5.01 - Attachment 01 - Drawing [55 Pages].pdf

PDF 24 MB Posted

Attached to
Z2DA--Replace Windows and Weather Protection Federal contract opportunity
Solicitation number
36C24824R0135
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

About this file

This document is a 55-page drawing attachment for the federal contract opportunity to Replace Windows and Weather Protection at Lake City VAMC in Lake City, FL. The solicitation number is 36C24824R0135, and it is being issued by the Department of Veterans Affairs, Veterans Health Administration, Veterans Integrated Service Network 8. The procurement is to replace windows and provide weather protection at the specified location. The document contains detailed architectural and engineering drawings related to the project requirements. No specific due dates, award information, pricing terms, or set asides are provided in this attachment. This attachment outlines the technical specifications and design details for the required products and services, but does not include a Performance Work Statement or Statement of Objectives.

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Other files attached to Z2DA--Replace Windows and Weather Protection, newest first.
File Type Posted
5.08 - Attachment 08 - Experience Modification Rate EMR [1 page].docx DOCX document
5.07 - Attachment 07 - Subcontractor Past Performance Consent Form [1 page].docx DOCX document
5.02 - Attachment 02 - Specifications [464 Pages].pdf PDF
5.04 - Attachment 04 - Price Matrix [1 page].xlsx XLSX spreadsheet
5.03 - Attachment 03 - Wage Determination [5 Pages].pdf PDF
5.06 - Attachment 06 - Past Performance Survey [3 pages].docx DOCX document
5.05 - Attachment 05 - Past Performance Questionnaire [3 pages].docx DOCX document
36C24824R0135.docx DOCX document

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Text version

DRAWING TITLEDWG NO.

INDEX OF DRAWINGS

DRAWING TITLEDWG NO.

B38

B03

B05

B06

B18

B19

B27

B37 B41

B42

B44 B62

B69

B70

B74

B78

B79

B82

B83

B84

B85

B86

B91

B92

B93

B95

B64A B64B

B64D B64-67

B64-2 B64-3

B64C

B64-66

B64CC

S1

REPLACE WINDOWS AND

WEATHER PROTECTION

PROJECT NO.: 573A4-18-605

619 MARION AVENUE, LAKE CITY, FL 32025

LAKE CITY VA MEDICAL CENTER

FINAL SUBMITTAL

PROJECT

BUILDING

LOCATIONS

PROJECT

LOCATION

COVER SHEET

G001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE WINDOWS

AND WEATHER PROTECTION

LAKE CITY , FL

573A4-18-605

19,38,62,64,64-2,82 Project Director

04-10-2023 TS SJ/MO/DBRevisions: Date:

STRUCTURAL

ENGINEER:

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NTS

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AREA MAP

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NTS

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CAMPUS KEY PLAN

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GENERAL

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ARCHITECTURAL

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BASEMENT PLAN

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COVER SHEET

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LEGENDS, ABBREVIATIONS AND NOTES

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FIRST FLOOR PLAN

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NORTH & SOUTH ELEVATIONS

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EAST & WEST ELEVATIONS

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ATTIC PLAN

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NORTH ELEVATION

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THIRD FLOOR PLAN

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FOURTH FLOOR PLAN

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BASEMENT PLAN

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ARCHITECTURAL

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SECOND FLOOR PLAN

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FIRST FLOOR PLAN

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EAST & SOUTH ELEVATIONS

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64CC-A101

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FIRST FLOOR PLAN

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64CC-A201

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EAST ELEVATION

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WINDOW TYPES

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WINDOW TYPES

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TRUE NORTH

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WINDOW DETAILS

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WINDOW DETAILS

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WINDOW DETAILS

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WINDOW DETAILS

ARCHITECTURAL GENERAL NOTESGENERAL PROJECT NOTES ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND

MATERIAL LEGEND

GENERAL PHASING NOTES

LEGENDS, ABBREVIATIONS AND

NOTES

G002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FINAL SUBMITTAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE WINDOWS

AND WEATHER PROTECTION

LAKE CITY , FL

573A4-18-605

19,38,62,64,64-2,82 Project Director

04-10-2023 TS SJ/MO/DBRevisions: Date:

STRUCTURAL

ENGINEER:

AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: FACE OF EXISTING WALL SURFACE FACE OF NEW MASONRY FACE OF NEW WALL STUDS TOP OF SLAB TOP OF MASONRY ALIGN NEW WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED. 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. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING. D. CONTRACTOR SHALL HIRE AN ABATEMENT SUB-CONTRACTOR CONTRACTOR SHALL HIRE AN ABATEMENT SUB-CONTRACTOR TO PERFORM ASBESTOS ABATEMENT WORK. ABATEMENT WORK MUST BE COORDINATED WITH THE COR PRIOR TO START OF ABATEMENT. GIVE THE COR A MINIMUM OF 14 DAYS NOTICE BEFORE START OF PLANNED ABATEMENT ACTIVITIES. SEE ABATEMENT SPECIFICATIONS FOR ADDITIONAL INFORMATION. E. 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. F. REMOVE COMPLETELY ALL MATERIALS AS INDICATED IN THE REMOVE COMPLETELY ALL MATERIALS AS INDICATED IN THE CONTRACT DOCUMENTS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION AND FINISHES. WHERE EXISTING MATERIALS ARE TO BE REPLACED, MATCH EXISTING MATERIALS. ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF NEW MATERIALS. G. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR AND/OR REPLACE DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS AND FINISHES TO REMAIN AT NO ADDITIONAL COST TO THE GOVERNMENT WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED. H. DEMOLISH EXISTING WINDOWS BEING REPLACED INCLUDING DEMOLISH EXISTING WINDOWS BEING REPLACED INCLUDING METAL ENCASEMENT FROM PREVIOUS WINDOW INSTALLATION AND ENCAPSULATED ORIGINAL WOOD WINDOWS DOWN TO WINDOW ROUGH OPENING. FIELD VERIFY WINDOW SIZE UPON COMPLETION OF DEMOLITION WORK AND MAKE CORRECTIONS ACCORDINGLY. I. REMOVE AND REPLACE ALL WINDOW TYPES INDICATED ON REMOVE AND REPLACE ALL WINDOW TYPES INDICATED ON FLOOR PLAN DRAWINGS. SEE ARCHITECTURAL LEGEND THIS SHEET. J. REFER TO A600 SERIES DRAWINGS FOR WINDOW TYPES. REFER TO A600 SERIES DRAWINGS FOR WINDOW TYPES. REFER TO A500 SERIES FOR WINDOW DETAILS. K. PROVIDE BACKER ROD AND SEALANT AT INTERIOR AND PROVIDE BACKER ROD AND SEALANT AT INTERIOR AND EXTERIOR PERIMETER OF ALL WINDOWS BEING REPLACED AS REQUIRED FOR A WEATHERTIGHT INSTALLATION. L. PROVIDE PRESSURE TREATED SHIMS AT PERIMETER OF ALL PROVIDE PRESSURE TREATED SHIMS AT PERIMETER OF ALL WINDOWS BEING REPLACED ENSURING ROUGH OPENINGS IS SQUARE AND PLUMB TO ACCEPT NEW WORK. M. WEATHER PROTECTION DEFICIENCY CORRECTIONS AND WEATHER PROTECTION DEFICIENCY CORRECTIONS AND APPROXIMATE QUANTITIES ARE INDICATED ON THE EXTERIOR ELEVATION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES. N. REPAIR, REPLACE EXISTING FINISHES IMPACTED BY NEW WORK REPAIR, REPLACE EXISTING FINISHES IMPACTED BY NEW WORK TO MATCH EXISTING FINISHES. O. INTERIOR FACE OF WINDOWS TO ALIGN WITH INTERIOR FINISH INTERIOR FACE OF WINDOWS TO ALIGN WITH INTERIOR FINISH OF WINDOW, UNO.

AutoCAD SHX Text A. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. 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. C. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR 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. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT PRESENT IN WORK AREA. D. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. E. SEE SPECIFICATION SECTION 01 35 26 FOR SAFETY SEE SPECIFICATION SECTION 01 35 26 FOR SAFETY REQUIREMENTS. F. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL 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 PRIOR TO PROCEEDING WITH THE WORK. G. CONTRACTOR SHALL DETERMINE AND COORDINATE PHASING CONTRACTOR SHALL DETERMINE AND COORDINATE PHASING AND SEQUENCE OF WORK GROUPS WITH COR. H. CONTRACTOR TO MOVE ALL LOOSE FURNITURE AS REQUIRED CONTRACTOR TO MOVE ALL LOOSE FURNITURE AS REQUIRED TO PERFORM THE WORK. COORDINATE WITH COR. I. CONTRACTOR SHALL REMOVE AND REINSTALL CEILING AND CONTRACTOR SHALL REMOVE AND REINSTALL CEILING AND WALL-MOUNTED EQUIPMENT, ACCESSORIES, ETC REQUIRED TO INSTALL NEW WORK. J. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CONTRACTOR SHALL REMOVE AND REPLACE EXISTING INTERIOR PARTITIONS MATCHING EXISTING CONSTRUCTION AS REQUIRED TO INSTALL NEW WORK. K. ALL FINISH SELECTIONS TO MATCH EXISTING TO THE EXTENT ALL FINISH SELECTIONS TO MATCH EXISTING TO THE EXTENT POSSIBLE. DISCONTINUED FINISHES OR OTHERWISE THAT CANNOT MATCH EXISTING TO BE SELECTED BY COR FROM MANUFACTURER'S FULL RANGE OF COLORS. L. PROVIDE WEATHER AND DUST PROTECTION IN ROOMS WHILE PROVIDE WEATHER AND DUST PROTECTION IN ROOMS WHILE WINDOWS ARE BEING REPLACED. M. SOME WORK WILL REQUIRE INSTALLATION AFTER REGULAR SOME WORK WILL REQUIRE INSTALLATION AFTER REGULAR HOURS. COORDINATE WITH COR. N. PROVIDE CONEX STORAGE CONTAINERS FOR CONSTRUCTION PROVIDE CONEX STORAGE CONTAINERS FOR CONSTRUCTION MATERIALS. LOCATE AS DIRECTED BY THE COR. O. CONTRACTOR SHALL LOCATE TRASH DUMPSTERS NO CLOSER CONTRACTOR SHALL LOCATE TRASH DUMPSTERS NO CLOSER THAN 50 FT. FROM MEDICAL CENTER BUILDINGS. COVER WITH METAL LIDS, UNLESS PRIOR APPROVAL IS RECEIVED FROM THE COR. P. ALL CONTRACTOR MATERIALS, INCLUDING PAINTS, SOLVENTS, ALL CONTRACTOR MATERIALS, INCLUDING PAINTS, SOLVENTS, CLEANERS, ETC. MUST BE REMOVED FROM VA PROPERTY AND PROPERLY DISPOSED OF WHEN THOSE PRODUCTS ARE NO LONGER NEEDED FOR WORK TO BE PERFORMED ON SITE. Q. CONTRACTOR TO TAKE IMMEDIATE CORRECTIVE ACTION FOR CONTRACTOR TO TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY UNSAFE CONDITIONS THAT ARE IDENTIFIED DURING THE COURSE OF THE PROJECT. R. CONSTRUCTION SITES MUST BE KEPT SECURED BY A COR CONSTRUCTION SITES MUST BE KEPT SECURED BY A COR APPROVED LOCK TO PREVENT UNAUTHORIZED ACCESS. S. THE INTERIM LIFE SAFETY INSPECTION FORM WILL BE THE INTERIM LIFE SAFETY INSPECTION FORM WILL BE PROVIDED BY VA SAFETY OFFICER AND/OR COR, AND WILL REQUIRE THE CONTRACTOR TO CHECK AND ENSURE ANY ISSUES ARE CORRECTED ON A DAILY BASIS. THIS IS IN ADDITION TO THE CONTRACTOR'S DAILY INTERNAL JOB-SITE INSPECTIONS. MAINTAIN COPIES ON-SITE. T. IF SCAFFOLDING 20 FT. MORE IN HEIGHT IS USED, IT MUST IF SCAFFOLDING 20 FT. MORE IN HEIGHT IS USED, IT MUST BE INSTALLED WITH AN OSHA-COMPLIANT, MANUFACTURER APPROVED SCAFFOLD ACCESS STAIRWAY. USE OF STAIRWAY IS REQUIRED IN LIEU OF A SCAFFOLDING LADDER. U. CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS AND INJURIES TO THE COR. PROVIDE A FOLLOW-UP REPORT TO THE COR WITHIN (3) DAYS.

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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ALUMINUM

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BATT INSULATION

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BOTTOM OF

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CEMENTITIOUS BACKER BOARD

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COLD-FORMED METAL FRAMING

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CORNER GUARD

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CENTERLINE

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CERAMIC MOSAIC TILE

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CONCRETE MASONRY UNIT

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CASED OPENING

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COMMUNICATION

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CONCRETE

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CONTINUOUS

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CONTRACTING OFFICER'S REPRESENTATIVE

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CERAMIC TILE

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CERAMIC TILE BASE

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CARPET

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DIAMETER

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ELECTRIC DRINKING FOUNTAIN

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ELECTRICAL

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EQUAL

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EXPOSED STRUCTURE

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ET CETERA

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EXISTING

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EXPOSED

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FACTORY FINISH

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FLOOR DRAIN

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FIRE EXTINGUISHER CABINET

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF STUD

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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GAGE

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GYPSUM WALL BOARD

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HOLLOW METAL

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HEATING VENTILATION AND AIR-CONDITIONING

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MATERIAL

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MECHANICAL

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MANUFACTURER

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MINIMUM

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MASONRY OPENING

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METAL

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NOT IN CONTRACT

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NOT TO SCALE

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ON CENTER

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OPPOSITE HAND

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PLASTIC LAMINATE

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PAINT

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RESILIENT BASE

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REFRIGERATOR

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REQUIRED

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RESINOUS FLOORING

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RESINOUS EPOXY WALL - CEILING

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ROUGH OPENING

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RUBBER FLOORING

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SEALED HIGH BUILD GLAZED COATING

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SIMILAR

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SPECIAL FACED

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STEEL

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SHEET VINYL

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TOP OF

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TYPICAL

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UNLESS NOTED OTHERWISE

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VINYL COMPOSITION TILE

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WOOD

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ACT

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AFF

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ALUM

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UNO

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DOOR NUMBER

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KEY NOTE

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WINDOW TYPE

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PARTITION TYPE

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DETAIL CALLOUT

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DETAIL NUMBER

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SHEET WHERE DETAIL IS DRAWN

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SECTION CALLOUT

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VERTICAL ELEVATION

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COLUMN CENTERLINE DESIGNATION

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DEMOLITION NOTE

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SECTION NUMBER

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SHEET WHERE SECTION IS DRAWN

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EXTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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ROOM

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NAME

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EARTH

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GRAVEL

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CONCRETE

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MORTAR, STUCCO CEMENT PLASTER

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SECTION

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PLAN

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INSULATION RIGID

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INSULATION BATT

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BRICK

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WOOD (ROUGH)

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WOOD FINISH

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INTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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AIR CONDITIONING

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AC

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CERAMIC TILE GROUT

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CTG

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ELEVATION

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ELEV

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FIRE RESISTANT TREATED

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FRT

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INSULATION

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INSUL

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MODIFIED BITUMEN ROOFING

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MOD-BIT

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VERTICAL

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VERT

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HORIZONTAL

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HORIZ

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DOWNSPOUT

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DS

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GA4

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HEAD, JAMB AND SILL CALLOUT

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ROOF DRAIN

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RD

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OVERFLOW DRAIN

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OD

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FACE OF

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FO

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SCHEDULE

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SCHED

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EDGE OF DECK

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EOD

AutoCAD SHX Text A. GROUPS OF WINDOWS TO BE REPLACED ARE GROUPS OF WINDOWS TO BE REPLACED ARE INDICATED ON THE FLOOR PLAN DRAWINGS. THE CONTRACTOR SHALL ADJUST THE NUMBER OF WINDOWS IN EACH GROUP AND SEQUENCE OF CONSTRUCTION PHASING FOR GROUPS AS NEEDED TO INSTALL THE WORK. COORDINATE ADJUSTMENTS AND SUBMIT FOR APPROVAL TO COR AND VA STAFF. B. THE INTENT IS FOR GROUPS OF WINDOWS BEING THE INTENT IS FOR GROUPS OF WINDOWS BEING REPLACED BE INSTALLED AT THE SAME TIME. C. THE CONTRACTOR CAN WORK MULTIPLE CREWS ON THE CONTRACTOR CAN WORK MULTIPLE CREWS ON MORE THAN ONE GROUP OF WINDOWS AT A TIME. D. THE WORK SCHEDULE AND GROUPS OF WINDOWS THE WORK SCHEDULE AND GROUPS OF WINDOWS MUST BE COORDINATED WITH THE COR AND VAMC STAFF PRIOR TO THE START OF WORK. E. THE CONTRACTOR SHALL COORDINATE WITH AND GET THE CONTRACTOR SHALL COORDINATE WITH AND GET APPROVAL FROM THE COR AND VAMC STAFF WHICH GROUPS OF WINDOWS ARE AVAILABLE FOR WORK.

AutoCAD SHX Text

BLOCKING

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BLKG

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GLASS

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GL

AutoCAD SHX Text A. CONTRACTOR SHALL LOCATE TRASH DUMPSTERS NO CLOSER CONTRACTOR SHALL LOCATE TRASH DUMPSTERS NO CLOSER THAN 50 FT. FROM MEDICAL CENTER BUILDINGS. COVER WITH METAL LIDS, UNLESS PRIOR APPROVAL IS RECEIVED FROM THE COR. B. ALL CONTRACTOR MATERIALS, INCLUDING PAINTS, SOLVENTS, ALL CONTRACTOR MATERIALS, INCLUDING PAINTS, SOLVENTS, CLEANERS, ETC. MUST BE REMOVED FROM VA PROPERTY AND PROPERLY DISPOSED OF WHEN THOSE PRODUCTS ARE NO LONGER NEEDED FOR WORK TO BE PERFORMED ON SITE. C. CONTRACTOR TO TAKE IMMEDIATE CORRECTIVE ACTION FOR CONTRACTOR TO TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY UNSAFE CONDITIONS THAT ARE IDENTIFIED DURING THE COURSE OF THE PROJECT. D. CONSTRUCTION SITES MUST BE KEPT SECURED BY A COR CONSTRUCTION SITES MUST BE KEPT SECURED BY A COR APPROVED LOCK TO PREVENT UNAUTHORIZED ACCESS. E. THE INTERIM LIFE SAFETY INSPECTION FORM WILL BE THE INTERIM LIFE SAFETY INSPECTION FORM WILL BE PROVIDED BY VA SAFETY OFFICER AND/OR COR, AND WILL REQUIRE THE CONTRACTOR TO CHECK AND ENSURE ANY ISSUES ARE CORRECTED ON A DAILY BASIS. THIS IS IN ADDITION TO THE CONTRACTOR'S DAILY INTERNAL JOB-SITE INSPECTIONS. MAINTAIN COPIES ON-SITE. F. IF SCAFFOLDING 20 FT. MORE IN HEIGHT IS USED, IT MUST IF SCAFFOLDING 20 FT. MORE IN HEIGHT IS USED, IT MUST BE INSTALLED WITH AN OSHA-COMPLIANT, MANUFACTURER APPROVED SCAFFOLD ACCESS STAIRWAY. USE OF STAIRWAY IS REQUIRED IN LIEU OF A SCAFFOLDING LADDER. G. CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS AND INJURIES TO THE COR. PROVIDE A FOLLOW-UP REPORT TO THE COR WITHIN (3) DAYS.

UP

19-A202

19-A202

MAINTENANCE

SHOP

B-20

OFFICE

B-21

PAINT

STORAGE

B-22

MECHANICAL

B-23

PLUMBING

STORAGE

B-15

OFFICE

B-14

CORRIDOR

CB-5

CARPENTER

SHOP

B-13

PLUMBING

SHOP

B-12

OFFICE

B-10

CORRIDOR

CB-4

A&B

SECTION

B-11

OFFICE

B-11A

CORRIDOR

CB-6

CORRIDOR

CB-7

B-19C

LOCKER

ROOM

B-19

OFFICE

B-17A

CONFERENCE

ROOM

B-18

CORRIDOR

CB-8

OFFICE

B-17

PAINT

SUPPLY

16A

PAINT

MIXING

B-16

TOILET

B-19A

BATH

B-19B

KITCHEN

B-18A

OFFICE

B-7

OFFICE

B-8

OFFICE

B-9

CORRIDOR

CB-1

OFFICE

B-6

STORAGE

RM

B-9A

SUPPLY RM

B-5

OFFICE

B-2

OFFICE

B-1

CORRIDOR

CB-2

STORAGE

B-3

WOMENS

TOILET

B-3A

MENS

TOILET

B-4

B64-2

B84

1 1 2

1 1

1 1 1

19-A202

19-A202

GROUP ONE

GROUP TWO

GROUP TWO

GROUP TWO

GROUP TWO

19-A201

19-A201

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR OF INTERIOR FINISHES

IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION REGARDING GROUPS OF

WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

BASEMENT PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

19-A100

573A4-18-605

04-10-2023

1/8" = 1'-0"19-A100

1 BASEMENT PLAN

KEY PLAN

B19

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"

UP

UP

RETAIL

STORE DRY

STORAGE

OFFICE

101B

OFFICE

101A

AHU

DISTANCE

LEARNING

CENTER

110A

STORAGE

111B

FEMALE

TOILET

MALE

TOILET

AHU

ELEC

112A

FEC

HAC

STAFF

TOILET

DRY

STORAGE

STORAGE

OFFICE

COLD

STORAGE

RETAIL

STORE

KITCHEN

CORRIDOR

C1-6

DINING

AREA

CORRIDOR

C1-1

CONFERENCE

ROOM

CORRIDOR

C1-4

CORRIDOR

C1-3

CORRIDOR

C1-5

DISHWASHER

CORRIDOR

C1-7

FOOD

SERVICE

116A

VENDING

CANTEEN

STORAGE

CORRIDOR

C1-8

TRAILER

B64-2

B84

B64-67

6 6 6

19-A202

19-A202

REMOVE AND REINSTALL EXISTING METAL

GRATE SYSTEM AS REQUIRED TO INSTALL

NEW WORK

REPLACE EXISTING MASONRY

ANCHORS/FASTENERS WITH HOT-DIPPED

GALVANIZED MASONRY

ANCHORS/FASTENERS DURING

REINSTALLATION OF GRATE SYSTEM.

GROUP THREE

GROUP FOUR

GROUP FOUR

GROUP FOUR

19-A201

19-A201

19-A202

19-A202

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR OF INTERIOR FINISHES

IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION REGARDING GROUPS OF

WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

FIRST FLOOR PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

19-A101

573A4-18-605

04-10-2023

1/8" = 1'-0"19-A101

1 FIRST FLOOR PLAN

KEY PLAN

B19

NORTH

B19 - FIRST FLOOR

99' - 11 5/8"

B19 - LOWER

LEVEL

89' - 5 5/8"

E_03 - ROOF PLAN

201' - 0"

B19 - HIGH ROOF

203' - 11"

G

G

A

B

B19 - FIRST FLOOR

99' - 11 5/8"

B19 - LOWER

LEVEL

89' - 5 5/8"

E_03 - ROOF PLAN

201' - 0"

B19 - HIGH ROOF

203' - 11"

G

G

A

B

B

A

B

DEFICIENCY

SYMBOL

DEFICIENCY

RAKE OUT EXISTING DETERIORATED/LOOSE/MISSING MORTAR JOINTS. CLEAN

BRICK AND PREPARE FOR TUCK POINTING. TUCK POINT JOINTS WITH NEW

MORTAR TO MATCH EXISTING. LINEAR FOOT QUANTITY (LF)

DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED

BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE

MORTAR JOINTS AS REQUIRED.

DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE

OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW

SEALANT TO MATCH EXISTING.

A

B

X

(QUANTITY)

EXTERIOR ELEVATION LEGEND

G

EXTERIOR ELEVATION GENERAL NOTES:

A. CLEAN AND PAINT LINTEL ANGLES AT ALL WINDOWS BEING REPLACED OR MODIFIED AS A

PART OF THIS PROJECT. CLEAN LINTEL ANGLES PER MANUFACTURER INSTRUCTIONS

AND RECOMMENDATIONS, THEN APPLY A SURFACE TOLERANT EPOXY PRIMER AND

TOPCOAT.

B. ALL DEFICIENCY QUANTITIES IDENTIFIED HEREIN ARE APPROXIMATE AND SHALL BE

VERIFIED BY THE CONTRACTOR.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

NORTH & SOUTH ELEVATIONS REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

19-A201

573A4-18-605

04-10-2023

1/8" = 1'-0"19-A201

1 NORTH ELEVATION

1/8" = 1'-0"19-A201

2 SOUTH ELEVATION

B19 - FIRST FLOOR

99' - 11 5/8"

B19 - LOWER

LEVEL

89' - 5 5/8"

E_03 - ROOF PLAN

201' - 0"

B19 - HIGH ROOF

203' - 11"

G

B

G

A

G

B

G

B19 - FIRST FLOOR

99' - 11 5/8"

B19 - LOWER

LEVEL

89' - 5 5/8"

E_03 - ROOF PLAN

201' - 0"

B19 - HIGH ROOF

203' - 11"

DEFICIENCY

SYMBOL

DEFICIENCY

RAKE OUT EXISTING DETERIORATED/LOOSE/MISSING MORTAR JOINTS. CLEAN

BRICK AND PREPARE FOR TUCK POINTING. TUCK POINT JOINTS WITH NEW

MORTAR TO MATCH EXISTING. LINEAR FOOT QUANTITY (LF)

DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED

BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE

MORTAR JOINTS AS REQUIRED.

DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE

OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW

SEALANT TO MATCH EXISTING.

A

B

X

(QUANTITY)

EXTERIOR ELEVATION LEGEND

G

B19 - FIRST FLOOR

99' - 11 5/8"

B19 - LOWER

LEVEL

89' - 5 5/8"

E_03 - ROOF PLAN

201' - 0"

B19 - MONITOR

ROOF

209' - 9"

B19 - HIGH ROOF

203' - 11"

G

B19 - FIRST FLOOR

99' - 11 5/8"

B19 - LOWER

LEVEL

89' - 5 5/8"

E_03 - ROOF PLAN

201' - 0"

G

EXTERIOR ELEVATION GENERAL NOTES:

A. CLEAN AND PAINT LINTEL ANGLES AT ALL WINDOWS BEING REPLACED OR MODIFIED AS A

PART OF THIS PROJECT. CLEAN LINTEL ANGLES PER MANUFACTURER INSTRUCTIONS

AND RECOMMENDATIONS, THEN APPLY A SURFACE TOLERANT EPOXY PRIMER AND

TOPCOAT.

B. ALL DEFICIENCY QUANTITIES IDENTIFIED HEREIN ARE APPROXIMATE AND SHALL BE

VERIFIED BY THE CONTRACTOR.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

EAST & WEST ELEVATIONS REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

19-A202

573A4-18-605

04-10-2023

1/8" = 1'-0"19-A202

1 EAST ELEVATION

1/8" = 1'-0"19-A202

2 WEST ELEVATION

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"

1/8" = 1'-0"19-A202

3 PARTIAL EAST ELEVATION

1/8" = 1'-0"19-A202

4 PARTIAL WEST ELEVATION

UP

UP

38-A202

38-A201

38-A202

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ICE

MACHINE

OFFICE

119A

OFFICE

OFFICE

OFFICE

STAIR 1

S101

H.A.C.

ELEV.

P-1

WOMEN'S

TOILET

OFFICE

SECRETARY

WAITING

119 DAY

TREATMENT

STAIR 2

1-01-S

OFFICE

ELEC

OFFICE

ELEV.

P-2

CORRIDOR

C1-2

COPY /

SUPPLIES

ELEV.

LOBBY

C1-3

STORAGE

101A

OFFICE

OFFICE

KITCHEN

125C

OFFICE

SCREENING

/ GROUP

THERAPY

OPERATIONS

RM

125E

POLICE

SERGEANTS

125D

EVIDENCE

ROOM

125A

LOBBY /

CLERK

LOCKERS

125F

H.A.C.

MENS

TOILET

ARMORY

125B

CONFERENCE

ROOM

OFFICE

OFFICE

EXAM

TREATMENT

ROOM

OFFICE

OFFICE

MECH

B2

H/C

SHOWER

125G

CORRIDOR

C1-3

FIRE

SUPRESSION

PIPES

STAIR 3

S102

ELEV.

LOBBY

C1-1

DATA

CORRIDOR

C1-6

H/C

SHOWER

125H

CORRIDOR

C1-4

CORRIDOR

C1-5

ELEV.

EQUIP.

ROOM

B64-A

B64-3

B64-2

DN

2A 2 2 2 2

2 2

2A2222

222222 2 2 2 2

2A

2 2 2

2 2

GROUP ONE

GROUP TWO

GROUP THREE GROUP FOUR

GROUP FIVE

GROUP SIX

GROUP SEVEN

GROUP NINE

GROUP EIGHT

38-A201

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR

OF INTERIOR FINISHES IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL

GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION

REGARDING GROUPS OF WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

FIRST FLOOR PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

38-A101

573A4-18-605

04-10-2023

1/8" = 1'-0"38-A101

1 FIRST FLOOR PLAN

KEY PLAN

B38

NORTH

UPUP

UP

38-A202

38-A201

38-A202

OFFICE

STAFF

PSYCHIATRIST

OFFICE

WOMENS

TOILET

TOILET

218E

ICE

MACHINE

218D

MED ROOM

ELECTRICAL

ROOM

RN,

SUICIDE

PREVENTION

STAIR 2 (38)

S201

ELEV.

P-2

ELEV.

LOBBY

C2-3

H.A.C.

MENS

TOILET

SOCIAL

WORKER

CONFERENCE

ROOM

CORRIDOR

C2-4

GNP,

DIRECTOR

STAFF

ASSISTANT

OFFICE

TRAINING

SPECIALIST

EDUCATION

PROGRAM

SPECIALIST

WAITING

OFFICE

218A

RECEPTION

218B

WORKROOM

/ OFFICE

218C

CLINICAL

PHARMACIST

OFFICE

CORRIDOR

C2-5

SUNSHINE

TRAINING

CENTER

SOCIAL

WORK

SOCIAL

WORK

CORRIDOR

C2-6

ELEV.

P-1

SUPERVISOR

STAFF

PSYCHIATRIST

H.A.C.

OFFICE

OFFICE

ARNP

SECIAL

PROJECTS

MANAGER

CONFERENCE

ROOM

STAIR 1

S203

DATA

STAFF

ARNP

STAFF

ARNP

OFFICE

STAFF

LOUNGE

CORRIDOR

C2-2

COPY

ROOM

STAFF

PSYCHIATRIST

SECRETARY

METABOLIC

RN

STAIR 2

S202

FIRE

SUPPRESSION

BATH

238A

OFFICE

STORAGE

B64-A B64-2

2A 2 2 2 2

2 2

2A2222

222222 2 2 2 2

2A

2 2 2

2 2

GROUP ONE

GROUP TWO

GROUP THREE GROUP FOUR

GROUP FIVE

GROUP SIX

GROUP SEVEN

GROUP NINE

GROUP EIGHT

38-A201

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR

OF INTERIOR FINISHES IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL

GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION

REGARDING GROUPS OF WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

SECOND FLOOR PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

38-A102

573A4-18-605

04-10-2023

1/8" = 1'-0"38-A102

1 SECOND FLOOR PLAN

KEY PLAN

B38

NORTH

UP

38-A202

38-A201

38-A202

ELEV.

P-1

CORRIDOR

C3-4

STAIR 3

S302

PEER

SUPPORT

SPECIALIST

PPRTP

COORDINATOR

KITCHEN

CLASSROOM

BATH

317A

BATH

316A

BATH

314AOFFICE

ELEVATOR

LOBBY

C3-3

ELEV.

P-2

OFFICE

BATH

311A

SUPPLY

ROOM

313A

BATH

310A

BATH

327A

BATH

308A

BATH

309A

ELEC

H.A.C.

OFFICE

MED ROOM

BATH

333A

BATH

332A

PATIENT

ROOM

BATH

315A

PATIENT

ROOM

OFFICE

313B

STAFF

TOILET

313C

DAYROOM

PATIENT

ROOM

PATIENT

ROOM

OFFICE

STAIR 3

S303

CORRIDOR

C3-2

STORAGE

STOR.

CORRIDOR

C3-6

BATH

324A

PATIENT

ROOM

PATIENT

LAUNDRY

STAIR 1

S301

TELE. RM

OFFICE

PATIENT

ROOM

OFFICE

PATIENT

ROOM

SUITE

PASSAGE

C3-3ALINEN

ROOM

BATH

302A

OFFICE /

EXAM

ROOM

PATIENT

ROOM

TRIAGE

TOILET

304A

STORAGE

NURSING

STATION

DINING

ROOM

LINEN

ROOM

CORRIDOR

C3-5

2 2 2A 2 2

2 2

2A22A22A

2A222A22 2 2 2A 2

2A

2A

2A 2

2 2

2A

2 2A

GROUP ONE

GROUP TWO

GROUP THREE GROUP FOUR

GROUP FIVE

GROUP SIX

GROUP SEVEN

GROUP NINE

GROUP EIGHT

38-A201

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR

OF INTERIOR FINISHES IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL

GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION

REGARDING GROUPS OF WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

THIRD FLOOR PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

38-A103

573A4-18-605

04-10-2023

1/8" = 1'-0"38-A103

1 THIRD FLOOR PLAN

KEY PLAN

B38

NORTH

38-A202

38-A201

38-A202

6 6666

6 6

GROUP TEN GROUP TEN

GROUP TEN

38-A201

2 2

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR

OF INTERIOR FINISHES IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL

GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION

REGARDING GROUPS OF WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

ATTIC PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

38-A104

573A4-18-605

04-10-2023

1/8" = 1'-0"38-A104

1 ATTIC FLOOR PLAN

KEY PLAN

B38

NORTH

B38 - FIRST FLOOR

188' - 10"

B38 - LOWER

LEVEL

176' - 10"

B38 - SECOND

FLOOR

200' - 0 3/4"

B38 - THIRD

FLOOR

211' - 0 3/4"

B38 - ATTIC SLAB

222' - 9"

B38 - PENTHOUSE

ROOF

235' - 6 3/4"

G

K 24 G

L 4 L

V

R

B38 - FIRST FLOOR

188' - 10"

B38 - LOWER

LEVEL

176' - 10"

B38 - SECOND

FLOOR

200' - 0 3/4"

B38 - THIRD

FLOOR

211' - 0 3/4"

B38 - ATTIC SLAB

222' - 9"

B38 - PENTHOUSE

ROOF

235' - 6 3/4"

A

R

A

B

L

B

A

DEFICIENCY

SYMBOL

DEFICIENCY

RAKE OUT EXISTING DETERIORATED/LOOSE/MISSING MORTAR JOINTS. CLEAN

BRICK AND PREPARE FOR TUCK POINTING. TUCK POINT JOINTS WITH NEW

MORTAR TO MATCH EXISTING. LINEAR FOOT QUANTITY (LF)

DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED

BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE

MORTAR JOINTS AS REQUIRED.

EXISTING UNSEALED OPENING/PENETRATION IN FAÇADE. UNIT(S). SEAL OPENING

WITH ULTRAVIOLET (UV) RESISTANT FOAM SEALANT.

DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE

OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW

SEALANT TO MATCH EXISTING.

DAMAGED OR MISSING FLASHING. LINEAR FOOT QUANTITY (LF). DEMO AND

REPLACE EXISTING FLASHING. NEW FLASHING TO MATCH EXISTING IN

MATERIAL AND INSTALLATION. COMPLY WITH SMACNA REQUIREMENTS AND

RECOMMENDATIONS.

EXTERIOR INSULATION FINISH SYSTEM (EIFS) DAMAGE. SQUARE FOOT

QUANTITY (SF). DEMO DAMAGED EIFS TO EXPOSE SUBSTRATE. INSTALL NEW

RIGID INSULATION MATCHING EXISTING, THEN APPLY MESH AND BASE COAT.

FEATHER EDGES OF PATCH AND TEXTURE AND PAINT TO MATCH THE COLOR

AND TEXTURE OF EXISTING.

DEMO EXISTING ROTTED WOOD: REMOVE TO EXTENT OF FULL ROTTED

PIECE. SQUARE FOOT QUANTITY (SF). REPLACE WITH P.T. WOOD PIECES

TO MATCH PROFILES. FINISH NEW WORK TO MATCH EXISTING IN SIZE,

PROFILE, AND FINISHES.

CAST SILL SPALL. SQUARE FOOT QUANTITY (SF). REMOVE DETERIORATED

MATERIAL TO A SOUND SUBSTRATE, CLEAN, AND PATCH WITH A REPAIR

MORTAR THAT IS COMPATIBLE WITH SUBSTRATE. TEXTURE AND PAINT TO

MATCH EXISTING.

CLEAN, SCRAPE, AND/OR SAND EXISTING SURFACE OF OLD PAINT. SQUARE FOOT

QUANTITY (SF). CLEAR OF DEBRIS. PATCH, REPAIR, AND REFINISH TO MATCH

EXISTING COLOR, FINISH, AND PROFILE.

DISPLACED OR MISSING SIDING. SQUARE FOOT QUANTITY (SF). REMOVE

EXISTING SIDING AND RE-ANCHOR OR REPLACE. NEW SIDING TO MATCH

EXISTING MATERIAL, COLOR, AND FINISH.

A

B

H

K

L

N

R

X

(QUANTITY)

EXTERIOR ELEVATION LEGEND

F

G

V

EXTERIOR ELEVATION GENERAL NOTES:

A. CLEAN AND PAINT LINTEL ANGLES AT ALL WINDOWS BEING REPLACED OR MODIFIED AS A

PART OF THIS PROJECT. CLEAN LINTEL ANGLES PER MANUFACTURER INSTRUCTIONS

AND RECOMMENDATIONS, THEN APPLY A SURFACE TOLERANT EPOXY PRIMER AND

TOPCOAT.

B. ALL DEFICIENCY QUANTITIES IDENTIFIED HEREIN ARE APPROXIMATE AND SHALL BE

VERIFIED BY THE CONTRACTOR.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

NORTH & SOUTH ELEVATIONS REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

38-A201

573A4-18-605

04-10-2023

1/8" = 1'-0"38-A201

1 NORTH ELEVATION

1/8" = 1'-0"38-A201

2 SOUTH ELEVATION

B38 - FIRST FLOOR

188' - 10"

B38 - LOWER

LEVEL

176' - 10"

B38 - SECOND

FLOOR

200' - 0 3/4"

B38 - THIRD

FLOOR

211' - 0 3/4"

B38 - ATTIC SLAB

222' - 9"

B38 - PENTHOUSE

ROOF

235' - 6 3/4"

G

A

N

B38 - FIRST FLOOR

188' - 10"

B38 - LOWER

LEVEL

176' - 10"

B38 - SECOND

FLOOR

200' - 0 3/4"

B38 - THIRD

FLOOR

211' - 0 3/4"

B38 - ATTIC SLAB

222' - 9"

B38 - PENTHOUSE

ROOF

235' - 6 3/4"

A

A

G

A

R

F

F

A

G

G

H

DEFICIENCY

SYMBOL

DEFICIENCY

RAKE OUT EXISTING DETERIORATED/LOOSE/MISSING MORTAR JOINTS. CLEAN

BRICK AND PREPARE FOR TUCK POINTING. TUCK POINT JOINTS WITH NEW

MORTAR TO MATCH EXISTING. LINEAR FOOT QUANTITY (LF)

DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED

BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE

MORTAR JOINTS AS REQUIRED.

EXISTING UNSEALED OPENING/PENETRATION IN FAÇADE. UNIT(S). SEAL OPENING

WITH ULTRAVIOLET (UV) RESISTANT FOAM SEALANT.

DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE

OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW

SEALANT TO MATCH EXISTING.

DAMAGED OR MISSING FLASHING. LINEAR FOOT QUANTITY (LF). DEMO AND

REPLACE EXISTING FLASHING. NEW FLASHING TO MATCH EXISTING IN

MATERIAL AND INSTALLATION. COMPLY WITH SMACNA REQUIREMENTS AND

RECOMMENDATIONS.

EXTERIOR INSULATION FINISH SYSTEM (EIFS) DAMAGE. SQUARE FOOT

QUANTITY (SF). DEMO DAMAGED EIFS TO EXPOSE SUBSTRATE. INSTALL NEW

RIGID INSULATION MATCHING EXISTING, THEN APPLY MESH AND BASE COAT.

FEATHER EDGES OF PATCH AND TEXTURE AND PAINT TO MATCH THE COLOR

AND TEXTURE OF EXISTING.

DEMO EXISTING ROTTED WOOD: REMOVE TO EXTENT OF FULL ROTTED

PIECE. SQUARE FOOT QUANTITY (SF). REPLACE WITH P.T. WOOD PIECES

TO MATCH PROFILES. FINISH NEW WORK TO MATCH EXISTING IN SIZE,

PROFILE, AND FINISHES.

CAST SILL SPALL. SQUARE FOOT QUANTITY (SF). REMOVE DETERIORATED

MATERIAL TO A SOUND SUBSTRATE, CLEAN, AND PATCH WITH A REPAIR

MORTAR THAT IS COMPATIBLE WITH SUBSTRATE. TEXTURE AND PAINT TO

MATCH EXISTING.

CLEAN, SCRAPE, AND/OR SAND EXISTING SURFACE OF OLD PAINT. SQUARE FOOT

QUANTITY (SF). CLEAR OF DEBRIS. PATCH, REPAIR, AND REFINISH TO MATCH

EXISTING COLOR, FINISH, AND PROFILE.

DISPLACED OR MISSING SIDING. SQUARE FOOT QUANTITY (SF). REMOVE

EXISTING SIDING AND RE-ANCHOR OR REPLACE. NEW SIDING TO MATCH

EXISTING MATERIAL, COLOR, AND FINISH.

A

B

H

K

L

N

R

X

(QUANTITY)

EXTERIOR ELEVATION LEGEND

F

G

V

EXTERIOR ELEVATION GENERAL NOTES:

A. CLEAN AND PAINT LINTEL ANGLES AT ALL WINDOWS BEING REPLACED OR MODIFIED AS A

PART OF THIS PROJECT. CLEAN LINTEL ANGLES PER MANUFACTURER INSTRUCTIONS

AND RECOMMENDATIONS, THEN APPLY A SURFACE TOLERANT EPOXY PRIMER AND

TOPCOAT.

B. ALL DEFICIENCY QUANTITIES IDENTIFIED HEREIN ARE APPROXIMATE AND SHALL BE

VERIFIED BY THE CONTRACTOR.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

EAST & WEST ELEVATIONS REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

38-A202

573A4-18-605

04-10-2023

1/8" = 1'-0"38-A202

1 EAST ELEVATION

1/8" = 1'-0"38-A202

2 WEST ELEVATION

ELEVATOR

P-2

ELEVATOR

MECHANICAL

ROOM

MECHANICAL

WOMENS

TOILET

4A

WOMENS

LOUNGE

LAUNDRY

CHUTE

ELEVATOR

P-1

LOBBY

B

LOGISTICS

SERVICE

RECEIVING

OFFICE

STAIR 1

S1

MECHANICAL

SUPPLY &

MATERIAL

WAREHOUSE

MAIL ROOM

& OFFICE

SUPPLIES

7A

TRANSFORMER

ROOM

LOGISTICS

SERVICE

OFFICES

MENS

TOILET

TOILET

11C

OFFICE

11B

OFFICE

OFFICE

11A

OFFICE

12A

PROCUREMENT

BUSINESS

DIVISION

OFFICE

13B

OFFICE

13C

STAIR 3 /

STORAGE

13A

CONFERENCE

12B

8A

ELEC

CORRIDOR

ELEVATOR

LOBBY

CORRIDOR

A

B64A

B64-66

B74B64CC

1A11

112 1

1A

GROUP ONE GROUP TWO

62-A201

62-A202

62-A202

62-A201

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR OF INTERIOR FINISHES

IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION REGARDING GROUPS OF

WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

BASEMENT PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

62-A100

573A4-18-605

04-10-2023

1/8" = 1'-0"62-A100

1 BASEMENT PLAN

KEY PLAN

B62

NORTH

UP

UP

UP

ELEVATOR

P-2

ELEVATOR

P-1

MENS

TOILET

H. A. C.

ELEVATOR

LOBBY

1-A

SERVICE

OFFICE PVA

RN

SUPERVISOR

TELEHEALTH

STAIR 1

62-1-01S

EXAM 4

TOILET

108A

STORAGE

EXAM 3

EXAM 2

TOILET

107AEXAM 1

REC

THERAPY

TELEHEALTH

MEDICAL

SUPPLIES

NOURISHMENT

& COPIER

TOILET

NURSES

OFFICE

OFFICE

STAFF

ROOM

SEMI-PRIVATE

ROOM

PBM

REVENUE

VACANT

EMPLOYEE

EDUCATION

TOILET

H. A. C.

BREAK

ROOM

125VACANT

CLEAN

UTILITY

DATA

116A

TELEHEALTH

STAFF

TOILET

OFFICE

WAITING

140A

NURSES'

STATION

SPEECH

PATHOLOGY

SHOWER

103A

TOILET

104A

SPINAL

CORD

INJURY/DISORDER

CLINIC

SCALE

STAIR 3

144A

CORRIDOR

CORRIDOR

STAIR 2

142A

PHYSICAL

THERAPY

STORAGE

ALCOVE

TOILET

124A

VACANT

OFFICE

121A

ICE ROOM

TOILET

121BSHOWER

121C

CLINICAL

NURSE

PHYSICAL

THERAPY

REHAB

CORRIDOR

B64A B74B64CC

4 4 4 4 4

4A 6 4 4 4 4

4A 4 4 4

4 4 4 4

4 4 4 4 4A 4 4 4 4 4 4 44 4

7A

GROUP ONE

GROUP TWO GROUP THREE

GROUP FOUR

GROUP FIVEGROUP SIXGROUP SEVEN

GROUP EIGHT

GROUP NINE

62-A202

62-A201

62-A202

62-A202

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR OF INTERIOR FINISHES

IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION REGARDING GROUPS OF

WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

FIRST FLOOR PLAN REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

62-A101

573A4-18-605

04-10-2023

1/8" = 1'-0"62-A101

1 FIRST FLOOR PLAN

KEY PLAN

B62

NORTH

UP

UP

ELEVATOR

P-2

ELEVATOR

P-1

RESIDENT

SUITE

TOILET

203A

SHOWER

203B

TOILET

202A

SHOWER

202B

RESIDENT

SUITE

GROUP

ROOM

MEDICATION

& SUPPLY

TOILET

201A

CLEAN

LINEN

NURSES'

STATION

235A

HEAD

NURSE

OFFICE

235 STAFF

TOILET

NURSE

STATION

235C

TOILET

STORAGE

DAY ROOM

DINING

ROOM

OT OFFICE

GROUP

ROOM

RESIDENT

SUITE

TOILET

229A

SHOWER

229B

SHOWER

228B

TOILET

228A

RESIDENT

SUITE

OFFICE

MENS

TOILET

SHOWER

226B

SHOWER

226A

OFFICE

H. A. C.

STRETCHER

ALCOVE

SHOWER

221A

TOILET

223A

RESIDENT

SUITE

RESIDENT

SUITE

RESIDENT

SUITE

TOILET

220A

SHOWER

220B

SOILED

LINEN

KITCHEN

ELEVATOR

LOBBY

STAIR 1

62-2-01S

LAUNDRY

ROOM

ADAPTIVE

SPORTS

OFFICE

PSYCHIATRIST

OFFICE

ASSISTANT

CHIEF

WARD

ADMINISTRATION

STORAGE

CORRIDOR

STORAGE

ELEVATOR

LOBBY

CORRIDOR

SUPPLY

ROOM

SHOWER

207B

TOILET

207A

MED ROOM

RESIDENT

SUITE

CORRIDOR

RESIDENT

SUITE

TOILET

206A

SHOWER

204A

RESIDENT

SUITE

CLEAN

LINEN

STAIR 2

238A

STAIR 3

239B

OFFICE

227A

DATA

DAV

216A

B64A B64CC

4A 4 4A 4A 4 5

4A 6 4A 4A 4 4A

4A 4

4 4A 4 4A

4 4A 4 4A 4A 4 4 4 4 4 4 44 4

8A

GROUP ONE

GROUP TWO GROUP THREE

GROUP FOUR

GROUP FIVEGROUP SIXGROUP SEVEN

GROUP EIGHT

GROUP NINE

62-A202

62-A201

62-A202

62-A202

GROUP TWO

FLOOR PLAN GENERAL NOTES

A. REFER TO G002 FOR ADDITIONAL INFORMATION REGARDING REPLACEMENT AND REPAIR OF INTERIOR FINISHES

IMPACTED BY NEW WORK.

B. REFER TO DRAWING G002 FOR GENERAL PROJECT NOTES AND ARCHITECTURAL GENERAL NOTES.

C. REFER TO G002 FOR ARCHITECTURAL LEGEND.

D. REFER TO G002 FOR GENERAL PHASING NOTES AND ADDITIONAL INFORMATION REGARDING GROUPS OF

WINDOWS TO BE REPLACED.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

SECOND & ATTIC FLOOR PLANS REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

62-A102

573A4-18-605

04-10-2023

1/8" = 1'-0"62-A102

1 SECOND FLOOR PLAN

KEY PLAN

B62

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"

1/8" = 1'-0"62-A102

2 ATTIC FLOOR PLAN- PARTIAL

B62 - FIRST FLOOR

190' - 0"

B62 - LOWER

LEVEL

180' - 0"

B62 - SECOND

FLOOR

201' - 5 1/2"

B62 - ROOF

213' - 3 3/4"

B62 - PENTHOUSE

215' - 3 1/2"

P

O

A

I

A

B62 - FIRST FLOOR

190' - 0"

B62 - LOWER

LEVEL

180' - 0"

B62 - SECOND

FLOOR

201' - 5 1/2"

B62 - ROOF

213' - 3 3/4"

B62 - PENTHOUSE

215' - 3 1/2"

O

P

REMOVE, CLEAN, REPAINT

AND REINSTALL EXISTING

SECURITY SCREEN FOR

EXTERIOR REPAIRS.

B

DEFICIENCY

SYMBOL

DEFICIENCY

RAKE OUT EXISTING DETERIORATED/LOOSE/MISSING MORTAR JOINTS.

CLEAN BRICK AND PREPARE FOR TUCK POINTING. TUCK POINT JOINTS

WITH NEW MORTAR TO MATCH EXISTING. LINEAR FOOT QUANTITY (LF).

CAST SILL SPALL. SQUARE FOOT QUANTITY (SF). REMOVE DETERIORATED

MATERIAL TO A SOUND SUBSTRATE, CLEAN, AND PATCH WITH A REPAIR

MORTAR THAT IS COMPATIBLE WITH SUBSTRATE. TEXTURE AND PAINT TO

MATCH EXISTING.

STUCCO CRACKS. LINEAR FOOT QUANTITY (LF). SEAL CRACKS WITH AN

ELASTOMERIC SEALANT AND PAINT TO MATCH EXISTING.

STUCCO DELAMINATION. SQUARE FOOT QUANTITY (SF). REMOVE

DETERIORATED STUCCO TO A SOUND SUBSTRATE. CLEAN AREA AND

REPLACE OR REPAIR DAMAGED BACKING, IF ANY. APPLY NEW STUCCO AND

PAINT, MATCHING TEXTURE AND COLOR OF EXISTING.

SILL STONE CRACKS. LINEAR FOOT QUANTITY (LF). ROUT CRACKS

LARGER THAN 0.04 INCHES IN WIDTH. CLEAN AREA OF DEBRIS AND SEAL.

N

O

P

Q

X

(QUANTITY)

EXTERIOR ELEVATION LEGEND

A

DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED

BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE

MORTAR JOINTS AS REQUIRED.

B

REPAIR EXISTING CRACKED CONCRETE. LINEAR FOOT QUANTITY (LF).

REPAIR OR REPLACE DETERIORATED CONCRETE.

E

SEALANT APPLIED TO BRICK AND MORTAR JOINTS. SQUARE FOOT

QUANTITY (SF). REMOVE SEALANT FROM BRICK SURFACE AND MORTAR

JOINTS AND CLEAN.

I

EXTERIOR ELEVATION GENERAL NOTES:

A. CLEAN AND PAINT LINTEL ANGLES AT ALL WINDOWS BEING REPLACED OR MODIFIED AS A

PART OF THIS PROJECT. CLEAN LINTEL ANGLES PER MANUFACTURER INSTRUCTIONS

AND RECOMMENDATIONS, THEN APPLY A SURFACE TOLERANT EPOXY PRIMER AND

TOPCOAT.

B. ALL DEFICIENCY QUANTITIES IDENTIFIED HEREIN ARE APPROXIMATE AND SHALL BE

VERIFIED BY THE CONTRACTOR.

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

FINAL SUBMITTAL

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

TS SJ/MC/DB

STRUCTURAL

ENGINEER:

NORTH & SOUTH ELEVATIONS REPLACE WINDOWS AND WEATHER

PROTECTION

LAKE CITY, FL

62-A201

573A4-18-605

04-10-2023

1/8" = 1'-0"62-A201

1 NORTH ELEVATION

1/8" = 1'-0"62-A201

2 SOUTH ELEVATION

B62 - FIRST FLOOR

190' - 0"

B62 - LOWER

LEVEL

180' - 0"

B62 - SECOND

FLOOR

201' - 5 1/2"

B62 - ROOF

213' - 3 3/4"

B62 - PENTHOUSE

215' - 3 1/2"

N

REMOVE, CLEAN, REPAINT

AND REINSTALL EXISTING

SECURITY SCREEN FOR

EXTERIOR REPAIRS.

A

P

B62 - FIRST FLOOR

190' - 0"

B62 - LOWER

LEVEL

180' - 0"

B62 - SECOND

FLOOR

201' - 5 1/2"

B62 - ROOF

213' - 3 3/4"

B62 - PENTHOUSE

215' - 3 1/2"

E

Q

DEFICIENCY

SYMBOL

DEFICIENCY

RAKE OUT EXISTING DETERIORATED/LOOSE/MISSING MORTAR JOINTS.

CLEAN BRICK AND PREPARE FOR TUCK POINTING. TUCK POINT JOINTS

WITH NEW MORTAR TO MATCH EXISTING. LINEAR FOOT QUANTITY (LF).

CAST SILL SPALL. SQUARE FOOT QUANTITY (SF). REMOVE DETERIORATED

MATERIAL TO A SOUND SUBSTRATE, CLEAN, AND PATCH WITH A REPAIR

MORTAR THAT IS COMPATIBLE WITH SUBSTRATE. TEXTURE AND PAINT TO

MATCH EXISTING.

STUCCO CRACKS. LINEAR FOOT QUANTITY (LF). SEAL CRACKS WITH AN

ELASTOMERIC SEALANT AND PAINT TO MATCH EXISTING.

STUCCO DELAMINATION. SQUARE FOOT QUANTITY (SF). REMOVE

DETERIORATED STUCCO TO A SOUND SUBSTRATE. CLEAN AREA AND

REPLACE OR REPAIR DAMAGED BACKING, IF ANY. APPLY NEW STUCCO AND

PAINT, MATCHING TEXTURE AND COLOR OF EXISTING.

SILL STONE CRACKS. LINEAR FOOT QUANTITY (LF). ROUT CRACKS

LARGER THAN 0.04 INCHES IN WIDTH. CLEAN AREA OF DEBRIS AND SEAL.

N

O

P

Q

X

(QUANTITY)

EXTER…

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