S02_631-19-003 Repair Foundation Cracks - Combined Drawings.pdf

PDF 7 MB Posted Oct 31, 2023

Attached to: Z1DZ--631-19-003 Repair Foundation Cracks
Solicitation number: 36C24123B0014
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes construction drawings and specifications for foundation crack repairs at a Department of Veterans Affairs medical center. The project involves repairs to foundations, walls, and other structural elements for multiple buildings on site. Work includes concrete patching, application of waterproof coatings, mortar repairs, and joint sealing. The specifications provide requirements for epoxy crack injection, concrete repair materials, waterproofing products, and other treatments. Repairs are outlined for specific areas on structural drawings depicting each affected building.

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DJS LAJ

NORTH ARROW

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

VIEWING

DIRECTION

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

SCALE: X" = 1'-0"

DETAIL TITLEXX

XXXXX

REV 0 - FINAL BID DOCUMENTS 2023-05-31

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

TITLE SHEET FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31

GI003

631-19-003

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

EDWARD P. BOLAND VAMC

AutoCAD SHX Text

REPAIR FOUNDATION CRACKS 421 NORTH MAIN STREET LEEDS, MA 01053

AutoCAD SHX Text N

DJS LAJ

REV 0 - FINAL BID DOCUMENTS 2023-05-31

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

DRAWING INDEX FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31

GI004

631-19-003

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

GENERAL

GI003 TITLE SHEET

GI004 DRAWING INDEX

S-002 STRUCTURAL NOTES & LEGEND

S-003 STRUCTURAL NOTES & LEGEND

S-203 STRUCTURAL ELEVATION - BLDG 1 NORTH

S-204 STRUCTURAL ELEVATION - BLDG 1 NORTH EAST SIDE

S-205 STRUCTURAL ELEVATION - BLDG 1 NORTH WEST SIDE

S-206 STRUCTURAL ELEVATION - BLDG 1 EAST & WEST

S-207 STRUCTURAL ELEVATION - BLDG 1 WEST

S-208 STRUCTURAL ELEVATION - BLDG 1 EAST

S-209 STRUCTURAL ELEVATION - BLDG 1 EAST

S-210 STRUCTURAL ELEVATION - BLDG 1 WEST

S-211 STRUCTURAL ELEVATION - BLDG 1 SOUTH EAST SIDE

S-212 STRUCTURAL ELEVATION - BLDG 1 SOUTH WEST SIDE

S-213 STRUCTURAL ELEVATION - BLDG 1 EAST

S-214 STRUCTURAL ELEVATION - BLDG 1 WEST

S-117 STRUCTURAL REPAIR PLAN - BLDG 2 BASEMENT

S-215 STRUCTURAL ELEVATION - BLDG 2 SOUTH

S-216 STRUCTURAL ELEVATION - BLDG 2 NORTH

S-217 STRUCTURAL ELEVATION - BLDG 2 WEST

S-218 STRUCTURAL ELEVATION - BLDG 2 EAST

S-265 STRUCTURAL INTERIOR ELEVATION-BLDG 2 BASEMENT

S-118 STRUCTURAL REPAIR PLAN - BLDG 3 BASEMENT

S-219 STRUCTURAL ELEVATION - BLDG 3 EAST

S-220 STRUCTURAL ELEVATION - BLDG 3 WEST

S-221 STRUCTURAL ELEVATION - BLDG 3 SOUTH

S-222 STRUCTURAL ELEVATION - BLDG 3 NORTH

S-266 STRUCTURAL INTERIOR ELEVATION-BLDG 3 BASEMENT

S-229 STRUCTURAL ELEVATION - BLDG 5 EAST

S-230 STRUCTURAL ELEVATION - BLDG 5 NORTH

S-231 STRUCTURAL ELEVATION - BLDG 5 WEST

S-232 STRUCTURAL ELEVATION - BLDG 5 SOUTH

S-401 ENLARGED STRUCTURAL ELEVATION-BLDG 5

S-121 STRUCTURAL REPAIR PLAN - BLDG 8 BASEMENT

S-233 STRUCTURAL ELEVATION - BLDG 8 WEST & EAST

S-234 STRUCTURAL ELEVATION - BLDG 8 NORTH

S-235 STRUCTURAL ELEVATION - BLDG 8 SOUTH

S-271 STRUCTURAL INTERIOR ELEVATION-BLDG 8 BASEMENT

S-122 STRUCTURAL REPAIR PLAN - BLDG 9 BASEMENT

S-237 STRUCTURAL ELEVATION - BLDG 9 SOUTH

S-238 STRUCTURAL ELEVATION - BLDG 9 EAST & WEST

S-239 STRUCTURAL ELEVATION - BLDG 9 EAST

S-272 STRUCTURAL INTERIOR ELEVATION- BLDG 9 BASEMENT

S-123 STRUCTURAL REPAIR PLAN - BLDG 11 BASEMENT

S-240 STRUCTURAL ELEVATION - BLDG 11 EAST & NORTH

S-241 STRUCTURAL ELEVATION - BLDG 11 WEST & SOUTH

S-274 STRUCTURAL INTERIOR ELEVATION-BLDG 11 BASEMENT

S-124 STRUCTURAL REPAIR PLAN - BLDG 12 BASEMENT

S-242 STRUCTURAL ELEVATION - BLDG 12 EAST

S-243 STRUCTURAL ELEVATION - BLDG 12 WEST

S-244 STRUCTURAL ELEVATION - BLDG 12 NORTH & SOUTH

S-276 STRUCTURAL INTERIOR ELEVATION - BLDG 12 BASEMENT

S-245 STRUCTURAL ELEVATION - BLDG 13 NORTH & EAST

S-246 STRUCTURAL ELEVATION - BLDG 13 SOUTH & WEST

S-247 STRUCTURAL ELEVATION - BLDG 13S

S-248 STRUCTURAL ELEVATION - BLDG 14 WEST

S-249 STRUCTURAL ELEVATION - BLDG 14 SOUTH & NORTH

S-251 STRUCTURAL ELEVATION - BLDG 15-16 EAST

S-252 STRUCTURAL ELEVATION - BLDG 15-16 NORTH & SOUTH

S-253 STRUCTURAL ELEVATION - BLDG 15-16 WEST

BUILDING 1

BUILDING 2

BUILDING 3

BUILDING 5

BUILDING 8

BUILDING 9

BUILDING 11

BUILDING 12

BUILDING 13

S-129 STRUCTURAL REPAIR PLAN - BLDG 22 BASEMENT

S-254 STRUCTURAL ELEVATION - BLDG 22

S-282 STRUCTURAL INTERIOR ELEVATIONS-BLDG 22 BASEMENT

S-130 STRUCTURAL REPAIR PLAN - BLDG 25 BASEMENT

S-255 STRUCTURAL ELEVATION - BLDG 25 WEST & SOUTH

S-256 STRUCTURAL ELEVATION - BLDG 25 EAST & NORTH

S-283 STRUCTURAL INTERIOR ELEVATION - BLDG 25 BASEMENT

S-257 STRUCTURAL ELEVATION - BLDG 45

S-258 STRUCTURAL ELEVATION - BLDG 60 NORTH & WEST

S-259 STRUCTURAL ELEVATION - BLDG 60 SOUTH & EAST

BUILDING 14

BUILDING 15-16

BUILDING 22

BUILDING 25

BUILDING 45

BUILDING 60

S-501 STRUCTURAL DETAILS

5/31/2023

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AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL NOTES & LEGEND FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31 S-002

631-19-003

DJS LAJ

GENERAL SYMBOLS

HANDRAIL

DEMO

X ROOF LEGEND KEY

X KEYED NOTE

ELEVATION LABELTOP OF SLAB

0'-0"

DEMOLISH/REMOVE

CONCRETE STEP

LINETYPE LEGEND

DEMOLITION WALL/EXTENT

UNO UNLESS NOTED OTHERWISE

BLDG BUILDING

BOT BOTTOM

℄ CENTERLINE

CMU CONCRETE MASONRY UNIT

CY CUBIC YARDS

DIA DIAMETER

EMB EMBED

(E) EXISTING

f'c CONCRETE COMPRESSIVE STRENGTH

FT FOOT

GA GUAGE

HORZ HORIZONTAL

IN INCH

KB KNEE BRACE

LB POUND

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

NOM NOMINAL

OC ON CENTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

SF SQUARE FEET

SOG SLAB ON GRADE

THK THICK

TYP TYPICAL

VERT VERTICAL

WWR WELDED WIRE REINFORCEMENT

GENERAL ABBREVIATIONS

COLUMN CENTER LINE

REV 0 - FINAL BID DOCUMENTS 2023-05-31

GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB-CONTRACTORS, TO PROVIDE A

COMPLETE AND FINISHED PROJECT.

2. THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS AND MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROTECT THE OCCUPANTS, VISITORS AND CUSTOMERS FROM THE HAZARDS OF

CONSTRUCTION.

3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.

4. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS.

5. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTORS SKILLED IN THEIR RESPECTIVE

TRADES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS OWN WORKMANSHIP TO THE EXTENT THAT SATISFIES

THE VA COR.

7. THE CONTRACTOR, AND VA COR SHALL BE RESPONSIBLE FOR SPECIFICATIONS OF ALL MATERIALS NOT SPECIFIED ON THE THE DRAWINGS OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE SELECTION OF ALL COMPONENT COLORS, MODEL NUMBERS, SIZES, ETC. OF ALL BUILDING ELEMENTS WITH THE VA COR BEFORE ORDERING MATERIALS.

8. ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD OF TIME SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL PAYMENT TO THE CONTRACTOR.

9. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS, NO ADDITIONAL PAYMENT WILL BE MADE FOR FAILURE TO

ACCOUNT FOR OBSERVABLE CONDITIONS.

10. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING AND NEIGHBORHOOD. ALL WINDOW AC UNITS SHOULD BE COVERED AND OFF WHEN IN CLOSE PROXIMITY.

11. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, ETC.

AS REQUIRED FOR WORKMAN, MATERIAL INSTALLATION, WORK PROTECTION, ETC. OR AS DISCUSSED AND ALLOWED BY THE VA COR.

12. THE CONTRACTOR SHALL PROVIDE THE VA COR A COMPLETE MAINTENANCE & OPERATIONAL INSTRUCTIONS IN BOTH WRITTEN & VERBAL

FORM FOR ALL CONTRACTOR PROVIDED EQUIPMENT.

13. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE DRAWINGS IN A TIMELY MANNER.

14. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE INTERNATIONAL ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) WHETHER OR NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE

DRAWINGS.

15. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF HAVING OTHER CONSTRUCTION PROJECTS

GOING ON AT THE SAME TIME. COORDINATE WITH VA COR.

16. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES WITH VA COR AND VA STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR AROUND LOADING DOCK UNLESS AUTHORIZED BY THE VA COR. THE VA WILL

NOT RECEIVE CONTRACTOR MATERIAL.

17. CONTRACTOR TO REVIEW AND LOCATE ALL DUMPSTER LOCATIONS WITH VA COR PRIOR TO START OF WORK. CONTRACTOR TO PLACE ALL DUMPSTERS WITHIN 10 FEET OF A BUILDING. COORDINATE DUMPSTER LOCATION WITH VA COR WHEN THIS IS NOT POSSIBLE. ANY DUMPSTER WITHIN 20 FEET OF A BUILDING WILL REMAIN COVERED WHEN NOT IN USE. CONTRACTOR SHALL USE TEMPORARY MARKINGS

AND SIGNAGE TO INDICATE DUMPSTER PLACEMENT.

18. CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND APPROVAL.

19. IF A SAFETY SYSTEM IS OUT OF SERVICE FOR MORE THAN (4) HOURS OR A SITUATION OCCURS THAT EFFECTS SAFETY TO PATIENT OR THE HOSPITAL FOR MORE THAN (4) HOURS, THE CONTRACTOR IS TO NOTIFY VA COR A MINIMUM OF 48 HOURS IN ADVANCE TO

COORDINATE INTERIM LIFE SAFETY MEASURES (ILSM).

20. HOT WORK SHALL FOLLOW VA REQUIEMENTS. PERMIT REQUIRED.

21. IF CONTRACTOR ENCOUNTERS MECHANICAL EQUIPMENT PREVIOUSLY ABANDONED IN PLACE, COORDINATE REMOVAL AND REPAIR WITH

THE COR ON A CASE BY CASE BASIS.

XXX

SPOT ELEVATION

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL NOTES & LEGEND FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31 S-003

631-19-003

DJS LAJ

REV 0 - FINAL BID DOCUMENTS 2023-05-31

1. CRACK SEALER - PENETRATING EPOXY HEALER/SEALER - EUCLID DURAL 50 LM - ULTRA-LOW VISCOSITY, LOW MODULUS, ACCELERATED EPOXY PENETRATING HEALER/SEALER FOR TREATMENT OF HAIRLINE

CRACKS IN CONCRETE HORIZONTAL CRACKS SUCH AS SLABS.

A. PENETRATING EPOXY SEALER: (2) COMPONENT, WATER BASED, 20% SOLIDS, CLEAR, PENETRATING EPOXY

HEALER/SEALER WITH THE FOLLOWING PROPERTIES:

1. VOC'S: 68 G/L

2. MIXED VISCOSITY: 80 TO 120 CPS @ 75 DEG F.

3. GEL TIME: 45 MINS @ 75 DEG F.

4. TACK FREE: 3 TO 5 HRS. @ 75 DEG F.

5. TENSILE STRENGTH: 800 PSI PER ASTM D638

6. TENSILE ELONGATION: 65% PER ASTM D638

7. SLANT SHEAR: >2,000 PSI @ 14 DAYS PER ASTM C882

8. REDUCTION IN CHLORIDE ION PENETRATION, AASHTO T 260, 90 DAYS

100% AT ½” DEPTH

100% AT 1” DEPTH

9. 89% IMPROVEMENT IN WATER ABSORPTION AT 7 DAYS PER ASTM C413

10. IMPROVEMENT IN ABRASION RESISTANCE PER ASTM C779 AT 7 DAYS

100% IMPROVEMENT @ 30 MINUTES

92.4% IMPROVEMENT @ 45 MINUTES

90.0% IMPROVEMENT @ 60 MINUTES

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

1. CONCRETE ADHESIVE - EPOXY ADHESIVE - EUCLID DURAL 452 GEL EPOXY - HIGH MODULES. GEL EPOXY ADHESIVE, DESIGNED FOR MOISTURE INSENSITIVE ADHESIVE FOR NON-SAG APPLICATIONS

A. TWO COMPONENT, HIGH MODULUS, PRE-PROPORTIONED, MOISTURE INSENSITIVE, VOC COMPLIANT, 100% SOLIDS EPOXY ADHESIVE. PRODUCTS SHALL CONFORM TO:

ASTM C 881 TYPES I, II, IV, AND V, GRADE 3, CLASS C.

MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES:

1. MINIMUM 10,000 PSI COMPRESSIVE STRENGTH

2. MINIMUM 2,800 PSI BOND STRENGTH

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION. TO ENSURE COMPATIBILITY

REPAIR MORTAR AND CURING COMPOUND SHALL BE FROM THE SAME MANUFACTURER.

2. CONCRETE BONDING ADHESIVE - EPOXY ADHESIVE - EUCLID DURAL 452 LV EPOXY - HIGH MODULUS

LOW VISCOSITY BONDING ADHESIVE

A. TWO COMPONENT, HIGH MODULUS, PRE-PROPORTIONED, MOISTURE INSENSITIVE, VOC COMPLIANT, 100% SOLIDS EPOXY ADHESIVE. PRODUCT SHALL CONFORM TO:

ASTM C 881 TYPES I, AND IV, GRADE 1, CLASS C.

MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES:

1. COMPRESSIVE YIELD PER ASTM D695 MINIMUM 15,500 PSI

2. BOND STRENGTH PER ASTM C882 MINIMUM 1,700 PSI @ 14 DAYS

3. MIXED VISCOSITY OF 450 CP

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION. TO ENSURE COMPATIBILITY

REPAIR MORTAR AND CURING COMPOUND SHALL BE FROM THE SAME MANUFACTURER.

3. OVERHEAD & VERTICAL REPAIR MORTAR - CEMENTOUS REPAIR MORTAR - EUCLID EUCURPEAIR V100, LOW SHRINKAGE, FIBER REINFORCED NSF/ANSI STANDARD 61 CERTIFIED VERTICAL AND OVERHEAD REPAIR MORTAR

A. TROWEL ABLE VERTICAL AND OVERHEAD REPAIR MORTAR: CEMENT-BASED, ONE COMPONENT, LOW SHRINKAGE, POLYMER MODIFIED, FIBER REINFORCED REPAIR MORTAR, SUITABLE FOR INTERIOR OR EXTERIOR USE, AND CONTAINING CORROSION INHIBITING ADMIXTURE. MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES NEAT:

1. COMPRESSIVE STRENGTH MINIMUM 2,000 PSI (13.8 MPA) AT 3 HOURS, MINIMUM 3,000 PSI (20.7 MPA) AT 1 DAY AND MINIMUM 4,500 PSI (31.0 MPA) AT 7 DAYS AND MINIMUM 6,000 PSI (41.4 MPA) AT 28 DAYS PER ASTM C 109, 2” (50 MM) CUBES

2. FLEXURAL STRENGTH MINIMUM 600 PSI (4.1 MPA) AT 28 DAYS PER ASTM C 348

3. LENGTH CHANGE MAXIMUM -0.02% AT 28 DAYS PER ASTM C157

4. BASIS OF DESIGN PRODUCT:

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

C. TO ENSURE COMPATIBILITY BONDING AGENT AND CURING COMPOUND WHERE USED SHALL BE FROM SAME

MANUFACTURER AS REPAIR MORTAR.

4. BONDING AGENT FOR CONCRETE REPAIRS - EUCLID EUCOWELD 2.0, LATEX BONDING AGENT FOR CONCRETE REPAIRS

AND TOPPINGS

A. SURFACE-APPLIED STYRENE ACRYLATE BONDING AGENT, NON-REDISPERSIBLE: ASTM C1059/C1059M, TYPE II MANUFACTURED TO ALLOW PLACEMENT OF CEMENTITIOUS MATERIALS WHILE BONDING AGENT IS STILL WET

OR UP TO 7 DAYS LATER AT 70 DEG F.

1. VOC CONTENT: LESS THAN 5 G/L.

2. ASTM C1583 DIRECT TENSION BOND STRENGTH: MINIMUM 370 PSI (2.55 MPA) AT 7

DAYS.

3. ASTM C882 SLANT SHEAR BOND STRENGTH: MINIMUM 2760 PSI (19 MPA) AT 14 DAYS

WET.

CRACK REPAIR PRODUCTS: (BASIS OF DESIGN)

1. CEMENT BASED WATERPROOFING AND DECORATIVE FINSIH FOR CONCRETE AND MASONRY SURFACES - EUCLID TAMOSEAL, CEMENT BASED WATERPROOFING AND DECORATIVE FINISH FOR CONCRETE AND MAOSNRY SURFACES

A. CEMENT BASED, POLYMER MODIFIED, COATING DESIGNED TO WATERPROOF AND DECORATE CONCRETE AND

MASONRY SURFACES. MATERIAL SHALL PROVIDE THE FOLLOWING CHARACTERISTICS:

1. COMPRESSIVE STRENGTH MINIMUM PER ASTM C 109

7 DAYS C. 4,500 PSI

28 DAYS E. 6,400 PSI

2. FLEXURAL STRENGTH MINIMUM PER ASTM C 348

7 DAYS G. 350 PSI

28 DAYS I. 810 PSI

3. TENSILE STRENGTH PER ASTM C 190

7-DAY K. 330 PSI

28-DAY M. 390 PSI

4. ABSORPTION ASTM C 67

24 HOUR SOAK 4.4%

5 HOUR BOIL 3.9%

5. FREEZE THAW RESISTANCE ASTM C 672

LOSS AT 50 CYCLES 1.2%

6. DURABILITY FACTOR PER ASTM C666

AFTER 300 CYCLES 101.0

7. WATER PERMEANCE ASTM E 514 (AFTER COATING LEAKING WALL)

EXTENT OF DAMP AREA: 72 HOURS 0.0%

MAXIMUM LEAKAGE: 1 HOUR NONE

LEAKAGE RATE: ML/HR NONE

PERMEANCE RATING EXCELLENT

8. FUNGUS GROWTH: FED TEST 141 METHOD 6272…. RESISTANT

9. WEATHEROMETER ASTM G96

6,000 HOURS NO CRAZING, CRACKING, CHIPPING OR FLAKING. LIGHT CHALKING AND COLOR CHANGE.

NO OTHER DETERIORATION.

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

1. PENTRATING SILANE TREATMENT FOR CONCRETE AND MASONRY - EUCLID SILANE 100 C,

100% PENETRATING SILANE TREATMENT FOR CONCRETE AND MASONRY SURFACES

A. PENETRATING WATER REPELLENT: CLEAR PENETRATING SEALER CONSISTING OF

100% SILANE AND MEETING THE FOLLOWING CRITERIA:

1. FLASH POINT: 154 DEG F (67.8 DEG C).

2. 89 PERCENT REDUCTION IN CHLORIDE CONTENT NCHRP NO. 244, SERIES II

3. 91 PERCENT REDUCTION IN WATER ABSORPTION NCHRP NO. 244, SERIES II

4. NO CHANGE - ACCELERATED WEATHERING (SOUTHERN EXPOSURE) NCHRP 244, SERIES IV

5. 95 PERCENT REDUCTION IN CHLORIDE ION CONTENT NCHRP NO. 244, SERIES IV

6. VOC'S: 331 G/L

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

2. WATER BASED SILANE/SILOXANE PENETRATING WATER REPELLANT SEALANT - EUCLID BARACADE WB244, WATER BASED SILANE/SILOXANE PENETRATING WATER REPELLANT SEALER FOR CONCRETE AND MASONRY SURFACES

A. PENETRATING WATER REPELLENT: WATER BASED, READY TO USE, SILANE/SILOXANE BLEND, PENETRATING, CLEAR WATER REPELLANT SEALER DESIGNED FOR USE ON CONCRETE AND MASONRY SURFACES.

1. VISCOSITY: 50 CPS

2. FLASH POINT: >200 DEG F.

3. NCHRP NO. 244 REDUCTION IN CHLORIDE CONTENT

AVERAGE 82%4.

4. NCHRP NO. 244 REDUCTION IN WEIGHT GAIN

21 DAYS 85%5.

5. REDUCTION IN WATER ABSORPTION SS-W-110C 88%

6. VOC'S: 50 G/L

7. AVERAGE DEPTH OF PENETRATION: 3/8”

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

3. NON-SAG HYBRID JOINT SEALANT - EUCLID EUCOLASTIC 1NS - NON-SAG, SINGLE COMPONENT, POLYURETHANE HYBRID SEALANT A. NON-SAG POLYURETHANE HYBRID JOINT SEALANT: PROVIDE SINGLE COMPONENT, NON-SAG, MOISTURE CURE, POLYURETHANE HYBRID JOINT SEALANT EXHIBITING THE FOLLOWING PROPERTIES AT 75 DEG F.

1. EXTRUSION RATE PER ASTM C1183: 93.1 ML/MIN.

2. HARDNESS, SHORE A PER ASTM C661: 25

3. MOVEMENT CAPABILITY PER ASTM C719: +/- 35%

4. SKIN TIME: 1 HR.

5. TACK FREE TIME: 3-4 HRS.

6. ABRASION-IN-PEEL PER ASTM C794: CONCRETE 18-22 PLI

NO ADHESION LOSS

7. STAIN & COLOR CHANGE ASTM C510: NO STAIN/NO VISIBLE COLOR CHANGE

8. ACCELERATED AGING PER ASTM C793: PASS

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

4. SELF CONSOLIDATED CONCRETE REPAIR MORTAR - EUCLID EUCORPAIR SCC -SELF CONSOLIDATED REPAIR MORTAR A. SELF-CONSOLIDATING CONCRETE REPAIR MORTAR FOR APPLICATION THICKNESSES FROM 1” (2.5 CM) TO FULL DEPTH:

ONE COMPONENT, SELF-CONSOLIDATING REPAIR MORTAR THAT IS SHRINKAGE-COMPENSATED, POLYMER AND MICROFIBER MODIFIED, AND CONTAINS AN INTEGRAL CORROSION INHIBITOR. MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES:

1.COMPRESSIVE STRENGTH MINIMUM 2,700 PSI (18.6 MPA) AT 1 DAY AND MINIMUM 5,500 PSI (37.0 MPA) AT 28 DAYS

PER ASTM C39, 3” X 6” CYLINDERS AT 0.5 GAL/50 LB. BAG

2. FLEXURAL STRENGTH MINIMUM 900 PSI (6.2 MPA) AT 28 DAYS PER ASTM C 78

3. CHLORIDE PERMEABILITY MAXIMUM <1,800 COULOMBS PER ASTM C 1202

4. LENGTH CHANGE <0.05% AT 28 DAYS PER ASTM C157

5. CRACK RESISTANCE PER ASTM C1581

NET TIME UNTIL CRACKING: 15.5 DAYS MINIMUM

STRESS RATE: 16 PSI/DAY MAXIMUM

POTENTIAL FOR CRACKING: MODERATE-LOW

6. SLUMP FLOW PER ASTM C1611

INITIAL 24 - 33 INCHES (66 CM)

7. J-RING SLUMP FLOW PER ASTM C1621

25 INCHES (63.5 CM)

PASSING ABILITY: 0.75 INCH (1.9 CM) NO VISIBLE BLOCKING

8. FREEZE THAW RESISTANCE OF 300 CYCLES…98% DYNAMIC MODULUS PER ASTM C 666

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

C. TO ENSURE COMPATIBILITY BONDING AGENT AND CURING COMPOUND WHERE USED SHALL BE FROM SAME

MANUFACTURER AS REPAIR MORTAR.

5. LOW SHRINKAGE FIBER REINFORCED, VERTICAL & OVERHEAD REPAIR MORTAR - EUCLID EUCORPAIR V100 - LOW SHRINKAGE, FIBER REINFORCED, NSF/ANSI STANDARD 61 CERTIFIED VERTICAL AND OVERHEAD REPAIR MORTAR

A. TROWELABLE VERTICAL AND OVERHEAD REPAIR MORTAR: CEMENT-BASED, ONE COMPONENT, LOW SHRINKAGE, POLYMER MODIFIED, FIBER REINFORCED REPAIR MORTAR, SUITABLE FOR INTERIOR OR EXTERIOR USE, AND CONTAINING CORROSION INHIBITING ADMIXTURE. MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES NEAT:

2. FLEXURAL STRENGTH MINIMUM 600 PSI (4.1 MPA) AT 28 DAYS PER ASTM C 348

3. LENGTH CHANGE MAXIMUM -0.02% AT 28 DAYS PER ASTM C157

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

C. TO ENSURE COMPATIBILITY BONDING AGENT AND CURING COMPOUND WHERE USED SHALL BE FROM

SAME MANUFACTURER AS REPAIR MORTAR.

6. LATEX BONDING AGENT/PRIMER FOR CONCRETE REPAIRS AND TOPPINGS - EUCLID LATEX BONDING AGENT FOR CONCRETE

REPAIRS AND TOPPINGS

A. SURFACE-APPLIED STYRENE ACRYLATE BONDING AGENT, NON-REDISPERSIBLE: ASTM C1059/C1059M, TYPE II MANUFACTURED TO ALLOW PLACEMENT OF CEMENTITIOUS MATERIALS WHILE BONDING

AGENT IS STILL WET OR UP TO 7 DAYS LATER AT 70 DEG F.

1. VOC CONTENT: LESS THAN 5 G/L.

2. ASTM C1583 DIRECT TENSION BOND STRENGTH: MINIMUM 370 PSI (2.55 MPA) AT 7 DAYS

3. ASTM C882 SLANT SHEAR BOND STRENGTH: MINIMUM 2760 PSI (19 MPA) AT 14 DAYS WET.

7. REPAIR MORTAR AND UNDERLAYMENT - EUCLID TAMMSPATCH II - TWO COMPONENT REPAIR MORTAR AND UNDERLAYMENT A. TROWELABLE OR FLOWABLE HORIZONTAL OR VERTICAL REPAIR AND TOPPING MORTAR FOR APPLICATION THICKNESSES

UP TO 1” (2.5 CM) NEAT AND LIFTS UP TO 2.5” (6.3 CM) EXTENDED: CEMENT-BASED, TWO-COMPONENT, POLYMER MODIFIED REPAIR MORTAR, SUITABLE FOR INTERIOR OR EXTERIOR USE. MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES NEAT:

1. COMPRESSIVE STRENGTH MINIMUM 3,000 PSI (20.7 MPA) AT 7 DAYS AND MINIMUM 5,000 PSI (34.5 MPA) AT 28 DAYS PER ASTM C 109

2. FLEXURAL STRENGTH MINIMUM 900 PSI (6.2 MPA) AT 28 DAYS PER ASTM C 348

3. SHRINKAGE OF -0.023% AT 28 DAYS PER ASTM C157

4. FREEZE THAW RESISTANCE OF 300 CYCLES…91% DYNAMIC MODULUS PER ASTM C 666

B. MANUFACTURER SHALL HAVE ISO 9001 QUALITY CERTIFICATION.

C. TO ENSURE COMPATIBILITY BONDING AGENT AND CURING COMPOUND WHERE USED SHALL BE FROM SAME

MANUFACTURER AS REPAIR MORTAR.

1. PAINT AND PRIMER FOR EXTERIOR CONCRETE - PAINT VERTICAL CONCRETE SURFACES

A. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE

SHERWIN-WILLIAMS COMPANY (THE); PRODUCTS INDICATED OR COMPARABLE PRODUCTS.

1. LATEX SYSTEM:

a.) PRIME COAT: PRIMER SEALER, LATEX.

1) S-W LOXON CONCRETE & MASONRY PRIMER SEALER, A24W8300,

AT 8.0 MILS (0.203 MM) WET, 3.2 MILS (0.081 MM) DRY.

b.)TOPCOAT: LATEX, EXTERIOR, SATIN.

1) S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES, AT 4.0 MILS

(0.102 MM) WET, 1.5 MILS (0.038 MM) DRY, PER COAT.

APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI MANUAL."

1. IF PROJECT REQUIRES RESTRICTED APPLICATION METHOD (E.G., USING ONLY SPRAY OR ROLLERS), REVISE FIRST

SUBPARAGRAPH BELOW ACCORDINGLY.

-USE APPLICATORS AND TECHNIQUES SUITED FOR PAINT AND SUBSTRATE INDICATED.

-PAINT SURFACES BEHIND MOVABLE ITEMS SAME AS SIMILAR EXPOSED SURFACES. BEFORE FINAL INSTALLATION, PAINT SURFACES BEHIND PERMANENTLY FIXED ITEMS WITH PRIME COAT ONLY.

-PAINT BOTH SIDES AND EDGES OF EXTERIOR DOORS AND ENTIRE EXPOSED SURFACE OF EXTERIOR DOOR FRAMES.

-RETAIN FIRST SUBPARAGRAPH BELOW IF REQUIRED FOR STEEL WINDOWS.

-PAINT ENTIRE EXPOSED SURFACE OF WINDOW FRAMES AND SASHES.

DO NOT PAINT OVER LABELS OF INDEPENDENT TESTING AGENCIES OR EQUIPMENT NAME, IDENTIFICATION, PERFORMANCE RATING, OR NOMENCLATURE PLATES.

DRY FILM THICKNESS TESTING: OWNER MAY ENGAGE THE SERVICES OF A QUALIFIED TESTING AND

INSPECTING AGENCY TO INSPECT AND TEST PAINT FOR DRY FILM THICKNESS.

CONTRACTOR SHALL TOUCH UP AND RESTORE PAINTED SURFACES DAMAGED BY TESTING. IF TEST RESULTS SHOW THAT DRY FILM THICKNESS OF APPLIED PAINT DOES NOT COMPLY WITH PAINT MANUFACTURER'S WRITTEN RECOMMENDATIONS, CONTRACTOR SHALL PAY FOR TESTING AND APPLY ADDITIONAL COATS AS NEEDED TO PROVIDE DRY FILM THICKNESS THAT

COMPLIES WITH PAINT MANUFACTURER'S WRITTEN RECOMMENDATIONS.

CLEANING AND PROTECTION

AT END OF EACH WORKDAY, REMOVE RUBBISH, EMPTY CANS, RAGS, AND OTHER DISCARDED MATERIALS FROM PROJECT SITE.

AFTER COMPLETING PAINT APPLICATION, CLEAN SPATTERED SURFACES. REMOVE SPATTERED PAINTS BY WASHING, SCRAPING, OR OTHER METHODS. DO NOT SCRATCH OR DAMAGE ADJACENT FINISHED SURFACES.

PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER TRADES BY CLEANING, REPAIRING, REPLACING, AND REFINISHING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN UNDAMAGED CONDITION.

AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.

A. HAIRLINE CRACKS

- FOR VERTICAL OR HORIZONTAL WHICH ARE < 3/16” WIDE, EUCLID DURAL 452 EPOXIES ARE RECOMMENDED.

THESE CRACKS SHOULD BE CHASED OR SCORED WITH A ¼” - 3/8” DIAMOND BLADE. ONCE CLEANED, BONDING MATERIAL CAN BE CAN BE APPLIED AND/OR INJECTED DEPENDING ON THE DEPTH OF THE CRACK.

B. SHALLOW REPAIR <3” DEPTH

- UNSOUND CONCRETE SURFACE AREAS SHALL HAVE THE PERIMETER BOUNDARIES SAW CUT

TO A MINIMUM DEPTH OF 1/2 INCH OR LESS IF SUCH DEPTH WILL CAUSE SAW TO COME IN

CONTACT WITH EMBEDDED REINFORCING STEEL. ALL SAW CUTS SHALL BE MADE

PERPENDICULAR TO THE CONCRETE SURFACE AND ALL CONCRETE REMOVAL BOUNDARIES

SHALL BE STRAIGHT AND ALIGNED PARALLEL TO OPPOSITE BOUNDARY EDGES RESULTING IN

REPAIR AREAS THAT ARE RECTANGULAR IN SHAPE.

ALL CONCRETE SHALL BE REMOVED FROM WITHIN THE REPAIR BOUNDARY TO MINIMUM DEPTH

OF 1/2 INCH. PROVIDE A SURFACE WITH SUITABLE PROFILE FOR BOND AS DEFINED IN REPAIR

MORTAR MANUFACTURER'S WRITTEN RECOMMENDATIONS. IF DELAMINATION'S, CRACKING, OR

UNSOUND MATERIALS EXIST BEYOND THE MINIMUM REMOVAL DEPTH, THEN REMOVAL

SHALL CONTINUE UNTIL ALL UNSOUND, DELAMINATED, AND CRACKED CONCRETE HAS BEEN

REMOVED FROM THE CAVITY.

APPLY BONDING AGENT EUCOWELD 2.0 BONDING AGENT WITH EUCLID EUCO REPAIR

V100 WHICH IS A VERTICAL AND HORIZONTAL AND OVERHEAD

REPAIR MORTAR THAT IS POLYMER MODIFIED MICRO FIBERS REINFORCED, SHRINKAGE

COMPENSATED AND CONTAINS INTEGRAL CORROSION INHIBITOR.

MIX AND PLACE EPOXY ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN

INSTRUCTIONS. PLACE CONCRETE OR REPAIR MORTAR OVER EPOXY ADHESIVE WITHIN THE

MAXIMUM ALLOWABLE TIME.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR REINFORCING ROD EMBEDMENT DEPTH

AND HOLE DIAMETER.

C. WALL REPAIR > 3” DEPTH

-EXAMINE CONCRETE SURFACES TO RECEIVE EPOXY BONDING AGENT. NOTIFY ENGINEER IF SURFACES ARE NOT ACCEPTABLE. DO NOT BEGIN SURFACE PREPARATION OR APPLICATION UNTIL UNACCEPTABLE CONDITIONS ARE CORRECTED.

CONCRETE REMOVAL: REMOVE ALL LOOSE AND UNSOUND CONCRETE PER ICRI GUIDELINE 310.1R “GUIDE FOR SURFACE PREPARATION”.

PREPARING REINFORCING STEEL: CLEAN AND PREPARE EMBEDDED REINFORCING STEEL PER ICRI GUIDELINE 310.1R.

WHERE 1/2 OR MORE OF THE DIAMETER OF THE REINFORCEMENT STEEL IS EXPOSED EITHER BY

EXISTING CONDITIONS OR CONCRETE REMOVAL, THE BOND BETWEEN THE CONCRETE AND

THE REINFORCING STEEL IS BROKEN, OR CORROSION IS PRESENT THE CONCRETE SHALL BE REMOVED TO PROVIDE A MINIMUM 3/4-INCH CLEARANCE AROUND THE ENTIRE PERIMETER OF THE STEEL AND

ALONG THE ENTIRE EXPOSED LENGTH.

CLEAN ALL EXPOSED REINFORCING STEEL TO BRIGHT STEEL, PRIOR TO INSTALLATION OF REPAIR MORTAR.

IF SECTION LOSS OF A REINFORCING BAR IS MORE THAN 25% OR 20% IN TWO OR MORE ADJACENT

BARS CONTACT ENGINEER.

CONCRETE PREPARATION AND CLEANING: AREAS TO RECEIVE CONCRETE REPAIR SHALL BE STRUCTURALLY SOUND AND FREE FROM DETERIORATED CONCRETE, DUST, DIRT, PAINT, OIL, EFFLORESCENCE, LAITANCE, AND OTHER CONTAMINANTS, AND SHALL HAVE A CONCRETE SURFACE PROFILE (CSP) EQUAL TO THAT RECOMMENDED BY THE REPAIR MORTAR

MANUFACTURER PER ICRI GUIDELINE 310.2R.

CLEAN SURFACE USING UN-OILED COMPRESSED AIR OR VACUUM CLEAN.

MIX AND PLACE EPOXY ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

PLACE CONCRETE OR REPAIR MORTAR OVER EPOXY ADHESIVE WITHIN THE MAXIMUM ALLOWABLE TIME.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR REINFORCING ROD EMBEDMENT DEPTH AND HOLE DIAMETER.

APPLY BONDING AGENT EUCOWELD 2.0 BONDING AGENT WITH EUCLID EUCO REPAIR V100

WHICH IS A VERTICAL AND HORIZONTAL AND OVERHEAD REPAIR MORTAR THAT IS POLYMER MODIFIED

MICRO FIBERS REINFORCED, SHRINKAGE

COMPENSATED AND CONTAINS INTEGRAL CORROSION INHIBITOR.

D. STAIR REPLACEMENT

-REMOVE PORTIONS OF CONCRETE STAIRS AS NOTED ON DRAWINGS. WHERE NEW STAIRS

AND EXISTING CONCRETE INTERSECT SAWCUT JOINT AS STRAIGHT AS POSSIBLE. REMOVE PORTION

OF CONCRETE AS SHOWN ON DRAWINGS. APPLY BONDING AGENT OVER ADJACENT SURFACES TO

REMAIN AT CONNECTION POINTS. CLEAN EXCESS LOOSE MATERIAL ON EXISTING CONCRETE, HAND BRUSH REBAR FREE OF RUST AND LARGE CHUNKS OF CONCRETE. FORM AND POUR CONCRETE STAIRS

WITH 4,000 PSI LOW SLUMP CONCRETE. APPLY BROOM FINISH UNLESS OTHERWISE NOTED.

WHEN CURED SPAY SEALED ON FINISHED SURFACES.

E. SLAB REPLACEMENT

-REMOVE PORTIONS OF CONCRETE SLABS AS NOTED ON DRAWINGS. WHERE NEW SLABS

AND EXISTING SLABS INTERSECT SAWCUT JOINT AS STRAIGHT AS POSSIBLE. REMOVE PORTION OF

CONCRETE AS SHOWN ON DRAWINGS. APPLY BONDING AGENT OVER ADJACENT SURFACES TO

REMAIN AT CONNECTION POINTS. CLEAN EXCESS LOOSE MATERIAL ON EXISTING CONCRETE, HAND BRUSH REBAR FREE OF RUST AND LARGE CHUNKS OF CONCRETE. FORM AND POUR CONCRETE SLAB

WITH 4,000 PSI LOW SLUMP CONCRETE. APPLY BROOM FINISH UNLESS OTHERWISE NOTED.

WHEN CURED APPLY SEALER ON EXPOSED SURFACES.

F. WALL REPLACEMENT

-REMOVE AND CLEAN PORTION OF CONCRETE WALL AS NOTED ON DRAWINGS. WHERE NEW WALLS

AND EXISTING WALLS INTERSECT SAWCUT JOINT AS STRAIGHT AS POSSIBLE. REMOVE PORTION OF

CONCRETE AS SHOWN ON DRAWINGS. APPLY BONDING AGENT OVER WALL SURFACES TO REMAIN

AT CONNECTION POINTS. CLEAN EXCESS LOOSE MATERIAL ON EXISTING CONCRETE, HAND

BRUSH REBAR FREE OF RUST AND LARGE CHUNKS OF CONCRETE. FORM AND POUR CONCRETE WALL

WITH 4,000 PSI LOW SLUMP CONCRETE.

WHEN CURED REMOVE FORMS AND SEAL NEW AND OR EXPOSED PORTION OF ADJEASENT

WALLS WITH 3 FEET OF THE NEW WALL.

G. PARGE COAT REPAIRS

-CONCRETE REMOVAL: REMOVE ALL LOOSE AND UNSOUND CONCRETE PER RECOMMENDATIONS OF ICRI GUIDELINES 310.2R “SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, POLYMER OVERLAYS AND CONCRETE REPAIR” AREAS TO BE REPAIRED SHALL HAVE PERIMETER BOUNDARIES SAW CUT TO MINIMUM DEPTH OF 1/2" INCH OR LESS IF SUCH DEPTH WILL CAUSE SAW TO COME IN CONTACT WITH EMBEDDED

REINFORCING STEEL. SAW CUTS SHALL BE MADE PERPENDICULAR TO THE CONCRETE SURFACE

AND ALL CONCRETE REMOVAL BOUNDARIES SHALL BE STRAIGHT AND ALIGNED PARALLEL TO

OPPOSITE BOUNDARY EDGES RESULTING IN REPAIR AREAS THAT ARE RECTANGULAR IN SHAPE.

THE ASPECT RATIO OF THE REPAIR AREA SHALL BE AS SQUARE AS POSSIBLE, NOT EXCEEDING

1.5.1 ODD SHAPES SHALL BE AVOIDED. IF THEY CANNOT BE AVOIDED, RE-ENTRANT CORNERS

SHALL BE MITERED OR REINFORCED TO LIMIT CRACKING AT THESE LOCATIONS.

APPLY TROWELABLE VERTICAL AND OVERHEAD REPAIR MORTAR: CEMENT-BASED, ONE COMPONENT, LOW SHRINKAGE, POLYMER MODIFIED, FIBER REINFORCED REPAIR MORTAR, SUITABLE FOR INTERIOR OR EXTERIOR USE, AND CONTAINING CORROSION INHIBITING ADMIXTURE. AT AREAS WHERE A BONDING AGENT HAS NOT BEEN SPECIFIED, THE SATURATED-SURFACE DRY (SSD) CONCRETE SHALL BE PRIMED WITH A SCRUB COAT OF THE SPECIFIED REPAIR MORTAR.

1. SOAK THE REPAIR AREA WITH POTABLE WATER TO ACHIEVE A SATURATED-SURFACE DRY (SSD) CONDITION.

2. THE REPAIR MORTAR MUST BE MADE BEFORE THE SCRUB COAT DRIES OUT.

3. REPAIR MORTAR TROWEL APPLIED: MIX AND PLACE REPAIR MORTAR PER MANUFACTURER'S

RECOMMENDATIONS WITHIN THE OPEN TIME OF THE PRODUCT SCRUB COAT OR ANY

BONDING AGENTS.

APPLY EUCLID TAMMS CEMENTITIOUS COATING WHICH WILL PROIVDE A WATERPROOF FINISH.

H. PAINTING

-CONCRETE PREPARATION AND CLEANING: AREAS TO MUST BE SOUND AND FREE FROM DETERIORATED CONCRETE, DUST, DIRT, DEBRIS, LOOSENED CONCRETE, PAINT, OIL, EFFLORESCENCE, LAITANCE, CURING COMPOUNDS AND OTHER CONTAMINANTS. NEW CONCRETE AND MASONRY MUST BE CURED A MINIMUM 7 DAYS BEFORE APPLICATION OF COATING. ABRADE THE SURFACE TO PROVIDE AN ABSORPTIVE SURFACE. REPAIR ALL SURFACE DEFECTS INCLUDING CRACKS AND VOIDS. ALLOW PATCHES AND OTHER SURFACE PREPARATIONS TO CURE FOR 24 HOURS.

MATERIAL CAN BE HAND BRUSHED, OR ROLLER APPLIED: APPLY SUFFICIENT MATERIAL TO FILL ALL VOIDS.

FINAL STROKES SHOULD ALL BE IN ONE DIRECTION TO PRODUCE AN EVEN TEXTURE AND FINISH. APPLY PRIMER AND TWO FINISH COATS, ALLOW FIRST COAT TO DRY FOR 12 TO 24 HOURS BEFORE APPLYING A SECOND COAT.

FINAL STROKES FOR THE SECOND COAT SHALL BE PERPENDICULAR TO THE FINAL STROKES OF THE FIRST COAT.

J. FRACTURE CRACKS

-FOR VERTICAL OR HORIZONAL CRACKS THAT ARE > 3/16”. ONCE CLEANED, HIGH MODULUS. LOW

VISCOSITY EPOXY BONDING MATERIAL CAN BE APPLIED AND / OR INJECTED, ONCE THE

CRACKS HAVE BEEN FILLED THE LARGE CUT AND OR / GAUGE VOID SPACE THAT IS CREATED THE

CONCRETE SURFACE CAN BE FILLED. USE LOW SHRINKAGE, FIBER REINFORCED, NFS/ANSI

STANDARD 61 VITRIFIED VERTICAL AND OVERHEAD REPAIR MORTAR.

K. HORIZONTAL JOINT REPAIR

-GRIND OUT THE HORIZONTAL MORTAR JOINT BETWEEN THE JOINT FROM THE TO THE WATER TABLE

AND BRICK AD HORIZONTAL JOINT BETWEEN LIMESTONE WATER TABLE OR

CONCRETE TO BRICK USE A SINGLE COMPONENT, NON-SAG,

MOISTURE CURED, POLYURETHANE HYBRID JOINT SEALANT.

THE JOINT WIDTH SHOULD BE 4 TIMES THE EXPECTED JOINT MOVEMENT,

BUT NOT LESS THAN 1/4" (6 MM). WIDTH TO DEPTH RATIOS SHOULD BE EQUAL FOR JOINTS THAT

ARE 1/4" (6 MM) TO 1/2" (13 MM) IN WIDTH. USE BACKER ROD OR BOND BREAKER TAPE TO

LIMIT THE DEPTH OF APPLICATION AND TO PREVENT THREE-SIDED ADHESION

APPLY EUCLID EUCOLASTIC 1NS SINGLE-COMPONENT, NON-SAG POLYURETHANE HYBRID

SEALANT WITH ACKER ROD. DISPENSE THE SEALANT DIRECTLY FORM THE CARTRIDGE INTO THE JOINT.

ONCE THE SEALANT IS IN THE JOIST TOOL THE SEALANT USING A ROUND SPATULA TO CREATE

A CONCAVE SURFACE.

L. COLORED PARGE REPAIRS

-CONCRETE REMOVAL: REMOVE ALL LOOSE AND UNSOUND CONCRETE PER RECOMMENDATIONS GUIDELINE 310.2R "SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, POLYMER OVERLAYS

AND CONCRETE REPAIR”

AREAS TO BE REPAIRED SHALL HAVE PERIMETER BOUNDARIES SAW CUT TO MINIMUM DEPTH OF

1/2 INCH OR LESS IF SUCH DEPTH WILL CAUSE SAW TO COME IN CONTACT WITH EMBEDDED

REINFORCING STEEL. SAW CUTS SHALL BE MADE PERPENDICULAR TO THE CONCRETE SURFACE

AND ALL CONCRETE REMOVAL BOUNDARIES SHALL BE STRAIGHT AND ALIGNED PARALLEL TO

OPPOSITE BOUNDARY EDGES RESULTING IN REPAIR AREAS THAT ARE RECTANGULAR IN SHAPE.

THE ASPECT RATIO OF THE REPAIR AREA SHALL BE AS SQUARE AS POSSIBLE, NOT EXCEEDING

1.5.1 ODD SHAPES SHALL BE AVOIDED. IF THEY CANNOT BE AVOIDED, RE-ENTRANT CORNERS

SHALL BE MITERED OR REINFORCED TO LIMIT CRACKING AT THESE LOCATIONS.

CORROSION INHIBITING ADMIXTURE.

AT AREAS WHERE A BONDING AGENT HAS NOT BEEN SPECIFIED, THE SATURATED-SURFACE DRY (SSD) CONCRETE SHALL

BE PRIMED WITH A SCRUB COAT OF THE SPECIFIED REPAIR MORTAR.

1. SOAK THE REPAIR AREA WITH POTABLE WATER TO ACHIEVE A SATURATED-SURFACE DRY (SSD) CONDITION.

2. THE REPAIR MORTAR MUST BE MADE BEFORE THE SCRUB COAT DRIES OUT.

3. REPAIR MORTAR TROWEL APPLIED: MIX AND PLACE REPAIR MORTAR PER MANUFACTURER'S

RECOMMENDATIONS WITHIN THE OPEN TIME OF THE PRODUCT SCRUB COAT OR ANY

BONDING AGENTS.

APPLY EUCLID TAMMS CEMENTITIOUS COATING WHICH WILL PROIVDE A WATERPROOF FINISH.

A) EUCLID CHEMICAL COMPANY TAMOSEAL MODIFIED WITH AKRO 7T

B) COLOR: TO BE CHOSEN BY OWNER FROM MANUFACTURER'S LIST OF SPECIAL COLORS.

M. HORIZONTAL JOINT SEALER

-CLEAN OUT ANY LOOSE DEBRIS FROM THE HORIZONTAL JOINT BETWEEN THE JOINT FROM THE TO

THE WATER TABLE AND BRICK AD HORIZONTAL JOINT BETWEEN LIMESTONE WATER TABLE OR

CONCRETE TO BRICK USE A SINGLE COMPONENT, NON-SAG,

MOISTURE CURED, POLYURETHANE HYBRID JOINT SEALANT.

THE JOINT WIDTH SHOULD BE 4 TIMES THE EXPECTED JOINT MOVEMENT,

BUT NOT LESS THAN 1/4" (6 MM). WIDTH TO DEPTH RATIOS SHOULD BE EQUAL FOR JOINTS THAT

ARE 1/4" (6 MM) TO 1/2" (13 MM) IN WIDTH. USE BACKER ROD OR BOND BREAKER TAPE TO

LIMIT THE DEPTH OF APPLICATION AND TO PREVENT THREE-SIDED ADHESION.

APPLY EUCLID EUCOLASTIC 1NS SINGLE-COMPONENT, NON-SAG POLYURETHANE HYBRID

SEALANT WITH ACKER ROD. DISPENSE THE SEALANT DIRECTLY FORM THE CARTRIDGE INTO THE JOINT.

ONCE THE SEALANT IS IN THE JOIST TOOL THE SEALANT USING A ROUND SPATULA TO CREATE

A CONCAVE SURFACE.

FINISHING PRODUCTS: (BASIS OF DESIGN)

PATCHING PRODUCTS: (BASIS OF DESIGN) PAINT PRODUCTS: (BASIS OF DESIGN)

REPAIR EXECUTION: (BASIS OF DESIGN)

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

FINISH GRADE

VARIES

. 2

/S -2

. 1

/S -2

1(351.2) SF

(85.8 LF)

(568 SF)

(29.67 LF)

H1H

2K 2K

G3 (5.3 SF)

G3 (3.1 SF) G3 (4.7 SF) G3 (9.0 SF)

G3 (5.5 SF)BASEMENT FLR.

'-0

FIRST FLR.

SECOND FLR.

T.O. ATTIC SLAB

DJS LAJ

BUILDING 1 KEYPLAN

1A 1A 1A 1A

1A 1A

1B 1B 1B 1B

1B 1B

1E 1H

1J 1F

UNDER CONSTRUCTION

AS OF 4/17/2023

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

BUILDING 1, NORTH ELEVATION

REV 0 - FINAL BID DOCUMENTS 2023-05-31

GENERAL NOTES

1. SEE S-002 AND S-003 FOR S-SERIES NOTES & LEGENDS AND BASIS OF

DESIGN.

2. CLEAN AND REMOVE ALL MOLD AND MILDEW ALONG FOUNDATION

PERIMETER UP TO 30" ABOVE GRADE, MINIMUM.

3. KEYED NOTES ARE BUILDING SPECIFIC & MAY NOT BE USED ON EACH DWG.

4. NOT ALL EXISTING OBSTRUCTIONS, UTILITIES, EQUIPMENT, ETC. ARE

SHOWN. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO REVIEW

EXISTING CONDITIONS PRIOR TO START OF WORK, AND RESPONSIBLE FOR

SCHEDULING AND COORDINATING ANY TEMPORARY REMOVALS, POWER

SHUT-OFFS, ETC.

5. NEEDS TO BE CLEANED AND PREPPED FOR NEW COATING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL ELEVATION - BLDG 1

NORTH

FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31 S-203

631-19-003

KEYED NOTES

1 PAINT ALL CONCRETE SURFACES PER SPECIFICATIONS.

2 REMOVE EXISTING MORTAR AND SEALANT JOINT AT BASE OF BRICK AT THE

TOP OF FOUNDATION WALL. PROVIDE NEW SEALANT JOINT AFTER

FOUNDATION REPAIR WORK IS COMPLETE.

3 BOTTOM 2" OF PARGING REQUIRES REPAIR.

CONCRETE REPAIR QUANTITY

SCHEDULE

MARK DETAIL DESCRIPTION

12/S-501 HAIRLINE CRACK REPAIR

13/S-501 SHALLOW PATCH REPAIR (3" MAXIMUM

DEPTH)

7,8,9,10/S-501 WALL REPAIR (>3" DEPTH)

3,4,5,6/S-501 STAIR REPLACEMENT

14/S-501 SLAB/PAD REPLACEMENT

14/S-501 WALL REPLACEMENT

PARGE COAT REPAIR

PAINT COATING

FRACTURE CRACK REPAIR ( >3/16"

DEPTH)

HORIZONTAL JOINT REPAIRK

REFERENCE REPAIR EXECUTION NOTES ON S-003

S-003

S-003 COLORED PARGE COATING

M S-003 HORIZONTAL JOINT SEALER

TOTAL UNITS (THIS

DRAWING)

27.6 SF

919.2 SF

115.47 LF

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

BASEMENT FLR.

'-0

FIRST FLR.

SECOND FLR.

T.O. ATTIC SLAB

SUB-BASEMENT

. 1

/S -2

G 1

(18 SF)

(0.4 SF)

(1,023.4 SF)

(115.5 LF)

H 2

K 3

G 4(3.8 SF) G 4(5.3 SF)

G 4(10 SF)

DJS LAJ

BUILDING 1 KEYPLAN

1A 1A 1A 1A

1A 1A

1B 1B 1B 1B

1B 1B

1E 1H

1J 1F

UNDER CONSTRUCTION

AS OF 4/17/2023

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

BUILDING 1, NORTH ELEVATION (EAST SIDE)

REV 0 - FINAL BID DOCUMENTS 2023-05-31

GENERAL NOTES

1. SEE S-002 AND S-003 FOR S-SERIES NOTES & LEGENDS AND BASIS OF

DESIGN.

2. CLEAN AND REMOVE ALL MOLD AND MILDEW ALONG FOUNDATION

PERIMETER UP TO 30" ABOVE GRADE, MINIMUM.

3. KEYED NOTES ARE BUILDING SPECIFIC & MAY NOT BE USED ON EACH DWG.

4. NOT ALL EXISTING OBSTRUCTIONS, UTILITIES, EQUIPMENT, ETC. ARE

SHOWN. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO REVIEW

EXISTING CONDITIONS PRIOR TO START OF WORK, AND RESPONSIBLE FOR

SCHEDULING AND COORDINATING ANY TEMPORARY REMOVALS, POWER

SHUT-OFFS, ETC.

5. NEEDS TO BE CLEANED AND PREPPED FOR NEW COATING.

KEYED NOTES

1 REPAIR DETERIORATED/MISSING PARGE COATING. SEE S-501 FOR REPAIR

DETAILS.

2 NO REPAIR, PAINT ALL CONCRETE SURFACES PER SPECIFICATIONS.

3 REMOVE EXISTING MORTAR AND SEALANT JOINT AT BASE OF BRICK AT THE

TOP OF FOUNDATION WALL. PROVIDE NEW SEALANT JOINT AFTER

FOUNDATION REPAIR WORK IS COMPLETE.

4 BOTTOM 2" OF PARGING REQUIRES REPAIR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL ELEVATION - BLDG 1

NORTH EAST SIDE

FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31 S-204

631-19-003

CONCRETE REPAIR QUANTITY

SCHEDULE

MARK DETAIL DESCRIPTION

12/S-501 HAIRLINE CRACK REPAIR

13/S-501 SHALLOW PATCH REPAIR (3" MAXIMUM

DEPTH)

7,8,9,10/S-501 WALL REPAIR (>3" DEPTH)

3,4,5,6/S-501 STAIR REPLACEMENT

14/S-501 SLAB/PAD REPLACEMENT

14/S-501 WALL REPLACEMENT

PARGE COAT REPAIR

PAINT COATING

FRACTURE CRACK REPAIR ( >3/16"

DEPTH)

HORIZONTAL JOINT REPAIRK

REFERENCE REPAIR EXECUTION NOTES ON S-003

S-003

S-003 COLORED PARGE COATING

M S-003 HORIZONTAL JOINT SEALER

TOTAL UNITS (THIS

DRAWING)

37.5 SF

1,023.4 SF

115.5 LF

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

'-0

BASEMENT

FIRST FLR.

SECOND FLR.

T.O. ATTIC SLAB

FINISH GRADE

VARIES

. 1

/S -2

(844.1 SF)

(153.5 LF)

G 3(9.2 SF)

G 3(5.2 SF) G 3(10 SF)

DJS LAJ

BUILDING 1 KEYPLAN

1A 1A 1A 1A

1A 1A

1B 1B 1B 1B

1B 1B

1E 1H

1J 1F

UNDER CONSTRUCTION

AS OF 4/17/2023

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

BUILDING 1, NORTH ELEVATION (WEST SIDE)

REV 0 - FINAL BID DOCUMENTS 2023-05-31

GENERAL NOTES

1. SEE S-002 AND S-003 FOR S-SERIES NOTES & LEGENDS AND BASIS OF

DESIGN.

2. CLEAN AND REMOVE ALL MOLD AND MILDEW ALONG FOUNDATION

PERIMETER UP TO 30" ABOVE GRADE, MINIMUM.

3. KEYED NOTES ARE BUILDING SPECIFIC & MAY NOT BE USED ON EACH DWG.

4. NOT ALL EXISTING OBSTRUCTIONS, UTILITIES, EQUIPMENT, ETC. ARE

SHOWN. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO REVIEW

EXISTING CONDITIONS PRIOR TO START OF WORK, AND RESPONSIBLE FOR

SCHEDULING AND COORDINATING ANY TEMPORARY REMOVALS, POWER

SHUT-OFFS, ETC.

5. NEEDS TO BE CLEANED AND PREPPED FOR NEW COATING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL ELEVATION - BLDG 1

NORTH WEST SIDE

FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31 S-205

631-19-003

KEYED NOTES

1 NO REPAIR, PAINT ALL CONCRETE SURFACES PER SPECIFICATIONS.

2 REMOVE EXISTING MORTAR AND SEALANT JOINT AT BASE OF BRICK AT THE

TOP OF FOUNDATION WALL. PROVIDE NEW SEALANT JOINT AFTER

FOUNDATION REPAIR WORK IS COMPLETE.

3 BOTTOM 2" OF PARGING REQUIRES REPAIR.

CONCRETE REPAIR QUANTITY

SCHEDULE

MARK DETAIL DESCRIPTION

12/S-501 HAIRLINE CRACK REPAIR

13/S-501 SHALLOW PATCH REPAIR (3" MAXIMUM

DEPTH)

7,8,9,10/S-501 WALL REPAIR (>3" DEPTH)

3,4,5,6/S-501 STAIR REPLACEMENT

14/S-501 SLAB/PAD REPLACEMENT

14/S-501 WALL REPLACEMENT

PARGE COAT REPAIR

PAINT COATING

FRACTURE CRACK REPAIR ( >3/16"

DEPTH)

HORIZONTAL JOINT REPAIRK

REFERENCE REPAIR EXECUTION NOTES ON S-003

S-003

S-003 COLORED PARGE COATING

M S-003 HORIZONTAL JOINT SEALER

TOTAL UNITS (THIS

DRAWING)

24.4 SF

844.1 SF

153.5 LF

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

VARIESH 1(330.8 SF)

(95.6 LF) K 2

G 3(16 SF) 11

'-0

BASEMENT

FIRST FLR.

SECOND FLR.

T.O. ATTIC SLAB

FINISH GRADE

VARIES

H 1(290 SF)

(92.16 LF) K 2

G 3(16 SF)

DJS LAJ

BUILDING 1 KEYPLAN

1A 1A 1A 1A

1A 1A

1B 1B 1B 1B

1B 1B

1E 1H

1J 1F

UNDER CONSTRUCTION

AS OF 4/17/2023

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

BUILDING 1, WEST ELEVATION (LOOKING EAST)

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

BUILDING 1, EAST ELEVATION (LOOKING WEST)

1J 1H

REV 0 - FINAL BID DOCUMENTS 2023-05-31

GENERAL NOTES

1. SEE S-002 AND S-003 FOR S-SERIES NOTES & LEGENDS AND BASIS OF

DESIGN.

2. CLEAN AND REMOVE ALL MOLD AND MILDEW ALONG FOUNDATION

PERIMETER UP TO 30" ABOVE GRADE, MINIMUM.

4. KEYED NOTES ARE BUILDING SPECIFIC & MAY NOT BE USED ON EACH DWG.

5. NOT ALL EXISTING OBSTRUCTIONS, UTILITIES, EQUIPMENT, ETC. ARE

SHOWN. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO REVIEW

EXISTING CONDITIONS PRIOR TO START OF WORK, AND RESPONSIBLE FOR

SCHEDULING AND COORDINATING ANY TEMPORARY REMOVALS, POWER

SHUT-OFFS, ETC.

6 NEEDS TO BE CLEANED AND PREPPED FOR NEW COATING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL ELEVATION - BLDG 1

EAST & WEST

FINAL BID DOCUMENTS

REPAIR FOUNDATION CRACKS

421 NORTH MAIN STREET

LEEDS, MA 01053

2023/05/31 S-206

631-19-003

KEYED NOTES

1 NO REPAIR, PAINT ALL CONCRETE SURFACES PER SPECIFICATIONS.

2 REMOVE EXISTING MORTAR AND SEALANT JOINT AT BASE OF BRICK AT THE

TOP OF FOUNDATION WALL. PROVIDE NEW SEALANT JOINT AFTER

FOUNDATION REPAIR WORK IS COMPLETE.

3 BOTTOM 2" OF PARGING REQUIRES REPAIR.

CONCRETE REPAIR QUANTITY

SCHEDULE

MARK DETAIL DESCRIPTION

12/S-501 HAIRLINE CRACK REPAIR

13/S-501 SHALLOW PATCH REPAIR (3" MAXIMUM

DEPTH)

7,8,9,10/S-501 WALL REPAIR (>3" DEPTH)

3,4,5,6/S-501 STAIR REPLACEMENT

14/S-501 SLAB/PAD REPLACEMENT

14/S-501 WALL REPLACEMENT

PARGE COAT REPAIR

PAINT COATING

FRACTURE CRACK REPAIR ( >3/16"

DEPTH)

HORIZONTAL JOINT REPAIRK

REFERENCE REPAIR EXECUTION NOTES ON S-003

S-003

S-003 COLORED PARGE COATING

M S-003 HORIZONTAL JOINT SEALER

TOTAL UNITS (THIS

DRAWING)

32 SF

620.8 SF

187.8 LF

5/31/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD…

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File details come from the government source that posted it. Updated Oct 31, 2023.