Attachment 2 VA Wilmington Contract Doc Submittal - 2024 05 10 - Drawing Set.pdf

MATERIAL LEGEND

GENERAL ARCHITECTURAL NOTESGENERAL PROJECT NOTES ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

1,7,10,13,15,18,19/20

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EARTH

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GRAVEL

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. COORDINATE AND PROVIDE GALVANIZED METAL BACKER COORDINATE AND PROVIDE GALVANIZED METAL BACKER PLATE OR SOLID FIRE RETARDANT TREATED WOOD BLOCKING FOR WALL-MOUNTED ITEMS. COORDINATE LOCATIONS WITH COR FOR GOVERNMENT PROVIDED/CONTRACTOR INSTALLED EQUIPMENT. C. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. D. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES. E. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING. F. REMOVED MATERIALS WHICH ARE INDICATED TO BE 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. G. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES. WHERE EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF NEW MATERIALS. H. PREVENT DAMAGE TO MATERIALS AND FINISHES TO PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED. I. MAINTAIN AND PROTECT ROOF INTEGRITY DURING MAINTAIN AND PROTECT ROOF INTEGRITY DURING CONSTRUCTION. ENSURE EXISTING ROOF WARRANTY REMAINS VALID. ROOF SHALL BE RE-CERTIFIED BY THE MANUFACTURER AT CONTRACTOR'S EXPENSE.

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CONCRETE

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MORTAR, STUCCO CEMENT PLASTER

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CONCRETE MASONRY UNIT

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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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INSULATION BATT

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BRICK

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WOOD BLOCKING (ROUGH)

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AIR CONDITIONING

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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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CEMENTITIOUS CRYSTALLINE WATERPROOFING

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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 TILE

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DIAMETER

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ELECTRIC WATER COOLER

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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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FLOOR DRAIN

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FIRE EXTINGUISHER CABINET

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FIRE HOSE CABINET

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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FABRIC WALLCOVERING

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GAGE

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GYPSUM WALL BOARD

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HANDICAPPED

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HOLLOW METAL

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HIGH-PRESSURE DECORATIVE LAMINATE

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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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PORCELAIN BASE

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PLASTIC LAMINATE

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PRESSURE TREATED

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PAIR

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PAINT

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QUARRY TILE

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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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SOLID CORE WOOD

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SIMILAR

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SPECIAL FACED

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STAINLESS STEEL

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STEEL

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SUBSTRATE

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SHEET VINYL

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SOLID VINYL TILE

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TO BE DETERMINED

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TELEPHONE

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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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VINYL WALL COVERING

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WALL COVERING

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WOOD

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WELDED SEAM SHEET FLOORING

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AC

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ACT

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AFF

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ALUM

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BATT

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BO

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CBB

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CCW

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CFMF

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CG

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CMT

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CMU

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CO

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COMM

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CONC

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CONT

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COR

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CT

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CTB

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CT

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DIA

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EWC

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ELEC

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EQ

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ES

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ETC

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EXIST

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EXP

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FD

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FEC

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FHC

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FF

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FIN

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FLR

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FO

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FV

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FWC

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GA

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GWB

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HC

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HM

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HPDL

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HVAC

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MATL

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MAX

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MECH

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MFR

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MIN

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MO

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MTL

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NIC

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NTS

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OC

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OH

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PB

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PLAM

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PT

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PR

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QT

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RB

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REF

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REQ'D

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RES

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RES-W

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RO

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RF

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SC

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SCW

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SIM

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SP

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SS

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STL

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SUBS

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SV

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SVT

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TBD

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TELE

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TO

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TYP

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UNO

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VCT

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VWC

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WC

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WD

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WSF

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SEALED CONCRETE

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SCONC

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PORCELAIN TILE

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POR

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CONTROL JOINT

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CJ

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GALVANIZED METAL STUD(S)

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GMS

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REFLECTED CEILING PLAN

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RCP

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LUXURY VINYL TILE

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LVT

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COMPOUNDING ASEPTIC CONTAINMENT ISOLATOR

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CACI

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FIRE EXTINGUISHER CABINET

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ROOM NAME AND NUMBER

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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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SHEET WHERE ELEVATION IS DRAWN

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ROOM

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NAME

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AutoCAD SHX Text A301

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AutoCAD SHX Text A201

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GA4

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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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ACCESSORY TYPE

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DEFICIENCY SYMBOL

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SOLID SURFACE MATERIAL

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SSM

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WALL PROTECTION

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WP

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## (QUANTITY)

AutoCAD SHX Text A. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAN UP THE WORK AREA IF SO ASKED IN MEDICAL SITUATIONS REQUIRING SUCH ACTION. B. 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. C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY SECURED AT ALL TIMES BY THE CONTRACTOR TO REDUCE THE POSSIBILITY OF ANY OF THESE TOOLS BEING A HAZARD TO PATIENTS, VISITORS AND STAFF. D. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE WITH COR. E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE ALLOWED TO PERFORM WORK ON VA PREMISES. F. ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUIPMENT ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUIPMENT WILL BE LOANED OR GIVEN BY THE VA TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE AT ANY TIME. G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM DURING CONSTRUCTION. ALL SUCH ACTION MUST BE FIRST COORDINATED AN CLEARED WITH THE COR AND THE VA SAFETY OFFICER. ALL FUNCTIONAL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER THE CONTRACTOR'S FORCES ARE NOT PRESENT IN THE WORK AREA. H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND TO BE SECURE, SAFE AND FREE OF ANY FLAMMABLE LIQUIDS. I. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. J. SEE SPECIFICATIONS SECTIONS 01 00 00 AND 01 35 SEE SPECIFICATIONS SECTIONS 01 00 00 AND 01 35 26 FOR INTERIM LIFE SAFETY MEASURES. K. ALL FINISH COLORS TO BE SELECTED BY COR/ VA ALL FINISH COLORS TO BE SELECTED BY COR/ VA INTERIOR DESIGNER WHERE NOT OTHERWISE INDICATED. CONTRACTOR SHALL SUBMIT COLORS FROM THE MANUFACTURER'S FULL RANGE OF COLORS. L. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING VA EQUIPMENT WITHOUT AUTHORIZATION FROM VAMC ENGINEERING SERVICE UNLESS AN EMERGENCY SITUATION OCCURS. M. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING PERFORMANCE OF THE WORK. N. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED EXIT LIGHTING AND SIGNAGE REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK. O. INDICATED EXISTING CONDITIONS ARE BASED UPON INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION AND DID NOT INCLUDE DESTRUCTIVE INVESTIGATION OR TESTING. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF THE INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK. P. COORDINATE WORK WITH EQUIPMENT SUPPLIER/ COORDINATE WORK WITH EQUIPMENT SUPPLIER/ INSTALLER CONTRACTED SEPARATELY WITH THE GOVERNMENT.

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MASTER DEFICIENCY LIST (UNIT)

AutoCAD SHX Text EXISTING UNSEALED OPENING/PENETRATION IN FAÇADE. UNIT(S). SEAL OPENING WITH ULTRAVIOLET (UV) RESISTANT FOAM SEALANT.

AutoCAD SHX Text DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING.

AutoCAD SHX Text 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) OR PERCENTAGE OF HATCH AREA (%). NEW MORTAR TO MATCH EXISTING.

AutoCAD SHX Text DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE MORTAR JOINTS AS REQUIRED. NEW BRICK AND MORTAR TO MATCH EXISTING IN SIZE, FINISH, AND COLOR.

AutoCAD SHX Text DETERIORATED/FAILED COVE SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE OLD COVE SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING.

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DEMO & REPAIR EXISTING SPALLED CONCRETE. SQUARE FOOT QUANTITY (SF).

AutoCAD SHX Text REMOVE EXISTING MORTAR/SEALANT AT RELIEF ANGLE JOINTS, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING AND SURROUNDING SUBSTRATE. LINEAR FOOT QUANTITY (LF)

AutoCAD SHX Text STONE CRACKS. LINEAR FOOT QUANTITY (LF). ROUT CRACKS LARGER THAN 0.04 INCHES IN WIDTH. CLEAN AREA OF DEBRIS AND SEAL.

AutoCAD SHX Text REMOVE AND RESET LOOSE STONE PANEL. UNIT(S). REPAIR/REPLACE MORTAR JOINTS AS REQUIRED.

AutoCAD SHX Text CONCRETE PARGE COAT OR STUCCO DETERIORATION. SQUARE FOOT QUANTITY (SF). REMOVE DETERIORATED PARGE COAT TO A SOUND SUBSTRATE AND APPLY NEW CEMENTITIOUS PARGE COAT. NEW PARGE COAT TO MATCH EXISTING AND SURROUNDING.

AutoCAD SHX Text REPAIR EXISTING CRACKED CONCRETE. LINEAR FOOT QUANTITY (LF). REPAIR OR REPLACE CONCRETE TO RESTORE ORIGINAL STRUCTURAL INTEGRITY.

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REMOVE ORGANIC GROWTH FROM AREA. UNIT(S).

AutoCAD SHX Text 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, TEXTURE AND PAINT TO MATCH THE COLOR AND TEXTURE OF EXISTING.

AutoCAD SHX Text 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.

AutoCAD SHX Text DEMO AND REPLACE INDICATED EXISTING DETERIORATED /BROKEN/CRACKED STONE PANEL WITH NEW STONE TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE MORTAR/ SEALANT JOINTS AS REQUIRED.

AutoCAD SHX Text STONE PANEL SPALL. SQUARE FOOT QUANTY (SF). REMOVE DETERIORATED MATERIAL TO A SOUND SUBSTRATE. CLEAN AND PATCH WITH A REPAIR MORTAR THAT IS COMPATIBLE WITH THE SUBSTRATE. TEXTURE AND PAINT TO MATCH EXISTING.

AutoCAD SHX Text DEMO AND REPLACE INDICATED EXISTING DETERIORATED /BROKEN/CRACKED STONE SILL UNITS WITH NEW STONE SILLS TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE MORTAR/ SEALANT JOINTS AS REQUIRED.

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REPLACE DETERIORATED SILL STONE. EACH MARK IS A QUANTITY OF 1.

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DEFICIENCY SYMBOL

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## (QUANTITY)

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REPLACE DETERIORATED STONE PANEL. EACH MARK IS A QUANTITY OF 1.

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COPING STONE ISSUE. SEE DESCRIPTION AT LOCATION.

AutoCAD SHX Text KEYNOTE SYMBOL: DENOTES PHOTO LABEL FOUND IN THE PHOTO BOOK PROVIDED AS PART OF THE CONSTRUCTION DOCUMENTS.

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BETWEEN

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BTW

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STEEL ROOF ANCHOR

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SEALANT TAPE (CONT) COMPATIBLE WITH EXISTING ROOFING

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SINGLE PLY FLASHING

AutoCAD SHX Text LOCATE AND AVOID EXISTING REINFORCING THROUGH NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS (TYP)

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BASE FLASHING COMPATIBLE WITH EXISTING ROOF (TPO, MOD-BIT, SINGLE-PLY OR EPDM)

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TOP EYELET (RING)

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1/2" ROD WITH EPOXY OR THROUGH BOLT AS REQUIRED (TYP). ALLOW (8) PER ROOF ANCHOR

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SEALANT (ALL SIDES)

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EXIST RIGID INSULATION

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VAPOR BARRIER BELOW ANCHOR PLATE

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STAINLESS STEEL CLAMPING RING

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RIGID INSULATION TO MATCH TYPE AND DEPTH OF EXISTING

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EXISTING ROOFING (TPO, MOD-BIT, SINGLE PLY OR EPDM)

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EXIST CONC ROOF SLAB/BEAM

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AutoCAD SHX Text 3" = 1'-0"

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TYPICAL ROOF ANCHOR DETAIL

AutoCAD SHX Text GENERAL NOTE: SEE SPEC 112423 ROOF ANCHORS FOR DESIGN LOADING AND TESTING REQUIREMENTS

OVERALL SITE PLAN

AS100

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

LEGEND

1,7,10,13,15,18,19/20

AutoCAD SHX Text Nursing Home Care Unit

AutoCAD SHX Text V.A. Regional Office

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AutoCAD SHX Text Daycare Center

AutoCAD SHX Text M.C.C.R.

AutoCAD SHX Text First Floor

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%%UKIRKWOOD HIGHWAY

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DN

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I.C.U. ADDITION

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CLINIC ADDITION

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HOPTEL

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MAIN SWITCH GEAR

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EMERGENCY GENERATOR FOR CLINIC ADDITION

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AE101

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10-AE101

AutoCAD SHX Text 1,2,3,4

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7-AE101

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17-AE101

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AE101

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1-AE100

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AE101

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13-AE101

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TRUE NORTH

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BUILDINGS IN SCOPE

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

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AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

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AS100

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

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OVERALL SITE PLAN

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BUILDINGS IN SCOPE BUT WITH NO DEFICIENCIES FOUND

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BUILDING IDENTIFICATION

TRANSFORMER ROOM

GENERATOR ROOM

NORMAL AND EMERGENCY

POWER SWITCH GEAR ROOM

4" HIGH

CONCRETE PAD

4" HOUSEKEEPING PAD

BUILDINGS 15, 18 AND 19_20 FIRST

FLOOR PLANS

AE101

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

15, 18, 19/20

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AE101

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AutoCAD SHX Text 1/8" = 1'-0"

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FIRST FLOOR PLAN BLDG 18

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10 LF

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22 LF AT DOOR

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46 LF AT LOUVER [#7688]

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28 LF AT DOOR AND LOUVER [#7688]

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32 LF AT LOUVER [#7688]

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6 LF AT LOUVER [#6969]

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14 LF [#7689]

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AutoCAD SHX Text 26 [#7690]

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11 LF AT LOUVER [#7688]

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10 LF AT LOUVER [#0887]

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6 LF AT LOUVER [#0887]

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UP

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UP

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DN.

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SUBSTATION SWITCH GEAR

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AE101

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AutoCAD SHX Text 1/8" = 1'-0"

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FIRST FLOOR PLAN BLDG 19 & 20

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60 LF [#1373] AT ENTRYWAY

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19 LF AT DOOR

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AutoCAD SHX Text 2 [#7685]

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72 LF AT LOUVER [#1371]

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72 AT LOUVER [#2503]

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24 LF AT LOUVER [#1372]

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BLDG 20

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BLDG 19

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AE101

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AutoCAD SHX Text 1/8" = 1'-0"

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PENTHOUSE FLOOR PLAN BLDG 15

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MECHANICAL ROOM

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MACHINE ROOM

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ROOF

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UP

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DN.

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ROOF

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ROOF

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LOUVER

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WALKWAY

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SLOPE 1 1/2"

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LOUVER

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SLOPE 1/8"

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TO DRAIN

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34 LF [#7697] FULL HEIGHT. GROUND TO T/PENTHOUSE

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21 LF [#7723] AT DOOR & LIGHT

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23 LF [#7711] FULL HEIGHT GROUND TO T/SECOND FLOOR

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AutoCAD SHX Text 1 [#7715]

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AutoCAD SHX Text 25 [#7709]

AutoCAD SHX Text D

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4 [#7708] AT GROUND

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23 LF [#7706] FULL HEIGHT GROUND TO T/SECOND FLOOR

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23 LF [#7697] FULL HEIGHT. GROUND TO T/SECOND FLOOR

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11 LF [#7705] AT CHASE

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11 LF [#7705] AT CHASE

AutoCAD SHX Text B

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23 LF [#1387] FULL HEIGHT GROUND TO T/SECOND FLOOR

AutoCAD SHX Text D

AutoCAD SHX Text 1 [#7722]

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21 LF [#7723] AT DOOR & LIGHT

AutoCAD SHX Text B

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34 LF [#7708] FULL HEIGHT GROUND TO T/PENTHOUSE

AutoCAD SHX Text B

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12 LF [#1384] AT METAL PANEL FACADE

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12 LF [#7698] AT METAL PANEL FACADE

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23 LF [#7712] GROUND TO T/SECOND FLOOR

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2 [#7721] T/FIRST FLOOR

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11 [#7720] T/SECOND FLOOR

AutoCAD SHX Text C

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3 LF [#2483] DIAG AND 5 LF HORIZ ABV LOW ROOF

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13 LF VERT [2490]

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5' HORIZ [#2485,6]

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13' VERT [#2491]

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10' DIAG [#2492]

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RESET DISPLACED STONE @ CORNER [#2487]

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5 LF VERT CRACK ABV LOW ROOF [#2489]

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150 LF AROUND PERIMETER OF HIGH ROOF UNDER COPING STONES [#2478]

AutoCAD SHX Text G

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150 LF AROUND PERIMETER OF HIGH ROOF 5 COURSES UNDER COPING [#2478]

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AutoCAD SHX Text 2'

AutoCAD SHX Text D

AutoCAD SHX Text 3'

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12 LF AT LOUVER [#2481,2]

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4 LF AT LOUVER [#7693]

AutoCAD SHX Text 0'

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

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AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

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TRUE NORTH

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PLAN NORTH

AutoCAD SHX Text NOTE (BUILDING 15 ONLY): 1. REMOVE AND REPLACE SEALANT AT HORIZONTAL RELIEF ANGLE AT PERIMETER OF BUILDING AT GROUND LEVEL [#7710], REMOVE AND REPLACE SEALANT AT HORIZONTAL RELIEF ANGLE AT PERIMETER OF BUILDING AT GROUND LEVEL [#7710], T/FIRST FLOOR [#7696], T/SECOND FLOOR [#7713], T/PENTHOUSE LEVEL TYP. APPX 861 LF. CONTRACTOR TO VERIFY QUANTITY. 2. AVERAGE FLOOR HEIGHT: 11'-6". AVERAGE FLOOR HEIGHT: 11'-6". 3. REMOVE AND REPLACE SEALANT AT PERIMETER OF ALL WINDOWS AND CONCRETE WINDOW ENCLOSURES [#7701, 7703] REMOVE AND REPLACE SEALANT AT PERIMETER OF ALL WINDOWS AND CONCRETE WINDOW ENCLOSURES [#7701, 7703] TYP. APPX 1267 LF. CONTRACTOR TO VERIFY QUANTITY.

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DEFICIENCY (UNIT)

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DEFICIENCY SYMBOL

AutoCAD SHX Text X

AutoCAD SHX Text

## (QUANTITY)

AutoCAD SHX Text A

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AutoCAD SHX Text D

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AutoCAD SHX Text NOTE (BUILDINGS 19 & 20 ONLY): 1. REMOVE & REPLACE ALL SEALANT JOINTS AT PRECAST PANELS AT BUILDING EXTERIORS (TYP.). REMOVE & REPLACE ALL SEALANT JOINTS AT PRECAST PANELS AT BUILDING EXTERIORS (TYP.). APPROX. 102 LF AT BUILDING 19. APPROX. 141 LF AT BUILDING 20. CONTRACTOR TO VERIFY QUANTITIES. 2. SEALANT JOINTS AT PRECAST PANELS AT BUILDING 20 ARE 1 " WIDE (TYP.).SEALANT JOINTS AT PRECAST PANELS AT BUILDING 20 ARE 1 " WIDE (TYP.).12" WIDE (TYP.).

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text REMOVE AND REPLACE ALL SEALANT BETWEEN LOUVER FRAMES AND BRICK VENEER. 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. 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) OR AREA OF HATCH QUANTITY (SF). NEW MORTAR TO MATCH EXISTING. DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE MORTAR JOINTS AS REQUIRED. NEW BRICK AND MORTAR TO MATCH EXISTING IN SIZE, FINISH, AND COLOR. DETERIORATED/FAILED COVE SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE OLD COVE SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING. REMOVE EXISTING MORTAR/SEALANT AT RELIEF ANGLE JOINTS, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING AND SURROUNDING SUBSTRATE. LINEAR FOOT QUANTITY (LF) COPING STONE ISSUE. SEE DESCRIPTION AND QUANTITY AT NOTE LOCATION.

AutoCAD SHX Text C

AT ALL BUILDINGS

GENERAL ROOF PLAN LEGEND

lllllllllllllllllllllll l l l l l l l l l l l l l l l l l llllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllll l l l l l l l l l l l l l l l l l lllllllllllllllllllllllllllllllllllllllllll l l l l l l lllllllllllllllllllll l l l l l l l l l l l l l l l l l lllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l llllllllllll l l l l lllllllllll l l l l lllllllllll l l l llllllllllllllllllllll l l l l l l l l l l l l l l l l l lllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

BUILDING 1 OVERALL ROOF PLAN

1-AE100

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text NOTE: ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE EXISTING TO REMAIN. ONLY STEEL ROOF STANCHIONS (FALL PROTECTION) ARE IN THIS PROJECT SCOPE.

AutoCAD SHX Text

STEEL ROOF ANCHOR - SEE DETAIL 1 ON SHEET 1/GI002

AutoCAD SHX Text

WHITE SINGLE PLY ROOFING

AutoCAD SHX Text

EPDM ROOFING

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MOD BIT ROOFING WITH GRAVEL

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COATED FABRIC ROOFING

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COPING CAP STONE (L.F.) OF JOINTS NEEDING TO BE RESEALED TO BRICK VENEER BELOW

AutoCAD SHX Text

XXX L.F.

AutoCAD SHX Text

## L.F. OF COPING STONE JOINTS L.F. OF COPING STONE JOINTS (QUANTITY)

AutoCAD SHX Text 6A

AutoCAD SHX Text 4B

AutoCAD SHX Text 2A

AutoCAD SHX Text 2D

AutoCAD SHX Text 4C

AutoCAD SHX Text 1F

AutoCAD SHX Text 1E

AutoCAD SHX Text 7A

AutoCAD SHX Text 7B

AutoCAD SHX Text 3B

AutoCAD SHX Text 8C

AutoCAD SHX Text

BLDG. 17

AutoCAD SHX Text 2E

AutoCAD SHX Text 3D

AutoCAD SHX Text 3C

AutoCAD SHX Text 7D

AutoCAD SHX Text 7C

AutoCAD SHX Text 8D

AutoCAD SHX Text 8E

AutoCAD SHX Text 4A

AutoCAD SHX Text 7E

AutoCAD SHX Text 1G

AutoCAD SHX Text 3A

AutoCAD SHX Text 1J

AutoCAD SHX Text 1K

AutoCAD SHX Text 2F

AutoCAD SHX Text 1H

AutoCAD SHX Text

AutoCAD SHX Text 9A

AutoCAD SHX Text 9B

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AutoCAD SHX Text 3E

AutoCAD SHX Text 1A

AutoCAD SHX Text 1B

AutoCAD SHX Text 1C

AutoCAD SHX Text 2B

AutoCAD SHX Text 5A

AutoCAD SHX Text 1D

AutoCAD SHX Text 2C

AutoCAD SHX Text

BLDG. 1

AutoCAD SHX Text

HOSPITAL

AutoCAD SHX Text

CLC

AutoCAD SHX Text 8A

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text 252 L.F.

AutoCAD SHX Text 77 L.F.

AutoCAD SHX Text 130 L.F.

AutoCAD SHX Text 146 L.F.

AutoCAD SHX Text 114 L.F.

AutoCAD SHX Text 233 L.F.

AutoCAD SHX Text 128 L.F.

AutoCAD SHX Text 84 L.F.

AutoCAD SHX Text 66 L.F.

AutoCAD SHX Text 228 L.F.

AutoCAD SHX Text 248 L.F.

AutoCAD SHX Text 130 L.F.

AutoCAD SHX Text 64 L.F.

AutoCAD SHX Text 75 L.F.

AutoCAD SHX Text 140 L.F.

AutoCAD SHX Text 44 L.F.

AutoCAD SHX Text 24 L.F.

AutoCAD SHX Text 222 L.F.

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text

17-AE101

AutoCAD SHX Text

AutoCAD SHX Text

1-AE100D

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AutoCAD SHX Text

1-AE100C

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AutoCAD SHX Text

1-AE100A

AutoCAD SHX Text

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1-AE100B

AutoCAD SHX Text

AutoCAD SHX Text

EMERGENCY DEPARTMENT ADDITION

AutoCAD SHX Text

MEDICAL CLINIC ADDITION

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TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

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

AutoCAD SHX Text 0'

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

AutoCAD SHX Text Below Grade

AutoCAD SHX Text

AE100

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NOT TO SCALE

OVERALL ROOF PLAN - BUILDING 1

ROOF GENERAL NOTES

llllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l lll l l l l l l l l l l l l l l l l l l l l l l l l l l llll l l l l l l l l l l l l l l l l l l l l l l l l l l l lll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

BUILDING 1 ROOF PLAN AREA A

1-AE100A

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text GENERAL NOTE: ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE EXISTING TO REMAIN. ONLY STEEL ROOF STANCHIONS (FALL PROTECTION) ARE IN THIS PROJECT SCOPE.

AutoCAD SHX Text STEEL ROOF ANCHOR - CONCRETE DECK MOUNTED - SEE DETAIL 1 ON SHEET 1/GI002 ROOF ANCHOR - STEEL BEAM MOUNTED - SEE ROOF ANCHOR SPEC 11 24 23 EXISTING ROOF ANCHOR

AutoCAD SHX Text ROOF ANCHOR NOTES: ROOF ANCHOR NOTES: 1. ROOF ANCHORS SHALL BE INSTALLED TO PROVIDE ACCESS TO ROOF ANCHORS SHALL BE INSTALLED TO PROVIDE ACCESS TO FACADE AREAS OVER TWO STORIES IN HEIGHT ABOVE THE GROUND OR ADJACENT ROOF. 2. INSTALLATION OF ANCHORS REQUIRING ACCESS TO THE INSTALLATION OF ANCHORS REQUIRING ACCESS TO THE UNDERSIDE OF THE ROOF SLAB IS NOT PERMITTED IN PATIENT CARE, OFFICES, OR OTHER FINISHED SPACES. INSTALLATION OF THESE TYPES OF ANCHORS IS PERMITTED IN MECHANICAL OR OTHER UNFINISHED SPACES, SUBJECT TO COR APPROVAL. 3. DEPENDING ON LAYOUT, SUPPLEMENTAL STEEL FRAMING MAY BE DEPENDING ON LAYOUT, SUPPLEMENTAL STEEL FRAMING MAY BE REQUIRED OVER THE 7TH FLOOR, NORTHEAST MECHANICAL ROOM. ORIGINAL FRAMING PLANS ARE AVAILABLE UPON REQUEST FROM COR. 4. LAYOUTS OF ANCHORS SHOWN IS CONCEPTUAL AND FINAL LAYOUTS OF ANCHORS SHOWN IS CONCEPTUAL AND FINAL LAYOUTS WILL BE SUBMITTED AS SHOP DRAWINGS AND MAY BE ADJUSTED DEPENDING ON ACTUAL ANCHORS AND CONFIGURATION INSTALLED. 5. EXISTING WALL ANCHORS INSTALLED INTO UNREINFORCED CMU EXISTING WALL ANCHORS INSTALLED INTO UNREINFORCED CMU HAVE NOT BEEN CONSIDERED IN THE LAYOUT. 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

ROOF AREA A

AutoCAD SHX Text

ROOF AREA B

AutoCAD SHX Text

1-AE100A

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

ROOF AREA A - ROOF ANCHOR POINTS

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

Below Grade

BUILDING 1 ROOF PLAN AREA B

1-AE100B

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

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AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text

MATCH LINE

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MATCH LINE

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ROOF AREA A

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ROOF AREA B

AutoCAD SHX Text 7A

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AutoCAD SHX Text 3B

AutoCAD SHX Text 8C

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AutoCAD SHX Text 3E

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AutoCAD SHX Text 1D

AutoCAD SHX Text 8B

AutoCAD SHX Text 8A

AutoCAD SHX Text

1-AE100B

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

ROOF AREA B - ROOF ANCHOR POINTS

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

AutoCAD SHX Text Below Grade

AutoCAD SHX Text GENERAL NOTE: ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE EXISTING TO REMAIN. ONLY STEEL ROOF STANCHIONS (FALL PROTECTION) ARE IN THIS PROJECT SCOPE.

AutoCAD SHX Text STEEL ROOF ANCHOR - CONCRETE DECK MOUNTED - SEE DETAIL 1 ON SHEET 1/GI002 ROOF ANCHOR - STEEL BEAM MOUNTED - SEE ROOF ANCHOR SPEC 11 24 23 EXISTING ROOF ANCHOR

ROOF ANCHOR NOTES: ROOF ANCHOR NOTES: 1. ROOF ANCHORS SHALL BE INSTALLED TO PROVIDE ACCESS TO ROOF ANCHORS SHALL BE INSTALLED TO PROVIDE ACCESS TO FACADE AREAS OVER TWO STORIES IN HEIGHT ABOVE THE GROUND OR ADJACENT ROOF. 2. INSTALLATION OF ANCHORS REQUIRING ACCESS TO THE INSTALLATION OF ANCHORS REQUIRING ACCESS TO THE UNDERSIDE OF THE ROOF SLAB IS NOT PERMITTED IN PATIENT CARE, OFFICES, OR OTHER FINISHED SPACES. INSTALLATION OF THESE TYPES OF ANCHORS IS PERMITTED IN MECHANICAL OR OTHER UNFINISHED SPACES, SUBJECT TO COR APPROVAL. 3. DEPENDING ON LAYOUT, SUPPLEMENTAL STEEL FRAMING MAY BE DEPENDING ON LAYOUT, SUPPLEMENTAL STEEL FRAMING MAY BE REQUIRED OVER THE 7TH FLOOR, NORTHEAST MECHANICAL ROOM. ORIGINAL FRAMING PLANS ARE AVAILABLE UPON REQUEST FROM COR. 4. LAYOUTS OF ANCHORS SHOWN IS CONCEPTUAL AND FINAL LAYOUTS OF ANCHORS SHOWN IS CONCEPTUAL AND FINAL LAYOUTS WILL BE SUBMITTED AS SHOP DRAWINGS AND MAY BE ADJUSTED DEPENDING ON ACTUAL ANCHORS AND CONFIGURATION INSTALLED. 5. EXISTING WALL ANCHORS INSTALLED INTO UNREINFORCED CMU EXISTING WALL ANCHORS INSTALLED INTO UNREINFORCED CMU HAVE NOT BEEN CONSIDERED IN THE LAYOUT. 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

BUILDING 1 ROOF PLAN AREA C

1-AE100C

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text (2)C10X15.3 B-B

AutoCAD SHX Text 3A

AutoCAD SHX Text 1H

AutoCAD SHX Text

EMEGENCY DEPARTMENT ADDITION

AutoCAD SHX Text

1-AE100C

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

ROOF AREA C - ROOF ANCHOR POINTS

AutoCAD SHX Text R

AutoCAD SHX Text

2 EA [#9163-5]

AutoCAD SHX Text R

AutoCAD SHX Text

2 EA [#9161-2]

AutoCAD SHX Text R

AutoCAD SHX Text

1 EA [#9153]

AutoCAD SHX Text M

AutoCAD SHX Text

2 SF [#9152]

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

AutoCAD SHX Text Below Grade

AutoCAD SHX Text NOTE: ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE EXISTING TO REMAIN. ONLY STEEL ROOF STANCHIONS (FALL PROTECTION) ARE IN THIS PROJECT SCOPE.

AutoCAD SHX Text REMOVE AND REPLACE ALL SEALANT BETWEEN LOUVER FRAMES AND BRICK VENEER. 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, TEXTURE AND PAINT TO MATCH THE COLOR AND TEXTURE OF EXISTING. DEMO AND REPLACE INDICATED EXISTING DETERIORATED /BROKEN/CRACKED STONE SILL UNITS WITH NEW STONE SILLS TO MATCH EXISTING. UNIT(S). REPAIR/ REPLACE MORTAR/ SEALANT JOINTS AS REQUIRED.

AutoCAD SHX Text

DEFICIENCY (UNIT)

AutoCAD SHX Text

DEFICIENCY SYMBOL

AutoCAD SHX Text X

AutoCAD SHX Text

## (QUANTITY)

AutoCAD SHX Text M

AutoCAD SHX Text R

BUILDING 1 ROOF PLAN AREA D

1-AE100D

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text

MEDICAL CLINIC ADDITION

AutoCAD SHX Text

1-AE100D

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

ROOF AREA D - ROOF ANCHOR POINTS

AutoCAD SHX Text B

AutoCAD SHX Text

2500 LF BTW FACADE PANELS [#9070 & #9073]

AutoCAD SHX Text

1300 LF BTW FACADE PANELS

AutoCAD SHX Text B

AutoCAD SHX Text

500 LF BTW FACADE PANELS

AutoCAD SHX Text B

AutoCAD SHX Text

72 LF @ LOUVERS

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

72 LF @ LOUVERS

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

AutoCAD SHX Text Below Grade

AutoCAD SHX Text NOTE: ALL ROOFS, ROOFTOP EQUIPMENT, ETC. ARE EXISTING TO REMAIN. ONLY STEEL ROOF STANCHIONS (FALL PROTECTION) ARE IN THIS PROJECT SCOPE.

AutoCAD SHX Text

DEFICIENCY (UNIT)

AutoCAD SHX Text

DEFICIENCY SYMBOL

AutoCAD SHX Text X

AutoCAD SHX Text

## (QUANTITY)

AutoCAD SHX Text B

AutoCAD SHX Text REMOVE AND REPLACE ALL SEALANT BETWEEN LOUVER FRAMES AND BRICK VENEER. DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING.

BUILDING 1 SOUTH ELEVATION 1

1-AE101

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

67SF [#2776]

AutoCAD SHX Text G

AutoCAD SHX Text 6 [#5694]

AutoCAD SHX Text C

AutoCAD SHX Text

6 SF [#2607]

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

7SF

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

67SF

AutoCAD SHX Text C

AutoCAD SHX Text

75SF [#2773]

AutoCAD SHX Text D

AutoCAD SHX Text 4 [#2529]

AutoCAD SHX Text

VA LOGO SIGN

AutoCAD SHX Text

FIN. 1ST FL.

AutoCAD SHX Text

FIN. 2ND FL.

AutoCAD SHX Text

FIN. 3RD FL.

AutoCAD SHX Text

FIN. 4TH FL.

AutoCAD SHX Text

FIN. 5TH FL.

AutoCAD SHX Text

FIN. 6TH FL.

AutoCAD SHX Text

FIN. 7TH FL.

AutoCAD SHX Text

FIN. 8TH FL.

AutoCAD SHX Text

FIN. 9TH FL.

AutoCAD SHX Text

10TH FL.

AutoCAD SHX Text

11TH FL.

AutoCAD SHX Text

MACH. RM. FLOOR

AutoCAD SHX Text

TOP OF ROOF

AutoCAD SHX Text C

AutoCAD SHX Text

75SF

AutoCAD SHX Text

EXISTING ELEVATOR TOWER ADDITION, NO DIFFICIENCIES NOTED (AREA SHOWN HATCHED)

AutoCAD SHX Text

EXISTING EMERGENCY DEPARTMENT ADDITION (AREA SHOWN HATCHED)

AutoCAD SHX Text

EXISTING CLINIC ADDITION, (AREA SHOWN HATCHED)

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

AutoCAD SHX Text Below Grade

AutoCAD SHX Text C

AutoCAD SHX Text

60SF [#2590]

AutoCAD SHX Text C

AutoCAD SHX Text [#2597]

AutoCAD SHX Text C

AutoCAD SHX Text

32SF [#2606]

AutoCAD SHX Text C

AutoCAD SHX Text

35SF [#2607]

AutoCAD SHX Text D

AutoCAD SHX Text

7' VERT [#2605]

AutoCAD SHX Text B

AutoCAD SHX Text

STONE/STONE AND STONE/BRICK JOINTS, TYP. [#2742,3]

AutoCAD SHX Text F

AutoCAD SHX Text

20SF [#2682,3]

AutoCAD SHX Text C

AutoCAD SHX Text

250 LF REPOINT JOINTS AT STONE PANELS [#2776]

AutoCAD SHX Text P

AutoCAD SHX Text

5SF ON 2 PANELS [#2773]

AutoCAD SHX Text S

AutoCAD SHX Text [#2775]

AutoCAD SHX Text S

AutoCAD SHX Text 2 [#2774]

AutoCAD SHX Text R

AutoCAD SHX Text [#7000,1]

AutoCAD SHX Text R

AutoCAD SHX Text [#6998,9]

AutoCAD SHX Text R

AutoCAD SHX Text [#6996,7]

AutoCAD SHX Text S

AutoCAD SHX Text [#2758,61,66]

AutoCAD SHX Text R

AutoCAD SHX Text [#2760]

AutoCAD SHX Text S

AutoCAD SHX Text [#7004]

AutoCAD SHX Text R

AutoCAD SHX Text [#2777]

AutoCAD SHX Text R

AutoCAD SHX Text [#2504]

AutoCAD SHX Text R

AutoCAD SHX Text [#2503]

AutoCAD SHX Text R

AutoCAD SHX Text [#2505]

AutoCAD SHX Text R

AutoCAD SHX Text [#2506]

AutoCAD SHX Text R

AutoCAD SHX Text [#2530]

AutoCAD SHX Text R

AutoCAD SHX Text [#6993]

AutoCAD SHX Text R

AutoCAD SHX Text [#2526]

AutoCAD SHX Text R

AutoCAD SHX Text [#2527]

AutoCAD SHX Text R

AutoCAD SHX Text [#2528]

AutoCAD SHX Text R

AutoCAD SHX Text [#2529]

AutoCAD SHX Text R

AutoCAD SHX Text [#2529]

AutoCAD SHX Text R

AutoCAD SHX Text [#2525]

AutoCAD SHX Text R

AutoCAD SHX Text [#2525]

AutoCAD SHX Text 4 [#2606]

AutoCAD SHX Text D

AutoCAD SHX Text

8 LF VERT

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

26 LF

AutoCAD SHX Text B

AutoCAD SHX Text

26 LF

AutoCAD SHX Text S

AutoCAD SHX Text

3 PANELS @ LIMESTONE [#9136]

AutoCAD SHX Text [#2597]

AutoCAD SHX Text 8 [#5691-#5692]

AutoCAD SHX Text [#5695]

AutoCAD SHX Text [#5696]

AutoCAD SHX Text

AutoCAD SHX Text [#5698]

AutoCAD SHX Text [#5699]

AutoCAD SHX Text [#5701-#5702]

AutoCAD SHX Text [#2605]

AutoCAD SHX Text [#5705]

AutoCAD SHX Text B

AutoCAD SHX Text

44 LF @ LOUVER

AutoCAD SHX Text B

AutoCAD SHX Text

5 LF @ LOUVER [#0249]

AutoCAD SHX Text B

AutoCAD SHX Text

10 LF @ LOUVER [#0249]

AutoCAD SHX Text

1-AE101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

SOUTH ELEVATION 1

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text N.T.S

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

1-AE101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

SOUTH ELEVATION 1 BUILDING BEYOND

AutoCAD SHX Text B

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text DETERIORATED/FAILED SEALANT. LINEAR FOOT QUANTITY (LF). REMOVE OLD SEALANT, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING. 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) OR AREA OF HATCH QUANTITY (SF). NEW MORTAR TO MATCH EXISTING. DEMO & REPLACE INDICATED EXISTING DETERIORATED/BROKEN/CRACKED BRICK WITH NEW BRICK TO MATCH EXISTING. UNIT(S). REPAIR/REPLACE MORTAR JOINTS AS REQUIRED. NEW BRICK AND MORTAR TO MATCH EXISTING IN SIZE, FINISH, AND COLOR. DEMO & REPAIR EXISTING SPALLED CONCRETE. SQUARE FOOT QUANTITY (SF). REMOVE EXISTING MORTAR/SEALANT AT RELIEF ANGLE JOINTS, CLEAN AND PREPARE SURFACES, AND APPLY NEW SEALANT TO MATCH EXISTING AND SURROUNDING SUBSTRATE. LINEAR FOOT QUANTITY (LF) STONE PANEL SPALL. SQUARE FOOT QUANTITY (SF). REMOVE DETERIORATED MATERIAL TO A SOUND SUBSTRATE. CLEAN AND PATCH WITH A REPAIR MORTAR THAT IS COMPATIBLE WITH THE SUBSTRATE. TEXTURE AND PAINT TO MATCH EXISTING. DEMO AND REPLACE INDICATED EXISTING DETERIORATED /BROKEN/CRACKED STONE SILL UNITS WITH NEW STONE SILLS TO MATCH EXISTING. UNIT(S). REPAIR/ REPLACE MORTAR/ SEALANT JOINTS AS REQUIRED. REPLACE DETERIORATED STONE PANEL. EACH MARK IS A QUANTITY OF 1.

AutoCAD SHX Text

DEFICIENCY (UNIT)

AutoCAD SHX Text

DEFICIENCY SYMBOL

AutoCAD SHX Text X

AutoCAD SHX Text

## (QUANTITY)

AutoCAD SHX Text

BLDG 1.

AutoCAD SHX Text REMOVE AND REPLACE ALL SEALANT BETWEEN LOUVER FRAMES AND BRICK VENEER/EXTERIOR FINISHES. REMOVE AND REPLACE ALL SEALANT AT VERTICAL AND HORIZONTAL JOINTS OF GREENSTONE FACADE PANELS. REMOVE AND REPLACE ALL SEALANT BETWEEN COPING STONES AND BRICK VENEER. TYPICAL AT BLDG 1. QUANTITIES SHOWN ON OVERALL ROOF PLAN 1-AE100.

AutoCAD SHX Text

AT ALL BUILDINGS

BLDG 1.

BUILDING 1 SOUTH ELEVATION 2

1-AE102

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

CONTRACT DOCUMENTS

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

TUCKPOINTING AND REPAIR OF

MASONRY

VAMC WILMINGTON, DE

460-20-004

Project Director

05/10/2024 JH DB, EO, SJRevisions: Date:

AutoCAD SHX Text I

AutoCAD SHX Text 1 [#2550]

AutoCAD SHX Text C

AutoCAD SHX Text

2LF [#5727]

AutoCAD SHX Text G

AutoCAD SHX Text C

AutoCAD SHX Text

65SF [#2737]

AutoCAD SHX Text C

AutoCAD SHX Text

142SF [#2738]

AutoCAD SHX Text C

AutoCAD SHX Text

16SF

AutoCAD SHX Text

20 LF @ LOUVER [#5734]

AutoCAD SHX Text

GR. EL. 90.5'

AutoCAD SHX Text

FIN. 1ST FL.

AutoCAD SHX Text

FIN. 2ND FL.

AutoCAD SHX Text

FIN. 3RD FL.

AutoCAD SHX Text

FIN. 4TH FL.

AutoCAD SHX Text

FIN. 5TH FL.

AutoCAD SHX Text

FIN. 6TH FL.

AutoCAD SHX Text

FIN. 7TH FL.

AutoCAD SHX Text

FIN. 8TH FL.

AutoCAD SHX Text

TOP OF SLAB EL. 201.33'

AutoCAD SHX Text 3 [#5728]

AutoCAD SHX Text

EXISTING REHAB MEDICINE ADDITION (AREA SHOWN HATCHED)

AutoCAD SHX Text

EXISTING CLINIC ADDITION (AREA SHOWN HATCHED)

AutoCAD SHX Text EXISTING COMMUNITY LIVING CENTER ADDITION, SEE BUILDING 17 FOR NOTES THIS AREA. (AREA SHOWN HATCHED)

AutoCAD SHX Text

DN

AutoCAD SHX Text Open Area

AutoCAD SHX Text Below Grade

AutoCAD SHX Text J

AutoCAD SHX Text

25 SF [#2550,1]

AutoCAD SHX Text F

AutoCAD SHX Text

4SF UNDER SUNSHADE [#2549]

AutoCAD SHX Text S

AutoCAD SHX Text [#2740]

AutoCAD SHX Text C

AutoCAD SHX Text

56SF [#2737-9]

AutoCAD SHX Text I

AutoCAD SHX Text

2 PIECES [#7055]

AutoCAD SHX Text R

AutoCAD SHX Text [#2513]

AutoCAD SHX Text R

AutoCAD SHX Text [#2512]

AutoCAD SHX Text R

AutoCAD SHX Text [#2510]

AutoCAD SHX Text R

AutoCAD SHX Text [#2511]

AutoCAD SHX Text R

AutoCAD SHX…