Final Drawings.pdf

OLD CUTLER RD

S W

0T

H A

V E

SW GUADALAJARA ST

DEERING BAY DR

S W

S T S

T R

E E

T

DADELAND

O L D

C U

T L E

R R

D

PINECREST

RICHMOND

HEIGHTS

US-1

F L

A T

P K

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

GI000

COVER SHEET

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

N

BUILDING 63 ENVELOPE AND HVAC MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL AND

PLANT HEALTH INSPECTION SERVICE (APHIS)

FINAL IFC SUBMITTAL

2026.07.31

OLD CUTLER ROAD

CORAL GABLES, FL 33158

SITE MAP

PROJECT SITE

VICINITY MAP

OWNER

USDA APHIS

13601 OLD CUTLER ROAD

MIAMI, FL 33158

PROJECT TEAM

MECHANICAL, PLUMBING,

& ELECTRICAL

CLARK NEXSEN

3920 ARKWRIGHT ROAD, SUITE 385

MACON, GA 31210

T: 478.743.8415

ARCHITECT

CLARK NEXSEN

3920 ARKWRIGHT ROAD, SUITE 385

MACON, GA 31210

T: 478.743.8415

STRUCTURAL ENGINEER

CLARK NEXSEN

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

T: 757.455.5800

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI002 BUILDING CODE SUMMARY

GI003 PHASING PLAN & GENERAL PROJECT SYMBOLOGY

GI101 LEVEL 1 LIFE SAFETY PLAN

STRUCTURAL

S-001 STRUCTURAL NOTES, LEGEND AND ABBREVIATIONS

SF101 ROOF FRAMING PLAN AND DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL LEGEND, NOTES AND ABBREVIATIONS

AE101 LEVEL 1 FLOOR PLAN

AE111 REFLECTED CEILING PLANS

AE121 ROOF PLANS

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

PROJECT SITE

SHEET INDEX

SHEET

NUMBER SHEET NAME

MECHANICAL

M-001 MECHANICAL LEGEND

MD101 MECHANICAL DEMOLITION PLANS

MH101 MECHANICAL PLANS

MH102 MECHANICAL ROOF PLAN

M-501 DETAILS

M-601 SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

M-804 CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS

ED101 ELECTRICAL DEMOLITION PLAN

EG101 LIGHTNING PROTECTION PLAN

EG501 LIGHTNING PROTECTION DETAILS

EL101 LIGHTING PLANS

EL501 LIGHTING DETAILS & LUMINAIRE SCHEDULE

EP101 POWER PLANS

EP601 PANELBOARD SCHEDULES & ENLARGED PLANS

EP701 POWER RISER DIAGRAM

USDA CONTRACT NUMBER:12639521D0050

CONTRACT MODIFICATION: P00001

2026.07.30 13:51:49-04'00'

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

GI002

BUILDING CODE SUMMARY

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

2023 FLORIDA BUILDING CODE

CODE SUMMARY

Name of Project: ___________________________________________________________ Address:_____________________________________________________Zip Code:_____ Proposed Use:______________________________________________ Owner/Agent:____________________Phone #:___________Email:__________________

LEAD DESIGN PROFESSIONAL: __________________________________________

Code Enforcement Jurisdiction:

Designer Architectural

2023 FLORIDA BUILDING CODE:

EXISTING:

CONSTRUCTED: (date)_____________ RENOVATED: (date)_______________

BASIC BUILDING DATA

Civil

Electrical

Fire Alarm

Plumbing

Mechanical

Sprinkler-Standpipe

Structural

Retaining Walls >5'

Landscape Arch.

Non-Combustible Construction Type: I-B

Sprinklers:

Standpipes:

Fire District:

Building Area (502.1):

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUBTOTAL

4th Floor 3rd Floor 2nd Floor

Basement

TOTAL

ALLOWABLE AREA

Primary Occupancy:

Assembly (303) Business (304) Educational (305) Factory (306) High-Hazard (307) Institutional (308)

Mercantile (309) Residential (310) Storage (311)

Special Uses (Ch 4):

Mixed Occupancy:

Incidental Use Separation (509) This separation is not exempt as a Non-Separated Use (see exceptions) Non-Separated Mixed Use (508.3.)

Separated Mixed Use (508.4) - See below for area calculations

Actual Area of Occupancy A Allowable Area of Occupancy A

Actual Area of Occupancy B Allowable Area of Occupancy B

≤ 1

≤ 1.00=

STORY

NO. AND

PRIMARY

OCCUPANCY

FLOOR

DESCRIPTION

AND USE(S)

BLDG AREA

PER STORY

(ACTUAL)

ALLOWABLE

AREA FROM

TABLE 506.2

FRONTAGE

INCREASE

TOTAL

ALLOWABLE

AREA

ALLOWABLE

BUILDING

AREA

506.2.1-506.2.4

New Construction

FIRE PROTECTION REQUIREMENTS

ALLOWABLE HEIGHT

ALLOWABLE

BUILDING HT.

(TABLE 504.3)

* Indicate section number permitting reduction

LIFE SAFETY SYSTEM REQUIREMENTS

Emergency Lighting: (1008) Exit Signs: (1013) Fire Alarm: (907, NFPA 72)

Smoke Detection Systems: (907) Panic Hardware: (1010.1.10)

THERMAL ENVELOPE

Method of Compliance:

Roof/Ceiling Assembly (each assembly)

Exterior Walls (each assembly)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Floors slab on grade (each assembly)

Addition Upfit Alteration - Level:

II-B III-B V-B

I-A II-A III-A V-AIV

No Partial Yes NFPA 13 NFPA 13R NFPA 13D No Yes Class I Class II Class III Wet Dry

No Yes Flood Hazard Area: No Yes

I-1 I-2 I-3

A1 A2 A3

F-1 Moderate F-2 Low

H-1 Detonate H-2 Deflagrate

I-4

H-3 Combust H-4 Health H-5 HPM

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High-Piled

Utility/Misc. (312)

No Yes Separation: _____ Hr Exception: _____________

City/County Private State StateCity _____________ County _________

No Yes No Yes No Yes

No Yes No Yes

Prescriptive (Energy Code)

Performance (Energy Code)

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________ Skylights in each assembly ___________________________________________

U-Value of skylight ___________________________________________ Total square footage of skylights in each assembly _____________________

Fenestration U-Value of assembly ___________________________________________

SHGC ___________________________________________

Projection factor ___________________________________________ Low-E ___________________________________________

Door U-Value ___________________________________________

Horizontal / vertical requirement ______________________________________ Slab heated ____________________________________________________

Firm Name Lic. # EmailPhone #

I-2/I-3 Condition: 1 2 3 4 5

A4 A5

Partial ____

Accessory Occupancies:

S-2 Parking Garage: Open Enclosed Repair Garage

Incidental Uses Furnace room where any piece of equipment is over 400,000 Btu per hour input Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower Refrigerant machine room Hydrogen cut off rooms, not classified as Group H Incinerator rooms Paint shops, not classified as Group H, located in occupancies other than Group F In Group E occupancies, laboratories and vocational shops not classified as Group H.

Laundry rooms over 100 square feet

Group I-3 cells and Group I-2 patient rooms equipped with padded surfaces In Group I-2, physical plant maintenance shops

Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons for flooded lead-acid, nickel cadmium or VRLA, or more than 1,000 pounds for lithium-ion and lithium metal polymer used for facility standby power, emergency power or uninterrupted power supplies

(Table 509):

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #: ______________________

Fire and/or smoke rated wall locations (Chapter 7) Assumed and real property line locations Exterior wall opening area with respect to distance to assumed property lines (705.8) Existing structures within 30' of the proposed building Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.2) Occupant loads for each area Exit access travel distance (1016) Common path of travel distances (1014.3 & 1028.8) Dead end lengths (1018.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accomodate based on egress width (1005.1) Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation Location of doors with panic hardware (1008.1.10) Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) Location of doors with electromagnetic egress locks (1008.1.9.8) Location of doors equipped with hold-open devices Location of emergency escape windows (1029) The square footage of each fire area (902) The square footage of each smoke compartment (407.4) Note any code exceptions or table notes that may have been utilized regarding the items above

ACCESSIBLE PARKING

LOT OR

PARKING AREA

TOTAL # OF

PARKING

SPACES

# OF ACCESSIBLE SPACES PROVIDED

STANDARD WITH

5' ACCESS AISLE 8' ACCESS AISLE

TOTAL #

ACCESSIBLE

PROVIDED

TOTAL

(SECTION 1106)

Climate Zone:

Prescriptive (ASHRAE 90.1)

Performance (ASHRAE 90.1)

USDA - APHIS - Agricultural Research Service (ARS) Building #63 Envelope & HVAC

Old Cutler Road, Coral Gables, Florida

Laboratory & Office

Xiangbing Yang (305) 278-4881 xianbing.yang@usda.gov

Clark Nexsen . (828) 232-0608 croberson@clarknexsen.com

N/A

Clark Nexsen

Clark Nexsen

Clark Nexsen 5B

33158

GI002

36,000

6,304Lab/StorageLevel 1 - B

CLARK NEXSEN, INC.

N/A

ORIGINAL USE(S)________________________

CURRENT USE(S)________________________

PROPOSED USE(S)_______________________

Owned By:

Type of Construction:______

60'

THIS SECTION REQUIRED TO BE COMPLETED FOR ALL PROJECTS

Life safety systems generator: (2702) No Yes

11' ACCESS AISLE

VAN SPACES WITH:

6,304

7.5'

Smoke Barrier Separation**

Party/Fire Wall Separation

Corridor Ratings (1020.1)

Other

Interior

South

West

East

North

N on be ar in g

Interior

South

West

East

North

Primary Structural Frame

Building Element Rating

Required Provided Reduct*

FIRE RATED CONSTRUCTION SCHEDULE

Exit/Elevator

W al ls a nd

E xt er io r E xt er io r

Fire Sep. Dist: ___

Detail # &

Sheet #

Assembly

Design #

Penetration

Design #

Joint

Design #

Shaft Enclosures (713)

P ar tit io ns

B ea rin g

W al ls a nd P ar tit i o ns

Horizontal

VerticalOccupancy

Separation (508.4)

Horizontal

VerticalTenant/Unit

Separation (708.1)

Supporting Structure

Roof Construction

Supporting Structure

Floor Construction

Roofs

Horizontal

VerticalIncidental Use

Separation (509.4)

Floors Above Grade

N/A Completed

Laboratory & Office

Laboratory & Storage

Clark Nexsen

1st Floor

6,304

XX+XX+XX=XX

36,000 36,000N/A

** FIRE PROTECTION SCHEDULE NOTES:

1. EXISTING CORRIDOR SMOKE PARTITIONS NOT WITHIN SCOPE OF WORK.

2. TYPICAL INTERIOR PARTITIONS ARE NOT REQUIRED TO BE RATED.

Voice Communication System: (907) No Yes

Attic insulation = R-38 (R-38 minimum req)

N/A

N/A

N/A

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

No

N/A - Existing assembly

Clark Nexsen

In Group I-2 occupancies, laboratories not classified as Group H.

In ambulatory care facilities, laboratories not classified as Group H.

In Group I-2, laundry rooms over 100 square feet

In ambulatory care facilities or Group I-2 occupancies, waste and linen collection rooms with containers that have an aggregate volume of 10 cubic feet or greater In other than ambulatory care facilities or Group I-2 occupancies, waste and linen collection rooms over 100 square feet In ambulatory care facilities or Group I-2 occupancies, storage rooms greater than 100 square feet

PLANNED

BUILDING HT.

32'

Non-Sprinklered (NS)

Sprinklered NFPA 13 (S)

Sprinklered NFPA 13R (S13R)

ALLOWABLE

NO. OF STORIES

(TABLE 504.4)

PLANNED

NO. OF STORIES

Assembly (303) Business (304) Educational (305) Factory (306) High-Hazard (307) Institutional (308)

Mercantile (309) Residential (310) Storage (311)

I-1 I-2 I-3

A1 A2 A3

F-1 Moderate F-2 Low

H-1 Detonate H-2 Deflagrate

I-4

H-3 Combust H-4 Health H-5 HPM

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High-Piled

Utility/Misc. (312)

I-2/I-3 Condition: 1 2 3 4 5

A4 A5

S-2 Parking Garage: Open Enclosed Repair Garage

T A

B L

E

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

5th Floor

Actual Area of Occupancy C Allowable Area of Occupancy C

Area =

Laboratory & Office

Unknown

Combustible Construction Type:

Basement: No YesBuilding Height: ____14' Number of Stories: ____1

Wood trusses with asphalt shingles (add alt. for standing seam metal)

+30'

+30'

N/A -- -- -- --

Clark Nexsen

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

Existing concrete slab on grade

N/A - Existing assembly

(Queuing area only)

N/A

N/A

N/A

0 6,304

N/A

N/A

N/A

N/A

N/A

6,304

0&2

N/A

0&2

Peter Allen 79457 (757) 961-7878 pallen@clarknexsen.com

Christopher Born 65399 (757) 961-7933 cborn@clarknexsen.com

Wade Williams 79612 (478) 743-8415 wwilliams@clarknexsen.com

Wade Williams 79612 (478) 743-8415 wwilliams@clarknexsen.com

James Dinkler 99966 (757).961-7705 james.dinkler@clarknexsen.com

Addition Change of use I II III

N/A

Special Provisions (Ch 5): N/A

+30'

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

NOTE: ALL PARKING IS EXISTING - NO NEW PARKING

PLUMBING FIXTURE REQUIREMENTS

LEVEL 1 - B OCC.

USE

QTY PROVIDED:

WATER CLOSETS

OR URINALS

MALE FEMALE

LAVATORIES

MALE FEMALE

SHOWERS

/ TUBS

TOTAL REQUIRED:

DRINKING

FOUNTAINS

SERVICE

SINKS

CLOTHES

WASHER

CONNECT.

0 0101111

NOTE 1

SEE NOTE 1

PLUMBING FIXTURE TABLE NOTES:

1. ALL PLUMBING FIXTURE ARE EXISTING TO REMAIN.

SEE NOTE 1

NOTE 1

ENERGY CODE REQUIREMENTS

1A

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A - Existing assembly

N/A

Federal

STORY

NO.

PROPOSED USE USE TYPE

TBL 1004.5

AREA NET/GROSS

AREA

NO. OF

OCCUPANTS

BusinessLaboratory1

150 Gross

1,762BusinessOffice 150 Gross

SF/PER OCC.

TBL 1004.5

OCCUPANT LOADS

STORY OCC.

LOAD

TOTAL BUILDING OCCUPANT LOAD:

Christopher Born 65399 (757) 961-7933 cborn@clarknexsen.com

Chadwick Roberson

EXISTING WD TRUSSES W/ METAL PANELS ON CONT. INSULATION

R20 CONTINUOUS INSULATION ABOVE DECK

2026.07.30 13:51:50-04'00'

DETAIL / PLAN NUMBER

SHEET WHERE SHOWN

ELEVATION DATUM

+12'-0"

FIRST FLOOR

ROOM DESIGNATION

PLAN TITLE AND

NORTH ARROW

ELEVATION NUMBER

SHEET WHERE SHOWN

SECTION NUMBER

SHEET WHERE SHOWN

1E1

EXISTING COLUMN GRID LINE

A1

DETAIL NUMBER

SHEET NUMBER REFERENCE NOTED IN GENERAL NOTES ON SHEET

BUILDING

SHEET WHERE SHOWN

SECTION NUMBER

NAME

SCALE:

A1

NAME

SCALE:

TRUE NORTH INDICATOR

PLAN NORTH INDICATOR

ROOM NAME

BUILDING

A1

AE301

A1

AE201

A1

AE402

A1

AE301

A1

AE311

ADDITIONAL ID INFO

IF USED

VIEW REFERENCE

DETAIL /

ENLARGED PLAN

EXTERIOR

ELEVATION

BUILDING SECTION

DETAIL / WALL

SECTION

DETAIL SECTION

DETAIL, SECTION,

ELEVATION TITLE

REVISION TAG

DEMOLITION KEYNOTENEW WORK KEYNOTE

945 SF

LAB 1

508 SF

OFFICE

207 SF

OFFICE

221 SF

OFFICE

115 SF

CORRIDOR

291 SF

LOUNGE

225 SF

CORRIDOR

527 SF

CORRIDOR

455 SF

LAB 4

460 SF

LAB 3

178 SF

STORAGE

617 SF

MECHANICAL

74 SF

ELECTRICAL

458 SF

LAB 2

103 SF

CORRIDOR

INTERIOR PHASE 1

MAINTAIN FREE EGRESS AT ALL

TIMES BUILDING IS OCCUPIED

UNDISTURBED OCCUPIED AREA:

PROTECT FROM DUST, DEBRIS, DIRT,

AND NOISE INFILTRATION

INTERIOR PHASE 2

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

GI003

PHASING PLAN & GENERAL

PROJECT SYMBOLOGY

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

GENERAL PROJECT SYMBOLOGY

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

A1

PHASING PLAN

1. GENERAL PHASE EXECUTION:

A. EACH PHASE AS INDICATED ON THE PHASING PLAN SHALL

ENCOMPASS ALL REQUIRED TRADES AND ACTIVITIES, INCLUDING

MOBILIZATION, DEMOBILIZATION, FROM THE SPECIFIC WORK AREA,

INSTALLATION AND REMOVAL OF TEMPORARY SYSTEMS, SELECTIVE

DEMOLITION, NEW CONSTRUCTION, TESTING, BALANCING,

COMMISSIONING, AND ACCEPTANCE.

B. ALL WORK WITHIN A PHASE, INCLUDING THE SUBMITTAL AND

APPROVAL OF ALL TEST REPORTS, PUNCH LIST, AND ACCEPTANCE

SHALL BE FULLY COMPLETED BEFORE COMMENCEMENT OF THE

SUBSEQUENT PHASE.

C. REPLACEMENT OF ELECTRIC DUCT HEATERS, LIGHTING FIXTURES,

DUCTWORK (INCLUDING INSULATION AND BALANCING DAMPERS),

AND CEILING SYSTEMS SHALL BE PERFORMED DURING THE PHASE

IN WHICH THEY LOCATED AS INDICATED ON THE PHASING PLAN.

D. PROVIDE A 21 DAY MINIMUM BUFFER BETWEEN CONSTRUCTION

PHASES IN THE PROJECT SCHEDULE. COORDINATE MOVE-IN AND

MOVE-OUT DATES TO ALLOW USDA PERSONNEL SUFFICIENT TIME

TO RELOCATE LABORATORY FURNITURE, EQUIPMENT & MATERIALS.

2. UTILITY/ BUILDING SERVICES OUTAGE COORDINATION AND NOTICE:

A. THIS PROJECT OCCURS WITHIN AN ACTIVE, OCCUPIED FACILITY.

PRIORITIZE PLANNING TO MINIMIZE OUTAGE DURATIONS AND LIMIT

OUTAGE-RELATED WORK DURING NORMALLY UNOCCUPIED HOURS

TO THE GREATEST EXTENT PRACTICAL.

B. COORDINATE ALL UTILITY & SYSTEM OUTAGES DIRECTLY WITH THE

BUILDING USERS.

C. PROVIDE MINIMUM 14 CALENDAR DAY ADVANCED WRITTEN NOTICE

PRIOR TO ANY OUTAGE.

3. BUILDING CONTROLS REPLACEMENT:

A. REPLACEMENT OF THE DIRECT DIGITAL CONTROL (DDC) SYSTEM,

INCLUDING ASSOCIATED WORK OCCURRING IN OCCUPIED

LABORATORY SPACES (E.G., VAV BOX CONTROLS, EXHAUST FAN

VFDS), MAY BE PERFORMED AT ANY TIME, PROVIDED THE EXISTING

DDC SYSTEM REMAINS FULLY ONLINE AND OPERATIONAL UNTIL THE

NEW BACNET CONTROL SYSTEM IS INSTALLED, TESTED, AND FULLY

OPERATIONAL.

B. MAINTAIN BUILDING ENVIRONMENTAL CONDITIONS DURING ALL

PORTIONS OF WORK.

C. COORDINATE WITH CHILLER REPLACEMENT SCOPE.

4. CHILLER REPLACEMENT:

A. REMOVAL AND REPLACEMENT OF THE EXISTING AIR-COOLED

CHILLER AND ASSOCIATED CHILLED WATER PUMPS SHALL BE

PERFORMED IN CONJUNCTION WITH BUILDING CONTROLS

REPLACEMENT.

B. SCHEDULE WORK AND COORDINATE TO MINIMIZE DOWNTIME AND

ENSURE SEAMLESS SYSTEM INTEGRATION UPON STARTUP.

5. REFER TO SPECIFICATION SECTION 074113.16 FOR ROOF

REPLACEMENT SEQUENCE REQUIREMENTS.

6. EGRESS REQUIREMENTS:

A. MAINTAIN BUILDING EGRESS DURING ALL TIMES BUILDING IS

OCCUPIED.

B. COORDINATE PERIODS OF EGRESS DISRUPTIONS WITH

GOVERNMENT AND PROVIDE 14 CALENDAR DAY MINIMUM NOTICE

PRIOR TO ANY CLOSURE.

GRAPHIC SCALE(S)

PHASING SEQUENCE & GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

2026.07.30 13:51:50-04'00'

UP

EGRESS TRAVEL PATH

DOOR TAG. REFER TO LIFE SAFETY

EGRESS DOOR SCHEDULE.

STAIR TAG. REFER TO LIFE SAFETY

EGRESS STAIR SCHEDULE

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

FEC

SPACE AREA

SPACE NAME

OCCUPANT LOAD (PEOPLE)

PATH ID

FEB

SPACE NAME

9,876 SF 385 OCC

101A

A1

6,304 SF

BUSINESS

43 OCC

BUSINESS

AREAS

112' - 10"

PATH A

117' - 2"

PATH B

115A

1. ALL FIRE EXTINGUISHERS ARE EXISTING AND ARE NOT AFFECTED BY THE

SCOPE OF WORK.

2. RATED WALLS AND PARTITIONS REQUIRED TO HAVE PROTECTED

OPENINGS SHALL BE PERMANENTLY STENCILED EVERY 10'-0" ABOVE THE

CEILING OR CONCEALED SPACE.

EXAMPLE:

• 1-HOUR RATED BARRIER - PROTECT ALL OPENINGS

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

GI101

LEVEL 1 LIFE SAFETY PLAN

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

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

FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY - EXISTING OCCUPANT CALCULATION

LEVEL PATTERN FUNCTION OF SPACE

SF PER

PERSON OCCUPANCY SF TYPE AREA

*NUMBER OF

OCCUPANTS

FINISH FLOOR BUSINESS AREAS 150 GROSS 6,304 SF 43

FIRST FLOOR TOTALS: 6,304 SF 43

LIFE SAFETY - EXISITNG EGRESS DOOR SCHEDULE

DOOR NO.

CLEAR EGRESS

WIDTH PROVIDED

EGRESS WIDTH

FACTOR

OCCUPANT LOAD

MAX PROVIDED REQUIRED

FINISH FLOOR

114 32" 0.15 213 23

115 32" 0.15 213 22

115A 32" 0.15 213 11

(SB)

SMOKE BARRIER (SB), SMOKE PARTITION

(SP), OR PARTITION CAPABLE OF

RESISTING THE PASSAGE OF SMOKE (S)

FOUR HOUR FIRE RATING

THREE HOUR FIRE RATING

TWO HOUR FIRE RATING

ONE HOUR FIRE RATING

ONE HALF HOUR FIRE RATING

* NUMBER OF OCCUPANTS IS AN AGGREGATE AND IS A RESULT OF ROUNDING UP INDIVIDUAL AREAS

GRAPHIC SCALE(S)

GENERAL NOTES

LIFE SAFETY PLAN SYMBOLS LEGEND

RATED PARTITIONS LEGEND

1/8" = 1' - 0"

2026.07.30 13:51:51-04'00'

DS

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AB ANCHOR BOLT

AFF ABOVE FINISHED FLOOR

AHR ANCHOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BD BAR DIAMETER

BOC BOTTOM OF CONCRETE

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOSL BOTTOM OF SLAB

BRG BEARING

CFS COLD-FORMED STEEL

CJ SLAB CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

DCJ DOWELED CONSTRUCTION JOINT

DIA, Ø DIAMETER

DN DOWN

DWG(S) DRAWING(S)

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

ES EACH SIDE

EW EACH WAY

FFE FINISHED FLOOR ELEVATION

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FS FAR SIDE

FTG FOOTING

GA GAGE

GALV GALVANIZED

HORIZ HORIZONTAL

HS HIGH STRENGTH

JBE JOIST BEARING ELEVATION

KSI KIPS PER SQUARE INCH

KIP (k) 1000 LBS

LBS POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MOW MIDDLE OF WALL

NIC NOT IN CONTRACT

No. NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER STRIP

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCING

REQD REQUIRED

SCHED SCHEDULE

SD SLAB DEPRESSION

SF STEPPED FOOTING

SIM SIMILAR

SJ SLAB SAWED (CONTRACTION) JOINT

SL SLOPE(D)

SOG SLAB-ON-GRADE

STD STANDARD

SWP SHEAR WALL PANEL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOGB TOP OF GRADE BEAM

TOM TOP OF MASONRY

TOS TOP OF STEEL

TS THICKENED SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

WP WORKING POINT

WWR WELDED WIRE REINFORCEMENT

SLOPE DIRECTION

BRICK

CONCRETE

EARTH FILL

CONCRETE MASONRY UNIT (CMU)

POROUS FILL

INDICATES ELEVATION

REFERENCED TO FINISHED

FIRST FLOOR

DECK SPAN

KEYED CONSTRUCTION NOTE

COLUMN REFERENCE LINE

(CENTERLINE OF COLUMN)

SPOT ELEVATION

WALL TYPE

GROUT

SLAB DEPRESSION

DN

X

WX

CHANGE IN SLAB ELEVATION

STRUCTURAL LEGEND

SYMBOL DESCRIPTION

1. COORDINATE STRUCTURAL WORK WITH COMPLETE CONTRACT DOCUMENTS AND REPORT

DISCREPANCIES TO THE STRUCTURAL ENGINEER OF RECORD. COORDINATE THE WORK OF OTHER

TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, PRINCIPAL OPENINGS, DEPRESSIONS, EQUIPMENT PADS, HANGERS, AND ANCHORS.

2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE OWNER’S

REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. DO NOT SCALE

DIMENSIONS FROM THE DRAWINGS.

3. DIMENSIONS AND ELEVATIONS GIVEN FOR THE EXISTING STRUCTURE AND FOR ASSOCIATED

COMPONENTS THEREOF ARE APPROXIMATE. VERIFY AND COORDINATE EXISTING DIMENSIONS AND

ELEVATIONS BEFORE PROCEEDING WITH THE WORK. TAKE MEASUREMENTS NECESSARY FOR

FABRICATION, ALIGNMENT, AND INSTALLATION OF STRUCTURAL MEMBERS AND COMPONENTS RELATIVE TO THE EXISTING STRUCTURE. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN THE CONTRACT DRAWINGS AND THE EXISTING CONDITIONS TO THE OWNER’S REPRESENTATIVE PRIOR TO BEGINNING

WORK IN AREAS THAT WILL BE AFFECTED.

4. WHERE EXISTING CONDITIONS OR FRAMING DIFFER FROM THOSE SHOWN IN THE DRAWINGS, REPORT

DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.

5. PROVIDE NECESSARY SAFEGUARDS TO CONTINUOUSLY MAINTAIN EACH PORTION OF THE STRUCTURE IN A SAFE CONDITION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING FACILITY THAT

ARE TO REMAIN.

6. WHERE EXISTING CONSTRUCTION THAT IS TO REMAIN IN PLACE, BE RE-USED, OR REMAIN THE PROPERTY OF THE OWNER IS DAMAGED DURING CONSTRUCTION, REPLACE WITH NEW OR REPAIR TO ITS ORIGINAL CONDITION. COST ASSOCIATED WITH SUCH REPAIR AND REPLACEMENT IS THE RESPONSIBILITY OF THE

CONTRACTOR.

7. ITEMS SHOWN ON THE STRUCTURAL DRAWINGS ARE NEW CONSTRUCTION UNLESS SPECIFICALLY NOTED

AS EXISTING. EXISTING ITEMS ARE DENOTED WITH '(E)' OR 'EXISTING'.

8. DETAILS AND SECTIONS APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO

IN OTHER LIKE OR SIMILAR CONSTRUCTION THAT REQUIRES THEIR USE.

9. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED STRUCTURE. PROVIDE TEMPORARY SHORING, GUYING, AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL STRUCTURAL WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF SUCH TEMPORARY SUPPORTS ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

10. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SUPERVISION OF THE WORK ARE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

11. REPRODUCTION OF CONTRACT DRAWINGS FOR USE AS SHOP DRAWINGS IS NOT PERMITTED.

12. DO NOT DEVIATE FROM THE STRUCTURAL DRAWINGS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL

ENGINEER OF RECORD.

13. CONCENTRICALLY FASTEN VERTICALLY- OR LATERALLY-SUPPORTED COMPONENTS TO THE SUPPORTING

STRUCTURAL MEMBER, UNLESS OTHERWISE NOTED.

14. INFORMATION PERTAINING TO THE EXISTING STRUCTURE WAS OBTAINED FROM SITE MEASUREMENTS

AND PHOTOGRAPHS. EXISTING STRUCTURAL DRAWINGS WERE NOT AVAILABLE.

15. DESIGN OF THE ROOF-MOUNTED EQUIPMENT AND ITS ATTACHMENT TO THE ROOF STRUCTURE IS THE

RESPONSIBILITY OF THE CONTRACTOR AND EQUIPMENT MANUFACTURER. REFER TO MECHANICAL

DOCUMENTS FOR REQUIREMENTS.

GENERAL NOTES DESIGN NOTES

1 - 100

ROOF ZONE

101+

COMPONENT TRIBUTARY AREA (FT2)

+47 -131 -71

-151 -73

-227 -119

+35

+35

+47 +35

+47

1 - 100

WALL ZONE

101+

COMPONENT TRIBUTARY AREA (FT2)

+71 -77 -65

-95 -775

+59

+59

+71

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND CRITERIA:

A. 2023 FLORIDA BUILDING CODE, EIGHTH EDITION, EFFECTIVE 31 DECEMBER 2023

B. 2023 FLORIDA BUILDING CODE, EXISTING BUILDING, EIGHTH EDITION, EFFECTIVE 31 DECEMBER 2023 C. ASCE 7-22, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES

D. ANSI/AWC NDS-2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION,

WITH 2018 SUPPLEMENT

2. DESIGN LOAD CRITERIA:

A. LIVE LOADS (UNIFORM)

ROOF 20 PSF

LIVE LOADS (CONCENTRATED)

EXHAUST FAN 900 LB

B. WIND LOADS:

BASIC DESIGN WIND SPEED, V 175 MPH

ALLOWABLE STRESS DESIGN WIND SPEED, VASD 136 MPH

RISK CATEGORY II

ENCLOSURE CLASSIFICATION ENCLOSED

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi ±0.18

D. COMPONENTS AND CLADDING WIND PRESSURES:

USE WIND PRESSURES BELOW FOR THE DESIGN OF COMPONENT AND CLADDING ELEMENTS OR

RETAIN A PROFESSIONAL ENGINEER TO DETERMINE WIND PRESSURES FOR SPECIFIC EFFECTIVE

WIND AREAS.

NOTES:

1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY

FROM A SURFACE, RESPECTIVELY.

2. BUILDING ZONES ARE DEFINED IN ASCE 7

3. WIND PRESSURES INDICATED ARE AT STRENGTH-LEVEL (WIND LOAD FACTOR = 1.0).

MULTIPLY PRESSURES BY 0.6 TO OBTAIN SERVICE-LEVEL PRESSURES.

4. DESIGN WIND PRESSURES FOR DEFLECTION-CONTROLLED COMPONENTS AND

CLADDING MAY UTILIZE A 10-YEAR MEAN RECURRENCE INTERVAL.

E. RAIN LOADS

RAIN INTENSITY, I 5.17 IN/HR (100 YEAR,

1-HOUR RAINFALL,

PRIMARY DRAINAGE)

9.33 IN/HR (100 YEAR,

15 MINUTE RAINFALL,

SECONDARY DRAINAGE)

DESIGN WIND PRESSURE FOR ROOF COMPONENTS (PSF)

DESIGN WIND PRESSURE FOR WALL COMPONENTS (PSF)

1. PROVIDE WOOD FRAMING MEMBERS IN ACCORDANCE WITH NIST PS20 "AMERICAN SOFTWOOD LUMBER

STANDARD" AND THE FOLLOWING REQUIREMENTS:

A. MOISTURE CONTENT: 19 PERCENT MAXIMUM

B. GRADE: NO. 2, OR BETTER

C. SPECIES: SOUTHERN PINE

2. PROVIDE SHEATHING PANELS IN ACCORDANCE WITH NIST PS1 "STRUCTURAL PLYWOOD" AND THE

FOLLOWING REQUIREMENTS:

A. ROOF SHEATHING: 23/32" APA RATED SHEATHING, EXPOSURE 1 (MINIMUM, MATCH EXISTING)

B. INSTALL SHEATHING CONTINUOUS OVER TWO OR MORE SPANS (EXCEPT FOR INFILL OF EXISTING

OPENINGS - REFER TO DETAIL ON THIS SHEET).

C. UNLESS OTHERWISE INDICATED, ATTACH ROOF SHEATHING PANELS TO FRAMING WITH MINIMUM 8d RING SHANK NAILS AT 6" OC AT PANEL EDGES AND ALONG INTERMEDIATE FRAMING MEMBERS. NAILS

MUST HAVE THE FOLLOWING MINIMUM DIMENSIONS:

a. 0.113-INCH NOMINAL SHANK DIAMETER

b. RING DIAMETER A MINIMUM OF 0.012-INCH OVER SHANK DIAMETER

c. 16 TO 20 RINGS PER INCH

d. 0.280-INCH FULL ROUND HEAD DIAMETER

e. 2" MINIMUM NAIL LENGTH

3. USE PRESERVATIVE TREATED WOOD FRAMING MEMBERS FOR MEMBERS PERMANENTLY EXPOSED TO THE WEATHER, SILL PLATES AROUND THE BUILDING PERIMETER, AND OTHER WOOD FRAMING MEMBERS

IN CONTACT WITH CONCRETE OR MASONRY.

4. STEEL PLATE CONNECTORS MUST COMPLY WITH ASTM A36 SPECIFICATIONS (Fy=36 KSI).

BOLTS CONNECTING WOOD MEMBERS MUST COMPLY WITH ASTM A307 COMMON STEEL BOLTS AND

MUST BE 3/4"Ø, UNLESS OTHERWISE NOTED.

5. METAL FRAMING ANCHORS MUST COMPLY WITH ASTM A653, DESIGNATION SS. ANCHORS MUST BE

CAPABLE OF SUPPORTING THE REACTIONS INDICATED.

6. NAIL STRUCTURAL FRAMING MEMBERS IN ACCORDANCE WITH THE "FASTENING SCHEDULE,"

TABLE 2304.10.1 OF THE FLORIDA BUILDING CODE, EIGHTH EDITION, UNLESS OTHERWISE INDICATED.

7. WHERE MULTIPLE FRAMING MEMBERS ARE INDICATED, FASTEN MEMBERS TOGETHER WITH

16d NAILS AT 12" OC, STAGGERED AT 2" FROM OPPOSITE EDGES, UNLESS OTHERWISE INDICATED.

ROUGH CARPENTRY NOTES

1. FASTEN EXISTING ROOF SHEATHING PANELS TO THE EXISTING ROOF TRUSSES IN ACCORDANCE WITH

FLORIDA EXISTING BUILDING CODE (FEBC) SECTION 706.7 AND AS INDICATED.

2. PROVIDE SUPPLEMENTAL FASTENERS CONSISTING OF ASTM F1667 CLASSIFICATION RSRS-01 RING SHANK

NAILS WITH THE FOLLOWING MINIMUM PROPERTIES:

A. 0.113-INCH NOMINAL SHANK DIAMETER

B. RING DIAMETER A MINIMUM OF 0.010-INCH OVER SHANK DIAMETER

C. 16 TO 20 RINGS PER INCH

D. RING SHANK MUST EXTEND A MINIMUM OF 1 1/2" FROM TIP OF NAIL

E. 0.280-INCH FULL ROUND HEAD DIAMETER

F. 2 3/8" MINIMUM NAIL LENGTH

3. INSTALL SUPPLEMENTAL FASTENERS AT 6-INCHES ON CENTER AT ALL EXISTING SHEATHING PANEL EDGES AND INTERMEDIATE FRAMING. INDICATED SPACING IS FOR SUPPLEMENTAL FASTENERS, REGARDLESS OF

EXISTING FASTENER PATTERN.

A. IF EXISTING FASTENER TYPE AND PATTERN ARE VISIBLE AND CAN BE DOCUMENTED, CONTACT

STRUCTURAL ENGINEER FOR DIRECTION ON POSSIBLE ADJUSTMENT TO SUPPLEMENTAL FASTENER

PATTERNS.

B. BASE BID MUST PROVIDE SUPPLEMENTAL FASTENERS AS INDICATED OVER THE ENTIRE ROOF AREA.

SUPPLEMENTAL FASTENING REQUIREMENTS FOR EXISTING

ROOF SHEATHING

1. INSPECT THE ANCHORAGE OF EACH EXISTING TRUSS AT THE FOUR BUILDING CORNERS IN ACCORDANCE WITH FLORIDA BUILDING CODE, EXISTING BUILDING, SECTION 706.8.1.3. SEE ROOF PLAN FOR LOCATIONS.

SUBMIT FINDINGS TO THE STRUCTURAL ENGINEER AS FOLLOWS:

A. AT EACH LOCATION, PROVIDE A PHOTOGRAPH OF THE EXISTING TRUSS CONNECTION TO THE

SUPPORTING STRUCTURE BELOW. PHOTOGRAPHS MUST CLEARLY SHOW FASTENERS INTO TRUSS

AND THE CONNECTION OF THE STRAP TO THE SUPPORTING STRUCTURE.

B. PROVIDE MEASUREMENTS OF STRAP WIDTH AND THICKNESS, AND FASTENER TYPE, DIAMETER, AND

SPACING. DOCUMENT AND PROVIDE ANY VISIBLE PRODUCT INFORMATION.

C. SUBMIT THE ABOVE INFORMATION TO THE STRUCTURAL ENGINEER FOR EVALUATION.

2. BASE BID MUST INCLUDE REPAIR OF THE ANCHORAGE OF TRUSSES AT LOCATIONS INDICATED ON PLAN.

REPAIR IN ACCORDANCE WITH DETAILS ON THIS SHEET. BASE BID MUST INCLUDE FOUR (4) NEW 4'x8' PLYWOOD SHEETS FOR SHEATHING REPAIR AT CORNERS, IN ACCORDANCE WITH NOTE #4 BELOW.

3. THE STRUCTURAL ENGINEER WILL EVALUATE THE EXISTING CONDITIONS, BASED ON INFORMATION

PROVIDE PER NOTE #1 ABOVE, AND WILL PROVIDE DIRECTION ON REPAIRS. WHERE EXISTING

CONNECTIONS ARE DEEMED TO COMPLY WITH APPLICABLE FLORIDA BUILDING CODE REQUIREMENTS, THE EXISTING CONNECTION DOES NOT NEED TO BE REPAIRED.

4. WHERE EXISTING SHEATHING IS REMOVED TO ACCESS THE EXISTING CONNECTIONS, WHETHER FOR OBSERVATION OR REPAIR, THE REMOVED SHEATHING MUST NOT BE REUSED. PROVIDE NEW SHEATHING AND FASTEN IN ACCORDANCE WITH 'TYPICAL EXISTING ROOF OPENING INFILL' DETAIL ON THIS SHEET.

REPAIR OF EXISTING ROOF-TO-WALL CONNECTIONS

EXISTING WOOD

ROOF TRUSS (TYP)

EXISTING ROOF

SHEATHING

INFILL OPENING WITH

WOOD SHEATHING,

23/32" MINIMUM,

MATCH EXISTING

THICKNESS

2x4 BLOCKING EACH

SIDE OF OPENING

(2) 16d COMMON NAILS, EACH END (TYP)

FASTEN INFILL SHEATHING

AND EXISTING SHEATHING

TO BLOCKING WITH

#8 x1 1/4" SCREWS AT 3" OC

EXISTING STEEL

BEAM TOP FLANGE

EXISTING WOOD

ROOF TRUSS

EXISTING 2x NAILER

14ga GALVANIZED ANGLE CONNECTOR

(SIMPSON STRONG-TIE 'HGA10', OR

SIMILAR), WITH (4) 1/4x1 1/2" SCREWS TO

TRUSS AND NAILER. CONNECTOR MUST

HAVE MINIMUM MANUFACTURER RATED

UPLIFT CAPACITY OF 500 LB.

EXISTING ROOF SHEATHING

FASTEN NAILER TO STEEL BEAM

WITH (4) 0.157"Ø POWDER-ACTUATED

FASTENERS WITHIN 4" OF TRUSS

VIRGINIA BEACH, VIRGINIA 23462

4525 MAIN STREET, SUITE 1400

757·455·5800

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

S p a lle n

.r v t

/2

/2

:4

:5

P

M

S-001

STRUCTURAL NOTES, LEGEND

AND ABBREVIATIONS

FINAL IFC SUBMITTAL

PAA

PAA

MSH

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

NOT TO SCALE

A2

TYPICAL EXISTING ROOF OPENING INFILL

NOT TO SCALE

A4

ROOF TRUSS TO STEEL BEAM CONNECTION

D N

D N

B

A

3 4 5 6

1 2

SF101

B1

3 3

S-001

A2

TYP

OF (3)

FASTEN EXISTING ROOF SHEATHING

PANELS TO EXISTING ROOF TRUSSES

(ENTIRE ROOF AREA).

REFER TO NOTES ON SHEET S-001.

150'-9" ±

'-0

SF101

D4

SF101

D4

1. FRAMING ELEVATIONS ARE INDICATED AS [+X'-X"], REFERENCED TO EXISTING

FINISHED FLOOR DATUM, UNLESS OTHERWISE NOTED.

2. EXISTING ROOF CONSTRUCTION CONSISTS OF METAL-PLATE CONNECTED

WOOD TRUSSES, 2'-0"± OC (TYPICAL), SUPPORTING WOOD SHEATHING AND

ROOFING.

3. DO NOT CUT, DAMAGE, OR MODIFY EXISTING ROOF TRUSSES AND ROOF

SHEATHING DURING ROOF COVERING DEMOLITION WORK.

4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

5. REFER TO MECHANICAL DRAWINGS FOR DEMOLITION OF EXISTING

EQUIPMENT ON ROOF, AND FOR INSTALLATION OF NEW EQUIPMENT.

6. REFER TO ARCHITECTURAL DRAWINGS FOR REMOVAL OF EXISTING ROOF

COVERING AND INSTALLATION OF ROOFING.

7. REFER TO SHEET S-001, "SUPPLEMENTAL FASTENING REQUIREMENTS FOR

EXISTING ROOF SHEATHING", FOR FASTENING EXISTING SHEATHING TO

EXISTING ROOF FRAMING.

6'-0" ± 6'-0" ± 6'-0" ± 6'-0" ±

EXISTING

2x6 TOP CHORD

EXISTING 2x6

BOTTOM CHORD

EXISTING METAL-PLATE

CONNECTED WOOD TRUSS

EXISTING 2x4 WEB

MEMBER (TYP)

ROOFTOP

EQUIPMENT,

SEE MECH DWGS

6x6 x 12'-0" TO EXISTING

TOP CHORD AT

EQUIPMENT, SEE PLAN

SHEATHING AND

ROOFING NOT

SHOWN

2 2 2

TYP

8TYP 9

TYP

TYP

7 7

TYP

TYP

CL FAN CL FANS

6' -0

6'

-0

6' -0

6'

-0

SF101

B3

TYP

10 10

TYP

A1

SF101

EXISTING METAL-PLATE

CONNECTED WOOD TRUSS

2x6x16'-0" SISTERED TO

EXISTING BOTTOM

CHORD, 8d NAILS 8" OC

TOP AND BOTTOM,

STAGGERED

EXISTING DAMAGED

2x6 BOTTOM CHORD

INFILL LOUVER OPENING,

2x4 AT 16" OC, WITH 2x

BLOCKING AT EDGES.

SEE ARCH DWGS FOR

CLADDING

EXISTING FRAMING

TYP

2'-0"

REMOVE EXISTING WALL

BLOCKING TO ACCESS

BOTTOM CHORD. REINSTALL

FOLLOWING 2x6 INSTALLATION

SHEATHING AND

ROOFING NOT SHOWN

EXISTING ROOF TRUSS

EXISTING ROOF TRUSS

NAIL THROUGH TRUSS

CHORD INTO 6x6 WITH 20d NAILS AT 4" OC, STAGGERED, IN TWO

ROWS 3" APART,

FULL LENGTH OF EACH 6x6

6x6 WOOD BLOCKING

FRAMED BETWEEN

TRUSSES

6x6 WOOD BLOCKING

FRAMED BETWEEN

TRUSSES

TRUSS OC SPACING

2'-0" ±

6x6 TOP CHORD

REINFORCEMENT

EXISTING TRUSS AND

REINFORCING BELOW

SECURE CURB THROUGH

SHEATHING TO 6X6 FRAMING

IN ACCORDANCE WITH FAN

AND CURB MANUFACTURER'S

REQUIREMENTS

2'-0" ±

W

IT

H M

E C

H A

N

IC

A L

C O

O R

D

IN

A

TE

C

LE

A R

O P

E N

IN

G

CUT OPENING IN

EXISTING SHEATHING

TRUSS REINFORCEMENT FAN CURB MOUNTING

A3

SF101

EXISTING ROOF

SHEATHING

2x6 FASTENED TO 6x6 BLOCKING WITH #12 x 3" WOOD SCREWS, TWO (2) AT EACH LOCATION AT 3" GAGE

3"

6x6 JOIST HANGER WITH 1200 LB

MIN VERTICAL CAPACITY

FASTENED TO TRUSS AT EACH

END OF BLOCKING (SIMPSON

STRONG-TIE 'HUC66' OR SIMILAR)

FASTEN CURB IN ACCORDANCE WITH

MANUFACTURER'S MIAMI-DADE CERTIFICATION.

BASIS OF DESIGN (GREENHECK):

5/8"Ø 316SS LAG BOLTS (5-7/8" PENETRATION,

3-7/8" THREADS ENGAGED IN 6x6) WITH 1/4x2x2 SQUARE PLATE WASHER (SS) UNDER

BOLT HEAD. PRE-DRILL WOOD.

FAN CURB, SEE MECH

AND ARCH DWGS

6x6 TOP CHORD

REINFORCEMENT, SEE PLAN

EXISTING ROOF TRUSS

EXISTING ROOF

SHEATHING

6x6 BLOCKING, SEE PLAN

3"

MIN

2 1/2"

VIRGINIA BEACH, VIRGINIA 23462

4525 MAIN STREET, SUITE 1400

757·455·5800

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

S p a lle n

.r v t

/2

/2

:4

:0

P

M

SF101

ROOF FRAMING PLAN AND

DETAILS

FINAL IFC SUBMITTAL

PAA

PAA

MSH

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

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

D1

ROOF FRAMING PLAN

1/8" = 1' - 0" 0 5' 10' 15' 30'

3/8" = 1' - 0" 0 5' 10'1' 2' 3' 4'

1" = 1' - 0" 0 6" 1' 3'2'

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

GRAPHIC SCALE(S)

GENERAL NOTES

# KEY NOTES

1 EXISTING ROOF STRUCTURE, CONSISTING OF WOOD PANEL SHEATHING

OVER METAL-PLATE CONNECTED WOOD TRUSSES SPACED AT 2'-0"± OC,

TYPICAL.

2 ROOF MOUNTED MECHANICAL EQUIPMENT, TYPICAL OF 3

3 REINFORCE EXISTING WATER DAMAGED TRUSS BOTTOM CHORD,

REFER TO 'PARTIAL ELEVATION - GABLE END', THIS SHEET

4 FILL OPENING IN EXISTING ROOF SHEATHING AFTER EXISTING EQUIPMENT

REMOVED, REFER TO DETAIL A2 ON SHEET S-001.

5 REPAIR EXISTING TRUSS-TO-BEAM CONNECTIONS WITHIN 6'-0" OF GABLE

END WALL. REFER TO NOTES AND DETAILS ON SHEET S-001.

6 INFILL EXISTING LOUVER OPENING, REFER TO 'PARTIAL ELEVATION - GABLE

END', THIS SHEET.

7 6x6 x12'-0" FOR FAN SUPPORT AND TRUSS REINFORCING

8 6x6 - FAN SUPPORT FRAMING, REFER TO DETAIL B3, THIS SHEET

9 2x6 BETWEEN EXISTING TRUSS AND NEW WOOD FRAMING MEMBERS.

ALIGN WITH 6x6 FAN SUPPORT FRAMING.

10 2x6 x12'-0", FASTENED TO EXISTING TRUSS WITH 3"x0.128" (10d) NAILS, 24"

OC TOP AND BOTTOM, STAGGERED ON OPPOSITE SIDES

11 2x6 (FLAT), NAILED TO UNDERSIDE OF EXISTING TRUSS CHORD, TO SUPPORT 6x6 REINFORCING MEMBER

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

A1

TRUSS ELEVATION

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

B1

ENLARGED ROOF FRAMING PLAN

NOT TO SCALE

D4

PARTIAL ELEVATION - GABLE END

SCALE: 1" = 1'-0"

B3

FAN BASE PLAN DETAIL

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

A3

SECTION

AND&

EXIST EXISTING

VINYL COMPOSITION TILEVCT

AFS

ADJ

AT

APPROX

AFF

BD

ALUM

APPROXIMATE

BOARD

ABOVE FINISH FLOOR

ABOVE FINISH SLAB

ALUMINUM

ADJUSTABLE, ADJUST

CEILING

COL

CLG

DIA

CMU

CONC

DOWNDN

EQUIP

ELEC

ELEV

EQUIPMENT

ELECTRICAL

ELEVATION

CONCRETE MASONRY UNIT

CONCRETE

DIAMETER

COLUMN

FLOOR

FO

FLR

GWB GYPSUM WALLBOARD

FACE OF

EQ EQUAL

CENTER LINE

HORIZ HORIZONTAL

TYPICALTYP

TOC TOP OF CONCRETE

WIDTH / WASHER

VERT

W

VERTICAL

UNLESS OTHERWISE NOTEDUON

HOLLOW METALHM

VIF VERIFY IN FIELD

CL

ALT ALTERNATE

APC ARCHITECTURAL PRECAST CONCRETE

ACT ACOUSTICAL CEILING TILE

BLDG BUILDING

BLKG BLOCKING

BRG BEARING

BUR BUILT-UP ROOFING

CORNER GUARDCG

CONTROL JOINTCJ

CLEARCLR

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

D DEPTH / DRYER

DBL DOUBLE

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DOWNSPOUTDS

DRAWINGDWG

EACHEA

EXPANSION JOINTEJ

EDGE OF SLABEOS

EPS EXPANDED POLYSTYRENE

EXP EXPANSION / EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FGL FIBERGLASS

FF FINISH FLOOR

FIN FINISH

FRT FIRE RETARDANT TREATED

GA GAUGE

GALV GALVANIZED

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GYP GYPSUM

HDW HARDWARE

HDWD HARDWOOD

HT HEIGHT

HVAC HEATING, VENTILATION, & AIR

CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JT JOINT

L LENGTH / LONG

MATL MATERIAL

SUSPENDEDSUSP

THR THRESHOLD

TOW TOP OF WALL

TP TOILET PARTITION

TOP & BOTTOMT & B

VINYL BASEVB

VTR VENT THRU ROOF

WITHW/

WITHOUTW/O

WALLCOVERINGWC

WOODWD

WINDOWWDW

WINDOW OPENINGWO

WORK POINTWP

WEIGHTWT

EXTRUDED POLYSTYRENEXPS

METALMTL

NIC

MISC

OC

MISCELLANEOUS

ON CENTER

NOT IN CONTRACT

ROOM

SIMILAR

R

RM

REF

SIM

RO

SS

RADIUS

STAINLESS STEEL

ROUGH OPENING

REFRIGERATORMAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTG MOUNTING

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

OFOI OWNER FURNISHED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PR PAIR

PTD PAINTED

RD ROOF DRAIN

REINF REINFORCING

REQ'D REQUIRED

RWL RAIN WATER LEADER

SAFB SOUND ATTENUATING FIRE BLANKET

SF SQUARE FEET

SQUARESQ

STRUCTURALSTRUCT

STD STANDARD

STL STEELCONTRACTOR INSTALLED

OWNER INSTALLED

TTL TOTAL

PH PANIC HARDWARE

KO KNOCK OUT

GC GENERAL CONTRACTOR

IGU INSULATING GLASS UNIT

POLYISO POLYISOCYANURATE

INSULATION

SAB SOUND ATTENUATING BLANKET

FP FIRE PROTECTION

TELE TELECOMMUNICATION

BSJ BUILDING SEPARATION JOINT

COLUMN LINECL

WOOD BLOCKING - INTERRUPTEDINSULATION - BATT / LOOSE / BLANKET

PLYWOOD / MDF

WOOD BLOCKING / FRAMING -

CONTINUOUSINSULATION - RIGID

INSULATION - SPRAY FOAM

GWB / GROUT / SPRAY FIREPROOFING

DIRECTION OF SLOPE

ROOF SLOPE

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

FEC

FEB

DOOR NUMBER

CJ BSJ EJ

CONTROL

JOINT

EXPANSION

JOINT

BUILDING

SEPARATION JOINT

REFER TO THE GENERAL "G" SERIES SHEETS FOR

GENERAL PROJECT SYMBOLOGY

XXXn

EXTERIOR ASSEMBLY TYPE

2' x 2' ACOUSTICAL

TILE LAY-IN CEILING

GWB

CEILING / SOFFIT

OS

S

H P

LIGHT FIXTURES

CEILING MOUNTED

EXIT LIGHT

FIRE ALARM STROBE

CEILING MOUNTED

OCCUPANCY SENSOR

CARBON MONOXIDE DETECTOR

HEAT DETECTOR

SMOKE DETECTOR

CEILING HEIGHT EXPOSED CEILING

SPRINKLER HEAD

CO

8'-0"

S

S

EXP

SUPPLY GRILLE

V F

EXHAUST FAN

CEILING MOUNTED

SECURITY CAMERA

CEILING MOUNTED

EXIT LIGHT W/ ARROW

EMERGENCY EGRESS LIGHT FIXTURES

INDICATES BRACKET, WALL MOUNTED

ELECTRICAL LIGHT / FIXTURE / EQUIPMENT, ETC

INDICATES BRACKET, WALL MOUNTED

FIRE PROTECTION FIXTURE / EQUIPMENT, ETC

PHOTO DETECTOR

SPEAKER SPEAKER W/ STROBE

FIRE ALARM HORN STROBE

RETURN GRILLE

EXT EIFS ON

GWB CEILING

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF MASONRY, FACE OF EXISTING WALL AND TO

CENTERLINE OF COLUMNS.

2. ALL NOTES, DETAILS, AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION ARE APPLICABLE TO SIMILAR

CONDITIONS, WHETHER OR NOT SPECIFICALLY INDICATED.

3. ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION +0'-0", WHICH IS THE TOP OF THE EXISTING FIRST

FLOOR SLAB, UON.

4. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS OR SIZES OF BUILDING ELEMENTS.

5. ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS SHALL BE CONTINUOUS, UON.

6. USE FIRE-RETARDANT TREATED WOOD PRODUCTS FOR ALL CONCEALED WOOD BLOCKING, UON.

7. USE PRESERVATIVE-TREATED WOOD PRODUCTS FOR ALL WOOD BLOCKING IN CONTACT WITH EXTERIOR MASONRY OR CONCRETE WALLS, AND FOR ALL WOOD BLOCKING IN CONTACT WITH CONCRETE SLABS ON GRADE.

8. VERIFY ALL DIMENSIONS. BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GOVERNMENT.

9. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY OTHER DRAWINGS, SPECIFICATIONS, AND/OR EXISTING CONDITIONS SHALL BE NOTED IN WRITING TO THE GOVERNMENT FOR REVIEW

AND MUST BE CLARIFIED PRIOR TO COMMENCING THE CONSTRUCTION IN QUESTION.

10. PROVIDE WOOD OR METAL BLOCKING BEHIND GWB AT THE FOLLOWING LOCATIONS:

A. ALL WALL-MOUNTED CABINETRY, SHELVING, AND SIMILAR ITEMS.

B. ALL WALL-MOUNTED VIDEO MONITORS, AND SIMILAR ITEMS.

11. ALL MATERIALS USED IN THE PROJECT SHALL BE NEW AND PROVIDED BY THE CONTRACTOR, UON.

12. USE BITUMINOUS MEMBRANE TO SEPARATE PRESERVATIVE-TREATED WOOD PRODUCTS FROM CONTACT WITH ANY

METAL SURFACE.

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

A-001

ARCHITECTURAL LEGEND,

NOTES AND ABBREVIATIONS

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

ARCHITECTURAL GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL SYMBOLOGY

MATERIAL LEGEND

RCP LEGEND

NOT ALL ABBREVIATIONS, SYMBOLS, AND

LEGEND GRAPHICS LISTED ARE NECESSARILY

USED ON THIS PROJECT. REFER TO

DOCUMENTS FOR SPECIFIC INFORMATION.

E

LE

C T

R

IC

A L

F

IR

E P

R O

T E

C T

IO

N

A R

C H

IT

E

C T

U R

A L

M E

C H

A N

IC

A

L

UP

1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF

EQUIPMENT / SHELVING / CASEWORK.

2. VERIFY AND COORDINATE PENETRATIONS THROUGH ROOF DECK AND

PARTITIONS WITH PM&E DRAWINGS.

3. REINSTALL WALL-MOUNTED CASEWORK IN EXISTING LOCATIONS.

REPLACE UNITS DAMAGED DURING REMOVAL, STORAGE, OR

REINSTALLATION WITH LIKE KIND, STYLE, TYPE, CONSTRUCTION, AND

FINISH. PROTECT REINSTALLED UNITS FROM DAMAGE THROUGH PROJECT

ACCEPTANCE.

A

AE201

C3

4 5 62

B

D3

AE301

D3

AE301

OFFICE

OFFICE

OFFICE

CORRIDOR

LOUNGE

LAB 4

LAB 3

STORAGE

IT/ COMM

MECHANICAL

ELECTRICAL

CORRIDOR

TOILET

TOILET

JANITOR

LAB 1

CORRIDOR

LAB 2

CORRIDOR

TOILET

TOILET

SHOWER

SHOWER

108REINSTALL WALL-MOUNTED

CASEWORK IN EXISTING

LOCATIONS, TYP

REINSTALL WALL-

MOUNTED CASEWORK

IN EXIST LOC, TYP

EXISTING

CASEWORK

TO REMAIN

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

AE101

LEVEL 1 FLOOR PLAN

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

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

FIRST FLOOR PLAN

GRAPHIC SCALE(S)

GENERAL NOTES

1/8" = 1' - 0"

3 4 5 62

B

D3

AE301

D3

AE301

EIFS ON EXTERIOR GYPSUM

BD SOFFIT, PAINTED, TYP

EXISTING COOLER

LAB 1

LAB 2

CORRIDOR

SHOWER

SHOWER

TOILET

TOILET

CORRIDOR

MECHANICAL

ELECTRICAL

STORAGE

LAB 3

LAB 4

LOUNGE

OFFICE

OFFICE

OFFICE

CORRIDOR

TOILET

TOILET

JANITOR

CORRIDOR

IT/ COMM

7'-11" 7'-11"

7'-11"

7'-9"

7'-9" 7'-9 1/2"

8'-0"

7'-7 1/2"

7'-8 1/2"

7'-10"

7'-11 1/2"

EIFS ON EXTERIOR GYPSUM

BD SOFFIT, PAINTED, TYP

EQ TYP EQ TYP

CONTROL JOINT AT

COLUMN GRID LINE, TYP

CONTROL JOINT, TYP

EXIST FUME HOOD

PENETRATING CEILING SYSTEM

EXIST FUME HOOD- EXTEND

INSTALL SHROUD TO EXTEND

ABOVE CEILING SYSTEM

7' -2

/8

'-0

'-7

/4

'-0

7' -2

/8

1. REFER TO SHEET A-001 FOR FULL RCP LEGEND

2. HVAC, ELECTRICAL, & LIGHTING DEVICES ARE SHOWN FOR GENERAL

COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL & MECHANICAL

DRAWING FOR FULL SCOPE. NOTIFY GOVERNMENT IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. COORDINATE ALL EXTERIOR SOFFIT/ BULKHEAD FRAMING WITH FINAL

LIGHTING FIXTURE LOCATIONS & EXISTING FIRE SUPPRESSION HEADS.

4. FIELD VERIFY CEILING HEIGHTS SHOWN ON RCP DRAWINGS PRIOR TO

INSTALLATION OF ALL MECHANICAL DUCTWORK, SPRINKLER PIPING,

ELECTRICAL EQUIPMENT, CONDUITS, ETC. NOTIFY GOVERNMENT

IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

5. INSTALL WIRE HANGERS @ ALL CORNERS OF LIGHT FIXTURES,

REGISTERS, & GRILLES.

6. REFER TO INTERIOR & EXTERIOR SECTIONS FOR ADDITIONAL CEILING

DETAILS NOT NOTED ON THIS SHEET.

7. ALL RECESSED LIGHTING SHALL BE CENTERED WITHIN THE SOFFIT

DIMENSIONS, UON.

8. ALL FIXTURES INCLUDING BUT NOT LIMITED TO LIGHTING, MOTION

DETECTORS, FIRE ALARM DEVICES, & SPRINKLER HEADS SHALL BE

CENTERED WITHIN ACOUSTICAL CEILING TILE, UON.

9. WHERE GYPSUM BOARD CEILINGS SPAN LONGER THAN 30'-0", CONTROL

JOINTS SHALL BE LOCATED IN GWB SOFFIT EVERY 30'-0". ALIGN WITH

CONTROL JOINTS IN GWB WALLS WHERE PRESENT.

10. ALL NOTED CEILING ELEVATIONS ARE EXISTING, UON

A

3 4 5 62

B

B3

AE301

B3

AE301

EXIST EIFS FASCIA TO REMAIN, TYP

EXIST GUTTER &

DOWNSPOUT TO REMAIN, TYP

REMOVE EXIST

EXTERIOR SOFFIT

& FRAMING, TYP

TEMPORARILY REMOVE

EXIST WALL-MOUNTED

CASEWORK, TYP

TEMPORARILY REMOVE EXIST

WALL-MOUNTED CASEWORK, TYP

TEMPORARILY REMOVE EXIST

WALL-MOUNTED CASEWORK, TYP

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING ELEMENT TO BE REMOVED IN ITS ENTIRETY

EXISTING HVAC TERMINALS TO BE REMOVED

DENOTES EXISTING LIGHT FIXTURE TO BE REMOVED

DENOTES EXISTING CEILING GRID TO BE REMOVED

2' x 2' ACOUSTICAL

TILE LAY-IN CEILING

SUSPENDED

GWB CEILING

EXT EIFS ON

GWB CEILING

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z N

G .r v t

/2

/2

:3

:2

A

M

AE111

REFLECTED CEILING PLANS

FINAL IFC SUBMITTAL

JAM

JAM

CSR

BUILDING 63

ENVELOPE AND HVAC

MODIFICATIONS

U.S. DEPARTMENT OF AGRICULTURE- ANIMAL

AND PLANT HEALTH INSPECTION SERVICE

(APHIS)

OLD CUTLER ROAD

CORAL GABLES, FL 33158

2026.07.31

CN 10858

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

LEVEL 1 REFLECTED CEILING PLAN

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

REFLECTED CEILING DEMOLITION PLAN

GRAPHIC SCALE(S)

GENERAL NOTES

DEMOLITION SYMBOLS

CEILING TYPES

3 4 5 62

B

D3

AE301

D3

AE301

2' -9

2'-9"

C1

ROOF TOP MECHANICAL

EQUIPMENT, TYP

ROOF CURB TO 8"

ABOVE TOP OF

CRICKET, TYP

GALV STL FLASHING

ON ROOF CRICKET-

SLOPE 4:12, TYP

2' -9

2'-9"3'-1"

3' -1

RFA 1

ROOF SYSTEM METAL

CAP FLASHING

DS-EX DS-EX DS-EX DS-EX DS-EX DS-EX

DS-EX DS-EX DS-EX DS-EX DS-EX DS-EX

REINSTALL EXISTING

GUTTERS AT NEW ROOF

EDGE ELEVATION, TYP

EXISTING VENT

PENETRATION

EXISTING VENT

PENETRATION

1. ALL ROOF SLOPES ARE EXISTING 4:12.

2. COORDINATE WITH MECHANICAL DRAWINGS FOR LOCATION OF ROOF

PENETRATIONS THAT MAY NOT BE SHOWN ON THIS DRAWING.

3. FOR EACH ROOF-MOUNTED EQUIPMENT CURB, PROVIDE A 4:12

PREFABRICATED ALUMINUM CRICKET INSTALLED TO MAINTAIN POSITIVE

SLOPE TO ROOF EDGE. THICKNESS: 0.050". JOINTS SHALL BE FULLY

WELDED. APPLY BITUMINOUS BOND BREAKER WHERE CRICKET MEETS

DISSIMILAR METALS. SIZE CRICKET TO WIDTH OF CURB.

4. CONFIRM ROOF OPENING SIZE AND LOCATION W/ MECHANICAL & EXISTING

ROOF TRUSS LOCATIONS.

A

3 4 5 62

B

B3

AE301

B3

AE301

REMOVE PORTION OF ROOF

SYSTEM AND ROOF SHEATHING

FOR MECHANICAL EQUIPMENT

PENETRATION

REMOVE EXISTING ASPHALT

ROOF SYSTEM, TRIM,

ACCESSORIES, & UNDERLAYMENT

REMOVE EXISTING MECHANICAL

EQUIPMENT & CAP EXISTING

CURBS- PROTECT EXISTING

OPENINGS FROM WATER

INFILTRATION DURING WORK

REMOVE EXISTING RIDGE CAP

SHINGLES AND RIDGE VENT

REMOVE EXISTING RIDGE

CAP SHINGLES AND RIDGE

VENT- PROTECT OPENINGS

FROM WATER INFILTRATION

DURING WORK

REMOVE EXISTING GUTTERS-

CLEAN, & SET ASIDE FOR

REINSTALLATION, TYP

EXISTING VENT PENETRATION

EXISTING VENT PENETRATION

'-9

(E

X

IS

T

150'-9" =/- EXIST

1 1/2" STANDING SEAM

METAL PANEL ROOF SYSTEM

4" POLYISOCYANURATE RIGID

FOAM INSULATION BOARD

EXISTING ROOF SHEATHINGRFA1

HIGH-TEMPERATURE SELF-

ADHERED ROOF UNDERLAYMENT

SLIP SHEET

1/2" HIGH DENSITY

POLYISOCYANURATE

COVER BOARD

MACON, GEORGIA 31210

3920 ARKWRIGHT ROAD, SUITE 385

478·743·8415

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

C

R e v it P ro je c ts

\1

C o ra l G a b le s A

P H

IS

B ld g

E n v lp a n d H

V A

C

A

J a y .M c C u s k e r8 S

Z…