Pages from 20241108_USDA_DFRC_RTA_Dwgs_V1_5.pdf

FIRE PUMP HOUSE

864' - 6"

D1

FP-103

19 20

FIRE PUMP HOUSE

864' - 6"

L1

FP-103

5 24

19 20

12 14

L9

FP-103

GENERAL NOTES:

1. ALL LINES ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL

PROVIDE ALL PIPING, EQUIPMENT, ACCESSORIES, AND

APPURTENANCES AS REQUIRED BY DESIGN DRAWINGS,

PROJECT SPECIFICATIONS, AND NFPA 2O.

1. FIRE WATER SERVICE ENTRANCE. MINIMUM 6 IN DIAMETER PIPE.

SEE SHEET C-315 FOR CONTINUATION.

2. THRUST BLOCK.

3. NOT USED.

4. 4 IN TANK FILL LINE.

5. BUTTERFLY VALVE (NC).

6. 6 IN ANIMAL WATER LINE.

7. CHECK VALVE.

8. FIRE PUMP SUCTION FROM WATER STORAGE TANK.

9. OS&Y VALVE (NO).

10. PIPE LENGTH SHALL BE MINIMUM 10 PIPE DIAMETERS.

11. DIESEL ENGINE FIRE PUMP, PENTAIR FIRE PUMP MODEL 913

SERIES 5-492-18 OR SIMILAR.

12. HOUSEKEEPING PAD FOR DIESEL FIRE PUMP.

13. JOCKEY PUMP.

14. HOUSEKEEPING PAD FOR JOCKEY PUMP.

15. CONCENTRIC REDUCER.

16. PRESSURE RELIEF VALVE.

17. BUTTERFLY VALVE (NO).

18. FIRE PUMP HOUSE WET SPRINKLER SYSTEM ZONE CONTROL.

19. SPRINKLER SYSTEM DISTRIBUTION PIPING.

20. SPRINKLER HEAD (TYP).

21. FLOW METER.

22. AIR RELEASE VALVE.

23. TEST HEADER.

24. FIRE PUMP CONTROLLER.

25. UNIT HEATER.

26. EXHAUST FAN.

27. BATTERIES AND BATTERY RACK SERVING DIESEL FIRE PUMP.

28. FIRE ALARM CONTROL PANEL.

29. 4 IN TANK FILL LINE.

30. 660 GALLON USABLE CAPACITY PRESSURE TANK, SEE

SPECIFICATION 22 30 00.

31. 8 IN (MIN.) DIAMETER DISCHARGE PIPING TO SITE FIRE LOOP.

SEE SHEET C-316 FOR CONTINUATION.

32. PRESSURE RELIEF DISCHARGE TO EXTERIOR. CONCRETE

WALKWAY TO SERVE AS SPLASH BLOCK.

PLAN NOTES:

1. SEE FP-001-A FOR SYMBOLS, LEGENDS, ABBREVIATIONS, DESIGN

NOTES, HYDRAULIC INFOMATION, AND GENERAL CODE

REQUIREMENTS.

2. FIELD VERIFY ALL CONDITIONS. SYSTEM LAYOUT AS SHOWN IS

CONCEPTUAL. SPRINKLER CONTRACTOR SHALL PROVIDE FINAL

SYSTEM LAYOUT, CONFIGURATION, AND QUANTITIES WITH SHOP

DRAWING SUBMITTAL BY NICET LEVEL III, IV, OR REGISTERED

FIRE PROTECTION ENGEINEER.

3. ENCLOSURE DESIGN SHALL BE STAMPED BY A PROFESSIONAL

ENGINEER REEGISTERED IN THE STATE OF WISCONSIN.

FIRE PROTECTION KEYNOTES: X

FIRE PUMP HOUSE

864' - 6"

D1

FP-103

9 7 7 9

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1/4" = 1'-0"L1

FIRE PUMP CROSS SECTION

1/4" = 1'-0"D1

FIRE PUMP SECTION

1/4" = 1'-0"L9

FIRE PUMP HOUSE CROSS SECTION

D9

FIRE PUMP HOUSE ISOMETRIC

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ELEVATION VIEW

PLAN VIEW

WATER STORAGE TANK KEYNOTES:

GENERAL NOTES:

1. WATER STORAGE TANK AND ITS FOUNDATION ARE DELEGATED

DESIGN WITH PERFORMANCE SPECIFICATIONS.

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WATER STORAGE TANK DETAIL

NEW ABOVEGROUND, STEEL TANK. MINIMUM

330,000 GAL. UL-142 LISTED, ABOVEGROUND

VERTICAL TANK. SEE SPECIFICATION 33 16 15.

30 IN DIAMETER MANWAY.

PROVIDE COMPLETE ACCESS TO THE TOP OF THE

STORAGE TANKS WITH OSHA APPROVED STEEL

LADDER, PLATFORMS, RAILINGS. COORDINATE

LAYOUT WITH TANK MANUFACTURER.

FILL LINE WITH AUTOMATIC CONTROLS TO MAINTAIN

TANK FULL WATER LEVEL.

PROVIDE ANTI-VORTEX ASSEMBLY PER NFPA 22.

INSTALL CONDUCTIVITY PROBES TO OPERATE TANK

FILL VALVE SOLENOID AND INDICATE HIGH AND LOW

WATER LEVELS.

PRESSURE/VACUUM FROST FREE ROOF VENT.

SUPPLY TO SUCTION SIDE OF FIRE PUMP.

ANCHOR TANK TO CONCRETE PAD PER

MANUFACTURER INSTALLATION REQUIREMENTS.

TANK HEATER.

LOW WATER TEMPERATURE ALARM, SET AT 42°F,

MONITORED BY THE FIRE ALARM PANEL.

RESTORATION OF WATER TEMPERATURE ABOVE

42°F SHALL OPERATE SWITCH TO NORMAL SETTING

PER NFPA 72.

PROVIDE TANK INSULATION IN ACCORDANCE WITH

NFPA 22.

PROVIDE OVERFLOW PIPING IN ACCORDANCE WITH

NFPA 22.

NOZZLE FOR TANK HEATER.

OVERFLOW DISCHARGE TO CONCRETE WALKWAY.

24 IN DIAMETER HATCH FOR EXHAUST FAN.

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INCOMING WATER

SERVICE FROM

SITE WELL

330,000 GALLON

WATER STORAGE

TANK

TANK FILL LINE ON

INTERIOR OF TANK

CONCRETE PAD

ANTI-VORTEX

PLATE

AUTOMATIC FLOW

CONTROL VALVE

4"

TS NC

MAIN DRAIN

VALVE DISCHARGE

FIRE DEPARTMENT CONNECTION

FIRE PUMP TEST HEADER

TO FIRE PUMP HOUSE WET

SPRINKLER SYSTEM

1 1/4"

FLOW

METER

AIR RELEASE

VALVE

MAIN RELIEF

VALVE

DIESEL FIRE PUMP

1000 GPM @ 62 PSI

JOCKEY PUMP

FIRE PUMP HOUSE

T S

N C

T S

N C

FM

MAIN DRAIN

VALVE

SEE SHEET C-316 FOR SITE FIRE

LOOP CONTINUATION.

TS NO TS NO

TS NO

PRESSURE RELIEF

VALVE DISCHARGE

TO SPLASH BLOCK

PUMP

SUCTION

6"

INSULATED AND HEATED ENCLOSURE

BETWEEN TANK AND FIRE PUMP HOSE

6"

6" 6"

8"

T S

N O

T S

N O

6"

6"

8"6"

6"

TS

NO

TS

NO

4" TO (2) 660

GALLON USABLE

VOLUME TANKS

8"

6" GATE

VALVE

6" CHECK

VALVE

6" GATE

VALVE

6"

BRONZE CHECK VALVE

WITH 3/32" ORIFICE IN CLAPPER

BRONZE CHECK VALVE

WITH 3/32" ORIFICE IN CLAPPER

FROM OUTLET BETWEEN

DISCHARGE CONTROL

VALVE AND

DISCHARGE CHECK VALVE PRESSURE SWITCH

CONTROL PANEL

FINISHED FLOOR

MINIMUM 1/2" CORROSION

RESISTANT

PIPING AND FITTINGS (TYP.)

NOT LESS THAN 5'-0"

1/4" PLUG (TYP.)

1/2" GLOBE VALVE (TYP.)

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SCHEMATIC

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FIRE PUMP AND JOCKEY PUMP SENSING

LINE DIAGRAM

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FACP

FIRE PUMP HOUSE

1. (1) 2-STRAND SINGLE MODE RATED

FIBER TERMINATE WITH LC

CONNECTORS INSIDE FIRE PANEL AND

ON PATCH PANEL INSIDE TELECOM

CABINET AT BUILDING B11.

NOTE: DIVISION 27 CONTRACTOR TO

COORDINATE WITH FIRE PROTECTION

CONTRACTOR ON INSTALLATION OF

FIBER TO FIRE PANEL.

KEY NOTES:

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KEY PLAN

3/32" = 1'-0"F5

TELECOMMUNICATIONS FLOOR PLAN - FIRE PUMP HOUSE

16'8' 32'0

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Iron B rigade M em -H w y

A

B8

B1 B2 B3.1

B4 B5

B6

B9

B3.2

B15

B11.2

E1

E2

C1 C1

B11.1

C4

B14B13

C3

B7

B10

Fire Pump

C2

B12.1

B12.2

A.

B1.

B2.

B3.1.

B3.2.

B4.

B5.

B6.

B7.

B8.

B9.

B10.

B11.1.

B11.2.

B12.1 B12.2 B13.

B14.

B15.

C1.

C2.

C3.

C4.

E1.

E2.

LAB & ADMIN

ANIMAL EMISSION CHAMBERS

ADVANCED ANIMAL NUTRITION

CONVENTIONAL FREESTALL

DRY COWS

MILKING PARLOR

SPECIAL NEEDS & MATERNITY

ROBOTIC FREESTALL

CALF BARN

AGRONOMY BUILDING

FEED MIXING

BAG STORAGE (OPEN), BUNKER

STORAGE (OPEN),

& HAY STORAGE (GRAVEL PAD)

SHOP

MACHINE STORAGE & PESTICIDE

CONNECTOR

CONNECTOR AND SORTING

MILK HOUSE

FUEL STORAGE

COMMODITY

LIQUID WASTE STORAGE FACILITY CELL

SOLID STACK BUILDING

SOLIDS/SAND SEPARATION FACILITY

LEACHATE COLLECTION

SMALL EQUIPMENT BLDG (EXISTING, NIC)

CONSERVATION CLUB (EXISTING, NIC)

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AUTHORITY HAVING JURISDICTION UNITED STATES DEPARTMENT OF AGRICULTURE

OWNED BY UNITED STATES DEPARTMENT OF AGRICULTURE

OWNER OR AUTHORIZED AGENT UNITED STATES DEPARTMENT OF AGRICULTURE

PROJECT ADDRESS PRAIRIE DU SAC, WI

PROJECT NAME USDA DAIRY FORAGE RESEARCH CENTER

1.0 GENERAL INFORMATION

USDA DFRC - LAB AND ADMIN (A),

RESEARCH AND COW AREAS

(B1-B6 AND B12-B13)

CODE ANALYSIS

2.0 PROJECT DESIGN TEAM (SEE COVER SHEET)

TOTALS 199,665 NA

1 5,003 NA STORAGE

1 9,578 NA BUSINESS

1 3,041 NA ASSEMBLY

1 182,043 NA

ANIMAL

HOUSING

BUILDING AREA PER FLOOR

(NFPA 101)

FLOOR/LEVEL ACTUAL (SF) SUM OF RATIO OCCUPANCY

TOTALS 199,665 NA

1 5,003 NA S-1

1 9,578 NA B

1 3,041 NA A-3

1 182,043 NA U

BUILDING AREA PER FLOOR

(IBC)

FLOOR/LEVEL ACTUAL (SF) SUM OF RATIO OCCUPANCY

TOTAL ALLOWABLE AREA (SF) UNLIMITED

MAX AREA PER STORY (SF) UNLIMITED

GROSS BUILDING AREA (SF) 199,665

FIRE AREA (SF) 199,665

NUMBER OF STORIES 1

BUILDING HEIGHT (FT) 30'-8"

STANDPIPES NOT REQUIRED

FIRE ALARM SYSTEM

VOICE FIRE ALARM SYSTEM WITH OCCUPANT NOTIFICATION

THROUGHOUT ALL AREAS

SMOKE/HEAT & CO DETECTION REQUIRED FOR ANIMAL HOUSING FACILITIES

IBC 907 AND

NFPA 150 CH 17

FIRE PROTECTION SYSTEMS PARTIALLY SPRINKLERED (LAB AND ADMIN PORTION)

ACCESSORY OCCUPANCY

GROUPS

B/BUSINESS (LAB AREA / OFFICE),

A-3/ASSEMBLY (BREAK ROOM, LOCKER ROOM, AND CONFERENCE

ROOM)

S-1/STORAGE (STORAGE, MECHANICAL, AND ELECTRICAL ROOMS)

ANIMAL HOUSING FACILITY (CATEGORIES 3 AND 7)

NFPA 101 CH 11

NFPA 150 CH 6

OCCUPANCY GROUPS

U (AGRICULTURAL AREAS) IBC CH 3

TYPE OF CONSTRUCTION V-B IBC CH 6

CODE REF

4.0 BUILDING DATA

CONTENTS OF CATEGORY 3

FACILITY

LIMITED TO ORDINARY HAZARD

IN ACCORDANCE WITH SECTION 6.4

NFPA 150 CH 13

SEPARATION OF EXITS

1/2 DIAGONAL DISTANCE OF ROOM OR SPACE

(NON SPRINKLERED / PARTIALLY)

NFPA 101

§7.5.1.3.2

MAXIMUM ALLOWABLE

QUANTITIES (MAQs)

MAQs - NOT TO BE EXCEEDED IN ANY AREA IBC §307

ANIMAL HOUSING CATEGORY

CATEGORY 3 (RESEARCH)

CATEGORY 7 (AGRICULTURAL)

NFPA 150 CH 6

LABORATORY SUITES

BUILDINGS CONTAINING LABORATORY SUITES -

COMPLY WITH NFPA 45

NFPA 45

NFPA 101

SPECIAL USE AREA

CODE REF

4.1 SPECIAL DETAILED OCCUPANCY & USE REQUIREMENTS

TOTAL ALLOWABLE HEIGHT

(NO. STORIES)

40 FT

UNLIMITED AREA - LIMITED TO (1) STORY

IBC §C102.2 AND

T C 102.1

INCREASE FOR SPRINKLERS NO -

TYPE OF CONSTRUCTION V-B IBC §602.5

CODE REF

5.1 ALLOWABLE HEIGHT

NOTES:

UNLIMITED AREA PROVISION APPLIED TO PHYSICALY CONNECTED

STRUCTURES

(A, B1, B2, B3, B4, B5, B6, B12, AND B13)

TOTAL ALLOWABLE AREA UNLIMITED

FRONTAGE BONUS (If) -

60 FT YARD REQUIRED

FOR UNLIMITED AREA

IBC §C102

INCREASE FOR SPRINKLERS NO

QUANTITIES IN USE QUANTITIES IN USE AND STORAGE

PER 100 (SF) OF LAB. UNIT - PER LAB. UNIT PER 100 (SF) OF LAB. UNIT - PER LAB. UNIT

CLASS I 2 (GAL) - 150 (GAL) CLASS I 4 (GAL) - 8 (GAL)

CLASS I,II, AND IIIA 4 (GAL) - 200 (GAL) CLASS I,II, AND IIIA 8 (GAL) - 400 (GAL)

NON SEPARATED LABORATORY USE IS LIMITED TO CLASS (C/D) FIRE HAZARDS AND QUANTITIES OF FLAMMABLE AND COMBUSTIBLE LIQUIDS NOT TO EXCEED THOSE OUTLINED IN TABLE 9.1.1(b) OF

NFPA 45

DESIGNING TO IBC APPENDIX C - GROUP U - AGRICULTURAL USE ALLOWS FOR UNLIMITED AREA

OF ANY CONSTRUCTION TYPE, NON-SPRINKLERED, FOR A SINGLE STORY WITH OTHER MIXED

OCCUPANCIES, INCLUDING RESIDENTIAL. THE LAB AND ADMIN IS A SEPARATED OCCUPANCY BY

MEANS OF A TWO HOUR ASSEMBLY CONSTRUCTED AT THE CONNECTED PEDESTRIAN WALKWAY

BETWEEN ANIMAL EMISSIONS AND LAB AND ADMIN. OTHER USES ARE SPEPARATED OCCUPANCIES, OR ACCESSORY USES.

ASSEMBLY TYPES

SMOKE PARTITIONS

FIRE BARRIERS

IBC §707 AND

§710

MINIMUM SEPARATION (HR) (1) HR AND 2 (HR) FIRE BARRIERS

NFPA 101

NFPA 150

NFPA 1221

IBC

APPLICABLE OCCUPANCY

& USE SEPARATIONS

PROVIDING SMOKE PARTITIONS TO SEPARATE

HIGHER HAZARD AREAS

PROVIDING (1) HR RATED FIRE BARRIERS TO

SEPARATE HIGHER HAZARD AREAS

PROVIDING (2) HR RATED FIRE BARRIER TO EM

RESPONDER RADIO EQUIPMENT AND SEPARATING

CONNECTION FROM PEDESTRIAN WALKWAY TO LAB

AND ADMIN

NFPA 101

CH. 8.7

NFPA 150

NFPA 1221

IBC §3104

MIXED OCCUPANCY ACCESSORY OCCUPANCY IBC §508.2

N/A IBC CH 4

SPECIAL REQUIREMENTS

REQUIREMENT TRIGGER MET?

SEPARATION USES

HAZARD AREAS PER NFPA

PEDESTRIAN WALKWAY

NFPA 101 &150

IBC §3104

1 19,967 10%

LIMITATIONS STORIES AREA (SF) MAX % IBC §508.2

ACCESSORY OCCUPANCY

GROUPS

B, A-3, S-1

5.2 ALLOWABLE AREA CODE REF

ROOF ASSEMBLY 0-HOUR

FLOOR ASSEMBLY 0-HOUR

INTERIOR 0-HOUR

NONBEARING

WALLS

EXTERIOR 0-HOUR

INTERIOR

0-HOUR (NOT RATED SUPPORTING ROOF

ONLY)

BEARING WALLS

EXTERIOR 0-HOUR

BUILDING

ELEMENT

PRIMARY STRUCTURAL

FRAME

0-HOUR (NOT RATED SUPPORTING ROOF

ONLY)

IBC T 601

IBC T 705.5

CONSTR.

TYPE

V-B RATING CODE REF

6.1 FIRE-RESISTANCE-RATING OF STRUCTURE

U NA NA

S-1 CLASS B CLASS C

B CLASS B CLASS C

WALL FINISH

A CLASS B CLASS B

IBC T 803.13

U

S-1

B

FLOOR FINISH

A

DOC FF-1 OR

ASTM D 2859

DOC FF-1 OR

ASTM D 2859

IBC §804

OCCUPANCY EXIT COMPONENTS ROOMS/SPACES CODE REF

7.0 INTERIOR FINISHES

*RADIO COVERAGE OF RESPONDING JURISDICTION TO BE EVALUATED AT APPROXIMATELY 75%

CONSTRUCTION COMPLETION

EM RESPONDER RADIO YES TBD*

FCC 47 CFR PART

90.219

IBC §915

COMBUSTIBLE GAS

DETECTION

YES YES NFPA 720 IBC §406.6

FIRE PUMPS YES YES (SITE) NFPA 20 IBC §913

FIRE COMMAND CENTER NO NO NFPA 101 IBC §911

SMOKE CONTROL NO NO NFPA 92 IBC §909

STAIR PRESSURIZATION NO NO NFPA 92 IBC §909

EMERGENCY ALARM NO NO NFPA 72 IBC §908

FIRE ALARM & DETECTION YES YES NFPA 72 IBC §907

FIRE EXTINGUISHERS YES YES NFPA 10 IBC §906

STANDPIPE NO NO NFPA 14 IBC §905

AUTOMATIC SPRINKLER YES PARTIALLY NFPA 13 ARS 242-1

EXIT SIGNS YES YES NFPA 101 IBC §1011

EMERGENCY LIGHTING YES YES NFPA 101 IBC §1006.3

REQUIRED PROVIDED DESIGN STD CODE REF

8.1 LIFE SAFETY SYSTEM REQUIREMENTS

NFPA 1142

STANDARD ON WATER SUPPLIES FOR SUBURBAN AND RURAL

FIREFIGHTING, 2022

NFPA 150 FIRE AND LIFE SAFETY IN ANIMAL HOUSING FACILITIES CODE, 2022

NFPA 45

STANDARD ON FIRE PROTECTION FOR LABORATORIES USING

CHEMICALS, 2022

OTHER STANDARDS

ACCESSIBILITY CODE 2010 ADA SAD & 2009 ICC A117.1

FUEL GAS CODE 2021 INTERNATIONAL FUEL GAS CODE

ENERGY CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE

ELECTRICAL CODE 2020 NFPA 70 (NATIONAL ELECTRICAL CODE)

PLUMBING CODE 2021 NATIONAL STANDARD PLUMBING CODE

MECHANICAL CODE 2021 INTERNATIONAL MECHANICAL CODE

FIRE CODE 2021 NFPA 1

LIFE SAFETY CODE 2021 NFPA 101

BUILDING CODE 2021 INTERNATIONAL BUILDING CODE

FACILITY DESIGN ARS FACILITIES DESIGN STANDARDS ARS-242.1, MAY 1ST, 2012

UNITED STATES DEPARTMENT OF AGRICULTURE

THE FOLLOWING CODE REVIEW NARRATIVE IS PROVIDED TO SERVE AS A BASIS OF

UNDERSTANDING FOR THE DEVELOPMENT OF THE DESIGN, DRAWINGS, AND SPECIFICATIONS

FOR THE LAB AND ADMIN, ANIMAL EMISSION CHAMBERS, ADVANCED ANIMAL NUTRITION,

CONVENTIONAL FREESTALL, DRY COWS, MILKING PARLOR, SPECIAL NEEDS AND MATERNITY,

ROBOTIC FREESTALL, MILK HOUSE, AND CONNECTOR AREAS AT THE U.S. DAIRY FORAGE

RESEARCH CENTER, IN PRAIRIE DU SAC, WISCONSIN.

UFC (UNIFIED FACILITIES CRITERIA) APPLICABLE MODEL CODE SECTIONS WERE USED IN THIS

DESIGN. IBC AND NFPA 101 WERE APPLIED AS DIRECTED IN UFC REQUIREMENTS. WHERE

APPLICABLE, THE MOST STRINGENT REQUIREMENT WAS APPLIED.

IBC (INTERNATIONAL BUILDING CODE) COMPLIANCE AS IT RELATES TO OCCUPANCY

CLASSIFICATION, CONSTRUCTION TYPE, BUILDING HEIGHT AND AREAS, BUILDING

SEPARATION DISTANCE, AND OCCUPANCY SEPARATION REQUIREMENTS. (IBC REQUIRMENT

FOR SEPARATION OF INCIDENTAL USES ARE NOT PERMITTED)

NFPA 101 COMPLIANCE AS IT RELATES TO FIRE AND SMOKE RATINGS OF INTERIOR NON-LOAD

BEARING PARTITIONS (OTHER THAN THOSE FOR OCCUPANCY), MEANS OF EGRESS, INTERIOR

FINISH, AND FEATURES OF FIRE PROTECTION.

DESIGNING TO IBC APPENDIX C - GROUP U - AGRICULTURAL USE ALLOWS FOR UNLIMITED

AREA OF ANY CONSTRUCTION TYPE, NON-SPRINKLERED, FOR A SINGLE STORY WITH OTHER

MIXED OCCUPANCIES, INCLUDING RESIDENTIAL. THE LAB AND ADMIN IS A SEPARATED

OCCUPANCY BY MEANS OF A TWO HOUR ASSEMBLY CONSTRUCTED AT THE CONNECTED

PEDESTRIAN WALKWAY BETWEEN ANIMAL EMISSIONS AND LAB AND ADMIN. OTHER USES

ARE SPEPARATED OCCUPANCIES, OR ACCESSORY USES.

3.0 DESIGN CODE COMPLIANCE

EXIT DISCHARGE TO PUBLIC WAY AS REQ'D

HORIZONTAL EXITS NO NO

EXITS YES SEE PLANS

NFPA 101 - CH 7

REQUIRED PROVIDED CODE REF

8.24 EXIT ENCLOSURES AND EXIT DISCHARGE

EXIT SEPARATION

DISTANCE

1/2 THE DIAGONAL AS REQ'D

EXITS REQUIRED FROM A

FLOOR

0 < OL < 11: 1

11 < OL < 499: 2

AS REQ'D

EXITS REQUIRED FROM A

SPACE

0 < OL < 11: 1

11 < OL < 499: 2

AS REQ'D

NFPA 101

CH 7

REQUIRED PROVIDED CODE REF

8.23 EXIT & EXIT ACCESS DOOR CONFIGURATION

CORRIDOR WIDTH

MINIMUM

OCC LOAD < 50

OCC LOAD ≥ 50

36" 44"

DEAD END CORRIDOR

LIMIT

ANIMAL HOUSING AND

STORAGE:

ASSEMBLY AND BUSINESS:

< 50'

< 20'

EXIT ACCESS TRAVEL

DISTANCE

LAB SPACES:

ASSEMBLY, BUSINESS, AND

STORAGE:

ANIMAL HOUSING:

< 150'

< 200' < 300'

COMMON PATH OF

TRAVEL

ANIMAL HOUSING,

ASSEMBLY, AND BUSINESS:

STORAGE

< 75' < 50'

ACCESSIBLE MEANS OF

EGRESS

YES YES

ARS DM

NFPA 101 CH 7

NFPA 150 CH 8,

13, AND 17

CRITERON LIMIT CODE REF

8.22 PATH OF TRAVEL

EGRESS CAPACITY

STAIRWAYS:

OTHER:

0.3"/OCC

0.2"/OCC

NFPA 101 - CH 7

ANIMAL HOUSING (CAT 7)

ANIMAL HOUSING (CAT 3)

300 GROSS SF/OCC

LABORATORIES: 50 GROSS SF/OCC

OFFICE AREAS: 150 GROSS SF/OCC

ELECT/MECH/STOR 300 GROSS SF/OCC

OCCUPANT LOAD

FACTORS

ASSEMBLY: 15 GROSS SF/OCC

NFPA 101 - CH 7

8.21 OCCUPANT LOADS CODE REF

8.2 LIFE SAFETY EGRESS REQUIREMENTS

PROVIDED SEE CIVIL PLANS

9.1 ACCESSIBLE PARKING

PROVIDED SEE ARCHITECTURAL PLANS

9.0 ACCESSIBILITY

FIRE CLASSIFICATION CLASS C IBC §1505.1

10.0 ROOFS AND ROOFTOP EQUIPMENT CODE REF

OTHER DESIGN CRITERIA SEE STRUCT. GEN. NOTES

RISK CATEGORY II IBC T 1604.5

SEISMIC DESIGN CATEGORY SEE STRUCT. GEN. NOTES IBC §1603

DESIGN LOADS SEE STRUCT. GEN. NOTES IBC §1603

11.1 STRUCTURAL DESIGN REQUIREMENTS CODE REF

R T

A

/0

/2

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N E

W D

A

IR

Y F

O R

A G

E R

E S

E A

R C

H C

E N

T E

R

A u to d e s k D o c s

/1 U

S D

A D

F R

C /4

-F

-A L L -C e n tr a l.

rv t

/1

/2

:0

:0

A

M

G-011-A

A R

E A

A

B

B

B

B

B

B

B

B

L A

B

A D

M

IN

R

E S

E A

R C

H A

N D

C O

W A

R E

A S

P R

A

IR

IE

D

U S

A C

W

I O

M A

H A

D

IS

T R

IC

T

H D

R A

R L

IN

G T

O N

V

IR

G

IN

IA

D e s ig n e r

A u th o r

G K

L E

IM

A

N

C h e c k e r

/0

/2

W F

C

W F

C

AUTOMATIC SPRINKLER SYSTEM

PROVIDE WET SPRINKLER SYSTEM

IN LAB AND ADMIN AREA.

§903 -

FIRE DEPARTMENT CONNECTION

BUILDING MOUNTED SIAMESE

CONNECTION

§912 -

POST-INDICATOR VALVES

MINIMUM 40 FT FROM BUILDING OR

IF LESS THAN 40 FT EXTERIOR

WALLS, MINIMUM DISTANCE

EQUAL TO THE HEIGHT OF THE

WALL

- NFPA 24 §6.2.9

FIRE HYDRANT SYSTEMS

PROVIDE FIRE HYDRANTS WITHIN

400 FT OF BUILDINGS

MAXIMUM DISTANCE BETWEEN

FIRE HYDRANTS SHALL NOT

EXCEED 500 FT

- §18.5.3

WATER SUPPLY TEST

COORDINATED WITH FIRE CODE

OFFICIAL AND DOCUMENTED

- §18.3

FIRE FLOW DESIGN CAPACITY NFPA 1142 - -

CRITERIA IBC NFPA1

12.4 FIRE PROTECTION WATER SUPPLY

KEY BOXES APPROVED LOCATIONS - §18.2.2.1

PREMISES IDENTIFICATION VISIBLE FROM STREET §502.1 §10.11.1

STAIRWAY ACCESS TO ROOF NOT REQUIRED §1011.12 -

CRITERIA IBC NFPA 1

12.3 ACCESS TO BUILDING

SECURITY GATES

WHEN APPROVED MEANS OF

EMERGENCY OPERATION

(UL 325 & ASTM F 2200)

- §18.2.4.2

MARKING

SIGNAGE WHERE REQUIRED BY

FIRE OFFICIAL:

"FIRE LANE - NO PARKING ANYTIME

CURBS ON FIRE LANE SHALL BE

PAINTED RED OR YELLOW.

- §18.2.3.6

GRADE

10% MAX UNLESS APPROVED BY

THE FIRE CODE OFFICIAL

- §18.2.3.5.6

DEAD-ENDS (MAXIMUM) 150 FT - §18.2.3.5.4

TURNING RADIUS

MINIMUM APPROVED BY THE FIRE

CODE OFFICIAL

- §18.2.3.5.3

SURFACE

IMPOSED LOADS OF FIRE

APPARATUS

- §18.2.3.5.2

MINIMUM VERTICAL CLEARANCE 13 FT 6 IN - §18.2.3.5.1.2

MINIMUM WIDTH 20 FT - §18.2.3.5.1.1

MAXIMUM DISTANCE TO ALL

PORTIONS/EXTERIOR WALLS

150 FT - §18.2.3.2.2

CRITERIA IBC NFPA 1

12.2 FIRE APPARATUS ACCESS ROADS

FIRE FLOW DEMAND SHALL BE AS DETERMINED BY NFPA 1142 AS APPROVED BY USDA. SITE FIRE FLOW REQUIRES A TOTAL VOLUME OF WATER OF 373,668 GALLONS AT A FLOW RATE OF 1,000 GPM.

THIS DEMAND IS BASED ON A VOLUME OF 1,660,746 FT³ OF THE CONVENTIONAL FREESTALL AND DRY COW AREA. THIS AREA IS CONSTRUCTED WITH MATERIALS THAT RESULTS IN A CONSTRUCTION TYPE OF II (000) WHICH RESULTS IN A NFPA 1142 CONSTRUCTION CLASSIFICATION OF 0.75. THE USE OF THE AREA AS A DAIRY BARN RESULTS IN AN OCCUPANCY HAZARD CLASSIFICATION IN ACCORDANCE WITH

NFPA 1142 OF 5. THE BUILDING DOES HAVE EXPOSURE HAZARDS WITHIN 50 FT OF IT.

12.1 FIRE FLOW DEMAND

12.0 APPLICABLE FIRE CODE ASSUMPTIONS AND REQUIREMENTS

R T

A

/0

/2

TD-A-1TD-A-1 TD-A-1

T D

-A -1

T D

-A -1

TD-A-1TD-A-1 TD-A-1TD-A-1

TD-A-2TD-A-2

TD-A-2 TD-A-2TD-A-2

T D

-A -3

T D

-A -3

T D

-A -3

T D

-A -3

TD-A-3TD-A-3 TD-A-3TD-A-3

CP-A-1CP-A-1

C P

-A -2

C P

-A -2

TD-A-2 TD-A-2

T D

-A -2

T D

-A -2

S P

S P

S P

S P

S P

S

PSP SP

SP SP

SP SP SP

BOILER ROOM

A43

SEMINAR ROOM

A02

TOILET FEMALE

A04

OVERNIGHT /

NURSING

MOTHER

A05

TOILET MALE

A03

STOR. TABLE /

CHAIR

A17

DISPLAY AREA

A01

WASHER/ DRYER

A36

BREAK

A20

SHOWER MALE

A21

SHOWER FEMALE

A22

MUD ROOM

A24

CORRIDOR

A38

OFFICE

A08

OFFICE

A07

GLASSWARE

WASH

A26

CYLINDER

A29

WALK-IN

FREEZER

A30

INCUB. ROOM

A31

FERMENTATION

ROOM

A32

LABORATORY

LARGE

A34

LABORATORY

LARGE

A33

SAMPLE

STORAGE ROOM

A28

CHEM

A27

CORRIDOR

A40

OFFICE

A09

OFFICE

A10

OFFICE

A11

OFFICE

A12

TELECOM

A16

GARBAGE

A25

CORRIDOR

A39

STOR. ELEC.

A18

ELEC

A19

STOR.

A35

JC

A23

ELEC

A41

ELEC

A42

VESTIBULE

A01B

CHILLER ROOM

A44

MECHANICAL

A37

DOOR

2' - 10"

A24A

DOOR

5' - 8"

A44B

DOOR

5' - 5"

A40A

DOOR

5' - 10"

A01B

BCS

A15

COMPUTER

ROOM

A14

PRINT/COPY

A13

B1 BUILDING

OPEN OFFICE

A06

10' - 0"

UNIFORM

A45

A.A A.B

A.5

A.4

A.3

A.C A.D A.E A.F A.G A.H

A.2

A.1

A.I A.J A.KA.B2

A.6

A.D2

B1.A B1.F

B1.1

B1.D B1.EB1.CB1.B B2.B B2.C B2.D B2.E

B2.1

B2.A/B1.F B2.F

EGRESS WINDOW

A CLEAR DOOR WIDTH [FEET - INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

LIFE SAFETY NOTES:

1. FOR EMERGENCY LIGHTING, SEE ELECTRICAL LIGHTING

DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

TD

CP

EXIT DISCHARGE ARROW

EXIT DISCHARGE

WALL RATING LEGEND

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

FIRE EXTINGUISHER

OTHERS

CEILING EXIT SYMBOL

SMOKE PARTITION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N E

W D

A

IR

Y F

O R

A G

E R

E S

E A

R C

H C

E N

T E

R

A u to d e s k D o c s

/1 U

S D

A D

F R

C /4

-F

-A L L -C e n tr a l.

rv t

/1

/2

:0

:3

A

M

G-101-A

L

IF

E S

A F

E T

Y P

L A

N

A R

E A

A

L A

B

A D

M

IN

P R

A

IR

IE

D

U S

A C

W

I O

M A

H A

D

IS

T R

IC

T

H D

R A

R L

IN

G T

O N

V

IR

G

IN

IA

B D

U H

A C

E K

T F

R E

E M

A N

G K

L E

IM

A

N

J W

A R

B O

Y S

/0

/2

W F

C

W F

C

NORTH

KEY PLAN

A

3/32" = 1'-0"A1

LIFE SAFETY PLAN - AREA A - LAB & ADMIN

MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS

PATH ID

EGRESS DISTANCE

PROVIDED

MAXIMUM

PERMITTED

CP-A-1 29' - 0" 50' - 0"

CP-A-2 71' - 0" 75' - 0"

TD-A-1 162' - 6" 200' - 0"

TD-A-2 131' - 0" 200' - 0"

TD-A-3 91' - 6" 150' - 0"

MEANS OF EGRESS WIDTH CAPACITY

EXIT ID

PROVIDED EGRESS CAPACITY - LEVEL

COMPONENTS & RAMPS

EGRESS

CAPACITY

FACTOR

CLEAR

WIDTH

OCCUPANT LOAD

CAPACITY

A01B 0.2 5' - 10" 350

A24A 0.2 2' - 10" 170

A37B 0.2 3' - 4" 200

A40A 0.2 5' - 5" 325

A44B 0.2 5' - 8" 340

TOTAL 879

OFFICE/LAB STORAGE 17

OFFICE/LAB ASSEMBLY 108

OFFICE/LAB LAB 109

OFFICE/LAB BUSINESS 38

ANIMAL HOUSING AGRICULTURAL 607

AREA/BUILDING

OCCUPANT USE

TYPE

OCCUPANT

LOAD

OCCUPANT LOAD SCHEDULE

R T

A

/0

/2

G

G G

G G

G G

G G

G G

G

G G G G G G G G

G G

G G

G

GGG

G G

G

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

G G G

G

GGG

W W

W W

WWWW

SAN

SAN

SAN

SAN

SD

F F F F F F F F F F F F F

F

F F

F F

F F

F F

F F

F F

F F

F F

F F

F F

F

F F F F F

F

F F

F F

F F

F F

F F

F F

F

FFFFFFFF

SD SD SD

SD

SD

SD

SD

SD SD

SAN

SAN

G G

SA

N

SA

N

SAN SAN SAN SAN SAN

WWWWW

F F

SD

SD

F F F F

F

FFF

F

F

SDSDSDSDSDSDSDSDSDSDSDSD

W W

W W

W W

W W

W W

W W

W W

W

FFFFF

G

SD

SD

SD

SD SD

SD

ALIGN WALKWAY WITH

ARCHITECTURE.

SPADED LANDSCAPE

EDGE PARALLEL WITH

BUILDING FACADE

ALIGN WALKWAY WITH

ARCHITECTURE.

SCORE PLAZA 1' FROM

OUTSIDE EDGE WITH

5X5' PANELS, TYP.

SPADED LANDSCAPE

EDGE PARALLEL WITH

BUILDING FACADE

PARKING LOT, BY OTHERS

GRAVEL DRIVEWAY,

BY OTHERS

ASPHALT DRIVEWAY,

BY OTHERS

COOLING TOWER

YARD, SLOPE TO

DRAIN. RE: CIVIL

AND MECHANICAL

SHEETS

FIELD VERIFY AND TIE

INTO GRAVEL DRIVE.

SCORE WALKWAY 1'

FROM NORTH AND

SOUTH EDGE WITH 3

EQUAL PANELS

ACROSS AND 8 EQUAL

PANELS ALONG. FIELD

VERIFY WALKWAY

WIDTH TO MATCH

ARCHITECTURE.

SCORE WALKWAY 1'

FROM OUTSIDE EDGE.

FIELD VERIFY EDGE

OF ASPHALT

DRIVEWAY.

LIGHT FIXTURE, TYP. SEE ELECTRICAL

SHEETS. CENTER LIGHT FIXTURE BETWEEN

WINDOWS. ALIGN WITH WALKWAY SCORING

5.0

10.0

5.0

5.0

1.67 1.67

2.0

2.0

2.0

2.0

2.0 2.0

2.0

2.0

2.0 5.0

2.0

27.0

.0

7.0

.5

3 E

QU

AL

P

AN

EL

S

5 EQUAL PANELS

4 EQUAL PANELS

5 E

QU

AL

P

AN

EL

S

EQ. EQ.

8.0

3 E

QU

AL

P

AN

EL

S

3.0

EQ. EQ.

2.0

2.02.0

CENTER WALKWAY ON

BUILDING ENTRANCE

6.0

CL

US Army Corps of Engineers ®

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1" = 20'-0"A1 SITE LAYOUT PLAN - AREA A - LAB & ADMIN

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M

GENERAL LAYOUT NOTES:

1. ALL CURB AND GUTTER DIMENSIONS ARE TO FACE OF

CURB. ALL SIDEWALK DIMENSIONS ARE TO THE BACK

OF CURB UNLESS OTHERWISE NOTED.

2. WHEN CONTROL POINTS ARE PROVIDED THE

CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR

TO CONSTRUCTION.

3. ALL RAMPS AND CURB RAMPS SHALL COMPLY WITH

FEDERAL AND LOCAL ACCESSIBILITY STANDARDS.

4. CONTRACTOR TO SUPPLY AND INSTALL ALL

NECESSARY SLEEVES UNDER PAVING AND WALKS.

COORDINATE LOCATIONS WITH GENERAL

CONTRACTOR.

5. SITE PLAN SHOWS DIAGRAMMATIC LAYOUT OF

CONTROL JOINTS. UNLESS NOTED OTHERWISE

EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM

OF 35' O.C. AND ADJACENT TO FIXED VERTICAL

STRUCTURES SUCH AS WALLS, CURBS, STEPS AND

BUILDINGS.

6. PROPOSED SIGNAGE TO MEET LOCAL SIGN CODES.

CONTRACTOR SHALL SECURE SIGN PERMITS WHERE

REQUIRED.

SI

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L-001-A

G G

G G

G G

G G

G G

G

G G G G G G G G

G G

G G

G

GGG

G G

G

W

W

W

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W

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W

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W W W W W W W W W W W W W W W W

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

G G G

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SAN

SAN

SAN

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F F F F F F F F F F F F F

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SD SD SD

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F F

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W W

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SD

SD

SD

SD SD

SD

2 5

PARKING LOT, BY OTHERS

COOLING TOWER

YARD, SLOPE TO

DRAIN. RE: CIVIL

AND MECHANICAL

SHEETS

ROOF OVERHANG, TYP.

GRAVEL DRIVEWAY,

BY OTHERS

ASPHALT DRIVEWAY,

BY OTHERS

US Army Corps of Engineers ®

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1" = 20'-0"A1 SITE MATERIALS PLAN - AREA A - LAB & ADMIN

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GENERAL MATERIALS

NOTES:

1. SEE SHEET L-001-A FOR GENERAL LAYOUT NOTES:

KEYNOTE LEGEND

1. CONCRETE PAVEMENT.

2. SPADED LANDSCAPE EDGE.

3. LIMESTONE OUTCROPPING, RE: L-501-A.

4. HARDWOOD MULCH.

5. INERT MULCH, COLOR TO BE CARAMEL

QUARTZITE.

6. INTEGRALLY COLORED CONCRETE

PAVEMENT.

SI

TE

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AT

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IA

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L-002-A

G G

G G

G G

G G

G G

G

G G G G G G G G

G G

G G

G

GGG

G G

G

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

G G G

G

GGG

W W

W W

WWWW

SAN

SAN

SAN

SAN

SD

F F F F F F F F F F F F F

F

F F

F F

F F

F F

F F

F F

F F

F F

F F

F F

F

F F F F F

F

F F

F F

F F

F F

F F

F F

F

FFFFFFFF

SD SD SD

SD

SD

SD

SD

SD SD

SAN

SAN

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N

SA

N

SAN SAN SAN SAN SAN

WWWWW

F F

SD

SD

F F F F

F

FFF

F

F

SDSDSDSDSDSDSDSDSDSDSDSD

W W

W W

W W

W W

W W

W W

W W

W

FFFFF

G

SD

SD

SD

SD SD

SD

9 TG

7 HQ

58 CH

44 AC

10 PF

7 EM

14 NR

7 EM

10 NR

19 EM

3 EM

29 EM

16 TP

6 NR

12 EM

6 NR

16 TP

6 NR

12 EM

6 NR

42 SS

11 NR 110 SS

5 TG

6 NR

8 TP

17 EM

25 EM

15 NR

7 NR

27 SS

10 TP

14 EM

3 NR

17 EM

8 HQ

6 AA

GRAVEL DRIVEWAY,

BY OTHERS

ASPHALT DRIVEWAY,

BY OTHERS

COOLING TOWER

YARD, SLOPE TO

DRAIN. RE: CIVIL

AND MECHANICAL

SHEETS

PARKING LOT, BY OTHERS

12 TP

30 SS

12 SS

19 SS

18 EM

78 SS

30 EM

28 SS

7 SS

4 SS

CODE QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

EVERGREEN TREE

TG 14 TSUGA CANADENSIS 'GOLDEN SPLENDOR' GOLDEN SPLENDOR EASTERN HEMLOCK 6 FT MIN. B&B

ORNAMENTAL TREES

AA 6 AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1-1/2" CAL B&B SPECIMEN

SHRUBS

HQ 15 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 5 GAL CG 6`-0" O.C.

EVERGREEN SHRUBS

TP 62 THUJA OCCIDENTALIS 'PYGMY GLOBE' PYGMY GLOBE ARBORVITAE 5 GAL CG 4`-0" O.C.

GRASSES & SEDGES

CH 58 CAREX PENSYLVANICA 'STRAW HAT' STRAW HAT PENNSYLVANIA SEDGE 3 GAL CG 18" O.C.

SS 357 SPOROBOLUS HETEROLEPIS 'MORNING MIST' MORNING MIST PRAIRIE DROPSEED 3 GAL CG 24" O.C.

GROUND COVERS

AC 44 ASARUM CANADENSE WILD GINGER 1 GAL CG 12" O.C.

PERENNIALS

EM 210 ECHINACEA PURPUREA 'MAGNUS' MAGNUS PURPLE CONEFLOWER 3 GAL CG 18" O.C.

NR 90 NEPETA RACEMOSA 'WALKER'S LOW' WALKER'S LOW CATMINT 3 GAL CG 30" O.C.

PF 10 PHLOX MACULATA 'FLOWER POWER' FLOWER POWER MEADOW PHLOX 3 GAL CG 24" O.C.

PLANT SCHEDULE USDA-DFRC

US Army Corps of Engineers ®

SHEET ID

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GENERAL PLANTING

NOTES:

1. PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR

CONVENIENCE ONLY AND ARE NOT GUARANTEED.

QUANTITIES ON PLAN WILL PREVAIL IF DISCREPANCIES

OCCUR.

2. THE CONTRACTOR SHALL SHOW PROOF OF

PROCUREMENT, SOURCES, QUANTITIES AND

VARIETIES FOR ALL SHRUBS, PERENNIALS,

ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21

DAYS FOLLOWING THE AWARD OF CONTRACT.

TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS

ESSENTIAL TO THE SUCCESSFUL COMPLETION AND

ACCEPTANCE OF THE PROJECT.

3. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE

CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE

SPECIFIED MATERIAL, AND HAS PROVEN THAT THE

SPECIFIED MATERIAL IS NOT AVAILABLE. THE

CONTRACTOR MUST PROVIDE NAME AND VARIETY OF

SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR

APPROVAL PRIOR TO TAGGING OR PLANTING.

SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE

OF VARIETY OF PLANT HAVING SAME ESSENTIAL

CHARACTERISTICS.

4. ALL PLANT MATERIAL SHALL BE NURSERY GROWN,

SOUND, HEALTHY, VIGOROUS AND FREE FROM

INSECTS, DISEASE AND INJURIES, WITH HABIT OF

GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES

SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED

ON THE PLANT LIST. KIND, SIZE AND QUALITY OF

PLANT MATERIAL SHALL CONFORM TO THE

AMERICAN STANDARD FOR NURSERY STOCK (ANSI

Z60.1), MOST RECENT EDITION.

5. STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED

ON THE DRAWINGS OR AS DIRECTED BY THE

LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO

PLANTING.

6. PLANT FIVE TREES FOR LANDSCAPE ARCHITECT

APPROVAL PRIOR TO PLANTING THE REMAINING

TREES ON SITE. DEMONSTRATION SHOULD

ILLUSTRATE A COMPREHENSIVE UNDERSTANDING OF

INFORMATION INCLUDED IN PLANTING DETAILS AND

SPECIFICATIONS.

7. PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR

APPROVAL OF PLANT LAYOUT AND SAMPLE TREE

PLANTINGS.

8. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL

OR DRAINAGE PROBLEMS TO THE LANDSCAPE

ARCHITECT PRIOR TO PLANTING.

9. SOD/SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT

COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS,

UNLESS OTHERWISE NOTED.

10. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH

AROUND ALL TREES AND IN ALL PLANTING BEDS TO A

DEPTH OF 3".

11. SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND

WARRANTY REQUIREMENTS.

12. CONTRACTOR TO PROVIDE DRIP IRRIGATION, AS

SPECIFIED, FOR ALL PLANTING BEDS.

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L-501-A

8" 1'-

6"

MI

N

HE

IG

HT

T O

LO

W

ES

T

BR

AN

CH

4" MI

N

3x ROOTBALL

STRONG CENTRAL LEADER, TYP

DOUBLE STRAND 14

GAUGE WIRE TWISTED

TIGHTLY AND WRAPPED

AROUND TRUNK BELOW

LOWEST BRNACH

USE BIODEGRADABLE

FABRIC STRAPS WITH

BRASS GROMMETS;

12" LONG MIN.

WOOD STAKE; PLACE

PERPENDICULAR TO

PREVAILING WINDS. DO

NOT PENETRATE ROOT

BALL. REMOVE AFTER

ONE FULL GROWING

SEASON

SET CROWN OF

ROOTBALL 2" ABOVE

FINISHED GRADE, TYP;

DO NOT PILE ORGANIC

MULCH AROUND TRUNK

3" HIGH SOIL WATERING

BASIN WITH ORGANIC

MULCH, TYP

AMENDED SOIL BACKFILL

MIXED WITH NATIVE SOIL

EXCAVATED FROM

PLANTING HOLE; SEE

SPECIFICATIONS

LIGHTLY TAMPED NATIVE

SOIL TO PREVENT

SETTLING

ENSURE STAKE

PENETRATES SUBGRADE

2'-0"

6"

DECIDUOUS TREE PLANTING, TYP. 3/4" = 1'-0"

NOTE: REMOVE STAKING

AND POST AFTER ONE

GROWING SEASON

DO NOT CUT LEADER; PRUNE

WOOD PRIOR TO PLANTING;

REMOVE TWINE FROM BRANCHES

STAPLE BIODEGRADABLE STRAP

TO POST TO PREVENT TIE FROM

SLIPPING; UNIFORMLY TIGHTEN

GUY WIRES; USE STRAP PLACED

THROUGH GROMMETS OF WEB

STRAPS TO SECURE TREE

2" HIGH WATER BASIN

WITH ORGANIC

MULCH

REMOVE TREE FROM

CONTAINER

UNDISTURBED NATIVE SOIL (TYP.)

LIGHTLY TAMPED NATIVE SOIL

SUPPORT TO PREVENT SETTLING

EVERGREEN TREE PLANTING 3/4" = 1'-0"

DETAIL NOTE:

1. LOCATE PLANTS ONE HALF OF SPECIFIED SPACING DISTANCES FROM ANY CURB, SIDEWALK, OR OTHER HARD

SURFACES, UNLESS OTHERWISE SPECIFIED.

2x WIDTH OF

CONTAINER

TRIM LEAVES 1/4" ABOVE

FINISHED GRADE

REMOVE CONTAINER FROM

ROOT BALL; SCORE ROOT BALL

3" LAYER OF ORGANIC MULCH

AMENDED SOIL BACKFILL

MIXED WITH NATIVE SOIL

EXCAVATED FROM PLANTING

PIT, TYP

PREPARED SUBGRADE

SCARIFY BOTTOM AND SIDES

OF HOLES PRIOR TO PLANTING

PLANT LEVEL AND AT FINISHED

GRADE

CONTAINER GROWN SHRUB PLANTING 1" = 1'-0"

DETAIL NOTES:

1. ALL PERENNIALS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING OR ON CENTER SPACING AS SPECIFIED ON THE

PLANTING PLAN.

2. LOCATE PLANTS ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE, UNLESS OTHERWISE SPECIFIED.

TRIANGULATED SPACING, TYP

EQ

SPACING VARIES; SEE

LANDSCAPE PLAN, TYP

PLANT LEVEL AND AT FINISHED

GRADE

3" LAYOUT OF ORGANIC MULCH

AMENDED SOIL BACKFILL MIXED

WITH NATIVE SOIL EXCAVATED

FROM PLANTING PIT, TYP

PREPARED SUBGRADE

REMOVE CONTAINER FROM ROOT BALL;

SCORE ROOT BALL

SCARIFY BOTTOM AND SIDES OF PLANTING PIT

PRIOR TO PLANTING

CONTAINER GROWN PERENNIAL PLANTING 1" = 1'-0"

O.C.

TYP

O.C.

TYP

O.C.

TYP

O.C.

TYP

O.

C.

TY

P

O.

C.

TY

P

8"

PLAN - STAGGERED ROW PLANTING

1/2 1/2

GROUNDCOVER, TYP

SECTION

GROUNDCOVER SET 1"-2" ABOVE

FINISHED GRADE, TYP

ORGANIC MULCH, TYP

PLANTING SOIL, TYP

PREPARED

SUBGRADE, TYP

CONTAINER GROWN GROUND COVER 3/4" = 1'-0"

NOT IN USE6

LIMESTONE OUTCROPPING

WITH SPLIT FACED FINISH

ON FRONT AND BACK AND

SANDBLASTED FINISH ON

THE TOP AND SIDES.

BOTTOM SURFACE OF

LIMESTONE TO BE SMOOTH

AND LEVEL FOR ALIGNMENTADJACENT CONCRETE

PAVEMENT, RE: L-002-A

SECTION: LIMESTONE OUTCROPPING 1" = 1'-0"

L-501-A

#4 BAR CONTINUOUS W/

HOOPS @ 24" O.C.

COMPACTED SUBGRADE

FINISHED GRADE

STAINLESS STEEL PIN @ 24"

O.C.

1'-6"

1'- 6"

1'- 6"

1'-6"

ISOLATION JOINT

LIMESTONE OUTCROPPING

WITH SPLIT FACED FINISH

ON FRONT AND BACK AND

SANDBLASTED FINISH ON

THE TOP AND SIDES

SPLIT FACED FINISH

10'-0"

1'- 6"

SANDBLASTED FINISH

ADJACENT SURFACE

VARIES, RE: L-002-A

ELEVATION: LIMESTONE OUTCROPPING 1" = 1'-0"

L-501-A

NOT IN USE

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GENERAL NOTES

NO. GENERAL NOTES DESCRIPTION

1 THE PROJECT SPECIFICATIONS ARE A PART OF THE CONTRACT DOCUMENTS.

2 THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE CONTRACTING

OFFICER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK

3 THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATED THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION BY THE ARCHITECT, ENGINEER, OR CONTRACTING OFFICER

DOES NOT INCLUDE REVIEW OF THESE MEASURES.

4 NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5 ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR WORK SHOWN ON THE DRAWINGS AND TYPICAL DETAILS. DIMENSIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

6 NO PIPES OR DUCTS SHALL BE PLACED IN OR PENETRATE STRUCTURAL MEMBERS UNLESS SPECIFICALLY

DESIGNED AND DETAILED.

7 REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

A) SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.

B) SIZE AND LOCATION OF INTERIOR AND EXTERIOR NONBEARING PARTITIONS.

C) SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC.

D) SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS IF NOT DIMENSIONED ON THESE DRAWINGS.

E) FLOOR AND ROOF FINISHES.

F) STAIR FRAMING AND DETAILS EXCEPT AS SHOWN HEREIN.

G) DIMENSIONS NOT SHOWN ON STRUCT DWGS.

8 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

A) PIPE RUNS, SLEEVES, HANGERS, EQUIPMENT, SLAB OPENINGS, NOT SHOWN OR NOTED HEREIN.

B) ELECTRICAL CONDUIT, BOXES, OUTLETS.

C) CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES.

D) SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES. CONTRACTOR'S ENGINEER SHALL DESIGN SEISMIC

ANCHORAGE FOR MECHANICAL AND ELECTRICAL EQUIPMENT PER SPEC.

9 ASTM REFERENCES ARE FOR LATEST REVISIONS AND ISSUE, UNO.

10 CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE CONDITIONS.

UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED STRUCTURES, UTILITIES, ETC, SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY SITE CONDITIONS NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY

LINES, ETC.

11 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON STRUCTURAL FRAME SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE SHORING AND BRACING WHERE DESIGN

STRENGTH HAS NOT BEEN ATTAINED OR STRUCTURE IS NOT COMPLETE.

12 THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE

BEGINNING EXCAVATION. EXERCISE CAUTION IN EXCAVATING AND TRENCHING.

13 STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS HEREIN.

APPLICABLE CODES AND STANDARDS

1. ALL LOCAL, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION OVER THIS

PROJECT.

2. UNIFIED FACILITIES CRITERIA (UFC)

a. UFC 1-200-01: DOD BUILDING CODE (CHANGE 1, 01 OCT 2020)

b. UFC 3-301-01: STRUCTURAL ENGINEERING (01 OCT 2019)

3. INTERNATIONAL CODE COUNCIL (ICC)

a. IBC 2021 INTERNATIONAL BUILDING CODE

4. AMERICAN CONCRETE INSTITUTE (ACI):

a. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

5. AMERICAN IRON AND STEEL INSTITUTE (AISI):

a. AISI S100-16 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS

6. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE):

a. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

7. ASTM INTERNATIONAL (ASTM):

a. ALL MATERIAL STANDARDS NOTED

8. AMERICAN WOOD COUNCIL (AWC):

a. AWC NDS-2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD

CONSTRUCTION - WITH 2018 NDS SUPPLEMENT

b. AWC SDPWS-2021 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC

9. USDA-ARS FACILITIES DESIGN STANDARDS

a. ARS 242.1 (May 1, 2012)

RISK CATEGORY

USE OR OCCUPANCY OF STRUCTURE OFFICE/LABORATORY

RISK CATEGORY II

DESIGN LOADS

1. DEAD LOAD

ACTUAL WEIGHT OF MATERIALS USED ADDING THE FOLLOWING:

ALLOWANCE FOR ROOFING SYSTEM 10 psf ALLOWANCE FOR MEP 5 psf

2. FLOOR LIVE LOAD BY AREA OF BUILDING:

MECHANICAL ROOM 125 psf FROZEN STORAGE, REFRIGERATION AREAS 250 psf STORAGE ROOMS 150 psf LABORATORY 125 psf LOBBIES AND CORRIDORS 100 psf

OFFICE SPACE

(INCLUDES 15 PSF PARTITION ALLOWANCE) 80 psf

3. ROOF LIVE LOAD 20 psf

4. SNOW LOAD DATA

GROUND SNOW LOAD, Pg 30 psf FLAT ROOF SNOW LOAD, Pf 20 psf SNOW EXPOSURE FACTOR, Ce 0.90 SNOW LOAD IMPORTANCE FACTOR, Is 1.00 THERMAL FACTOR, Ct 1.00 DRIFT SURCHARGE LOAD, Pd per ASCE 7 WIDTH OF SNOW DRIFT, w per ASCE 7

5. WIND DESIGN DATA

ULTIMATE DESIGN WIND SPEED, Vult 107 mph

WIND EXPOSURE CATEGORY C

GROUND ELEVATION FACTOR, Ke 1.00 TOPOGRAPHIC FACTOR, Kzt 1.00 WIND DIRECTIONALITY FACTOR, Kd 0.85

GUST-EFFECT FACTOR 0.85

INTERNAL PRESSURE COEFFICIENT ±0.18

6. EARTHQUAKE DESIGN DATA

SEISMIC IMPORTANCE FACTOR, Ie 1.00

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Ss 0.081 g S1 0.051 g

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Sds 0.086 g Sd1 0.082 g

SEISMIC DESIGN CATEGORY B

BASIC SEISMIC FORCE-RESISTING SYSTEM(S):

LIGHT-FRAME (WOOD) WALL SHEATHED WITH WOOD STRUCTURAL PANELS

RATED FOR SHEAR RESITANCE

RESPONSE MODIFICATION COEFFICIENT, R 6.5

SEISMIC RESPONSE COEFFICIENT, Cs 0.013 DESIGN BASE SHEAR, V 8.33 kip

ANALYSIS PROCEDURE USED:

EQUIVALENT LATERAL FORCE

APPLICABLE HORIZONTAL STRUCTURAL IRREGULARITIES N/A

APPLICABLE VERTICAL STRUCTURAL IRREGULARITIES N/A

LOCATION OF BASE EL = 866'-0"

7. FLOOD DESIGN DATA

FLOOD DESIGN CLASS N/A

8. SPECIAL LOADS

BLAST N/A

FOUNDATION DESIGN

1. THE FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL REPORT

PREPARED BY SOILS & ENGINEERING SERVICES, INC., SES PROJECT NUMBER

13460, DATED NOVEMBER 28, 2022.

2. ALLOWABLE BEARING CAPACITY = 3,000 psf

3. FROST DEPTH = 5'-0"

MATERIALS OF CONSTRUCTION

1. NORMAL WEIGHT CONCRETE

GENERAL STRUCTURAL CONCRETE f'c = 4,500 psi INTERIOR SLAB-ON-GROUND f'c = 4,000 psi

2. REINFORCING STEEL

ASTM A615 GR 60 Fy = 60 ksi

3. WELDED WIRE REINFORCING - ASTM A1064 Fy = 70 ksi

4. WOOD PRODUCTS - SEE WOOD SECTION ON GENERAL STRUCTURAL NOTES AND

SPECIFICATIONS SECTIONS

5. NON-SHRINK AND NON-METALLIC GROUT AT BASE/BEARING PLATES

AT 7 DAYS f'c = 4,000 psi AT 28 DAYS f'c = 8,000 psi

GENERAL CONSTRUCTION NOTES

1. STRUCTURAL DRAWINGS SHOULD NOT BE SCALED. PRINTED DIMENSIONS HAVE

PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE OVER SMALL.

2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE

CONTRACT DOCUMENTS. STRUCTURAL DRAWINGS SHALL BE USED IN

CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND

PLUMBING DRAWINGS FOR LOCATION AND SIZE OF OPENINGS, BLOCKOUTS, FLOOR

DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT INDICATED ON THE STRUCTURAL

DRAWINGS. THE LOCATION AND SIZE OF MECHANICAL AND ELECTRICAL OPENINGS IN

SLABS, WALLS AND DECKS SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE

ALL ADDITIONAL FRAMING OR REINFORCING TO ACCOMMODATE OPENINGS AS

REQUIRED BY THE APPLICABLE STANDARD DETAILS SHOWN ON THE STRUCTURAL

DRAWINGS. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL

MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY

THE STRUCTURAL ENGINEER.

3. WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS, BLOCKOUTS, FLOOR

DEPRESSIONS, CURBS, ETC., BUT MAY BE AFFECTED BY THE EQUIPMENT

PURCHASED, THE CONTRACTOR SHALL VERIFY THE INFORMATION PROVIDED PRIOR

TO CONSTRUCTION.

4. PROVIDE CONCRETE EQUIPMENT PADS AND INERTIAL BASES FOR MECHANICAL AND

ELECTRICAL INSTALLATIONS. CONSTRUCT PADS AND BASES IN ACCORDANCE WITH

THE TYPICAL DETAILS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LIMITS

AND LOCATIONS.

5. THE CONTRACTOR SHALL VISIT THE SITE AND GET FAMILIAR WITH EXISTING

CONDITIONS, CHECK AND VERIFY EXISTING DIMENSIONS AND TAKE ADDITIONAL

MEASUREMENTS AS NEEDED. NOTIFY THE ARCHITECT OF ANY DISCREPANCY

BETWEEN ACTUAL CONDITIONS AND INDICATED CONDITIONS. MODIFICATION OF

DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF

THE ARCHITECT OR STRUCTURAL ENGINEER.

6. ALL COLUMNS AND FOUNDATIONS, UNLESS NOTED OTHERWISE, SHALL BE

CENTERED ON GRIDLINES IN EACH DIRECTION. BEAMS SHALL BE EQUALLY SPACED

BETWEEN COLUMN CENTERLINES UNLESS NOTED OTHERWISE.

7. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY

DETAILED. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN

FOR SIMILAR WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND

CONSTRUCTION OF ALL FORMS, SHORING AND TEMPORARY BRACING. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE AND SAFETY OF WORKERS DURING CONSTRUCTION.

A. DO NOT PLACE CONSTRUCTION MATERIALS OR OTHER CONSTRUCTION

LOADS ON THE STRUCTURE SUCH THAT THE LOADS PLACED EXCEED THE

CAPACITY OF THE STRUCTURE.

B. TAKE INTO CONSIDERATION THAT FULL STRUCTURAL CAPACITY OF MANY

STRUCTURAL MEMBERS IS NOT REALIZED UNTIL STRUCTURAL ASSEMBLY IS

COMPLETE; THAT IS, UNTIL SLABS, DECKS, DIAGONAL BRACING AND SHEAR

WALLS ARE INSTALLED.

C. PROVIDE TEMPORARY BRACING AND GUYING TO PROVIDE STABILITY AND

RESIST ALL LOADS TO WHICH THE PARTIALLY COMPLETED STRUCTURE MAY

BE SUBJECTED INCLUDING ERECTION EQUIPMENT AND ITS OPERATION.

ADEQUACY OF TEMPORARY BRACING AND GUYING FOR THIS PURPOSE IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

EARTHWORK AND FOUNDATIONS

1. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE SPECIFICATIONS AND THE GEOTECHNICAL REPORT. ALL

FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND APPROVED BY THE

GEOTECH.

2. REMOVE EXISTING FILL FROM UNDERNEATH FOUNDATIONS AND REPLACE WITH

STRUCTURAL FILL PER GEOTECHNICAL REPORT.

3. ANY EXISTING FILLS OR UNSUITABLE SOILS AS DETERMINED BY THE GEOTECH SHALL

BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL.

4. REFERENCE SHEETS B-100 THROUGH B-112 FOR SOIL BORINGS AND SOIL BORING

PROFILES.

5. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT

TO EXISTING STRUCTURES OR IMPROVEMENTS SO AS NOT TO DAMAGE OR

UNDERMINE FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC.

6. DO NOT EXCAVATE BELOW THE BEARING ELEVATION OF ANY COMPLETED FOOTING

NOR ANY CLOSER TO THE FOOTING THAN A SLOPE OF TWO HORIZONTAL

(MEASURED FROM EDGE OF FOOTING TO NEAREST POINT IN EXCAVATION) TO ONE

VERTICAL.

7. HORIZONTAL CONSTRUCTION JOINTS IN COLUMN FOOTINGS AND SLABS ON GRADE

ARE NOT PERMITTED.

8. PROVIDE DOWELS FOR ALL WALLS EMBEDDED INTO COLUMN FOOTINGS. DOWELS

SHALL BE THE SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT.

9. BOTTOM OF ALL PERIMETER FOOTINGS SUBJECT TO FROST SHALL BE PLACED AT

OR BELOW FROST DEPTH.

CONCRETE AND REINFORCING

1. LOCATION OF CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE AS INDICATED ON

APPROVED SHOP DRAWINGS.

2. ALL CONCRETE SHALL BE VIBRATED DURING PLACEMENT.

3. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.

4. NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE POUR.

SUSPEND FORMS FROM ABOVE GRADE.

5. ANCHOR RODS, DOWELS, REINFORCING STEEL, INSERTS, ETC, SHALL BE SECURELY

TIED IN PLACE PRIOR TO POURING CONCRETE. CONCRETE BLOCKS ONLY SHALL BE

USED TO SUPPORT REINFORCING OFF GRADE.

6. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE

WITH ACI 315.

7. PROVIDE MINIMUM CONCRETE COVERING FOR REINFORCEMENT AS FOLLOWS:

CONDITION CLEAR COVER

CONCRETE DEPOSITED AGAINST EARTH 3 IN.

FORMED SURFACES EXPOSED TO WEATHER

OR IN CONTACT WITH EARTH:

REINFORCING #6 OR LARGER 2 IN.

REINFORCING LESS THAN #6 1 1/2 IN.

8. PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR, BOTH

VERTICALLY AND HORIZONTALLY, TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO

BE IN ACCORDANCE WITH THE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE.

DOWELS SHALL BE CLEANED AFTER POUR.

9. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS

INDICATED ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.

USE LOW HYDROGEN ELECTRODES GRADE E70 OR E90 AS REQUIRED.

10. APPROVED ELECTRICAL CONDUIT MATERIAL CAST WITHIN STRUCTURAL CONCRETE

MEMBERS SHALL CONFORM TO ACI 318 UNO AND TO THE FOLLOWING:

A. PERMITTED CONDUIT SHALL BE PLACED BELOW REINFORCING IN SLABS ON

GRADE.

B. CONDUIT IN CONCRETE COLUMNS AND WALLS: INSTALL NO HORIZONTAL

CONDUIT AND NO VERTICAL CONDUIT LARGER THAN 3/4". DO NOT INSTALL

MULTIPLE CONDUITS IN A SINGLE CONCRETE COLUMN NOR SPACE VERTICAL

CONDUITS CLOSER THAN 4'-0" ON CENTER IN WALLS WITHOUT THE APPROVAL

OF THE STRUCTURAL ENGINEER.

C. CONDUIT IN SLAB ON GRADE:DIAMETER OF A SINGLE CONDUIT OR TWO OR

MORE VERTICALLY STACKED CONDUITS (INCLUDING CROSSOVERS) SHALL NOT

EXCEED 1/3 THE THICKNESS OF THE SLAB. THE OUTSIDE DIMENSION OF TWO

OR MORE ADJACENT CONDUITS SHALL NOT EXCEED TWICE THE DEPTH OF THE

SLAB AND THE SEPARATION BETWEEN GROUPS OF CONDUITS SHALL NOT BE

LESS THAN THE THICKNESS OF THE SLAB.

11. CONTINUOUS REINFORCEMENT IN WALLS AND FOOTINGS MAY BE SPLICED AS

REQUIRED, PROVIDED THAT BARS ARE OF THE LONGEST PRACTICAL LENGTH AND ALL

SPLICES ARE SHOWN ON THE REINFORCING BAR SHOP DRAWINGS. SPLICES ARE TO

BE STAGGERED WHEN POSSIBLE. PROVIDE LAP SPLICES AND DEVELOPMENT

LENGTHS IN ACCORDANCE WITH THE DEVELOPMENT LENGTH AND LAP SPLICE

SCHEDULE. USE CLASS B LAP SPLICES UNLESS NOTED OTHERWISE.

12. CORING OF SLABS, COLUMNS, OR WALLS IS NOT PERMITTED. PROVIDE SLEEVES FOR

ALL PENETRATIONS PRIOR TO PLACING CONCRETE.

EXPANSION ANCHORS

1. EXPANSION ANCHORS SHALL HAVE A CURRENT EVALUATION REPORT ISSUED BY

AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2. SUBMIT ANCHOR

PRODUCT DATA FOR APPROVAL BY EOR.

2. ANCHORS SHALL BE ZINC PLATED UNLESS SPECIFICALLY NOTED AS STAINLESS

STEEL ON THE PLAN DETAILS. USE STAINLESS STEEL FOR…