_FINAL subm VA Salisbury Roof Repl DWG.pdf

PDF 7 MB Posted Oct 23, 2020

Attached to: Z1DZ--B6 Roof Structural Repair Federal contract opportunity
Solicitation number: 36C24621B0001
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for a roof structural repair project at a Department of Veterans Affairs medical center. The project involves repairing concrete cracks, spalls and deficiencies on the roof of Building 6 at the VA Medical Center in Salisbury, North Carolina. Repairs include epoxy injection of cracks, removal of loose concrete, application of epoxy patches, and installation of up to five additional ceiling supports. Bids are due by email to the specified contracting officer by November 24, 2020. The estimated value of the contract is between $250,000 and $500,000.

View the file

Other files for this federal contract opportunity

Other files attached to Z1DZ--B6 Roof Structural Repair, newest first.
File	Type	Posted
36C24621B0001_2.docx	DOCX document	Oct 23, 2020

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DRAWING TITLE

DWG

NO.

INDEX OF DRAWINGS

DRAWING TITLE

DWG

NO.

EMERGENCY ROOF REPAIR

AT THE VA MEDICAL CENTER

BUILDING 6

SALISBURY, NC

CONTRACT NO.: 36C24620C0068

CONSTRUCTION DOCUMENTS -FINAL SUBMITTAL

N.T.S.

PROJECT SITE

BUILDING

PROJECT

LOCATION

COVER SHEET

G000

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

CONSTRUCTION

DOCUMENTS - FINAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BUILDING 6 STRUCTURAL

ROOF REPAIR

Salisbury, NC 28144

36C24620C0068

Project Director

09/11/2020 JLH EO/JLHRevisions: Date:

AutoCAD SHX Text

AREA MAP

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text A101

AutoCAD SHX Text S001

AutoCAD SHX Text

PARTIAL GROUND FLOOR PLAN

AutoCAD SHX Text S101

AutoCAD SHX Text S301

AutoCAD SHX Text G001

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text G002

AutoCAD SHX Text

LEGENDS, ABBREVIATIONS, AND NOTES

AutoCAD SHX Text

STRUCTURAL NOTES

AutoCAD SHX Text

ROOF FRAMING PLAN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

STREET

AutoCAD SHX Text

HEDRICK

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text

BRENNER

AutoCAD SHX Text

SALISBURY, NORTH CAROLINA

AutoCAD SHX Text %%uW.G.(Bill) HEFNER MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text 11A

AutoCAD SHX Text 11C

AutoCAD SHX Text 11B

AutoCAD SHX Text

AutoCAD SHX Text 14E

AutoCAD SHX Text 14W

AutoCAD SHX Text

AutoCAD SHX Text 21B

AutoCAD SHX Text 21A

AutoCAD SHX Text

AutoCAD SHX Text 17A

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No. 8509

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

ARCHITECTURAL GENERAL NOTES ARCHITECTURAL ABBREVIATIONSGENERAL PROJECT NOTES

ARCHITECTURAL LEGEND

LEGENDS, ABBREVIATIONS AND

NOTES

G001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

CONSTRUCTION

DOCUMENTS - FINAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BUILDING 6 STRUCTURAL

ROOF REPAIR

Salisbury, NC 28144

36C24620C0068

Project Director

09/11/2020 JLH EO/JLHRevisions: Date:

AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: FACE OF EXISTING WALL SURFACE C OF EXISTING COLUMNS B. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. C. REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR IF APPLICABLE. D. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES. WHERE EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF NEW MATERIALS. E. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST. WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED.

AutoCAD SHX Text AC AIR CONDITIONING AIR CONDITIONING AT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR ALUM ALUMINUM ALUMINUM BATT BATT INSULATION BATT INSULATION BD BOARD BOARD BO BOTTOM OF BOTTOM OF CBB CEMENTITIOUS BACKER BOARD CEMENTITIOUS BACKER BOARD CCW CEMENTITIOUS CRYSTALLINE WATERPROOFING CEMENTITIOUS CRYSTALLINE WATERPROOFING CFMF COLD-FORMED METAL FRAMING COLD-FORMED METAL FRAMING CG CORNER GUARD CORNER GUARD CJ CONTROL JOINT CONTROL JOINT C CENTERLINE CENTERLINE CLG CEILING CEILING CMT CERAMIC MOSAIC TILE CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CASED OPENING CASED OPENING COMM COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE CONC-S CONCRETE WITH SEALER CONCRETE WITH SEALER CONT CONTINUOUS CONTINUOUS COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE CT CERAMIC TILE CERAMIC TILE CTB CERAMIC TILE BASE CERAMIC TILE BASE CP CARPET CARPET CPT CARPET TILE CARPET TILE DIA DIAMETER DIAMETER EDF ELECTRIC DRINKING FOUNTAIN ELECTRIC DRINKING FOUNTAIN EJ EXPANSION JOINT EXPANSION JOINT ELEC ELECTRICAL ELECTRICAL EQ EQUAL EQUAL ES EXPOSED STRUCTURE EXPOSED STRUCTURE ETC ET CETERA ET CETERA EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EXIST EXISTING EXISTING EXP EXPOSED EXPOSED FAC FIN FACTORY FINISH FACTORY FINISH FD FLOOR DRAIN FLOOR DRAIN FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FIRE HOSE CABINET FF FINISHED FLOOR FINISHED FLOOR FIN FINISH FINISH FLR FLOOR FLOOR FO FACE OF FACE OF FV FIELD VERIFY FIELD VERIFY (PRIOR TO ORDERING OR CUTTING) (PRIOR TO ORDERING OR CUTTING) FWC FABRIC WALLCOVERING FABRIC WALLCOVERING GA GAGE GAGE GRA GRANITE GRANITE GWB/GYP BD GYPSUM (WALL) BOARD GYP GYPSUM GYPSUM HC HANDICAPPED HANDICAPPED HM HOLLOW METAL HOLLOW METAL HPDL HIGH-PRESSURE DECORATIVE LAMINATE HIGH-PRESSURE DECORATIVE LAMINATE HVAC HEATING VENTILATION AND AIR CONDITIONING HEATING VENTILATION AND AIR CONDITIONING JT JOINT JOINT LVT LUXURY VINYL TILE LUXURY VINYL TILE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MO MASONRY OPENING MASONRY OPENING MTL METAL METAL NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OH OPPOSITE HAND OPPOSITE HAND P PAINT PAINT PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLS PLASTER PLASTER POR PORCELAIN TILE PORCELAIN TILE PR PAIR PAIR PT PRESSURE TREATED PRESSURE TREATED PTB PORCELAIN TILE BASE PORCELAIN TILE BASE QT QUARRY TILE QUARRY TILE RB RESILIENT BASE RESILIENT BASE REF REFRIGERATOR REFRIGERATOR REQ'D REQUIRED REQUIRED RES RESINOUS FLOORING RESINOUS FLOORING RES-C RESINOUS EPOXY - CEILING RESINOUS EPOXY - CEILING RES-W RESINOUS EPOXY - WALL RESINOUS EPOXY - WALL RF RUBBER FLOORING RUBBER FLOORING RO ROUGH OPENING ROUGH OPENING RPH RECESSED PAPER HOLDER RECESSED PAPER HOLDER SC SEALED HIGH BUILD GLAZED COATING SEALED HIGH BUILD GLAZED COATING (SPECIAL COATING) SD SOAP DISPENSER SOAP DISPENSER SCW SOLID CORE WOOD SOLID CORE WOOD SIM SIMILAR SIMILAR SND SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPENSER SF SPECIAL FACED SPECIAL FACED SS STAINLESS STEEL STAINLESS STEEL SSM SOLID SURFACE MATERIAL SOLID SURFACE MATERIAL STL STEEL STEEL SUBS SUBSTRATE SUBSTRATE SV SHEET VINYL SHEET VINYL SVT SOLID VINYL TILE SOLID VINYL TILE TB TACK BOARD TACK BOARD TELE TELEPHONE TELEPHONE TO TOP OF TOP OF TP TOILET PAPER TOILET PAPER TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VWC VINYL WALL COVERING VINYL WALL COVERING WC WALL COVERING WALL COVERING WD WOOD WOOD WR WATER RESISTANT WATER RESISTANT WSF WELDED SEAM SHEET FLOORING WELDED SEAM SHEET FLOORING

AutoCAD SHX Text L

AutoCAD SHX Text A. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAR UP THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAR UP THE WORK AREA IF SO ASKED IN MEDICAL SITUATIONS REQUIRING SUCH ACTION. B. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY SECURED AT ALL TIMES BY THE CONTRACTOR TO REDUCE POSSIBILITY OF ANY OF THESE TOOLS BEING A HAZARD TO PATIENTS, VISITORS, OR EMPLOYEES. D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE WITH COR. E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE ALLOWED TO PERFORM WORK ON VA PREMISES. F. ABSOLUTELY NO VA TOOLS, MATERIALS, OR EQUIPMENT WILL BE LOANED OR ABSOLUTELY NO VA TOOLS, MATERIALS, OR EQUIPMENT WILL BE LOANED OR GIVEN BY THE VA TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE AT ANY TIME. G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST, AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM. ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH COR AND THE VA SAFETY OFFICER. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT PRESENT IN WORK AREA. H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND TO BE SECURE, SAFE, AND FREE OF ANY FLAMMABLE LIQUIDS. I. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. J. SEE SPECIFICATION SECTION 01 00 00 FOR INTERIM LIFE SAFETY MEASURES. SEE SPECIFICATION SECTION 01 00 00 FOR INTERIM LIFE SAFETY MEASURES. K. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. EXISTING CONDITIONS ARE BASED ON GOVERNMENT FURNISHED EXISTING DRAWINGS AND LIMITED FIELD INVESTIGATION. NOTIFY COR OF ANY DISCREPANCIES. L. ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT OTHERWISE ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT OTHERWISE INDICATED.

AutoCAD SHX Text A

AutoCAD SHX Text + 0'-6"

AutoCAD SHX Text F.E.C.

AutoCAD SHX Text FIRE EXTINGUISHER CABINET ROOM NAME AND NUMBER DOOR NUMBER DEMOLITION NOTE KEY NOTE WINDOW TYPE PARTITION TYPE DETAIL CALLOUT DETAIL NUMBER SHEET WHERE DETAIL IS DRAWN SECTION CALLOUT SECTION NUMBER SHEET WHERE SECTION IS DRAWN VERTICAL ELEVATION COLUMN CENTERLINE DESIGNATION ELEVATION CALLOUT ELEVATION NUMBER SHEET WHERE ELEVATION IS DRAWN AUTOMATIC DOOR OPERATOR CARD READER PUSH PLATE DOOR SWITCH DOOR HOLD OPEN

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

NAME

AutoCAD SHX Text

AutoCAD SHX Text A401

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

GA4

AutoCAD SHX Text

ADO

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No. 8509

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text T

A A A A A A A A A A A A A A A A A A A

S S

FLOOR PLAN LEGEND

S S

A A

FLOOR PLAN KEY NOTES:

FLOOR PLAN GENERAL NOTES:

CEILING KEY NOTES:

KEY PLAN

N.T.S.

PARTIAL GROUND FLOOR PLAN

A101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

CONSTRUCTION

DOCUMENTS - FINAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BUILDING 6 STRUCTURAL

ROOF REPAIR

Salisbury, NC 28144

36C24620C0068

Project Director

09/11/2020 JLH EO/JLHRevisions: Date:

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text V

AutoCAD SHX Text

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

PARTIAL FLOOR PLAN

AutoCAD SHX Text NOTE: EXISTING CONDITIONS PLAN FOR LAYOUT EXISTING CONDITIONS PLAN FOR LAYOUT ONLY. FIELD VERIFY ALL CONDITIONS.

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text EXISTING CONSTRUCTION TO REMAIN PARTIAL HEIGHT WALL NOT EXTENDING UP TO STRUCTURE ABOVE LIMITS OF CONSTRUCTION FULL HEIGHT DRYWALL PARTITION FULL HEIGHT CMU PARTITION ICRA BARRIER WITH CLOSURE TO ALLOW FOR CONSTRUCTION ACCESS ACOUSTICALLY-RATED PARTITION

AutoCAD SHX Text EXISTING PAINTED CMU - PROTECT WALL AND FINISHES FROM ALL DEMOLITION, EXISTING PAINTED CMU - PROTECT WALL AND FINISHES FROM ALL DEMOLITION, FROM ALL DEMOLITION, CLEANING AND REPAIR ACTIVITIES. EXISTING PAINTED DRYWALL - PROTECT WALL AND FINISHES FROM ALL DEMOLITION, FROM ALL DEMOLITION, CLEANING AND REPAIR ACTIVITIES. EXISTING CLERESTORY STOREFRONT SYSTEM FROM 9'-0" AFF UP TO UNDERSIDE OF STRUCTURE ON EXTERIOR FACE OF BUILDING - PROTECT GLAZING AND FRAME FROM FROM ALL DEMOLITION, CLEANING AND REPAIR ACTIVITIES. EXISTING GLAZED CMU - PROTECT WALL AND FINISHES FROM ALL DEMOLITION, FROM ALL DEMOLITION, CLEANING AND REPAIR ACTIVITIES. EXISTING PLUMBING FIXTURES, MILLWORK AND TOILET ACCESSORIES - PROTECT ALL ITEMS TO REMAIN IN PLACE FROM ALL DEMOLITION, CLEANING AND REPAIR ACTIVITIES. FROM ALL DEMOLITION, CLEANING AND REPAIR ACTIVITIES. RESTROOMS WITHIN CONSTRUCTION AREAS NOT TO BE USED BY WORK CREWS. ICRA CONSTRUCTION ENTRANCE. TEMPORARY CLASS III CONSTRUCTION BARRIER WITH ZIPPERED CLOSURE FOR CONSTRUCTION ACCESS. SEE 1.12.B.3 OF SAFETY REQUIREMENTS SPEC SECTION 013526. LIMITS OF CONSTRUCTION.

AutoCAD SHX Text CEILING AREA OPEN WHERE STRUCTURAL DEMOLITION, CLEANING AND REPAIR WORK IS TO BE COMPLETED. NO CEILING WORK ANTICIPATED. GOVERNMENT TO HAVE REMOVED PRIOR TO COMMENCEMENT OF ACTIVITIES EXISTING SUSPENDED CEILING SYSTEM AND ALL CEILING MOUNTED EQUIPMENT. EXISTING DUCTWORK (SUPPLY, RETURN AND EXHAUST) TO REMAIN. PROTECT FROM ALL RENOVATION ACTIVITIES. EXISTING BULKHEAD, STRUCTURAL SUPPORT AND ACOUSTICAL ASSEMBLY FOR OPERABLE PANEL PARTITON SYSTEM TO REMAIN IN PLACE. PROTECT FROM ALL RENOVATION ACTIVITIES.

AutoCAD SHX Text A. REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF ALL DEMOLITION, CLEANING AND REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF ALL DEMOLITION, CLEANING AND REPAIR WORK. B. DIMENSIONS AT EXISTING CONSTRUCTION ARE TO FACE OF EXISTING FINISH OR COLUMN DIMENSIONS AT EXISTING CONSTRUCTION ARE TO FACE OF EXISTING FINISH OR COLUMN LINE UNO. DIMENSIONS ARE BASED ON OWNER PROVIDED "AS-BUILTS" AND SHOULD BE VERIFIED IN FIELD.

AutoCAD SHX Text

PROJECT AREA

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No. 8509

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text

SCALE: 3/16"=1'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

CONSTRUCTION

DOCUMENTS - FINAL

BUILDING 6 STRUCTURAL

ROOF REPAIR

Salisbury, NC 28144

09/11/20

36C24620C0068STRUCTURAL NOTES

S001

DCASLW

O P R S T U V

REF

17' - 4 3/8"

REF

1' - 8 3/4"

REF

15' - 10 1/2"

REF

17' - 0"

REF

17' - 0"

REF

17' - 0"

REF

17' - 7"

R E

1/ 2"

R E

F 8"

R E

F 3'

R E

F 6'

10WF2110WF2110WF2110WF2110WF21

10WF2110WF2110WF21

10WF2110WF21

10WF21

8WF24 10WF2110WF2110WF21

10WF2110WF2110WF21

8WF24

8WF17

10WF2110WF2110WF21 10WF218WF17

8WF17

10WF21

8W F

5 1

0 2

4 4 4

4 4

PLAN

NORTH

TRUE

NORTH

LONGITUDINAL STEM CRACK (LF), SOUND STEM

IN AREA OF CRACK TO DETERMINE CONDITION

OF MATERIAL. IF MATERIAL IS SOUND, INJECT

CRACK PER 1/S301. IF MATERIAL SURROUNDING

CRACK IS LOOSE OR DETERIORATED

SEE DETAIL 3&4/S301

SPALL (QTY @SQIN), SEE DETAIL 2/S301

HOLE (QTY @ SQIN), SEE DETAIL 2/S301 INSERT

BACKING MATERIAL TO PROVIDE FORM SURFACE

ON OPPOSITE SIDE OF HOLE.

BROKEN TILE (EA), REMOVE CRACKED, BROKEN,

OR OTHERWISE UNSTABLE TILE PIECES TO

SOUNDLY INSTALLED TILE TO REMOVE FALLING

DEBRIS HAZARD TO OCCUPANTS.

PREVIOUS REPAIR (LF), REMOVE PREVIOUS

REPAIR MATERIAL AND REPAIR PER 2/S301.

NOTIFY ENGINEER IF CORROSION HAS RESULTED

IN MORE THAN 10% SECTION LOSS IN

REINFORCING.

6 TRANSVERSE PANEL CRACK (LF),

SEE DETAIL 1/S301

7 MAIN PANEL LONGITUDINAL CRACK (LF),

SEE DETAIL 1/S301

CEILING SUPPORT FRAMING - SEE 6/S301.

COORDINATE LOCATIONS OF 5 FRAMES

WITH COR

DEFICIENCY TYPE

DEFICIENCY QUANTITY

1 @ #

DEFICIENCY SIZE

1. ALL REPAIR ITEMS ARE OVERHEAD, UNO.

2. COORDINATE REMOVAL OR RELOCATION OF CONTENTS IN AREA OF

WORK WITH GOVERNMENT.

3. MULTIPLE SMALL SPALLS CAUSED BY ROOFING FASTENER INSTALLATION,

PARTICULARLY IN THE SOUTHERN HALF OF THE BUILDING, ARE NOT

SHOWN FOR CLARITY. REPAIR UP TO 1150 (EA) OF THESE SPALLS PER

DETAIL 5/S301.

4. NOTIFY COR IF ANY REINFORCING IS ENCOUNTERED THAT HAS LOST

MORE THAN 10% OF ITS ORIGINAL SECTION.

5. QUANTITIES ARE PROVIDED FOR REFERENCE ONLY AND SHALL BE

VERIFIED BY CONTRACTOR.

6. AFTER CONCRETE REPAIRS HAVE BEEN COMPLETED, RE-SUPPORT

LOOSE OR MISSING HANGER RODS PER 1/S501. NO NEW HANGERS ARE

TO BE INSTALLED IN PRECAST PANELS.

KEY PLAN

N.T.S.

PROJECT

AREA

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

CONSTRUCTION

DOCUMENTS - FINAL

BUILDING 6 STRUCTURAL

ROOF REPAIR

Salisbury, NC 28144

09/11/20

36C24620C0068ROOF FRAMING PLAN

S101

DCASLW

3/16" = 1'-0"S101

1 ROOF FRAMING PLAN

DEFICIENCY LEGEND

DEFICIENCY KEY

PLAN NOTES

Scale: 3/16"=1'-0"

4' 8' 16'2'

B Y

M A

N U

T U

R E

S P

A C

A S

R E

Q U

EPOXY INJECTION PORT,

SEE SPECIFICATIONS

EPOXY PASTE

SURFACE SEALANT

EXISTING CONCRETE

SUBSTRATE

CONCRETE CRACK.

PREP AS REQUIRED BY

MANUFACTURER FOR

INJECTION PROCESS

REMOVE LOOSE/SPALLED

CONCRETE BY CHIPPING AND

APPLY NEW EPOXY/MATERIAL

PATCH

EXISTING

CONCRETE

SURFACE

EXISTING

REINFORCING

NOTES:

1. PRIOR TO PLACING EPOXY/MATERIAL PATCH:

A. CONCRETE SURFACE MUST BE FREE FROM PAINT, DUST, LOOSE MATERIAL, SURFACE

CONTAMINATION, AND MATERIALS WHICH REDUCE BOND OR PREVENT WETTING BY REPAIR

MATERIALS. DELAMINATED, WEAK, DAMAGED AND DETERIORATED CONCRETE, AND WHERE

NECESSARY, SOUND CONCRETE SHALL BE REMOVED BY CHIPPING OR OTHER SUITABLE MEANS.

B. STEEL REINFORCEMENT SHALL BE FREE OF RUST, SCALE, MORTAR, CONCRETE, DUST AND OTHER

LOOSE DELETERIOUS MATERIAL THAT WOULD REDUCE BOND OR CONTRIBUTE TO

CORROSION. FOLLOW BONDING AGENT MANUFACTURER'S RECOMMENDATIONS AND

REQUIREMENTS FOR SURFACE PREPARATION REQUIREMENTS.

2. WHERE INSUFFICIENT COVER EXISTS OVER REINFORCEMENT USE EPOXY MATERIAL PATCH TO

PROVIDE REQUIRED COVER.

EXISTING

CONCRETE PANEL

REMOVE UNSOUND CONCRETE FROM

REPAIR AREA. CAST TO RESTORE

ORIGINAL CROSS-SECTION

EXISTING REINFORCING BARS, BLAST, CLEAN, AND COAT WITH

CORROSION INHIBITOR WHERE BARS ARE EXPOSED. WHERE

REINFORCEMENT IS FOUND TO BE SEVERELY CORRODED OR HAS

LOST 10% OR MORE OF ITS CROSS SECTIONAL AREA,

SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED.

CHIP CONCRETE TO A MIN. DEPTH OF

3/4" BELOW REINFORCING STEEL

3/4" SAWCUT AROUND

PERIMETER OF PATCH AREA -

BEVEL SAWCUT AWAY FROM

CENTER OF PATCH AREA

NOTES:

1. LARGE AND/OR DEEP AREAS OF REMOVAL MAY REQUIRE SHORING. REPORT TO

COR IF REMOVAL OF LARGE AREA IS REQUIRED.

A R

A N

C E

3/ /4

5/ 8"

CORROSION DAMAGED REINFORCING

1" MIN. CLEARANCE BEYOND

EXISTING

PRECAST PANEL

CLEAN AND PREPARE

CONCRETE & REINF PER NOTES,

SPECIFICATIONS AND

MANUFACTURERS

RECOMMENDATIONS

PROVIDE FORM WORK

WHERE REQUIRED

EXISTING

REINFORCING

REMOVE EXISTING

DAMAGED CONCRETE

TO SOUND CONCRETE

NEW TROWEL APPLIED

REPAIR MATERIAL

CHAMFER OR TOOL TO

MATCH EXISTING

NOTES:

1. DO NOT DAMAGE EXISTING REINFORCING . NOTIFY ENGINEER

IMMEDIATELY IN REINFORCING IS SIGNIFICANTLY DETERIORATED UPON

INSPECTION.

2. CHAMFER TOOL CORNERS TO MATCH THE ORIGINAL PANEL PROFILE.

EXIST.

CONCRETE

PANEL

MAX REPAIR

DEPTH 1"

FASTENER

PENETRATING THROUGH

DECK

INSTALL EPOXY PATCHING MATERIAL

PER SPECIFICATIONS AND PATCHING

MATERIAL MANUFACTURER'S

REQUIREMENTS.

CUT/REMOVE FASTENER TIP TO PROVIDE A

LEVEL PATCH SURFACE WITH NO FASTENER

PROTRUSION. DO NOT REMOVE FASTENER TO

FULL DEPTH OF SPALL.

UNC 1/2" Ø THREADED ROD

HILTI BC 1/2" (#257367) TYP.

EXISTING STEEL BEAM

NOTES:

1. UNISTRUT P1000T MAX LOAD = 15.8PLF UNIFORM OR 31LB CONCENTRATED AT CENTER

2. UNISTRUT P1001T MAX LOAD = 54.1PLF OR 108LB CONCENTRATED AT CENTER

3. USE HILTI BC-WM 1/2" (#306603) FOR BEAMS WITH FLANGES GREATER THAN 3/4"

4. ALLOW FOR THE INSTALLATION OF UP TO 5 EA. OF THE ABOVE DETAIL IN THE BASE BID.

5. COORDINATE LOCATIONS OF INSTALLATION WITH VA COR

6. UNISTRUT & HILTI PART NUMBERS ARE BASIS OF DESIGN

UNISTRUT P100T

OR P1001T

8' - 0" MAX

MIN

(1) UNC 1/2"Ø NUT W/

UNISTRUT P2800-50

T&B TYP.

UNISTRUT M2350

SWIVEL HANGER

WIRE HANGER

EQ EQ

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

CONSTRUCTION

DOCUMENTS - FINAL

BUILDING 6 STRUCTURAL

ROOF REPAIR

Salisbury, NC 28144

09/11/20

36C24620C0068DETAILS

S301

DCASLW

1 1/2" = 1'-0"S301

1 EPOXY INJECTION CRACK REPAIR

6" = 1'-0"S301

2 LOW CONCRETE COVER REPAIR DETAIL

NTSS301

3 TYPICAL CONCRETE REPAIR DETAIL

3" = 1'-0"S301

4 PRECAST PANEL REPAIR DETAIL

NTSS301

SHALLOW/FASTENER SPALL

REPAIR DETAIL (<1" DEEP)

1 1/2" = 1'-0"S301

6 DETAIL AT BEAM CLAMP ON STEEL BEAM

Sheets and Views

G000 COVER SHEET-G000 COVER SHEET

V_A-COVER SHEET INFO

G001 LEGENDS, ABBREVIATIONS AND NOTES-G001 LEGENDS ABBREVIATIONS AND NOTES

V_A-LEGENDS ABBREVIATIONS AND NOTES

A101 PARTIAL GROUND FLOOR PLAN-A101 PARTIAL GROUND FLOOR PLAN

ROOF PLAN

NORTH ARROWS

V_A-FLOOR PLAN NOTES

Key Plan

2020-09-11 VA Salisbury Building 6 Structural Roof Repairs Final.pdf

Sheets

S001 - STRUCTURAL NOTES

S101 - ROOF FRAMING PLAN

S301 - DETAILS

File details come from the government source that posted it. Updated Oct 23, 2020.