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
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 for this federal contract opportunity
| 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 | ||
| 5.04 - Attachment 04 - Price Matrix [1 page].xlsx | XLSX spreadsheet | |
| 5.03 - Attachment 03 - Wage Determination [5 Pages].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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FIRST FLOOR PLAN
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SECOND FLOOR PLAN
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ATTIC PLAN
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BASEMENT PLAN
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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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SECOND & ATTIC FLOOR PLANS
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NORTH & SOUTH ELEVATIONS
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EAST & WEST ELEVATIONS
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FIRST FLOOR PLAN
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SECOND FLOOR PLAN
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NORTH ELEVATION
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EAST ELEVATION
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BASEMENT PLAN
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FIRST FLOOR PLAN
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SECOND FLOOR PLAN
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THIRD FLOOR PLAN
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FOURTH FLOOR PLAN
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ROOF PLAN
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NORTH & SOUTH ELEVATIONS
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EAST & WEST ELEVATIONS
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BASEMENT PLAN
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ARCHITECTURAL
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FIRST FLOOR PLAN
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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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BASEMENT PLAN
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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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BASEMENT PLAN
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FIRST FLOOR PLAN
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EAST ELEVATION
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FIRST FLOOR PLAN
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EAST & WEST ELEVATIONS
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AutoCAD SHX Text A601
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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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MAXIMUM
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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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PAIR
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PAINT
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RESILIENT BASE
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REFRIGERATOR
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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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UNLESS NOTED OTHERWISE
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WOOD
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ACT
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GALVANIZED METAL STUD(S)
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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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SECTION 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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SECTION
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PLAN
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STEEL
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INSULATION RIGID
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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
AutoCAD SHX Text
MOD-BIT
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
HORIZONTAL
AutoCAD SHX Text
HORIZ
AutoCAD SHX Text
DOWNSPOUT
AutoCAD SHX Text
DS
AutoCAD SHX Text
GA4
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HEAD, JAMB AND SILL CALLOUT
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ROOF DRAIN
AutoCAD SHX Text
RD
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OVERFLOW DRAIN
AutoCAD SHX Text
OD
AutoCAD SHX Text
FACE OF
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FO
AutoCAD SHX Text
SCHEDULE
AutoCAD SHX Text
SCHED
AutoCAD SHX Text
EDGE OF DECK
AutoCAD SHX Text
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
AutoCAD SHX Text
BLKG
AutoCAD SHX Text
GLASS
AutoCAD SHX Text
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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