Dwg_Set_36x24.pdf

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Attached to: Delaware Greenhouse Replacement Project Federal contract opportunity
Solicitation number: AG-63PX-S-16-0001
Issued by: Department of Agriculture Forest Service Research Service Northern Research Station

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Delaware Greenhouse Drawings

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214 W. Fourth St., Greenville, OH 45331 937.548.7511 www.moteassociates.com

Engineering, Land Surveying

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO:

MICHAEL J. BRUNS P.E. # 66091

TITLE SHEET

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH

1 9

4/28/15

DEL03081314 1D12975

1. ACCURACY OF DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. CONTRACTORS MUST EXAMINE THE JOB CONDITIONS

AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES, ETC. AND BASE THE BID AND WORK ON VERIFIED

CONDITIONS.

2. ALL FIELD DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER OF RECORD AND ENGINEER BEFORE

INCORPORATING THE DISCREPANCIES INTO NEW WORK.

3. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED DIMENSION IS NOT INDICATED, CONTACT THE ENGINEER OF

RECORD FOR DETERMINATION.

4. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION ARE TO BE RESTORED BY THE RESPONSIBLE CONTRACTOR. PROVIDE

TOPSOIL AND SEED FOR ALL AFFECTED GRADED AREAS, PER SPECIFICATIONS. DAMAGED AND/OR TRENCHED PAVEMENTS ARE TO

BE SAW CUT AND FULL-DEPTH PATCHED WITH EQUIVALENT MATERIALS AND COMPACTION TO SUPPORT TRAFFIC WITHOUT

SETTLING. REPLACE ALL CONCRETE SIDEWALKS DAMAGED BY CONSTRUCTION ACTIVITIES.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY FEDERAL OR

JURISDICTIONAL DUST CONTROL ORDINANCE.

6. CONTRACTORS SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS.

7. SCHEDULE ALL SHUT DOWNS OF UTILITIES WITH THE OWNER 48 HOURS IN ADVANCE AS SPECIFIED. PREPARE SITE BEFORE HAND TO

MINIMIZE THE DURATION OF SHUT DOWNS. COMBINE SHUT DOWNS WHERE POSSIBLE.

8. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIAL UNLESS OTHERWISE SPECIFIED.

9. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES, PUBLISHED STANDARDS AND ACCEPTABLE

CONSTRUCTION STANDARDS. ALL NEW WORK SHALL BE STRAIGHT, SQUARE, PLUMB, AND LEVEL UNLESS OTHERWISE NOTED.

10. CONCRETE FOOTINGS: CONCRETE SHALL BE PLACED ON ORIGINAL UNDISTURBED EARTH. FOOTINGS SHALL NOT BE PLACED ON

FROZEN EARTH, MUD, ORGANIC SILT, OR UNPREPARED FILL. IT IS THE INTENT OF THESE PLANS THAT THE BOTTOM OF FOOTINGS

SHALL BE BELOW THE LOCAL FROST LINE AND SHALL DISTRIBUTE THE MAXIMUM DESIGN LOAD AS SPECIFIED IN BEARING CAPACITY

NOTE BELOW. FOOTINGS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF ACI 318. CONCRETE ULTIMATE COMPRESSIVE

STRENGTH SHALL BE 4000 PSI OR GREATER AT 28 DAYS. PROTECT CONCRETE FROM FREEZING FOR A MINIMUM OF 5 DAYS UPON

PLACEMENT.

11. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF.

12. CONCRETE: UNLESS OTHERWISE NOTED, ALL EXTERIOR CONCRETE DRIVEWAYS, SIDEWALKS, AND APRONS SHALL BE 4000 PSI

CONCRETE AND RECEIVE A LIGHTLY BROOMED, NONSKID CONCRETE FINISH. ALL INTERIOR CONCRETE SLABS SHALL RECEIVE A

FLOATED AND STEEL TROWEL FINISH.

13. ALL CAST-IN-PLACE CONCRETE WORK INCLUDING BUT NOT LIMITED TO MECHANICAL EQUIPMENT BASES, PLUMBING BASES, AND

ELECTRICAL EQUIPMENT BASES SHALL BE PERFORMED BY A PROFESSIONAL CONCRETE CONTRACTOR UNLESS NOTED OTHERWISE.

14. THE CONCRETE CONTRACTOR SHALL SUPPLY THE OWNER WITH UP TO FOUR 2' x 2' FINISH SAMPLES FOR DETERMINATION OF FINISH

ON EXPOSED CONCRETE SLABS PRIOR TO INSTALLATION. SAMPLES SHALL BE SUBMITTED TO ALLOW THE DECIDING COMMITTEE A

MINIMUM OF TWO WEEKS TO OBSERVE AND CHOOSE A FINISH. CONTACT THE OWNER PRIOR TO MAKING SAMPLES TO DETERMINE

TYPES OF FINISHES TO BE SAMPLED. SAMPLES SHALL NOT INCLUDE COLORANTS.

15. ALL AGGREGATE FILL SHALL BE PLACED ON UNDISTURBED OR WELL COMPACTED EARTH SUBGRADE. ALL FILL UNDER CONCRETE

SLABS SHALL LOOSE FILL AGGREGATE IN 6" LIFTS.

16. MATERIAL COMPACTION STANDARDS: ALL COMPACTED MATERIALS IN BUILDING PADS, TRENCHES, EMBANKMENTS, ETC. SHALL BE IN

COMPLIANCE WITH CONTRACT DOCUMENTS FOR THE MATERIALS SPECIFIED.

17. ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60.

18. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE ACI STANDARDS: SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS (ACI 310), DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315-99), AND THE

MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES (ACI 315R) BY THE AMERICAN

CONCRETE INSTITUTE. THE MOST CURRENT EDITIONS OF CONCRETE REINFORCING STEEL INSTITUTE'S REINFORCING BAR

DETAILING AND PLACING REINFORCING BARS MAY ALSO BE USED.

19. OWNER WILL PROVIDE SPACE IN NEARBY ADJACENT BUILDING FOR CONSTRUCTION OFFICE AND CONSTRUCTION STORAGE.

20. THE FIRE EXTINGUISHERS WILL BE PROVIDED AND INSTALLED BY THE OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL

FIRE DEPARTMENT HAVING JURISDICTION.

PROJECT GENERAL NOTES

DRAWING INDEX

TITLE SHEET

SHEET 2

SHEET 1

SITE PLAN

SHEET 5FLOOR & ROOF PLAN

SHEET 6

ELECTRICAL PLAN

ELEVATIONS

PLUMBING PLAN

VICINITY MAP

UNITED STATES DEPARTMENT OF AGRICULTURE

FORESTRY SCIENCES LABORATORY

GREENHOUSE REPLACEMENT PROJECT

LOCATION MAP

PROPOSED

GREENHOUSE

LOCATION

M A

O A

USDA FORESTRY

COMPLEX

ASPHALT DRIVE

SHEET 7

SHEET 8

APPLICABLE CODES:

2012 INTERNATIONAL BUILDING CODE

NFPA 101 LIFE SAFETY CODE

INTERNATIONAL PLUMBING CODE

INTERNATIONAL MECHANICAL CODE

NFPA 70 NATIONAL ELECTRICAL CODE

INTERNATIONAL ENERGY CONSERVATION CODE

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES (ABAAG)

SUMMARY OF WORK:

THIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW 1,800 S.F. 1-STORY GREENHOUSE TO REPLACE AN EXISTING "BUBBLE HOUSE"

GREENHOUSE. THE EXISTING "BUBBLE HOUSE" GREENHOUSE WILL BE REMOVED BE OWNER.

AN EXISTING 1-STORY MASONRY HEADHOUSE BUILDING WITH BASEMENT REMAINS IN OPERATION SERVING AS A HEADHOUSE FOR THE

NEW GREENHOUSE, PROVIDING UTILITIES, OFFICES, TOILET FACILITIES AND OTHER FUNCTION. NO ALTERATIONS TO THIS EXISTING

HEADHOUSE ARE PROPOSED, EXCEPT FOR PHYSICAL CONNECTION OF THE NEW GREENHOUSE AND UTILITY CONNECTIONS, CONTROLS, ETC.

THE GREENHOUSE WILL BE USED FOR RESEARCH USE FOR USDA FORESTRY AND IS OWNED BY THE FEDERAL GOVERNMENT.

USE GROUP: CONSTRUCTION TYPE:

'U' UTILITY "GREENHOUSE" TYPE VB

BUILDING HEIGHT: BUILDING AREA - ALLOWABLE FOR FLOOR:

ALLOWABLE: 1 STORY ALLOWABLE (AT): 5,000 SF USE GROUP U, CONSTRUCTION TYPE 5B

PROPOSED: 1 STORY, HEIGHT UNDER 40 FEET ACTUAL: 1,800 SF

OCCUPANCY LOAD PER UBC TABLE 1004.1.2: INTERIOR FINISHES:

AGRICULTURAL USE = 1 PERSON/300 SF = 6 PERSONS ROOMS AND ENCLOSED SPACES: CLASS C, FLAME 76-200, SMOKE -450

FIRE PROTECTION SYSTEMS:

AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED

PORTABLE FIRE EXTINGUISHERS ARE REQUIRED THROUGHOUT THE BUILDING - TO BE PROVIDED AND INSTALLED BY BUILDING

OWNER

A FIRE ALARM AND DETECTION SYSTEM IS NOT REQUIRED

MEANS OF EGRESS:

COMMON PATH OF TRAVEL <30 PERSONS IS 100 FEET - TABLE 1014.3 "COMMON PATH OF EGRESS TRAVEL"

MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 100FEET*

EXIT SIGNS NOT REQUIRED IN GROUP 'U' OCCUPANCY

*OCCUPANCY TRAVEL DISTANCE FOR ONE EXIT BUILDING IBC 1011.1 EXCEPTION 51, 3, AND IBC 1021.2, EXCEPTION 1

CODE ANALYSIS

GAS

TELEPHONE

UTILITY COMPANIES

ELECTRIC

ENGINEER

COLUMBUS SOUTHERN POWER

DEPARTMENT OF PUBLIC UTILITIES

910 DUBLIN RD.

COLUMBUS, OH 43215

PHONE: 614-645-8276

FRONTIER NORTH COMMUNICATIONS

PHONE: 1-855-626-8452

COLUMBIA GAS OF OHIO

PHONE: 1-800-344-4077

MICHAEL J. BRUNS, P.E.

MOTE & ASSOCIATES, INC.

214 WEST FOURTH ST.

GREENVILLE, OHIO 45331

PHONE: 937-548-7511

EMAIL: MBRUNS@MOTEASSOCIATES.COM

OWNER

MIKE ASH - CONTRACTING OFFICER

U.S. FOREST SERVICE

1992 FOLWELL AVE.

ST PAUL, MN 55108

PHONE: 651-649-5204

FAX 651-649-5285

RICHARD SINDT - PROJECT MANAGER

U.S. FOREST SERVICE

1992 FOLWELL AVE.

ST PAUL, MN 55108

PHONE: 651-649-5204

FAX 651-649-5285

ART HICKS - OPERATIONS SPECIALIST

U.S. FOREST SERVICE

359 MAIN ROAD

DELAWARE, OH 43015

PHONE: 740-368-0153

WATER/SANITARY/STORM

USDA FOREST SERVICE (PRIVATE SYSTEMS)

PROJECT COORDINATOR

MICHAEL W. HENDERSON, LEED GA

MOTE & ASSOCIATES, INC.

214 WEST FOURTH ST.

GREENVILLE, OHIO 45331

PHONE: 937-548-7511

EMAIL:

MHENDERSON@MOTEASSOCIATES.COM

SHEET 3SITE DETAILS

SHEET 4SITE DETAILS

ELECTRICAL PANELS & DETAILS SHEET 9

EXISTING "BUBBLE"

HOUSE TO BE

REMOVED BY OWNER

BUILDING CODE:

DESIGN LOADS

ROOF DEAD LOAD:

ROOF LIVE LOAD:

ROOF SNOW LOAD:

COLLATERAL LOAD:

WIND DESIGN DATA

BASIC WIND SPEED:

IMPORTANCE FACTOR:

EXPOSURE CATEGORY:

MEAN ROOF HEIGHT:

SNOW DESIGN DATA

GROUND SNOW LOAD:

SNOW LOAD IMPORTANCE FACTOR, I:

THERMAL FACTOR, CT:

SEISMIC DESIGN DATA

SEISMIC USE GROUP:

SEISMIC IMPORTANCE FACTOR, I E:

SEISMIC SITE CLASS

IN DESIGNING FOR THE ABOVE LOADS, THE

LOADS MAY BE CONSIDERED TO ACT IN

ANY OF THE FOLLOWING COMBINATIONS:

IBC 2012, ASCE 7-05

STRUCTURE & EQUIPMENT PLUS 1.0 PSF FOR 8MM POLYCARBONATE

12 PSF ON HORIZONTAL AREA

20 PSF

7.5 PSF (APPLIED TO TOP AND BOTTOM CHORDS OF TRUSSES)

90 MPH

1.0

20'-3"

20.0 PSF

1.0

NO THERMAL DEDUCTION SHALL BE TAKEN DUE TO NON-HEATED WINTER

CONDTIONS

1.0

DEAD LOAD

DEAD LOAD PLUS LIVE LOAD

DEAD LOAD PLUS SNOW LOAD

DEAD LOAD PLUS WIND LOAD PLUS LIVE LOAD

DEAD LOAD PLUS WIND LOAD PLUS SNOW LOAD

0.6 DEAD LOAD PLUS WIND LOAD

MICHAEL

BRUNS

#E-66091

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO:

MICHAEL J. BRUNS P.E. # 66091

SITE DETAILS

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH

3 9

1/4" = 1'-0"

4/28/15

DEL03081314 1D12977

4" PVC CAP AND

COVER (TOP AT FINAL

GRADE)

4" SCHEDULE 40 PVC

C.O. RISER

4" SCHEDULE 40 PVC

SEWER LATERAL TO

HEADHOUSE BASEMENT

CONNECTION, SLOPE 1/8"

PER FOOT

4" SANITARY

PROPOSED

GREENHOUSE

1'-6"

SANITARY LATERAL CLEANOUT DETAIL

SCALE: NONE

PIPE SHALL BE

EMBEDDED ON A 4"

MIN. #8 STONE BASE

TO MIN. 12" ABOVE

PIPE

TRENCH WIDTH

PIPE DIA. + 12"

EXCAVATED

MATERIAL

COMPACTED IN 8"

LIFTS

STORM SEWER OR

SANITARY SEWER

TRENCH BACKFILL DETAIL

SCALE: NONE

2 3/8" x 3 1/4" GALVANIZED

CORRUGATED DOWNSPOUT

3" x 4" TO 4"Ø PVC

DOWNSPOUT ADAPTER

4" SCHEDULE 40 PVC

TILE

ELBOW

4" SCHEDULE 40 PVC

TILE TO TEE INTO

EXISTING STORM TILE

DOWNSPOUT TILE ADAPTER DETAIL

SCALE: NONE

EXISTING STORM TILE,

EXACT SIZE UNKNOWN

PIPE SHALL BE

EMBEDDED ON A 4"

MIN. NATURAL SAND

BASE TO MIN. 12"

ABOVE PIPE

TRENCH WIDTH

PIPE DIA. + 12"

EXCAVATED

MATERIAL

COMPACTED IN 8"

LIFTS

K COPPER

WATER LINE

(EXTERIOR AND

BENEATH SLABS)

6" MIN. TOPSOIL, WITH

SEEDING AND MULCHING AS

SPECIFIED AND DIRECTED BY

OWNER

TRENCH BACKFILL DETAIL

SCALE: NONE

12"

6" WIDE POLYPROPYLENE

TRENCH DRAIN

4000 PSI CONCRETE

TRENCH DRAIN SECTION

SCALE: NONE

TRENCH DRAIN DETAIL

SCALE: NONE

DUCTILE CAST

IRON GRATE

POLYPROPYLENE BODY

6" x 24"

POLYPROPYLENE

CATCH BASIN WITH

STRAINER

4" SANITARY LINE

947.45

TOP OF GRATE

DUCTILE CAST IRON GRATE

6" MIN. TOPSOIL, WITH

SEEDING AND

MULCHING AS

DIRECTED BY OWNER

END CAP

NOTE:

PROVIDE BEDDING AND

BACKFILL PER "TRENCH

BACKFILL DETAIL"

NOTE:

PROVIDE BEDDING AND

BACKFILL PER "TRENCH

BACKFILL DETAIL"

946.70

4" INV.

2'-6" MIN.

VENT OUTSIDE APPARATUS DETAIL

SCALE: NONE

VENT MOTOR

1. CONCRETE SHALL BE 4000 PSI MINIMUM.

2. ALL VENT COMPONENTS INCLUDING MOTOR, SUPPORT

MEMBERS, FASTENERS, RACKS, GLAZING BARS, ETC TO BE

PROVIDED BY GREENHOUSE MANUFACTURER.

3. SUPPORT, AND RACK SPACING DETERMINED BY GREENHOUSE

PROVIDER.

GENERAL NOTES:

2" STEEL

SUPPORT SYSTEM

VENT RACK

VENT GLAZING BAR

GREENHOUSE

GRADE

MICHAEL

BRUNS

AMMENDED 01/19/16: R. SINDT

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO:

MICHAEL J. BRUNS P.E. # 66091

SITE DETAILS

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH

4 9

1/4" = 1'-0"

4/28/15

DEL03081314 1D12978

PERIMETER FILTER FABRIC FENCE

MATERIALS:

FURNISH 30" WIDE FILTER FABRIC WITH SOUND WOOD SUPPORTS WITH MAXIMUM ON-CENTER

SPACING OF 10'. USE FILTER FABRIC CONFORMING TO 712.09 TYPE C. THE CONTRACTOR MAY

ELECT TO USE STRAW OR HAY BALES. USE 30" LONG 2"X2" WOODEN STAKES, REINFORCING

BARS OR FENCE POSTS FOR THE STRAW BALES.

TRENCH THE FILTER FABRIC FENCE AS DETAILED. THE CONTRACTOR MAY ELECT TO TRENCH

THE FENCE DETAILED ON STEPS 1 THROUGH 3 IN ONE PLOWING OPERATION.

CONSTRUCTION:

EXCAVATE A 6"x6" (150x150) TRENCH ALONG THE PROPOSED

FENCE LINE.

PLACE FABRIC AND SUPPORT STAKES AND EXTEND FABRIC INTO

THE TRENCH.

BACKFILL AND COMPACT THE EXCAVATED SOIL.

CONCRETE WASHOUT AREA NOTES

CONCRETE WASHOUT AREA FOR READY MIX TRUCKS SHALL BE:

PREFABRICATED WASHOUT CONTAINER

-THE CONTRACTOR MUST SIZE AND PROVIDE A WASHOUT AREA TO HANDLE SOLIDS,

WASH WATER AND RAINFALL TO PREVENT

-OVERFLOW. PROVIDE MINIMUM 12” OF OVERFLOW FREEBOARD.

OR,

ABOVE-GRADE SELF-INSTALLED CONCRETE WASHOUT

-THE CONTRACTOR MUST SIZE AND PROVIDE A WASHOUT AREA TO HANDLE SOLIDS,

WASH WATER AND RAINFALL TO PREVENT OVERFLOW. PROVIDE MINIMUM 12” OF

OVERFLOW FREEBOARD.

-MINIMUM 10' WIDE X 10' LONG AND SIZED TO CONTAIN ALL LIQUID AND SOLID WASTE

EXPECTED TO GENERATE BETWEEN CLEANOUT PERIODS.

-SUPPORT FRAMING TO INCLUDE AT LEAST TRIPLE LINED 10 MIL PLASTIC SHEETING.

PLACEMENT:

WASHOUT MUST BE 50' FROM ALL STORM DRAINS, SWALES AND CATCH BASINS

PREFERABLY NEAR THE AREA OF CONCRETE BEING POURED. PLACEMENT SHALL BE

APPROVED BY THE CITY ENGINEER PRIOR TO USE.

OPERATION:

INSPECT ALL FACILITIES DAILY TO VERIFY IF THEY ARE FILLED TO 75% OF CAPACITY.

REMOVE MATERIAL NEARING CAPACITY, VACUUM, AND DISPOSE OF IN AN APPROVED

MANNER. DO NOT DISCHARGE LIQUID TO WATERWAYS, SANITARY SEWERS, STORM

DRAINS OR DIRECTLY ON GROUND.

PLACE A SECURE, NON-COLLAPSING, NON-WATER COLLECTING COVER OVER THE

CONCRETE WASHOUT FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT

ACCUMULATION AND OVERFLOW.

INSPECT DAILY FOR SIGNS OF CHANGE OR WEAKENING OF CONTAINER.

CONCRETE WASHOUT SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL

REGULATIONS.

USE:

PROVIDE CONVENIENT ACCESS FOR TRUCKS.

PREVENT PAD TRACKOUT WITH A PAD OF ROCK OR QUARRY SPALLS.

ISOLATE FROM CONSTRUCTION TRAFFIC TO PREVENT ACCIDENTAL DAMAGE OR SPILLS.

INCORPORATE REQUIREMENTS FOR CONCRETE WASTE MANAGEMENT INTO CONCRETE

SUPPLIER AND SUBCONTRACTOR AGREEMENTS.

REMOVAL:

WHEN CONCRETE WASHOUT FACILITIES ARE NO LONGER NEEDED, THE HARDENED

CONCRETE, SLURRIES, AND LIQUIDS SHALL BE REMOVED AND PROPERLY DISPOSED OF

OR RECYCLED. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCES CAUSED BY

THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE

BACKFILLED, REPAIRED AND STABILIZED TO PREVENT EROSION.

NON-SEDIMENT POLLUTION CONTROL

1. CONSTRUCTION PERSONNEL, INCLUDING SUBCONTRACTORS WHO USE OR HANDLE

HAZARDOUS OR TOXIC MATERIALS, SHALL BE AWARE OF THE FOLLOWING GENERAL

GUIDELINES:

DISPOSAL AND HANDLING

HAZARDOUS AND OTHER CONSTRUCTION WASTE

DO:

PREVENT SPILLS

USE PRODUCTS UP

FOLLOW LABEL DIRECTIONS FOR DISPOSAL

REMOVE LIDS FROM EMPTY BOTTLES AND CANS WHEN DISPOSING IN TRASH

RECYCLE WASTE WHENEVER POSSIBLE

DON'T:

DON'T POUR INTO WATERWAYS, STORM DRAINS OR ONTO THE GROUND

DON'T POUR DOWN THE SINK, FLOOR DRAIN OR SEPTIC TANKS

DON'T BURY CHEMICALS OR CONTAINERS

DON'T BURN CHEMICALS OR CONTAINERS

DON'T MIX CHEMICALS TOGETHER

2. CONTAINERS SHALL BE PROVIDED FOR COLLECTION OF ALL WASTE MATERIAL INCLUDING

CONSTRUCTION DEBRIS, TRASH, PETROLEUM PRODUCTS AND ANY HAZARDOUS MATERIALS

TO BE USED ON-SITE. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT FACILITIES APPROVED

FOR THAT MATERIAL.

3. NO WASTE MATERIALS SHALL BE BURIED ON-SITE.

4. MIXING, PUMPING, TRANSFERRING OR OTHERWISE HANDLING CONSTRUCTION CHEMICALS

SUCH AS FERTILIZER, LIME, ASPHALT, CONCRETE DRYING COMPOUNDS, AND ALL OTHER

POTENTIALLY HAZARDOUS MATERIALS SHALL BE PERFORMED IN AN AREA AWAY FROM ANY

WATERCOURSE, DITCH OR STORM DRAIN.

5. EQUIPMENT FUELING AND MAINTENANCE, OIL CHANGING, ETC., SHALL BE PERFORMED AWAY

FROM WATERCOURSES, DITCHES OR STORM DRAINS, IN AN AREA DESIGNATED FOR THAT

PURPOSE. THE DESIGNATED AREA SHALL BE EQUIPPED FOR RECYCLING OIL AND CATCHING

SPILLS.

6. CONCRETE WASH WATER SHALL NOT BE ALLOWED TO FLOW TO STREAMS, DITCHES, STORM

DRAINS, OR ANY OTHER WATER CONVEYANCE. A SUMP OR PIT SHALL BE CONSTRUCTED IF

NEEDED TO CONTAIN CONCRETE WASH WATER.

7. IF HAZARDOUS SUBSTANCES SUCH AS OIL, DIESEL FUEL, HYDRAULIC FLUID, ANTIFREEZE, ETC.

ARE SPILLED, LEAKED, OR RELEASED ONTO SOIL, THE SOIL SHOULD BE DUG UP AND

DISPOSED OF WITH THE TRASH AT A LICENSED SANITARY LANDFILL (NOT A

CONSTRUCTION/DEMOLITION DEBRIS LANDFILL). SPILLS ON A PAVEMENT SHALL BE

ABSORBED WITH SAWDUST OR KITTY LITTER AND DISPOSED OF WITH THE TRASH AT A

LICENSED SANITARY LANDFILL. HAZARDOUS OR INDUSTRIAL WASTE SUCH AS MOST

SOLVENTS GASOLINE, OIL-BASED PAINTS, AND CEMENT CURING COMPOUNDS REQUIRE

SPECIAL HANDLING. CONTACT OHIO EPA (1-800-282-9378).

8. SPILLS OF 25 GAL OR MORE OF PETROLEUM PRODUCTS SHALL BE REPORTED TO OHIO EPA

(1-800-282-9378), THE LOCAL FIRE DEPARTMENT, AND THE LOCAL EMERGENCY PLANNING

COMMITTEE WITHIN 30 MIN. OF THE DISCOVERY OF THE RELEASE.

SEDIMENT AND EROSION CONTROL FOR COMPLIANCE WITH OEPA'S INDIVIDUAL LOT

PERMIT FOR CONSTRUCTION PRESERVING EXISTING VEGETATION

WHENEVER POSSIBLE, PRESERVE EXISTING TREES, SHRUBS, AND OTHER VEGETATION,

EXCEPT WHEN NOTED TO BE REMOVED.

TO PREVENT ROOT DAMAGE, DO NOT GRADE, PLACE SOIL PILES, OR PARK

VEHICLES NEAR TREES MARKED FOR PRESERVATION.

SILT FENCE

PUT UP BEFORE ANY OTHER WORK IS DONE.

INSTALL ON DOWNSLOPE SIDE(S) OF SITE WITH ENDS EXTENDED UP SIDESLOPES A

SHORT DISTANCE.

PLACE PARALLEL TO THE CONTOUR OF THE LAND TO ALLOW WATER TO POND BEHIND

FENCE.

ENTRENCH 6 INCHES DEEP.

STAKE (1 STAKE EVERY 3 FEET FOR SILT FENCE).

LEAVE NO GAPS BETWEEN SECTIONS OF SILT FENCE.

INSPECT AND REPAIR ONCE A WEEK AND AFTER EVERY % INCH RAIN. REMOVE

SEDIMENT IF DEPOSITS REACH HALF THE FENCE OR STRAW BALE HEIGHT.

MAINTAIN UNTIL PLANTING AREAS ESTABLISHED.

SOIL PILES

LOCATED AWAY FROM ANY DOWNSLOPE STREET, DRIVEWAY, STREAM, LAKE,

WETLAND, DITCH OR DRAINAGE.

WAY

TEMPORARY SEED SUCH AS ANNUAL RYE IS RECOMMENDED FOR TOPSOIL PILES.

SURROUND WITH SILT FENCE ENCLOSURE.

GRAVEL DRIVE

INSTALL A SINGLE ACCESS DRIVE USING 2" AGGREGATE.

USE TO PREVENT TRACKING DIRT ONTO THE ROAD BY ALL VEHICLES.

MAINTAIN THROUGHOUT CONSTRUCTION UNTIL DRIVEWAY IS PAVED.

PARK ALL CONSTRUCTION VEHICLES ON THE STREET AND OFF OF THE SITE.

SEDIMENT CLEANUP

BY THE END OF EACH WORK DAY, SWEEP OR SCRAPE UP SOIL TRACKED ONTO THE

ROAD AND IN THE

GUTTERS

BY THE END OF THE NEXT WORK DAY AFTER A STORM, CLEAN UP SOIL WASHED

OFFSET, AND CHECK STRAW BALES AND SILT FENCE FOR DAMAGE OR SEDIMENT

BUILDUP.

DOWNSPOUT EXTENDERS

NOT REQUIRED, BUT HIGHLY RECOMMENDED.

INSTALL AS SOON AS GUTTERS AND DOWNSPOUTS ARE COMPLETED.

ROUTE WATER TO AREAS DIRECTED BY THE CITY ENGINEER.

STEP 1 STEP 2 STEP 3

MICHAEL

BRUNS

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO:

MICHAEL J. BRUNS P.E. # 66091

FLOOR & ROOF PLAN

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH

5 9

1/4" = 1'-0"

4/28/15

DEL03081314 1D12979

FLOOR PLAN

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

ROOF PLAN

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

KEYNOTES

1. PROPOSED 6' X 10' ROLL-UP STYLE DOOR.

2. PROPOSED 3'-6" X 7'-0" DOOR.

3. PROPOSED SINGLE SPEED EXHAUST FAN.

4. PROPOSED TWO SPEED EXHAUST FAN.

5. PROPOSED NATURAL GAS FIRED SUSPENDED UNIT HEATER FROM UNI-STRUT

SUPPORT SYSTEM WITH THERMOSTAT.

6. PROPOSED 3' DOUBLE RIDGE VENT.

7. PROPOSED RIDGE VENT MOTOR.

8. PROPOSED OUTSIDE APPARATUS 4' GABLE VENT.

9. PROPOSED GABLE VENT MOTOR.

10. PROPOSED EVAPORATIVE COOLING PAD.

11. PROPOSED EVAPORATIVE COOLING PUMP & TANK.

12. PROPOSED HORIZONTAL AIR FLOW FAN.

13. PROPOSED TRENCH DRAIN.

14. PROPOSED 8MM POLYCARBONATE GLAZING.

15. PROPOSED INSULATED PANEL.

16. PROPOSED GALVANIZED GUTTER.

17. PROPOSED DOWNSPOUT TO TILE.

18. PROPOSED CONCRETE FOUNDATION.

19. PROPOSED GALVANIZED STEEL GREENHOUSE FRAME.

20. PROPOSED CONTROL JOINT. 15' MAXIMUM SPACING.

SLOPE - 3/16" PER 1'-0"SLOPE - 3/16" PER 1'-0"

S L

O P

E R

L O

30'-0"

60'-0"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

A B C D E F

30'-0"

60'-0"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

A B C D E F

20 20

MICHAEL

BRUNS

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO:

MICHAEL J. BRUNS P.E. # 66091

ELEVATIONS

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH

6 9

AS NOTED

4/28/15

DEL03081314 1D12980

12'-0" SIDEWALL HEIGHT

EAST ELEVATION

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

WEST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

GABLE SECTION

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

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

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

SLOPE - 3/16" PER 1'-0" SLOPE - 3/16" PER 1'-0"

KEYNOTES

12'-0" SIDEWALL HEIGHT

1'-6"

10"

3'-0" MIN.

FOUNDATION SECTION

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

#4 BARS @ 15" O.C.

LONGITUDINAL IN

FOOTING 3" COVER, TYP.

1/2" EXPANSION JOINT

WITH SEALANT

#4 L-SHAPED BAR

@ 18" O.C., TYP.

4" CONCRETE SLAB WITH 6 X 6-W2.0 X W2.0

WWF REINFORCEMENT ON 8" COMPACTED

AGGREGATE FILL COURSE WITH SMOOTH

TROWELED FINISH. PREPARE CONCRETE WITH

MANUFACTURER'S RECOMMENED PRODUCT,

LIKE SILOXANE WB SEALANT WITH SALTGUARD

WB (BY CONSOLIDEK OR APPROVED EQUAL).

2" R-10 RIGID FOUNDATION

INSULATION, TYP.

#4 BARS @ 8" O.C.

3" COVER, TYP.

GRADE

#4 BARS @ 18" O.C.

VERTICAL, CENTERED

IN WALL, TYP.

#4 BARS @ 10" O.C.

3" MIN. COVER, TYP.

30'-0"

1'-0"

1. PROPOSED 6' X 10' ROLL-UP STYLE DOOR.

2. PROPOSED 3'-6" X 7'-0" DOOR.

3. PROPOSED SINGLE SPEED EXHAUST FAN.

4. PROPOSED TWO SPEED EXHAUST FAN.

5. PROPOSED NATURAL GAS FIRED SUSPENDED

UNIT HEATER FROM UNI-STRUT SUPPORT

SYSTEM WITH THERMOSTAT.

6. PROPOSED 3' DOUBLE RIDGE VENT.

7. PROPOSED RIDGE VENT MOTOR.

8. PROPOSED OUTSIDE APPARATUS 4' GABLE

VENT.

9. PROPOSED GABLE VENT MOTOR.

10. PROPOSED EVAPORATIVE COOLING PAD.

11. PROPOSED EVAPORATIVE COOLING PUMP &

TANK.

12. PROPOSED HORIZONTAL AIR FLOW FAN.

13. PROPOSED TRENCH DRAIN (SEE DETAIL).

14. PROPOSED 8MM POLYCARBONATE GLAZING.

15. PROPOSED INSULATED PANEL.

16. PROPOSED GALVANIZED GUTTER.

17. PROPOSED DOWNSPOUT TO TILE.

18. PROPOSED CONCRETE FOUNDATION.

19. PROPOSED GALVANIZED STEEL GREENHOUSE

FRAME.

20. PROPOSED UNI-STRUT IRRIGATION GRID

HANGING SYSTEM.

21. PROPOSED COMPACTED SUBGRADE.

22. PROPOSED MINIMUM 8" COMPACTED

AGGREGATE BASE.

23. PROPOSED VAPOR RETARDER IN

CONFORMANCE WITH ASTM E 1745. MINIMUM

THICKNESS OF 10 MIL.

FOUNDATION SECTION @ DOOR

SCALE: 1" = 1'-0"

#4 BARS @ 15" O.C.

LONGITUDINAL IN

FOOTING 3" COVER, TYP.

#4 L-SHAPED BAR

@ 18" O.C., TYP.

2" R-10 RIGID FOUNDATION

INSULATION, TYP.

#4 BARS @ 8" O.C.

3" COVER, TYP.

#4 BARS @ 18" O.C.

VERTICAL, CENTERED

IN WALL, TYP.

PROPOSED

ROLL-UP OR WALK

THROUGH DOOR

PER FLOOR PLAN

CONCRETE (SEE

SITE DETAILS)

947.73

947.75

1/2" EXPANSION JOINT

WITH SEALANT

947.70

2880'-0"

COMPACTED SUBGRADE,

TYP.

MINIMUM 10 MIL VAPOR

RETARDER, TYP.

12 55

MICHAEL

BRUNS

Mote& Associates Engineering, Land Surveying

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO: OF

MICHAEL J. BRUNS P.E. # 66091

PLUMBING PLAN

FSL DELAWARE GREENHOUSE REPLACEMENT

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH 7 9

1/4" = 1'-0"

4/28/15

DEL03081314 1D12981

PLUMBING PLAN

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

KEYNOTESID

30'-0"

60'-0"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

A B C D E F

1. ALL UNDER FLOOR WASTE PIPING SHALL BE SCHEDULE 40 PVC EXCEPT THAT ALL PIPING WITHIN 10 FEET OF FLOOR DRAINS RECEIVING DISCHARGE FROM PRESSURE RELIEF VALVES SHALL BE CAST IRON.

2. ALL VENT PIPING SHALL BE SCHEDULE 40 PVC.

3. VENT PIPING SHALL SLOPE TO DRAIN, 0.5 PERCENT MINIMUM.

4. ALL EXCAVATION, BEDDING, AND BACKFILL SHALL MEET EARTHWORK SPECIFICATIONS FOR TRENCH

INSTALLATIONS UNDER BUILDINGS.

5. PROVIDE TRAP PRIMER AND COPPER WATER SUPPLY TO ALL FLOOR DRAINS AND TRENCH DRAIN

OUTLETS.

6. WATER DISTRIBUTION SHALL COMPLY WITH THE EDITION OF THE INTERNATIONAL BUILDING CODE.

7. ALL HORIZONTAL WASTE PIPING SHALL SLOPE IN COMPLIANCE WITH THE CURRENT EDITION OF THE

INTERNATIONAL BUILDING CODE.

8. INSTALL ALL HORIZONTAL WATER PIPING TO DRAIN BACK FROM NEW GREENHOUSE TO THE BASEMENT OF

THE EXISTING HEADHOUSE TO ALLOW FOR WINTERIZATION OF THE WATER LINES.

9. INCLUDE MOUNTING BRACKETS FOR FOR ALL MOUNTED FIXTURES.

10. ALL SANITARY PIPING SHALL COMPLY WITH THE CURRENT EDITION OF THE INTERNATIONAL BUILDING

CODE.

11. PROVIDE VACUUM BREAKERS, CHECK VALVES WHERE REQUIRED BY THE CURRENT ADDITION OF THE

INTERNATIONAL BUILDING CODE.

12. PROVIDE EPA APPROVED WATER SYSTEM BACKFLOW PREVENTER ON THE 1" WATER LINE FEED TO THE

NEW GREENHOUSE.

13. PIPE BACKFLOW PREVENTER RELIEF DRAIN LINES TO DRAIN IN BASEMENT, PROVIDE 2" AIR GAP.

14. UNDER FLOOR SLAB AND BURIED WATER LINE SHALL BE TYPE K COPPER.

15. ABOVE GRADE, INTERIOR WATER LINE SHALL BE TYPE L HARD DRAWN COPPER.

16. ALL ROOF DRAIN PIPING AND SANITARY WASTE PIPING UNDER SLAB SHALL SLOPE 1/8" PER FOOT.

PLUMBING NOTES

1. PROPOSED 6" WIDE X 24'-0" LONG PRE-SLOPED POLYPROPYLENE TRENCH DRAIN SYSTEM.

2. PROPOSED COMPATIBLE TRENCH DRAIN CATCH BASIN WITH REMOVABLE STRAINER.

3. PROPOSED 8" FLOOR DRAIN.

4. PROPOSED 3/4" MANUAL SHUT OFF VALVE

5. PROPOSED GAS FIRED HEATER.

6. PROPOSED EVAPORATIVE COOLING SYSTEM.

7. PROPOSED INCOMING WATER SERVICE (SEE SITE PLAN FOR CONTINUATION).

8. PROPOSED OUT GOING SANITARY LINE (SEE SITE PLAN FOR CONTINUATION).

9. PROPOSED 4" DIAMETER GREENHOUSE DOWNSPOUTS TO STORM TILE (SEE SITE PLAN FOR CONTINUATION).

10. PROPOSED INCOMING NATURAL GAS (SEE SITE PLAN FOR CONTINUATION).

11. PROPOSED GAS MANIFOLD/REULATOR (ABOVE GRADE)

12. PROPOSED GAS LINE THROUGH INSULATED PANEL.

13. PROPOSED GAS LINE RISE TO UNI-STRUT CEILING SUPPORT.

14. PROPOSED CONTROL JOINT. 15' MAXIMUM SPACING.

SANITARY AND WASTE DRAIN AND/OR SEWER

COLD WATER PIPING

PLUMBING PIPING LEGEND

C W

S A N

SAN

GAS NATURAL GAS

GASGASGASGASGASGASGAS

G A S

8 9

SAN SAN

4" C.O.

C.O. CLEAN OUT

THROUGH

FOUNDATION WALL, 2

FIXTURE UNITS

SANITARY ISOMETRIC DIAGRAM

SCALE: NONE

T.D. TRENCH DRAIN

F.D. FLOOR DRAIN

GAS ISOMETRIC DIAGRAM

SCALE: NONE

THROUGH SLAB, FLOOR, WALL, ETC.

COPPER SHUT OFF VALVE, SIZED TO FIT LINE.

DRIP LEG

THROUGH GREENHOUSE

FLOOR

COLD WATER ISOMETRIC DIAGRAM

SCALE: NONE

1" K-COPPER

INCOMING WATER

BACKFLOW PREVENTER

150,000 BTU

NATURAL GAS FIRED

SUSPENDED UNIT

HEATER

GAS

C W

SAN

INCOMING GAS

SLOPE - 3/16" PER 1'-0"

P E

" P

E R

'-0

" P E

'-0

947.75

947.75947.75947.75

947.45

947.75

947.75 947.45

TOP OF GRATE

946.70

4" INV.

946.54

4" INV.

SLOPE - 3/16" PER 1'-0"

1 1/4"

3/4"4"

THROUGH HEADHOUSE

BASEMENT FOUNDATION

WALL

TEE INTO EXISTING

WATER LINE INSIDE

HEADHOUSE

HOSE BIBB FOR FLEX LINE

FOR WATER SYSTEM

DRAIN DOWN FOR

WINTERIZATION

3/4"

17'-0"26'-0"

NATURAL GAS REGULATOR/MANIFOLD

THROUGH

GREENHOUSE WALL

THROUGH CONCRETE

WALK

943.75

943.25

942.75

946.51" TYPE L COPPER

WATER (INSIDE)

COPPER HOSE BIBB, SIZED TO FIT LINE.

TRAP PRIMER DETAIL

ALL SUPPLY LINES TO

FLOOR DRAINS SHALL BE

1/4" COPPER

GRAVITY LINE TO

TRAP(S)

VACUUM BREAKER

TRAP - SEAL PRIMER

VALVE

COLD WATER BRANCH

LINE 1/2"

SCALE: NONE

15 15

150,000 BTU

NATURAL GAS FIRED

SUSPENDED UNIT

HEATER

1" TYPE L COPPER

WATER (INSIDE)

1. GAS PIPING INSTALLATION SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR.

2. ALL JOINTS IN THE PIPING SYSTEM, UNLESS WELDED, SHALL BE SCREWED WITH APPROVED STANDARD THREADS. THEY SHALL BE

MADE UP WITH APPROVED PIPE JOINT MATERIAL.

3. ALL GAS LINE MATERIALS AND INSTALLATION SHALL BE PROVIDED IN STRICT ACCORDANCE WITH THE LATEST VERSION OF THE

INTERNATIONAL FUEL GAS CODE.

4. PIPING SHALL BE THREADED IN COMPLIANCE WITH ASTM A120. JOINTS SHALL BE THREADED IN COMPLIANCE WITH ANSI B2.1.

UNDERGROUND PIPING SHALL BE C.P. AND BURIED AT LEAST 18" DEEP. BRANCH CONNECTIONS SHALL BE MADE ON THE TOP OR SIDES OF HORIZONTAL PIPE. PIPING SHALL BE SUPPORTED AT 10' INTERVALS. CONNECTION TO EACH APPLIANCE SHALL INCLUDE SHUTOFF VALVE AND UNION. GAS PIPING SHALL BE TESTED AT TWICE THE OPERATING PRESSURE WITH AIR OR INERT GAS. TEST SHALL LAST 15 MINUTES WITH NO PRESSURE DROP. PIPING SHALL BE PURGED TO A SAFE LOCATION.

5. ALL GAS PIPING WITHIN THE BUILDING SHALL BE STANDARD WEIGHT BLACK IRON PIPE PER ASTM A53, COPPER PIPE PER ASTM B42, OR COPPER TUBING TYPE K OR L ASTM B88. ALL COPPER PIPING SHALL BE PROTECTED FROM CORROSION.

6. PLASTIC PIPING, TUBING, AND FITTINGS SHALL BE USED OUTSIDE UNDERGROUND ONLY. SHALL CONFORM WITH ASTM D2513. PIPING

SHALL BE MARKED "GAS" AS ASTM D2513

7. ALL BRANCH PIPING SHALL BE SIZED PER PLUMBING FIXTURE ISOMETRIC DRAWING.

GAS PIPING NOTES

POWER EXHAUSTER

(WHERE REQUIRED BY

MANUFACTURER)

12" MIN.

GAS UNIT HEATER DETAIL

SCALE: NONE

ALUMINUM

PENETRATION PANEL

WITH SEALANT

4"Ø GAS TIGHT

GALVANIZED STEEL

UL LISTED APPLIANCE

VENT

GREENHOUSE WALL

UNIT

NATURAL

GAS

HEATER

3/4" NATURAL

GAS LINE

1. ALL VENTING SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE

INTERNATIONAL MECHANICAL CODE.

2. SEAL ALL VENT JOINTS WITH A METALLIC TAPE OR SILASTIC

SUITABLE FOR TEMPERATURES UP TO 350°F.

3. PROVIDE CLEARANCES AS PER THE MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS.

GAS HEATER GENERAL NOTES

1. GENERAL CONTRACTOR SHALL COORDINATE WITH THE PLUMBING, ELECTRICAL, AND HVAC CONTRACTORS PRIOR TO

CONSTRUCTION FOR PENETRATIONS THROUGH CONCRETE CONSTRUCTION.

2. ALL HVAC CONTRACTOR EQUIPMENT PROVIDED BY THE HVAC CONTRACTOR SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR.

3. VENT SYSTEMS: VENTS SHALL BE UL OR FM LABELED. VENTS SHALL BE PROTECTED FROM DAMAGE. VENT CONNECTORS SHALL BE MINIMUM NO. 28 GALVANIZED SHEET GAUGE. STANDARD CONNECTORS SHALL MAINTAIN 9" CLEARANCE TO COMBUSTIBLES.

4. ALL APPLIANCES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION

INSTRUCTIONS.

5. PROVIDE CLEARANCE AS PER LISTED APPLIANCE FROM COMBUSTIBLE MATERIALS.

6. ALL GAS BURNING APPLIANCES SHALL HAVE AN APPROVED SHUT-OFF VALVE.

7. ALL APPLIANCES SHALL BEAR A LEGIBLE FACTORY APPLIED NAME PLATE.

8. ALL APPLIANCES SHALL BE PROPERLY VENTED WITH U.L. LISTED VENTING ASSEMBLIES.

9. PROVIDE ALL STRUCTURAL SUPPORTS FOR ALL EQUIPMENT AS RECOMMENDED BY THE EQUIPMENT MANUFACTURERS

10. FLASH AND SEAL ALL PENETRATIONS OF EXTERIOR WALLS AND ROOFS.

11. THERMOSTATS, AUTOMATIC DAMPERS, LOUVERS, CONTROL WIRING, ETC.. SHALL BE BY THE HVAC CONTRACTOR. CONDUIT AND BOXES FOR THE SAME ITEMS SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.

MECHANICAL NOTES

3/4"

DRIP LEG

APPLIANCE SHUT-OFF VALVE

UNION

UNI-STRUT

2" VENT

VENT THROUGH ROOF

3" VENT

THROUGH ROOF

1 1/4"

STAT E OF OH I O

MICHAEL

BRUNS

#E-66091REG I S T ERED

PRO F ES S I ONA L E NG I N

AMMENDED 01/14/16: R.SINDT

CAP FOR FUTURE EXPANSION

214 W. Fourth St., Greenville, OH 45331 937.548.7511 www.moteassociates.com

Mote& Associates Engineering, Land Surveying

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO: OF

MICHAEL J. BRUNS P.E. # 66091

ELECTRICAL PLAN

FSL DELAWARE GREENHOUSE REPLACEMENT

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH 8 9

1/4" = 1'-0"

4/28/15

DEL03081314 1D12982

POWER PLAN

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

KEYNOTESID

ELECTRICAL LEGEND

30'-0"

60'-0"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

A B C D E F

LIGHTING PLAN

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

30'-0"

60'-0"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

A B C D E F

115 VOLT, 20 AMP DUPLEX RECEPTACLE MOUNTED ON WALL 4'-6" ABOVE FLOOR (TO TOP OF BOX)

UNLESS NOTED OTHERWISE. ALL RECEPTACLES AND COMPONENTS MUST MEET UL LISTING

REQUIREMENTS FOR WET LOCATION.

ELECTRIC MOTOR PROVIDED WITH EQUIPMENT UNLESS NOTED OTHERWISE.

BRANCH CIRCUIT POWER WIRING.

POWER CIRCUIT WIRING TO PANEL AND CIRCUIT BREAKER NUMBER INDICATED.

SINGLE POLE 115 VOLT, 20 AMP SNAP SWITCH, 4'-0" ABOVE FLOOR (TOP OF BOX).

3 WAY 115 VOLT, 20 AMP SNAP SWITCH, 4'-0" ABOVE FLOOR (TOP OF BOX).

(9) GENERAL PURPOSE LIGHTS: LITHONIA SERIES CB WITH TWO 32 WATT, 115 VOLT, T-8 LAMPS.

FIXTURES DESIGNATED N-E SHALL HAVE EMERGENCY BATTERY BALLASTS TO OPERATE THE

FIXTURE 1-1/2 HOURS UPON LOSS OF NORMAL POWER. FIXTURES SHALL BE MOUNTED

APPROXIMATELY 11'-6" ABOVE THE FLOOR

20 AMP, 115 VOLT GROW LIGHT RECEPTACLE (TWO LIGHT PER RECEPTACLE), NEMA 5-20R

EXCEPT WHERE OTHER CONFIGURATION IS REQUESTED BY OWNER. CONTRACTOR SHALL

REQUEST DIRECTION ON CONFIGURATION FROM GROW LIGHT PROVIDER BEFORE PURCHASING

ANY LIGHTING RECEPTACLES.

EXTERIOR EGRESS LIGHT: LITHONIA TWA-CF 115 VOLT, 26 WATT, COMPACT FLUORESCENT WALL

PACK FIXTURE WITH PHOTOCELL. FIXTURE SHALL NOT BE SWITCHED. BALLASTS SHALL BE

RATED FOR USE AT AMBIENT TEMPERATURES DOWN TO 20° F. MOUNT FIXTURE A MINIMUM OF

10'-0" ABOVE FINISHED FLOOR.

1. PROPOSED SINGLE SPEED EXHAUST FAN.

2. PROPOSED TWO SPEED EXHAUST FAN.

3. PROPOSED NATURAL GAS FIRED UNIT HEATER WITH THERMOSTAT.

4. PROPOSED RIDGE VENT MOTOR

5. PROPOSED GABLE VENT MOTOR.

6. PROPOSED EVAPORATIVE COOLING PUMP & TANK.

7. PROPOSED HORIZONTAL AIR FLOW FAN.

8. PROPOSED UNI-STRUT HANGING SYSTEM. UNI-STRUT SYSTEM TO BE 6' ON

CENTER LENGTH WAYS AND ATTACHED BETWEEN EACH TRUSS BOTTOM

CHORD.

9. PROPOSED SHADE SYSTEM MOTOR.

10. PROPOSED 400 AMP 120/208V 3 PHASE POWER PANEL (P-1).

11. PROPOSED 200 AMP 120/208V 3 PHASE SUB PANEL (P-2).

12. PROPOSED CONTACTOR PANEL.

13. PROPOSED CONTROLS PANEL.

14. PROPOSED INCOMING POWER.

15. PROPOSED WEATHER STATION, LOCATION TO BE DETERMINED. WIRING FROM

CONTROLS PANEL.

16. EXISTING HEAHOUSE.

17. EXISTING DOOR LOCATED ON NORTH WALL OF HEADHOUSE.

18. PROPOSED 1" CONTROLS CONDUIT TO HEADHOUSE..

1. MINIMUM ACCEPTABLE CONDUCTOR SIZES PROTECTED BY PANELBOARD CIRCUIT BREAKERS

SHALL BE AS FOLLOWS:

BREAKER, CONDUCTOR, MIN. CONDUIT SIZE

TRIP RATING SIZE

[AMPS] [AWG CU.]

15 #12 -----------------------------3/4" 20 #12 -----------------------------3/4" 30 #10 -----------------------------3/4" 40 # 8 ------------------------------3/4" 50 # 6 ------------------------------1" 60 # 4 ------------------------------1 1/4" 75 # 3 ------------------------------1 1/2" 90 # 2 ------------------------------1 1/2"

PROVIDE LARGER CONDUCTORS WHERE INDICATED.

2. BRANCH CIRCUITS HAVING MORE THAN 75 FEET OF CONDUCTOR LENGTH BETWEEN THE

PANELBOARD AND THE FIRST UTILIZATION DEVICE OR OUTLET ON THE CIRCUIT SHALL HAVE

CONDUCTORS ONE SIZE LARGER THAN INDICATED IN THE ABOVE CONDUCTOR SIZING NOTE.

3. NO MORE THAN 9 CURRENT CARRYING CONDUCTORS MAY BE INSTALLED IN ANY ONE RACEWAY.

WHEN MORE THAN THREE CURRENT CARRYING CONDUCTORS ARE INSTALLED IN ONE RACEWAY,

CAPACITY OF CONDUCTORS MUST BE DERATED AS REQUIRED BY NEC. WHERE NECESSARY,

UPSIZE CONDUCTORS SUCH THAT DERATED CAPACITY IS NOT LOWER THAN THE OVERCURRENT

PROTECTION TRIP RATING.

4. BRANCH CIRCUITS SHALL HAVE ALL NEUTRAL CONDUCTORS COUNTED AS CURRENT CARRYING

CONDUCTORS. ALL 120 VOLT BRANCH CIRCUITS SHALL HAVE INDIVIDUAL DEDICATED NEUTRAL

CONDUCTORS. DO NOT SHARE NEUTRAL CONDUCTORS ON MULTIPLE CIRCUITS.

5. WHERE PHASE CONDUCTORS ARE UPSIZED FOR LENGTH OF RUN OR GROUPING IN RACEWAYS,

ALSO UPSIZE NEUTRAL AND GROUNDING CONDUCTORS TO MATCH.

6. ALL ELECTRICAL MATERIALS INSTALLED LOWER THAN 10 FEET ABOVE THE FLOOR IN

GREENHOUSE COMPARTMENTS SHALL BE UL LISTED FOR USE IN WET LOCATIONS.

7. ALL 120 VOLT RECEPTACLE CIRCUITS ON THIS PROJECT SHALL BE GFCI PROTECTED BY ONE OF

THE RECEPTACLES ON THE CIRCUIT.

8. ALL CIRCUITS IN GREENHOUSE SHALL BE SERVED FROM THE PANELBOARD IN THAT

GREENHOUSE.

9. ALL CONDUITS IN THE GREENHOUSE CONSTRUCTION SHALL BE SCHEDULE 80 PVC WITH

PROVISIONS FOR EXPANSION AT EACH COUPLING.

10. CONDUIT PENETRATION THROUGH CONCRETE SLABS SHALL BE RIGID STEEL.

11. HORIZONTAL CONDUITS SHALL NOT BE EMBEDDED IN CONCRETE FLOORS.

12. MINIMUM CONDUIT SIZE SHALL BE 3/4 INCH.

13. PROVIDE THHN/THWN COPPER.

14. ALL EQUIPMENT CONNECTIONS SHALL BE MADE USING LIQUID TIGHT FLEXIBLE METAL CONDUIT.

15. ALL CONDUIT ROUTING SHALL BE DETERMINED BY THE CONTRACTOR AND SHALL MEET ALL

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

16. MOUNT LIGHTING RECEPTACLE ON THE FRAMING SYSTEM PROVIDED TO SUPPORT THE GROWTH

LIGHTS, APPROXIMATELY 12'-0" ABOVE FINISHED FLOOR.

17. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING THE GREENHOUSE

ENVIRONMENTAL CONTROLS AND MAKING THE CONNECTIONS BETWEEN THE BREAKER PANEL

AND THE CONTACTOR PANEL. ELECTRICAL CONTRACTOR SHALL RUN COMMUNICATION CABLE

FROM THE TEMPERATURE SENSOR TO THE CONTROL BOX,THE WEATHER STATION TO THE

CONTROL BOX AND THE COMPUTER (TO BE PROVIDED BY OWNER) TO THE CONTROL BOX.

CONTROLS CONDUCTORS SHALL BE RAN IN SEPARATE CONDUIT.

18. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING POWER PANEL, ELECTRICAL

CONDUITS, FITTINGS, INSTALLING ALL BREAKERS AND WIRING.

ELECTRICAL NOTES

101112

SINGLE SPEED EXHAUST FAN

TWO SPEED EXHAUST FAN

VC2000 ROOF VENT MOTOR

VC2000 GABLE END VENT MOTOR

TF150 NATURAL GAS HEATER

VK12 H.A.F. FANS

EQUIPMENT DISCRIPTION QTY

VOLTAGE

PHASE

3/4

7.8

AMPS

1 115 1 3/4 9.3 2 115 1 1/5 2.5 1 115

2 115 2 115

1/5

1/4 1/10

2.5

5.8 1.3

EVAPORATIVE COOLING PUMP 1 115 1 1/3 2.9

VC2000 ROOF SHADE MOTOR (OPT 2) 1 115 1 1/5 2.5

P-1

CCT-2

P-2

CCT-1

P-2

CCT-2

P-2

CCT-3

P-2

CCT-4

P-2

CCT-5

P-2

CCT-6

P-2

CCT-7

P-2

CCT-8

P-2

CCT-9

P-1

CCT-4

P-1

CCT-7

P-1

CCT-6

P-1

CCT-8

P-1

CCT-15

P-1

CCT-9

P-1

CCT-10

P-1

CCT-12

P-1

CCT-14

P-1

CCT-16

P-1

CCT-13

P-1

CCT-11

101112 14

P-1

CCT-1,2,3

STAT E OF OH I O

MICHAEL

BRUNS

#E-66091REG I S T ERED

PRO F ES S I ONA L E NG I N

AMMENDED 01/14/16: R. SINDT

Mote& Associates Engineering, Land Surveying

DATE

REVISIONS:

SCALE:

DATE:DRAWN: CHECKED:

PROJ. NO: DWG. NO:

SHEET NO: OF

MICHAEL J. BRUNS P.E. # 66091

ELECTRICAL PANELS & DETAILS

FSL DELAWARE GREENHOUSE REPLACEMENT

U.S. DEPARTMENT OF AGRICULTURE

FINAL DESIGN DRAWINGS

4/28/15

CRM MWH 9 9

NONE

4/28/15

DEL03081314 1D12983

PROPOSED 400 AMP PANEL

ONOFF

PANEL: P-1

NEC LOAD: 80.15A

VOLTS: 120/208

AMPS: 400A PHASE: 3

NO. LOAD DESCRIPTION

BRKR

AMPS

LEFT PHASE

LOADING (WATTS) NO.LOAD DESCRIPTION

BRKR

AMPS

POLE

A B C

RIGHT PHASE

LOADING (WATTS)

A B C

POLE

BRANCH BREAKERS

20 1 897

SPACE

SINGLE SPEED EXHAUST FAN

20 1 20 1 20 1 20 1

13794 11597 11704 2877 1675 1937

SPACE

TWO SPEED EXHAUST FAN

ROOF SHADE MOTOR288

288 GABLE VENT MOTOR

NATURAL GAS HEATER667

299HORIZONTAL AIR FLOW FANS

EVAP. PUMP-WEST WALL REC.

667NORTH WALL REC. 720

SOUTH WALL REC.

EAST WALL REC. 540

GENERAL PURPOSE LIGHTS 314

REMOVE EXISTING POWER

CONDUCTORS AND INSTALL NEW

FEEDER IN EXISTING CONDUIT

(2) SETS - #4/0 THHN/THWN

CU. AND (1) #3 GROUND

PANEL

400A MCB

NEMA 3R

CIRCUITS

3PH-400

SPACE

3PH-100

ELECTRICAL SINGLE LINE DIAGRAM

3PH-100

EXISTING GREENHOUSE

EXISTING SPARE

EXISTING BASEMENT

WESTINGHOUSE 120/208 VOLT,

3 PH, 4-W 1200 AMP PANEL

MDP

SPACE3PH-225

EXISTING

KEYNOTESID

1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC

CODE.

2. REMOVE AND DISPOSE OF ANY TEMPORARY WIRING AS

DIRECTED BY OWNER.

3. FINAL SHOP DRAWINGS OF THE POWER PANELS AND

CONTACTOR PANEL SHALL BE PROVIDED AND APPROVED BY

OWNER PRIOR TO CONSTRUCTION AND INSTALLATION. IT

SHALL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY

TO COORDINATE POWER WIRING AND CONTROL WIRING

SYSTEMS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

PREPARING SHOP DRAWINGS.

GENERAL NOTES:

UNI-STRUT PLAN VIEW DETAIL

SCALE: NONE

UNI-STRUT SIDE VIEW DETAIL

SCALE: NONE

1. UNI-STRUT P1000 SERIES, 0.20 MINIMUM MODULUS APPROXIMATELY 6' ON

CENTER, ATTACH TO TRUSS BOTTOM CHORD USING 3/8" BOLTS. (RUNNING THE

LENGTH OF THE GREENHOUSE).

2. UNI-STRUT P1000 SERIES, 0.20 MINIMUM MODULUS APPROXIMATELY 12' ON

CENTER (EQUALLY SPACED BETWEEN TRUSS BOTTOM CHORDS), ATTACH TO

UNI-STRUT USING 3/8" BOLTS.

3. ELECTRICAL CONDUIT.

4. ELECTRICAL JUNCTION BOX.

5. GROW LIGHT RECEPTACLE.

6. FUTURE GROW LIGHT ELECTRICAL DEMAND ASSUMPTIONS:

115 VOLT, 1 PH, 5.7 AMPS (OR) 208 VOLT 1 PH, 3.3 AMPS (CURRENTLY SHOWING)

NATURAL GAS HEATER

PROPOSED 200 AMP PANEL

ONOFF

PANEL: P-2

NEC LOAD: 59.4A

VOLTS: 120/208

AMPS: 200A PHASE: 3

NO. LOAD DESCRIPTION

BRKR

AMPS

LEFT PHASE

LOADING (WATTS) NO.LOAD DESCRIPTION

BRKR

AMPS

POLE

A B C

RIGHT PHASE

LOADING (WATTS)

A B C

POLE

BRANCH BREAKERS

20 1

SPACE

20 1 20 1 20 1 20 1

2746 2746

SPACE

GROW LIGHT RECEPTACLE

GROW LIGHT RECEPTACLE GROW LIGHT RECEPTACLE

GROW LIGHT RECEPTACLE GROW LIGHT RECEPTACLE1373

SPACE SPACE

SPACE

1373 2746 1373 1373

P-2 P-2 P-2

200 3

3 ROOF VENT MOTORS575

SPACE SPACE

SPACE

12357 10984

10984

PANEL

200A MCB

NEMA 3R

CIRCUITS

(4) #3/0 (1) #2

GROUND THHN/THWN

CU. IN 2" CONDUIT

GRADE

EXISTING POWER

FEED TO REMAIN

REMOVE AND REPLACE POWER WIRING

FROM MDP TO NEW PANEL P-1.

PROVIDE (2) SETS (4) - #4/0

THHN/THWN CU. AND (1) #2 GROUND

IN EXISTING 4" CONDUIT AND

PROPOSED EXTENDED CONDUIT

EXISTING HEADHOUSE INSIDE PROPOSED

GREENHOUSE

GRADE

EXISTING BUBBLE

HOUSE TO BE

REMOVED BY OWNER

CUT EXISTING 4" CONDUIT AND

EXTEND 4" CONDUIT TO PROPOSED

GREENHOUSE. PROVIDE PROTECTIVE

CONCRETE DUCT AND CONTINUE

TRACER WIRE. PROVIDE CAUTION

TAPE ABOVE CONDUIT

THE EXISTING ELECTRICAL EQUIPMENT INSIDE THE

HEAHOUSE WILL BE REMOVED BY OWNER. THE

CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEM

SWITCHGEAR TO NEW GREENHOUSE WITH OWNER. THE

CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRIC

MEASURES TO THE EXISTING BUBBLE HOUSE UNTIL

NEW GREENHOUSE IS COMPLETED AND OWNER HAS

OCCUPANCY

RATING: NEMA 3R RATING: NEMA 3R

CONFIRM EXISTING

GROUNDING

6 6

PROVIDE (2) SETS (4) - #4/0

THHN/THWN CU. AND (1) #2

GROUND IN 4" CONDUIT

STAT E OF OH I O

MICHAEL

BRUNS

#E-66091REG I S T ERED

PRO F ES S I ONA L E NG I N

AMMENDED 01/14/16: R. SINDT

SPACE

Title Sheet

Floor & Roof Plan

Elevations

Plumbing Plan

Electrical Plan

Panel - Power Riser

sheet 2.pdf

Site

sheet 3-4.pdf

Site Details 1

Site Details 2

File details come from the government source that posted it. Updated Nov 14, 2017.