Attachment 3 - Maps and Drawings.pdf

'-0

0'

8"

1'

4"

A3.02

12'-0"

'-0

12'-0"

2'- 0"

3'- 2"

'-1

0"

5'-0"

'-0

5'-0"

0 5 10

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

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

FOUNDATION PLAN

PAYETTE NATIONAL

FOREST

A1.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1/4" = 1'-0"1 SLAB AND FOOTING PLAN

PLAN KEYED NOTES:

8" CONCRETE FOUNDATION WALL. SEE STRUCTURAL.

8X16 CONCRETE FOOTING. SEE STRUCTURAL.

4" CONCRETE SLAB.

6 MIL VAPOR BARRIER OVER 4" GRAVEL.

TURNED DOWN SLAB AT DOORWAYS. SEE DETAILS.

GENERAL NOTES:

1. SEE COVER SHEET FOR INDEX OF DRAWINGS.

2. DIMENSIONS ARE SHOWN TO OUTSIDE EDGE OF

FOUNDATION.

A3.01

A3.02

4'-0" 4'-0" 4'-0"

2'-1"A4.01

1 2A

2B

2D

LAUNDRY

0 5 10

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

A

2'-1" 5'-6" 2'-1"

12'-0"

'-0

4'-0" 4'-0" 4'-0" 12'-0"

1'- 4"

2'- 0"

2'- 0"

3'- 0"

'-0

'-0

5'-0"

'-0

5'-0"

3 2C

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

FLOOR PLAN

PAYETTE NATIONAL

FOREST

A1.02

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1/4" = 1'-0"1 PROPOSED FLOOR PLAN

PLAN KEYED NOTES:

CONCRETE SLAB WITH NON-SLIP TREATMENT. SEE

FINISH SCHEDULE. PROVIDE AND INSTALL FRP

WAINSCOT UP TO 5' HIGH IN LAUNDRY ROOM

FLOOR DRAIN IN LAUNDRY AREA, SEE PLUMBING SHEET.

2X6 STUD WALL WITH BUILDING WRAP AND PAINTED

HORIZONTAL SHIPLAP SIDING, 2" RIGID INSULATION, AND

WATER RESISTANT GYP BOARD. SEE A5.01

OPTION 1:

2X6 STUD WALL WITH SPRAY FOAM INSULATION,

INSTEAD OF 2" RIGID AND 5.5" BATT.

ALUMINUM THRESHOLD. SEE DETAIL.

EDGE OF ROOF ABOVE.

ELECTRIC TANK TYPE HOT WATER HEATER. SEE

ELECTRICAL AND PLUMBING.

DRYER VENT.

PROVIDE AND INSTALL WASHERS AND DRYERS WITH

CONTROLS AT THE FRONT. SEE ACCESSORY

SCHEDULE ON A7.01

PROVIDE AND INSTALL UTILITY SINK.

FURNITURE NOT IN CONTRACT.

WALL MOUNTED LIGHT FIXTURE, SEE ELEVATIONS AND

ELECTRICAL SHEETS.

NOTE:

EXTERIOR CORNER DIMENSIONS ARE TO WALL

SHEATHING, AND ALIGN WITH FOUNDATION.

N

GENERAL NOTES:

1. SEE COVER SHEET FOR INDEX OF DRAWINGS.

2. SEE SHEET A7.01 FOR WINDOW AND DOOR

ELEVATIONS AND DETAILS.

3. ALL INTERIOR GYP BOARD TO BE PAINTED AND

WATER RESISTANT TYPE.

3. ALL FLOOR SURFACES TO HAVE ANTI-SLIP

TREATMENT.

A3.01

A3.02

1' -0

1'

-0

1'-6" 1'-6"

0 5 10

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

15'-2"

'-2

15'-2"

'-2

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

ROOF PLAN

PAYETTE NATIONAL

FOREST

A1.03

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

PLAN KEYED NOTES:

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

PAINTED FIBER CEMENT BOARD FACIA AND SOFFIT.

ENGINEERED TRUSSES PER MANUFACTURERS SPECS.

LINE OF WALL BELOW.

SOFFIT VENTS.

ATTIC VENT. TO BE BETWEEN TRUSSES, AS CLOSE TO

CENTER AS POSSIBLE.

GENERAL NOTES:

1. SEE COVER SHEET FOR INDEX OF DRAWINGS.

2. ENGINEERED TRUSSES @ 24" O.C., AS PER MANUF'S

DESIGN.

1/4" = 1'-0"1 ROOF PLAN

T.O. SLAB

0' - 0"

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.02

03 03

T.O. ROOF

14' - 8"

04 04

07 07 13 14

T.O. SLAB

0' - 0"

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.01

2'- 1 1

/2" 5'-0"

T.O. ROOF

14' - 8"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

ELEVATIONS, NORTH

AND EAST

PAYETTE NATIONAL

FOREST

A2.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

3/16" = 1'-0"1 NORTH ELEVATION ELEVATION KEYED NOTES:

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

HORIZONTAL SHIPLAP SIDING, PAINTED FS BROWN #

20059.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%

AWAY FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

PAINTED FIBER CEMENT CORNER BOARD.

ELECTRICAL PANEL, SEE ELECTRICAL SHEETS.

DRYER VENT.

PAINTED FIBER CEMENT BOARD FACIA AND SOFFIT.

HOLLOW METAL DOOR WITH HALF-LITE, LATCH HANDLE,

AND DEADBOLT.

5' CONCRETE SIDEWALK AT NORTH OF BUILDING. SEE

A1.01

FIBERGLASS SLIDING WINDOW WITH FROSTED GLASS.

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL

SHEETS.

SOFFIT VENTS.

ATTIC VENT. TO BE BETWEEN TRUSSES, AS CLOSE TO

CENTER AS POSSIBLE.

PLUMBING EXHAUST VENT. SEE P1.01

3/16" = 1'-0"2 EAST ELEVATION

3 NORTH EAST AXONOMETRIC VIEW

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.02

2'- 6"

8" 1'-

T.O. ROOF

14' - 8"

T.O. SLAB

0' - 0"

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.01

2'- 6"

8" 1'-

T.O. ROOF

14' - 8"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

ELEVATIONS, SOUTH

AND WEST

PAYETTE NATIONAL

FOREST

A2.02

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

3/16" = 1'-0"1 SOUTH ELEVATION

3/16" = 1'-0"2 WEST ELEVATION

3 SOUTH WEST AXONOMETRIC VIEW

ELEVATION KEYED NOTES:

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

HORIZONTAL SHIPLAP SIDING, PAINTED FS BROWN #

20059.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%

AWAY FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

PAINTED FIBER CEMENT CORNER BOARD.

ELECTRICAL PANEL, SEE ELECTRICAL SHEETS.

DRYER VENT.

PAINTED FIBER CEMENT BOARD FACIA AND SOFFIT.

HOLLOW METAL DOOR WITH HALF-LITE, LATCH HANDLE,

AND DEADBOLT.

5' CONCRETE SIDEWALK AT NORTH OF BUILDING. SEE

A1.01

FIBERGLASS SLIDING WINDOW WITH FROSTED GLASS.

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL

SHEETS.

SOFFIT VENTS.

ATTIC VENT (NORTH ELEVATION). TO BE BETWEEN

TRUSSES, AS CLOSE TO CENTER AS POSSIBLE.

PLUMBING EXHAUST VENT. SEE P1.01

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.02

LAUNDRY

8'- 0"

T.O. ROOF

14' - 8"

8" 1'-

6" 4"

2'- 6"

1'-0" 1'-0"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

SECTION VIEW

PAYETTE NATIONAL

FOREST

A3.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1/4" = 1'-0"1 SECTION VIEW 1

SECTION KEYED NOTES:

2X6 STUD WALL WITH BUILDING WRAP AND PAINTED

HORIZONTAL SHIPLAP SIDING, 2" RIGID INSULATION, AND

WATER RESISTANT GYP BOARD. SEE A5.01

OPTION 1:

2X6 STUD WALL WITH SPRAY FOAM INSULATION,

INSTEAD OF 2" RIGID.

4:12 ENGINEERED ENERGY HEEL TYPE ROOF TRUSSES

AT 24" OC. WEBBING SHOWN FOR SCHEMATIC

PURPOSES ONLY, DESIGN AS PER MANUF.

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

PAINTED FIBER CEMENT BOARD FACIA AND SOFFIT.

4" CONCRETE SLAB ON GRADE OVER 4" OF GRAVEL.

SEE STRUCTURAL.

8" CONCRETE FOUNDATION AND 8X16 FOOTING. SEE

DETAILS ON SHEET A5.01

DAMPPROOFING AROUND EXTERIOR FOUNDATION, TYP.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%

AWAY FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

15" (R49) BATT INSULATION IN ATTIC.

PAINTED WATER RESISTANT GYP BOARD AT WALLS AND

CEILING.

2" RIGID INSULATION AT STEM WALL AND TO 3' BEYOND

PERIMETER.

PAINTED FIBER CEMENT TRIM BOARD.

FIBERGLASS SLIDING WINDOW.

FLOOR DRAIN. SEE PLUMING SHEETS.

SEE INTERIOR ELEVATIONS, SHEET A4.01

NOTE:

-INTERIOR HEIGHT OF 8'-0" IS FROM TOP OF SLAB TO

SURFACE OF GYP BOARD CEILING.

-WATER LINES TO BE PLACED IN SLEEVES BELOW

GRADE.

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.01

2'- 6"0511 11

LAUNDRY

12'-0"

8'- 0"

T.O. ROOF

14' - 8"

1'-6"

1'-6"

4" 1'-

6" 8"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

SECTION VIEW

PAYETTE NATIONAL

FOREST

A3.02

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1/4" = 1'-0"1 SECTION VIEW 2

SECTION KEYED NOTES:

2X6 STUD WALL WITH BUILDING WRAP AND PAINTED

HORIZONTAL SHIPLAP SIDING, 2" RIGID INSULATION, AND

WATER RESISTANT GYP BOARD. SEE A5.01

OPTION 1:

2X6 STUD WALL WITH SPRAY FOAM INSULATION,

INSTEAD OF 2" RIGID.

4:12 ENGINEERED ENERGY HEEL TYPE ROOF TRUSSES

AT 24" OC. WEBBING SHOWN FOR SCHEMATIC

PURPOSES ONLY, DESIGN AS PER MANUF.

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

PAINTED FIBER CEMENT BOARD FACIA AND SOFFIT.

4" CONCRETE SLAB ON GRADE OVER 4" OF GRAVEL.

SEE STRUCTURAL.

8" CONCRETE FOUNDATION AND 8X16 FOOTING. SEE

STRUCTURAL.

DAMPPROOFING AROUND EXTERIOR FOUNDATION, TYP.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%

AWAY FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

15" (R49) BATT INSULATION IN ATTIC.

PAINTED WATER RESISTANT GYP BOARD AT WALLS AND

CEILING.

2" RIGID INSULATION AT STEM WALL AND TO 3' BEYOND

PERIMETER.

PAINTED FIBER CEMENT TRIM BOARD.

FIBERGLASS SLIDING WINDOW.

FLOOR DRAIN. SEE PLUMBING SHEETS.

SOFFIT VENTS.

SEE INTERIOR ELEVATIONS, SHEET A4.01

NOTE:

-INTERIOR HEIGHT OF 8'-0" IS FROM TOP OF SLAB TO

SURFACE OF GYP BOARD CEILING.

-WATER LINES TO BE PLACED IN SLEEVES BELOW

GRADE.

5'- 0"

8'- 0"

05 0209

5'- 0"

8'- 0"

5'- 0"

8'- 0"

5'- 0"

8'- 0"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

INTERIOR ELEVATIONS

PAYETTE NATIONAL

FOREST

A4.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1/4" = 1'-0"1 2A 1/4" = 1'-0"2 2B

1/4" = 1'-0"4 2D

1/4" = 1'-0"3 2C

DETAIL KEYED NOTES:

EXISTING CONCRETE SLAB TO HAVE NON-SLIP

TREATMENT.

PROVIDE AND INSTALL FRP WAINSCOT UP TO 5' HIGH IN

LAUNDRY ROOM.

PROVIDED AND INSTALL PAINTED WATER RESISTANT

GYP BOARD TO WALLS AND CEILING.

WALL MOUNTED ELECTRIC HEATER. SEE ELECTRICAL

SHEETS FOR TYPE AND LOCATION..

ELECTRIC TANK TYPE HOT WATER HEATER, SEE

ELECTRICAL SHEETS.

PROVIDE AND INSTALL WASHERS AND DRYERS WITH

CONTROLS AT THE FRONT. SEE SPECIFICATIONS.

PROVIDE AND INSTALL UTILITY SINK.

FURNITURE NOT IN CONTRACT.

SEE DOOR AND WINDOW DETAILS ON SHEET A5.03

EXTERIOR CONCRETE

FLATWORK (WHERE

OCCURS)

4" THICK CONCRETE SLAB

DIRECTLY OVER VAPOR

BARRIER, EDGE TURN DOWN

#4 DOWELS @ 24"o.c.

STEP CONTINUOUS TOP BARS

BELOW RECESS

REINFORCED CONCRETE

STEM WALL AND FOOTING

PER STRUCTURAL

DRAWINGS

24" 12"

WALL SHEATHING

4" THICK CONCRETE SLAB

DIRECTLY OVER VAPOR

BARRIER

2x6 REDWOOD OR PRESSURE

TREATED PLATE

SEE SHEAR WALL SCHEDULE

OR STRUCTURAL NOTES FOR

ANCHOR SIZE & SPACING

SEE ARCHITECTURAL FOR

WALL FINISH - COORDINATE

WALL PLACEMENT WITH

ARCHITECTURAL SECTION

DOOR BEYOND

4" THICK COMPACTED

AGGREGATE BASE

4" THICK COMPACTED

AGGREGATE BASE

DAMPROOFING AND

COMPACTED BACKFILL

REINFORCED CONCRETE

STEM WALL AND FOOTING

PER STRUCTURAL

DRAWINGS

DAMPROOFING AND

COMPACTED BACKFILL

SLOPE EXTERIOR GRADE

MIN. 5% AWAY FROM BLDG

2" RIGID INSULATION ALL

STEM WALL AND TO 3'

BEYOND PERIMETER

2" RIGID INSULATION ALL

STEM WALL AND TO 3'

BEYOND PERIMETER

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

FOUNDATION DETAILS

PAYETTE NATIONAL

FOREST

A5.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

FOUNDATION DETAIL AT DOORWAY 1 FOUNDATION DETAIL 2

6'- 8"

3'-0"

3'- 8"

3'- 0"

4'-2"

6'- 8"

ACCESSORY SCHEDULE

PROVIDE BLOCKING IN WALLS FOR ALL EQUIPMENT LISTED BELOW AND SHOWN

ELSEWHERE IN DRAWINGS AS REQ'D BY MANUF. RECOMMENDATIONS.

ALL ITEMS CONTRACTOR PROVIDED AND CONTRACTOR INSTALLED

ITEM MODEL NOTE COMMENTS

WASHING MACHINE- ADA

DRYER- ADA; ELECTRIC

WHIRLPOOL

OR EQUAL

MODEL:

WFW92HEFU

WHIRLPOOL

OR EQUAL

SEE SPEC

NUMBER 113100

SEE SPEC

NUMBER 113100

MODEL:

WED8620HW

3 EA

3 EA

ATTIC ACCESS HATCH JL INDUSTRIES

OR EQUAL

MODEL:

2 HOUR, 22X36 1 EA

PAINTED HOLLOW METAL

DOOR FRAME

FRAME TYPE 1

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

3'-0"

6'- 8"

INSULATED, HOLLOW METAL

DOOR, HALF LITE, PAINTED

DOOR TYPE 1

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

HINGES #BB1279NPR HAGER

1 #ND92PD 626LATCHSET SCHLAGE

EXTERIOR ENTRANCES

QTY ITEM MODEL FINISH MANUF.

DEADBOLT B600 SERIES SCHLAGE626

1 SATIN HAGERWALLSTOP #256

1 THRESHOLD #254X4AFG ALUM PEMKO

1 DOOR SHOE #217AV - PEMKO

1 PEMKOWEATHERSTRIP S88D20 -

GROUP 02:

DOOR HARDWARE SCHEDULE

2 EACH - FIBERGLASS FRAME,

SLIDING, INSULATED GLASS

WINDOW TYPE 1

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

WINDOW NOTES:

1. DIMENSIONS ARE APPROXIMATIONS.

2. CONTRACTOR SHALL FEILD MEASURE ALL WINDOWS BEFORE ORDERING.

NOTIFY COR WHERE DISCREPANCIES MAY OCCCUR.

4. SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW LOCATION

5. NEW WINDOW TO MATCH EXISTING WINDOWS AT BUNKHOUSE ON SAME SITE

AS CLOSELY AS POSSIBLE FOR SIZE, MOUNTING HEIGHT, COLOR, AND STYLE.

DOOR NOTES:

1. DOOR ELEVATIONS AREA A BASIS OF DESIGN. CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS FOR APPROVAL FOR ALL DOORS AND FRAMES.

5/8" TYPE "X" GYP. BD. PAINTED BOTH

SIDES. USE WATER RESISTANT GYP. BD

2X6 WOOD STUDS @16" OC

FRP WAINSCOT UP TO 5' ABOVE

FINISHED FLOOR

FRP WAINSCOT UP TO 5' ABOVE

FINISHED FLOOR

5/8" TYPE "X" GYP. BD. PAINTED BOTH

SIDES. USE WATER RESISTANT GYP. BD

CLOSED CELL EXPANDING FOAM

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

5/8" TYPE "X" GYP. BD. PAINTED BOTH

SIDES. USE WATER RESISTANT GYP. BD

2X6 WOOD STUDS @16" OC

FRP WAINSCOT UP TO 5' ABOVE

FINISHED FLOOR

FRP WAINSCOT UP TO 5' ABOVE

FINISHED FLOOR

5/8" TYPE "X" GYP. BD. PAINTED BOTH

SIDES. USE WATER RESISTANT GYP. BD

2" RIGID BOARD

BASE BID

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

OPTION #1

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

SCHEDULES AND

DETAILS

PAYETTE NATIONAL

FOREST

A7.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1 1/2" = 1'-0"7 WALL TYPES

A.702

NTS

ROOF EAVE DETAIL

2'-6"

MBCI "PBR" METAL ROOF

PANELS

SHEATHING

ICE AND WATER SHIELD

ENTIRE ROOF.

PROVIDE / INSTALL FOAM BOTTOM

CLOSURE/ TAP FOR PBR PANELS

FROM MBCI BUILDING PRODUCTS OR

APPROVED EQUAL.

NO 14 SELF DRILLING 7/8" WOOD

SCREWS, 6" OC. EPOXY COATED TO

MATCH ROOFING.

1"

VENTED SOFFITS

FASCIA

DRIP EDGE. NAIL W/

ROOFING NAILS 24" OC.

#30 FELT OVER ENTIRE ROOF.

9 1/2"

A7.02

NTS

VENT FLASHING DETAIL

A7.02

NTS

PBR FASTENER

SPACING

SET RUBBERIZED BOOT

INTO CONT. BEAD OF

CAULK. USE FASTENERS

AS SPECIFIED BY BOOT

MANUFACTURER

ROOF PIPE PENETRATION

RUBBERIZED BOOT FLASHING

CONT. CAULK

CUT PANEL 1" SMALLER

THAN PENETRATION,

BACK CUT TABS, FOLD

TABS UP AROUND

PENETRATION. AND

CAULK

EXISTING SHEATHING

MBCI PBR METAL ROOF PANELS

NEW ICE AND WATER

SHIELD, FELT ENTIRE

ROOF.

1/

4"

1'-0" 1'-0" 1'-0"

3'-0"

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

1_

"-14 X 1" LONG LIFE

TYPE AB SELF TAPPER

W/ WASHER

A702

NTS

RAKE DETAIL

14-10 X 1 'TYPE A'

SELF TAPPER W/

WASHER (2 PER CLIP)

FASCIA BOARD/

METAL

2X FRAMING

ROOFING FELT AND ICE AND

WATERSHIELD OVER ENTIRE

ROOF. SEE PLAN

SOFFIT

EXTERIOR WALL

SHEATHING

A7.02

NTS

EAVE SEALANT DETAIL

PBR ROOF PANEL

SEAL TO TAPE SEALER

1_ " X 3__

" TAPE

SEALER (HW-507) @

PANEL SIDELAP

(HW- 506)

MBCI EAVE TRIM (FL-19)

AT EAVE AND SIDELAP.

INSIDE CLOSURE

HW-455

1" X 3__

" TAPE

SEALER (HW-506) @

TOP AND BOTTOM OF

CLOSURE

1" X 3/32" TAPE SEALER

PROVIDE / INSTALL EPOXY COATED

NO. 14 1-1/2" HEX HEADS 12"

OC HORIZONTAL, 36" VERTICAL

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

ROOF DETAILS

PAYETTE NATIONAL

FOREST

A7.02

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

WB-1

WB-1

WB-1

WB-1

FD-1

WH-1

S-1

2"

2"

2"

2"

2"

3"

3"

3"

3"

2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

2"

S-1

WB-1

WB-1

WB-1

WB-1

03 04

FD-1

1/2"

1/2"

1/2"

1/2"

1/2"

1/2" 1/2"

1/2"

1/2" 1/2"

WH-1

0 5 10

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

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

PLUMBING PLANS

PAYETTE NATIONAL

FOREST

P1.01

McCALL AREA

FAMILY HOUSING

LAUNDRY

BUILDING

1/4" = 1'-0"1 WASTE AND VENT PLAN

PLAN 1 KEYED NOTES:

CONSULT CIVIL ABOUT DIRECTION OF 4" WASTE.

VENT THROUGH EXTERIOR WALL. SEE ROOF PLAN AND

ELEVATIONS. TERMINATE PER PLUMBING CODE.

SCREEN. LOCATE VENT AS HIGH AS POSSIBLE ON WALL.

SCHEMATIC SHOWING SEWER AND VENT LAYOUT.

SUBMIT ANY CHANGES FOR APPROVAL.

PROVIDE STAINLESS WALL PLATES FOR CLEANOUTS.

PROVIDE RIGID METAL DUCT FOR DRYER VENTS,

THROUGH FRAMED WALL. SCREEN.

PROVIDE EXHAUST FAN, RIGID DUCTWORK TO GABLE

WALL.

PROVIDE AND INSTALL GREENHECK LOUVER EVH302, 60

CFM, ALUMINUM, KYNAR FINISH, 12" X 12" X 3". PROVIDE

BIRD SCREEN AND EXTENDED SILL.

HEATING SHOWN IN ELECTRICAL PLAN.

INSTALL WASHER AND DRYERS AS SHOWN ON ARCH

PLANS. SEE SPEC.

N

1/4" = 1'-0"2 WATER HEATER SUPPLY PLAN

PLAN 1 KEYED NOTES:

1-1/4" WATER SERVICE LINE IN. SEE CIVIL PLANS.

SEE DETAIL FOR BACKFLOW/ WATER SERVICE ENTRY.

34" COPPER CW LINE INTO MANIFOLD , SHUT OFF VALVE

INTO 16 PORT, APOLLO 6907984CP OR SIMILAR. PROVIDE

CABINET AND ACCESS DOOR. ALL LINES OUT WITH

BRASS VALVES.

3/4" LINE TO WH-1A WITH VALVE.

RUN PEX PIPING IN ATTIC, DRAINABLE. SHUT OFF AT

EACH TERMINATION.

WH-1 SERVES WASHERS, SINK AND TRAP PRIMER06

LEGEND 1

SEWER LINE

VENT LINE

LEGEND 2

COLD WATER LINE

HOT WATER LINE

EXISTING ELECTRICAL AND COMMUNICATIONS DESCRIPTIONS

THE ELECTRICAL SECONDARY UNDERGROUND SERVICE LATERAL BY IDAHO POWER

ORIGINATES AT FOREST STREET, FROM A POLE MOUNT TRANSFORMER. THIS

TRANSFORMER ALSO FEEDS A SECOND 400 AMP SERVICE TO REMAIN, LOCATED

NEAR THE POLE.

THE SERVICE SWITCHBOARD PROPOSED TO BE REMOVED HAS THREE FEEDERS:

· UNDERGROUND 200 AMP, 120/240V FEEDING FAWN HALL (16 PERSON

BUNKHOUSE).

· SURFACE MOUNTED 110 AMP, 120/240V FEEDER TO WEST SMALL BUNKHOUSE.

· UNDERGROUND 200 AMP, 120/240V FEEDER TO EAST AND MIDDLE SMALL

BUNKHOUSES.

PHONE SERVICE IS PROVIDED FROM A GOVERNMENT OWNED TRUNK LINE THAT

RUNS NORTH AND SOUTH AT MISSION STREET. 25 PAIRS ARE TAPPED TO FEED UP

THE HILL TO ALL FOUR BUILDINGS. IT IS THOUGHT THE LINES MAY RUN UP THE

ROAD, BUT IS MOST LIKELY RUN JUST NORTH OF THE THREE SMALL BARRACKS

BUILDINGS.

INTERNET SERVICE IS CURRENTLY FEEDING ONLY FAWN HALL AND IS THOUGHT TO

FOLLOW THE HOUSING ACCESS ROAD ON THE SOUTH OF THE COMPOUND.

ELECTRICAL AND COMMUNICATIONS DEMOLITION

ALSO SEE SITE PLANS SHEETS C-00 AND C-01.

1. REMOVE EXISTING ELECTRICAL SERVICE AND FEEDERS FROM THE SITE,

INCLUDING UNDISTURBED UNDERGROUND LOCATIONS.

1.1. FAWN HALL (16 PERSON OR LARGE BUNKHOUSE) PANELBOARD AND

ELECTRICAL SHALL REMAIN FOR RECONNECTION TO NEW FEEDER FROM

SWITCHBOARD "SW."

1.2. COORDINATE REMOVAL OF SECONDARY SERVICE LATERAL WITH IDAHO

POWER (SHERI STALEY 208-630-7904, SStaley@idahopower.com).

2. COORDINATE REMOVAL OF 25 PAIR, GOVERNMENT OWNED PHONE SERVICE

WITH CONTRACTING OFFICER WHICH FEEDS ALL FOUR BUILDINGS (INCLUDES

FAWN HALL.

2.1. REMOVAL IS PLANNED FROM THE TAP AT MISSION STREET UNLESS

OTHERWISE DIRECTED IN WRITING BY THE CONTRACTING OFFICER.

2.2. DO NOT BEGIN REMOVAL UNTIL GOVERNMENT COMPLETES PREPARATION

WORK AND GIVES THE OKAY IN WRITING THROUGH THE CONTRACTING

OFFICER.

2.3. AT FAWN HALL, REMOVE THE FEEDING PHONE CABLE BUT LEAVE THE

NETWORK BOX AND BUILDING CABLING.

3. COORDINATE THE PRESERVATION OF THE STARLIGHT INTERNET SERVICE.

CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE EXCEPT WHERE

EXISTING FEEDER LOCATION IS WITHIN 5 FEET OF A PLANNED FOOTING AND

THE CONTRACTING OFFICER IS INFORMED, IN WRITING 7 DAYS BEFOREHAND.

4. SEE SHEET E210 FOR SWITCHBOARD DEMOLITION IN BASEMENT. THIS AREA

ON THE HILL IS CALLED UPSTAIRS, THE BASEMENT IS DOWN OFF THE HILL TO

THE NORTH.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 /24

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R-4

INTERMOUNTAIN REGION

McCALL ADMIN

SITE HOUSING

UTILITIES AND

DEMOLITION

PROJECT

PAYETTE NATIONAL

FOREST

McCALL DISTRICT

ELECTRIC DEMOLITION

06/03/2024

S.BROWN

S.BROWN

R.ANDERSON

E100 32 36

REMOVE EXISTING 400 AMP,

120/240V SWITCHBOARD

(METER #34434317S)

TYPICAL PANELBOARD ON

BUILDINGS BEING

REMOVED

FAWN HALL (16 PERSON

BUNKHOUSE) PANELBOARD

TO REMAIN

DOOR

PANELBOARD

REMOVE FS

COMMUNICATIONS

BUILDING TO BE REMOVED

REMOVE FS

PHONE ENTRY

REMOVE ELECTRIC

AND PHONE FEEDERS

REMOVE

PANELBOARD

REMOVE FS

PHONE CABLE

AND

UNDERGROUND

CONDUIT,

LEAVE

NETWORK BOX

AND BUILDING

CABLING

STARLIGHT

INTERNET

SERVICE TO

REMAIN

PANELBOARD

TO REMAIN

REMOVE AND

REPLACE FEEDER

ADD SUPPLIMENTARY

GROUNDING ELECTRODE

(GROUND RODS)

ADD RESIDENTIAL

INTERSYSTEM GROUNDING

AND BONDING BUSBAR

METER ON SWITCHBOARD

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SWITCHBOARD SW SCHEDULE

TYPE: SQUARE D SPEED-D [SB126IR, MEET IDAHO POWER

REQUIREMENTS, 600 AMP MAIN BREAKER AND I-LINE

DISTRIBUTION SECTION] 120/240 VAC

1 PHASE

A.I.C.: 65,000

SELF STANDING

GROUNDING: #4

CU GRD TO WATER

PIPES AND

GROUND ROD OR

CONCRETE

ENCASED

ELECTRODE, SEE

SPECIFICATIONS

FEEDER: FROM IDAHO POWER, COORDINATE

PRIMARY/SECONDARY AS NEEDED AND COORDINATE

LOCATIONS AND PAY FEES

CKT LOAD DESCRIPTION WATTS BREAKER AWG

LOAD

(WATTS)

A B

1 FAWN HALL (WEST LARGE BUNKHOUSE) 24042 QDA22225 #4/0 24042

24042 24042

2 FUTURE EAST LARGE BUNKHOUSE 24042 QDA22225 * 24042

24042 24042

3 FUTURE TRAILER PARK 26400 QDA22225 * 26400

26400 26400

- 18 INCH EMPTY -

LOAD DIVERSITY PER NEC 220.84 (45% of 3 Bunkhouse or 100% of 2 whichever is least) AND

551.73 (8 at 55% of 12kw) - LOAD PER PHASE: 58857 58857

COORDINATE WITH SITE

PLAN FOR BUILDING

ROTATION AND

PANELBOARD LOCATION

AND WITH BUILDER FOR

PROPER LOCATION ON

EACH BUILDING, AND

WITH BUILDING

PLACEMENT TO ENSURE

THE APPROPRIATE

BUNKHOUSE GETS

PLACED ON THE RIGHT

FOUNDATION.

COORDINATE WITH SITE

PLAN FOR BUILDING

ROTATION AND

PANELBOARD LOCATION

AND WITH BUILDER FOR

PROPER LOCATION ON

EACH BUILDING, AND

WITH BUILDING

PLACEMENT TO ENSURE

THE APPROPRIATE

BUNKHOUSE GETS

PLACED ON THE RIGHT

FOUNDATION.

SWITCHBOARD SE SCHEDULE

TYPE: SQUARE D SPEED-D [SB126IR, MEET IDAHO POWER

REQUIREMENTS, 600 AMP MAIN BREAKER AND I-LINE

DISTRIBUTION SECTION] 120/240 VAC

1 PHASE

A.I.C.: 65,000

SELF STANDING

GROUNDING: #4

CU GRD TO WATER

PIPES AND

GROUND ROD OR

CONCRETE

ENCASED

ELECTRODE, SEE

SPECIFICATIONS

FEEDER: FROM IDAHO POWER, COORDINATE

PRIMARY/SECONDARY AS NEEDED AND COORDINATE

LOCATIONS AND PAY FEES

CKT LOAD DESCRIPTION WATTS BREAKER AWG

LOAD

(WATTS)

A B

1 SMALL BUNKHOUSE #1 (WEST MOST) 24042 QDA22225 4/0 24042

24042 24042

2 SMALL BUNKHOUSE #2 (EAST OF #1) 24042 QDA22225 4/0 24042

24042 24042

3 SMALL BUNKHOUSE #3 (EAST OF #2) 24042 QDA22225 4/0 24042

24042 24042

4 SMALL BUNKHOUSE #4 (EAST OF #3) 24042 QDA22225 4/0 24042

24042 24042

5 (FUTURE SMALL BUNKHOUSE) 24042 QDA22225 * 24042

24042 24042

6 (FUTURE SMALL BUNKHOUSE) 24042 QDA22225 * 24042

24042 24042

- 9 INCH EMPTY -

44% LOAD DIVERSITY PER NEC 220.84, LOAD PER PHASE: 64913 64913

SMALL BUNKHOUSE INITIAL SERVICE CALCULATIONS

NEC 220.82

(3VA/FT2)(1570FT2) = 4,710

(1.5KW)(3 SMALL APPL) = 4,500

2 FRIDGES = 1,200

DRYER = 5,000

2 RANGES = 24,000

WATER HEATER = 4,500

TOTAL VA = 45,410

10,000 @ 100% 10,000 35,410 @ 40% 14,164

HEAT *23,920 @ 100% 23,920

TOTAL VA = 48.084

* HEAT VALUE IS ASSUMING CENTRALIZED ELECTRIC

HEAT, ACTUAL DRAW MAY BE LOWER BASED ON THE

HEAT SOURCE(S) USED. DO NOT DROP BREAKER OR

FEEDER SIZES FROM THOSE SHOWN.

LARGE BUNKHOUSE (EXISTING AND FUTURE)

THIS EXISTING BUNKHOUSE IS CURRENTLY FED WITH

A 200 AMP FEEDER AND MAIN DISCONNECT

PANELBOARD. EXISTING HEATING IS PROVIDED BY

MORE THAN 4 SEPARATELY CONTROLLED HEATERS.

FEEDER SHALL BE SIZED FOR 225 AMP SHOWN

CONNECTING TO THE EXISTING 200 AMP

PANELBOARD.

FUTURE LARGE BUNKHOUSE IS PROPOSED TO BE

THE SAME AS THE EXISTING LARGE BUNKHOUSE.

FUTURE TRAILER PARK

UP TO EIGHT 50 AMP, 120/240V, RV PEDESTALS MAY

BE INSTALLED ON THE CIRCUIT.

NEW SMALL BUNKHOUSE FLOORPLAN

MAY BE ROTATED, MIRRORED, OR MIRRORED AND ROTATED,

COORDINATE WITH SITE PLANS - NO SCALE

SHOWN FOR FEEDER CONNECTION POINTS. BUILDING AND

PLACEMENT N.I.C.

ELECTRICAL INSTALLATION

1. COORDINATE WITH IDAHO POWER FOR THE INSTALLATION OF TWO 600 AMP, 120/240V

SERVICES IN THE LOCATIONS SHOWN ON THE DRAWINGS. THE ACTUAL LOCATION

MAY VARY NOT MORE THAN 15 FEET IN ANY DIRECTION TO ACCOMMODATE

OBSTRUCTIONS.

1.1. THE CONTRACTOR SHALL PAY ALL CONNECTION AND OTHER FEES FOR THESE

CHANGES AND MAY OPT TO PROVIDE ITEMS AS ALLOWED BY IDAHO POWER TO

REDUCE COSTS.

2. INSTALL EQUIPMENT AS SHOWN WITH FEEDERS AND HOUSE KEEPING PADS,

INCLUDING ALL BREAKERS SHOWN. SEE SITE PLAN SHEETS C-00 AND C-02.

2.1. FEEDERS SHALL BE SIZE 2 CONDUIT, 3 #4/0 & 1 #4 GROUND, BURY 24 INCHES

MINIMUM. SEE SPECIFICATIONS FOR ALLOWED TYPES.

2.2. INSTALL SWITCHBOARD "SW" WITH TWO CONDUIT SWEEP STUB-OUTS FOR

FUTURE FEEDERS (CKTS 2 AND 3); ONE TO THE WEST, ONE TO THE EAST.

2.3. INSTALL SWITCHBOARD "SE" WITH TWO CONDUIT SWEEP STUB-OUTS FOR

FUTURE FEEDERS (CKTS 5 AND 6), BOTH TO THE EAST. ADDITIONALLY 4 SWEEPS

TO FUTURE BUNKHOUSES 1 THROUGH 4.

2.4. OPTIONAL BID ITEM C: FEEDERS FOR THE 4 FUTURE BUNKHOUSES FROM THE

SWEEPS ON.

2.5. CONDUIT (LONG) SWEEPS SHALL BE SIZE 2, TO 24" MINIMUM BELOW GRADE WITH

BOTH ENDS CAPPED (REMOVABLE), AND EXTEND A MINIMUM OF 3 FEET (1

METER) BEYOND THE EDGE OF THE HOUSE KEEPING PAD.

2.5.1. PERMANENTLY MARK OR IDENTIFY THE DIRECTION OF THE STUB-OUT.

3. SEE PANELBOARD LOCATIONS FOR PROPOSED BUNKHOUSES BELOW. COORDINATE

FEEDER TERMINATIONS WITH PROPOSED PANELBOARD LOCATION. SEE BELOW.

3.1. (FUTURE, CIRCUITS 1-4 SWITCHBOARD SE) BUNKHOUSE FEEDER TERMINATIONS

SHALL BE IN MINIMUM OF 24x36x18"DEEP HANDHOLES LOCATED 5 TO 7 FEET

FROM THE LOCATION OF THE FUTURE PANELBOARDS. COIL A MINIMUM OF 20

FEET OF EXCESS FEEDER CONDUCTORS FOR FUTURE TERMINATIONS.

4.

5. N.I.C.: COORDINATE WITH STARLIGHT AND CONTRACTING OFFICER (GOVERNMENT

TO GET APPROVAL FROM OCIO BEFORE INSTALLATION) FOR THE INSTALLATION OF

INTERNET SERVICE TO EACH NEW BUNKHOUSE WITH PLANS FOR 2 FUTURE SMALL

BUNKHOUSES, ONE LARGE BUNKHOUSE, AND AN EMPLOYEE RV TRAILER PARK.

5.1. N.I.C.: INSTALLATION WORK TO BE DONE BY OTHERS.

5.1.1. N.I.C.: FIBER SERVICE ENTRANCES MAY BE DONE AT ANY LOCATION

APPROVED BY THE CONTRACTING OFFICER ON THE BUILDINGS.

5.1.2. N.I.C.: COPPER ENTRANCES SHALL BE WITHIN 5 FEET OF THE ELECTRICAL

FEED AND DISCONNECT OF THE BUILDINGS.

5.2. N.I.C.: IF OCIO DOES NOT APPROVE, THE CONTRACTING OFFICER SHALL DIRECT

THIS CONSTRUCTION COORDINATION BE REMOVED FROM THE CONTRACT.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 /24

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R-4

INTERMOUNTAIN REGION

McCALL ADMIN

SITE HOUSING

UTILITIES AND

DEMOLITION

PROJECT

PAYETTE NATIONAL

FOREST

McCALL DISTRICT

UPSTAIRS ELECTRIC

AND DISTRIBUTION

SYSTEM

06/03/2024

S.BROWN

S.BROWN

R.ANDERSON

E200 33 36

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6" MIN. COMPACTED CRUSHED

AGGREGATE BASE, 3/4" MINUS, PLACED

ON COMPACTED NATIVE SOIL

6"

REINFORCEMENT WELDED MESH

CONCRETE SLAB

ACCESS HOLE(S) WITH

CONDUITS AND STUB-UPS

AS REQUIRED

ANCHORS INSTALLED PER SWITCHBOARD

INSTALLATION INSTRUCTIONS (TYPICAL OF 8

FOR SWITCHBOARD MOUNTING), SEE NOTE-3

WELDED STEEL WIRE

MESH, 6x6 W1.4 10 GA

LIGHTLY COMPACTED NATIVE

FILL OR AGGREGATE

FINAL GRADE, SEE NOTE 3

FINAL GRADE BUILDING

SIDE, SEE NOTE 3

4'-0"

4' -1

" M

IN

2"

SWITCHBOARD

6" M

IN

" M

IN

6"

MIN

6"

MIN

CONCRETE NOTES (ONLY IF NOT CALLED OUT IN THE SPECIFICATION

PACKAGE, SPECIFICATIONS OVERRIDE THIS NOTE)

1. COORDINATE WITH IDAHO POWER FOR LOCATIONS AND SIZES OF

SECONDARY SERVICE LATERAL CONDUITS.

2. CONCRETE MINIMUM REQUIREMENTS:

3750 PSI CONCRETE @ 28 DAYS MINIMUM

CLASS A CONCRETE:

6.5 BAGS/CY MINIMUM

MAXIMUM WATER/CEMENT RATIO - 5.5 GAL/BAG

COARSE AGGREGATE SIZE RANGE 1-1/2" TO #4 STANDARD OR 1" TO

#4 ALTERNATIVE

SLUMP RANGE: 1" TO 3" FOR STANDARD COARSE AGGREGATE AND

2" TO 4" FOR ALTERNATIVE AGGREGATE

REQUIRED ENTRAINED AIR: 4% TO 6%

3. POUR CONCRETE AT TEMPERATURE ABOVE 35° FAHRENHEIT KEEP

CONCRETE TEMPERATURE OVER 50° FOR 5 DAYS.

PLAN VIEW

A

HOUSEKEEPING PAD NOTES

SL

O

PE

HOUSEKEEPING PAD DETAIL

NOT TO SCALE

LOCATION AND ELEVATION OF SWITCHBOARD HOUSEKEEPING PAD WILL BE STAKED BY THE

CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

FEEDER (INCLUDING FUTURE) AND SERVICE CONDUITS SHALL BE IN PLACE BEFORE PAD

PREPARATION. COORDINATE WITH IDAHO POWER FOR LOCATIONS AND SIZES OF SECONDARY

SERVICE LATERAL CONDUITS. CONDUITS SHALL EXTEND A MINIMUM OF 4 INCH ABOVE PAD

UNLESS OTHERWISE IS REQUIRED BY POWER COMPANY OR IN SWITCHBOARD INSTALLATION

INSTRUCTIONS.

CONTRACTOR SHALL VERIFY THE DIMENSIONS OF THE SWITCHBOARD TO BE SUPPLIED PRIOR TO BEGINNING CONSTRUCTION. COORDINATE THE LOCATION OF ANCHOR BOLTS (8 MINIMUM UNLESS

8 WOULD REQUIRE NON-APPROVED MODIFICATION OF THE SWITCHBOARD, AND MORE ARE

REQUIRED AS NEEDED TO MEET SWITCHBOARD INSTALLATION INSTRUCTIONS), ELECTRICAL

CONDUITS, AND ACCESS HOLE(S) PER SWITCHBOARD INSTALLATION INSTRUCTIONS. PAD SIZE IS

BASED ON SWITCHBOARD SIZE AND SHALL BE ADJUSTED LARGER LARGER EQUIPMENT.

MECHANICALLY COMPACT SUB-GRADE PRIOR TO FORMING AND CONSTRUCTING CAST-IN-PLACE

CONCRETE PADS PER SPECIFICATIONS, OR SETTING PRECAST PADS. TRENCH BACKFILL SHALL BE

ROCK FREE EXCAVATED MATERIAL (2-INCH MINUS) TO THE SUBBASE DEPTH AND COMPACT IN

LAYERS TO AT LEAST 95% MAXIMUM DENSITY.

FINAL GRADE AROUND SLAB SHALL DRAIN AWAY FROM PADS A MINIMUM OF 2% (3H:1V MAXIMUM) FOR A MINIMUM OF 5 FEET IN ALL DIRECTIONS. EXCEPTION: IF WITHIN 15 FEET OF A BUILDING, THE SIDE CLOSEST TO THE BUILDING SHALL SLOPE EAST AND WEST FROM CENTERLINE BETWEEN

THEM FOR THE DISTANCE OF GRADING OVERLAP ONLY.

INSTALL 0.5 INCH THICK, NON-SHRINKING MORTAR SEAL IN ACCESS HOLE(S) AROUND CONDUITS, WITH 0.25 INCH WEEP HOLES TO ALLOW DRAINAGE OF COLLECTED WATER. SEAL IS ON TOP OF

SUBGRADE AGGREGATE BASE AND SEAL SHALL NOT ENCASE OR BE ABOVE THE

REINFORCEMENT.

A

SECTION A-A

NOT TO SCALE

NOTE-1.

NOTE-2.

NOTE-3.

NOTE-4.

NOTE-5.

NOTE-6.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 /24

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R-4

INTERMOUNTAIN REGION

McCALL ADMIN

SITE HOUSING

UTILITIES AND

DEMOLITION

PROJECT

PAYETTE NATIONAL

FOREST

McCALL DISTRICT

SWITCHBOARD

HOUSEKEEPING PADS (3

REQUIRED)

06/03/2024

S.BROWN

S.BROWN

R.ANDERSON

E300 34 36

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EXISTING BASEMENT SWITCHBOARD (REMOVE)

TYPE: SQUARE D SPEED-D [400 AMP] 120/240 VAC

1 PHASE

A.I.C.: ?

SELF STANDING

GROUNDING:

GROUND RODFEEDER: EXISTING FROM IDAHO POWER

CKT LOAD DESCRIPTION WATTS BREAKER AWG

LOAD

(WATTS)

A B

1 ? ? 225 AMP * #####

2 ? (and possibly the old wash house to be removed) ? 225 AMP * #####

3 ? ? 225 AMP * #####

4 ? ? 225 AMP * #####

5 ? ? 225 AMP * #####

6 ? (possibly only the 3 RV sites) ? 225 AMP * #####

LOAD DIVERSITY PER NEC 220.84(B) (43% of 10 Residences approximated at 80 amps each) AND 551.73 (80% of 3 at 12kw) - LOAD PER PHASE: 464 AMPS (no additional loads allowed) ##### #####

* PROPOSED BASEMENT SWITCHBOARD SCHEDULE

TYPE: SQUARE D SPEED-D [SB126IR, MEET IDAHO POWER

REQUIREMENTS, 600 AMP MAIN BREAKER AND I-LINE

DISTRIBUTION SECTION] 120/240 VAC

1 PHASE

A.I.C.: 65,000

SELF STANDING

GROUNDING: #4

CU GRD TO 2

GROUND RODS

AND TO REBAR IN

HOUSE KEEPING

PAD, SEE

SPECIFICATIONS

FEEDER: FROM IDAHO POWER, COORDINATE

PRIMARY/SECONDARY AS NEEDED AND COORDINATE

LOCATIONS AND PAY FEES

CKT LOAD DESCRIPTION WATTS BREAKER AWG

LOAD

(WATTS)

A B

1 ? (investigate and provide description) ? QDA22225 EX #####

2 ? (investigate and provide description) ? QDA22225 EX #####

3 ? (investigate and provide description) ? QDA22225 EX #####

4 ? (investigate and provide description) ? QDA22225 EX #####

5 ? (investigate and provide description) ? QDA22225 EX #####

6 ? (investigate and provide description) ? QDA22225 EX #####

7 LAUNDRY BUILDING 14555 QDA22200 3/0 14555

14555 14555

- 6 INCH EMPTY -

PREVIOUS LOAD + PROPOSED LOAD DEVERSIFIED (464A + 121A), LOAD PER PHASE: 585

AMPS #### ####

ELECTRICAL INSTALLATION (BASEMENT SITE)

1. COORDINATE WITH IDAHO POWER FOR THE REPLACEMENT OF THE EXISITNG

400 AMP SWITCHBOARD WITH THE PROPOSED 600 AMP, 120/240V

SWITCHBOARD SERVICE IN THE LOCATION SHOWN ON THE SITE PLANS.

1.1. THE CONTRACTOR SHALL PAY ALL CONNECTION AND OTHER FEES FOR

THIS CHANGES AND MAY OPT TO PROVIDE ITEMS AS ALLOWED BY IDAHO

POWER TO REDUCE COSTS.

2. BEFORE ORDERING CIRCUIT BREAKERS AND SWITCHBOARD: INVESTIGATE

AND DOCUMENT ALL 6 EXISTING CIRCUITS AS TO THE LOADS SERVED AND

CONDUCTOR SIZE AND TYPE. REPORT THE FOLLOWING CONDITIONS TO THE

CONTRACTING OFFICER:

2.1. ANY CONDUCTOR SIZE UNDER #4/0 CU OR 300 KCMIL AL, EXCEPT WHERE

PARALLELED PER NEC 300.3(B)(1) AND 310.10 AND LARGER THAN #1/0.

INCLUDE LOADS SERVED IN REPORT.

2.1.1. THESE REPORTED LOADS SHALL HAVE THE AMPERAGE OF THE

PROPOSED BREAKER CHANGED TO SMALLER AMPERAGE BREAKER

AT NO COST. HOWEVER, IF OTHER MITIGATING SOLUTIONS ARE

REQUESTED BY THE GOVERNMENT, COMPENSATION WILL BE

PROVIDED.

2.2. ANY CIRCUIT TAPS OCCURRING IN THE EXISTING SWITCHGEAR

INCLUDING AT THE BREAKERS. INCLUDE EACH FEEDER BRANCHES

LOADS SERVED INDIVIDUALLY.

2.2.1. THE CONTRACTOR MAY BE DIRECTED TO CHANGE BREAKER SIZE

(LOWER AMPERAGE) AT NO COST, AND INSTALL AN ADDITIONAL

BREAKER FOR THE TAP WITH COMPENSATION. OR, DIRECTED NO

CHANGES REQUIRED.

2.3. IF CUMULATIVE CHANGES RESULT IN SWITCHBOARD REQUIREMENT

CHANGES, COMPENSATION WILL BE PROVIDED.

2.4. ORDER THIS SWITCHBOARD AND BREAKERS AFTER ALL OF THESE

CONCERNS ARE MITIGATED.

3. REMOVE AND REPLACE EXISTING HOUSE KEEPING PAD AND SWITCHBOARD

AS SHOWN. EXISTING CIRCUITS TO BE REUSED/REWORKED/ EXTENDED AS

NEEDED TO NEW BREAKERS AS DIRECTED INCLUDING ANY CORRECTIONS

NOTED IN 2 ABOVE.

4. REMOVE EXISTING FEEDER (TAP?) TO OLD WASH HOUSE FROM POINT OF

ORIGIN. IT IS NOT EXPECTED THAT THERE ARE FED ANY LOADS

DOWNSTREAM FROM THIS CIRCUIT. IF ANY ARE DISCOVERED, THIS CHANGED

CONDITION SHALL BE REPORTED TO THE CONTRACTING OFFICER. INSTALL

SWEEP FOR PROPOSED LAUNDRY BUILDING. SEE SITE PLANS SHEETS C-00,

C-01, AND C-02.

5. OPTIONAL BID ITEM A: INCLUDES THE PROPOSED LAUNDRY BUILDING AND

FEEDER FROM NEW CONDUIT SWEEP OUT AND BREAKER IN SWITCHBOARD

CKT 7. BREAKER AND CONDUIT SWEEP ARE IN BASE BID.

* VERIFY PER NOTE 2 BEFORE ORDERING

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 /24

:2

7 S

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INTERMOUNTAIN REGION

McCALL ADMIN

SITE HOUSING

UTILITIES AND

DEMOLITION

PROJECT

PAYETTE NATIONAL

FOREST

McCALL DISTRICT

BASEMENT

SWITCHBOARD

REPLACEMENT

06/03/2024

S.BROWN

S.BROWN

R.ANDERSON

E210 35 36

REMOVE/REPLACE EXISTING

400 AMP WITH 600 AMP,

120/240V SWITCHBOARD

(METER #34434319S)

METER ON SWITCHBOARD

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PROPOSED LAUNDRY FLOORPLAN

DDDD

8'4'2'1'01'

D D D

C GFIC GFIC GFI

C

GF

I

GFI

A

PA

NE

L L

B B

SP

PC

M CKT-16

CKT-1,3

C

KT-10

C

KT-8

C

KT-6

C

KT-17,19

C

KT-13,15

C

KT-21,23

CKT-24

CKT-12

C

KT-24

W P

CKT-12

H

H

CKT-5,7

CKT-9,11

C GFIC

KT-10

D C

KT-25,27

LAUNDRY CALCULATIONS FOR SERVICE

LIGHTING

(1.3VA/FT2)(216FT2) = 280

HEATING = 6,000

WATER HEATER = 4,500

TOTAL VA = 10,780

RECEPTACLE LOADS

4 WASHERS @1200 = 4,800

4 DRYERS @5000 = 20,000

LAUNDRY RECEPT = 1,500

GENERAL RECEPTS = 360

SUBTOTAL VA = 26,660

RECEPTACLE DIVERSITY

10,000 @ 100% 10,000 16,660 @ 50% 8,330

TOTAL VA = 18,330

GRAND TOTAL = 29,110 OR 121 AMPS

PROPOSED LAUNDRY FLOORPLAN

DDDD

GENERAL LEGEND

LOAD CENTER/ PANELBOARD "X"

SAFETY DISCONNECT SWITCH, GENERAL DUTY.

FUSES MAY BE REQUIRED, SEE MANUFACTURERS

INSTALLATION INSTRUCTIONS

ELECTRIC HEATER, SEE SCHEDULE FOR TYPE,

MOUNTING, AND OTHER INFORMATION

LINEAR LUMINAIRE, TYPE "X", LOWER CASE LETTER

INDICATES SWITCH GROUP. MOUNTING STYLE:

SURFACE

LUMINAIRE, TYPE "X", LOWER CASE LETTER

INDICATES SWITCH GROUP. MOUNTING STYLE: WALL

SWITCH, PILOT - GLOWS WHEN LOAD IS ON

OCCUPANCY SENSOR, LINE VOLTAGE, PIR, CEILING

MOUNT

PHOTO CONTROL

RECEPTACLE, DUPLEX, "C" INDICATES TO SERVE

COUNTER/WORK TOP COORDINATE HEIGHT WITH

ARCHITECTURAL DRAWINGS

RECEPTACLE, GFCI

RECEPTACLE, GFCI WITH WEATHERPROOF COVER

RECEPTACLE, DRYER

X-# CIRCUIT TAG: "X" INDICATES PANEL, AND "#" IS THE

CIRCUIT NUMBER

BRANCH CIRCUIT: o - INDICATES GROUND, LONG LINE

- "NEUTRAL" OR "GROUNDED CONDUCTOR" AND THE

SHORT LINE - "HOT" OR "LINE" CONDUCTORS

PANEL X

H

X

X

SP

M

PC

GFI

WP

D

LUMINAIRE SCHEDULE

TYPE DESCRIPTION MANUFACTURER MODEL # LAMPS MOUNTING NOTES:

A WALL LED RABB LIGHTING SLIM ADJ LED WALL 82 CRI, 140Lm/W, BRONZE FINISH, SET AT 3000K AND 12 WATTS B LINEAR LED KENALL N1048 1 45L35K DCC DV 45W LED SURFACE CEILING 82 CRI, 106Lm/W

ELECTRIC HEATER SCHEDULE

TYPE DESCRIPTION MANUFACTURER MODEL # VOLT WATTS MOUNTING NOTES:

H FAN FORCED WALL HEATER BERKO FRC4027F 240 3KW RECESSED WALL SET AT 60°F

8'4'2'1'01'

PA

NE

L L

CKT-16

CKT-1,3

C

KT-10

C

KT-8

C

KT-6

C

KT-17,19

C

KT-13,15

C

KT-21,23

CKT-24

CKT-12

C

KT-24

CKT-12

CKT-5,7

CKT-9,11

LAUNDRY PROPOSED PANEL SCHEDULE

TYPE: SQUARE D [QO130M200PRB AND PK15GTA GROUND

BAR KIT]

120/240 VAC

1 PHASE

A.I.C.: 22,000

SURFACE MOUNT

SERVICE: UNDERGROUND FEEDER FROM

PROPOSED BASEMENT SWITCHBOARD. SZ 2C,

3#3/0 & 1#6 GND.

GROUNDING: INSTALL #6 CU GRD TO WATER PIPES, AND,

INSTALL GROUND RODS, SEE SPECIFICATIONS

CKT LOAD DESCRIPTION WATTS BREAKER AWG

LOAD

(WATTS) AWG BREAKER WATTS LOAD DESCRIPTION CKT

A B

1 WATER HEATER 2250 QO230 10 2250 NA QO2175SB SURGE ARRESTOR 2

3 2250 2250 4

5 EAST HEATER 1500 QO220 12 2700 14 QO115 1200 RECEPTACLE - SOUTH WASHER 6

7 1500 2700 14 QO115 1200 RECEPTACLE - MIDDLE WASHER 8

9 SOUTH HEATER 1500 QO220 12 2700 14 QO115 1200 RECEPTACLE - NORTH WASHER 10

11 1500 2700 14 QO115 1200 RECEPTACLE - NORTH WASHER 12

13 WEST DRYER 2500 QO230 10 4000 14 QO120 1500 RECEPTACLE EAST WALL 14

15 2500 2860 14 QO115 360 RECEPTACLES - EXTERIOR AND WEST WALL 16

17 MIDWEST DRYER 2500 QO230 10 2500 18

19 2500 2500 20

21 MIDEAST DRYER 2500 QO230 10 2500 22

23 2500 2602 14 QO115 102 LIGHTS 24

25 EAST DRYER 2500 QO230 1027 2500

TOTAL LOAD (WATTS): 37,262 or 155 A LOAD PER PHASE: (WATTS) 16650 15612

C

KT-10

C

KT-25,27

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 /24

:2

7 S

AB

RO

W

N X :\P

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OU

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NG

.20

\D W

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MC

CA

LL

LA

UN

DR

YE

LE

CT

.D W

G

R-4

INTERMOUNTAIN REGION

McCALL ADMIN

SITE HOUSING

UTILITIES AND

DEMOLITION

PROJECT

PAYETTE NATIONAL

FOREST

McCALL DISTRICT

LAUNDRY BUILDING

ELECTRIC

06/03/2024

S.BROWN

S.BROWN

R.ANDERSON

E400 36 36

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