IFB 27011 Addendum 1 Drawings Part 3 Revised.pdf

UP

UP

A-403

B1

A-401

B1

A-402

B1

SARGEANT

SARGEANT

HEAD POLICE

OFFICER - TRAINING

COORD.

VESTIBULE

LOBBY

VICTIM WITNESS

CONFERENCE

STAIR 1

STOR

CONFERENCE

VICTIM WITNESS

DIRECTOR

109TLT

CORRIDOR

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

DEPUTY CA

DEPUTY CA

DEPUTY CA

CHIEF DEPUTY CA

ADA TLT

TLT

STAFF

ENTRY

CONFERENCE

HEAD CW ATTORNEY

OFFICE

130 131

CHIEF

ADMIN

MANAGER

ASISSTANT CW

ATTORNEY

SUPERVISOR

ASSISTANT CW

ATTORNY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

CEASE FIRE CA

ASSISTANT CW

ATTORNEY

STORAGE

CHIEF

INVESTIGATOR

INVESTIGATOR

SUITE

CORRIDOR

CONFERENCE

BREAK ROOM

ASSITANT CW

ATTORNEY

POLICE

WELLNESS

ELEC

ELEC

STORAGE

STAIR 3

173 167

MENS

SHOWER

WOMENS

SHOWER

CORRIDOR

STORAGE

COMM/DATA

/ELEC

STORAGE

STORAGE

ELEV

CHIEF ANIMAL

CONTROL OFFICER

JANITOR

TLT

ADA TLT

STORAGE

POLICE DEPT. OPEN

OFFICE

BREAK

SPRINKLER

VICTIM WITNESS

SUITE

COMMONWEALTH

ATTORNEY OPEN

OFFICE

A-404

D1

ADA TLT

116A

2A

147A

9A

9B

9B

A-404

B117 0A

170B

129A

CLOSET

A-402

B5

14' - 0 7/8" ±16' - 8 1/2"27' - 2"5' - 10"16' - 11 3/4"5' - 6" 12' - 8 1/4"

10' - 10"10' - 10"10' - 10"9' - 0"10' - 10"20' - 11"

12' - 11 3/8" ± 12' - 11 3/4" 12' - 11 3/4" 12' - 11 3/4" 10' - 10" 10' - 10" 10' - 10" 10' - 10" 10' - 10"

A

LI

G

NA

LI

G N

A

LI

G N

A

LI

G N

4SA

4SA

EQEQ

4SA

4SA

4SA

4SA

10' - 10"

10' - 10"10' - 10"10' - 10 1/4" A

LI

G N

A

LI

G N

ALIGN

12' - 4"

4SA

A-201

C2

A-201D2

A-201

B2

A-201 D5

4SA

6'

1/

4"

7'

6"

5'

8"

5'

6"

CL

ALIGN

10' - 4" 10' - 4" 5' - 6" 14' - 0" 21' - 4" 22' - 5 3/4" 6' - 0"

3/ 4"

8'

0" 5'

9'

8"

SF1 SF1SF1SF1

SF1SF1SF1SF1SF1

SF7

SF1 SF1

SF8

5' - 8" 14' - 8" 7' - 3" 9' - 6" 6' - 11" 9 5/8" 15' - 4" 5' - 6" 6' - 3" 10' - 8 3/4"

8'

9"

ALIGN

3'

2"

1"

6'

/2

SF2

SF3SF4

SF10

SF9

SF5

SF6

A

LI

G N

A

LI

G N

NEIGHBORING BUILDING

NEIGHBORING BUILDING

6'

0"

3'

/4

A1

A-301

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

24' - 0" 6' - 0"

6' - 8"

6' - 0" 11' - 0" 4' - 8" 4' - 4" 6' - 0" 6' - 0" 6' - 0"

5' - 0"

4' - 8"

SF11 SF11 SF12 SF11 SF11 SF12

SHAFT

B1

2'

1"

3'

4"

3'

4"

A-406B1

4'

4" 2'

0"

STORAGE

COPY AREA

CONFERENCE

COPY

CORRIDOR

5'

8"

SF1

SF1

SF1

SF1

7B

CORRIDOR

COPY AREA

COPY AREA

ALIGN

A-406C1

6A

A-406

SIM

A-406

SIM

A-406

B1

SIM

A-406

B1

SIM

4SA

ALIGN

ADA TLT

4SB

4SA

0A

SF1SF1

MOTHERS

ROOM

STORAGE

SF1

B1

SF1

C6

B

A

109 109

CL

111 111111111111111

STAIR 2

1 2 3 4 5 6

A-502

B5

4SA

106B

EX173

4SA

112B

10MA

10MA

2'

1/

2"

3' - 5"

2'

1/

2"

10"

2'

1/

2"

A-502

B1

A-502

B2

A-502

B3

A-502

C2

4'

0"

A-502

C3

A-502

C5

2'

0"

2'

0"

4' - 11"1' - 10"

2'

3/

4"

3'

2"

5'

0"

2'

1/

4"5'

6"

6"

A-502

C6

TYP

A

LI

G N

B1

SF5

2'

6"

3'

2"

15' - 2 1/2"

1' - 6"

5' - 8"

2' - 2"

SF1 SF1

1' - 0"

2'

6"

SF1

SF1

116B

SF1

4SA

1'

5"

3'

/4

SF1

A-502

C1

A-502

C6

A-502

C6

A-502

C6

A-502

D1

A3

A-301

A-402

B3

SW

A4

A-301

10"

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

4SA

D1

A-301

4SA

4SA

4SA4SA4SA

4SA

A6

A-301

A5

A-301

D1

A-405

A-406

130B

129 129

129 129

SF1

SF1

A-406

D1

D3

D6

130B

147 147TYP147 TYP

TYP

147TYP

TYP

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF

ALL DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL DIMENSIONS ARE FACE OF MASONRY, POURED CONCRETE, OR FACE OF STUD (WOOD OR

METAL, U.N.O.

3. ALL INTERIOR PARTITIONS TO BE TYPE 4SC UNLESS NOTED OTHERWISE. REFER TO SHEET A-501

FOR PARTITION TYPES.

4. ON ALL ARCHITECTURAL SHEETS, ALL MATERIALS NOTED ARE NEW UNLESS SPECIFICALLY

NOTED AS EXISTING. ALL MATERIALS NOTED AS EXISTING SHALL REMAIN UNLESS SPECIFICALLY

NOTED TO BE REMOVED. SEE KEYNOTES FOR SPECIFIC NOTES.

5. ALL INTERIOR DOOR FRAMES SHALL BE LOCATED A DISTANCE OF SIX INCHES FROM THROAT

RETURN TO THE CLOSEST ADJACENT PERPENDICULAR PARTITION, U.N.O.

6. REFER TO MEP AND LIFE SAFETY DRAWINGS FOR MOUNTING HEIGHTS OF SWITCHES, OUTLETS, ALARMS AND ALL SURFACE MOUNTED COMPONENTS.

7. ALL MASONRY DIMENSIONS ARE NOMINAL, U.N.O.

8. REFER TO SHEET A-601 FOR DOOR AND FRAME SCHEDULE AND DETAILS.

9. REFER TO SHEET A-401 FOR TOILET ACCESSORIES SCHEDULE.

10. REFER TO SHEET A-701 FOR EQUIPMENT SCHEDULE.

1/8" = 1'-0" B1

OVERALL FIRST FLOOR PLAN - NEW WORK

PLAN NORTH

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OVERALL FIRST FLOOR

PLAN - NEW WORK

A-101

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

IN

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B U

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S T

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O

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N O

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24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

102 REGRADE SIDEWALK TO ALIGN WITH TOP OF SLAB. COORDINATE SCOPE WITH OWNER

107 FLOOR BOX FOR FUTURE METAL DETECTOR. SEE ELECTRICAL DRAWINGS

108 VERIFY FIRE RATED CONSTRUCTION OF EXISTING SHAFT WALLS AND ADD SHAFT LINER AS REQUIRED TO MEET FIRE

RATING AS DESIGNATED ON SHEET LS101

109 PRECAST SPLASH BLOCK. SEE MECHANICAL DRAWINGS

111 INFILL BRICK FOR NEW LINTELS. SEE NEW WORK BUILDING ELEVATIONS AND STRUCTURAL DRAWINGS

115 REFER TO FITNESS EQUIPMENT VENDOR DRAWING FOR ROOM LAYOUT

122 SLAB SEPARATION JOINT, SEE PARTITION TYPES AND STRUCTURAL DRAWINGS

129 CUBICLE WORKSTATION, N.I.C.

130 RECESSED CABINET HEATER. SEE MECHANICAL M-502

136 TYPICAL WALL PROTECTION ELEVATION FOR ALL WALLS IN CORRIDOR 147 AND 175

137 RE-FASTEN RAILING TO STRINGERS AND WALL AS REQUIRED FOR STABILITY

147 REPAIR EXISTING WALL FINISH WHERE MECHANICAL PIPING AND VENTS WERE REMOVED. SEE KEYNOTE D62 ON

SHEET AD101.

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06/18/2026 Lic. No. 0401013830

06/17/2026

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF

ALL DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL DIMENSIONS ARE FACE OF MASONRY, POURED CONCRETE, OR FACE OF STUD (WOOD OR

METAL, U.N.O.

3. ALL INTERIOR PARTITIONS TO BE TYPE 4SC UNLESS NOTED OTHERWISE. REFER TO SHEET A-501

FOR PARTITION TYPES.

4. ON ALL ARCHITECTURAL SHEETS, ALL MATERIALS NOTED ARE NEW UNLESS SPECIFICALLY

NOTED AS EXISTING. ALL MATERIALS NOTED AS EXISTING SHALL REMAIN UNLESS SPECIFICALLY

NOTED TO BE REMOVED. SEE KEYNOTES FOR SPECIFIC NOTES.

5. ALL INTERIOR DOOR FRAMES SHALL BE LOCATED A DISTANCE OF SIX INCHES FROM THROAT

RETURN TO THE CLOSEST ADJACENT PERPENDICULAR PARTITION, U.N.O.

6. REFER TO MEP AND LIFE SAFETY DRAWINGS FOR MOUNTING HEIGHTS OF SWITCHES, OUTLETS, ALARMS AND ALL SURFACE MOUNTED COMPONENTS.

7. ALL MASONRY DIMENSIONS ARE NOMINAL, U.N.O.

8. REFER TO SHEET A-601 FOR DOOR AND FRAME SCHEDULE AND DETAILS.

9. REFER TO SHEET A-401 FOR TOILET ACCESSORIES SCHEDULE.

10. REFER TO SHEET A-701 FOR EQUIPMENT SCHEDULE.

A-201

C2

A-201D2

A-201

B2

A-201 D5

SHAFT

B

A

STAIR 1

ELEV

STAIR 2

STAIR 3

1 2 3 4 5 6

SW

4SB

4'

0"

1' - 0"

148 1'

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PLAN - NEW WORK

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LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

116 INFILL FLOOR AREA REMOVED WITH NEW FLOOR STRUCTURE. SEE STRUCTURAL DRAWINGS

131 REPAIR AND CONSTRUCT NEW METAL STUD AND GYPSUM BOARD PARTITION AS REQUIRED AFTER INSTALLATION OF

NEW PIPING. SEE MECHANICAL DRAWINGS

148 ROOF ACCESS LADDER

149 REINFORCE WALL WITH ADDITIONAL METAL FRAMING FOR ROOF ACCESS LADDER AND WEIGHT ASSOCIATED WHEN

TRAVELING UP AND DOWN LADDER

1/8" = 1'-0" B1

OVERALL SECOND FLOOR PLAN - NEW WORK

PLAN NORTH

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06/18/2026

EXISTING 2' x 4' SUSPENDED ACOUSTIC CEILING TILES

2' x 2' SUSPENDED ACOUSTIC CEILING TILES

GYPSUM BOARD CEILING, SOFFIT OR BULKHEAD

NEW AND EXISTING LIGHT FIXTURE, SEE ELECTRICAL

HVAC SUPPLY, RETURN, EXHAUST DIFFUSER, SEE MECHANICAL

EMERGENCY / NIGHT LIGHT FIXTURE, SEE ELECTRICAL

EXISTING GYPSUM BOARD CEILING, SOFFIT OR BULKHEAD

ARMSTRONG LINEAR PLANK WOOD CEILING @ LOBBY

EXIT SIGN, SEE ELECTRICAL AND LIFE SAFETY

WALL MOUNTED ELECTRIC AC, SEE MECHANICAL

NOT IN SCOPE

C CAMERA, SEE ELECTRICAL

CEILING MOUNTED TV, SEE ELECTRICAL

TV

157 158156155

167 166

165 164

131 135132 133 134

125 124 123 122126127 121 120 119 118 117

109 108

104113114

138137

A1

A-301

EXP

EXP

CL

EQEQ

6'

0" 6'

0"

EQ 5' - 8" EQ

7'

0" 7'

0"

B

A

CL

CL CL CL CL CL CL10' - 0" 8' - 0" 10' - 0" 10' - 0" 10' - 0" 12' - 0"

CL

CLCL

3'

6" 3'

6"

CL

CL

CLCL

+9' - 1"

+9' - 1"

+9' - 0"

CL

7'

0" 7'

0"

CL

CL

5' - 0" 5' - 0"

1 2 3 4 5 6

EQ EQ

EQ 7' - 9 1/2" 7' - 9 1/2" 7' - 9 1/2" EQ

7'

3"

EQ EQ

CL

EQEQEQEQEQEQ

CLCLCL

EQ

EQ

EQ EQ

CL

EQ

EQ CL

EQ

EQ

1'

6"

1'

6"

CL CL

EQEQ

EQ

EQ

CL

3' - 0" 5' - 2" 1' - 1"

CL

EQ

EQ

EQ EQ

CLCL CL

CL

CL

CL

CL

CL

CL

+10' - 9"

+10' - 8"

EQ

EQ

CL

EQ

EQ

EQ EQ

EQ8' - 0"EQ

CL

EQ

EQ

EQ

EQ

CL

CL

EQ

EQ

CL

EQ

EQ

CL

CL

4' - 0" 4' - 0"

CL CLCL

CL

CL

EQ

EQ

EQ

EQ

EQEQ EQ EQ

1'

1"

1' - 0"

1'

0"

1' - 0"

1'

0"

CLCL

CL

CL

CL CL

A3

A-301

A4

A-301

EXP

EQ

EQ

EQ EQEQ EQ

CC

CC

C

C

CC

C C

C

C

C

C

C

C

C

C

C

C C

C

C C

C

C

CC

C

C C

C

C

D1

A-301

A6

A-301

A5

A-301

+10' - 8"

TV

TV

TV

TV

CLOSET

EQ

EQ

CL

EQ

EQ

CL

EQ

8'

0"

EQ

CL

CL

D3

A-301

2' - 0"

1' - 9"

CL

EQ

EQ

EQ

EQ

6'

6" 6'

6"

EQ EQ

EQ EQ

CL

CL

A. ALL CEILINGS SHALL BE +9'-0" ABOVE FINISHED FLOOR, U.N.O.

B. IN THE CASE OF MINOR DISCREPANCIES BETWEEN MEP AND ARCHITECTURAL

DOCUMENTS IN THE LOCATION OF CEILING MOUNTED COMPONENTS, THE

ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN. NOTIFY

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

C. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR DETAILED

INFORMATION, LOCATION AND ADDITIONAL INFORMATION.

D. LIGHTS, DIFFUSERS, SPRINKLER HEADS, EXIT SIGNS, SMOKE DETECTORS,

SPEAKERS, STROBES AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN

THE CEILING TILE IN WHICH THEY OCCUR, U.N.O.

E. ALL GYPSUM BOARD CEILING WITHIN 4'-0" OF EXTERIOR PERIMETER SHALL BE

MOISTURE RESISTANT.

F. SMOKE AND HEAT DETECTORS TO BE GREATER THAN 3'-0" FROM MECHANICAL

DIFFUSERS.

G. SEE ELECTRICAL FOR OCCUPANCY SENSOR LOCATIONS.

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SHEET NO:

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DRAWN BY:

CHECKED BY:

IS

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OVERALL FIRST FLOOR

REFLECTED CEILING PLAN

- NEW WORK

A-111

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

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1/8" = 1'-0" B1

OVERALL FIRST FLOOR REFLECTED CEILING PLAN - NEW

WORK

106 EXPOSED MECHANICAL EQUIPMENT AND DUCTWORK. SEE MECHANICAL DRAWINGS

146 ACCESS PANEL. COORDINATE EXACT LOCATION WITH MECHANICAL EQUIPMENT. SEE

MECHANICAL DRAWINGS

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

PLAN NORTH

24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

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Lic. No. 013830

JASON A. MILLER

L

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W

N O M

M

A

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8:53:32

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06/18/2026

EXISTING 2' x 4' SUSPENDED ACOUSTIC CEILING TILES

2' x 2' SUSPENDED ACOUSTIC CEILING TILES

GYPSUM BOARD CEILING, SOFFIT OR BULKHEAD

NEW AND EXISTING LIGHT FIXTURE, SEE ELECTRICAL

HVAC SUPPLY, RETURN, EXHAUST DIFFUSER, SEE MECHANICAL

EMERGENCY / NIGHT LIGHT FIXTURE, SEE ELECTRICAL

EXISTING GYPSUM BOARD CEILING, SOFFIT OR BULKHEAD

ARMSTRONG LINEAR PLANK WOOD CEILING @ LOBBY

EXIT SIGN, SEE ELECTRICAL AND LIFE SAFETY

WALL MOUNTED ELECTRIC AC, SEE MECHANICAL

NOT IN SCOPE

C CAMERA, SEE ELECTRICAL

CEILING MOUNTED TV, SEE ELECTRICAL

TV

B

A

1 2

5 6

SHAFT

106 EXP

TYP

RH

A. ALL CEILINGS SHALL BE +9'-0" ABOVE FINISHED FLOOR, U.N.O.

B. IN THE CASE OF MINOR DISCREPANCIES BETWEEN MEP AND ARCHITECTURAL

DOCUMENTS IN THE LOCATION OF CEILING MOUNTED COMPONENTS, THE

ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN. NOTIFY

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

C. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR DETAILED

INFORMATION, LOCATION AND ADDITIONAL INFORMATION.

D. LIGHTS, DIFFUSERS, SPRINKLER HEADS, EXIT SIGNS, SMOKE DETECTORS,

SPEAKERS, STROBES AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN

THE CEILING TILE IN WHICH THEY OCCUR, U.N.O.

E. ALL GYPSUM BOARD CEILING WITHIN 4'-0" OF EXTERIOR PERIMETER SHALL BE

MOISTURE RESISTANT.

F. SMOKE AND HEAT DETECTORS TO BE GREATER THAN 3'-0" FROM MECHANICAL

DIFFUSERS.

G. SEE ELECTRICAL FOR OCCUPANCY SENSOR LOCATIONS.

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

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REFLECTED CEILING PLAN

- NEW WORK

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106 EXPOSED MECHANICAL EQUIPMENT AND DUCTWORK. SEE MECHANICAL DRAWINGS

123 REINSTALL CEILING TILES AS NEEDED FOR NEW MECHANICAL DUCT. SEE MECHANICAL

DRAWINGS.

143 REPLACE MISSING AND DAMAGED CEILING TILES WHERE REFRIGERANT PIPING WAS

REMOVED

148 ROOF ACCESS LADDER

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

PLAN NORTH

24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

1/8" = 1'-0" B2

OVERALL SECOND FLOOR REFLECTED CEILING PLAN - NEW

WORK

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1. EXISTING ROOF SYSTEM (SINGLE-PLY MEMBRANE, 1/2" STYROFOAM, 1/2" GRAVEL, 1-3" FIBER BOARD WITH BITUMINOUS FLOOD COAT) TO BE DEMOLISHED DOWN TO EXISTING METAL DECK. ANY MOISTURE DAMAGED METAL DECK UNCOVERED SHALL BE EVALUATED BY THE STRUCTURAL ENGINEER OF RECORD FOR APPROPRIATE REMEDIATION OR REPLACEMENT MEASURES.

2. EXISTING PARAPET ROOF FLASHING MEMBRANE SHALL BE REMOVED IN IT'S ENTIRETY (TOP OF BLOCKING AND VERTICAL WALL.

3. EXISTING PARAPET BLOCKING SHALL BE REMOVED AND REPLACED. THE CONDITION OF THE EXISTING BLOCKING SHALL BE

EVALUATED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO REMOVAL/REPLACEMENT.

4. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO

STARTING WORK.

5. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION

OPERATIONS.

6. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. TRANSPORT / REMOVE FROM SITE ALL DEMOLISHED MATERIALS AND

LEGALLY DISPOSE OF THEM ACCORDING TO ALL STATE, FEDERAL AND EPA REQUIREMENTS.

7. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND CONSTRUCTION

DOCUMENTS

8. ALL ROOFTOP MECHANICAL, ELECTRICAL AND/OR PLUMBING EQUIPMENT SHOWN FOR REFERENCE ONLY. REFER TO MEP

DOCUMENTS FOR SPECIFIC DESIGN INFO.

9. CONTRACTOR SHALL PROTECT ALL EXISTING MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT LOCATED BELOW THE

ROOF DECK FROM WELDING ACTIVES IN THE EVENT THAT PORTIONS OF THE EXISTING ROOF DECK NEEDS REPLACEMENT.

10. CONTRACTOR TO PROVIDE ABOVE CEILING CLEANING AT COMPLETION OF WORK, IN THE EVENT THAT PORTIONS OF THE

EXISTING ROOF DECK NEEDS REPLACEMENT.

11. ALL INSULATION SHALL BE TAPERED AT 1/4" PER FOOT. MINIMUM INSULATION THICKNESS SHALL BE 1.5"D.

12. DOWNSPOUTS TO BE REPLACED ARE APPROXIMATELY 30' IN HEIGHT.

13. REMOVE AND REPLACE ALL DAMAGED OR MISSING CEILING TILES ON THE SECOND FLOOR WHERE REFRIGERANT PIPING WAS

REMOVED. SEE MECHANICAL DRAWINGS FOR PIPING LOCATION.

14. REMOVE AND REPLACE ALL DAMAGED OR MISSING CEILING TILES ON THE SECOND FLOOR WHERE RAIN LEADERS WERE

MODIFIED. SEE MECHANICAL DRAWINGS.

DIRECTION OF ROOF SLOPE TO ROOF DRAIN. NEW ROOF

SLOPES INDICATED.

ROOF DRAIN AND OVERFLOW DRAIN,

REFER TO PLUMBING DRAWINGS

RD

(E)VTR EXISTING VENT THRU ROOF, REFER TO PLUMBING

DRAWINGS

RH 36"x36" ROOF HATCH

(E)EF EXISTING EXHAUST FAN, REFER TO MECHANICAL

DRAWINGS

PATCH METAL ROOF DECK, SEE STRUCTURAL

DRAWINGS

S/CH THRU-WALL SCUPPER WITH ALUMINUM CONDUCTOR

HEAD AND 4"X4" ALUMINUM DOWNSPOUT

S THRU-WALL EMERGENCY SCUPPER

EXISTING HEAT PUMP,

REFER TO MECHANICAL DRAWINGS

E

EXISTING AIR HANDLING UNIT,

REFER TO MECHANICAL DRAWINGS (E)VTR EXISTING VENT THRU-ROOF

BASE ROOF INSULATION DEPTH AT SPECIFIC LOCATION,

APPROX. (+/-). EXCLUDES COVER BOARD, FIRE BOARD

OR ANY TAPERED CRICKETS. FINAL DEPTH SHALL BE

DETERMINED BY R-VALUE PER INCH OF INSULATION

BOARD INSTALLED.

BASIS OF DESIGN: R-VALUE=5.7 PER INCH

+7 .2

TAPERED INSULATION CRICKET, SLOPE AT 1/2" PER 1'-0"

TYPICAL MINIMUM, UON.

A-201

C2

A-201D2

A-201

B2

A-201 D5

RD

RD

RD

RD RD RD

(E)EF

(E)EF

(E)EF

A1

A-522

A1

A-522

S/CH

S/CH

S

A1

A-522

SIM.

A3

A-523

C3

A-523VI

F

VIF

5' - 8"

(E)VTR

D5

A-523

HIGH

RH

E10

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

/4

/4

/4

1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0"

1/4" / 1'-0"

/4

/4

/4

/4

/4

/4

/4

1/4" / 1'-0" 1/4" / 1'-0"

1/4" / 1'-0"

UNIT #21

UNIT #22

UNIT #23

UNIT #27

UNIT #26

UNIT #25

E10

E10

E10 E10

E10

RD

+1 .5

+1 .5

+1 .5

+1 .5

+1.5" ±

+1 0.

7"

+1 0.

7"

+7 .2

+7 .2

+7 .9

+7

+1 2.

9"

+1 2.

9"

+1 0.

3"

+7 .1

S

S/CH

DOAS-1

DSS-2B DSS-1B

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24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

1/8" = 1'-0" B1

OVERALL ROOF PLAN - NEW WORK

126 1 1/2" DEPTH VERTICAL RIB, SINGLE SKIN METAL PANEL WALL SYSTEM (COLOR: WHITE) ON HORIZ SUBGIRTS ON VERT. METAL FURRING CHANNEL. PROVIDE FLUID APPLIED 60 MIL VAPOR PERMEABLE AIR BARRIER ON CONCRETE/BRICK FACE BEHIND ALL SCHEDULED METAL PANEL AREAS PRIOR TO INSTALL OF THE VERT. METAL

FURRING CHANNELS

127 EXISTING MECHANICAL CURB TO BE RAISED AT THIS MECHANICAL UNIT. REFER TO DETAIL A2/A-525

132 REPAIR MASONRY WALL AS NECESSARY FROM REMOVAL OF MASONRY CHIMNEY

133 CURB TO BE RAISED FROM NEW INSULATION DEPTH

141 PIPE PENETRATION, SEE TYPICAL GOOSE NECK FLASHING DETAIL

144 MASONRY INFILL AT EXISTING SCUPPER PORT, PAINT TO MATCH ADJACENT COLOR

145 RECONNECT CONDUCTOR HEAD TO EXISTING DOWNSPOUT LOCATIONS TO BOOT

E10 EXISTING RTU UNIT, SEE MECHANICAL DRAWINGS

GENERAL SHEET NOTES: SHEET KEYNOTES: LEGEND:

PLAN NORTH

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FIRST FLOOR

0' - 0"

SECOND FLOOR

15' - 0"

NEIGHBORING BUILDING

TYP

A3

A-301

A1

A-523

A3

A-523

T.O. DECK

29' - 4 3/4"

±6 LF

±6 LF

±10 LF

±10 LF

±18 LF128

±8 LF

FIRST FLOOR

0' - 0"

SECOND FLOOR

15' - 0"

103103

106B

T.O. DECK

29' - 4 3/4"

D3

A-301

FIRST FLOOR

0' - 0"

SECOND FLOOR

15' - 0"

NEIGHBORING BUILDING

SF11 SF11 SF12 SF11 SF11 SF12

2'

6'

A-551

D1

A5

A-301

A1

A-523

A3

A-523

T.O. DECK

29' - 4 3/4"

TYP

±131 LF

109109

±364 LF

±94 LF

±1,267 LF

A1

A-301

170B SF8

SF10SF9

3'

4"

171 11

8'

0"

CL

CLCL

CL

12' - 0"

8' - 0"6' - 0"

8'

0"

114114

E04E04E04

8' - 0"

E06

9'

4"

EX173

A4

A-301

D1

A-301

103 103

9'

4"

±20 LF

±10 LF

1. REFER TO SHEET A-603 AND A-604 FOR TYPICAL STOREFRONT ELEVATIONS AND DETAILS.

2. REFER TO SHEET A-603 FOR GLAZING LEGEND.

3. REFER TO SHEET A-601 AND A-602 FOR DOOR SCHEDULE AND DETAILS.

4. PROVIDE FLASHING & COUNTER-FLASHING AT ALL EXTERIOR OPENINGS.

5. PRESSURE WASH ALL EXISTING TO REMAIN PRECAST CONCRETE.

INTERIOR GLASS PRIVACY FILM (GF1)

1" CLEAR INSULATING GLASS (TYP AT EXTERIOR, U.N.O.)

1/4" FLOAT GLASS (TYP AT INTERIOR, U.N.O.)

BALLISTIC FILM (GF3)

COMBINATION OF BALLISTIC FILM APPLIED TO INTERIOR

SIDE OF GLASS (GF3) AND PRIVACY FILM APPLIED TO

EXTERIOR SIDE OF GLASS (GF2)

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BUILDING ELEVATIONS -

NEW WORK

A-201

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LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

1/8" = 1'-0" C2

NORTH ELEVATION - NEW WORK

1/8" = 1'-0" D2

EAST ELEVATION - NEW WORK

1/8" = 1'-0" B2

SOUTH ELEVATION - NEW WORK

1/8" = 1'-0" D5

WEST ELEVATION

103 TOOTH IN NEW BRICK VENEER

109 PRECAST SPLASH BLOCK. SEE MECHANICAL DRAWINGS

114 PREFABRICATED METAL CANOPY

128 REPOINT BRICK AS REQUIRED TO ACHIEVE UNIFORM, IMPERVIOUS SURFACE

150 PATCH CMU AND BRICK, TOOTH-IN

151 CONNECT NEW INTERNAL ROOF DRAIN AND PIPING TO EXISTING STORM PIPE

E04 EXISTING ALUMINUM STOREFRONT WINDOWS

E06 EXISTING ACCESS DOOR

*BASE BID:

PREP, REPOINT BRICK AND FILL

CRACKS, REPAINT PLAN NORTH,

SOUTH AND WEST EXTERIOR WALLS,

LEAVING EAST WALL FACING MAIN

STREET EXISTING BLONDE BRICK

COLOR. PAINT COLOR AS SELECTED

BY OWNER.

*ALTERNATE BID ITEM #1:

STRIP ALL PAINT, REPOINT BRICK

AND FILL CRACKS, REPAINT PLAN

NORTH, SOUTH AND WEST EXTERIOR

WALLS, LEAVING EAST WALL FACING

MAIN STREET EXISTING BLONDE

BRICK COLOR. PAINT COLOR AS

SELECTED BY OWNER.

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FIRST FLOOR

0' - 0"

4'

8" 3'

4"

11 3/4" ±

SOLID SURFACE WINDOW STOOL

BRICK VENEER AT

STOREFRONT SF9

W/ BRICK TIES @ 16" OC

VERT 24" OC

8" CMU W/ HORIZ JOINT

REINF @ 16" OC VERT

MTL FURRING STRIPS

TO MATCH EXISTING

5/8" GWB

BASE AS SCHEDULED

STEEL LINTEL, SEE STRUCTURAL DRAWINGS

BRICK VENEER (6 COURSES)

EXISTING BRICK VENEER

ALUMINUM STOREFRONT

SHIM AND BACKER ROD

BOTH SIDES

ALUMINUM SILL FLASHING

EXISTING BRICK VENEER, 8"

CMU AND FURRING AT SF10

MTL FURRING STRIPS

TO MATCH EXISTING

5/8" GWB

EXISTING FLOOR SLAB

A-604

D3

EXISTING 8" CMU

11 3/4"

SCHEDULED MANUAL ROLLER

SHADES. ALIGN FRONT FACE OF

FASCIA WITH HEADER ABOVE.

FLUID-APPLIED VAPOR

PERMEABLE AIR BARRIER

1"

CONTINUOUS SEALANT

CONTINUOUS WD BLOCKING

3-1/2" BATT. INSULATION

THRU-WALL FLASHING W/

WEEPS @ 24" OC HORIZ

FIRST FLOOR

0' - 0"

BRICK VENEER TO MATCH

ADJACENT INTERIOR

CONSTRUCTION

EXISTING WALL CONSTRUCTION

EXISTING FLOOR SLAB

11 3/4" ±

7'

EXTERIOR BRICK VENEER

BRICK VENEER

W/ BRICK TIES @ 16" OC

VERT 24" OC 8" CMU W/ HORIZ JOINT

REINF @ 16" OC VERT

FLUID-APPLIED VAPOR

PERMEABLE AIR BARRIER

THRU-WALL FLASHING W/

WEEPS @ 24" OC HORIZ

FIRST FLOOR

0' - 0"

7'

MTL FURRING STRIPS

TO MATCH EXISTING

5/8" GWB

EXISTING FLOOR SLAB

EXISTING BRICK VENEER

8" CMU W/ HORIZ JT

REINF @ 16" OC VERT

BRICK VENEER

W/ BRICK TIES @ 16" OC

VERT 24" OC

THRU-WALL FLASHING W/

WEEPS @ 24" OC HORIZ

11 3/4" ±

T.O. OPENING

10' - 8"

1'

0"

THRU EYE BOLT W/

COMPRESSION SLEEVE

AND WASHER. SEE STRUCTURAL

DRAWINGS

EXISTING 8" CMUEXISTING BRICK VENEER

PRE-ENGINEERED/

PRE-MANUF. MTL CANOPY

2' - 0"

GROUT CELL SOLID

THRU EYE BOLT W/

COMPRESSION SLEEVE

AND WASHER. SEE STRUCTURAL

DRAWINGS

EXISTING ALUMINUM STOREFRONT

SCHEDULED CEILING,

SEE REFLECTED CEILING PLAN

2 1/2" MTL STUDS @16" OC

5/8" GWB

SEE ELEVATION D5/A-201

FOR BOTTOM OF CANOPY

ELEVATIONS

BRICK REMOVAL REQUIRED

WHERE TO SEAL AROUND THE

EYE BOLT HOLE IN THE CAVITY

TO ENSURE WATERPROOFING

FIRST FLOOR

0' - 0"

11 3/4" ±

3"

1'

/2

6'

1/

2"

STEEL LINTEL, SEE STRUCTURAL DRAWINGS

BRICK VENEER (3 COURSES)

EXISTING BRICK VENEER

MTL FURRING STRIPS

TO MATCH EXISTING

EXISTING BRICK VENEER

EXISTING 8" CMU

ALUMINUM STOREFRONT

SHIM AND BACKER ROD

BOTH SIDES

ALUMINUM SILL FLASHING

BASE AS SCHEDULED

EXISTING FLOOR SLAB

A-604

D3

SIM. NO ROLLER

SHADE

CONTINUOUS WD BLOCKING

GROUT SOLID

FIRST FLOOR

0' - 0"

11 3/4" ±

BRICK VENEER (9 COURSES)

EXISTING BRICK VENEER

EXISTING 8" CMU

STEEL LINTEL, SEE

STRUCTURAL DRAWINGS

STEEL LINTEL PLATE,

SEE STRUCTURAL DRAWINGS

SEALANT AND BACKER ROD

BOTH SIDES

3"

FLEXIBLE THRU-WALL

FLASHING FORM END DAMS

EACH SIDE OF OPENING

FLUID APPLIED VAPOR

PERMEABLE AIR BARRIER

CMU SOPE INFILL WITH

WELDED TIES @ 32" OC

SHIM

EXISTING SLAB

SCHEDULED CEILING,

SEE REFLECTED CEILING PLAN

2 1/2" MTL STUDS @16" OC

5/8" GWB

S.S. METAL DRIP WITH

WEEPS AT 24" OC

8" CMU

EXISTING CANOPY STRUCTURE

EXISTING BRICK VENEER

11 3/4"

EXISTING CANOPY ROOFING SYSTEM

ACRYLIC PLASTER FINISH SYSTEM ON 1/2" FIBERGLASS MAT

FACED SHEATHING ON 7/8" METAL HAT CHANNELS @ 12" OC,

ON 2 1/2" METAL CHANNELS @ 16" OC.

VENTED SOFFIT REVEAL ALL SIDES, FRY REGLET

DRMF-50-V-100 OR EQUAL, PREFINISHED WHITE

EXISTING CANOPY FASCIA

8' - 0" ±

VENTED SOFFIT REVEAL ALL SIDES, FRY REGLET DRMF-50-V-100 OR EQUAL, PREFINISHED WHITE

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WORK

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1" = 1'-0" A1

WALL SECTION

1" = 1'-0"

A3

WALL SECTION

1" = 1'-0" A4

WALL SECTION AT SHAFT

1" = 1'-0" D1

TYP. MAPES CANOPY INSTALLATION DETAIL

1" = 1'-0" A5

WALL SECTION

1" = 1'-0"

A6

WALL SECTION

1" = 1'-0" D3

CANOPY DETAIL

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JANITOR

TLT

ADA TLT

4SA

4SB

4SA

A-401B3

B6

B5

B4

A-401

D3

D4

A-401

C6

C4

C5C3

1' - 5 "

CL

CL

CL

CL

PTDSD

M1

SND

TPD

CH

GB-36

GB-18

GB-42

TPD

SND

M1

SD PTD

4SA

MH

CH

1' - 5" 1' - 5"

1' - 5"

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

M1

GB-36

1' - 5"

CL

PT3

SCHEDULED WALL SCONCE

PTD SD

PTB1

PNT1

CH

PTB1

PNT2

GB-18

GB-42

TPDSND

PTB1

PNT1

TPD SND

PNT1

PTB1

M1

PT3

CL

1' - 5"

SCHEDULED WALL SCONCE

CH

PNT2

PTB1

MH

FRP1

4'

0"

PNT1

FRP1

4'

0"

RWB1

PNT1

PTDSD

PTB1

PNT1

1. REFERENCE THE TOILET ACCESSORIES SCHEDULE ON SHEET A-407 FOR ALL ITEMS TAGGED

WITH THE FOLLOWING SYMBOL:

2. REFERENCE THE EQUIPMENT SCHEDULE ON SHEET A-701 FOR ALL ITEMS TAGGED WITH THE

FOLLOWING SYMBOL:

3. PROVIDE AND INSTALL NEW RESTROOM COUNTERTOP, BACKSPLASH AND PLAM SKIRTS WHERE

INDICATED. SEE PLUMBING DRAWINGS FOR SINK SPECIFICAITON.

4. CASEWORK AND COUNTERTOPS SHOWN FOR REFERENCE ONLY AT BREAK ROOMS AND

MOTHER'S ROOM; NOT IN CONTRACT (NIC). FINAL DESIGN, FABRICATION, AND INSTALLATION BY

OTHERS. COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

5. WRAP ALL EXPOSED PIPES FOR ADA COMPLIANCE.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

A

B

C

D

E

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

S

U A

N C

E S

C H

E D

U

M B

S

C R

IP

T ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

0_

R

/G od w in

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R en o_ A

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H _R

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ENLARGED RESTROOM

PLANS AND ELEVATIONS,

TOILET ACCS SCHEDULE

A-401

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

IN

V

IR

G

IN

IA

N

P

IL

O T

B U

IL

D

IN

G

C

IT

Y O

F S

U F

F O

LK

, V

A

N . M

A

IN

S T

. S U

F F

O

LK

V A

R E

N O

V A

T

IO

N

3/8" = 1'-0" B1

ENLARGED POLICE DEPT. RESTROOMS & JAN CLOSET

PLAN NORTH

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

101 MOP SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

8'6'4'3'2'1'0

3/8"=1'-0"

GRAPHIC SCALE

3/8" = 1'-0" B3

ADA TOILET ROOM ELEVATION

3/8" = 1'-0"

B4

ADA TOILET ROOM ELEVATION

3/8" = 1'-0" B5

ADA TOILET ROOM ELEVATION

3/8" = 1'-0"

B6

ADA TOILET ROOM ELEVATION

3/8" = 1'-0" C6

TOILET ROOM ELEVATION

3/8" = 1'-0"

C3

TOILET ROOM ELEVATION

3/8" = 1'-0" C5

TOILET ROOM ELEVATION

3/8" = 1'-0" D3

JANITOR CLOSET ELEVATION

3/8" = 1'-0"

D4

JANITOR CLOSET ELEVATION

3/8" = 1'-0" C4

TOILET ROOM ELEVATION

TOILET ACCESSORY SCHEDULE - BASIS OF DESIGN

ID COUNT DESCRIPTION CFCI OFOI COMMENTS

BCS 2 BABY CHANGING STATION WITH DIAPER BAG HOOK X SATIN STAINLESS STEEL

CH 13 COAT HOOK X SATIN STAINLESS STEEL

FDB 2 FOLD DOWN BENCH X SATIN STAINLESS STEEL

GB-18 7 GRAB BAR, 18" X SATIN STAINLESS STEEL

GB-24 4 GRAB BAR, 24" X SATIN STAINLESS STEEL

GB-36 6 GRAB BAR, 36" X SATIN STAINLESS STEEL

GB-42 6 GRAB BAR, 42" X SATIN STAINLESS STEEL

GB-48 2 GRAB BAR, 48" X SATIN STAINLESS STEEL

M1 9 24x36 MIRROR X SATIN STAINLESS STEEL

M2 2 24x72 MIRROR X SATIN STAINLESS STEEL

MH 1 MOP HOLDER W/ UTILITY SHELF X SATIN STAINLESS STEEL

PTD 10 PAPER TOWEL DISPENSER X GEORGIA PACIFIC, 59762

SD 10 SOAP DISPENSER X GEORGIA PACIFIC, 52060

SHC 4 SHOWER CURTAIN, ROD AND HOOKS X SATIN STAINLESS STEEL ROD AND HOOKS W/ OPAQUE

MATTE WHITE VINYL SHOWER CURTAIN

SND 6 SANITARY NAPKIN DISPOSAL X SATIN STAINLESS STEEL

TPD 9 TOILET PAPER DISPENSER X SATIN STAINLESS STEEL

*NOTE - CFCI: CONTRACTOR FURNISHED, CONTRACTOR INSTALLED / OFOI: OWNER FURNISHED, OWNER INSTALLED

/1

/2

A

M E

N D

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Lic. No. 013830

JASON A. MILLER

L

O C

I

NI

G

RI

VF

OHTAE

W

N O M

M

A

A HCRDE

C

ERT

I

IF

CET

T

I

8:53:32

AM

06/18/2026

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

TLT

ADA TLT

A-402D3

C3

D4

C4

A-402

D1

D2C2

C1

126127

CL

CL SD

MIN

1' - 6"

1'

5"

CL

CL

M1

PTD

TPD

SND

GB-18

GB-42

SND

GB-36

PTD

SD

M1

CH

CH

1'

6" 1'

5"

1'

6"

TPD

3'

0"

3'

0"

M1PT2

CL

1' - 6"

SS1

PL1

C1

A-407

SCHEDULED

WALL SCONCE

SD

PTD

PNT1

PTB1

PL1

SS1

TPD SND

PNT1

PTB1

CH

PNT3

PTB1

CH

PTD SD

PNT1

PTB1

PL1

SS1

M1

GB-36

1' - 6"

CL

PT2

SS1

PL1

C1

A-407

SCHEDULED

WALL SCONCE

GB-18

GB-42

TPD

SND

PNT1

PTB1

PNT3

PTB1

BCS @ ADA TLT 111

ADA TLT

4SA

4SA

A-402

D5

D6

C6C5

CL

SD

PTD

TPD

CL

MOTHERS ROOM

M1

7' - 3" 9' - 6"

8'

9"

A-406B3

PTD

SD

1'

8"

1' - 6"

CL

GB-42

GB-18

GB-36

SND 1'

5"

CHCH

C3

4SA

4SA

4SA

BCS

PNT7

PTB1

BCS

M1

PTD

GB-36SS1

PL1

PT3

C1

A-407

SD

GB-18

GB-42

SND TPD

PNT1

PT3

6'

0"

TR2

B6

A-704

SD

CH

PL1

PT3

PNT1

6'

0"SS1

TR2

B6

A-704

A-406

B4

CH

PTD

TPD

SND

M1SD

GB-36

GB-42

EQ EQ

CL

CLCL

1' - 6" 1' - 6"

CLCL

ADA TLT

TLT

4SA

4SA

4SA

A-402

C2

C1

D2

D1

SIM

TPD

SND

M1

SD

PTD

CH

A-402

C4

D4

D3

C3

SIM

GB-18

1' - 5" 1' - 5"

BCS

3' - 0" 3' - 0"

1. REFERENCE THE TOILET ACCESSORIES SCHEDULE ON SHEET A-407 FOR ALL ITEMS TAGGED

WITH THE FOLLOWING SYMBOL:

2. REFERENCE THE EQUIPMENT SCHEDULE ON SHEET A-701 FOR ALL ITEMS TAGGED WITH THE

FOLLOWING SYMBOL:

3. PROVIDE AND INSTALL NEW RESTROOM COUNTERTOP, BACKSPLASH AND PLAM SKIRTS WHERE

INDICATED. SEE PLUMBING DRAWINGS FOR SINK SPECIFICAITON.

4. CASEWORK AND COUNTERTOPS SHOWN FOR REFERENCE ONLY AT BREAK ROOMS AND

MOTHER'S ROOM; NOT IN CONTRACT (NIC). FINAL DESIGN, FABRICATION, AND INSTALLATION BY

OTHERS. COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

5. WRAP ALL EXPOSED PIPES FOR ADA COMPLIANCE.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

A

B

C

D

E

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

S

U A

N C

E S

C H

E D

U

M B

S

C R

IP

T ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

0_

R

/G od w in

-V irg in ia n P ilo t_

R en o_ A

R C

H _R

.r vt

7/

/2

:0 9:

A

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ENLARGED RESTROOM

PLANS AND ELEVATIONS

A-402

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

IN

V

IR

G

IN

IA

N

P

IL

O T

B U

IL

D

IN

G

C

IT

Y O

F S

U F

F O

LK

, V

A

N . M

A

IN

S T

. S U

F F

O

LK

V A

R E

N O

V A

T

IO

N

PLAN NORTH

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

3/8" = 1'-0" B1

ENLARGED COMMONWEALTH ATTORNEYS SUITE

RESTROOMS

8'6'4'3'2'1'0

3/8"=1'-0"

GRAPHIC SCALE

PLAN NORTH

3/8" = 1'-0" D3

TOILET ROOM ELEVATION

3/8" = 1'-0"

D4

TOILET ROOM ELEVATION

3/8" = 1'-0" C3

TOILET ROOM ELEVATION

3/8" = 1'-0"

C4

TOILET ROOM ELEVATION

3/8" = 1'-0" D1

ADA TOILET ROOM ELEVATION

3/8" = 1'-0"

D2

ADA TOILET ROOM ELEVATION

3/8" = 1'-0" C1

ADA TOILET ROOM ELEVATION

3/8" = 1'-0"

C2

ADA TOILET ROOM ELEVATION

3/8" = 1'-0" B5

ENLARGED UNISEX RESTROOM

PLAN NORTH

3/8" = 1'-0" C5

TOILET ROOM ELEVATION

3/8" = 1'-0"

C6

TOILET ROOM ELEVATION

3/8" = 1'-0" D5

TOILET ROOM ELEVATION

3/8" = 1'-0"

D6

TOILET ROOM ELEVATION

3/8" = 1'-0" B3

ENLARGED COMMONWEALTH ATTORNEYS SUITE

RESTROOMS

104 HI-LO DRINKING FOUNTAIN WITH BOTTLE FILLER. PROVIDE CANE APRON FOR ADA

COMPLIANCE. SEE DETAIL D1/G-002 AND PLUMBING DRAWINGS

/1

/2

A

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N D

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Lic. No. 013830

JASON A. MILLER

L

O C

I

NI

G

RI

VF

OHTAE

W

N O M

M

A

A HCRDE

C

ERT

I

IF

CET

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8:53:32

AM

06/18/2026

6-1/2" 5' - 4 7/8" 8' - 0" 8' - 3" 5' - 8 1/2"

167 166

MENS SHOWER

WOMENS SHOWER

A-403 D5

E1

E2

E3 A-403 C4

C1

C2

C3

A-403D5

E1

E2

E3

4" 4"

3'

0"

OPP

A-403

C1

C2

OPP

C3

C4

GB-48

GB-24

M1M1

SHC

SHC

SHCSHC

TPD

SND

TPD

GB-42

GB-36

GB-36

GB-42

GB-48

GB-24

FDBFDB

4SA

GB-18

GB-18

1'

5"

1'

5"

1'

6"

CL

CL CL

SDSD

PTD PTD

A-406

B4

SIM

6SA 4SC

4SC

4SB

4SA

5'

0"

5'

0"

3'

0"

EQEQ

CL

CH

CH

M2

M2

CH

CH

ø 0' - 7"

GB-24 GB-24

7'

0"

PNT1

OPEN TO

BEYOND

SHC

SHC

INTEGRAL BASE, RF1

CH

2' - 0"1' - 0"

CL

M2

CL

PNT7

INTEGRAL BASE, RF1

PT3

SD

TR2

A2

A-704

B6

A-704

SIM

7'

0"

FDB

SHC

GB-24

SSWP1PNT1

INTEGRAL BASE, RF1

CH

2' - 6" 2' - 8"

CL CL

7'

0"GB-48

SHC

PNT1

SSWP1

INTEGRAL BASE, RF1 INTEGRAL BASE, RF1

PNT7

CL 1' - 6"

INTEGRAL BASE, RF1

PT3

PTD

M1

GB-36

SS1

PL1

END PANEL, PL1

PNT1

C1

A-407

SD

TR2

A2

A-704

GB-18

GB-42

TPD

PT3

INTEGRAL BASE, RF1

A2

A-704

OPEN TO

BEYOND

SHC

TP1

PNT1

INTEGRAL BASE, RF1

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

1. REFERENCE THE TOILET ACCESSORIES SCHEDULE ON SHEET A-407 FOR ALL ITEMS TAGGED

WITH THE FOLLOWING SYMBOL:

2. REFERENCE THE EQUIPMENT SCHEDULE ON SHEET A-701 FOR ALL ITEMS TAGGED WITH THE

FOLLOWING SYMBOL:

3. PROVIDE AND INSTALL NEW RESTROOM COUNTERTOP, BACKSPLASH AND PLAM SKIRTS WHERE

INDICATED. SEE PLUMBING DRAWINGS FOR SINK SPECIFICAITON.

4. CASEWORK AND COUNTERTOPS SHOWN FOR REFERENCE ONLY AT BREAK ROOMS AND

MOTHER'S ROOM; NOT IN CONTRACT (NIC). FINAL DESIGN, FABRICATION, AND INSTALLATION BY

OTHERS. COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

5. WRAP ALL EXPOSED PIPES FOR ADA COMPLIANCE.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

A

B

C

D

E

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

S

U A

N C

E S

C H

E D

U

M B

S

C R

IP

T ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

0_

R

/G od w in

-V irg in ia n P ilo t_

R en o_ A

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H _R

.r vt

7/

/2

:0 9:

A

M

ENLARGED SHOWER

ROOM PLANS AND

ELEVATIONS

A-403

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

IN

V

IR

G

IN

IA

N

P

IL

O T

B U

IL

D

IN

G

C

IT

Y O

F S

U F

F O

LK

, V

A

N . M

A

IN

S T

. S U

F F

O

LK

V A

R E

N O

V A

T

IO

N

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

3/8" = 1'-0" B1

ENLARGED MEN AND WOMENS SHOWER ROOMS

3/8" = 1'-0" C4

SHOWER AREA ELEVATION

3/8" = 1'-0" E3

TOILET AREA ELEVATION

3/8" = 1'-0" C2

SHOWER AREA ELEVATION

3/8" = 1'-0"

C1

SHOWER AREA ELEVATION

3/8" = 1'-0" C3

SHOWER AREA ELEVATION

3/8" = 1'-0" D5

TOILET AREA ELEVATION

3/8" = 1'-0"

E1

TOILET AREA ELEVATION

3/8" = 1'-0" E2

TOILET AREA ELEVATION

8'6'4'3'2'1'0

3/8"=1'-0"

GRAPHIC SCALE

PLAN NORTH

112 HI-LO DRINKING FOUNTAIN WITH BOTTLE FILLER. SEE PLUMBING DRAWINGS

117 PROVIDE 7" DIA. GROMMET

/1

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A

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Lic. No. 013830

JASON A. MILLER

L

O C

I

NI

G

RI

VF

OHTAE

W

N O M

M

A

A HCRDE

C

ERT

I

IF

CET

T

I

8:53:32

AM

06/18/2026

BREAK ROOM

A-404

C5

B5

16' - 11 3/4"

/2

A-502

B6

6'

0"

6'

TV2

A-404

C3

EQEQ

B3

CM

DWREF1REF1

MW

B

SF1

4SA

4SA

4SA

4SA

F1

BREAK

A-404

D5

D3

6' - 9" 9' - 11 1/2"

2'

1/

4"

1"

CM

DW

4'

4"

1"

STORAGE

A-406

C4

MW

2' - 2"

CL

REF1

4SA

4SC

4SA

4SA

4SC

F1

9'

2'

2'

1'

2'

0"

OPEN

OPEN

OPEN

RWB1

PNT1

9'

HIDDEN

COUNTERTOP

WALL BRACKET

2'

0" 2'

6"

1'

8" 2'

"MW

CM

PT1

PNT1

PNT1

RWB1

CORNER FILLER AS REQD.

3' - 1"3' - 1"3' - 1"

1' - 8"

CORNER FILLER AS REQD.

2' - 6"2' - 6"1' - 9"1' - 9"

9' - 7"

CASEWORK N.I.C.

10' - 7"

TR2

B6

A-704

SIM

2'

0" 1'

0"

6'

0"

DW

1'

1" 1'

1"

REF1

PNT1

RWB1 BEHIND

REFRIGERATOR

2'

0" 2'

6"

1'

8" 2'

9'

0"

9'

0"

CORNER FILLER AS REQD.

2' - 0"2' - 10"3' - 6"

PANEL AS REQD.

3' - 0"

FILLER AS REQD.

11' - 9 3/4"

1' - 11"

CORNER FILLER AS REQD.

1' - 0"3' - 0"2' - 0"1' - 6"

PANEL AS REQD.

3' - 1 1/4"

CASEWORK N.I.C.

9' - 8 1/2"

PT4

FILLER AS REQD.

1' - 9"2' - 6"2' - 6"

CORNER FILLER AS REQD.

1' - 11"

MW

CM

FILLER AS REQD.

1' - 9"3' - 0"3' - 0"

CORNER FILLER AS REQD. PNT1

RWB1

8' - 2 1/4"

2'

0" 2'

6"

1'

8" 2'

9'

0"

CASEWORK N.I.C.

9' - 3"

PT4

OPEN

OPEN

OPEN

RWB1

PNT1

2'

6" 1'

8"

2'

9'

0"

DW

REF1 REF1

PNT1

PT1

RWB1 BEHIND

REFRIGERATORS

FILLER AS REQD.

3' - 2"3' - 2"

FILLER AS REQD.

1' - 6"4' - 6"2' - 9"

CORNER FILLER AS REQD.

15' - 6 7/8"

2'

6" 1'

8"

2'

7'

0"

6' - 5 1/2"

PANEL AS REQD.

2' - 0"3' - 0"2' - 9"

CORNER FILLER AS REQD.

1' - 11"

CASEWORK N.I.C.

16' - 6 7/8"

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

1. REFERENCE THE TOILET ACCESSORIES SCHEDULE ON SHEET A-407 FOR ALL ITEMS TAGGED

WITH THE FOLLOWING SYMBOL:

2. REFERENCE THE EQUIPMENT SCHEDULE ON SHEET A-701 FOR ALL ITEMS TAGGED WITH THE

FOLLOWING SYMBOL:

3. PROVIDE AND INSTALL NEW RESTROOM COUNTERTOP, BACKSPLASH AND PLAM SKIRTS WHERE

INDICATED. SEE PLUMBING DRAWINGS FOR SINK SPECIFICAITON.

4. CASEWORK AND COUNTERTOPS SHOWN FOR REFERENCE ONLY AT BREAK ROOMS AND

MOTHER'S ROOM; NOT IN CONTRACT (NIC). FINAL DESIGN, FABRICATION, AND INSTALLATION BY

OTHERS. COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

5. WRAP ALL EXPOSED PIPES FOR ADA COMPLIANCE.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

A

B

C

D

E

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

S

U A

N C

E S

C H

E D

U

M B

S

C R

IP

T ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

0_

R

/G od w in

-V irg in ia n P ilo t_

R en o_ A

R C

H _R

.r vt

7/

/2

:0 9:

A

M

ENLARGED BREAK ROOM

PLANS AND ELEVATIONS

A-404

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

IN

V

IR

G

IN

IA

N

P

IL

O T

B U

IL

D

IN

G

C

IT

Y O

F S

U F

F O

LK

, V

A

N . M

A

IN

S T

. S U

F F

O

LK

V A

R E

N O

V A

T

IO

N

1/4" = 1'-0" B1

ENLARGED COMMONWEALTH ATTORNEYS SUITE BREAK

ROOM

1/4" = 1'-0" D1

ENLARGED POLICE DEPT. SUITE BREAK AREA

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

3/8" = 1'-0" C5

BREAK ROOM ELEVATION

3/8" = 1'-0" B5

BREAK ROOM ELEVATION

3/8" = 1'-0" D3

BREAK AREA ELEVATION

3/8" = 1'-0"

D5

BREAK AREA ELEVATION

8' 12'4'2'0

1/4"=1'-0"

GRAPHIC SCALE

8'6'4'3'2'1'0

3/8"=1'-0"

PLAN NORTH

PLAN NORTH

3/8" = 1'-0" C3

BREAK ROOM ELEVATION

3/8" = 1'-0" B3

BREAK ROOM ELEVATION

135 INSINKERATOR GARBAGE DISPOSAL. SEE PLUMBING AND ELECTRICAL DRAWINGS

F1 ALL CASEWORK AND COUNTERTOPS IN THIS ROOM ARE FOR REFERENCE ONLY; N.I.C.

COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

/1

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Lic. No. 013830

JASON A. MILLER

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06/18/2026

EQ8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"EQ

CL

AP2 AP3

AP4

AP3

AP4

AP3

AP4

AP1AP4AP1AP4AP1AP4AP1AP4AP1

AP4 AP1

AP2AP3

AP1AP4

AP3

AP4AP1

AP2 AP2 AP2AP2

EQEQ

AP1 AP1 AP1 AP1

PNT6

RWB3

1'

0"

1. REFERENCE THE TOILET ACCESSORIES SCHEDULE ON SHEET A-407 FOR ALL ITEMS TAGGED

WITH THE FOLLOWING SYMBOL:

2. REFERENCE THE EQUIPMENT SCHEDULE ON SHEET A-701 FOR ALL ITEMS TAGGED WITH THE

FOLLOWING SYMBOL:

3. PROVIDE AND INSTALL NEW RESTROOM COUNTERTOP, BACKSPLASH AND PLAM SKIRTS WHERE

INDICATED. SEE PLUMBING DRAWINGS FOR SINK SPECIFICAITON.

4. CASEWORK AND COUNTERTOPS SHOWN FOR REFERENCE ONLY AT BREAK ROOMS AND

MOTHER'S ROOM; NOT IN CONTRACT (NIC). FINAL DESIGN, FABRICATION, AND INSTALLATION BY

OTHERS. COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

5. WRAP ALL EXPOSED PIPES FOR ADA COMPLIANCE.

GM1 GM1 GM1 GM1 GM1

1'

0"

172 170A 177

GM1

EQ 15' - 0" EQ

4" 10' - 0"

GM1 GM1 GM1 GM1

1'

0"

GM1 GM1 GM1 GM1 GM1 GM1 GM1

6" 17' - 6"

6'

0" 1'

0"

PNT6

RWB3

PNT6 PNT6PNT6

RWB3 RWB3RWB3

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

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INTERIOR ELEVATIONS

A-405

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

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IN

V

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IN

IA

N

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IL

O T

B U

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D

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G

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Y O

F S

U F

F O

LK

, V

A

N . M

A

IN

S T

. S U

F F

O

LK

V A

R E

N O

V A

T

IO

N

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

8'6'4'3'2'1'0

3/8"=1'-0"

GRAPHIC SCALE

3/8" = 1'-0" B1

POLICE WELLNESS ELEVATION

3/8" = 1'-0" D1

POLICE WELLNESS

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Lic. No. 013830

JASON A. MILLER

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8:53:32

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06/18/2026

CL

EQ EQ

5'

0"

CL

RWB2

PNT2

POLICE

DEPT. LOGO

COMMONWEALTH

ATTORNEYS LOGO

10" 2' - 6" 8' - 7" 2' - 6" 9 5/8"

EQ EQ EQ EQ

EQ

2'

6"

EQ

1/ 4"

4'

0" 4"

WC1

EQ EQ

CLCL

CL

15' - 2 5/8"

9'

0"

EQ

EQ

CL

6"

3/

4" 6" 5"

4"

1/

4"

4"

2" EQ. 2" EQ. 2" EQ. 2"

TR4

WC3

RWB1

TR6

TR5

4'

1/

4"

C4

A-704

A4

A-704 D6

A-704

(TYP. @ ALL TR4

VERTICAL WAINSOT

LOCATIONS)

TR4

C1

A-704

WC3WC3

SG1

1' - 10" 2' - 2"

CL

4' - 0"

4'

8" 4"

3'

0"

1'

4"

WC3

WC2

1/

4" 4'

0"

TR4

PNT2

REF2

FILLER AS REQD.

3' - 0" 2' - 0" 3' - 0"

FILLER AS REQD.

CASEWORK N.I.C.

8' - 4 1/8" 2'

EQEQ

CL

4' - 0"

4'

8" 4"

SG1

111110

1'

4"

PNT1

RWB2

1. REFERENCE THE TOILET ACCESSORIES SCHEDULE ON SHEET A-407 FOR ALL ITEMS TAGGED

WITH THE FOLLOWING SYMBOL:

2. REFERENCE THE EQUIPMENT SCHEDULE ON SHEET A-701 FOR ALL ITEMS TAGGED WITH THE

FOLLOWING SYMBOL:

3. PROVIDE AND INSTALL NEW RESTROOM COUNTERTOP, BACKSPLASH AND PLAM SKIRTS WHERE

INDICATED. SEE PLUMBING DRAWINGS FOR SINK SPECIFICAITON.

4. CASEWORK AND COUNTERTOPS SHOWN FOR REFERENCE ONLY AT BREAK ROOMS AND

MOTHER'S ROOM; NOT IN CONTRACT (NIC). FINAL DESIGN, FABRICATION, AND INSTALLATION BY

OTHERS. COORDINATE DIMENSIONS AND CLEARANCES WITH ADJACENT CONSTRUCTION. GC TO

PROVIDE BLOCKING AND WALL PREPARATION AS REQUIRED FOR FUTURE INSTALLATION.

5. WRAP ALL EXPOSED PIPES FOR ADA COMPLIANCE.

PTD

SD

PNT1

RWB1

CH

AP1

EQEQ

CL

AP2

AP1 AP1

AP2

AP1AP4

AP3

AP4

PNT6

RWB3

RWB1

TR5

(TYP. @ ALL TR4

VERTICAL WAINSCOT

LOCATIONS)

WC3

WC3

D6

A-704

EQ. 2" EQ.

1/

4" 4'

0"

4"

TR4

C1

A-704

WC1

RWB1

TR5

(INSIDE CORNER)

WC3

C4

A-704

TR4

C1

A-704

WC1

WC1WC1

WC3WC3

1/

4" 4'

0"

4"

TR5

(INSIDE CORNER)TR5

(INSIDE CORNER)

TR4

TR6 (OUTSIDE CORNER)TR6 (OUTSIDE CORNER)

WC3

TR4

D6

A-704

TR4

WC3

TR9

RWB1

4'

0" 4"

C2

A-704

PNT1

WC2

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SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

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INTERIOR ELEVATIONS

A-406

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

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IN

V

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G

IN

IA

N

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O T

B U

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G

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Y O

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F O

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A

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S T

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LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

8'6'4'3'2'1'0

3/8"=1'-0"

GRAPHIC SCALE

3/8" = 1'-0" B1

TYP CONFERENCE TV DISPLAY ELEVATION

1/2" = 1'-0" C1

LOBBY ELEVATION - PLAN WEST

3/8" = 1'-0"

C4

LOBBY ELEVATION

3/8" = 1'-0" B3

MOTHERS ROOM ELEVATION

3/8" = 1'-0"

B4

TYP WATER FOUNTAIN ELEVATION

3/8" = 1'-0" C3

MOTHERS ROOM ELEVATION

104 HI-LO DRINKING FOUNTAIN WITH BOTTLE FILLER. PROVIDE CANE APRON FOR ADA COMPLIANCE.

SEE DETAIL D1/G-002 AND PLUMBING DRAWINGS

106 EXPOSED MECHANICAL EQUIPMENT AND DUCTWORK. SEE MECHANICAL DRAWINGS

118 LOCKERS, N.I.C.

119 DATA AND POWER OUTLETS. SEE ELECTRICAL DRAWINGS

120 TV MONITOR, N.I.C.

121 CREDENZA, N.I.C.

3/8" = 1'-0" C6

POLICE WELLNESS ELEVATION

0 1'6" 2' 3' 4' 5' 6' 1/2"=1'-0"

3/8" = 1'-0" D6

LOBBY ELEVATION - PLAN NORTH

3/8" = 1'-0"

D3

LOBBY ELEVATION - PLAN SOUTH

3/8" = 1'-0" D1

TYPICAL CORRIDOR 147 & 175 WALL PROTECTION

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JASON A. MILLER

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2'

TOILET PAPER

DISPENSER

GRAB BARS

CLEAR NO MOUNTING AREA UNLESS FULLY

RECESSED (EXCEPTION: VERTICAL GRAB BAR)

1'

0"

1/

2"

1/

2"

3'

4" 1'

6"

PAPER TOWEL

DISPENSER

3' -2

" M

IN

5' - 0"

MAX

6"

GB

4' - 0"

MAX

6"

2'

HAND SHOWER

SPRAY AND SLIDE

BAR. REFER TO

PLUMBING DRAWINGS

6"

ROLL IN SHOWER STALL

PERMITTED

EQUIPMENT IN SHADED

AREA

M

IN

9" 27 " M

IN

5" MAX.

15" MIN.

6" MAX.

ELECTRIC WATER COOLER

8" MIN.

TYPICAL ACCESSIBLE TOILET

1'

6" T

O P

O F

SE

AT 3' - 0" GB 6"

2'

1' - 10"

4"

1' - 0"

3' - 6" GB

8"

3' - 4"

1'

6" G

B 3'

4"

1' - 5"

3'

6" 1'

0"

MIN.

5' - 0"

1' - 5"

6" 3' - 0"

8"

4"

1'

TOWEL / COAT

HOOK

CENTER ON

LAVS

MIRROR

3'

4"

BOTTOM OF

REFLECTIVE SURFACE

3' - 0"

DIVERTER

2'

BABY CHANGING

STATION

TOP OF BED WHEN

FOLDED DOWN

4'

0"

6'

4"

SHOWER CURTAIN

AND ROD

6'

0"

1'

1"

6'

0"

MOP RACK W/ SHELF

3'

7"

7 1/4"

DIAPER BAG HOOK

PTDGB-18

GB-36

GB-42

TPD M1 MH BCS

SHC1

4'

0"

SOAP DISPENSER

SD

GB-24

GB-48

2'

4"

SANITARY

NAPKIN

DISPOSAL

SND

CH

11" MIN.

4'

8"

6'

0" 1'

0"

MIRROR

M2

6"

GB

2' - 0" 6"

1'

7"

4'

0"

3'

0" M

AX

FINISH FLOOR AS

SCHEDULED

3/4" WOOD LEDGER

PLUMBING FIXTURE,

REFER TO PLUMBING

DRAWINGS

UNDERMOUNT SINK, REFER

TO PLUMBING DRAWINGS

BASE OR WALL TILE AS

SCHEDULED

2'

3" M

IN

WALL FINISH AS

SCHEDULED

3/4" PLYWD APRON FRONT W/ PL1

ON ALL EXPOSED SURFACES

AND VINYL EDGE BANDING

3'

4"

MIRROR M1

WALL FINISH AS

SCHEDULED

2'

" M

AX

1-1/2" SOLID SURFACE SS1

BACKSPLASH, SIDESPLASH

AND COUNTERTOP

WRAP PIPE FOR ADA

COMPLIANCE

1' - 10"

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

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TYPICAL PLUMBING

FIXTURE AND TOILET

ACCESSORIES MOUNTING

HEIGHTS

A-407

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

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1/4" = 1'-0"

PLUMBING FIXTURES & TOILET ACCESSORIES MOUNTING

HEIGHTS

1 1/2" = 1'-0" C1

TYP VANITY SINK APRON SECTION

8' 12'4'2'0

1/4"=1'-0"

GRAPHIC SCALE

0 3" 1'9"6" 2'

1 1/2"=1'-0"

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Lic. No. 013830

JASON A. MILLER

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8:53:32

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06/18/2026

PRE-FORMED METAL CONTROL JOINT

BACKER ROD AND SEALANT

JT. SPACING 30'-0" O.C. MAX. OR

MAXIMUM AREA PER GYP. BD. MFR'S

GUIDELINES

5/8" GWB ON METAL STUD

PARTITION, SEE FLOOR

PLAN FOR PARTITION TYPE

SCREWS THROUGH SLOTS

CONTINUOUS METAL 'J'

BEAD, TYPICAL

SECURE TOP OF STUDS ONLY

TO DEFLECTION TRACK WITH

SCREWS THROUGH SLOTS

FIRESTOPPING SEALANT

WITH BOND BREAKER AT

RATED WALLS AND ICF

WALLS - ALL OTHER WALLS

TO RECEIVE ACOUSTIC

SEALANT (STC 44 MIN)

SLOTTED DEFLECTION TRACK,

SECURE TO

FRAMING/STRUCTURE ABOVE

UNDERSIDE OF

STRUCTURE ABOVE

TOP OF METAL STUD

0.177" SHANK DIAMETER

POWER DRIVEN PIN WITH

1-1/8" PENETRATION AT 32"

OC (16" OC AT

CABINET/EQUIPMENT

PARTITIONS)

BASE AS SCHEDULED

CONTINUOUS BED OF

ACOUSTIC SEALANT UNDER

GWB (BOTH SIDES) AT STC

RATED PARTITIONS

SCHEDULED FLOOR FINISH

5/8" GWB ON METAL STUD

PARTITION, SEE FLOOR

PLAN FOR PARTITION TYPE

TYPICAL STUD HIGH WALL BRACING DETAIL

TYPICAL PARTITIONS TIGHT TO METAL DECK

TYPICAL STUD HIGH WALL BRACING DETAIL AT STC

PARTITIONS

PROVIDE FIRE SAFING SEALANT

AT FIRE RATED CONSTRUCTION

AND PROVIDE ACOUSTICAL

SEALANT AT ACOUSTICALLY

RATED (STC) CONSTRUCTION

STEEL ROOF DECK, SEE

STRUCTURAL DRAWINGS

CONTINUOUS METAL STUD

RUNNER CHANNEL

BATT INSULATION, WHERE

REQUIRED BY PARTITION

TYPE, SEE FLOOR PLANS FOR

PARTITION TYPES

5/8" GWB

3 5/8" METAL STUD BRACING

AT 32" OC ALTERNATE

DIRECTION OF BRACING

EVERY OTHER BRACE,

SECURE BRACING TO

STRUCTURE ABOVE

PROVIDE FIRE SAFING SEALANT AT FIRE

RATED CONSTRUCTION AND PROVIDE

ACOUSTICAL SEALANT AT ACOUSTICALLY

RATED (STC) CONSTRUCTION

STEEL ROOF DECK, SEE

STRUCTURAL DRAWINGS

CONTINUOUS METAL STUD

RUNNER CHANNEL

BATT INSULATION, WHERE REQUIRED

BY PARTITION TYPE, SEE FLOOR

PLANS FOR PARTITION TYPES

GWB, WHERE CONSTRUCTION NOTED

TO GO FULL HEIGHT

3 5/8" METAL STUD BRACING AT 32" OC,

ALTERNATE DIRECTION OF BRACING

EVERY OTHER BRACE, SECURE BRACING

TO STRUCTURE ABOVE

FIRE SAFING MATERIAL

PROVIDE FIRE SAFING SEALANT AT FIRE

RATED CONSTRUCTION AND PROVIDE

ACOUSTICAL SEALANT AT ACOUSTICALLY

RATED (STC) CONSTRUCTION

FIRE SAFING MATERIAL

STEEL ROOF DECK, SEE

STRUCTURAL DRAWINGS

CONTINUOUS METAL STUD

RUNNER CHANNEL

3 5/8" METAL STUD BRACING AT 32" OC

STEEL JOIST, SEE

STRUCTURAL DRAWINGS

5/8" GWB ON METAL STUD PARTITION,

SEE FLOOR PLAN FOR PARTITION TYPE

REFER TO FLOOR PLAN

FOR PARTITION TYPE

ACOUSTICAL PANEL CEILING

TO PARTITION TYPE

REFER

M

IN

REFER TO FLOOR PLAN

FOR PARTITION TYPE

GYPSUM BOARD

CEILING OVER MTL

FRAMING

BOX BEAM AS REQUIRED

REFER TO CEILING

DETAILS FOR ADDITIONAL

INFORMATION

ACT CEILING CONDITION

GYPSUM BOARD CEILING

CONDITION

PLYWOOD OVER

MTL STUDS

METAL STUD KICKERS AT 48" O.C.

(ALTERNATING DIRECTION)

SECURED TO STRUCTURE ABOVE

METAL STUD KICKERS AT 48"

O.C. (ALTERNATING DIRECTION)

SECURED TO STRUCTURE

ABOVE

CONT. MTL. HINGE

KEYED LOCK

MTL. "J" MOLD TRIM

2'-0" x 2'-0" ACCESS PANEL

SUSPENDED GYPSUM BOARD

CEILING SYSTEM

METAL LOCKABLE FLUSH ACCESS PANEL AND FRAME.

PAINT ALL EXPOSED SURFACES TO MATCH ADJACENT

CEILING, TYP.

NOTE:

REFER TO MECHANICAL-PLUMBING-FIRE PROTECTION DRAWINGS FOR

ADDITIONAL ACCESS PANELS IF REQUIRED FOR ACCESS TO CONCEALED

EQUIPMENT.

1/2"

6"

CONTINUOUS ANGLE

FINISHED FACE OF WALL

#12 WIRE W/ 3 TURNS AT 4'-0" O.C. 1/2" CLEAR AT

ADJACENT WALLS

MAIN CHANNELS 1

1/2" X 16 GAUGE

AT 4'-0" O.C.

7/8" FURRING

CHANNELS AT 16" O.C.

5/8 " GYPSUM BOARD CLG

REFER TO RCP

EDGE TRIM - FEATHER OUT JOINT

ELASTOMERIC SEALANT OVER BACKER ROD

2" M

AX

45°

2" M

AX

45°

45°

12 GA. VERTICAL

HANGER WIRE 4' - 0"

3 TURNS MIN.

IN 1 1/2" (TYP.)

SPLICE

F = ZICpWp WHERE Cp = TRIBUTARY AREA x

WEIGHT OF CLG.

(4# / S.F. MIN.)

CROSS RUNNER

45 DEG. SPLAY WIRE

BRACING IN PLANE OF

MAIN RUNNER. ALL

WIRES ATTACHED TO

MAIN RUNNER. 4

DIRECTIONS.

F = ZICpWp

NOTE:

SPLAY BRACING TO BE

PROVIDED @ 12'-0" O.C.

EACH WAY

AIR-DIFFUSER: (2) 12 GAUGE HANGER WIRES AT

ALTERNATE CORNERS TO THE STRUCTURE ABOVE.

LIGHT FIXTURE: (2) 12 GAUGE HANGER

WIRES AT ALTERNATE CORNERS TO

THE STRUCTURE ABOVE.

NOTE:

LIGHT FIXTURES OR DIFFUSERS IN EXCESS OF

56 POUNDS REQUIRE (4) 12 GAUGE HANGER

WIRES.

SUSPENDED CEILING GRID

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SHEET NAME:

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SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

IS

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CEILING AND PARTITION

DETAILS

A-501

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

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3" = 1'-0" A1

TYP GYP BOARD CONTROL JOINT

3" = 1'-0"

A3

TYP HEAD DETAIL

3" = 1'-0" A4

TYP BASE DETAIL

1 1/2" = 1'-0" B1

TYP STUD PARTITION BRACING DETAILS

1 1/2" = 1'-0"

B3

TYP PARTITION AND CEILING DETAIL

3" = 1'-0" D1

ACCESS PANEL @ SUSPENDED GYP CEILING

3" = 1'-0"

D3

TYP GYP BOARD CEILING DETAIL

3" = 1'-0" D5

TYP SWAY BRACING DETAIL @ ACT CEILING

1/2" = 1'-0" B5

TYP FIXTURE BRACING DETAIL

0 1'6" 2' 3' 4' 5' 6' 1/2"=1'-0"

GRAPHIC SCALE

0 1" 6" 9"2" 3" 4" 5" 1'

3"=1'-0"

0 3" 1'9"6" 2'

1 1/2"=1'-0"

/1

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Lic. No. 013830

JASON A. MILLER

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8:53:32

AM

06/18/2026

B

4SB4SA

2SA 2SA

4SA

1' - 6"

1'

4"

CORNER BEAD, TYP

EXISTING DOOR & FRAME TO REMAIN

NEW SCHEDULED DOOR

EXISTING CONSTRUCTION TO REMAIN

NEW WALL CONSTRUCTION

XX

NOT IN SCOPE

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF

ALL DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL DIMENSIONS ARE FACE OF MASONRY, POURED CONCRETE, OR FACE OF STUD (WOOD OR

METAL, U.N.O.

3. ALL INTERIOR PARTITIONS TO BE TYPE 4SC UNLESS NOTED OTHERWISE. REFER TO SHEET A-501

FOR PARTITION TYPES.

4. ON ALL ARCHITECTURAL SHEETS, ALL MATERIALS NOTED ARE NEW UNLESS SPECIFICALLY

NOTED AS EXISTING. ALL MATERIALS NOTED AS EXISTING SHALL REMAIN UNLESS SPECIFICALLY

NOTED TO BE REMOVED. SEE KEYNOTES FOR SPECIFIC NOTES.

5. ALL INTERIOR DOOR FRAMES SHALL BE LOCATED A DISTANCE OF SIX INCHES FROM THROAT

RETURN TO THE CLOSEST ADJACENT PERPENDICULAR PARTITION, U.N.O.

6. REFER TO MEP AND…