Informational_Drawings.pdf

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls Typewritten Text

FOR INFORMATION ONLY

G6ODXBAH

Polygonal Line

G6ODXBAH

Polygonal Line

G6ODXBAH

Typewritten Text Option 1: Meeting Room Staining

G6ODXBAH

Typewritten Text Note:

Dividing trusses between Chapel and Meeting Room, and Meeting Room and Library will be considered part of the Meeting Room

G6ODXBAH

Polygonal Line

G6ODXBAH

Typewritten Text Base: Chapel Staining

G6ODXBAH

Option 2: Library Staining

12" 0 5’

SCALE.

INCH = 1 FOOT

94’-0"

1 : 4

FR57A101.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup

A1.01

AND FALLEN WALLS

AREAS OF RUBBLE

+/- 14 TO 16 FEET

+/- 14 FEET

+/- 11 FEET

+/- 14 FEET

+/- 11 FEET

+/- 16 FEET

+/- 16 FEET

+/- 14 FEET +/- 14 TO 16 FEET +/- 16 FEET

PARTIALLY COLLAPSED

GABLE END WALL

+/- 18 TO 20 FEET

+/- 14 FEET

+/- 2 FEET +/- 1 FEET +/- 1 FEET +/- 2 FEET +/- 3 FEET

+/- 14 FEET

+/- 14 FEET

+/- 3 FEET

+/- 10 FEET

+/- 3 FEET

+/- 14 FEET

EXISTING WALL

WOODEN POLE SUPPORTING

EXISTING +/- 20 FEET TALL

AND FALLEN WALLS

AREA OF RUBBLE

WALL BELOW

EXISTING STONE FOUNDATION

END WALL

EXISTING GABLE WITH CHIMENY

EXISTING GABLE WALL

+/- 32 FEET

T.O. EXISTING PEAK

+/- 14 TO 16 FEET

+/- 34 FEET

PEAK W/ CHIMNEY

T.O. EXISTING

+/- 28 FEET

EXISTING REMOVAL FLOOR PLAN

TRUE

EXISTING REMOVAL FLOOR PLAN

RUBBLE FILLED WALLS - TYP.

EXISTING CHALKSTONE AND

WHEN WORK IS COMPLETE.

VERIFY LOCATION AND REINSTALL

REQUIRED FOR ACCESS TO SITE.

(3) RAIL FENCING. REMOVE AS

EXISTING WOODEN POST AND

DO NOT DISTURB

ELEC. VAULT -

EXISTING CONC.

- DO NOT DISTURB

MONUMENT MARKER

EXISTING CONC.

- DO NOT DISTURB

AND GOVT. SIGNAGE

EXISTING MONUMENT

RELATIVE TO THE TOP OF THE EXISTING FOUNDATION WALLS.

CEMENTITIOUS COATING, ARE APPROXIMATE AND HEIGHTS ARE

AND RUBBLE FILLED WALLS THAT HAVE BEEN COVERED WITH A

7. ELEVATIONS ARE TO THE TOP OF EXISTING CHALKSTONE

EXISTING CONDITIONS.

DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS AND

NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE OF ANY

CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL

6. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

BUILDING RUBBLE.

BE PLACED WHERE INDICATED AND SEPARATED FROM ANY

EXISTING STONES OR STONE RUBBLE. EXCAVATED SOIL SHALL

5. DO NOT MIX ANY SOIL FROM EXCAVATION FOR PIERS WITH ANY

OR PARTIALLY INTACT.

BE TAKEN NOT TO BREAK ANY EXISTING STONES THAT ARE WHOLE

CONTRACTING OFFICER’S REPRESENTATIVE. GREAT CARE SHALL

MATERIAL ON THE SAME SITE WHERE DIRECTED BY THE

AS REQUIRED TO DRILL NEW PIERS. RELOCATE REMOVED RUBBLE

4. MATERIAL MAY BE REMOVED FROM EXISTING RUBBLE PILES ONLY

EXISTING WALLS OR FOUNDATION. SEE SPEC SECTION 01200.

VIBRATIONS NEAR THAT COULD DAMAGE OR OR DISTURB THE

WITH THE CHAPEL WALLS AND STRUCTURE, OR CAUSE EXCESSIVE

3. THE CONTRACTOR SHALL NOT BUMP, AND AVOID ANY CONTACT

CAPPED WITH A 1" TO 3" CEMENTITIOUS COATING.

2. EXISTING WALLS AND TOPS OF WALLS HAVE BEEN PREVIOULSY

SUSCEPTIBLE TO DAMAGE.

IN IT’S CURRENT CONDITION, IT IS FRAGILE AND

LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES.

1. THE FORT RANDALL CHAPEL IS A HISTORIC RUIN AND IS

GENERAL NOTES:

Designed by:

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls

FOR INFORMATION ONLY

SCALE.

INCH = 1 FOOT

FLOOR PLAN

FR57A102.DGN

X

4524 )

Bernard R. Gorup FLOOR PLAN

1 :4

A1.02

A1.02 A15.01A1.02 A5.01

FILL WALLS - TYP.

STONE AND RUBBLE

EXISTING CHALK

TR

U

E

ABOVE - SEE STRUCT.

AND TIMBER TRUSSES

NEW CONCRETE COLUMNS

OVERHANG ABOVE - TYP.

LINE OF ROOF

SUPPORT POSTS - TYP.

4" x 4" CEDAR DOWNSPOUT

AND INFORMATION ON PIERS AND COLUMNS.

2. SEE FOUNDATION PLAN S1.01 FOR ADDITIONAL DIMENSIONS

EXISTING WALLS FROM DAMAGE.

THIS CONTRACT. GREAT CARE SHALL BE TAKEN TO PROTECT THESE

UNDISTURBED AND UNDAMAGED THROUGHOUT THE DURATION OF

1. EXISTING STANDING "CHALK STONE" WALLS SHALL REMAIN

SLOPE AWAY FROM BUILDING - TYP.

CONCRETE SPLASHBLOCK

7-1-03

RFP-3

FOR TILT-UP EXTENSION FROM DOWNSPOUT TO DRAIN INTO IT.

BE LOCATED BEYOND RUBBLE PILE AN ADEQUATE DISTANCE

TERMINATE ABOVE RUBBLE PILE. SPLASHBLOCK SHALL

WITH MINIMAL DISTURBANCE. DOWNSPOUT SHALL

SUPPORT POST MAY BE INSTALLED IN RUBBLE PILE

FOR TILT-UP EXTENSION FROM DOWNSPOUT TO DRAIN INTO IT.

BE LOCATED BEYOND RUBBLE PILE AN ADEQUATE DISTANCE

TERMINATE ABOVE RUBBLE PILE. SPLASHBLOCK SHALL

WITH MINIMAL DISTURBANCE. DOWNSPOUT SHALL

SUPPORT POST MAY BE INSTALLED IN RUBBLE PILE

RFP-3

- RFP-3 REVISED IN ACCORDANCE

6’-4"

6’-4"

1 2 3 4 5 6 7 8

A

B

C

D

E

13’-8" 13’-8" 13’-8" 7’-0" 10’-0" 10’-0"7’-0"10’-0"

RIDGE

R I D

G E

Designed by:

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls

SCALE.

INCH = 1 FOOT

ROOF PLAN

RIDGE RIDGE

FR57A301.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup ROOF PLAN

1:4

A3.01

A3.01 A8.01

A3.01A8.01

A3.01 A8.01

TYP.

TYP.

TYP.

VALLEY

VALLEY

A3.01 A8.01

TYP.

T Y

P

S L

O P

E

P

S L

O P

E

A3.01 A5.01

A3.01 A15.01

A3.01 A8.01

TYP.

P

S L

O P

E

P

S L

O P

E

16:12 - TYP.

SLOPE

16:12 - TYP.

SLOPE

16:12 - TYP.

SLOPE

16:12 - TYP.

SLOPE

TR

U

E

RIDGE

3’-0"

TYP.

OVER 2" x 4" T&G DECKING

ASPHALT SHINGLE ROOFING

3" x 4" DOWNSPOUTS - TYP.

METAL GUTTERS AND

IS AN OPTION. DETAILS CAN BE FOUND ON DRAWING A8.02.

1. CEDAR SHAKE ROOFING AND COPPER SHEET METAL FLASHING

OPTION NOTES:

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

1 2 3 4 5 6 7 8

A

B

C

D

E g6edxsls Typewritten Text g6edxsls Typewritten Text g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls Typewritten Text

FOR INFORMATION ONLY

SCALE.

INCH = 1 FOOT

EAST ELEVATION

12" 0 5’

SCALE.

INCH = 1 FOOT

WEST ELEVATION

EXISTING BRICK CHIMNEY BEYOND

CONCRETE COLUMNS BEYOND

1 : 4

FR57A401.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup BUILDING ELEVATIONS

A4.01

T .O

E X I S

T

W A

L

E A

V

SHOWN FOR CLARITY

& RUBBLE WALLS - JOINTS NOT

EXISTING CHALKSTONE VENEER

A C E B D E D C B A

CEDAR FASCIA - TYP.

BEYOND - SEE STRUCT.

WOOD TIMBER TRUSS

FORM LINES. THIS IS TYPICAL FOR ALL COLUMNS.

COLUMNS SHALL BE LIGHTLY SANDBLSATED TO REMOVE

TO MATCH THE COLOR OF THE EXISTING CHALKSTONE. ALL

1. ALL CONCRETE FOR COLUMNS SHALL BE INTEGRALLY COLORED

.O

T R

U S

S

S

S

R

T .O

E X I S

T

C H I

M N

E Y

T .O

E X I

W

B

Y O

N D

DECKING - SLOPE OF 16:12 - TYP.

SHAKE OPTION) ON 2" x 4" T&G

ASPHALT SHINGLE ROOF (CEDAR

AND DOWNSPOUTS - TYP.

SHEET METAL GUTTERS

DETAILS CAN BE FOUND ON DRAWING A8.02.

1. CEDAR SHAKE ROOFING AND COPPER SHEET METAL FLASHING IS AN OPTION.

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls Typewritten Text

FOR INFORMATION ONLY

SCALE.

INCH = 1 FOOT

EXISTING BRICK CHIMNEY BEYOND

CONCRETE COLUMNS BEYOND

NORTH ELEVATION

1 : 4

FR57A402.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup BUILDING ELEVATION

A4.02

SHOWN FOR CLARITY

& RUBBLE WALLS - JOINTS NOT

EXISTING CHALKSTONE VENEER

T .O

M A

S O

N R

I

T .O

M A

S O

N

.O

C H I

M N

1 2 3 4 5 6 7 8

CEDAR FASCIA - TYP.

BEYOND - SEE STRUCT.

WOOD TIMBER TRUSS

T .O

T R

U S

S

S

R

DECKING - SLOPE OF 16:12 - TYP.

SHAKE OPTION) ON 2" x 4" T&G

ASPHALT SHINGLE ROOF (CEDAR

FORM LINES. THIS IS TYPICAL FOR ALL COLUMNS.

COLUMNS SHALL BE LIGHTLY SANDBLSATED TO REMOVE

AND DOWNSPOUTS - TYP.

SHEET METAL GUTTERS

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls Typewritten Text

FOR INFORMATION ONLY

SCALE.

INCH = 1 FOOT

EXISTING BRICK CHIMNEY BEYOND

CONCRETE COLUMNS BEYOND

SOUTH ELEVATION

1 : 4

FR57A403.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup BUILDING ELEVATION

A4.03

T R

U

B

G

C O

L U

M N

T .O

E X I S

T

W A

SHOWN FOR CLARITY

& RUBBLE WALLS - JOINTS NOT

EXISTING CHALKSTONE VENEER

1 2 3 4 5 6 7 8

CEDAR FASCIA - TYP.

BEYOND - SEE STRUCT.

WOOD TIMBER TRUSS

T .O

P E

K

X I S

T

W A

L L

T .O

N

U

S

R

DECKING - SLOPE OF 16:12 - TYP.

SHAKE OPTION) ON 2" x 4" T&G

ASPHALT SHINGLE ROOF (CEDAR

FORM LINES. THIS IS TYPICAL FOR ALL COLUMNS.

COLUMNS SHALL BE LIGHTLY SANDBLSATED TO REMOVE

AND DOWNSPOUTS - TYP.

SHEET METAL GUTTER

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls Typewritten Text

FOR INFORMATION ONLY

SCALE.

INCH = 1 FOOT

1 : 4

FR57A501.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup

A5.01

T .O

E X I S

T

W A

SHOWN FOR CLARITY

& RUBBLE WALLS - JOINTS NOT

EXISTING CHALKSTONE VENEER

BUILDING SECTIONS

CEDAR FASCIA - TYP.

T .O

E X I S

T

M A

S O

N

G

B

N

T .O

E X I S

T

W A

E A

FOUNDATION WALL

EXISTING BOULDER

A5.01

7’-0"

- SEE STRUCT

ROOF PURLINS - TYP.

8" x 8" WOOD TIMBER

FOUNDATION - SEE STRUCT.

CONCRETE COLUMNS &

12" 0 5’

SCALE.

INCH = 1 FOOT

A5.01

A5.01 A8.01

A5.01 A8.01

A5.01 A8.01

A3.01

A1.02

A3.01

A1.02

16 TYP.

EL. 100’-0"

FOUNDATION ELEV.

FIN FLOOR & EXIST.

EXIST. CONJECTURAL

REFERENCE ELEVATION

ELEVATION VARIES

FINISH GRADE -

EXISTING FOUNDATION WALL

AT INTERIOR PERIMETER OF

EXISTING CONCRETE INFILL

D B A B C D E

BEYOND - SEE STRUCT

WOOD TIMBER TRUSS

BUILDING SECTION BUILDING SECTION

A5.01 A8.01

WINDOW OPENINGS - BEYOND

EXISTING DOOR AND

T .O

T R

U

S

R

FORM LINES. THIS IS TYPICAL FOR ALL COLUMNS.

COLUMNS SHALL BE LIGHTLY SANDBLSATED TO REMOVE

DECKING - SLOPE OF 16:12 - TYP.

SHAKE OPTION) ON 2" x 4" T&G

ASPHALT SHINGLE ROOF (CEDAR

& DOWNSPOUT - TYP.

SHEET METAL GUTTERS

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

g6edxsls Typewritten Text

FOR INFORMATION ONLY

g6edxsls

FR57A802.DGN

X

Bernard R. Gorup

4524 )

Bernard R. Gorup

A8.02

.333 : 1

0 3" 6" 12"

SCALE. = 1 FOOTINCHES3

1RIDGE DETAIL

A3.01 A8.02

0 3" 6" 12"

SCALE. = 1 FOOTINCHES3

A3.01 A8.02

0 3" 6" 12"

SCALE. = 1 FOOTINCHES3

A3.01 A8.02

0 3" 6" 12"

SCALE. = 1 FOOTINCHES3

A3.01 A8.02

RAKE EDGE DETAIL

ROOF EAVE DETAIL

ROOF VALLEY DETAIL

SHAKE RIDGE AND HIP CAP

PREMANUFACTURED CEDAR

UNDERLAYMENT- TYP.

BREATHABLE NYLON SHAKE

30# FELT UNDERLAYMENT- TYP.

OF SHAKES - TYP.

FELT BACK OVER LAST COURSE

30# FELT UNDERLAYMENT- FOLD

CEDAR SHAKES- TYP.

2" x 4" T & G DECKING- TYP.

(SEE STRUCTURAL)

WOOD TRUSS BEYOND

(TYPE 304) - TYP.

STAINLESS STEEL FASTENERS

UNDERLAYMENT- TYP.

BREATHABLE NYLON SHAKE

30# FELT UNDERLAYMENT- TYP.

2" x 4" T & G DECKING- TYP.

(SEE STRUCTURAL)

WOOD TRUSS BEYOND

(SEE STRUCTURAL)

EL. +/- 116’-6�"

B.O. TRUSS

(SEE STRUCTURAL)

EL. +/- 140’- 9"

T.O. TRUSS

FASCIA HEADER - TYP.

2" x 12" CONT. WOOD

1" x 12" CEDAR TRIM - TYP.

1�"

/DRIP EDGE - TYP.

CONT. COPPER FLASHING

WITH DRIP EDGE - TYP.

CONT. COPPER FLASHING

FASCIA - TYP.

1" x +/- 1’-10" CEDAR

UNDERLAYMENT- TYP.

BREATHABLE NYLON SHAKE

CEDAR SHAKES- TYP.

1" x 6" CEDAR TRIM - TYP.

/DRIP EDGE - TYP.

CONT. COPPER FLASHING

WITH DRIP EDGE - TYP.

CONT. COPPER FLASHING

FASCIA - TYP.

1" x +/- 12" CEDAR

(TYPE 304) - TYP.

STAINLESS STEEL FASTENERS

30# FELT UNDERLAYMENT- TYP.

(TYPE 304) - TYP.

STAINLESS STEEL FASTENERS

UNDERLAYMENT- TYP.

BREATHABLE NYLON SHAKE

30# FELT UNDERLAYMENT- TYP.

CEDAR SHAKES- TYP.

RIDGE ROLL VENT- TYP.

BREATHABLE NYLON SHAKE

7" WIDE, �" THICK

(SEE STRUCTURAL)

8" x 8" WOOD PURLINS- TYP.

(SEE STRUCTURAL)

WOOD TRUSS- TYP.

SEE STRUCTURAL)

8" x 8" WOOD PURLINS- TYP.

FASTEN TO PURLIN - TYP.

BRACE @ 2’-0" O.C. MIN -

2" x 8" WOOD FASCIA"

SEE STRUCTURAL)

WOOD TRUSS- TYP.

2" x 6" T & G WOOD DECKING- TYP.

BEYOND - TYP. SEE STRUCTURAL)

8" x 8" WOOD PURLINS

1�"

1"

2" x 4" T & G WOOD DECKING- TYP.

SEE STRUCTURAL)

8" x 8" WOOD PURLINS- TYP.

MEMBER - TYP. (SEE STR)

4" x 12" CONT. WOOD VALLEY

SEE STRUCTURAL)

WOOD TRUSS BEYOND - TYP.

(TYPE 304) - TYP.

STAINLESS STEEL NAILS/FASTENERS

FASCIA HEADER - TYP.

2" x 10" CONT. TREATED WOOD

BEYOND - TYP.

COPPER DOWNSPOUT

AS REQD. - TYP.

FASCIA HEADER - TRIM

2" x 10" CONT. WOOD

AND HANGER - TYP.

COPPER GUTTER, SPACER,

4"2"

AIR GAP

1�" CONT

8" TO 12" O.C. - TYP.

CONT. COPPER CLEATS @

@ VALLEY - TYP.

15# FELT UNDERLAYMENT

6"

FLASHING 18" WIDE MIN.- TYP.

CONT. COPPER VALLEY

SHAKE STARTER COURSE - TYP.

CEDAR SHAKES WITH WOOD

(CEDAR SHAKE OPTION)

ROOF EDGE DETAILS

BE STAINLESS STEEL (TYPE 304).

COMPONENTS, CEDAR TRIM, AND EXPOSED TO VIEW SHALL

4. ALL FASTENERS/NAILS FOR WOOD SHAKES, ROOF ACCESSORIES AND

3. ALL WOOD THAT IS NOT CEDAR SHALL BE PRESERVATIVE TREATED.

WITH THE COATINGS INDICATED IN SPECIFICATION SECTION 09900.

SHALL BE PREFINISHED OR PAINTED MANUFACTURER’S STANDARD "BLACK"

2. ALL TIMBER CONNECTORS, JOIST HANGERS, AND WOOD JOINING ACCESSORIES

APPLYING THE SHAKES, AND AS SPECIFIED AND INDICATED.

ROOFING AND WATERPROOFING MANUAL" WITH A STAIR STEP METHOD OF

ACCORDANCE WITH DETAILS AND RECOMMENDATIONS OF NRCA’S "THE

1. WOOD CEDAR SHAKES AND COPPER FLASHING TO BE INSTALLED IN

0 3" 6" 12"

SCALE. = 1 FOOTINCHES3

A3.01 A8.02

TYPICAL DOWNSPOUT SUPPORT DETAIL

EL. 100’-0"

FOUNDATION WALL

T.O. EXIST.

REFERENCE ELEV.

EL. 103’-0"

DOWNSPOUT SUPPORT COL.

T.O. 4" x 4" WOOD

FIN. GRADE - EL. VARIES

EXIST. STONE FDN WALL

BELOW FROST DEPTH

DOWNSPOUT SUPPORT POST -

4" x 4" X 8’-0" LONG CEDAR

COPPER DOWNSPOUT

2 PER COLUMN

FASTENERS - MIN.

SUPPORT STRAP &

COPPER DOWNSPOUT

- RFP-3 REVISED IN ACCORDANCE 7-1-03

AWAY FROM CEDAR POST

SHALL BE LOCATED 6’

CONC. SPLASHBLOCKRFP-3

INTO SPLASHBLOCK

OF THE DOWNSPOUT TO DRAIN

SHALL BE PROVIDED AT THE BASE

A SIX-FOOT TILT-UP EXTENSION

RFP-3

DOWNSPOUT IS PREFERABLE.

A CORRUGATED TYPE OF ROUND OR RECTANGULAR

FOR COPPER, AND 0.0359 INCHES THICK FOR ALUMINUM.

STAINLESS STEEL, 32 OUNCES PER SQUARE FOOT

GAGE OF SHEET METAL IS 20 GAGE FOR STEEL/

NOTE: FOR DOWNSPOUTS, THE RECOMMENDEDRFP-3

RFP-3

FOR APPROVAL.

CONTRACTOR SHALL SUBMIT A NON-VENTILATED RIDGE CAP DETAIL

THE SPECIFIED PREMANUFACTURED RIDGE VENT IS HEARBY DELETED.

NOTE:RFP-3

Designed by:

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Drawing Code:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

A

B

C

D

12345

D

C

B

A

5 4 3 2 1

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

Date:

Date:

(402)-221-

MR455-114

Drawn by:

THE CONTRACTOR SHALL ALSO ADVISE SUB-CONTRACTORS OF THE ABOVE.

MISSOURI RIVER

FORT RANDALL DAM-LAKE FRANCIS CASE

PROTECTION/RESTORATION OF CHAPEL

DACW 45 D.O. 25

August 2003

DACW 45-99-D-0014

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