2019-08-07_2017030_08_FPL_B50_-_BID_SET.pdf

PDF 7 MB Posted Aug 19, 2019

Attached to: HVAC System Replacement
Solicitation number: 1263PX19Q0001
Issued by: Department of Agriculture Forest Service

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2017030-08_2019-09-11_Addendum-1.pdf	PDF	Sep 11, 2019
2019-08-07_2017030_08_FPL_B50_Chambers_Project_Manual_(002).pdf	PDF	Aug 19, 2019
Division_1_General_Requirements.docx	DOCX document	Aug 19, 2019
RFP-B50_Conditioned_Room.doc	DOC document	Aug 19, 2019

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ARCHITECTURAL MECHANICAL

PLUMBING

STRUCTURAL

ELECTRICAL

ARCHITECTURAL DESIGN, MECHANICAL, ELECTRICAL, AND PLUMBING

ENGINEERING

STRANG, INC.

STRUCTURAL ENGINEERING

ONEIDA TOTAL INTEGRATED ENTERPRISES

DESIGN TEAM PROJECT IMAGE

SHEET INDEX

STAMPS

SITE LOCATION MAP

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ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

10 GIFFORD PINCHOT DRIVE

MADISON, WI 53726 PROJECT NO. : 2017030.08

USDA FOREST PRODUCTS LABORATORY -

B50 CONDITIONED ROOM PROJECT

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T001

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

E101 PARTIAL FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E102 PARTIAL EQUIPMENT LEVEL DEMOLITION PLAN

E201 PARTIAL FIRST FLOOR LIGHTING PLAN

E301 PARTIAL FIRST FLOOR POWER PLAN

E302 PARTIAL EQUIPMENT LEVEL POWER PLAN

E401 PARTIAL FIRST FLOOR SYSTEMS PLAN

GENERAL

T001 TITLE SHEET

T002 GENERAL INFORMATION

T003 LIFE SAFETY PLAN & CODE INFORMATION

STRUCTURAL

S001 STRUCTURAL NOTES

S201 FIRST FLOOR PLAN

S202 ROOF FRAMING PLAN

S800 STRUCTURAL DETAILS

ARCHITECTURAL

A001 PARTITION TYPES AND ROOM FINISH SCHEDULE

A002 DOOR & HARDWARE SCHEDULE, DOOR & FRAME TYPES AND DETAILS, AND

BORROWED LIGHT DETAILS

A101 PARTIAL LOWER LEVEL DEMOLITION PLAN

A201 PARTIAL LOWER LEVEL PLAN

A202 PARTIAL LOWER LEVEL PLAN - EQUIPMENT PLATFORM

A301 PARTIAL LOWER LEVEL REFLECTED CEILING PLAN

A610 ENLARGED PARTIAL PLANS AND SECTIONS

A901 INTERIOR DETAILS

MECHANICAL

M001 HVAC TITLE SHEET - SPECIFICATIONS

M101 FIRST FLOOR HVAC DEMOLITION PLAN

M102 EQUIPMENT PLATFORM HVAC DEMOLITION PLAN

M201 FIRST FLOOR HVAC PLAN

M202 EQUIPMENT PLATFORM HVAC PLAN

M501 MECHANICAL SECTIONS - ELEVATIONS

M701 MECHANICAL CONTROL DIAGRAMS

M901 MECHANICAL SCHEDULES

PROJECT LOCATION

MADISON, WI

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DETAIL REFERENCE

Detail Number

Sheet Number

SECTION REFERENCE

Section Number

Sheet Number

BUILDING SECTION REFERENCE

Building Section Number

Sheet Number

INTERIOR ELEVATION

Interior Elevation Number

Sheet Number

EXTERIOR ELEVATION

Exterior Elevation Number

Sheet Number

ROOM NAME/

ROOM NUMBER

PARTITION TYPE

SPECIFIC ELEVATION NOTE

SPECIFIC PLAN NOTE

CEILING HEIGHT

WINDOW/BORROWED LIGHT TYPE

VERTICAL ELEVATION

COLUMN GRID NUMBER

NEW DOOR

DEMO DOOR

REVISION

(Cloud Around Revision)

NAME

ELEVATION

ROOM NAME

RM ##

BL-#

EXISTING DOOR

SPECIFIC DEMOLITION NOTE#

PRECAST CONCRETE

CONCRETE MASONRY UNIT (SECTION)

BRICK (SECTION)

STEEL (SECTION)

RIGID INSULATION (SECTION)

EXTERIOR INSULATION AND FINISH SYSTEM (SECTION)

EXTERIOR INSULATION AND FINISH SYSTEM (ELEVATION)

PLYWOOD (SECTION)

GRANULAR FILL

STONE VENEER (ELEVATION)

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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TYP TYPICAL

UH UNIT HEATER

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VENT, VOLT, VALVE

VAC VACUUM

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VSF VINYL SHEET FLOORING

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST, WIDTH, WIDE, WATT, WASTE, WATER

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WM WIRE MESH

WP WATERPROOF, WEATHERPROOF

WR WATER RESISTANT, WATER RECEPTACLE

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

PC PLUMBING CONTRACTOR

PDO POWER DOOR OPERATOR

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PT PAINT

PTD PAPER TOWEL DISPENSER

PTD/R PAPER TOWEL DISPENSER / RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVT PAVER TILE

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RB RESILIENT BASE

RBC RESILIENT BASE COVED

RBS RESILIENT BASE STRAIGHT

RD ROOF DRAIN

REF REFERENCE, REFRIGERATOR

REFR REFRIGERATOR

REINF REINFORCED

REM REMOVE

REQ REQUIRED

REQD REQUIRED

RF RESINOUS FLOORING

RM ROOM, RATED METAL

RO ROUGH OPENING

RT RUBBER TILE

RUB RUBBER

RWD REDWOOD

S SOUTH, SINK, SUPPLY

S&V STAIN & VARNISH

SAB SOUND ATTENUATION BLANKET

SAN SANITARY

SB SOIL BORING

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCON SEALED CONCRETE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FOOT

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SNR SANITARY NAPKIN RECEPTACLE

SNV SANITARY NAPKIN VENDOR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STONE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD, THRESHOLD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPORARY, TEMPERATURE

TER TERRAZZO

THK THICK

TKBD TACK BOARD

TOB TOP OF BEAM

TOF TOP OF FOOTING

TOS TOP OF STEEL

TPD TOILET PAPER DISPENSER

TRANS TRANSPARENT

TV TELEVISION

TW TOP OF WALL

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HC HOLLOW CORE

HDWD HARDWOOD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HR HOUR

HSS HOLLOW STRUCTURAL STEEL

HT HEIGHT

HVAC HEATING, VENTILATION, & AIR CONDITIONING

HWD HARDWOOD

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

ITD IMPACT TRAFFIC DOOR

JAN JANITOR

JBE JOIST BEARING ELEVATION

JT JOINT

KIT KITCHEN

KO KNOCKOUT

KP KICK PLATE

KS KNEE SPACE

L LENGTH, ANGLE

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LWC LIGHT WEIGHT CONCRETE

MATL MATERIAL

MAX MAXIMUM

MB MOP BASIN

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE, MOP HOLDER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

ML&P METAL LATH & PLASTER

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MUL MULLION

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NON POTABLE WATER

NTS NOT TO SCALE

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OHCD OVERHEAD COILING DOOR

OHSD OVERHEAD SECTIONAL DOOR

OP OPERABLE PARTITION

OPG OPENING

OPNG OPENING

OPP OPPOSITE

OPP-H OPPOSITE HAND

PA PUBLIC ADDRESS

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DO OVER, DITTO

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DSD DUCT SMOKE DETECTOR

DT DRAIN TILE

DTL DETAIL

DWG DRAWING

DWL DOWEL

E EAST

EA EACH, EXHAUST AIR

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRIC PANEL, EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXP EXPANSION

EXPO EXPOSED

EXST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK, FLOOR BOX

FCTY FACTORY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTIINGUISHER CABINET

FF FINISH FLOOR

FFLR FITNESS FLOOR

FH FUME HOOD, FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FLUOR FLUORESCENT

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOS FACE OF STUD

FPRF FIREPROOFING

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT

FRZ FREEZER

FT FOOT, FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

FV FIELD VERIFY

G GAS

GA GAUGE

GALV GALANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GMGS GLASS MAT GYPSUM SHEATING

GND GROUND

GWB GYPSUM WALL BOARD

GYP GYPSUM

# POUND, NUMBER

& AND

< ANGLE

@ AT

A-100 A LABEL - 100 MINUTE FIRE RATING

B-90 B LABEL - 90 MINUTE FIRE RATING

C-45 C LABEL - 45 MINUTE FIRE RATING

D-20 D LABEL - 20 MINUTE FIRE RATING

Ø DIAMETER, ROUND, PHASE

AB ANCHOR BOLT

ABBR ABBREVIATION

ACOUS ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACR ACRYLIC, ACRYLIC MARKER BOARD

ADJ ADJUSTABLE, ADJACENT

AFF ABOVE FINISH FLOOR

AFS AIR FLOW STATION

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL, ARCHITECT

ASPH ASPHALT

AV AIR VALVE

BAF BAFFLES

BD BOARD

BHD BULKHEAD

BITUM BITUMINOUS

BL BORROWED LITE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BULLNOSE

BO BOTTOM OF

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSC BIO-SAFETY CABINET

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

BTW BETWEEN

BUR BUILT-UP ROOF

C CONVECTOR, CHANNEL

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH COAT HOOK

CHBD CHALKBOARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONJ CONSTRUCTION JOINT

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTROL

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CR CARD READER

CS CAST STONE

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSINK

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CYL CYLINDER

D DEPTH

DBA DECK BEARING ANGLE

ABBREVIATIONS MATERIAL LEGEND

SYMBOL LEGEND

N O

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C R

D A

B50-0065

B50-0070

B50-0080

B50-0075

B50-0105

B50-0100

B50-0085

B50-0095

B50-0110

B50-0125B50-0120B50-0115

B50-0130 B50-0135

B50-0145

B50-0140B50-SW-0003

B50-0155

B50-0150

B50-0160

B50-0165

B50-WMN-0001

B50-MEN-0001

B50-0005B50-ELV-0001

B50-SW-0001

B50-0010

B50-0015

B50-0025

B50-0020

B -0

B50-SW-0002

B50-C-0005

B50-C-0004

B -C -0

B50-C-0001

B50-C-0003

B50-0035

B50-0055

B50-0040

B50-0045

B50-0050

B50-J-0001

B50-CH-0001

B -C H -0

B -S T -0

CODE INFORMATION

CLASSIFICATION OF WORK: (IEBC 2015 Sections 503, 504, 505) Level 2 Alteration Project Area 2,100 sq. ft.

BUILDING AREA:

NO CHANGES TO BUILDING AREA AS A PART OF THIS WORK

Lower Level Area 67,428 gross sq. ft.

Upper Level Area 20,844 gross sq. ft.

Building Total 88,272 gross sq. ft.

BUILDING HEIGHT:

NO CHANGES TO BUILDING HEIGHT AS A PART OF THIS WORK

Two stories above grade plane.

49’-0” to highest point of roof.

USE AND OCCUPANCY CLASSIFICATION: (IBC 2015 Chapter 3)

NO CHANGES TO USE AND OCCUPANCY AS A PART OF THIS WORK

Table 302.3.2 Required Separation of Occupancies:

B/F2 - 1 Hour* B/A3 - 1 Hour* B/H4 - 1 Hour F2/H3 - 1 Hour F2/A3 - 1 Hour* H4/S1 - 1 Hour B/S1 - 2 Hours* F2/S1 - 2 Hours*

*302.3.2 Separated Uses - Where the building is equipped throughout with an automatic sprinkler system the fire-resistance rating in the table shall be reduced by 1 hour but to not less than 1 hour and to not less than that required for floor construction according to the type of construction.

303.1 Type A (Assembly) - Conferece Room

304.1 Type B (Business) - Wet Laboraties and Office

306.3 Type F2 (Factory Industrial) Low-Hazard - Composites, EML, Wood Preservation, Wood Shop, Durability

307.5 Type H3 (High Hazard) Combustable Fibers - Breakdown Area

307.6 Type H4 (High Hazard) Corrosives, Toxics - Wood Preservation

311.2 Type S1 (Moderate Hazard Storage) - Lumber Storage

TYPE OF CONSTRUCTION: (IBC 2015 Chapter 6)

NO CHANGES TO CONSTRUCTION TYPES AS A PART OF THIS WORK

Types IIIB and IV

MEANS OF EGRESS: (IBC 2015 Chapter 10)

NO CHANGES TO EGRESS COMPONENTS AS A PART OF THIS WORK

Table 1004.2 Max Floor Area Allowances per Occupant.

Lower Level (Industrial occupancy) 53,055 sf / 100 sf per = 530 Lower Level (Warehouse occupancy) 14,373 sf / 500 sf per = 29 Total Lower Level Occupant Load = 559 occupants

Upper Level (Business occupancy) 19,527 sf / 100 sf per = 195 Upper Level (Assembly - Conference) 966 sf / 15 sf per = 65 Total Upper Level Occupant Load = 240 occupants

Table 1005.1 Egress Width per Occupant Served Required Egress from Lower Level 559 x 0.2 inches = 111.8 inches Provided Egress from Lower Level = 363.0 inches

Required Egress from Upper Level 240 x 0.2 inches = 48.0 inches Provided Egress from Upper Level = 132.0 inches

FIRE SPRINKLER SYSTEM:

RECONFIGURE EXISTING FIRE SPRINKLER SYSTEM IN ROOMS, TEST LAB (B50-0080) AND ANTE

ROOM (B50-0081), AND EXTEND THE SYSTEM INTO ADDITION TO THESE CONCRETE CAPPED

ROOMS. NO CHANGES TO BALANCE OF BUILDING.

Fully sprinklered per NFPA 13

LIFE SAFETY PLAN NOTES

LIFE SAFETY PLAN LEGEND

1. ALL DOOR OPENINGS ARE 3'-0"-WIDE MIN. U.N.O.

2. SEE SITE PLAN FOR ACCESSIBLE ROUTE TO ACCESSIBLE PARKING

STALLS.

FIRE EXTINGUISHER AND CABINET

EGRESS DIRECTION

60" Ø WHEELCHAIR TURNING SPACE

1 HOUR RATED FIRE PARTITION

2 HOUR RATED FIRE PARTITION

3 HOUR RATED FIRE PARTITION

FEC

FIRE EXTINGUISHER AND BRACKET

FEB

EXIT33"

E X

EXIT 33"

F2 H3

F E

C F

E C

F E

FEB

FEB FEB

FEB

ACCESSIBLE

TOILET ROOMS

PROJECT

AREA

ANTE ROOM

B50-0081

TESTING LAB

B50-0080

SPECIMEN CONDITIONING

B50-0075

UNCONDITIONED STORAGE

B50-0100

COMP COLD ROOM

B50-0105

RECEIVING AREA

B50-0070

EML TESTING LAB

B50-0065

CONDITIONED STORAGE

B50-0095

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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GENERAL LIFE SAFETY PLAN NOTES

1 ALL DOOR OPENINGS ARE 3' - 0" WIDE UNLESS NOTED

OTHERWISE.

2 SEE SITE PLAN FOR ACCESSIBLE ROUTE TO ACCESSIBLE

PARKING STALLS.

SCALE: 1/16" = 1'-0"T003

1 LIFE SAFETY PLAN - LOWER LEVEL

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NOTE:

INFORMATION PERTAINING TO EXISTING CONDITIONS GIVEN

ON THESE STRUCTURAL DRAWINGS REPRESENTS TO THE

BEST OF OUR KNOWLEDGE THE ACTUAL EXISTING FIELD

CONDITIONS. OTIE MAKES NO WARRANTY AS TO THEIR

ACCURACY. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS IMPERATIVE TO THE NEW WORK. REPORT

DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD

CONDITIONS TO THE A/E FOR REVIEW. ANY WORK

PERFORMED PRIOR TO RESOLUTION OF DISCREPANCIES BY

THE A/E IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO

ADDITIONAL COST TO THE CONTRACT.

STRUCTURAL STEEL LEGEND

BEAM DESIGNATION

TOP OF STEEL ELEVATION

W x

")C

INDICATES BEAM-TO-COLUMN

MOMENT CONNECTION

COLUMN MARK (SEE

COLUMN SCHEDULE)

INDICATES BEAM FRAMING

OVER TUBE COLUMN

INDICATES BEAM FRAMING

OVER WF COLUMN

INDICATES BEAM FRAMING

INTO SIDE OF COLUMN

INDICATES LOCATION OF

BEAM SPLICE

INDICATES EXISTING BEAM

FRAMING INTO SIDE OF NEW BEAM

INDICATES BEAM FRAMING

INTO SIDE OF BEAM

INDICATES BEAM FRAMING

OVER BEAM

INDICATES MOMENT CONNECTION

ACROSS BEAMS IN SAME

HORIZONTAL PLANE

STUD QUANTITY

AB ANCHOR BOLT (ROD)

AHU AIR HANDLING UNIT

ALT ALTERNATE

ARCH ARCHITECTURAL

BLDG BUILDING

BRG BEARING

BP(##) BASE PLATE CALL-OUT

CF COLD-FORMED

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR (DISTANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DBA DEFORMED BAR ANCHOR

DEMO DEMOLITION / DEMOLISH

DIA DIAMETER

DWG DRAWING

EOD EDGE OF DECK

EOS EDGE OF SLAB

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EQ EQUAL

EW EACH WAY

EWEF EACH WAY EACH FACE

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FD FLOOR DRAIN

FLR FLOOR

FV FIELD VERIFY

F(##) FOOTING CALL-OUT

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GLULAM GLUE-LAMINATED BEAM(S)

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HWS HEADED WELDED STUD(S)

IF INSIDE FACE

INT INTERIOR

JBE JOIST BEARING ELEVATION

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSL LAMINATED STRAND LUMBER

LTWT LIGHTWEIGHT

LVL LAMINATED VENEER LUMBER

LW LONG WAY

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NA NOT APPLICABLE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

PC PRECAST / PRESTRESSED

PCI POUNDS PER CUBIC INCH

PDF POUNDS PER CUBIC FOOT

PL PLATE

PLF POUNDS PER LINEAR FOOT

PROJ PROJECTION

PSF POUNDS PER CUBIC FOOT

PSI POUNDS PER SQUARE INCH

PT PRE (POST) -TENSIONED

P(#) ` PIER CALL-OUT

RD ROOF DRAIN

REINF REINFORC(ED)(ING)

RTU ROOF TOP UNIT

SIM SIMILAR

SOG SLAB-ON-GRADE

SPA SPAC(ES)(ED)(ING)

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

SW SHORT WAY

TL TOP OF LEDGE

TP TOP OF PIER

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

ABBREVIATION LIST

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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5100 Eastpark Blvd, Suite 300, Madison, Wisconsin 53718

Office 608.243.6470 Fax 608.241.3914

Job Number 2019xxx

Contractors are responsible for the means, methods, techniques, sequences and procedures of construction including, but not limited to, temporary supports, shoring, forming to support imposed loads and other similar items.

www.otie.com

8/6/2019 2:09:48 PM

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S001

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1211.81110.510

8'-6" 8'-0" 11'-4" 7'-2"

EXISTING 8" CONCRETE

SLAB ON GRADE

EXISTING CMU WALLS

EXISTING PRECAST WALLS4

S800

TYP AT

NEW

WALL

6'-3 11/16" 8'-4" 5'-8 5/16"

20'-4"

CUT OUT EXTG FLOOR SLAB AS

REQUIRED TO CUT DOWN EXTG

FOUNDATION AND REMOVE

CMU WALL. PATCH FLOOR AS

SHOWN IN DETAIL

S800

REBUILT CMU WALL

SEE S800 FOR TYPICAL DETAILS AND S001 FOR DESIGN CRITERIA.1.

FIRST FLOOR PLAN NOTES:

NOTE:

INFORMATION PERTAINING TO EXISTING CONDITIONS GIVEN

ON THESE STRUCTURAL DRAWINGS REPRESENTS TO THE

BEST OF OUR KNOWLEDGE THE ACTUAL EXISTING FIELD

CONDITIONS. OTIE MAKES NO WARRANTY AS TO THEIR

ACCURACY. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS IMPERATIVE TO THE NEW WORK. REPORT

DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD

CONDITIONS TO THE A/E FOR REVIEW. ANY WORK

PERFORMED PRIOR TO RESOLUTION OF DISCREPANCIES BY

THE A/E IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO

ADDITIONAL COST TO THE CONTRACT.

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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5100 Eastpark Blvd, Suite 300, Madison, Wisconsin 53718

Office 608.243.6470 Fax 608.241.3914

Job Number 2019xxx

www.otie.com

8/7/2019 9:11:23 AM

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S201

SCALE: 1/4" = 1'-0"1

FIRST FLOOR

0 6'4'1' 2'

N O

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NOTE 2

1211.81110.510

8'-6" 8'-0" 11'-4" 7'-2"

(9) SPA AT 2'-0" = 18'-0" 1'-4" ±4 3/8"

W12x35 BELOW

L x x /4

S800

EXISTING PRECAST WALL PANELS

USE LT GA DECK CLOSURE (OR L3x3x1/4)

TO FACE OF EXISTING PRECAST WALL PANEL.

DO NOT FASTEN TO WALL PANEL.

111'-9 1/2"

REINFORCE ALL NEW CMU WALLS

WITH #5 VERT AT 32" MAX OC

S800

END

JBE = 111' - 4"

SEE S800 FOR TYPICAL DETAILS AND S001 FOR DESIGN CRITERIA.

3" CONCRETE SLAB ON 9/16", 22 GA GALVANIZED FORM DECK (2 1/2" COVER).

REINFORCE WITH WWF6x6-W2.1xW2.1.

L1 = 8" WIDE x 24" HIGH BOND BEAM LINTEL WITH (2) #5 CONTINUOUS BOTTOM.

MINIMUM 8" BEARING EACH END WITH #5 VERTICAL IN GROUTED CELL AT JAMB

(FULL HEIGHT).

ROOF PLAN NOTES:

NOTE:

INFORMATION PERTAINING TO EXISTING CONDITIONS GIVEN

ON THESE STRUCTURAL DRAWINGS REPRESENTS TO THE

BEST OF OUR KNOWLEDGE THE ACTUAL EXISTING FIELD

CONDITIONS. OTIE MAKES NO WARRANTY AS TO THEIR

ACCURACY. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS IMPERATIVE TO THE NEW WORK. REPORT

DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD

CONDITIONS TO THE A/E FOR REVIEW. ANY WORK

PERFORMED PRIOR TO RESOLUTION OF DISCREPANCIES BY

THE A/E IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO

ADDITIONAL COST TO THE CONTRACT.

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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5100 Eastpark Blvd, Suite 300, Madison, Wisconsin 53718

Office 608.243.6470 Fax 608.241.3914

Job Number 2019xxx

www.otie.com

8/6/2019 2:09:53 PM

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S202

SCALE: 1/4" = 1'-0"1

SECOND FLOOR

0 6'4'1' 2'

N O

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C R

D A

NOTE:

INFORMATION PERTAINING TO EXISTING CONDITIONS GIVEN

ON THESE STRUCTURAL DRAWINGS REPRESENTS TO THE

BEST OF OUR KNOWLEDGE THE ACTUAL EXISTING FIELD

CONDITIONS. OTIE MAKES NO WARRANTY AS TO THEIR

ACCURACY. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS IMPERATIVE TO THE NEW WORK. REPORT

DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD

CONDITIONS TO THE A/E FOR REVIEW. ANY WORK

PERFORMED PRIOR TO RESOLUTION OF DISCREPANCIES BY

THE A/E IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO

ADDITIONAL COST TO THE CONTRACT.

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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5100 Eastpark Blvd, Suite 300, Madison, Wisconsin 53718

Office 608.243.6470 Fax 608.241.3914

Job Number 2019xxx

www.otie.com

8/7/2019 9:11:28 AM

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S800

SCALE: 3/4" = 1'-0"1

NEW CAP BEARING AT EXTG

SCALE: 3/4" = 1'-0"2

JOIST BRG AT WALL

SCALE: 3/4" = 1'-0"3

DECK/SLAB BRG AT WALL

SCALE: 3/4" = 1'-0"4

WALL BASE DETAIL

SCALE: 3/4" = 1'-0"5

BEAM BEARING AT

EXISTING MASONRY

SCALE: 3/4" = 1'-0"6

SLAB REMOVE/PATCH AT

EXISTING FOUNDATION

N O

E S

C R

D A

8" CMU

M58

STC: 45

UNDERSIDE OF STRUCTURAL

DECK - PROVIDE FOR

DEFLECTION

FILL FLUTES OF MTL DECK W/

BATT INSULATION (TYP). APPLY

SEALANT, BOTH SIDES.

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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8/6/2019 12:32:32 PM

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A001

INTERIOR FINISHES SCHEDULE

ABBR DESCRIPTION MANUFACTURER PATTERN COLOR NUMBER SIZE REMARKS

09 91 00 PAINTING

PT-1 PAINT MATCH EXISTING

ROOM FINISH SCHEDULE

NO. NAME

FINISHES CEILING

REMARKSFLOOR NORTH SOUTH EAST WEST TYPE

B50-0065 EML TESTING LAB EXISTING SC PT-1 n/a PT-1 n/a ES 2

B50-0075 SPECIMEN CONDITIONING EXISTING SC PT-1 PT-1 PT-1 PT-1 ES

B50-0080 TESTING LAB EXISTING SC PT-1 PT-1 PT-1 PT-1 ES 1

B50-0081 ANTE ROOM EXISTING SC ETR PT-1 PT-1 PT-1 ES

ROOM FINISH SCHEDULE GENERAL NOTES

1 PAINT HM DOORS AND FRAMES PT-1

ROOM FINISH SCHEDULE LEGEND

EC EXPOSED CONCRETE

ES EXPOSED STRUCTURE

ETR EXISTING TO REMAIN

PT PAINT

SC SEALED CONCRETE

ROOM FINISH SCHEDULE REMARKS

1. FINISH OF CONCRETE SLAB INFILL TO MATCH SEALED

FINISHED OF ADJACENT CONCRETE.

2. PAINT NEW AND EXISTING WALL

SCALE: 1" = 1'-0"A001

1 PARTITION TYPES

N O

E S

C R

D A

SEE SCHEDULE

S E

E S

C H

E D

U L E

FR00

BOND BEAM LINTEL -

SEE STRUCTURAL DRAWINGS

SEALANT - BOTH SIDES

FRAME BEYOND

DOOR AS SCHEDULED

SEE PLAN

SEAL

5 3/4"

1/2"

CMU

MASONRY WALL ANCHOR

(3 PER JAMB)

CMU, WITH BULLNOSE

SEALANT (BOTH SIDES)

SEE PLAN

HM FRAME

GROUTED SOLID

DOOR AS SCHEDULED

SEAL

S E

E S

C H

E D

U L E

7"4"

SEE SCHEDULE

11' - 0"

EQ EQ EQ

HOLLOW METAL FRAME

SEALANT - BOTH SIDES

SEE PLAN

MASONRY WALL ANCHOR (3 PER

JAMB)

CMU, WITH BULLNOSE

HOLLOW METAL FRAME

BORROWED LIGHT GLASS

INTERMEDIATE LIGHT JAMB

BORROWED LIGHT JAMB

BORROWED LIGHT GLASS

GLASS STOP, SECURE

SIDE OF ROOM

GLASS STOP, SECURE

SIDE OF ROOM

HOLLOW METAL FRAME

SEALANT - BOTH SIDES

SEE PLAN

BOND BEAM LINTEL -

SEE STRUCTURAL DWGS.

BORROWED LIGHT GLASS

GLASS STOP, SECURE

SIDE OF ROOM

CMU

HOLLOW METAL FRAME

SEALANT - BOTH SIDES

SEE PLAN

CMU, WITH BULLNOSE

BORROWED LIGHT GLASS

GLASS STOP, SECURE

SIDE OF ROOM

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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8/6/2019 1:48:34 PM

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A002

DOOR/FRAME/HARDWARE SCHEDULE GENERAL NOTES

1 DEVICE ABBREVIATION IN SCHEDULE ARE KEYED TO

SPECIFICATION SECTIONS 08 41 13 OR 08 707 00.

2 FIRE RATING IS FOR DOOR & FRAME ASSEMBLY AND

HARDWARE.

3 SEE SPECIFICATION SECTION 08 80 00 FOR GLASS TYPES.

4 REFER TO FLOOR PLAN FOR DIRECTION OF DOOR SWINGS

AND ORIENTATION OF SIDELIGHTS.

DOOR/FRAME/HARDWARE SCHEDULE LEGEND

AL ALUMINUM

CR CARD ACCESS

DPS DOOR POSITION SWITCH

G# GLASS TYPE NUMBER, SEE SPEC.

HDW HARDWARE

HM HOLLOW METAL

PDO POWER DOOR OPERATOR

PT PAINT

SCW SOLID CORE WOOD

SS STAINLESS STEEL

TRANS TRANSPARENT

DOOR/FRAME/HARDWARE SCHEDULE REMARKS

1. INSTALL SEALS AND DOOR SWEEP ON EXISTING

DOOR AND FRAME

2. PROVIDE POWER DOOR OPERATOR

3 RE-USE SALVAGED POWER DOOR OPERATOR

4 INCLUDE SEALS AND DOOR SWEEP

5. PROVIDE LATCHSET LESS OUTSIDE PULL.

SCALE: 3/8" = 1'-0"A002

2 FRAME TYPES

DOOR/FRAME/HARDWARE SCHEDULE - SWING

NUMBER

LEAF FRAME DETAILS

FIRE

RATING

HARDWARE

REMARKS

LEAF A

TYPE

LEAF A

WIDTH

LEAF B

TYPE

LEAF B

WIDTH MATERIAL FINISH HEIGHT TYPE MATERIAL FINISH HEAD JAMB SILL

HINGE/

PIVOT

LOCK

SET CLOSER STOP BOLTS

PROT

PLATE SEALS

0075a N5 4' - 0" N5 4' - 0" HM PT-1 7' - 0" FR00 HM PT-1 4/A002 6/A002 45 LS3 1

0075b N5 4' - 0" N5 4' - 0" HM PT-1 7' - 0" FR00 HM PT-1 4/A002 6/A002 - LS3 1, 3

0080 N5 4' - 0" N5 4' - 0" HM PT-1 8' - 4" FR00 HM PT-1 4/A002 6/A002 - H3 L1 S2 FB1 LS2 4, 5

0081a N5 3' - 0" N5 3' - 0" HM PT-1 7' - 0" FR00 HM PT-1 4/A002 6/A002 45 LS3 1, 2

0081b N5 3' - 0" HM PT-1 7' - 0" FR00 HM PT-1 4/A002 6/A002 - H1 L1 S2 K1 2, 4

0081c N5 3' - 0" HM PT-1 7' - 0" FR00 HM PT-1 4/A002 6/A002 - H1 L1 S2 K1 LS1 2, 4

0095 N5 3' - 0" ETR 7' - 0" FR00 ETR - 2

SCALE: 3" = 1'-0"A002

3 HEAD DETAIL

SCALE: 3" = 1'-0"A002

5 JAMB DETAIL

SCALE: 3/8" = 1'-0"A002

1 DOOR TYPES

SCALE: 3/8" = 1'-0"A002

7 BORROWED LIGHT ELEVATION

SCALE: 3" = 1'-0"A002

8 HM BORROWED LIGHT JAMB AT CMU WALL

SCALE: 3" = 1'-0"A002

9 HM BORROWED LIGHT HEAD AT CMU WALL

SCALE: 3" = 1'-0"A002

10 HM BORROWED LIGHT SILL AT CMU WALL

N O

E S

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D A

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SCALE: 3" = 1'-0"A002

4 NOT USED

SCALE: 3" = 1'-0"A002

6 NOT USED

10 10.5 11 11.8

F.1

14' - 4"

A101

SEE SECTION 2/A101

5' - 11 5/8"

1' - 11 5/8"

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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A101

GENERAL DEMOLITION PLAN NOTES

1 MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN

THE BUILDING. COORDINATE DISRUPTIONS IN SERVICE WITH

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE.

2 PROTECT IN PLACE DURING ENTIRE CONSTRUCTION PROCESS:

ALL FLOORING, SURFACES AND ITEMS TO REMAIN.

3 COORDINATE THE AVAILABILITY OF AREAS REQUIRING

DEMOLITION WITH OWNER. SEQUENCE WORK ACCORDINGLY

AND COORDINATE W/ ALL TRADES.

4 EXISTING CONSTRUCTION TO REMAIN IS SHOWN SCREENED.

CONSTRUCTION AND EQUIPMENT TO BE REMOVED IS SHOWN

WITH DASHED LINES.

5 PATCH, PREPARE, REPAIR AND / OR RESTORE SURFACES

SCHEDULED TO REMAIN INTACT THAT ARE DAMAGED AS A

RESULT OF DEMOLITION WORK.

6 G.C. IS ENCOURAGED TO VISIT THE SITE PRIOR TO SUBMITTING

A BID TO BECOME FAMILIAR WITH EXISTING CONDITIONS.

7 DEMOLITION PLANS ARE NOT NECESSARILY INCLUSIVE OF ALL

ITEMS NEEDING REMOVAL. COORDINATE WITH ALL OTHER

DRAWINGS AND FIELD VERIFY EXISTING CONDITIONS.

8 COORDINATE DEMOLITION DIMENSIONS ON THIS PLAN WITH

NEW WORK PLANS AND EXISTING CONDITIONS.

9 REFER TO HVAC, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION AND

MODIFICATIONS REQUIRED FOR HVAC, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION SYSTEMS.

10 DEMOLITION PLANS ARE NOT NECESSARILY INCLUSIVE OF ALL

ITEMS NEEDING REMOVAL. COORDINATE WITH ALL OTHER

DRAWINGS AND FIELD VERIFY EXISTING CONDITIONS.

SPECIFIC DEMOLITION PLAN NOTES

1 REMOVE CMU WALL TO EXTENT SHOWN. LEAVE BOTTOM 3

COURSES OF WALL TO PRESERVE ELECTRICAL JUNCTION

BOX, (SEE ELEVATION 2/A101). GC TO SUPPORT TOP COURSE

OF CMU UNTIL STEEL BEAM IS PLACED.

2 REMOVE DOOR AND FRAME.

3 REMOVE BORROWED LIGHT GLAZING AND HM FRAME TO

EXTENT SHOWN.

4 REMOVE WALL TO EXTENT SHOWN FOR NEW HM DOOR AND

FRAME.

5 REMOVE FIRE EXTINGUISHER AND BRACKET, SAVE FOR

REUSE.

6 REMOVE MECHANICAL DUCT, SEE MECHANICAL DWGS.

7 REMOVE POWER DOOR OPERATOR FOR THIS LEAF ONLY.

SALVAGE FOR RE-USE.

8 REMOVE CONCRETE SLAB TO EXTENT SHOWN. REMOVE THE

TOP 12" OF CONCRETE FOUNDATION WALL BELOW, AND TRIM

ANY EXISTING DOWELS THAT EXTEND ABOVE THE FLOOR.

SCALE: 1/4" = 1'-0"A101

1 PARTIAL LOWER LEVEL DEMOLITION PLAN

SCALE: 1/4" = 1'-0"A101

2 PARTIAL WALL DEMOLITION - ELEVATION

N O

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C R

D A

F.1

A610

B50-0081

ANTE ROOM

B50-0080

TESTING LAB

B50-0075

SPECIMEN CONDITIONING

B50-0105

COMP COLD ROOM

B50-0100

UNCONDITIONED

STORAGE

B50-0065

EML TESTING LAB

B50-0070

RECEIVING AREA

0081c 0081a b

0075a

0075b

E Q

M58

ALIGN WALL

ALIGN

A610

5 4

E Q

" 11

M58

1' - 4"

B50-0095

CONDITIONED STORAGE

A901

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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A201

GENERAL FLOOR PLAN NOTES

1 ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE

WORK OF THE CONTRACT DOCUMENTS. CAREFULLY STUDY

AND COMPARE ALL DRAWINGS DURING THE BIDDING PERIOD

AND BEFORE INSTALLATION OF WORK. PROMPTLY REPORT

INCONSISTENCIES IN THE DRAWINGS TO THE CONTRACTING

OFFICER FOR CLARIFICATION.

2 DO NOT SCALE DRAWINGS. THE DRAWINGS ARE NOT

NECESSARILY TO SCALE - USE GIVEN DIMENSIONS. VERIFY ALL

CONDITIONS AND DIMENSIONS AT THE PROJECT SITE PRIOR TO

THE START OF CONSTRUCTION. ANY INCONSISTENCIES

DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED

PROMPTLY TO THE CONTRACTING OFFICER FOR

CLARIFICATION BEFORE COMMENCING THE WORK.

DIMENSIONS ARE GIVEN FROM FACE TO FACE OF WALLS. SEE

WALL SECTIONS AND PARTITION TYPES FOR EXACT

CONSTRUCTION DETAILS.

3 WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT

CANNOT BE DETERMINED FROM DOCUMENTS CONSULT THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH WORK.

4 PATCH, PREPARE AND / OR RESTORE WORK SCHEDULED TO

REMAIN THAT IS DAMAGED AS A RESULT OF DEMOLITION

WORK. RESTORATION AND PATCHING WORK SHALL BE DONE

IN A MANNER THAT MAINTAINS FIRE RATING OF RATED

BUILDING COMPONENTS.

5 PROTECT WORK IN PLACE DURING CONSTRUCTION

6 COORDINATE THE AVAILABILITY OF AREAS REQUIRING WORK

WITH THE CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE.

7 REFER TO HVAC, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK AND

MODIFICATIONS REQUIRED FOR HVAC, ELECTRICAL, PLUMBING

AND FIRE PROTECTION SYSTEMS.

8 VERIFY LOCATION OF FIRE EXTINGUISHERS WITH THE

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE PRIOR

TO INSTALLATION.

SPECIFIC FLOOR PLAN NOTES

1 FILL-IN OPENING IN WALL TO MATCH ADJACENT MATERIAL

AND FINISH.

2 EXISTING WALL

3 EXISTING HM DOOR AND FRAME

4 PROVIDE SEALS AND SWEEP TO EXISTING HM DOOR AND

FRAME.

5 PROVIDE HM DOOR AND FRAME, INCLUDE SEALS AND SWEEP.

6 RELOCATE EXISTING FIRE EXTINGUISHER AND BRACKET.

7 AIR SEAL CONCRETE CAP DECK TO WALL AND WALL

PENETRATIONS IN ROOM.

8 EXISTING CONCRETE CAP ON METAL DECK ON BAR JOIST

9 PROVIDE CONCRETE CAP, ON METAL DECK, ON BAR JOIST.

REFER TO STRUCTURAL DWGS.

10 PROVIDE BORROWED LIGHT, SEE ELEVATION 7/A002

11 EXISTING GLULAM COLUMN

12 TOOTH IN 8" CMU TO EXISTING WALL

13 PROVIDE 8" CMU WALL

14 PROVIDE 8" CMU ENDCAP

15 PROVIDE (2X) WOOD CAP

16 3" CMU SOLID (TOP COURSE ONLY)

17 RE-USE SALVAGED POWER DOOR OPERATOR ON THIS LEAF

ONLY.

18 PROVIDE CONCRETE SLAB INFILL IN THIS AREA, (SEE DETAIL

5/A901 AND STRUCTURAL DWGS.). STEEL TROWEL FINISH.

PREP CONCRETE FLOOR FOR SEALING. MATCH EXISTING

ADJACENT SEALED CONCRETE.

SCALE: 1/4" = 1'-0"A201

1 PARTIAL LOWER LEVEL PLAN

N O

E S

C R

D A

F.1

A610

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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8/6/2019 12:32:35 PM

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A202

SCALE: 1/4" = 1'-0"A202

1 PARTIAL LOWER LEVEL PLAN - EQUIPMENT PLATFORM

GENERAL FLOOR PLAN NOTES

1 ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE

WORK OF THE CONTRACT DOCUMENTS. CAREFULLY STUDY

AND COMPARE ALL DRAWINGS DURING THE BIDDING PERIOD

AND BEFORE INSTALLATION OF WORK. PROMPTLY REPORT

INCONSISTENCIES IN THE DRAWINGS TO THE CONTRACTING

OFFICER FOR CLARIFICATION.

2 DO NOT SCALE DRAWINGS. THE DRAWINGS ARE NOT

NECESSARILY TO SCALE - USE GIVEN DIMENSIONS. VERIFY ALL

CONDITIONS AND DIMENSIONS AT THE PROJECT SITE PRIOR TO

THE START OF CONSTRUCTION. ANY INCONSISTENCIES

DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED

PROMPTLY TO THE CONTRACTING OFFICER FOR

CLARIFICATION BEFORE COMMENCING THE WORK.

DIMENSIONS ARE GIVEN FROM FACE TO FACE OF WALLS. SEE

WALL SECTIONS AND PARTITION TYPES FOR EXACT

CONSTRUCTION DETAILS.

3 WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT

CANNOT BE DETERMINED FROM DOCUMENTS CONSULT THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH WORK.

4 PATCH, PREPARE AND / OR RESTORE WORK SCHEDULED TO

REMAIN THAT IS DAMAGED AS A RESULT OF DEMOLITION

WORK. RESTORATION AND PATCHING WORK SHALL BE DONE

IN A MANNER THAT MAINTAINS FIRE RATING OF RATED

BUILDING COMPONENTS.

5 PROTECT WORK IN PLACE DURING CONSTRUCTION

6 COORDINATE THE AVAILABILITY OF AREAS REQUIRING WORK

WITH THE CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE.

7 REFER TO HVAC, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK AND

MODIFICATIONS REQUIRED FOR HVAC, ELECTRICAL, PLUMBING

AND FIRE PROTECTION SYSTEMS.

8 VERIFY LOCATION OF FIRE EXTINGUISHERS WITH THE

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE PRIOR

TO INSTALLATION.

SPECIFIC FLOOR PLAN NOTES

1 FILL-IN OPENING IN WALL TO MATCH ADJACENT MATERIAL

AND FINISH.

2 EXISTING WALL

3 EXISTING HM DOOR AND FRAME

4 PROVIDE SEALS AND SWEEP TO EXISTING HM DOOR AND

FRAME.

5 PROVIDE HM DOOR AND FRAME, INCLUDE SEALS AND SWEEP.

6 RELOCATE EXISTING FIRE EXTINGUISHER AND BRACKET.

7 AIR SEAL CONCRETE CAP DECK TO WALL AND WALL

PENETRATIONS IN ROOM.

8 EXISTING CONCRETE CAP ON METAL DECK ON BAR JOIST

9 PROVIDE CONCRETE CAP, ON METAL DECK, ON BAR JOIST.

REFER TO STRUCTURAL DWGS.

10 PROVIDE BORROWED LIGHT, SEE ELEVATION 7/A002

11 EXISTING GLULAM COLUMN

12 TOOTH IN 8" CMU TO EXISTING WALL

13 PROVIDE 8" CMU WALL

14 PROVIDE 8" CMU ENDCAP

15 PROVIDE (2X) WOOD CAP

16 3" CMU SOLID (TOP COURSE ONLY)

17 RE-USE SALVAGED POWER DOOR OPERATOR ON THIS LEAF

ONLY.

18 PROVIDE CONCRETE SLAB INFILL IN THIS AREA, (SEE DETAIL

5/A901 AND STRUCTURAL DWGS.). STEEL TROWEL FINISH.

PREP CONCRETE FLOOR FOR SEALING. MATCH EXISTING

ADJACENT SEALED CONCRETE.

N O

E S

C R

D A

F.1

A610

2 3

A610

B50-0081

ANTE ROOM

B50-0080

TESTING LAB

B50-0105

COMP COLD ROOM

B50-0075

SPECIMEN CONDITIONING

B50-0070

RECEIVING AREA

B50-0065

EML TESTING LAB

B50-0100

UNCONDITIONED

STORAGE

B50-0095

CONDITIONED STORAGE

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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A301

GENERAL CEILING PLAN NOTES

1 REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL

INFORMATION.

2 MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES SHOWN

FOR COORDINATION ONLY. REFER TO M.E.P. DRAWINGS FOR

ADDITIONAL INFORMATION.

3 EXTEND AND/OR RELOCATE SPRINKLER PIPING AND/OR HEADS

TO AVOID NEW LIGHT FIXTURE.

SPECIFIC REFLECTED CEILING PLAN NOTES

1 EXISTING BAR JOISTS

2 PROVIDE BAR JOISTS. REFER TO STRUCTURAL DWGS.

3 AIR SEAL CONCRETE CAP DECK TO WALL AND CAP

PENETRATIONS IN ROOM.

4 LIGHT FIXTURE, TYP. SEE ELECTRICAL DWGS.

SCALE: 1/4" = 1'-0"A301

2 PARTIAL LOWER LEVEL REFLECTED CEILING PLAN

N O

E S

C R

D A

LOWER LEVEL

100' - 0"

EXISTING CONCRETE

CAP AND CMU WALL.

A610

B50-0075

SPECIMEN CONDITIONING

EXISTING CONCRETE

WALL.

110' - 0"

EXISTING

CONCRETE SLAB

LOWER LEVEL

100' - 0"

10.5 11 11.8

B50-0080

TESTING LAB

EXISTING CONCRETE CAP

CMU FILL-IN

7'-0" x 3'-0" HM DOOR

AND FRAME

EXISTING CONCRETE

WALL.

EXISTING CMU WALL

A610

110' - 0"

EXISTING

CONCRETE SLAB

LOWER LEVEL

100' - 0"

10.5 11 11.8

8" CMU WALL

3" CONCRETE CAP, METAL

DECK ON BAR JOISTS

(MATCH EXISTING)

B50-0080

TESTING LAB

EXISTING CONCRETE WALL

OPENING

BEYOND

A610

STEEL BEAM,

SEE STRUCTURAL DWGS.

PROVIDE

BORROWED LIGHT1

BAR JOIST,

SEE STRUCTURAL DWGS.

A901

A002

SIM / REV

A002

1" RADIUS

BULLNOSE

CMU ENDCAPS

2X WOOD CAP

1" RADIUS

BULLNOSE

CMU

1" RADIUS

BULLNOSE

CMU

111' - 9 1/2"

EXISTING

CONCRETE SLAB

LOWER LEVEL

100' - 0"

10.5 11 11.8

EXISTING CONCRETE

CAP AND CMU WALL.

B50-0081

ANTE ROOM

CMU IN-FILL

EXISTING

CMU WALL

A610

A002

SIM / REV

110' - 0"

EXISTING

CONCRETE SLAB

LOWER LEVEL

100' - 0"

J H G F.1 F

A610

STEEL BEAM, SEE

STRUCTURAL DWGS.

PROVIDE

BORROWED LIGHT

EXISTING

BORROWED LIGHT

EXISTING

CONCRETE CAP

CONCRETE CAP,

SEE STRUCTURAL DWGS

A901

A002

B50-0080

TESTING LAB

B50-0081

ANTE ROOM

EXISTING GLULAM

COLUMN BEYOND

111' - 9 1/2"

EXISTING CONCRETE WALL

110' - 0"

A901

EXISTING

CONCRETE SLAB

CONCRETE SLAB INFILL

EXISTING CONCRETE FOUNDATION

WALL AND FOOTINGS

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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A610

SCALE: 1/4" = 1'-0"A610

1 SECTION AT SPECIMEN CONDITIONING

SCALE: 1/4" = 1'-0"A610

2 SECTION AT TESTING LAB

SCALE: 1/4" = 1'-0"A610

3 SECTION AT TESTING LAB ADDITION

SCALE: 1/4" = 1'-0"A610

4 SECTION AT ANTE ROOM

SCALE: 1/4" = 1'-0"A610

5 TESTING LAB AND ANTE ROOM SECTION

N O

E S

C R

D A

EXISTING CONCRETE CAP

EXISTING 8" CMU BOND BEAM,

SEE STRUCTURAL DWGS.

STEEL BEAM HEADER, SEE STRUCTURAL DWGS.

EXISTING JOIST

8" CMU BOND BEAM,

SEE STRUCTURAL DWGS.

8" CMU BEYOND

3" CONCRETE SLAB ON FORM DECK,

SEE STRUCTURAL DWGS.

111' - 4"

BAR JOIST, SEE STRUCTURAL DWGS.

110' - 0"

NOTE: AIR SEAL PERIMETER

AND PENETRATIONS

CONTINOUS BACKER ROD AND SEALANT

3" CMU SOLID

111' - 9 1/2"

8" CMU BOND BEAM,

SEE STRUCTURAL DWGS.

111' - 4"

3" CONCRETE SLAB ON FORM DECK,

SEE STRUCTURAL DWGS.

BAR JOIST, SEE STRUCTURAL DWGS.

NOTE: AIR SEAL PERIMETER

AND PENETRATIONS

CONTINOUS BACKER ROD AND SEALANT

3" CMU SOLID

111' - 9 1/2"

10.5

111' - 4"

8" CMU BOND BEAM,

SEE STRUCTURAL DWGS.

CONTINUOUS STEEL ANGLE,

SEE STRUCTURAL DWGS.

3" CONCRETE SLAB ON FORM DECK,

SEE STRUCTURAL DWGS.

NOTE: AIR SEAL PERIMETER

AND PENETRATIONS

CONTINOUS BACKER ROD

AND SEALANT

3" CMU SOLID

111' - 9 1/2"

GROUT SOLID

11.8

CONTINOUS DECK CLOSURE ANGLE,

SEE STRUCTURAL DWGS.

CONTINOUS BACKER ROD AND SEALANT,

BOTH SIDES.

BAR JOIST, SEE STRUCTURAL DWGS.

EXISTING PRECAST CONCRETE WALL

3" CONCRETE SLAB ON FORM DECK,

SEE STRUCTURAL DWGS.

NOTE: AIR SEAL PERIMETER

AND PENETRATIONS

111' - 9 1/2"

LOWER LEVEL

100' - 0"

2' - 8"

EXISTING CONCRETE

FOUNDATION WALL AND FOOTING

EXISTING CONCRETE SLAB

CONCRETE SLAB WITH DOWELS,

SEE STRUCTURAL DWGS.

SCREW IN CORRUGATED TIE AT 16" O.C.

EXISTING

NEW CMU

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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A901

SCALE: 1 1/2" = 1'-0"A901

1 CONCRETE CAP DETAIL AT CMU WALL AND STEEL BEAM

SCALE: 1 1/2" = 1'-0"A901

2 CMU WALL DETAIL AT CONCRETE CAP JOIST

SCALE: 1 1/2" = 1'-0"A901

3 CMU WALL ANGLE DETAIL AT CONCRETE CAP

SCALE: 1 1/2" = 1'-0"A901

4 CONCRETE CAP DETAIL AT PRECAST CONCRETE WALL

N O

E S

C R

D A

T E

SCALE: 1 1/2" = 1'-0"A901

5 CONCRETE SLAB INFILL DETAIL

SCALE: 1 1/2" = 1'-0"A901

6 SECTION AT NEW WALL TO EXISTING WALL

SA OR OA DUCT RISER

ACD AUTOMATIC CONTROL DAMPER

BD BALANCE DAMPER

NG NATURAL GAS

PIPING TOP TAKE-OFF

PIPING BOTTOM TAKE-OFF

CAPPED PIPE

HVAC SYMBOL LEGEND

STRAINER

UNION

PRESSURE GAUGE

THERMOMETER & WELL

ACV AUTO CONTROL VALVE

GV GATE VALVE

BV BUTTERFLY VALVE

BV BALL VALVE

BSV BALANCE SHUT-OFF VALVE

CV CHECK VALVE

PIPING SYMBOL LEGEND

AIR DEVICE LEGEND & TAGS

SD SUPPLY DIFFUSER

RG RETURN GRILLE

ABBREVIATIONS

AD ACCESS DOOR

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

CWS CHILLED WATER SUPPLY

CWR CHILLED WATER RETURN

CD CONDENSATE DRAIN

BCP BOILER CIRCULATION PUMP

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

DN DOWN

EC ELECTRICAL CONTRACTOR

EXH EXHAUST

FD FIRE DAMPER

IN JS IN JOINT SPACE

G GAS

GC GENERAL CONTRACTOR

HC HEATING COIL

LPS LOW PRESSURE STEAM

LPC LOW PRESSURE CONDENSATE

MC MECHANICAL CONTRACTOR

NC NORMALLY CLOSED

NO NORMALLY OPEN

OA OUTSIDE AIR

OED OPEN END DUCT

PC PLUMBING CONTRACTOR

PCD PVC COATED DUCT

RA RETURN AIR

SA SUPPLY AIR

TCC TEMPERATURE CONTROL CONTRACTOR

TOD TOP OF DUCT

TYP TYPICAL

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

SUPPLY AIR DEVICE

RETURN AIR DEVICE

EXHAUST AIR DEVICE

AIR DEVICE TAG

TAG

CFM

CONNECT TO EXISTING

TEMPERATURE SENSOR

PRESSURE SENSOR

HUMIDITY SENSOR

ACD

AIR DEVICE TAG ABBREVIATIONS

MISC SYMBOL LEGEND

1" LINED DUCT

2" LINED DUCT

DOUBLE WALL DUCT

SA OR OA DUCT DROP

RA DUCT RISER

RA DUCT DROP

EA DUCT RISER

EA DUCT DROP

TURNING VANES

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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M001

GENERAL HVAC NOTES

1 PROVIDE MANUAL BALANCING DAMPERS AT EACH DIFFUSER, GRILLE AND

BRANCH TAKE-OFF IN ALL SUPPLY, RETURN AND EXHAUST DUCTWORK.

LOCATE BALANCING DAMPERS AS CLOSE TO THE BRANCH TAKE-OFF AS

POSSIBLE.

2 DUCT SIZE TO DIFFUSERS, REGISTERS AND GRILLES SHALL BE SAME SIZE AS

NECK SIZE UNLESS NOTED OR DETAILED OTHERWISE.

3 PIPING TO TERMINAL HEATING AND COOLING DEVICES SHALL BE 3/4” UNLESS

OTHERWISE NOTED.

4 MISCELLANEOUS STEEL FOR EQUIPMENT AND PIPE SUPPORTS SHALL BE

PROVIDED. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISHING OF

MISCELLANEOUS STEEL. ALL STEEL SHALL BE PAINTED.

5 OPEN ENDED DUCT (OED) SHALL BE COVERED WITH WELDED WIRE MESH.

6 PROVIDE FLEXIBLE DUCT CONNECTIONS AT ALL DUCTWORK CONNECTIONS

TO AIR HANDLING UNITS, RETURN FANS AND EXHAUST FANS.

GENERAL HVAC NOTES

ENVIRONMENTAL CONDITIONS

NAME

SUMMER WINTER

FILTRATION PRESSURIZATIONTEMP (°F) RH TEMP (°F) RH

ANTE ROOM ADJ. 65-75 +/-3 ADJ. 65%-%50% +/-3 ADJ. 65-75 +/-3 ADJ. 65%-%50% +/-3 MERV 8 POSITIVE

EQUIP PLATFORM NOT CONTROLLED NOT CONTROLLED 65 NOT CONTROLLED -

SPECIMEN CONDITIONING 70 +/-3 65% +/-3 70 +/-3 65% +/-3 MERV 8 POSITIVE

TESTING LAB ADJ. 65-75 +/-3 ADJ. 65%-%50% +/-3 ADJ. 65-75 +/-3 ADJ. 65%-%50% +/-3 MERV 8 POSITIVE

N O

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C R

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10 10.5 11 11.8 12

F.1

B50-0080

TESTING LAB

B50-0075

SPECIMEN CONDITIONING

TCP

18"x12"

TG-1

TCP

B50-0105

COMP COLD ROOM

B50-0100

UNCONDITIONED STORAGE

B50-0065

EML TESTING LAB

REMOVE EXISTING

COMPRESSED AIR PIPE AND RE-

INSTALL WITH BOP ABOVE JOIST.

REMOVE EXISTING RETURN

GRILLES AND SUPPLY

DIFFUSERS. COORDINATE IN-

FILL OF EXISTING OPENINGS

THROUGH CEILING, TYP.

REMOVE EXISTING RETURN

GRILLES AND SUPPLY

DIFFUSERS. COORDINATE IN-

FILL OF EXISTING OPENINGS

THROUGH CEILING, TYP.

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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M101

SCALE: 1/4" = 1'-0"M101

1 FIRST FLOOR HVAC DEMOLITION PLAN

N O

E S

C R

D A

A C D

10 10.5 11 11.8 12

F.1

"ø

3/ 4"

1" 1"

3/4"

1 1/2"

1 1/2" 3/4" HWR

3/4" HWS

1" CWR1 1/2"

1" CWS

3/4" LPC3/4"

3/4" LPS

12"ø OA

3/4" 3/4"

1" 1"

3/4"

36"x14"

10"ø

REMOVE EXISTING FAN COIL, PIPING

AND DUCTWORK. REMOVE ALL

ASSOCIATED CONTROLS, WIRIING ETC.

TURN OVER FAN COIL UNITS TO OWNER.

REMOVE EXISTING DEHUMIDIFIER

AND TURN OVER TO OWNER.

REMOVE EXISTING FAN COIL, PIPING

AND DUCTWORK. REMOVE ALL

ASSOCIATED CONTROLS, WIRIING ETC.

TURN OVER FAN COIL UNITS TO OWNER.

CAP OA DUCT

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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M102

SCALE: 1/4" = 1'-0"M102

1 EQUIPMENT PLATFORM HVAC DEMOLITION PLAN

N O

E S

C R

D A

F.1

B50-0081

ANTE ROOM

B50-0080

TESTING LAB

B50-0075

SPECIMEN CONDITIONING

B50-0105

COMP COLD ROOM

B50-0100

UNCONDITIONED STORAGE

B50-0070

RECEIVING AREA

B50-0065

EML TESTING LAB

SD-1

RG-1

SD-2

SD-1

RG-1

M501

RG-1

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

D R

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M201

SCALE: 1/4" = 1'-0"M201

1 FIRST FLOOR HVAC PLAN

N O

E S

C R

D A

F.1

12"x12" SA

FCU-28

FCU-27

S A

"ø

12"ø OA

8" ø

R A

8" ø

R A

"ø

R A

OED

"ø

R A

"ø

R A

16"x12"

M501

8"ø RA

8" ø

S A

8" ø

S A

8" ø

S A

8" ø

S A

R A

22"x12" RA

8"x8" RA

8"ø

8" ø

3/4" LPC

1" CWS

1" CWR

1" HWS

1" HWR

3/ 4"

L P

3/4" HWR

3/4" HWS

3/ 4"

L P

S 1"

C W

S 1"

C W

6" ø

3/4" HWR

3/4" HWS

1" CWR

1" CWS

3/4" LPC

3/4" LPS

T/H

RETURN DUCT

MOUNTED TEMP/RH

SENSOR

RETURN DUCT

MOUNTED TEMP/RH

SENSOR

10"ø

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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M202

SCALE: 1/4" = 1'-0"M202

1 EQUIPMENT PLATFORM HVAC PLAN

N O

E S

C R

D A

FIRST FLOOR

100' - 0"

EQUIPMENT PLATFORM

110' - 0"

JHG

FILTER SECTION

COOLING COIL

ACCESSABLE SECTION WITH

HUMIDIFICATION

HEATING COIL

SUPPLY FAN SECTION

SD-1 SD-2 SD-2

6"ø SA

8" ø

S A

OED

10"ø RA

3/4" LPS

B50-0081

ANTE ROOM

B50-0080

TESTING LAB

M501

FCU-27

B50-0080

TESTING LAB

3/4" CA

SD-2 RG-1 SD-2 SD-2 RG-1

8" ø

T/H

22"x12"

3/4" LPC

TCP

FIRST FLOOR

100' - 0"

EQUIPMENT PLATFORM

110' - 0"

10.51111.812

M501

B50-0075

SPECIMEN CONDITIONING

FILTER

SECTION

COOLING COIL

ACCESSABLE SECTION

WITH HUMIDIFICATION

HEATING COIL

SUPPLY FAN SECTION

3/4" LPC

SD-1

12"x12" SA

8" ø

S A

FCU-28

B50-0080

TESTING LAB

SD-1 SD-2

8" ø

T/H

22"x12"

10"ø

16"x12"

8" ø

10"ø 12"ø

3/4" LPC

1" CWS

1" CWR

TCP

8"ø RA

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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8/6/2019 12:17:59 PM

F O

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O T

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I 5

S E

-0

M E

C H

A N

L S

E C

N S

A T

N S

U S

D A

F O

R E

S T P

R O

D U

C T S

L A

B O

R A

T O

R Y

C O

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N E

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M P

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M501

SCALE: 1/4" = 1'-0"M501

1 SECTION AT FCU-27

SCALE: 1/4" = 1'-0"M501

2 SECTION AT FCU-28

N O

E S

C R

D A

SA FROM

EML

TESTING

LAB

CHW

N C

CWS CWR

MOD

BAS

HUMIDITY

SENSOR

MOD

LIMIT

MERV 8

PRE

FILTER

H T

SPACE SENSORS

(REMOTE DISPLAY

OF RETURN AIR

SENSORS)

HUM

N C

LPS COND

MOD

N O

HWS HWR

MOD

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

D R

A W

S E

D A

T E

R E

S E

N O

T F

O R

C O

N S

T R

U C

KEYPLAN

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8/6/2019 12:18:02 PM

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T R

O L

G R

A M

U S

D A

F O

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S T P

R O

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C T S

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R Y

C O

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M701

SCALE: NTSM701

1 AHU CONTROLS SCHEMATIC (FCU-27, FCU-28)

N O

E S

C R

D A

1/2"

1/2" GATE VALVE WITH HOSE BIBB.

LOCATE ABOVE CEILING IS

ACCESSIBLE. IF NOT ACCESSIBLE,

PROVIDE ACCESS PANEL OR

LOCATE AT ACCESSIBLE PLACE.

1/4" SOFT COPPER TUBING

KEYED VENT

BRANCH OR MAIN PIPING

COILS AND SUBCIRCUITS

MAIN PIPES ESCUTCHEON REQUIRED FOR

DUCTS EXPOSED IN FINISHED

AREAS (USE SAME MATERIALS AND

GAUGE AS DUCT)

TYPICAL ESCUTCHEON

DUCT PENETRATION THRU INTERIOR WALL

NON-INSULATED DUCT

INSULATED DUCT

SEALANT, USE FIRE RESISTIVE

SEALANT FOR FIRE RATED WALLS

AIRFLOW

CHILLED

WATER COIL

AIR VENT, 3/4" BALL VALVE WITH

3/4" HOSE CONNECTION AND

PRESSURE RATED CAP.

INSTALL IN HIGH POINT OF COIL

HEADERS TO ALLOW

COMPLETE VENTING OF AIR

FROM COIL. (TYP)

ISOLATION VALVE (TYP)

3/4" DRAIN VALVE WITH 3/4" HOSE

CONNECTION AND PRESSURE RATED

HOSE CAP. INSTALL IN LOW POINT OF

HEADER TO ALLOW COMPLETE DRAIN

DOWN OF COIL (TYP)

TWO WAY TEMPERATURE

CONTROL VALVE

P/T TEST PLUG (TYP)

THERMOMETER (TYP)

UNION IN OFFSET FOR COIL

REMOVAL (TYP)

2" DRAIN VALVE WITH PRESSURE

RATED CAP. INSTALL THE CAP AT

LEAST 12" ABOVE THE FLOORR OR

EQUIPMENT PAD OR INSTALL

VALVE IN THE HORIZONTAL

POSITION AS INDICATED

CWR

CWS

DDC TEMP SENSOR IF REQ'D PER

SECTION 23 09 14

PROVIDE A MINIMUM OF 6"

CLEARANCE FROM PIPING

SPECIALTIES TO COIL

CONNECTION

1/2" DRAIN VALVE FOR 1/2" PIPING

OR 3/4" DRAIN VALVE FOR 3/4"

PIPING AND ABOVE WITH 3/4" HOSE

CONNECTION AND PRESSURE

RATED HOSE CAP

TWO WAY

TEMPERATURE

CONTROL VALVE

UNION (TYP)

CAPPED LINE

SIZE TEE

REDUCER (TYP)

ISOLATION

VALVE (TYP)

MANUAL KEY TYPE AIR

VENT (TYP)

REHEAT COIL

HWR

HWS

6" MIN.

FULL SIZE TEE

P/T TEST PLUG (TYP)

PROVIDE A MINIMUM OF 6"

CLEARANCE FROM PIPING

SPECIALTIES TO COIL

CONNECTION

WATER SEAL

INV. BUCKET TRAP

CONDENSATE DROP

CONDENSATE LIFT

NOTE: 1-1/2" LIFT (MAX) PER PSIG

CHECK VALVE

TEST VALVE (1/2")

UNION

STRAINER WITH BLOWDOWN

GATE VALVE

F & T TRAP

UNION

STRAINER WITH BLOWDOWN

GATE VALVE

RETURN

6" DIRT LEG

SUPPLY

NOTES:

1. FILL TRAP MANUALLY ON INITIAL START-UP

2. TRAP EACH COMPONENT DRAIN CONNECTION

3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE

4. NEGATIVE PRESSURE OR DRAW-THRU UNITS

A = MAX NEG STATIC + 2"

B = 1/2A + 1"

POSITIVE PRESSURE OR BLOW-THRU UNITS

A = 2"

B = TOTAL FAN STATIC + 1"

DRAIN PAN

SQUARE HEAD PLUG

ROTATE 20° TO PERMIT PLUG

REMOVAL AND PIPE CLEANING

UNION

GENERAL COMMENTS

1. PROVIDE NON-FUSED DISCONNECT.

2. PROVIDE AUX CONDENSATE DRAIN PAN OVERFLOW SWITCH

3. BASED ON VTS MODEL AVS MODULAR INDOOR AHU

4. DIRECT DRIVE VARIABLE SPEED SUPPLY FAN FOR BALANCING.

5. PROVIDE ANTI-CORROSION COATING ON COOLING COILS, BLYGOLD PoluAl XT, HERESTITE, OR ElectroFin E-COAT.

1-1/4" LPC

RISER

TEST VALVE

(1/2")

3/4" F&T

TRAP

ACV BY HUMID MFR.

GATE VALVE (TYP)

1" LPS

TOP OF DUCT

PRESSURE GAUGE W/

COCK & SIPHON

F&T

TRAP

3/4" LPS

3/4" LPC

1-1/2" LPS

RISER

HUMIDIFIER BASED…

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