36C25622R0062 Part 5 DRWGS .pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CP502

PAVING & SITE DETAILS

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VA FORM 08 - 6231

A

ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS103

AREA A PROPOSED

IMPROVEMENTS PLAN

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Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS104

AREA A PROPOSED

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS203

AREA B PROPOSED

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS204

AREA B PROPOSED

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS303

AREA C PROPOSED

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS403

AREA D PROPOSED

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CS453

AREA E PROPOSED

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CU501

STORM SEWER & UTILITY

DETAILS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

09/03/2021Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com FULLY SPRINKLERED

667-19-101

MHW JLM

DATE: 03 SEPTEMBER 2021

CU502

STORM SEWER & UTILITY

DETAILS

GR001

KEYED EXTERIOR PHOTO SHEET

NOTES

TDM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

ZAY/CMYRevisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com

DATE: 03 SEPTEMBER 2021

FULLY SPRINKLERED

667-19-101 Architecture Yeates Mancil Architects, LLC 929 South Peters Street New Orleans, LA 70130 504-522-7218 www.yeatesarchitects.com

9/3/2021

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

VA VETERAN'S ADMINISTRATION

NIC NOT IN CONTRACT

ABBREVIATIONS

A. THE INTENT OF THESE NOTES IS TO PROVIDE A GENERAL

DOCUMENTATION OF BOTH TYPICAL AND SPECIFIC

EXISTING EXTERIOR CONDITIONS AND SCOPE OF WORK

AT THE EXISTING BUILDING. THE PHOTOS AND ITEMS

NOTED DO NOT CAPTURE OR DOCUMENT ALL EXISTING

INSTANCES OR LOCATIONS OF THE EXISTING

CONDITIONS TO BE CORRECTED AS PART OF THE

PROJECT SCOPE OF WORK.

B. ALL BRICK CLEANING MUST INCLUDE THE REMOVAL OF

ANY MASTIC/ADHESIVE, CAULK, ETC. FROM THE FACE OF

THE BRICK AND MORTAR.

C. ALL EXTERIOR COMPONENT INSTALLATIONS SHALL MEET

OR EXCEED THE REQUIREMENTS OF THE INTERNATIONAL

BUILDING CODE, 2018 EDITION, FOR WIND LOADS OF 120

MPH FOR A WIND EXPOSURE IN ZONE C.

D. CONTRACTOR SHALL BE REQUIRED TO PROVIDE

MULTIPLE "MOCK UPS" OF ALL MASONRY AND MORTAR

REPAIR AND REPLACEMENT WORK FOR REVIEW AND

APPROVAL TO ENSURE PROPER CUSTOM COLOR

MATCHING IN ACCORDANCE WITH THE SPECIFICATIONS.

IMPORTANT PHOTO SHEET NOTE(S)ARCHITECTURAL SYMBOLS

# KEYED NOTE CALLOUT

(KEYED NOTES APPLY TO SHEETS GR101 - GR110)#

(NOT ALL KEYED NOTES MAY APPLY TO EACH SHEET)KEYED PHOTOSHEET NOTES

EXISTING BRICK VENEER AND MORTAR STAINED AND

DISCOLORED FROM MOISTURE, ORGANIC GROWTH AND

RAIN WATER RUNOFF FROM BUILDING PROJECTIONS,

COMPONENTS, PENETRATIONS, OPENINGS,

LOUVERS/GRILLES, ETC. ALL EXISTING MASONRY

COMPONENTS INCLUDING BUT NOT LIMITED TO BRICK,

STONE, MORTAR JOINTS, ETC. AT ALL EXTERIOR WALLS,

PARAPETS ETC., SHALL BE THOROUGHLY CLEANED PER

THE SPECIFICATIONS WITH FUNGICIDE CLEANER. ALL

AREAS OF THE BUILDING INCLUDING ALL NEW ADDITIONS

TO THE ORIGINAL 1948 PORTIONS OF THE BUILDING SHALL

REQUIRE CLEANING AND APPLICATION OF FUNGICIDE AS

PART OF THE PROJECT SCOPE OF WORK. ALL EXISTING

STAINS AND ACCUMULATED CAULKING, MASTIC, ADHESIVE,

ETC. SHALL BE CLEANED AND REMOVED FROM FACE OF

BRICK AND MORTAR IN ENTIRETY. SEE KEYED NOTE 52.

ALL EXISTING PREVIOUSLY PAINTED METAL BUILDING

COMPONENTS INCLUDING BUT NOT LIMITED TO

LOUVERS/GRILLES, METAL CONDUITS, PIPING, STEEL

LADDERS, HOLLOW METAL DOORS AND FRAMES, ETC.

SHALL BE SANDED, WIRE BRUSHED, CLEANED, PREPARED

AND RE-PAINTED PER THE SPECIFICATIONS. ALL EXISTING

NON PAINTED CONDUITS, PIPING, BRACKETS, ETC., SHALL

ALSO BE PREPARED AND PAINTED AS PART OF THE

PROJECT SCOPE OF WORK. REFER TO THE

SPECIFICATIONS FOR SPECIFIC PAINT PRODUCTS, NUMBER

OF COATS AND COLOR SELECTION. EXISTING UNPAINTED

GALVANIZED COMPONENTS SHALL REMAIN UNPAINTED.

CONTRACTOR SHALL REMOVE AND REPLACE ALL

EXTERIOR CAULKING AND ANY DAMAGED BACKER RODS,

OR OTHER ACCESSORIES AROUND THE PERIMETER OF ALL

OF THE EXISTING WINDOW OPENINGS, LOUVERS/GRILLES,

MECHANICAL EQUIPMENT, DUCT WORK PENETRATIONS

AND EXTERIOR HOLLOW METAL DOOR FRAMES OF THE

ORIGINAL 1948 BUILDING. REFER TO THE SPECIFICATIONS.

EXISTING METAL LOUVER WITH SIGNIFICANT DAMAGE TO

BE REPLACED TO MATCH ORIGINAL DESIGN, MATERIAL AND

FINISH COLOR, INSTALL INSECT SCREEN. VERIFY ALL

DIMENSIONS IN THE FILED. REFER TO THE SPECIFICATIONS.

EXISTING STAINED AND DISCOLORED LIMESTONE WINDOW

SILLS, LIMESTONE BELT COURSES, AND ALL OTHER

LIMESTONE DECORATIVE BUILDING COMPONENTS SHALL

BE THOROUGHLY CLEANED WITH SPECIFIED FUNGICIDE

CLEANER AS PER THE SPECIFICATIONS. ALL AREAS OF THE

BUILDING INCLUDING ALL NEW ADDITIONS TO THE

ORIGINAL 1948 PORTIONS OF THE BUILDING SHALL

REQUIRE CLEANING AND APPLICATION OF FUNGICIDE AS

PART OF THE PROJECT SCOPE OF WORK. CONTRACTOR

SHALL APPLY RAIN REPELLENT PRODUCT TO ALL EXISTING

LIMESTONE COMPONENTS AS PART OF THE SCOPE OF

WORK, REFER TO THE SPECIFICATIONS.

ALL EXISTING LIMESTONE PARAPET COPING CAPS SHALL

BE REMOVED AND REPLACED WITH NEW PREFINISHED

CUSTOM PROFILE METAL COPING WITH CUSTOM COLOR

SELECTION TO MATCH EXISTING LIMESTONE. REFER TO

THE ARCHITECTURAL DETAILS AND THE SPECIFICATIONS.

CONTRACTOR SHALL PROTECT ALL EXPOSED PARAPET

WALLS FROM WATER INTRUSION DURING THIS ALTERATION

AND THROUGHOUT THE CONSTRUCTION

PHASE.CONTRACTOR SHALL PROVIDE EXPANSION JOINT IN

NEW METAL COPING SYSTEM TO CORRESPOND WITH THE

FINAL LOCATION OF THE NEW CUT BUILDING EXPANSION

JOINTS IN THE EXISTING MASONRY PARAPET WALLS

BELOW.

AREAS OF DAMAGED EXISTING FACE BRICK AND SPECIFIC

BRICK UNITS DAMAGED BY CURRENT AND PREVIOUS

ATTACHMENT/PENETRATION OF VARIOUS CONDUITS,

BOXES, ELECTRICAL COMPONENTS, PIPING, AND WIRING.

ALL UNUSED ANCHORS, BRACKETS, NAILS, ETC. SHALL BE

REMOVED AND ALL HOLES, CRACKS, SPALLED AND

DAMAGE BRICKS SHALL BE REPAIRED, FILLED, "REFACED"

AND STAINED (MINERAL COATING) TO MATCH EXISTING

BRICK UNITS IN TEXTURE, COLOR, SIZE AND APPEARANCE.

CONTRACTOR SHALL RE-POINT ANY DAMAGED MORTAR AT

THESE AREAS IN ENTIRETY TO MATCH EXISTING COLOR.

THE CONTRACTOR SHALL REFER TO THE MAINTENANCE OF

MASONRY SPECIFICATIONS FOR RESTORATION, REFACING

AND STAINING SPECIFICATIONS AND GUIDELINES.

CONTRACTOR SHALL PROVIDE "MOCK UP" OF COLOR

MATCHING COATING FOR REVIEW AND APPROVAL OF THE

A/E AND OWNER AS PART OF THE PROJECT SCOPE OF

WORK.

EXISTING CONCRETE CANOPY OBSERVED TO BE STAINED

AND EXHIBITING SIGNS OF MOISTURE DAMAGE FROM RAIN

WATER RUNOFF. ALL EXPOSED CONCRETE AREAS OF

CANOPY SHALL BE CLEANED AND PAINTED PER THE

SPECIFICATIONS. EXISTING METAL CANOPY COMPONENTS

SHALL BE CLEANED AND DAMAGED/BENT PORTIONS OF

THE METAL FASCIA COMPONENTS SHALL BE REPAIRED AT

THIS AREA TO MATCH EXISTING.

EXISTING METAL "EYEBROW" FLASHING ABOVE WINDOW

OPENINGS. CONTRACTOR SHALL CLEAN DISCOLORED OR

STAINED FLASHING AND REMOVE EXISTING CAULKING

AND/OR MORTAR JOINT ABOVE METAL "EYEBROW"

FLASHING AND REINSTALL NEW HYDRATED LIME MORTAR.

REFER TO THE SPECS. MORTAR COLOR TO MATCH

EXISTING MORTAR COLOR. REFER TO THE ARCHITECT'S

ENLARGED SECTION/DETAIL OF THIS METAL "EYEBROW"

FLASHING OVER THE EXISTING WINDOWS. CONTRACTOR

SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED

OR MISSING PORTIONS OF THE EXISTING METAL

"EYEBROW" FLASHINGS TO MATCH EXISTING IN DESIGN,

DIMENSIONS, GAUGE OF METAL, PROFILE, ETC.

THE FIRST THREE BRICK COURSES AND ASSOCIATED

MORTAR JOINTS ABOVE THE EXISTING BRICK RELIEVING

ANGLE AND METAL "EYEBROW" FLASHING ARE HEAVILY

STAINED AND DISCOLORED AND SHALL BE CLEANED PER

THE TYPICAL BRICK CLEANING SCOPE IN THE

SPECIFICATIONS. THE CONTRACTOR SHALL ALSO

COMPLETELY RAKE THE EXISTING MORTAR OUT OF THE

FIRST THREE HORIZONTAL MORTAR JOINTS AND FIRST

TWO VERTICAL MORTAR JOINTS DIRECTLY ABOVE

RELIEVING ANGLES AT THE EYEBROW FLASHING AROUND

THE ENTIRE PERIMETER OF THE ORIGINAL BUILDING AT

EACH LEVEL. CONTRACTOR SHALL EXPOSE THE EDGE OF

THE EXISTING STEEL LINTEL ANGLE AND REMOVE ALL

EXISTING RUST/SCALE FROM THE EXPOSED STEEL. THE

EXPOSED EDGE OF THE ANGLE SHALL BE TREATED WITH A

MIGRATING ANTI-RUST TREATMENT AND COATED WITH A

RUST-INHIBITIVE PRIMER. NEW REPLACEMENT "SPECIAL

JOINT" HYDRATED LIME MORTAR SHALL BE INSTALLED IN

THESE JOINTS. REFER TO THE ENLARGED ELEVATION,

ARCHITECTURAL DETAILS, AND THE SPECIFICATIONS.

EXISTING PREVIOUSLY PAINTED METAL HANDRAILS AND

GUARDRAILS SHALL BE CLEANED, SANDED, PREPARED AND

RE-PAINTED. REFER TO THE SPECIFICATIONS.

DAMAGED BRICK AT THE GROUND FLOOR CORNERS AT

VARIOUS HIGH TRAFFIC ENTRY AREAS. CONTRACTOR

SHALL PATCH ALL DAMAGED BRICK AND MORTAR JOINTS IN

THESE LOCATIONS AND INSTALL NEW STAINLESS STEEL

CORNER GUARDS AT THE LOCATIONS INDICATED ON THE

EXTERIOR ELEVATIONS, IN ACCORDANCE WITH THE

DETAILS AND SPECIFICATIONS. REFER TO THE GUIDELINES

ON REPLACEMENT BRICKS.

LOOSE, DAMAGED, MISSING OR “BULGING” HORIZONTAL

MORTAR JOINTS AT TYPICAL SOLID MASONRY SECTION OF

EXTERIOR WALLS. THE CONTRACTOR SHALL REPLACE THE

MORTAR OR CAULK IN THESE JOINTS PER THE

SPECIFICATIONS. REFER TO KEYED NOTE NO. 10 FOR

DIRECTION FOR REPLACEMENT OF MASONRY JOINTS AT

STEEL RELIEVING ANGLES AND ABOVE METAL "EYEBROW"

FLASHING.

DAMAGE TO FACE BRICK AND ADJACENT MORTAR JOINTS

OBSERVED WHERE PREVIOUS IMPROPER REPAIR WORK

OR RE-POINTING WORK HAD TAKEN PLACE. DAMAGED

BRICKS SHALL BE REPAIRED, FILLED, “REFACED” AND

STAINED (MINERAL COATING) TO MATCH EXISTING BRICK

UNITS IN TEXTURE, COLOR, SIZE AND APPEARANCE.

CONTRACTOR SHALL REMOVE DAMAGED MORTAR JOINTS

AND RE-POINT ANY DAMAGE MORTAR JOINTS AT THESE

AREAS IN ENTIRETY TO MATCH EXISTING COLOR. REFER

TO THE GUIDELINES AND TECHNICAL SPECIFICATIONS FOR

"REFACING" DAMAGED BRICKS AND RE-POINTING MORTAR

JOINTS. CONTRACTOR SHALL PROVIDE "MOCK-UP" OF

COLOR MATCHING COATING AND MORTAR FOR REVIEW

AND APPROVAL OF THE A/E AND OWNER AS PART OF THE

PROJECT SCOPE OF WORK.

MISSING/DAMAGED MORTAR OR INCORRECTLY

COLORED/DAMAGED MORTAR AT PREVIOUS REPAIR AREA.

CONTRACTOR SHALL COMPLETELY REMOVE INCORRECTLY

COLORED MORTAR AND REINSTALL NEW CUSTOM

"STANDARD JOINT" RESTORATION MORTAR PER THE

SPECIFICATIONS AND REPLACEMENT MORTAR GUIDELINES.

CONTRACTOR SHALL PROVIDE "MOCK UP" OF COLOR

MATCHING MORTAR FOR REVIEW AND APPROVAL OF THE

A/E AND OWNER AS PART OF THE PROJECT SCOPE OF

WORK.

EXISTING BUILDING EXPANSION JOINT ASSEMBLY AND

EXPANSION JOINT COVER TO BE REMOVED IN ENTIRETY.

THE PROJECT SCOPE OF WORK SHALL INCLUDE THE

COMPLETED REMOVAL AND REPLACEMENT OF EXISTING

EXPANSION JOINT ASSEMBLY/MATERIAL TO MATCH

EXISTING, INCLUDING INSTALLATION OF NEW PRE-FINISH

METAL COVER. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS. REFER TO THE DETAILS AND

SPECIFICATIONS.

DECORATIVE (HISTORIC) BRONZE HANDRAILS AND

GUARDRAILS ARE DIRTY AND TARNISHED. PRIOR TO FINAL

ACCEPTANCE, THE CONTRACTOR SHALL CLEAN AND

RE-POLISH THE BRONZE HANDRAILS WITHOUT CAUSING

ANY DAMAGE TO THE HANDRAILS/GUARDRAILS OR ANY

OTHER SURROUNDING BUILDING COMPONENTS.

ALL EXISTING EXPOSED STEEL LINTELS ABOVE EXTERIOR

OPENINGS OBSERVED TO EXHIBIT PEELING PAINT (IF

PAINTED AT ALL) AND SURFACE CORROSION. THE

CONTRACTOR SHALL CLEAN AND REMOVE EXISTING PAINT,

SURFACE RUST AND SCALE, APPLY ANTI-RUST TREATMENT

AND RUST INHIBITIVE PRIMER. CONTRACTOR SHALL

PREPARE AND PAINT THE EXPOSED PORTIONS OF ALL

EXPOSED STEEL LINTELS.

AT THE LIMESTONE SILLS AND LIMESTONE SILL "BAND" AT

THE PERIMETER OF THE BUILDING, THE CONTRACTOR

SHALL COMPLETELY RAKE OUT ALL OF THE VERTICAL

MORTAR JOINTS AT THE LIMESTONE SILLS AND

CONTINUOUS LIMESTONE BANDS AND REPLACE THESE

MORTAR JOINTS WITH NEW MORTAR PER THE

SPECIFICATIONS. EXISTING JOINTS SHALL BE

CONSTRUCTED AS "EXPANSION JOINTS" WITH REMOVAL OF

EXISTING MORTAR AND THE INSTALLATION OF FLEXIBLE

SEALANT AT EXISTING VERTICAL JOINTS AT 10'-0" O.C.(OR

TO NEAREST ADJACENT JOINT OF 10'-0" O.C) INTERVALS.

AT ALL OF THE EXISTING METAL LOUVERED BRICK VENTS

AT 8TH FLOOR INTERSTITIAL SPACE, CONTRACTOR SHALL

REMOVE AND REPLACE ALL EXISTING CAULKING AROUND

THE TOP AND SIDE PERIMETER OF THE VENT. INSTALL NEW

BACKER ROD AS NEEDED TO ENSURE THE PERIMETER OF

THESE VENTS ARE PROPERLY SEALED.

VERTICAL AND DIAGONAL CRACKS WITH DAMAGED BRICK

AND MORTAR JOINTS AT THE CORNER AREAS OF THE

BUILDING FACADE SHALL HAVE ALL EXISTING MORTAR OR

SEALANT REMOVED IN ENTIRETY AND THE EXISTING

MORTAR JOINTS AND BRICK/MASONRY CRACKS REPLACED

WITH NEW CUSTOM COLOR "SOFT JOINTS" ONE-PART

POLYURETHANE, ELASTOMERIC SEALANT/ADHESIVE

JOINTS. REFER TO THE SPECIFICATIONS. NEW "SOFT

JOINTS" TO BE COLOR MATCHED TO MORTAR JOINTS AND

BRICK UNITS DEPENDING ON SPECIFIC LOCATION.

CONTRACTOR SHALL PROVIDE "MOCK UP" OF COLOR

MATCHING FOR REVIEW AND APPROVAL OF THE A/E AND

OWNER AS PART OF THE PROJECT SCOPE OF WORK.

EXISTING STAINED EIFS PLASTER CLADDING WITH SMALL

CHIPS AND DAMAGE TO WALL SURFACE SHALL BE

THOROUGHLY CLEANED AND DAMAGED AREAS SHALL BE

PATCHED TO MATCH EXISTING. ENTIRE EIFS WALL AREA

SHALL BE PREPARED AND REPAINTED IN ENTIRETY.

LOCALIZED AREAS OF "SPALLED" BRICK AND ALL

INDIVIDUAL "SPALLED" BRICK UNITS SHALL BE

REPAIRED, FILLED, “REFACED” AND STAINED (MINERAL

COATING) TO MATCH EXISTING BRICK UNITS IN TEXTURE,

COLOR, SIZE AND APPEARANCE. CONTRACTOR SHALL

RE-POINT ANY DAMAGED MORTAR AT THESE AREAS IN

ENTIRETY TO MATCH EXISTING COLOR. CONTRACTOR

SHALL PROVIDE "MOCK UP" OF COLOR MATCHING COATING

FOR REVIEW AND APPROVAL OF THE A/E AND OWNER AS

PART OF THE PROJECT SCOPE OF WORK.

AREAS OF HEAVY ACCUMULATIONS OF BIRD DROPPINGS

ON THE LIMESTONE SILLS, BRICK FAÇADE AND CANOPY

STRUCTURES SHALL BE THOROUGHLY CLEANED AND

REMOVED IN ACCORDANCE WITH THE SPECIFICATIONS.

EXISTING WEEP HOLES AT SOME AREAS OF THE VARIOUS

NEWER VA ADDITIONS, AT THE GROUND FLOOR AREAS AND

ABOVE WINDOW OPENINGS, RELIEVING ANGLES, ETC.,

SHALL REMAIN, BE PROTECTED AND SHALL NOT BE

ALTERED OR REMOVED/REPLACED. CONTRACTOR SHALL

ENSURE THAT ALL EXISTING WEEPS ARE FREE AND CLEAR

OF DEBRIS AS PART OF THE SCOPE OF WORK.

ALL LOOSE AND “BULGING” FACE BRICKS AT THE BUILDING

FACADE THAT ARE NOT DAMAGED SHALL BE RE-POINTED

AND SECURED FLUSH WITH THE FACE OF THE

SURROUNDING BRICK. ALL DAMAGED LOOSE

OR “BULGING” FACE BRICKS SHALL BE REPLACED WITH

NEW REPLACEMENT BRICK (AND MORTAR) TO MATCH

EXISTING BRICK UNITS IN TEXTURE, COLOR, SIZE AND

APPEARANCE FLUSH WITH THE FACE OF THE

SURROUNDING BRICK.

ALL EXISTING WINDOWS, GLAZING AND GLAZED OPENINGS

SHALL BE PROPERLY COVERED AND PROTECTED DURING

THE MASONRY CLEANING PROCESS AND WATER

REPELLENT INSTALLATION. APPLY LIQUID MASKING AGENT

TO GLASS AND SELF-ADHERING MEMBRANE TO METAL AND

OTHER WINDOW SURFACES. ALL EXISTING WINDOWS

SHALL BE THOROUGHLY CLEANED AND ALL STAINS,

ORGANIC GROWTH AND DISCOLORATION REMOVED. PRIOR

TO FINAL ACCEPTANCE, ALL EXISTING METAL WINDOW

FRAMES, GLAZING AND TRIM SHALL BE PROFESSIONALLY

CLEANED AGAIN AT THE CONCLUSION OF THE

CONSTRUCTION PHASE.

DAMAGED OR MISSING MORTAR/CAULK JOINTS OBSERVED

ABOVE EXISTING METAL "EYEBROW" FLASHING, SHALL BE

REPLACED WITH NEW "SPECIAL JOINT" HYDRATED LIME

MORTAR AT THESE JOINTS. REFER TO KEYED NOTE NO. 10,

THE ENLARGED ELEVATION, ARCHITECTURAL DETAILS, AND

THE SPECIFICATIONS.

ALL DAMAGED, CRACKED OR CRUMBLING BRICK SHALL BE

REPAIRED, FILLED, “REFACED” AND STAINED TO MATCH

EXISTING BRICK UNITS IN TEXTURE, COLOR, SIZE AND

APPEARANCE. CONTRACTOR SHALL RE-POINT ANY

DAMAGED MORTAR AT THESE AREAS IN ENTIRETY TO

MATCH EXISTING COLOR.

ALL DAMAGED OR MISSING MORTAR JOINTS IN THE

DECORATIVE POLISHED GRANITE LOCATED AT THE MAIN

ENTRY AREA, SHALL BE REPLACED WITH NEW

RESTORATION MORTAR TO MATCH EXISTING MATERIAL

AND COLOR, REFER TO THE SPECIFICATIONS.

THE OPEN VOID AT THE BASE OF THE BRICK VENEER AT

THE CONCRETE SLAB OF THE MAIN ENTRY AREA SHALL BE

FILLED AND THE DAMAGED BRICK AND MORTAR AT THIS

AREA SHALL BE REPLACED WITH NEW REPLACEMENT

BRICK (AND MORTAR) TO MATCH EXISTING BRICK UNITS IN

TEXTURE, COLOR, SIZE AND APPEARANCE. CONCRETE

SLAB SHALL BE PATCHED AT THIS AREA. REFER TO CIVIL

DOCUMENTS FOR OTHER RELATED WORK AT THIS AREA.

AREAS WERE OBSERVED WHERE LATER BUILDING

ADDITION BRICKWORK DID NOT MATCH THE ORIGINAL 1948

BUILDING BRICK COLOR BLEND. THIS NEW BRICKWORK

ABUTS OR IS TOOTHED INTO THE ORIGINAL BRICK AND

CREATES A COLOR CONTRAST. APPLICATION OF THE

SPECIFIED MINERAL COATING AT THESE AREAS WILL BE

REQUIRED AS PART OF THE PROJECT SCOPE OF WORK TO

BLEND IN THE DIFFERING BRICK FACE

COLORS.CONTRACTOR SHALL PROVIDE "MOCK UP" OF

COLOR MATCHING FOR REVIEW AND APPROVAL OF THE A/E

AND OWNER AS PART OF THE PROJECT SCOPE OF WORK.

PLYWOOD COVERING SHALL BE REMOVED AND THE

OPENING IN THE EXTERIOR WALL SHALL BE PATCHED AND

REPAIRED TO MATCH EXISTING. NEW REPLACEMENT

BRICK (AND MORTAR) SHALL BE INSTALLED AND “TOOTHED

IN” TO MATCH EXISTING SURROUNDING FACE BRICK IN

TEXTURE, COLOR, SIZE AND APPEARANCE.

AREAS OF PREVIOUS REPAIR/REPLACEMENT OF EXISTING

BRICK OBSERVED TO HAVE INCORPORATED

NON-MATCHING, INCORRECTLY COLORED BRICK AND

MORTAR. EXISTING NON-MATCHING BRICK AT THIS AREA

SHALL BE STAINED (MINERAL COATING) TO MATCH

EXISTING BRICK UNITS IN COLOR AND APPEARANCE.

CONTRACTOR SHALL REMOVE DAMAGED MORTAR JOINTS

AND RE-POINT ANY DAMAGED MORTAR JOINTS AT THESE

AREAS IN ENTIRETY TO MATCH EXISTING COLOR. REFER

TO THE GUIDELINES AND TECHNICAL SPECIFICATIONS FOR

RE-POINTING "STANDARD" MORTAR JOINTS. CONTRACTOR

SHALL PROVIDE "MOCK UP" OF COLOR MATCHING COATING

AND MORTAR FOR REVIEW AND APPROVAL OF THE A/E AND

OWNER AS PART OF THE PROJECT SCOPE OF WORK.

EXISTING ORIGINAL COPPER DOWNSPOUTS (CONDUCTOR)

TO BE CLEANED AND STABILIZED IN PLACE. CONTRACTOR

SHALL REATTACH ALL LOOSE OR UNATTACHED COPPER

BRACKETS (CONDUCTOR BANDS) AT THESE DOWNSPOUTS

TO THE MASONRY WALL WITH MASONRY NAILS OR LEAD

EXPANSION SHIELDS. IF COPPER BRACKETS (CONDUCTOR

BANDS) ARE MISSING, THE CONTRACTOR SHALL PROVIDE

AND INSTALL NEW COPPER BRACKETS (CONDUCTOR

BANDS) TO MATCH EXISTING.

EXISTING STEEL BRACKET ATTACHED TO THE FACE BRICK

AT THE COOLING TOWER. THE STAINING/DAMAGE TO THE

SURROUNDING BRICK AT THIS AREA SHALL BE CLEANED

AND THE DAMAGED BRICK PATCHED, REPAIRED AND THE

EXISTING MORTAR JOINTS RE-POINTED. EXISTING STEEL

BRACKET SHALL BE CLEANED, WIRE BRUSHED, PREPARED

AND REPAINTED.

CONTRACTOR SHALL INSTALL NEW PRE-FINISHED

GUTTERS AND DOWNSPOUTS AT THIS SHED ROOF

LOCATION. NEW DOWNSPOUTS SHALL BE CONNECTED TO

NEW CAST IRON DOWNSPOUT BOOTS (PAINTED) AND

SHALL BE TIED INTO NEW SUB-SURFACE DRAINAGE AT THIS

AREA. REFER TO THE EXTERIOR ELEVATIONS, DETAILS,

SPECIFICATIONS AND CIVIL DOCUMENTS.

SECTION OF MISSING OR BENT/DAMAGED METAL

"EYEBROW" FLASHING SHALL BE REPLACED TO MATCH

EXISTING. REFER TO THE ARCHITECT'S ENLARGED

SECTION/DETAIL OF THIS METAL "EYEBROW" FLASHING

OVER THE EXISTING WINDOWS. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ANY DAMAGED OR MISSING

PORTIONS OF THE EXISTING METAL "EYEBROW" FLASHING

TO MATCH EXISTING IN DESIGN, DIMENSIONS, GAUGE OF

METAL, PROFILE, ETC. CONTRACTOR SHALL PROVIDE FULL

SIZE SHOP DRAWINGS OF REPLACEMENT "EYEBROW"

FLASHING FOR REVIEW BY THE ARCHITECT AND OWNER.

CONTRACTOR SHALL CAREFULLY REMOVE AND REINSTALL

EXISTING BRICKS TO MATCH EXISTING AT THIS AREA IN

ORDER TO COMPLETE THE INSTALLATION OF THE

REPLACEMENT METAL "EYEBROW" FLASHING.

THE CONCRETE PORTIONS OF THIS CANOPY SHALL BE

THOROUGHLY CLEANED AND THE LOOSE/BROKEN

CONCRETE REMOVED. SURFACE RUST AND SCALE SHALL

BE REMOVED FROM THE EXPOSED PORTIONS OF METAL

REINFORCEMENT AT THE DAMAGED AREAS AND THE

EXPOSED PORTIONS OF THE REINFORCING STEEL SHALL

RECEIVE AN ANTI-RUST TREATMENT AND BE COATED WITH

A RUST INHIBITIVE PRIMER. THE DAMAGED CONCRETE

AREAS PATCHED WITH NON SHRINK GROUT AND ALL

EXPOSED CONCRETE COMPONENTS SHALL BE PAINTED

PER THE SPECIFICATIONS. THE EXPOSED METAL TRIM AT

THIS CANOPY LOCATION WILL BE THOROUGHLY CLEANED

AND THE EXISTING METAL FLASHING REPAIRED AT THIS

AREA AS NECESSARY AS PART OF THE SCOPE OF WORK.

REPAIR/REPLACEMENT OF THE ROOFING SYSTEM ON THIS

CANOPY IS NOT PART OF THE PROJECT SCOPE OF WORK.

HOWEVER, THE SCOPE OF WORK WILL INCLUDE THE

REMOVAL OF ANY EXISTING DEBRIS FROM THE CANOPY

ROOF AREA AS WELL AS THE CLEARING OF ALL EXISTING

CANOPY ROOF DRAINS TO ENSURE PROPER DRAINAGE.

EXISTING CEMENT PLASTER WALLS AT COOLING TOWER.

ANY DAMAGED, LOOSE OR MISSING PLASTER AT THE

COOLING TOWER AREA WALLS SHALL BE

PATCHED/REPAIRED TO MATCH EXISTING IN THICKNESS.

ALL CEMENT PLASTER AREAS AT THE COOLING TOWER

SHALL BE RE-COATED IN ENTIRETY AND PAINTED WITH

ELASTOMERIC PAINT PER THE SPECIFICATIONS. ALL

EXISTING PENETRATIONS THROUGH THE EXTERIOR WALLS

FOR EXISTING EQUIPMENT, PIPING, CONDUITS, ETC. AT

THIS AREA, SHALL BE FILLED, CLOSED AND RE-CAULKED.

EXISTING BRICK AT THE COOLING TOWER AREA WAS

OBSERVED TO HAVE PAINT/COATING STAINS WHICH

APPEAR TO BE THE RESULT OF RECENT ROOF WORK AT

THESE AREAS. THESE STAINS SHALL BE CLEANED AND

REMOVED FROM THE FACE BRICK AND MORTAR, REFER TO

KEYED NOTE NO.1.

EXISTING BRICK AT THE COOLING TOWER AREA WAS

OBSERVED TO HAVE EXCESS ACCUMULATIONS OF

SEALANT FROM THE ROOF SYSTEM AND ASSOCIATED

FLASHING. THIS EXCESS SEALANT SHALL BE CLEANED AND

REMOVED FROM THE FACE BRICK AND MORTAR.

A BLACK MASTIC LIKE SEALANT MATERIAL WAS OBSERVED

ON THE FACE OF THE BRICK AND MORTAR NEAR THE BASE

COURSE OF THE EXTERIOR WALL AT VARIOUS AREAS. THIS

BLACK MASTIC/SEALANT MATERIAL SHALL BE CLEANED

AND REMOVED FROM THE FACE BRICK AND MORTAR AT

ALL AREAS WHERE THIS OCCURS AT THE GROUND FLOOR.

BRACKETS AND BRAIDED COPPER CABLE FOR THE

EXISTING LIGHTNING PROTECTION SYSTEM ATTACHED

DIRECTLY TO THE BRICK MASONRY WALLS AND LIMESTONE

PARAPET CAPS. THE EXISTING LIGHTNING PROTECTION

SYSTEM SHALL BE DISCONNECTED AND REPLACED WITH A

NEW SYSTEM FOLLOWING THE INSTALLATION OF NEW

METAL COPING CAPS AND COMPLETION OF THE MASONRY

SCOPE OF WORK. REFER TO THE SECTIONS/DETAILS OF

THE NEW METAL COPING AT THE PARAPET CAPS. REFER

TO THE CONSTRUCTION DOCUMENTS AND THE

SPECIFICATIONS FOR THE FULL SCOPE OF WORK FOR THE

NEW LIGHTNING PROTECTION SYSTEM TO BE INSTALLED

AS PART OF THIS PROJECT. IF PERMITTED BY CODE,

EXISTING LIGHTNING PROTECTION AIR TERMINALS MAY BE

REUSED, IN CONJUNCTION WITH THE NEW AIR TERMINALS.

CONTRACTOR SHALL ENSURE THE NEW LIGHTNING

PROTECTION SYSTEM, COMPONENTS AND PORTIONS OF

EXISTING SYSTEM TO BE RE-USED, ARE IN COMPLIANCE

WITH UL 96, UL 96A AND NFPA 780.

EXISTING LEAD JOINT AT LIMESTONE PARAPET CAP.

EXISTING LIMESTONE PARAPET CAP TO BE REMOVED AND

TURNED OVER TO THE VA. LIMESTONE PARAPET CAP

SHALL BE REPLACED WITH NEW PREFINISHED METAL

COPING. REFER TO THE ARCHITECTURAL DETAILS AND THE

SPECIFICATIONS. REFER TO KEYED NOTE NO. 6.

EXCESS LEAVES AND DEBRIS SHALL BE REMOVED FROM

THE CANOPY ROOF AT NORTHEAST ADDITION, NORTH

CANOPY ROOF AND ALL OTHER CANOPY ROOFS. THE

CONTRACTOR SHALL CLEAN ALL EXISTING CANOPY ROOF

DRAINS TO ENSURE PROPER DRAINAGE.

EXISTING COPPER FLASHING. COPPER FLASHINGS AT

BASE OF WALL SHALL REMAIN AND NOT BE DAMAGED. THE

SCOPE OF THIS PROJECT DOES NOT INCLUDE REPAIRS OR

ALTERATIONS TO EXISTING ROOFS OR ROOF FLASHINGS

AND INSPECTION OF THE EXISTING ROOFING SYSTEM HAS

NOT BEEN CONDUCTED BY THE DESIGN TEAM.

CONTRACTOR TO TAKE CARE TO PROTECT ALL EXISTING

ROOF AREAS AND ROOF SYSTEMS DURING THIS PROJECT.

EXISTING DAMAGED BRICK SCREEN WALL AND

ASSOCIATED SLAB/FOUNDATIONS AT MECHANICAL AREA

TO BE DEMOLISHED AND RECONSTRUCTED. REFER TO

STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS.

EXCESS SEALANT WHERE THE PARAPET AND LIMESTONE

PARAPET CAP INTERSECTED THE ADJACENT BRICK WALL.

CONTRACTOR SHALL REMOVE ALL EXISTING CAULKING AT

THIS JUNCTURE AND INSTALL NEW BACKER ROD AND

SEALANT AT THESE JUNCTURES.

EXISTING DAMAGED BUILDING EXPANSION JOINT/CAULK

JOINT TO BE REMOVED IN ENTIRETY INCLUDING MATERIAL

PRESENT ON ADJACENT BRICK AND MORTAR AND SHALL

BE REPLACED WITH NEW CUSTOM COLOR "SOFT JOINT"

ONE-PART POLYURETHANE, ELASTOMERIC

SEALANT/ADHESIVE JOINTS THE FULL HEIGHT OF THE

JOINTS. REFER TO THE SPECIFICATIONS. NEW "SOFT"

JOINTS AT THESE LOCATIONS TO BE COLOR MATCHED TO

THE ADJACENT MORTAR JOINTS NEARBY. CONTRACTOR

SHALL PROVIDE "MOCK UP" OF COLOR MATCHING FOR

REVIEW AND APPROVAL OF THE A/E AND OWNER AS PART

OF THE PROJECT SCOPE OF WORK.

DAMAGED EXISTING METAL LOUVERS IN SCREEN WALL AT

FORMER COOLING TOWER. ALL EXISTING METAL LOUVERS

IN THIS AREA ARE TO REMOVED AND REPLACED WITH NEW

METAL LOUVERS TO MATCH EXISTING AND EXISTING

MATERIAL. REFER TO EXISTING CONDITIONS AND THE

SPECIFICATIONS.

CONTRACTOR SHALL APPLY TWO (2) COATS OF

BREATHABLE SILOXANE PRE-DILUTED RAIN REPELLANT

PRODUCT OVER ENTIRETY OF ALL EXTERIOR FACE BRICK

(INCLUDING ALL MASONRY SURFACES OF THE PARAPETS)

AND LIMESTONE COMPONENTS OF THE ORIGINAL 1948

PORTIONS OF THE BUILDING IN ACCORDANCE WITH THE

SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR FULL

PROTECTION OF ALL EXISTING WINDOW GLAZING, FRAMES

AND ASSOCIATED COMPONENTS IN ACCORDANCE WITH

THE RAIN REPELLANT MANUFACTURER'S REQUIREMENTS

TO ENSURE ALL EXISTING BUILDING PAINTED/PRE-FINISHED

COMPONENTS, AND WINDOWS ARE NOT DAMAGED DURING

APPLICATION OF THIS PRODUCT.

ALL EXISTING EXTERIOR WALL MOUNTED EQUIPMENT,

SPEAKERS, LIGHT FIXTURES AND SECURITY CAMERAS,

ETC. SHALL BE COVERED AND PROTECTED DURING ALL

CLEANING REPAIR AND CONSTRUCTION WORK, WHETHER

INDICATED ON THE DRAWINGS OR NOT. ANY EQUIPMENT

DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED

BY THE CONTRACTOR AT NO COST TO THE OWNER.

EXISTING COPPER COPING AT PARAPET AREA TO REMAIN

AND BE PROTECTED. DAMAGED AREAS OF EXISTING

EXPOSED COPPER COPING/FLASHING TO BE REPAIRED TO

MATCH EXISTING.

ALL EXISTING LIMESTONE PARAPET COPING CAPS AT THE

CENTER CORE ROOF AREAS WHERE EXISTING COPPER

COPING/FLASHING EXISTS BELOW THE LIMESTONE COPING,

SHALL BE REMOVED AND REPLACED WITH NEW

PREFINISHED CUSTOM PROFILE METAL COPING WITH

CUSTOM COLOR SELECTION TO MATCH EXISTING

LIMESTONE. THE EXISTING COPPER COMPONENTS BELOW

THE LIMESTONE SHALL REMAIN AND BE PROTECTED AND

THE EXISTING ROOFING SYSTEM INCLUDING ASSOCIATED

FLASHING AT THESES AREAS SHALL REMAIN AND BE

PROTECTED. REFER TO THE ARCHITECTURAL DETAILS AND

THE SPECIFICATIONS. CONTRACTOR SHALL PROTECT ALL

EXPOSED PARAPET WALLS FROM WATER INTRUSION

DURING THIS ALTERATION AND THROUGHOUT THE

CONSTRUCTION PHASE.

EXISTING BUILDING EXPANSION JOINT ASSEMBLY TO

REMAIN AND BE PROTECTED DURING CONSTRUCTION.

CONTRACTOR SHALL PROTECT EXISTING EXPANSION

JOINT EXPOSED COMPONENTS DURING ALL MASONRY

CLEANING REPAIR/REPLACEMENT AND COATING WORK.

ANY DAMAGE TO THESE EXISTING EXPANSION JOINT

ASSEMBLIES DURING CONSTRUCTION SHALL REQUIRE

REPLACEMENT OF THESE JOINT ASSEMBLIES IN ENTIRETY

BY THE CONTRACTOR.

CONTRACTOR SHALL THOROUGHLY CLEAN UNDERSIDE OF

CANTILEVERED CONCRETE AWNINGS AND THE METAL

FASCIA IN ENTIRETY.

ALL EXISTING AREAS OF MORTAR ACCUMULATION ON THE

EXISTING FACE BRICK SHALL BE CLEANED AND REMOVED

IN ENTIRETY.

CONTRACTOR SHALL REMOVE EXISTING MASONRY

LOUVER OPENING SILL AND INSTALL NEW PRE-FINISHED

LOUVER SILL TO MATCH NEW PRE-FINISHED LOUVER.

REFER TO THE LOUVER OPENING DETAILS.

EXISTING JOINT MATERIAL AT THE INTERIOR CORNERS AND

CONNECTIONS OF THE ELEVATOR TOWER CONNECTION TO

THE ORIGINAL 1948 CENTER CORE PORTION OF THE

BUILDING SHALL HAVE ALL EXISTING JOINT MATERIAL,

MORTAR OR SEALANT REMOVED IN ENTIRETY, THE FULL

HEIGHT OF THE JOINT ON ALL SIDES OF THE ELEVATOR

TOWER, WHETHER INDICATED ON THE DRAWINGS OR NOT.

THE EXISTING VERTICAL JOINTS AT THE INTERIOR

CORNERS AND CONNECTIONS OF THE ELEVATOR TOWER

CONNECTION TO THE CENTER CORE OF THE BUILDING

SHALL BE REPLACED WITH NEW CUSTOM COLOR "SOFT

JOINT" ONE-PART POLYURETHANE, ELASTOMERIC

SEALANT/ADHESIVE JOINTS THE FULL HEIGHT OF THE

JOINTS. REFER TO THE SPECIFICATIONS. NEW "SOFT"

JOINTS AT THESE LOCATIONS TO BE COLOR MATCHED TO

THE ADJACENT MORTAR JOINTS NEARBY. CONTRACTOR

SHALL PROVIDE "MOCK UP" OF COLOR MATCHING FOR

REVIEW AND APPROVAL OF THE A/E AND OWNER AS PART

OF THE PROJECT SCOPE OF WORK.

EXISTING JOINT MATERIAL SHALL BE REMOVED IN

ENTIRETY INCLUDING ALL EXISTING JOINT MATERIAL,

MORTAR OR SEALANT. THIS JOINT AREA OF THE EXISTING

PARAPET SHALL BE FILLED IN/RECONSTRUCTED WITH NEW

BRICK AN MORTAR TO MATCH EXISTING AND SHALL BE

TOOTHED IN WITH EXISTING BRICK.

EXISTING STAINLESS STEEL FLASHING AT SOUTH SIDE OF

ELEVATOR TOWER SHALL REMAIN AND BE PROTECTED.

EXISTING LIMESTONE COPING UNDER STAINLESS STEEL

FLASH SHALL REMAIN AT THIS LOCATION ONLY. NEW

PRE-FINISHED METAL COPING SYSTEM SHALL TIE INTO

EXISTING STAINLESS STEEL FLASHING AND EXISTING

LIMESTONE FLASHING AT THIS LOCATION IN ACCORDANCE

WITH THE MANUFACTURER'S REQUIREMENTS AND DETAILS.

CONTRACTOR SHALL ENSURE THAT THIS CONNECTION IS

WETHER-TIGHT AND ALL JOINTS OF THE EXISTING

STAINLESS STEEL FLASHING SHALL BE RE-SEALED. REFER

TO KEYED NOTE NO. 50.

EXISTING METAL RAILINGS AT THE PARAPET AREAS SHALL

BE TEMPORARILY REMOVED, CLEANED, PREPARED AND

RE-PAINTED AND SHALL BE REINSTALLED AS PART OF THE

INSTALLATION WORK ASSOCIATED WITH THE NEW

REPLACEMENT PRE-FINISHED METAL COPING SYSTEM.

COORDINATE REINSTALLATION AND FASTENING WITH NEW

PRE-FINISHED METAL COPING SYSTEM.

CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING THE INSTALLATION OF THE NEW

PRE-FINISHED METAL COPING SYSTEM WITH ALL EXISTING

PIPING, CONDUIT, DUCT WORK, ACCESS LADDERS, ETC.

CURRENTLY ROUTED OVER AND ATTACHED TO THE

BUILDING PARAPETS WHETHER INDICATED ON THE

DRAWINGS/PHOTO SHEETS OR NOT. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO WORK AROUND

THESE EXISTING BUILDING COMPONENTS INCLUDING THE

TEMPORARY REMOVAL AND REINSTALLATION OF THESE

COMPONENTS AS NEEDED TO COMPLETE THE

INSTALLATION OF THE NEW METAL COPING SYSTEM.

EXISTING BUILDING COMPONENTS IN THE VICINITY OF THE

PARAPETS SHALL BE PROTECTED FROM DAMAGE.

4517 37

GR101

TDM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

ZAY/CMYRevisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com

DATE: 03 SEPTEMBER 2021

FULLY SPRINKLERED

667-19-101 Architecture Yeates Mancil Architects, LLC 929 South Peters Street New Orleans, LA 70130 504-522-7218 www.yeatesarchitects.com

9/3/2021

3 11

(TYP.)

(TYP.)

(TYP.)

(TYP.)

PHOTO 16 PHOTO 17 PHOTO 18 PHOTO 19

PHOTO 11 PHOTO 12 PHOTO 13 PHOTO 14

PHOTO 7 PHOTO 8 PHOTO 9 PHOTO 10

PHOTO 1 PHOTO 2

PHOTO 6

(TYP.)

(TYP.)

EXTERIOR PHOTO SHEETS

PHOTO 3 PHOTO 4 PHOTO 5

A

East Elevation

Center Core

B

North Elevation

Center Core

C

West Elevation

Center Core

D

South Elevation

Center Core

E

East Elevation

East Wing

3 3

(TYP.

ALL

EXISTING

BRICK &

LIMESTONE)

(TYP. ALL

EXISTING BRICK

& LIMESTONE)

PHOTO 15

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

E

East Elevation

East Wing

PHOTO 20

F

South Elevation

Center Core

(TYP.)

(TYP.)

IMPORTANT NOTES:

1. LEGEND - REFER TO SHEET GR001 FOR THE KEYED PHOTO

SHEET KEYED NOTES THAT APPLY TO THE PHOTOGRAPHS

ON THIS SHEET.

2. THE INTENT OF THIS PHOTO SHEET IS TO PROVIDE A

GENERAL DOCUMENTATION OF BOTH TYPICAL AND SPECIFIC

EXISTING EXTERIOR CONDITIONS AND SCOPE OF WORK AT

THE EXISTING BUILDING. THE PHOTOS AND ITEMS NOTED DO

NOT CAPTURE OR DOCUMENT ALL EXISTING INSTANCES OR

LOCATIONS OF THE EXISTING CONDITIONS TO BE

CORRECTED AS PART OF THE PROJECT SCOPE OF WORK.

THE PHOTO SHEETS ALSO DETAIL SPECIFIC SCOPE OF WORK

AREAS AND CONDITIONS THAT ARE NOT EASILY INDICATED IN

THE EXTERIOR ELEVATION SHEETS.

3. REFER TO THE EXTERIOR ELEVATION SHEETS FOR EXACT

LOCATIONS AT THE BUILDING FACADE WHERE THESE

PHOTOGRAPHED AREAS ARE LOCATED.

4. IMPORTANT REQUIREMENT: ALL PHOTOS ON ALL PHOTO

SHEETS MUST BE PRINTED IN COLOR (NOT BLACK AND

WHITE OR GRAY TONES) FOR THE MAXIMUM CLARITY. THIS

COLOR PHOTO REQUIREMENT APPLIES TO ALL PHOTO

SHEETS ON BOTH FULL SIZE DRAWING SHEETS AND HALF

SIZE DRAWING SHEETS.