Public Safety Complex - Preliminary Drawings_Part2.pdf
PDF 21 MB Posted
- Attached to
- REQUEST FOR PROPOSAL (RFP) # 49-26-SKL PPEA Project to Construct a Public Safety Facility
- Solicitation number
- RFP-121372
- Issued by
- Portsmouth City, Virginia
About this file
This is a preliminary architectural drawings document prepared by Clark Nexsen for the Portsmouth Public Safety Complex in Portsmouth, Virginia, a multi-building facility designed to house police, fire, emergency medical services, and emergency operations center functions. The project represents a significant public safety infrastructure investment featuring approximately 150,000 square feet of construction across headquarters, training, and warehouse facilities. The drawings specify a two-story headquarters building with precast concrete construction, 28-inch deep precast prestressed double-tee roof systems with cast-in-place concrete topping, reinforced masonry walls on pile-supported foundations, and comprehensive interior programming including administrative offices, training facilities, forensic laboratories, detention holding areas, dispatch centers, and operational support spaces. The facility is designed to accommodate police administration, criminal investigation divisions, emergency management functions, fire department operations, EMS administration, and emergency operations center staff with segregated facilities for evidence and property management, vehicle examination, and training simulation spaces.
The structural design incorporates significant load criteria reflecting the facility's operational demands, including 150 PSF storage loads, HS-20 wheel loads for vehicle examination areas, and 130 MPH wind design speeds appropriate to the Virginia coastal location. Foundations are designed for 4,000 PSF net allowable bearing capacity on engineered fill with rigid inclusions per geotechnical recommendations, and the project utilizes precast concrete wall panels as the primary lateral load-resisting system acting as shear walls. The design includes comprehensive details for reinforced masonry, concrete slabs-on-grade with construction and control joints, wall folding reinforcement, and column-to-foundation connections. All precast concrete manufacturing and lateral load-resisting system design is delegated to the contractor's specialty structural engineer per PCI Design Handbook standards. The submittal documents dated January 16, 2024, indicate this project is being advanced under the PPEA procurement structure referenced in the related RFP 49-26-SKL with proposal submissions due July 29, 2026.
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NOT AT CONTROL JOINT
SEE LINTEL SCHEDULE
FOR SIZE AND
REINFORCING
AT CONTROL JOINT
GROUT SOLID
24" DEEP x16" WIDE
ADDITIONAL VERTICAL
WALL REINFORCING
JAMB VERTICAL
REINFORCING,
OFFSET AND
LAP 48 BAR
DIAMETERS
0' - 3'-4"
BOND BEAM LINTEL SCHEDULE
8" (2) #4 BOTTOM8"
NOTE:
VENEER MASONRY AND ANGLE
LINTELS NOT SHOWN FOR CLARITY.
SECTION
TOP REINFORCING,
SEE LINTEL SCHEDULE
TYPICAL VERTICAL
REINFORCING MOW
(IF SPACING IS LESS
THAN CLEAR SPAN)
BOTTOM REINFORCING,
SEE LINTEL SCHEDULE
[SEE ARCH]
BOTTOM
OF LINTEL
D
W
MASONRY
CONTROL JOINT
CLEAR SPAN DEPTH 'D' REINFORCINGWIDTH 'W'
BRG
8"
BRG
8"
3'-5" - 5'-4" 8" (2) #5 BOTTOM8"
5'-5" - 6'-8" 16" (2) #5 BOTTOM8"
NOTE:
FOR ADDITIONAL INFORMATION,
SEE 'NOT AT CONTROL JOINT'.
PLAN AT CORNER PLAN AT INTERSECTION
2 ADDITIONAL
BARS AS SHOWN,
SAME SIZE AS
CONT REINF
CONT BOND
BEAM REINF
ADDITIONAL
CORNER BARS
AS SHOWN,
SAME SIZE AS
CONT REINF
T Y
P
1' -6
LA
P0", TYP
1'-6"
0", TYP
CORNERINTERSECTION CONTROL JOINT
OPENING -
WALL TERMINATION
VERTICAL WALL
REINFORCING,
MOW (TYP)
VERTICAL WALL
REINFORCING,
MOW (TYP)
CONTROL JOINT,
SEE ARCH DWGS FOR
LOCATIONS AND DETAILS
TYPICAL VERTICAL
WALL REINFORCING,
(3) BARSMOW AS SHOWN
VERTICAL WALL
REINFORCING, MOW (TYP)
JOINT REINFORCING
FACTORY-PREFAB
TEE UNIT AT
INTERSECTIONS
COURSE BLOCKS TOGETHER
(OVERLAP) AT INTERSECTION
OR PROVIDE RIGID STEEL
ANCHORS AT 4'-0" OC, MAX;
FILL CELLS TO END OF RIGID
ANCHOR WITH GROUT
JOINT REINFORCING
FACTORY-PREFAB CORNER
UNIT AT INTERSECTIONS
COURSE BLOCKS
TOGETHER (OVERLAP)
AT CORNERS
SEALANT AND
BACKER ROD,
EACH FACE
SASH BLOCK
CONT RIGID GASKET
SQUARE END
MASONRY UNIT
'A' AND
'C' BARS
CONT
'B' AND
'D' BARS
L
C O
N T
PLAN AT WALL
WALL
'A' AND
'C' BARS
'B' AND
'D' BARS
PLAN AT COLUMN
COLUMN,
WALL SIMILAR
W
L
SECTION
'B' BARS'A' BARS
'D' BARS'C' BARS
W
T
W
SUPPORTS FOR
REINFORCEMENT AT
3'-0" OC EACH WAY, MAX
POROUS FILL
[SEE PLAN]
TOC
VAPOR RETARDER
SLAB REINFORCEMENT,
SEE PLAN (TYP)
1/
2"
U O
N CONCRETE
SLAB-ON-GRADE
SAWCUT JOINT, DEPTH
EQUAL TO 1/4 OF
SLAB THICKNESS
TYPICAL SLAB-ON-GRADE SAWED JOINT (SJ)
CONCRETE
SLAB-ON-GRADE
2x4 CONT KEY
APPLY LIQUID CURING
COMPOUND TO ENTIRE
FACE OF PREVIOUS POUR
TO PREVENT BONDING
SLAB REINFORCEMENT,
SEE PLAN (TYP)
PREVIOUS POUR
CONCRETE
SLAB-ON-GRADE
2" CLR, TYP
6" 6"
CONSTRUCTION JOINT (CJ)
SEE PLANSEE PLAN
[SEE PLAN]
TOC
1' -0
SEE PLAN
[SEE PLAN]
TOC
1CUT REINFORCEMENT
ALONG JOINT LINES
SLAB REINFORCEMENT,
SEE PLAN (TYP)
3" 3"
NOTES:
1. POSITION DOWELS
PERPENDICULAR TO JOINT
AND PARALLEL TO TOP OF SLAB.
2. SUPPORT DOWELS
INDEPENDENTLY OF REINFORCING.
[SEE PLAN]
TOC
4" 4"
E Q
E Q
SLAB REINFORCEMENT,
SEE PLAN
APPLY LIQUID CURING
COMPOUND ALONG ENTIRE
FACE OF PREVIOUS POUR
TO PREVENT BOND
SEE PLAN
JOINT DOWEL:
1"Ø x1'-8" LONG
SMOOTH BAR AT 12" OC
CONCRETE
SLAB-ON-GRADE
PREVIOUS POUR
CONCRETE
SLAB-ON-GRADE
POROUS FILL
[SEE PLAN]
TOC
SEE PLAN
VAPOR RETARDER
SLAB REINFORCEMENT,
SEE PLAN
2" C
LR
NOTES:
1. POSITION DOWELS
PERPENDICULAR TO JOINT
AND PARALLEL TO TOP OF SLAB.
2. SUPPORT DOWELS
INDEPENDENTLY OF REINFORCING.
CONCRETE
SLAB-ON-GRADE
[SEE PLAN]
TOC
4" 4"
E Q
E Q
SLAB REINFORCEMENT,
SEE PLAN
JOINT DOWEL:
1"Ø x1'-8" LONG
SMOOTH BAR AT 12" OC
SAWCUT JOINT
(3" DEEP)
SEE PLAN
TYPICAL SLAB-ON-GRADE
DOWELED
CONSTRUCTION JOINT (DCJ)
DOWELED
SAWED CONTRACTION JOINT (DSJ)
JOINT SEALANT
JOINT SEALANT,
SEE TYPICAL DETAIL
GREASE DOWEL PRIOR TO
CONCRETE PLACEMENT
3" C
LR
[SEE ARCH]
TOM
STEEL FRAME BY METAL
BUILDING SUPPLIER
CMU WALL, SEE PLAN
AND SCHEDULE
1/2"Ø ANCHOR ROD
AT 6'-0" OC MAX
(5" EMBEDMENT)
PROVIDE (2) AT CMU
PIERS < 6'-0" WIDE
GIRT SUPPORTING
TOP OF WALL BY METAL
BUILDING SUPPLIER
CONT BOND BEAM
AT TOP OF WALL
VENEER,
SEE ARCH DWGS
3'-0"
3' -0
TYP
1'-6"
CONTINUOUS TURNED
DOWN SLAB REINFORCING,
SEE SECTIONS (TYP)
NOTE:
WHERE THREE BARS
OCCUR, TREAT
CENTER BAR AS AN
INNER FACE BAR
0", TYP
PLAN AT
INTERSECTION
PLAN AT
CORNER
SEE FOOTING
SCHEDULE ON
THIS SHEET
REINFORCING (TYP)
NOTES:
1. WHERE THREE BARS
OCCUR, CENTER BAR
SHALL BE TREATED
AS AN INNER FACE BAR.
2. 'B' AND 'D' BARS NOT
SHOWN FOR CLARITY.
3' -0
TYP
1'-6"
3'-0"
0", TYP
1'-6" 1'-6"
0" , T
Y P
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs \S
S M
IT
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\D o c u m e n ts
\R e v it P ro je c ts
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WAREHOUSE TYPICAL DETAILS
SDS
SMS
LSS
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
Owner
PROJECT ADDRESS
SB501W
NOT TO SCALE
A1
TYPICAL BOND BEAM LINTEL
NOT TO SCALE
B3
TYPICAL BOND BEAM REINFORCING
NOT TO SCALE
B1
TYPICAL REINFORCED MASONRY WALL
FOOTING SCHEDULE
MARK
DIMENSIONS REINFORCING
NOTESW L T 'A' BARS 'B' BARS 'C' BARS 'D' BARS
F3.0 3'-0" 3'-0" 1'-0" - - - -
F7.0 7'-0" 7'-0" 2'-0" - - - -
F8.0 8'-0" 8'-0" 2'-0" - - - -
F101 8'-0" 11'-0" 2'-0" - - - -
WF2.0 2'-0" CONT 1'-0" - - - -
WF5.0 5'-0" CONT 1'-8" - - - -
NOT TO SCALE
E2
TYPICAL FOOTING REINFORCING DIAGRAMS
NOT TO SCALE
C4
TYPICAL 5" THICK CONCRETE SLAB-ON-GRADE DETAILS
NOT TO SCALE
C1
TYPICAL 10" THICK CONCRETE SLAB-ON-GRADE DETAILS
NOT TO SCALE
B5
TYPICAL TOP OF EXTERIOR
MASONRY WALL AT METAL BUILDING
NOT TO SCALE
E6
TYPICAL CONTINUOUS TURNED
DOWN SLAB REINFORCING
NOT TO SCALE
E4
TYPICAL CONTINUOUS FOOTING REINFORCING
DESIGN LOAD CRITERIA
1. LIVE LOADS (UNIFORM)
PARTITION ALLOWANCE 15 PSF
OFFICES 50 PSF
TOILETS 75 PSF
STORAGE 150 PSF
ELECTRICAL ROOMS 125 PSF
MECHANICAL ROOMS 150 PSF
LIVE LOADS (CONCENTRATED)
OFFICE CONCENTRATED LOAD (APPLIED TO 6.25 FT2) 2,000 LB
WHEEL LOAD (HS-20) 16,000 LB (SLAB-ON-GRADE, UON)
NOTE: LIVE LOAD REDUCTION WAS NOT USED IN THE DESIGN OF THIS STRUCTURE
2. SNOW LOADS:
GROUND SNOW LOAD, Pg 10 PSF
SNOW EXPOSURE FACTOR, Cₑ 0.9
THERMAL FACTOR, Ct 1.0
SNOW LOAD IMPORTANCE FACTOR, IS 1.0
FLAT ROOF SNOW LOAD, Pf 7 PSF
SLOPED-ROOF SNOW LOAD, PS 7 PSF
SLOPE FACTOR, CS 1.0
MINIMUM ROOF SNOW LOAD, Pm 10 PSF
RAIN-ON-SNOW SURCHARGE 5 PSF
3. WIND LOADS:
BASIC DESIGN WIND SPEED, V 130 MPH
ALLOWABLE STRESS DESIGN WIND SPEED, V(ASD) 101 MPH
RISK CATEGORY II
ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED
WIND EXPOSURE CATEGORY C
GUST EFFECT FACTOR, G 0.85
INTERNAL PRESSURE COEFFICIENTS, GCpi ±0.55
WIND BASE SHEAR VX=60K (PLAN EAST-WEST DIRECTION)
VY=120K(PLAN NORTH-SOUTH DIRECTION)
4. COMPONENTS AND CLADDING WIND PRESSURES:
USE WIND PRESSURES BELOW FOR THE DESIGN OF COMPONENT AND CLADDING ELEMENTS OR
RETAIN A PROFESSIONAL ENGINEER TO DETERMINE WIND PRESSURES FOR SPECIFIC EFFECTIVE
WIND AREAS.
DESIGN LOAD CRITERIA, CONTINUED:
5. SEISMIC LOADS:
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR, IE 1.0
SPECTRAL RESPONSE ACCELERATION, SS 0.088g SPECTRAL RESPONSE ACCELERATION, S1 0.040g SPECTRAL RESPONSE COEFFICIENT, SDS 0.094g SPECTRAL RESPONSE COEFFICIENT, SD1 0.064g
SITE CLASS D
SEISMIC DESIGN CATEGORY A
SEISMIC FORCE-RESISTING SYSTEM ORDINARY PRECAST SHEAR WALLS (A6)
RESPONSE MODIFICATION COEFFICIENT, R 3
DEFLECTION AMPLIFICATION FACTOR, Cd 3
SEISMIC RESPONSE COEFFICIENT, CS 0.01
OVERSTRENGTH FACTOR, Ωo 2.5 REDUNDANCY FACTOR, ρ 1.0
SEISMIC BASE SHEAR VX=50K (PLAN EAST-WEST DIRECTION)
VY=50K (PLAN NORTH-SOUTH DIRECTION)
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
STRUCTURAL PRECAST CONCRETE NOTES
1. DESIGN OF ALL PRECAST CONCRETE CONSTRUCTION IS DELEGATED TO THE CONTRACTOR’S SPECIALTY
STRUCTURAL ENGINEER. DESIGN PRECAST CONCRETE IN ACCORDANCE WITH PCI DESIGN HANDBOOK
(8TH EDITION, MNL 120-17) AND ACI 318-14.
2. THE PRECAST CONCRETE MANUFACTURER (PCM) SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL PRECAST CONCRETE ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS. DESIGN ALL ELEMENTS AND CONNECTIONS TO RESIST THE VERTICAL AND HORIZONTAL LIVE, DEAD, WIND, AND SEISMIC LOADINGS
INDICATED IN THE DESIGN NOTES ON THIS SHEET.
3. IN ADDITION TO LIVE LOADS STATED ON S-001T, DESIGN ALL PRECAST CONCRETE DOUBLE-TEES FOR THE
FOLLOWING LOADS:
A. DOUBLE-TEE SELF WEIGHT
B. TOPPING SELF WEIGHT
C. 10 PSF SUPERIMPOSED DEAD LOAD - APPLIED TO TOP OF DOUBLE TEE
D. 36 PSF SUPERIMPOSED DEAD LOAD - HUNG FROM DOUBLE-TEE RIBS
4. THE PCM SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL LATERAL LOAD RESISTANCE OF THE PRECAST CONCRETE STRUCTURAL SYSTEM. THE LATERAL LOAD RESISTING SYSTEMS FOR THE BUILDING SHALL BE
AS FOLLOWS:
A. PRECAST CONCRETE WALLS SHALL ACT AS SHEAR WALLS. PROVIDE SHEAR CONNECTIONS BETWEEN WALL PANELS ALONG SAME COLUMN LINE WHERE INDICATED SO PANELS ACT AS A SINGLE SHEAR
WALL. SHEAR WALLS WILL PROVIDE ALL LATERAL LOAD RESISTANCE FOR THE BUILDING.
B. PRECAST CONCRETE DOUBLE-TEE AND CONCRETE TOPPING SHALL ACT AS THE HORIZONTAL
DIAPHRAGM. PROVIDE CHORD STEEL AND/OR CONNECTIVITY BETWEEN DOUBLE-TEES TO RESIST THE
APPLIED LATERAL LOADS.
C. THE PCM IS RESPONSIBLE FOR DESIGNING ALL PANEL TO FOUNDATION CONNECTIONS WHERE
LATERAL FORCES RESULT IN NET UPLIFT.
5. LIMIT DESIGN DEFORMATIONS OF PRECAST WALL PANELS TO PCI RECOMMENDATIONS AND AS FOLLOWS
(H = PANEL HEIGHT):
A. LATERAL DRIFT OF SHEAR WALL PANELS (IN-PLANE): H/480 (10-YEAR WIND)
B. HORIZONTAL DEFLECTION OF PANELS (OUT-OF-PLANE): H/240, 1 1/2” MAX
C. VERTICAL DEFLECTION OF PANELS OVER OPENINGS: L/600
D. RACKING OF PANELS: H/500
6. MANUFACTURE PRECAST CONCRETE WALL PANELS TO MEET THE PROFILE LINES, DIMENSIONS, REVEALS, AND JOINTS AS INDICATED. COORDINATE ROUGH OPENINGS WITH DOOR, WINDOW, AND LOUVER FRAME REQUIREMENTS. COORDINATE WITH OTHER TRADES FOR PENETRATIONS, ATTACHMENTS, INSERTS, AND
OTHER ITEMS TO BE CAST INTO OR ATTACHED TO WALL PANELS.
7. INDICATE ALL OPENINGS IN PRECAST CONCRETE WALL PANELS ON SHOP DRAWINGS. FIELD CUT
OPENINGS ARE NOT PERMITTED UNLESS SPECIFICALLY SHOWN ON THE SHOP DRAWINGS AND
ACCOUNTED FOR IN THE DESIGN BY THE PRECAST MANUFACTURER.
8. PRECAST MANUFACTURER MUST PROVIDE GUIDANCE AND LIMITATIONS ON FIELD-INSTALLED
PENETRATIONS AND ATTACHMENTS TO PRECAST PANELS. FIELD CUTTING, DRILLING, PENETRATING, AND
ANCHORING TO PANELS IS NOT PERMITTED WITHOUT APPROVAL OF PRECAST MANUFACTURER.
9. CONCRETE FOR PRECAST PANELS MUST BE NORMAL-WEIGHT, WITH MINIMUM 5000 PSI 28-DAY
COMPRESSIVE STRENGTH.
10. CONCRETE REINFORCING STEEL MUST BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.
11. CEMENT GROUT MUST BE NON-SHRINK, NON-METALLIC, WITH MINIMUM COMPRESSIVE STRENGTH OF
5000 PSI AT 28 DAYS.
12. ERECT PANELS TRUE TO LINE, LEVEL, AND PLUMB. LEVEL TO A TRUE PLANE WITH FULL BEARING ON SUPPORTING STRUCTURE. USE NON-SHRINK GROUT TO PROVIDE FULL UNIFORM BEARING AND MAINTAIN
LEVEL BASE ELEVATION.
13. PRESTRESSING STRAND SHALL BE UNCOATED, 7-WIRE, LOW-RELAXATION STRAND CONFORMING TO
ASTM A416/A416M, GRADE 270.
14. GALVANIZE ALL STEEL CONNECTION MATERIAL EXPOSED TO WEATHER OR BELOW GRADE.
15. DESIGN ALL PRECAST CONCRETE TO MEET THE FIRE RATING REQUIREMENTS INDICATED IN THE
CONTRACT DOCUMENTS.
16. COORDINATE ALL ARCHITECTURAL RECESSES, TEXTURES, OPENINGS, AND SIZES OF PRECAST CONCRETE
ELEMENTS WITH THE ARCHITECTURAL DRAWINGS.
17. VERIFY AND COORDINATE THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS WITH THE DRAWINGS OF ALL OTHER DISCIPLINES INCLUDING, BUT NOT LIMITED TO, CIVIL, MECHANICAL, PLUMBING, AND
ELECTRICAL. PROVIDE ALL SLEEVES AND PENETRATIONS THROUGH THE PRECAST CONCRETE.
18. THE PCM SHALL ACCOUNT FOR VOLUMETRIC CHANGE STRAIN AND DEFORMATIONS DUE TO
TEMPERATURE CHANGES, SHRINKAGE, AND CREEP WHERE NECESSARY.
19. DESIGN AND PROVIDE ALL EMBEDDED ITEMS SHOWN ON THE CONTRACT DOCUMENTS TO RESIST THE
LOADS INDICATED. ALL LOADS INDICATED ARE SERVICE LOADS UNLESS OTHERWISE NOTED.
FOUNDATION NOTES
1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE
GEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC DATED JULY 10, 2023.
2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR ENGINEERED FILL AND GROUND IMPROVEMENT PROGRAM CONSISTING OF RIGID INCLUSION AS INDICATED IN THE
GEOTECHNICAL REPORT WITH A NET ALLOWABLE BEARING CAPACITY OF 4000 PSF.
3. PRIOR TO PLACING FOUNDATION CONCRETE, AN INDEPENDENT TESTING LABORATORY AND
GEOTECHNICAL ENGINEER REGISTERED IN VIRGINIA MUST INSPECT FOUNDATION EXCAVATIONS TO EVALUATE THE EXTENT OF LOOSE, SOFT OR OTHERWISE UNSATISFACTORY SOIL MATERIAL AND TO VERIFY THE BEARING CAPACITY. SOILS NOT SUITABLE FOR FOUNDATION SUPPORT MUST BE UNDERCUT
AND REPLACED WITH ENGINEERED FILL.
4. MINIMUM SUBGRADE PREPARATIONS ARE AS INDICATED IN THE GEOTECHNICAL REPORT.
5. ADEQUATELY PROTECT FOUNDATION EXCAVATIONS TO PREVENT WATER FROM ACCUMULATING AND STANDING IN THE EXCAVATION BOTTOMS. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR
SATURATED SUBGRADES.
6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES AND THICKNESSES INDICATED
ON THE FOUNDATION PLAN.
7. PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL
THEREAFTER.
8. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES AND STRUCTURES. ANY FOOTING STEPS INDICATED ON PLAN ARE SCHEMATIC
AND MUST BE COORDINATED WITH OTHER TRADES.
9. CONTINUOUS FOOTINGS MUST BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE “TYPICAL STEPPED FOOTING” DETAIL ON SHEET SB501T.
IN LIEU OF STEPPED FOOTINGS, PIPE SLEEVES BELOW CONTINUOUS FOOTINGS MAY BE PROVIDED IN ACCORDANCE WITH THE “TYPICAL PIPE SLEEVE BENEATH FOOTING” DETAIL ON SHEET SB501T.
Y
X
Z
APPLIED FORCE COORDINATE
SYSTEM FOR CONNECTIONS
NOTES:
A. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY
FROM THE SURFACES, RESPECTIVELY.
B. BUILDING ZONES ARE DEFINED IN ASCE 7. ZONE 2 ROOF WIND LOADS APPLY IN ZONE
3 AREAS WHERE PARAPET HEIGHT EXCEEDS 3 FEET.
C. WIND PRESSURES INDICATED ARE AT STRENGTH-LEVEL (WIND LOAD FACTOR = 1.0).
D. DESIGN WIND PRESSURES FOR DEFLECTION-CONTROLLED COMPONENTS AND
CLADDING MAY UTILIZE A 10-YEAR MEAN RECURRENCE INTERVAL.
DESIGN WIND PRESSURE FOR
ROOF COMPONENTS (PSF)
1 - 100
ROOF ZONE
101+
COMPONENT TRIBUTARY AREA (FT2)
+24 -40 -40
-62 -50
-78 -64
1'
+21
DESIGN WIND PRESSURE FOR
WALL COMPONENTS (PSF)
1 - 100
WALL ZONE
101+
COMPONENT TRIBUTARY AREA (FT2)
+40 -42 -38
-50 -415
+36
+36
+40
DESIGN WIND PRESSURE FOR
PARAPETS (PSF)
ALOAD CASE B
COMPONENT
TRIBUTARY AREA (FT2)
+92 +73 +45
+81 +455
+67
+59
+117
WALL ZONE
COMPONENT
TRIBUTARY AREA (FT2)
0 - 100 101+ 101+0 - 100
-103 -743
+24 +21
+24 +21
+24 +21
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs \S
S M
IT
H
\D o c u m e n ts \R e v it P ro je c ts
\2
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P o rt s m o u th
C o m p le x R a n g e
S s s m it h Z
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/1
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TRAINING STRUCTURAL NOTES
SSD
SMS
LSS
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
S-001T
'-8
108'-9" 93'-3"
202'-0"
'-4
WF3.0
W F
3.
WF3.0
WF3.0
W F
3.
W F
3.
WF3.0
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs \S
S M
IT
H
\D o c u m e n ts \R e v it P ro je c ts
\2
\1
P o rt s m o u th
C o m p le x R a n g e
S s s m it h Z
C
M Y
.r v t
/1
/2
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:0
P
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TRAINING FOUNDATION PLAN
SSD
SMS
LSS
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
SB101T
1/8" = 1' - 0" 0 5' 10' 15' 30'
GRAPHIC SCALE(S)
FOUNDATION PLAN NOTES
# KEY NOTES
SCALE: 1/8" = 1'-0"
A1
FOUNDATION PLAN
1. TOP OF SLAB-ON-GRADE IS DATUM ELEVATION [0'-0"], UNLESS
OTHERWISE NOTED.
2. TOP OF FOOTING ELEVATION IS [-2'-0"], UNLESS OTHERWISE NOTED.
3. WALL FOOTINGS ARE INDICATED 'WFx' ON PLAN. REFER TO 'FOOTING
SCHEDULE' ON SHEET SB501T FOR SIZE AND REINFORCING. WALL
FOOTINGS ARE LOCATED AT THE CENTERLINES OF WALLS, UNLESS
OTHERWISE NOTED.
4. SLAB-ON-GRADE IS 6" THICK CONCRETE REINFORCED WITH
6x6-W2.9xW2.9 WWR OVER VAPOR RETARDER OVER 4" OF POROUS FILL, UNLESS OTHERWISE NOTED. REFER TO TYPICAL SLAB-ON-GRADE
DETAILS ON SHEET SB501T.
5. SLAB-ON-GRADE CONTRACTION OR CONSTRUCTION JOINT SPACING
MUST NOT EXCEED 15'-0" SPACING AND PANEL ASPECT RATIO MUST NOT
EXCEED 1:1.5. SUBMIT JOINT LAYOUT PLAN FOR APPROVAL 2 WEEKS
PRIOR TO PLACING SLAB-ON-GRADE CONCRETE.
6. COORDINATE ALL FOOTING LOCATIONS WITH CIVIL, PLUMBING AND
ELECTRICAL DRAWINGS. FOOTINGS MUST BE LOWERED AS NECESSARY
TO PASS UNDER UTILITY LINES ACCORDING TO 'TYPICAL STEPPED
FOOTING' DETAIL ON SHEET SB501T. CONTRACTOR MAY PROVIDE PIPE
SLEEVES BELOW FOOTING IN LIEU OF STEPPED FOOTING IF THE
DIMENSIONAL REQUIREMENTS IN THE TYPICAL DETAIL ON SHEET SB501T
ARE MET.
PAVING OR
FINISHED GRADE,
SEE CIVIL DWGS
CONCRETE
SLAB-ON-GRADE
1/2" PJF
CONCRETE FOOTING,
SEE PLAN AND SCHEDULE
ON THIS SHEET
NON-SHRINK GROUT
PRECAST CONCRETE
WALL PANEL, SEE PLAN
CL WALL PANEL
AND FOOTING
DETAIL 'A'
NOTES:
1. PAINT STEEL BELOW GRADE WITH
TWO (2) COATS OF COAL TAR EPOXY.
2. DETAIL SIMILAR AT INTERIOR WALL.
3" CLR,
TYP
GRID
[SEE PLAN]
TOF
[SEE PLAN]
TOC
ANGLE AND
POST-INSTALLED
STRUCTURAL
ANCHOR BY PCM
3 SIDESPANEL SHEAR
CONNECTION
BY PCM
DETAIL 'A'
2" G
R O
U T
T H
IC
K
N E
S S
V
A R
IE
S
PAVING, SEE
CIVIL DWGS
1'-4"
2" CLR
SEE ARCH DWGS
WALL OPENING
PLAN
#4 AT 12" OC TOP
(3 BARS MIN)
12" LAP MIN
CONCRETE
SLAB-ON-GRADE
SECTION
(1) #4 AT RE-ENTRANT
CORNER, MIDDLE OF
SLAB, EACH SIDE
(1) #5 CONT, TOP
EDGE OF
SLAB (EOS)
0"
3' -0
1'-0"
3/4" CLR
CL FOOTING AND
WALL PANEL
FACE OF WALL PANEL
AND TURN-DOWN
WALL PANEL (TYP)
SLOPE
CONCRETE SLAB-ON-GRADE
CONCRETE FOOTING,
SEE PLAN AND SCHEDULE
ON THIS SHEET
#4 AT 24" OC WITH
STD 90° HOOK
(2) #5 CONT,
BOTTOM
PRECAST CONCRETE
WALL PANEL BEYOND
[SEE PLAN]
TOF
[SEE PLAN]
TOC
1/2" PFJ
PLAN AT
INTERSECTION
PLAN AT
CORNER
SEE FOOTING
SCHEDULE ON
SHEET S____ FOR
REINFORCING (TYP)
NOTES:
1. WHERE THREE BARS
OCCUR, CENTER BAR
SHALL BE TREATED
AS AN INNER FACE BAR.
2. 'B' AND 'D' BARS NOT
SHOWN FOR CLARITY.
3' -0
TYP
1'-6"
3'-0"
0", TYP
1'-6" 1'-6"
0" , T
Y P
8" STEP
16" MIN FOR
16" STEP
32" MIN FOR 3" CLR, TYP
1'-0" MIN
CONTINUOUS WALL
FOOTING REINFORCING,
SEE SCHEDULE
ON THIS SHEET
'Z' BARS SAME SIZE AND
NUMBER AS CONTINUOUS
FOOTING REINFORCING,
BEND AS SHOWN
'A' BARS
'B' BARS
CONTINUOUS WALL
FOOTING REINFORCING
8" M
IN
M A
X
TYP
36 BD LAP
CONTINUOUS WALL
FOOTING, SEE PLAN
AND SCHEDULE
PVC OR GALVANIZED
STEEL PIPE SLEEVE.
(Ø = PIPE Ø + 2" MIN)
1'-0" M
IN, TYP
8" MIN
1500 PSI LEAN CONCRETE,
WIDTH EQUAL TO
CONTINUOUS FOOTING WIDTH
M
IN
M A
X
SECTION
WALL
'B' BARS'A' BARS
'D' BARS'C' BARS
W
T 'A' AND
'C' BARS CONT
'B' AND
'D' BARS
O
N T
PLAN
WALL
W
NOTE:
FOOTINGS ARE CENTERED
BENEATH WALL UNLESS
OTHERWISE NOTED.
BOTTOM REINFORCING
CONTINUOUS
THROUGH JOINT
TIE BAR EACH SIDE OF
CONSTRUCTION JOINT
2" C
LR
T
O P
(3) #5 x4'-0" TOP
CENTERED ON JOINT
S E
E P
LA
N
T
PREVIOUS POUR NEW POUR
T/
T/
T/
4" 4"
SUPPORTS FOR
REINFORCEMENT AT
3'-0" OC EACH WAY, MAX
CONCRETE SLAB-ON-GRADE
POROUS FILL
[SEE PLAN]
TOC
SEE PLAN
VAPOR RETARDER
SLAB REINFORCEMENT,
SEE PLAN
U O
N CONCRETE
SLAB-ON-GRADE
SAWCUT JOINT, DEPTH
EQUAL TO 1/4 OF
SLAB THICKNESS
[SEE PLAN]
TOC
SEE PLAN
SLAB REINFORCEMENT,
SEE PLAN
2x4 CONT KEY
APPLY LIQUID CURING
COMPOUND TO ENTIRE
FACE OF PREVIOUS POUR
TO PREVENT BONDING
SLAB REINFORCEMENT,
SEE PLAN
PREVIOUS POUR
CONCRETE
SLAB-ON-GRADE
2" CLR, TYP
6"
8" 6" 6" 8"
[SEE PLAN]
TOC
MIN
1'-0"
SLAB REINFORCEMENT,
SEE PLAN
[SEE PLAN]
TOC
CONCRETE
SLAB-ON-GRADE
SEE PLAN FOR
DEPTH OF SLAB
DEPRESSION
(2" MAX) 1
1/ 2"
U O
N
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A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs \S
S M
IT
H
\D o c u m e n ts \R e v it P ro je c ts
\2
\1
P o rt s m o u th
C o m p le x R a n g e
S s s m it h Z
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M
TRAINING TYPICAL FOUNDATION DETAILS
SSD
SMS
LSS
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
SB501T
NOT TO SCALE
C1
TYPICAL FOUNDATION DETAIL AT EXTERIOR PRECAST WALL
NOT TO SCALE
A1
TYPICAL SLAB AT EXTERIOR OPENING
FOOTING SCHEDULE
MARK
DIMENSIONS REINFORCING
NOTESW T 'A' BARS 'B' BARS 'C' BARS 'D' BARS
WF3.0 3'-0" 1'-6" - - - -
NOT TO SCALE
D2
TYPICAL CONTINUOUS
FOOTING REINFORCING
NOT TO SCALE
D5
TYPICAL STEPPED FOOTING
NOT TO SCALE
D6
TYPICAL PIPE SLEEVE
BENEATH FOOTING
NOT TO SCALE
D1
TYPICAL WALL FOOTING
REINFORCING DIAGRAMS
NOT TO SCALE
D4
TYPICAL CONCRETE FOOTING
CONSTRUCTION JOINT
NOT TO SCALE
B1
TYPICAL SLAB-ON-GRADE (SOG)
NOT TO SCALE
B2
TYPICAL SLAB-ON-GRADE
SAWED (CONTRACTION) JOINT (SJ)
NOT TO SCALE
B3
TYPICAL SLAB-ON-GRADE
CONSTRUCTION JOINT (CJ)
NOT TO SCALE
B4
TYPICAL SLAB DEPRESSION (SD)
S
S L
S L
'-8
108'-9" 93'-3"
'-4
TOC
[+21'-2"]
TOC
[+21'-2"]
TOW
[+21'-10"]
TOW
[+21'-10"]
TOC
[+20'-0"]
TOC
[+20'-0"]
TOW
[+21'-10"]
TOW
[+21'-10"]
TOC
[+20'-8"]
VIRGINIA BEACH, VIRGINIA 23462
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1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs \S
S M
IT
H
\D o c u m e n ts \R e v it P ro je c ts
\2
\1
P o rt s m o u th
C o m p le x R a n g e
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TRAINING ROOF FRAMING PLAN
SSD
SMS
LSS
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PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
SF101T
1/8" = 1' - 0" 0 5' 10' 15' 30'
GRAPHIC SCALE(S)
FRAMING PLAN NOTES
# KEY NOTES
SCALE: 1/8" = 1'-0"
A1
ROOF FRAMING PLAN
1. ROOF ELEVATIONS ARE REFERENCED FROM FINISHED FIRST FLOOR
ELEVATION = [0'-0"].
2. ROOF STRUCTURE IS 28" DEEP, 12'-0" WIDE PRECAST PRESTRESSED
CONCRETE DOUBLE TEES WITH 2" MINIMUM TOPPING SLAB, REFER TO
"TYPICAL CONCRETE TOPPING THICKNESS" ON SHEET SF501T.
PRECAST MANUFACTURER TO ADJUST LAYOUT OF DOUBLE TEES AS
NEEDED TO ACCOMMODATE ATYPICAL WIDTHS. TOP SURFACE OF
DOUBLE TEE DECK MUST BE ROUGHENED TO 1/4" AMPLITUDE TO BOND
TOPPING.
PRECAST
CONCRETE
WALL PANEL,
SEE PLAN
CONTINUOUS
BACKER ROD
AND SEALANT
AT 1" JOINT
PRECAST CONCRETE
DOUBLE-TEE, SEE PLAN
BEARING PAD
PRECAST CONCRETE
CORBEL BY PCM
2" MIN TOPPING SLAB WITH
6x6-W4.0x4.0 WWR
CHORD STEEL AT PERIMETER TYPICAL
AS REQUIRED FOR LATERAL DIAPHRAGM
DESIGNED AND DETAILED BY PCM.
COORDINATE SIZE AND LOCATION OF
CHORD STEEL WITH CAST-IN-PLACE
CONCRETE CONTRACTOR.
1" PJF, CONT
GRID
SLOPE
PCM TO PROVIDE LATERAL FORCE
RESISTING SYSTEM CONNECTIONS
AS REQUIRED TO MEET PERFORMANCE
CRITERIA FOR DESIGN LOADS IN THE
"DESIGN NOTES" ON SHEET S-001T.
PRECAST CONCRETE
DOUBLE-TEE, SEE PLAN
2" MIN TOPPING SLAB WITH
6x6-W4.0x4.0 WWR
CHORD STEEL AT PERIMETER TYPICAL
AS REQUIRED FOR LATERAL DIAPHRAGM
DESIGNED AND DETAILED BY PCM.
COORDINATE SIZE AND LOCATION OF
CHORD STEEL WITH CAST-IN-PLACE
CONCRETE CONTRACTOR.
1" PJF, CONT
PRECAST
CONCRETE
WALL PANEL,
SEE PLAN
CONTINUOUS BACKER
ROD AND SEALANT
AT 1" JOINT
GRID
PCM TO PROVIDE LATERAL FORCE
RESISTING SYSTEM CONNECTIONS
AS REQUIRED TO MEET PERFORMANCE
CRITERIA FOR DESIGN LOADS IN THE
"DESIGN NOTES" ON SHEET S-001T.
[VARIES]
TOC
[SEE PLAN]
TOW
[SEE PLAN]
TOC
[SEE PLAN]
TOW
PERPENDICULAR TO WALL PANEL PARALLEL TO WALL PANEL
ROOFING, SEE ARCH DWGS
ROOFING, SEE ARCH DWGS
SF501T
D3
3 SIDES
VIRGINIA BEACH, VIRGINIA 23462
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1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs \S
S M
IT
H
\D o c u m e n ts \R e v it P ro je c ts
\2
\1
P o rt s m o u th
C o m p le x R a n g e
S s s m it h Z
C
M Y
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P
M
TRAINING TYPICAL FRAMING DETAILS
SSD
SMS
LSS
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
SF501T
NOT TO SCALE
D1
TYPICAL PRECAST DOUBLE-TEE TO WALL PANEL CONNECTION
NOT TO SCALE
D3
DETAIL
AND&
EXIST EXISTING
VINYL COMPOSITION TILEVCT
AFS
ADJ
AT
APPROX
AFF
BD
ALUM
APPROXIMATE
BOARD
ABOVE FINISH FLOOR
ABOVE FINISH SLAB
ALUMINUM
ADJUSTABLE, ADJUST
CEILING
COL
CLG
DIA
CMU
CONC
DOWNDN
EQUIP
ELEC
ELEV
EQUIPMENT
ELECTRICAL
ELEVATION
CONCRETE MASONRY UNIT
CONCRETE
DIAMETER
COLUMN
FLOOR
FO
FLR
GWB GYPSUM WALLBOARD
FACE OF
EQ EQUAL
CENTER LINE
HORIZ HORIZONTAL
TYPICALTYP
TOC TOP OF CONCRETE
WIDTH / WASHER
VERT
W
VERTICAL
UNLESS OTHERWISE NOTEDUON
HOLLOW METALHM
VIF VERIFY IN FIELD
CL
ALT ALTERNATE
APC ARCHITECTURAL PRECAST CONCRETE
ACT ACOUSTICAL CEILING TILE
BLDG BUILDING
BLKG BLOCKING
BRG BEARING
BUR BUILT-UP ROOFING
CORNER GUARDCG
CONTROL JOINTCJ
CLEARCLR
CONST CONSTRUCTION
CONT CONTINUOUS
CPT CARPET
CT CERAMIC TILE
D DEPTH / DRYER
DBL DOUBLE
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DOWNSPOUTDS
DRAWINGDWG
EACHEA
EXPANSION JOINTEJ
EDGE OF SLABEOS
EPS EXPANDED POLYSTYRENE
EXP EXPANSION / EXPOSED
EXT EXTERIOR
FD FLOOR DRAIN
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FGL FIBERGLASS
FF FINISH FLOOR
FIN FINISH
FRT FIRE RETARDANT TREATED
GA GAUGE
GALV GALVANIZED
GFRG GLASS FIBER REINFORCED GYPSUM
GL GLASS
GYP GYPSUM
HDW HARDWARE
HDWD HARDWOOD
HT HEIGHT
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
ID INSIDE DIAMETER
INSUL INSULATION
INT INTERIOR
JT JOINT
L LENGTH / LONG
MATL MATERIAL
SUSPENDEDSUSP
THR THRESHOLD
TOW TOP OF WALL
TP TOILET PARTITION
TOP & BOTTOMT & B
VINYL BASEVB
VTR VENT THRU ROOF
WITHW/
WITHOUTW/O
WALLCOVERINGWC
WOODWD
WINDOWWDW
WINDOW OPENINGWO
WORK POINTWP
WEIGHTWT
EXTRUDED POLYSTYRENEXPS
METALMTL
NIC
MISC
OC
MISCELLANEOUS
ON CENTER
NOT IN CONTRACT
ROOM
SIMILAR
R
RM
REF
SIM
RO
SS
RADIUS
STAINLESS STEEL
ROUGH OPENING
REFRIGERATORMAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
MTG MOUNTING
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED
OFOI OWNER FURNISHED
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
PL PLATE
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PR PAIR
PTD PAINTED
RD ROOF DRAIN
REINF REINFORCING
REQ'D REQUIRED
RWL RAIN WATER LEADER
SAFB SOUND ATTENUATING FIRE BLANKET
SF SQUARE FEET
SQUARESQ
STRUCTURALSTRUCT
STD STANDARD
STL STEELCONTRACTOR INSTALLED
OWNER INSTALLED
TTL TOTAL
PH PANIC HARDWARE
KO KNOCK OUT
GC GENERAL CONTRACTOR
IGU INSULATING GLASS UNIT
POLYISO POLYISOCYANURATE
INSULATION
SAB SOUND ATTENUATING BLANKET
FP FIRE PROTECTION
TELE TELECOMMUNICATION
BSJ BUILDING SEPARATION JOINT
COLUMN LINECL
CONCRETE WOOD BLOCKING - INTERRUPTED
BRICK
CONCRETE MASONRY UNIT (CMU)
INSULATION - BATT / LOOSE / BLANKET
PLYWOOD / MDF
EARTH
INSULATION - MINERAL WOOL
SPANDREL GLAZING
WOOD BLOCKING / FRAMING -
CONTINUOUSINSULATION - RIGID
GRAVEL INSULATION - SPRAY FOAM
GWB / GROUT / SPRAY FIREPROOFING
STEELALUMINUM FILL - GRANULAR
FILL - POROUS
A
XX.X
DIRECTION OF SLOPE
ROOF SLOPE
FLOOR DRAIN
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER BRACKET
FD
WINDOW / LOUVER / CURTAIN WALL / STOREFRONT
DESIGNATION
FEC
FEB
W1 L1 C1 S1
SPECIALTY ITEM DESIGNATION
PARTITION / WALL TYPE
DOOR NUMBER
CJ BSJ EJ
CONTROL
JOINT
EXPANSION
JOINT
BUILDING
SEPARATION JOINT
REFER TO THE GENERAL "G" SERIES SHEETS FOR
GENERAL PROJECT SYMBOLOGY
2' x 2' ACOUSTICAL
TILE LAY-IN CEILING
GWB
CEILING / SOFFIT
METAL PANEL
CEILING / SOFFIT
4' x 4' ACOUSTICAL
TILE LAY-IN CEILING
OS
S
H P
LIGHT FIXTURES
CEILING MOUNTED
EXIT LIGHT
FIRE ALARM STROBE
CEILING MOUNTED
OCCUPANCY SENSOR
CARBON MONOXIDE DETECTOR
HEAT DETECTOR
SMOKE DETECTOR
CEILING HEIGHT EXPOSED CEILING
SPRINKLER HEAD
CEILING MOUNTED
RECEPTACLE
CO
8'-0"
S
S
EXP
SUPPLY GRILLE
V F
EXHAUST FAN
CEILING MOUNTED
SECURITY CAMERA
ACCESS PANEL CEILING FAN
2' x 4' ACOUSTICAL
TILE LAY-IN CEILING
CEILING MOUNTED
EXIT LIGHT W/ ARROW
EMERGENCY EGRESS LIGHT FIXTURES
INDICATES BRACKET, WALL MOUNTED
ELECTRICAL LIGHT / FIXTURE / EQUIPMENT, ETC
INDICATES BRACKET, WALL MOUNTED
FIRE PROTECTION FIXTURE / EQUIPMENT, ETC
WOOD
CEILING / SOFFIT
PHOTO DETECTOR
SPEAKER SPEAKER W/ STROBE
FIRE ALARM HORN STROBE
RETURN GRILLE
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF MASONRY, FACE OF EXISTING WALL AND TO
CENTERLINE OF COLUMNS.
2. ALL NOTES, DETAILS, AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION ARE APPLICABLE TO SIMILAR
CONDITIONS, WHETHER OR NOT SPECIFICALLY INDICATED.
3. IN STUD WALLS, LOCATE ALL INTERIOR DOOR FRAMES A DISTANCE OF 4" (FOUR) INCHES FROM THE THROAT RETURN TO THE CLOSEST ADJACENT PERPENDICULAR PARTITION, UON. IN CMU WALLS, LOCATE MASONRY OPENING AT DOORS 8"
(EIGHT) FROM THE PERPENDICULAR WALL.
4. ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION +0'-0", WHICH IS THE TOP OF THE FIRST FLOOR
SLAB, UON.
5. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS OR SIZES OF BUILDING ELEMENTS.
6. ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS SHALL BE CONTINUOUS, UON.
7. USE FIRE-RETARDANT TREATED WOOD PRODUCTS FOR ALL CONCEALED WOOD BLOCKING, UON.
8. USE PRESERVATIVE-TREATED WOOD PRODUCTS FOR ALL WOOD BLOCKING IN CONTACT WITH EXTERIOR MASONRY OR CONCRETE WALLS, AND FOR ALL WOOD BLOCKING IN CONTACT WITH CONCRETE SLABS ON GRADE.
9. VERIFY ALL DIMENSIONS. BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
10. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY OTHER DRAWINGS, SPECIFICATIONS, AND/OR EXISTING CONDITIONS SHALL BE NOTED IN WRITING TO THE ARCHITECT FOR REVIEW AND
MUST BE CLARIFIED PRIOR TO COMMENCING THE CONSTRUCTION IN QUESTION.
11. PROVIDE WOOD OR METAL BLOCKING BEHIND GWB AT THE FOLLOWING LOCATIONS:
A. ALL WALL-MOUNTED OR CEILING-MOUNTED DOOR STOPS, DOOR HOLD-OPEN DEVICES, AND OTHER HARDWARE.
B. ALL WALL-MOUNTED TOILET ACCESSORIES. AT GRAB BARS, PROVIDE BLOCKING CAPABLE OF RESISTING A MINIMUM LOAD OF 250 POUNDS APPLIED VERTICALLY OR HORIZONTALLY AT ANY POINT ON THE GRAB BAR.
C. ALL WALL-MOUNTED PLUMBING FIXTURES, INCLUDING BUT NOT LIMITED TO LAVATORIES, SINKS, URINALS, WATER CLOSETS, AND WATER COOLERS. PROVIDE BLOCKING CAPABLE OF RESISTING A MINIMUM LOAD OF 400 POUNDS
APPLIED VERTICALLY AT ANY POINT ON THE PLUMBING FIXTURE.
D. ALL WALL-MOUNTED CABINETRY, SHELVING, AND SIMILAR ITEMS.
E. ALL WALL-MOUNTED VIDEO MONITORS, AND SIMILAR ITEMS.
12. ALL MATERIALS USED IN THE PROJECT SHALL BE NEW AND PROVIDED BY THE CONTRACTOR, UON.
13. USE BITUMINOUS MEMBRANE TO SEPARATE PRESERVATIVE-TREATED WOOD PRODUCTS FROM CONTACT WITH ANY
METAL SURFACE.
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C
D
E
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B
C
D
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DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
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ARCHITECTURAL LEGEND, NOTES AND
ABBREVIATIONS
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
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PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
A-001
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL ABBREVIATIONS
ARCHITECTURAL SYMBOLOGY
MATERIAL LEGENDRATED PARTITION LEGEND
RCP LEGEND
NOT ALL ABBREVIATIONS, SYMBOLS, AND
LEGEND GRAPHICS LISTED ARE NECESSARILY
USED ON THIS PROJECT. REFER TO
DOCUMENTS FOR SPECIFIC INFORMATION.
TWO HOUR FIRE RATING
ONE HOUR FIRE RATING
E
LE
C T
R
IC
A L
F
IR
E P
R O
T E
C T
IO
N
A R
C H
IT
E
C T
U R
A L
M E
C H
A N
IC
UP
W D
AE201H
A1
AE201H
C1
AE201H
B1
AE201H
D1
96'-0"
'-0
'-0
'-0
'-0
19'-10"
20'-0"
85'-0"
'-1
/8
20'-0"
AE203H
D1
AE101H
AE102H
AE101H
AE102H
A E
3H
A E
2H
A E
3H
A E
2H
AE103H
AE104H
AE103H
AE104H
AE202H
D1
AE202H
C6
AE203H
C1
AE203H
C4
AE203H
A5
AE204H
D2
AE204H
D1
AE204H
B2
AE204H
C1
AE202H
A1
AE202H
C1
H1002
H1014
H1009
H1021
ST2
ELV 1
H1121
H1110
H1106
H1042
H1046
H1111
H1038
H1116
H1028
H1100
ELV 2
H1202
H1204
H1218
H1209
H1220
H1223
H1222
H1246
H1247
H1248
ELV 3
ST3
H1302H1301
H1300
H1304 H1303
H1305
H1306
H1040
H1041
H1250
H1310
H1104
H1022
H1010
H1207
H1211
H1112
H1018
H1039
H1241 H1214
H1215
H1212 H1213
H1210
H1238
H1227
H1224
H1234 H1226
H1232
H1237H1236H1235
H1228 H1229 H1230
H1231
H1233
H1239
H1244 H1243 H1242
H1245
H1006
H1005
H1001
H1000
ST1
H1003
H1004
H1205
H1221
H1036
H1037
H1035
H1033
H1032
H1030
H1029
H1034
H1031
H1120
H1114
H1115
H1122
H1118
H1117
H1109
H1108
H1103
H1102
H1047
H1045
H1219
H1216 H1217
H1251
H1208
H1024
H1107
H1019
H1016
H1013
H1011A
H1026
H1025
H1027
H1119
H1017
H1015
H1012
H1023
H1101
H1200
AE204H
A2
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10
W11
W12
W13
W14
W15
W16
WA
WB
WC
WC
WD
WD
WE
WE
WF
WG
WH
WJ
WK
EZ EA EB EC ED EE EF EG EH EJ EK EL EM EN EP
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
E13
E14
E15
E16
H1043
H1203
'-8
H1008
H1240
H1307
H1309
H1308
1107A
1107B
1113B
1113A
M8R1
S6NS6N
E17
E18
EQ
A1
AE310H
A6
AE313H
A6
AE310H
A4
AE310H
A3
AE310H
_____ A1
AE311H
A6
AE311H
A4
AE311H
A1
AE312H
A3
AE312H
A1
AE313H
'-0
'-1
0"
8' -9
'-9
9' -1
'-3
'-3
'-1
'-0
'-7
'-0
'-0
'-7
/2
'-5
/2
'-0
17'-8"
9'-6"
32'-11"
32'-1"
8'
-9
39'-8 1/2" 66'-0" 149'-4"
A1
AE301H
A1
AE301H
150'-8 1/2" 34'-3" 24'-0" 59'-8"
C1
AE302H
_____C1
AE302H
A1
AE302H
A1
AE302H
D1
AE302H
D1
AE302H
D3
AE301H
D3
AE301H
C3
AE301H
C3
AE301H
27'-9"
20'-3"
24'-0"
16'-7"
11'-11"
17'-8"
9'-6"
'-5
'-0
'-1
8'
-0
'-3
5'
-6
4' -6
'-3
1' -9
'-4
'-1
0"
'-1
8' -5
'-4
'-4
'-0
'-0
1'-6" 15'-10" 17'-11" 20'-7" 21'-6" 21'-0" 22'-9" 23'-2" 29'-6" 4'-3" 12'-11" 8'-4" 9'-6" 14'-6" 24'-0"
1'-8"
H1311
H1312
H1312
SCALE: 1/16" = 1'-0"
HQ FIRST FLOOR OVERALL PLAN
GRAPHIC SCALE(S)
KEY PLAN
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
A
B C
D
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:4
P
M
HQ FIRST FLOOR OVERALL PLAN
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE001H
DN
UP
AE201H
A1
AE201H
C1
AE201H
B1
AE201H
D1
AE203H
D1
AE105H
AE106H
AE105H
AE106H
A E
7H
A E
6H
A E
7H
A E
6H
AE107H
AE108H
AE107H
AE108H
AE202H
D1
AE202H
C6
AE203H
C1
AE203H
C4
AE203H
A1
AE204H
D2
AE204H
D1
AE204H
B2
AE204H
B1
AE204H
C1
AE202H
A1
AE202H
C1
H2103
H2249
H2105
ELV 2
H2019
H2011
H2017
H2008
H2125
ST1
ELV 4
H2010
H2023
ST2
H2119
H2054
H2022
H2021
H2129
H2218
H2214
H2217
H2311
ELV 3
ST3
H2238
H2314 H2312
H2235
H2236
H2323
H2028
H2000
H2234
H2233
H2315
H2102
H2104
H2209
H2206
H2131
H2208
H2207
H2130
H2203
H2221 H2224H2223
H2200H2201
H2222
H2202
H2215
H2211
H2205
H2020
H2013
H2014
H2012
H2016
H2015
H2018
H2056
H2057
H2065
H2055
H2101H2100
H2247
H2306
H2246
H2303 H2301
H2248
H2310
H2308 H2307
H2305
H2135
H2136
H2213
H2210
H2212 H2216
H2313
H2229
H2006
H2007
H2044
H2004
H2005
H2024
H2026
H2025
H2237
H2317
H2324
H2325
H2320
H2053
H2318
H2319
H2321 H2322
H2316
H2219 H2126
H2111
H2112
H2113
H2116
H2117
H2120
H2121
H2115
H2128
H2124
H2052
H2122
H2123
H2133
H2114B
H2118
H2309
H2302
H2304
H2232
H2228
H2225
H2227
H2241
H2244 H2242
H2245
H2240
H2243
H2220
H2009
H2127
H2051
H2034
H2045
H2043
H2033
H2042
H2027
H2030
H2029
H2031
H2032
H2050
H2049
H2048
H2047
H2046
H2035
H2036
H2037
H2038
H2039
H2041
H2040
AE204H
A2
W1
W2
W2
W3
W3
W4
W5
W6
W7
W8
W9
W10
W11
W12
W13
W14
W15
W16
W16
WA
WB
WC
WC
WD
WD
WE
WE
WF
WF
WG
WG
WH
WH
WJ
WK
EZ EA EB EC ED EE EF EG EH EJ EK EL EM EN EP
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
E13
E14
E15
E16
H
H2003
H2001
E17
E18
EQ
A1
AE310H
A6
AE313H
A6
AE310H
A4
AE310H
A3
AE310H
A1
AE311H
A6
AE311H
A4
AE311H
A1
AE312H
A3
AE312H
A1
AE313H
'-0
'-0
'-0
'-0
19'-10"
20'-0"
85'-0"
'-0
3/
20'-0"
'-8
17'-8"
9'-6"
32'-11"
32'-1"
8'
-9
/2
39'-8 119/256" 66'-0" 149'-9 13/16"
24'-0" 59'-8"
27'-9"
20'-3"
24'-0"
16'-7"
11'-11"
17'-8"
9'-6"
'-5
'-0
'-1
8'
-0
'-3
5'
-6
4' -6
'-3
1' -9
'-4
'-1
0"
'-1
8' -5
'-4
'-4
'-0
'-0
1'-6" 15'-10" 17'-11" 20'-7" 21'-6" 21'-0" 22'-9" 23'-2" 29'-6" 4'-3" 12'-11" 8'-4" 9'-6" 14'-6" 24'-0"
1'-8"
OPEN TO BELOW
SCALE: 1/16" = 1'-0"
HQ SECOND FLOOR OVERALL PLAN
A
B C
D
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:5
P
M
HQ SECOND FLOOR OVERALL PLAN
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE002H
GRAPHIC SCALE(S)
KEY PLAN
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
W D
'-0
'-0
'-0
20'-0"
20'-0"
5'-0"
5'-0"
'-6
17'-11"
6' -0
6'-11"
8' -4
18'-0"
31'-11" 6'-0" 27'-1"
AE102H AE102H
AE101H
PROPERTY &
EVIDENCE
H1002
VEHICLE
EXAMINATION
H1014
SHIPPING &
RECEIVING
H1009
SALLY PORT
H1021
STAIR
ST2
ELEV.
ELV 1
RESIDENTIAL
SIMULATOR
H1042
MEN'S TOILET
H1046
COMPUTER
CLASSROOM
H1038
FIRE TRAINING
OFFICE
H1028
ELEC.
H1040
TELECOM
H1041
PRIVATE
CORRIDOR
H1022
PRIVATE
CORRIDOR
H1010
FORENSICS LAB
H1018
BREAK
H1039
LRG. CONF.
H1043
OFFICER LOBBY
H1006
VESTIBULE
H1005
VESTIBULE
H1001
PUBLIC LOBBY
H1000
STAIR
ST1
GUN CAGE
H1003
DRUG CAGE
H1004
EMS VIEWING
H1036
EMS TRAINING
H1037
SML. CONF.
H1035
STORAGE
H1033
LT OFFICE
H1032
CLINICAL
H1030
CAPTAIN
H1029
LT
H1034
STORAGE
H1031
WOMEN'S
TOILET
H1045
VESTIBULE
H1024
FILE AND
SUPPLY
STORAGE
H1019
AFIS STORAGE
H1016
QUARTERMASTER
H1011A
STORAGE
H1026
ANIMAL
SERVICES
H1025
VESTIBULE
H1027
FORENSIC TECH
H1017
EQUIPMENT
STORAGE
H1015
VESTIBULE
H1012
CORRIDOR
H1023
PROPERTY &
EVIDENCE
H1002
AFIS STORAGE
H1016
FORENSICS
H1013
AE204H
B1
AE204H
C1
AE202H
C1
AE202H
A1
AE204H
A2
A1
AE301H
_____A1
AE301H
OFFICE
H1017A
AE404H
A5
CORRIDOR
H1017B
CORRIDOR
H1044
14'-6"59'-0"20'-1"
20'-0" 96'-0" 100'-0"
12'-0" 6'-2" 22'-9"
28'-11"
W9
W10
W11
W12
W13
W14
W15
W16
WA WB WC WD WE WF WG WH WJ WK
A
B
1009A
1009B
C
1009B
1009D
1009E
A
A
B
1011C
1011D
E
B
A
ST2
ST2
A
S T
1034 1031
E
T
A
1042E
1042D
B
C
F
B2B1B1B1B1
B
B
B1 B1 B2
B1021C
1021D
1021B 10
A
1102A
9'-5" 27'-3" 11'-0"
'-1
1"
19'-3 1/2"
'-2
'-2
'-0
7' -1
3/
8"
'-8
'-7
5' -5
'-6
5' -2
9' -1
1"
'-2
'-0
/2
5' -8
'-2
'-7
6'
-2
33'-6"26'-5"25'-5"
93'-8 1/4"18'-7"22'-9"26'-7 5/8"31'-11"
M8R2M8R2
S6NS6N
S6N
S6NS6N
S6N
S6N
S6R1S6R1
S6NS6N
S6N
B
S6N
S6N
S6N
S6NS6N
S6NS6N
S6N
S6N S6N
S6NS6N
S6N
S6NS6N
S6NS6N
S6NS6N
S6NS6N
S6N
S6R1
M8R1M8R1
M8R1
M8R1
M8R1
M8R1
M8R1
S6R1N S6R1NS6R1N
M8R1FS3
M8R1FS3M8R1FS3 M8R1FS3
BM8
BM8BM8
BM8
S6R1N
S6R1N
S6R1N
S6R1S6R1
S6N
S6R1
S6NS6N
S6R1N
S6R1
8' -4
S6NS6N
S6NS6N
S6NS6N
S6N M8R1
M8R1
M8R1
M8R1
M8R1
M8R1FS3
M8R1FS3
M8R1M8R1
S6R1NS6R1N M8R1FS3
FS6
FS6
A1
AE310H
A6
AE310H
JAN
H1007
FIRE PUMP
H1008
1'-8" 32'-1" 32'-11" 27'-2" 2'-2" 9'-9" 16'-7" 24'-0" 20'-3" 27'-9"
21'-8" 32'-1"
PROPERTY &
EVIDENCE
H1002
PROPERTY &
EVIDENCE
H1002
QUARTERMASTER
H1011A
JAN
H1020
CORRIDOR
H1017B
VCIN TERMINAL
H1047
CHANGING
ROOM
H1011B
CHANGING
ROOM
H1011C
A
E
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:5
P
M
HQ FIRST FLOOR PLAN - AREA A
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE101H
GRAPHIC SCALE(S)
KEY PLAN
# KEY NOTES
GENERAL NOTES
1/8" = 1' - 0" 0 5' 10' 15' 30'
A
B C
D
1 PASS THRU SERVICE WINDOW
2 FULL HEIGHT CHAIN LINK FENCE PARTITION WITH SLIDE
GATE
3 EMERGENCY SHOWER AND EYE WASH
4 10,000 LBS HYDRAULIC VEHICLE LIFT
5 FORENSIC EVIDENCE PASS THRU LOCKERS
6 BALLISTIC LEVEL 4 PASS THRU SERVICE WINDOW
7 12' HIGH STORAGE RACKS
8 ONE WAY VIEWING MIRROR
9 CASEWORK WITH LOWER AND UPPER CABINETS
10 RESIDENTIAL CASEWORK WITH LOWER AND UPPER
CABINETS AND CASE WORK ISLAND WITH NO UPPER
CABINET
11 WORK BENCH
12 ROOF ACCESS LADDER
13 6'x6' DOCK LEVELER
14 PROPERTY LOCKER (LOCKABLE WEAPON LOCKERS)
15 WALL MOUNTED FOLD OUT DESK
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
MASONRY, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS
2. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT
3. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF
DECK AND PARTITIONS WITH PM&E AND FP DRAWINGS
SCALE: 1/8" = 1'-0"
HQ FIRST FLOOR PLAN - AREA A
5'-0"
'-6
17'-11"
6' -0
AE101HAE101H
AE103H
AE103H
STAIR
ST2
ELEV.
ELV 1
FORCE
SIMULATOR
H1106
MEN'S TOILET
H1046
RECORDS
H1100
CORRIDOR
H1104
PRIVATE
CORRIDOR
H1022
BREAK ROOM
H1108
PATROL GEAR
ISSUE
H1102
VESTIBULE
H1024
CORRIDOR
H1107
DEFENSE
TACTICS
TRAINING
CLASSROOM
H1121
VEHICLE
SERVICES
H1110
COMPUTER
CLASSROOM
H1111
POLICE
TRAINING
OFFICE
H1116
ELEV.
ELV 2
ACADEMY
CLASSROOM
H1112
STORAGE
H1120
STORAGE
H1114
ARMOR OFFICE
H1115
CADET BREAK
ROOM
H1122
LT
H1118
SRGT
H1117
STORAGE
H1109
RECORDS
H1103
STORAGE
H1119
POLY
H1101
CORRIDOR
H1104
CORRIDOR
H1104
AE204H
D1
AE204H
B2
AE202HD1
AE203HA1
C3
AE301H
_____C3
AE301H
D3
AE301H
D3
AE301H
1107A
1107B
B
1121A
CORRIDOR
H1113
W1
W2
W3
W4
W5
W6
W7
W8
W9
WA WB
WC WD WE WF WG WH WJ
EZ
EA
EB
EC
E8
STORAGE
H1120A
6"
6"
VESTIBULE
H1105
ST2
ST2
A
B2B1B1B1B1
B
B1 B1 B2
B1021C
1021D
1102A
1120A
B
1121B
A
B
C
B
A
20'-2" 20'-2"
'-9
'-0
'-1
1"
'-0
30'-10" 9'-6" 6'-1" 30'-6"
'-7
6'
-2
56'-5 3/4"
'-3
93'-8 1/4"18'-7"22'-9"26'-7 5/8"31'-11"
S6NS6N
S6NS6N
S6NS6N
S6N
S6R1
8' -4
S6N M8R1
M8R1
M8R1
M8R1
M8R1
M8R1FS3
M8R1FS3
M8R1M8R1
S6R1NS6R1N M8R1FS3
S6R1
S6NS6N
S6NS6N
S6N
S6R1
S6N
S6NS6N
S6N
8'-2 1/2"22'-1"6'-1"
S6NAS6NA
S6NA
S6NS6N
S6NS6N
S6N
S6NS6N
S6N
S6NS6N
S6N
S6NS6N
S6N
M8R1FS3M8R1FS3
M8R1A
M8R1
FS3FS3 FS3FS3
FS3FS3
30'-6"
FS6N
FS6N
FS6
FS6
BS6N
BS6N
E17A4
AE310H
'-0
'-1 0"
8' -9
'-9
9' -1
'-3
'-3
'-1
21'-8" 32'-1"
FS3FS3
20'-3"24'-0"16'-7"11'-11"17'-8"9'-6"
JAN
H1020
CORRIDOR
H1017B
SRGT
H1203
CORRIDOR
H1113
VCIN TERMINAL
H1047
SRGT
H1203
CORRIDOR
H1104
S4NA
CORRIDOR
H1104
PUBLIC LOBBY
H1202
8'-0"
25'-3"
25'-3"
14'-1"
1105A
1105B
1113A
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:0
P
M
HQ FIRST FLOOR PLAN - AREA B
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE102H
SCALE: 1/8" = 1'-0"
HQ FIRST FLOOR PLAN - AREA B
A
B C
D
GRAPHIC SCALE(S)
KEY PLAN
# KEY NOTES
GENERAL NOTES
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
MASONRY, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS
2. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT
3. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF
DECK AND PARTITIONS WITH PM&E AND FP DRAWINGS
1 CASEWORK WITH LOWER AND UPPER CABINETS
2 WORK COUNTER
3 8' HIGH STORAGE RACKS
4 FORCE SIMULATOR, OWNER FURNISHED CONTRACTOR
INSTALLED
5 MONUMENTAL STAIR WITH TERRAZZO TREADS AND
RISERS WITH BAR STOCK GUARDRAIL AND STAINLESS
STEEL HANDRAIL
6 TERRAZZO TREADS IN MONUMENTAL STAIR PLINTH
7 WOOD STAIR PLINTH
8 WALK OFF MAT
E
3H
A E
2H
A E
2H
AE104H AE104H
RECORDS
H1100
PUBLIC LOBBY
H1202
PUBLIC LOBBY
H1202
MULTIPURPOSE
ROOM
H1204
PREFUNCTION
SPACE
H1250
STORAGE
H1205
POLY
H1101
MENS
H1218
PROFESSIONAL
STANDARDS
H1209
BREIFING ROOM
H1220
MED. CONF.
H1223
MED. CONF.
H1222
EM. ELEC.
H1246
MAIN ELEC.
H1247
ELEV.
ELV 3
STAIR
ST3
FAMILY WAITING
H1207
VISITOR
WAITING
H1211
MAG
H1241
RECORD
STORAGE
H1214
LT OFFICE
H1215
INTERVIEW
H1212
POLYGRAPH
H1213
INTERVIEW
H1210
HEARING
H1238
PUBLIC TOILET
H1227
STORAGE
H1224
PRIVATE
BATHROOM
H1234
BREAK ROOM
H1226
WAITING AREA
H1232
HEARING
H1237
HEARING
H1236
HEARING
H1235
VISITOR
H1228
VISITOR
H1229
VISITOR
H1230
VISITOR
H1231
VISITOR
H1233
HEARING
H1239
REGIONAL
SUPERVISOR
H1244
CHIEF
MAGISTRATE
H1243
CONFERENCE
H1242
PROBABLE
CAUSE
H1245
STO
H1221
WOMENS
H1219
MENS
H1216
WOMENS
H1217
BREAK
H1251
JAN
H1208
ENTRANCE
VESTIBULE
H1200
MECHANICAL
H1248
AE202H
D1
AE202H
C6
AE204H
A1
AE203H
A1
AE203H
D1
D1
AE302H
D1
AE302H
A1
AE302H
A1
AE302H
AV
H1206
STORAGE
H1201
MAGISTRATE
H1240
COAT
H1225
EZ EA EB EC ED EE EF EG EH EJ EK EL EM EN EP
E8E8
E9
E10E10
E11E11
E12
E13E13
E14E14
E15
E16
A
B
C
B
1204D
A
C
B B
B1
B1
B1
B2B2
B2 B2
B1
B1
B1
B B
J 12
B
A
C
D
1202D 1202E
1232A
B
E
1248A 1248B
ST3S
1300B
1'-0" 74'-10" 13'-4" 29'-2" 51'-11" 8'-6 3/16" 12'-9"
'-6
'-4
'-1
1" 6'
-1
/4
'-1
0" 7'
-2
/8
'-6
/2
S6N S6N
S6NS6N
S6N
S6NS6NS6N
S6N
S6N
S6N
S6N
S6N
S4NS4N
S6N
S6N S6N
S6N
S6N
S6N
S6N
S6N
S6N
S6N S6N
S6NS6N
S6N
S6N
S6N
S6N
S6N
S6N S6N S6N
S6NS6N
S6N
S6N
S6NS6NS6N
S6N
M8R1
M8R1M8R1
M8R1FS3
M8R1FS3
FS6FS6
FS6
FS6N
FS6N
FS6NFS6N
FS6
M8R1M8R1
BS6N
BS6NBS6N
BS4N
BS4N
BS4NBS4N
BS4N
BS4N
BS4N
BS4N
BS4N
BS4N
BS4NBS4NBS4N
BS4NBS4N
BS4N
BS4N
BS4N
BS4N BS4N
BS4N
79'-8"
E17
E18
EQ
A6
AE313H
A3
AE310H
A1
AE312H
A3
AE312H
A1
AE313H
3 1 33 1 3
1'-6" 15'-10" 17'-11" 20'-7" 21'-6" 21'-0" 22'-9" 23'-2" 29'-6" 4'-3" 12'-11" 8'-4" 9'-6" 14'-6" 24'-0"
'-5
'-0
'-1
8'
-0
'-3
5'
-6
4' -6
'-3
1' -9
'-4
CORRIDOR
H1312
CORRIDOR
H1311
CORRIDOR
H1312
SRGT
H1203
SRGT
H1203
CORRIDOR
H1104
PUBLIC LOBBY
H1202
6 6
'-3
'-0
'-3
'-1
FS3
FS3
FS3FS3
8' -0
'-3
'-3
'-1
1105A 1105B
A
A
B
B
1202C
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:1
P
M
HQ FIRST FLOOR PLAN - AREA C
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE103H
SCALE: 1/8" = 1'-0"
HQ FIRST FLOOR PLAN - AREA C
A
B C
D
GRAPHIC SCALE(S)
KEY PLAN
# KEY NOTES
GENERAL NOTES
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
MASONRY, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS
2. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT
3. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF
DECK AND PARTITIONS WITH PM&E AND FP DRAWINGS
1 BALLISTIC LEVEL 4 PASS THRU SERVICE WINDOW
2 CASEWORK WITH LOWER AND UPPER CABINETS
3 WORK COUNTER
4 PORTABLE STORAGE, OWNER FURNISHED CONTRACTOR
INSTALLED
5 ARCHITECTURAL CONCRETE STEPS
6 WALK OFF MAT
7 SUPER GRAPHIC VINYL WALL COVERING
8 DISPLAY CASE
'-0
'-6
/4
'-0
/4
'-1
/8
0'
-8
14'-0"
AE103HAE103H
STAIR
ST3
MENS LOCKER
ROOM
H1302
WOMENS
LOCKER ROOM
H1301
COMMERCIAL
KITCHEN &
CAFETERIA
H1300
OUTDOOR
COVERED
SEATING
H1310
BREAK
H1251
TELECOM
H1304
ELECTRICAL
H1303
GYM
H1305
BASKETBALL
COURT
H1306
AE203H
D6
AE203H
C1
AE203H
C4
AE203H
A5
AE203H
D1
AE203H
C1
AE403H
A5
1114C
1305E
1305D
B B
B1
B1
B2
B3
B3
B3
B4
B1
B1
B1
B1
B2
B3
B3
B3
B4
1305B
1305C
1305F
1306B
1306C
A
1300C
T E
EF EG
EH EJ EK EL EM EN EP
E1
E2
E3
E4
E5
E6
E7
E8E8
ELECTRICAL
H1307
TELECOM
H1309
TELECOM
H1308
1305A
1307A
B
ST3S
1300B
56'-6 3/8"
6' -1
/4
'-8
/4
'-4
56'-4"
S6N S6N S6N
S6NS6N
S6NS6NS6N
S6N
S6N
S6NS6N
S6N
M8R1
M8R1M8R1
M8R1FS3
M8R1FS3
FS6
M12R2
M12R2
M8R2
M8R2
FS6
S6N
S6N
FS6FS6
EQ
A1
AE311H
A6
AE311H
A4
AE311H
TYP
29'-6" 4'-3" 12'-11" 8'-4" 9'-6" 14'-6" 24'-0"
'-1
0"
'-1
8' -5
'-4
'-4
'-0
'-0
CORRIDOR
H1312
FS4
S6N
CORRIDOR
H1312
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:1
P
M
HQ FIRST FLOOR PLAN - AREA D
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE104H
SCALE: 1/8" = 1'-0"
HQ FIRST FLOOR PLAN - AREA D
A
B C
D
GRAPHIC SCALE(S)
KEY PLAN
# KEY NOTES
GENERAL NOTES
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
MASONRY, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS
2. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT
3. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF
DECK AND PARTITIONS WITH PM&E AND FP DRAWINGS
1 CASEWORK WITH LOWER AND UPPER CABINETS
2 TWO TIER LOCKERS
3 LOCKER ROOM BENCH
4 ADA LOCKER ROOM BENCH
5 EXERCISE EQUIPMENT, OWNER FURNISHED OWNER
INSTALLED
ROOF
BELOW
ROOF
BELOW
'-4
AE105H
SPECIAL OPS
H2011
GANG
SUPPRESSION
H2017
BREAK ROOM
H2003
MD. CONF.
H2008
STAIR
ST1
ELEV.
ELV 4
CRIMINAL
INVESTIGATIONS
H2010
STAIR
ST2
MEN'S TOILET
H2054
TELECOM
H2022
ELEC.
H2021
PRIVATE
INTERVIEW
CORE
H2028
MD. CONF.
H2000
STORAGE
H2020
STORAGE
H2013
LT
H2014
STORAGE
H2012
GSU STORAGE
H2016INTERVIEW
H2015
LOBBY
H2018
PIO
H2056
PIO
H2057
ASSISTANT
CHIEF
H2065
ASSISTANT
CHIEF
H2055
STORAGE
H2006
STORAGE
H2007
AV MONITORING
H2044
CAPTAIN
H2004
LT
H2005
STORAGE
H2024
LT
H2026
SURVEILLANCE
EQUP.
H2025
WOMEN'S
TOILET
H2053
SECURITY
H2052
PRINT COPY
H2009
INTERVIEW
H2051
INTERVIEW
H2034
INTERVIEW
H2045
INTERVIEW
H2043
AV MONITORING
H2033
AV MONITORING
H2042
VESTIBULE
H2027
HOLDING
H2030
HOLDING
H2029
HOLDING
H2031
HOLDING
H2032
HOLDING
H2050
HOLDING
H2049
HOLDING
H2048
HOLDING
H2047
HOLDING
H2046
HOLDING
H2035
HOLDING
H2036
HOLDING
H2037
HOLDING
H2038
HOLDING
H2039
UNISEX
H2041
UNISEX
H2040
DISTRICT LTS
H2019
NARCOTICS
H2023
AE202H
A1
AE202H
C1
AE102H
W9
W10
W11
W12
W13
W14
W15
WA WC WD WE WG WH WJ WK
LRG. CONF.
H2001
S
A
B
A
T
E
20162018
B
'-5
'-1 0"
'-1
1"
40'-11 3/16"
'-1
'-8
'-1
0"
'-1 0"
20'-7"
'-0
M8R1FS3
M8R1FS3
M8R1FS3
M8R1FS3
M8R1FS3
M8R1 20 03 S6N S6N
S6N
S6N
S6NS6N
S6NS6N
S6N
S6N
S6NS6N
S6NS6N
S6N
S6N
S6NS6N
M6FS3
M6FS3
M6M6M6M6
M6FS3M6FS3
M6
M6FS3M6FS3
M6M6M6M6M6
M6
M6M6
M6M6 M6M6
M6
M6FS3
M6
S6NS6N
S6N
M6
M6M6M6 M6
M6M6
M6
M6M6
M6M6
M6
M8R1M8R1
M8R1M8R1
M8R1M8R1
M8R1
S6NS6N
S6N
S6N
S6N
S6N
S6NS6N
S6NS6N
M8 M8R1FS3
A
9'-8" 6'-0" 16'-5" 14'-5" 10'-6" 7'-8"
A1
AE310H
A6
AE310H
'-0
'-7
'-7
/2
'-5
/2
27'-9"20'-3"24'-0"28'-6"17'-8"9'-6"65'-0"
FS3FS3 FS3FS3
2010B
CORRIDOR
H2114A
S
S
M8R1
VIRGINIA BEACH, VIRGINIA 23462
4525 MAIN STREET, SUITE 1400
757·455·5800
1 2 3 4 5 6
A
B
C
D
E
SHEET
B
C
D
E
DESIGN:
DRAWN:
REVIEW:
REVISIONSDESIGNER
A
PROFESSIONAL SEAL
NOT F
OR C
ONSTRUCTIO
N
5032 ROUSE DRIVE, SUITE 200
VIRGINIA BEACH, VA 23462-3764
757.490.9264
CIVIL CONSULTANT
C U s e rs
\B G
U R
C Z
Y N
S K
I\ O n e D ri v e
C la rk N e x s e n \D o c u m e n ts
\1
P o rt s m o u th C o m p le x H
Q A b g u rc z y n s k i_
C la rk N e x s e n c o m
.r v t
/1
/2
:1
:2
P
M
HQ SECOND FLOOR PLAN - AREA A
Designer
Author
Checker
CN 1020535% SUBMITTAL DOCUMENTS
JANUARY 16, 2024
PORTSMOUTH PUBLIC SAFETY COMPLEX
CITY OF PORTSMOUTH
3701 WILLETT DR
PORTSMOUTH, VA 23707
AE105H
SCALE: 1/8" = 1'-0"
HQ SECOND FLOOR PLAN - AREA A
A
B C
D
GRAPHIC SCALE(S)
KEY PLAN
# KEY NOTES
GENERAL NOTES
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
MASONRY, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS
2. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT
3. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF
DECK AND PARTITIONS WITH PM&E AND FP DRAWINGS
1 CASEWORK WITH LOWER AND UPPER CABINETS
2 WORK COUNTER
3 PROPERTY LOCKER (LOCKABLE WEAPON LOCKERS)
4 ROOF ACCESS LADDER
5 30" X 66" ROOF HATCH
OPEN TO BELOW
OPEN TO
BELOW
ROOF
BELOW
'-4
AE105H AE105H
AE107H
AE107H
CHIEF OF
POLICE
H2103
STAIR
ST2
MEN'S TOILET
H2054
CRIME
ANALYSIS
H2108
PRIVATE
INTERVIEW
CORE
H2028
SOFT
INTERVIEW
H2106
EXECUTIVE
CONF.
H2104
PIO
H2056
PIO
H2057
ASSISTANT
CHIEF
H2065
COPY/PRINT
H2100
AV MONITORING
H2044
WOMEN'S
TOILET
H2053
BREATHALYZER
H2111
FUGITIVE
APPREHENSION
H2112
SECURITY
H2052
INTERVIEW
H2045
INTERVIEW
H2043
AV MONITORING
H2042
HOLDING
H2050
HOLDING
H2049
HOLDING
H2048
HOLDING
H2047
HOLDING
H2046
UNISEX
H2041
UNISEX
H2040
SM. CONF.
H2105
ELEV.
ELV 2
STREET CRIMES
H2125
ROLL CALL
H2119
WELLNESS
ROOM
H2129
POLICE CHIEF
H2102
SUPERVISOR
H2206
POLYGRAPH
H2131
MEDICAL
DIRECTOR
H2208
CLINCAL CARE
H2207
EM…
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