C T E G N I T R O D E D H E S 0 N T .0 I IN L 8A 1 G S 8 N ... › mdot › contractors › projects...

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435

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NOTES:

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7.) All Steel shown in Plans Shall be Galvanized Unless Noted Otherwise.

Resident

Exact Location of Building and Elevations to be Determined in Field by

6.) Building Location and Elevations Shown are Approximate.

Determined in the Field by the Resident.

be Stock Piled on Site for Future use. Exact Location of Stock Pile Shall be

as Approved by the Resident. All excavated Material Unsuitable for Reuse Shall

Suitable for Reuse, the Contractor may use the Excavated Material For Backfill

5.) During Construction, if it is Determined that there is excavation Material

Incidental to Salt Shed Building.

4.) Payment for Excavation and Backfill, Including Gravel, Shall be Considered

and Related Work Shall be Considered Incidental to the Salt Shed Building.

Load Center of the new Building. Payment for Electrical Supply, Conduit Installation

Runs of 1/0 Aluminum Cable and 1 run of #6 Aluminum Ground Cable From the

by the Resident Engineer. The Contractor will be Required to Provide and Pull 3

The Actual Location, Orientation, And Placement of the Conduit Shall be Determined

3.) Contractor will be Required to Excavate, Supply, Install, Backfill and Compact

Termination Shall be Determined in the Field by The Resident Engineer.

Southwest Corner of the proposed Salt Shed. Exact Location of the Underdrain

2.) Underdrain Termination will be located approximately 75' Southwest of the

by Contractor at no Additional Cost to Maine DOT.

1.) Pavement Damaged due to Excavation and Construction is to be Replaced

Existing Building

Existing Building

GENERAL PLAN1" = 25'-0"

Existing

Building

Proposed

Salt Shed

(40'x50')

5'-0" ±

10'-0" ±

60'-0"

30'-0"

(Typ.)

Har

mony Road

CALDERWOOD ENGINEERINGPH. (207) 737-2007 FAX (207) 737-2008

RICHMOND, ME 04357

222 RIVER ROAD

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450

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FE

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FE

B

202

0

16'-8"16'-8"16'-8"

50'-0"

53'-6"

13'-9"

16'-6"

14'-3"

40'-0"

20'-0"

20'-0"

C.J.C.J.

C.J. C.J.

44'-0"

12'-0"

16'-0"

3'-9"

3'-6"

4'-9"

O.H.

DO

OR

OP

ENIN

G

SPACED AS SHOWN. SEE DETAIL SHEET #7

INSTALL (4) GALVANIZED PIPE BOLLARDS

1'-6"

TYP.

PA

SS

AG

E

DO

OR

OP

ENIN

G

A5

A5

FOUNDATION PLAN…" = 1'-0"

A

A

7

7

A9

A9

ELEVATION 439.25

HIGH POINT OF SLOPED CORNERS.

FACE OF THE SIDEWALL AS INDICATED.

APPROXIMATELY 20FT ALONG THE INSIDE

CLARIFICATION. FLOOR SHALL BE LEVEL FOR

TO PREVENT POOLING. SEE SHEET #7 FOR

SLOPED TOWARD THE O.H. DOOR OPENING

WHERE THE FINISH FLOOR IS TO BE

SHADED CORNERS REPRESENT AREAS

1'-0

" Wall

(Typ.)

SEE DETAIL SHEET #6

CONTROL JOINT (C.J.)


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A A A

A

8

8

A10

A10

6 6

C.J. C.J.

C.J. C.J.

C.J.

#4

Bars

@ 18

"

Top

&

Botto

m

#4

Bars

@ 18

"

Top

&

Botto

m

#5 U-Bar Stirrup @ 3'-0" Spacing

#5

U-B

ar Stirrup

@ 3'-0" Spacin

g

#5 U-Bar Stirrup @ 3'-0" Spacing

#5

U-B

ar Stirrup

@ 3'-0"

Typ. Ea. Corner

6,8, and 10 For Spacing.

#5 L-Bars, See Sheets

FOUNDATION PLAN

Note: Horizontal Reinforcing Steel in

Foundation Wall not Shown See Sheets

6, 8, and 10 for Details not Shown Here

…" = 1'-0"

#5 Bars @ 12" Spacing O.C. (Top & Bottom)

Typ. Each Corner

(1) Top & (1) in Bottom of Footing

(2) Additional #5 L-Bars

#5

Bars

@ 12

" Spacin

g

O.C. (T

op

&

Botto

m)

#5

Bars

@ 12

" Spacin

g

O.C. (T

op

&

Botto

m)

#5 Bars @ 12" Spacing O.C. (Top & Bottom)

#4 Bars

@ 18" T&B

#4 Bars @ 18"

Top and Btm

Set of (1) #5 L-Bar and (1) #4 Bar @ 12" Spacing O.C. F.F.

Set of (1) #4 L-Bar and (1) #4 Bar @ 12" Spacing O.C. N.F.

Set of (1) #5

L-B

ar and (1) #4

Bar

@ 12

" Spacin

g

O.C. F.F.

Set of (1) #4 L-B

ar and (1) #4

Bar

@ 12

" Spacin

g

O.C.

N.F.

Set of (1) #5 L-Bar and (1) #4 Bar @ 12" Spacing O.C. F.F.

Set of (1) #4 L-Bar and (1) #4 Bar @ 12" Spacing O.C. N.F.

Set of (1) #5

L-B

ar and

(1) #4

Bar

@ 12

" Spacin

g

O.C. F.F.

Set of (1) #4 L-B

ar and

(1) #4

Bar

@ 12

" Spacin

g

O.C.

N.F.

Set of (1) #5

L-B

ar and (1) #4

Bar

@ 12

" Spacin

g

O.C. F.F.

Set of (1) #4 L-B

ar and (1) #4

Bar

@ 12

" Spacin

g

O.C.

N.F.

#4 L-B

ars

@ 12

" O.C. E.F.


RICHMOND, ME 04357

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LlCENSED

14'-9"

10'-0"

ExteriorExterior InteriorInterior

by Contractor

4" HMA

Subbase

12" Aggregate

Slope ‚"/ Ft.

by Contractor

4" HMA

Subbase

12" Aggregate

6'-0"

3'-0"1'-0"2'-0"

5

B SIDEWALL SECTION•"= 1'-0"

on Interior

3" Chamfer typ.

Granular Borrow

1'-0" Compacted

Limits Typ.

Granular Borrow

1'-3

"9'-6"

@

South

Wall (

End

wall)

9'-0"

@

North

Wall (

Entr

y)

4'-0"

@

End

wall

4'-6"

@

Entr

y

Wrap in Non-Woven Geotextile

AASHTO M-252 w/ 12" of ƒ" Stone.

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FE

B

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FE

B

202

0

9'-6"

4'-0"

1'-3

"

9'-0"

4'-6"

1'-3

"

13'-6"

14'-9"

Elev. 438.25

Elev. 447.75

Elev. 438.75

@ O.H. Door

Elev. 439.00

@ Inside Wall

Elev. 439.25

Elev. 439.5

53'-6"

50'-0"

16'-8"16'-8"16'-8"

(12) Sp. @ 4'-0" = 48'-0" (13) Anchors

Finish Floor

Finish Grade

Control Joint Control Joint

B5

B5

5 …"= 1'-0"

A SIDEWALL ELEVATION

Elev. 434.25

Elev. 433.00


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LlCENSED


#4

Bars

@ 1'-6

" O.C. E.F.

Alternate Break

@

C.J.

#5

L-B

ar

@ 1'-6

" (N.F.) T

yp.

@

Each Corner

Joint" Detail This Sheat. (Typ.)

See "Weakened Plane Control

…" = 1'-0"

B

B

6

6

A SIDEWALL REINFORCING ELEVATION6

#5

L-B

ar

@ 1'-6

" (F.F.) T

yp.

@

Each Corner

of Footing (Typ. @ Each Corner)

(2) #5 L-Bars (1) Top, (1) Bottom

O.C. Top & Btm

#4 Bars @ 18"

#4 Bars @ 12" O.C. Each Face

#5 U-Bars @ 3'-0" Spacing

#5 L-Bars @ 12" O.C. Far Face

#5 Bars @ 12" O.C. Top & Bottom

#4 L-Bars @ 12" O.C. Near Face

2'-6" Lap

4'-0"

Stirrup @ 3'-0"

#5 U-Bar Stirrup

ExteriorExterior

3"

Clr.

•" = 1'-0"

B SIDEWALL SECTION

6

3" Clr. (Typ.)

#5 Bars @ 12" O.C. T&B

4'-0"

Min.

#4 Bars @ 18"

O.C. T&B

#5 L-Bars @ 12" O.C. F.F.

O.C. E.F.

#4 Bars @ 12"

#4

Bars

@ 18

" O.C. E.F.

2'-6"

Min. Lap

InteriorInterior

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FE

B

202

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FE

B

202

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Joint Locations

Wall Form for Full Height @ Control

Install 1" Chamfer on Each Side of

@ Control Joint Locations

Piece of Horizontal Reinforcing Steel

Cut or Butt Every Other

Clean Out Chamfer and Fill Joint Flush W/

Face of Wall Using Sikaflex IA or Equivalent

on the Inside Face of Wall and on the Outside

Face From 6" Below Finish Grade to Top of Wall

WEAKENED PLANE CONTROL JOINT1•" = 1'-0"


RICHMOND, ME 04357

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LlCENSED

6'-0"


by Contractor

4" HMA

Subbase

12" Aggregate

Slope ‚"/ Ft.

by Contractor

4" HMA

Subbase

12" Aggregate

4'-0"

1'-6"1'-0"1'-6"Non-Woven Geotextile

W/ 12" of ƒ" Stone. Wrap in

meeting AASHTO M-252

7 •"= 1'-0"

4'-9"

1'-3

"

Elev. 439.00

C SECTION @ OVERHEAD DOOR

Limits Typ.

Granular Borrow

Granular Borrow

1'-0" Compacted

1'-3

"4'-6"

9'-0"

14'-9"

13'-6"

3'-9"3'-6"4'-9"

12'-0" 12'-0"16'-0"

40'-0"

44'-0"

2'-0" 2'-0"

Elev. 433.00

Elev. 434.25

Elev. 438.75

Elev. 439.25Elev. 439.00


Finish Grade

Floor

Finish

Elev. 447.75

C

C

7

7

7 …"= 1'-0"

A FRONT WALL ELEVATION

B

B

7

7

Space to Avoid Studs

4'-0"

4'-0" Pipe Bollard, Fill and Top with Concrete

Finish Grade

4"

HM

A

Encasement

•"= 1'-0"

PIPE BOLLARD DETAIL

3"

14'-9"


by Contractor

4" HMA

Subbase

12" Aggregate

Slope ‚"/ Ft.

by Contractor

4" HMA

Subbase

12" Aggregate

4'-0"

1'-6"1'-0"1'-6"Non-Woven Geotextile



7 •"= 1'-0"

13'-6"

1'-3

"

B FRONTWALL SECTION

Limits Typ.

Granular Borrow

Granular Borrow

1'-0" Compacted

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FE

B

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RICHMOND, ME 04357

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LlCENSED

ExteriorExterior

Stirrup @ 3'-0"

#5 U-Bar Stirrup

InteriorInterior

3"

Clr.

•" = 1'-0"

B FRONT WALL SECTION

8

#5 Bars @ 12" O.C. T&B

3" Clr. (Typ.)

4'-0"

Min.

#4

Bars

@ 18

" O.C. E.F.

2'-6" Lap

@ 12" O.C. E.F.

#4 L-Bars

@ 12" O.C. F.F.

#5 L-Bars

#4 Bars @ 18"

O.C. T&B

Stirrup @ 3'-0"

#5 U-Bar Stirrup

3"

Clr.

•" = 1'-0"

C OVERHEAD DOOR SECTION

8

#5 Bars @ 12" O.C. T&B

3" Clr. (Typ.)

#4 L-Bars @ 12" O.C. E.F.

the Garage Door Opening (Typ. Both Sides)

Welded @ 2'-0" O.C. for the Width of

Galvanized L4x4x‚ w/ A #4 Bar

#4 Bars @ 18"

O.C. T&B

#4

Bars

@ 18

"

O.C. E.F.

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FE

B

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FE

B

202

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Control JointControl Joint

8 …"= 1'-0"

A FRONT WALL ELEVATION

#4

Bars

@ 1'-6

" O.C. E.F.

Alternate Break

@

C.J.

#5

L-B

ar

@ 1'-6

" (N.F.) T

yp.

@

Each Corner


Typical Each Face

Galv. L4x4X‚" See Section, C

8

C

8

B

8

B

8

#5

L-B

ar

@ 1'-6

" (F.F.) T

yp.

@

Each Corner

#4 L-Bars @ 12" O.C. N.F.

#4 L-Bars @ 12" O.C. E.F.

#5 Bars @ 12" O.C. Top and Bottom

of Footing (Typ. @ Each Corner)

(2) #5 L-Bars (1) Top, (1) Bottom

4'-0"

2'-6" Lap

O.C. Top & Btm

#4 Bars @ 18" Detail Sheet #6 (Typical)

See "Weakened Plane Control Joint"

#4 Bars @ 12" O.C. E.F.

#5 L-Bars @ 12" O.C. F.F.

#4 L-Bars @ 12" O.C. N.F. #5 L-Bars @

12" O.C. F.F.

#4 L-Bars @

12" O.C. F.F.

(Min.)

#4 Bars @

12" O.C. E.F.

#4 Bars @

12" O.C. E.F.


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Finish Floor

Finish Grade

Space Anchors to Avoid Studs

44'-0"

Elev. 432.25

Elev. 431.00

9'-6"

6'-0"

1'-3

"

15'-6"

16'-9"

Elev. 438.25

Elev. 439.5

40'-0"

2'-0" 2'-0"

Control Joint

Elev. 447.75

(19) Sp. @ 4'-0" = 36'-0" (10) Anchors

B

9

9

B

9 …"= 1'-0"

A BACK WALL ELEVATION

14'-9"

10'-0"

ExteriorExterior

InteriorInterior

by Contractor

4" HMA

Subbase

12" Aggregate

Slope ‚"/ Ft.

by Contractor

4" HMA

Subbase

12" Aggregate

7'-0"

3'-6"1'-0"2'-6"

Non-Woven Geotextile



9'-6"

4'-0"

1'-3

"

9 •"= 1'-0"

Elev. 438.25

5'-3"

8'-3"

Elev. 439.50

B BACKWALL SECTION

Granular Borrow

1'-0" Compacted

Limits Typ.

Granular Borrow

OF 13

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202

0

FE

B

202

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FE

B

202

0


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Finish Floor

Finish Grade

Control Joint

#5

L-B

ar

@ 1'-6

" (N.F.) T

yp.

@

Each Corner

#4

Bars

@ 1'-6

" O.C. E.F.

Alternate Break

@

C.J.

#4 L-Bars @ 12" O.C. Near Face

…" = 1'-0"

B

B

10

10

A BACK WALL REINFORCING ELEVATION10

#5 L-Bars @ 12" O.C. Far Face

#5 Bars @ 12" O.C. Top & Bottom

#5

L-B

ar

@ 1'-6

" (F.F.) T

yp.

@

Each Corner

4'-0"

2'-6" Lap

O.C. Top & Btm

#4 Bars @ 18"

of Footing (Typ. @ Ea. Corner)

(2) #5 L-Bars (1) Top, (1) Btm

#4 Bars @ 12" O.C. Each Face


3"

Clr.

ExteriorExterior

InteriorInterior

Stirrup @ 3'-0"

#5 U-Bar Stirrup

•" = 1'-0"10

B BACKWALL SECTION

#5 Bars @ 12" O.C. T&B

3" Clr. (Typ.)

4'-0"

Min.

#4

Bars

@ 18

" O.C. E.F.

#5 L-Bars @ 12" O.C. F.F.

#4 Bars @ 12" O.C. E.F.

#4 Bars @ 18"

O.C. T&B

2'-6"

Min. Lap

OF 13

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FE

B

202

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FE

B

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0


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SHEET NUMBER

11

SHEET NUMBER

PR

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OR:

222 RIV

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H/F

X (207)7

37-2

007/(207) 737-2

008

ST

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E D

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9099

BJ

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B

202

0

FE

B

202

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FE

B

202

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B11

11

Metal Roof

Mech. Seam

Everlast DL-150

Metal Siding

Everlast II,

Finish Grade

Finish Floor

A SIDEWALL ELEVATION‚" = 1'-0" *East Elevation Shown

‚" /Ft. ‚" /Ft.

@ 4'-0" O.C.

2x6 Solid Blocking

@ 16" O.C.

2x6 Studs

22'-0" To Botto

m of Truss

as Recommended by Manufacturer

Lateral Bracing Between Trusses

See Notes, Sheet 12

W. Forrest Green Finish, or Equivalent.

Everlast "DL-150" Mech. Seam Metal Roofing

See Roof Detail, This Sheet

or Approved Equal.

Over 30# Roofing Felt and †" Advantech

W. Patina Green Finish, or Equivalent

Use Everlast II Metal Siding

This Sheet

See Wall Detail

B TYPICAL SECTION‚" = 1'-0"11

126

@ 4'-0" O.C.

to Opposite Corners

Entire Length of Building

2x6 Diagonal Bracing. Run Framed Truss @ 24" O.C.

1'-0"

2x NailerVerify Loads with Truss Manufacturer

Hurricane Tie Model H1 (or Approved Equal).

Secure with Simpson Strong Tie

Ventilated Soffit

White Vinyl

1x Fascia Board

Leave a 1" G

ap

(or Vinyl or Aluminum Wrap)

Drip Notch and Eave Trim

Roofing Manufacturers

ROOF DETAIL2"= 1'-0"

or approved equal

roofing felt and †" Advantech

patina green finish and 30#

Everlast II metal siding w.

6"

3"

3" Chamfer (Typ.)

@ 4'-0" O.C.

WALL DETAIL2"= 1'-0"

6"

Min. E

mbed

ment

Sill Ê Gasket

Rigid Foam

2x6 Sole Plate

2x6 PT Sill Plate

Sheathing

Metal Siding

2"±


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SHEET NUMBER

12

SHEET NUMBER

PR

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AR

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OR:

222 RIV

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D,

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4357 P

H/F

X (207)7

37-2

007/(207) 737-2

008

ST

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9099

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FE

B

202

0

FE

B

202

0

FE

B

202

0

Plywood

2x6 Framing

Concrete Foundation Wall

DOOR JAMB DETAIL2" = 1'-0"

W/ 30# Roofing Felt or Approved Equal

Separate All Wood From Concrete

Metal Siding

Door Assembly. Use Pressure Treated Wood

for the Mounting of the Overhead

Build up Door Jamb as Req'd

by Others

End Gable Truss

126

Each 2x10

Board Between

w/ •" Advantech

(3) 2x10 Header

16' Width x 18' Height Opening

for Overhead Door

Passage Door

3'-0" x 6'-8"

Opening for

Headers

(3) 2x8

or Approved Equal

†" Advantech

O.C. Typ.

2x6 @ 16"

4'-0" O.C. Typ.

Blocking @

2x6 Solid

Advantech or Approved Equal.

Over 30# Roofing Felt and †"

Patina Green Finish, or Equivalent

Use Everlast II Metal Siding w/

FRONT (NORTH) WALL FRAMING‚" = 1'-0"

W. Forest Green Finish, or Equivalent.


Ring Shank Nails

Fasten w/ Galv.

†" T&G O.S.B.

This Sheet (Typical)

See "Door Jamb Detail"

Rigid Foam Sill Ê Gasket

Placed on top of

Each Side

Framing on

(2) 2x6

Space to Avoid Studs

Anchors @ 4'-0" ±

‚" = 1'-0"

Approved Equal.

and the Outside with †" Advantech or

the Bottom Chord of the Gable end Truss,

with Pressure Treated †" ply up to

Sheath the Inside of the Backwall

Advantech or Approved Equal.

Over 30# Roofing Felt and †"

Patina Green Finish, or Equivalent

Use Everlast II Metal Siding w/O.C. Typ.

2x6 @ 16"

4'-0" O.C. Typ.

Blocking @

2x6 Solid

126

END (SOUTH) WALL FRAMING

W. Forest Green Finish, or Equivalent.


Ring Shanked Nails

Fasten w/ Galv.

†" T&G O.S.B.

Rigid Foam Sill Ê Gasket

Placed on top of

Airmaster HA36KA or Equivalent

Exhaust Fan w/ Intake Louver.

Framing For Wall Mounted

(by Others)

End Gable Truss

Space to Avoid Studs.

Anchors @ 4' ±


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SHEET NUMBER

13

SHEET NUMBER

PR

EP

AR

ED F

OR:

222 RIV

ER R

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RIC

HM

ON

D,

ME 0

4357 P

H/F

X (207)7

37-2

007/(207) 737-2

008

ST

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F M

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E D

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9099

FO

UN

DA

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AN

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B

202

0

FE

B

202

0

FE

B

202

0

s

s

s

s

s

12'-6"25'-0"12'-6"

10'-0"

20'-0"

10'-0"

OHD

M

WP

WP

(100 AMP)

Load Center

Weatherproof

Passage Door

WEATHERPROOF SWITCH

WEATHERPROOF COVER

GFCI RECEPTACLE W/

OVERHEAD DOOR OPERATOR

EXHAUST FAN

W/ PHOTOCELL AND SWITCH

EQUIV. TO LITHONIA D-SERIES SIZE 3

LED FLOOD LIGHT

M

WP

s

H.E. Williams, 5" Deep, Fully Enclosed

Industrial Light Fixture.

Model #92-8-454T5H-A-EB2/2-SSLATCH-SSMB

W/ Attached Hubbell Fixture Mounted

Occupancy Sensors

ELECTRICAL LEGEND

ELECTRICAL FLOOR PLAN…" = 1'-0"

Power to be Installed Underground if Possible,

Contractor Shall Price as Such.

Contractor will be Req'd to Excavate, Supply, Install,

Backfill, and Compact per National Electrical Code (NEC)

an Underground Conduit. See Sheet 2 for Details.

Conduit Shall be Installed Below Grade. Each end of the

Conduit Shall be Capped and protrude Above Finish Grade

by 2 Ft.

Fan on Backwall, OHD Opener and Lights Shall be

Wired and Hooked up for Power as Indicated

Suspend all Interior Lights a Min. of 1'-0" Below

the Bottom Chord of the Framed Truss


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C T E G N I T R O D E D H E S 0 N T .0 I IN L 8A 1 G S 8 N ... › mdot › contractors › projects...

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Transcript of C T E G N I T R O D E D H E S 0 N T .0 I IN L 8A 1 G S 8 N ... › mdot › contractors › projects...