IFB 158725 Drawings Stony Creek Bid 2.pdf

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLEMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.

2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION.

3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR FACE OF FINISHED WALLS OR SURFACES UNLESS NOTED OTHERWISE.

4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STRUCTURAL SPECIFIC INFORMATION.

5. ALL COSTS ASSOCIATED WITH THE REPAIR OF OBSERVABLE DAMAGE TO WOOD FRAMING/SHEATHING MUST BE INCLUDED IN BASE BID.

6. BASE BID INCLUDES THE REPLACEMENT OF 850 SF OF DAMAGED AND DETERIORATED ROOF SHEATHING. PROVIDE UNIT COST FOR ROOF SHEATHING REPLACEMENT. SEE BID FORM.

7. BASE BID INCLUDES THE REMOVAL AND REPLACEMENT OF 30 DAMAGED OR DETERIORATED CMU. PROVIDE UNIT COST FOR CMU REPLACEMENT. SEE BID FORM.

GENERAL SYMBOL LEGEND

SHEET NUMBER

A-100

SHEET NUMBER

DISCIPLINE CODE

EXTERIOR ELEVATIONS

POSITION ON SHEET

SHEET WHERE

DRAWN

DETAIL - SECTION

POSITION ON SHEET

SHEET WHERE

DRAWN

DETAIL - PLAN/RCP

POSITION ON SHEET

SHEET NUMBER

NORTH ARROW

TRUE NORTH

PLAN NORTH

GRAPHIC SCALE

COLUMN GRID LINES

COLUMN GRID

LINES (NEW)

A-200A-200

A-101

SIM

A-101

A-101

SIM

A-101

PLAN

NORTH

8'4' 16'0

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

1/8" = 1'-0"

View NameA-1 A-101R-101

View Name

VIEW TITLE WITH REFERENCES

DRAWING SCALE

SHEET NUMBER

DRAWING NUMBER

REFERENCE SHEET

NUMBER

REFERENCE SHEET

NUMBER

REFERENCE SHEET

NUMBER

VICINITY MAP

PROJECT LOCATIONPROJECT LOCATION

LOCATION MAPCONTACTS

CLIENT

ENGINEERS/ARCHITECTS

DJG, INC.

449 McLAWS CIRCLE

WILLIAMSBURG, VA 23185

TRUE

NORTH

TRUE

NORTH

VIRGINIA DEPARTMENT OF TRANSPORTATION

STONY CREEK HEADQUARTERS

EQUIPMENT STORAGE BUILDING REPAIRS

14072 BLUE STAR HWY, STONY CREEK, VA 23882

14072 BLUE STAR HWY, STONY CREEK, VA

23882

14072 BLUE STAR HWY, STONY CREEK, VA

23882

1401 E. BROAD ST.

RICHMOND, VA 23219

VIRGINIA DEPARTMENT OF

TRANSPORTATION

SEAN TOBIN

PROJECT MANAGER

757-253-0673

STOBIN@DJGINC.COM

JEFFREY GODFREY, VCCO

PROJECT MANAGER

804-786-2775 jeffrey.godfrey@vdot.virginia.gov

501-B3501-001

SHEET LIST

SHEET

NUMBER SHEET NAME PAGE #

G-001 COVER SHEET 1

S-100 FIRST FLOOR AND ROOF REPAIR

PLAN

S-101 GENERAL NOTES AND REPAIR

DETAILS

A-100 FLOOR AND ROOF PLAN 4

A-200 EXTERIOR ELEVATIONS 5

A-500 ARCHITECTURAL SECTIONS AND

DETAILS

A-501 DETAILS 7

A-601 EXISTING CONDITIONS

PHOTOGRAPHS

A-602 EXISTING CONDITIONS

PHOTOGRAPHS

A-603 EXISTING CONDITIONS

PHOTOGRAPHS

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:1

P

M

As indicated

G-001

COVER SHEET

2230310

02/24/2024

JCO/DFB

SPL/WP

SPL

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

1 10

PROJECT SUMMARY

BUILDING CODE SUMMARY

APPLICABLE BUILDING CODES AND REGULATIONS

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND BUILDING CODES GOVERNING THIS PROJECT. SUCH COMPLIANCE SHALL INCLUDE, BUT NOT LIMITED TO, THE LATEST ADOPTED VERSION OF:

2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, PART I, VIRGINIA CONSTRUCTION CODE (VCC)

2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, PART II, EXISTING BUILDINGS (VEBC)

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA PLUMBING CODE

2017 NATIONAL ELECTRICAL CODE (NFPA 70)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN - 9/15/2010

2018 VIRGINIA ENERGY CONSERVATION CODE (2018 VECC)

CPSM, 2022, REV 1 – 2/14/2023

WHERE LAWS AND CODES ARE IN DIRECT CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL.

OCCUPANCY: S-1

CONSTRUCTION TYPE: VB

NO FIRE SUPRESSION, FIRE DETECTION, OR FIRE ALARM SYSTEM PROVIDED

BUILDING HEIGHT: 20 FT. (1 LEVEL)

BUILDING AREA: 8,500 SQ. FT.

OCCUPANT LOAD: THERE IS NO CHANGE TO THE EXISTING BUILDING USE & OCCUPANCY CLASSIFICATION(S), OCCUPANT LOAD OR EGRESS RELATED TO THIS STRUCTURAL BUILDING REPAIR PROJECT

IN ACCORD WITH THE HIGH PERFORMANCE BUILDING ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF THE RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE BUILDING.

PER CHAPTER 6 OF THE VEBC, THIS PROJECT IS EXEMPT FROM COMPLIANCE WITH THE VECC BECAUSE THE

SCOPE OF WORK IS OUTSIDE THE THERMAL ENVELOPE OF THE EXISTING BUILDING.

ASBESTOS NOTE: (NO ASBESTOS PRESENT) AN INSPECTION TO IDENTIFY ASBESTOS-CONTAINING MATERIALS HAS BEEN CONDUCTED AND CAN BE FOUND AS PART OF APPENDIX A TO THE PROJECT SPECIFICATIONS. NO MATERIALS CONTAINING ASBESTOS WERE IDENTIFIED BY THE REPORT FOR THE BUILDING. SHOULD THE CONTRACTOR ACCESS ANY MATERIAL SUSPECTED OF CONTAINING ASBESTOS NOT IDENTIFIED BY THESE REPORTS, HE SHALL STOP WORK IN THE IMMEDIATE AREA AND

NOTIFY THE OWNER (VDOT).

THE REMOVAL OF ASBESTOS MATERIALS IS NOT TO BE CONDUCTED WITHOUT THE OWNERS ASBESTOS PROJECT MONITOR BEING ON-SITE.

LEAD COATING NOTE: AN INSPECTION TO IDENTIFY LEAD COATED BUILDING COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND AS PART OF APPENDIX A TO THE PROJECT SPECIFICATIONS. THIS REPORT IS PROVIDED FOR THE CONTRACTOR’S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD.

ALL LEAD AND LEAD COATED BUILDING COMPONENTS ARE TO BE RECYCLED WHENEVER POSSIBLE.

DJG INC. ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR ACCURACY OF THE ASBESTOS AND LEAD INSPECTION REPORTS CONTAINED IN THE CONTRACT DOCUMENTS AS THIS INFORMATION WAS PREPARED BY VDOT. THE CONTRACTOR SHALL

ADDRESS ANY RELATED QUESTIONS TO THE VDOT REPRESENTATIVE.

STONY CREEK

SHANDS PARK

SUSSEX BAPTIST CHURCH

VIRGINIA FARM BUREAU

INSURANCE COMPANY

SMITH'S COUNTRY STORE

TRANSPORTATION

DEPARTMENT

BASE BID

• REPAIR OF SALT DAMAGED CMU SIDE AND REAR WALLS

• REPAIR / REPLACEMENT OF SALT DAMAGED CMU COLUMNS

• INSTALLATION OF CONTROL JOINTS WITHIN THE EXISTING CMU WALLS

• ROOF REPLACEMENT (SHINGLE) TO INCLUDE REPAIR OF DAMAGED WOOD SHEATHING, ROOF FRAMING, AND TRIM (AS REQUIRED)

• REMOVE THE ABANDONED BOILER CHIMNEY TO BELOW THE EXISTING ROOF DECK, CAP EXISTING FLUE, AND ROOF OVER WITH THE NEW SHEATHING AND SHINGLES

• SIDING, SOFFIT, FASCIA AND RAKE TRIM REPLACEMENT AT END WALLS AND EAVES WITH NEW FIBER

CEMENT SIDING, SOFFIT, FASCIA, AND RAKE TRIM

• PAINTING OF NEW SIDING, SOFFIT, FASCIA AND RAKE TRIM INSTALLED

• WATER REPELLENT TREATMENT AND EPOXY WEATHERING SURFACE FOR THE INTERIOR BAY

SURFACES OF THE CMU FOR THE BOTTOM 5’ AT THE BASE OF THE CMU WALLS AND COLUMNS TO

BETTER MANAGE SALT EXPOSURE

• PROVIDE VIBRATORY PLATE COMPACTED 21A STONE WITHIN THE STORAGE BUILDING TO PROVIDE

POSITIVE DRAINAGE AWAY FROM THE CENTER CMU WALL

• PROVIDE PRE-CAST CONCRETE WHEEL STOPS AT VEHICLE STORAGE BAYS TO PREVENT FUTURE

VEHICLE REAR WALL DAMAGE (BOTH SIDES)

• OTHER WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS

BID ADDITIVE ITEM # 1

• REGLAZE, SEAL, AND PAINT THE EXISTING SINGLE PANE WINDOWS (NORTH AND SOUTH)

• PAINTING OF INTERIOR STORAGE BAY CMU SURFACES ABOVE 5'-0", AND EXTERIOR CMU SURFACES

PAINTING FULL HEIGHT

• PAINTING OF ALL EXISTING SURFACES (EXTERIOR AND INTERIOR) INCLUDING WOOD JOISTS AND ROOF

DECK, STEEL BEAMS

BID ADDITIVE ITEM # 2

• REPLACE THE OVERHEAD DOOR AT THE NORTH BAY OF THE BUILDING WITH A NEW INSULATED

ELECTRICALLY OPERATED OVERHEAD DOOR

• NEW OVERHEAD DOOR MOTORIZED OPERATOR

• MISCELLANEOUS WORK AND ELECTRICAL WIRING ASSOCIATED WITH MOTORIZED OPERATOR FOR NEW

ROLL UP DOOR

MARK DATE DESCRIPTION

2/21/24

IFB# 158725

1 13

E

A

B

C

D

3 4 5 6 7 8 9 10 112 12

176'-8"

ASPHALT SHINGLE ROOF SYSTEM

WITH MECHANICALLY FASTENED

SYNTHETIC UNDERLAYMENT OVER

EXISTING WOOD DECK. WOOD DECK

AND FRAMING TO BE REPAIRED AS

REQUIRED.

14'-4" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 13'-8" 22'-8"

/4

CONTINUOUS PREFINISHED

ALUMINUM DRIP EDGE

CONTINUOUS PREFINISHED

ALUMINUM DRIP EDGE

REMOVE THE ABANDONED BOILER

CHIMNEY TO BELOW THE EXISTING

ROOF DECK, CAP EXISTING FLUE,

AND ROOF OVER WITH THE NEW

SHEATHING AND ROOF SYSTEM.

A-500A-100

A-500A-100

SELF-ADHERED ROOFING

SYSTEM - APPEARANCE TO

MATCH SHINGLE ROOF. WOOD

DECK AND FRAMING TO BE

REPAIRED AS REQUIRED.

(E) FLUE, DETACH,

STORE, AND RE-INSTALL

AFTER OTHER WORK IS

COMPLETE. SEE DETAIL

7/A-500.

REPAIR DAMAGE TO ROOF

SHEATHING AND FRAMING,

SEE PHOTOGRAPHS,

SHEET A-500

A-100 A-200

A-100 A-200

A-100 A-200

A-100 A-200

1 13

E

A

B

C

D

3 4 5 6 7 8 9 10 112 12 14'-4" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 13'-8" 22'-8"

5'-4" 4'-0" 6'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 23'-4"

176'-8"

8" 13'-0" 1'-4" 12'-8" 1'-4" 12'-8" 1'-4" 12'-8" 1'-4" 12'-8" 1'-4" 12'-8" 1'-4" 12'-8" 1'-4" 12'-8" 1'-4" 2'-4" 8'-0" 2'-4" 1'-4" 12'-8" 1'-4" 13'-0" 8'-0" 6'-8" 8'-0"

(EXISTING CONCRETE

PAVING TO REMAIN - TYP.)

BID ADDITITVE ITEM

#2:

NEW INSULATED

OVERHEAD DOOR

AND MOTORIZED

OPERATOR.

OPERATOR VOLTAGE

AND HP TO MATCH

DEMOLISHED. SERVE

DOOR MOTOR FROM

EXISTING BRANCH

CIRCUIT WITH 2 #12

AND 1 #12 GROUND

IN 1/2" CONDUIT.

BID ADDITIVE ITEM #1:

PAINT ALL EXISTING SURFACES

(EXTERIOR AND INTERIOR)

INCLUDING WOOD JOISTS AND ROOF

DECK, STEEL BEAMS, AND CMU (TYP).

REMOVE THE ABANDONED

BOILER CHIMNEY TO BELOW THE

EXISTING ROOF DECK, CAP

EXISTING FLUE, AND ROOF OVER

WITH THE NEW SHEATHING AND

ROOF SYSTEM.

REPAIR SALT DAMAGED CMU WALLS AND

COLUMNS AND APPLY PROSOCO SALTGUARD

OR EQUAL TO MASONRY AND CONCRETE

SURFACES (SEE STRUCT. DWGS.). APPLY

EXTERIOR EPOXY COATING TO 5'-0" ABOVE

GRADE INSIDE OF EQUIPMENT BAYS (TYP.).

PROVIDE PRECAST CONCRETE

WHEEL STOPS, TYP.

NEW FIBER CEMENT

LAP SIDING (6") AND

TRIM ON EXTERIOR

(TYP.). PAINT

EXTERIOR.

BID ADDITIVE ITEM #1:

REGLAZE, SEAL, AND

PAINT ALL EXISTING

WINDOWS (TYP.)

BID ADDITIVE ITEM #1:

REGLAZE, SEAL, AND

PAINT ALL EXISTING

WINDOWS (TYP.)

4'-0" 8"

A-500A-100

A-500A-100

A-500A-100 NEW SLAB SLOPED TO DRAIN.

SEE STRUCTURAL DRAWINGS.

/8

REPAIR SALT DAMAGED CMU WALLS AND

COLUMNS AND APPLY PROSOCO SALTGUARD

OR EQUAL TO MASONRY AND CONCRETE

SURFACES (SEE STRUCT. DWGS.). APPLY

EXTERIOR EPOXY COATING TO 5'-0" ABOVE

GRADE INSIDE OF EQUIPMENT BAYS (TYP.).

STORAGE

103103

GARAGE

107107

OPEN GARAGE

106106

MAINTENANCE

105105

OPEN GARAGE

102102 OPEN GARAGE

104104

PROVIDE PRECAST

CONCRETE WHEEL STOPS,

TYP.

REMOVE (E) FIRE EXTINGUISHER

AND REINSTALL ONCE WALL IS

COMPLETE.

OPEN GARAGE

101101

(E) FLUE TO BE REMOVED

AND REINSTALLED. ATTACH

TO EXISTING SURFACES.

(E) AC UNIT TO BE

REMOVED AND

REINSTALLED. ATTACH TO

EXISTING SURFACES.

A-501

A-100

(E) SLAB TO REMAIN

GAS UNIT HEATER AND

FLUE PIPING NOT IN

SCOPE

BAY 10BAY 9BAY 8BAY 7BAY 6BAY 5BAY 4BAY 3BAY 2BAY 1

(E) SLAB TO REMAIN

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:1

P

M

1/8" = 1'-0"

A-100

FLOOR AND ROOF

PLAN

2230310

02/24/2024

JCO/DFB

SPL/WP

SPL

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

4 10

PLAN

NORTH

1/8" = 1'-0"

ROOF PLANROOF PLAN

PLAN

NORTH

1/8" = 1'-0"

FLOOR PLANFLOOR PLAN

MARK DATE DESCRIPTION

FLOOR

0' - 0"

EAVE

11' - 10 3/4"

34567891011 212

176'-8"

14'-4"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"13'-8"22'-8"

MINERAL SURFACE ROLL-ROOFING

SYSTEM - APPEARANCE TO MATCH

SHINGLE ROOF. REPAIR WOOD DECK

AS REQUIRED.

2" CONTINOUS PREFINISHED

ALUMINUM DRIP EDGE

REPAIR SALT DAMAGED CMU WALLS AND

COLUMNS (SEE STRUCT. DWGS.) AND APPLY

WATER REPELLENT 'SALTGUARD' COATING

AND EXTERIOR EPOXY COATING TO BOTTOM

5'-0" ABOVE GRADE INSIDE OF EQUIPMENT

BAYS (TYP.).

PROVIDE PRECAST CONCRETE

WHEEL STOPS AND POSITIVELY

DRAINED COMPACTED 21A STONE

(TYP.).

BID ADDITIVE ITEM #1:

PREP, PRIME, AND PAINT ALL

EXISTING SURFACES (EXTERIOR FULL

HEIGHT AND INTERIOR ABOVE 5'-0")

INCLUDING WOOD JOISTS AND ROOF

DECK, STEEL BEAMS, AND CMU (TYP).

BID ADDITIVE ITEM #1:

REGLAZE, SEAL, AND

PAINT ALL EXISTING

WINDOWS (TYP.)

NEW HORIZONTAL FIBER CEMENT

SIDING AND TRIM ON EXTERIOR,

WITH 2X LUMBER CORNER

BOARDS. PAINT INTERIOR AND

EXTERIOR, 2 COATS.

A-500A-100

2X PRESSURE TREATED

LUMBER TO MINIMUM

OF 6" ABOVE GRADE.

PAINT TO MATCH

SIDING, 2 COATS

A-500A-100

FLUE: DETACH, STORE, AND

RE-INSTALL AFTER OTHER

WORK IS COMPLETE.

NEW PREFINISHED

ALUMINUM HEAD

FLASHING AND FIBER

CEMENT TRIM. PAINT

EXISTING DOOR.

REPAIR EXISTING ROOF

DAMAGE: SEE PHOTOS

AT BOTTOM OF A-500.

REPAIR EXISTING ROOF

DAMAGE: SEE PHOTOS

AT BOTTOM OF A-500.

6'-8"

BID ADDITIVE ITEM #1:

SCRAPE OFF ALL LOOSE

AND FLAKING PAINT.

PREP, PRIME, AND PAINT

ALL EXTERIOR CMU

WALLS.

(E) AC UNIT TO REMAIN

REMOVE (E) SIGN AND

TURNOVER TO VDOT.

DEMO (E) 1"X6" FASCIA BOARD COMPLETE.

INSTALL (N) FASCIA TO SUPPORT (N) TRIM.

VERIFY EXISTING SIZE IN FIELD PRIOR TO

PLACING MATERIAL ORDER. SEE GENERAL

NOTE #1.

FLOOR

0' - 0"

EAVE

11' - 10 3/4"

1 13

3 4 5 6 7 8 9 10 112 12

176'-8"

14'-4" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 13'-8" 22'-8"

ASPHALT SHINGLE ROOF SYSTEM

WITH MECHANICALLY FASTENED

SYNTHETIC UNDERLAYMENT OVER

FULLY ADHERED ICE AND WATER

SHIELD COVERING ENTIRE DECK.

EXISTING WOOD DECK TO BE

REPAIRED AS REQUIRED.

REPAIR SALT DAMAGED CMU WALLS AND

COLUMNS (SEE STRUCT. DWGS.) AND APPLY

WATER REPELLENT 'SALTGUARD' COATING

AND EXTERIOR EPOXY COATING TO BOTTOM

5'-0" ABOVE GRADE INSIDE OF EQUIPMENT

BAYS (TYP.).

2" CONTINOUS PREFINISHED

ALUMINUM DRIP EDGE

PROVIDE PRECAST CONCRETE

WHEEL STOPS AND POSITIVELY

DRAINED COMPACTED 21A STONE

(TYP.).

BID ADDITIVE ITEM #1:

PREP, PRIME, AND PAINT ALL EXISTING

SURFACES (EXTERIOR FULL HEIGHT AND

INTERIOR ABOVE 5'-0") INCLUDING WOOD

JOISTS AND ROOF DECK, STEEL BEAMS,

AND CMU (TYP).

A-500A-100

BID ADDITIVE ITEM #2:

NEW INSULATED OVERHEAD DOOR AND MOTORIZED OPERATOR.

OPERATOR VOLTAGE AND HP TO MATCH DEMOLISHED. SERVE

DOOR MOTOR FROM EXISTING BRANCH CIRCUIT WITH 2 #12 AND

1 #12 GROUND IN 1/2" CONDUIT.

FLOOR

0' - 0"

EAVE

11' - 10 3/4"

E ABCD

4'-0 1/4" 14'-8" 13'-4" 9'-4" 10'-8" 6'-0"

MINERAL SURFACE ROLL-ROOFING

SYSTEM - APPEARANCE TO MATCH

SHINGLE ROOF. REPAIR WOOD DECK

AND FRAMING IN-KIND AS REQUIRED.

2" CONTINOUS PREFINISHED

ALUMINUM DRIP EDGE

BID ADDITIVE ITEM #1:

PREP, PRIME, AND PAINT ALL

EXISTING SURFACES (EXTERIOR FULL

HEIGHT AND INTERIOR ABOVE 5'-0")

INCLUDING WOOD JOISTS AND ROOF

DECK, STEEL BEAMS, AND CMU (TYP).

BID ADDITIVE ITEM #1:

REGLAZE, SEAL, AND

PAINT ALL EXISTING

WINDOWS (TYP.)

SIDING, SOFFIT, FASCIA AND RAKE

TRIM REPLACEMENT AT END WALLS

AND EAVES WITH NEW FIBER

CEMENT SIDING AND TRIM (TYP.).

SEE GENERAL NOTE #1.

A-500A-100

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

'-0

(E) FLUE: DETACH, STORE,

AND RE-INSTALL AFTER

OTHER WORK IS COMPLETE.

SEE DETAIL 7/A-500.

REPLACE

WITH NEW

PREFINISHED

LOUVER OF

SAME SIZE.

VERIFY IN

FIELD.

6'-8"

6'-8"

FACTORY PRIMED FIBER-CEMENT

LAP SIDING (6" EXPOSURE), PAINT IN

FIELD, 2 COATS.

M I N

A-500

A-200

FLOOR

0' - 0"

EAVE

11' - 10 3/4"

EA B C D

6'-0" 10'-8" 9'-4" 13'-4" 14'-8" 4'-0 1/4"

ASPHALT SHINGLE ROOF SYSTEM

WITH MECHANICALLY FASTENED

SYNTHETIC UNDERLAYMENT OVER

EXISTING WOOD DECK. WOOD

DECK AND FRAMING TO BE

REPAIRED IN-KIND AS REQUIRED.

2" CONTINOUS PREFINISHED

ALUMINUM DRIP EDGE

BID ADDITIVE ITEM #1:

PREP, PRIME, AND PAINT ALL

EXISTING SURFACES (EXTERIOR FULL

HEIGHT AND INTERIOR ABOVE 5'-0")

INCLUDING WOOD JOISTS AND ROOF

DECK, STEEL BEAMS, AND CMU (TYP).

BID ADDITIVE ITEM #1:

REGLAZE, SEAL, AND

PAINT ALL EXISTING

WINDOWS (TYP.)

SIDING, SOFFIT, FASCIA AND RAKE

TRIM REPLACEMENT AT END WALLS

AND EAVES WITH NEW FIBER

CEMENT SIDING AND TRIM (TYP.).

SEE GENERAL NOTE #1.

A-500A-100

1'-0" / 1'-0"

REPLACE WITH NEW

PREFINISHED LOUVER OF

SAME SIZE. VERIFY IN FIELD.

6'-8"

'-0

" M I N

. 1" / 1'-0"

DEMO (E) PLYWOOD SHEATHING

COMPLETE, INSTALL (N) 1/2"

SHEATHING WITH BUILDING

WRAP.

FACTORY PRIMED FIBER CEMENT

LAP SIDING (6" EXPOSURE),

PAINTED IN FIELD, 2 COATS.

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY ALL

EXISTING DIMENSIONS AND

CONDITIONS IN FIELD PRIOR TO

STARTING DEMOLITION. VERIFY

ALL SIZES IN FIELD PRIOR TO

PLACING MATERIAL ORDER.

REPLACE EXISTING WITH NEW TO

MATCH EXISTING SIZE.

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:1

P

M

1/8" = 1'-0"

A-200

EXTERIOR

ELEVATIONS

2230310

02/24/2024

JCO/DFB

SPL/WP

SPL

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

5 10

1/8" = 1'-0"A-100 A-200

1 EXTERIOR ELEVATION - PLAN NORTH

1/8" = 1'-0"A-100 A-200

2 EXTERIOR ELEVATION - PLAN SOUTH

1/8" = 1'-0"A-100 A-200

3 EXTERIOR ELEVATION - PLAN EAST

1/8" = 1'-0"A-100 A-200

4 EXTERIOR ELEVATION - PLAN WEST

MARK DATE DESCRIPTION

FLOOR

0' - 0"

EAVE

11' - 10 3/4"

EA

B C D

A-500A-100

48'-0"

10'-8" 9'-4" 13'-4" 14'-8"

1" / 1'-0"

1'-0" / 1'-0"

A-500

A-500 A-500

A-500

BID ADDITIVE ITEM #2:

NEW INSULATED OVERHEAD

DOOR AND MOTORIZED

OPERATOR. MOTORIZED

OPERATOR VOLTAGE AND HP TO

MATCH DEMOLISHED. SERVE

DOOR MOTOR FROM EXISTING

BRANCH CIRCUIT WITH 2 #12 AND 1

#12 GROUND IN 1/2" CONDUIT.

6'-8" 6'-8"

FLOOR

0' - 0"

EAVE

11' - 10 3/4"

1 13

3 4 5 6 7 8 9 10 112 12

A-500A-100

14'-4" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 13'-8" 22'-8"

176'-8"

A-501

A-500

BID ADDITIVE ITEM #1:

REGLAZE, SEAL, AND

PAINT ALL EXISTING

WINDOWS (TYP.)

SIDING, SOFFIT, FASCIA AND RAKE

TRIM REPLACEMENT AT END WALLS

AND EAVES WITH NEW FIBER

CEMENT SIDING AND TRIM (TYP.).

VERIFY EXISTING SIZES IN FIELD

PRIOR TO PLACING MATERIAL

ORDER. SEE GENERAL NOTE #1.

ASPHALT SHINGLE ROOF SYSTEM WITH

MECHANICALLY FASTENED SYNTHETIC

UNDERLAYMENT OVER FULLY ADHERED

ICE AND WATER SHIELD COVERING

ENTIRE DECK. REPAIR WOOD DECK AND

FRAMING AS REQUIRED.

REPAIR SALT DAMAGED CMU WALLS AND

COLUMNS (SEE STRUCT. DWGS.) AND APPLY

EXTERIOR EPOXY COATING TO 5'-0" ABOVE

GRADE INSIDE OF EQUIPMENT BAYS (TYP.).

PROVIDE PRECAST CONCRETE

WHEEL STOPS AND POSITIVELY

DRAINED CEMENT TREATED

AGGREGATE SURFACING (TYP.).

BID ADDITIVE ITEM #1:

PAINT ALL EXISTING SURFACES

(EXTERIOR AND INTERIOR)

INCLUDING WOOD JOISTS AND ROOF

DECK, STEEL BEAMS, AND CMU (TYP).

6'-8"

FLOOR

0' - 0"

A

HORIZONTAL FIBER

CEMENT LAP SIDING (6"

EXPOSURE)

PRESSURE

TREATED 2X12

WITH PRE-

FINISHED

ALUMINUM BRAKE

METAL FLASHING

ON BOTH SIDES.

EXISTING STUD

1/2" EXTERIOR

PLYWOOD

SHEATHING

(E) SLAB

1/8" / 1'-0"

EAVE

11' - 10 3/4"

A

FIBER CEMENT SOFFIT.

VERIFY DIMENSIONS

REQUIRED IN FIELD. CAULK

JOINT BETWEEN MATERIALS.

PRE-FINISHED

ALUMINUM

DRIP EDGE

EXISTING WOOD DECK.

REPAIR AS REQUIRED.

EXISTING WOOD

FRAMING. REPAIR

AS REQUIRED.

ICE AND WATER

SHIELD

FLASHING TAPE

MINERAL SURFACE

ROLL -ROOF SYSTEM.

APPEARANCE TO

MATCH ASPHALT

SHINGLE ROOF

1" / 1'-0"

1"x8" FIBER CEMENT

FASCIA, MATCH (E)

HEIGHT, VIF

VIF

4'-0"

VIF

2'-0"

EAVE

11' - 10 3/4"

E

FIBER CEMENT SOFFIT.

VERIFY DIMENSIONS

REQUIRED IN FIELD.

CAULK BETWEEN

MATERIALS.

2" PRE-FINISHED

ALUMINUM DRIP EDGE

EXISTING WOOD DECK.

REPAIR AS REQUIRED.

EXISTING WOOD FRAMING.

MECHANICALLY

FASTENED SYNTHETIC

UNDELAYMENT

FLASHING TAPE

ASPHALT SHINGLE ROOF

SYSTEM. APPERANCE TO

MATCH ROLL ROOFING.

1'-0" / 1'-0"

4'-0 1/4"

ROLL ROOFING

LAPS OVER RIDGE

1"X12" FIBER CEMENT TRIM. MATCH (E)

HEIGHT, VIF

1" / 1'-0"

M

IN

REMOVE (E) FLUE CONNECTIONS

AND REINSTALL AFTER OTHER

WORK IS COMPLETE.

(E) FLUE PIPE. REMOVE AND

REINSTALL AFTER OTHER

WORK IS COMPLETE.

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY ALL

EXISTING DIMENSIONS AND

CONDITIONS IN FIELD PRIOR TO

STARTING DEMOLITION. VERIFY

ALL SIZES IN FIELD PRIOR TO

PLACING MATERIAL ORDER.

REPLACE EXISTING WITH NEW TO

MATCH EXISTING SIZE.

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:2

P

M

As indicated

A-500

ARCHITECTURAL

SECTIONS AND

DETAILS

2230310

02/24/2024

JCO/DFB

SPL/WP

SPL

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

6 10

1/8" = 1'-0"A-100 A-500

2 TRANSVERSE SECTION

1/8" = 1'-0"A-100 A-500

1 LONGITUDINAL SECTION

EXAMPLE OF DAMAGE TO

ROOF FRAMING AND

SHEATHING: NORTH

ELEVATION, BETWEEN

COLUMN LINES 5 AND 6.

3/4" = 1'-0"A-100 A-500

3 FIBER CEMENT DETAIL AT GRADE

1/2" = 1'-0"A-500 A-500

4 EAVE DETAIL - ROLL ROOF

1/2" = 1'-0"A-500 A-500

5 EAVE DETAIL - SHINGLE ROOF

EXAMPLE OF DAMAGE TO

WALLS AND COLUMNS:

SOUTH ELEVATION, LOOKING

LOAD BEARING WALL ALONG

COLUMN LINE C. SEE

STRUCTURAL DRAWINGS

FOR REPAIR DETAILS.

EXAMPLE OF DAMAGE TO

ROOF FRAMING AND

SHEATHING: NORTH

ELEVATION, AT COLUMN LINE 2.

1/2" = 1'-0"A-200 A-500

6 FLUE ATTACHMENT DETAIL

NOTE: ALTERATIONS TO THE GAS HEATER FLUE PIPING SYSTEM

IS NOT IN THE SCOPE OF WORK. CONTRACTOR SHALL REMOVE

FLUE PIPING AS NEEDED TO PERFORM WORK AND REINSTALL AS

AT PRESENT.

MARK DATE DESCRIPTION

EAVE

11' - 10 3/4"

PRE-FINISHED

ALUMINUM

DRIP EDGE

EXISTING WOOD

DECK

EXISTING WOOD

FRAMING. REPAIR

AS REQUIRED.

SYNTHETIC

UNDERLAYMENT,

LAP SIDES PER

SPECIFICATIONS

FLASHING TAPE

ASPHALT SHINGLE OR

MINERAL SURFACE

ROLL ROOFING

1/2" PLYWOOD

SHEATHING

FACTORY PRIMED

HORIZONTAL

FIBER CEMENT

LAP SIDING (6"

EXPOSURE)

PAINTED IN FIELD,

2 COATS

CAULK

1"X8"

HORIZONTAL

FIBER CEMENT

TRIM

1X6 FIBER CEMENT

FASCIA

WATER

RESISTIVE

BARRIER ON

WALL

SHEATHING

1X3 FIBER CEMENT

RAKE

Z FLASHING

A

STORAGE

103103

(E) WALL FRAMING

HORIZONTAL FIBER

CEMENT LAP SIDING

(6" EXPOSURE)

LEAVE 1/4"GAP,

CAULKED

1X4 FIBER CEMENT

TRIM (SIDES)

1X6 FIBER CEMENT

TRIM (FRONT AND

BACK)

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:2

P

M

3/4" = 1'-0"

A-501

DETAILS

2230310

02/24/2024

JCO/DFB

WP

SJT

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

7 10

3/4" = 1'-0"A-500 A-501

1 RAKE DETAIL

3/4" = 1'-0"A-100 A-501

2 STORAGE 103 SIDING DETAIL

MARK DATE DESCRIPTION

P1

P2

P3

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 BAY 8 BAY 9 BAY 10

P4

P5

P6

P7

P8

P9

P10

P11

P13 P16

P17P14

P12

P15

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:2

P

M

1/8" = 1'-0"

A-601

EXISTING

CONDITIONS

PHOTOGRAPHS

2230310

02/24/2024

JCO

SJT

SJT

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

8 10

EXISTING CONDITIONS - WEST ELEVATION

MARK DATE DESCRIPTION

EXISTING CONDITIONS - NORTH ELEVATION

EXISTING CONDITIONS - EAST ELEVATION

EXISTING CONDITIONS - SOUTH ELEVATION

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:2

P

M

A-602

EXISTING

CONDITIONS

PHOTOGRAPHS

2230310

02/24/2024

JCO

SJT

SJT

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

9 10

P9 - BAY 7 ELEVATION

MARK DATE DESCRIPTION

P10 - BAY 7 REAR WALL CMU

P1 - BAY 1 COLUMN

P2 - BAY 3 ELEVATION

P3 - BAY 3 REAR WALL CMU

EXAMPLE OF DAMAGE TO

CMU AND CONCRETE

BASE.

SEE DRAWINGS ON S-101

FOR REPAIR DETAIL

P6 - BAY 4 REAR WALL CMU

P4 - BAY 3 COLUMN

P5 - BAY 4 ELEVATION

P7 - BAY 4 COLUMN

P8 - BAY 4 COLUMN

1. PHOTOGRAPHS DO NOT SHOW ALL CONDITIONS

2. PHOTOGRAPHS & NOTES ARE REPRESENTATIVE OF TYPICAL CONDITIONS AT WALLS AND COLUMNS TO BE

REPAIRED.

3. REFER TO STRUCTURAL SHEETS FOR REPAIR DETAILS

SHEET NOTES

EXAMPLE OF DAMAGE TO

CMU AND CONCRETE

BASE.

SEE DRAWINGS ON S-101

FOR REPAIR DETAIL

EXAMPLE OF DAMAGE TO

CMU AND CONCRETE

BASE.

SEE DRAWINGS ON S-101

FOR REPAIR DETAIL

EXAMPLE OF DAMAGE TO

CMU.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF DAMAGE TO

CMU.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF DAMAGE TO

CMU.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF DAMAGE TO

CMU.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF DAMAGE TO

CMU AND CONCRETE

BASE.

SEE DRAWINGS ON S-101

FOR REPAIR DETAIL

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

PROJECT CODE

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

223 SOUTH WEST STREET

RALEIGH, NC 27603

(984) 255-0140

REVISIONS

Design like YOU mean it!

SHEET # OF

C U s e rs \s to b in

\D o c u m e n ts \D

J G

-R V

T

-V

D O

T -S

T O

N Y

C R

E E

K -A

R C

H C

E N

T R

A L s e a n jt o b in s e a n jt o b in

.r v t

/2

/2

:3

:3

P

M

A-603

EXISTING

CONDITIONS

PHOTOGRAPHS

2230310

02/24/2024

JCO

SJT

SJT

14072 BLUE STAR HWY,

STONY CREEK, VA

23882

501-B3501-001

STONY CREEK

HEADQUARTERS

EQUIPMENT

STORAGE

BUILDING REPAIRS

10 10

MARK DATE DESCRIPTION

P12 - BAY 8 COLUMN

1. PHOTOGRAPHS DO NOT SHOW ALL CONDITIONS

2. PHOTOGRAPHS & NOTES ARE REPRESENTATIVE OF TYPICAL CONDITIONS AT WALLS AND COLUMNS TO BE

REPAIRED.

3. REFER TO STRUCTURAL SHEETS FOR REPAIR DETAILS

SHEET NOTES

P11 - BAY 8 ELEVATION

P13 - BAY 8 - REAR WALL CMU

P15 - BAY 8 REAR WALL CMU

P14 - BAY 8 REAR WALL CMU

P17 - BAY 10 REAR WALL

CMU DAMAGE AND DECAY

P16 - BAY 10 CMU DECAY

AT OPENING

EXAMPLE OF DAMAGE TO

CONCRETE COLUMN BASE.

SEE DRAWINGS ON S-101

FOR REPAIR DETAIL

EXAMPLE OF DAMAGE TO

CMU.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF CMU

SPALLING.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF

DAMAGE TO CMU.

SEE DRAWINGS ON

S-100, S-101 FOR

FURTHER

INFORMATION

EXAMPLE OF DAMAGE TO

CMU.

SEE DRAWINGS ON S-100,

S-101 FOR FURTHER

INFORMATION

EXAMPLE OF

DAMAGE TO CMU.

SEE DRAWINGS ON

S-100, S-101 FOR

FURTHER

INFORMATION

EXAMPLE OF

DAMAGE TO CMU.

SEE DRAWINGS ON

S-100, S-101 FOR

FURTHER

INFORMATION

EXAMPLE OF

DAMAGE TO CMU.

SEE DRAWINGS ON

S-100, S-101 FOR

FURTHER

INFORMATION