Attach_3_IRV Rm2309 Exhaust Design.pdf

The Miller Hull Partnership, LLP

POINT LOMA MARINA 4980 NORTH HARBOR DRIVE, SUITE 100 SAN DIEGO, CA 92106

PROJECT IDENTIFICATION

REGION: CO

DIVISION: GSA OFFICE OF DESIGN & CONSTRUCTION / SPECIAL PROGRAMS DIVISION

BUILDING NAME: SOUTHWEST PACIFIC LABORATORY

ADDRESS: 19701 FAIRCHILD RD IRVINE, CA 92612

CONTRACTING OFFICER: KALISH POOLE

PROJECT MANAGER: DEMIAN GO P.E.

VICINITY MAP LOCATION MAP

FDA IRVINE

BID SET

JUNE 20, 2025

RM 2309 EXHAUST DESIGN

SHEET INDEX

NO. SHEET NAME

G.000 COVER SHEET

A.000 LEGENDS, NOTES & ABBREVIATIONS

A.100 FLOOR PLANS

A.102 SLAB PLAN

A.300 BUILDING SECTIONS

A.310 WALL SECTIONS

AD.100 DEMOLITION PLANS

S.001 ABBREVIATIONS AND LEGENDS

S.002 GENERAL NOTES

S.101 ROOF LEVEL DRAWINGS AND DETAILS

S.102 SHED ROOF LEVEL DRAWINGS AND DETAILS

S.601 SECTIONS AND DETAILS

M.001 SYMBOL & GENERAL NOTES - MECHANICAL

M.101 FLOOR PLANS - MECHANICAL

M.201 PARTIAL FLOOR PLANS - MECHANICAL

M.301 SECTIONS - MECHANICAL

M.401 SCHEDULE & DIAGRAM - MECHANICAL

M.402 DIAGRAM & DETAILS - MECHANICAL

E.001 SYMBOL & GENERAL NOTES - ELECTRICAL

E.101 FLOOR PLANS - ELECTRICAL

E.501 SINGLE LINE DIAGRAMS - ELECTRICAL

E.601 SCHEDULES - ELECTRICAL

PROJECT SUMMARY: THIS PROJECT IS FOR MECHANICAL EQUIPMENT, DUCTWORK AND CONTROLS TO REDUCE CONCENTRATION OF VAPORIZED HYDROGEN PEROXIDE (VHP) GENERATED BY LABORATORY ISOLATOR EQUIPMENT IN ROOM 2309. VHP AND ROOM AIR WILL BE CONVEYED FROM THE EQUIPMENT EXHAUST PORTS TO ROOF TOP STACKS VIA DEDICATED EXHAUST SYSTEM. PROJECT INCLUDES LIMITED ARCHITECTURAL AND ELECTRICAL MODIFICATIONS TO EXISTING SYSTEMS TO SUPPORT MECHANICAL EXHAUST SYSTEM PROPOSED. PROPOSED EXHAUST SYSTEM WILL ALSO REQUIRE INTEGRATION AND MODIFICATIONS TO THE EXISTING BUILDING AUTOMATION SYSTEM (BAS) AND HVAC SYSTEM FOR THE ROOM, AS WELL AS THE

INTEGRATION OF THE EXISTING ROOM 2309 LABORATORY CONTROLS WITH THE EXISTING BAS.

AUGUST 15, 2025

S D

S D

S D

S D

S D

S D

ROOM IDENTIFICATION

BUILDING SECTION

WALL SECTION

EXTERIOR ELEVATION

DRAWING NUMBER, REFERENCE

SHEET & TITLE

GRID LINE

A101

SIM.

DETAIL NUMBER OVER

SHEET NUMBER

ABOVE, BELOW OR HIDDEN

INTERIOR ELEVATION

A

A211

A301

NORTH ARROW

TRUE

NORTH

PLAN

NORTH

A201

A211

A20

OFFICE

DRAWING NUMBER & TITLE1 View Title 1/8" = 1'-0"A201

1 View Title 1/8" = 1'-0"A101 A201

0' 4' 8' 16'

GRAPHIC DRAWING SCALE

SYMBOLS LEGEND

1D

1E 1F

20 A1

21 22 23 24 25 26 27 28

3A

3B

3C1A

1B

1C

2C

2B

2A

3LL

3D

2D

AREA OF WORK

1D

1E 1F

20 A1

21 22 23 24 25 26 27 28

3A

3B

3C1A

1B

1C

2C

2B

2A

3LL

3D

2D

AREA OF WORK

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

SG

03/14/25

LEGENDS,

NOTES &

ABBREVIATIONS

FDA IRVINE

A.000

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

ABBREVIATIONS

NOTE: ABBREVIATIONS NOTED IN THE DRAWINGS THAT ARE FOLLOWED BY A MODIFIER

SUCH AS "-1", "-A" ARE FURTHER DEFINED IN THE SPECIFICATIONS SECTION ASSOCIATED

WITH THE MATERIAL OR SYSTEM ASSEMBLY AS NOTED. REFERENCE FINISH LEGEND A070

RCP REFLECTED CEILING PLAN

ABV ABOVE

ACIP ARCHITECTURAL CAST-IN-PLACE

CONCRETE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECTURAL (TECT)

AV AUDIO VISUAL

AVG AVERAGE

BLDG BUILDING

BO BOTTOM OF

C COLUMN

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CTR CENTER

CW CURTAIN WALL, COLD WATER

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

DWR DRAWER

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EW EXTERIOR WALL

EXT EXTERIOR

F FLOOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FAPB FIRE ALARM PULL BOX

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FEC FIRE EXTINGUISHER CABINET

FEXT FIRE EXTINGUISHER

FF FINISHED FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FO FACE OF

FOF FACE OF FINISH

FOIC FURNISHED BY OWNER INSTALLED BY

CONTRACTOR

FOIO FURNISHED BY OWNER INSTALLED BY

OWNER

FRT FIRE RETARDENT TREATED (INTERIOR)

FS FIRE SPRINKLER

FT FOOT, FEET

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GWB GYPSUM WALL BOARD

GYP GYPSUM

HDW HARDWARE

HM HOLLOW METAL

HO HOLD OPEN

HORIZ HORIZONTAL

HR HOUR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

HW HOT WATER

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE(D), INCLUDING, INCLUSIVE

INSUL INSULATION

INT INTERIOR

IW INTERIOR WALL

JAN JANITOR

K 100 POUNDS (KIP)

KSI KIPS PER SQUARE INCH

KW KILOWATTS

L ANGLE STEEL MEMBER

LAB LABORATORY

LAV LAVATORY

LB POUND(S)

LF LINEAR FEET

LH LEFT HAND

LIN LINEAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEZZ MEZZANINE

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

N NORTH

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OTS OPEN TO STRUCTURE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE(D)

PL PLATE

PNT PAINT

PREFAB PREABRICATED

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, POST TENSIONED, PRESSURE

TREATED

QTY QUANTITY

REBAR REINFORCING BAR

REF REFERENCE

REQD REQUIRED

REV REVISED, REVISION

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RR RESTROOM

S SOUTH

SAM SELF ADHERED MEMBRANE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SIM SIMILAR

SOG SLAB-ON-GRADE

SPEC SPECIFICATION

SS STAINLESS STEEL

ST STAIR, STREET

STC SOUND TRANSMISSION CLASS

STOR STORAGE

STRUCT STRUCTURE (AL)

TEL TELEPHONE

TEMP TEMPORARY, TEMPERATURE

TO TOP OF

TOC TOP OF CONCRETE

TOP TOP OF PARAPET

TOPO TOPOGRAPHIC MAP

TOS TOP OF STEEL, TOP OF SLAB

TPO THERMOPLASTIC POLYOLEFIN

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UV ULTRAVIOLET

V VOLT

VERT VERTICAL

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST, WIDE

WC WATER CLOSET

WRB WEATHER RESISTIVE BARRIER

• NFPA 70 National Electric Code

• NFPA 101 Life Safety Code

• ADA/ABA Accessibility Guidelines (www.access-board.gov)

• ANSI/BOMA Z65.1 Measuring Guide (www.BOMA.org)

• International Building Code (www.intlcode.org)

• National CAD Standard (www.nationalcadstandards.org)

• International Fire Code (www.intlcode.org)

• International Plumbing Code (www.intlcode.org)

• International Mechanical Code (www.intlcode.org)

• International Energy Conservation Code (www.intlcode.org)

• Construction Industry Standards (OSHA 2207)

• OSHA Safety and Health Standards (29 CFR 1926/1910)

• Safety Code for Elevators, Dumbwaiters, Escalators and Moving Walks, ASME A17.1

• Construction Management Association of America (CMAA) Construction Management Standards of

Practice plus related manuals (Quality Control Procedures, Cost Management Procedures, Contract Administration Procedures, Time Management Procedures)

• Occupational Safety and Health Administration (OSHA) Standards.

• Elevator Code - ANSI/ASME A17.1 Safety Code for Elevators and Escalators, & supplements.

• National Fire Protection Association (NFPA) handbooks including the National Electric Code.

• Uniform Building Code, Chapter 23

• Standard Building Code, Appendix D

• BOCA Building Code

APPLICABLE CODES

REFERENCE DESIGN STANDARDS

• National Insititues of Health Design Requirements Manual 1 (Rev 2.1 08/02/24)

• National Insititues of Health Design Requirements Manual 2 (Rev 1.5 12/12/16)

ROOF KEY PLAN

LEVEL 2 KEY PLAN

4. DEMOLITION CONSIDERATIONS

SPECIFICATIONS AND DEMOLITION PLANS MUST INCLUDE PROVISIONS FOR SAFE ENCAPSULATION

DURING ROOF SLAB CUTTING TO PROTECT THE OCCUPIED LABORATORY SPACE AND MISSION-

CRITICAL EQUIPMENT.

5. INTERIOR FINISHES & LIGHTING

• MECHANICAL DUCTS AND FITTINGS TO BE ROUTED THROUGH THE

EXISTING CEILING USING EXISTING PANELS OR SHEET METAL

PENETRATION PLATES.

• EXISTING INTERIOR LIGHTING TO BE MAINTAINED.

Photos of space above ceiling showing hangers, underside of roof slab, and ductwork.

Photos of existing ceiling, lighting, and equipment in Room 2309.

BASIS OF DESIGN

1. INTRODUCTION

THIS BASIS OF DESIGN DOCUMENT ESTABLISHES THE KEY STRUCTURAL AND MECHANICAL

CONSIDERATIONS FOR THE PROPOSED MODIFICATIONS TO THE EXISTING BUILDING. THE

INFORMATION HEREIN IS BASED ON FINDINGS FROM THE SITE VISIT CONDUCTED BY MILLER HULL AND

INTERFACE ENGINEERS ON DECEMBER 11, 2024.

2. STRUCTURAL CONSIDERATIONS

2.1 MAIN ROOF STRUCTURE

• THE EXISTING MAIN ROOF CONSISTS OF A 7-INCH CONCRETE SLAB SUPPORTED BY CONCRETE

BEAMS. NO BEAMS ARE PRESENT IN THE IMMEDIATE VICINITY OF THE PROPOSED SLAB

PENETRATIONS.

• REINFORCING IN THE SLAB IS SPACED AT APPROXIMATELY 10 INCHES (NORTH-SOUTH) AND 16

INCHES (EAST-WEST).

• A SINGLE 12-INCH BY 12-INCH PENETRATION IS FEASIBLE WITHOUT SLAB STRENGTHENING, PROVIDED SCANNING IS PERFORMED TO ADJUST CORE LOCATIONS TO AVOID EXISTING

REINFORCEMENT.

• A SINGLE 12-INCH BY 12-INCH PENETRATION IS POSSIBLE WITH MINIMAL LOCALIZED

REINFORCEMENT ADDED TO THE UNDERSIDE OF THE SLAB.

• A NEW PREFABRICATED CURB WILL BE ANCHORED TO THE EXISTING SLAB TO. THIS CURB WILL

SERVE WATERPROOFING AND STRUCTURAL SUPPORT PURPOSES FOR THE NEW UNITS AND

DUCTWORK, IF REQUIRED.

• THE ADDED CURB AND NEW UNITS (EACH ESTIMATED AT 300 POUNDS MAX) ARE EXPECTED TO BE

ACCOMMODATED BY THE EXISTING SLAB WITHOUT REINFORCEMENT, PENDING STRUCTURAL

ANALYSIS UPON FINAL LAYOUT CONFIRMATION.

2.2 PENTHOUSE ROOF STRUCTURE

• THE EXISTING PENTHOUSE ROOF CONSISTS OF BARE STEEL DECKING SUPPORTED BY STEEL

FRAMING.

• ROOF DECK PENETRATIONS ARE ALLOWED WITH MINOR LOCALIZED REINFORCEMENT TO STIFFEN

THE DECKING.

• NO STEEL BEAMS ARE DIRECTLY IN LINE WITH THE PROPOSED PENETRATIONS, BUT EXISTING

STEEL BRIDGING (RUNNING NORTH-SOUTH AT THIRD POINTS BETWEEN THE MAIN PENTHOUSE

ROOF GIRDERS) MUST BE AVOIDED.

• THE ROOF DECKING IS EXPECTED TO SUPPORT CABLING FOR BRACING THE UPPER PORTION OF

THE EXHAUST STACK, ASSUMING THE STACK EXTENDS LESS THAN 6 FEET ABOVE THE ROOF

DECK.

• BRACING TO THE EXTERIOR CLADDING SYSTEM SHOULD BE AVOIDED.

2.3 PENTHOUSE EXTERIOR WALL

• THE PENTHOUSE EXTERIOR WALL IS EXPECTED TO BE PLASTER ON METAL STUDS (TO BE

VERIFIED IN THE FIELD).

• THIS WALL CAN LIKELY BE USED FOR LATERAL BRACING OF THE EXHAUST DUCTS AND FOR

SUPPORTING SMALL EQUIPMENT (UP TO 50 POUNDS).

• HEAVIER EQUIPMENT MAY REQUIRE ADDITIONAL STRUCTURAL SUPPORT, LIKELY CONSISTING OF A

UNISTRUT SYSTEM.

3. MECHANICAL CONSIDERATIONS

3.1 ROOF PENETRATIONS

• QUANTITY: ONE (1) ROOF PENETRATION.

• SIZE: 14–15 INCHES IN DIAMETER.

3.2 DUCTING

• MATERIAL: UV-STABLE PLASTIC, NON-INSULATED, WITH A POTENTIAL STAINLESS STEEL SHROUD.

• CORROSION RESISTANCE: 316 STAINLESS STEEL IS THE TYPICAL MECHANICAL MATERIAL USED TO

RESIST HYDROGEN PEROXIDE EXPOSURE.

3.3 EQUIPMENT SUPPORT

• CURBS WILL BE PROVIDED AROUND PENETRATIONS TO SUPPORT SMALL ROOF FANS (MAXIMUM

300 LBS EACH).

• THE EXHAUST DUCT WILL EXTEND AT LEAST 6 INCHES ABOVE THE EXISTING MECHANICAL

SCREEN. THE VERTICAL DUCT WILL REQUIRE SUPPORT OFF THE BACK WALL USING UNISTRUT.

3.4 BUILDING AUTOMATION SYSTEM (BAS) INTEGRATION

• SCOPE TBD: WORK RELATED TO BAS INTEGRATION MAY BE REQUIRED IN OTHER BUILDING AREAS, SUBJECT TO FURTHER REVIEW.

No. Description Date

JUNE 20, 2025AUGUST 15, 2025

STAMP

S D

OUTLINE OF ROOM

2309 BELOW

A.300

A.300

A.300

A.300

(E) W10X45 STEEL

COLUMN ON 18"

CONCRETE ENCASEMENT

(E) CONCRETE BEAMS

383736

3B

3C(E) ROOFTOP EQUIPMENT

AND CONDUIT

3B.8

1' - 2"4' - 5"2' - 10"3' - 5" 2' - 10" 2' - 6 1/2"

1'

1'

1'

1'

1/ 2"

(E) ROOF DRAIN AND

CRICKETING

(E) W10X45 STEEL

COLUMN ON 18"

CONCRETE ENCASEMENT

A.600

1'

1'

1/ 2"

(E) CONDUIT

RESEARCH LAB

A.300

A.300

383736

3B

3C

(E) ISOLATOR EQUIPMENT

BELOW SHOWN DASHED

(E) HYDROPHOBIC,

SMOOTH SURFACED,

GWB CEILING TILES

3B.8

NEW EXHAUST DUCTS

PER MECHANICAL

A.600

(E) CEILING FIXTURES AND

EQUIPMENT, VIF

NEW EXHAUST GRILL PER

MECHANICAL

A.300

A.300

A.300

A.300 383736

3B

3C

3B.8

(E) CROSS BRACING

BELOW

DUCT PENETRATION

AND FLASHING

GUY WIRES AND

ANCHORS

VIF

5' - 6" CLR

(E) MECHANICAL

SCREEN

(E) BEAMS BELOW

(E) PREFINISHED

METAL ROOFING

4' - 9" 11" 11" 3' - 11"

GENERAL NOTES

1. PROTECT IN PLACE ALL EXISTING TO REMAIN EQUIPMENT, LIGHT FIXTURES,

AND DEVICES.

2. CONTRACTOR TO VIF LOCATIONS OF ISOLATORS AND COORDINATE IN FIELD

ALL CEILING PENETRATIONS TO MAINTAIN REQUIRED CLEARANCES BETWEEN

ISOLATOR EXHAUST CONNECTIONS AND PENETRATIONS.

(E) RECESSED LIGHT FIXTURE

(E) SUSPENDED T-GRID & CEILING

(E) MECHANICAL GRILL

REFLECTED CEILING PLAN

LEGEND

NEW MECHANICAL GRILL

(E) CEILING FIXTURES AND EQUIPMENT

1/8" = 1'-0"A.100

2 ROOF - ABV RM 2309 - PLAN

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

CT

12/19/24

FLOOR PLANS

FDA IRVINE

A.100

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

1/8" = 1'-0"A.100

1 LEVEL 2 - RM 2309 - REFLECTED CEILING PLAN

1/8" = 1'-0"A.100

3 HIGH ROOF - ABV RM 2309 - PLAN

0' 4' 8' 16'

No. Description Date

A.300

A.300

A.300

A.300

3C

3B.8

10' - 8" 1' - 2"

OUTLINE OF ROOM

2309 BELOW

(E) W10X45 STEEL

COLUMN ON 18"

CONCRETE ENCASEMENT

(E) ROOFTOP EQUIPMENT

(E) ROOF DRAIN AND

CRICKETING

(E) W10X45 STEEL

COLUMN ON 18"

CONCRETE ENCASEMENT

1' - 2"10' - 8"

1'

1'

OUTLINE OF NEW

CURBS

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

CT

12/19/24

SLAB PLAN

FDA IRVINE

A.102

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

1/4" = 1'-0"A.102

1 ROOF SLAB PLAN

0' 2' 4' 8'

No. Description Date

LEVEL 2

17' - 0 1/2"

ROOF

34' - 1 1/2"

RESEARCH LAB

A.300

A.300

CONCRETE SLAB PENETRATION

38 37

HIGH ROOF

47' - 2 11/16"

T.O. SCREEN

47' - 6 5/8"

(E) ISOLATORS

DUCTS PER MECHANICALCLR

1' - 2"

(E) CONCRETE SLAB

A.600

DUCT SUPPORTS PER MECHANICAL

PREFABRICATED CURB AND

PENETRATION FLASHING

ROOF DECK PENETRATION

FOR EXHAUST DUCT

EXHAUST DUCT SUPPORTS

ATTACHED TO METAL DECK

MECHANICAL CURB

LEVEL 2

17' - 0 1/2"

ROOF

34' - 1 1/2"

A.300

A.300

ROOF DECK PENETRATION

FOR EXHAUST DUCT

PENETRATION THROUGH (E)

CONCRETE SLAB

RESEARCH LAB

(E) STEEL FRAMED METAL ROOF

DECK. COORDINATE BETWEEN

ROOF RIB LOCATIONS

(E) EXTERIOR PARTITION

EXHAUST DUCT SUPPORTS

ATTACHED TO METAL DECK AND

(E) BEAMS

DUCT BRACING WITH UNISTRUT

PER MECHANICAL AND

STRUCTURAL

A.310 3B3C

HIGH ROOF

47' - 2 11/16"

3B.8

(E) CEILING

NEW MECHANICAL DUCT

(E) ISOLATOR EQUIPMENT

(E) CONCRETE BEAM BEYOND

A.600

SIM

A.600

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

CT

02/21/2025

BUILDING

SECTIONS

FDA IRVINE

A.300

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

1/4" = 1'-0"A.300

1 SECTION 1

1/4" = 1'-0"A.300

2 SECTION 2

0' 2' 4' 8'

No. Description Date

JUNE 20, 2025AUGUST 15, 2025

RESEARCH LAB

A.300

CO

38 37

(E)

DUCLR

1' - 2"

(E)

A.600

DU

PR

PE

RO

FO

EX

AT

ME

LEVEL 2

17' - 0 1/2"

ROOF

34' - 1 1/2"

A.300

ROOF DECK PENETRATION

FOR EXHAUST DUCT

PENETRATION THROUGH (E)

CONCRETE SLAB

RESEARCH LAB

(E) STEEL FRAMED METAL ROOF

DECK. COORDINATE BETWEEN

ROOF RIB LOCATIONS

(E) EXTERIOR PARTITION

EXHAUST DUCT SUPPORTS

ATTACHED TO METAL DECK AND

(E) BEAMS

DUCT BRACING WITH UNISTRUT

PER MECHANICAL AND

STRUCTURAL

A.310 3B3C

HIGH ROOF

47' - 2 11/16"

3B.8

(E) CEILING

NEW MECHANICAL DUCT

(E) ISOLATOR EQUIPMENT

(E) CONCRETE BEAM BEYOND

A.600

SIM

A.600

ROOF

34' - 1 1/2"

(E) CONCRETE CURB IS 8" WIDE X 18" TALL

(E) PARTITION: 92 MM METAL STUD WALL

WITH PLASTER COVERING

(E) 7" MILD CONCRETE SLAB TYPICAL AT

MAIN ROOF

NEW MECHANICAL DUCT

(E) CONCRETE BEAMS

24" WIDE X 19" DEEP (INCLUDES 7" SLAB)

DUCT BRACING WITH UNISTRUT

ATTACHED TO BACK WALL

HIGH ROOF

47' - 2 11/16"

T.O. SCREEN

47' - 6 5/8"

3B.8

A.600

A.600

A.600

A.600

C CHANNEL PER STRUCTURAL

EXHAUST DUCT SUPPORTS ATTACHED

TO METAL DECK

EXHAUST FAN AND DUCTWORK PER

MECHANICAL

WALL MOUNTED ELECTRICAL SWITCH

(E) TRAFFIC COATING

(E) BITUMINOUS BUILT-UP ROOFING

6" 1' 2'0"

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

CT

01/06/25

WALL

SECTIONS

FDA IRVINE

A.310

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

1" = 1'-0"A.310

1 SECTION DTL - EXHAUST DUCT AT ROOF

No. Description Date

JUNE 20, 2025AUGUST 15, 2025

.600

A

A.600

A.600

1/4" CABLE PER STRUCTURAL

(E) STRUCTURAL BEAM

(E) PREFORMED METAL

ROOFING

(E) PLASTER WALL BEYOND

WELDED CONNECTION PER

STRUCTURAL

1' -6

M

A X

GALVANIZED HSS AND

WELDED HINGE PER

STRUCTURAL

SS METAL FLASHING AND

COUNTER FLASHING

SS DRAWBAND

SEALANT

FLASHING SET IN MASTIC

(E) PLASTER WALL

DUCT PER MECHANICAL

UNISTRUT

ROUND CEILING TRIM COLLAR

(E) HYDROPHOBIC, SMOOTH

SURFACED, GWB CEILING

TILES

(E) ISOLATOR

RIDGED DUCT PER MECHANICAL

FLEX DUCT PER MECHANICAL

DUCT PER MECHANICAL

SS METAL FLASHING AND

COUNTER FLASHING

(E) PREFINISHED METAL

ROOFING

SEALANT

SS DRAWBAND

FLASHING SET IN MASTIC

(E) CONCRETE FLOOR SLAB

PREFABRICATED INSULATED

ROOF CURB

P E

R N

R C

A R

O O

F

IN

G M

A N

U A

L

8" M

IN

BUILT UP ROOF AND

INSULATION

METAL FLASHING

DUCT PER MECHANICAL

(E) CONCRETE FLOOR SLAB

DUCT SUPPORT PER MECHANICAL

4" M

IN

WOOD CANT STRIP

2" 4" 8"0"

(E) PLASTER WALL

DUCT PER MECHANICAL

UNISTRUT PER STRUCTURAL

ATTACH UNISTRUT TO (E) STUDS

DUCT STRAP

4" MIN

(E) CONCRETE FLOOR SLAB

(E) BUILT UP ROOF AND

INSULATION

METAL FLASHING

WOOD CANT STRIP

WOOD 6X6 BLOCKING

COUNTERSUNK POST

INSTALLED ANCHOR

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

CT

01/06/25

DETAILS

FDA IRVINE

A.600

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

3" = 1'-0"A.600

8 GUY WIRE CONNECTION

3" = 1'-0"A.600

5 DUCT BRACING - SECTION

3" = 1'-0"A.600

3 DUCT @ CEILING

3" = 1'-0"A.600

11 DUCT @ PREFORMED METAL

3" = 1'-0"A.600

1 CONCRETE SLAB PENETRATION

3" = 1'-0"A.600

10 DUCT BRACING - PLAN

3" = 1'-0"A.600

13 FAN CURB

No. Description Date

S D

A.300

A.300

A.300

A.300 383736

3B

3C

3B.8

D.03

(E) CROSS BRACING

BELOW

(E) MECHANICAL

SCREEN

4' - 9" 11" 11" 3' - 11"

D.03

A.300

A.300

A.300

A.300 383736

3B

3C

3B.8

1'

1'

1' - 2"10' - 8"

D.02

(E) W10X45 STEEL

COLUMN ON 18"

CONCRETE ENCASEMENT

(E) ROOFTOP EQUIPMENT

(E) ROOF DRAIN AND

CRICKETING

(E) W10X45 STEEL

COLUMN ON 18"

CONCRETE ENCASEMENT

383736

3B

3C

3B.8

RESEARCH LAB

(E) HYDROPHOBIC,

SMOOTH SURFACED,

GWB CEILING TILES

D.04

D.01 D.01 D.01

DEMOLITION KEYNOTES

D.01

D.02

D.03

MODIFY CEILING TILE FOR NEW DUCTWORK

PENETRATION

CREATE NEW OPENING IN EXISTING CONCRETE SLAB

CREATE NEW OPENING IN EXISTING METAL ROOF

D.04 REMOVE AND REPLACE CEILING TILES AND GRID AS

REQUIRED TO PERFORM WORK SHOWN ON

MECHANICAL DRAWINGS. REPLACE ANY DAMAGED

TILES WITH NEW TO MATCH EXISTING IN SIZE, TYPE,

AND COLOR.

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

NOT FOR

CONSTRUCTIO

N

STAMP

KEY PLAN

C

R e v it P ro je c ts

\F D

A I

R V

M

H P

R

-s g e ib e l-

.r v t

/1

/2

:4 :3

P

M

A21.0030.01

KC

CT

12/19/24

DEMOLITION

PLANS

FDA IRVINE

AD.100

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

1/8" = 1'-0"AD.100

1 HIGH ROOF - ABV RM 2309 - DEMO PLAN

1/8" = 1'-0"AD.100

2 ROOF - ABV RM 2309 - DEMO PLAN

1/8" = 1'-0"AD.100

3 LEVEL 2 - RM 2309 - DEMO REFLECTED CEILING PLAN

0' 4' 8' 16'

No. Description Date

SECT

S.3

& AND

@ AT

°, DEG DEGREE

ø, DIA DIAMETER

# NUMBER, POUND

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURAL EXPOSED

STRUCTURAL STEEL

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

AR ANCHOR RODS

ARCH ARCHITECTURAL; ARCHITECT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWS AMERICAN WELDING SOCIETY

BAL BALANCE

BD BOARD

BF BRACED FRAME

BLDG BUILDING

BLK BLOCK; BLOCKING

BM BEAM

BMU BRICK MASONRY UNIT

BOS BOTTOM OF STEEL; BOSOM (WELD)

BOT BOTTOM

BRB BUCKLING RESTRAINED BRACE

BRCG BRACING

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BU BUILT-UP

c CAMBER

C STANDARD CHANNEL

CANT CANTILEVER

CC CENTER TO CENTER

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION WELD

CL CENTERLINE

CLR CLEARANCE; CLEAR

CLT CROSS LAMINATED TIMBER

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSION

CONC CONCRETE

CONFIG CONFIGURATION

CONN CONNECTION; CONNECT

CONST CONSTRUCTION

CONT CONTINUE; CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE; COORDINATION

CORR CORRUGATED

CTR CENTER

CTSK COUNTERSINK; COUNTERSUNK

CU CUBIC

d PENNY (NAIL) db NOMINAL BAR DIAMETER (INCHES)

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DC DEMAND CRITICAL WELD

DEG, ° DEGREE

DEMO DEMOLISH; DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA, ø DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DICA DRILLED-IN CONCRETE ANCHOR

DIM DIMENSION

DISC DISCONTINUED; DISCONTINUOUS

DL DEAD LOAD

DLT DOWEL LAMINATED TIMBER

DN DOWN

DO DO OVER; DITTO

DWG DRAWING

DWL DOWEL

(E) EXISTING

E EAST

E-W EAST-WEST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDDED

ENGR ENGINEER

EQ EQUAL; EARTHQUAKE

EQUIP EQUIPMENT

ES EACH SIDE

ETC ET CETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

EXTD EXTEND; EXTENDED

F DEGREES FAHRENHEIT

FD FLOOR DRAIN

FDN FOUNDATION

FF FAR FACE

FG FRICTION GRIP BOLT

FIN FINISH

FL FLOOR; FLOOR LINE

FLG FLANGE

FOS FACE OF STUD

FP FIREPROOF; FULL PENETRATION

FRMG FRAMING

FS FULL SIZE; FAR SIDE

FT FOOT; FEET; FINGER TIGHT

FTG FOOTING

FV FIELD VERIFY

GA GAGE, GAUGE

GALV GALVANIZED

GB GRADE BEAM

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLUED LAMINATED (BEAM)

GR GRADE

GRND GROUND

H HORIZONTAL

HEF HORIZONTAL EACH FACE

HGR HANGER

HIF HORIZONTAL INSIDE FACE

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL

HP HP SHAPES; HIGH POINT

HS HIGH STRENGTH

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JST JOIST

JT JOINT

K KIP (1,000 POUNDS)

KO KNOCK-OUT

KSI KIPS PER SQUARE INCH

L ANGLE

LAB LABORATORY

LB, # POUND

LF LINEAL FOOT

LIN LINEAL; LINEAR

LL LIVE LOAD

LLBB LONG LEGS BACK-TO-BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION; LOCATE

LONGIT LONGITUDINAL

LP LOW POINT

LSL LONG SLOTTED (HOLES)

LSW LIGHT GAGE SHEAR WALL

LTWT LIGHTWEIGHT

LVL LEVEL

LWC LIGHTWEIGHT CONCRETE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL/ ELECTRICAL /

PLUMBING

MEZZ MEZZANINE

MF MOMENT FRAME

MFB MOMENT FRAME BEAM

MFC MOMENT FRAME COLUMN

MFR MANUFACTURE; MANUFACTURER

MFRG MANUFACTURING

MIN MINIMUM; MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING

MS MECHANICAL SPLICE

N NORTH

N-S NORTH-SOUTH

NF NEAR FACE

NIC NOT IN CONTRACT

NLT NAIL LAMINATED TIMBER

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMALWEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE (HAND)

OPT OPTION; OPTIONAL

OVS OVERSIZED (HOLES)

OWJ OPEN WEB JOIST

P PIPE

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PCP PRECAST CONCRETE PANEL

PEN PENETRATION

PERP PERPENDICULAR

PH PENTHOUSE

PJP PARTIAL JOINT PENETRATION WELD

PL PLATE

PLC PLACE

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST-TENSIONED

PV PHOTOVOLTAICS

PVC POLYVINYL CHLORIDE

R RADIUS

RB RISER BAR

RC REINFORCED CONCRETE

RCMD RECOMMEND

REF REFERENCE

REINF REINFORCE; REINFORCING;

REINFORCEMENT

REQD REQUIRED

REQT REQUIREMENT

S1S SURFACED ONE SIDE

S2S SURFACED TWO SIDES

S4S SURFACED FOUR SIDES

S AMERICAN STANDARD SHAPE; SOUTH

SB SPACER BAR; SUPPORT BAR

SC SLIP CRITICAL

SCC STRUCTURAL CONSULTANT TO

THE CONTRACTOR

SCHED SCHEDULE, SCHEDULED

SDQ SPECIAL DUCTILE QUALITY

SECT SECTION

SEOR STRUCTURAL ENGINEER OF RECORD

SFRS SEISMIC FORCE RESISTING SYSTEM

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SLBB SHORT LEGS BACK-TO- BACK

SOG SLAB ON GRADE

SOSD SLAB ON STEEL DECK

SP SPIRAL

SPC SPACE

SPCG SPACING

SPEC SPECIFICATION

SQ SQUARE

SSL SHORT SLOTTED (HOLES)

STD STANDARD

STIFF STIFFENER

STIRR STIRRUP

STL STEEL

STR STRAIGHT

STRUC STRUCTURAL

SUPT SUPPORT

SW SHEAR WALL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T&R TREAD AND RISER

TBD TO BE DETERMINED

TEMP TEMPERATURE; TEMPORARY

THK THICK; THICKNESS

THRU THROUGH

TOC TOP OF CURB; TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

UB UNIVERSAL BEAM

UBC UNIFORM BUILDING CODE

UC UNIVERSAL COLUMN

UL UNDERWRITERS' LABORATORY, INC.

UNO UNLESS NOTED OTHERWISE

UT ULTRASONIC TEST

V, VERT VERTICAL

VEF VERTICAL EACH FACE

VG VERTICAL GRAIN

VIF VERTICAL INSIDE FACE

VOF VERTICAL OUTSIDE FACE

W WIDE FLANGE; WIDE; WEST

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WH WEEP HOLE

WL WORK LINE

WP WORK POINT, WEB PERPENDICULAR

WPJ WEAKENED PLANE JOINT

WT WEIGHT; STRUCTURAL TEE CUT FROM W SHAPE

WV WEB VERTICAL

WWR WELDED WIRE REINFORCING

YD YARD

SECTION

PLAN

VIEW

FRONT

ELEVATION

WIDE

FLANGE

CHANNEL

ANGLE

DOUBLE

ANGLE

SQUARE OR

RECTANGULAR

HOLLOW

SECTION

CIRCULAR

HOLLOW

SECTION,

PIPE

LLBBSLBB

BACK

ELEVATION

DIAGONAL BRACING ABOVE

(DASHED LINE)

SHEAR CONNECTION

MOMENT CONNECTION

CONCRETE ENCASED

STEEL COLUMN SECTION

COLUMN IN SECTION

SPLICE

HANGER

COLUMN STARTS HERE

COLUMN ENDS HERE

HANGER BELOW FLOOR

MOMENT FRAME CONNECTION

KICKER BRACING

(x INDICATES HIGH POINT WHERE SPECIFIED)

ELEVATOR RAIL SUPPORT POST

SEE "TYPICAL ELEVATOR RAIL

SUPPORT POST" SCHEDULE & DETAILS

RX

RX

FLOOR OR WALL

OPENING

STEEL ROOF DECK

CONCRETE WALL

CONCRETE COLUMN

LIMIT OF SPAN OR

SPAN MARK

DIRECTION OF SPAN

NOTE:

THIS IS A GENERIC

SYMBOL. ACTUAL

SYMBOL USED WILL

VARY DEPENDING

UPON SLAB

CONFIGURATION.

TOP OF SLAB

VERTICAL OFFSET,

IF NOT SHOWN, REFER

TO PLAN

9" GRID LINES

SECTION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SECTION

ELEVATION

STRUCTURAL

ELEVATION RELATIVE

TO PROJECT ELEVATION EARTH

S.3

ELEVATION NUMBER

SHEET NUMBER

EL

EXISTING

ELEMENTS

DETAIL

MATCHLINE

1/S.2A

1/S.2B

ARCHITECTURAL

PROFILE

FUTURE

CONSTRUCTION

GRAVEL

EL [-9"] STRUCTURAL ELEVATION

RELATIVE TO REFERENCE

FLOOR ELEVATION

S.3

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

STAMP

KEY PLAN

C

R e v it

P ro je c t

F ile s \F

D A

-I rv in e S

T R

U C

R

C

K M

K A

.r v t

/1

/2

:4 :1

A

M

B2291.01

GJR

CK

06/20/25

ABBREVIATIONS

AND LEGENDS

FDA IRVINE

S.001

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

ABBREVIATIONS

STEEL MEMBERS

STEEL SYMBOLS

CONCRETE SYMBOLS

MISCELLANEOUS SYMBOLS

DRAWING LIST

DRAWING LIST

SHEET NUMBER SHEET NAME

S.001 ABBREVIATIONS AND LEGENDS

S.002 GENERAL NOTES

S.101 ROOF LEVEL DRAWINGS

S.102 SHED ROOF LEVEL DRAWINGS AND DETAILS

S.601 SECTIONS AND DETAILS

No. Description Date

Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

STAMP

KEY PLAN

C

R e v it

P ro je c t

F ile s \F

D A

-I rv in e S

T R

U C

R

C

K M

K A

.r v t

/1

/2

:4 :1

A

M

B2291.01

GJR

CK

06/20/25

GENERAL NOTES

FDA IRVINE

S.002

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

GENERAL

ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED

OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT

SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE

NOTED ON THE DRAWINGS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO

DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE

APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT

ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED

CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION

AND FIELD USE.

BUILDING CODE

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE

PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE

REFERENCED BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS,

THE BUILDING CODE SHALL GOVERN.

APPLICABLE CODES AND STANDARDS

BUILDING CODE CALIFORNIA BUILDING CODE (CBC), 2022 EDITION

ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE,"

2019 EDITION

RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS,

"SPECIFICATION FOR STRUCTURAL JOINTS USING

HIGH-STRENGTH BOLTS," 2014 EDITION

AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

"SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS," 2016 EDITION

ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS,

"MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA

FOR BUILDINGS AND OTHER STRUCTURES," 2016 EDITION,

INCLUDING SUPPLEMENTS NO. 1, 2, AND 3

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

(ASTM INTERNATIONAL)

AWS A2.4 AMERICAN WELDING SOCIETY, "STANDARD SYMBOLS FOR

WELDING, BRAZING, AND NONDESTRUCTIVE EVALUATION,"

2020 EDITION

AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL

WELDING CODE - STEEL," 2015 EDITION

AWS D1.3 AMERICAN WELDING SOCIETY, "STRUCTURAL

WELDING CODE - SHEET STEEL," 2008 EDITION

AWS D1.4 AMERICAN WELDING SOCIETY, "STRUCTURAL

WELDING CODE - REINFORCING STEEL INCLUDING

METAL INSERTS AND CONNECTIONS IN REINFORCED

CONCRETE CONSTRUCTION," 2018 EDITION

ICC INTERNATIONAL CODE COUNCIL, INTERNATIONAL

CODE COUNCIL - EVALUATION SERVICES (ICC-ES)

IAPMO INTERNATIONAL ASSOCIATION OF PLUMBING AND

MECHANICAL OFFICIALS – UNIFORM EVALUATION

SERVICE (IAPMO-UES)

ANCHORAGE TO HARDENED CONCRETE

ANCHORAGE TO HARDENED CONCRETE SHALL INCLUDE MECHANICAL AND ADHESIVE

ANCHORS OF SIZE, NUMBER, AND SPACING AS SHOWN ON THE DRAWINGS. HOLES SHALL BE

DRILLED AND CLEANED AND ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND AN APPROVED ICC―ES (OR IAPMO-

UES EQUIVALENT) REPORT. INSPECTION AND TESTING SHALL BE PROVIDED IN ACCORDANCE

WITH THE GENERAL NOTES AND THE APPROVED ICC―ES (OR IAPMO-UES EQUIVALENT)

REPORT.

WHERE THE ANCHOR TYPE IS SPECIFIED ON THE DRAWINGS, SUBSTITUTION FOR A

DIFFERENT TYPE OF ANCHORAGE (INCLUDING SUBSTITUTING FOR CAST-IN-PLACE

ANCHORAGE) SHALL NOT BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER.

ACCEPTABLE ANCHORS SHALL HAVE A CURRENT ICC―ES (OR IAPMO-UES EQUIVALENT)

REPORT INDICATING THAT THE ANCHOR IS PERMITTED FOR RESISTING SEISMIC LOADS IN

CRACKED CONCRETE. UNLESS NOTED OTHERWISE, ANCHORS SHALL BE ASTM A36

THREADED ROD OR ASTM A615, GRADE 60 REINFORCING STEEL DOWELS.

WHEN EMBEDMENT IS NOTED ON THE DRAWINGS, THE ANCHOR EFFECTIVE EMBEDMENT

DEPTH SHALL EQUAL OR EXCEED THE NOTED EMBEDMENT DEPTH. WHERE NO EMBEDMENT

IS NOTED ON THE DRAWINGS, THE MINIMUM EFFECTIVE ANCHOR EMBEDMENT DEPTH SHALL

BE 6.5 ANCHOR DIAMETERS, MINIMUM DISTANCE TO THE NEAREST CONCRETE EDGE SHALL

BE 12 ANCHOR DIAMETERS, AND MINIMUM ANCHOR SPACING SHALL BE 8 ANCHOR

DIAMETERS.

HOLES SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOD TO

PRODUCE A HOLE WITH A ROUGH INSIDE SURFACE. CORE DRILLING HOLES IS NOT

PERMITTED. NO STEEL REINFORCEMENT SHALL BE CUT TO INSTALL ANCHORS. THE

ADHESIVE SHALL BE MIXED, APPLIED, AND CURED IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS IN THE ICC―ES (OR IAPMO-UES

EQUIVALENT) REPORT. ALL PLACEMENT AND CURING SHALL BE CONDUCTED WITH

CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREES FAHRENHEIT. ADHESIVE SHALL BE

APPLIED ONLY TO CLEAN, DRY CONCRETE. POSITIVE PROTECTION SHALL BE PROVIDED SO

THAT ANCHORS ARE NOT DISTURBED DURING THE CURING PERIOD. STAINLESS STEEL

ANCHORS SHALL BE USED AT ALL EXTERIOR LOCATIONS AND WHERE SPECIFICALLY

INDICATED ON THE DRAWINGS. DEFECTIVE OR ABANDONED HOLES SHALL BE FILLED WITH

NON-SHRINK GROUT OR AN INJECTABLE ADHESIVE MATCHING THE ADJACENT CONCRETE

COMPRESSIVE STRENGTH. NOTIFY THE STRUCTURAL ENGINEER OF DEFECTIVE OR

ABANDONED HOLES IN WALLS AND COLUMNS. THESE ELEMENTS MAY REQUIRE NON-SHRINK

GROUT WITH A COMPRESSIVE MODULUS OF ELASTICITY MATCHING THAT OF THE ADJACENT

CONCRETE.

STRUCTURAL STEEL

ALL STEEL SHALL CONFORM TO THE FOLLOWING:

W-SHAPES ASTM A992, Fy=50 KSI ASTM A913, Fy=50 KSI

W-SHAPES CALLED OUT ON ASTM A913, Fy=65 KSI PLANS AS (Fy=65 KSI)

ALL ANGLES AND CHANNELS ASTM A36, Fy=36 KSI

UNLESS NOTED OTHERWISE

SQUARE OR RECTANGULAR ASTM A500, GRADE C,

STRUCTURAL TUBE (HSS) Fy=50 KSI

ROUND STRUCTURAL TUBE (HSS) ASTM A500, GRADE C,

Fy=46 KSI

STEEL PIPE DIAMETER LESS ASTM A53, TYPE E OR S,

THAN OR EQUAL TO 12 INCHES GRADE B, Fy=35 KSI

MATERIAL CALLED OUT ON ASTM A36, Fy=36 KSI PLANS AS (Fy=36 KSI)

MATERIAL CALLED OUT ON ASTM A572, Fy=65 KSI PLANS AS (Fy=65 KSI)

ALL OTHER STEEL UNLESS ASTM A572, Fy=50 KSI NOTED OTHERWISE ASTM A588, Fy=50 KSI

GENERAL NOTES FOR STEEL CONNECTIONS SHALL APPLY TO ALL STEEL CONNECTIONS

UNLESS NOTED OTHERWISE.

ALL WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP DRAWINGS

SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT/ENGINEER BEFORE COMMENCING

FABRICATION. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN

CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. DIMENSIONAL TOLERANCE FOR BUILT-

UP MEMBERS SHALL BE PER AWS D1.1.

STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS AT THE MAXIMUM DECK

SPAN LOCATION, UNLESS NOTED OTHERWISE. STEEL BEAMS ARE ORIENTED WITH THE BEAM

WEB VERTICAL, UNLESS NOTED OTHERWISE. HSS ARE ORIENTED WITH THE WIDE FACE

VERTICAL, UNLESS NOTED OTHERWISE. MINIMUM CONNECTIONS SHALL BE A TWO-BOLT

CONNECTION USING HIGH-STRENGTH BOLTS IN SINGLE SHEAR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SELECTION OF

OPTIONAL DETAILS SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, BUT ARE

NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS.

STRUCTURAL STEEL BOLTING

ALL BOLTS 7/8-INCH DIAMETER AND SMALLER SHALL BE GROUP A HIGH-STRENGTH BOLTS AS

DEFINED BY AISC, UNLESS NOTED OTHERWISE.

ALL BOLTS 1-INCH DIAMETER AND LARGER SHALL BE GROUP B HIGH-STRENGTH BOLTS AS

DEFINED BY AISC, UNLESS NOTED OTHERWISE.

EITHER HEAVY HEX OR TENSION-CONTROL BOLTS MAY BE USED AT THE CONTRACTOR’S

OPTION. ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN

ACCORDANCE WITH THE RCSC.

BOLTS DESIGNATED “A307” IN THE DRAWINGS REFER TO ASTM A307 BOLTS. INSTALL A307

BOLTS TO SNUG-TIGHT CONDITION UNLESS NOTED OTHERWISE AND PROVIDE LOCK

WASHERS UNDER NUTS OR SELF-LOCKING NUTS. WHERE A307 BOLTS OCCUR IN SLOTTED

HOLES, PROVIDE WASHERS TO COMPLETELY COVER THE HOLES.

BOLTS DESIGNATED “THRU” IN THE DRAWINGS REFER TO ASTM A307 BOLTS, UNLESS NOTED

OTHERWISE. ALL “THRU” BOLTS ARE INSTALLED TO FINGER-TIGHT REQUIREMENTS UNLESS

NOTED OTHERWISE.

HIGH-STRENGTH BOLT THREADS ARE ALLOWED IN THE SHEAR PLANE EXCEPT WHERE

DESIGNATED “X” IN THE DRAWINGS.

ALL HIGH-STRENGTH BOLTED CONNECTIONS SHALL BE PRETENSIONED, UNLESS NOTED

OTHERWISE. PRETENSIONED AND SLIP-CRITICAL CONNECTIONS MAY USE TURN-OF-NUT

PRETENSIONING, TWIST-OFF-TYPE TENSION-CONTROL BOLT PRETENSIONING, OR DIRECT-

TENSION-INDICATOR PRETENSIONING.

BOLTS IN CONNECTIONS OF BEAM-TO-BEAM/GIRDER MAY BE SNUG-TIGHT, UNLESS

SPECIFICALLY CALLED OUT PRETENSIONED, SLIP-CRITICAL, OR FINGER-TIGHT. SNUG-TIGHT

CONNECTIONS SHALL BE INSTALLED PER THE CRITERIA FOR SNUG-TIGHT BOLTS PER THE

RCSC.

CONNECTIONS (OR JOINTS) DESIGNATED “SC” IN THE DRAWINGS SHALL HAVE BOLTS

INSTALLED TO SLIP-CRITICAL REQUIREMENTS WITH CLASS A FAYING SURFACES.

CONNECTIONS DESIGNATED “SCB” IN THE DRAWINGS SHALL HAVE BOLTS INSTALLED TO SLIP-

CRITICAL REQUIREMENTS WITH CLASS B FAYING SURFACES. WHERE SHIMS OR FILLERS ARE

REQUIRED TO MAKE A SLIP-CRITICAL CONNECTION, A SINGLE PLY FILLER SHALL BE USED

BETWEEN CONNECTING PARTS, UNLESS NOTED OTHERWISE. ALL SURFACES OF FILLERS IN

SLIP-CRITICAL JOINTS SHALL HAVE FAYING SURFACES MATCHING THE DESIGNATED FAYING

SURFACE CLASS.

CONNECTIONS DESIGNATED “FT” IN THE DRAWINGS SHALL HAVE BOLTS INSTALLED TO

FINGER-TIGHT REQUIREMENTS. WHERE FINGER-TIGHT CONNECTIONS ARE NOTED, NUTS

SHALL BE HAND-TIGHTENED AND THEN BACKED OFF ONE-QUARTER TURN. DEFORM THE

BOLT THREADS, PROVIDE A LOCKING NUT, OR PROVIDE A JAMB NUT TO ENSURE THE NUT IS

UNABLE TO BACK OFF FURTHER.

ALL HIGH-STRENGTH BOLTS SHALL HAVE WASHERS INSTALLED PER THE RCSC, UNLESS

NOTED OTHERWISE.

ALL BOLT HOLES SHALL BE STANDARD SIZE, UNLESS NOTED OTHERWISE. CENTER FINGER-

TIGHT BOLTS IN SLOTS AT LONG SLOTS, UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL WELDING

STRUCTURAL STEEL SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS.

ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH

AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD

SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE SHALL

BE 3/16 INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE

DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED.

WHERE NO FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE THE USE OF SHOP AND FIELD WELDS. ALL PARTIAL JOINT PENETRATION

GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS.

FLARE-GROOVE WELDS SHALL BE FILLED FULL TO MAXIMUM EFFECTIVE THROAT USING ANY

OF THE PREQUALIFIED WELDING PROCESSES PER AISC 360-16 TABLE J2.2, UNLESS NOTED

OTHERWISE. FOR BASE METALS WITH MAXIMUM YIELD STRENGTH EQUAL TO 50 KSI, ALL

WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM TENSILE

STRENGTH PER AWS D1.1 (MINIMUM 70 KSI). LOW HYDROGEN SMAW ELECTRODES SHALL BE

STORED IN AN OVEN OR USED WITHIN THE ATMOSPHERIC TIME PERIODS SPECIFIED IN AWS

D1.1 TABLE 5.1, OR SHALL BE REBAKED PER AWS D1.1 CLAUSE 5.3. ELECTRODES SHALL BE

REBAKED NO MORE THAN ONE TIME, AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE

USED.

FILLER METALS FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDED T- AND CORNER

JOINTS WITH BACKING LEFT IN PLACE AND COMPLETE JOINT PENETRATION GROOVE WELDED

SPLICES IN HEAVY SECTIONS AS DEFINED IN AISC 360 A3.1c SHALL HAVE A MINIMUM CHARPY

V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 40 DEGREES FAHRENHEIT.

ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING

PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. ALL WELDING PARAMETERS SHALL BE

WITHIN THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS. WELDING PROCEDURES

SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW PRIOR TO STARTING

FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL

WELDERS AND THE SPECIAL INSPECTOR.

ALL COMPLETE JOINT PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED UPON

COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO 1/4 INCH THICK,

WHICH SHALL BE MAGNETIC PARTICLE TESTED. REDUCTION IN TESTING MAY BE MADE IN

ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE ENGINEER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING

PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TO: REQUIRED ROOT OPENINGS, ROOT

FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS

VALUES, AND TAPERS AND TRANSITIONS OF UNEQUAL PARTS.

SHOP DRAWINGS

SHOP DRAWINGS FOR REINFORCING STEEL, AND STRUCTURAL STEEL SHALL BE SUBMITTED

FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS.

REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL CONCRETE DIMENSIONS NOT SHOWN

ON THE STRUCTURAL DRAWINGS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO

DEVELOP DETAILED SLAB EDGE AND CONCRETE OUTLINE DRAWINGS THAT ARE BASED ON

THE ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS. THE DETAILED EDGE AND

OUTLINE DRAWINGS SHALL BE SUBMITTED FOR REVIEW. SUBMITTED DRAWINGS SHALL

CONTAIN ALL CONCRETE CURBS, FORM OUTLINES, AND EMBEDDED ITEMS. DIMENSIONS AND

OUTLINES DEVELOPED BY THE CONTRACTOR MAY VARY FROM THOSE SHOWN BY THE

ARCHITECT AND ENGINEER AS NECESSARY BASED ON THE DEPENDENCY ON ADJACENT

MATERIALS THAT ARE DETERMINED BY THE CONTRACTOR AND/OR SUPPLIER (EXTERIOR

CLADDING, ELEVATOR EQUIPMENT, FINAL MEP SHAFT SIZES, ETC.). CONCRETE OUTLINES

SHALL BE ADJUSTED AS NECESSARY TO ACCOUNT FOR CONSTRUCTION METHODS. THE

CONCRETE OUTLINE DEVELOPED BY THE CONTRACTOR SHALL NOT MATERIALLY ALTER THE

DESIGN INTENT SHOWN IN THE STRUCTURAL DRAWINGS.

DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD;

THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL

REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF RECORD. THE

CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY

PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.

SUBMITTALS SHALL BE PROVIDED ELECTRONICALLY WHENEVER POSSIBLE AND WILL BE

MARKED AND RETURNED ELECTRONICALLY. WHEN HARD COPY SUBMITTALS ARE REQUIRED,

ONE ORIGINAL AND ONE COPY SHALL BE PROVIDED; THE REPRODUCIBLE COPY WILL BE

MARKED AND RETURNED.

SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.

THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE

TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY

INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY

DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS,

DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND THE

CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING

SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND

SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.

SPECIAL INSPECTION

THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER CBC

SECTION 1705. THIS WORK SHALL BE PERFORMED BY A CERTIFIED SPECIAL INSPECTOR

CERTIFIED TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE

FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE CBC TABLE

ITEMS LISTED BELOW. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR.

SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT,

CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING.

DESCRIPTION (REFER TO

ITEM CBC SECTION 1705) CBC REFERENCE

STRUCTURAL STEEL STRUCTURAL STEEL THAT IS SECTION 1705.2

AND WELDING PART OF THE STRUCTURE.

HIGH STRENGTH SEE SPECIFICATIONS FOR SECTION 1705.2

BOLTING PROCEDURES FOR INSPECTION

AND TESTING.

S.101

36 37 38 39

3B

3C

3B.9

3B.8

3A.8

(E) BM 24"x19" (E) BM 24"x19"

(E

B M

4" x1 9"

(E

B M

4" x1 9"

(E) BM 24"x15"

(E

B M

4" x1 9"

(E

B M

4" x1 9"

(E

B M

4" x1 9"

(E

B M

4" x1 9"

(E

B M

8" x1 5"

(E

B M

8" x1 5"

(E) BM 24"x19"

EXHAUST FAN AND

PREFAB CURBS

PER MEP, (2) LOCS

14"x14" DUCT OPNG AND

METAL CURB PER ARCH,

SEE NOTES 3 & 4

NOTES:

1. EXISTING CONSTRUCTION HAS BEEN ESTABLISHED BASED ON REVIEW OF THE

AVAILABLE RECORD CONSTRUCTION DOCUMENTS FOR THE ORIGINAL BUILDING.

ONLY LIMITED VERIFICATION HAS BEEN PERFORMED.

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO CONFIRM CONFORMANCE

WITH THE DOCUMENTS. THE CONTRACTOR SHALL ALERT THE ARCHITECT WHERE

EXISTING CONDITION IS DIFFERENT FROM WHAT IS SHOWN.

3. CONTRACTOR TO COORDINATE LOCATION OF NEW ROOF SLAB OPENING WITH

ARCHITECTURAL AND MEP DRAWINGS, AND WITH NEW EQUIPMENT.

4. DO NOT OVERCUT CORNERS OF NEW CONCRETE ROOF SLAB OPENING.

(E) EXT WALL

OUTLINE OF ROOM

2309 BELOW

S.601

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

STAMP

KEY PLAN

C

R e v it

P ro je c t

F ile s \F

D A

-I rv in e S

T R

U C

R

C

K M

K A

.r v t

/1

/2

:4 :1

A

M

B2291.01

GJR

CK

06/20/25

ROOF LEVEL

DRAWINGS

FDA IRVINE

S.101

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

ROOF LEVEL - WING THREE - EXISTING FRAMING PLAN

1/8" = 1'-0"7

ROOF LEVEL - WING THREE - PARTIAL FRAMING PLAN

S.102

36 37 38 39

3B.9

3B.8

3A.8

(E) W10x17

(E) W10x17

(E) W10x12

(E) W10x12

(E) W10x12 (E) W10x12

(E) W10x12 (E) W10x12

(E) W10x12 (E) W10x12

(E) W10x17(E) W10x17

(E

W x2

(E

W x2

(E

W x2

(E) W10x17

(E) W10x12

(E) W10x12

(E) W10x12

(E) W10x12

(E) W10x17

11" DIA DUCT OPNG

PER ARCH, TYP

GUY WIRES AT

EXHAUST STACK

PER ARCH, TYP

NOTES:

1. EXISTING CONSTRUCTION HAS BEEN ESTABLISHED BASED ON REVIEW OF THE AVAILABLE RECORD CONSTRUCTION DOCUMENTS FOR THE ORIGINAL BUILDING. ONLY LIMITED VERIFICATION HAS BEEN

PERFORMED.

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO CONFIRM CONFORMANCE WITH THE

DOCUMENTS. THE CONTRACTOR SHALL ALERT THE ARCHITECT WHERE EXISTING CONDITION IS

DIFFERENT FROM WHAT IS SHOWN.

3. CONTRACTOR TO COORDINATE LOCATION OF NEW UPPER ROOF DECK OPENING WITH ARCHITECTURAL

AND MEP DRAWINGS, AND WITH NEW EQUIPMENT.

4. DO NOT OVERCUT CORNERS OF NEW UPPER ROOF DECK OPENING.

5. CONTRACTOR TO INSTALL NEW STEEL FRAMING PRIOR TO CUTTING NEW UPPER ROOF DECK OPENING.

C6x8.2, TYP

S.601

S.601

SIM,

TYP

TYP

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

STAMP

KEY PLAN

C

R e v it

P ro je c t

F ile s \F

D A

-I rv in e S

T R

U C

R

C

K M

K A

.r v t

/1

/2

:4 :2

A

M

B2291.01

GJR

CK

06/20/25

SHED ROOF LEVEL

DRAWINGS AND

DETAILS

FDA IRVINE

S.102

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

SHED ROOF LEVEL - WING THREE - EXISTING FRAMING PLAN

1/8" = 1'-0"7

SHED ROOF LEVEL - WING THREE - PARTIAL FRAMING PLAN

3C

METAL CURB

PER ARCH

EXHAUST FAN

PER MEP

EXHAUST DUCT

PER MEP, TYP

(E) ROOF DECK

GUY WIRE

BRACING, TYP

(E) ROOF SCREEN

(E) CONC

ROOF SLAB

ROOF

HIGH ROOF

S.601

S.601

TYP

3" TYP

(E) ROOF DECK

#8 SMS SCREWS @ 12" OC

PL3/8x3, TYP

(E) WF HIGH

ROOF BM, TYP

CHANNEL

TYP

3/16

3/16

(3) SIDES,

TYP3/16

NOTES:

1. INSTALL CHANNEL TIGHT TO UNDERSIDE OF EXISTING DECK. PROVIDE SHIMS AS REQUIRED.

2. ALL CHANNELS AND PLATES TO BE GALVANIZED OR TO RECEIVE PROTECTIVE HIGH

PERFORMANCE COATING. REMOVE GALVANIZING OR PAINT AT FIELD WELDS, AND REPAIR

AFTER WELDING WITH GALVANIC PAINT OR APPROVED HIGH PERFORMANCE COATING.

3. ALL FASTENERS TO BE GALVINZED OR STAINLESS STEEL.

DUCT BY MEP

UNISTRUT

(E) STUD WALL

NOTES:

1. ALL FITTINGS, FASTENERS, BOLTS AND CONNECTORS

TO BE GALVANIZED OR STAINLESS STEEL.

SECTION

DUCT BY MEP

UNISTRUT P1026 ADJUSTABLE

HINGE W/ (2) 1/2" DIA BOLTS, ES

UNISTRUT P1354

ADJUSTABLE HINGE W/

(4) 1/2" DIA BOLTS, EA END

UNISTRUT P1000 HORIZ BRACE

UNISTRUT P1000

1/4" SMS SCREW AT

EA STUD, (4) MIN

(E) STUD WALL

14GA x 2" WIDE

GALVANIZED SHEET

METAL COLLAR STRAP

1/2" DIA BOLT, TYP

(± 10 DEG)45°

1' -6

M

A X

M

AX

HSS3x3x3/16

GALVANIZED

3/16" PRESTRETCHED

GALVANIZED AIRCRAFT

CABLE 7x19

STRAND CORE

UNISTRUT P1843

ADJUSTABLE HINGE

(E) DECK

(E) WF HIGH

ROOF BM

CAP PL3/8

GALVANIZED

DUCT

BY MEP

3/16

1/8

1/8

NOTES:

1. ALL FITTINGS, FASTENERS, BOLTS AND CONNECTORS

TO BE GALVANIZED OR STAINLESS STEEL.

2. REMOVE GALVANIZING AT FIELD WELDS, AND REPAIR

AFTER WELDING WITH GALVANIC PAINT.

3. IN LIEU OF STAINLESS STEEL SCREWS, DUCT COLLAR

CAN BE WELDED TO DUCT AT CONTRACTOR'S OPTION.

P E

R M

E P 14 GA x 2" WIDE S316

STAINLESS STEEL SHEET

METAL COLLAR STRAP

SECTION

DUCT BY MEP

AIRCRAFT

CABLE, TYP

SHEET METAL

COLLAR

#8 SELF TAPPING S316

STAINLESS STEEL SCREWS,

SEE NOTE 3, TYP

The Miller Hull Partnership, LLP Architecture and Planning

Polson Building 71 Columbia, Sixth Floor Seattle, WA 98104

Phone: 206.682.6837

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

STAMP

KEY PLAN

C

R e v it

P ro je c t

F ile s \F

D A

-I rv in e S

T R

U C

R

C

K M

K A

.r v t

/1

/2

:4 :2

A

M

B2291.01

GJR

CK

06/20/25

SECTIONS AND

DETAILS

FDA IRVINE

S.601

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

1/2" = 1'-0"7

SECTION

1 1/2" = 1'-0"11

SECTION

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

DETAIL

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

DETAIL

DI

DO

AI

AO

CT

AI

DP

MD

HS

DP

P

SD

T

TPI

VFD

ECM

H

FS

SP

CONTROL DIAGRAM SYMBOLS LIST

SYMBOLS

ANALOG INPUT

ANALOG OUTPUT

ELECTRIC CURRENT TRANSMITTER

DIRECT DIGITAL CONTROL

DIGITAL INPUT

DIGITAL OUTPUT

DIFFERENTIAL PRESSURE SENSOR

HIGH STATIC PRESSURE SENSOR

MOTOR STARTER

MOTORIZED DAMPER

PRESSURE SENSOR

SMOKE DETECTOR

TEMPERATURE SENSOR/ROOM THERMOSTAT

THIRD PARTY INTERFACE (BACNET)

VARIABLE FREQUENCY DRIVE

DDC

M/S

ABBREVIATIONS

AFMS AIR FLOW MEASURING STATION

AI ANALOG INPUT

AO ANALOG OUTPUT

BMS/BAS BUILDING MANAGEMENT SYSTEM

CO CARBON MONOXIDE SENSOR

CO2 CARBON DIOXIDE SENSOR

CT ELECTRIC CURRENT TRANSMITTER

DDC DIRECT DIGITAL CONTROL

DI DIGITAL INPUT

DO DIGITAL OUTPUT

DP PRESSURE SENSOR

EA EXHAUST AIR

ECM ELECTRONICALLY COMMUTATED MOTOR

EF EXHAUST FAN

HS HIGH STATIC

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

M MOTORIZED

MAU MAKE UP AIR UNIT

M/S MOTOR STARTER

MD MOTORIZED DAMPER

OA OUTSIDE AIR

P PRESSURE SENSOR

PPM PARTS PER MILLION

RA RETURN AIR / RELIEF AIR

RF RETURN FAN / RELIEF FAN

SA SUPPLY AIR

SF SUPPLY FAN OR SQUARE FOOT

SD SMOKE DETECTOR

T TEMPERATURE SENSOR

/ ROOM THERMOSTAT

TPI THIRD PARTY INTERFACE

VFD VARIABLE FREQUENCY DRIVE

ELECTRONICALLY COMMUTATED MOTOR

NETWORK

BACNET COMMUNICATION LINE

WITH DEVICE / CONTROLLER

ROOM / DUCT RELATIVE HUMIDITY

SENSOR / TRANSMITTER

FLOW SWITCH

SPACE PRESSURE SENSOR

FLOW METER

GENERAL SHEET NOTES

A. PROVIDE ALL THIRD PARTY BACNET INTERFACES WHERE NOT PROVIDED BY EQUIPMENT

MANUFACTURER.

B. SEE ELECTRICAL DRAWINGS FOR 120 VOLT JUNCTION BOXES FOR POWER SUPPLY. PROVIDE

ADDITIONAL 120V POWER SUPPLY AS REQUIRED, AND PROVIDE 120V TO 24V TRANSFORMERS

FOR LOW VOLTAGE CONTROL POWER. PROVIDE 24V POWER TO ALL CONTROL DEVICES.

PROVIDE CONTROL WIRING PER DIV. 23 & 26 SPECIFICATIONS. PROVIDE PLENUM RATED

CABLE ABOVE REMOVABLE TILE CEILING, AND RACEWAY ABOVE HARD LID CEILINGS.

C. PROVIDE 120V POWER FOR AIRFLOW MEASURING STATIONS, LARGE VALVES, AND BMS

CONTROL SYSTEMS INCLUDING ALL PANELS. FOLLOW DIV. 26 SPECIFICATIONS FOR PRODUCTS

AND INSTALLATION RELATED TO 120V POWER DISTRIBUTION. PROVIDE EMERGENCY POWER

FOR ASSOCIATED BMS CONTROLLERS AND TERMINAL UNITS WHERE AHU IS ON EMERGENCY

POWER.

D. PROVIDE COMMUNICATION WIRING AND CONNECT TO THE BUILDING AND/OR

CAMPUS' IP NETWORK.

E. CONTROL DIAGRAMS, SEQUENCES, AND SPECIFICATIONS ARE PERFORMANCE BASED.

PROVIDE FINAL SEQUENCES, POINT LIST, TRENDING LIST, CONTROL DIAGRAMS, AND

ARCHITECTURAL RISER DIAGRAMS (SEE SPECIFICATIONS).

F. PROVIDE FLOOR LEVEL AND BUILDING LEVEL CONTROLLERS, AS NEEDED.

G. MODIFY ADJUSTABLE SETPOINTS DURING FUNCTIONAL TESTING AND COMMISSIONING

STAGE FOR PROPER SYSTEMS' OPERATION.

FE FLOW ELEMENT

TT TEMPERATURE TRANSMITTER

The Miller Hull Partnership, LLP Architecture and Planning

Point Loma Marina 4980 North Harbor Drive, Suite 100 San Diego, CA 92106

Phone: 619-220-0984

Issue Date:

Kevin Carpenter

SHEET

Drawn:

Checked:

M|H Proj No.:

REVISIONS

SUBMITTAL

STAMP

KEY PLAN

Exp: 06/30/26

C

R e v it L o c a l F ile s \F

D A

-I R

V

IE

I- M

R je s u s rS

P D

B B

.r v t

/7

/2

:1 :3

P

M

A21.0030.01

SCH

JR

06/20/25

SYMBOL &

NOTES -

MECHANICAL

FDA IRVINE

M.001

BID SET

JUNE 20, 2025

19701 Fairchild Rd, Irvine, CA 92612

RM 2309

EXHAUST

DESIGN

GENERAL MECHANICAL NOTES

M.001 SYMBOL & NOTES - MECHANICAL

M.101 FLOOR PLANS -…