Attachment 9 Revised Drawings.pdf

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EXISTING BLDG 6 EXISTING BLDG 2

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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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SCALE: 1" =

020 2010

20'

DEMO SITE PLAN1

SCALE: 1" = 20'C101

NORTH

DEMO SITE PLAN

C101

KEYED NOTES:

DEMOLITION NOTES:

LEGEND:

TH2

lhenderson kimberly

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SCALE: 1" =

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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EDGE OF GRAVEL

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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

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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

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GRADING PLAN

C103

GRADING PLAN1

SCALE: 1" = 20'C103

NORTH

LEGEND (GRADING):

TH1

TH2

11 2 3 4

A

B

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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)

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'

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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:

INTERIOR METAL

WALL LINER

PANEL WITH

CLOSURE TRIM,

SEE GENERAL

NOTE B

STRAIGHT SIDEWALL

COLUMNS

8" WALL GIRTS

VINYL FACED R-13

METAL BUILDING

INSULATION

22 GAUGE 'PBR' STYLE

METAL WALL PANEL WITH

EXPOSED FASTENER, SEE

GENERAL NOTE C

VINYL FACED R-19

METAL BUILDING

INSULATION

22 GAUGE 'PBR' STYLE METAL ROOF

PANEL WITH EXPOSED FASTENERS'PBR' DIE-FORMED METAL RIDGE CAP

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 WITH R-5

THERMAL SPACER BLOCK

FASTENED TO TOP OF PURLINS,

TYP. FOR ALL

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

WALL LINER PANEL,

SEE GENERAL NOTE B

STRAIGHT

SIDEWALL

COLUMNS

8" WALL GIRTS

VINYL FACED R-13 METAL

BUILDING INSULATION

RAKE TRIM FASTENED

WITH STITCH SCREW

SPACED EVERY 12"

WITH CONTINUOUS

TAPE SEAL (TYP.)

COLUMNS BEYOND (SEE

STRUCTURAL)

22 GAUGE 'PBR' STYLE ROOF PANEL WITH

EXPOSED FASTENERS

VINYL FACED R-19

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

A501

22 GAUGE 'PBR' STYLE

METAL WALL PANEL WITH

EXPOSED FASTENER, SEE

GENERAL NOTE C

8" ROOF PURLINS WITH R-5

THERMAL SPACER BLOCK

FASTENED TO TOP OF PURLINS,

TYP. FOR ALL

U

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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.

B. INTERIOR METAL LINER PANEL TO BE MIN.12' HIGH (BASED

ON WALL GIRT SPACING AS DESIGNED BY PEMB

MANUFACTURER). LINER PANEL MUST MATCH PROFILE

AND GAUGE OF EXTERIOR WALL PANEL. COLOR TO BE

DETERMINED BY A/E AND COR.

C. PROVIDE MIN. 1/4" SELF-ADHERING THERMAL BREAK TAPE

AT ALL GIRTS, EAVE STRUTS, AND BASE ANGLES.

1 04/2025 JTP PPI CLARIFICATIONS

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 22 GAUGE 'PBR' STYLE

METAL WALL PANEL WITH

EXPOSED FASTENER OVER VINYL

FACED INSULATION

8" WALL GIRTMETAL FRAME 2"

SEALANT

DOOR AS SCHEDULED

JAMB ANCHOR

SILL

DOOR AS SCHEDULED

PROVIDE 22 GAUGE 'PBR' STYLE METAL

WALL PANEL WITH EXPOSED FASTENER

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

22 GAUGE 'PBR' STYLE

ROOF PANEL WITH

EXPOSED FASTENERS

STITCH SCREW AT

12" O.C. (TYP.)

CLOSURE

22 GAUGE 'PBR' STYLE

METAL WALL PANEL

(SEE GENERAL NOTE C

ON SHEET A301)

'PBR' DIE-FIRMED METAL RIDGE CAP

22 GAUGE 'PBR' STYLE

ROOF PANEL WITH

EXPOSED FASTENERS

8" ROOF

PURLINS TYP.

TAPE SEALER (EACH SIDE)

RIDGE ℄

'TYPE AB' SELF-TAPPER WITH

WASHER (6 PER PANEL)

THERMAL SPACER BLOCK

(MIN. R-5) TYPICAL AT ALL

PURLIN TO ROOF PANEL

CONNECTION POINTS 6"x6" METAL

GUTTER (TYP.)

8" EAVE STRUT (WALL

INSULATION TO EXTEND TO

TOP OF EAVE STRUT)

22 GAUGE 'PBR' STYLE METAL

WALL PANEL (SEE GENERAL

NOTE C ON SHEET A301)

22 GAUGE 'PBR' STYLE

ROOF PANEL WITH

EXPOSED FASTENERS

GUTTER STRAP

@ 3'-0" O.C. MAX.

INSIDE CLOSURE

OUTSIDE CLOSURE

22 GAUGE 'PBR'

STYLE WALL PANEL

STRAIGHT SIDEWALL

COLUMN

VINYL FACED R-13

METAL BUILDING

INSULATION

INTERIOR METAL

WALL LINER PANEL,

SEE GENERAL NOTE B

ON SHEET A301

BASE TRIM

BASE ANGLE

12 - 14 X 1-1/4 LONG-LIFE

SELF-DRILLER WITH

WASHER (6 PER PANEL)

METAL "J" TRIM

COILING DOOR

AS SCHEDULED

METAL WALL PANEL

8" "C" CHANNEL

3"x 3"x 14" CLIP ANGLE

SECTIONAL

OVERHEAD

DOOR AS

SCHEDULED

JAMB

SILL

VINYL FACED

INSULATION

METAL TRIM

SLOPED BOTTOM BAR TO

MATCH EXISTING FLOOR

SLOPE

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"

SCALE:

WALL BASE DETAIL

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

A501

SCALE:

OVERHEAD DOOR DETAILS

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

A501

1 04/2025 JTP PPI CLARIFICATIONS

7LA

6A

FA

CP

U

D A

S

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 NEEDED.

2) DO NOT CONNECT CONDUCTORS LARGER THAN #10 DIRECTLY TO

A RECEPTACLE OR A SWITCH. PROVIDE A JUNCTION BOX TO

DOWNSIZE THE CONDUCTOR TO #12 AT THE DEVICE.

VOLTAGE DROP CHART

Panel Name:7LA MLO OR MCB:MCB Panel Location:BLDG 7 SURFACE OR FLUSH:SURFACE

Voltage120/208V FRAME AMPS:225A Phase/Wire:3PH/4W GROUNDING:EQUIPMENT GROUND

Min Interrupt Rating:22,000A SECTIONS:ONE SECTION - 42X New/Existing:NEW NEMA RATING:NEMA 1

LOAD VA BRANCH LOAD DATA BREAKER # PH # BREAKER BRANCH LOAD DATA LOAD VA

A B C TRIP POLE TRIP POLE A B C

720 RECEP - NW INTERIOR 20 1 1 A 2

50 3 50A RECEPTACLE

WEST WALL

720 RECEP - SW INTERIOR 20 1 3 B 4 5633

720 RECEP - NE INTERIOR 20 1 5 C 6 5633

720 RECEP - SE INTERIOR 20 1 7 A 8

50 3 50A RECEPTACLE

WEST WALL

720 RECEP - SHED 20 1 9 B 10 5633

360 RECEP - N EXTERIOR 20 1 11 C 12 5633

360 RECEP - S EXTERIOR 20 1 13 A 14

50 3 50A RECEPTACLE

EAST WALL (1)

1284 LIGHTS - INTERIOR 20 1 15 B 16 0

720 LIGHTS - EXTERIOR 20 1 17 C 18 0

516 LIGHTS - SHED (2) 20 1 19 A 20

50 3 50A RECEPTACLE

EAST WALL (1)

500 FACP 20 1 21 B 22 0

780 EF-1 20 1 23 C 24 0

780 EF-2 20 1 25 A 26 20 1 EQUIP - GH-1,2,3,4 1000

SPARE 20 1 27 B 28 20 1 EQUIP - L1 & L2 320

SPARE 20 1 29 C 30 20 1 EQUIP - WH 1500

SPARE 20 1 31 A 32

15 3 EQUIP - OH DOOR 1

SPARE 20 1 33 B 34 933

SPARE 20 1 35 C 36 933

SPARE 20 1 37 A 38

15 3 EQUIP - OH DOOR 2

SPARE 20 1 39 B 40 933

SPARE 20 1 41 C 42 933

3096 3224 2580 SUM PER PHASE (VA) LEFT SIDE SUM PER PHASE (VA) RIGHT SIDE 14133 13453 14633

17229 16677 17213 SUM PER PHASE (VA) PANEL

3% LOAD BALANCE

144 LARGEST PHASE LOAD

MINIMUM FEEDER RATING

NOTES:

1 - LOAD ANALYSIS IS BASED ON USER INPUT THAT NO MORE THAN TWO WELDERS WILL BE IN USE AT ANY TIME.

2 - BID OPTION

Panel Name:6A MLO OR MCB:MCB Panel Location:BLDG 6 SURFACE OR FLUSH:SURFACE

Voltage 277/480V FRAME AMPS:225A Phase/Wire:3PH/4W GROUNDING:EQUIPMENT GROUND

Min Interrupt Rating:22,000A SECTIONS:ONE SECTION - 54X New/Existing:EXISTING NEMA RATING:NEMA 1

LOAD VA BRANCH LOAD DATA BREAKER # PH # BREAKER BRANCH LOAD DATA LOAD VA

A B C TRIP POLE TRIP POLE A B C

EXIST 6LA

(EXISTING) 100 1

1 A 2

125 3 PANEL 7LA

(NEW)

17229

EXIST 3 B 4 16677

EXIST 5 C 6 17213

0 0 0 SUM PER PHASE (VA) LEFT SIDE SUM PER PHASE (VA) RIGHT SIDE 17229 16677 17213

17229 16677 17213 SUM PER PHASE (VA) PANEL

3% LOAD BALANCE

62.19975933 LARGEST PHASE LOAD

MINIMUM FEEDER RATING

SCALE:

SITE ELECTRICAL PLAN

1" = 20'

E001

UNDERGROUND SERVICE FROM

EXISTING PANEL 6A TO NEW PANEL 7A.

2" (4)1/0, #6(G)

1"C FOR FIRE ALARM SIGNALING

PATHWAY. INTEGRATE NEW FIRE ALARM

COMPONENTS INTO EXISTING FIRE

ALARM LOCATED IN BUILDING 1.

1. BASIS OF DESIGN SHOWN TO ESTABLISH A STANDARD

OF QUALITY AND PERFORMANCE, NOT TO LIMIT

COMPETITION. EQUIVALENT EQUIPMENT FROM OTHER

MANUFACTURERS SHALL BE ACCEPTABLE.

2. EQUIPMENT SHOWN MAY NOT BE MANUFACTURED IN

THE USA, HOWEVER, ALL EQUIPMENT FURNISHED FOR

THIS PROJECT MUST COMPLY WITH THE "BUY

AMERICAN ACT".

GENERAL NOTES

1. NEW UNDERGROUND SERVICE FROM EXISTING SHOP

BUILDING 6.

2. PROVIDE NEW INITIATION AND ANNUNCIATION

DEVICES AND INTEGRATE INTO EXISTING FIRE ALARM.

REFER TO E104.

KEYED NOTESX

T75

XFMR

XFMR

225A

MLO

208V

7LA

SCALE:

SINGLE LINE DIAGRAM

N.T.S.

E001

250A

MLO

480V

6A

THREE PHASE DRY-TYPE TRANSFORMER SCHEDULE

TAG

PRIMARY SECONDARY

GROUNDING

ELECTRODE

NOTES

ELECTRICAL

CHARACTERISTICS FEEDER ELECTRICAL CHARACTERISTICS FEEDER

kVA VOLTS FLA OCP KEY VOLTS FLA IMPED-

ANCE

Available

SSC OCP KEY KEY

T75 75 480∆ 90 125A 125A3G 208Y/120V 208 3.00% 6,939 225A 225A4BJ 2GEC

GENERAL REQUIREMENTS:

A SUBMITTALS SHALL INCLUDE (AS A MINIMUM): RATED NAMEPLATE DATA, CAPACITIES, WEIGHTS, DIMENSIONS, WIRING DIAGRAMS, HEAT OUTPUT, MINIMUM

CLEARANCES, INSTALLED DEVICES AND FEATURES, AND PERFORMANCE FOR EACH TYPE AND SIZE OF TRANSFORMER INDICATED.

B OPERATION AND MAINTENANCE MANUALS SHALL INCLUDE (AS A MINIMUM): OPERATING AND MAINTENANCE PROCEDURES, COMPLETE SET OF MANUFACTURER'S

DRAWINGS AND PRODUCT DATA, AND DATA SHEETS UPDATED TO REFLECT FIELD INSTALLATION CONDITIONS.

E TRANSFORMERS SHALL COMPLY WITH IEEE C57.12.91.

F WHERE FLOOR MOUNTED, COORDINATE SIZE AND LOCATION OF 4 INCH HIGH CONCRETE BASE WITH ACTUAL TRANSFORMER PROVIDED. CAST ANCHOR BOLT

INSERTS INTO BASES.

H TRANSFORMER ENCLOSURES SHALL BE VENTILATED NEMA 2 OR OTHERWISE NOTED.

L WINDINGS CONNECTIONS SHALL BE BRAZED OR PRESSURE TYPE AND MATERIAL SHALL BE COPPER.

N THE MAXIMUM SOUND LEVEL RATING SHALL BE AS FOLLOWS: 0 TO 9 KVA - 40 DBA, 10 TO 50 KVA - 45 DBA, 51 TO 150 KVA - 50 DBA, 151 TO 300 KVA - 55 DBA, 301 TO

500 KVA - 60 DBA. AFTER INSTALLATION, TRANSFORMERS SHALL EXHIBIT NO OBJECTIONABLE NOISE AS JUDGED BY THE ARCHITECT OR ENGINEER.

CORRECTIONS SHALL BE MADE TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER.

O TRANSFORMERS SHALL HAVE IDENTIFICATION LABELS PER THE SPECIFICATIONS AND NAMEPLATE DETAIL.

P INSTALL TRANSFORMERS TO MAINTAIN CLEARANCES PER THE NATIONAL ELECTRICAL CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS.

Q GROUND/BOND SECONDARY PER SPECIFICATIONS WITH A MAXIMUM OF 5 OHM GROUND RESISTANCE.

R INSTALL TRANSFORMERS ON CONCRETE BASE ON FLOOR, SUSPEND, OR WALL MOUNT AS REQUIRED ON KORFUND 'ELASTORIB" RESILIENT VIBRATION ISOLATING

MATERIAL OF SUFFICIENT QUANTITY TO NOT EXCEED MANUFACTURER'S RECOMMENDED POUNDS PER SQUARE INCH RATING.

S AFTER INSTALLATION, VACUUM (DO NOT USE COMPRESSED AIR) THE INTERIOR AND EXTERIOR OF ALL DIRT AND DEBRIS.

T ADJUST TAPS ARE REQUIRED TO PRODUCE THE SCHEDULED VOLTAGE UNDER LOAD.

U AVAILABLE SHORT CIRCUIT CURRENT IN AMPERES (AvailSSC) AT THE TRANSFORMER SECONDARY IS BASED ON: INFINITE SOURCE AND 80 DEGREES CELSIUS

COPPER WINDINGS TRANSFORMER.

V FEEDER KEYS SHALL BE USED UNLESS INDICATED DIFFERENTLY ELSEWHERE.

W REFER TO SPECIFICATIONS FOR TESTING AND COMMISSIONING REQUIREMENTS.

COPPER FEEDER SCHEDULE

KEY

QTY.

OF

RUNS

CONDUCTORS C

(IN)

125A3G 1 3#1/0,1#6G 2

225A4BJ 1 4#4/0,1#2BJ 2-1/2

2GEC 1 1#2GEC 3/4

REFER TO NATIONAL ELECTRICAL CODE FOR

INSTALLATION OF CONDUIT TYPE.

ALL CONDUCTORS ARE COPPER.

FEEDER MARK LEGEND

PANEL

PANEL

SIZE PER NEC

0 -

SEE SCHEDULE

FOR CONDUCTOR

SIZE AND CONDUIT

CONFIGURATION.

3,4 OR 5 IS 3-PHASE. 5-WIRE

INDICATES 200% NEUTRAL

BUS, PROVIDE ADDITIONAL

NEUTRAL CONDUCTOR. 2

WIRE IS 1-PHASE.

IF NO SIZE IS INDICATED THEN

REFER TO TRANSFORMER AND

PANEL SCHEDULES.

X7A

125/3 L

'7A' NEMA 3R

125A-480Δ

3PHASE, 3WIRE

22kAIC

SE RATED

EXISTING DIRECT BURIED CABLE TO

IRRIGATION PUMP TO REMAIN.

EXISTING TELECOMMUNICATIONS DUCT

SYSTEM. SYSTEM TERMINATES AT

BUILDING 1 TELEPHONE ROOM IN

PROXIMITY OF FACILITY FACP.

04/25

1 04/2025 BSN PPI CLARIFICATIONS

FARM STORAGE

FARM STORAGE

FARM STORAGE

X-7A

U

D A

S

KIMBERLY, ID

GRAPHIC SCALE

04' 4'

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

2'

SCALE:

FIRE ALARM PLAN

1/4" = 1'-0"

E104

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. PROVIDE NEW DEVICES AND INTEGRATE INTO EXISTING

FACILITY FIRE ALARM AND NOTIFICATION SYSTEM. REFER

TO DETAIL 1/E001. EXISTING FIRE ALARM CONTRACTOR

CONTACT IS "JOHNSON CONTROLS SECURITY SOLUTION

LLC, 1-800-274-3932".

C. EXISTING SYSTEM IS "UNIMODE 9600" LOCATED IN

TELEPHONE ROOM OF BUILDING 1 WITH EXISTING DEVICE

LOOPS IN BUILDING 5 AND BUILDING 6.

E104

FIRE ALARM PLANBSN

PANEL 7A

FA

CP

T

F

F

F

M

M

M

M

T

T

T

T

T

1 04/2025 BSN PPI CLARIFICATIONS

04/25