ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

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COVER SHEET

G-001

A.GENUNG

M. MIJAL

F. FRENCH

10012314.07

09/02/2025

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SHEET INDEX

SHEET NUMBER SHEET NAME

P-602 Unnamed

GENERAL

G-001 COVER SHEET

GENERAL

GI001 CODE SUMMARY

GI101 LIFE SAFETY PLAN - FIRST FLOOR

HAZMAT

HM101 1ST FLOOR OVERALL PLAN - REMOVAL

STRUCTURAL

S-001 GENERAL NOTES

S-101 OVERALL PLAN

S-102 ENLARGED PLANS

S-103 ENLARGED PLANS

ARCHITECTURE

A-001 SYMBOLS AND ABBREVIATIONS

AD101 FIRST FLOOR OVERALL PLAN - DEMOLITION

AD111 FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION

A-101 FIRST FLOOR OVERALL PLAN - NEW CONSTRUCTION

A-111 FIRST FLOOR REFLECTED CEILING PLAN - NEW CONSTRUCTION

A-401 ENLARGED TOILET PLANS

A-402 ENLARGED TOILET PLANS

A-403 ENLARGED TOILET PLANS

A-411 ENLARGED CEILING PLANS

A-412 ENLARGED CEILING PLANS

A-413 ENLARGED CEILING PLANS

A-431 TYPICAL TOILET ELEVATIONS AND PLANS, ACCESSORY ELEVATIONS

A-601 DOOR SCHEDULE & TYPES, PARTITION TYPES AND MISCELLANEOUS DETAILS

A-701 INTERIOR FINISH SCHEDULE AND FINISH LEGEND

A-702 FIRST FLOOR FINISH PLAN

PLUMBING

P-001 LEGEND, NOTES AND ABBREVIATIONS

P-002 FIXTURE PLATES

P-003 FIXTURE PLATES

PD-101 OVERALL FIRST FLOOR PLAN - DEMOLITION

P-101 OVERALL FIRST FLOOR PLAN - NEW CONSTRUCTION

P-401 ENLARGED PLUMBING FLOOR PLANS

P-402 ENLARGED PLUMBING FLOOR PLANS

P-403 ENLARGED PLUMBING FLOOR PLANS

P-601 WASTE RISER DIAGRAMS

ELECTRICAL

E-001 LEGEND, NOTES AND ABBREVIATIONS

ED101 OVERALL DEMOLITION FLOOR PLAN

E-101 OVERALL NEW WORK FLOOR PLAN

E-401 ENLARGED DEMOLITION AND NEW WORK PLANS

E-402 ENLARGED DEMOLITION AND NEW WORK PLANS

E-403 ENLARGED DEMOLITION AND NEW WORK PLANS

E-404 ENLARGED DEMOLITION AND NEW WORK PLANS

E-501 DETAILS

E-601 DETAILS, RISER AND SCHEDULES

PROJECT SITE

PROJECT SITE

THE PROJECT CONSISTS OF THE RENOVATION OF EXISTING

RESTROOMS: CEILINGS; WALL AND FLOOR FINISHES; ASSOCIATED

HVAC EQUIPMENT; LIGHTING; INSTALLATION OF NEW WALLS; DOORS;

CEILINGS; FLOOR AND WALL FINISHES; HVAC DIFFUSERS AND

ELECTRIC DEVICES.

BUILDING DATE OF CONSTRUCTION: 1965

CITY OF PORTSMOUTH

WATERS MIDDLE SCHOOL

ADA RESTROOM RENOVATIONS

02 SEPTEMBER 2025

WOOLPERT

ARCHITECTURE - LIFE SAFETY - INTERIORS

4433 CORPORATION LANE, SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

GEOENVIRONMENTAL

RESOURCES, INC

ASBESTOS ABATEMENT - DEMOLITION

2712 SOUTHERN BOULEVARD, SUITE101

VIRGINIA BEACH, VA 23462

757.463.3200

MCPHERSON DESIGN GROUP

INC.

STRUCTURAL

192 BALLARD COURT SUITE 102

VIRGINIA BEACH, VA 23462

757.965.2000

PACE COLLABORATIVE

PLUMBING, MECHANICAL, ELECTRICAL

1277 PERIMETER PKWY,

VIRGINIA BEACH, VA 23454

757.499.7223

LOCATION MAPVICINITY MAP

PROJECT NAME: WATERS MIDDLE SCHOOL ADA RESTROOM RENOVATIONS

PROJECT NAME: CRADOCK MIDDLE SCHOOL ADA RESTROOM RENOVATIONS

VCC: VIRGINIA CONSTRUCTION CODE (VCC) 2021

USE GROUP: EDUCATIONAL GROUP E

CONSTRUCTION TYPE: CONSTRUCTION TYPE IS EXISTING TO REMAIN

SPRINKLER SYSTEM: THE EXISTING BUILDING IS NOT PROTECTED BY AN AUTOMATIC

SPRINKLER SYSTEM

FIRE ALARM SYSTEM: AN EXISTING FIRE DETECTION SYSTEM IS PROVIDED

SEPARATION: BUILDING SEPARATION AND EXPOSURE PROTECTION ARE EXISTING

OCCUPANT LOADS: RENOVATION TO THE EXISTING RESTROOMS WILL NOT INCREASE OR

DECREASE THE OCCUPANT LOAD

DESIGN LOADS: REFER TO DESIGN LOADS LISTED ON S-001

PROJECT TYPE: MIDDLE SCHOOL RESTROOM RENOVATION

PROJECT SCOPE (DOES NOT ALTER EXISTING LIFE SAFETY OR EGRESS PLAN)

CODE PARAMETERS

GENERAL NOTES CONTINUED

27. THE CONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL

TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR

MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT

PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN

INSTALLATIONS BEFORE PROCEEDING WITH WORK. ALL CONCERNS,

SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT

TO THE IMMEDIATE ATTENTION OF THE OWNER REPRESENTATIVE,

PRIOR TO COMMENCING WITH THE WORK IN QUESTION.

28. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND

LOCATE ELECTRICAL, DATA AND PHONE RECEPTACLES, SWITCHES,

ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER

TRADES.

DEMOLITION (APPLIES TO ALL DEMOLITION DRAWINGS)

1. DRAWINGS OF THE EXISTING BUILDING HAVE BEEN PREPARED

FROM A COMBINATION OF EXISTING DRAWING INFORMATION

AND SPOT FIELD MEASUREMENTS.

2. UNLESS OTHERWISE NOTED, REMOVAL OF EXISTING

CONSTRUCTION ON DEMOLITION PLANS IS INDICATED BY A

DASHED LINES. EXISTING CONSTRUCTION TO REMAIN IS

INDICATED BY SOLID LINES.

3. DEMOLITION KEYNOTES AND THE DRAWINGS ARE INTENDED TO

PROVIDE A GENERAL INDICATION OF WORK TO BE REMOVED. IT

IS NOT INTENDED THAT THE DRAWINGS INDICATE EACH AND

EVERY ITEM OF DEMOLITION AND PATCHING REQUIRED TO

COMPLETE THE WORK.

4. DEMOLITION AND PATCHING SHALL BE PERFORMED AS

NECESSARY TO COMPLETE THE WORK INDICATED, REGARDLESS

OF WHETHER THE WORK IS SPECIFICALLY NOTED ON THE

DRAWINGS. UNLESS A DEMOLITION NOTE IS SPECIFICALLY

NOTED TO BE LIMITED TO A SPECIFIC ITEM OF WORK, IT SHALL

BE ASSUMED THAT THE NOTE APPLIES TO THE ENTIRE AREA.

QUANTITIES OF WORK, IF INDICATED, ARE ESTIMATES. NO CLAIM

FOR A CHANGE IN THE CONTRACT WILL BE CONSIDERED

UNLESS THE ACTUAL SCOPE OF WORK DIFFERS SUBSTANTIALLY

FROM WHAT IS INDICATED.

5. REFER TO THE ALL DISCIPLINES DRAWINGS, INCLUDING

PLUMBING, MECHANICAL AND ELECTRICAL FOR OTHER

DEMOLITION REQUIREMENTS. PERFORM ARCHITECTURAL

DEMOLITION AS IS NECESSARY TO COMPLETE THE WORK

SHOWN ON OTHER DRAWINGS.

6. PATCH ALL OPENINGS IN EXISTING CONSTRUCTION, INCLUDING

PARTITIONS, FLOORS, CEILINGS, AND EXTERIOR WALLS,

RESULTING FROM THE REMOVAL OF PIPE, CONDUIT,

DUCTWORK, AND SIMILAR MISCELLANEOUS ITEMS, WITH

MATERIALS MATCHING EXISTING ADJACENT CONSTRUCTION.

OPENINGS IN EXISTING CONSTRUCTION INDICATED TO BE FIRE

RATED SHALL BE PATCHED AND SEALED WITH MATERIALS

MATCHING EXISTING CONSTRUCTION AND WHICH PROVIDE THE

EQUIVALENT FIRE RESISTANCE RATING INDICATED ON THE

DRAWINGS.

7. PROTECT THE EXISTING FACILITIES AT ALL TIMES DURING THE

COURSE OF CONSTRUCTION. ALL DAMAGES CAUSED, AS A

RESULT OF CONTRACTOR ACTIVITIES, SHALL BE REPAIRED AT

NO ADDITIONAL COST.

8. IN GENERAL, PATCHING, REPAIR, REMODELING, AND

RENOVATION WORK SHALL TO MATCH, COMPLIMENT AND ALIGN

WITH EXISTING CONDITIONS.

9. WHERE FULL OR PARTIAL DEMOLITION OF A BUILDING ELEMENT

IS INDICATED, REMOVAL OF ALL ITEMS ATTACHED TO OR

CONTAINED WITHIN THE ELEMENT OR PORTION OF ELEMENT TO

BE DEMOLISHED SHALL BE INCLUDED IN THE DEMOLITION OF

THE BUILDING ELEMENT EVEN IF NOT NOTED SPECIFICALLY.

ITEMS THAT MAY BE ATTACHED TO, OR CONTAINED WITHIN, THE

BUILDING ELEMENT, OR PORTION OF THE BUILDING ELEMENT TO

BE DEMOLISHED MAY INCLUDE BUT ARE NOT LIMITED TO

CONDUIT, WIRING, SWITCHES, RECEPTACLES, JUNCTION BOXES,

PIPING, DUCTWORK, GRILLES, DIFFUSERS, LOUVERS,

INSULATION, FURRING, BASE, FINISHES, TRIMS, DOORS, DOOR

FRAMES, DOOR HARDWARE, TRANSOMS, WINDOWS, WINDOW

FRAMES, WINDOW HARDWARE, TOILET ACCESSORIES, CHALK

BOARDS, TACK BOARDSAND ANCHORS ASSOCIATED WITH

ATTACHED ITEMS.

1. CONSTRUCTION SHALL CONFORM TO ALL GOVERNING CODES.

2. FIRST FLOOR FINISH FLOOR ELEVATION OF 0'-0" IS FOR REFERENCE

ONLY. FINISH FLOOR OF NEW CONSTRUCTION CORRESPONDS

WITH ACTUAL FINISH FLOOR ELEVATIONS AS SHOWN ON CIVIL SITE

PLAN.

3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM THE ARCHITECT OR ENGINEER OF RECORD

BEFORE CONTINUING WITH THE WORK.

4. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR

WORK WITH ALL SURROUNDING CONSTRUCTION ELEMENTS AND

TRADES AFFECTED.

5. EACH CONTRACTOR IS RESPONSIBLE FOR CREATING AND PATCHING

ALL NEW OPENINGS, PENETRATIONS, LINTELS, ETC. AS REQUIRED

TO PERFORM THEIR PORTION OF WORK. AT NEW FIRE RATED

PARTITIONS, CLOSE OPENINGS/PENETRATIONS/ETC/ WITH

FIRESTOPPING THAT MATCHES OR EXCEEDS THE PARTITION

RATING.

6. ALL ITEMS REQUIRING COLOR SELECTION SHALL BE SELECTED BY

THE OWNER'S REPRESENTATIVE DURING THE SUBMITTAL REVIEW

FROM MANUFACTURER'S STANDARD OR FULL RANGE (AS

DIRECTED IN SPECIFICATION) OF COLORS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE COORDINATION

OF ALL DRAWINGS AND SPECIFICATIONS AS REQUIRED TO

PERFORM THE WORK AS CALLED FOR, SHOWN AND REASONABLY

IMPLIED.

8. ASBESTOS CONTAINING MATERIALS SHALL NOT BE USED ON ANY

PROJECT.

9. FINISH AND PAINT WALLS AND INSTALL FLOORING BEFORE

INSTALLING CASEWORK, EQUIPMENT, FIXTURES, ELEC. PANELS,

BOXES, SURFACE CONDUIT, ETC. IF APPLICABLE.

10. CONTRACTOR TO INSTALL WOOD OR METAL BLOCKING FOR ALL

CASEWORK, EQUIPMENT, HANDRAILS, BATH ACCESSORIES,

FIXTURE, ETC. AS RECOMMENDED BY MANUFACTURER, IF NOT

OTHERWISE SHOWN HEREIN.

11. ALL WOOD BLOCKING LOCATED OUTSIDE THE BLDG. ENVELOPE, IN

EXTERIOR WALLS/ROOFS OR IN CONTACT W/CONCRETE OR

MASONRY, SHALL BE FIRE RETARDANT TREATED LUMBER, AND

FASTENED WITH SCREWS. ALL TREATED WOOD BLOCKING SHALL

HAVE CORROSION RESISTANT SCREWS.

12. IF DISCREPANCIES BETWEEN PLANS OR SPECIFICATIONS OCCUR

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER OF

RECORD. TREAT ANYTHING MENTIONED IN THE SPECIFICATIONS

BUT NOT SHOWN ON THE DRAWINGS OR SHOWN ON THE DRAWINGS

BUT NOT INCLUDED IN THE SPECIFICATIONS AS IF SHOWN OR

MENTIONED IN BOTH. IF DISCREPANCIES OCCUR BETWEEN THE

DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS TAKE

PRECEDENCE.

13. FOR INSTALLATION OF ALL WORK WHICH IS DEPENDENT ON

CONDITION OF SUBSTRATE, CAREFULLY INSPECT AND VERIFY

SUITABILITY OF SUBSTRATE FOR INSTALLATION OF WORK. DO NOT

INSTALL WORK OVER UNSUITABLE OR UNACCEPTABLE

SUBSTRATES. CORRECT UNACCEPTABLE SUBSTRATES BEFORE

INSTALLING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL

GRINDING, LEVELING, SANDING, PATCHING ETC. TO CORRECT ALL

EXISTING SURFACES TO PREPARE FOR NEW FINISHES.

DEMOLITION GENERAL NOTES GENERAL NOTES

10. REMOVE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS IN

ACCORDANCE WITH MECHANICAL, ELECTRICAL AND

PLUMBING DOCUMENTS.

11. WHERE A WALL OR A BUILDING ELEMENT IS INDICATED TO BE

DEMOLISHED, CLEAN AND REPAIR RESULTING DAMAGE TO

THE FLOOR SUBSTRATE. GRIND AND/OR FILL AND PATCH

DAMAGED AREAS OF THE EXISTING FLOOR SUBSTRATE WITH

A CONCRETE TOPPING SLAB OR A CEMENTITIOUS LEVELING

COMPOUND AS APPLICABLE.

12. WHERE A WALL OR PORTION OF A MASONRY OR CONCRETE

WALL IS INDICATED TO BE DEMOLISHED, GRIND AND REPAIR

THE ADJOINING MASONRY OR CONCRETE WALL SURFACES.

GRIND SURFACES SMOOTH AND PATCH DAMAGED AREAS OF

THE ADJOINING WALL AREAS WITH NON-SHRINK GROUT.

CLEAN AND PREPARE EXISTING AND PATCHED WALL

SURFACES TO RECEIVE THE FINISH INDICATED.

13. MISCELLANEOUS ITEMS WHICH ARE NOT SPECIFICALLY

SHOWN ON THE DRAWINGS SHALL BE REMOVED IN

RENOVATED AREAS, UNLESS OTHERWISE INDICATED OR

DIRECTED BY THE OWNER. MISCELLANEOUS ITEMS INCLUDE

BUT ARE NOT LIMITED TO FIRE EXTINGUISHERS, CLOCKS,

TOILET ACCESSORIES, BRACKETS HANGERS BOLTS, PLATES

BLOCKING, ETC. REFER QUESTIONABLE ITEMS TO THE

ARCHITECT FOR VERIFICATION.

14. COORDINATE ALL DEMO WITH SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL.

15. FOR ELEMENTS INDICATED TO MATCH EXISTING, DOCUMENT

EXISTING CONDITIONS WITH DETAILED DRAWINGS,

DIMENSIONS, PHOTOGRAPHS, AND OTHER METHODS

NECESSARY TO MEMORIALIZE EXISTING CONDITIONS PRIOR

TO AND DURING DEMOLITION. COORDINATE WITH NEW

CONSTRUCTION DRAWINGS TO DETERMINE THE SCOPE OF

ELEMENTS TO MATCH EXISTING.

16. COORDINATE EXTENT OF TILE SETTING BED DEMOLITION

WITH REQUIREMENTS FOR NEW SETTING BED. DO NOT OVER

DEMOLISH IF UNNECESSARY PER TCNA.

14. MOUNTING HEIGHTS OF ELECTRICAL, PLUMBING, MECHANICAL, AND

OTHER DEVICES SHALL COMPLY WITH HEIGHTS INDICATED ON

DRAWINGS. NOTIFY ARCHITECT OR ENGINEER OF RECORD IF

CONFLICTS ARE ENCOUNTERED.

15. ALL EXPOSED METAL, METAL DECK, STRUCTURAL, BAR JOISTS,

CONDUITS, PIPES, ANGLES, BRACKETS, DUCT, ATC. SHALL NOT BE

PAINTED UNLESS NOTES OTHERWISE.

16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS IN THE FIELD PRIOR TO ORDERING OR FABRICATION

OF MATERIALS OR THE BEGINNING OF CONSTRUCTION. NOTIFY

ARCHITECT OR ENGINEER OR RECORD OF ALL DISCREPANCIES. ALL

WORK REQUIRING MEASURING TO BE DONE ACCORDING TO

FIGURES ON DRAWINGS. DISCREPANCIES BETWEEN ACTUAL

CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT OR ENGINEER OF

RECORD. CONTRACTOR TO SUBMIT SPECIFIC DISCREPANCY FOR

ARCHITECT OR ENGINEER OF RECORD REVIEW, PRIOR TO

COMMENCING WITH THE WORK IN QUESTION.

17. CONTRACTOR TO REVIEW ALL DRAWINGS ISSUED FOR THIS

PROJECT FOR ADDITIONAL INFORMATION FROM OTHER TRADES

TO COORDINATE THE REQUIRED SCOPE OF WORK.

18. ALL MATERIALS, FIXTURE AND EQUIPMENT INDICATED IN THE

CONSTRUCTION DOCUMENTS SHALL BE NEW AND AS SPECIFIED,

UNLESS IDENTIFIED OTHERWISE.

19. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH,

CONTINUOUSLY FREE OF IMPERFECTIONS AND IMPROPER

CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS

SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION AND

FINISH.

20. ALL FLOORS ON EITHER SIDE OF DOORWAY OR OPENING SHALL BE

LEVEL AND HAVE MAXIMUM ELEVATION DIFFERENCE OR

THRESHOLD HEIGHT OF 1/2"

21. ALL NEW PENETRATIONS OF FIRE RATED FLOORS, WALLS AND

CEILING TO BE SEALED WITH PROPER APPROVED MATERIALS TO

THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS.

22. FIRE STOP ALL NEW WALLS AND CEILING AS REQUIRED BY

APPLICABLE CODE.

23. ALL NEW WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE

RESISTANT TREATED IN ACCORDANCE WITH SPECIFICATIONS.

WHERE REQUIRED BY CODE, ALL NEW WOOD BLOCKING IN INTERIOR

WALLS TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH

SPECIFICATIONS.

24. INSTALL SEALANT AT EXTERIOR SIDE OF ALL NEW JOINTS, SEAMS,

CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR

AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT

COLOR TO MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES

ARCHITECT'S APPROVAL.

25. PROVIDE FIRE EXTINGUISHERS COMPLYING WITH NFOA 10, AS

INDICATED ON LIFE SAFETY DRAWINGS.

26. THE CONTRACTOR HAS THE RESPONSIBLY TO VERIFY UTILITY

LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING

SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE

ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS.

Lic. No. 0401014032

09/02/2025

09/02/2025

09/02/2025

100% BID

DOCUMENTS

100% BID

DOCUMENTS

Strelitz Text Box

100% BID DOCUMENTS

APPLICABLE CODES AND STANDARDS

• VIRGINIA CONSTRUCTION CODE (VCC) (2021)

• VIRGINIA STATEWIDE FIRE PREVENTION CODE (2021)

• ICC A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (2017)

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES (2016)

SUMMARY OF FIRE PROTECTION FEATURES

THIS PROJECT INCLUDES THE FOLLOWING FIRE PROTECTION FEATURES:

• FIRE-RESISTANCE RATED CONSTRUCTION

TYPE OF CONSTRUCTION

VCC CHAPTER 6

BUILDING CONSTRUCTION TYPE IS EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT

SCOPE OF WORK.

FIRE-RESISTANCE RATED BUILDING COMPONENTS

VCC TABLE 601

FIRE RESISTANCE REATED BUILDING COMPONENTS ARE EXISTING TO REMAIN AND WILL NOT BE

ALTERED UNDER THIS PROJECT SCOPE OF WORK.

HEIGHT LIMITATIONS

VCC SECTION 503 AND 504

BUILDING HEIGHT IS EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT

SCOPE OF WORK.

BUILDING SEPARATION AND EXPOSURE PROTECTION

VCC TABLE 602, TABLE 705.8

BUILDING SEPARATION AND EXPOSURE PROTECTION ARE EXISTING TO REMAIN AND WILL NOT BE

ALTERED UNDER THIS PROJECT SCOPE OF WORK.

REQUIRED INTERIOR SEPARATIONS

VCC CHAPTER 7 AND CHAPTER 10

DURING SITE INVESTIGATIONS IT WAS NOTED THAT THE EXISTING SHOWER ROOMS ARE BEING UTILIZED

AS STORAGE ROOMS FOR MISCELANEOUS STORAGE. WITH THIS BUILDING NOT PROTECTED

THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM, THE SHOWER ROOMS WOULD BE

REQUIRED TO BE 1-HOUR FIRE RESISTANCE RATED IN ORDER FOR THE THESE ROOMS TO REMAIN AS A STORAGE ROOM. REFER TO LIFE SAFETY PLAN FOR SHOWER ROOMS THAT WILL REQUIRE THE 1-HOUR

FIRE RESISTANCE RATING.

CLASSIFICATION OF OCCUPANCY

VCC CHAPTER 3

THIS EXISTING FACILITY IS CLASSIFIED AS A SINGLE USE OCCUPANCY:

• EDUCATIONAL GROUP E

UTILITY, SUPPORT, AND STORAGE AREAS ARE ACCESSORY TO THE PRIMARY OCCUPANCY AND THEIR COMBINED AREA IS LESS THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED.

ASSEMBLY SPACES ARE CONSIDERED ASSOCIATED WITH THE EDUCATIONAL OCCUPANCY AND ARE

PERMITTED TO BE INCLUDED IN THE EDUCATIONAL GROUP E CLASSIFICATION PER VCC 303.1.3.

AREA LIMITATIONS

VCC SECTION 506

BUILDING AREA EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT

SCOPE OF WORK..RESTROOM RENOVATION WILL NOT INCREASE THE TOTAL ARE OF THE

BUILDING.

VERTICAL OPENINGS

VERTICAL OPENINGS WILL NOT BE CREATED UNDER THIS PROJECT SCOPE OF WORK.

INTERIOR FINISH REQUIREMENTS

VCC TABLE 803.11, SECTION 804

INTERIOR FINISH IS REQUIRED TO COMPLY WITH THE CRITERIA FOR EDUCATIONAL OCCUPANCY THAT IS

NOT PROTECTED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM.

COMPONENT INTERIOR FINISH FLOOR FINISH

EXITS A I OR II

EXIT ACCESS CORRIDORS A OR B I OR II

OTHER SPACES A, B, OR C NOT APPLICABLE

FOR INTERIOR FINISH:

CLASSIFICATION FLAME SPREAD INDEX SMOKE DEVELOPMENT INDEX

CLASS A 0 - 25 0 - 450

CLASS B 26 - 75 0 - 450

CLASS C 76 - 200 0 - 450

FOR FLOOR FINISH:

CLASSIFICATION CRITICAL RADIANT FLUX

CLASS I >0.45 W/SQ.CM

CLASS II 0.22 - 0.45 W/SQ.CM

VCC CHAPTER 10

RENOVATION TO THE EXISTING RESTROOMS WILL NOT INCREASE OR DECREASE THE OCCUPANT LOAD.

OCCUPANT LOAD

NUMBER OF EXITS

VCC CHAPTER 10

MINIMUM NUMBER OF EXITS ARE EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT

SCOPE OF WORK.

EXIT CAPACITY AND EXIT WIDTH

VCC CHAPTER 10

EXIT CAPACITY AND EXIT WIDTH ARE EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS

PROJECT SCOPE OF WORK.

EGRESS ARRANGEMENT

VCC CHAPTER 10

FOR AN EXISTING BUILDING NOT PROTECTED THROUGHOUT BY AN AUTOMATIC FIRE SPRINKLER SYSTEM:

USE TRAVEL DISTANCE COMMON PATH DEAD END CORRIDOR

EDUCATIONAL 200 FT (MAX) 75 FT (MAX) 20 FT (MAX)

STORAGE 200 FT (MAX) 75 FT (MAX) 20 FT (MAX)

MEANS OF EGRESS ILLUMINATION

VCC CHAPTER 10

MEANS OF EGRESS ILLUMINATION IS REQUIRED.

SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

EMERGENCY LIGHTING

VCC CHAPTER 10

EMERGENCY LIGHTING IS REQUIRED FOR A MINIMUM OF 90-MINUTES.

SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

MEANS OF EGRESS MARKING

VCC CHAPTER 10

ILLUMINATED EXIT SIGNAGE IS REQUIRED AT EXITS AND DIRECTIONAL EXIT SIGNAGE REQUIRED ALONG

THE PATH OF EGRESS TRAVEL. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

FIRE DEPARTMENT VEHICLE ACCESS

VCC SECTION 503

FIRE DEPARTMENT VEHICLE ACCESS IS EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS

PROJECT SCOPE OF WORK.

RESPONDING PERSONNEL ACCESS

VCC SECTION 504 AND 506

RESPONDING PERSONNEL ACCRSS IS EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS

PROJECT SCOPE OF WORK.

VCC AND NFPA 13

THE EXISTING MUNICIPAL UNDERGROUND WATER DISTRIBUTION SYSTEM WILL NOT BE ALTERED UNDER

THIS PROJECT SCOPE OF WORK.

WATER SUPPLY

CALCULATED FIRE-FLOW

VIRIGINIA STATEWIDE FIRE PREVENTION CODE, APPENDIX B

BUILDING CALCULATED FIRE FLOW IS EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS

PROJECT SCOPE OF WORK.

FIRE HYDRANTS

VIRGINIA STATEWIDE FIRE PREVENTION CODE, SECTION 507.5

FIRE HYDRANTS ARE EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT SCOPE OF

WORK.

STANDPIPE SYSTEM

VCC SECTION 410.7, 905.3.4 AND NFPA 14

THE EXISTING BUILDING IS NOT PROTECTED BY A STANDPIPE SYSTEM AND IS NOT REQUIRED NOR

PROVIDED UNDER THIS PROJECT SCOPE OF WORK

PORTABLE FIRE EXTINGUISHERS

VCC SECTION 906 AND NFPA 10

FIRE EXTINGUISHERS ARE EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT

SCOPE OF WORK.

VCC 907.2.3 AND NFPA 72

AN EXISTING FIRE DETECTION AND ALARM SYSTEM IS PROVIDED FOR THE BUILDING. EXISTING FIRE ALARM OCCUPANT NOTIFICATION APPLIANCES ARE PROVIDED FOR SOME OF THE EXISTING RESTROOMS

THAT ARE BEING RENOVATED. THESE APPLIANCES WILL BE REVIEWED FOR CODE COMPLIANCE

RELATING TO LOCATION, ROOM SIZE AND CANDELA RATING OF THE APPLIANCE. WHERE EXISTING RESTROOMS BEING RENOVATED DO NOT HAVE FIRE ALARM OCCUPANT NOTIFICATION APPLIANCES, EACH RESTROOM WILL BE REVIEWED AS TO THE CODE REQUIREMENT FOR PROVIDING NEW FIRE ALARM

OCCUPANT NOTIFICATION APPLIANCES.

FIRE DETECTION AND ALARM SYSTEM

N/A - ELEVATOR IS NOT PROVIDED IN THIS BUILDING.

ELEVATOR EMERGENCY OPERATION AND PROTECTION

AREA OF RESCUE ASSISTANCE TWO-WAY COMMUNICATION

NOT APPLICABLE - NO EQUIVALENCIES REQUESTED.

APPROVED EQUIVALENCIES

BUILDING AREA SEPARATION

VCC 503, 504, 506, 706

BUILDING AREA SEPARATIONS ARE EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS PROJECT

SCOPE OF WORK.

VCC AND NFPA 13

THE EXISTING BUILDING IS NOT PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM AND IS

NOT REQUIRED NOR PROVIDED UNDER THIS PROJECT SCOPE OF WORK

AUTOMATIC FIRE SUPPRESSION SYSTEMS

INCIDENTAL USE AREAS

REQUIRED SEPARATIONS OF EXITS

VCC 1007

REQUIRED SEPARATION OF EXITS ARE EXISTING TO REMAIN AND WILL NOT BE ALTERED UNDER THIS

PROJECT SCOPE OF WORK.

VCC 904

N/A - NO SPECIAL SUPPRESSION SYSTEMS REQUIRED UNDER THIS PROJECT SCOPE OF WORK.

SPECIAL SUPPRESSION SYSTEMS

N/A - ELEVATOR IS NOT PROVIDED IN THIS BUILDING.

VCC 509

THERE WILL BE NO NEW INCIDENTAL USES CREATED UNDER THIS PROJECT SCOPE OF WORK.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

757.417.0140

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CODE SUMMARY

GI001

P.BUTT

J.ZIMMERMAN

P.BUTT

10012314.07

09/02/2025

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Lic. No. 0401014032

09/02/2025

09/02/2025

100% BID

DOCUMENTS

100% BID

DOCUMENTS

GIRLS TLT

TLT

GIRLS

LOCKER

STORAGE

257STORAGE

TLT

155.B

TLT

TLT

GIRLS TLT

TLT

116A

BOYS TLT

STAFF TLT

STAFF TLT

KITCHEN

STAFF

TOILET

TLT

TLT

TLT

247 BOYS

LOCKER

ROOM

STORAGE

TLT

TLT

BOYS TLT

NOT IN

S

COPE O

F W

ORK

NOT IN

S

COPE O

F W

ORK

NOT IN

S

COPE O

F W

ORK

NOT IN

S

COPE O

F W

ORK

NOT IN

S

COPE O

F W

ORK

NOT IN

S

COPE O

F W

ORK

EXIT

A229

EXIT

A130

EXIT

A131

EXIT

A132

EXIT

A133

EXIT

A253

EXIT

A125

EXIT

A124

EXIT

A123

EXIT

A122

EXIT

A126

EXIT

A127

EXIT

A128

EXIT

A129

EXIT

A245

EXIT

A243

125'

TD

CORRIDOR

CORRIDOR

CORRIDOR

58'

TD

193'

TD

169'

TD

141'

TD

150'

TD

88'

TD

170'

TD

155'

TD

143'

TD

141'

TD

150'

TD

144'

TD

88'

TD

73'

TD

169'

TD

193'

TD

63'

TD

55'

TD

61'

TD

58'

TD

66'

TD

LIFE SAFETY LEGEND

1-HOUR FIRE BARRIER

• 45-MIN RATED OPENING PROTECTIVES

(DOORS AND WINDOWS)

• DOORS REQUIRED TO BE SELF-CLOSING

AND POSITIVE LATCHING

• FIRE DAMPERS NOT REQUIRED FOR

DUCTED SYSTEMS

• 1-HOUR RATED FIRESTOPPING FOR

PENETRATIONS PER UL LISTED METHOD

XXX EXIT IDENTIFIER

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

757.417.0140

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LIFE SAFETY PLAN - FIRST

FLOOR

GI101

P.BUTT

J.ZIMMERMAN

P.BUTT

10012314.07

09/02/2025

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SCALE : 1/16" = 1'-0"A1

LIFE SAFETY PLAN - FIRST FLOOR

EGRESS ARRANGEMENT - FIRST FLOOR

MARK LENGTH FROM ROOM TO ROOM

TD 125' - 0" GIRLS TLT 201 CORRIDOR 262

TD 65' - 9" BOYS TLT 178 CORRIDOR 262

TD 63' - 2" TLT 273 MECHANICAL ROOM 270

TD 57' - 11" TLT 247 BOYS LOCKER ROOM 248

TD 73' - 1" BOYS TLT 128 CORRIDOR 262

TD 144' - 2" GIRLS TLT 108 CORRIDOR 262

TD 87' - 6" TLT 116B CORRIDOR 262

TD 140' - 11" TLT 155.B CORRIDOR 263

TD 149' - 8" TLT 159 CORRIDOR 263

TD 169' - 2" TLT 134 CORRIDOR 135

TD 193' - 3" TLT 197 CORRIDOR 135

TD 169' - 7" STAFF TLT 214 CORRIDOR 262

TD 154' - 11" STAFF TLT 213 CORRIDOR 262

TD 143' - 6" KITCHEN STAFF TOILET 233 CORRIDOR 262

TD 61' - 3" TLT 265 GIRLS LOCKER 259

TD 55' - 0" TLT 261 GIRLS LOCKER 259

OCCUPANT LOAD - FIRST FLOOR

ROOM NO. ROOM NAME SPACE USE & LF

AREA

(APPROX.)

OCCUPANCY

LOAD FACTOR

OCCUPANT

LOAD

108 GIRLS TLT RESTROOMS 319 SF 0

116A TLT RESTROOMS 35 SF 0

128 BOYS TLT RESTROOMS 328 SF 0

134 TLT RESTROOMS 67 SF 0

135 CORRIDOR (none) 1788 SF

155.B TLT RESTROOMS 66 SF 0

159 TLT RESTROOMS 29 SF 0

178 BOYS TLT RESTROOMS 320 SF 0

197 TLT RESTROOMS 51 SF 0

201 GIRLS TLT RESTROOMS 322 SF 0

213 STAFF TLT RESTROOMS 44 SF 0

214 STAFF TLT RESTROOMS 44 SF 0

233 KITCHEN STAFF TOILET RESTROOMS 115 SF 0

242 TLT RESTROOMS 26 SF 0

247 TLT RESTROOMS 48 SF 0

248 BOYS LOCKER ROOM RESTROOMS 1525 SF 0

251 TLT RESTROOMS 107 SF 0

253 STORAGE STORAGE

(GENERAL)

253 SF 0

256 STORAGE STORAGE

(GENERAL)

269 SF 0

257 STORAGE STORAGE

(GENERAL)

167 SF 0

259 GIRLS LOCKER RESTROOMS 1527 SF 0

261 TLT RESTROOMS 99 SF 0

262 CORRIDOR CIRCULATION 10798 SF 0

263 CORRIDOR CIRCULATION 1823 SF 0

265 TLT RESTROOMS 43 SF 0

273 TLT RESTROOMS 15 SF 0

TOTAL 0

A

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KEY PLAN

0 4' 8' 16' 32' 48'

1/16"=1'-0"

NOTE: EXISTING BUILDING OCCUPANCY TO REMAIN UNCHANGED. RESTROOM RENOVATIONS WILL NOT INCREASE OR DECREASE

OCCUPANT LOAD.

Lic. No. 0401014032

09/02/2025

09/02/2025

100% BID

DOCUMENTS

A-402 D5

A-401 A4

A-401 A1

A-403 C1

A-403 A1

A-401 C5

A-402 A1

A-402 C1

A-403 F1

A-402 B5

A-402 E1

A-401 E1 A-402

A5

N

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ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

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NOT FOR

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

PRELIMINARY

FIRST FLOOR OVERALL

PLAN - HAZMAT

REMOVAL

HM101

W. PINE

H. ADCOCK

W. PINE

10012314.07 07/11/25

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1/16" = 1'-0"

OVERALL FLOOR PLAN - HAZMAT REMOVAL

KEY PLAN

C F

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A D

0 4' 8' 16' 32' 48' 1/16"=1'-0"

GRAPHIC SCALE

1. A HAZARDOUS MATERIALS INSPECTION WAS PERFORMED. THE SURVEY/INSPECTION REPORT IS PROVIDED IN THE SPECIFICATIONS/CONTRACT DOCUMENTS. THE WORK WILL REQUIRE THE REMOVAL OF KNOWN ASBESTOS-CONTAINING MATERIALS (ACM). DESTRUCTIVE ACTIVITIES SUCH AS BREAKING INTO WALLS, CEILINGS AND FLOORS WERE NOT PERFORMED IN ORDER TO LOCATE MATERIALS. THEREFORE, IF DURING THE WORK SUSPECT MATERIALS ARE UNCOVERED, NOTIFY THE CONTRACTING OFFICER AND STOP WORK UNTIL THE MATERIAL IS PROPERLY IDENTIFIED

AND ADDRESSED.

2. THE CONTRACT DOCUMENTS REPRESENT CONDITIONS WITHIN THE FACILITY AT THE TIME OF THE INITIAL FIELD INVESTIGATION. REFER TO REPORT TO DETERMINE THOSE CONDITIONS. SHOULD CONDITIONS EXISTS OTHER THAN THOSE INDICATED IN THE REPORT, CONSULT THE

CONTRACTING OFFICER FOR VERIFICATION.

3. CONTRACTOR MUST VISIT THE SITE TO ASCERTAIN THE EXACT NATURE AND LOCATION OF THE WORK INCLUDING THE WORK OR COST THEREOF.

4. CONTRACTOR MUST COORDINATE ALL ASPECTS OF THE WORK WITH OTHER TRADES. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND

ELECTRICAL DEMOLITION DRAWINGS.

5. THE AHERA DOCUMENT IDENTIFIED ACM PIPE FITTING INSULATION IN PIPE CHASES . CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN EXPOSING CONCEALED AREAS BECAUSE ACM PIPE INSULATION, MUDDED FITTINGS MAY BE ENCOUNTERED.

6. REMOVE ACM IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00 "ASBESTOS REMEDIATION." FOR BIDDING PURPOSES ASSUME THE FOLLOWING ESTIMATED ACM QUANTITIES: (A) MUDDED MATERIAL PIPE FITTINGS (100 EACH), (B) DOOR FRAME SEALANT (200 LINEAR FEET), (C)

SINK WITH ACM UNDERSINK MASTIC (1 EACH).

7. EXISTING PAINT WITHIN THE STRUCTURE HAS BEEN DETERMINED TO CONTAIN CONCENTRATIONS ABOVE THE LABORATORY'S MINIMUM DETECTION LIMIT OF THE FOLLOWING METALS: LEAD, CADMIUM AND CHROMIUM. EXTERIOR PAINTED SURFACES ARE LEAD-BASED PAINT.

PERFORM RENOVATION WORK IN ACCORDANCE WITH SPECIFICATION SECTION 02 83 00 "LEAD REMEDIATION". CONSTRUCTION STANDARDS ESTABLISHED BY OSHA FOR CHROMIUM, CADMIUM AND LEAD ARE; CHROMIUM, 29 CFR 1926.1126; CADMIUM, 29 CFR 1926.1127 AND LEAD, 29 CFR 1926.62

8. TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TESTING ON EXISTING PAINTED BUILDING MATERIALS, WHEN DEMOLISHED AS COMPONENTS OF AN ASSEMBLY TYPICALLY RETURN RESULTS CLASSIFYING THE WASTE AS NONHAZARDOUS. PAINTED MATERIAL REMOVED IN THE FORM OF STRIPPING, BLASTING, SCRAPING OR OTHER METHODS THAT REMOVE THE PAINT COATING FROM THE EXISTING SUBSTRATE, OR PRODUCES A WASTE RESULTING PRIMARILY OF PAINT MATERIAL, MAY RESULT IN WASTE CLASSIFIED AS HAZARDOUS. THE CONTRACTOR MUST COORDINATE THE WORK PROCEDURES TO CHARACTERIZE THE ANTICIPATED WASTE STREAM. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CHARACTERIZATION AND DISPOSAL OF WASTE GENERATED FROM THE WORK. INCLUDE LEAD PAINT ABATEMENT EFFORTS FOR ALL WORK ITEMS AS NEEDED FOR THE PROJECT. COORDINATE WASTE DISPOSAL AND ACCUMULATION WITH INSTALLATION ENVIRONMENTAL

PRIOR TO WASTE GENERATION ACTIVITIES.

9. ALL LIGHT BALLASTS WITHOUT "NON PCB" MARKINGS AND ALL FLUORESCENT LIGHT TUBES MUST BE REMOVED IN ACCORDANCE WITH SPECIFICATION SECTION 02 84 16. FOR BIDDING PURPOSES, ASSUME 5 BALLASTS CONTAIN PCB's AND ALL FLUORESCENT LIGHT TUBES CONTAIN MERCURY VAPOR. COORDINATE WASTE DISPOSAL AND ACCUMULATION WITH INSTALLATION ENVIRONMENTAL PRIOR TO WASTE GENERATION

ACTIVITIES.

10. DISASSEMBLE, REMOVE, AND INSPECT DOORS TO BE REMOVED TO DETERMINE ASBESTOS CONTENT. THE INSPECTION MUST BE PERFORMED BY A VIRGINIA LICENSED ASBESTOS INSPECTOR. REMOVE, HANDLE, AND DISPOSE OF ASBESTOS DOORS IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00. NON-ASBESTOS DOORS MUST BE DISPOSED OF AS REGULAR CONSTRUCTION WASTE. FOR BIDDING PURPOSES, ASSUME 8

ASBESTOS-CONTAINING DOORS EXIST (TOTAL FOR PROJECT).

11. MANAGE ALL WASTE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING 40 CFR 261 AND 40 CFR 262. COMPLY

WITH ALL ENVIRONMENTAL REQUIREMENTS.

(HM101)

PHOTOGRAPH LOCATION.

KEY TO SYMBOLS

REFERENCE PHOTOGRAPH NOTES

1. VIEW OF TYPICAL STUDENT RESTROOM. NO ACM WAS DETECTED IN ANY INTERIOR FINISHES WITHIN THE STUDENT BATHROOMS.

2. VIEW OF PIPING SERVING A STUDENT RESTROOM. ACM MUDDED MATERIALS WERE IDENTIFIED WITHIN THE SCHOOL. ACM MUDDED PIPE FITTINGS

MAY EXIST ABOVE CEILINGS AND WITHIN WALLS AND CHASES.

3. VIEW OF TYPICAL SINGLE ADULT RESTROOM. NO MATERIALS WITHIN THE SINGLE RESTROOMS WERE DETERMINED TO BE ACM. ACM MUDDED

MATERIALS MAY STILL EXIST ABOVE CEILING OR IN WALLS AND CHASES.

4. VIEW OF THE SHARED SINGLE STUDENT RESTROOM BETWEEN CLASSROOMS. THIS RESTROOM HAS A METAL SINK WITH ACM UNDERSINK MASTIC.

HAZMAT GENERAL NOTES

HAZMAT KEY NOTES

1. REMOVE ACM MUDDED PIPE FITTING INSULATION AS REQUIRED TO PERFORM WORK. THE MATERIAL MAY BE ABOVE

CEILINGS, IN CONCEALED AREAS AND IN CHASES.

2. REMOVE DOOR FRAME SEALANT AS REQUIRED TO PERFORM THE WORK. REMOVE AND INSPECT DOOR FOR ACM, SEE HAZMAT

GENERAL NOTE #10 ON HM101.

3. REMOVE SINK, WITH ACM UNDERSINK MASTIC.

(HM101)

(HM101)

(HM101)

REFERENCE PHOTO - NOTE 1A1 HM101

REFERENCE PHOTO - NOTE 2A2 HM101

REFERENCE PHOTO - NOTE 3A3 HM101

REFERENCE PHOTO - NOTE 4A4 HM101

7/

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Re st ro om

\D ra wi ng sG er

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(1

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R en ov at io n

- S he et

H1

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dw g

CAUTION NOTE

DO NOT DISTURB ACM MUDDED PIPE FITTINGS AND

INSULATION UNLESS REQUIRED TO.

CAUTION NOTE

TERRAZZO FLOORING CONTAINS ASBESTOS.

DO NOT DISTURB ACM .

THESE HAZMAT KEYNOTES APPLY TO ALL SPACES TO BE RENOVATED

UNLESS OTHERWISE NOTED.

License # 3305001394

WYATT S. PINE

Asbestos Project

Designer

09/02/2025

A

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D

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KEY PLAN

100% BID

DOCUMENTS

1. COORDINATE AND VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF ALL OTHER

DISCIPLINES PRIOR TO STARTING CONSTRUCTION.

2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL, FIRE PROTECTION, MECHANICAL, AND PLUMBING DRAWINGS (AS APPLICABLE) INCLUDING SPECIFICATIONS THAT COMPRISE THE COMPLETE CONSTRUCTION DOCUMENT SET FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE AND VERIFY THE REQUIREMENTS OF ALL OTHER TRADES AS TO SLEEVES, CHASES, ANCHORS, INSERTS, HANGERS, HOLES, AND ANY

ADDITIONAL ITEMS TO BE PLACED IN THE STRUCTURAL WORK.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SEQUENCES, REGULATIONS, AND

SAFETY MEASURES AS IT RELATES TO THIS PROJECT.

4. PROVIDE ALL TEMPORARY SHORING, GUYING AND BRACING TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK HAS BEEN COMPLETED. THE DESIGN OF SHORING, GUYING AND BRACING IS

THE RESPONSIBILITY OF THE CONTRACTOR.

5. EQUIPMENT WEIGHTS, OPENINGS, AND LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS ARE INDICATED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZES, WEIGHTS, AND LOCATIONS OF ALL EQUIPMENT AND OPENINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER.

6. THE REFERENCE DATUM (ELEVATION = 0'-0") FOR ELEVATIONS SHOWN ON THESE DRAWINGS SHALL BE FINISHED FLOOR ELEVATION WHICH PREDOMINATES ON THE FIRST FLOOR. REFER TO CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR

ELEVATION AND ADDITIONAL INFORMATION.

7. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE AND SIMILAR CONDITIONS.

8. UNDER NO CIRCUMSTANCES SHALL THE CONTRACT DRAWINGS BE REPRODUCED, IN PART OR IN WHOLE, AND USED AS

SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.

9. ALL LOADS AND REACTIONS ON DRAWINGS AND IN THESE GENERAL STRUCTURAL NOTES ARE UNFACTORED SERVICE LOADS UNLESS OTHERWISE NOTED. LOAD CASES WHICH INCLUDE COMBINED LOADS SHALL BE CALCULATED IN

ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.

10. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES, THE

STRICTEST PROVISION SHALL GOVERN.

11. PRODUCTS AND MANUFACTURERS SPECIFICALLY IDENTIFIED IN THE DRAWINGS ARE REQUIRED TO COMPLY WITH THE DESIGN. BEFORE SUBMITTING SUBSTITUTIONS, CONFIRM LOAD CAPACITY BASED ON RELIABLE TESTING DATA OR CALCULATIONS PUBLISHED BY AN INDEPENDENT THIRD PARTY. THE ENGINEER OF RECORD SHALL EVALUATE AND GIVE WRITTEN APPROVAL FOR SUBSTITUTIONS PRIOR TO INSTALLATION. INSTALL ALL PRODUCTS IN ACCORDANCE WITH

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

12. RECORD DOCUMENTS FOR THE EXISTING STRUCTURE ADJACENT TO NEW CONSTRUCTION WERE UNAVAILABLE. THE EXISTING CONSTRUCTION SHOWN IS BASED UPON LIMITED FIELD INVESTIGATION AND EXTRAPOLATION BASED UPON SIMILAR CONSTRUCTION SHOWN IN RECORD DOCUMENTS OF ADJACENT CONSTRUCTION. THE CONDITIONS AS THEY EXIST TODAY WILL VARY FROM THE AVAILABLE RECORD DOCUMENTS. THE CONTRACTOR MUST FIELD VERIFY ALL RELEVANT DIMENSIONS, MATERIALS AND CONSTRUCTION AS PART OF THEIR SHOP DRAWING AND SUBMITTAL PREPARATION. DEVIATIONS FROM THE INFORMATION PRESENTED IN THE CONTRACT DOCUMENTS MUST IMMEDIATELY BE

BROUGHT TO THE ATTENTION OF THE OWNER, ARCHITECT AND ENGINEER OF RECORD.

GENERAL STRUCTURAL NOTES:

1. 2021 EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC).

A. PART 1 : VIRGINIA CONSTRUCTION CODE (VCC).

B. PART 2 : VIRGINIA EXISTING BUILDING CODE.

2. 2022 EDITION OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS/STRUCTURAL ENGINEERS INSTITUTE (ASCE/SEI): ASCE/SEI

7-22, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".

3. 2014 EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI): ACI 318-14, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE".

4. 2016 EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI): ACI 530-16, "BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES" AND ACI 530.1-16, "SPECIFICATIONS FOR MASONRY STRUCTURES".

DESIGN CODES AND GOVERNING STANDARDS:

THE FOLLOWING LOADS IN ADDITION TO THE DEAD LOADS OF THE PERMANENT CONSTRUCTION BUILDING MATERIALS WERE

USED:

FLOOR LIVE LOAD(S):

STORAGE AREA : 125 PSF

ALL OTHER AREAS : 100 PSF

ROOF LIVE LOAD:

MINIMUM ROOF LOAD : 20 PSF

SNOW LOAD:

GROUND SNOW LOAD, Pg : 10 PSF SNOW EXPOSURE FACTOR, Ce : 1.0 (PARTIALLY EXPOSED) SNOW LOAD IMPORTANCE FACTOR, Is : 1.0 THERMAL FACTOR, Ct : 1.0

WIND DESIGN CRITERIA:

ULTIMATE DESIGN WIND SPEED, Vult (3 SECOND GUST) : 115 MPH NOMINAL DESIGN WIND SPEED, Vasd : 90 MPH

RISK CATEGORY : II

WIND EXPOSURE : B

INTERNAL PRESSURE COEFFICIENT : +/-0.18

COMPONENTS AND CLADDING PRESSURE : 24 PSF

DESIGN LOADS:

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301 "STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318/318R "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. CONCRETE PLACED IN HOT WEATHER SHALL BE PLACED IN ACCORDANCE WITH ACI 305 "HOT WEATHER CONCRETING." CONCRETE PLACED IN COLD WEATHER

SHALL BE PLACED IN ACCORDANCE WITH ACI 306 "COLD WEATHER CONCRETING."

2. ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH CEMENT TYPE II AND ATTAIN THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS (f'c):

A. SLAB-ON-GRADE : 4,000 PSI

B. CONCRETE NOT OTHERWISE NOTED : 3,000 PSI

3. REINFORCING MATERIALS SHALL BE AS FOLLOWS:

A. REINFORCING BARS : ASTM A 615, GRADE 60, DEFORMED

B. WELDED WIRE REINFORCEMENT : ASTM A 185 - WELDED STEEL WIRE REINFORCEMENT; PROVIDE FLAT SHEETS

ONLY, ROLL TYPE IS PROHIBITED.

4. BEND ALL BARS 24 DIAMETERS AROUND CORNERS. ALL BENT BARS SHALL BE SHOP FABRICATED. FIELD BENDING OF

REINFORCEMENT IS NOT PERMITTED.

5. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE NOTED.

6. THE SLUMP OF CAST-IN-PLACE CONCRETE SHALL NOT EXCEED 4 INCHES WITHOUT A HIGH RANGE WATER REDUCING ADMIXTURE. THE SLUMP OF CAST-IN-PLACE CONCRETE WITH THE USE OF A HIGH RANGE WATER REDUCING ADMIXTURE SHALL NOT EXCEED 8 INCHES. THE SLUMP OF CONCRETE SHALL BE DETERMINED WITH ACCORDANCE WITH ASTM C143.

ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 5% TO 7%. ENTRAPPED AIR SHALL NOT EXCEED 3%.

7. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR BOLTS AND WELD PLATES SHALL BE ACCURATELY PLACED AND HELD SECURELY TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT. DO NOT WET SET DOWELS, ANCHOR BOLTS, OR OTHER EMBEDDED ITEMS. ALL REINFORCEMENT SHALL BE SUPPORTED ON PLASTIC- PROTECTED WIRE BAR SUPPORTS OR PRECAST CONCRETE BAR SUPPORTS OF GREATER COMPRESSIVE STRENGTH THAN THE CONCRETE, MANUFACTURED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

MANUAL OF STANDARD PRACTICE.

CAST-IN-PLACE CONCRETE NOTES:

8. DURING THE PLACEMENT OF CONCRETE SLABS, TAKE ALL NECESSARY STEPS TO AVOID PLASTIC SHRINKAGE CRACKS DUE TO WEATHER. WET CURE ALL CONCRETE SLABS. CONVENTIONAL SAWED JOINTS SHALL BE COMPLETED WITHIN 4

TO 12 HOURS AFTER THE CONCRETE HAS BEEN FINISHED.

9. MINIMUM CONCRETE COVER FOR PROTECTION OF REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS THE DRAWINGS

DEPICT GREATER COVER REQUIREMENTS:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH : 3 INCHES

B. CONCRETE CAST AGAINST FORMWORK : 1 1/2 INCHES

C. ALL OTHER LOCATIONS : 1 1/2 INCHES (UNLESS OTHERWISE NOTED)

10. UNLESS OTHERWISE NOTED, SPLICES IN TOP REINFORCING SHALL BE MADE AT MID-SPAN BETWEEN SUPPORTS AND

SPLICES IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS.

11. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING, INCLUDING RECENTLY PLACED CONCRETE WHICH IS NO LONGER PLASTIC, COAT THE EXISTING CONCRETE SURFACE ABUTTING NEW WITH AN EPOXY BONDING COMPOUND.

12. FORMWORK SHALL BE IN ACCORDANCE WITH CHAPTER 26 OF ACI 318.

13. THE USE OF POST-INSTALLED REINFORCING STEEL AND ANCHOR BOLTS, EITHER WITH ADHESIVE, EPOXY GROUT AND/OR MECHANICAL SYSTEMS, WILL NOT BE PERMITTED UNLESS OTHERWISE NOTED. THE USE OF POST-INSTALLED SYSTEMS WILL BE CONSIDERED FOR REMEDIAL PURPOSES ONLY, SUBJECT TO APPROVAL BY THE ENGINEER OF RECORD.

14. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ASTM C94 OR ASTM C685.

CAST-IN-PLACE CONCRETE NOTES: (CONTINUED)

1. CONCRETE MASONRY SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (F'm) OF 2,500 PSI AND BE IN

ACCORDANCE TO THE FOLLOWING:

A. CONCRETE MASONRY UNITS - ASTM C90, LIGHTWEIGHT

B. CONCRETE FACING BRICK - ASTM C1634

C. NON-LOADBEARING CONCRETE MASONRY UNITS - ASTM C129

D. MORTAR - ASTM C270, TYPE M, S OR N MASONRY CEMENT

E. GROUT - ASTM C476, (F'G) - 3,000 PSI (MIN)

F. SELF-CONSOLIDATING GROUT (SCG) - ASTM C404

G. REINFORCING BARS - ASTM A615, GRADE 60 DEFORMED BARS

H. TYPE N MORTAR SHALL BE USED FOR MASONRY VENEER.

I. JOINT REINFORCEMENT - ASTM A653 G60

2. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 DEFORMED BARS, UNLESS OTHERWISE

NOTED.

3. ALL MORTAR FOR USE IN MASONRY BEARING WALLS SHALL BE IN ACCORDANCE WITH ASTM C-270 TYPE "S" MORTAR. USE TYPE "M" MORTAR FOR BELOW GRADE MASONRY. GROUT ALL CELLS SOLID BELOW FINISHED FIRST FLOOR UNLESS

OTHERWISE NOTED.

4. PROVIDE FOUNDATION DOWELS FOR ALL REINFORCED MASONRY WALLS WITH STANDARD ACI HOOK. LAP 48 BAR DIAMETERS WITH VERTICAL MASONRY REINFORCING, NUMBER, SIZE AND SPACING OF DOWELS SHALL MATCH WALL

REINFORCING. DOWELS SHALL BE WIRE TIED AND NOT SET INTO WET CONCRETE.

5. ALL REINFORCING STEEL MARKED CONTINUOUS (CONT.) SHALL BE LAPPED 48 BAR DIAMETERS AT SPLICES, UNLESS

OTHERWISE NOTED. FULLY GROUT ALL REINFORCED CELLS, BOND BEAMS AND LINTELS.

6. THE MASONRY CONTRACTOR SHALL BUILD, REINFORCE AND GROUT THE WALLS IN NO GREATER THAN 5'-4" LIFTS, MECHANICALLY VIBRATING GROUT IMMEDIATELY AFTER EACH LIFT.

7. LAP ALL REINFORCING AS FOLLOWS:

#3 - 12" #6 - 53" #4 - 18" #7 - 63" #5 - 28" #8 - 72"

8. HORIZONTAL JOINTS SHALL BE REINFORCED WITH GALVANIZED STANDARD NO. 9 GAGE LADDER TYPE AT 16" ON CENTER

ON ALL WALLS, LAP MINIMUM OF 6 INCHES.

9. DIMENSIONS SHOWN FOR CMU WALLS ARE NOMINAL BLOCK. HOLD DIMENSIONS TO OUTSIDE FACE OF CMU.

10. REFER TO ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS.

11. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200

BAR DIAMETERS OF THE REINFORCEMENT.

12. PROVIDE ONE VERTICAL BAR THE SAME SIZE AS WALL REINFORCING AT CORNERS AND ENDS OF WALLS. REFER TO

TYPICAL WALL REINFORCING DETAILS.

13. HOLLOW UNIT MASONRY CONSTRUCTION SHALL CURE AT LEAST 24 HOURS BEFORE GROUTING EACH LIFT.

14. ALL MASONRY BOND BEAMS AND LINTELS SHALL BE REINFORCED WITH (2)-#5 MINIMUM AND SHALL BE COMPLETELY GROUTED, UNLESS OTHERWISE NOTED. BOND BEAMS AT INTERSECTING CMU WALLS SHALL MEET AT THE SAME

ELEVATION AND THE REINFORCING SHALL BE LAPPED AS REQUIRED.

15. ALL MASONRY SHALL BE LAID IN A RUNNING BOND PATTERN, UNLESS OTHERWISE NOTED.

MASONRY NOTES:

ACI

ADDIT.

AISC

ARCH.

ASTM

AWS

BLDG.

B.O.

BOTT.

BRG.

CL

CLR.

CMU

COL.

CONC.

CONN.

CONT.

COORD.

DBL.

DEMO.

DET.

DIA.

DIAG.

DWGS.

EA.

E.F.

E.W.

ELEV.

EMBED.

EQ.

EXIST.

EXP.

F.F.

F.F.E.

FIN.

FLR.

FNDN.

FTG.

F.V.

GA.

GALV.

HORIZ.

AMERICAN CONCRETE INSTITUTE

ADDITION/ADDITIONAL

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ARCHITECTURAL

AMERICAN STANDARD FOR TESTING OF MATERIALS

AMERICAN WELDING SOCIETY

BUILDING

BOTTOM OF

BOTTOM

BEARING

CENTERLINE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECT/CONNECTION

CONTINUE/CONTINUOUS

COORDINATE

DOUBLE

DEMOLISH/DEMOLITION

DETAIL

DIAMETER

DIAGONAL

DRAWINGS

EACH

EACH FACE

EACH WAY

ELEVATION

EMBEDDED/EMBEDMENT

EQUAL/EQUALLY

EXISTING

EXPANSION

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FINISHED

FLOOR

FOUNDATION

FOOTING

FIELD VERIFY

GAGE

GALVANIZED

HORIZONTAL

ABBREVIATION LEGEND

INFO.

KSI

LBS.

LLH

LLV

LT.

L.W.

MANUF.

MAS.

MAX.

MIN.

MECH.

MTL.

o/c

OPNG.

OPP.

PEJ

PL

PROJ.

PSF

PSI

REINF.

REM.

REQD.

RTU

SB

SCHED.

SECT.

SIM.

STD.

STL.

STRUCT.

S.W.

THK.

T.O.

TYP.

U.O.N.

VERT.

W.P.

WT.

WWR

W/

INFORMATION

KIPS PER SQUARE INCH

POUNDS

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT

LONG WAY

MANUFACTURER

MASONRY

MAXIMUM

MINIMUM

MECHANICAL

METAL

ON CENTER

OPENING

OPPOSITE

PREMOLDED EXPANSION JOINT

PLATE

PROJECTION

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCED/REINFORCING

REMAINDER

REQUIRED

ROOF TOP UNIT

SLAB BEAM

SCHEDULE

SECTION

SIMILAR

STANDARD

STEEL

STRUCTURAL

SHORT WAY

THICK

TOP OF

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WORKING POINT

WEIGHT

WELDED WIRE REINFORCEMENT

WITH

STRUCTURAL SYMBOLS

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

WALL SECTION TAG

SECTION NUMBER

SHEET WHERE DRAWN

NEW WORK

KEYNOTE TAG

KEYNOTE NUMBER

DEMO

KEYNOTE TAG

KEYNOTE NUMBER

X

(+10.0')

(+10'-0")

ELEVATION CALLOUT

ELEVATION CALLOUT

ELEVATION TARGET

X

TYP.

2'-0"

T Y

P

2' -0

OPENINGS EXCEEDING 2'-0", BUT NOT OVER 4'-0"

IN ANY DIRECTION

FOR EITHER INTERIOR OR EXTERIOR

WALLS OR STRUCTURAL PARTITIONS

NOTES:

1. LINTEL BARS IN BOND BEAMS OVER OPENING MAY TAKE THE PLACE OF TOP BARS

SHOWN.

2. HORIZONTAL BARS BELOW OPENING TO BE IN BOND BEAM AT DOORS, OMIT BOTTOM

HORIZONTAL REINFORCING.

3. FOR EACH BAR (TYPICAL WALL REINFORCING) INTERRUPTED, ADD ONE BAR EACH

SIDE OF OPENING, MINIMUM (2)-BARS EACH SIDE.

(2)-#4, MIN. EA. SIDE.

INSIDE BAR CONT.

(2)-#4

TYP. WALL REINF.

NOTE:

PLACE "INSIDE" BAR IN ADJACENT CELLS.

TYPICAL BAR BEAM BEARING

PERPENDICULAR

VERTICAL CONTROL

JOINT

VERT. CONTROL JOINT,

REFER TO ARCH.

DWGS. FOR LOCATION

AND DETAIL

NOTE 'A'

REINF.

(2)-CELLS

NEAREST

BEAM BRG.

A. VERTICAL WALL REINFORCING BAR AS SPECIFIED. REFER TO OTHER DETAILS AND SECTIONS FOR SIZE AND

SPACING.

B. VERTICAL WALL REINFORCING BAR AS SPECIFIED (PROVIDE #4 BAR WHERE NOT OTHERWISE SPECIFIED).

C. ADDITIONAL VERTICAL WALL REINFORCING BARS MAY BE REQUIRED, REFER TO PLANS AND OTHER DETAILS.

D. CENTERLINE OF BEAM/GIRDER ABOVE, REFER TO FRAMING PLANS FOR EXACT LOCATION.

CORNER INTERSECTION OPENING BEAM BEARING AT

END OR CORNER

GROUT ALL

REINF. CELLS

SOLID, TYP.

IN

T

E

X T

OPNG.

NOTE 'D'

NOTE 'D'

NOTE 'B'

NOTE 'B',

TYP.

EQEQ

E Q

E Q

/8

WALL THICKNESS

3/8"

NOTE 'B' NOTE 'B'

OPNG.NOTE 'B'

NOTE 'C'

NOTE 'B'

NOTES:

BOND BEAM, REFER TO

SCHED. FOR REINF.

EXTERIOR WALL

1/4"x1 1/2"x24" STRAP ANCHOR

W/ 3" RIGHT ANGLE BENDS AT

EA. END AT VERT. SPACING

NOT EXCEEDING 16" O.C.

ADD VERT. REINF. AS SHOWN,

REFER TO PLAN FOR SIZE

RAKE OUT AND CAULK TO

FORM CONTROL JOINT INTERIOR WALL

EMBED BENT ENDS IN

FULLY GROUTED CELLS

INSTALL PIPE SLEEVE W/

DIA. 2" GREATER THAN PIPE

FILL VOID AROUND PIPE

W/ COMPRESSIBLE FOAM

PIPE, REFER TO

PLUMBING DWGS.

CMU WALL,

REFER TO PLAN.

DO NOT

PENETRATE AT

REINF. CELL.

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NOT FOR

CONSTRUCTION

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NOT TO SCALE

TYPICAL MASONRY OPENING REINFORCING DETAIL

NOT TO SCALE

TYPICAL WALL REINFORCING DETAILS

NOT TO SCALE

TYPICAL INTERSECTION OF BEARING AND

NON-BEARING MASONRY WALLS DETAIL

NOT TO SCALE

TYPICAL PIPE SLEEVE

THRU CMU WALL DETAIL

09/02/2025

100% BID

DOCUMENTS

S-102

S-102 D

S-102 B

S-102 C

S-103 A

S-103 B

S-103 C

S-102 F

S-102 E

NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK

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Lic. No. 55182

P R O F

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09-02-2025

PRELIMINARY

NOT FOR

CONSTRUCTION

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OVERALL PLAN

S-101

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1/16" = 1'-0"

NEW WORK OVERALL FLOOR PLAN

8' 16' 32' 64'0'

1/16" =1'-0"

GRAPHIC SCALE

NOTE:

IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE MUST BE USED.

A

B

C

D

E

F

KEY PLAN

09/02/2025

100% BID

DOCUMENTS

4S-103

S-103

6 6

S-103

Sim

7 TYP.

3 3

5 S-103

Sim

S-103

Sim

7 TYP.

7TYP.

S-103

Sim

S-103

Sim

7 TYP.

7TYP.

1. ALL ITEMS SHOWN ON THIS DRAWING ARE CONSIDERED NEW

CONSTRUCTION, UNLESS OTHERWISE NOTED AS EXISTING.

2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL

SAFETY CODES AND REGULATIONS DURING ALL PHASES OF

CONSTRUCTION.

3. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS OF OTHER

TRADES AS TO SLEEVES, ANCHORS, CHASES, INSERTS, HANGERS, ETC.

TO BE PLACED IN THE STRUCTURAL WORK.

4. CONTRACTOR MUST PROTECT EXISTING BUILDING ELEMENTS TO

REMAIN. ANY DAMAGE DONE MUST BE REPAIRED OR REPLACED AT

THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

5. THE CONTRACTOR MUST COORDINATE AND VERIFY ALL DIMENSIONS

PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES MUST BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER.

6. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOR OPENINGS

AND ALL FIRE RATED CONSTRUCTION.

7. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS

FOR FLOOR DRAINS, SLOPES, AND PENETRATIONS.

8. TOP OF CONCRETE SLAB ELEVATION MUST BE (0'-0"), UNLESS

OTHERWISE NOTED.

9. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO MASONRY

WALLS.

10. REFER TO AND COORDINATE WITH PLUMBING AND CIVIL DRAWINGS

FOR PENETRATIONS THROUGH SLAB. PROVIDE SLEEVE FOR PIPES IN

THE SLAB.

PLAN NOTES:

1. EXISTING FOUNDATION WALL AND FOOTING.

2. EXISTING CONCRETE SLAB-ON-GRADE.

3. EXISTING MASONRY WALL, FIELD VERIFY.

4. CONTRACTOR MUST DEMOLISH EXISTING MASONRY WALL DENOTED

ON PLAN (-0'-8") BELOW FINISHED FLOOR ELEVATION. PROVIDE NEW

CONCRETE INFILL, 8" DEEP, MINIMUM, BY WIDTH OF WALL. REINFORCE

AS SHOWN IN SECTIONS ON SHEET S-103.

5. AFFIX NEW MASONRY WALL TO EXISTING WITH #4 DOWELS DRILLED

AND EPOXIED INTO EXISTING WALL AT 24" ON CENTER, VERTICAL.

6. NEW MASONRY WALL TYPE, COORDINATE WITH ARCHITECTURAL

DRAWINGS. REINFORCE WITH #4 AT 24" ON CENTER, GROUTED SOLID.

REFER TO WALL REINFORCING DETAILS FOR ADDITIONAL

REINFORCING. MASONRY WALL TO SIT ATOP EXISTING CONCRETE

SLAB-ON-GRADE. DRILL AND EPOXY INTO EXISTING CONCRETE SLAB A

MINIMUM OF 2 1/2". CONTRACTOR MUST CONFIRM CONCRETE SLAB-

ON-GRADE THICKNESS IS 4" MINIMUM.

7. PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS.

8. CONTRACTOR MUST "TEETH-IN" CMU INTO EXISTING WALL (CMU TO

MATH EXISTING). FILL SOLID WITH GROUT AND PROVIDE (1)-#5 BAR

FOR VERITCAL REINFORCING.

PLAN KEY NOTES: X

3 3

S-103

Sim7

7 TYP.

4 33

5 5

S-103

Sim

S-103

Sim 77

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Lic. No. 55182

P R O F

E S

S I ONA L EN

G I N

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09-02-2025

PRELIMINARY

NOT FOR

CONSTRUCTION

F \2

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ENLARGED PLANS

S-102

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1/4" = 1'-0" (S-101) A

ENLARGED PLAN - ROOM 133

1/4" = 1'-0" (S-101) D

ENLARGED PLAN - ROOMS 116A/116B

1/4" = 1'-0" (S-101) B

ENLARGED PLAN - ROOM 178

1/4" = 1'-0" (S-101)

C

ENLARGED PLAN - ROOM 128

2' 4' 8' 16'0'

1/4" =1'-0"

GRAPHIC SCALE

NOTE:

IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE MUST BE USED.

1/4" = 1'-0" (S-101) E

ENLARGED PLAN - ROOMS 197/201

1/4" = 1'-0" (S-101)

F

ENLARGED PLAN - ROOMS 155A/155B A

B

C

D

E

F

KEY PLAN

09/02/2025

100% BID

DOCUMENTS

1. ALL ITEMS SHOWN ON THIS DRAWING ARE CONSIDERED NEW

CONSTRUCTION, UNLESS OTHERWISE NOTED AS EXISTING.

2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL

SAFETY CODES AND REGULATIONS DURING ALL PHASES OF

CONSTRUCTION.

3. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS OF OTHER

TRADES AS TO SLEEVES, ANCHORS, CHASES, INSERTS, HANGERS, ETC.

TO BE PLACED IN THE STRUCTURAL WORK.

4.…