W912HN-21-B-3007_DRAWINGS_VOL2_AMD3.pdf

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONSTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

GENERAL NOTES:

A. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS PRIOR TO START OF EXTERIOR WALL REPAIR

B. ALL SURFACES SHOULD BE STAGED TO ALLOW FOR HANDS ON INSPECTION

AND ANY REPAIRS IF NECESSARY

C. ALL DAMAGED MASONRY JOINTS OF SECTIONS B AND C ARE TO BE

REPOINTED (TUCK POINTING). ALL DAMAGED MORTAR JOINTS ARE TO BE

GROUND-OUT AND POINTED WITH NEW MORTAR. NEW MORTAR IS TO BE THE

SAME COMPOSITION AS EXISTING MORTAR. ALSO SEE SPECIFICATIONS

SECTION 04 01 20.70

D. ALL LOOSE LIMESTONE AND BRICK TO BE REMOVED, CLEANED AND

REPOSITIONED IN PLACE

E. ALL MISSING, SPALLED, BROKEN AND CHIPPED BRICK TO BE REMOVED AND

REPLACED WITH NEW TO MATCH EXISTING. ALSO SEE BUILDING EXTERIOR

FINISHES ON SHEET AE215.

F. WHEN REPLACING MASONRY OR FILLING IN MASONRY AREAS, NEW

MASONRY IS TO BE KEYED INTO EXISTING MASONRY. USE NEW NON-

CORROSIVE ANCHORS AND/ OR TIES AS REQUIRED.

G. ALL EXTERIOR SURFACES OF SECTIONS B AND C ARE TO BE CLEANED AND

WASHED TO REMOVE GRIME. APPLY CLEAR ANTI-GRAFFITI COATING. ALSO

SEE SPECIFICATIONS SECTIONS 03 01 30 AND 04 01 20.70

H. ALL LIMESTONE WITH CHIPPING LESS THAN 3 INCHES TO BE REPAIRED WITH

COMPOSITE PATCHING/ REPAIR. COMPOSITE PATCHING TO BE DONE WITH

CEMENT TYPE PATCH MATERIAL AND TO MATCH EXISINTG STONE COLOR,

TEXTURE, AND REPLICATE EXISTING SURFACE TOOLING, AND ADHERE WELL

TO EXISTING STONE SUBSTRATE, AND IS TO NOT CAUSE DETERIORATION OF

SURROUNDING STONE(S).

I. ALL LIMESTONE WITH CHIPPING 3 INCHES AND LARGER TO BE PARTIALLY

REPLACED OR TO BE PIECED-IN WITH NATURAL OR PRECAST STONE-

DUTCHMAN REPAIR. FOR DUTCHMAN REPAIR SEE SPECIFICATIONS SECTION

04 01 20.70

J. ALL CONTROL JOINTS IN SECTIONS B AND C, BETWEEN SECTIONS A AND B

AND BETWEEN C AND D, ARE TO BE RESEALED. PREPARE SURFACES

BEFORE RESEALING. SEE SPECIFICATIONS SECTION 07 92 00

K. IN ADDITION TO SPECIFIC LOCATIONS DENOTED ON SHEETS AD401, AD402,

AD403, AND AE215, CONTRACTOR SHALL USE THE FOLLOWING QUANTITIES

WHEN PRICING WALL REPAIRS FOR INTERIOR AND EXTERIOR:

A. 1,060 SF BRICK/ MORTAR/ MASONRY REPAIRS

B. 1,461 SF OF STUCCO REPAIRS

C. 100 SF OF LIMESTONE PRECAST CONCRETE

D. 1,461 SF PAINTED/ PARGED CONCRETE

L. REFER TO STRUCTURAL DRAWINGS TO DEVELOP QUANTITY TAKE-OFF FOR

ABOVE AND BELOW CONCRET FLOOR/ DECK/ BEAMS SPALLING AND

SPALLING WITHIN TUNNELS

EXTERIOR WALL REPAIR NOTES:

305305

LIMESTONE OR BRICK

SURFACE SEAL FOR EPOXY

TO BE REMOVED AFTER

COMPLETED PROCEDURE

EXISTING CRACK OR

MATERIAL DEFECT

GRIND BACK EXISTING TIE.

PRIME W/ RUST INHIBITING

PAINT. FIELD VERIFY

EXISTING CONDITIONS

-GRIND SQUARE EDGE

1/2" DEEP

PRIME EXPOSED SURFACES

WITH EPOXY RESIN BINDER

DRILL-IN 3/8" DIA HILTI

ADHESIVE ANCHOR AT OLD

TIE LOCATIONS

REMOVE LOOSE PIECES

AND DEBRIS. CLEAN

SURFACES AND PREPARE

TO RECEIVE NEW FORM

EPOXY RESIN MORTAR

FORMED TO ORIGINAL

PROFILE OF SPALLED UNIT

ONLY AS NECESSARY

REPAIR JOINT AS

REQUIRED. SEE DETAIL

H5-A/AE215

REPAIR JOINT AS REQUIRED.

SEE DETAIL H5-A/AE215

EXISTING TIE. CLEAN LOOSE RUST, PREPARE

EXPOSED SURFACES, AND COAT W/ EPOXY

BENT SST 1/4" DIA ROD DOWEL.

PROVIDE MIN 2" COVER

PRIME EXPOSED SURFACES WITH

EPOXY RESIN BINDER

GRIND SQUARE EDGE 1/2" DEEP

REMOVE LOOSE PIECES AND DEBRIS.

CLEAN SURFACES AND PREPARE TO

RECEIVE NEW FORM

SINGLE-COMPONENT, CEMENTITIOUS,

MENERAL-BASED MORTAR FORMED TO

ORIGINAL PROFILE OF SPALLED UNIT ONLY AS

NECESSARY. COLOR TO MATCH EXISTING

LIMESTONE. FOLLOW CONTOURS AND PROFILE

OF ADJACENT EXISTING STONE SURFACES

A B C D

EXISTING MORTAR

W

ID

T H

RAKE OUT 2.5 TIMES

THE WIDTH , NOT

LESS THAN 1/2" NOR

LESS THAN

REQUIRED TO

EXPOSE SOUND

MORTAR

EXISTING MORTAR EXISTING MORTAR EXISTING MORTAR

EXISTING BRICK EXISTING BRICK EXISTING BRICK EXISTING BRICK

3/8" MAX LAYERS

OF POINTING

MORTAR

W

ID

T H

W

= W

5/8".

IF WIDTH IS

GREATER THAN

1/2" + BACKER

ROD DIA

3/8" MAX LAYERS

OF POINTING

MORTAR

PATCH

SPALLED

EDGES PRIOR

TO POINTING

BUILDING EXTERIOR FINISHES

APPROVED BY USACE, MATCHING SECTIONS A AND G FOR CONTINUITY OF EASTHETICS

TYPE

MARK

MATERIAL MANUFACTURER PATTERN/ SERIES SIZE COLOR NOTES & COMMENTS

EXTERIOR WALLS

FB-1

GR-2

EXTERIOR WINDOWS

MECHANICAL YARD

EXTERIOR SIGNAGE

STUCCO AT INFILL WINDOWS

LINTELS

GROUT

FACE BRICK

STUCCO

DOORS

MECHANICAL LOUVERS

CURRIES TECHNICAL MANUAL PANEL DOOR SELECTION

SHERWIN-WILLIAMS

SHERWIN-WILLIAMS

SHERWIN-WILLIAMS

CHEROKEE BRICK AND TILE

GREENHECK

ARCHITECTURAL PANELS

MATCH EXISTING CHEROKEE RED TO MATCH SECTIONS A AND G

TO MATCH SECTIONS A AND G

SEE AE601 AND AE602

P: 706-577-3009ARGOS SAHARA

SW-6006 BLACK BEAN

SW-6006 BLACK BEAN

7684 CONCORD BUFF

CLASSIC BRONZE GF108

E6 PANEL DOOR

MATCH EXISTING

MATCH EXISTING

SIGNS SHERWIN-WILLIAMS SW-6006 BLACK BEAN TO MATCH SECTIONS A AND G

SEE AG-SERIES SHEETS

PC-1 PRE-CAST MILLER-MIZE PRECAST, INC.

SHERWIN-WILLIAMS

MMPI (D)

SW-2808 ROCKWOOD DARK BROWN

LIGHT BUFF TO MATCH SECTIONS A AND G

TO MATCH SECTIONS A AND G

AT FRAMES, MULLIONS, MUNTINS. TO MATCH SECTIONS A AND G

AT OPENINGS W/ LOUVER(S). TO MATCH SECTIONS A AND G

TO MATCH SECTIONS A AND G

ALSO SEE DOOR SCHEDULE LEGEND

STANDARD KYNAR

INSULATED PANEL

1" INSULATED PANEL

GLAZING

SPANDREL GLASS

CAULK

CAST STONE SILL

MAPES

MAPES

SOLARBAN

MAPES

PECORA SEALANTS

BELLAVANT

ARCHITECTURAL PANELS

ARCHITECTURAL PANELS

MANSARD BROWN

DARK BRONZE

SOLARBRONZE #2

DARK BRONZE

CLASSIC BRONZE 046

PATINA DSF1-203

GATES

IP-1

IP-2

US Army Corps of Engineers ®

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KEYNOTES

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE

PAINT AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION

- TYPICAL

020 EXISTING GUTTER AND DOWNSPOUTS. REMOVE AND REINSTALL AS

REQUIRED TO COMPLETE NEW WORK

116 EXISTING HOSE BIB. SEE PLUMBING DRAWINGS

301 EXISTING VINES. REMOVE IN THEIR ENTIRETY, INCLUDING IN BRICK

JOINTS AND AIR SPACE BEHIND BRICK - TYPICAL

302 EXISTING BRICK CRACK. CLEAN, PATCH, REPAIR AS REQUIRED. SEE

SHEET AE215 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION -

TYPICAL

303 EXISTING LIMESTONE. CLEAN, PATCH, REPAIR AS REQUIRED. SEE

SHEET AE215 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION -

TYPICAL

304 AREA OF REMOVAL OF EXISTING BRICK REPAIR AND REPLACE WITH

NEW BRICK TO MATCH ORIGINAL EXISTING BRICK - TYPICAL

305 REMOVE VENT IN ITS ENTIRY. INFILL OPENING TO MATCH ADJACENT

MATERIALS, SURFACES AND FINISH, OR NEW LOUVER. SEE MECHANICAL

DRAWINGS FOR ADDITIONAL INFORMATION - TYPICAL

306 PATCH, REPAIR STUCCO TEXTURE, FINISH, AND APPLICATION METHOD

TO MATCH ORIGINAL EXISTING STUCCO. SEE SHEET AE215 FOR

ADDITIONAL INFORMATION - TYPICAL

307 REMOVE LOUVERS IN THEIR ENTIRY. INFILL OPENING TO MATCH

ADJACENT MATERIALS, SURFACES AND FINISH, OR NEW LOUVER. SEE

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION - TYPICAL

1" = 1'-0"L1

EXT. FACE BRICK - TYP

1" = 1'-0"L5

EXT. FACE BRICK - TYP

1" = 1'-0"D1

EXT. STUCCO - TYP

1" = 1'-0"L9

EXT. FACE BRICK - TYP

1" = 1'-0"L13

EXT. FACE BRICK - TYP

1" = 1'-0"H1

EXT. FACE BRICK - TYP

NTSD13

LIMESTONE AND BRICK

CRACK REPAIR DETAIL -

TYPICAL

NTSD9

LIMESTONE SPALL REPAIR

DETAIL - TYPICAL

NTSD5

LIMESTONE SPALL REPAIR

DETAIL - TYPICAL

NTSH9

MORTAR JOINT REPAIR DETAILS -

TYPICAL

1" = 1'-0"H5

EXT. FACE BRICK - TYP

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07/22/21

AE215 EXTERIOR FINISHES AND WALL REPAIR DETAILS