VOIDS OR PENETRATIONS LEFT BY THE INSTALLATION OR CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO MAINTAIN THE INTEGRITY

OF THE WALL AND/OR ROOF.

5. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND DEMOLITION FOR RELATED DEMOLITION WORK.

FIRE ALARM

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH CLASS "a" PROTECTION

OF THE INTERNATIONAL BUILDING CODE.

2. SUBMITTAL SHALL INCLUDE FM LISTING NUMBER FOR ALL COMPONENTS, A SINGLE-LINE DIAGRAM SHOWING PRIMARY POWER, EMERGENCY POWER RISER DIAGRAM, DETAILS OF TROUBLE SUPERVISION &

POWER LIMITED/NON POWER LIMITED CIRCUITRY, FLOOR PLANS SHOWING LOCATION OF ALL

COMPONENTS AND METHOD OF ALARM TRANSMISSION TO STATE FIRE MARSHAL OR LOCAL FIRE

DEPARTMENT.

3. THE FIRE ALARM SYSTEM SHALL CONFORM TO IFC 2012 STANDARDS AND APPLICABLE NFPA

STANDARDS. FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO STATE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, A

SATISFACTORY TEST OF THE ENTIRE SYSTEM WILL BE PERFORMED IN THE PRESENCE OF THE

ENFORCING AGENCY.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY PORTABLE FIRE

EXTINGUISHERS AND SHALL MAINTAIN THEM DURING THE COURSE OF CONSTRUCTION. EACH

EXTINGUISHER SHALL BE 10 lb. CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES. ALL

EXTINGUISHERS SHALL BE U.L. LABELED AND SHALL BE DRY CHEMICAL TYPE.

2. PERMANENT - EXISTING PERMANENT FIRE EXTINGUISHERS ARE TO BE MAINTAINED.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRINKLER SYSTEMS ARE TO BE MAINTAINED.

FIRE & SMOKE DAMPERS

1. EXISTING FIRE AND SMOKE DAMPERS ARE TO BE MAINTAINED.

EXIT AND EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY; CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE

DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH THE LOCAL AND CURRENT NEC GUIDELINES.

RATED DOOR AND WINDOW ASSEMBLIES

1. BUILDING 41 (MEDICAL CENTER) IS EQUIPPED WITH RATED DOOR ASSEMBLIES AND THEY ARE NOT AFFECTED WITH THIS PROJECT. EXISTING RATINGS ARE TO BE MAINTAINED. NEW RATED DOORS SHALL

CLEARLY LABEL DOOR AND FRAME RATING, DO NOT PAINT.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN AN APPROVED

MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION, INCLUDING INSULATION, FACING MATERIALS, TAPES AND ADHESIVES

NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY

NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.

4. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH- PULL PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. DOOR CLOSERS (EXCEPT FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED FROM THE LEADING EDGE OF

THE DOOR.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED:

A. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

6. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED

WITH A UL APPROVED METHOD AND MATERIAL APPROVED BY BUILDING.

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL

FOR NEW WORK AND THE MPI MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR

REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD PAINTING AND FINISHING AS REQUIRED BY STANDARD PRACTICE, MANUFACTURER OR

SPECIFICATION. REQUIRED COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP PRIMING,

SURFACE TREATMENT AND FINISHING. THE WORK ALSO INCLUDES PAINTING CLEANUP AND

REMOVAL OF OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS MAY REQUIRE OTHER

TYPES OF PAINTING, INCLUDING, BUT NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND

FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED OTHERWISE, CONTRACTOR IS TO FIELD PAINT

INTERIOR AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES, WHETHER OR NOT

PREVIOUSLY PAINTED, AND ALL NEW ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED

TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL AND EXPOSED PIPING AND FITTINGS

(INCLUDING IRON AND PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE SHALL BE SEALED,

UNLESS NOTED OTHERWISE OR NOT RECOMMENDED BY MANUFACTURER. PAINTING SCOPE

ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS, SPECIFICATIONS AND PAINTING GENERAL

NOTES. THESE SOURCES ARE COMPLEMENTARY, NOT MUTUALLY EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD PAINTING OF INTERIOR AND

EXTERIOR EXPOSED PIPES, DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND PRIMED

METAL SURFACES OF EQUIPMENT IN EXPOSED AREAS INSTALLED UNDER MECHANICAL AND

ELECTRICAL WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF ELECTRICAL AND

MECHANICAL WORK IN ELECTRICAL AND MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED

OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF PIPING FOR MECHANICAL AND

PLUMBING WORK IS COVERED IN THE MECHANICAL OR PLUMBING SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT AN EDGE, CORNER, CHANGE OF

MATERIALS OR CHANGE OF PAINT COLOR. COMPLETED PAINTING SHALL NOT IMPEDE THE

INTENDED OPERATION OF ANY ITEM, SUCH AS WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE REPAIRED AS REQUIRED. PAINT

TEXTURE, GLOSS AND COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA ON ONE

SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF TEXTURE, GLOSS AND COLOR CANNOT BE

MATCHED, THE ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT PAINT ITEMS THAT ARE SPECIFIED

FACTORY-FINISHED OR INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE INDICATED, DO NOT

PAINT SUCH ITEMS AS ACOUSTIC MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND

EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL EQUIPMENT, SWITCH AND OUTLET

PLATES, THERMOSTATS, LIGHTING FIXTURES, SWITCHGEAR, MOTORS, DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO PAINT AN ITEM

OR SURFACE, CONTACT THE ARCHITECT FOR INSTRUCTIONS PRIOR TO PAINTING.

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT METAL

SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE, COPPER,

BRASS, BRONZE AND SIMILAR FINISHED MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT SURFACES SUCH AS

WALLS AND CEILINGS IN CONCEALED AND GENERALLY INACCESSIBLE AREAS, INCLUDING FURRED

AREAS, UTILITY TUNNELS, PIPE SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL

CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF OPERATING UNITS SUCH AS VALVES, DAMPER OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT SENSING OR EMITTING DEVICES THAT MIGHT NOT FUNCTION PROPERLY IF

PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT COMPLETION OF WORK. NO EPOXY PAINT.

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR WET\DAMP LOCATIONS. PROPER

PRIMING MUST BE USED WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO ENHANCE APPEARANCE AND FINISH AT INTERIOR APPLICATIONS AND IN SOME SITUATIONS TO REDUCE AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER PENETRATIONS (FIRE CAULKING) AND TO DECREASE SOUND TRANSMISSION THROUGH WALLS AND CEILINGS. OTHER USES MAY BE NOTED IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS

ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING SHOULD BE USED, CONTACT THE

ARCHITECT.

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED) SHALL BE USED AT HORIZONTAL AND

VERTICAL CONCRETE JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION JOINT MATERIAL, AS REQUIRED, SHALL BE

USED AT MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF SEALANT BETWEEN PERIMETER SOLE

PLATES AND FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR THRESHOLDS IN SEALANT

UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND INTERIOR WALL MOUNTED EQUIPMENT

FRAMES AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS BETWEEN DIFFERENT WALL MATERIALS

(TILE TO BRICK, CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL GAPS OR 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND CEILING PIPE PENETRATIONS. WHERE

ESCUTCHEONS ARE SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS, LIGHTING, VENTS, ETC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical and Plumbing:

C U s e rs

\K e v in

\D o w n lo a d s \5

-C

S I-

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M e d ic in e \0

W o rk in g F ile s \0

R e v it F ile s \V

A -A

B Q

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H .c o m d e ta c h e d .r v t

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A

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G-002

GENERAL NOTES

TRIPLE C The A/E Group

1839 S. Alma School Rd., Ste. 300

Mesa, AZ 85210

307-460-2054

Mat Perkins

PREPARE SITE FOR NUCLEAR

MEDICINE SUPPORT SPACE - B41

1501 San Pedro Dr. SE, Albuquerque, NM 87108

501-CSI-108

April 06, 2020 M. PERKINS D. YOUNG

ISSUED FOR

CONSTRUCTION

GENERAL NOTES GENERAL FIRE AND LIFE SAFETY NOTESGENERAL DIMENSIONING NOTES GENERAL PAINTING NOTES

GENERAL SEALANT / CAULKING NOTES

GENERAL DEMOLITION AND PHASING NOTES

Revisions: Date: Expires 6.30.16Expires: 6/30/1821

T

T

T

T

E

7 8 9 10 118.8

CORRIDOR

C1-21C1-21

CORRIDOR

C1-22C1-22

NUC

MED

READING

1B-1611B-161

NUC

MED

PHARMACY

1B-1621B-162

EQUIP

STORAGE

1B-1631B-163

RADIO

WASTE

1B-162A1B-162A

SCANNER

RM

1C-160

723 SF

CONTROL

RM

1C-160E1C-160E

EQUIP

RM

1C-160K1C-160K

NEW

VESTIBULE

1C-1121C-112

PATIENT

WAITING

ROOM

1C-1841C-184

INPATIENT

PET

1C-1031C-103

NEW

WAITING

1C-1061C-106

TOILET

1C-160H1C-160H

UP

TAKER

1C-160D1C-160D

BATH

RM

1C-160C1C-160C

NEW

HALL

1C-1081C-108NEW

WAITING

1C-1071C-107

NEW

OFFICE

1C-1091C-109

READING

ROOM

1C-160A1C-160A

BUILDING

MAIN

CLOSET

1B-1041B-104

RECEPTION

1C-100A1C-100A

READING

RM

1C-1261C-126

CORRIDOR

C1-25C1-25

FEMALE

TOILET

1B-1021B-102

CORRIDOR

C1-19C1-19

CORRIDOR

XX

ROOM

#1

1B-1131B-113

NUCLEAR

MEDICINE

1B-1051B-105

ROOM

#2

1B-1201B-120

CONTROL

ROOM#2

1C-1311C-131

CONTROL

ROOM#1

1C-1321C-132

ROOM

#3

1B-1301B-130

ROOM

#4

1B-1231B-123

LOCKER

1B-1581B-158

WORK

AREA

1B-1401B-140

UTILITY

1B-169A1B-169A

NURSE

1B-1691B-169

OFFICE/

MEETING

1B-1391B-139

CORRIDOR

C1-18C1-18

ALL EXISTING FIRE

EXTINGUISHERS TO REMAIN

(MISSION CRITICAL CONSTRUCTION)

(MISSION CRITICAL CONSTRUCTION)

349 SF

AMBULATORY

HEALTHCARE

502 SF

AMBULATORY

HEALTHCARE

284 SF

BUSINESS

EXISTING AMBULATORY

HEALTH CARE

EXISTING AMBULATORY

HEALTH CARE

301 SF

BUSINESS

Building Area Legend

AMBULATORY HEALTHCARE

BUSINESS

120 SF

BUSINESS

5 OCC

2 OCC

1 OCC

1 OCC

8 OCC

3 OCC

9 OCC

2 OCC

1 OCC

>200'-0" TO

BLDG EXIT

>225'-0" TO

BLDG EXIT

FIRE EXIT

30'-0" +/-

>10'-0" TO

FIRE EXIT

PROPOSED PLAN DOES NOT INCREASE

OCCUPANCIES, PATHS OR CALCULATIONS.

NO CHANGE

GENERAL NOTES

KEY PLAN

LEGEND

PROJECT BOUNDARY

A. ALL INTERIOR WALLS TO BE 3-5/8" METAL STUDS UNLESS NOTED OR DIMENSIONED

OTHERWISE. ALL "CLEAR" OR "MIN." DIMENSIONS ARE DIMENSIONED FROM FACE OF

FINISH. TYPICALLY, ALL DIMENSIONS ARE FACE OF STUD OR CMU.

APPLICABLE BUILDING CODES

• 2018 NFPA 101, LIFE SAFETY CODE

• 2016 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE & NFPA 13

STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

• 2014 NFPA 70 NATIONAL ELECTRICAL CODE

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2017 NATIONAL ELECTRICAL CODE (NEC)

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN

CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF

STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW

FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS

AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL,

ENERGY, AND TRANSPORTATION MANAGEMENT

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE

GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1-

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 –

• ENERGY STANDARD FOR BUILDINGS-ASHRAE 90.1-2013

• 2018 INTERNATIONAL BUILDING CODE (IBC) WHERE DIRECTED BY VA STANDARDS

• 2018 INTERNATIONAL MECHANICAL CODE (IMC)WHERE DIRECTED BY VA

STANDARDS

• 2018 INTERNATIONAL PLUMBING CODE (IPC) WHERE DIRECTED BY VA

STANDARDS

APPLICABLE BUILDING GUIDES

• VA FIRE PROTECTION DESIGN GUIDE, 7TH EDITION (2015)

CONSTRUCTION TYPE:

TYPE II (222) PER NFPA 220, Chapter 4

FIRE RESISTIVE CONSTRUCTION (NFPA 220 Table 4.1.1)

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

STRUCTURAL FRAME - 2 HOURS

NON-BEARING WALLS - 0 HOURS

BEARING WALLS - 2 HOURS

FLOORS - 2 HOURS

ROOF - 1 HOURS

PROTECTED STEEL WITHIN MECHANICAL ROOMS AND SUPPORTING INTERSTITIAL

DECK. UNPROTECTED HORIZONTAL STEEL WITHIN INTERSTITIAL FLOORS. FIRE

DAMPERS OMITTED AT INTERSTITIAL DECK PENETRATIONS 225 SQ INCHES OR LESS.

CLASSIFICATION OF OCCUPANCY:

NFPA 101 - New Ambulatory Health Care Occupancy per Chapter 20 Multiple 20.1.1.4.1.1 Additions shall be separated from any existing structure not conforming to the provisions within Chapter 21 by a fire barrier having not less than a 2-hour fire resistance rating and constructed of materials as required for the addition. (See 4.6.5 and 4.6.7.)

NFPA 101 - Existing Ambulatory Health Care Occupancy per Chapter 21

21.1.1.4.1.1 Additions shall be separated from any existing structure not conforming to the provisions within Chapter 21 by a fire barrier having not less than a 2-hour fire resistance rating and constructed of materials as required for the addition. (See 4.6.5 and 4.6.7.)

OCCUPANCY TYPE (Multiple):

6.1.14.1 Multiple Occupancies. (2) Separated Occupancies

6.1.14.1.2 Where exit access from occupancy traverses another occupancy the multiple occupancy shall be treated as a mixed occupancy.

6.1.14.1.3 Where incidental to another occupancy, areas used as follows shall be permitted to be considered part of the predominant occupancy and shall be subject to the provisions of the code that apply to the predominate occupancy. (1) Mercantile, business, industrial, or storage use

6.1.14.4 Seperated Occupancies.

20.1.3.3 Sections of ambulatory health care facilities shall be permitted to be classified as other occupancies, provided that they meet the following conditions:

(1) They are not intended to serve ambulatory health care occupants for purposes of treatment or customary access by patients incapable of self-preservation.

(2) They are separated from areas of ambulatory health care occupancies by construction having a minimum 1-hour fire resistance rating.

PRIMARY BUILDING OCCUPANCY TYPE:

6.1.6 AMBULATORY HEALTH CARE OCCUPANCY.

PROJECT AREA OCCUPANCY TYPE:

6.1.14.2.3 Separated Occupancy. A multiple occupancy where the occupancies are separated by fire resistance-rated assemblies.

6.1.10 MERCANTILE. See Chapter 36; New Mercantile Occupancies

6.1.10.1 Definition - Mercantile Occupancy. An occupancy used for the display and sale of merchandise.

6.1.11 BUSINESS - For requirements, see Chapter 38; New Business Occupancies 6.1.11.1* Definition — Business Occupancy. An occupancy used for the transaction of business other than mercantile.

EXIT ACCESS TRAVEL DISTANCE:

36.2.6.2 Travel Distance to Exits. In mercantile occupancies classified as ordinary hazard in buildings protected by an approved, supervised automatic spinkler system in accordance with 9.7.1.1, travel distance shall not exceed 250 ft.

MERCANTILE OCCUPANCY; PROTECTED = 250'-0"

38.2.6.3 Travel Distance to Exits. Travel distance shall not exceed 300 ft (91 m) in business occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.

BUSINESS OCCUPANCY; PROTECTED = 300'-0"

7.1.3.1 Exit Access Corridors. Corridors used as exit access and serving an area having an occupant load exceeding 30 shall be separated from other parts of the building by walls having not less than a 1-hour fire resistance rating in accordance with Section 8.3, unless otherwise permitted by one of the following:

(1)This requirement shall not apply to existing buildings, provided that the occupancy classification does not change.

(2)This requirement shall not apply where otherwise provided in Chapters 11 through 43.

OCCUPANT LOAD:

36.1.7* Occupant Load. The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors of Table 7.3.1.2 that are characteristic of the use of the space, or shall be determined as the maximum probable population of the space under consideration, whichever is greater.

38.1.7* Occupant Load. The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors that are characteristic of the use of the space or shall be determined as the maximum probable population of the space under consideration, whichever is greater.

PROTECTION OF VERTICAL OPENINGS:

40.3.1 Protection of Vertical Openings. Any vertical opening shall be protected in accordance with Section 8.6, unless otherwise permitted by:

(3) Approved, existing, unprotected vertical openings in buildings with low- or ordinary-hazard contents that are protected throughout by an approved automatic sprinkler system in accordance with 9.7.1.1(1) shall be permitted, provided that the following conditions exist:

(a) The vertical opening does not serve as a required exit.

(b) All required exits consist of outside stairs in accordance with 7.2.2, smokeproof enclosures in accordance with 7.2.3, or horizontal exits in accordance with 7.2.4.

PATH OF TRAVEL (DISTANCE)

EXIT LIGHTING

XXX

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHERS

FIRE HOSE CABINETS

DIRECTION OF EGRESS & NUMBER OF OCCUPANTS

50 OCC

50'-0"

MEANS OF EGRESS:

36.2.3 Capacity of Means of Egress.

36.2.3.1 The capacity of means of egress shall be in accordance with Section 7.3.

36.2.3.2 Not Applicable

38.2.3 Capacity of Means of Egress.

38.2.3.1 The capacity of means of egress shall be in accordance with Section 7.3.

38.2.3.2 The clear width of any corridor or passageway serving an occupant load of 50 or more shall be not less than 44 in. (1120 mm).

38.2.4.3 A single exit shall be permitted for a room or area with a total occupant load of less than 100 persons, provided that all of the following criteria are met:

(1)The exit shall discharge directly to the outside at the level of exit discharge for the building.

(2)The total distance of travel from any point, including travel within the exit, shall not exceed 100 ft (30 m).

(3) Not applicable

INTERSTITIAL DECK - 2 HOURS

MECH ROOMS ON

OCCUPIED LEVELS - 2 HOURSGENERAL NOTES CONTINUED

2 HR FIRE & SMOKE BARRIER

2 HR FIRE BARRIER

2 HR FIRE BARRIER/SHAFT

1 HR FIRE & SMOKE BARRIER

1 HR FIRE BARRIER

1 HR FIRE BARRIER/SHAFT

SMOKE PARTITION (NON RATED)

NON RATED

PRIORITY

1 HIGHEST

4 LOWEST

Project Number

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