ATTACHMENT A Drawings 151 N Main St and 118 W Davis St Exterior Repairs.pdf

NOTED

NEW WORK

PLAN

ARCHITECTURE PC

S A N D E R S

16125 RACCOON FORD RD

CULPEPER, VIRGINIA 22701

(v)540-829-2590

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REVISIONS:

DATE:

CHECKED:

DRAWN:

SCALE:

PROJECT #:

DAS

04-22-26

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04-22-26

CS.1

CODE INFORMATION - 2021VEBC

2021 VCC REFERENCES SHOWN IN PARENTHESIS (000.0)

103.9 PROPOSED WORK CONSISTS OF REPAIRS & LEVEL1

ALTERATIONS: REPLACEMENT OF EXISTING FASCIA TRIM &

GUTTER & RE-FINISHING EXTERIOR TRIM & DORMER

WINDOWS

301.2 OCCUPANCY & USE PER VCC - NO CHANGE

404.2 ACCESSIBILITY COMPLY WITH VCC CHAPTER 11 AS

MODIFIED BY 404.3 & 404.4 UNLESS TECHNICALLY INFEASIBLE.

404.3 ACCESSIBLE ROUTE TO PRIMARY FUNCTION AREAS NO

CHANGE

404.4.1 ENTRANCES - NO CHANGE TO EXISTING

ACCESSIBLE ENTRANCES

404.4.13 ALLOWABLE THRESHOLD HEIGHT = 3/4" MAX.

601.2.1 LEVEL 1 ALTERATIONS - REPAIR AND

REPLACEMENT OF EXISTING TRIM AND ELEMENTS

(305) BUILDING PLANNING

B GOVERNMENT OFFICE BUSINESS USE

CONSTRUCTION TYPE: 2B

NO CHANGE PROPOSED TO USE, CONSTRUCTION TYPE, AREA

OR OCCUPANCY

BASE BID & ALTERNATES

CONTRACT BASE BID WORK INCLUDES ALL DEMOLITION & NEW CONSTRUCTION

REQUIRED TO MEET DESIGN INTENT. PRIOR TO SUBMITTING A BID, CONTRACTORS

MUST VISIT THE SITE AND OBSERVE & UNDERSTAND EXISTING CONDITIONS

INCLUDING ACCESS TO WORK, TIMING OF REPLACEMENT AND CONDITION OF

EXISTING ELEMENTS AS REQUIRED TO COMPLETE NEW WORK. CONTRACTOR MUST

MAINTAIN REQUIRED BUILDING EXITS AND PROTECT ADJACENT SIDEWALK,

PEDESTRIANS AND TRAFFIC. COORDINATE ANY PARKING OR SIDEWALK CLOSURES

WITH THE TOWN OF CULPEPER.

ADD ALTERNATE #1: TBD

WORK BY OTHERS

1. SECURITY, CARD READERS RELOCATION AND RE-INSTALLATION

2. ITEMS SPECIFICALLY IDENTIFIED AS "BY OTHERS" OR N.I.C.

3. DISCONNECTING & RE-CONNECTING SECURITY SYSTEM & ACCESS

CONTROL AT DOORS TO BE REPLACED WILL BE BY OTHERS.

CONTRACTOR TO COORDINATE WORK SCHEDULE REQUIRING BUILDING

ACCESS AND SECURITY DISABLING WITH OWNER / SECURITY VENDOR AS

PART OF THIS CONTRACT.

DRAWING LIST

CS.1 COVER SHEET

A1.1 ALTERATION PLANS & DETAILS

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M A

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ABV. ABOVE

A.C.T. ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

ADJ. ADJUSTABLE

ALT. ALTERNATE

ALUM. ALUMINUM

ARCH. ARCHITECTURAL

B.F.F. BELOW FINISHED FLOOR

BSMT BASEMENT

BLK'G BLOCKING

B.O. BOTTOM OF

BOT. BOTTOM

BD BOARD

BLDG. BUILDING

C.T. CERAMIC TILE

CLG. CEILING

CLO. CLOSET

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONST CONSTRUCTION

DBL DOUBLE

DWG DRAWING

DTL. DETAIL

EX. EXISTING

E.C. ELECTRICAL CONTRACTOR

ELEC. ELECTRICAL

ELEV. ELEVATION

EQ. EQUIVALENT

EXP. EXPANSION

EXT. EXTERIOR

F.G. FIBERGLASS

F.F. FINISHED FLOOR

BRD. FINISH

FLR. FLOOR

FND. FOUNDATION

FRMG. FRAMING

FT. FOOT/FEET

FTG. FOOTING

G.C. GENERAL CONTRACTOR

GWB GYPSUM WALLBOARD

GA. GAUGE

GALV. GALVANIZED

HVAC HEATING, VENTILATION & AIR

CONDITIONING

HW HARDWARE

HDR. HEADER

HGT. HEIGHT

HORIZ. HORIZANTAL

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

JT. JOINT

L.F. LINEAR FOOT

M.C. MECHANICAL CONTRACTOR

MR MOISTURE RESISTANT BOARD

MANUF. MANUFACTURED

MAX. MAXIMUN

MECH. MECHANICAL

MIN. MINIMUM

MTL. METAL

O.C. ON CENTER

PTD PAINTED

PL PLATE

P.C. PLUMBING CONTRACTOR

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

P.T. PRESSURE TREATED

PERIM. PERIMETER

PLUMB. PLUMBING

R.O. ROUGH OPENING

RWC RAIN WATER CONDUCTOR

REINF. REINFORCED

REQ. REQUIRED

RESP. RESPONSIBLE

RET. RETURN

RM ROOM

S.F. SQUARE FEET

S.S.R STANDING SEAM ROOF

SCHED. SCHEDULE

STD. STANDARD

STL. STEEL

STOR. STORAGE

T&G TONGUE & GROOVE

TEMP. TEMPORARY

T.O. TOP OF

TYP. TYPICAL

U.G. UNDERGROUND

U.N.O. UNLESS NOTED OTHERWISE

VWC VINYL WALLCOVERING

VERT. VERTICAL

V.C.T. VINYL COMPOSITE TILE

W/ WITH

W/O WITHOUT

W.W.F. WELDED WIRE FABRIC

WD. WOODA

BB

RE

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ELEVATION

ELEVATION

SHEET WHERE ELEVATION

DRAWING NUMBER

DETAIL

SECTION

SHEET WHERE DETAIL

DRAWING NUMBER

SHEET WHERE SECTION

DRAWING NUMBER

MATCH LINE

COLUMN BUBBLES

WALL TYPE

ROOM NUMBER

KEYED NOTES

WINDOW TYPE

DOOR NUMBER

MATCH LINE

SEE 02/A2.03

A

IS LOCATED

IS LOCATED

IS LOCATED

AND GRID LINES

INDICATOR

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BRICK

POROUS FILL

CONCRETE

CMU - CONCRETE

MASONRY UNIT

EARTH

STONE

METAL

FINISHED WOOD

GLASS

ACOUSTICAL TILE

GPDW - GYPSUM

BATT INSULATION

WALL BOARD

PLYWOOD

RIGID INSULATION

REVISION

ALL TRADES SHALL BE RESPONSIBLE FOR THE CONTENTS

CONTAINED HEREIN, AND FOR THE INFORMATION REPRESENTED

ON ALL SHEETS. THESE CONSTRUCTION DOCUMENTS HAVE BEEN

PRODUCED WITH THE INTENTION OF BEING USED AS A SINGULAR

TOOL FOR THE CONSTRUCTION OF THIS PROJECT. NO SINGLE

DRAWING WILL STAND ALONE, AND AT NO TIME WILL THE

ARCHITECT OR OWNER BE RESPONSIBLE FOR ACTIONS TAKEN BY

A CONTRACTOR OR SUBCONTRACTOR WHO HAS NOT

REVIEWED, AND IS NOT IN POSSESSION OF A FULL WORKING SET

OF DOCUMENTS. BE ADVISED, THERE MAY BE NOTES ON A

DRAWING FOR ONE SPECIFIC TRADE THAT WILL PERTAIN TO THE

WORK OF OTHER TRADES. GENERAL CONTRACTOR IS

RESPONSIBLE FOR THE CLEAR COMMUNICATION BETWEEN ALL

TRADES, AND THAT ALL WORKERS HAVE ADEQUATELY REVIEWED

ALL DRAWINGS AND LOCATED ALL WORK THAT WOULD FALL

UNDER THEIR RESPONSIBILITY.

NOTICE TO CONTRACTOR & ALL

TRADES

BUILDING PERMIT & ANY TOWN PERMITS REQUIRED WILL BE FILED

AND FEES PAID BY GENERAL CONTRACTOR.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY

SHORING, BRACING & WEATHER PROTECTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROTECTION

AND BARRICADING OF PUBLIC AREAS AND NEIGHBORING

PROPERTIES

CONTRACTOR SHALL COMPLY WITH ALL PERTINENT RULES,

REGULATIONS, ORDINANCES, AND LAWS MANDATED BY LOCAL,

STATE, AND FEDERAL AGENCIES.

PRIOR TO CONSTRUCTION, EXAMINE ALL PROJECT

SPECIFICATIONS, DRAWINGS, AND VISIT THE SITE TO DEVELOP A

COMPLETE UNDERSTANDING OF THE PROJECT SCOPE. FAILURE

TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS

RESPONSIBILITY TO PERFORM ALL WORK REQUIRED FOR A

COMPLETE INSTALLATION. UPON REVIEW OF THESE

DOCUMENTS, ADVISE THE ARCHITECT IN A TIMELY MANNER OF

ANY DISCREPANCIES WHICH WILL EFFECT THE WORK REQUIRED

SO THAT THE ARCHITECT MAY PROVIDE DIRECTION PRIOR TO

BEGINNING AFFECTED WORK.

GENERAL NOTES

COUNTY OF CULPEPER

GILES H. MILLER BUILDING EXTERIOR REPAIRS

CULPEPER COUNTY, VIRGINIA

BG-26-

SITE

N

PROJECT CONTACTS

OWNER

COUNTY OF CULPEPER

PAUL HOWARD

OWNER'S REPRESENTATIVE

540.727.3409

DAVIS MEANS - COUNTY OF

CULPEPER PROJECT MANAGER

540.219.3785

ARCHITECT

SANDERS ARCHITECTURE, PC

DEX SANDERS

540.829.2590

CODE INFORMATION - 2021VEBC

SUMMARY OF WORK

THIS WORK INCLUDES REPAIR & REPLACEMENT OF EXISTING

EXTERIOR FACADE MATERIALS & ELEMENTS AS PART OF

SCHEDULED BUILDING MAINTENANCE.

1. CONTRACTOR MUST FIELD MEASURE THE EXISTING

CONDITIONS AND PROVIDE NEW TRIM TO MATCH THE

EXISTING. SIZES SHOWN ON THIS PLAN ARE NOMINAL

AND MUST BE CAREFULLY FIELD MEASURED BEFORE

FABRICATION. VISITING THE SITE AND CONFIRMING

EXISTING CONDITIONS ARE A MANDATORY PART OF

BIDDING AND CONSTRUCTION FOR THIS WORK.

2. EXTENT OF EXTERIOR PAINTING SHALL INCLUDE ALL

PAINTED ITEMS AT THE CORNICE LEVEL AND THOSE

SPECIFICALLY IDENTIFIED BELOW THE CORNICE LEVEL.

3. BIDDERS ARE NOTIFIED THAT LEAD PAINT IS ASSUMED TO

BE PRESENT IN THE WORK AREA. CONTRACTORS ARE

RESPONSIBLE FOR ANY TRAINING REQUIRED FOR

WORKERS DISTURBING LEAD PAINT.

4. A PERMIT FROM THE TOWN OF CULPEPER IS REQUIRED TO

CLOSE ANY STREETS OR SIDEWALKS FOR LIFTS OR

SCAFFOLDING.

5. COORDINATE WITH THE TOWN OF CULPEPER TO SHIELD

ANY OVERHEAD ELECTRICAL LINES TO PROTECT

WORKERS.

6. REMOVE AND DISPOSE OF ALL EXCESS MATERIALS &

TRASH OFF-SITE.

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06/A6.01

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NOTED

NEW WORK

PLAN

PLAN NOTES:

1. REPLACE EXISTING GUTTER ALL AROUND. RE-USE & RE-SEAL

EXISTING DOWNSPOUTS.

2. REPLACE EXISTING TRIM MOLDING UNDER GUTTERS ALL

AROUND - SEE SECTION DETAIL THIS SHEET.

3. REPAIR, SCRAPE, SAND, PREP, SEAL AND RE-PAINT CORNICE &

SOFFIT TRIM ALL AROUND

4. REPLACE LOWER LEVEL GUTTERS ALL AROUND

5. REMOVE LOOSE SECTIONS OF EX. PAINT DOWN TO BARE

WOOD. FILL EDGES OF SOFT WOOD AND EXPOSED SURFACES

WITH ABATRON LIQUID WOOD WHERE APPLICABLE. REPAIR

LARGER VOIDS AND GAPS IN WOOD SURFACE FLUSH WITH

ABATRON WOOD EPOX. RE-FINSH WOOD & PAINT ENTIRE

DORMER.

ARCHITECTURE PC

S A N D E R S

16125 RACCOON FORD RD

CULPEPER, VIRGINIA 22701

(v)540-829-2590

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REVISIONS:

DATE:

CHECKED:

DRAWN:

SCALE:

PROJECT #:

DAS

04-22-26

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04-22-26

A1.1

ROOF PLAN

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

ROOF EAVE TRIM REPAIR DETAIL

SCALE: 3" = 1'-0"

1' -0

1 2" 51 2"

7"21 2"

4"

41 4" 81 4"

8" 23

8"

21 4" 1"

2" 31 2"

1' -6

" 91 2"

33 4" 33 8"

11 2" 21 4"

5"

REPAIR, PREP & RE-PAINT

EX. SOFFIT TRIM ALL AROUND

REPLACE EX. TRIM W/

NEW SHOP PRIMED / BACK PRIMED

WP52 ACCOYA WD TRIM W/ SEALANT

NEW CONT. WHITE 0.040 ALUM. FLASH'G

BEHIND GUTTER & OVER WP52 TRIM W/

CONT. SEALANT BETWEEN GUTTER &

FLASH'G

EX. CLAD FASCIA TRIM TO REMAIN -

CLEAN & SEAL EDGES

SCRAPE, PREP & RE-PAINT

EX. WD DENTIL & SOFFIT TRIM

NEW WHITE GUTTER ANCHORS @ 24"OC

NEW 5" WHITE, 0.032 THICKNESS

OGEE PROFILE GUTTERS ALL AROUND -

SEAL ALL JOINTS AND LEADER

CONNECTIONS TO GUTTERS DO NOT LEAK

WHEN FULL OF WATER

EX. DRIP FLASH'G

TO REMAIN

PROTECT EX. SLATE TO REMAIN

NEW FLASH'G FASTENER @ 24" OC MAX.

BEHIND EX. GUTTER TRIM

DORMER WINDOW REPAIR IMAGE

SCALE: NONE

FILL VOID W/

ABATRON WOODEPOX

& RE-PRIME AND FINISH PAINT

5 5 5 5 5

DORMER WINDOW REPAIR IMAGE

SCALE: NONE

REMOVE ALL PAINT DOWN TO

BARE WOOD - APPLY ABATRON LIQUID WOOD

TO ENTIRE ROOF GABLE SILL, SAND AND PAINT

EX. MTL. COPING TO REMAIN

EX. MTL. COPING TO REMAIN

LOW SLOPE ROOF

LOW SLOPE ROOF

LOW SLOPE ROOF

SPECIFICATIONS

09900 PAINTING

1. PREPARE ALL SURFACES FOR COATINGS & APPLY COATINGS AS RECOMMENDED BY THE MFG.

SPECIFICATIONS BELOW BASED ON SHERWIN-WILLIAMS. NOTE THAT EXPOSED ALUM., BRASS,

CHROME, STAINLESS STEEL, ETC. TO BE LEFT UNFINSHED. DO NOT PAINT OVER TAGS & LABELS.

2. NO SPRAY APPLICATION OF PAINT IN FIELD.

3. EXTENT OF COATING IN CONTRACT INCLUDES: EXTERIOR WOOD TRIM & SIDING (DORMERS)

4. PRIOR TO APPLICATION OF ANY COATING, PAINTING CONTRACTOR WILL EXAMINE THE SUBSTRATE

TO BE COATED. APPLICATION OF PAINT DEMONSTRATES PAINTING CONTRACTOR'S ACCEPTANCE

OF SUBSTRATE.

5. PAINT CONTRACT SHALL INCLUDE MATCHING THE EXISTING TRIM & DORMER COLORS.

6. APPLY COATING TO FINISH THICKNESS RECOMMENDED BY COATING MFG. OWNER SHALL

DOCUMENT PRIME COAT APPLICATION. NO FINISH COAT APPLICATION SHALL START UNTIL PRIME

COAT IS DOCUMENTED. A MINIMUM OF (1) PRIME COAT OVER BARE WOOD OR FILLER AND (2)

FINISH COATS ARE REQUIRED. ADDITIONAL COATS ARE REQUIRED IF FULL COVERAGE IS NOT

OBTAINED.

7. FULLY SAND ALL EXISTING EXTERIOR OIL BASED PAINT BEFORE APPLYING PRIMER. REMOVE LOOSE, CRACKED MATERIAL & REPAIR DAMAGED WOOD AS NOTED IN PLAN NOTES.

8. EXTERIOR SEALANT: APPLY WHITE SHERMAX URETHANIZED ELASTOMERIC PAINTABLE SEALANT OR

EQUAL TO ALL JOINTS IN WOOD TRIM PRIOR TO PAINTING

PAINTING SCHEDULE:

EXTERIOR WOOD:

1st Coat: SW Extreme Bond Primer (Urethane Modified Acrylic) 2nd Coat: SW Duration Exterior Acrylic (semi-gloss) 3rd Coat: SW Duration Exterior Acrylic (semi-gloss)

TYPICAL WOOD SOFFIT REPAIR

SCALE: NONE

REMOVE AND REPLACE EX. GUTTER

SEALANT WHERE TRIM IS COPED AT DOWNSPOUT

REMOVE AND INSTALL NEW TOP DOWNSPOUT

SECTION - LOWER EXISTING D.S. TO REMAIN

REPAIR, PREP & RE-PAINT ALL

EXISTING WOOD TRIM AROUND BUILDING

GUTTER EAVE

REMOVE AND REPLACE ALL EXISTING

TRIM MOLDING UNDER GUTTER

BACK-PRIME ALL EDGES OF

NEW TRIM BEFORE INSTALATION

PROTECT & CLEAN DRIPS

FROM BRICK & OTHER EXISTING

FINISHED SURFACES BELOW

KEEP OFF OF THE FRAGILE

EX. SLATE ROOF (TYP)

KEEP OFF OF THE FRAGILE

EX. SLATE ROOF (TYP)

KEEP OFF OF THE FRAGILE

EX. SLATE ROOF (TYP)

KEEP OFF OF THE FRAGILE

EX. SLATE ROOF (TYP)

FLOOR PLAN

ARCHITECTURE PC

S A N D E R S

16125 RACCOON FORD RD

CULPEPER, VIRGINIA 22701

(v)540-829-2590

REVISIONS:

DATE:

CHECKED:

DRAWN:

SCALE:

PROJECT #:

DAS

04-22-26

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CS.1

NOTED

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04-22-26

BASE BID & ALTERNATES

CONTRACT BASE BID WORK INCLUDES ALL DEMOLITION & NEW CONSTRUCTION

REQUIRED TO MEET DESIGN INTENT. PRIOR TO SUBMITTING A BID, CONTRACTORS

MUST VISIT THE SITE AND OBSERVE & UNDERSTAND EXISTING CONDITIONS

INCLUDING ACCESS TO WORK, TIMING OF REPLACEMENT AND CONDITION OF

EXISTING ELEMENTS AS REQUIRED TO COMPLETE NEW WORK. CONTRACTOR MUST

MAINTAIN REQUIRED BUILDING EXITS & UTILITIES SO GOVERNMENT OFFICES CAN

FUNCTION DURING BUSINESS HOURS AT ALL TIMES.

ADD ALTERNATE #1: NEW CONCRETE SLAB OVER NEW 6" PIPE. SEE SHEET A1.1

WORK BY OTHERS

1. ITEMS SPECIFICALLY IDENTIFIED AS "BY OTHERS" OR N.I.C.

DRAWING LIST

CS.1 COVER SHEET

A1.1 EXTERIOR ALTERATIONS PLAN & DETAILS

V

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IN

ITY

M A

P

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A G

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SC

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O T

TO

S

C A

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@ AT

ABV. ABOVE

A.C.T. ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

ADJ. ADJUSTABLE

ALT. ALTERNATE

ALUM. ALUMINUM

ARCH. ARCHITECTURAL

B.F.F. BELOW FINISHED FLOOR

BSMT BASEMENT

BLK'G BLOCKING

B.O. BOTTOM OF

BOT. BOTTOM

BD BOARD

BLDG. BUILDING

C.T. CERAMIC TILE

CLG. CEILING

CLO. CLOSET

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONST CONSTRUCTION

DBL DOUBLE

DWG DRAWING

DTL. DETAIL

EX. EXISTING

E.C. ELECTRICAL CONTRACTOR

ELEC. ELECTRICAL

ELEV. ELEVATION

EQ. EQUIVALENT

EXP. EXPANSION

EXT. EXTERIOR

F.G. FIBERGLASS

F.F. FINISHED FLOOR

BRD. FINISH

FLR. FLOOR

FND. FOUNDATION

FRMG. FRAMING

FT. FOOT/FEET

FTG. FOOTING

G.C. GENERAL CONTRACTOR

GWB GYPSUM WALLBOARD

GA. GAUGE

GALV. GALVANIZED

HVAC HEATING, VENTILATION & AIR

CONDITIONING

HW HARDWARE

HDR. HEADER

HGT. HEIGHT

HORIZ. HORIZANTAL

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

JT. JOINT

L.F. LINEAR FOOT

M.C. MECHANICAL CONTRACTOR

MR MOISTURE RESISTANT BOARD

MANUF. MANUFACTURED

MAX. MAXIMUN

MECH. MECHANICAL

MIN. MINIMUM

MTL. METAL

O.C. ON CENTER

PTD PAINTED

PL PLATE

P.C. PLUMBING CONTRACTOR

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

P.T. PRESSURE TREATED

PERIM. PERIMETER

PLUMB. PLUMBING

R.O. ROUGH OPENING

RWC RAIN WATER CONDUCTOR

REINF. REINFORCED

REQ. REQUIRED

RESP. RESPONSIBLE

RET. RETURN

RM ROOM

S.F. SQUARE FEET

S.S.R STANDING SEAM ROOF

SCHED. SCHEDULE

STD. STANDARD

STL. STEEL

STOR. STORAGE

T&G TONGUE & GROOVE

TEMP. TEMPORARY

T.O. TOP OF

TYP. TYPICAL

U.G. UNDERGROUND

U.N.O. UNLESS NOTED OTHERWISE

VWC VINYL WALLCOVERING

VERT. VERTICAL

V.C.T. VINYL COMPOSITE TILE

W/ WITH

W/O WITHOUT

W.W.F. WELDED WIRE FABRIC

WD. WOODA

BB

RE

V

IA

TIO

N

S

ELEVATION

ELEVATION

SHEET WHERE ELEVATION

DRAWING NUMBER

DETAIL

SECTION

SHEET WHERE DETAIL

DRAWING NUMBER

SHEET WHERE SECTION

DRAWING NUMBER

MATCH LINE

COLUMN BUBBLES

WALL TYPE

ROOM NUMBER

KEYED NOTES

WINDOW TYPE

DOOR NUMBER

MATCH LINE

SEE 02/A2.03

A

IS LOCATED

IS LOCATED

IS LOCATED

AND GRID LINES

INDICATOR

G

EN

ER

A

L

SY

M

BO

LS

M A

TE

RI

A L

SY

M

BO

LS

BRICK

POROUS FILL

CONCRETE

CMU - CONCRETE

MASONRY UNIT

EARTH

STONE

METAL

FINISHED WOOD

GLASS

ACOUSTICAL TILE

GPDW - GYPSUM

BATT INSULATION

WALL BOARD

PLYWOOD

RIGID INSULATION

REVISION

ALL TRADES SHALL BE RESPONSIBLE FOR THE CONTENTS

CONTAINED HEREIN, AND FOR THE INFORMATION REPRESENTED

ON ALL SHEETS. THESE CONSTRUCTION DOCUMENTS HAVE BEEN

PRODUCED WITH THE INTENTION OF BEING USED AS A SINGULAR

TOOL FOR THE CONSTRUCTION OF THIS PROJECT. NO SINGLE

DRAWING WILL STAND ALONE, AND AT NO TIME WILL THE

ARCHITECT OR OWNER BE RESPONSIBLE FOR ACTIONS TAKEN BY

A CONTRACTOR OR SUBCONTRACTOR WHO HAS NOT

REVIEWED, AND IS NOT IN POSSESSION OF A FULL WORKING SET

OF DOCUMENTS. BE ADVISED, THERE MAY BE NOTES ON A

DRAWING FOR ONE SPECIFIC TRADE THAT WILL PERTAIN TO THE

WORK OF OTHER TRADES. GENERAL CONTRACTOR IS

RESPONSIBLE FOR THE CLEAR COMMUNICATION BETWEEN ALL

TRADES, AND THAT ALL WORKERS HAVE ADEQUATELY REVIEWED

ALL DRAWINGS AND LOCATED ALL WORK THAT WOULD FALL

UNDER THEIR RESPONSIBILITY.

NOTICE TO CONTRACTOR & ALL

TRADES

BUILDING PERMIT BY GENERAL CONTRACTOR.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY

SHORING, BRACING & WEATHER PROTECTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROTECTION

AND BARRICADING OF PUBLIC AREAS AND NEIGHBORING

PROPERTIES

CONTRACTOR SHALL COMPLY WITH ALL PERTINENT RULES,

REGULATIONS, ORDINANCES, AND LAWS MANDATED BY LOCAL,

STATE, AND FEDERAL AGENCIES.

PRIOR TO CONSTRUCTION, EXAMINE ALL PROJECT

SPECIFICATIONS, DRAWINGS, AND VISIT THE SITE TO DEVELOP A

COMPLETE UNDERSTANDING OF THE PROJECT SCOPE. FAILURE

TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS

RESPONSIBILITY TO PERFORM ALL WORK REQUIRED FOR A

COMPLETE INSTALLATION. UPON REVIEW OF THESE

DOCUMENTS, ADVISE THE ARCHITECT IN A TIMELY MANNER OF

ANY DISCREPANCIES WHICH WILL EFFECT THE WORK REQUIRED

SO THAT THE ARCHITECT MAY PROVIDE DIRECTION PRIOR TO

BEGINNING AFFECTED WORK.

GENERAL NOTES

COUNTY OF CULPEPER

118 WEST DAVIS STREET EXTERIOR REPAIRS

CULPEPER COUNTY, VIRGINIA

BG-26-

SITE

N

PROJECT CONTACTS

OWNER

COUNTY OF CULPEPER

PAUL HOWARD

OWNER'S REPRESENTATIVE

540.727.3409

DAVIS MEANS - COUNTY OF

CULPEPER PROJECT MANAGER

540.219.3785

ARCHITECT

SANDERS ARCHITECTURE, PC

DEX SANDERS

540.829.2590

RM#

A

G

/A

1.

05/A1.02

06/A6.01

X X

A

CODE INFORMATION - 2021VEBC

2021 VCC REFERENCES SHOWN IN PARENTHESIS (000.0)

103.9 PROPOSED WORK CONSISTS OF REPAIRS & LEVEL1

ALTERATIONS TO AN EXISTING 3,530 SF FOOTPRINT, CIRCA

1927 (2) STORY WITH BASEMENT BUILDING: REPLACEMENT OF

EXISTING FASCIA TRIM & GUTTER & RE-FINISHING EXTERIOR

TRIM.

301.2 OCCUPANCY & USE PER VCC - NO CHANGE

404.2 ACCESSIBILITY COMPLY WITH VCC CHAPTER 11 AS

MODIFIED BY 404.3 & 404.4 UNLESS TECHNICALLY INFEASIBLE.

404.3 ACCESSIBLE ROUTE TO PRIMARY FUNCTION AREAS NO

CHANGE

404.4.1 ENTRANCES - NO CHANGE TO EXISTING

ACCESSIBLE ENTRANCES

404.4.13 ALLOWABLE THRESHOLD HEIGHT = 3/4" MAX.

601.2.1 LEVEL 1 ALTERATIONS - REPAIR AND

REPLACEMENT OF EXISTING TRIM AND ELEMENTS

(305) BUILDING PLANNING

B GOVERNMENT OFFICE BUSINESS USE

CONSTRUCTION TYPE: 3B

NO CHANGE PROPOSED TO USE, CONSTRUCTION TYPE, AREA

OR OCCUPANCY

CODE INFORMATION - 2021VEBC

SUMMARY OF WORK

THIS WORK INCLUDES REPAIR & REPLACEMENT OF EXISTING

EXTERIOR FACADE MATERIALS & ELEMENTS AS PART OF

SCHEDULED BUILDING MAINTENANCE.

1. CONTRACTOR MUST FIELD MEASURE THE EXISTING

CONDITIONS AND PROVIDE NEW REPLACEMENT TRIM TO

MATCH THE EXISTING. SIZES SHOWN ON THIS PLAN ARE

NOMINAL AND MUST BE CAREFULLY FIELD MEASURED

BEFORE FABRICATION. VISITING THE SITE AND

CONFIRMING EXISTING CONDITIONS ARE A

MANDATORY PART OF BIDDING AND CONSTRUCTION

FOR THIS WORK.

2. EXTENT OF EXTERIOR PAINTING SHALL INCLUDE ALL

WHITE PAINTED ITEMS AT THE CORNICE LEVEL AND 2ND

STORY EXTERIOR DOORS AND WINDOWS.

3. BIDDERS ARE NOTIFIED THAT LEAD PAINT IS ASSUMED TO

BE PRESENT IN THE WORK AREA. CONTRACTORS ARE

RESPONSIBLE FOR ANY TRAINING REQUIRED FOR

WORKERS DISTURBING LEAD PAINT.

4. A PERMIT FROM THE TOWN OF CULPEPER IS REQUIRED TO

CLOSE ANY STREETS OR PUBLIC SIDEWALKS FOR LIFTS OR

SCAFFOLDING. COORDINATE WITH CULPEPER

ENVIRONMENTAL SERVICES TO CLOSE ANY ON-SITE

WALKS OR PARKING AREAS.

5. COORDINATE WITH THE TOWN OF CULPEPER TO SHIELD

ANY OVERHEAD ELECTRICAL LINES TO PROTECT

WORKERS.

6. REMOVE AND DISPOSE OF ALL EXCESS MATERIALS &

TRASH OFF-SITE.

FLOOR PLAN

ARCHITECTURE PC

S A N D E R S

16125 RACCOON FORD RD

CULPEPER, VIRGINIA 22701

(v)540-829-2590

REVISIONS:

DATE:

CHECKED:

DRAWN:

SCALE:

PROJECT #:

DAS

04-22-26

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REPAIR PLAN

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

PLAN NOTES:

1. REPLACE EXISTING GUTTERS ALL AROUND. RE-USE & RE-SEAL

EXISTING DOWNSPOUTS.

2. REPAIR, SCRAPE, SAND, PREP, SEAL AND RE-PAINT CORNICE &

SOFFIT TRIM ALL AROUND

3. REMOVE LOOSE SECTIONS OF EX. PAINT DOWN TO BARE

WOOD. FILL EDGES OF SOFT WOOD AND EXPOSED SURFACES

WITH ABATRON LIQUID WOOD WHERE APPLICABLE. REPAIR

LARGER VOIDS AND GAPS IN WOOD SURFACE FLUSH WITH

ABATRON WOOD EPOX. RE-FINSH WOOD & PAINT ENTIRE

DORMER.

5. MISSING MORTAR, HOLES IN MORTAR, OR LOOSE BRICK -

REMOVE DETERIORATED MORTAR BY CAREFULLY. REPOINT

MORTAR JOINTS WITH REPLACEMENT MORTAR THAT MATCHES

OLD MORTAR IN STRENGTH, COMPOSITION, COLOR AND

TEXTURE. NEW WORK TO DUPLICATE OLD MORTAR JOINTS IN

WIDTH AND IN JOINT PROFILE.

6. SPALLING BRICK - FOR SPALLING BRICK, PROVIDE JAHN

M-100 TERRA COTTA AND BRICK REPAIR MORTAR OR EQ.

PREPARE BRICK AS RECOMMENDED BY REPAIR MORTAR MFG.

7. REMOVE 1'-6" WIDE SECTION OF EX. CONC. & CORE THROUGH

BRICK WALL & INSTALL NEW 4"Ø PVC RAIN LEADER OUTSIDE OF

BRICK WALL AND BACK UNDER STAIR - RE-POUR WALK ON

MIN. 4" COMPACTED STONE

8. REMOVE EX. 4" PVC DRAIN & INSTALL NEW 6" PVC DRAIN - RUN

AT MIN. 1/4" PER FOOT SLOPE AS LOW AS EXISTING GRADE

WILL ALLOW.

9. REMOVE PEA GRAVEL DOWN TO BEARING GRADE. PROVIDE

NEW 4" MIN. THICKNESS CONC. SLAB THAT SLOPES AWAY

FROM EX. BLDG. MIN. 1/4" PER FT. ON MIN. 4" #57 STONE.

PROVIDE CONTROL JOINTS AT 5'-0" OC MAX. AND EXPANSION

JOINTS AT 30'-0" MAX. (NEAR CENTER OF SLAB) BID ALTERNATE

#1.

10. SEAL BETWEEN BUILDING AND NEW CONCRETE WITH PECORA

SILICONE TRAFFIC SEALANT - TRAFFIC 301NS IN COLOR TO

MATCH WALK. CUT OFF EXPANSION JOINT FILLER (EPS) BACK

TO RECOMMENDED DEPTH BEFORE APPLYING SEALANT. BID

ALTERNATE #1.

EAVE REPAIR DETAIL

SCALE:3" = 1'-0"

EX. SNOW GUARDS TO REMAIN -

REPLACE BENT & BROKEN GUARDS

W/ NEW CLAMP ON GUARDS TO MATCH EX.

EX. STANDING SEAM MTL. ROOF

1'-55 8"

UN-SCREW & LIFT UP EDGE OF

EX. ROOF TO REPLACE GUTTER SUPPORTS -

RE-ATTACH ROOFING AT EDGE

NEW ROSIN PAPER UNDER

ROOFING / EX. BDLG. PAPER AT EDGE

21 4"

4"

CONT. 20 OZ CU

FLASH'G

ROOF MTD. CU HEAVY DUTY HANGER @ 18" OC -

3/16" x 1-1/8" RIBBED BRACKET EQ. TO

WORLD GUTTER SYSTEMS MODEL ED6HR

NEW 20 OZ. PER SQ. FT. 6" CU GUTTER - SEAL ALL

SEAMS & D.S. PENETRATIONS SO

WATER DOES NOT LEAK

SS W/ WASHER

SCREW @ EA. PNL. SEAM

TO RE-FASTEN ROOF PANEL

APPLY SEALANT OVER

FASTENER

SCRAPE, PRIME, CAULK

& RE-PAINT ALL EX. ROOM

EAVE & SOFFIT TRIM

EX. SHEATH'G ON EX.

RAFTERS TO REMAIN

EX. BRICK TO REMAIN

1 1

EX. STANDING SEAM

MTL. ROOF TO REMAIN

EX. STANDING SEAM

MTL. ROOF TO REMAIN

CHIMNEY IMAGE

SCALE: NONE

NORTH ELEVATION IMAGE

SCALE: NONE

RE-POINT MORTAR

AT CHIMNEY

PREP & RE-PAINT ALL WHITE TRIM

PREP & RE-PAINT (2 LOUVERS

EX. SNOWGUARD IMAGE

SCALE: NONE

RAKE OUT AND RE-POINT

MORTAR JTS. W/ MORTAR

TYPE AND COLOR

TO MATCH EX.

(ENTIRE CHIMNEY)

SEE PLAN NOTE #5.

REPAIR BRICK FACE &

SPALLED EDGES

W/ NEW REPAIR MORTAR

SEE PLAN NOTE #6 -

APPROX. (20) BRICK

REPAIR HOLES

DRILLED IN BRICK

AVE. DIM. - VARIES

W/ GUTTER SLOPE

BRICK WALL TO REMAIN

REPLACE EX. CU D.S. W/ NEW

TO MATCH EX.

DISCHARGE AT

EX. LOCATION

CU D.S. TO REMAIN CU D.S. TO REMAIN

CU D.S. TO REMAIN

CU D.S. TO

REMAIN

4" PVC TRANSITION

TO 6" PIPE (TYP ALL D.S.)

90 DEGREE SMOOTH BEND

40'-0"±

EX. PAVERS

4' -0

CONC. STEP W/ MIN. 4" CONC. COVER OVER 6" PVC (TYP)

PAINT ALL 2ND FLOOR

DOORS AND WINDOWS

SPECIFICATIONS

09900 PAINTING

1. PREPARE ALL SURFACES FOR COATINGS & APPLY COATINGS AS RECOMMENDED BY THE MFG.

SPECIFICATIONS BELOW BASED ON SHERWIN-WILLIAMS. NOTE THAT EXPOSED ALUM., BRASS,

CHROME, STAINLESS STEEL, ETC. TO BE LEFT UNFINSHED. DO NOT PAINT OVER TAGS & LABELS.

2. NO SPRAY APPLICATION OF PAINT IN FIELD.

3. EXTENT OF COATING IN CONTRACT INCLUDES: EXTERIOR WOOD TRIM & WINDOWS / DOORS

4. PRIOR TO APPLICATION OF ANY COATING, PAINTING CONTRACTOR WILL EXAMINE THE SUBSTRATE

TO BE COATED. APPLICATION OF PAINT DEMONSTRATES PAINTING CONTRACTOR'S ACCEPTANCE

OF SUBSTRATE.

5. PAINT CONTRACT SHALL INCLUDE MATCHING THE EXISTING TRIM COLOR - WHITE.

6. APPLY COATING TO FINISH THICKNESS RECOMMENDED BY COATING MFG. OWNER SHALL

DOCUMENT PRIME COAT APPLICATION. NO FINISH COAT APPLICATION SHALL START UNTIL PRIME

COAT IS DOCUMENTED. A MINIMUM OF (1) PRIME COAT OVER BARE WOOD OR FILLER AND (2)

FINISH COATS ARE REQUIRED. ADDITIONAL COATS ARE REQUIRED IF FULL COVERAGE IS NOT

OBTAINED.

7. FULLY SAND ALL EXISTING EXTERIOR OIL BASED PAINT BEFORE APPLYING PRIMER. REMOVE LOOSE, CRACKED MATERIAL & REPAIR DAMAGED WOOD AS NOTED IN PLAN NOTES.

8. EXTERIOR SEALANT: APPLY WHITE SHERMAX URETHANIZED ELASTOMERIC PAINTABLE SEALANT OR

EQUAL TO ALL JOINTS IN WOOD TRIM PRIOR TO PAINTING

PAINTING SCHEDULE:

EXTERIOR WOOD:

1st Coat: SW Extreme Bond Primer (Urethane Modified Acrylic) 2nd Coat: SW Duration Exterior Acrylic (semi-gloss) 3rd Coat: SW Duration Exterior Acrylic (semi-gloss)

SOUTH ELEVATION IMAGE

SCALE: NONE

PAINT 2ND FLOOR WINDOWS

& DOORS ALL AROUND

PREP. & PAINT ALL EAVE

& CORNICE TRIM

PROJECT SPECIFICATIONS

GENERAL NOTES:

1. ALL ITEMS & SYSTEMS TO BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER AND IN

CONFORMANCE WITH APPLICABLE BUILDING CODES, LAWS AND REGULATIONS.

2. UNLESS "NO SUBSTITUTIONS" IS SPECIFICALLY INDICATED, IT IS NOT THE INTENT OF THESE

SPECIFICATIONS TO EXCLUDE MANUFACTURERS THAT PRODUCE EQUAL PRODUCTS OR SYSTEMS.

CONTRACTOR IS ENCOURAGED TO SUBMIT ALTERNATE PRODUCT OR SYSTEM MANUFACTURERS FOR

CONSIDERATION BY ARCHITECT PRIOR TO ORDER (SEE PM SECTION 01600).

3. CONTRACTOR SHALL DAILY REMOVE ALL DEBRIS FROM SITE AND KEEP WORK AREA CLEAN.

REMOVE EXCESS MATERIALS FROM SITE.

4. OBTAIN ANY PERMITS REQUIRED FOR THIS WORK. COST OF PERMITS SHALL BE PART OF THIS WORK.

02000 - SITE WORK

1. DO NOT OBSTRUCT EXISTING STREETS, PARKING OR TRAVELWAYS WITHOUT OBTAINING PRIOR

PERMISSION FROM THE OWNER. MAINTAIN EXISTING USE OF SITE AND REQUIRED EXITS.

2. PROTECT ALL EXISTING SITE IMPROVEMENTS TO REMAIN DURING CONSTRUCTION. RESTORE

DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION AS ACCEPTABLE TO THE OWNER. THIS SHALL

INCLUDE EXISTING PAVING, STRUCTURES AND UTILITY SERVICES.

3. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER WITHOUT

PRIOR WRITTEN PERMISSION.

4. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEY, BENCHMARKS AND STAKEOUT REQUIRED FOR THIS

PROJECT.

03300 CAST-IN-PLACE CONCRETE **

1. SLABS - 3,500 PSI, MAX SLUMP 4". ALL CONCRETE EXPOSED TO EXTERIOR TO BE AIR ENTRAINED

4.5% TO 6%.

2. CONCRETE WORK SHALL CONFORM TO THE CURRENT VERSION OF:

ACI 318 - STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS

ACI 302 - RECOMMENDED PRACTICE FOR CONCRETE FLOOR & SLAB CONSTRUCTION

ASTM E1155 - STANDARD TEST FOR FLOOR FLATNESS AND LEVELNESS

3. CONTRACTOR SHALL CAREFULLY MONITOR CONCRETE PLACEMENT ACTIVITIES TO MINIMIZE

SPILLAGE & CLEAN BOTH INTERIOR AND EXTERIOR AREAS WHERE CONCRETE SPLATTERS OR DRIPS .

4. REINFORCING BARS: ASTM A615, GRADE 60. WELDED WIRE FABRIC: ASTM A185. MINIMUM LAP

SLICE TO BE 48 BAR DIAMETERS.

5. JOINT FILLER STRIPS: ASPHALT-SATUARATED CELLULOSIC FIBER.

04200 UNIT MASONRY

1. THIS SECTION APPLIES TO HISTORIC MASONRY REPAIRS AND RE-CONSTRUCTION.

2. EXTERIOR BRICK POINT UP SHALL FOLLOW NPS RECOMMENDATIONS FOR RESTORATION OF

EXISTING SOFT CLAY BRICK FOUND IN PRESERVATION BRIEF 2: REPOINTING MORTAR JOINTS IN HISTORIC

MASONRY BUILDINGS.

3. PARTICULAR CARE SHALL BE TAKEN TO MATCH EXISTING MORTAR STRENGTH AND PROPERTIES AS

WELL AS MORTAR SAND COLOR TO MATCH THE ORIGINAL MORTAR TYPE AND COLOR.

4. CLEAN MASONRY OF ALL MORTAR DRIPS, STAINS AND EFFLORESCENCE USING EITHER A JOB MIX DETERGENT SOLUTION OR PROPRIETARY ACIDIC CLEANER EQ. TO SURE KLEAN LIGHT DUTY RESTORATION CLEANER BY PROSOCO, INC. OR SURE KLEAN 942 MASONRY CLEANER BY PROSOCO, INC. NOTE THAT ACIDIC CLEANERS CONTAINING STANDARD HYDROCHLORIC OR HYDROFLUORIC OR SULFURIC ACIDS ARE NOT PERMITTED. TEST CLEANER IN A SMALL AREA TO INSURE THAT SURROUNDING CONSTRUCTION

AND MASONRY FINISH IS NOT DAMAGED. FOLLOW NPS RECOMMENDATIONS FOR CLEANING OF

EXISTING SOFT CLAY BRICK FOUND IN PRESERVATION BRIEF 1: ASSESSING CLEANING AND

WATER-REPELLENT TREATMENTS FOR HISTORIC MASONRY BUILDINGS.

5. RE-POINTING MASONRY: RAKE OUT MORTAR 2-1/2 TIMES JOINT WIDTH BUT NOT LESS THAN (1) INCH

OR NOT LESS THAN REQUIRED TO EXPOSE SOUND MORTAR. CLEAN MASONRY SURFACES WITHIN

RAKED-OUT JOINTS. CUT OUT OLD JOINTS BY HAND WITH CHISEL AND MALLET AND RINSE JOINT SURFACES, LEAVING DAMP BUT WITH NO STANDING WATER. APPLY MORTAR IN LAYERS MINIMUM OF 3 LAYERS - COMPACT EACH LAYER AND ALLOW JOINTS TO BECOME THUMBPRINT HARD BEFORE APPLYING NEXT LAYER. TOOL JOINTS TO MATCH ADJACENT JOINTS. CURE MORTAR BY MAINTAINING IN DAMP

CONDITION FOR 72 HOURS. ALLOW MORTAR TO HARDEN FOR 30 DAYS PRIOR TO CLEANING

SURROUNDING SURFACES.

EX. CHIMNEY

REMOVE & REPLACE

SECTION OF WALK

FOR NEW U/G DRAIN