Tab_25b_SP470219R0024_Attach_C_Drawings.pdf

PDF 6 MB Posted Aug 9, 2019

Attached to: Maintenance and Repair to Tie-Back Anchors at DSCC
Solicitation number: SP4702-19-R-0024
Issued by: Defense Logistics Agency Land and Maritime

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Solicitation SP4702-19-R-0024 Attachment C - Drawings

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RESPONSE

APPROACH

X X

Bldg 48

VENT

PUBLIC SAFETY FACILITY

SP470219R0024 Attachment C

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DLA ENTERPRISE SUPPORT

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DRAWN BY:

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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 DIVISION

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PROJECT

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CSC-19003

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M & R TO TIE-BACK

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GARY JOHNSON

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M. RUSTAM ALI

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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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CHIEF, DM-FCIE

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29 MAR 19

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DM-FCI

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ANCHORS, BLDGS. 20 & 21

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DM-FCIE

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DM-FCIE

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COVER SHEET

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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 ENSURE THAT ALL WORK WILL BE DONE IN ACCORDANCE WITH NFPA 5000 BUILDING CONSTRUCTION AND SAFETY CODES. 8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY. 9. THE CONTRACTOR SHALL USE APPROPRIATE CONTROLS TO PREVENT MATERIAL FROM ENTERING THE ROOF DRAIN SUCH AS DRAIN COVERS. THE TECHNIQUES TO BE UTILIZED WILL BE DISCUSSED AT THE PRE-CONSTRUCTION MEETING AND INSPECTED BY ENVIRONMENTAL PERSONNEL PRIOR TO THE START OF WORK.

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DUBLIN GRANVILLE

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WORTHINGTON

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RD.

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RIVERLEA

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WESTERVILLE

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GRANVILLE

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RD.

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MILLERSBURG

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HAMILTON RD.

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NEW

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ALBANY

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CLEVELAND AVE.

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MORSE RD.

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COLUMBUS-WOOSTER

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PIKE

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UPPER ARLINGTON

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CANAL

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WINCHESTER

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GROVEPORT

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RICKENBACKER AFB

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REYNOLDSBURG

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PORT COLUMBUS

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INTERNATIONAL

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17TH

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GROVE CITY

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STRING

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TOWN

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RD.

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LANE AVE.

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GRANDVIEW

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HEIGHTS

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OBETZ

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S. HIGH ST.

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W. BROAD ST.

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E. BROAD ST.

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MAIN ST.

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BEXLEY

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WHITEHALL

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JAMES

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RD.

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N. HIGH ST.

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BRICE

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COLUMBUS

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COLUMBUS

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AND VICINITY

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SCALE IN MILES

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DCSC

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VICINITY MAP

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NORTH

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WORK LOCATIONS

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%%UGENERAL NOTES;

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%%ULEGEND

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%%USECTION SYMBOL

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INDICATES SECTION NUMBER

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WHERE SECTION

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INDICATES DIRECTION

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OF CUTTING PLANE

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SHEET NUMBER

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IS TAKEN

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WHERE SECTION

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SHEET NUMBER

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IS DRAWN

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INDEX OF DRAWINGS

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TITLE

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CENTER - COLUMBUS

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PROJECT NO. CSC-19003

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M & R TO TIE-BACK ANCHORS, BLDGS. 20 & 21

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DEFENSE SUPPLY

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SHEET NO.

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EX. SIGN

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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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LOCATION

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(BY OTHERS)

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EX. STOP

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SIGN

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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EX. SIGN

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7TH BLVD. &

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PERSHING AVE.

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EX. STOP

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SIGN

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EX. 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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PERSHING AVENUE

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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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RETENTION

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POND

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RETENTION

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POND

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RETENTION

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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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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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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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GATE - CLOSED

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E. BROAD STREET

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MAIN GATE

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JAMES ROAD

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TRUCK GATE

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LANE GATE

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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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TEE #3

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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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ACCESS ROAD

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CENTER

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PARKING LOT

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12" WATER

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12" WATER

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AT/FP

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DISTANCE

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NEW GREEN AREA

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EX. SIGN

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PT RUNNING

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COURSE

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POOL

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POND

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13TH BLVD.

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BLDG. 20 ROOF TIE-BACK ANCHOR AND ROOF FRAMING PLANS

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1. THE FIRE DEPARTMENT SHALL BE NOTIFIED IN ADVANCE WHEN BLOCKING A STREET, HYDRANT, AND OTHER UTILITIES AT THE PROJECT SITE. CONTACT TELEPHONE # FOR THE FIRE DEPARTMENT IS 614-692-2921 OR 614-692-2016. 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF UFC 3-600-01, (CURRENT EDITION), AND NFPA 241, (CURRENT ADDITION), CHAPTER 7 SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS. 3, WHILE UNDER CONSTRUCTION, TRAFFIC CONTROL PROCEDURES SHALL BE ESTABLISHED BY CONTRACTOR SO THAT VEHICLES EITHER STOP OR PROCEED WITH CAUTION. TRAFFIC SHALL NOT BE PERMITTED TO BLOCK OR OTHERWISE INTERFERE WITH RESPONSE OF EMERGENCY AND FIRE EQUIPMENT. TRAFFIC INCIDENT MANAGEMENT SHALL BE IN CONFORMANCE WITH CHAPTER 6I, "CONTROL OF TRAFFIC THROUGH TRAFFIC INCIDENT MANAGEMENT AREAS", OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. , LATEST EDITION. 4. ACCESS TO ALL FIRE HYDRANTS SHALL BE READILY ACCESSIBLE AND SHALL BE FREE OF ANY OBSTRUCTIONS SUCH AS DEBRIS, EQUIPMENT, VEHICLES OR ANY OTHER TYPE OF OBSTRUCTION THAT WOULD HINDER FIREFIGHTING OPERATIONS. 5. AFTER ROOFING INSTALLATION, FULL TESTING IN ACCORDANCE WITH NFPA 24 (CURRENT EDITION) CHAPTER 10.10 TESTING AND ACCEPTANCE SHALL BE CONDUCTED WITH A DSCC FIRE INSPECTOR. NOTIFY THE DSCC FIRE PREVENTION OFFICE (614) 692-2921 AT LEAST 24 HOURS PRIOR TO CONDUCTING TESTING. 6. ROOFING TORCH, CUTTING AND OTHER HOT WORK ACTIVITIES NEED TO FOLLOW THE STANDARDS OF NFPA 51B (CURRENT EDITION). HOT WORK PERMITS NEED TO BE APPROVED BEFORE ANY OF THE ABOVE ACTIVITIES ARE TO BE STARTED. 7. THIS PROJECT FALLS UNDER CATEGORICAL EXCLUSION 27, MAINTENANCE TO BLDG. 20. 1.) WEIGHTS FOR RECYCLED, REUSED AND LANDFILLED MATERIALS SHALL BE SUBMITTED. 2.) EMS MATERIALS SHALL BE READ AND SIGNED FOR. 3.) ALL NEW MATERIALS USED SHALL BE FREE OF ASBESTOS, PCBs lead and cadmium base paint. 4.) ALL NEW MATERIALS SHOULD COMPLY WITH FEDERAL GREEN PROCUREMENT GUIDELINES. https://sftool.gov/greensprocurement/green-products/3/building-finishes/0

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%%UCONSTRUCTION NOTES:

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BLDG. 20 ROOF

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BLDGS. 20 AND 21 TPO ROOFING MEMBRANE SYSTEM AND BRACING DETAILS

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BLDG. 21 ROOF

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BLDG. 21 ROOF TIE-BACK ANCHOR AND ROOF FRAMING PLANS

SP470219R0024 Attachment C

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AR03

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AR02

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AR02

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AD01

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ROOF BELOW

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ROOF BELOW

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ROOF DIVIDER

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ROOF DIVIDER

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ROOF

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DIVIDER

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ROOF

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DIVIDER

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GUARDRAIL

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GUARDRAIL

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ROOF DRAIN

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RE: 2/AD04

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ROOF DIVIDER

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ROOF DIVIDER

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ROOF

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DIVIDER

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ROOF

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DIVIDER

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FEC

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DAVIT

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TIE BACK

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GUARDRAIL

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ROOF BELOW

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ROOF

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SEE DETAIL A SHT. 10 OF 10

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FOR CONTINUATION SEE SHEET SG27

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EL.911'-8 3/4"

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EL.910'-6"

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EL.911'-11"

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EL.903'-0 1/2"

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T/STL (H.P.) EL.911'-1 "12"

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AutoCAD SHX Text W12x26

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.909'-10 1/2"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.910'-6"

AutoCAD SHX Text

L.P.T/STL.

AutoCAD SHX Text

EL.909'-10 1/2"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.910'-6"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.910'-11 1/2"

AutoCAD SHX Text

T/STL. (H.P.)

AutoCAD SHX Text

EL.911'-1 1/2 "

AutoCAD SHX Text

T/STL. (H.P.)

AutoCAD SHX Text

EL.911'-1 1/2 "

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.911'-7"

AutoCAD SHX Text 6'-8 7/8 "

AutoCAD SHX Text 4'-9 1/4 "

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.911'-8 3/4 "

AutoCAD SHX Text

L.P.T/STL.

AutoCAD SHX Text

EL.909'-10 1/2 "

AutoCAD SHX Text W8

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.910'-6"

AutoCAD SHX Text 4'-9 1/4 "

AutoCAD SHX Text 6'-8 7/8"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.911'-1 1/2"

AutoCAD SHX Text MC12x31

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text W8

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text W8

AutoCAD SHX Text do

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text W8

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

TYP

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.910'-6"

AutoCAD SHX Text

TYP

AutoCAD SHX Text W14x53

AutoCAD SHX Text

RAD PT

AutoCAD SHX Text W14x53

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 11"

AutoCAD SHX Text 1'-5 3/4"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.911'-11"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.911'-9 1/2"

AutoCAD SHX Text W8

AutoCAD SHX Text (%%P9k)

AutoCAD SHX Text W24x55 (%%P12k)

AutoCAD SHX Text W21x44 (%%P20k)

AutoCAD SHX Text W24x55 (%%P40k)

AutoCAD SHX Text W24x55 (|10k)

AutoCAD SHX Text W18x40 (%%P10k)

AutoCAD SHX Text W14x22 (%%P10k)

AutoCAD SHX Text W21x50 (|10k)

AutoCAD SHX Text W24x55 (|10k)

AutoCAD SHX Text W18x40 (%%P10k)

AutoCAD SHX Text W14x22 (%%P10k)

AutoCAD SHX Text W21x50 (%%P10k)

AutoCAD SHX Text W21x44 (%%P20k)

AutoCAD SHX Text W24x55 (%%P40k)

AutoCAD SHX Text W12x19 (%%P9k)

AutoCAD SHX Text W14x53

AutoCAD SHX Text 11"

AutoCAD SHX Text 1'-5 3/4 "

AutoCAD SHX Text MC12x31

AutoCAD SHX Text

SIM

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text W8x18

AutoCAD SHX Text W8

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.903'-0 1/2"

AutoCAD SHX Text

T/STL.

AutoCAD SHX Text

EL.903'-2"

AutoCAD SHX Text W8x18

AutoCAD SHX Text

EL 903'-0 1/2"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text W12x26

AutoCAD SHX Text W12x26 (%%P18k)

AutoCAD SHX Text W12x26 (%%P10k)

AutoCAD SHX Text W12x26 (%%P18k)

AutoCAD SHX Text W12x26

AutoCAD SHX Text W12x26 (%%P10k)

AutoCAD SHX Text W12x26

AutoCAD SHX Text W12x26 (%%P10k)

AutoCAD SHX Text W12x19 (%%P10k)

AutoCAD SHX Text W12x19

AutoCAD SHX Text W12x19 (%%P10k)

AutoCAD SHX Text W12x26

AutoCAD SHX Text W12x26 (%%P10k)

AutoCAD SHX Text W12x26(%%P10k)

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text

DLA ENTERPRISE SUPPORT

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Sheet

AutoCAD SHX Text reference

AutoCAD SHX Text number:

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 DIVISION

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

CSC-19003

AutoCAD SHX Text

M & R TO TIE-BACK

AutoCAD SHX Text 3-1693

AutoCAD SHX Text

GARY JOHNSON

AutoCAD SHX Text

M. RUSTAM ALI

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 Submitted by:

AutoCAD SHX Text

CHIEF, DM-FCIE

AutoCAD SHX Text

29 MAR 19

AutoCAD SHX Text

DM-FCI

AutoCAD SHX Text

ANCHORS, BLDGS. 20 & 21

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

LEGEND: - REPAIR LOCATION OF ROOF TIE-BACK ANCHOR

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

%%UROOF TIE-BACK ANCHOR PLAN

AutoCAD SHX Text

%%UPODS A, B. C

AutoCAD SHX Text

%%UBULDING 20

AutoCAD SHX Text

BUILDING 20

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

%%UROOF FRAMING PLAN

AutoCAD SHX Text

%%UPODS A, B. C

AutoCAD SHX Text

%%UBULDING 20

AutoCAD SHX Text

(54 TOTAL ANCHORS FOR REPAIR)

AutoCAD SHX Text

ROOF TIE-BACK ANCHOR

AND ROOF FRAMING PLANS

AutoCAD SHX Text

AutoCAD SHX Text do

Au…

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