U28-00526 USDA FS-FSL Rhinelander_Drawings_Final.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G001 COVER SHEET 4/5/2021

G002 INDEX OF SHEETS CONTINUATION 4/5/2021

S001 STRUCTURAL NOTES & DETAILS 4/5/2021

A001 ARCHITECTURAL STANDARDS 4/5/2021

A101 PLANS OVERVIEW 4/5/2021

A102 1970 WING - 208 & 212 4/5/2021

A103 1960 WING - 114 & 118, 119/ 120, 115/ 117 4/5/2021

A104 1976 WING - 304, 306, 307, 320 4/5/2021

I201 1960 WING - 114 & 118 INTERIOR ELEVATIONS 4/5/2021

I202 1960 WING - 119/ 120, 115/ 117 INTERIOR ELEVATIONS 4/5/2021

I203 1976 WING - 304, 306, 307, 320 INTERIOR ELEVATIONS 4/5/2021

I204 1960 WING, 1976 WING - ISLAND ELEVATIONS 4/5/2021

MP001 MECHANICAL AND PLUMBING ABBR. AND SYMBOLS 4/5/2021

PD101 1960 & 1970 1ST FLOOR EXISTING PLUMBING PLAN 4/5/2021

PD102 1960 & 1970 2ND FLOOR EXISTING PLUMBING PLAN 4/5/2021

PD201 1976 EXISTING PLUMBING PLAN 4/5/2021

P101 1960 1ST & 2ND FLOOR PROPOSED PLUMBING PLAN 4/5/2021

P102 1970 1ST FLOOR PROPOSED PLUMBING PLAN 4/5/2021

P201 1976 PROPOSED PLUMBING PLAN 4/5/2021

P501 PLUMBING DETAILS & SCHEDULES 4/5/2021

MD101 1960 & 1970 1ST FLOOR EXISTING MECHANICAL PLAN 4/5/2021

MD102 1960 & 1970 2ND FLOOR EXISTING MECHANICAL PLAN 4/5/2021

MD103 1960 & 1970 ROOF EXISTING MECHANICAL PLAN 4/5/2021

MD201 1976 EXISTING MECHANICAL PLAN 4/5/2021

M101 1960 & 1970 1ST FLOOR PROPOSED MECHANICAL PLAN 4/5/2021

M102 1960 & 1970 2ND FLOOR PROPOSED MECHANICAL PLAN 4/5/2021

M103 1960 & 1970 ROOF PROPOSED MECHANICAL PLAN 4/5/2021

M201 1976 PROPOSED MECHANICAL PLAN 4/5/2021

M401 1960 ENLARGED MECHANICAL PLAN 4/5/2021

M501 MECHANICAL DETAILS 4/5/2021

M502 MECHANICAL DETAILS 4/5/2021

M503 MECHANICAL THEORY OF OPERATIONS 4/5/2021

M504 MECHANICAL CONTROLS 4/5/2021

M505 MECHANICAL DETAILS 4/5/2021

M601 MECHANICAL SCEDULES 4/5/2021

FSL RHINELANDER LAB REMODEL

FROM THE INTERSECTION OF HWY 8 AND WI-47 (ROUNDABOUT) TRAVEL NORTH ON WI-47 FOR 1.0 MILES. TURN LEFT ONTO CO HWY K/CO RD K FOR 0.6 MILES. TURN LEFT ON FS 2212 RD FOR 0.2 MILES

TO REACH THE US FOREST SERVICE EXPERIMENT STATION.

NORTHERN RESEARCH STATION

FSL RHINELANDER LAB

5985 CO HWY K

RHINELANDER, WI 54501

pmarttila Wisc seal - Paul M

SHEET OF002

INDEX OF SHEETS

SHEET SHEET TITLE DATE

E001 ELECTRICAL ABBREVIATIONS 4/5/2021

ED101 1960 & 1970 1ST FLOOR EXISTING ELECTRICAL PLAN 4/5/2021

ED102 1960 & 1970 2ND FLOOR EXISTING ELECTRICAL PLAN 4/5/2021

ED103 ROOF EXISTING ELECTRICAL PLAN 4/5/2021

ED104 ENLARGED 1960 & 1970 EXISTING ELECTRICAL PLANS 4/5/2021

ED105 1976 EXISTING ELECTRICAL PLAN 4/5/2021

ED601 EXISTING PANEL SCHEDULES 4/5/2021

ED602 EXISTING PANEL SCHEDULES 4/5/2021

E101 1960 & 1970 2ND FLOOR PROPOSED LIGHTING PLAN 4/5/2021

E102 ROOF PROPOSED ELECTRICAL PLAN 4/5/2021

E103 ENLARGED 1960 & 1970 PROPOSED ELECTRICAL PLANS 4/5/2021

E104 1976 PROPOSED ELECTRICAL PLAN 4/5/2021

E501 ELECTRICAL DETAILS 4/5/2021

E601 PANEL SCHEDULES 4/5/2021

E602 PANEL SCHEDULES 4/5/2021

BUILDING LOADS

LIVE LOADS Floor Deflection Limits = L/360

LOAD TYPE

1. UNIFORM FLOOR LIVE LOAD

ROOF SNOW LOADS Roof Deflection Limits = L/360

LOAD TYPE

1. GROUND SNOW LOAD, Pg

2. FLAT ROOF SNOW LOAD, Pf

3. UNBALANCED SNOW LOAD

4. DRIFT LOAD

55.4

N / A

SNOW LOAD FACTORS

1. SNOW EXPOSURE FACTOR LOAD, Ce

2. SNOW LOAD IMPORTANCE FACTOR, Is

3. THERMAL FACTOR, Ct

4. SLOPED ROOF FACTOR X / X PITCH

1.2

1.0

1.1

1.0

VALUE

WIND LOADS Lateral Story Drift Limits = L/360

LOAD OR VARIABLE

1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT)

115 MPH

II

B

25.2 psf

VALUE

5. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

6. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

21 psf

±0.18

EARTHQUAKE DESIGN DATA

LOAD VARIABLE

1. RISK CATEGORY

2. SEISMIC IMPORTANCE FACTOR, Ie

3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

5. SITE CLASS

6. SEISMIC DESIGN CATEGORY

II

1.0

0.043

0.025

VALUE

D

A

7. BASIC SEISMIC FORCE RESISTING SYSTEM, A17, LIGHT FRAMED WALLS

8. SEISMIC RESPONSE COEFFICIENT(s), Cs

9. RESPONSE MODIFICATION COEFFICIENT(s), R

10. ANALYSIS PROCEDURE: MINIMUM LATERAL FORCE ANALYSIS PROCEDURE, SECTION 1616.4

ASSUMED BEARING STRENGTH

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

2,000 psf

NOTES:

1. LOADS ARE BASED ON SECTION 16 OF WBC 2015 UNLESS OTHERWISE NOTED.

0.023

2.0

1. ALL FOOTINGS HAVE BEEN SIZED BASED ON AN ALLOWABLE BEARING CAPACITY OF

2,000 POUNDS PER SQUARE FOOT (psf). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING AND PROVIDING 2,000 psf BEARING CAPACITY AT THE

PREPARED SITE FOR ALL FOOTINGS AND SLABS WITH LESS THAN 1/4" SETTLEMENTS.

CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

2. ALL EXCAVATED AREAS AROUND STRUCTURES SHALL BE BACKFILLED WITH GRANULAR

MATERIAL. ALL FILL SLOPES SHALL BE PLACED IN 12" LAYERS AND COMPACTED TO 95%

MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD.

FOUNDATIONS AND FOOTINGS:

NORMAL WEIGHT CONCRETE

REBAR LAP LENGTH

SCHEDULE, F'c=3,500 psi

BAR SIZE STANDARD

CLASS A

SPLICE

TOP BAR

CLASS A

SPLICE

STANDARD

CLASS B

SPLICE

TOP BAR

CLASS B

SPLICE

#3 16" 20" 20" 26"

#4 21" 27" 27" 35"

#5 26" 33" 33" 43"

#6 31" 40" 40" 52"

#7 45" 58" 58" 75"

#8 51" 66" 66" 86"

#9 57" 75" 75" 97"

#10 64" 83" 83" 108"

WIRE MESH IN

SLABS

OVERLAP BETWEEN LAST CROSS WIRE OF EACH

FABRIC=WIRE SPACING +2" = MIN 8" LAP

BASED OFF OF ACI 318-08

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. AND

SPECIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND/OR THE

GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED, SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED.

THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND

CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES NECESSARY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS THIS SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION

EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS FORMS,

SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND

GIN POLES, ETC.

3. THE GOVERNING BUILDING CODE IS THE WISCONSIN BUILDING CODE 2015.

4. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE

REVIEWED BY THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT

ONLY.

5. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL RELEVANT DIMENSIONS AND

ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED MANUFACTURERS

CERTIFIED EQUIPMENT DRAWINGS.

6. MECHANICAL FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO

MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY.

CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO VERIFY

EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT

TO THE ATTENTION OF THE ENGINEER OR RECORD.

7. UNLESS NOTED OTHERWISE, REQUIREMENTS GIVEN FOR ONE OR MORE LOCATIONS

ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE

REQUIREMENTS GIVEN SHALL BE ADAPTED TO CONDITIONS AT SUCH OTHER

LOCATIONS.

8. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS

AND ELEVATIONS SHOWN ON THE PLANS AND FOR COORDINATING ALL DIMENSIONS

AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THOSE SHOWN ON

THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES IN THE

DIMENSIONS OCCUR, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BRING THE

DISCREPANCY TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL. ANY METAL PARTS

IN CONTACT WITH OTHER METAL PARTS SHALL BE OF A SIMILAR MATERIAL.

GENERAL STRUCTURAL NOTES:

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE WISDOT GRADE 1 GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY THE

MODIFIED PROCTOR METHOD.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE WISDOT GRADE 1

GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF

SIX (6) INCHES UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS AND

"FOUNDATIONS NOTE 1."

3. ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE

CONDITIONS PROHIBIT. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE

BACKFILLED WITH WISDOT GRADE 1 GRANULAR FILL COMPACTED 98% MAXIMUM

DENSITY.

4. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED

THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR INSPECTION AND/OR

ALTERNATE FOUNDATION/FOOTING DESIGN.

SOILS:

1. ALL STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST

ISSUE OF THE AMERICAN INSTITUTE OF STEEL CONSTUCTION (AISC) SPECIFICATIONS

FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS.

2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy = 50 ksi, EXCEPT FOR ANGLES, CHANNELS AND PLATE, WHICH SHALL CONFORM TO ASTM A 36, Fy = 36 ksi.

3. ALL HOLLOW SECTIONS (HSS) SHALL CONFORM TO ASTM A500, Fy = 46 ksi.

4. ALL COLUMN ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36, UNLESS

OTHERWISE NOTED.

5. ANCHOR BOLTS AND BASE PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING

WORK, PRESET BY TEMPLATES OR SIMILAR METHODS. GALVANIZED BOLTS IN

ACCORDANCE WITH ASTM A123 OR ASTM A153 AFTER FABRICATION IF SO LABELED.

6. SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE MADE BY

WELDING OR HIGH STRENGTH BOLTING. BOLTED CONNECTIONS SHALL CONFORM TO

ASTM A325-X USING LOAD INDICATOR WASHERS (LIW) OR LOAD INDICATOR BOLTS (LIB).

UNLESS OTHERWISE NOTED, BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITY TO

SUPPORT A REACTION R EQUAL TO HALF THE SHEAR CAPACITY OF THE BEAM. USE 3/4" Ø

BOLTS, E70XX 1/4" WELD, AND 5/16" ANGLE THICKNESS.

7. WELDED CONNECTIONS SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE.

ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 ksi (E70 ELECTRODE)

USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE

WITH AWS SPECIFICATIONS. ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF

WELDING PROCESS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE.

STRUCTURAL STEEL:

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE

FOR BUILDINGS. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL

GOVERN.

2. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS: 3,000 psi B. INTERIOR SLABS ON GRADE: 3,500 psi C. EXTERIOR SLABS ON GRADE: 4,000 psi

3. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy= 60,000 psi). ALL WELDED WIRE FABRIC (WWF) SHALL BE IN ACCORDANCE WITH ASTM A185 (65,000 psi).

4. REINFORCEMENT PROTECTION SHALL BE AS FOLLOWS:

CONCRETED POURED AGAINST EARTH 3"

ALL OTHER CONCRETE 2"

5. CONTRACTOR SHALL PROVIDE CORNER BARS OF EQUAL OR GREATER SIZE TO

HORIZONTAL WALL REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS OF

CONCRETE FOUNDATIONS.

6. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING

CONCRETE. DRILLING AND GROUTING IS ACCEPATBLE AND SUBJECT TO ENGINEER

APPROVAL.

7. FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT WRITTEN

CONSENT OF THE ENGINEER.

8. FIELD BEND BARS COLD. DO NOT FIELD BEND BARS WITH HEAT OR BARS PARTIALLY

EMBEDDED IN CONCRETE.

9. ALL EXTERIOR CONCRETE INCLUDING WALLS SHALL BE AIR-ENTRAINED.

10. PROVIDE 10-MIL VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.

CAST-IN-PLACE CONCRETE:

5 1/2"

1 1/2" 1 1/2"

/2

/2

2 1/2"

3/16"

5x5x1/4" HSS

COLUMN

3/4" THICK BASE PLATE

ON 1 1/2" NON-SHRINK GROUT

9/16"Ø HOLES FOR

1/2"Ø x 8" ANCHOR BOLTS

EPOXY 4" INTO CONC MIN

3/16"

1 1/2" 1 1/2"3"

3/4" BOLTS

8"x3"x1/4" PLATE

STIFFENER -

ONE SIDE

BEAM PER PLANS

2x6 OR 2x8 PLATE

RAMSET TO BEAM

@ 18" OC STAGGERED

EX TJI

ROOF JOISTS

SIMPSON H3

CONNECTOR

PLANS

PER

P L A

N S

P E

R

#3X8" DOWELS @ 18" OC,

EPOXY 3" INTO EX SLAB

SAWCUT & REMOVE SLAB,

BACKFILL w/ CLEAN SAND &

COMPACT TO 98% MAX DENSITY,

NEW 4" SLAB w 6x7-W2.1xW2.1 WWM

EX CONC FND WALL/ FOOTING

(2) #5 BARS, EACH SIDE

COMPACT TO 98% MAX DENSITY

#5 BARS @ 12" OC

MAX SPACING (TYP)

EPOXY 6" INTO FOOTING

½" EXPANSION JOINT

10 MIL VAPOR

BARRIER

NEW VCT TO MATCH EXISTING

EXCAVATION LINE

8"

GRANULAR BACKFILL IN 12" MAX

LIFTS, COMPACTED TO 95% MAX

DENSITY.

2x STUDS WITH

RAMSET ANCHORS

AT 18" O.C.

STEEL COLUMN

PER PLANS

DRYWALL OR

EXTERIOR WALL

COVERING

6 1/2" 6 1/2"

ALLOWABLE LOCATIONS FOR CONCRETE CORING. CONTRACTOR SHALL

NOT CUT STRANDS AND IS LIMITED TO 6½"

MAXIMUM CORES. IF LARGER CORES

OR STRAND CUTTING IS REQUIRED, CONTACT THE GOVERNMENT

PRIOR TO PROCEEDING.

1' - 4" x 8" EXISTING PRE-CAST PLANK WITH 2" TOPPING

D

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STRUCTURAL

NOTES &

DETAILS

N O

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H E

R N

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S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

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C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

S W

T S

P

S W

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

1 1/2" = 1'-0"1

BASE PLATE DETAIL

1 1/2" = 1'-0"2

BEAM TO COLUMN DETAIL

1 1/2" = 1'-0"3

FOOTING DETAIL

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

1 1/2" = 1'-0"4

COLUMN DETAIL

1 1/2" = 1'-0"5

PRECAST PLANK CORING DETAIL

*REFER TO DETAIL 2/A104

* USE WHEN REQUIRED TO CORE

THROUGH EXISTING PRE-CAST PLANK

FLUSH CONTROLS ON

APPROACH SIDE OF TOILET

42"12"

7" -9" H .C

M A

X

S

TD

" M

IN

M A

X

15" MIN.

6"

6"

S

TD

9"

H .C

16"- 18"

1"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

TOILET PAPER

MOUNTING AREA

VERT. GRAB

BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINAL

LAVATORY OR VANITY SINK

COUNTER WHERE

OCCURS

ACCESSIBLE SINK

BOWL

M

IN9"

MIN

11"

OFFSET

WASTE

M A

X

KNEE

CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

HOOKS

A

FF

M A

X SHELF

WASTE

RECEPTACLE

HAND

DRYER

DRINKING FOUNTAINS

HIGH-

LOW

4" M

IN

W A

T E

R F

LO

W

M

IN

M A

X

S P

O U

T

17" MIN.

9" M

IN

11" MIN.

M

IN

8" MIN.

CONTROL

AREA

MAX.PLACEMENT

FROM C.L. OF WALL

TRANSFER TYPE SHOWER

- 3 6"

M A

X

M A

X

1/ 2"

M A

X

15" 15"

S

TA

N D

A R

D H

G T

- 1 9"

SHOWER

SEAT

ROLL-IN TYPE SHOWER

60" MIN.

HOSE

LENGTH

12"

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

12"

1 1/2"

TYPICAL SECTION

/2

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

B A

S E

LI

N

E O

F H

IG

H

E S

T

LI

N E

8" MIN

M A

X

MIRROR

BRAILLE

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

MAX.PLACEMENT

FROM C.L. OF WALL

15" 15"

60" MIN.

HOSE

LENGTH

- 3 6"

16" 27"

CONTROL

AREA

M

A X

M

A X

RIM OF TUB

CONTROL

AREA

- 3 6"

M

IN

TUB

/2

FEC FE AND

WALL

BRACKET

B F

/8

S T

D

S T

D

/4

B F

M A

X

/8

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

LOCKSET/LATCH

LOCATION

HARDWARE

LEVER BF

MOUNTING HEIGHTS

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

ABBREVIATIONS

A201

ELEVATION

ELEVTION

NUMBER

SHEET NUMBER

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

TAG IDENTIFICATION

DOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

OFFICE

ROOM IDENTIFICATION NUMBER

ROOM NAME

ROOM NUMBER

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ARCHITECTURAL

STANDARDS

N O

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N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

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S T

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IC

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C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

J A

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

LAM LAMINATE

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FOOT/FEET

LL LIVE LOAD

LT LIGHT

LTG LIGHTING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OSB OREIENTED STRAND BOARD

OZ OUNCE

PC PRECAST

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

R RADIUS

RC RESILIENT CHANNEL

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

S & V STAIN & VARNISH

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FOOT/FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/W WALL TO WALL

W_x_ WIDE FLANGE SECTION

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

CENTERLINE

# NUMBER

& AND

/ PER

@ AT

L ANGLE

x BY (AS IN 2x4)

± PLUS OR MINUS

Ø DIAMETER

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GT GROUT

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HTR HEATER

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH/INCHES

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KOP KNOCKOUT PANEL

KP KICKPLATE

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

304306 320

A104

115 117116

212208

A102

A103

1. 1970 WING: ROOMS 208/ 212 REMODEL

2. 1960 WING: ROOMS 114/ 118 RENOVATION

3. 1960 WING: ROOMS 119/ 120 RENOVATION

4. 1976 WING: ROOMS 304/ 306/ 307 RENOVATION

5. 1960 WING: ROOMS 115/ 116/ 117 RENOVATION

6. 1976 WING: ROOM 320 RENOVATION

SUBPROJECT PRIORITY SCHEDULE

4 6

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

KEYPLAN

/2

/2

:3 :2

A

M

A101

PLANS OVERVIEW

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

S P

J A

T S

P

E X

T G

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

1/16" = 1'-0"1

FIRST FLOOR PLAN (EXTG SHOWN)

1/16" = 1'-0"2

SECOND FLOOR PLAN (EXTG SHOWN)

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

593 SF

LAB

597 SF

LAB

2 TYP.

NO

WORK

THIS

AREA

TYP.

TYP.

TYP.

597 SF

LAB

593 SF

LAB

NO

WORK

THIS

AREA

ARCHITECTURAL - FLOOR PLAN KEY NOTES

DEMO EXISTING CASEWORK AND COUNTERTOPS, TYP. NOTE: RESIN SINKS AND

COUNTERTOPS CONTAIN ASBESTOS AND SHALL BE ABATED.

EXISTING EXPOSED FLOOR TILE IS VINYL COMPOSITION TILE (VCT). NEWLY EXPOSED

FLOOR AREAS REVEALED BY DEMO OF EXISTING CASEWORK ARE ASBESTOS

CONTAINING MATERIAL (ACM) AND MUST BE ABATED ACCORDINGLY, TYP. INFILL

ABATED FLOOR AREAS WITH NEW VCT TO MATCH EXISTING ADJACENT VCT, TYP.

NOT USED THIS SHEET.

NOT USED THIS SHEET.

NOT USED THIS SHEET.

NOT USED THIS SHEET.

NOT USED THIS SHEET.

NOT USED THIS SHEET.

NOT USED THIS SHEET.

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

2ND FLOOR

KEYPLAN

/2

/2

:3 :2

A

M

A102

1970 WING -

208 & 212

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

E X

T G

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

1/4" = 1'-0"1

1970 WING - ROOMS 208 & 212 EXISTING

1/4" = 1'-0"2

1970 WING - ROOMS 208 & 212 PROPOSED

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

183 SF

363 SF

LAB

368 SF

LAB

181 SF

LAB

37 SF

HALL

75 SF

LAB

62 SF

LAB

TYP.

3 3

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

363 SF

LAB

368 SF

LAB

I202

115/ 117

174 SF

LAB

119/ 120

364 SF

LAB

I204

I204

I204 2

I204

I204

I204

I204

I204

I204 8 3' - 6"

E Q

E

Q

3' - 7"

E Q

E

Q

3' - 7"

E Q

E

Q

127" 3

1" THICK BLACK

EPOXY RESIN TOP

TYP.UNO

1" THICK TYPE 304

ST. STEEL TOP

81"3

I201

I2015

I201

114"

FREEZER

B.O.

I201

I2012

I201

44"

81"

114"

127"

1" THICK TYPE 304

ST. STEEL TOP

I202

I202 2

I202

114"

146" 24"

139"

95 1/2"

96 1/4"

12 12

119/120

(BELOW)

MUA-1

EF-1

(BELOW)

EXISTING GLB, TYP.

EXISTING 2x

DECKING, TYP.

(2) 2x8 CURB, TYP.

(2) 2x8 CURB, TYP.

(T Y

P

CURB TO EXTEND 24" PAST HVAC UNIT (TYP)

A103

2' - 0"

(2) PRESSURE TREATED 2x8s, NAILED w/ GALV 16d NAILS @ 12" OC, STAGGERED

HVAC

CURB BEYOND

DEMO EXISTING WALL AND ALL APPURTANCES, TYP. PATCH AND PAINT WALLS

AND CEILINGS TO MATCH EXISTING ADJACENT FINISH MATERIALS, TYP.

ARCHITECTURAL - FLOOR PLAN KEY NOTES

3 DEMO EXISTING DOOR AND FRAME, TYP.

REPAIR AND FINISH WALL WHERE DOOR AND FRAME DEMOED

TO MATCH EXISTING ADJACENT AREAS, TYP.

DEMO EXISTING CASEWORK AND COUNTERTOPS, TYP. NOTE: RESIN SINKS AND

COUNTERTOPS CONTAIN ASBESTOS AND SHALL BE ABATED.

REPAIR AND FINISH LOW WALL AND SILL WHERE WALL DEMOED

TO MATCH EXISTING ADJACENT AREAS, TYP.

NOT USED THIS SHEET.6

PROVIDE NEW CASEWORK AND COUNTERTOPS, TYP. SEE

INTERIOR AND ISLAND ELEVATIONS FOR ADDITIONAL

INFORMATION (SHEETS I20X).

NOT USED THIS SHEET.

EXISTING EXPOSED FLOOR TILE IS VINYL COMPOSITION TILE (VCT). NEWLY

EXPOSED FLOOR AREAS REVEALED BY DEMO OF EXISTING CASEWORK ARE

ASBESTOS CONTAINING MATERIAL (ACM) AND MUST BE ABATED ACCORDINGLY,

TYP. INFILL ABATED FLOOR AREAS WITH NEW VCT TO MATCH EXISTING

ADJACENT VCT, TYP.

10 NOT USED THIS SHEET.

11 NOT USED THIS SHEET.

12 PAINT ALL WALLS IN ROOM WITH NEW WORK. PAINT GWB CEILING IN ROOMS

115/117, 304, 306, 307, 320. IN CORRIDOR OUTSIDE LAB 119, PAINT BETWEEN

DOOR FRAMES.

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

2ND FLOOR

KEYPLAN

/2

/2

:3 :2

A

M

A103

1960 WING -

114 & 118, 119/ 120, 115/ 117

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

E X

T G

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

1/4" = 1'-0"1

1960 WING - ROOMS 114-120 EXISTING

1/4" = 1'-0"2

1960 WING - ROOMS 114-120 PROPOSED

1/4" = 1'-0"3

1960 WING - STRUCTURAL @ ROOF

1" = 1'-0"4

CURB DETAIL

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

BUILT-IN

REFRIGERATOR

ROOM

END OF ELEC. PANEL

MOUNTING CHANNEL

CHANGE IN CLG HT

TYP.

318 SF

LAB

340 SF

LAB

376 SF

LAB

REMOVE EX. SLAB TO

INSTALL NEW FOOTING

SEE DETAIL 3/S001

REMOVE EX. SLAB TO

INSTALL NEW FOOTING

REMOVE SLAB AS RQD TO

CUT TOP OF FND WALL

BUILT-IN

REFRIGERATOR

ROOM

I203

I2034I2035

I2036 8

318 SF

LAB

340 SF

LAB

122 SF

STO.

254 SF

LAB

I20410

I204

I204 12

W x

H

SS 5

x5 x1

/4

H

SS 5

x5 x1

/4

4'x4'x12"

FOOTING SEE

DETAIL 3/S001

4'x4'x12"

FOOTING SEE

DETAIL 3/S001

EXISTING

COLUMN TO

REMAIN

ATTIC LADDER

TO MECHANICAL

LOFT - RM 310

4' - 2"

60"

60"

V

IF

± 40" VIF

" 122"

/4

36"

105 1/2"

36"

36"

/2

36"

100 7/8"3

B A

L A

N C

E T

A B

L E

I204

FRIDGE

B.O.

FREEZER

B.O.

19"x23"

EPOXY MOBILE

CABINET TOP

19"x23"

EPOXY

MOBILE

CABINET TOP

TYP OF (8)

GAS

CYLINDERS

B.O.

1" THICK BLACK

EPOXY RESIN TOP

TYP.UNO

SEE DETAILS 1/S001,

2/S001, AND 4/S001,

AND DETAIL 7/A104

FOR BEAM WRAP.

SEE DETAILS 1/S001,

2/S001, AND 4/S001.

14' - 4 3/4"

12 12

RTU-1

MUA-2

EF-2

ROOM 310

(BELOW)

320 MECH.

(BELOW)

310 MECH.

(BELOW)

EXISTING JOISTS - SISTER w/ 1 3/4" x 11 3/4" LVL, SEE DETAIL 4/A104

EXISTING JOIST -

CUT AND HANG FROM NEW HEADERS w/

FACE MOUNTED SIMPSON HANGER,

1,250# CAP, TYP.

1 3/4" x 11 3/4" LVL HEADER w/

SIMPSON HUS1.81/10 TYP.

DO NOT CUT EXISTING JOISTS

SUPPORTING THIS UNIT.

SISTER JOISTS w/ 1 3/4" x 9 1/2" LVL AS INDICATED.

EXISTING JOISTS - SISTER w/ 3 1/2" x 9 1/2" PARALLAM, SEE DETAIL 4/A104

EXISTING JOIST -

CUT AND HANG FROM NEW HEADERS w/

FACE MOUNTED SIMPSON HANGER,

1,250# CAP, TYP. UNO

1 3/4" x 11 3/4" LVL HEADER w/

SIMPSON HUS1.81/10 TYP.

FULL BEARING FOR SISTERED

JOISTS, BOTH ENDS. SEE DETAIL

4/A104 FOR SISTER DETAIL.

CUT HOLE THROUGH EXISTING

ROOF SHEATHING FOR HVAC

V.I.F. WITH MECH CONTRACTOR

6'-6" +/-

V.I.F. WITH MECH CONTRACTOR

7'-0" +/-

CUT HOLE THROUGH EXISTING

ROOF SHEATHING FOR HVAC.

VIF WITH MECH CONTRACTOR

CUT HOLE THROUGH EXISTING

ROOF SHEATHING FOR HVAC.

VIF WITH MECH CONTRACTOR.

EXISTING JOIST

1 3/4" x 11 1/4" LVL SISTER, 1.9 E OR 3 1/2" x 9 1/2" PARALLAM10d NAILS @

12" OC, T&B

SOLID 2x BLOCK, 4" MIN LENGTH

@ EA END FOR BEARING

TOP PLATE (BEYOND)

(T Y

P

DEMO EXISTING WALL AND ALL APPURTANCES, TYP. PATCH AND PAINT WALLS

AND CEILINGS TO MATCH EXISTING ADJACENT FINISH MATERIALS, TYP.

ARCHITECTURAL - FLOOR PLAN KEY NOTES

3 DEMO EXISTING DOOR AND FRAME, TYP.

DEMO EXISTING CASEWORK AND COUNTERTOPS, TYP. NOTE: RESIN SINKS AND

COUNTERTOPS CONTAIN ASBESTOS AND SHALL BE ABATED.

CONTRACTOR TO REMOVE WALL COVERINGS/STUDS AND FLOORING AS

REQUIRED TO INSTALL NEW FOOTING AND COLUMNS.

NEW WALL, TYP.6

NEW DOOR, TYP.7

NOT USED THIS SHEET.

REPLACE VCT TO MATCH EXISTING WHERE REMOVED FOR FOOTING

INSTALLATION AND WHERE EXISTING CABINETS AND WALLS ARE REMOVED.

9 PROVIDE NEW CASEWORK AND COUNTERTOPS, TYP. SEE

INTERIOR AND ISLAND ELEVATIONS FOR ADDITIONAL

INFORMATION (SHEETS I20X).

10 DEMO EXISTING CEILING TILE AND GRID.

CONTRACTOR SHALL RESTORE ANY REMOVED STUDS AND WALL COVERINGS

AS REQUIRED TO RECONSTRUCT WALL AFTER INSTALLATION OF COLUMN.

FINISH TO MATCH EXISTING.

PAINT ALL WALLS IN ROOM WITH NEW WORK. PAINT GWB CEILING IN ROOMS

115/117, 304, 306, 307, 320. IN CORRIDOR OUTSIDE LAB 119, PAINT BETWEEN

DOOR FRAMES.

HM-1

S E

E S

C H

E D

U L E

SEE SCHEDULE

2" 2"

N

6" 6"

S E

E S

C H

E D

U L E

SEE SCHEDULE

DOOR

SEE SCHEDULE

HM FRAME

GROUT SOLID

WOOD STUDS @ 16" OC

SEALANT EACH SIDE

5/8" TYPE "X" GWB EACH SIDE

METAL STUD

HEADER

5 3/4"

FULL BATT SOUND

ATTENUATION

INSULATION

DOOR

SEE SCHEDULE

HM FRAME

SPOT GROUT AT

ANCHORS

SEALANT

EACH SIDE

GWB

EACH SIDE

2"

/4

3-5/8" METAL STUDS

@ 16" O.C.

BEAM PER PLANS

2x8 PLATE

RAMSET TO BEAM

@ 18" OC STAGGERED

2x4 @ 16" O.C.

5/8" GWB

2x8. RAMSET TO BEAM

@ 18" O.C. STAGGERED

5/8" GWB

EXISTING CEILING

SHIM SPACE TO LEVEL

SOFFIT

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

1ST FLOOR

KEYPLAN

/2

/2

:3 :2

A

M

A104

1976 WING -

304, 306, 307

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

E X

T G

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

1/4" = 1'-0"2

1976 WING - ROOMS 304, 306, 307 & 320 DEMOLITION

1/4" = 1'-0"3

1976 WING - ROOMS 304, 306, 307 & 320 PROPOSED

1/4" = 1'-0"1

1976 WING - STRUCTURAL @ ROOF

1 1/2" = 1'-0"4

SISTERED JOIST DETAIL

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

DOOR, FRAME & HARDWARE SCHEDULE

DOOR

NO.

DOOR FRAME DETAILS

HDWR

SET RemarksTYPE MATERIAL

SIZE

ELEV MATERIAL HEAD JAMBWIDTH HEIGHT THK.

304 N WD 3' - 0" 7' - 0" 1 3/4" F-1 HM 7 8 2

307 N WD 3' - 0" 7' - 0" 1 3/4" F-1 HM 7 8 1

1/4" = 1'-0"

DOOR FRAME

1/4" = 1'-0"

DOOR

1 1/2" = 1'-0"5

DOOR HEAD

8 9

1 1/2" = 1'-0"6

DOOR JAMB

1 1/2" = 1'-0"7

BEAM WRAP DETAIL

TYPE 304

ST. STEEL

PEGBOARD

V3030

X -W

P

30"2"

C03W362230-5021 G00W362236-5021 C03W362224-

UD-1428-A

X -W

P

2"21"36"21"

21" 36" 21"

GLASS DOORS

W202301621L W202301621-W20W301636

A80W002236

KSP

X -W

P

X -W

P

D30W312221-5021

1" THICK TYPE 304

STAINLESS STEEL TOP

93" x 30"

1" THICK BLACK

EPOXY RESIN

81" x 30"

36" 24"

30"

D30W312221-5021

X -W

P

W20W301636-5021

1 1/2"

W20W301642-5021 W20W301642-5021

GLASS DOORS

X -W

P

C03W362236-5021

X -W

P

A

M x2

A

M x2

OPENOPEN

V05F282460SN-G1,F1,SK-A1,K,O,U

BASE ACID

G80W362230-5021G80W362230-5021 30"30"45"44"36"2"

WATERPROOF

WALL COVERING

BY OTHERS, BACK

& SIDE WALLS

1" THICK BLACK

EPOXY RESIN

127" x 30"

S20W842230-5021

GLASS DOORS

30"

SS/EW

WATERPROOF

WALL COVERING

36" 30" 30" 45" 44" 36" 2"

ACID FLAMMABLE

V05F282460SN-G1,F1,SK-A1,K,O,U

A

M x2

A

M x2

OPEN OPEN

G80W362230-5021G80W362230-5021

X -W

P

X -W

P

C03W362236-5021

42" 42" 36" 2"

W20W301642-5021 W20W301642-5021 W20W301636-5021

X -W

P

1" THICK BLACK

EPOXY RESIN

81"x30"

GLASS DOORS

WATERPROOF

WALL COVERING

BY OTHERS BACK

& SIDE WALLS

30" 92"

S20W842230-5021

TYPE 304

ST. STEEL

PEGBOARD

21" 36" 21"

W20W301621L -5021

W20W301621-W20W301636

A80W002236

KSP

X -W

P

21"36"21"2"

X -W

P

GLASS DOORS

X -W

P

D30W312221 -5021

X-WP3636- D30W312221

-5021

X -W

P

V3030

C03W362224L -5021

30"

K-WSS-36

UD-1428-A

G00W362236-5021 C03W362230-5021

X -W

P

2"

"1" THICK BLACK EPOXY RESIN

81" x 30"

1" THICK TYPE 304

STAINLESS STEEL

TOP 93"x30"

36"24"

30"

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

2ND FLOOR

KEYPLAN

/2

/2

:3 :3

A

M

I201

1960 WING

114 & 118

INTERIOR

ELEVATIONS

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

3/8" = 1'-0"3

114 NORTH

3/8" = 1'-0"1

114 SOUTH

3/8" = 1'-0"2

114 WEST

3/8" = 1'-0"6

118 NORTH

3/8" = 1'-0"5

118 WEST

3/8" = 1'-0"4

118 SOUTH

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

TYPE 304 ST.

STEEL TOP

VBTSO12460

2" 21" 30" 21" 30" 21" 30" 21" 2"22" 22" 7"

KSP KSP KSP

7"

D85W312221-5021

A80W002230

SEE ELEC. DWGS

D85W312221-5021

A80W002230

D85W312221-5021

A80W002230

D85W312221-5021

1" THICK BLACK

EPOXY RESIN

237" V.I.F.x30"

VERIFY WINDOW

SILL HT.

(12) 1"x12"x36"

TRESPA SHELVES

36 3/4" 36 3/4" 36 3/4" 36 3/4"

6"22"2"48"48"48"

X -W

P

E41W362248-5021 D30W362248-5021 E41W362248-5021

WIREMOLD

B.O.N.I.C. - RACEWAY

SILL

1" THICK BLACK

EPOXY RESIN

146"x30"

X -W

P

X -W

P

BLACK

RESIN

EPOXY

PEGBOARD

(9) 1"x12"x33"

TRESPA SHELVES

PBDR300130

33 3/4" 33 3/4" 33 3/4"

F63M0236-00.9

NIC - RACEWAY

30"30"30"42"30"36"

K-WSS-36

UD-1428-A

G00W362236-5021 D302362230-5021 E41W362242-5021 D302362230-5021

BASE ACID

G80W362230-5021 G80W362230-5021

V05F282460SN-G1,F1,SK-A1,K,O,U

"1" THICK BLACK

EPOXY RESIN

139"x30"

30"

FREEZER

B.O.

42"

22 5/8"29" 5 1/4" E41W362242-5021

31 7/8"30" 7" E41W362230-5021 G14W362215-5021

X -W

P

1" THICK

BLACK EPOXY

69 7/8"x30"

BLACK

RESIN

EPOXY

PEGBOARD

S.S. CANOPY HOOD

VENTING BY M.C.

AUTOCLAVE B.O.

(VERIFY SIZE)

7" 31 7/8" 36" 36" 4 3/8"

US-1620-A

K-WSS-36

G00W362236-5021 E41W362236-5021

X -W

P

1" THICK BLACK

EPOXY RESIN

146"x30"

30"

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

2ND FLOOR

KEYPLAN

/2

/2

:3 :3

A

M

I202

1960 WING

119/ 120 115/ 117

INTERIOR

ELEVATIONS

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

3/8" = 1'-0"2

119/ 120 EAST

3/8" = 1'-0"1

119/ 120 NORTH

3/8" = 1'-0"3

119/ 120 SOUTH

3/8" = 1'-0"6

115/ 117 NORTH

3/8" = 1'-0"4

115/ 117 SOUTH

3/8" = 1'-0"5

115/ 117 WEST

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

WINDOWS

1" THICK BLACK

EPOXY RESIN

44"x30"

EQ.EQ.

(12) 1"x12"x36"

TRESPA SHELVES

F63M0236-00.12

37" 36" 33 3/4" 36" 2" 35"

36 3/4" 36 3/4" 36 3/4" 36 3/4"

1" THICK BLACK EPOXY

RESIN TOP 36" DEEP

A80W002242-

KSP

E41W312236-5021

X -W

P

X -W

P

E41W312236-5021X-WP4236-5021

4 3/4"

(6) 1"x12"x36"

TRESPA SHELVES

2"24"22 1/2"21"

KSP

E40W312221L-5021

X -W

P

A80W002236

E40W312224-5021

X -W

P

35"

F63M0236-00.9

106 1/2"

36 3/4"36 3/4"

1" THICK BLACK EPOXY

RESIN TOP 36" DEEP

10 3/4"

(9) 1"x12"x36"

TRESPA

SHELVES

36 3/4" 36 3/4" 36 3/4"

F63M0236-00.9

X -W

P

E40W312224L -5021

35" 2" 24" 36" 24"

E40W312224 -5021

X -W

P

A80W002236-5021

KSP

X-WP3636

1" THICK

BLACK EPOXY

RESIN TOP 36"

DEEP

49" 60" 50" 22"

W16x50

2" 36" 36" 42" 36" 36"

S25W842236-5021 S25W842236-5021 S25W842236-5021 S25W842236-5021 S25W842236-5021

" 24"

2" 36" 36" 42" 36" 36" 21 5/8"

X -W

P

S00W842236-5021 S00W842236-5021 S00W842242-5021 S00W842236-5021 S00W842236-5021

X -W

P

(9) 1"x12"x36"

TRESPA SHELVES

GAS CYLINDERS B.O.

31 3/16"

F63M0236-00.9

36 3/4" 36 3/4" 36 3/4"

29" 4 1/2" 36" 36" 36"

KSP

E41W362236-5021

X -W

P

50" 18" 36" 18" 2"

1" THICK BLACK RESIN TOP

x 36" DEEP 142"x36

X -W

P

G63W362236-5021

A80W002236

X-WP3636-5021

A80W002236-5021

E40W362218L -5021

X-WP3636-5021 E40W362218

-5021

TELESCOPING SNORKEL

MOVEX #MEX-AAF

19"

1" THICK BLACK

RESIN TOP

x 36" DEEP 75"x36

KSP

X -W

P

X -W

P

BLACK

EPOXY

RESIN

PEGBOARD

PBDR300130

36"30"24"24"24" 1"

G80W362224L -5021

ACID BASE VACUUM

PUMP

G80W362224L -5021

G35W362224 -5021

E41W362224-5021 G00W362236-5021

K-2SSS-36

UD-1428-A

V05F282448SN-G1,F1,SK-A1,K,O,U

1" THICK BLACK RESIN TOP

102" x 30" DEEP (L-SHAPE)

30"

FRIDGE

B.O.

FREEZER

B.O.

(9) 1"x12"x36"

TRESPA SHELVES

7/8"

2" 36" 36" 36" 3 3/8"

36 3/4" 36 3/4" 36 3/4"

KSP

E41W362236-5021 E41W362236-5021X-WP3636-5021

F63M0236-00.9

1" THICK BLACK

EPOXY RESIN TOP

111" X 36"

X -W

P

X -W

P

BALANCE

TABLE

K7-302435-RB

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

1ST FLOOR

KEYPLAN

/2

/2

:3 :3

A

M

I203

1976 WING

304, 306, 307

320 INTERIOR

ELEVATIONS

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

3/8" = 1'-0"2

304 EAST

3/8" = 1'-0"1

304 NORTH

3/8" = 1'-0"3

304 SOUTH

3/8" = 1'-0"4

306 WEST

3/8" = 1'-0"5

307 WEST

3/8" = 1'-0"8

320 EAST

3/8" = 1'-0"7

320 NORTH

3/8" = 1'-0"6

320 WEST

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

3/8" = 1'-0"9

307 EAST

WRAP BEAM, SEE

DET. 7/A104, PAINT

D30W362230-5021

KSP

A80W002230-5021

X-WP3036E41W362230-5021

F17-4842-00 F17-4842-00

F21M1242-60,6

F63M0242-00,6

F

M

-0

F

M

-0

F

M

-0

F

M

-0

12" DEEP SHELVES

WITH SHELF LIPS

(2) 120v DUPLEX, SEE ELEC.

1" THICK, BLACK EPOXY

RESIN TOP 60"x114"

/1

22"30"30"30" 30"30"30"22"

D30W362230-5021

KSP

A80W002230-5021

X-WP3036 E41W362230-5021

F17-4842-00 F17-4842-00

F21M1242-60,6

F63M0242-00,6

F

M

-0

F

M

-0

F

M

-0

F

M

-0

12" DEEP SHELVES

WITH SHELF LIPS

(2) 120v DUPLEX, SEE ELEC.

1" THICK, BLACK EPOXY

RESIN TOP 60"x114"

BLACK

EPOXY

RESIN

PEGBOARD

21" 36"

U02C720630-

PBDR300130

G00W362236-5021C03W362221L -5021

US-1620-A

K-WSS-36

30"

D30W362230-5021

KSP

A80W002230-5021

X-WP3036E41W362230-5021

F17-4842-00 F17-4842-00

F21M1242-60,6

F63M0242-00,6

F

M

-0

F

M

-0

F

M

-0

F

M

-0

12" DEEP SHELVES

WITH SHELF LIPS

(2) 120v DUPLEX, SEE ELEC.

1" THICK, BLACK EPOXY

RESIN TOP 60"x114"

22"30"30"30"

BLACK

EPOXY

RESIN

PEGBOARD

U02C720630-

PBDR300130

G00W362236-5021C03W362221L-5021

US-1620-A

K-WSS-36

36" 21"

30"

D30W362230-5021

KSP

A80W002230-5021

X-WP3036 E41W362230-5021

F17-4842-00 F17-4842-00

F21M1242-60,6

F63M0242-00,6

F

M

-0

F

M

-0

F

M

-0

F

M

-0

12" DEEP SHELVES

WITH SHELF LIPS

(2) 120v DUPLEX, SEE ELEC.

1" THICK, BLACK EPOXY

RESIN TOP 60"x114"

30"30"30"22"

D30W362230-5021

KSP

X-WP3036E41W362230-5021

1" THICK, BLACK EPOXY

RESIN TOP

22"30"30"30"

DUPLEX,

SEE ELEC.

DWGS.

A00W0530-5021

30"30"30"22" D30W362230-5021

KSP

X-WP3036 E41W362230-5021

1" THICK, BLACK EPOXY

RESIN TOP 60"x114"DUPLEX

X -W

P

A00W0530-5021

21" 36"

BLACK

EPOXY

RESIN

PEGBOARD

U02C720630-

PBDR300130

G00W362236-5021C03W362221L -5021

US-1620-A

K-WSS-36

30"

18" 18" 18" 18"

M20W272218L -5021

/4

FE80M362872-00

FE95R013072-00

M40W272218 -5021

M20W272218L -5021

M40W272218 -5021

7" 22"

1" THICK BLACK

EPOXY RESIN

ELECTRICAL

FE33M840672-00

ELECTRICAL

FE28M051235-30,2

FE21M051235-30,4

FE80M362872-00

FE95R013072-00

FE33M840672-00

FE28M051235-30,2

FE21M051235-30,4

EPOXY MOBILE

CABINET TOP

(TYPICAL OF 4)

X -W

P

ISLAND TOP:

(4) 75"X30" AND

(1) 60"x30"

BLACK

EPOXY

RESIN

PEGBOARD

58"

U02C600630

PBDR300130

UD-1428-A

K-WSS-58

G04W362258-5021

M20W272218L -5021

FE80M362872-00

FE95R013072-00

M40W272218 -5021

M20W272218L -5021

M40W272218 -5021

1" THICK

EPOXY RESIN

ELECTRICAL

FE33M840672-00

ELECTRICAL

FE28M051235-30,2

FE21M051235-30,4

FE80M362872-00

FE95R013072-00

FE33M840672-00

FE28M051235-30,2

FE21M051235-30,4

EPOXY MOBILE

CABINET TOP

(TYPICAL OF 4)

19" x 23"

22" 7" 18" 18" 18" 18" X

-W P

M40W272218-5021

18"

EPOXY MOBILE

CABINET TOP

59"

/4

1" THICK BLACK

EPOXY RESIN

60"x24"

FE50M362260-00

FE96R012460-00

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

/2

/2

:3 :4

A

M

I204

1960 WING

1976 WING

ISLAND

ELEVATIONS

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

U

-0

J A

J A

T S

P

IL

S

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

3/8" = 1'-0"1

RM 118 N FACE

3/8" = 1'-0"3

118 S FACE

3/8" = 1'-0"2

118 W FACE

3/8" = 1'-0"4

114 N FACE

3/8" = 1'-0"5

114 W FACE

3/8" = 1'-0"6

114 S FACE

3/8" = 1'-0"7

RM 119/ 120 N FACE

3/8" = 1'-0"9

119/ 120 S FACE

3/8" = 1'-0"8

119/ 120 W FACE

3/8" = 1'-0"10

306 E FACE

3/8" = 1'-0"11

306 N FACE

3/8" = 1'-0"12

306 W FACE

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

3/8" = 1'-0"13

HALLWAY S FACE

STM

STM

PLUMBING PIPING MECHANICAL PIPING

DUCTWORK

CDS

CDR

CHWS

CHWR

CDS

CDR

CHWR

CHWS

AIR

ST

G

G

AIR

HWR

HWR

HWS

HWS

FP

FP

C

C

ST

V

V

SAN

HWC

SAN

EA24x14

EA24x14

EA24x14

HW

CW

HWC

OA24x14

OA24x14

OA24x14

RA24x14

SA24x14

SA24x14

S D

SA24x14

RA24x14

RA24x14

CW

HW

STM

CDR

CDS

CHWR

CHWS

HWR

HWS

G

AIR

FP

C

ST

CW

V

SAN

HWC

HW

HYDRONIC HOT WATER SUPPLY - NEW

HYDRONIC HOT WATER SUPPLY - EXISTING

HYDRONIC HOT WATER SUPPLY - DEMO

HYDRONIC HOT WATER RETURN - NEW

HYDRONIC HOT WATER RETURN - EXISTING

HYDRONIC HOT WATER RETURN - DEMO

COMPRESSED AIR - NEW

COMPRESSED AIR - EXISTING

COMPRESSED AIR - DEMO

GAS - NEW

GAS - EXISTING

GAS - DEMO

DOMESTIC COLD WATER - EXISTING

DOMESTIC COLD WATER - DEMO

DOMESTIC COLD WATER - NEW

DOMESTIC HOT WATER - EXISTING

DOMESTIC HOT WATER - DEMO

DOMESTIC HOT WATER - NEW

DOMESTIC HOT WATER RECIRC - EXISTING

DOMESTIC HOT WATER RECIRC DEMO

DOMESTIC HOT WATER RECIRC - NEW

SANITARY - EXISTING

SANITARY - DEMO

SANITARY - NEW

VENT - EXISTING

VENT - DEMO

VENT - NEW

STORM - EXISTING

STORM - DEMO

STORM - NEW

CONDENSATE - EXISTING

CONDENSATE - DEMO

CONDENSATE - NEW

FIRE PROTECTION - EXISTING

FIRE PROTECTION - DEMO

FIRE PROTECTION - NEW

ABBREVIATIONS

PIPING "T"

PIPING 90

STRAINER

SYMBOL LEGEND

CAP

NOTES

INLINE PUMP

BALANCE VALVE

PRESSURE RELIEF VALVE

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

GLOBE VALVE

GATE VALVE

CHECK VALVE

CIRCUIT SETTER

BUTTERFLY VALVE

BALL VALVE

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

RETURN AIR DUCT UP

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT UP

AIR FLOW

HUMIDISTAT - 60" A.F.F.

THERMOSTAT - 60" A.F.F.

DUCT SMOKE DETECTOR

MOTORIZED DAMPER

FIRE / SMOKE DAMPER

(RATING DETERMINED BY WALL TYPE)

VOLUME CONTROL DAMPER

SQUARE TO ROUND TRANSITION

RETURN OR EXHAUST REGISTER

SUPPLY REGISTER

RELIEF AIR HOOD - ROOF

FRESH AIR INTAKE HOOD - ROOF

EXHAUST FAN - ROOF

RETURN OR EXHAUST AIR GRILLE

LINEAR DIFFUSER

SUPPLY AIR DIFFUSER PIPE BREAK

PIPE DOWN

PIPE UP

CLEAN OUT

GAS METER

UNION

HOSE BIBB

ELECTRIC BELL

SIAMESE CONNECTION

BARE FIN TUBE ELEMENT

FIN TUBE ELEMENT WITH COVER

EXTERNALLY INSULATED DUCTWORK

INTERNALLY LINED DUCTWORK

SUPPLY AIR DUCT - EXISTING

SUPPLY AIR DUCT - DEMO

SUPPLY AIR DUCT - NEW

RETURN AIR DUCT - EXISTING

RETURN AIR DUCT - DEMO

RETURN AIR DUCT - NEW

OUTSIDE AIR DUCT - EXISTING

OUTSIDE AIR DUCT - DEMO

OUTSIDE AIR DUCT - NEW

EXHAUST AIR DUCT - EXISTING

EXHAUST AIR DUCT - DEMO

EXHAUST AIR DUCT - NEW

CONDENSOR WATER SUPPLY

CONDENSOR WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSOR WATER SUPPLY - DEMO

CONDENSOR WATER SUPPLY - EXIST

CONDENSOR WATER RETURN - DEMO

CONDENSOR WATER RETURN - EXIST

CHILLED WATER SUPPLY - DEMO

CHILLED WATER SUPPLY - EXIST

CHILLED WATER RETURN - DEMO

CHILLED WATER RETURN - EXIST

METER

STEAM - NEW

STEAM - EXISTING

STEAM - DEMO

CONNECTION TO EXISTING

ACCU AIR COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

APD AIR PRESSURE DROP

AS AIR SEPARATOR

AW ACID WASTE

B BOILER

BB BASEBOARD

BC BOOSTER COIL

BDD BACKDRAFT DAMPER

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTER

BHP BRAKE HORSE POWER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BT BATH TUB

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

C CONVECTOR

CA COMPRESSED AIR

CB CATCH BASIN

CC COOLING COIL

CCF 100 CUBIC FEET

CD CEILING DIFFUSER

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFP CLEAN OUT FERRULE AND PLUG

CH CHILLER

CI CAST IRON

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CLEAN OUT

CO CARBON MONOXIDE

COND CONDENSATE

CO2 CARBON DIOXIDE

CT COOLING TOWER

CU CONDENSING UNIT

CU FT CUBIC FOOT

CUH CABINET UNIT HEATER

CW COLD WATER

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DIFFUSER

DB DRY BULB

DEG F DEGREE FAHRENHEIT

DF DRINKING FOUNTAIN

DI DIGITAL INPUT

DIA DIAMETER

DN DOWN

DO DIGITAL OUTPUT

DWV DRAIN, WASTE AND VENT

EA EACH

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EG EXHAUST AIR GRILLE

ELEV ELEVATION

ER EXHAUST AIR REGISTER

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

EXH EXHAUST

F FURNACE

FAI FRESH AIR INTAKE

FBO FURNISHED BY OTHERS

FC FAN COIL

FD FLOOR DRAIN

FD FIRE DAMPER

FIN FIN TUBE RADIATION

FLG FLANGE

FP FIRE PROTECTION

FPM FEET PER MINUTE

FT FOOT OR FEET

F&T FLOAT AND THERMOSTATIC TRAP

G GAS (NATURAL)

GAL GALLON

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GT GREASE TRAP

H HYDROGEN

HB HOSE BIBB

HC HEATING COIL

HCO HORIZONTAL CLEANOUT

HP HORSE POWER

HTR HEATER

HVAC HEATING, VENTILATING & AIR COND

HW HOT WATER

HWC HOT WATER RECIRCULATING

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

IE INVERT ELEVATION

IF INLINE FAN

IN INCH OR INCHES

IP IRON PIPE

INV INVERT

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

JC JANITOR'S CLOSET

JS JANITOR'S SINK

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LBS POUNDS

LHWR LOW TEMPERATURE HOT WATER

RETURN

LHWS LOW TEMPERATURE HOT WATER

SUPPLY

LIQ LIQUID (REFRIGERATION)

LV LOUVER

LP PROPANE GAS (LIQUID)

LWT LEAVING WATER TEMPERATURE

M METER

MAU MAKE-UP AIR HANDLING UNIT

MAX MAXIMUM

MB MOP BASIN

MBH BRITISH THERMAL UNITS (1000)

MBTUH BRITISH THERMAL UNITS (1000)

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MD MOTORIZED DAMPER

MECH MECHANICAL

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT

PROTECTION

OA OUTDOOR AIR

OAI OUTDOOR AIR INTAKE

OC ON CENTER

OD OVERFLOW DRAIN

ODP OPEN DRIP PROOF

OXY OXYGEN

P PUMP

PC PLUMBING CONTRACTOR

PD PNEUMATIC OPERATED DAMPER

PIV POST INDICATING VALVE

PRV PRESSURE REDUCING VALVE

PT PRESSURE TEMPERATURE PLUG

PTAC PACKAGED TERMINAL AIR COND. UNIT

PVAC PROCESS VACUUM

S SINK

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SAF SUPPLY AIR FAN

SAN SANITARY SEWER

SD SMOKE DETECTOR

SG SUPPLY AIR GRILLE

SH SHOWER HEAD

SHC STEAM HEATING COIL

SR SUPPLY REGISTER

SS STAINLESS STEEL

ST STORM

STM STEAM

SUCT SUCTION (REFRIGERATION)

TCC TEMPERATURE CONTROL CONTRACTOR

TCD TEMPERATURE CONTROL DAMPER

TCP TEMPERATURE CONTROL PANEL

TD TRANSFER DUCT

TG TRANSFER AIR GRILLE

TT THERMOSTATIC TRAP

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UV UNIT VENTILATOR

V VENT

VAC VACUUM

VAV VARIABLE AIR VOLUME BOX

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VS VENT STACK (SANITARY)

VTR VENT THRU ROOF (SANITARY)

VUV VERTICAL UNIT VENTILATOR

W WASTE

WB WET BULB

WC WATER CLOSET

W/O WITHOUT

WH WATER HEATER

WSHP WATER SOURCE HEAT PUMP

NOTE:

NOT ALL ABBREVIATIONS AND/OR SYMBOLS ARE

USED IN THIS SET OF DOCUMENTS.

N2O NITROUS OXIDE

NC NORMALLY CLOSED

NIC NOT INCLUDED OR NOT IN CONTRACT

NIT NITROGEN

NO NORMALLY OPEN

KW KILOWATT

R REGISTER

RA RETURN AIR

RD ROOF DRAIN

RET RETURN

RF RETURN FAN

RG RETURN AIR GRILLE

RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER

RR RETURN REGISTER

RTU ROOF TOP UNIT

MECHANICAL/PLUMBING AND FIRE PROTECTION GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND OPERATIONS AND

PERFORM ALL LABOR REQUIRED FOR INSTALLATIONS AS INDICATED THE DRAWINGS, IN THE

SPECIFICATIONS AND AS REQUIRED BY LOCAL, STATE AND FEDERAL CODES, AND AS MAY BE

REASONABLY IMPLIED TO ACCOMPLISH COMPLETE MECHANICAL SYSTEMS.

2. ALL CLOSE ELECTRICAL DISCONNECTS REQUIRED PER NEC CODE SHALL BE FURNISHED AND

INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL PROVIDE PRODUCTS AS SPECIFIED ON THE DRAWINGS AND

SPECIFICATIONS, HOWEVER, WHERE THE WORDS "EQUAL TO" ARE USED, ADDITIONAL PRODUCTS

MAY BE SUBMITTED AS PROPOSED SUBSTITUTIONS, BUT REQUIRE APPROVAL FROM

ARCHITECT/ENGINEER.

4. DESIGN DRAWINGS SHOW GENERAL ARRANGEMENT AND EXTENT OF WORK. THE DRAWINGS

ARE DIAGRAMMATIC AND MAY NOT NECESSARILY BE DRAWN TO SCALE FOR PURPOSE OF CLARITY AND LEGIBILITY. IT IS INTENDED THAT ALL ITEMS BE LOCATED SYMMETRICALLY WITH ARCHITECTURAL

ELEMENTS WHERE FEASIBLE AND BE INSTALLED TO AVOID OBSTRUCTIONS AND PRESERVE

HEADROOM. CONTRACTOR SHALL REVIEW PLANS OF OTHER TRADES WITH HIS OWN WORK TO AVOID CONFLICTS AND INTERFERENCES. CONTRACTOR MUST MAKE USE OF ALL SOURCES OF INFORMATION

INCLUDING DRAWINGS OF EQUIPMENT FURNISHED BY OTHERS. FAILURE TO REVIEW WORKING

SPACES OR CHECK DIMENSIONS IN QUESTION SHALL NOT WARRANT CONFLICTS. DRAWINGS AND

SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY.

5. MOTORS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AS REQUIRED BY THE

EQUIPMENT FURNISHED BY THE MECHANICAL CONTRACTOR. MOTORS TO BE SUITABLE FOR LOAD, DUTY, VOLTAGE, FREQUENCY, HAZARD, SERVICE AND LOCATION INTENDED. SINGLE PHASE MOTORS MUST HAVE INTEGRAL THERMAL OVERLOAD PROTECTION IN ADDITION TO THAT PROVIDED IN MOTOR

CONTROLLERS. MOTORS TO CONFORM IN DESIGN AND PERFORMANCE TO THE MOTOR STANDARDS

OF NEMA. MOTORS RATED FOR CONTINUOUS DUTY UNDER FULL LOAD WITH A MAXIMUM

TEMPERATURE RISE OF 105 DEG F FOR OPEN, 125 DEG F FOR DRIP PROOF AND 130 DEG F FOR

EXPLOSION PROOF AND TOTALLY ENCLOSED TYPES. SUPPLY MOTORS WITH BELT DRIVES WITH

ADJUSTABLE BASES, REMOVABLE BELT GUARDS AND VARIABLE PITCH DRIVE PULLEY SELECTED SO THAT MIDPOINT OF VARIABLE RANGE OF PULLEY WILL DRIVE EQUIPMENT AT RATED SPEED. MOTORS

1 HP AND LARGER SHALL BE THREE PHASE (UNLESS OTHERWISE LISTED).

6. MOTOR CONTROLLERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FOR

MOTORS FURNISHED BY THE MECHANICAL CONTRACTOR. MOTOR CONTROLLERS SHALL BE OF SIZES AND TYPES AS NEEDED TO MEET THE OPERATIONAL CONDITIONS AS REQUIRED BY THE SEQUENCE OF OPERATION. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL THE POWER CIRCUIT, LOCAL

DISCONNECT AND CONNECTION TO MOTOR TERMINALS. MECHANICAL CONTRACTOR TO MOUNT

MOTOR CONTROLLERS AND CONTROL COMPONENTS AND WIRE AND MAKE ALL FINAL CONTROL

CONNECTIONS BETWEEN DEVICES.

7. THE DRAWINGS INDICATE KNOWN UTILITY AND DRAINAGE LINES IN ACCORDANCE WITH THE

INFORMATION FURNISHED TO THE ENGINEER. RESPONSIBILITY FOR LOCATING, UNCOVERING,

DISPOSING OR MAINTAINING ALL EXISTING UTILITY LINES TO REST SOLELY WITH THE CONTRACTOR.

VERIFY LOCATIONS AND DEPTHS OF SERVICE CONNECTION POINTS BEFORE PROCEEDING WITH

CONSTRUCTION.

8. CONTRACTOR SHALL CHECK EXISTING PREMISES BEFORE SUBMISSION OF BIDS TO CHECK

ALL CONDITIONS WHICH MAY EFFECT THE PERFORMANCE OF THE WORK INVOLVED. NO

ALLOWANCES OR EXTRA PAYMENT WILL BE MADE DUE TO CONTRACTOR'S FAILURE TO EXAMINE SITE

AND FULLY DISCERN WORKING CONDITIONS.

9. MECHANICAL CONTRACTOR SHALL RECEIVE, PROPERLY HOUSE, HANDLE, HOIST, AND

DELIVER TO PROPER LOCATION EQUIPMENT AND OTHER MATERIALS REQUIRED FOR THIS CONTRACT.

10. THE CONTRACTOR SHALL OBTAIN PERMITS, ARRANGE FOR INSPECTIONS, AND PAY FEES AND EXPENSES IN CONNECTION THEREWITH, AS A PART OF THE WORK REQUIRING SUCH PERMITS. EVERY

EFFORT IS MADE TO DESCRIBE THE WORK REQUIREMENTS IN CONFORMITY WITH APPLICABLE

CODES.

11. THE CONTRACTOR SHALL REVIEW ANY ALTERNATES OF OTHER TRADES, AND PRICE THEIR BID

TO ACCOUNT FOR ITEMS AFFECTING HIS WORK.

12. PIPING PASSING THROUGH CORRIDORS, TUNNELS, CHASES, ETC. SHALL BE CONSIDERED FOR

PROPER DRAINAGE. CONSULT WITH THE OTHER CONTRACTORS AND AVOID CONFLICT WITH

LOCATION OF PIPING. ORDER OF PRIORITY FOR ALL PIPING AND CONDUITS TO BE INSTALLED SHALL

BE AS FOLLOWS WITH THE HIGHEST PRIORITY LISTED FIRST.

A. PLUMBING DRAIN LINES

B. CONDENSATE LINES

C. DUCTWORK

D. FIRE PROTECTION

E. HOT AND COLD WATER PIPING

F. ELECTRICAL CONDUIT

13. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE PROJECT

DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE BIDDING

CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND COORDINATED

PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK ASSIGNMENTS TO

SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR.

14. ALL DUCTS SERVING SUPPLY, RETURN AND EXHAUST TERMINALS SHALL BE PROVIDED WITH

BALANCE DAMPERS. FOR CLARITY, ALL DAMPERS MAY NOT BE SHOWN ON PLANS.

M

M

H

T

M

OD

OD

OD

OVERFLOW STORM - EXISTING

OVERFLOW STORM - DEMO

OVERFLOW STORM - NEW

AW

AW

AW

ACID WASTE - EXISTING

ACID WASTE - DEMO

ACID WASTE - NEW

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

54321

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MP001

MECHANICAL

AND

PLUMBING

ABBREVIATIONS

AND SYMBOLS

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

S P

J H

T P

J H

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L

R H

IN

E

L A

N D

E R

L A

B R

E M

O D

E L

U S

D A

F O

R E

S T

S E

R V

IC

E

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

1½" AW UP

¾" HW/CW UP

2" AW UP

½" HW/CW UP

1½" AW UP/DN

1½" AW UP

2" AW UP

2" AW DN

¾" HW/CW UP

2" V LOOP UP

2" AW UP

½" HW UP

¾" CW UP

2" AW UP/DN

½" HW UP

2" V LOOP UP

½" CW UP

2" AW UP/DN

½" HW/CW DN

1½" AW UP/DN

½" HW/CW UP

2" AW UP

½" HW UP

¾" CW UP

2" LOOP V UP

2" AW UP/DN

1½" AW UP

¾" HW/CW UP

EX. GAS WATER HEATER

¾" CW UP TO HB

ROOM

ROOM

ROOM

BOILER

MECHANICAL

LAB

OFFICE

ROOM

ROOM

MECHANICAL

WATER

GAS

223A

TOILET

120 ROOM

ROOM

ROOM

M

EX. STORAGE TANK

EX. PRESSURE TANK

EX. WATER SERVICE

AND METER

C W

H W

CW

HW

V A

W

V

H W

EX. PIPING

ABOVE CEILING

"ø

3/4"ø

3/4"ø

/4 "ø

3/4"ø 3/4"ø

1/2"ø

/4

"ø

1"ø

A W

"ø

EX. 1½" CW DN TO WH

1 1/2"ø

/2

"ø

"ø

/4 "ø

EX. 1½" HW DN TO WH

2 1/2"ø

H W

C W

CW

2 1/2"ø

1"ø

2 1/2"ø

2 1/2"ø

CW

HW

CW

A W

1 REMOVE EXISTING HW, CW, AW AND/OR VENT PIPING RISERS SERVING LAB ABOVE. CAP ALL UNUSED PIPING.

KEYNOTES

2 REMOVE P-TRAP AND SANITARY RISER SERVING FLOOR DRAIN ABOVE. CAP ALL UNUSED PIPING.

1. DEMOLITION OF UTILITIES ONLY TO OCCUR FOR THE PRIORITIES AWARDED. UTILITIES FOR PRIORITIES NOT AWARDED SHALL REMAIN

FUNCTIONAL. CONTRACTOR SHALL MODIFY CONNECTIONS AS NECESSARY.

GENERAL DEMOLITION NOTES

BIDDING MATRIX CONSISTS OF SIX (6) PRIORITIES AS FOLLOWS:

PRIORITY 1: ROOMS 208/212 REMODEL

PRIORITY 2: ROOMS 114/118 RENOVATION

PRIORITY 3: ROOMS 119/120 RENOVATION

PRIORITY 4: ROOMS 304/306/307 RENOVATION

PRIORITY 5: ROOMS 115/116/117 RENOVATION

PRIORITY 6: ROOM 320 RENOVATION

SEE ARCHITECTURAL PLANS FOR SCHEMATIC OF EACH PRIORITY.

NOTE:

D

P R

O

JE

C T

N O

D R

A W

N B

Y

C H

E C

K E

D

A P

P R

O V

E D

D E

S

IG

N E

D B

Y

IS

S

U E

D F

O R

D

A T

E

C

B

A

D

C

B

A

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KEYPLAN

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PD101

1960 & 1970

1ST FLOOR

EXISTING

PLUMBING

PLAN

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L R

H

IN

E L

A N

D E

R L

A B

R E

M O

D E

L

U S

D A

F O

R E

S T

S E

R V

IC

E

C O

H W

Y K

R H

IN

E

L A

N D

E R

, W I 5

S P

J H

T P

J H

N O

R T

H E

R N

R E

S E

A R

C H

S T

A T

IO

N

F S

L

R H

IN

E

L A

N D

E R

L A

B R

E M

O D

E L

U S

D A

F O

R E

S T

S E

R V

IC

E

1/8" = 1'-0"A1

1960 & 1970 1ST FLOOR EXISTING PLUMBING PLAN

R E

V

IE

W

/9

/2

R E

V

IE

W

/1

/2

R E

V

IE

W

/0

/2

F

IN

A L

/0

/2

NORTH

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

LAB

LAB

LAB

LIBRARY

LAB

LAB

BELOW COUNTERTOP

2" LOOP V DN

2" AW DN

2" V UP

1½" AW DN

¾" HW/CW DN

2" V UP

2" LOOP V DN

2" AW DN

½" HW DN

¾" CW DN

2" V UP

2" AW DN

½" HW/CW DN

4" VTR

2" AW DN

½" HW DN

AW/CW RAN UNDER COUNTER

TO CUP SINKS

AW AND V RAN UNDER COUNTER

1½" AW DN

½" HW/CW DN

AW/HW/CW RAN UNDER COUNTER

1½" V UP

1½" V UP

2" V LOOP DN

2" V UP

½" CW DN

2" V LOOP DN

2" AW DN

½" HW DN

¾" CW DN

1½" AW DN

2" V UP

4" VTR

1½" V UP

1½" AW DN

2" V UP

2" AW DN

4" VTR

1½" V IN WALL

1½" AW DN

¾" HW/CW DN

2" V UP

2" AW DN

½" HW/CW DN

4" VTR

¾" HW/CW DN

1½" V UP

1½" SAN DN

½" CW DN

1½" SAN DN

½"…