36C25622R0062 Part 2 DRWGS .pdf

A-001

GENERAL NOTES

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

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.

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 PRE-FINISHED METAL LOUVER WITH SIGNIFICANT

DAMAGE TO BE REPLACED TO MATCH ORIGINAL DESIGN

AND FINISH COLOR. VERIFY ALL DIMENSIONS IN THE FILED.

REFER TO THE SPECIFICATIONS.

ALL 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. REFER TO THE ARCHITECT'S

ENLARGED ELEVATIONS, DETAILS, AND THE SPECS.

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.,

WEATHER INDICATED ON THE DRAWINGS OR NOT. THIS

REPAIR REQUIREMENT IS TYPICAL.

PER THE TYPICAL BRICK CLEANING SCOPE OF WORK, THE

CONTRACTOR SHALL CLEAN THE FIRST THREE (3) BRICK

COURSES AND ADJACENT MORTAR JOINTS ABOVE THE

EXISTING BRICK RELIEVING ANGLES AND METAL

"EYEBROW" FLASHINGS AROUND THE ENTIRE BUILDING.

THE FIRST THREE HORIZONTAL MORTAR JOINTS ABOVE

THE ANGLE/"EYEBROW", INCLUDING THE CAULK/MORTAR

JOINT DIRECTLY ABOVE, AND THE FIRST TWO VERTICAL

MORTAR JOINTS SHALL BE COMPLETELY RAKED OUT AT

EACH LEVEL AROUND THE ENTIRE PERIMETER OF THE

ORIGINAL BUILDING PER SHEET A-302. THE 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-INHIBITED PRIMER.

INSTALL NEW REPLACEMENT "SPECIAL JOINT" HYDRATED

LIME MORTAR MATCHING THE EXISTING MORTAR COLOR IN

THE RAKED JOINTS. REFER TO THE ENLARGED

ARCHITECTURAL ELEVATIONS, DETAILS AND THE

SPECIFICATIONS. THIS NOTE AND REQUIREMENT APPLIES

TO ALL OF THESE CONDITIONS ON THE ORIGINAL 1948

BUILDING NO. 1, WHETHER SPECIFICALLY NOTED ON THESE

ELEVATIONS OR NOT.

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. WHEREVER THIS CONDITION OCCURS,

THE CONTRACTOR SHALL REPLACE THE MORTAR OR

CAULK IN THESE JOINTS PER THE SPECIFICATIONS WITH

NEW "SPECIAL JOINTS". REFER TO KEYED NOTE NO. 10 FOR

DIRECTION FOR REPLACEMENT OF "SPECIAL" 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 JOINT

ASSEMBLY AND 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 ALL LIMESTONE SILLS AND LIMESTONE SILL "BAND" AT

THE PERIMETER OF THE ORIGINAL 1948 BUILDING NO.1,

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 MASONRY/BRICK CRACKS REPLACED

WITH NEW CUSTOM COLOR "SOFT JOINT" 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 AREA SHALL BE

PATCHED TO MATCH EXISTING. ENTIRE EIFS WALL AREAS

SHALL BE PREPARED AND REPAINTED WITH ELASTOMERIC

PAINT IN ENTIRETY, REFER TO THE SPECIFICATIONS.

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 ANGLES, LINTELS AND 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.

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

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.

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. (THIS CONDITION WAS

ALSO OBSERVED AT AREAS OF THE NEWER ADDITIONS,

WHERE NEW BRICKWORK IS NOT COLOR MATCHED, SUCH

AS THE STAIR TOWER ADDITION AT THE SOUTH WING

ADDITION). 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. REFER TO THE

SPECIFICATIONS.

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

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. REFER TO CIVIL DOCUMENTS FOR

DETAILS AND ROUTING OF SUBSURFACE DRAINAGE.

TEMPORARILY INSTALLED BRICKS AND MORTAR AT THE

PROBE NO.1 LOCATION TO BE REMOVED AND REPLACED

WITH NEW REPLACEMENT BRICK (AND MORTAR) OR

RECOATED IN ACCORDANCE WITH THE SPECIFICATIONS TO

MATCH EXISTING BRICK UNITS IN TEXTURE, COLOR, SIZE

AND APPEARANCE.

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 DAMAGED BUILDING EXPANSION JOINT TO BE

REPAIRED TO MATCH EXISTING.

EXISTING DAMAGED CONCRETE AREA OF CANTILEVERED

OVERHANGS WITH METAL FASCIA ABOVE WINDOW AREA,

SHALL BE PATCHED AND REPAIRED WITH NON-SHRINK

GROUT AND PAINTED.

CONTRACTOR SHALL APPLY TWO (2) COATS OF

BREATHABLE SILOXANE PRE-DILUTED RAIN REPELLANT

PRODUCT OVER ENTIRETY OF EXTERIOR OF ALL 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.

BRACKETS AND BRAIDED COPPER CABLE FOR THE

EXISTING LIGHTNING PROTECTION SYSTEM ATTACHED

DIRECTLY TO THE BRICK MASONRY WALLS AND LIMESTONE

PARAPET CAPS (CURRENTLY NOT SHOWN ON EXTERIOR

ELEVATIONS). 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.

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.

CONTRACTOR SHALL THOROUGHLY CLEAN UNDERSIDE OF

CANTILEVERED CONCRETE AWNINGS AND THE METAL

FASCIA IN ENTIRETY.

PROPOSED LOCATION OF NEW 3

4" WIDE CUT BUILDING

EXPANSION JOINT AT THE EXISTING MASONRY PARAPET

WALLS TO BE FILLED WITH NEW "SOFT JOINT". REFER TO

THE DETAILS AND SPECIFICATIONS FOR INSTALLATION AND

LOCATION PARAMETERS AND REQUIREMENTS FOR THESE

NEW CUT BUILDING EXPANSION JOINTS. CONTRACTOR

SHALL PROVIDE 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. CONTRACTOR SHALL BE

RESPONSIBLE FOR TEMPORARILY REMOVING AND

REINSTALLING SOME BUILDING COMPONENTS, CONDUIT,

PIPING, ETC. AS NEEDED TO CUT THESE NEW BUILDING

EXPANSION JOINTS.

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

(NOTE: SOME LOCATIONS OF THESE JOINTS MAY NOT BE

SHOWN ON THESE EXTERIOR ELEVATION SHEETS). 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.

ALL EXISTING BUILDING SIGNAGE SHALL REMAIN AND BE

PROTECTED AND SHALL NOT BE DAMAGED DURING

CLEANING, REPAIR AND CONSTRUCTION WORK WHETHER

SHOWN ON THE DRAWINGS OR NOT. EXISTING

ILLUMINATED VA MEDICAL CENTER MAIN SIGN TO REMAIN

AND SHALL NOT BE DAMAGED.

EXISTING METAL COPING SYSTEM AND ASSOCIATED

FLASHING AT THE SOUTH WING ADDITION TO REMAIN AND

SHALL NOT BE DISTURBED.

BTC/TDM

KEYED ELEVATION NOTES

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

VA VETERAN'S ADMINISTRATION

NIC NOT IN CONTRACT

ABBREVIATIONS IMPORTANT NOTE(S)

ARCHITECTURAL SYMBOLS

A###

SECTION CUT REFERENCE

A###

A###

DETAIL CUT REFERENCE

ENLARGED DETAIL REFERENCE

ELEVATION KEYED NOTE CALLOUT

# KEYED NOTE CALLOUT

Elevation Height

Building Level

DATUM ELEVATION

# / A###

SECTION-ELEVATION REFERENCE

(KEYED NOTES APPLY TO SHEETS A-201, A-202, A-203 AND A-204)#

(NOT ALL KEYED NOTES MAY APPLY TO EACH SHEET)

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 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.

48189

A-101

ROOF-SITE PLAN

1 / A2011 / A201

2 / A201 2 / A201

3 / A2013 / A201

4 / A201

A

A

A

A

A

A

A

A

A

A

1 / A2031 / A203

2 / A203

3 / A203

2 / A203

3 / A203

A

A

A

A

A

A

A

A

A

A

N

S

EW

Project North

4 / A201

A

A

7 / GR109

2 / GR109

6 / GR109

1 / GR109

20 / GR109

4 / GR110

5 / GR110

1 / GR110

16 / GR109

19 / GR109

West Wing O.R. Addition

(Level 4 Roof)

West Wing "Bump"

(Level 4 Roof)

West Wing

(Level 9 Roof)

West Wing

O.R. Addition

(Level 6 Roof)

West Wing Penthouse

(Level 10 Roof)

West Wing

(Level 9 Roof)

Main Entry

(Level 2 Roof)

Center Core

(Level 13 Roof)

Center Core Nook

(Level 3 Roof)

South Wing Addition Transition

(Level 2 Roof)

South Wing Addition

(Level 3 Roof)

South Wing

Addition Stair

(Level 4 Roof)

East Wing

(Level 11 Roof)

Northeast Addition

(Level 3 Roof)

Intensive Care Entrance

@ Northeast Addition

(Level 3 Roof)

Morgue @

Northeast Addition

(Level 3 Roof)

Low Roof @

Northeast Addition

(Level 2 Roof)

Lower Roof @

Northeast Addition

(Level 1 Roof)

Low Roof @

Northeast Addition

(Level 2 Roof)

High Roof Cooling Tower

(Level 11 Roof)

North Wing Shed Roof

(Level 11 Roof)

North Wing Shed Roof

(Level 10 Roof)

North Wing Mechanical Area

(Level 1 Roof)

North Wing Loading Dock Area

(Level 2 Roof)

North Wing

Loading Dock Area

(Level 1 Roof)

Elevator Tower Addition

(Level 13 Roof)

East Wing

Stair Bump

(Level 9 Roof)

East Wing Light Well

(Basement Level)

N o r t h

W i n g

M e c h a n i c a l

E n t r y

S u b B a s e m e n t

L e v e l

Main Entry

Drop-off Canopy

Main Entry

Cantilevered

Canopy

South Wing Addition

Transition Entry Canopy

E.R. Entrance Below

(Grade Level)

Intensive Care

Entrance

Canopies

Northwest Loading Dock Area

(Level 1 Roof)

Roofing Type Legend

(Hatch Weight Indicates Roof Height Hierarchy)

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

North Wing

(Level 11 Roof)

BTC

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

BOTH TYPICAL AND SPECIFIC EXISTING EXTERIOR CONDITIONS OBSERVED AT

THE EXISTING VA BUILDING. THE ITEMS NOTED DO NOT CAPTURE OR

DOCUMENT ALL INSTANCES OR LOCATIONS OF THE EXISTING CONDITIONS

AND ISSUES OBSERVED THAT SHALL BE ADDRESSED AS PART OF THE

PROJECT SCOPE OF WORK. THIS ROOF PLAN DOES NOT INCLUDE ALL

EXISTING ROOFTOP EQUIPMENT AND BUILDING COMPONENTS, CONTRACTOR

SHALL VERIFY EXISTING CONDITIONS AND EXISTING EQUIPMENT AT THE SITE.

B. 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 IS THE

CONTRACTOR'S RESPONSIBILITY TO WORK AROUND THESE EXISTING

BUILDING COMPONENTS, INCLUDING THEIR TEMPORARY REMOVAL AND

REINSTALLATION, 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.

IMPORTANT NOTE(S)

Roof-Site Plan

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

West Wing Mechanical Yard

(Basement Level Exterior)

Flat Seamed

Copper Roof over Cantilevered

Concrete Awning

Standing

Seam Metal

Roof

Concrete

Paving

Built-up Roof

Membrane with Gravel

Topping

Low-Slope

(Flat) Roofing

Membrane

Corrugated

Metal Roof

Canopy Roof @ Northeast

Addition Loading Dock

(Level 2 Roof)

HVAC

Enclosure

1. EXISTING ROOF MEMBRANE AND SUBSTRATE TO REMAIN.

CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT

AND NOT DAMAGE ROOF THROUGHOUT THE PROJECT.

THE CONTRACTOR SHALL ENSURE ROOF DRAINS ARE

CLEAR OF DEBRIS AND ARE ABLE TO FREELY DRAIN.

REFER TO THE ROOFING TYPE LEGEND FOR ROOF TYPE.

2. EXISTING CANTILEVERED CONCRETE AWNING ROOF TO

REMAIN. CONTRACTOR SHALL CLEAN ALL DEBRIS AND

STAINING FROM TOP AND BOTTOM OF AWNINGS.

3. EXISTING CANOPY ROOF TO REMAIN. CONTRACTOR

SHALL CLEAN ALL DEBRIS AND STAINING FROM TOP AND

BOTTOMS OF CANOPIES. THE CONTRACTOR SHALL

ENSURE CANOPIES WITH DRAINS ARE CLEAR OF DEBRIS

AND ARE ABLE TO FREELY DRAIN.

4. NEW PREFINISHED METAL COPING SYSTEM TO REPLACE

EXISTING LIMESTONE COPINGS TYPICAL TO ORIGINAL

1948 BUILDING No. 1. EXISTING LIMESTONE COPING SHALL

BE REMOVED IN ENTIRETY. AT AREAS OF THE CENTER

CORE ROOF AREAS WHERE EXISTING COPPER

COPING/FLASHING EXISTS BELOW THE LIMESTONE

COPING, THE EXISTING COPPER COMPONENTS SHALL

REMAIN AND BE PROTECTED. REFER TO THE WALL

SECTIONS, DETAILS, AND THE SPECS.

5. NEW PREFINISHED METAL COPING SYSTEM TO REPLACE

EXISTING CAST CONCRETE COPINGS TYPICAL TO

NORTHEAST ADDITION AND OTHER RECENT ADDITIONS.

REFER TO THE SPECIFICATIONS.

6. EXISTING METAL FLASHING OVER TOP OF EXISTING

ORIGINAL LIMESTONE COPING. BOTH SHALL REMAIN AND

NOT BE DAMAGED FOR THE LENGTH THEY ABUT THE

ELEVATOR TOWER ADDITION. CONTRACTOR SHALL

EXTEND THE NEW PREFINISHED METAL COPING

UNDERNEATH THE EXISTING FLASHING SO THAT IT IS

OVERLAPPED BY 2'-0". CAULK THE JOINT BETWEEN

EXISTING FLASHING AND NEW EXTENDED NEW COPING.

7. EXISTING METAL "EYEBROW" FLASHING ABOVE WINDOW

OPENINGS. CONTRACTOR SHALL CLEAN DISCOLORED OR

STAINED FLASHING AND REMOVE ANY REMAINING PAINT

APPLIED TO THE EXPOSED SURFACES. CONTRACTOR

SHALL BE RESPONSIBLE TO REPLACE ANY DAMAGED OR

MISSING PORTIONS OF THE EXISTING "EYEBROW"

FLASHINGS AS PART OF THIS CONTRACT TO MATCH

EXISTING GAUGE, DIMENSIONS AND MATERIAL. REFER TO

THE EXTERIOR ELEVATIONS, DETAILS AND THE SPECS.

8. EXISTING METAL GRATE AND CONCRETE SLAB BELOW AT

LIGHT WELL TO REMAIN AND NOT BE DISTURBED EXCEPT

TO ACCESS WINDOW AND WALL COMPONENTS BELOW.

9. NEW PRE-FINISHED METAL 51

2" x 51

2" GUTTER TO MATCH

EXISTING STANDING SEAM ROOF COLOR. REFER TO THE

ROOF DETAILS SHEET AND THE SPECIFICATIONS.

10. EXISTING COPPER OR OTHER METAL COPING AT

PARAPET AREA TO REMAIN AND BE PROTECTED.

DAMAGED AREAS OF EXISTING EXPOSED METAL

COPING/FLASHING TO BE REPAIRED TO MATCH EXISTING.

11. NEW 3 4" WIDE EXPANSION JOINT CUT THROUGH EXISTING

MASONRY PARAPET WALL. FILL WITH NEW HYDRATED

LIME MORTAR. REFER TO THE ROOF DETAILS AND THE

SPECIFICATIONS.

12. EXISTING METAL COPING SYSTEM AND ASSOCIATED

FLASHING AT THE SOUTH WING ADDITION TO REMAIN

AND SHALL NOT BE DISTURBED.

13. EXISTING METAL EXPANSION JOINT (OR SIMILAR) COVER

TO REMAIN AND NOT BE DISTURBED.

14. EXISTING METAL RAILING AT PARAPETS SHALL SHALL BE

TEMPORARILY REMOVED, CLEANED, PREPARED AND

REPAINTED. COORDINATE REINSTALLATION, FASTENING

AND WATERPROOFING ANY PENETRATIONS WITH THE

NEW PRE-FINISHED METAL COPING SYSTEM.

KEYED NOTES

1 1

2 2

3 3

6 4

4 11

5 5

7 7

7 7

7 7

7 7

Canopy Roof over Egress Stair

@ Northeast Addition open to below open to below

A-111

8 / GR110

6 / GR110

7 / GR110

TYP. AT THIS ROOFA-111

11 11

TYP. AT THIS ROOFA-111

TYP. AT THIS ROOF A-111

11 11

11 11

11 11 11

11 11

11 11

9 / GR110

5 5

TYP. AT THIS ROOFA-111

A-111

TYP. AT

THIS ROOF

6'-0" (TYPICAL)

2'-0" 2'-0" 2'-0"

6'-0" (TYPICAL)

2'-0" 2'-0" 2'-0"

V A

R I E

S

M

U S

T

B

E

G

R E

A T

E R

T

H A

N

6'- 0"

A-111

ROOF DETAILS

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 BTC

Partial East Exterior Elevation of North Wing Upper Addition Shed Roof

Scale: 1/4" = 1'-0"

Partial Roof Plan of North Wing Upper Addition Shed Roof

Scale: 1/4" = 1'-0"

Typical Roof Edge Gutter Section Detail

Scale: 3" = 1'-0"

Partial Building Section of North Wing Upper Addition Shed Roof

Scale: 1/4" = 1'-0"

A-111

A-111

TYP.A-111

A-111

A-111

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

BOTH TYPICAL AND SPECIFIC EXISTING EXTERIOR CONDITIONS OBSERVED AT

THE EXISTING VA BUILDING. THE ITEMS NOTED DO NOT CAPTURE OR

DOCUMENT ALL INSTANCES OR LOCATIONS OF THE EXISTING CONDITIONS

AND ISSUES OBSERVED.

B. ALL DIMENSIONS ARE BASED OFF OF PORTIONS OF THE ORIGINAL 1947

CONSTRUCTION DOCUMENTS PROVIDED TO THE DESIGN TEAM BY THE VA.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.

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 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 IS THE

CONTRACTOR'S RESPONSIBILITY TO WORK AROUND THESE EXISTING

BUILDING COMPONENTS, INCLUDING THEIR TEMPORARY REMOVAL AND

REINSTALLATION, 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.

IMPORTANT NOTE(S)

1. EXISTING 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.

2. EXISTING BRICK VENEER WALL AND MORTAR AT 9TH AND 10TH FLOOR LEVEL

ADDITIONS TO NORTH WING. ALL EXISTING MASONRY COMPONENTS SHALL BE

THOROUGHLY CLEANED PER THE SPECIFICATIONS. ALL AREAS OF HEAVY

STAINS AND ORGANIC GROWTH SHALL REQUIRE ADDITIONAL CLEANING AND

APPLICATION OF FUNGICIDE AS PART OF THE SCOPE OF WORK.

3. EXISTING EXTERIOR HEADER BRICK COURSE AT EVERY SIXTH BRICK COURSE

IN ORIGINAL 1948 BUILDING. REFER TO THE EXTERIOR MASONRY

INSTRUCTIONS AND THE SPECIFICATIONS FOR MORE INFORMATION.

4. EXISTING EXTERIOR HEADER BRICK COURSE AT 9TH AND 10TH FLOOR LEVEL

ADDITIONS TO NORTH WING. REFER TO THE EXTERIOR MASONRY

INSTRUCTIONS AND THE SPECIFICATIONS FOR MORE INFORMATION.

5. EXISTING SINGLE-COLOR BRICK VENEER WALL AT NORTH WING'S 9TH AND

10TH FLOOR LEVEL ADDITIONS TO HAVE INDIVIDUAL BRICKS STAINED ONE OF

FOUR COLORS TO MATCH THE 1948 BUILDING'S ORIGINAL BRICK BLEND.

REFER TO THE SPECIFICATIONS FOR EXACT STAIN COLORS, METHODOLOGY

AND OTHER INFORMATION.

6. EXISTING BRICK PARAPET WALL INFILLED WITH MORTAR TO REMAIN AND BE

PROTECTED FROM DAMAGE THROUGHOUT CONSTRUCTION.

7. EXISTING "RED BRICK" AT INTERIOR FACE OF PARAPET WALL WITH HEADER

COURSE AT EVERY SIXTH BRICK COURSE TO REMAIN AND BE PROTECTED

FROM DAMAGE. THE INTERIOR ROOF SIDE OF ALL PARAPET WALLS SHALL BE

CLEANED IN ACCORDANCE WITH THE SPECS.

8. EXISTING BACK-UP WALL & CAVITY WALL CONSTRUCTION AT NORTH WING'S

9TH AND 10TH FLOOR LEVEL ADDITIONS TO REMAIN AND NOT BE DISTURBED.

EXISTING WALL CONSTRUCTION METHODS ARE UNKNOWN. CONTRACTOR

SHALL VERIFY EXISTING CONDITIONS.

9. EXISTING STRUCTURAL CONCRETE FLOOR-BEAM SYSTEM TO REMAIN AND

NOT BE DISTURBED.

10. EXISTING WATERPROOFING APPLIED TO EXTERIOR FACE OF CONCRETE

BEAMS AND SLABS. WATERPROOFING IS ASSUMED, BASED ON ORIGINAL

HISTORIC DRAWINGS, TO HAVE ALSO BEEN APPLIED TO THE INTERIOR FACE

OF EXTERIOR WALLS BEHIND FURRED AREA FOR INTERIOR PLASTER.

CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE EXISTING

WATERPROOFING.

11. EXISTING COPPER WALL-ROOF FLASHING AT PARAPET WALL TO REMAIN AND

NOT BE DISTURBED.

12. EXISTING MORTAR FILLING IN CAVITY BETWEEN FACE BRICK LAYER AND

BACK-UP MASONRY WALL. ORIGINAL EXTERIOR WALL CONSTRUCTION IS NOT

A "CAVITY WALL" AND IS MORE ANALOGOUS TO A SOLID MASONRY WALL.

13. AT EACH FLOOR LEVEL AROUND THE PERIMETER OF THE BUILDING, THE

EXISTING HORIZONTAL MORTAR JOINT AT THE BRICK RELIEVING ANGLE

AND/OR METAL "EYEBROW" FLASHING, AS WELL AS THE FIRST TWO

HORIZONTAL AND VERTICAL MORTAR JOINTS DIRECTLY ABOVE THE BRICK

RELIEVING ANGLE AND/OR METAL "EYEBROW" FLASHING SHALL BE RAKED OUT

COMPLETELY. THE JOINT SHALL BE RE-POINTED WITH NEW HYDRATED LIME

MORTAR AND SHALL MATCH THE EXISTING MORTAR COLOR. REFER TO THE

SPECIFICATIONS.

14. EXISTING METAL "EYEBROW" FLASHING ABOVE WINDOW OPENINGS.

CONTRACTOR SHALL CLEAN DISCOLORED OR STAINED FLASHING AND

REMOVE ANY REMAINING EXPOSED PAINT. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ANY DAMAGED OR MISSING PORTIONS OF THE

EXISTING "EYEBROW" FLASHING TO MATCH EXISTING DESIGN, DIMENSIONS,

GAUGE, PROFILE, ETC.

15. EXISTING LIMESTONE OR CAST CONCRETE WINDOW SILLS STAINED AND

DISCOLORED FROM MOISTURE, ORGANIC GROWTH AND RAIN WATER RUNOFF.

CONTRACTOR SHALL CLEAN AND REPAIR LIMESTONE PER THE SPECS. ALL

MORTAR JOINTS IN THE LIMESTONE SILLS SHALL BE COMPLETELY RAKED OUT,

REMOVED AND REPLACED PER THE SPECIFICATIONS.

16. EXISTING LIMESTONE PARAPET CAP TO BE REMOVED. CONTRACTOR SHALL

REMOVE EXISTING MORTAR DIRECTLY BELOW THE CAP TO BE FLUSH WITH

THE TOP OF THE EXISTING BRICK PARAPET WALL. THE EXPOSED TOP OF

PARAPET WALL SHALL BE COVERED AND PROTECTED FROM MOISTURE

INFILTRATION PRIOR TO INSTALLING NEW METAL COPING SYSTEM. REFER TO

THE ENLARGED PARAPET DETAIL AND THE SPECIFICATIONS.

17. EXISTING WINDOW AND FIXED GLAZING TO REMAIN. ALL EXISTING WINDOWS

AND GLAZING SHALL BE PROPERLY COVERED AND PROTECTED DURING THE

MASONRY CLEANING PROCESS AND WATER REPELLENT INSTALLATION. APPLY

LIQUID MASKING AGENT TO GLASS AND SELF-STICKING 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.

VARIOUS WINDOWS HAVE BEEN MODIFIED TO HAVE LOUVERS, VENTS OR

DUCTS INSTALLED WITHIN THE WINDOW OPENING WHICH THE CONTRACTOR

SHALL KEEP FROM DAMAGING. THE CONTRACTOR SHALL REPAIR OR REPLACE

ANY PREVIOUSLY DAMAGED LOUVERS.

18. 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,

AND EXTERIOR HOLLOW METAL DOOR FRAMES AT THE ORIGINAL 1948

BUILDING. REFER TO THE SPECS.

19. EXISTING FLOOR SURFACE TO REMAIN AND NOT BE DISTURBED.

20. EXISTING FINISH CEILING TO REMAIN AND NOT BE DISTURBED. EXISTING WALL

CONSTRUCTION METHODS ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE

EXISTING CONDITIONS.

21. EXISTING ROOF MEMBRANE AND SUBSTRATE TO REMAIN (NIC). CONTRACTOR

SHALL TAKE SPECIAL CARE TO PROTECT AND NOT DAMAGE ROOF

THROUGHOUT THE PROJECT. THE SCOPE OF THIS PROJECT DOES NOT

INCLUDE REPAIRS OR ALTERATIONS TO EXISTING ROOFS OR ROOF FLASHINGS

UNLESS OTHERWISE NOTED AND INSPECTION OF THE EXISTING ROOFING

SYSTEM HAS NOT BEEN CONDUCTED BY THE DESIGN TEAM.

22. EXISTING PRE-FINISHED STANDING SEAM METAL ROOF AND STRUCTURAL

ROOF SYSTEM TO REMAIN AND NOT BE DISTURBED. EXISTING ROOF

CONSTRUCTION METHODS ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE

EXISTING CONDITIONS.

23. EXISTING PRE-FINISHED METAL FLASHING TO REMAIN AND NOT BE

DISTURBED.

24. EXISTING PRE-FINISHED METAL FASCIA TO REMAIN AND NOT BE DISTURBED

EXCEPT WHERE NECESSARY TO INSTALL NEW GUTTER SYSTEM. EXISTING

CONCEALED ROOF CONSTRUCTION METHODS ARE UNKNOWN. CONTRACTOR

SHALL VERIFY THE EXISTING CONDITIONS.

25. NEW PRE-FINISHED METAL 51

2" x 51

2" GUTTER TO MATCH EXISTING STANDING

SEAM ROOF COLOR. REFER TO THE SPECIFICATIONS.

26. NEW PRE-FINISHED GUTTER HANGER INSTALLED @ 2'-0" O.C.. PER THE

DRAWINGS AND SPECIFICATIONS.

27. NEW 2" WIDE PRE-FINISHED GUTTER WIND STRAPS @ 6'-0" O.C. PER THE

DRAWINGS AND SPECIFICATIONS.

28. NEW PRE-FINISHED METAL 4" x 4" DOWNSPOUT TO MATCH EXISTING STANDING

SEAM ROOF COLOR.

29. NEW PRE-FINISHED METAL DOWNSPOUT STRAPS SECURING DOWNSPOUT TO

BUILDING AT 5'-0" O.C.

30. EXISTING SNOW GUARD AT STANDING SEAM ROOF EDGE TO REMAIN AND NOT

BE DISTURBED.

31. 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 RECONNECTED WITH A NEW SYSTEM

FOLLOWING THE INSTALLATION OF NEW METAL COPING CAPS. CONTRACTOR

SHALL ENSURE THAT 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.

32. NEW PRE-FINISHED METAL COPING SYSTEM WITH CUSTOM COLOR AND

PROFILE TO MATCH EXISTING LIMESTONE PROFILE AND APPEARANCE. ALL

EXISTING LIMESTONE PARAPET CAPS SHALL BE REMOVED. REFER TO THE

SPECIFICATIONS AND THE MANUFACTURER'S INSTALLATION

RECOMMENDATIONS. CONTRACTOR SHALL PROTECT ALL EXPOSED PARAPET

WALLS FROM WATER INTRUSION.

33. NEW TREATED WOOD BLOCKING ASSEMBLY SECURED TO THE BRICK PARAPET

WALL AS NOTED. REFER TO SPECIFICATIONS FOR THE TREATED WOOD

REQUIREMENTS.

34. NEW FLUID-APPLIED WATERPROOFING APPLIED TO EXPOSED FACES OF THE

WOOD BLOCKING. THE CONTRACTOR SHALL TAKE EXTREME CARE TO NOT

ALLOW ANY WATERPROOFING TO GET ON THE EXISTING MASONRY PARAPET

WALL, SURROUNDING MASONRY WALLS, OR THE ROOF.

35. NEW PRE-FINISHED BENT METAL FROM COPING MANUFACTURER'S FLAT

METAL STOCK TO BE APPLIED TO THE BOTTOM AND LOWER FACE OF THE

TREATED WOOD BLOCKING. CONTRACTOR SHALL CAULK BOTH SIDES OF THE

NAIL PENETRATIONS.

36. NEW TREATED WOOD BLOCKING ASSEMBLY NAILED SECURED WITH ANCHOR

BOLTS PENETRATING THROUGH THE EXISTING FLASHING AND INTO THE

EXISTING EXTERIOR MASONRY WALL. CAULK WHERE THE ANCHOR BOLTS

PENETRATE THROUGH THE FLASHING PER THE SPECIFICATIONS. REFER TO

SPECIFICATIONS FOR TREATED WOOD REQUIREMENTS.

37. NEW 3

4" WIDE TYPICAL EXPANSION JOINT AT THE EXISTING TALL MASONRY

PARAPET WALLS AS APPROXIMATELY SHOWN ON THE ROOF PLAN, EXTERIOR

ELEVATIONS, AND AS DESCRIBED BY PARAMETERS WITHIN THE

SPECIFICATIONS. THE NEW EXPANSION JOINT SHALL BE CENTERED BETWEEN

HEADER BRICKS AS SHOWN ON THE DETAIL AND CUT ALL THE WAY THROUGH

THE EXISTING MASONRY PARAPET WALL EXTENDING TO 1" ABOVE THE

ROOF-WALL FLASHING, WHICH IS NOT TO BE DISTURBED. THE CUT JOINT

SHALL BE FILLED WITH NEW "SOFT JOINT" MORTAR PER THE SPECIFICATIONS.

THE CONTRACTOR SHALL PROVIDE JOINT IN NEW METAL COPING SYSTEM

CORRESPONDING WITH THESE NEW MASONRY PARAPET EXPANSION JOINTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARILY REMOVING AND

REINSTALLING BUILDING COMPONENTS, CONDUIT, PIPING, ETC. AS NEEDED TO

INSTALL THESE NEW BUILDING EXPANSION JOINTS.

38. NEW 3

8"x5" STAINLESS STEEL SLEEVE ANCHOR EXPANSION BOLT EPOXIED

INTO MASONRY PARAPET WALL WITH HEAD COUNTER-SUNK HEAD INTO

BOTTOM BOARD AT PARAPET CAP. STAGGER AT 12" O.C., OR AS REQUIRED TO

COMPLY WITH CODE.

39. NEW 3

8" x 2 12" STAINLESS STEEL LAG SCREW STAGGERED AT 12" O.C., OR AS

REQUIRED TO COMPLY WITH CODE. COUNTER-SINK HEAD INTO TOP BOARD AT

PARAPET CAP. POSITION TO NOT CONFLICT WITH EXPANSION BOLT BELOW.

40. EXISTING DOUBLE WYTHE BRICK PARAPET WALL WITH MASONRY

REINFORCING TO REMAIN AND BE PROTECTED FROM DAMAGE THROUGHOUT

CONSTRUCTION.

41. NEW CLEANOUT WITH SCREEN IN DOWNSPOUT AT BOTTOM OF ALL NEW

DOWNSPOUTS THAT EXTEND TO GRADE LEVEL.

42. NEW 6'-0" TALL PAINTED CAST IRON DOWNSPOUT BOOT AT BOTTOM OF NEW

DOWNSPOUTS THAT EXTEND TO GRADE LEVEL WITH CLEANOUT TO TIE INTO

NEW SUBSURFACE DRAINAGE. REFER AND COORDINATE WITH THE CIVIL

DOCUMENTS AND DETAILS.

KEYED DETAIL NOTES#

52 52

3 3

3 3

4 4

13 1314

17 17

24 24

25 25

27 26

14 14

14 14

2627 2726

30 3030

31 31 3131

313131

3 3

5 5

8 8

910 10

17 17

(BEHIND

SECTION

CUT)

30 32

Typical Parapet Section Detail

Scale: 3" = 1'-0"

6" (VOJ)

A-111

A-111

A-111

SIM.A-111

1'-4" (VOJ)

Parapet Section Detail at Center Core Level 13 Roof

Scale: 3" = 1'-0"

Expansion Joint Detail at Parapet

Scale: 1 1/2" = 1'-0"

1 6

16 32

(KEYED NOTES APPLY TO THIS SHEET ONLY)

E X

I S

T I N

G

S

L O

P E

E X

I S

T I N

G

S

L O

P E

E X

I S

T I N

G

S

L O

P E

E X

I S

T I N

G

Parapet Section Detail at Northeast Addition Roof

Scale: 3" = 1'-0"

1'-1

" (VOJ)

2"

V

O J

1" 1"

E X

I S

T I N

G

V

O J

1"

V

O J

V

O J

2"

1"

1'-4" (VOJ)

10" (VOJ)

2"

1"

6" (VOJ)

1"

V

O J

V

O J

10" (VOJ)

Downspout Boot Detail

Scale: 3/4" = 1'-0"

8 10

TOP OF FLASHING ON

ROOF SIDE OF PARAPET

'-2

1'

-1 0"

2' -0

8'

-0

2' -0

8'

-0

2' -0

8'

-0

2' -0

3'

-4

47'-10"

2'-11"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"2'-11"

3' -4

2'

-0

A-120

A-120

DECORATIVE PANEL WITH

OPENING

DECORATIVE PANEL

WITH OPENING

6" CMU WALL GROUTED

AND REINFORCED

6" CMU WALL GROUTED AND

REINFORCED

DECORATIVE PANEL

WITH OPENING

A-

A-120

2'-0"

8"

6" CMU, FULLY GROUTED AND

REINFORCED WITH 1#5 REBAR @

16" O.C. AND CONTINUOUS HORIZ.

LADDER REINFORCING EVERY

OTHER COURSE

CMU PILASTER, FULLY GROUTED

AND REINFORCED WITH 1#5

REBAR AT EACH CELL

FACE BRICK - ATTACH TO CMU

WALL WITH WALL TIES @24" O.C.

EACH WAY

GALVANIZED STEEL MESH CHAIN LINK -

ATTACH SECURELY TO CMU @ 12 INCHES

OC - TYPICAL

1/8"X3"X5" GALVANIZED STEEL LINTEL

2'-8"

4" 6'

-9

/8

2'-0" 2'-0"

START OF PILASTERSTART OF PILASTER

1/

2"

8' -0

8' -2

/2

8'-0"

PILASTER PILASTERPANNEL

1'-5 1/8"EQUAL EQUAL

WALL OPENING

LEGEND

GALVANIZED

STEEL MESH

CHAIN LINK

4"

1'-5 1/8"EQUAL EQUAL

SCALE: 1" = 1'-0"

0 6" 2'1' 3'

SCALE: 1

4" = 1'-0"1 MECHANICAL YARD SCREEN WALL FLOOR PLAN

SCALE: 1" = 1'-0"3 CMU PILASTER SECTIONAL VIEW

A-120

MECHANICAL YARD SCREEN WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

TEXAS ARCHITECT #5958

JIM WIGINGON

DATE: 03 SEPTEMBER 2021

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

FULLY SPRINKLERED

667-19-101

SCALE: 1" = 1'-0"2 MECHANICAL YARD DECORATIVE PANEL WITH OPENING

NORTH

SCALE: 14" = 1'-0"

0 2' 4' 12'8'

GENERAL NOTE

1. REFER TO STRUCTURAL DRAWINGS FOR

FOUNDATION UNDER NEW MASONRY SCREEN WALL

KEY NOTE

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CHAIN

LINK FENCE LOCATION. PATCH / REPLACE FENCE

AS NECESSARY DURING SCREEN WALL

INSTALLATION

SCALE: 1" = 1'-0"5 INSIDE VIEW OF OPENING

SCALE: 1" = 1'-0"4 CMU OPENING SECTIONAL VIEW

MHW JLM

MEDICAL

CENTER

A-201

SOUTH EXTERIOR ELEVATIONS

- KEY PLAN -

1" = 100'

N

S

EW

1 1

2 2

3 3

A

A

A

A

A

94' - 0"

Basement (1)

Floor Level

106' - 3"

1st Floor Level

118' - 6"

2nd Floor Level

131' - 7 1/2"

3rd Floor Level

143' - 2 5/8"

4th Floor Level

154' - 9 3/4"

5th Floor Level

166' - 4 7/8"

6th Floor Level

178' - 0"

7th Floor Level

189' - 7 1/8"

8th Floor Level

205' - 4 1/8"

9th Floor Level

216' - 11 1/4"

10th Floor Level

228' - 6 3/8"

11th Floor Level

244' - 2 1/4"

12th Floor Level

254' - 6 3/4"

12th Floor

Roof Level

94' - 0"

Basement (1)

Floor Level

106' - 3"

1st Floor Level

118' - 6"

2nd Floor Level

131' - 7 1/2"

3rd Floor Level

143' - 2 5/8"

4th Floor Level

94' - 0"

Basement (1)

Floor Level

106' - 3"

1st Floor Level

118' - 6"

2nd Floor Level

131' - 7 1/2"

3rd Floor Level

143' - 2 5/8"

4th Floor Level

154' - 9 3/4"

5th Floor Level

166' - 4 7/8"

6th Floor Level

178' - 0"

7th Floor Level

189' - 7 1/8"

8th Floor Level

205' - 4 1/8"

9th Floor Level

216' - 11 1/4"

10th Floor Level

228' - 6 3/8"

11th Floor Level

244' - 2 1/4"

12th Floor Level

254' - 6 3/4"

12th Floor

Roof Level

94' - 0"

Basement (1)

Floor Level

106' - 3"

1st Floor Level

118' - 6"

2nd Floor Level

A

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

2 / GR101

2 / GR10311 / GR101

13 / GR101

5 / GR102

8 / GR102

9 / GR102

10 / GR10211 / GR102

12 / GR102

13 / GR102

1 / GR103

3 / GR103

4 / GR103

14 / GR103

16 / GR103

17 / GR103

10 / GR108

3 / GR108

4 / GR108

5 / GR108

7 / GR108

8 / GR108

9 / GR108

19 / GR109

BTC/TDM

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 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. REFER TO SHEET A-001 FOR LIST OF KEYED NOTES.

IMPORTANT NOTE(S)

Partial South Elevation - O.R. Addition

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

Partial South Elevation - Center Core Nook

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

Partial South Elevation - Main Entry and Behind South Addition Stair

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

South Elevation

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

PROBE AREA 3B

PROBE AREA 3A

1 1 1

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

6 6

6 6

47 47

(TYP)

(TYP)

(TYP)