Prototype_Combo_Drawings.pdf

VDOT

GENERAL INFORMATION:

FIRE SUPPRESSION SYSTEM:

WET

DRY

CHEMICAL

OTHER

NONE

NOT REQUIRED

ELEVATORS:

NEW

EXISTING

OTHER CONVEYORS: FIRE ALARM SYSTEM:

AUTOMATIC

MANUAL

NONE

NOT REQUIRED

(0) (0)

NEW

EXISTING

(0) (0)

OTHER:

1. NUMBER OF EXITS REQUIRED: 4 (VCC TABLE 1006.3.3)

NUMBER OF EXITS PROVIDED: 5

2. EXIT ACCESS TRAVEL DISTANCE ALLOWED: 200' (TABLE 1017.2) MAXIMUM

EXIT ACCESS TRAVEL MAXIMUM: 52'±

3. VECC C401.2 COMPLIANCE: IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE

BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH C405 AND

C408. SECTION C406 ADDITIONAL ENERGY EFFICIENCY CREDITS WILL BE VIA:

i. C406.2 - MORE EFFICIENT HVAC EQUIPMENT PERFORMANCE USING

C406.2.5 - MORE THAN TEN (10) PERCENT COOLING EFFICIENCY

IMPROVEMENT (FOR OFFICE AREA ONLY).

ii. C406.3 - REDUCED LIGHTING POWER DENSITY USING C406.3.1 - REDUCE

LIGHTING POWER BY MORE THAN TEN (10) PERCENT.

4. NO HAZARDOUS MATERIALS AS DEFINED IN VCC TABLES 307.1(1) & 307.1(2) WILL BE STORED WITHIN THE BUILDING.

5. PLUMBING FIXTURE CALCULATIONS AND BUILDING ENVELOPE AND INSULATION CALCULATIONS ARE LOCATED AS APPENDIX

TO THE PROJECT MANUAL .

6. IN ACCORD WITH THE HIGH PERFORMANCE BUILDING ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE NEW

BUILDING CONSTRUCTION IS NOT GREATER THAT 5,000 GROSS SQUARE FEET.

7. BABY CHANGING STATEMENT: BUILDING PROGRAM REQUIRES SECURITY MEASURES TO CONTROL ENTRANCE AND/OR EXIT, AND DOES NOT PERMIT CHILDREN UNDER THE AGE OF 30 MONTHS AS VISITORS.

PROJECT INFORMATION:

AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION

PROJECT TITLE: PROTOTYPE COMBO BUILDING - 20 OR LESS AHQ STAFF FOR STATEWIDE SITE ADAPTATION

PROJECT CODE: 501-B4501-013

BUILDING INFORMATION:

BUILDING NAME/NUMBER: COMBO BUILDING

WORK PERMITTED: CONSTRUCTION OF A NEW BUILDING

PURPOSE/OCCUPANCY: OFFICE AND VEHICLE MAINTENANCE FACILITY

USE GROUP CLASSIFICATION: (B) BUSINESS (PER VCC SECTION 304) AND (S-1) MOTOR VEHICLE REPAIR GARAGE

(PER VCC SECTION 311.2); NON-SEPARATED MIXED USE (PER VCC SECTION 508.3)

TYPE OF CONSTRUCTION: VB

OCCUPANT LOAD OF BUILDING: 61 OCCUPANTS (PER VCC SECTION 1004) AND OCCUPANT LOAD TABLE ON DRAWING FP1

BUILDING HEIGHT (FEET): 27'-7" FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE

(40 FEET ALLOWED PER VCC TABLE 504.3)

NUMBER OF STORIES: 1 (1 ALLOWED PER VCC TABLE 504.4)

GROSS AREA PER CPSM (GSF): 4,980 GROSS SQUARE FEET

BUILDING AREA PER VCC (SF): 4,462 SQUARE FEET (PER VCC CHAPTER 2; 9,000 SF ALLOWED BY VCC TABLE 506.2)

BUILDING VOLUME: 107,324± CUBIC FEET

CODE MODIFICATIONS ISSUED: N/A

APPLICABLE CODES & STANDARDS:

BUILDING CODES: 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE - VUSBC (EFFECTIVE JANUARY 18, 2024)

VIRGINIA CONSTRUCTION CODE - VCC (2021)

VIRGINIA MECHANICAL CODE - VMC (2021)

VIRGINIA PLUMBING CODE - VPC (2021)

VIRGINIA STATEWIDE FIRE PREVENTION CODE - VSFPC (2021)

VIRGINIA FUEL GAS CODE - VFGC (2021)

VIRGINIA ENERGY CONSERVATION CODE - VECC (2021)

VIRGINIA BUILDING AND FIRE CODE RELATED REGULATIONS - VBFCRR (2021)

NATIONAL ELECTRICAL CODE - NFPA-70 (2020)

STANDARD FOR INSTALLATION OF LIGHTNING PROTECTION SYSTEMS - NFPA-780 (2023)

ACCESSIBILITY STANDARDS: ADA90-TITLE II: CHAPTER 2 OF 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DATED

SEPTEMBER 15, 2010 AND CHAPTERS 1 AND 3 THROUGH 11 OF STANDARD FOR ACCESSIBLE

AND USABLE BUILDINGS AND FACILITIES (ICC A117.1-2017) APPROVED MARCH 28, 2017.

OTHER STANDARDS: CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL - CPSM 2025 EDITION, REVISION 0 (MARCH 17, 2025); SITE ADAPTATION SHALL BE PREPARED WITH THE CURRENT CPSM VERSION

STRUCTURAL LOAD CRITERIA: REFER TO STRUCTURAL DRAWING S8

NONENONE

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTION

FOR CONSTRUCTION

APRIL 11, 2025

REV 1 MARCH 11, 2026

Drawing No.:

Project No.:

1"

Full Scale Verification

0"

T1

23125

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VA 24551

PHONE: (434) 316-6001

VAE PROJECT NO: 23125

DRAWING LIST:

DRAWING NO TITLE

T1 REV 1 2026-03-11 TITLE SHEET

FP1 FIRE PROTECTION INFORMATION PLAN

A1 LEGEND AND SCHEDULES

A2 REV 1 2026-03-11 FLOOR PLAN

A3 REV 1 2026-03-11 REFLECTED CEILING AND ROOF PLANS AND DETAILS

A4 REV 1 2026-03-11 ELEVATIONS

A5 REV 1 2026-03-11 BUILDING SECTIONS AND DETAILS

A6 REV 1 2026-03-11 WALL SECTIONS

A7 REV 1 2026-03-11 DETAILS AND SECTIONS

A8 REV 1 2026-03-11 WALL TYPES AND HEAD AND JAMB DETAILS

A9 DOOR, FRAME, AND WINDOW TYPES AND SECTIONS

A10 REV 1 2026-03-11 ENLARGED PLAN, ELEVATIONS, AND SECTIONS

A11 REV 1 2026-03-11 ELEVATIONS, SECTIONS, AND DETAILS

A12 OPTIONAL PLANS AND DETAILS

S1 FOUNDATION AND SLAB PLAN

S2 REV 1 2026-03-11 STEEL FRAMING PLAN

S3 ROOF FRAMING PLAN

S4 SECTIONS AND DETAILS

S5 SECTIONS AND DETAILS

S6 ROOF TRUSS PROFILES AND SECTIONS

S7 SECTIONS, DETAILS, AND OPTIONAL PLANS

S8 GENERAL NOTES

M1 LEGEND AND SPECIFICATIONS

M2 REV 1 2026-03-11 MECHANICAL PLAN

M3 SCHEDULES

M4 OPTIONAL PLAN AND SECTIONS

M5 DETAILS

M6 CONTROLS

P1 LEGEND, SPECIFICATIONS, AND DETAILS

P2 SANITARY PLAN AND OPTIONAL PLAN

P3 DOMESTIC WATER PLAN

P4 PLUMBING SCHEDULES

P5 PLUMBING RISER DIAGRAMS

E1 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

E2 SINGLE LINE DIAGRAMS

E3 FLOOR PLAN - LIGHTING

E4 FLOOR PLAN - POWER

E5 ENLARGED PLAN AND OPTIONAL PLANS

E6 GROUNDING AND EMBED PLAN

E7 LIGHTNING PROTECTION SYSTEM

E8 DETAILS

E9 DETAILS

E10A SCHEDULES - 120/240V, SINGLE PHASE

E10B SCHEDULES - 208/120V, 3 PHASE

E11 SCHEDULES AND CALCULATIONS

E12 SCHEMATICS

E13 REV 1 2026-03-11 CONTROL SCHEMATICS

E14 LIGHTING CONTROL SCHEMATICS

GENERAL NOTES:

1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED FOR USE AS

FABRICATION DRAWINGS. THESE DRAWINGS INDICATE THE GENERAL AND APPROXIMATE

SIZE AND LOCATION OF MATERIAL. FIELD VERIFY ALL DIMENSIONS AND LOCATIONS

PRIOR TO BEGINNING WORK. ALL UTILITIES NOTED ON PLANS ARE APPROXIMATE AND

CONTRACTOR SHALL FIELD VERIFY LOCATION.

2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND

REGULATIONS, INCLUDING, BUT NOT LIMITED TO, APPLICABLE CODES AND STANDARDS

LISTED ON THIS DRAWING.

3. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE NOTED. NO ASBESTOS CONTAINING

MATERIALS SHALL BE USED. MATERIALS ARE BASED ON THE INDICATED

MANUFACTURERS/MODELS AND ARE INTENDED ONLY TO SHOW THE GENERAL SIZE,

CONFIGURATION, LOCATION, CONNECTIONS, AND SUPPORT FOR INDICATED MATERIAL

WITH RELATION TO OTHER BUILDING SYSTEMS. MATERIAL BY ANY MANUFACTURER THAT

MEETS THE SCHEDULED CRITERIA IS ACCEPTABLE. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING ACTUAL INSTALLED MATERIAL AND ASSOCIATED

CHANGES.

4. CONTRACTOR SHALL COORDINATE THE WORK WITH EXISTING CONDITIONS, INCLUDING

SITE FEATURES AND OTHER OBSTRUCTIONS, WHETHER OR NOT SUCH IS SHOWN ON

DRAWINGS.

5. CONTACT VIRGINIA 811 AT 1-800-552-7001, OR HTTPS://WWW.VA811.COM NO LESS THAN

72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL DIG TICKET HAS

BEEN PROCESSED.

6. CONTRACTOR SHALL COORDINATE THE WORK BETWEEN ALL TRADES. MATERIAL

LOCATIONS SHALL BE COORDINATED BETWEEN CIVIL, ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, ELECTRICAL, AND DEMOLITION PLANS TO AVOID CONFLICTS.

7. ALL MATERIAL SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN

INSTALLATION INSTRUCTIONS, MAINTAINING ALL REQUIRED CLEARANCES AND WITH ALL

COMPONENTS ACCESSIBLE AND SERVICEABLE.

8. PROVIDE THERMAL ENVELOPE CERTIFICATION IN ACCORDANCE WITH 2021 VIRGINIA

ENERGY CONSERVATION CODE SECTION C401.3. FOLLOWING REVIEW AND APPROVAL OF

BY THE ARCHITECT/ENGINEER, POST A PERMANENT THERMAL CERTIFICATE IN UTILITY

105. CERTIFICATE SHALL INCLUDE:

a. R-VALUES OF INSULATION INSTALLED IN OR ON CEILINGS, ROOFS, WALLS, FOUNDATIONS, AND DUCTS OUTSIDE CONDITIONED SPACES,

b. U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS (SHGC) OF FENESTRATIONS, AND

c. RESULTS FROM BUILDING ENVELOPE AIR LEAKAGE TESTING PERFORMED ON THE

BUILDING.

WHERE THERE IS MORE THAN ONE VALUE OF ANY COMPONENT OF THE BUILDING

ENVELOPE, THE CERTIFICATE SHALL INDICATE THE AREA-WEIGHTED AVERAGE VALUE

WHERE AVAILABLE. IF THE AREA-WEIGHTED AVERAGE IS NOT AVAILABLE, THE

CERTIFICATE SHALL LIST EACH VALUE THAT APPLIES TO 10 PERCENT OR MORE OF THE

TOTAL COMPONENT AREA.

9. SITE ADAPTATION REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE VERIFICATION

OF BUILDING ENVELOPE PERFORMANCE PER VIRGINIA ENERGY CONSERVATION CODE

SECTION C402.5.1.5. THE INSTALLATION OF THE CONTINUOUS AIR BARRIER SHALL BE

VERIFIED IN ACCORDANCE WITH THE FOLLOWING:

A. REVIEW OF THE CONSTRUCTION DOCUMENTS AND OTHER SUPPORTING DATA

SHALL BE CONDUCTED TO ASSESS COMPLIANCE WITH THE REQUIREMENTS

IN VIRGINIA ENERGY CONSERVATION CODE SECTION C402.5.1.

B. INSPECTION OF CONTINUOUS AIR BARRIER COMPONENTS AND ASSEMBLIES SHALL

BE CONDUCTED DURING CONSTRUCTION WHILE THE AIR BARRIER IS STILL

ACCESSIBLE FOR INSPECTION AND REPAIR TO VERIFY COMPLIANCE WITH THE

REQUIREMENTS OF VIRGINIA ENERGY CONSERVATION CODE SECTIONS

C402.5.1.3 AND C402.5.1.4.

C. A FINAL REPORT SHALL BE PROVIDED FOR INSPECTIONS COMPLETED. THE REPORT

SHALL BE PROVIDED TO THE BUILDING OWNER, OWNER'S AUTHORIZED AGENT AND

THE CODE OFFICIAL. THE REPORT SHALL IDENTIFY DEFICIENCIES FOUND DURING

THE REVIEW OF THE CONSTRUCTION DOCUMENTS AND INSPECTION AND DETAILS

OF CORRECTIVE MEASURES TAKEN.

10. BUILDING THERMAL ENVELOPE SHALL BE TESTED PER VIRGINIA ENERGY CONSERVATION

CODE SECTION C402.5.3. REFER TO SPECIFICATION 019119.43 - EXTERIOR ENCLOSURE

TESTING.

11. DEFINITIONS:

· FURNISH: SUPPLY AND DELIVER TO PROJECT SITE FOR INSTALLATION BY OTHERS.

· INSTALL: INSTALL ITEMS FURNISHED BY OTHERS, INCLUDING UNLOADING,

TEMPORARILY STORING, UNPACKING, AND ASSEMBLY.

· PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

· REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF

THEM OFF-SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED

AND REINSTALLED.

· REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE

FOR REUSE, AND REINSTALL WHERE INDICATED.

· REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A

MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER.

PROTOTYPE SITE ADAPTATION NOTES:

1. THE PROTOTYPE DRAWINGS AND TECHNICAL SPECIFICATIONS PROVIDE BASE PLANS,

ELEVATIONS, SECTIONS, DETAILS, SCHEMATICS, SCHEDULES, AND MATERIAL

SPECIFICATIONS FOR THE BUILDING CONSTRUCTION ALONG WITH ASSOCIATED UTILITY

ENTRANCE LOCATIONS. THE SITE ADAPTATION DESIGN SHALL PROVIDE DRAWINGS AND

SPECIFICATIONS FOR SITE SPECIFIC INTEGRATION AND CONSTRUCTION INCLUDING, BUT

NOT LIMITED TO, GENERAL CONDITIONS, GEOTECHNICAL INFORMATION, BUILDING

ORIENTATION, FENCING, PARKING, SITE LIGHTING, STORMWATER MANAGEMENT,

DOWNSPOUT COLLECTION, OTHER STRUCTURES, OTHER SITE IMPROVEMENTS, AND

UTILITIES INCLUDING, BUT NOT LIMITED TO, WATER, SANITARY, POWER, EMERGENCY

POWER, COMMUNICATIONS, AND FUEL MANAGEMENT SYSTEM.

2. PROTOTYPE DRAWINGS AND TECHNICAL SPECIFICATIONS INCLUDE THE OPTIONS

INDICATED BELOW. OPTIONS SHALL BE INCORPORATED AS INDICATED ON THE SITE

ADAPTATION PROJECT COVER SHEET:

OPTION 1: RESTROOMS - REPLACE SHOWERS WITH CLOSET

BASE PLANS INCLUDE A SHOWER IN BOTH THE MEN'S AND WOMEN'S RESTROOMS.

OPTION 1 REPLACES THE SHOWERS WITH A SINGLE CLOSET ACCESSED FROM THE

CORRIDOR.

OPTION 2: KITCHEN - REPLACE RANGE AND RANGE HOOD WITH CASEWORK

BASE PLANS INCLUDE AN ELECTRIC RANGE AND RANGE HOOD IN THE STAFF WORK

ROOM KITCHENETTE. OPTION 2 REPLACES THE RANGE AND RANGE HOOD WITH

CASEWORK.

OPTION 3: MAINTENANCE BAY - REPLACE OVERHEAD COILING DOOR WITH WINDOW

BASE PLANS INCLUDE AN OVERHEAD COILING DOOR ON THE REAR OF THE

MAINTENANCE BAYS FOR DRIVE-THROUGH CAPABILITY IN THE END BAY. OPTION 3

REPLACES THE OVERHEAD COILING DOOR ON THE REAR OF THE BUILDING WITH A

WINDOW SIMILAR TO AN EXISTING ADJACENT WINDOW.

OPTION 4: DOWNSPOUTS - REPLACE BELOW GRADE DOWNSPOUT COLLECTION WITH

SPLASH BLOCKS ON GRADE

BASE PLANS INCLUDE DOWNSPOUTS CONNECTED TO A BELOW GRADE COLLECTION

SYSTEM DESIGNED BY SITE ADAPTATION DESIGN. OPTION 4 REPLACES THE

DOWNSPOUT COLLECTION WITH SPLASH BLOCKS ON GRADE.

OPTION 5: STAFF WORK ROOM - REPLACE WORK STATIONS WITH VENDING

BASE PLANS INCLUDE FOUR BUILT-IN WORK STATIONS. OPTION 5 REPLACES TWO

BUILT-IN WORK STATIONS WITH A VENDING MACHINE AREA.

3. PROTOTYPE DRAWINGS AND TECHNICAL SPECIFICATIONS INCLUDE PROVISIONS FOR

VARYING UTILITY TYPES. PROTOTYPE MECHANICAL SCHEDULES FOR DUAL FUEL

PACKAGED UNIT AND VEHICLE EXHAUST EXTRACTION FAN INCLUDE OPTIONS FOR

120V/208V POWER AND 120V/240V POWER. PROTOTYPE MECHANICAL AND PLUMBING

SCHEDULES AND TECHNICAL SPECIFICATIONS FOR DUAL FUEL PACKAGED UNIT,

GAS-FIRED INFRARED HEATER, AND TANKLESS GAS-FIRED DOMESTIC WATER HEATER

INCLUDE OPTIONS FOR BOTH PROPANE AND NATURAL GAS. PROTOTYPE PLUMBING

PLANS ARE APPLICABLE TO EITHER A SEPTIC SYSTEM OR PUBLIC SEWER SYSTEM AS

WELL AS WELL WATER OR A PUBLIC WATER SYSTEM. UTILITY TYPES TO BE INDICATED

ON THE SITE ADAPTATION PROJECT COVER SHEET FOLLOW:

a. ELECTRIC SERVICE - THREE PHASE (208/120 - 3P/4W) OR SINGLE PHASE (120/240 -

1P/3W)

b. GAS SERVICE - PROPANE OR NATURAL GAS

c. SANITARY SERVICE - SEPTIC SYSTEM OR PUBLIC SEWER SYSTEM

d. WATER SERVICE - WELL WATER OR PUBLIC WATER SYSTEM

4. PROTOTYPE DRAWINGS INCLUDING PROVISIONS FOR POWER FOR THE FOLLOWING

EQUIPMENT IF REQUIRED FOR SITE ADAPTATION. ITEMS WITH A * ARE ALLOCATED

SPACE IN THE UTILITY ROOM OR ELSEWHERE ON PLANS. THE FOLLOWING ITEMS ARE

ONLY INCORPORATED IF SPECIFIED AS PART OF THE SITE ADAPTATION DESIGN.

a. WELL PUMP

b. WATER PRESSURE TANK*

c. WATER TREATMENT SYSTEM*

d. SEPTIC SYSTEM LIFT PUMP

e. TMS FUEL MANAGEMENT SYSTEM

5. PROTOTYPE DRAWINGS RESERVE SPACE ON THE PLANS FOR THE FOLLOWING

EQUIPMENT. THE FOLLOWING ITEMS ARE ONLY INCORPORATED IF SPECIFIED AS PART

OF THE SITE ADAPTATION DESIGN.

a. GENERATOR REMOTE ANNUNCIATOR

b. ATS MONITOR

c. BACKFLOW PREVENTER AND PIPING TO FEED SITE FROM UTILITY ROOM

6. PROTOTYPE HVAC EQUIPMENT AND AIRFLOWS ARE BASED ON LOAD MODELING AT

VARIOUS LOCATIONS AND BUILDING ORIENTATIONS, WITH WORST-CASE OUTDOOR

DESIGN TEMPERATURES OF 95°F DB / 76°F WB SUMMER AND 12°F WINTER. TWO

PACKAGED UNIT SIZES (4-TON AND 5-TON) ARE SCHEDULED TO COVER ANY LOCATION

AND ORIENTATION IN VIRGINIA. DUCTWORK IS SIZED FOR THE SUM OF THE WORST CASE

AIRFLOWS AT EACH ROOM IN ORDER TO ACCOMMODATE ALL SITES WITHOUT DUCT

MODIFICATIONS. AS PART OF EACH SITE ADAPTATION DESIGN PREPARED BY OTHERS,

VIRGINIA A&E WILL UPDATE THE HVAC LOAD MODEL TO REFLECT ACTUAL LOCATION AND

BUILDING ORIENTATION, AND PROVIDE THE PACKAGED UNIT SIZE AND REVISED

AIRFLOW RATE SCHEDULE (DRAWING M3).

7. DESIGN SOIL BEARING CAPACITY: THIS DESIGN ASSUMES A MINIMUM SOIL BEARING

CAPACITY OF 1,500 PSF. IF SITE GEOTECHNICAL INVESTIGATION INDICATES A BEARING

CAPACITY LESS THAN 1,500 PSF, A FOUNDATION DESIGN SHALL BE PREPARED BY

OTHERS FOR SITE SPECIFIC CONDITIONS.

8. MAXIMUM BASIC WIND SPEED IS 130 MPH. IF SITE BASIC WIND SPEED IS GREATER THAN

130 MPH, OR IS LOCATED IN A SPECIAL WIND REGION AS DEFINED IN ASCE 7-22 FIGURE

26.5-1B, A STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS FOR SITE SPECIFIC

CONDITIONS. REFER TO VCC 1609.3 FOR ADDITIONAL INFORMATION ON SPECIAL WIND

REGIONS, NEAR MOUNTAINOUS TERRAIN AND NEAR GORGES.

9. MAXIMUM SEISMIC DESIGN CATEGORY IS C. IF SITE SEISMIC DESIGN CATEGORY IS D, E, OR F, A STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS FOR SITE SPECIFIC

CONDITIONS.

10. IF THE SITE IS LOCATED WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE,

WHERE THE BASIC WIND SPEED IS EQUAL TO OR GREATER THAN 130 MPH, OR IN AREAS

WHERE THE BASIC WIND SPEED IS EQUAL TO OR GREATER THAN 140 MPH, THE

PROVISIONS OF ASCE 7-22 26.12 SHALL BE INCORPORATED INTO SPECIFICATION

SECTION 088000 - GLAZING BY OTHERS FOR SITE SPECIFIC CONDITIONS.

11. IF THE SITE IS LOCATED WITHIN A FLOOD ZONE, A STRUCTURAL DESIGN SHALL BE

PREPARED BY OTHERS FOR SITE SPECIFIC CONDITIONS.

12. MAXIMUM GROUND SNOW LOAD IS 70 PSF. IF THE SITE IS LOCATED WITH GROUND SNOW

LOAD GREATER THAN 70 PSF, A STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS

FOR SITE SPECIFIC CONDITIONS.

DELEGATED DESIGN SYSTEMS AND PRODUCTS:

1. WOOD ROOF TRUSSES ARE INCLUDED IN THIS PROJECT AS A DELEGATED

DESIGN SYSTEM AND SHALL COMPLY WITH THE LOAD CRITERIA INDICATED

ON DRAWING S8 AND SPECIFICATION SECTION 061753 – SHOP-FABRICATED

WOOD TRUSSES.

2. COMPUTER-BASED, ELECTRICAL COORDINATION ANALYSIS FOR THE COMBO

BUILDING IS DELEGATED DESIGN AND SHALL COMPLY WITH SPECIFICATION

SECTION 260573 - ELECTRICAL COORDINATION ANALYSIS.

COMBO BUILDING

SCOTT F. BURGER

Lic. No. 034338

STEPHEN D. HERRING

Lic. No. 015253 Lic. No. 058604

JOSHUA S. KNIGHT

Lic. No. 035249

STEVEN M. HOVIS

PROTOTYPE COMBO BUILDING - 20 OR LESS AHQ STAFF

MINIMUM PARKING CALCULATIONS

BUILDING / STRUCTURE USE GROUP CPSM 6.2.7.3

PARKING CRITERIA

BUILDING

AREA

(GSF)

# OF

EMPLOYEES

PARKING

SPACES

REQUIRED

COMBO BUILDING - OFFICE (B) - BUSINESS 1 PER 250 GSF 2,646 10 11

COMBO BUILDING - MAINTENANCE BAY (S-1) - STORAGE 1 PER 2 EMPLOYEES 2,334 10 5

TOTALS: 4,980 20 16

NOTES:

1. 16 PARKING SPACES REQUIRED PER CPSM 6.2.7.3.

2. 1 ADA PARKING SPACES REQUIRED PER 2010 ASAD TABLE 208.2. THE ONE (1) ADA PARKING SPACE SHALL BE VAN ACCESSIBLE AND LOCATED ON AN ACCESSIBLE ROUTE AND LOCATED WITHIN 250' OF THE ACCESSIBLE

ENTRANCE TO THE BUILDING.

3. 1 ELECTRIC VEHICLE PARKING SPACE (EVPS) AND ELECTRIC VEHICLE CHARGING STATION (EVCS) REQUIRED

THROUGH 2032 PER CPSM APPENDIX G AND ASSOCIATED FIGURE G.4.1.2.

4. ABOVE PARKING IS THE MINIMUM PARKING SPACES REQUIRED BY THE REFERENCED STANDARDS FOR THE BUILDING. SITE ADAPTATION SHALL DETERMINE THE NUMBER OF EMPLOYEES NOTED ABOVE AND REQUIRED PARKING FOR EMPLOYEES, VISITORS, ADA, AND EVPS / EVCS FOR THE ENTIRE SITE.1

03/11/2026 03/11/2026 03/11/2026 03/11/2026

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

06/18/2026 501-B4501-013

4 4

FE

FE

44'

FE

FE

FE

SCALE:

0 1' 5' 10'

1/4"=1'-0"

FIRE PROTECTION INFORMATION PLAN

MAINTENANCE

BAYS

STAFF WORK

ROOM

UTILITY

OPEN

OFFICE

ENTRANCE

OFFICE

CORRIDOR

WOMEN'S

RESTROOM

MEN'S

RESTROOM

LOCKER

ROOM

JAN

CLOSET

C O

R R

ID

O

R

25 52'

GENERAL INFORMATION:

FIRE SUPPRESSION SYSTEM: ELEVATORS: OTHER CONVEYORS: FIRE ALARM SYSTEM:

PROJECT INFORMATION:

AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION

PROJECT TITLE: PROTOTYPE COMBO BUILDING - 20 OR LESS AHQ STAFF FOR STATEWIDE SITE ADAPTATION

PROJECT CODE: 501-B4501-013

BUILDING INFORMATION:

BUILDING NAME/NUMBER: COMBO BUILDING

WORK PERMITTED: CONSTRUCTION OF A NEW BUILDING

PURPOSE/OCCUPANCY: OFFICE AND VEHICLE MAINTENANCE FACILITY

USE GROUP CLASSIFICATION: (B) BUSINESS (PER VCC SECTION 304) AND (S-1) MOTOR VEHICLE REPAIR GARAGE

(PER VCC SECTION 311.2); NON-SEPARATED MIXED USE (PER VCC SECTION 508.3)

TYPE OF CONSTRUCTION: VB

OCCUPANT LOAD OF BUILDING: 61 OCCUPANTS (PER VCC SECTION 1004) AND OCCUPANT LOAD TABLE ON DRAWING FP1

BUILDING HEIGHT (FEET): 27'-7" FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE

(40 FEET ALLOWED PER VCC TABLE 504.3)

NUMBER OF STORIES: 1 (1 ALLOWED PER VCC TABLE 504.4)

GROSS AREA PER CPSM (GSF): 4,980 GROSS SQUARE FEET

BUILDING AREA PER VCC (SF): 4,462 SQUARE FEET (PER VCC CHAPTER 2; 9,000 SF ALLOWED BY VCC TABLE 506.2)

BUILDING VOLUME: 107,324± CUBIC FEET

CODE MODIFICATIONS ISSUED: N/A

APPLICABLE CODES & STANDARDS:

BUILDING CODES: 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE - VUSBC (EFFECTIVE JANUARY 18, 2024)

VIRGINIA CONSTRUCTION CODE - VCC (2021)

VIRGINIA MECHANICAL CODE - VMC (2021)

VIRGINIA PLUMBING CODE - VPC (2021)

VIRGINIA STATEWIDE FIRE PREVENTION CODE - VSFPC (2021)

VIRGINIA FUEL GAS CODE - VFGC (2021)

VIRGINIA ENERGY CONSERVATION CODE - VECC (2021)

VIRGINIA BUILDING AND FIRE CODE RELATED REGULATIONS - VBFCRR (2021)

NATIONAL ELECTRICAL CODE - NFPA-70 (2020)

STANDARD FOR INSTALLATION OF LIGHTNING PROTECTION SYSTEMS - NFPA-780 (2023)

ACCESSIBILITY STANDARDS: ADA90-TITLE II: CHAPTER 2 OF 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DATED

SEPTEMBER 15, 2010 AND CHAPTERS 1 AND 3 THROUGH 11 OF STANDARD FOR ACCESSIBLE

AND USABLE BUILDINGS AND FACILITIES (ICC A117.1-2017) APPROVED MARCH 28, 2017.

OTHER STANDARDS: CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL - CPSM 2025 EDITION, REVISION 0 (MARCH 17, 2025); SITE ADAPTATION SHALL BE PREPARED WITH THE CURRENT CPSM VERSION

STRUCTURAL LOAD CRITERIA: REFER TO STRUCTURAL DRAWING S8

FIRE SUPPRESSION SYSTEM:

WET

DRY

CHEMICAL

OTHER

NONE

NOT REQUIRED

ELEVATORS:

NEW

EXISTING

OTHER CONVEYORS: FIRE ALARM SYSTEM:

AUTOMATIC

MANUAL

NONE

NOT REQUIRED

(0) (0)

NEW

EXISTING

(0) (0)

OTHER:

1. NUMBER OF EXITS REQUIRED: 4 (VCC TABLE 1006.3.3)

NUMBER OF EXITS PROVIDED: 5

2. EXIT ACCESS TRAVEL DISTANCE ALLOWED: 200' (TABLE 1017.2) MAXIMUM

EXIT ACCESS TRAVEL MAXIMUM: 52'±

3. VECC C401.2 COMPLIANCE: IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE

BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH C405 AND

C408. SECTION C406 ADDITIONAL ENERGY EFFICIENCY CREDITS WILL BE VIA:

i. C406.2 - MORE EFFICIENT HVAC EQUIPMENT PERFORMANCE USING

C406.2.5 - MORE THAN TEN (10) PERCENT COOLING EFFICIENCY

IMPROVEMENT (FOR OFFICE AREA ONLY).

ii. C406.3 - REDUCED LIGHTING POWER DENSITY USING C406.3.1 - REDUCE

LIGHTING POWER BY MORE THAN TEN (10) PERCENT.

4. NO HAZARDOUS MATERIALS AS DEFINED IN VCC TABLES 307.1(1) & 307.1(2) WILL BE STORED WITHIN THE BUILDING.

5. PLUMBING FIXTURE CALCULATIONS AND BUILDING ENVELOPE AND INSULATION CALCULATIONS ARE LOCATED AS APPENDIX

TO THE PROJECT MANUAL .

6. IN ACCORD WITH THE HIGH PERFORMANCE BUILDING ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE NEW

BUILDING CONSTRUCTION IS NOT GREATER THAT 5,000 GROSS SQUARE FEET.

7. BABY CHANGING STATEMENT: BUILDING PROGRAM REQUIRES SECURITY MEASURES TO CONTROL ENTRANCE AND/OR EXIT, AND DOES NOT PERMIT CHILDREN UNDER THE AGE OF 30 MONTHS AS VISITORS.

NONENONE

VIRGINIA DEPARTMENT OF TRANSPORTATION

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTATION

23125 2025-04-11

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO. COMBO BUILDING

FIRE PROTECTION

INFORMATION PLAN

FP1

LEGEND:

ROOM NUMBER

XXXXXXXX

XXXXXX

ROOM NAME

MAXIMUM OCCUPANT LOAD OF EXIT

ROOM SIZE (SQUARE FEET)

SQUARE FEET PER PERSON

CALCULATED OCCUPANCY

OCCUPANCY LOAD

XXX

XXX

XXX

XXX

TRAVEL DISTANCE TO EXITXX'

FIRE EXTINGUISHER WITH RATINGFE 4-A:80-B:C PER VSFPC 3504.2.6

WALL MOUNTED EXIT SIGN

CEILING MOUNTED EXIT SIGN

GENERAL INFORMATION:

SCALE: NONE

OCCUPANCY DEFINITION PLAN

OCCUPANT LOAD TABLE

BUILDING AREA (SEE GENERAL INFORMATION) 4462

ROOM

NUMBER ROOM NAME SQUARE

FOOTAGE

FUNCTION OF

SPACE (TABLE

1004.5)

SF /

OCC.

OCCUPANT

COUNT

GROUP B OFFICE AREAS (VCC 304.1)

102 OFFICE 128 B 150 1

103 OPEN OFFICE 381 B 150 3

TOTAL GROUP B OFFICE AREAS 509 4

AREAS CLASSIFIED AS GROUP B (VCC CHAPTER 3)

105 UTILITY 142 B 300 1

106 STAFF WORK ROOM 580 A-3 15 39

108 LOCKER ROOM 194 B 50 4

TOTAL AREAS CLASSIFIED AS GROUP B 916 44

AREAS CLASSIFIED AS GROUP S-1 (VCC 311.2)

113 MAINTENANCE BAYS 2334 S-1 300 8

TOTAL AREAS GROUP B AND S-1 3759 56

NET GROUP B BUILDING AREA (4462-3759) 703 B 150 5

TOTAL BUILDING OCCUPANT LOAD --- --- 61

GENERAL NOTES:

1. BUILDING IS GROUP B PER VCC 304.1 AND S-1 PER VCC 311.2.

2. GROUP A-3 SPACES ARE CLASSIFIED AS GROUP B PER VCC 303.1.2 SMALL ASSEMBLY SPACES.

3. GROUPS S-1 ROOMS ARE MEASURED GROSS SF.

B (BUSINESS)

2,128 BUILDING

AREA)

(2,398 GSF;

STEPHEN D. HERRING

Lic. No. 015253

S-1 (MODERATE-

(2,582 GSF; 2,334

BUILDING AREA)

HAZARD STORAGE)

04/11/2025

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

VIRGINIA DEPARTMENT OF TRANSPORTATION

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTATION

23125 2025-04-11

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO. COMBO BUILDING

LEGEND AND SCHEDULES

A1

LEGEND

MATERIAL

LOC

MATCHLINE

NORTH

A

AX AX

A

AX AX

A

AX AX

AX AX

LETTER INDICATES

DETAIL

DRAWING NUMBER WHERE

DETAIL IS DRAWN

DRAWING NUMBER WHERE

DETAIL IS TAKEN

LETTER INDICATES

ENLARGED PLAN

DRAWING NUMBER WHERE

ENLARGED PLAN IS DRAWN

DRAWING NUMBER WHERE

ENLARGED PLAN IS TAKEN

LETTER INDICATES

ELEVATION

DRAWING NUMBER WHERE

ELEVATION IS DRAWN

DRAWING NUMBER WHERE

ELEVATION IS TAKEN

NUMBER INDICATES

SECTION

DRAWING NUMBER WHERE

SECTION IS DRAWN

DRAWING NUMBER WHERE

SECTION IS TAKEN

REVISION TRIANGLE

REVISION CLOUD

X

X

X

F1 F1

F2 F2

F3 F3

F4 F4

WALKPADS, LIGHTWEIGHT

CONCRETE, GROUT

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY

BRICK MASONRY, CHEMICALLY

RESISTANT MEMBRANE

STEEL

FINISH WOOD

PLYWOOD

RIGID INSULATION

GYPSUM WALL BOARD

BATT INSULATION

SEALANT

WOOD BLOCKING

CONTINUOUS WOOD, STUD

EXISTING CONSTRUCTION

DEMOLITION

NEW CONSTRUCTION

LIMITS OF CONSTRUCTION

MATCHLINE

CENTERLINE

CONDITION ABOVE/BELOW

RATED WALL TYPE 1

RATED WALL TYPE 2

RATED WALL TYPE 3

RATED WALL TYPE 4

LINETYPES SYMBOLS ABBREVIATIONS

LIMIT OF REMOVAL

POINT OF EXISTING TO NEW

INDICATES NUMBER OF

REVISION, CORRESPONDS

WITH REVISION NOTE

DEMOLITION NOTE

CONSTRUCTION NOTE

NORTH SYMBOL

WINDOW TYPES

WALL TYPES

TOILET ACCESSORIES

FIBER CEMENT

SPRAY FOAM INSULATION

ACT ACOUSTICAL TILE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BD BOARD

BLDG BUILDING

BOT BOTTOM

℄ CENTERLINE

CAB CABINET

CF CUBIC FOOT

CI CUBIC INCH

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMTS CEMENTITIOUS

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CS CAST STONE

CT CERAMIC TILE

CY CUBIC YARD

DEPT DEPARTMENT

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

(E) EXISTING

EA EACH

EBB ELECTRONIC BULLETIN BOARD

EJ EXPANSION JOINT

EL ELEVATION (ABOVE SEA LEVEL)

ELEC ELECTRIC

ELEV ELEVATION (GRAPHIC)

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXT EXTERIOR

FD FLOOR DRAIN

FF FINISH FLOOR

FIN FINISH

FL FLOOR

FRP FIBRE-REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FSK FOIL-SCRIM-KRAFT PAPER

FT FOOT, FEET

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GF GROUND FACE

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR(S)

ID INSIDE DIAMETER

IN INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KIP THOUSAND POUNDS

KIP FT THOUSAND FOOT LBS

L LENGTH

LAM LAMINATED

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPI MASTER PAINTERS INSTITUTE

MR MOISTURE RESISTANT

MTG MOUNTING HEIGHT

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OZ OUNCE

PART PARTITION

PC POLISHED CONCRETE

PH PHASE

PL PLATE

PLAS PLASTER

PLCS PLACES

PNL PANEL

PSD PERMANENT SHADING DEVICE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

R RADIUS

R- THERMAL RESISTANT RATING

RD ROOF DRAIN

REF REFER

REINF REINFORCING

REQD REQUIRED

RM ROOM

SCH SCHEDULE

SECT SECTION

SF SQUARE FOOT, FEET

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

TCNA TILE COUNCIL OF NORTH AMERICA

TEMP TEMPERATURE

THRES THRESHOLD

TLT TOILET

TMS TANK MONITORING SYSTEM

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VAR VARIABLE

VERT VERTICAL

VOL VOLUME

W WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WGT WEIGHT

WO WITHOUT

WP WORK POINT

WRB WATER RESISTIVE BARRIER

WWF WELDED WIRE FABRIC

YD YARD

FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR BASE WALLS

CEILING

NOTES

MATERIAL HEIGHT

101 ENTRANCE PC RUBBER GWB/PAINT ACT 9'-0" 3

102 OFFICE PC RUBBER GWB/PAINT ACT 9'-0" 3

103 OPEN OFFICE PC RUBBER GWB/PAINT ACT 9'-0" 3

104 CLOSET PC RUBBER GWB/PAINT ACT 9'-0" 3

105 UTILITY PC RUBBER GWB/PAINT GWB/PAINT 11'-2 3/8" 5

106 STAFF WORK ROOM PC RUBBER GWB/PAINT ACT 9'-0" 3

107 CORRIDOR PC RUBBER GWB/PAINT ACT 9'-0" 3

108 LOCKER ROOM PC RUBBER GWB/PAINT ACT 9'-0" 3

109 JANITOR PC RUBBER GWB/PAINT ACT 9'-0" 3, 4

110 CORRIDOR PC RUBBER GWB/PAINT ACT 9'-0" 3, 7

111 WOMEN'S RESTROOM PC CT-1 CT-1 ACT 9'-0" 2, 3

112 MEN'S RESTROOM PC CT-1 CT-1 ACT 9'-0" 2, 3

113 MAINTENANCE BAYS SC - CMU/EPOXY PAINT MR GWB/PAINT 21'-3 3/8" 1

114 STORAGE PC RUBBER GWB/PAINT ACT 9'-0" 3, 6

GENERAL NOTES:

1. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. ANY SURFACE FINISH NOT CLEARLY DEFINED IN THE FINISH SCHEDULE SHALL BE

FINISHED IN THE SAME MATERIALS AS SURFACES OF SIMILAR USE.

3. PAINTING, FLOORING, AND OTHER FINISHES SHALL EXTEND COMPLETELY OVER, UNDER,

AND BEHIND ANY ITEMS OR EQUIPMENT.

4. PROVIDE NON-SLIP BROOM FINISH CONCRETE AT EXTERIOR COVERED AREAS.

NOTES:

1. PROVIDE BULLNOSE CORNER CMU JAMBS AT DOOR OPENINGS 113A, 113B, 113C, AND AT WINDOW E.

2. CERAMIC TILE ON 1'-6" CMU CAVITY WALL PER TCNA DETAIL W211 (ROOM 112 ONLY) AND ON STUD

WALLS PER TCNA DETAIL W244C.

3. PROVIDE 5/8" UNFINISHED GYPSUM WALL BOARD AIR BARRIER AT TRUSS BOTTOM CHORD ABOVE

ACT. TAPE AND SEAL ALL EDGES AND PENETRATIONS.

4. PROVIDE STAINLESS STEEL WALL PANELS ON TWO WALLS AT SERVICE SINK FROM FLOOR TO 4'-0"

ABOVE FINISHED FLOOR.

5. FINISHED CEILING IS ON BOTTOM CHORD OF TRUSSES. REFER TO SECTIONS 2 AND 3 ON DRAWING A5.

6. ONLY APPLIES IF OPTION 1 IS SELECTED. SEE OPTION 1 PLANS ON DRAWING A12, IF APPLICABLE.

7. CERAMIC TILE CT-1 ON STUD WALL PER TCNA DETAIL W244C ON WALL AT DRINKING FOUNTAINS.

ABBREVIATIONS:

PC = POLISHED CONCRETE

SC = SEALED CONCRETE

CT = CERAMIC TILE

MR = MOISTURE RESISTANT

DOOR SCHEDULE

DOOR

NUMBER

DOOR

TYPE

SIZE FRAME

NOTES HARDWARE

SETWIDTH HEIGHT THICKNESS TYPE DEPTH JAMB

COND

HEAD

COND

101 D 3'-0" 7'-4" 1 3/4" F4&F5 4 1/2" - - 1, 2, 3 C 102 A 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 - E

103A A 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 - B 103B A 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 4 F 104 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 - F 105 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 - A 106 C 3'-0" 7'-0" 1 3/4" F3 6 3/4" J5 H5 1, 3 B 107 C 3'-0" 7'-0" 1 3/4" F3 6 3/4" J5 H5 1, 3 B 108 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 - D 109 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 - F 111 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 4 D 112 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 4 D

113A C 3'-0" 7'-0" 1 3/4" F2 6 3/4" J2/J2A H2 1, 6 G 113B C 3'-0" 7'-3" 1 3/4" F2 6 3/4" J1/J1A H1 1, 3, 5 H 113C C 3'-0" 6'-11" 1 3/4" F2 6 3/4" J1/J1A H1 1, 3, 5 H 113D F 14'-0" 16'-3 3/4" - - - J3 H3 - - 113E F 14'-0" 16'-3 3/4" - - - J3 H3 - - 113F F 14'-0" 15'-9 1/2" - - - J3 H3 8 - 113G E 3'-0" 3'-0" 1 3/4" F1 1'-3" J6 H6 9 I 114 B 3'-0" 7'-0" 1 3/4" F1 5 3/4" J4 H4 7 F

GENERAL NOTES:

1. DOOR HARDWARE TO BE COMPLIANT WITH STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS

AND FACILITIES (ICC A117.1-2017). HARDWARE SUBMITTAL SHALL INCLUDE SCHEDULE INDICATING HINGES, LOCK FUNCTIONS, LOCK BACKSET, LOCK TRIM, LEVERS, ROSE STYLE, STRIKES, FINISH, AND OPTIONS.

2. REFER TO SPECIFICATION SECTION 087100 FOR HARDWARE SETS.

3. FRAMES ARE EQUAL RABBET UON.

4. REFER TO WALL TYPES ON DRAWING A9 FOR DOOR TYPE MATERIALS.

5. PROVIDE FULLY TEMPERED SAFETY GLAZING FOR ALL DOOR VISION LITES.

NOTES:

1. PROVIDE ACCESSIBLE THRESHOLD CENTERED ON DOOR FRAME TO CONCEAL JOINT BETWEEN SLABS.

2. SEE DETAIL D/A11 FOR DOOR HEAD. DOOR JAMB AT HINGE SIDE IS SIMILAR TO J5 ON DRAWING A8.

3. DOOR SHALL BE INSULATED FOR EXTERIOR INSTALLATION.

4. PROVIDE 3/4 INCH UNDERCUT AT DOOR BOTTOM.

5. PROVIDE J1A AT LATCH SIDE.

6. PROVIDE J2A AT LATCH SIDE.

7. PROVIDE DOOR, FRAME, AND HARDWARE ONLY IF OPTION 1 IS SELECTED.

8. REMOVE DOOR IF OPTION 3 IS SELECTED.

9. COORDINATE DOOR LOCATION WITH FINAL TRUSS DESIGN TO PROVIDE MINIMUM ATTIC ACCESS

CLEARANCE OF 20" x 30".

TOILET ACCESSORY SCHEDULE

NOTE: SIZES INDICATED ARE BASIS-OF-DESIGN SELECTIONS, EQUIVALENT PRODUCTS ARE ACCEPTABLE AS APPROVED BY A/E THROUGH SUBMITTAL PROCESS.

KEY ITEM SIZE MOUNTING MOUNTING HEIGHT

A MIRROR 24"W x 36"H SURFACE 40" AFF MAX TO BOTTOM OF REFLECTING SURFACE

B PAPER TOWEL DISPENSER AND WASTE RECEPTACLE 17 3/16"W x 56"H x 8 1/8"D SEMI-RECESSED 40" AFF TO TOWEL DISPENSING AREA

C TOILET TISSUE DISPENSER 6 1/16"W x 11"H x 5 15/16"D SURFACE 29 1/2" AFF TO TOP

D COAT HOOK / DOORSTOP - SURFACE SEE SCHEDULE NOTE 2

E HORIZONTAL GRAB BAR (SIDE) 42" CONCEALED 34" TO CENTERLINE

F HORIZONTAL GRAB BAR (REAR) 36" CONCEALED 34" TO CENTERLINE

G TOWEL HOOK (ON WALL OF SHOWER AREA) 2" x 2" SURFACE 48" AFF TO TOP. SEE NOTE 4

H SANITARY NAPKIN DISPOSAL 7 1/2"W x 10"H x 3 13/16"D SURFACE 29 1/2" AFF TO TOP

J ACCESSIBLE MEN'S RESTROOM SIGNAGE - DOOR LATCH SIDE SEE SCHEDULE NOTE 3

K ACCESSIBLE WOMEN'S RESTROOM SIGNAGE - DOOR LATCH SIDE SEE SCHEDULE NOTE 3

L UTILITY SHELF WITH MOP & BROOM HOLDERS & HOOKS 34"W x 10"H x 3 13/16"D SURFACE 72" AFF TO TOP OF SHELF

M SHOWER CURTAIN ROD 36" SURFACE SEE SCHEDULE NOTE 4

N SHOWER CURTAIN AND HOOKS - - SEE SCHEDULE NOTE 4

O VERTICAL GRAB BAR 18" CONCEALED SEE SCHEDULE NOTE 1

GENERAL NOTES:

1. REFER TO PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION ON FIXTURES.

2. SEE TYPICAL ADA ELEVATIONS AND ACCESSORY MOUNTING HEIGHTS ON DRAWINGS A9 AND A11.

3. REFER TO SPECIFICATIONS SECTION 102800 FOR TOILET ACCESSORIES.

4. INSTALL BLOCKING IN PARTITION WALLS AS REQUIRED FOR ALL GRAB BARS AND TOILET ACCESSORIES.

SCHEDULE NOTES:

1. VERIFY MOUNTING HEIGHTS OF APPROVED SUBMITTAL TO LOCATE HEIGHT OF CONTROLS, DISPENSERS, OUTLETS ETC.

PER STANDARD FOR ACCESSIBLE AND USABLE BUILDING AND FACILITIES (ICC A117.1-2017).

2. COAT HOOK / DOOR STOP LENGTH TO BE 3 INCHES. FINISH SMOOTH, NO. 4 SATIN. INSTALL TOP OF COAT HOOK AT 48" AFF.

3. ACCESSIBLE SIGNAGE SHALL BE MOUNTED 48" MINIMUM ABOVE FINISHED FLOOR TO BASELINE OF LOWEST CHARACTER LINE AND 60" MAXIMUM ABOVE FINISHED

FLOOR TO BASELINE OF HIGHEST CHARACTER LINE.

4. ITEMS G, M, AND N ARE NOT INCLUDED IN SCOPE OF WORK IF OPTION 1 IS SELECTED BY THE AGENCY. REFER TO DRAWING A12.

X

STEPHEN D. HERRING

Lic. No. 015253

04/11/2025

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

SCALE:

0 1' 5' 10'

1/4"=1'-0"

FLOOR PLAN

MAINTENANCE

BAYS

STAFF WORK

ROOM

UTILITY

OPEN

OFFICE

ENTRANCE

OFFICE

CORRIDOR

22'-8"6'-0"15'-4"3'-4"5'-4"7'-4"5'-4"4'-0"

'-0

9' -4

'-0

4' -8

69'-4"

57'-4"

4,980 SF

TV (NIC)

TV (NIC)

7' -4

2'

-8

4' -0

2'

-8

2' -8

46'-8"44'-0"25'-4"

6'-0"14'-0"6'-8"14'-0"6'-0"

MOMOMOMO

3'-4"6'-8"2'-8"6'-8"3'-4" 4"

3'-4"2'-4"1'-6"1'-6"12'-4"

MO MO MO

9' -4

M O

116'-0"

46'-8"

4'-8" 6'-8" 2'-8" 6'-8" 1'-4" 6'-0" 14'-0" 6'-8" 14'-0" 6'-0"

8' -0

MOMOMOMO

M O

'-4

4' -0

3'

-4

M O

B A2 A4

D A2 A4

C A2 A4

1'-3"44'-2"21'-8 5/8"13'-5 1/4"11 3/8"

/8

MO

5'-4"

12'-0"

4'-8"

MO

5' -8

/8

'-0

/2

/8

'-4

/8

8'

-5

/2

'-3

/8

5' -1

3/

8"

'-4

/8

'-8

/8

3' -0

/8

21'-9 1/4"11 3/8"

9'-0 5/8"9'-5 1/8"24'-6 7/8"

/8

'-6

/8

/8

1' -3

'-1 0"

1' -3

1'-3 5/8"

9'-10 1/2"

13'-4"

'-4

/8

9 1/2" 1'-4"

1' -1

0"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

13'-4" 2'-0" 3'-4"

MO MO

6'-8"

1'-3"

5' -2

/8

5'

-2

/4

LOCKER

ROOM

AD

A

A A2 A4

113C

113D 113E

113F E

1' -0

J1A A2 A8

A2 A5

AIR

COMPRESSOR

(NIC)

EXHAUST

EXTRACTOR

VEHICLE

WELDER

E A2 A12

(NIC)

OPTION 3

MANAGEMENT

WIREWAYS

CONCRETE

APRON; SEE

CONCRETE

DOWNSPOUT

(TYP)

CJ

CJ

CJ

FUEL

STRUCTURAL

APRON; SEE

STRUCTURAL

ELEC PANEL

1' -6

1'

-0

J1A A2 A8

J2A A2 A8

UTILITY SINK

MOP BASIN

L

CONVENIENCE

SHOWER

ICE MACHINE

(NIC)

VEHICLE

EXHAUST

EXTRACTOR

GRINDER

DRILL

PRESS

ELEC

PANEL

(NIC)

(NIC)

FD

DOOR 113G ABOVE;

LOCATION TO BE FIELD

COORDINATE WITH FINAL

TRUSS DESIGN DURING

1' -6

" T

YP

CJ

CJ

CJ

THE SUBMITTAL PHASE

OF CONSTRUCTION

K

1' -8

TY

P

A2 A11

113A

113B

D D

B

CJ

K

L

3' -4

4'

-0

M O

D DC

A2 A5

D

D

C

C

B

G

H

E

C

D

D

D

FD

FD

FD

FD

2' -9

/8

J

E A2 A10

9" x 36"

BENCH

9" x 36"

BENCHD

A2 A10

30" x 52"

ADA

CLEAR

A 10

C A2 A10

A

RADIO/FLASHLIGHT

ALCOVE

20" x 42"

ADA BENCH

B A2 A10

CJ

B A2 A9

CJ

BB

44 105

BUILT-IN WORK

STATIONS, SEE 2/A10

A2 A10

B

4' -8

10'-8 3/8"

A A2 A12

A A2 A10

B A2 A12

OPTION 2 OPTION 1

A 4

A 4

103A

103B

A A2 A9

L

JAN

3'-5 3/4"

A

A

A

A

A

A

A

A2 A5

A2 A5

ELEC PANEL

CLOSET

3' -2

/8

4' -1

5/

8"

2'-8"

6' -4

/8

" A

J

WORK STATIONS,

SEE 2/A10

TWO (2) BUILT-IN

TWO (2)

D A2 A12

OPTION 5

EBB (NIC)

CORRIDOR

25'-4"

COAT

HOOKS

1'-2 3/4" 3'-10 3/8"

1'-6"

(NIC)

9 7/8"

4'-0"

CJ

CJ

LOUVER

CJ

CJ

CJ

H

2'-9 5/8"

7' -6

/8

A

A

ELEC PANEL

A1 A1

A1

M

COLUMNS,

TYP @

UON A1 A1

A1 A1

A A2 A11

A

A2 A11 SIM

A2 A7

A2 A7

2'-9"

7' -6

7'

-0

8"

MAX

A2 A5

CJ

PILASTER, TYPICAL

OF 5; REFER TO

STRUCTURAL

VIRGINIA DEPARTMENT OF TRANSPORTATION

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTATION

23125 2025-04-11

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO. COMBO BUILDING

FLOOR PLAN

A2

GENERAL NOTES:

1. DIMENSIONS NOTED ON PLAN ARE TO FACE OF

WOOD STUD OR TO FACE OF MASONRY.

2. SEE MECHANICAL FOR LOUVERS.

3. PROVIDE TYPE 304 STAINLESS STEEL CORNER

GUARD WITH #4 SATIN FINISH ON ALL OUTSIDE

CORNERS OF GYPSUM BOARD PARTITIONS. GUARD

TO BE 48" LONG WITH RADIUS CORNER AND 2" LEGS.

CONSTRUCTION NOTES:XX

1. STAINLESS STEEL WALL PANELS ON TWO WALLS AT

SERVICE SINK TO 4'-0" ABOVE FINISHED FLOOR. PANELS

TO BE CLASS C OR BETTER PER VCC TABLE 803.13.

2. COORDINATE WITH MECHANICAL AND PLUMBING

DRAWINGS FOR REQUIRED LAYOUT, DIMENSIONS,

CLEARANCES, AND PENETRATIONS.

3. PROVIDE SIGNAGE PER SPECIFICATION SECTION 101423.

4. PROVIDE ROLLER SHADE PER SPECIFICATION SECTION

122413.

5. LAMINATE GYPSUM BOARD TO CMU WALL.

6. SEE SITE ADAPTATION FOR CONCRETE LANDINGS AND

SIDEWALKS.

7. COORDINATE THRU-BOLT OF 8" CMU PRIOR TO

INSTALLATION OF 4" GROUND FACE CMU.

8. PROVIDE ADA PULL ON INSTALL SIDE OF TOILET

PARTITION DOOR.

9. ADHERE GWB TO FACE OF COLUMN.

STEPHEN D. HERRING

Lic. No. 015253

1 SDH ENVELOPE REVISION 2026-03-11

03/11/2026

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

0 9"6"3" 1'

3"=1'-0"

DETAIL @ TYPICAL VENTED RIDGE CAPC

A3 A3

2"

ASPHALT SHINGLES

SHEATHING

UNDERLAYMENT

SYNTHETIC

SELF-ADHERED

MEMBRANE; EXTEND

RIDGE; CUT OUT AT

18" ON EACH SIDE OF

SHINGLE COVER

RIDGE FOR

VENTILATION

RIDGE VENT WITH

PLYWOOD

WATERPROOF

WOOD TRUSS

SEALANT - INSTALL BETWEEN

PIPE AND PREMANUFACTURED

MEMBRANE FLASHING AND TOOL

TO FACILITATE RUNOFF

STAINLESS STEEL CLAMPING RING

GASKETED FASTENERS - SECURE

FLASHING COLLAR FLANGE TO

SHEATHING

SET SECUREMENT RING IN

CONTINUOUS BEAD OF SEALANT

PIPE PENETRATION

PRE-FORMED

PENETRATION BOOT

CUT SHEATHING,

REQUIRED TO INSTALL

PIPE AND FLASHING

ROOFING, AND

INSULATION AS

SCALE:

0 9"6"3" 1'

3"=1'-0"

DETAIL @ TYPICAL COLD PIPE PENETRATIONB

A3 A3

SCALE:

0 9"6"3" 1'

3"=1'-0"

DETAIL @ TYPICAL STEPPED FLASHINGD

A5 A3

5" MIN

PLYWOOD SHEATHING

WOOD TRUSS

SELF-ADHERED

WATERPROOF MEMBRANE

UNDERLAYMENT

SYNTHETIC

ASPHALT SHINGLES

METAL FLASHING

UNDERLAYMENT

COUNTERFLASHING

SEALANT

CONTINUOUS BEAD OF

4" CMU

FASTENERS @ 12" OC MAX

SEALANT

PARALLEL WITH ROOF LINE

SAW CUT RUNNING

FLASHING ONE COURSE

STEPPED THRU-WALL

ABOVE ROOF FLASHING

WEEP VENTS @ 32" OC

FASTENERS @ 12" OC MAX

CONTINUOUS BEAD OF

8" M

IN

5" M

IN

8" M

IN

A3

SCALE:

3"0 6" 1' 2'

1"=1'-0"

DETAIL @ STEPPED FLASHINGA

A6 A3

D A3 A3

8"M

IN

CONTINUOUS BEAD OF

SEALANT IN SAWCUT

TOP OF ADJACENT

ROOFING

FLASHING WEEP VENT

OVERLAPPING

THROUGH-WALL

STEP FLASHING

COUNTER

A4

SCALE:

1'6"3"0 9"

1 1/2"=1'-0"

DETAIL @ BULKHEADE

A3 A3

TRUSS BEARING

(+11'-3")

B/ACT

SEE FINISH

SCHEDULE

B/BULKHEAD

(+8'-0")

B/ACT

SEE FINISH

SCHEDULE

TRUSS OR WOOD

2x4 STUDS @ 16" OC

5/8" GWB

(2) 2x6 HEADER

WITH 1/2" PLYWOOD

BLOCKING

5/8" UNFINISHED GWB

AT BOT CHORD; TAPE

AND SEAL ALL EDGES

AND PENETRATIONS

SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

REFLECTED CEILING PLAN

GYPSUM BOARD

SOFFITT (+7'-4")

MAINTENANCE

BAYS

STAFF WORK

ROOM

UTILITY

OPEN

OFFICE

ENTRANCE

OFFICE

CORRIDOR

WOMEN'S

RESTROOM

MEN'S

RESTROOM

LOCKER

ROOM

JAN

CLOSET

GYPSUM BOARD

SOFFITT (+9'-4")

E A3 A3

GYPSUM BOARD

SOFFITT/CEILING

(+8'-0")

GYPSUM BOARD

SOFFITT/CEILING

(+8'-0")

CORRIDOR

GYPSUM BOARD

SOFFITT/CEILING

(+9'-4")

A3 A11

SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ROOF PLAN

2'-0" MIN 2'-0" MIN1'-6" MIN1'-6" MIN

2' -0

" M

IN

C A3 A3

SLOPE

5:12

SLOPE

5:12

B A3 A3

D A3 A3

B A3 A3

C A3 A3

B A3 A3

2' -0

" M

IN

SELF-ADHERED

WATERPROOFING

MEMBRANE, TYP

2' -0

" M

IN

SL

O

PE

5:

SL

O

PE

5:

SL

O

PE

5:

1' -6

" M

IN

1' -6

" M

IN1'

-6 " M

IN

1'

-6 " M

IN

2'-0" MIN

C

A3 A3

DOWNSPOUT, TYP

GUTTER, TYP

LINE OF WALL

BELOW, TYP

2' -0

" M

IN

2' -0

" M

IN

A A3 A5

A A3 A5

A A3 A5

D A3 A3

SIM @ LOW ROOF

SIM @ RAKE

FOR DWH-1 VENT

SEE DRAWING P1

3" x 4"

VIRGINIA DEPARTMENT OF TRANSPORTATION

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTATION

23125 2025-04-11

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO. COMBO BUILDING

REFLECTED CEILING AND ROOF PLANS

AND DETAILS

A3

REFLECTED CEILING PLAN LEGEND:

2'x2' SUSPENDED ACOUSTICAL CEILING PANEL (ACP)

SUPPLY AIR DIFFUSER

RETURN GRILLE

LIGHTING LUMINAIRE

GYPSUM WALL BOARD SOFFITT OR CEILING

RECESSED EMERGENCY DOWNLIGHT

CEILING MOUNTED, SINGLE-FACED EXIT SIGN

CONSTRUCTION NOTES:XX

1. 20" x 30" ATTIC ACCESS OPENING AND PLYWOOD PANEL WITH PERMANENTLY

ATTACHED INSULATION TO MATCH SPECIFIED ATTIC INSULATION PER VCC

1209.2. FIELD VERIFY OPENING LOCATION.

2. PROVIDE MANUFACTURED GWB CONTROL JOINT AT MIDPOINT AND PERIMETER

RELIEF JOINT ALL AROUND IN MAINTENANCE BAYS.

3. PROVIDE ATTIC VENTS PER SPECIFICATION SECTION 073113. PROVIDE 52 LF

RIDGE VENT ABOVE OFFICE AND 41 LF RIDGE VENT ABOVE MAINTENANCE BAYS.

PROVIDE ONE UNDEREAVE SOFFIT VENT IN EACH TRUSS BAY THAT DOES NOT

HAVE SHEAR COLLECTOR BLOCKING.

GENERAL NOTES:

1. REFER TO ELECTRICAL DRAWINGS FOR LIGHTNING PROTECTION SYSTEM.

2. REFER TO PLUMBING AND MECHANICAL DRAWINGS FOR ROOF PENETRATIONS.

3. REFER TO SITE ADAPTATION FOR DOWNSPOUT COLLECTION BELOW GRADE.

4. PROVIDE SHINGLE ROOFING SYSTEM INCLUDING ALL FASTENERS,

UNDERLAYMENT, AND FLASHING.

5. PROVIDE CONTINUOUS REMOVABLE LEAF GUARDS OF STAINLESS STEEL OR

ALUMINUM DESIGNED TO SHED LEAVES. INSTALL CONTINUOUS LEAF GUARDS

ON GUTTERS WITH NONCORROSIVE FASTENERS, REMOVABLE FOR CLEANING

GUTTERS.

EMERGENCY LIGHTING LUMINAIRE

INFRARED HEATER

STEPHEN D. HERRING

Lic. No. 015253

CEILING MOUNTED VACANCY / OCCUPANCY SENSOR

CEILING MOUNTED OCCUPANCY SENSOR

1 SDH ENVELOPE REVISION 2026-03-11

03/11/2026

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIONA

A2 A4 SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIONB

A2 A4

SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIONC

A2 A4 SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIOND

A2 A4

GF CMU #2

GF CMU #1

GF CMU #2

GF CMU #1

CMU #2

CMU #1

CMU #2

CMU #1

GF CMU #2

GF CMU #1

CMU #2

GF

CMU #2

CMU #1

GF CMU #2

LIGHT

GF CMU #2

GF CMU #1

GF CMU #2

GF CMU #1

GF CMU #2

GF CMU #1

GF CMU #2

LIGHT

GF CMU #2

GF CMU #1

GF CMU #1

GF CMU #2

GF CMU #1

BOLLARD;

TYPICAL

DS W/CJ DS

ASPHALT

SHINGLES

RIDGE

VENT

SHINGLES

ASPHALT

VENT

RIDGE

BOLLARD

FIN FLOOR

(+0'-0")

FIN FLOOR

(+0'-0")

FIN FLOOR

(+0'-0")

FIN FLOOR

(+0'-0")

SHINGLES

ASPHALT

VENT

RIDGE

BOLLARD

DSDSDS W/CJ

LIGHT

BOLLARD

ASPHALT

SHINGLES

RIDGE

VENT

DS W/CJ

DS

DS LOUVER DS W/CJ

DS

HOLLOW

METAL DOOR

STOREFRONT

SYSTEM

ALUMINUM

WINDOW

STOREFRONT

SYSTEM

ALUMINUM

WINDOWS

GF CMU #2

FIBER

OVERHEAD

SECTIONAL DOOR

OVERHEAD

SECTIONAL DOOR

CEMENT

FIBER

CEMENT

EXHAUST

BOLLARD;

TYPICAL

TRUSS

BEARING

(+21'-4") AFF

TRUSS

BEARING

(+21'-4") AFF

TRUSS

BEARING

(+21'-4") AFF

TRUSS

BEARING

(+11'-3") AFF

GF CMU #1

LIGHT

LIGHT

GF CMU #1

TRUSS

BEARING

(+21'-4") AFF

LIGHT

TRUSS

BEARING

(+11'-3") AFF

TRUSS

BEARING

(+11'-3") AFF

BEHIND BEHIND

CJ

FLASHING

KICKOUT

BEHIND

DS W/CJ

BEHIND

DS W/CJ

BEHIND

CJ DS W/CJ

BEHIND

FLASHING

KICKOUT

LIGHT

DS

GF

CMU #1

GF

GF

GF

GF

GF

GF

VENT

LIGHT

CJ

DS W/CJ

BEHIND

DS W/CJ

BEHIND

DS W/CJ

BEHIND

BEHIND

DS W/CJ

BEHIND

A A4 A3

A A4 A7

WINDOW

ALUMINUM

LIGHT

LIGHT

LIGHT

DUCT

PENETRATIONS

LOUVER

LOUVER

REFER TO DETAIL A

ON DRAWING M5 FOR

FLASHING DETAIL

VIRGINIA DEPARTMENT OF TRANSPORTATION

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTATION

23125 2025-04-11

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO. COMBO BUILDING

ELEVATIONS

A4

STEPHEN D. HERRING

Lic. No. 015253

1 SDH ENVELOPE REVISION 2026-03-11

03/11/2026

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

CORRIDOR

STAFF WORK ROOM

SCALE:

0 10'5'

3/16"=1'-0"

BUILDING SECTION3

A2 A5

TRUSS

BEARING

(+11'-3")

AFF

A5 A6

UTILITY

T/BUILDING

(+20'-1"±) AFF

T/BUILDING

(+32'-2"±) AFF

TRUSS

BEARING

(+21'-4")

AFF

SCALE:

0 10'5'

3/16"=1'-0"

BUILDING SECTION1

A2 A5

SLOPES;

SEE

FLOOR

STRUCT

DWGS

MAINTENANCE

BAYS

TRUSS

BEARING

(+11'-3")

AFF

WOMEN'S

REST-

STAFF WORK ROOM

OPEN

OFFICE

ROOM

MEN'S

REST-

ROOM

A5 A6

A5 A6 SIM

T/SLAB

GRADE

LINE

AVERAGE

ROOF

HEIGHT

'-7

3/

4"

A A5 A5

A A5 A5

SIM

@ RAKE

D A3A5

OPP HAND

@ LOW ROOF

A5 S5OPP HAND

B/ACT

(+9'-0")

AFF

FILL ANY

VOIDS WITH INSULATION

SCALE:

1'6"3"0 9"

1 1/2"=1'-0"

DETAIL @ RAKEA

A5 A7

6"

FIBER CEMENT TRIM

FIBER CEMENT SOFFITT

4" GF CMU #2

1 1/2" RIGID INSUL; R-7.5 MIN

1/2" GYPSUM SHEATHING

AIR GAP

FLUID APPLIED AIR BARRIER

1/2" GYPSUM SHEATHING

AIR GAP

END TRUSS; SEE STRUCTURAL

TRUSS BEARING

(+11'-3") AFF

1 1/2" RIGID INSULATION; R-7.5

MIN

ADJUSTABLE VENEER

ANCHORS @ 16" OC

ON SYNTHETIC

ASPHALT SHINGLES

FIBER CEMENT

METAL DRIP EDGE

UNDERLAYMENT

FASCIA

5/8" GWB AIR

BARRIER

15" BATT

INSULATION;

R-49 MIN

10"

PLYWOOD

SHEATHING

WATERPROOFING

MEMBRANE; REFER

LOCATIONS

EXTEND GYPSUM

BETWEEN RIGID INSUL

AND ATTIC SPACE

SELF-ADHERED

TO ROOF PLAN FOR

PLYWOOD TO PROVIDE SEPARATION

SHEATHING TO UNDERSIDE OF

OUTRIGGER;

SEE STRUCT

BLOCKING AND GWB

BETWEEN EACH

OUTRIGGER

2 x 4 STUDS @ RAKE

A3

B/ACT

(+9'-0") AFF

TRUSS

BEARING

(+11'-3")

AFF

SCALE:

0 10'5'

3/16"=1'-0"

BUILDING SECTION4

A2 A5 SCALE:

0 10'5'

3/16"=1'-0"

BUILDING SECTION5

A2 A5

CORRIDOR

LOCKER

WOMEN'S

RESTROOM

ROOM

B A5 A7

OPEN

OFFICE

ENTRANCE

TRUSS

BEARING

(+11'-3")

AFF

A5 A6

D A5 A7

T/BUILDING

(+20'-1"±) AFF

T/BUILDING

(+18'-1"±) AFF

A5 A6 SIM

OPP HAND

SCALE:

0 9"6"3" 1'

3"=1'-0"

TYPICAL CONTROL JOINT DETAIL

NOTE:

CONTINUE JOINTS THROUGH CMU BASE COURSES.

4" GROUND FACE

BACKER ROD AND

SEALANT

AIR GAP

VERTICAL

CMU TIES @ 16" OC

CMU VENEER

2x4 STUDS

1 1/2" RIGID INSUL;1/2" GWB

R-7.5 MINIMUMSHEATHING

SCALE:

0 10'5'

3/16"=1'-0"

BUILDING SECTION2

A2 A5A1

UTILITY

TRUSS

BEARING

(+11'-3")

AFF

GWB

PROVIDE GASKETING

AROUND DUCT

OPENING IN FRAMING/

GWB TO COMPLETELY

SEAL PENETRATION

D A5 A7

HVAC DUCT;

REFER TO

SECTION 2

ON DWG M4

DUCT

PENETRATIONS

CORRIDOR

A A5 A5

VIRGINIA DEPARTMENT OF TRANSPORTATION

PROTOTYPE COMBO BUILDING -

20 OR LESS AHQ STAFF

PROJECT CODE: 501-B4501-013

FOR STATEWIDE SITE ADAPTATION

23125 2025-04-11

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO. COMBO BUILDING

BUILDING SECTIONS

AND DETAILS

A5

GENERAL NOTES:

1. TRUSS CONFIGURATIONS ARE DIAGRAMMATIC.

REFER TO APPROVED SHOP DRAWINGS.

STEPHEN D. HERRING

Lic. No. 015253

1 SDH ENVELOPE REVISION 2026-03-11

03/11/2026

&[Date] 194-18246-000

STATE BUILDING OFFICIAL

DIVISION OF ENGINEERING & BUILDINGS

COMMONWEALTH OF VIRGINIA

PERMIT #___________________________________

DATE: ______________________________________

APPROVED PERMIT REVISION DOCUMENTS

0 3'1'6" 2'

3/4"=1'-0"

WALL SECTION3

A5 A6 SCALE:

0 3'1'6" 2'

3/4"=1'-0"

WALL SECTION4

A5 A6SCALE:

0 3'1'6" 2'

3/4"=1'-0"

WALL SECTION1

A5 A6 SCALE:

0 3'1'6" 2'

3/4"=1'-0"

WALL SECTION2

A5 A6

TRUSS

BEARING

(+21'-4") AFF

4" FIBER CEMENT

BOARD

STRUCT DWGS

REFER TO

WOOD TRUSSES;

CLEAR AIR GAP

BAFFLE; 1"

INSULATION

RESISTANT

5/8" MOISTURE

GYPSUM BOARD

CEILING AIR

BARRIER

UNDERLAYMENT

ON SYNTHETIC

ASPHALT SHINGLES

2'-4 1/2"±

SELF-ADHERED WATER-

PROOFING MEMBRANE;

REFER TO ROOF PLAN

FOR LOCATIONS

PLYWOOD

MTL DRIP EDGE

6" GUTTER

HOLLOW METAL

DOOR FRAME; SEE

DOOR JAMB DETAIL

CONCRETE SLAB

REINFORCED

ON DWG A8

LOCATION TO BE

FIELD COORDINATED

WITH FINAL TRUSS

DESIGN DURING THE

SUBMITTAL PHASE OF

CONSTRUCTION

DOOR ;113G

TO COVER JOINT

BETWEEN SLABS

DOOR THRESHOLD

FLOOR SLOPES; SEE

STRUCT DWGS

1'-3"

CONCRETE SLAB

REINFORCED

BARRIER

VAPOR

GRAVEL

COMPACTED

ACT @ 9'-0" AFF

FOOTING; REFER TO

REINFORCED CONC

STRUCTURAL DWGS

8" CMU

4" CMU BELOW LOW

ROOF LINE

AIR BARRIER

FLUID APPLIED

DOOR

WD STUDS @ 16" OC

STEEL BEAM; REFER

TO STRUCT DWGS

4" GROUND FACE

SIDEWALK; SEE SITE

ADAPTATION PLAN

CMU #1

SURFACES; FRONT,

TOP, AND SIDES AS

REINFORCED

CONCRETE SLAB

FIBER CEMENT TRIM

COLUMN WRAP WITH

DECORATIVE CAP

ON ALL EXPOSED

GROUND FACE FINISH

REQUIRED

(3/4" THICK MINIMUM)

PROVIDE BOX BEAM

OUT OF WOOD

FRAMING AS

REQUIRED AROUND

STRUCTURAL STEEL

FRAMING TO PROVIDE

FIBER CEMENT

SOFFITT

TUBE STEEL COLUMN;

SEE STRUCT DWGS

5/8" EXTERIOR GWB

FIBER CEMENT TRIM

STOREFRONT DOOR

AND FRAME SYSTEM

(3/4" THICK MINIMUM)

GRAVEL

COMPACTED

CONCRETE SLAB

REINFORCED

VAPOR BARRIER

GRAVEL

COMPACTED

5/8" GWB

B/ACT

(+9'-0")

AFF

TRUSS

BEARING

(+11'-3")

AFF

EDGES AND

AND SEAL ALL

CHORD; TAPE

GWB AT BOTTOM

5/8" UNFINISHED

PENETRATIONS

STEP FLASHING

BARRIER

VAPOR

GRAVEL

COMPACTED

BULLNOSE JAMB

C A6 A11

D A6 A11

3" PERIMETER

INSULATION; R-15

MINIMUM

REINFORCED CONC

FOOTING; REFER TO

STRUCTURAL DWGS

A A6 A3

LAMINATE GWB TO

CMU IN CORRIDOR

AROUND DOOR 113A

AND IN LOCKER

ROOM 108; PROVIDE

CERAMIC TILE ON

CMU IN MEN'S

RESTROOM 112

A6 A9

A6 A9

ADJUSTABLE

VENEER ANCHORS

@ 16" OC

1'-3"

2'-4 1/2"±

TRUSS

BEARING

(+21'-4") AFF

4" FIBER CEMENT

BOARD

STRUCT DWGS

REFER TO

WOOD TRUSSES;

CLEAR AIR GAP

BAFFLE; 1"

INSULATION

RESISTANT

5/8" MOISTURE

GYPSUM BOARD

CEILING AIR

BARRIER

UNDERLAYMENT

ON SYNTHETIC

ASPHALT SHINGLES

ADJUSTABLE

VENEER ANCHORS

@ 16" OC

8" CMU

E A6 A7

4" x 16"

SOFFITT VENT

FIBER CEMENT

SOFFITT AND

FASCIA

6" FIBER

FLUID APPLIED

CEMENT TRIM

AIR BARRIER

1 1/4" AIR GAP

MTL DRIP EDGE

6" GUTTER

SELF-ADHERED WATER-

PROOFING MEMBRANE;

REFER TO ROOF PLAN

FOR LOCATIONS

SHEATHING

1215" BATT

INSULATION;

R-49 MINIMUM

2'-0"

MINIMUM

SHEATHING

2'-0"

PLYWOOD

MINIMUM

TRUSS

BEARING

(+11'-3") AFF

B/ACT

(+9'-0") AFF,

UON

1'-3"

1'-0"

SOFFITT VENT

FASCIA

FIBER CEMENT

SOFFITT AND

MTL DRIP

6" GUTTER

INSULATION BAFFLE;

1" CLEAR AIR GAP

PLYWOOD

SHEATHING

EDGE

STRUCT DWGS

REFER TO

WOOD TRUSSES;

UNDERLAYMENT

SHINGLES ON

ASPHALT

SYNTHETIC

CONCRETE SLAB

REINFORCED

2x4 STUDS

3 1/2" BATT INSUL;

BOARD; CONTINUE TO

5/8" GYPSUM WALL

BOTTOM CHORD

1/2" GYPSUM WALL

BOARD SHEATHING

R-13 MINIMUM

2'-1"

F

A6 A7 15" BATT

INSULATION;

R-49 MINIMUM

6" WALL BASE

SELF-ADHERED WATER-

PROOFING MEMBRANE;

REFER TO ROOF PLAN

FOR LOCATIONS

2'-0"

MINIMUM

5/8" UNFINISHED

GWB AT BOTTOM

CHORD; TAPE

AND SEAL ALL

EDGES AND

PENETRATIONS

D A6 A7

AND BASE

4" GROUND FACE

CMU #1

WITH LEAF

GUARD

WITH LEAF

GUARD

WITH LEAF

GUARD

PLYWOOD

SHEATHING

SELF-ADHERED WATER-

PROOFING MEMBRANE;

REFER TO ROOF PLAN

FOR LOCATIONS

5/8" UNFINISHED GWB

AT BOTTOM CHORD;

TAPE AND SEAL ALL

EDGES AND

PENETRATIONS

15" BATT

INSULATION;

R-49 MINIMUM

2 1/2" RIGID

INSULATION; R-11.4 CI

MIN

3" RIGID INSUL; R-15

MIN

DAMPPROOFING

CONT TO

TOP OF FOUNDATION

1 1/4" AIR GAP

3 1/2" BATT INSUL;

R-13 MINIMUM

REINFORCED

CONC FOOTING;

REFER TO

STRUCT DWGS

DAMPPROOFEING

CONT TO TOP OF

FOUNDATION

@ 32" OC

WEEP VENTS

4" x 16"

CONT MINERAL

FIBER INSUL TO

MAINTAIN

THERMAL

BARRIER

ENVELOPE, TYP

CONT MINERAL

FIBER INSUL TO

MAINTAIN

THERMAL

BARRIER

ENVELOPE

CONCRETE SLAB;

REINFORCED

VAPOR BARRIER

GRAVEL

COMPACTED

ISOLATION JOINT

FLOOR SLOPES;

SEE STRUCT DWGS

GRADE; SEE SITE

REINFORCED CONC

FOOTING; REFER TO

STRUCTURAL DWGS

ADAPTATION

2 1/2" RIGID

INSULATION; R-11.4 CI

MIN

THROUGH-WALL

JOINT @ 32" OC

FLASHING

AIR BARRIER; LAP

FLUID APPLIED

FLASHING

THROUGH-WALL

AIR BARRIER OVER

PLAN

10" DRAINAGE

4" GROUND FACE

CMU #1

4" GROUND FACE

CMU #2

3" RIGID INSUL; R-15

MIN

WEEP VENT IN HEAD

" M

AX

8" MIN T/METAL

FLASHING

MAT

3" DRIP PLATE

DAMPPROOFING

FROM…