A10_Attachment J3 Drawings(1).pdf

dvalles Typewritten Text lights/cameras remove replace dvalles

8/2024

1-28-22

EXISTING EXTERIOR

WALLS TO REMAIN

DEMOLISH TOP

2'-0" OF EXISTING

PIERS, TYPICAL

(4 TOTAL)

EXISTING CONCRETE STAIR,

RETAINING WALL AND RAILS

TO REMAIN

EXISTING CONCRETE STAIR,

RETAINING WALL AND RAILS

TO REMAIN

EXISTING MANHOLE

TO REMAIN

REMOVE EXISTING

CONCRETE SWALE

SEE CIVIL

EXISTING EXTERIOR

WALLS TO REMAIN

EXISTING MANHOLE

TO REMAIN

NOTE:

ALL EXTERIOR SIDING AND COMPONENTS TO BE

REMOVED AND REPLACED WITH NEW SYSTEM.

SEE EXTERIOR ELEVATIONS FOR SIDING

DEMOLITION NOTES. EXISTING SIDING IS PART OF

BUILDING LATERAL SYSTEM, CONTRACTOR TO

SUBMIT PHASING PLAN FOR REVIEW AND

APPROVAL PRIOR TO ANY SIDING DEMOLITION.

DEMO EXISTING CONCRETE

PAVING, SEE CIVIL

BUILDING OUTLINE

DEMOLISH TOP 2'-0" OF EXISTING

PIERS, TYPICAL (18 TOTAL)

PH #4

PH #2

PH #3PH #1

PH #5

PH #6

PH #7

1. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY PHASING REQUIRED TO COMPLETE THE WORK AND

SHALL SUPPLY SEQUENCING PLAN FOR REVIEW AND APPROVAL.

2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS AND TEMPORARY DOORS AS DEEMED NECESSARY BY THE CONTRACTING OFFICER. THEY SHALL BE WELL MAINTAINED, AND ANY DAMAGE REPAIRED

IMMEDIATELY TO AVOID MIGRATION OF DUST INTO ADJOINING AREAS.

3. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN OCCUPIED SPACES. DEMOLITION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE DISRUPTIONS TO OCCUPANTS AND SPACES TO REMAIN OCCUPIED. PROTECT EXISTING FLOOR FINISHES FROM CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS.

4. ALL DEMOLITION SHALL BE MADE CLEAN AND COMPLETE AND, IN A MANNER, SUITABLE TO ACCEPT NEW FINISHES

AND/OR SURFACES.

5. EXISTING WALL, FLOOR, AND CEILING FINISHES TO REMAIN SHALL BE PROTECTED FROM DAMAGE DUE TO DEMOLITION WORK. WHEN DEMOLITION CAUSES DAMAGE TO FLOOR, WALL, OR CEILING SURFACES THAT WILL REMAIN EXPOSED IN THE FINISHED WORK, SUCH DAMAGE SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW

FINISHES.

6. THE CONTRACTOR SHALL COVER AND PROTECT ALL EQUIPMENT WHICH CANNOT BE REMOVED FROM THE

PROJECT AREA.

7. WHERE EXTERIOR WALLS, DOORS AND/OR WINDOWS ARE TO BE REMOVED OR MODIFIED, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT THE EXISTING BUILDING REMAINS WEATHER-TIGHT

AND WITHOUT DRAFTS.

DEMOLITION GENERAL NOTES PH# -PHOTOGRAPH NUMBER, SEE SHEET S1.1

PROJECT

NAME

JOB CORPS

NATIONAL OFFICE

DORMITORY II/III

BUILDING 511

REHAB

01/28/2022

STAMPS, LOGOS, AND

SEALS

DATENO. REVISION / ISSUE

DRAWING TITLE

ARCHIVE NO.

DESIGNER

CHECKED

DATE

SUB SHEET NO.

SHEET

PINE RIDGE JOB CORPS

CIVILIAN CONSERVATION

CENTER

JVA 21057

JSS, CGH

OF 25

C :\U se rs

\C G

H \D o c u m e n ts

\2

C e n tr a l_

S ch e lm ic k N

R Z

N .r vt

S1.0

DEMOLITION PLAN

JSS, CGH

PROJECT

8 0 8 16

SCALE OF FEET

1/8" = 1'-0"

DEMOLITION PLAN

1-28-22

Revision 1:

Remove, protect and reinstall all exterior fixtures (e.g. lights and cameras)

S4

S

S4

S C

S

S4C

S C

S4

H2

H2

H5

H5 H8 H8

EXTERIOR WALL LATERAL SYSTEM:

• ALL EXISTING EXTERIOR WALLS ARE (E) 2x6 OR (E) 8" CMU OR (E) ROOF TRUSS

GABLE END SHEAR WALLS

• REMOVE WALL SIDING AND RIGID INSULATION ON ENTIRE BUILDING AND INSTALL

ZIP R PANELS, SHEAR WALLS INDICATED THUS: SEE SCHEDULE

• NAIL ALL PANEL EDGES, PROVIDE (N) BLOCKING BETWEEN (E) STUDS AND ADDED

(N) STUDS AS REQUIRED FOR PANEL LAYOUT

• PROVIDE EDGE NAILING TO ALL (E) WALL PLATES, SEE

• ALL HOLDOWNS INDICATED THUS: SEE SCHEDULE

• FIELD VERIFY (E) STUDS ARE INTACT AND MEET THE MINIMUM NUMBER

REQUIREMENT AT EACH HOLDOWN PER THE SCHEDULE OR PROVIDE (N) STUDS

S4 1/S5.1

2/S5.1 3/S5.1

LOWER LEVEL EXISTING FINISHED FLOOR ELEVATION = 4133.5'

FOR SIDING REPLACEMENT INSTALLATION

DETAILS, SEE A4.1 AND A4.2

PROJECT

NAME

JOB CORPS

NATIONAL OFFICE

DORMITORY II/III

BUILDING 511

REHAB

01/28/2022

STAMPS, LOGOS, AND

SEALS

DATENO. REVISION / ISSUE

DRAWING TITLE

ARCHIVE NO.

DESIGNER

CHECKED

DATE

SUB SHEET NO.

SHEET

PINE RIDGE JOB CORPS

CIVILIAN CONSERVATION

CENTER

JVA 21057

JSS, CGH

OF 25

C :\U se rs

\C G

H \D o c u m e n ts

\2

C e n tr a l_

S ch e lm ic k N

R Z

N .r vt

S1.3

LOWER LEVEL

SHEAR WALL PLAN

JSS, CGH

LOWER LEVEL SHEAR WALL PLAN

PROJECT

8 0 8 16

SCALE OF FEET

1/8" = 1'-0"

S

S4

S C

S

S4C

S C

S4

S

S4

S

S4

S

S4

S

S4

S

S4

SS H5

SS SL

SL

H5 H8

H8

H8

H8

H5

H5 H2

H2H5

SLSL

EXTERIOR WALL LATERAL SYSTEM:

• ALL EXISTING EXTERIOR WALLS ARE (E) 2x6 OR (E) 8" CMU OR (E) ROOF TRUSS

GABLE END SHEAR WALLS

• REMOVE WALL SIDING AND RIGID INSULATION ON ENTIRE BUILDING AND INSTALL

ZIP R PANELS, SHEAR WALLS INDICATED THUS: SEE SCHEDULE

• NAIL ALL PANEL EDGES, PROVIDE (N) BLOCKING BETWEEN (E) STUDS AND ADDED

(N) STUDS AS REQUIRED FOR PANEL LAYOUT

• PROVIDE EDGE NAILING TO ALL (E) WALL PLATES, SEE

• ALL HOLDOWNS INDICATED THUS: SEE SCHEDULE

• FIELD VERIFY (E) STUDS ARE INTACT AND MEET THE MINIMUM NUMBER

REQUIREMENT AT EACH HOLDOWN PER THE SCHEDULE OR PROVIDE (N) STUDS

S4 1/S5.1

2/S5.1 3/S5.1

FIRST FLOOR EXISTING FINISHED FLOOR ELEVATION = 4143.5'

FOR SIDING REPLACEMENT INSTALLATION

DETAILS, SEE A4.1 AND A4.2

PROJECT

NAME

JOB CORPS

NATIONAL OFFICE

DORMITORY II/III

BUILDING 511

REHAB

01/28/2022

STAMPS, LOGOS, AND

SEALS

DATENO. REVISION / ISSUE

DRAWING TITLE

ARCHIVE NO.

DESIGNER

CHECKED

DATE

SUB SHEET NO.

SHEET

PINE RIDGE JOB CORPS

CIVILIAN CONSERVATION

CENTER

JVA 21057

JSS, CGH

OF 25

C :\U se rs

\C G

H \D o c u m e n ts

\2

C e n tr a l_

S ch e lm ic k N

R Z

N .r vt

S1.4

FIRST FLOOR

SHEAR WALL PLAN

JSS, CGH

FIRST FLOOR SHEAR WALL PLAN

PROJECT

8 0 8 16

SCALE OF FEET

S

S4

S C

S

S4C

S C

S4

S

S4

S

S4

S

S4

S

S4

S

S4

SL

SL

SS

SL

SS

SS SL

SL

SLSL

SL

SL

SL

SL SS

SL

SL

SL

EXTERIOR WALL LATERAL SYSTEM:

• ALL EXISTING EXTERIOR WALLS ARE (E) 2x6 OR (E) 8" CMU OR (E) ROOF TRUSS

GABLE END SHEAR WALLS

• REMOVE WALL SIDING AND RIGID INSULATION ON ENTIRE BUILDING AND INSTALL

ZIP R PANELS, SHEAR WALLS INDICATED THUS: SEE SCHEDULE

• NAIL ALL PANEL EDGES, PROVIDE (N) BLOCKING BETWEEN (E) STUDS AND ADDED

(N) STUDS AS REQUIRED FOR PANEL LAYOUT

• PROVIDE EDGE NAILING TO ALL (E) WALL PLATES, SEE

• ALL HOLDOWNS INDICATED THUS: SEE SCHEDULE

• FIELD VERIFY (E) STUDS ARE INTACT AND MEET THE MINIMUM NUMBER

REQUIREMENT AT EACH HOLDOWN PER THE SCHEDULE OR PROVIDE (N) STUDS

S4 1/S5.1

2/S5.1

S

S

S

S

S

S

R O

O F

G

A B

L E

B O

V E

R O

B

O

V E

R O

B

O

V E

R O

B

O

V E

R O

B

O

V E

R O

B

O

V E

3/S5.1

SECOND FLOOR EXISTING FINISHED FLOOR ELEVATION = 4153.5'

EXISTING ROOF TRUSS BEARING ELEVATION = 4161.5'

FOR SIDING REPLACEMENT INSTALLATION

DETAILS, SEE A4.1 AND A4.2

PROJECT

NAME

JOB CORPS

NATIONAL OFFICE

DORMITORY II/III

BUILDING 511

REHAB

01/28/2022

STAMPS, LOGOS, AND

SEALS

DATENO. REVISION / ISSUE

DRAWING TITLE

ARCHIVE NO.

DESIGNER

CHECKED

DATE

SUB SHEET NO.

SHEET

PINE RIDGE JOB CORPS

CIVILIAN CONSERVATION

CENTER

JVA 21057

JSS, CGH

OF 25

C :\U se rs

\C G

H \D o c u m e n ts

\2

C e n tr a l_

S ch e lm ic k N

R Z

N .r vt

S1.5

SECOND FLOOR

SHEAR WALL PLAN

JSS, CGH

SECOND FLOOR SHEAR WALL PLAN

PROJECT

8 0 8 16

SCALE OF FEET