Attachment 4 - Plans Drawings.pdf

NEW FARM STORAGE BUILDING

NORTHWEST IRRIGATION & SOILS RESEARCH LAB

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

KIMBERLY, ID

USDA

LOCATION MAPVICINITY MAP NO SCALE

N N

NO SCALE

GENERAL NOTE:

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PERFORMING WORK OR FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR RESOLUTION

BEFORE PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

LOCATION

PROJECT

POCATELLO

IDAHO FALLS

KIMBERLY

BOISE

NEW FARM STORAGE

BUILDING LOCATION

BUILDING 2

BUILDING 1

BU

ILD

IN

G

N

E

NORTHWEST IRRIGATION &

SOILS RESEARCH LAB

3793 N. 3600 E.

KIMBERLY, ID

BU

ILD

IN

G

BU

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IN

G

SHOP

U

D A

S

KIMBERLY, ID

TITLE SHEET

T101

BID DESCRIPTION:

BASE BID: PROVIDE A HEATED, INSULATED PRE-ENGINEERED STEEL BUILDING WITH CONCRETE FLOORS. THE BUILDING WILL BE APPROXIMATELY 40 FT BY 60 FT AND WILL HAVE TWO 24 FT WIDE OVERHEAD SECTIONAL DOORS FOR DRIVE-THRU CAPABILITY WITH EXTERIOR GRAVEL TO OVERHEAD DOORS. IT WILL ALSO INCLUDE TWO INSULATED HOLLOW METAL MAN-DOORS PER THE DRAWINGS. INSTALLATION OF VENTILATION SYSTEM AND FORCED AIR UNIT HEATERS. PRE-ENGINEERED METAL BUILDING MANUFACTURER WILL ALSO INCLUDE ALL NECESSARY COMPONENTS FOR A COMPLETE BUILDING SYSTEM, INCLUDING WALL AND ROOF METAL PANELS AND INSULATION, INTERIOR METAL LINER PANELS, FASCIAS, TRIM, GUTTERS AND DOWNSPOUTS (WEST AND EAST SIDES). THIS BUILDING WILL REQUIRE EXCAVATION OF SOILS AT EXISTING SITE, CONNECTION TO EXISTING

ELECTRICAL AND WATER UTILITIES LOCATED ON PROJECT SITE.

BID OPTION: PROVIDE A COMPLETE LEAN-TO STRUCTURE AS PART OF THE PRE-ENGINEERED METAL BUILDING MANUFACTURER'S PACKAGE AS INDICATED IN DRAWINGS. THE LEAN-TO WILL BE 20' X 60' AND INCLUDE ADDITIONAL CONCRETE FOUNDATION WORK FOR STEEL COLUMNS, ELECTRICAL POWER AND LIGHTING, BIRD NETTING AND CONTROL SYSTEM AS INDICATED IN DRAWINGS AND SPECIFICATIONS. THE LEAN-TO SHALL BE A CONTINUATION OF THE METAL ROOF PANELS AND ALL ASSOCIATED METAL FASCIAS, TRIMS, GUTTERS AND DOWNSPOUTS SHALL BE INCORPORATED TO PROVIDE A SEAMLESS LOOK BETWEEN THE BUILDING AND THE LEAN-TO. IT WILL ALSO INCLUDE ONE INSULATED HOLLOW METAL MAN-DOOR

ACCESSING THE LEAN-TO PER THE DRAWINGS.

U

D A

S

KIMBERLY, ID

DRAWING INDEX

T102

DRAWING NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

T101 T102 C100 C101 C102 C103 C200 C201 S001 S100 S101 A101 A201 A301 A501 A601 M001 M101 M501 P001 P101 E001 E101 E102 E103 E104 E600

TITLE SHEET

DRAWING INDEX

EXISTING SITE PLAN

DEMO SITE PLAN

NEW SITE/UTILITY PLAN

GRADING PLAN

CIVIL/SITE DETAILS

CIVIL/SITE DETAILS

STRUCTURAL NOTES

STRUCTURAL DETAILS

STRUCTURAL DETAILS

FLOOR PLAN

ELEVATIONS

BUILDING SECTIONS

DETAILS

SCHEDULES

ABBREVIATIONS AND GENERAL NOTES

HVAC FLOOR PLAN

HVAC SCHEDULES AND DETAILS

ABBREVIATIONS AND GENERAL NOTES

PLUMBING FLOOR PLAN

ABBREVIATIONS AND GENERAL NOTES

POWER PLAN

RECEPTACLE PLAN

LIGHTING PLAN

FIRE ALARM PLAN

LIGHTING SLIDES

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EDGE OF BUILDING

TOP OF WALL

EDGE OF PAVEMENT

EDGE OF CONCRETE

EDGE OF GRAVEL

FENCE

EXISTING WATER PIPE

EXISTING GAS PIPE

EXISTING SEWER PIPE

UNDERGROUND POWER

MAJOR CONTOUR

MINOR CONTOUR

YARD HYDRANT

VERTICAL PIPE

SEWER MANHOLE

ABANDONED GREASE TRAP

POWER POLE

GUY WIRE

BOLLARD

POST

JUNCTION BOX

FUEL TANK

PUMP

IRRIGATION VALVE

FF FINISH FLOOR

SPOT ELEVATION

GREASE TRAP

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SCALE: 1" =

020 2010

20'

ABANDONED GREASE TRAP

RIM EL 3912.58

E INV 6" METAL 3908.44

SEWER MH

RIM EL 3913.24

SEWER LEACH FIELD

RIM ELEV 3912.71

S INV 6" RCP 3909.22

N INV 4" PVC 3909.23

E INV 4" PVC 3909.10

W INV 4" PVC 3909.10

TREES/BUSHES

TREES/BUSHES

SV-1 THE PLANS ARE BASED ON A SURVEY THAT WAS PERFORMED BY J.U.B.

ENGINEERS, INC ON JUNE 24-27, 2019. HORIZONTAL DATUM IS BASED ON IDAHO

STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE NAD83 IN U.S. SURVEY

FEET. VERTICAL DATUM AND ELEVATIONS SHOWN HEREON BASED ON NAVD88.

EXISTENCE OF WETLANDS, ENVIRONMENTAL HAZARDS, CEMETERIES OR ANY

UNDERGROUND STRUCTURE WAS NOT OBSERVED DURING THE COURSE OF THE

SURVEY.

GN-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION.

REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING

CONSTRUCTION ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL

IMMEDIATELY COMMUNICATE, IN WRITING TO THE CONTRACTING

OFFICER, CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE

INSUFFICIENT, INADEQUATE OR INCORRECT FOR PERFORMING THE

CONSTRUCTION WORK.

GN-2 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS

LOCATED AT THE TIME OF THE DESIGN SITE VISIT. THE CONTRACTOR

SHALL VERIFY THE LOCATION OF ALL UTILITIES, NOTE EXISTING

CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICER

PRIOR TO BEGINNING CONSTRUCTION AND PROTECT ALL EXISTING

UTILITIES.

GN-3 COORDINATE CIVIL WORKS AND OTHER TRADES.

GN-4 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR

SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE

DETAIL IS SHOWN.

GN-5 VERIFY EXISTING CONDITIONS. WHEN SPECIFIC INFORMATION IS

INCORRECT, MISSING OR IS IN CONFLICT, BRING THE CONFLICT TO THE

ATTENTION OF THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK

RELATED TO THAT ITEM.

GN-6 THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING,

DIVERSION AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE

IN AREAS OF STRUCTURAL, UTILITIES AND PAVEMENT SUBGRADES.

GN-7 THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE

NEW UTILITIES AND SERVICE.

GN-8 PRODUCTS SHALL BE INSTALLED PER MORE STRINGENT REQUIREMENTS

OF THE DESIGN DOCUMENTS OR THE MANUFACTURER'S PRINTED

INSTRUCTIONS FOR THE INDICATED APPLICATION. THESE INSTRUCTIONS

SHALL BE MAINTAINED ON SITE FOR THE DURATION OF THE INSTALLATION

AT A MINIMUM.

1. EXISTING GRAVEL THICKNESS IS ESTIMATED TO BE 6" IN DEPTH.

2. EXISTING ASPHALT SECTION IS ESTIMATED TO BE 6" ASPHALT AND 6" OF GRAVEL.

6" SEWER:

CLAY, CEMENT

ASBESTOS OR

CONCRETE

114" CAST IRON WATER

CAPPED WITH 114" GATE

VALVE IN VALVE BOX

114" (1#) GAS LINE

INVERT = 3909±

SCALE: 1" =

010 10

10'

EXISTING SITE PLAN1

SCALE: 1" = 20'C100

NORTH

U

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KIMBERLY, ID

EXISTING SITE PLAN

C100

EXISTING PAVEMENT NOTES:

SURVEY NOTES:

GENERAL NOTES:

LEGEND:

DETAIL A

SCALE 1" = 10'

DETAIL B

SCALE 1" = 10'

lhenderson kimberly

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FENCE TO BE REMOVED (BY OTHERS -NOT IN THIS CONTRACT).

CLEAR AND GRUB BUILDING LOCATION.

TREE AND BRUSH TO BE REMOVED (BY OTHERS - NOT IN THIS CONTRACT).

LOCATE AND PROTECT EXISTING UNDERGROUND ELECTRICAL SERVICE AND ALL OTHER

UTILITIES.

SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT AND GRAVEL.

SALVAGE CLEAN GRAVEL AND STOCK ON SITE WHERE DIRECTED BY THE CONTRACTING

OFFICER.

3LINEAR DEMOLITION

DEMOLITION AND SITE PREP AREA

SAWCUT

LIMITS OF ANTICIPATED DISTURBANCE (APPROX 17,000

SF OR 13 ACRE)

BEG

END

SOIL SAMPLE LOCATION

SEE SOIL LOG SHEET C200

D-1 PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE

CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE

EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT.

D-2 AT A MINIMUM, PROVIDE 4' TALL, TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE

SAFETY FENCE TO ISOLATE HAZARD AND CONSTRUCTION FROM UNAUTHORIZED

ACCESS.

D-3 CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION

CAUSED BY WEATHER. DEWATER ALL OPEN SUBGRADES AS REQUIRED TO MAINTAIN

STABILITY.

D-4 THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER

SPACES, ADJACENT BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS.

D-5 THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION

THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES.

COORDINATE THE LOCATION OF THE CUTS TO ACCOMMODATE FINAL FINISHES.

D-6 THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL

CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY

AND STABILITY OF ALL COMPONENTS DURING CONSTRUCTION.

D-7 PRIOR TO THE THE CONSTRUCTION CONTRACT AWARD, THE USDA WILL RELOCATE

ALL MOBILE ASSETS AND INVENTORY TO A LOCATION THAT WILL NOT INHIBIT

CONSTRUCTION OPERATIONS.

D-8 ITEMS NOTED AS "NOT IN CONTRACT" WILL BE REMOVED PRIOR TO THE AWARD OF

THE CONSTRUCTION CONTRACT

D-9 BELOW THE NEW BUILDING, NEW PAVEMENT AND NEW GRAVEL FOOTPRINT, THE

CONTRACTOR SHALL STRIP ALL ORGANIC MATERIAL AND STOCKPILE (FOR USE AS

TOPSOIL). SCARIFY, STABILIZE AND COMPACT ALL BUILDING, PAVEMENT AND GRAVEL

PRIOR TO PLACING ANY ADDITIONAL FILL.

LIMITS OF ASPHALT PAVEMENT REMOVAL

PROPOSED

CONTRACTOR LAYDOWN

AREA

ALL WORK THIS SHEET IS PART OF THE BASE BID

TH1

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KIMBERLY, ID

SCALE: 1" =

020 2010

20'

DEMO SITE PLAN1

SCALE: 1" = 20'C101

NORTH

DEMO SITE PLAN

C101

KEYED NOTES:

DEMOLITION NOTES:

LEGEND:

TH2

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020 2010

20'

BUILDING ADDITION

NEW FENCE (BY OTHERS - NOT IN THIS CONTRACT).

PROVIDE NEW PRE-ENGINEERED METAL BUILDING. (SEE ARCHITECTURAL).

PROVIDE NEW PRE-ENGINEERED METAL LEAN-TO. (BID OPTION - BO)

PROVIDE NEW 24' WIDE OVERHEAD DOOR (SEE ARCHITECTURAL).

PROVIDE NEW 114" WATERLINE. REDUCE AT BUILDING TO MATCH PLUMBING. (2/C201 & 5/C201).

PROVIDE WATER VALVE (4/C201).

EXISTING WATER VALVE WITH CAPPED 114" TERMINATION. ANTICIPATED POINT OF WATER CONNECTION. (FIELD

VERIFY MATERIAL AND LOCATION PRIOR TO BEGINNING WORK).

PROVIDE GAS SERVICE VALVE IN VALVE BOX.

PROVIDE A NATURAL GAS LOCKING WING COCK, PRESSURE REGULATOR.

PROVIDE NEW 1-1/4" POLYETHYLENE GAS PIPE. ANTICIPATED TIE TO EXISTING 4" (1#) GAS LINE (FIELD VERIFY

MATERIAL AND LOCATION PRIOR TO BEGINNING WORK).

PROVIDE NEW GRAVEL PAVEMENT FROM BUILDING FACE TO TIE TO SURROUNDING PAVEMENT SURFACES/GRADE.

PROVIDE NEW BOLLARDS AT LOCATIONS INDICATED. (3/C201).

BEG

END

BEG

END

GRAVEL

NEW WATER VALVE VW

NEW WATER LINE

12 12

BO

VW

TIE (END)

BEG

NEW GAS LINE

U-1 THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL UTILITY COMPANY, OBTAIN ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES.

U-2 WORK PERFORMED ON THE SERVICE SHALL BE PERFORMED BY AN APPROVED UTILITY CONTRACTOR FOR THE RELATED WORK. WHERE IN CONFLICT, THE

CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT OF THE UTILITY OR DESIGN DOCUMENT REQUIREMENTS.

U-3 SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON NATURAL GAS AND ELECTRICAL SERVICE.

U-4 THE CONTRACTOR SHALL PROVIDE AN ACCURATE AS-BUILT DRAWING OF ALL UNDERGROUND INSTALLED UTILITIES TO THE OWNER ON A 24"X36" PLAN SHEET.

DETAILS SHALL INCLUDE, AT A MINIMUM; SIZES, DIMENSIONS FROM VISIBLE SITE FEATURES AND DEPTH OF BURY.

U-5 NEW GAS AND WATER LINES CAN BE LOCATED ADJACENT IN TRENCH AT CONTRACTOR'S OPTION.

VG

VGNEW GAS VALVE

VW

ALL WORK THIS SHEET IS PART OF THE BASE BID

G-1 AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL SPREAD 4" TOPSOIL ON ALL DISTURBED UNIMPROVED AREAS AS REQUIRED TO ESTABLISH

VEGETATIVE COVER. AT THE COMPLETION OF THE PROJECT, HAUL EXCESS MATERIAL OFF SITE.

G-2 TEMPORARY SEED OR STABILIZE ALL AREAS OF EXPOSED EARTH THAT ARE PLANNED TO BE UNFINISHED OR UNWORKED FOR A PERIOD EXCEEDING 14 DAYS.

NOTE:

SEE 2/C102 FOR REQUIRED PAVEMENT

IMPROVEMENTS

TH2

SOIL BORING

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KIMBERLY, ID

NEW SITE/UTILITY PLAN

C102

NEW SITE/UTILITY PLAN1

SCALE: 1" = 20'C102

NORTH

PAVEMENT SURFACING PLAN2

SCALE: 1" = 20'C102

NORTH

KEYED NOTES:LEGEND (PROPOSED):

GENERAL NOTES:

UTILITY NOTES:

TH1

TH1

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SCALE: 1" =

020 2010

20'

PROP FF =

3913.8

3913NEW CONTOUR

SPOT ELEVATION 3913.8

FE =

3913.5

FE =

3913.5

GRADE TO

DRAIN

GRADE TO

DRAIN

ALL WORK THIS SHEET IS PART OF THE BASE BID

GRADE SWALE

PAVEMENT

LIMITS

U

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KIMBERLY, ID

GRADING PLAN

C103

GRADING PLAN1

SCALE: 1" = 20'C103

NORTH

LEGEND (GRADING):

TH1

TH2

GT-1 RECOMMENDATIONS FOR THIS DESIGN ARE BASED ON: 'GEOTECHNICAL INVESTIGATION,

PROPOSED FARM SHOP BUILDING' DATED: JULY 2, 2019. HLE, INC.

GT-2 GROUNDWATER WAS NOT ENCOUNTERED IN THE BORINGS AT THE TIME OF AUGERING.

GROUNDWATER LEVEL OBSERVATIONS PROVIDE AN INDICATION OF GROUNDWATER

CONDITIONS PRESENT AT THE TIME THE BORINGS WERE DRILLED. GROUNDWATER LEVEL

FLUCTUATIONS OCCUR DUE TO SEASONAL VARIATIONS IN THE AMOUNT OF RAINFALL,

RUNOFF AND OTHER FACTORS NOT EVIDENT AT THE TIME.

GT-3 SITE PREPARATION SHALL INCLUDE REMOVAL OF ASPHALT, GRAVEL AND ORGANIC

MATERIAL BELOW THE FOOTPRINT FOR THE PLACEMENT OF ALL IMPROVEMENTS AND

STRUCTURES. STRIP AND STORE TOPSOIL FOR REUSE AT THE COMPLETION OF SITE

GRADING.

GT-4 COMPACTION EFFORTS:

ALL SUBGRADES SHALL BE STABLE.

BACKFILL MATERIAL MUST BE WITHIN THE RANGE OF -2 TO +2 PERCENT OF OPTIMUM

MOISTURE CONTENT AT THE TIME OF COMPACTION.

S-1 SLABS/PAVEMENTS - AREAS OF THE SITE WITHIN THE BUILDING AREA SHALL BE

EXCAVATED TO SUFFICIENT DEPTHS TO REMOVE EXISTING ASPHALT AND ORGANIC

MATERIAL. THE EXPOSED SUBGRADE MATERIAL SHOULD BE RE-COMPACTED TO A

MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OF ASTM D-1557.

S-2 FOOTING - SPREAD FOOTINGS BEARING ON RE-COMPACTED SILT (MINIMUM 95% OF THE

MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557) FOR AN ALLOWABLE LOAD

BEARING CAPACITY OF 1,300 PSF.

S-3 THE CONTRACTOR SHALL PROVIDE A QUALIFIED INSPECTOR APPROVED BY THE

CONTRACTING OFFICER TO VERIFY THE COMPACTION.

ALL WORK THIS SHEET IS PART OF THE BASE BID

U

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KIMBERLY, ID

CIVIL/SITE DETAILS

C200

SOIL LOGS1

SCALE: NONEC200

GEOTECHNICAL NOTES:

STRUCTURAL NOTES:

DIA.

8" MIN. NEW WORK

NEW COMPACTED BASE

COURSE TO MATCH EXISTING

COMPACTED FILL

PLACE IN 6" LOOSE LIFT AND COMPACTED

TO A MINIMUM OF 95% OF THE MAXIMUM

DENSITY AS OF ASTM D-1557

EXISTING GRAVEL SURFACING

SLOPE TO FACILITATE

CONSTRUCTION

12"

LOCAL MATERIAL/EXECUTION REQUIREMENTS:

MATERIAL AND EXECUTION SHALL MEET THE FOLLOWING REQUIREMENTS OF

THE IDAHO TRANSPORTATION DEPARTMENT'S "2018 STANDARD

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION":

1. SECTION 303 AGGREGATE BASE (GRADATION "3 4 IN A" OR "3 4 IN

B").

2. SECTION 210 STRUCTURE EXCAVATION AND BACKFILL.

3. SECTION 205 EXCAVATION AND EMBANKMENT.

4. SECTION 409 PORTLAND CEMENT CONCRETE PAVEMENT.

3000 PSI CONCRETE ENCASEMENT W/ 4-#4 BARS

LONGITUDINAL 10' EITHER SIDE CROSSING

WHEN

<18" VERTICAL SEPARATION (ABOVE OR BELOW)

WATER MAIN SHALL BE LAID AT LEAST 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SEWER OR MANHOLE.

WHERE WATERLINES MUST CROSS SEWER LINES, THE JOINTS SHALL BE CENTERED TO PROVIDE THE MAXIMUM SPACING BETWEEN THE JOINTS OF THE SEWER LINE AND WATER LINE AND A VERTICAL SEPARATION OF AT LEAST

18" SHALL BE MAINTAINED.

6" 6"

CONCRETE

SLAB

VALVE BOX

VALVE

" M

IN

(T

YP

6"

FINISHED

GRADE

LETTERS "WATER" CAST

IN METAL COVER

S 1/2"S 1/2"

PIPING SIZE / VALVE TYPES

< 2" GLOBE VALVE

> OS&Y GATE

VALVES SHALL BE CERTIFIED PER AMERICAN WATER WORKS ASSOCIATION C509

MIN MIN

NOTE: WHEN 18" VERTICAL SEPARATION CANNOT BE

MAINTAINED, JOINTS SHALL BE LOCATED SUCH THAT THEY

ARE EQUAL DISTANCE BEFORE AND AFTER CROSSING.

STABILIZED SUBGRADE. 12" MINIMUM

THICKNESS (COMPACT TO A MINIMUM 95%

ASTM D6987).

6" BASE COURSE

GRAVEL SURFACING

NEW GRAVEL SURFACING (TO MATCH

EXISTING W/ MINIMUM THICKNESS OF 6")

FINISHED GRADE

6" TYP.

3 4" AT GRAVEL

RAMP TO DOORS

8' MIN. AT 2%SLAB ON GRADE

FOUNDATION (SEE

STRUCTURAL DETAILS)

VAPOR RETARDER AND

CAPILLARY BARRIER

FINISHED FLOOR ELEVATION

MATERIAL VARIES

SMOOTH TRANSITION

TO SEED AREAS AND

OTHER FINISHED

SURFACES

EXTERIOR BUILDING

ENVELOPE

MINIMUM COVER FOR ALL UTILITIES

SHALL BE 30 INCHES UNLESS

OTHERWISE SPECIFIED.

SEWER

LINE

6" TYP.

AROUND PIPE

18" MIN VERTICAL SEPARATION WHERE

WATER AND SEWER LINES INTERSECT.

3'- 4"

4"

2'-4" SQ.

2"

GROUND

SURFACE

60" TYPICAL

ALL WORK THIS SHEET IS PART OF THE BASE BID

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KIMBERLY, ID

CIVIL/SITE DETAILS

C201

BUILDING GRADING DETAIL1

SCALE: NONEC201 WATER AND SEWER DETAIL2

SCALE: NONEC201

BOLLARD DETAIL3

SCALE: NONEC201

TRENCH DETAIL5

SCALE: NONEC201

WATER ISOLATION VALVE DETAIL4

SCALE: NONEC201

TYPICAL PAVEMENT SECTION DETAIL6

SCALE: NONEC201

MOUND CONCRETE

WRAP IN 4" WIDE REFLECTIVE TAPE, ASTM D4956 -

TYPE VII (WHITE)

8" SCH. 40 STEEL BOLLARD

CONCRETE FILLED. PAINT AN

APPROVED WHITE.

PAVE TO MATCH EXISTING. (IF REQ'D) PROVIDE

1/2" FULL DEPTH EXPANSION MATERIAL AT

PAVED SURFACES.

TWO 16" #4 BARS THREADED THROUGH A ≈3/4"

HOLE AND TACK WELDED. ONE EACH WAY.

CONCRETE

12"

11 2 3 4

A

B

C

1. THE BUILDING SHALL BE A PRE-ENGINEERED BUILDING AS SPECIFIED IN SPECIFICATION SECTION 13 34 19, "METAL BUILDING SYSTEMS". THE BUILDING SHALL BE A MANUFACTURER'S STANDARD PREFABRICATED METAL STRUCTURE OF THE INSIDE AREA SHOWN. OVERALL DIMENSIONS AND CONSTRUCTION DETAILS MAY VARY TO

SUIT MANUFACTURER'S STANDARD DESIGN.

2. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AND AISI (AMERICAN IRON AND STEEL INSTITUTE) LATEST SPECIFICATIONS. THE

DIMENSIONAL TOLERANCES OUTLINED IN THE AWS (AMERICAN WELDING SOCIETY) CODE UNDER

WORKMANSHIP AND THE TOLERANCES APPLICABLE TO ROLL FORM STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE STEEL BUILDING FRAMES.

3. DETAILS SHOWN ON THESE CONSTRUCTION DRAWINGS ARE THE ENGINEER OF RECORD'S ESTIMATE OF REQUIREMENTS BASED ON ANTICIPATED METAL SYSTEMS AND CONFIGURATION. THE FINAL SYSTEMS SHALL BE PROVIDED IN A DELEGATED DESIGN PROVIDED BY A LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR/MANUFACTURER. PROVIDE A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES, GIRTS, AND PURLINS, MODIFIED FOUNDATION REQUIREMENTS, LAYOUT OF ANCHOR BOLTS AND OTHER EMBEDDED ITEMS SHALL BE SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE DETAILS OF ALL MAIN MEMBERS, TYPICAL CONNECTIONS (SHOWING BOLT HOLES

AND WELDS), AND ERECTION DRAWINGS.

4. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL FLOORS, DOORS, EQUIPMENT AND ALL OTHER DEVICES.

ADDITIONAL STRUCTURAL STEEL, GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR

ATTACHMENT OF ALL EQUIPMENT AND DEVICES.

5. CROSS BRACING WILL NOT BE ALLOWED IN THE WALLS OR AT LEAN-TO COLUMNS. USE PORTAL FRAMES FOR

LATERAL LOAD TRANSFER IN VERTICAL STRUCTURAL MEMBERS.

6. THE FOUNDATIONS SHOWN ARE ESTIMATES FOR THE BUILDING TYPE SHOWN ON THE DRAWINGS AND ARE TO BE USED AS A GUIDE FOR THE BUILDING SUPPLIED. THESE FOUNDATIONS ARE SIZED FOR THE VALUES SHOWN IN THE "FOUNDATION REACTION DIAGRAM". THE CONTRACTOR'S ENGINEER SHALL DESIGN THE FOUNDATIONS

FOR THE SPECIFIC LOADS FOR THE BUILDING SUPPLIED.

7. THE CONTRACTOR SHALL USE IN HIS DESIGN THE BASIC CRITERIA SHOWN BY THIS DRAWING, SUCH AS SLAB

THICKNESS, CONTROL JOINTS, DESIGN LOADS AND MINIMUM DEPTH OF FOOTING.

8. FOOTINGS SHALL BE SIZED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1300 PSF. THE ALLOWABLE SOIL PRESSURE IS BASED UPON A GEOTECHNICAL REPORT PREPARED BY HLE, INC.(BLACKFOOT, ID) DATED JULY 2, 2019.

9. DESIGN THE BUILDING SYSTEM FOR THE LIVE LOADS OR SNOW LOADS (WHICHEVER IS GREATER) INDICATED AND A COLLATERAL LOAD OF 5 PSF IN ADDITION TO THE BUILDING DEAD LOADS, WIND LOADS AND SEISMIC LOADS. PARAMETERS FOR THE DEVELOPMENT OF THE SNOW, WIND AND SEISMIC LOADS ARE LISTED IN THE DESIGN LOAD SUMMARY ON THIS SHEET. ROOF PURLINS SHALL BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LIVE LOAD OF 300 POUNDS LOCATED ANYWHERE ALONG THE LENGTH OF THE PURLIN.

10. ALL CONCRETE SHALL CONFORM TO ACI (AMERICAN CONCRETE INSTITUTE) 301 AND SHALL DEVELOP A

MINIMUM COMPRESSIVE STRENGTH (F'C) OF 3500 PSI @ 28 DAYS.

11. CONCRETE COVER ON REINFORCEMENT SHALL BE AS FOLLOWS:

CONCRETE CAST AGAINST EARTH 3 INCHES

CONCRETE EXPOSED TO EARTH OR WEATHER 2 INCHES CONCRETE SLABS

2 INCHES

12. REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 FOR BARS OR ASTM A 185 FOR WELDED WIRE FABRIC.

REINFORCING STEEL SHALL BE LAPPED AS SPECIFIED IN ACI 318-02.

13. GROUT SHALL BE NON-SHRINK WITH COMPRESSIVE STRENGTH (F'C) OF 4500 PSI @ 28 DAYS.

14. PROVIDE VAPOR BARRIER (ASTM E1745) OVER A 6 INCH CAPILLARY (WASHED STONE (NO. 57)) BARRIER UNDER

SLABS.

15. PROVIDE A BY-PASS OR OUTSET MOUNTED GIRT SYSTEM TO FACILITATE ARCHITECTURAL FEATURES.

PRE-ENGINEERED METAL BUILDING AND STRUCTURAL NOTES:

HORIZONTAL MIDDLEHM

VALUES WITH (-) SIGN ACT IN OPPOSITE (2)

FOUNDATION REACTION DIAGRAM (MAX. VALUES)

DIRECTION OF ARROWS IN DIAGRAMS

VERTICAL MIDDLE

VERTICAL LEFT

VERTICAL

NOT TO SCALE

V

VL

VM

MAXIMUM ESTIMATED REACTIONS

ALL VALUES ARE IN KIPS (1000 LBS).

-3

VL+

(1) ±1

HL

HL+

HORIZONTAL

HORIZONTAL LEFT

ABBREVIATIONS

7.6

VL

-10.3

HR

±7.6

VR

13.7

H

HL

VR+

HR+

(3) NO MOMENTS SHALL BE TRANSFERRED FROM THE

METAL BUILDING SYSTEM TO THE FOUNDATION

FOR SOIL BORING INFORMATION SEE GEOTECHNICAL ENGINEERING REPORT 'PROPOSED FARM

SHOP BUILDING' PREPARED BY HLE, INC. DATED JULY 2, 2019 INCLUDED WITH SOLICITATION REFERENCE DOCUMENTS. SEE CIVIL SHEET FOR BORING LOCATIONS AND SOIL BORING PROFILES.

ASCE-7 (16)

MINIMUM DESIGN LOAD SUMMARY

RISK CATEGORY 'II'

WIND

WIND SPEED103 VMPH

10-YEAR MRI 72 VMPH

25-YEAR MRI78 VMPH

50-YEAR MRI83 VMPH

100-YEAR MRI88 VMPH

SEISMIC

SOIL CLASS 'D'

SS 0.21

S1 0.081

FA 1.6

FV 2.4

SMS 0.336

SM1 0.195

SDS 0.224

SD1 0.13

TL 6

PGA 0.084

PGAM 0.127

FPGA 1.6

LE 1

CV 0.7

SEISMIC DESIGN CATEGORYB

ICE

THICKNESS 0.25 IN.

CONCURRENT TEMPERATURE 15 F

GUST SPEED40 MPH

SNOW

GROUND SNOW LOAD, PG14 LB/FT2

GROUND SNOW LOAD, PG14 LB/FT2 (3924.0 FT)

ELEVATION 3917.2 FT

RAIN

ANNUAL = APPROX 12 INCHES

5 MIN, 25 YR = 6 INCHES/HR

FLOOD

FLOOD ZONEX (UNSHADED)

STATIC BFE REFER TO MAP 16083C1425C (9/26/2008).

24'

OHD

20'

3'

SLAB ON GRADE

20'-10"

24'

OHD

ANY STRUCTURAL FILL SHALL BE IN ACCORDANCE WITH THE STRUCTURAL FILL PORTION OF THE

GEOTECHNICAL REPORT AND BE COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY ASTM D-1557.

PLACEMENT OF ANY FILL MATERIAL BENEATH THE FOOTING ELEVATION, IF NECESSARY, SHOULD BE ACCOMPLISHED WITH A GW OR GP CLASS SANDY GRAVEL MATERIAL, PLACED IN LIFTS NOT EXCEEDING 8 INCHES AND COMPACTED TO A MINIMUM OF 95% OF OPTIMUM DRY DENSITY AS DETERMINED BY ASTM

D-1557 "MODIFIED PROCTOR."

A QUALIFIED INSPECTOR APPROVED BY THE CONTRACTING OFFICER SHOULD VERIFY THE COMPACTION.

PROVIDE THE CONTRACTING OFFICER WITH THE INSPECTOR'S CREDENTIALS A MINIMUM 7 DAYS PRIOR

TO BEGINNING WORK.

ALL EARTHWORK SHALL BE PERFORMED TO THE MORE STRINGENT REQUIREMENTS OF THE CONTRACT

DOCUMENTS OR THE GEOTECHNICAL REPORT.

SUBSURFACE SOIL

Soil Classification TEST HOLES ENCOUNTERED Depths Encountered Net Allowable Bearing

Capacity(FS=3)

Asphalt/Crushed Gravel TH # 1,2 0.0 - 0.5 feet -

Silt (ML) TH # 1,2 0.5 - 7.5 feet 1,300 lbs/ft²

Caliche Hardpan TH # 1,2 7.5 - 11.0 feet 3,000 lbs/ft²

Basalt TH # 1,2 11.0 - 12.0 feet (refusal) 6,000 lbs/ft²

VM+

HM+

HORIZONTAL RIGHTHR

VERTICAL RIGHTVR

-13.3±8.6

HM

19.3

VM

LEAN-TO

A.B.I.

MAIN

BUILDING

ENCLOSURE

CONTROL

(CONTRACTION) JOINT

TYP.

FOUNDATION MARK,

F3

F3 F3 F3

FINISHED FLOOR

≈ 3913.8'

3/4" 3/4"

BOLLARD, TYP. ( SEE CIVIL)

OVERHEAD

DOOR

RECESS

OVERHEAD DOOR RECESS

LEAN-TO

INTERIOR GRADE BEAM,

SEE 2/S101

GRADE BEAM, SEE

2/S101

TIE BEAM, (SEE

5/S101)

BOLLARD, TYP. (SEE

CIVIL AND 3/C201)

SLOPE FLOOR WITH 1"

FALL TO FLOOR DRAIN

F2 F1 F1 F2

F2 F1 F1 F2

MAIN FAN SUPPORT PROVIDE INSET (2) 8ZS2.25X85

PURLINS FULLY SPANNING BETWEEN CENTER BAY OF

BUILDING FRAME.

PROVIDE INSET (2) 6ZS2.25X65 FOR FAN SUPPORT

BETWEEN 8ZS2.25X85 PURLINS

GUY PER

MANUFACTURER'S

WRITTEN

REQUIREMENTS

(NOT IN CONTRACT)

HIGH SPEED LOW

VOLUME FAN (130#, MAX)

(NOT IN CONTRACT)

BASE BID BASE BID

SEE DETAIL 3/S101

EXTERIOR GRADE BEAM, TYP.

(SEE 1/S101)

SEE DETAIL 3/S101

BID OPTION

BID OPTION

SUPPLEMENTAL ROOF FRAMING - (2)

8ZS2.25X85 ZEE (MAIN) AND (2)

6ZS2.25X65 ZEES (INSET OR FLUSH TO

FRAMING) SEE 2/S001.

4' 4'

U

D A

S

KIMBERLY, ID

STRUCTURAL NOTES

S001

08' 8'

1'-0"

4'

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

06' 6'3'

SCALE: 3/16" =

APPROXIMATED STRUCTURAL SECTION2

SCALE: 1/8" = 1'-0"S001

GENERAL LAYOUT1

SCALE: 1/8" = 1'-0"S001

GEOTECHNICAL ENGINEERING (SOIL BORING) REPORT:

3"

CLR.

#4 @ 16" OC EW

VAPOR RETARDER

6" CAPILLARY BARRIER

8"

GRADED/STABILE/COMPACTED SUBGRADE

3500 PSI CONCRETE

1. CAPILLARY BARRIER SHALL BE A COARSE AGGREGATE WITH #57 GRADATION OR APPROVED EQUAL.

2. VAPOR RETARDERS SHALL MEET THE REQUIREMENTS OF ASTM E1745. ALL LAPS SHALL BE SEALED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS AND ACI 360.

3. CONCRETE SHALL OBTAIN A MINIMUM 3500 PSI STRENGTH AT 28 DAYS. CONCRETE SLUMP SHALL NOT EXCEED 5" WITHOUT THE

WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

4. AREAS OF THE SITE WITHIN THE BUILDING AREA SHOULD BE EXCAVATED TO SUFFICIENT DEPTHS TO REMOVE EXISTING

ASPHALT AND ORGANIC MATERIAL. THE EXPOSED SUBGRADE MATERIAL SHOULD BE RE-COMPACTED TO A MINIMUM OF 92% OF THE MAXIMUM DENSITY AS OF ASTM D-1557. A CLEAN, FREE DRAINING GRANULAR MATERIAL SHOULD BE INSTALLED BELOW ALL SLABS ON GRADE. THIS MATERIAL SHOULD BE A MINIMUM OF SIX (6) INCHES AND COMPACTED TO A MINIMUM 95% OF THE

MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557.

JOINT SEALANT

1/8" 'T'

1 1/2"

1/3 'T'

1/6 'T'

L x W

SEE SCHEDULE

3'-0"

8"

COLUMN

1/2" EXPANSION

JOINT

FIN. FLR. ≈

X'X" (ARCH)

3913.8' (CIVIL)

BASE PLATES, ANCHOR RODS, AND COLUMNS SHALL BE

PROVIDED AS REQUIRED PER THE BUILDING

MANUFACTURER'S DRAWINGS. THESE DRAWINGS

SHALL BE STAMPED AND SIGNED BY THE

MANUFACTURERS' PROFESSIONAL ENGINEER AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO

BEGINNING CONSTRUCTION ON THE FOUNDATION.

(2) #4 HAIRPIN INTO SLAB

- 3" BELOW BASE PLATE

2"

1'-8"

1'-8"

1'-8

JOINT SEALANT

1/8" 'T'

1 1/2"

1/3 'T'

1/4 'T'

FOOTING SCHEDULE

MARK LENGTH

F1 6'-0"

WIDTH THICKNESS

2'-0"

REINFORCEMENT

(7) #6, E.W.6'-0"

NOTE: UNLESS OTHERWISE NOTED, THE TOPS OF ALL FOOTINGS

TO BE 3'-0" BELOW FINISHED FLOOR ELEVATION.

F2 4'-0" 1'-6" (5) #6, E.W.4'-0"

PANEL NOTCH

2" LAP

FOR CLARITY, CAPILLARY BARRIER AND SLAB DETAILS ARE NOT SHOWN.

** COORDINATE FINAL DIMENSIONS WITH METAL BUILDING MANUFACTURER.

COLUMN

LINE

L x W

SEE SCHEDULE

THICKNESS

SEE SCHEDULE

3'-0"

2" NON SHRINK GROUT

F3 4'-0" 1'-6" (5) #6, E.W.4'-0"

SLAB ON GRADE NOTES:

THICKNESS

SEE SCHEDULE

U

D A

S

KIMBERLY, ID

STRUCTURAL DETAILS

S100

SCALE: 1" = 1'-0"

0 1' 2' 2'-6"1' 6" 6"

FOOTING DETAILS3

SCALE: 1" = 1'-0"S100

SLAB ON GRADE1

SCALE: NONES100

SLAB JOINT DETAILS2

SCALE: NONES100

COLUMN

LINE

COLUMN

LINE

COLUMN

LINE

COLUMN

LINE

COLUMN

LINE

CONTROL JOINT DETAIL

CONSTRUCTION JOINT DETAIL

SECTION

F1-FOOTING

SECTION

F2-FOOTING

PLAN

F1-FOOTING

PLAN

F2-FOOTING

(3) #4 HAIRPIN INTO SLAB/GRADE BEAM

(2) 3" BELOW BASE PLATE (1) 6"

ABOVE BOTTOM OF ANCHOR BOLTS

FOOTING, SEE SCHEDULE

EDGE OF SLAB

EDGE OF SLAB

FOOTING, SEE

SCHEDULE

(2) #4 HAIRPIN INTO

GRADE BEAM - 3"

BELOW BASE PLATE

COLUMN

1/2" EXPANSION

JOINT

ANCHOR RODS **

BASE PLATE

1/2" EXP. JOINT MATERIAL

(6) #3 TIES

(8) #5 VERTICAL

COLUMN

EDGE OF SLAB

2% MIN

FOR 10 '

REINFORCING, SEE

SCHEDULE

COLUMN

EDGE OF SLAB

ANCHOR RODS **

BASE PLATE

2" NON SHRINK GROUT

1/2" EXP. JOINT MATERIAL

(6) #3 TIES

(8) #5 VERTICAL

REINFORCING, SEE

SCHEDULE

FINISHED FLOOR ≈

3915.8' (CIVIL)

(1) - SAW JOINTS AS SOON AS CONCRETE SETS AND

PRIOR TO FORMATION OF RANDOM CRACKING

EVERY THIRD BAR SHALL RUN

CONTINUOUS THROUGH THE

JOINT

FORMED KEY JOINT 1

(APPROX 1 X3) 2

EVERY THIRD BAR SHALL RUN

CONTINUOUS THROUGH THE

JOINT

(1)

1'-8"

1'-8"

(3) #5, BOTTOM

(2) #5

(3) #5, TOP

#3, 12" O.C.

(3) #5, BOTTOM

(3) #5, TOP

#3, 12" O.C.

1'-8"

1'-8"

3"

2'-0"

CONTROL (CONTRACTION)

JOINT, TYP

2'-2"

#3 @ 16" O.C.

(2)#5 CONT.

1'-0"

6" 3 4"

0"

2" **

L x W

SEE SCHEDULE

TH

IC

KN

ES

S

SE

E

SC

HE

DU

LE

(6) #3 TIES

(8) #5 VERTICAL

1'-8"

SQ

FOOTING (BEHIND)

REINFORCING,

SEE SCHEDULE

12" EXPANSION MATERIAL

GRAVEL PAVEMENT APRON

(SEE CIVIL)

* OVERHEAD DOOR SEAT (CONFIRM DISTANCE WITH

DOOR MANUFACTURER)

18"

12"

(3) #7 TOP AND BOTTOM

#3 TIES AT 7" OC

COLUMN/PIER - SEE SCHEDULE FOR SIZE AND

REINFORCEMENT

FOOTING - SEE SCHEDULE FOR

SIZE AND REINFORCEMENT

TIE BEAM

U

D A

S

KIMBERLY, ID

STRUCTURAL DETAILS

S101

SCALE: 1" = 1'-0"

0 1' 2' 2'-6"1' 6" 6"

EXTERIOR GRADE BEAM1

SCALE: 1" = 1'-0"S101

COLUMN

LINE

COLUMN

LINE COLUMN

LINE

COLUMN

LINE

INTERIOR GRADE BEAM2

SCALE: 1" = 1'-0"S101

GRADE BEAM @ RAMP3

SCALE: 1" = 1'-0"S101

F3 - FOOTING4

SCALE: 1" = 1'-0"S101

TIE BEAM5

SCALE: 1" = 1'-0"S101

FF=3913.8' ± FF=3913.8' ±

FF=3913.8' ±

FF=3913.8' ±2% GRADE (MIN)

FARM STORAGE

A301

PROVIDE BIRD SCREEN

ON UNDERSIDE OF

LEAN TO (BID OPTION)

A201

40'

20'

37'-4" 20'-10"

1'-10"

EQ

UA

L S

PA

CI

NG

EQ

UA

L S

PA

CI

NG

BASE BID BID OPTION

BASE BID BID OPTION

PROVIDE EYE WASH STATION (SEE PLUMBING)

PERSONNEL DOOR (BID OPTION)

A201

A201

A301

U

D A

S

KIMBERLY, ID

FLOOR PLAN

A101

GRAPHIC SCALE

04' 4'

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

2'

SCALE:

FLOOR PLAN

1/4" = 1'-0"

A101

GENERAL NOTES

A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS PRIOR TO PERFORMING ANY

WORK OR FABRICATION OR PURCHASE OF EQUIPMENT,

MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION

FOR RESOLUTION BEFORE PROCEEDING WITH ANY

CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE

REINSTALLED IN THE WORK OR CAPPED AND TERMINATED

IN ACCORDANCE WITH CODES.

C. ALL EXPOSED STRUCTURAL STEEL MUST BE PAINTED, SEE

SPEC SECTION 09 90 00. COLOR TO BE DETERMINED BY

OWNER/USER.

36'H BY 36"W EXHAUST FAN

(SEE DETAIL 1/A501 AND

MECHANICAL DRAWINGS)

PROVIDE BIRD CONTROL SYSTEM @

UNDERSIDE OF LEAN TO, ATTACH TO BOTTOM

OF EXPOSED STEEL STRUCTURE (BID

OPTION) **

METAL OUTSIDE CORNER TRIM

'-8

' E

AV

E

HE

IG

HT

24'

3'

3'

24' BY 16' INSULATED, HEAVY

DUTY OVERHEAD SECTIONAL

STEEL DOOR; BASIS OF DESIGN

IS CLOPAY COMMERCIAL -

MODEL 3724

METAL WALL PANEL

PERSONNEL DOOR AS SCHEDULED

(SEE 2/A501)

20'

BID OPTION BASE BID

GUTTER AND DOWNSPOUT TO

MATCH OPPOSITE SIDE IF BID

OPTION IS NOT EXECUTED

4" BY 5" METAL DOWNSPOUT

(TYP.)

CONCRETE SPLASH BLOCK

TYPICAL AT EACH DOWNSPOUT

' E

AV

E

HE

IG

HT

STANDING SEAM METAL ROOF

METAL OUTSIDE CORNER TRIM

METAL WALL PANEL

METAL GUTTER (TYP.)

' E

AV

E

HE

IG

HT

'-8

3'

4'

24'

METAL WALL PANEL

48'H BY 36"W LOUVERS (SEE DETAIL

1/A501 AND MECHANICAL DRAWINGS)

24' BY 16' INSULATED, HEAVY

DUTY OVERHEAD SECTIONAL

STEEL DOOR; BASIS OF DESIGN

IS CLOPAY COMMERCIAL -

MODEL 3724

METAL OUTSIDE CORNER TRIM

PROVIDE BIRD CONTROL SYSTEM @

UNDERSIDE OF LEAN TO, ATTACH TO

BOTTOM OF EXPOSED STEEL

STRUCTURE (BID OPTION) **

PERSONNEL DOOR AS SCHEDULED

(SEE 2/A501) ** PROVIDE BIRD CONTROL SYSTEM TO UNDERSIDE OF EXPOSED

STRUCTURE TO ENSURE A CLOSED AND SEALED SYSTEM FOR A

BIRD FREE AREA. PROVIDE A BIRD CONTROL NETTING SYSTEM AND

ALL ACCESSORIES AND MOUNTING EQUIPMENT FOR A COMPLETE

SYSTEM. PROVIDE BIRD SPIKES AT LEDGES OF EXPOSED STEEL

STRUCTURE. BASIS OF DESIGN IS "BIRD-B-GONE INC.". SEE SPEC

SECTION 13 34 19.

20'

BID OPTIONBASE BID

GUTTER AND DOWNSPOUT TO

MATCH OPPOSITE SIDE IF BID

OPTION IS NOT EXECUTED

U

D A

S

KIMBERLY, ID

ELEVATIONS

A201

GRAPHIC SCALE

04' 4'

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

2'

SCALE:

NORTH ELEVATION

1/4" = 1'-0"

A201 SCALE:

SOUTH ELEVATION

1/4" = 1'-0"

A201

SCALE:

WEST ELEVATION

1/4" = 1'-0"

A201

INTERIOR

METAL

LINER PANEL

STRAIGHT

SIDEWALL

COLUMNS

8" WALL GIRTS

VINYL FACED R-19

METAL BUILDING

INSULATION

METAL WALL PANEL

VINYL FACED METAL

BUILDING INSULATION

STANDING SEAM METAL ROOF OVER R-25

OPEN FACE BATT INSULATION OVER VINYL

FACED R-9 LINER INSULATION

METAL RIDGE CAP FLASHING

8" CONCRETE SLAB (SEE

STRUCTURAL)

METAL GUTTER (TYP.)

PROVIDE BIRD CONTROL SYSTEM @

UNDERSIDE OF LEAN TO, ATTACH TO

BOTTOM OF EXPOSED STEEL

STRUCTURE (BID OPTION) (**SEE

NOTE ON A201)

' E

AV

E

HE

IG

HT

8" EAVE STRUT

8" ROOF PURLINS TYP.

8" EAVE STRUT

24' BY 16' INSULATED, HEAVY

DUTY OVERHEAD SECTIONAL

STEEL DOOR

METAL GUTTER

WITH SUPPORT

STRAP (BID OPTION)

A501

8" CONCRETE SLAB (SEE

STRUCTURAL)

INTERIOR METAL

LINER PANEL

STRAIGHT

SIDEWALL

COLUMNS

8" WALL GIRTS

VINYL FACED R-19 METAL

BUILDING INSULATION

METAL WALL PANEL

RAKE TRIM FASTENED

WITH STITCH SCREW

SPACED EVERY 12"

WITH CONTINUOUS

TAPE SEAL (TYP.)

COLUMNS BEYOND (SEE

STRUCTURAL)

STANDING SEAM METAL ROOF

VINYL FACED METAL

BUILDING INSULATION

20'

BID OPTION

BID OPTIONBASE BID

GUTTER AND DOWNSPOUT TO

MATCH OPPOSITE SIDE IF BID

OPTION IS NOT EXECUTED

EYE WASH,

SEE PLUMBING

PERSONNEL DOOR

AND FRAME (BID

OPTION)

A501

A501

U

D A

S

KIMBERLY, ID

BUILDING SECTIONS

A301

GRAPHIC SCALE

04' 4'

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

2'

SCALE:

SECTION

1/4" = 1'-0"

A301

SCALE:

SECTION

1/4" = 1'-0"

A301

GENERAL NOTES

A. ALL EXPOSED STRUCTURAL STEEL MUST BE PAINTED, SEE

SPEC SECTION 09 90 00. COLOR TO BE DETERMINED BY

OWNER/USER.

VINYL FACED

INSULATION

8" "C" CHANNEL

METAL WALL PANEL

METAL TRIM

SEALANT W/BACKER ROD

LOUVER (SEE MECHANICAL)

1-1/2"x 1-1/2"x 1/8" ANGLE CONT.

1-1/2"x 1-1/2"x 1/8" ANGLE CONT.

LOUVER (SEE MECHANICAL)

METAL "J" TRIM

8" "C" CHANNEL

VINYL FACED

INSULATION

METAL WALL PANEL

3-1/2" VINYL FACED

INSULATION

8" "C" CHANNEL

METAL WALL PANEL

METAL SILL TRIM

SEALANT W/BACKER ROD

LOUVER (SEE MECHANICAL)

1-1/2"x 1-1/2"x 1/8" ANGLE CONT.

HEAD

SILL

JAMB

1"

5 1/4"

1 1 /2"

7"

PROVIDE METAL WALL PANEL

WITH VINYL FACED INSULATION

8" WALL GIRTMETAL FRAME 2"

SEALANT

DOOR AS SCHEDULED

JAMB ANCHOR

3-5/8" x 24GA. METAL

SILL

DOOR AS SCHEDULED

METAL WALL PANEL

1/2" EXPANSION

MATERIAL

EXISTING

FOUNDATION

THRESHOLD SET IN BED OF

SEALANT W/MIN. (3) 1/4" DIA.

ANCHORS

DOOR SWEEP

RAIN DRIP

HEAD/JAMB

RAKE TRIM

STITCH SCREW AT 12" O.C. (TYP.) CONTINUOUS TAPE SEAL

STANDING SEAM

ROOFING PANEL

STITCH SCREW AT

12" O.C. (TYP.)

CLOSURE

WALL PANEL

METAL RIDGE CAP FLASHING

STANDING SEAM

ROOFING PANEL

8" ROOF

PURLINS TYP.

PANEL CLOSURE

RIDGE ℄

LOCKRIVET AT 12" O.C.

BOTH SIDES

6"x6" METAL

GUTTER (TYP.)

8" EAVE STRUT

METAL WALL PANEL

STANDING SEAM

ROOFING PANEL

U

D A

S

KIMBERLY, ID

DETAILS

A501

GRAPHIC SCALE

SCALE:

LOUVER HEAD/JAMB/SILL DETAILS

3" = 1'-0"

A501

SCALE:

EXTERIOR DOOR HEAD/JAMB/SILL DETAILS

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

A501 SCALE:

RAKE TRIM DETAIL

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

A501

SCALE:

ROOF RIDGE DETAIL

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

A501 SCALE:

GUTTER DETAIL

3" = 1'-0"

A501

08" 8"

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

4"

04" 4"

1'-0'SCALE: 3" =

2"

7' 2"

3'2" 2"

2"

24'2" 2"

TINTED

INSULATED

GLASS (TYP.)

U

D A

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KIMBERLY, ID

SCHEDULES

A601

DOOR SCHEDULE

NUMBER

GALV.

SET

HARDWAREDOOR

THICKNESSMATERIALMARK

PAINT

FINISH

NOTESFRAME

TYPE

GALV.

FINISH

HW-1A

METAL PAINT

05 1 3/4" PAINT PAINT

B METAL

METAL METAL

METAL

METAL

PAINTMETAL

METAL

METAL

- PAINT

1 3/4" PAINT

NOTES:

1. INSULATED DOOR.

2. LOCKS TO BE SCHLAGE TO MATCH EXISTING CAMPUS SYSTEM. KEY/PIN TO MATCH

MASTER KEY. SEE HW-1 IN SPEC SECTION 08 71 00.

3. BID OPTION.

4. PROVIDE MANUFACTURER'S HARDWARE INCLUDING LOCKING HARDWARE.

A B

METAL 1 3/4" PAINT

HW-1

HW-1

A

FINISH SCHEDULE

ROOM

NO ROOM NAME FLOOR BASE

WALLS

CEILING

NOTESEAST WEST NORTH SOUTH

MAT'L MAT'L MAT'L MAT'L MAT'L HEIGHT

101 FARM STORAGE SC - -

DOOR TYPES

LEGEND:

SC STAINED CONCRETE

MLP METAL LINER PANEL

VFI VINYL FACED INSULATION

NOTES:

1. PAINT EXPOSED STRUCTURE.

1, 4 1, 4

1, 2 1, 2, 3

1, 2

A

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KIMBERLY, ID

M001

ABBREVIATIONS AND GENERAL NOTES

MECHANICAL LEGEND GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS MUST BE BROUGHT TO THE CONTRACTING OFFICERS ATTENTION FOR RESOLUTION BEFORE PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

2. PROVIDE SAFETY BARRIERS AND FOLLOW ALL SAFETY REQUIREMENTS OF THE OWNER. TAKE PRECAUTIONS

TO ENSURE THE SAFETY OF ALL PERSONNEL.

3. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS (DO NOT SCALE FOR LOCATIONS). THE CONTRACTOR MUST PROVIDE A COMPLETE AND FUNCTIONAL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM (HVAC) AS INDICATED WITH ALL NECESSARY

EQUIPMENT, APPURTENANCES AND CONTROLS AS INDICATED.

4. CONTRACTOR MUST EMPLOY WORKMEN WHO ARE TRAINED AND EXPERIENCED IN NECESSARY SKILLS TO

PERFORM THE WORK.

5. PROVIDE AND INSTALL THERMOSTATS OR TEMPERATURE SENSORS WHERE SHOWN ON THE DRAWINGS.

MOUNT DEVICE AT 4'-0" ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED.

6. ALL PENETRATIONS OF THE BUILDING ENVELOPE MUST BE FULLY SEALED WATER TIGHT.

7. UNLESS NOTED OTHERWISE, THE WORD “FURNISH” MEANS ITEM(S) THAT ARE TO BE PROCURED OR

FABRICATED AND INSTALLED BY THE CONTRACTOR.

ABBREVIATIONS

TEMPERATURE SENSORT REFER TO KEYED NOTESOR THERMOSTAT

AFF ABOVE FINISHED FLOOR LB POUND

AI ANALOG INPUT LEF LAB EXHAUST FAN

AO ANALOG OUTPUT MAU MAKEUP AIR UNIT

APPROX APPROXIMATE MAX MAXIMUM

ARCH ARCHITECTURAL MECH MECHANICAL

BI BINARY INPUT MFR MANUFACTURER

BO BINARY OUTPUT MIN MINIMUM OR MINUTE

CD CEILING DIFFUSER NC NORMALLY CLOSED

CFM CUBIC FEET PER MINUTE NO NORMALLY OPENED

CL CENTER LINE NPT NATIONAL PIPE THREAD

CLG CEILING Ø DIAMETER, PHASE

CONC CONCRETE O/A OUTSIDE AIR

DET DETAIL OD OUTSIDE DIMENSION

DIA DIAMETER ODU OUTDOOR UNIT

DIM DIMENSION PH PHASE

DWG DRAWING PSI POUNDS PER SQUARE INCH

E/A EXHAUST AIR R/A RETURN AIR

EA EACH RAD RADIUS

EAG EXHAUST AIR GRILLE RAR RETURN AIR REGISTER

EAT ENTERING AIR TEMPERATURE RED REDUCER

ECC ECCENTRIC REINF REINFORCING

EDH ELECTRIC DUCT HEATER REQ'D REQUIRED

EF EXHAUST FAN RPM REVOLUTIONS PER MINUTE

EFF EFFICIENCY RTU ROOF TOP UNIT

ELEC ELECTRICAL S/A SUPPLY AIR

ELEV ELEVATION SAG SUPPLY AIR GRILLE

F FAHRENHEIT SD SMOKE DETECTOR

FIN FINISHED SEN SENSIBLE

FLR FLOOR SF SQUARE FEET

FPM FEET PER MINUTE SQ SQUARE

FT FOOT SS STAINLESS STEEL

GA GAUGE TA TRANSFER AIR

GALV GALVANIZED TEMP TEMPERATURE

GEN GENERAL TH THERMOMETER

HR HOUR TYP TYPICAL

ID INSIDE DIMENSION UH UNIT HEATER

IDU INDOOR UNIT UNO UNLESS NOTED OTHERWISE

IN INCHES V VOLTS

KW KILOWATT W/ WITH

LAT LEAVING AIR TEMPERATURE WT WEIGHT

X

U

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KIMBERLY, ID

GRAPHIC SCALE

04' 4'

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

2'

SCALE:

HVAC FLOOR PLAN

1/4" = 1'-0"

M101

GENERAL NOTES

A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS PRIOR TO PERFORMING ANY

WORK OR FABRICATION OR PURCHASE OF EQUIPMENT,

MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION

FOR RESOLUTION BEFORE PROCEEDING WITH ANY

CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

GUH-1

M101

HVAC FLOOR PLAN

EF-1

L-1 L-2

1. PROVIDE NEW LOW PRESSURE OUTPUT GAS REGULATOR

WITH SHUTOFF VALVE. SIZED FOR 560 CFH @ 1 PSI INPUT.

REFER TO SITE UTILITIES PLAN

2. MOUNT UNIT HEATERS PER MANUFACTURER'S WRITTEN

DOCUMENTATION ANGLE TOWARDS CENTER OF BUILDING

AS SHOWN. MAINTAIN RECOMMENDED CLEARANCES.

PROVIDE CONCENTRIC VENT KIT.

3. MOUNT EXHAUST FAN @ 16'-0" AFF. COORDINATE WITH

ARCHITECTURAL PLANS.

4. MOUNT INTAKE LOUVER @ 16'-0" AFF. COORDINATE WITH

ARCHITECTURAL PLANS.

KEYED NOTESX

EF-2

GUH-2

GUH-3

GUH-4

1"Ø GAS PIPING

1"Ø GAS PIPING

1-1/2"Ø GAS PIPING

2"Ø GAS PIPING

EXISTING GAS PIPING. SEE

CIVIL FOR CONTINUATION.

T T

TT

A

S

KIMBERLY, ID

M501

HVAC SCHEDULES AND DETAILS

NOTES

1. SINGLE SPEED, TOTALLY ENCLOSED FAN MOTOR.

2. DIRECT DRIVE PROPELLER FAN.

3. FACTORY INSTALLED 24V CONTROL TRANSFORMER.

4. SEPARATED COMBUSTION WITH ALUMINIZED HEAT EXCHANGER (82% MINIMUM EFFICIENCY).

5. SINGLE STAGE GAS VALVE.

6. DIRECT SPARK IGNITION.

7. PROVIDE FINGER PROOF FAN GUARD.

8. PROVIDE LOW VOLTAGE, SINGLE STAGE WALL THERMOSTAT WITH HEAT/OFF/FAN SWITCH. MOUNT AT 48" AFF.

9. PROVIDE FIELD INSTALLED VERTICAL CONCENTRIC VENT KIT.

GAS UNIT HEATER SCHEDULE

MARK

BASIS OF DESIGN

FUEL

GAS

INPUT

(MBH)

HEAT

OUTPUT

(MBH)

FAN

CFM

HEAT

THROW

(FT)

ELECTRICAL DATA WEIGHT

(LB) NOTESMANUFACTURER MODEL NO. MOTOR

HP

MOTOR

RPM

MOTOR

AMPS

TOTAL

AMPS VOLTAGE

GUH-1, GUH-2,

GUH-3, GUH-4 MODINE HDS125 NATURAL

GAS 30 24.6 505 25 1/15 1550 2.4 3.8 120/1/60 55 ALL

NOTES

1. PROVIDE WITH GRAVITY BACKDRAFT DAMPER

2. PROVIDE WITH GALVANIZED STEE FAN PANEL

3. PROVIDE WITH CAST ALUMINUM AIRFOIL BLADE PROPELLER

4. PROVIDE WITH BALL BEARING DIRECT DRIVE MOTOR

5. PROVIDE SPEED CONTROLLER MOUNTED IN ACCESIBLE SPACE (SHIPPED LOOSE)

6. PROVIDE GALVANIZED STEEL WALL HOUSING WITH OSHA GUARD AND MOUNTING FLANGE (SHIPPED LOOSE)

7. LOCAL ON OFF SWITCH (INTERLOCK WITH INTAKE LOUVER AND FAN MOTOR).

EXHAUST FAN SCHEDULE

MARK

BASIS OF DESIGN

TYPE

FAN DATA ELECTRICAL DATA

NOTESMANUFACTURER MODEL NO. VOLUME

(CFM)

ESP

(IN. WG) RPM MOTOR

POWER VOLTAGE

EF-1, EF-2 GREENHECK AER-E36C-310-VGWALL PROPELLER 2,500 0.05 416 3/4 120/1 ALL

WALL LOUVER SCHEDULE

MARK

BASIS OF DESIGN WIDTH

(IN.)

HEIGHT

(IN.)

CLEAR

AREA (SF)

DESIGN

CFM

VELOCITY

(FPM)

PRESSURE

DROP

(IN, WG)

SERVICE MATERIAL MOTORIZED

ACTUATOR NOTESMANUFACTURER MODEL NO.

L-1, L-2 GREENHECK EAD-601 36 48 5.4 2500 460 0.03 INTAKE ALUMINUM YES - 120V ALL

NOTES

1. PROVIDE WITH BIRD SCREEN.

2. PROVIDE 120V ACTUATOR INTERLOCKED TO WALL MOUNTED EXHAUST FANS.

NEW GAS PRESSURE

REGULATOR

250# UNION

SHUTOFF VALVE

250# UNION

1 PSIG

11" W.C.

VENT PIPE PER MFGR'S INSTALLATION INSTRUCTIONS AND

ALL APPLICABLE CODES

SCALE:

GAS PRESSURE REGULATOR DETAIL

NOT TO SCALE

M501

COMBUSTION AIR

1" CLEARANCE COMBUSTION

AIR INLET VANES TO ROOF

VENT

PROVIDE SECURING STRAP

TO PREVENT MOVEMENT OF

TERMINATION KIT IN ROOF

CONNECT TO UNIT HEATER

PER MFG INSTRUCTIONS

RAIN SHIELD

ROOF

SCALE:

CONCENTRIC VENT DETAIL

NOT TO SCALE

M501

SCALE:

GAS UNIT HEATER DETAIL - GUH-1,2,3,4

NOT TO SCALE

M501

SUPPORT UNIT HEATER FROM

STRUCTURE WITH FOUR-POINT

SUSPENSION. COMPLY WITH

MFGR'S. RECOMMENDATIONS.

UNIT

HEATER

GAS

MAIN

SHUTOFF

VALVE

DIRTLEG

UNION

MAXITROL "RS" REGULATOR

(OR EQUAL)

ROOF

CONCENTRIC VENT KIT

PROVIDED WITH HEATER

(SEE 2/M501)

ACTUATOR

SPEED CONTROL

(MOUNT IN AN ACCESSIBLE LOCATION)

DIRECT DRIVE MOTOR

W/FINGER SAFE GUARD

OPERABLE EXHAUST LOUVER

(INTERLOCK WITH INTAKE

LOUVER AND FAN MOTOR)

OFF ON

LOCAL ON OFF SWITCH

(INTERLOCK WITH INTAKE

LOUVER AND FAN MOTOR)ELECTRICAL SUPPLY

WALL ANGLE

INTERLOCK WIRING TO INTAKE LOUVER

WALL SLEEVE

ACTUATOR

OPERABLE INTAKE LOUVER

(INTERLOCK WITH EXHAUST

LOUVER AND FAN MOTOR)

WALL ANGLE

INTERLOCK WIRING

FROM EXHAUST FAN

SCALE:

SIDEWALL EXHAUST DETAIL - EF-1,2

NOT TO SCALE

M501

SCALE:

INTAKE LOUVER DETAIL - L-1,2

NOT TO SCALE

M501

A

S

KIMBERLY, ID

PLUMBING LEGEND

DIRECTION OF FLOW

PIPE TURNED DOWN

PIPE TURNED UP

RISE OR DROP

BRANCH BOTTOM CONNECTION

TEE OUTLET UP

TEE OUTLET DOWN

CAP ON END OF PIPE

SANITARY WASTE - ABOVE FLOOR OR GRADE

SANITARY WASTE - BELOW FLOOR OR GRADE

VENT PIPING

POTABLE / DOMESTIC COLD WATER PIPING

POTABLE / DOMESTIC HOT WATER SUPPLY PIPING

PLUMBING ABBREVIATIONS

BRANCH TOP CONNECTION

POTABLE / DOMESTIC HOT WATER RETURN PIPING

° DEGREES

Ø DIAMETER

AC AIR COMPRESSOR

AD AIR DRYER

AFF ABOVE FINISHED FLOOR

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BFP BACKFLOW PREVENTER

BTU BRITISH THERMAL UNIT

CA COMPRESSED AIR

CO CLEANOUT

CW COLD WATER (DOMESTIC)

DWV DRAIN WASTE AND VENT

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

ET EXPANSION TANK

EW EYE WASH

EWC ELECTRIC WATER COOLER

F FARENHEIGHT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FT FOOT

GAS NATURAL GAS

GCO GROUND CLEANOUT

GPM GALLONS PER MINUTE

GWH GAS WATER HEATER

HP HORSEPOWER

HW HOT WATER (DOMESTIC)

HWCP HOT WATER CIRCULATION PUMP

HWR HOT WATER RETURN (DOMESTIC)

IMB ICE MAKER BOX

IPC INTERNATIONAL PLUMBING CODE

kW KILLOWATT

KS KITCHEN SINK

LV LAVATORY

MAX MAXIMUM

MIN MINIMUM

MS MOP SINK

NPT NATIONAL PIPE TAPER

P PLUMBING

PDI PLUMBING AND DRAINAGE INSTITUTE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RPZ REDUCED PRESSURE ZONE

S SANITARY SEWER

SH SHOWER

SS SAFETY SHOWER

SSEW SAFETY SHOWER EYE WASH

TYP TYPICAL

U/G UNDERGROUND

UR URINAL

V VENT PIPING

VTR VENT THROUGH ROOF

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCO WALL CLEANOUT

WH WALL HYDRANT

WHA WATER HAMMER ARRESTOR

NOTE:

UNDERLINED FIXTURE AND EQUIPMENT MARKS (SUCH AS WC) ARE

NOT ABBREVIATIONS. REFER TO THE PLUMBING SCHEDULE SHEETS,

P601 - P699 FOR FIXTURE AND EQUIPMENT DESCRIPTIONS.

GENERAL PLUMBING NOTES

1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS (DO NOT SCALE FOR LOCATIONS). THE CONTRACTOR WILL PROVIDE A COMPLETE AND FUNCTIONAL PLUMBING SYSTEM AS INDICATED WITH ALL NECESSARY

EQUIPMENT, APPURTENANCES AND CONTROLS AS INDICATED.

2. THE CONTRACTOR MUST REVIEW THE DRAWINGS OF OTHER TRADES AS PART OF THIS CONTRACT FOR ADDITIONAL WORK REQUIRED AND FOR COORDINATION OF PLUMBING WORK FOR OPERATIONS OF OR CONNECTIONS TO OTHER TRADES.

3. CONTRACTOR MUST EMPLOY WORKMEN WHO ARE TRAINED AND EXPERIENCED IN NECESSARY SKILLS TO PERFORM PLUMBING AND

PLUMBING DEMOLITION WORK.

4. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER.

CONTRACTOR MUST PROVIDE COORDINATION DRAWINGS OF TRADES.

5. ALL PIPING PENETRATIONS TO THE BUILDING ENVELOPE MUST BE FULLY SEALED WATER TIGHT.

6. CONTRACTOR MUST FIELD VERIFY EXACT LOCATIONS AND POINTS OF CONNECTIONS TO THE EXISTING UTILITIES (DOMESTIC WATER &

SANITARY SEWER, NATURAL GAS, ETCETERA).

7. REFER TO SPECIFICATIONS, SHEET NOTES, DETAILS AND SCHEDULES FOR ADDITIONAL REQUIREMENTS PERTAINING TO THE PLUMBING

WORK.

8. SCHEDULES, NOTES OR SPECIFICATIONS MAY REFERENCE "BASIS OF DESIGN" INFORMATION REGARDING A SPECIFIC MANUFACTURER

OR MODEL NUMBER. SUCH INFORMATION IS PROVIDED SO AS TO ESTABLISH A STANDARD OF PERFORMANCE, QUALITY, FEATURES AND OPTIONS (SEE SCHEDULES AND SPECIFICATIONS). THE INTENT IS NOT TO LIMIT COMPETITION. EQUIVALENT EQUIPMENT OF OTHER MANUFACTURERS MUST BE ACCEPTABLE PROVIDED SUCH EQUIPMENT EQUALS OR EXCEEDS THE BASIS OF DESIGN EQUIPMENT IN PERFORMANCE, QUALITY, FEATURES AND OPTIONS WHETHER SPECIFIED, SCHEDULED OR NOTED.

9. ALL EQUIPMENT FURNISHED FOR THIS PROJECT MUST COMPLY WITH THE "BUY AMERICAN ACT".

10. ALL WORK MUST BE FABRICATED AND/OR ERECTED USING CONTRACTOR'S FIELD MEASUREMENTS FOR PROPER COORDINATION WITH

WORK OF OTHER TRADES.

11. ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF

THE WORK. THEY ARE NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR COMPONENT. DO

NOT SCALE DRAWINGS.

12. INFORMATION AND COMPONENTS SHOWN ON DIAGRAMS OR DETAILS, BUT NOT SHOWN ON PLANS, AND VICE VERSA, MUST BE PROVIDED

AS IF EXPRESSLY REQUIRED BY BOTH.

13. EXCEPT WHERE INDICATED OTHERWISE, THE NOTATION OR DESCRIPTION OF ANY ITEM IN THE CONTRACT DOCUMENTS CARRIES WITH IT THE INSTRUCTION TO FURNISH AND INSTALL THE ITEM, WHETHER OR NOT THIS INSTRUCTION IS EXPLICITLY STATED.

14. ALL WORK MUST BE INSTALLED SO AS MAINTAIN ANY "UL" ASSEMBLY RATINGS, FIRE RATINGS OR SMOKE BARRIER CAPABILITIES OF WALLS, PARTITIONS, FLOORS AND ROOF. SEAL AROUND AND PLACE UL RATED FIRE-STOP MATERIAL AT ANY PENETRATION OR DISTURBANCE OF SUCH ASSEMBLIES. COORDINATE WITH ARCHITECTURAL PLANS AND CONTRACTOR.

15. COORDINATE PLACEMENT OF ALL WORK WITH OTHER TRADES. DO NOT LOCATE, POSITION OR INSTALL ANY WORK IN SUCH A WAY THAT SYSTEM COMPONENTS OR ACCESS DOORS WILL BE INACCESSIBLE, UNUSABLE OR UN-MAINTAINABLE AFTER CONSTRUCTION IS

COMPLETED. COMPLY WITH MANUFACTURER'S MINIMUM RECOMMENDED SERVICE CLEARANCES.

16. UNLESS OTHERWISE INDICATED, ALL WORK MUST BE SUPPORTED FROM STRUCTURE ABOVE, FROM WALLS, FROM COLUMNS, OR FROM THE FLOOR. DO NOT USE THE INSTALLED WORK OF OTHER TRADES, OR WORK RELATED TO ANY SUPPORT SYSTEMS FOR SUPPORT FOR

OTHER TRADES.

17. PROVIDE PIPE TRANSITIONS AS REQUIRED AT FIXTURE CONNECTIONS WHERE PIPE SIZES INDICATED DIFFER FROM THE FIXTURE

CONNECTION SIZE.

18. PROVIDE EQUIPMENT ACCESS PANELS FOR ALL EQUIPMENT AND VALVES THAT ARE LOCATED ABOVE HARD CEILINGS, IN WALLS, OR BEHIND SURFACES THAT ARE NOT REMOVABLE. ACCESS PANELS MUST BE 18"X18" MINIMUM UNLESS OTHERWISE NOTED. LOCATE ACCESS PANELS AS CLOSE AS POSSIBLE TO DEVICE NEEDING ACCESS, BUT NO FARTHER THAN 24" AWAY.

19. INSULATE HOT AND COLD DOMESTIC WATER PIPING WITH 1/2" THICK, BLACK, FLEXIBLE CLOSED-CELL ELASTOMERIC THERMAL INSULATION

COMPLYING WITH ASTM C534.

ABBREVIATIONS AND GENERAL NOTES

P001

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION MINIMUM

SUPPLY

MINIMUM

DRAIN

EW EYE AND FACE WASH, STAINLESS STEEL BOWL, WAL MOUNT, PROVIDE 1/2"

STAY OPEN BALL VALVE. EQUAL TO GUARDIAN G1750. PROVIDE

THERMOSTATIC MIXING VALVE EQUAL TO GUARDIAN G6020.

1/2" 1-1/4"

EWH ELECTRIC WATER HEATER, 6 GALLON, WALL MOUNT, 1440 WATTS, 120V1/2" N/A

WH WALL HYDRANT, FREEZELESS, SOLID BRASS BODY AND SEAT, SATIN

NICKEL PLATED BODY, POWDER COATED CAST ALUMINUM HANDLE,

ANTI-SIPHON VACUUM BREAKER, EQUAL TO PRIER P-154.

1/2" N/A

NOTES:

BASIS OF DESIGN SHOWN TO ESTABLISH A STANDARD OF QUALITY AND PERFORMANCE, NOT TO LIMIT

COMPETITION. EQUIVALENT EQUIPMENT FROM OTHER MANUFACTURERS SHALL BE ACCEPTABLE.

U

D A

S

KIMBERLY, ID

GRAPHIC SCALE

04' 4'

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

2'

GENERAL NOTES

A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS PRIOR TO PERFORMING ANY

WORK OR FABRICATION OR PURCHASE OF EQUIPMENT,

MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION

FOR RESOLUTION BEFORE PROCEEDING WITH ANY

CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

EW

P101

PLUMBING FLOOR PLAN

EWH

1-1/4" WASTE PIPE

TO OUTDOORS

STAY OPEN BALL VALVE WITH

PUSH PLATE

EYE WASH ASSEMBLY EQUAL TO HAWS

7260BT-7270BT.

PROVIDE POINT OF USE THERMOSTATIC

MIXING VALVE EQUAL TO HAWS MODEL

9201EFE. SET TO 80°F.

1/2" NPT SUPPLY

1/2" CW & 1/2" HW

1/2" CW & 1/2" HW

1" CW (OVERHEAD)

FINISHED WALL

SCALE:

EMERGENCY EYE-WASH DETAIL - EW

NOT TO SCALE

P101

SCALE:

PLUMBING FLOOR PLAN

1/4" = 1'-0"

P101

SCALE:

POINT OF USE WATER

HEATER DETAIL - EWH

NOT TO SCALE

P101

6 GALLON POINT OF USE WATER

HEATER EQUAL TO AO SMITH EPU-6.

1440 WATTS @ 120/1 VOLTAGE

SHUTOFF VALVE

HOT WATER

TO FIXTURES

COLD WATER TO

WATER HEATER

ROUTE T&P DISCHARGE

TO OUTDOORS

UNDERGROUND COLD WATER PIPING.

SEE CIVIL FOR CONTINUATION.

WH

1/2" CW (OVERHEAD)

FULL PORT BALL VALVE

PROVIDE SHUTOFF VALVE

IN ACCESSIBLE LOCATION

PER IPC SECTION 6.

MOUNT AT 48"

ABOVE GRADE

COLD WATER PIPING.

REFER TO PLANS FOR SIZE.

STRAP PIPING TO

STRUCTURE NON-FREEZE WALL

HYDRANT PER SCHEDULE

90° ELL

PROVIDE WALL HYDRANT

WITH STEM LENGTH TO

PREVENT FREEZING.

SCALE:

WALL HYDRANT DETAIL - WH

NOT TO SCALE

P101

VALVE BOX WITH

SHUTOFF VALVE

7LA

6A

FA

CP

U

D A

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KIMBERLY, ID

E001

ABBREVIATIONS AND GENERAL NOTESBSN

1. ALL EQUIPMENT AND DEVICES ARE TO BE SURFACE

MOUNTED UNLESS OTHERWISE NOTED.

2. DEVICES NOTED AS "GFI" SHALL BE GROUND FAULT

CIRCUIT INTERRUPTING DEVICES.

3. DEVICES NOTED AS "WP" SHALL BE WEATHERPROOF

WHILE-IN-USE.

4. DEVICES NOTED AS "NL" SHALL BE NIGHT LIGHTS. PROVIDE

UNSWITCHED POWER TO FIXTURE.

5. DEVICES NOTED AS "WG" SHALL BE PROVIDED AND

INSTALLED WITH A WIRE GUARD.

6. PROVIDE UNSWITCHED POWER TO EMERGENCY BATTERY

PACKS.

GENERAL NOTES

LUMINAIRES

GEAR

E

HIGH BAY LED FIXTURE

EXIT SIGN WITH EMERGENCY LIGHTING

WALL MOUNTED FIXTURE

PANELBOARD

TRANSFORMER

? NEMA 3R-SS SAFETY SWITCH, AMPERAGE IDENTIFIED.

RECEPTACLES

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18"

A.F.F. TO CENTERLINE OF BOX UNLESS NOTED

OTHERWISE.

DUPLEX RECEPTACLE, NEMA 5-20R, GFCI, WPIU,

MOUNTED 18" A.F.F. TO CENTERLINE OF BOX UNLESS

NOTED OTHERWISE.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, ONE

COVER PLATE, MOUNTED 18" A.F.F. TO CENTERLINE

OF BOX UNLESS NOTED OTHERWISE.

RECEPTACLE 3P, 4W, 208/120V, 50A, TWIST-LOCK,

MOUNTED 48" A.F.F. TO CENTERLINE OF RECEPTACLE

UNLESS NOTED OTHERWISE.

LIGHT FIXTURES

HIGH BAY LED FIXTURE

WALL MOUNT LED FIXTURE

2X2 LED FIXTURE

EMERGENCY EXIT SIGN/LIGHTE

M

FIRE ALARM SYSTEM

MANUAL PULL STATION. MOUNT 48" A.F.F. TO

CENTERLINE OF BOX.

STROBE. MOUNT 80" A.F.F. TO BOTTOM OF BOX

COMBINATION HORN AND STROBE. MOUNT 80" A.F.F.

TO BOTTOM OF BOX.

SMOKE DETECTOR

THERMAL DETECTOR

FIRE ALARM CONTROL PANEL

Voltage Circuit Length Conductor Size (AWG)

120 < 90' #12

120 > 90' #10

120 > 145' #8

120 > 230' #6

VOLTAGE DROP CHART NOTES:

1) CIRCUIT SIZES INDICATED ON THE DRAWINGS ARE MINIMUM

REQUIREMENTS. REFER TO THIS CHART FOR UPSIZING

CONDUCTORS AS…