Attachment 4 Combined Drawings CSC-20009.pdf

PDF 14 MB Posted

Attached to
Project: CSC-20009 Structural wall repairs and paint Federal contract opportunity
Solicitation number
SP4702-20-R-0027
Issued by
Defense Logistics Agency

About this file

Written by GovTribe AI ·

This document outlines a federal contract solicitation for structural repairs and painting services. The solicitation seeks a contractor to perform maintenance and repair work including tuck pointing, structural concrete repair, brick and EIFS replacement, expansion joint sealant replacement, and exterior and interior painting at four buildings on the Defense Supply Center Columbus site. The work includes cleaning, repairing, and painting brick walls, concrete structures, and replacement of windows at specified locations. Questions regarding the solicitation are due by August 10, 2020 and should be directed to the contracting officer via email. The solicitation is designated for the Defense Logistics Agency and site visits are available upon registration by July 30, 2020 with specified COVID-19 safety procedures in place.

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Other files for this federal contract opportunity

Other files attached to Project: CSC-20009 Structural wall repairs and paint, newest first.
File Type Posted
3-1694 - 20009 - Shs 1 to 24 - Structural Wall Repairs and Paint Maintenance (revised 8.20).pdf PDF
Continue sheet SF30 Amendment 02.pdf PDF
Updated Site Visit Sign In Sheet CSC-20009.xlsx XLSX spreadsheet
CSC-20009 Structural Wall Repairs Base Wide-Bid Sheet.xlsx XLSX spreadsheet
Amendment 02-SP4702-20-R-0027-SF30 (1).pdf PDF
Updated Q-n-A for SP470220R0027 CSC-20009 Structural Walls 8.20.20.pdf PDF
Site Visit Sign In Sheet CSC-20009.xlsx XLSX spreadsheet
Amendment 01-SP4702-20-R-0027-SF30 (1).pdf PDF
FAR provision 52.204-24 (AUG 2020).pdf PDF
Q-n-A for SP470220R0027 CSC-20009 Structural Walls.pdf PDF
01-Section 01 11 00 Summary of Work 08 11 2020.pdf PDF
Continue sheet SF30 Amendment 01.pdf PDF
Attachment 07 Additional Requirements Due to COVID-19.pdf PDF
Attachment 5-20009 Bid Sheet.xlsx XLSX spreadsheet
Attachment 3 DSCC Excavation Permit.pdf PDF
SP4702-20-R-0027-.pdf PDF
Attachment 6 ENG FORM 4025-R.pdf PDF
Attachment 01-DOL Wage Determinations Building.pdf PDF
Attachment 2 ENG FORM 93.pdf PDF
Show all 19

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DEFENSE SUPPLY

CENTER - COLUMBUS

PROJECT NUMBER CSC-20724

D U

B

LIN

G R

A N

V

ILLE

WORTHINGTON

RD.

RIVERLEA

WESTERVILLE

GRANVILLE

R

D

M

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UPPER ARLINGTON

CANAL

W

INCHESTER

GROVEPORT

RICKENBACKER AFB

REYNOLDSBURG

PORT COLUMBUS

INTERNATIONAL

17TH

GROVE CITY

S T

R

IN

G

T O

W N

R

D

LANE AVE.

GRANDVIEW

HEIGHTS

OBETZ

S

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BEXLEY

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N

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I G

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BRICE

COLUMBUS

COLUMBUS

AND VICINITY

SCALE IN MILES

D

C

S

C

VICINITY MAP

N

1 10 32

STRUCTURAL WALL REPAIRS

DLA ENTERPRISE SUPPORT

L

O

G

I S

T

I

C

S

D E F E N S E A

G E N C Y

& PAINT MAINTENANCE,

BASE WIDE, FY20

S

T

B

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D

EXISTING ASPHALT AREA

EXISTING "G" STREET

S

T

B

L V

D

EXISTING "H" STREET

DOCK

GREEN AREA

AMBULATORY CARE

CENTER

V.A.

EXISTING V.A. ROAD

EXISTING V.A. ROAD

PARKING LOT

EXIST. V.A.

PARKING LOT

EXIST. V.A.

"H" STREET

12" WATER

W

T

E

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EXISTING ASPHALT AREA

EXISTING

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EXISTING

EXISTING "G" STREET

EXISTING "H" STREET

N E

W

G

R E

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A

EXISTING "H" STREET

Bldg 48

VENT

VENT

PUBLIC SAFETY FACILITY

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COVER SHEET

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TITLE

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INDEX OF DRAWINGS

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1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO FIELD VERIFY THE EXACT EXTENT OF WORK, WORKING CONDITIONS AND CONSTRAINTS, PRIOR TO BIDDING. 2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BIDDING AND PROCEEDING WITH THE WORK. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE SCHEDULE OF WORK. 4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN KIND AND APPROVED/ACCEPTED BY THE GOVERNMENT. 5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL OF THE CONTRACTING OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER PROTECTIVE DEVICES NECESSARY FOR THE EXECUTION OF THE WORK. 7. CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES. 8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY.

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REPAIR ELEVATION WALLS: BUILDING 9 NORTH, SOUTH EAST AND WEST WALLS

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%%UGENERAL NOTES;

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NORTH

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COVER SHEET

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT OFFICE

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PROJECT NO.

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%%USECTION SYMBOL

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INDICATES SECTION NUMBER

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INDICATES DIRECTION

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OF CUTTING PLANE

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WHERE SECTION

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SHEET NUMBER

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IS DRAWN

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WHERE SECTION

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SHEET NUMBER

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IS TAKEN

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CSC-20724

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STRUCTURAL WALL REPAIRS

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& PAINT MAINTENANCE, BASE WIDE, FY20

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REPAIR ELEVATION WALLS: BUILDING 306 EAST AND WEST WALLS

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NOT BE HELD ACCOUNTABLE FOR ANY LIABILITY OR MISHAP THAT MAY BE

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SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL

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MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION

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INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR

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1. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE

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%%USPECIAL NOTE:

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INCURRED, DURING THE CONTRACT PERIOD.

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WORK LOCATIONS

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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CSMS PROJECT

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LOCATION

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(BY OTHERS)

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AFRC PROJECT

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8TH BLVD. &

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7TH BLVD. &

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EX. STOP

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SIGN

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25MPH

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8TH BLVD.

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PERSHING AVENUE

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E. BROAD ST.

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FOYLE AVENUE

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11TH BLVD.

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"H" STREET

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JAMES ROAD

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"B" STREET

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MARYLAND AVENUE

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"A" STREET

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1ST BLVD.

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PATTON LANE

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"D" STREET

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"E" STREET

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"G" STREET

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5TH BLVD.

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FOYLE AVENUE

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"A" STREET

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"C" STREET

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"B" STREET

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4TH BLVD.

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JACKSON

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10TH BLVD.

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ROOSEVELT LANE

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9TH BLVD.

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11TH BLVD.

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"I" STREET

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JAMES ROAD

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GOLF

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CONRAIL & CSX TRANSPORTATION INC.

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7TH BLVD.

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PERSHING AVENUE

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8TH BLVD.

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10TH BLVD.

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16TH BLVD.

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14TH BLVD.

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17TH BLVD.

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MASON

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"A" STREET

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15TH BLVD.

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"C" STREET

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ROOSEVELT LANE

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YEARLING ROAD

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18TH BLVD.

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14TH BLVD.

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MASON RUN

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17TH BLVD.

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YEARLING ROAD

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RETENTION

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POND

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POND

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CIRCLE

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GOLF

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1ST BLVD.

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"A" STREET

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"A" STREET

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18TH BLVD.

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BLVD.

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18TH BLVD.

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RV STORAGE AREA

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DRMO STORAGE AREA

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RUN

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RUN

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MASON

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MASON RUN

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"E" STREET

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GOLF COURSE

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16TH BLVD.

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15TH BLVD.

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BLVD.

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7TH BLVD.

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8TH BLVD.

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10TH BLVD.

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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14TH BLVD.

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17TH BLVD.

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17TH BLVD.

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COURTS

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TENNIS

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TRUCK

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LOADING

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DOCK

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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E. BROAD STREET

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PEDESTRAIN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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TEE #7,#16

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PRO SHOP

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POND

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TURKEY RUN

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HOLE #5 EXISTING

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TEE #1

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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ACCESS ROAD

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POOL

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MAIN GATE

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(OPEN 24 HRS)

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RESPONSE

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APPROACH

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13TH BLVD.

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1. WELDING, CUTTING AND OTHER HOT WORK ACTIVITIES NEED TO FOLLOW THE WELDING, CUTTING AND OTHER HOT WORK ACTIVITIES NEED TO FOLLOW THE STANDARDS OF NFPA 51B. HOT WORK PERMITS NEED TO BE APPROVED BEFORE ANY OF THE ABOVE ACTIVITIES ARE TO BE STARTED 2. COVER ALL EMERGENCY ALERTING DEVICES AND SPRINKLER HEADS UNTIL WORK IS COVER ALL EMERGENCY ALERTING DEVICES AND SPRINKLER HEADS UNTIL WORK IS COMPLETED IN THAT LOCATION. 3. WHEN PRIMARY OR SECONDARY EGRESS ROUTES ARE BLOCKED ALTERNATE MEANS WHEN PRIMARY OR SECONDARY EGRESS ROUTES ARE BLOCKED ALTERNATE MEANS OF EGRESS MUST BE IDENTIFIED AND OCCUPANTS MADE AWARE PRIOR TO THE WORK BEGINNING. FEEL FREE TO COORDINATE WITH THE FIRE PREVENTION OFFICE. 4. AT NO TIME SHALL MORE THAN ONE EXIT OR ONE HALLWAY BE BLOCKED. ALL AT NO TIME SHALL MORE THAN ONE EXIT OR ONE HALLWAY BE BLOCKED. ALL PERSONNEL SHALL COMPLY WITH NFPA 101 (CURRENT EDITION) SECTION 4.6.10. NOTIFY THE FIRE PREVENTION OFFICE OF ALL EXIT BLOCKAGES AT (614) 692-2921 OR (614) 692-2026. 5. ENSURE THAT THE FIRE DEPARTMENT ACCESS TO ALL FIRE DEPARTMENT ENSURE THAT THE FIRE DEPARTMENT ACCESS TO ALL FIRE DEPARTMENT CONNECTIONS AND HYDRANTS IS MAINTAINED AND DISPATCH IS NOTIFIED WHEN BLOCKING A STREET.

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%%UFIRE PREVENTION NOTES;

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GENERAL CONSTRUCTION NOTES

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REPAIR ELEVATION WALLS: BUILDING 308 EAST AND WEST WALLS

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PAINT BUILDING 18 EAST, WEST, NORTH AND SOUTH WALLS

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PAINT BUILDING 19 EAST, WEST, NORTH AND SOUTH WALLS

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PAINT BUILDING 306 NORTH AND SOUTH WALLS

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DRAWN BY:

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GARY JOHNSON

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M. RUSTAM ALI/SINAN FALAH

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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26 NOV 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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PAINT BUILDING 9 EAST, WEST, NORTH AND SOUTH WALLS

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REPAIR ELEVATION WALLS: BUILDING 18 NORTH, SOUTH EAST AND WEST WALLS

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REPAIR ELEVATION WALLS: BUILDING 19 NORTH, SOUTH EAST AND WEST WALLS

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REPAIR ELEVATION WALLS: BUILDING 306 NORTH AND SOUTH WALLS

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PAINT BUILDING 308 NORTH AND SOUTH WALLS

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PAINT BUILDING 308 EAST AND WEST WALLS

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PAINT BUILDING 306 EAST AND WEST WALLS

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REPAIR ELEVATION WALLS: BUILDING 17 NORTH, SOUTH EAST AND WEST WALLS

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GENERAL SPECIFICATIONS

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PAINT BUILDING 17 EAST, WEST, NORTH AND SOUTH WALLS

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REPAIR ELEVATION WALLS: BUILDING 10 NORTH, SOUTH EAST AND WEST WALLS

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PAINT BUILDING 10 EAST, WEST, NORTH AND SOUTH WALLS

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REPAIR ELEVATION WALLS: BUILDING 308 NORTH AND SOUTH WALLS

010E-E-003

009E-W-013

SMOKING

009E-W-016

009E-W-014

SHELTER

SECTION 1 SECTION 2

SECTION 3SECTION 2

009W-E-057

SECTION 1 SECTION 3

009W-E-058 009W-E-056

009W-W-130

009W-W-129

009W-W-124 009W-W-123 009W-W-122

009W-W-121

009W-W-119

009W-W-120

009W-W-118 009W-W-116009W-W-117009W-W-127

009W-W-126 009W-W-125009W-W-128

SECTION 4 SECTION 5 SECTION 6SECTION 5SECTION 4 SECTION 6

009W-W-115 009W-W-106 009W-W-107009W-W-108009W-W-109009W-W-110009W-W-111

009W-W-112009W-W-113009W-W-114 009W-W-103 009W-W-102 009W-W-101 009W-W-100 009W-W-099 009W-W-098

009W-E-055

009W-E-054

009W-W-105 009W-W-104

SECTION 7 SECTION 8

SECTION 9SECTION 8

009W-E-043

SECTION 7 SECTION 9

009W-W-097 009W-W-096 009W-W-095 009W-W-094 009W-W-093 009W-W-092 009W-W-091 009W-W-089 009W-W-087 009W-W-086 009W-W-085

009W-E-053

009W-W-088

SECTION 10 SECTION 11 SECTION 12SECTION 11

SECTION 10

SECTION 12

009W-W-072009W-W-073009W-W-074 009W-W-071009W-W-076 009W-W-075

009W-W-078

009W-W-077

009W-W-080 009W-W-079009W-W-082 009W-W-081009W-W-084 009W-W-083

009W-E-042

SECTION 13SECTION 13

009W-W-070 009W-W-069 009W-W-068 009W-W-067 009W-W-066

009W-W-065

40'-0" (TYP)

LOADING DOCK AREA

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009S-W-064

009N-W-012 009N-W-011 009N-W-001

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009N-E-001

009N-W-010

009N-W-009

009N-W-008 009N-W-007 009N-W-006 009N-W-005 009N-W-004 009N-W-003 009N-W-002

009S-W-063 009S-W-062 009S-W-061 009S-W-060 009S-W-059 009S-W-058 009S-W-057 009S-W-056 009S-W-055

009S-E-030

009S-W-054

DLA ENTERPRISE SUPPORT

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G E N C Y

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SECTION 13

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SECTION 12

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SECTION 11

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SECTION 12

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SECTION 10

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SECTION 9

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SECTION 11

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SECTION 1

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SECTION 13

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SECTION 10

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SECTION 8

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SECTION 7

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SECTION 5

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SECTION 4

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SOUTH END

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NORTH END

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MATCH LINE SECT. 6

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SOUTH END

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BUILDING 9-13 SOUTH ELEVATION NOT TO SCALE

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BUILDING 9 EAST ELEVATION NOT TO SCALE

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT OFFICE

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PROJECT NO.

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CSC-20724

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STRUCTURAL WALL REPAIRS

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& PAINT MAINTENANCE, BASE WIDE, FY20

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DRAWN BY:

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GARY JOHNSON

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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30 SEPT 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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BUILDING 9 NORTH, SOUTH, EAST AND WEST WALLS

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REPAIR ELEVATION WALLS:

AutoCAD SHX Text CR 12"x12"

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CR 240"X6"

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BUILDING 9-1 NORTH ELEVATION

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BUILDING 9 WEST ELEVATION NOT TO SCALE

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CONCRETE REPAIR NOTES:

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1. TUCK POINTING TO BRICK AND MASONRY WALLS 2. STRUCTURAL CONCRETE SPOT REPAIR AT SELECTED LOCATIONS 3. BRICK AND EIFS REPLACEMENT 4. EXPANSION JOINT SEALANT MATERIAL REPLACEMENT

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SINAN FALAH

AutoCAD SHX Text TP 2'x1'

AutoCAD SHX Text CR 8"x24"

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CF 1"

AutoCAD SHX Text CR 24"x36"

AutoCAD SHX Text CR 8"x24"

AutoCAD SHX Text CF 16"x6"

AutoCAD SHX Text CR 12"x24"

AutoCAD SHX Text CF 12"x6"

AutoCAD SHX Text CF 16"x6"

AutoCAD SHX Text CF 4"x2"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text CR 24"x16"

AutoCAD SHX Text FILL BRICK 12"x16"

AutoCAD SHX Text TP 120"x "12"

AutoCAD SHX Text CF 4"x4"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text TP 12"x "12"

AutoCAD SHX Text TP 36"x "12"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text TP 48"x "12"

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CF 1"

AutoCAD SHX Text CF 96"x12"

AutoCAD SHX Text CF 12"x12"

AutoCAD SHX Text TP 120"x12"

AutoCAD SHX Text THE EXISTING MORTAR JOINTS ARE FAILING. BRICKS AND STUCCO EIFS IN THE EXTERIOR WALLS ARE GETTING LOOSE AND MISSING BRICKS AND STUCCO EIFS IN FEW PLACES. THERE ARE MANY SPALLED AND CRACKED AREAS IN THE CONCRETE GRADE BEAMS, UPPER BEAMS AND COLUMNS. CONCRETE STRUCTURE ARE DETERIORATED AND WEARING OUT AT SOME LOCATIONS.. THE REINFORCEMENT BARS ARE EXPOSED TO WEATHER A FEW LOCATIONS AND HAVING RUSTED MAIN BARS. MAINTENANCE AND REPAIR WORK ARE REQUIRED TO MEET THE REGULATORY REQUIREMENTS IN GOOD CONDITION. SCOPE OF WORK IS REQUIRED TO REPAIR DETERIORATION OF THE BUILDING.

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SCOPE OF WORK:

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1. REPAIR AREA SHALL BE RECTANGULAR WITH SAW CUT 1" DEEP (MINIMUM), APPROXIMATELY 2" BEYOND SPALL AREA 2. REMOVE ALL UNSOUND CONCRETE TO OBTAIN A SURFACE PROFILE OF +/- " 116" 3. REMOVE MATERIAL INSIDE SAWN AREA TO " BELOW SURFACE OF VISUALLY SOUND CONCRETE 12" BELOW SURFACE OF VISUALLY SOUND CONCRETE 4. WHEN REINFORCING STEEL IS ENCOUNTERED REMOVE SURROUNDING CONCRETE TO FULLY EXPOSE STEEL " ON 12" ON ALL SIDES 5. CORRODED STEEL SHALL BE SAND-BLASTED TO A WHITE METAL FINISH TO REMOVE ALL CONTAMINANTS AND RUST 6. THE EXPOSED FACES, BOTTOM OF THE PATCH AREA AND ANY EXPOSED STEEL SHALL BE AT A MINIMUM AIR THE EXPOSED FACES, BOTTOM OF THE PATCH AREA AND ANY EXPOSED STEEL SHALL BE AT A MINIMUM AIR BLOWN, WATER BLASTED & AIR BLOWN AGAIN 7. THE PREPARED AREA SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO PLACING THE NEW PATCH MATERIAL THE PREPARED AREA SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO PLACING THE NEW PATCH MATERIAL 8. PRIME STEEL WITH 2 COATS OF SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL 9. APPLY SIKA ARMATEC OR APPROVED EQUAL BONDING AGENT TO CLEANED REPAIR AREA 10. FOR SMALL REPAIR AREAS USE SIKATOP 123 REPAIR MORTAR OR APPROVED EQUAL 11. FOR LARGE REPAIR AREAS, FORM AND USE SIKATOP 111 REPAIR MORTAR OR APPROVED EQUAL

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CONSTRUCTION NOTES:

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CONCRETE SPOT REPAIR WITH SIKATOP 111 OR 123 REPAIR MORTAR OR APPROVED EQUAL

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EXPANSION JOINT REPLACEMENT (USE SILICONE)

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FILL IN WITH FLOWABLE CONCRETE 1500 PSI

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CF = CONCRETE FILL - ALL SMALL AND LARGE HOLES IN CONCRETE.

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LEGEND:

AutoCAD SHX Text CR = CONCRETE REPAIR - ALL CRACKS/BROKEN CONCRETE COLUMNS FROM GRADE TO BOTTOM OF SIDING.

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TP = TUCK POINTING - ALL CRACKS/BROKEN CONCRETE LAYER BETWEEN BRICKS

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BR = BRICK REPLACEMENT - ALL BROKEN BRICKS ON BRICK WALLS.

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BRICK REPLACEMENT

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TUCK POINTING FILL IN WITH REPAIR CONCRETE 1500 PSI

AutoCAD SHX Text OUTLINE FOR BRICKS REPLACEMENT BY STANDARD SIZE RED FACE BRICK (SEVERE WEATHER) WITH RUNNING BOND. IT INCLUDES BRICK, MORTAR, REINFORCING, ANCHORS AND SCAFFOLDING.

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DOWNSPOUTS ASSOCIATED WITH COLUMNS TO BE REPAIRED SHALL BE

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REMOVED AND REINSTALLED IF NECESSARY.

AutoCAD SHX Text TUCK POINTING AND PRESSURE WASH FOR JOINT MORTAR REPLACEMENT - REMOVE EXISTING MORTAR TO 3/4" DEPT REPOINTING WITH POINTING MORTAR. IT INCLUDES POINTING MORTAR, CUTTING, RINSING AND CLEANING JOINT.

AutoCAD SHX Text COLUMN AND BEAM CONCRETE SPOT REPAIR BY LATEX CEMENTITIOUS PATCHING MORTAR. IT INCLUDES SAW CUTTING, SAND BLASTING, FORMING, BONDING AGENT AND SEALANT.

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EXPANSION JOINT REPLACEMENT BY SILICONE CAULK JOINT MATERIAL FOR 8" WALL.

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%%UGENERAL NOTES:

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AREA TO REPAIR CONCRETE AND BRICKS

CR = CONCRETE REPAIR - ALL CRACKS/BROKEN CONCRETE GRADE BEAM AND UPPER BEAM.

SECTION 7 SECTION 6 SECTION 5SECTION 6

010E-E-XXX

010E-W-051 010E-W-047

010E-W-042

010E-W-056

SECTION 1

010E-W-013

SECTION 13 SECTION 12 SECTION 11SECTION 12

010E-W-064

SECTION 10 SECTION 9 SECTION 8SECTION 9

010E-W-063

010E-W-036

010E-W-034

010E-W-012

010E-W-055 010E-W-054 010E-W-053 010E-W-052010E-W-057

SECTION 4 SECTION 3 SECTION 2SECTION 3

010E-E-012

010E-W-030 010E-W-029 010E-W-028

010E-W-026

010E-W-031

010E-W-050 010E-W-049 010E-W-048

010E-W-046

010E-E-023

010E-W-045 010E-W-044 010E-W-043 010E-W-041 010E-W-040

010E-W-035 010E-W-033010E-W-038

SECTION 11

SECTION 1

SECTION 13 SECTION 10

SECTION 8

SECTION 7 SECTION 5 SECTION 4 SECTION 2

DUMPSTER

010E-W-060 010E-W-058

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010E-W-032

010E-W-027 010E-W-025 010E-W-024 010E-W-023 010E-W-022 010E-W-021

010E-W-018

010E-W-014010E-W-015010E-W-016 010E-W-017

010E-E-002

010E-W-020

010E-W-019

010E-E-013

LOADING DOCK

010E-W-059

010E-W-062

010E-E-035

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010E-E-034

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SECTION 1 SECTION 2 SECTION 3SECTION 2

010W-W-125 010W-W-124 010W-W-123

010W-E-061

010W-W-122 010W-W-121 010W-W-120 010W-W-119 010W-W-118 010W-W-117

010W-E-060 010W-E-059 010W-E-058 010W-E-057 010W-E-056

SECTION 1 SECTION 3

010W-W-116

SECTION 4 SECTION 5 SECTION 6SECTION 5

010W-W-115 010W-W-114

010W-W-113 010W-W-112 010W-W-111 010W-W-110 010W-W-109 010W-W-108 010W-W-107

010W-E-055

010W-E-054 010W-E-053 010W-E-052 010W-E-051 010W-E-050

010W-E-049

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SECTION 4 SECTION 6

SECTION 7 SECTION 8 SECTION 9SECTION 8

010W-W-106 010W-W-105 010W-W-104 010W-W-103 010W-W-102 010W-W-101 010W-W-100 010W-W-099 010W-W-098

010W-E-047 010W-E-046 010W-E-045

010W-E-044

010W-E-043 010W-E-042

SECTION 7 SECTION 9 SECTION 10 SECTION 11 SECTION 12SECTION 11

010W-E-041

010W-E-040

SECTION 10

SECTION 12

OFFICE SYMBOLOFFICE SYMBOLOFFICE SYMBOL

SECTION 13

010W-E-038

SECTION 13

OFFICE SYMBOL

BUILDING 10 SOUTH ELEVATION

BUILDING 10 NORTH ELEVATION

<183'>

010S-W-079 010S-W-080 010S-W-078

010S-W-086

010S-E-037

010S-W-085 010S-W-084 010S-W-083 010S-W-082 010S-W-081

010N-W-010 010N-W-011 010N-W-009

010N-W-007 010N-W-008 010N-W-006

010N-W-004 010N-W-005 010N-W-003

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010N-W-001010N-W-002

010N-E-001

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AutoCAD SHX Text

MATCH LINE SECT. 7

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MATCH LINE SECT. 1

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MATCH LINE SECT. 1

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MATCH LINE SECT. 7

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NORTH END

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SMOKING

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SHELTER

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SOUTH END

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MATCH LINE SECT. 7

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MATCH LINE SECT. 7

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MATCH LINE SECT. 13

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MATCH LINE SECT. 13

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BUILDING 10 EAST ELEVATION NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text Sheet of

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AutoCAD SHX Text reference

AutoCAD SHX Text number:

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Appr.

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT OFFICE

AutoCAD SHX Text 3-1694

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT NO.

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CSC-20724

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STRUCTURAL WALL REPAIRS

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& PAINT MAINTENANCE, BASE WIDE, FY20

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text

GARY JOHNSON

AutoCAD SHX Text

DM-FCO (SAFETY)

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FACILITIES ENGINEER

AutoCAD SHX Text

DM-FCS (SECURITY)

AutoCAD SHX Text Approved by:

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DM-FCE (ENVIRONMENTAL)

AutoCAD SHX Text Date:

AutoCAD SHX Text Plot Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

DESIGN BY:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text

CHIEF, DM-FCIE

AutoCAD SHX Text

30 SEPT 19

AutoCAD SHX Text

DM-FCI

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

BUILDING 10 NORTH, SOUTH, EAST AND WEST WALLS

AutoCAD SHX Text

REPAIR ELEVATION WALLS:

AutoCAD SHX Text

BUILDING 10 WEST ELEVATION NOT TO SCALE

AutoCAD SHX Text

SINAN FALAH

AutoCAD SHX Text

CONCRETE REPAIR NOTES:

AutoCAD SHX Text

1. TUCK POINTING TO BRICK AND MASONRY WALLS 2. STRUCTURAL CONCRETE SPOT REPAIR AT SELECTED LOCATIONS 3. BRICK AND EIFS REPLACEMENT 4. EXPANSION JOINT SEALANT MATERIAL REPLACEMENT

AutoCAD SHX Text THE EXISTING MORTAR JOINTS ARE FAILING. BRICKS AND STUCCO EIFS IN THE EXTERIOR WALLS ARE GETTING LOOSE AND MISSING BRICKS AND STUCCO EIFS IN FEW PLACES. THERE ARE MANY SPALLED AND CRACKED AREAS IN THE CONCRETE GRADE BEAMS, UPPER BEAMS AND COLUMNS. CONCRETE STRUCTURE ARE DETERIORATED AND WEARING OUT AT SOME LOCATIONS.. THE REINFORCEMENT BARS ARE EXPOSED TO WEATHER A FEW LOCATIONS AND HAVING RUSTED MAIN BARS. MAINTENANCE AND REPAIR WORK ARE REQUIRED TO MEET THE REGULATORY REQUIREMENTS IN GOOD CONDITION. SCOPE OF WORK IS REQUIRED TO REPAIR DETERIORATION OF THE BUILDING.

AutoCAD SHX Text

SCOPE OF WORK:

AutoCAD SHX Text

1. REPAIR AREA SHALL BE RECTANGULAR WITH SAW CUT 1" DEEP (MINIMUM), APPROXIMATELY 2" BEYOND SPALL AREA 2. REMOVE ALL UNSOUND CONCRETE TO OBTAIN A SURFACE PROFILE OF +/- " 116" 3. REMOVE MATERIAL INSIDE SAWN AREA TO " BELOW SURFACE OF VISUALLY SOUND CONCRETE 12" BELOW SURFACE OF VISUALLY SOUND CONCRETE 4. WHEN REINFORCING STEEL IS ENCOUNTERED REMOVE SURROUNDING CONCRETE TO FULLY EXPOSE STEEL " ON 12" ON ALL SIDES 5. CORRODED STEEL SHALL BE SAND-BLASTED TO A WHITE METAL FINISH TO REMOVE ALL CONTAMINANTS AND RUST 6. THE EXPOSED FACES, BOTTOM OF THE PATCH AREA AND ANY EXPOSED STEEL SHALL BE AT A MINIMUM AIR THE EXPOSED FACES, BOTTOM OF THE PATCH AREA AND ANY EXPOSED STEEL SHALL BE AT A MINIMUM AIR BLOWN, WATER BLASTED & AIR BLOWN AGAIN 7. THE PREPARED AREA SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO PLACING THE NEW PATCH MATERIAL THE PREPARED AREA SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO PLACING THE NEW PATCH MATERIAL 8. PRIME STEEL WITH 2 COATS OF SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL 9. APPLY SIKA ARMATEC OR APPROVED EQUAL BONDING AGENT TO CLEANED REPAIR AREA 10. FOR SMALL REPAIR AREAS USE SIKATOP 123 REPAIR MORTAR OR APPROVED EQUAL 11. FOR LARGE REPAIR AREAS, FORM AND USE SIKATOP 111 REPAIR MORTAR OR APPROVED EQUAL

AutoCAD SHX Text

CONSTRUCTION NOTES:

AutoCAD SHX Text

CONCRETE SPOT REPAIR WITH SIKATOP 111 OR 123 REPAIR MORTAR OR APPROVED EQUAL

AutoCAD SHX Text

EXPANSION JOINT REPLACEMENT (USE SILICONE)

AutoCAD SHX Text

FILL IN WITH FLOWABLE CONCRETE 1500 PSI

AutoCAD SHX Text

BRICK REPLACEMENT

AutoCAD SHX Text

TUCK POINTING FILL IN WITH REPAIR CONCRETE 1500 PSI

AutoCAD SHX Text OUTLINE FOR BRICKS REPLACEMENT BY STANDARD SIZE RED FACE BRICK (SEVERE WEATHER) WITH RUNNING BOND. IT INCLUDES BRICK, MORTAR, REINFORCING, ANCHORS AND SCAFFOLDING.

AutoCAD SHX Text

DOWNSPOUTS ASSOCIATED WITH COLUMNS TO BE REPAIRED SHALL BE

AutoCAD SHX Text

REMOVED AND REINSTALLED IF NECESSARY.

AutoCAD SHX Text TUCK POINTING AND PRESSURE WASH FOR JOINT MORTAR REPLACEMENT - REMOVE EXISTING MORTAR TO 3/4" DEPT REPOINTING WITH POINTING MORTAR. IT INCLUDES POINTING MORTAR, CUTTING, RINSING AND CLEANING JOINT.

AutoCAD SHX Text COLUMN AND BEAM CONCRETE SPOT REPAIR BY LATEX CEMENTITIOUS PATCHING MORTAR. IT INCLUDES SAW CUTTING, SAND BLASTING, FORMING, BONDING AGENT AND SEALANT.

AutoCAD SHX Text

EXPANSION JOINT REPLACEMENT BY SILICONE CAULK JOINT MATERIAL FOR 8" WALL.

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%%UGENERAL NOTES:

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CF = CONCRETE FILL - ALL SMALL AND LARGE HOLES IN CONCRETE.

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LEGEND:

AutoCAD SHX Text CR = CONCRETE REPAIR - ALL CRACKS/BROKEN CONCRETE COLUMNS FROM GRADE TO BOTTOM OF SIDING.

AutoCAD SHX Text TP = TUCK POINTING - ALL CRACKS/BROKEN CONCRETE LAYER BETWEEN BRICKS OR CONCRETE BEAMS

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BR = BRICK REPLACEMENT - ALL BROKEN BRICKS ON BRICK WALLS.

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AREA TO REPAIR CONCRETE AND BRICKS

AutoCAD SHX Text

CR = CONCRETE REPAIR - ALL CRACKS/BROKEN CONCRETE GRADE BEAM AND UPPER BEAM.

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TP 24"X "12"

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TP 24"X "12"

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TP 24"X "12"

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TP 24"X "12"

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TP 24"X "12"

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TP 24"X "12"

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TP 24"X "12"

CF FILL HOLE 3"

WEST ELEVATION

WEST ELEVATION

WEST ELEVATION

WEST ELEVATION

S O

U T

H

E

N D

N O

R T

H

E

N D

017W-E-029

017W-E-030

017W-E-041

017W-E-042 017W-E-043

1 2 43

N

BUILDING 17

KEY PLAN

N

BUILDING 17

KEY PLAN

2 3

2 3

1 2 43

N

BUILDING 17

KEY PLAN

N

BUILDING 17

KEY PLAN

SCALE - 3/32" = 1'-0"

SCALE - 3/32" = 1'-0"

SCALE - 3/32" = 1'-0"

SCALE - 3/32" = 1'-0"

EAST ELEVATION

S O

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N D

N O

R T

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N D

017E-E-014

017E-E-013

017E-E-012

017E-E-017 017E-E-003

017E-E-022

017E-W-015

017E-W-014

017E-W-011

017E-W-010

017E-W-009

017E-W-008 017E-W-013

017E-W-012 017E-W-007

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017E-W-003

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017E-W-001

BUILDING 17

KEY PLAN

N

SCALE - 3/32" = 1'-0"

SCALE - 3/32" = 1'-0"

BUILDING 17

KEY PLAN

N

BUILDING 17

KEY PLAN

N

124 3

BUILDING 17

KEY PLAN

N

124 3

EAST ELEVATION

EAST ELEVATION

SCALE - 3/32" = 1'-0" SCALE - 3/32" = 1'-0"

EAST ELEVATION

N

BUILDING 17

KEY PLAN

N

BUILDING 17

KEY PLAN

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AutoCAD SHX Text

%%UBLDG. 17, SEC. 2

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%%UBLDG. 17, SEC. 1

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%%UBLDG. 17, SEC. 3

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%%UBLDG. 17, SEC. 4

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%%UBLDG. 17, SEC. 2

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%%UBLDG. 17, SEC. 3

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%%UBLDG. 17, SEC. 4

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%%UBLDG. 17, SEC. 1

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Appr.

AutoCAD SHX Text Mark

AutoCAD SHX Text

DEFENSE LOGISTICS AGENCY

AutoCAD SHX Text

DEFENSE SUPPLY CENTER COLUMBUS

AutoCAD SHX Text

COLUMBUS, OHIO 43218-3990

AutoCAD SHX Text

FACILITIES ENGINEERING OFFICE

AutoCAD SHX Text

BUILDING 308

AutoCAD SHX Text

INSTALLATION MANAGEMENT OFFICE

AutoCAD SHX Text

BUILDING 17 EAST, WEST, NORTH AND SOUTH WALLS

AutoCAD SHX Text

REPAIR ELEVATION WALLS:

AutoCAD SHX Text

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Sheet

AutoCAD SHX Text reference

AutoCAD SHX Text number:

AutoCAD SHX Text 3-1694

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

CSC-20724

AutoCAD SHX Text

STRUCTURAL WALL REPAIRS

AutoCAD SHX Text

& PAINT MAINTENANCE, BASE WIDE, FY20

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text

GARY JOHNSON

AutoCAD SHX Text

DM-FCO (SAFETY)

AutoCAD SHX Text

FACILITIES ENGINEER

AutoCAD SHX Text

DM-FCS (SECURITY)

AutoCAD SHX Text Approved by:

AutoCAD SHX Text

DM-FCE (ENVIRONMENTAL)

AutoCAD SHX Text Date:

AutoCAD SHX Text Plot Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

DESIGN BY:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text

CHIEF, DM-FCIE

AutoCAD SHX Text

30 SEPT 19

AutoCAD SHX Text

DM-FCI

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

SINAN FALAH

AutoCAD SHX Text

CR 96"X24"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text TP 48"x "12"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text CF 24"x4"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text

CF 2"

AutoCAD SHX Text CR 24"x6"

AutoCAD SHX Text CF 12"x6"

AutoCAD SHX Text

CF 2"

AutoCAD SHX Text TP 196"x "12"

AutoCAD SHX Text TP 228"x "12"

AutoCAD SHX Text TP 144"x "12"

AutoCAD SHX Text

CF 4"

AutoCAD SHX Text TP 196"x "12"

AutoCAD SHX Text CF 36"x2"

AutoCAD SHX Text TP 79"x "12"

AutoCAD SHX Text TP 196"x "12"

AutoCAD SHX Text

CF 2"

AutoCAD SHX Text CF 16"x3"

AutoCAD SHX Text CF 4"x2"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text TP 56"x "12"

AutoCAD SHX Text CF 4"x2"

AutoCAD SHX Text

CF 2"

AutoCAD SHX Text

CF 1"

AutoCAD SHX Text TP 196"x "12"

AutoCAD SHX Text

CF 4"

AutoCAD SHX Text CF 6"x4"

AutoCAD SHX Text CR 24"x36"

AutoCAD SHX Text CR 36"x6"

AutoCAD SHX Text CR 36"x24"

AutoCAD SHX Text TP 36"x "12"

AutoCAD SHX Text

CF 1"

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CF 1"

AutoCAD SHX Text TP 16"x "12"

AutoCAD SHX Text TP 16"x "12"

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CF 2"

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CF 2"

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CF 2"

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CF 2"

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CF 2"

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CF 2"

AutoCAD SHX Text TP 60"x "12"

AutoCAD SHX Text

CONCRETE REPAIR NOTES:

AutoCAD SHX Text

1. TUCK POINTING TO BRICK AND MASONRY WALLS 2. STRUCTURAL CONCRETE SPOT REPAIR AT SELECTED LOCATIONS 3. BRICK AND EIFS REPLACEMENT 4. EXPANSION JOINT SEALANT MATERIAL REPLACEMENT

AutoCAD SHX Text THE EXISTING MORTAR JOINTS ARE FAILING. BRICKS AND STUCCO EIFS IN THE EXTERIOR WALLS ARE GETTING LOOSE AND MISSING BRICKS AND STUCCO EIFS IN FEW PLACES. THERE ARE MANY SPALLED AND CRACKED AREAS IN THE CONCRETE GRADE BEAMS, UPPER BEAMS AND COLUMNS. CONCRETE STRUCTURE ARE DETERIORATED AND WEARING OUT AT SOME LOCATIONS.. THE REINFORCEMENT BARS ARE EXPOSED TO WEATHER A FEW LOCATIONS AND HAVING RUSTED MAIN BARS. MAINTENANCE AND REPAIR WORK ARE REQUIRED TO MEET THE REGULATORY REQUIREMENTS IN GOOD CONDITION. SCOPE OF WORK IS REQUIRED TO REPAIR DETERIORATION OF THE BUILDING.

AutoCAD SHX Text

SCOPE OF WORK:

AutoCAD SHX Text

1. REPAIR AREA SHALL BE RECTANGULAR WITH SAW CUT 1" DEEP (MINIMUM), APPROXIMATELY 2" BEYOND SPALL AREA 2. REMOVE ALL UNSOUND CONCRETE TO OBTAIN A SURFACE PROFILE OF +/- " 116" 3. REMOVE MATERIAL INSIDE SAWN AREA TO " BELOW SURFACE OF VISUALLY SOUND 12" BELOW SURFACE OF VISUALLY SOUND CONCRETE 4. WHEN REINFORCING STEEL IS ENCOUNTERED REMOVE SURROUNDING CONCRETE TO FULLY EXPOSE STEEL " ON ALL SIDES 12" ON ALL SIDES 5. CORRODED STEEL SHALL BE SAND-BLASTED TO A WHITE METAL FINISH TO REMOVE ALL CONTAMINANTS AND RUST 6. THE EXPOSED FACES, BOTTOM OF THE PATCH AREA AND ANY EXPOSED STEEL SHALL BE THE EXPOSED FACES, BOTTOM OF THE PATCH AREA AND ANY EXPOSED STEEL SHALL BE AT A MINIMUM AIR BLOWN, WATER BLASTED & AIR BLOWN AGAIN 7. THE PREPARED AREA SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO PLACING THE THE PREPARED AREA SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO PLACING THE NEW PATCH MATERIAL 8. PRIME STEEL WITH 2 COATS OF SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL 9. APPLY SIKA ARMATEC OR APPROVED EQUAL BONDING AGENT TO CLEANED REPAIR AREA 10. FOR SMALL REPAIR AREAS USE SIKATOP 123 REPAIR MORTAR OR APPROVED EQUAL 11. FOR LARGE REPAIR AREAS, FORM AND USE SIKATOP 111 REPAIR MORTAR OR APPROVED EQUAL

AutoCAD SHX Text

CONSTRUCTION NOTES:

AutoCAD SHX Text

CONCRETE SPOT REPAIR WITH SIKATOP 111 OR 123 REPAIR MORTAR OR APPROVED EQUAL

AutoCAD SHX Text

EXPANSION JOINT REPLACEMENT (USE SILICONE)

AutoCAD SHX Text

FILL IN WITH FLOWABLE CONCRETE 1500 PSI

AutoCAD SHX Text

BRICK REPLACEMENT

AutoCAD SHX Text

TUCK POINTING FILL IN WITH REPAIR CONCRETE 1500 PSI

AutoCAD SHX Text OUTLINE FOR BRICKS REPLACEMENT BY STANDARD SIZE RED FACE BRICK (SEVERE WEATHER) WITH RUNNING BOND. IT INCLUDES BRICK, MORTAR, REINFORCING, ANCHORS AND SCAFFOLDING.

AutoCAD SHX Text

DOWNSPOUTS ASSOCIATED WITH COLUMNS TO BE REPAIRED SHALL BE

AutoCAD SHX Text

REMOVED AND REINSTALLED IF NECESSARY.

AutoCAD SHX Text TUCK POINTING AND PRESSURE WASH FOR JOINT MORTAR REPLACEMENT - REMOVE EXISTING MORTAR TO 3/4" DEPT REPOINTING WITH POINTING MORTAR. IT INCLUDES POINTING MORTAR, CUTTING, RINSING AND CLEANING JOINT.

AutoCAD SHX Text COLUMN AND BEAM CONCRETE SPOT REPAIR BY LATEX CEMENTITIOUS PATCHING MORTAR. IT INCLUDES SAW CUTTING, SAND BLASTING, FORMING, BONDING AGENT AND SEALANT.

AutoCAD SHX Text

EXPANSION JOINT REPLACEMENT BY SILICONE CAULK JOINT MATERIAL FOR 8" WALL.

AutoCAD SHX Text

%%UGENERAL NOTES:

AutoCAD SHX Text

CF = CONCRETE FILL - ALL SMALL AND LARGE HOLES IN CONCRETE.

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text CR = CONCRETE REPAIR - ALL CRACKS/BROKEN CONCRETE COLUMNS FROM GRADE TO BOTTOM OF SIDING.

AutoCAD SHX Text

TP = TUCK POINTING - ALL CRACKS/BROKEN CONCRETE LAYER BETWEEN BRICKS

AutoCAD SHX Text

BR = BRICK REPLACEMENT - ALL BROKEN BRICKS ON BRICK WALLS.

AutoCAD SHX Text

AREA TO REPAIR CONCRETE AND BRICKS

AutoCAD SHX Text

CR = CONCRETE REPAIR - ALL CRACKS/BROKEN CONCRETE GRADE BEAM AND UPPER BEAM.

AutoCAD SHX Text

BUILDING 17-4 SOUTH ELEVATION NOT TO SCALE

BUILDING 17-1 NORTH ELEVATION

BUILDING 18

KEY PLAN

N

2 3 4

BUILDING 18

KEY PLAN

N

2 3 4

BUILDING 18

KEY PLAN

N

2 3 4

BUILDING 18

KEY PLAN

N

2 3 4

018-E-002

018-E-003

018E-E-004

018-E-005

EAST WALL ELEVATION

EAST WALL ELEVATION

EAST WALL ELEVATION

EAST WALL ELEVATION

N.T.S

N.T.S

N.T.S

N.T.S

BUILDING 18

KEY PLAN

N

1 2 43

N.T.S

BUILDING 18

KEY PLAN

N

1 2 43

BUILDING 18

KEY PLAN

N

1 2 43

BUILDING 18

KEY PLAN

N

1 2 43

018W-W-008

018W-W-007

018W-W-006

018W-W-005

018W-E-019

018W-E-018

018W-E-017 018W-E-016

WEST WALL ELEVATION

N.T.S

WEST WALL ELEVATION

N.T.S

WEST WALL ELEVATION

N.T.S

WEST WALL ELEVATION

N

BUILDING 18

KEY PLAN

2 3

N

BUILDING 18

KEY PLAN

2 3

018N-E-001

018S-E-006

DLA ENTERPRISE SUPPORT

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AutoCAD SHX Text %%uBLDG. 18, SEC. 3

AutoCAD SHX Text %%uBLDG. 18, SEC. 4

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AutoCAD SHX Text %%uBLDG. 18, SEC. 1

AutoCAD SHX Text %%uBLDG. 18, SEC. 3

AutoCAD SHX Text %%uBLDG. 18, SEC. 2

AutoCAD SHX Text %%uBLDG. 18, SEC. 1

AutoCAD SHX Text %%uBLDG. 18, SEC. 4

AutoCAD SHX Text

DOOR

AutoCAD SHX Text O.H.

AutoCAD SHX Text

DOOR

AutoCAD SHX Text O. H.

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Appr.

AutoCAD SHX Text Mark

AutoCAD SHX Text

DEFENSE LOGISTICS AGENCY

AutoCAD SHX Text

DEFENSE SUPPLY CENTER COLUMBUS

AutoCAD SHX Text

COLUMBUS, OHIO 43218-3990

AutoCAD SHX Text

FACILITIES ENGINEERING OFFICE

AutoCAD SHX Text

BUILDING 308

AutoCAD SHX Text

INSTALLATION MANAGEMENT OFFICE

AutoCAD SHX Text

BUILDING 18 EAST, WEST, NORTH AND SOUTH WALLS

AutoCAD SHX Text

REPAIR ELEVATION WALLS:

AutoCAD SHX Text

BUILDING 18-4 SOUTH WALL NOT TO SCALE

AutoCAD SHX Text

BUILDING 18-1 NORTH WALL NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Sheet

AutoCAD SHX Text reference

AutoCAD SHX Text number:

AutoCAD SHX Text 3-1694

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

CSC-20724

AutoCAD SHX Text

STRUCTURAL WALL REPAIRS

AutoCAD SHX Text

& PAINT MAINTENANCE, BASE WIDE, FY20

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text

GARY JOHNSON

AutoCAD SHX Text

DM-FCO (SAFETY)

AutoCAD SHX Text

FACILITIES ENGINEER

AutoCAD SHX Text

DM-FCS (SECURITY)

AutoCAD SHX Text Approved by:

AutoCAD SHX Text

DM-FCE (ENVIRONMENTAL)

AutoCAD SHX Text Date:

AutoCAD SHX Text Plot Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

DESIGN BY:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text

CHIEF, DM-FCIE

AutoCAD SHX Text

30 SEPT 19

AutoCAD SHX Text

DM-FCI

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

SINAN FALAH

AutoCAD SHX Text

CF 3" 1"

AutoCAD SHX Text TP 204"x "12"

AutoCAD SHX Text CR 6"x18"

AutoCAD SHX Text CR 6"x12"

AutoCAD SHX Text CR 120"x24"

AutoCAD SHX Text CR 60"x12"

AutoCAD SHX Text CR 6"x36"

AutoCAD SHX Text CR 108"x24"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text CR 12"x36"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text

CF 3" 1"

AutoCAD SHX Text TP 144"x "12"

AutoCAD SHX Text CR 3"x6"

AutoCAD SHX Text

CF 3"

AutoCAD SHX Text CR 36"x36"

AutoCAD SHX Text CR 4"x4"

AutoCAD SHX Text CR 6"x3"

AutoCAD SHX Text TP 144"x "12"

AutoCAD SHX Text CR 12"x12"

AutoCAD SHX Text CR 12"x36"

AutoCAD SHX Text TP 204"x "12"

AutoCAD SHX Text CR 3"x20"

AutoCAD SHX Text CR 12"x6"

AutoCAD SHX Text TP 24"x "12"

AutoCAD SHX Text CR 24"x48"

AutoCAD SHX Text CR 12"x6"

AutoCAD SHX Text CR 56"x12"

AutoCAD SHX Text CR 24"x12"

AutoCAD SHX Text CR 24"x4"

AutoCAD SHX Text TP 144"x "12"

AutoCAD SHX Text CF 12"x4"

AutoCAD SHX Text CF 4"x4"

AutoCAD SHX Text TP 204"x "12"

AutoCAD SHX Text CR 36"x24"

AutoCAD SHX Text CR 180"x36"

AutoCAD SHX Text TP 144"x "12"

AutoCAD SHX Text CR 6"x48"

AutoCAD SHX Text TP 204"x "12"

AutoCAD SHX Text CF 4"x6"

AutoCAD SHX Text TP 129"x "12"

AutoCAD SHX Text TP 184"x "12"

AutoCAD SHX Text CR 24"x6"

AutoCAD SHX Text CR 12"x12"

AutoCAD SHX Text CF 4"x3"

AutoCAD SHX Text TP 15"x "12"

AutoCAD SHX Text TP 126"x "12"

AutoCAD SHX Text CR 120"x15"

AutoCAD SHX Text CF 60"x15"

AutoCAD SHX Text CR 96"x15"

AutoCAD SHX Text TP 204"x "12"

AutoCAD SHX Text CF 80"x15"

AutoCAD SHX Text CR 24"x168"

AutoCAD SHX Text CR 24"x36"

AutoCAD SHX Text TP 15"x "12"

AutoCAD SHX Text CR 24"x100"

AutoCAD SHX Text CR 204"x15"

AutoCAD SHX Text TP 56"x "12"

AutoCAD SHX Text CR 204"x15"

AutoCAD SHX Text

CONCRETE REPAIR NOTES:

AutoCAD SHX Text

1. TUCK POINTING TO BRICK AND MASONRY WALLS 2. STRUCTURAL CONCRETE SPOT REPAIR AT SELECTED LOCATIONS 3. BRICK AND EIFS REPLACEMENT 4. EXPANSION JOINT SEALANT MATERIAL REPLACEMENT

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CONCRETE SPOT REPAIR WITH SIKATOP 111 OR 123 REPAIR MORTAR OR APPROVED EQUAL

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EXPANSION JOINT REPLACEMENT (USE SILICONE)

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FILL IN WITH FLOWABLE CONCRETE 1500 PSI

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BRICK REPLACEMENT

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TUCK POINTING FILL IN WITH REPAIR CONCRETE 1500 PSI

AutoCAD SHX Text THE EXISTING MORTAR JOINTS ARE FAILING. BRICKS AND STUCCO EIFS IN THE EXTERIOR WALLS ARE GETTING LOOSE AND MISSING BRICKS AND STUCCO EIFS IN FEW PLACES. THERE ARE MANY SPALLED AND CRACKED AREAS IN THE CONCRETE GRADE BEAMS, UPPER BEAMS AND COLUMNS.

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