2024-08-09_WD-3_Submittal_Set_100_2024-04-05.pdf

PDF 15 MB Posted Dec 20, 2024

Attached to: Mt. Jackson CSB Alterations and Additions - Re-Bid
Solicitation number: 82414
Issued by: Scott County, Nathalie CDP, Virginia

About this file

Written by GovTribe AI · Jan 13, 2025

This is a project submittal document for the Virginia Department of Transportation's (VDOT) Mt. Jackson Chemical Storage Building Alterations and Additions project in Scott County, Virginia. The project primarily involves roof replacement including both roofing materials and framing, along with bay expansion and enclosure work at the Mt. Jackson Area Headquarters (AHQ) facility. The project is identified by code 501-B2501-016 and represents a re-bid of the original contract opportunity.

Due to the limited information provided in the file name and associated metadata, additional details regarding pricing, set-asides, funding sources, specific deadlines, and bidding requirements are not available in this document.

View the file

Other files

File	Type	Posted
2024-08-09_WD-3_Submittal_Set_100_2024-04-05.pdf	PDF	Dec 20, 2024
159341 - Addendum #1.pdf	PDF	Dec 20, 2024
Notice Of Intent To Award	—	Dec 20, 2024
IFB#159341_FINAL-Project-Manual.pdf	PDF	Dec 20, 2024
2024-08-09_WD-3_Submittal_Set_100_2024-04-05.pdf	PDF	Dec 20, 2024
IFB#159341_FINAL-Project-Manual.pdf	PDF	Dec 20, 2024
Mt Jackson Site Plan.pdf	PDF	Dec 20, 2024
IFB#159341_FINAL-Project-Manual.pdf	PDF	Dec 20, 2024
2024-08-09_WD-3_Submittal_Set_100_2024-04-05.pdf	PDF	Dec 2, 2024
IFB#159341_FINAL-Project-Manual.pdf	PDF	Dec 2, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ROUTE 11

(OLD VALLEY PIKE)

RR 730

(CAVERNS RD.)

INTERSTATE 81

VDOT MT. JACKSON HQ.

PC# 501-B2501-016

PROJECT SITE LOCATED 0.7 MILES SOUTH

OF INTERSECTION OF VA. RT. 11 (OLD

VALLEY PIKE) & RT. 730 (CAVERNS RD.)

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

CS1.1

W M

T, V

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

COVER SHEET

-B

-0

DRAWING LIST

LOCATION MAPVICINITY MAP

ALTERATIONS & ADDITION

MT. JACKSON AHQ CHEMICAL STORAGE BUILDING FAACS 8550145

4900 OLD VALLEY PIKE

NEW MARKET, VA

PROJECT NO.: 22100

CS1.1 COVER SHEET

CS1.2 GENERAL INFORMATION

EX1.1 EXISTING CONDITIONS - PLANS

ARCHITECTURAL

D1.1 DEMOLITION PLAN

A1.1 FLOOR PLAN

A1.2 ROOF & DIAGRAMMATIC SITE PLAN

A2.1 FRONT AND SIDE ELEVATIONS

A3.1 BUILDING SECTIONS AND DETAILS

A4.1 DETAILS

STRUCTURAL

S0.1 GENERAL NOTES AND TYPICAL DETAILS

S1.0 FOUNDATION PLAN

S2.0 ROOF FRAMING PLAN

S3.0 BUILDING SECTION

ELECTRICAL

E1.1 LIGHTING PLAN

E2.1 VISUAL LIGHTING CALCULATIONS

ARCHITECT

Architectural Partners 10 9th Street Lynchburg, Virginia 24504 434-846-8456 Brian Goldman, RA brian@architecturalpartners.com

OWNER

Virginia Department of Transportation 4900 Old Valley Pike New Market, Virginia 22844

STRUCTURAL

Master Engineers & Designers 904 Lakeside Drive Lynchburg, Virginia 24501 434-846-1350 Jeremy Lucas, PE, SE jlucas@masterengineersinc.com

ELECTRICAL

Master Engineers & Designers 904 Lakeside Drive Lynchburg, Virginia 24501 434-846-1350 Grant Beasley, PE gbeasley@masterengineersinc.com

PROJECT CODE:501-B2501-016

ASBESTOS DISCLOSURE STATEMENT

LEAD PAINT DISCLOSURE STATEMENT

DISPOSAL NOTE

ALL DEBRIS FROM DEMOLITION AND SCRAP BUILDING MATERIAL FROM NEW

CONSTRUCTION SHALL BE DISPOSED OF AT AN APPROVED DISPOSAL SITE.

THE CONTRACTOR MUST PROVIDE THE OWNER'S REPRESENTATIVE WITH A

SIGNED APPROVAL NOTIFICATION FROM THE DISPOSAL SITE PRIOR TO DISPOSAL

OF ANY MATERIALS. THE NOTIFICATION MUST INDICATE THAT THE MATERIALS

FROM THE SITE WILL BE ACCEPTED AND DISPOSAL IS IN ACCORDANCE WITH

APPLICABLE REGULATIONS.

(NO ASBESTOS PRESENT) INSPECTIONS TO IDENTIFY

ASBESTOS-CONTAINING MATERIALS HAVE BEEN CONDUCTED AND CAN BE FOUND

AS PART OF APPENDIX A TO THE PROJECT SPECIFICATIONS. NO MATERIALS

CONTAINING ASBESTOS WERE IDENTIFIED BY THE REPORTS FOR THE BUILDINGS

IDENTIFIED BELOW. 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). faacs#:8550145

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.

ARCHITECTURAL PARTNERS, P.C. 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.

ARCHITECT

C O M

LTH OF VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

HPBA COMPLIANCE STATEMENT

HIGH PERFORMANCE BUILDINGS ACT - COMPLIANCE STATEMENT

CPSM 6.1.3.2 #3. IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE

BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE RENOVATED BUILDING AREA

IS NOT GREATER THAN 5,000 GROSS SQUARE FEET.

4GROUND FLOOR

Building will be primarily used to store salts and abrasives for roadway treatment therefore occupant load will be greatly reduced from the allowable occupant load.

Building bays will therefore have an occupant load of no more than 2 occupants.

OCCUPANT LOADS

MAX FLOOR AREA ALLOWANCES PER OCCUPANT (PER VCC TABLE 1004.5)

40'-0"28'-0"21

COMMENTSALLOWABLE HEIGHTACTUAL HEIGHTALLOWABLE STORIESACTUAL STORIES

BUILDING HEIGHT

ASPHALT PAVEMENT S-2

(EXISTING-UNCHANGE...

2,440. S.F.

(GSF: 2,660 S.F.) 13,500 S.F.

ACTUAL AREAUSE GROUPFLOOR ALLOWABLE AREA

(SF) PER TABLE COMMENTS

BUILDING AREAS

FIRE SUPPRESSION NO SUPPRESSION, NO FIRE ALARM SYSTEM.

CONSTRUCTION CLASS TYPE V-B USE GROUP S-2 (EXISTING-UNCHANGED)

APPLICABLE CODES 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE: (2018 VUSBC)

2018 VIRGINIA CONSTRUCTION CODE: PART 1 OF THE VUSBC (2018 VCC)

2018 VIRGINIA EXISTING BUILDING CODE (2018 VEBC)

CPSM 2024, REV 0 – 2/29/2024...

The project scope of work will be for the roof replacement (roofing and framing) and bay expansion of the Mt.

Jackson AHQ Chemical Storage Building #1 in New Market, Virginia. This design shall be in accordance with the CPSM and DEB requirements (as a Non-Capital Outlay Project) and will be designed to meet the current 2018 edition of the Virginia Construction Code.

The project shall consist of an approximate 2660 sf roof replacement and bay expansion for the existing building.

The design shall include the redesign of the structure / framing to modify the height and depth of the existing chemical storage building to accommodate front entrance loading which will include new single-ply membrane roof and enclosing the building soffits using pre-painted fiber cement board panels. The bays will be enclosed with new concrete walls with loading bay openings fitted with overhead roll-up doors. The bay floors will extend out using the existing asphalt treatment. The existing electrical service will be used to supply the bay interior an...

PROJECT INFORMATION MT. JACKSON AHQ CHEMICAL STORAGE BUILDING FAACS 8550145

ALTERATIONS & ADDITION

4900 OLD VALLEY PIKE, NEW MARKET, VA 22844

PROJECT CODE:501-B2501-016

PROJECT NO.:22100

CODE INFORMATION

08/09/2024

BEG

KTG

BEG

IFB#: 159341

A EXISTING GRID TAG

KEY NOTE TAG

000 DOOR TAG1 WALL TYPE TAG

ELEVATION MARKERT.O.S.

O' - O"

WINDOW TAG

LOUVER TAGL-3

A AL-1 W1

SECTION NO.

SECTION SHOWN ON THIS DWG

SECTION

REFERENCE SYMBOL

A2.1

DETAIL NO.

DETAIL SHOWN

ON THIS DWG

DETAIL

REFERENCE

SYMBOL

ELEV. NO.

ELEV. SHOWN

ON THIS DWG

ELEVATION

REFERENCE SYMBOL

ELEVATION NO.

ELEVATION SHOWN

ON THIS DWG

INTERIOR ELEVATION

MARKERA6.5

SECTION #

USED ON INT. ELEVS WITH SEVERAL

SECTIONS CUT FOUND ON A COMMON

SHEET. SHEET NUMBER NOTED WITH

SECTION DETAILS.

SECTION

REFERENCE

SYMBOL 2

A NEW GRID TAG

A1.1

DETAIL REFERENCED

ON THIS DWG

A2.1A1.1

ELEV. REFERENCED

ON THIS DWG

A2.1A1.1

SECTION REFERENCED

ON THIS DWG

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

CS1.2

W M

T, V

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

GENERAL

INFORMATION

-B

-0

ABBREVIATIONS SYMBOL LEGEND

AB ANCHOR BOLT

ABV ABOVE

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AL ALUMINUM

APC ARCHITECTURAL PRECAST

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BD BOARD

BET BETWEEN

BLDG BUILDING

BLK BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BUR BUILT-UP ROOF(ING)

C/C CENTER TO CENTER

CFMF COLD FORMED METAL

FRAMING

CFS COLD FORMED STEEL

CIP CAST-IN-PLACE, CAST IRON

PIPE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITE

CONC CONCRETE, CONCENTRATED

CONN CONNECT(ED), CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUATION, CONTINUOUS,

CONTROL

COORD COORDINATE

CORR CORRIDOR, CORRUGATED

CT CERAMIC TILE

CTNG COATING

CTR CENTER

CTSK COUNTERSUNK

D DEPTH, DEEP

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL(ED)

DIA DIAMETER

DIAG DIAGONAL, DIAGRAM

DIM DIMENSION

DK DECK

DN DOWN

DOH DOOR OPENING HEIGHT

DOW DOOR OPENING WIDTH

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EFIS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR, ELEVATION

ENCL ENCLOSE(URE)

EQ EQUAL

EQPT EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST, (E) EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F&W FLASHING & WEEPS

F/F FACE TO FACE

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH(ED)

FL FLOOR

FRP FIBERGLASS REINFORCED

POLYESTER

FRT FIRE RETARDANT TREATED

FT FOOT (FEET)

FTG FOOTING

FUT FUTURE

GA GAGE

GAL GALLON

GALV GALVANIZE(D)

GL GLASS

GRTG GRATING

GWB GYPSUM WALLBOARD

GYP GYPSUM

H HEIGHT, HIGH

HB HOSE BIB

HBD HARDBOARD

HC HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HM, HMTL HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HOR HORIZONTAL

HPT HIGH POINT

HR HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCH

INCL INCLUSIVE

INSTL INSTALL(ED)

INSUL INSULATE(ED)(ING)(ION)

INT INTERIOR

INTMD INTERMEDIATE

ISOL ISOLATION

JAN JANITOR

JST JOIST

JT JOINT(S)

KOP KNOCK OUT PANEL

L LENGTH, LINE, LONG

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LF LINEAR FOOT

LG LENGTH, LONG

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

LPT LOW POINT

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCT MARMOLEUM COMPOSITE TILE

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOH MASONRY OPENING HEIGHT

MOW MASONRY OPENING WIDTH

MT MOUNT

MTL METAL

MUL MULLION

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NST NONSLIP TREAD

NTS NOT TO SCALE

O/O OUT TO OUT

OAH OVERALL HEIGHT

OAW OVERALL WIDTH

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

PI PERIMETER INSULATION

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNLG PANELING

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT,

POINT OF TANGENT

PTN PARTITION

PVC POLYVINYL CHLORIDE, POINT

OF VERTICAL CURVE

QT QUARRY TILE

R RADIUS, REACTION, RISER,

RESISTANCE

RA RETURN AIR

RAF RESILIENT ATHLETIC FLOORING

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE(S)

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCE(MENT)(ING)

REQD REQUIRED

REQMT REQUIREMENT(S)

RESIL RESILIENT

RET RETURN

REV REVERSE ACTING, REVISED,

REVISION

RF RETURN FAN, ROOF

RG RETURN GRILLE

RM ROOM

RO ROUGH OPENING

RU ROLL UP

S SOLID, SOUTH, SWITCH

SA STATUS ALARM, SUPPLY AIR

SCF STEEL CHANNEL FRAME

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET (FOOT)

SG SUPPLY GRILLE

SGFU STRUCTURAL GLAZED FACED

UNITS

SH SHEET

SIM SIMILAR

SLP SLOPE

SNT SEALANT

SPEC SPECIFICATION(S)

SPFI SPRAY POLYURETHANE FOAM

INSULATION

SPM SINGLE PLY MEMBRANE

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STO STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND(ED)

SYM SYMMETRICAL

SYS SYSTEM

T&G TONGUE & GROOVE

T'STAT THERMOSTAT

TEL TELEPHONE

THK THICK(NESS)

THR THRESHOLD

TOJ TOP OF JOIST

TOS TOP OF STEEL

TOT TOTAL

TRD TREAD

TRTD TREATED

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WATER

COLUMN

WD WOOD

WDO WINDOW

WOH WINDOW OPENING HEIGHT

WOW WINDOW OPENING WIDTH

WP WEATHERPROOF, WORKING

POINT

WRGWB WATER RESISTANT GYPSUM

WALLBOARD

WWF WELDED WIRE FABRIC

MASTER NOTES

Note TextNo.

NEW 12" CONCRETE WALL W/ REINFORCING SEE, STRUCTURAL DRAWINGS301

NEW 6 1/2" CONCRETE WAL W/ REINFORCING SEE, STRUCTURAL DRAWINGS302

CONCRETE FOOTING - SEE STRUCT. DWGS303

EXISTING CONCRETE WALL304

501 STEEL GIRDER, SEE STRUCT. DWGS

DOWNSPOUT TO CONNECT SUB-DRAIN PIPE TO EXISTING STORMWATER SYSTEM511

2X10 WOOD JOISTS @ 16" O.C.602

2X12 WOOD DOUBLE PLATE W/ CONC. ANCHORS, SEE STRUCTURAL DRAWINGS603

EXISTING PLYWOOD SHEATHING604

604a EXISTING SHEET WATERPROOFING AND PLYWOOD SHEATHING AT NEW WALLS 3/4" PRESSURE TREATED PLYWOOD SHEATHING OVER FLUID APPLIED604b WATERPROOFING. FASTEN SHEATHING TO CONCRETE W/ CORROSION RESISTANT TAPCONS @ 24" O.C.

E.W.

REPLACE PLYWOOD AS REQ'D WHERE NEW WALL IS TO TIE-IN TO EXISTING WALL. REPLACE DAMAGED604c PLYWD. ELSWHERE BASED ON OWNER INSPECTION PER UNIT PRICE. REPLACEMENT PLYWOOD IS TO BE 3/4" PRESSURE TREATED FASTENED W/ CORROSION RESISTANT TAPCONS @ 24" O.C. EXISTING

PLYWOOD TO REMAIN IS TO BE CLEANED AND PREPARED AS FOR SPECIFICATIONS.

605 WOOD RAFTERS, SEE STRUCT. DWGS

2X BLOCKING INFILL BETWEEN JOINTS @ 2' O.C.609

PRESSURE TREATED WOOD BLOCKING610

NEW FULLY ADHRED EPDM MEMBRANE ROOFING OVER 3/4" PLYWOOD SHEATHING701

NEW EPDM MEMBRANE SELF ADHERNG COVER STRIP EDGE FLASHING701.1

NEW 7" X 5.5" ALUMINUM GUTTER CONNECTED TO ALUMINUM DOWNSPOUTS CONNECTED W/702

NON-PERFORATED DRAINPIPE TO EXISTING STORMWATER PIPE.

GUTTER HANGERS PER MANUFACTURER702.1

1-1/2" CONTINUOUS METAL DRIP-EDGE FLASHING703.1

703.2 4" MIN. CONTINUOUS METAL FASCIA & RAKE EDGE FLASHING

FLUID APPLIED WATERPROOFING MEMBRANE704.1

RECOAT EXISTING PLYWOOD SHEATHING OR APPLY NEW PLYWOOD SHEATHING - ASPHALT BASE704.2

LIQUID COATING (ASTM D41 ASPHALT PRIMER.)

NEW SHEET WATERPROOFING MEMBRANE AS A PART OF PAVEMENT BASE - TURN UP WALL AND705 TERMINATE 1" ABOVE FLOOR (TERMINATE 6" ABOVE BASE COURSE OF PAVING). VERIFY TIE-IN & OVERLAP W/ EXISTING. PAVEMENT WATERPROOFING MEMBRANE LINER SHALL EXTEND A MINIMUM OF 6" ABOVE TOP OF ASPHALT AROUND ALL PENETRATIONS SUCH AS PIPE BOLLARDS, CONDUITS, ETC IN ALL PAVED AREAS WITH PAVEMENT WATERPROOFING MEMBRANE LINER SIMILAR TO PIPE BOLLARD DETAIL A ON

DRAWING A1.1.

EPDM SILL PLATE GASKET707

NEW 4" x 3" ALUMINUM DOWNSPOUT CONNECTED W/ NON-PERFORATED DRAINPIPE TO EXISTING713

STORMWATER PIPE. INSTALL W/ ELBOWS, & SECURE TO WALL W/ STRAP BRACKETS.

11 1/4" x 3/4"" FIBER-CEMENT TRIM BOARD, PAINT742.1 8" x 3/4"" FIBER-CEMENT TRIM BOARD, PAINT742.2

743 VENTED SOFFIT PANEL

801 STEEL OVERHEAD ROLL-UP DOOR W/ MANUAL PULL CHAIN

LOUVER W/ FLANGE - SEE HVAC EQUIPMENT SCHEDULE SHEET A1.1802

PAINT, ALL EXTERIOR WALL SURFACES ABOVE GRADE901

FAACS SIGN1001

2301 EXHAUST FAN EF-1 - SEE HVAC EQUIPMENT SCHEDULE SHEET A1.0

BOLLARD3201

1 ½” SM-9.5A ACCORDING TO VDOT ROAD AND BRIDGE SPECIFICATION 315.3202

5" BITUMINOUS CONCRETE INTERMEDIATE VERIFY W/ OWNER3203

6" COMPACTED AGGREGATE BASE 95% MAX DENSITY3204

3205 5” BM-25.0 ACCORDING TO VDOT ROAD AND BRIDGE SPECIFICATION 315.

ALL NEW PAVEMENT WORK & BASE TO EXTEND OUT 5' BEYOND NEW FOOTING3206

EXIST. UTILITY POLE3301

08/09/2024

BEG

KTG BEG /

TMT

D1.1D1.1

I I I I

D1.1 D1.1

EX1.1 D1.1

EXIST. CONCRETE RETAINING WALL3301

604 604 604

604604604

304304304304

EXIST. CONCRETE

RETAINING WALL

EXIST. STONE

COVERED HLLSIDE /

BANK

EXIST. STONE

COVERED HLLSIDE /

BANK

PHOTO-IMAGES - EXISTING CONDTIONS

63' - 4"

EQUALLY SPACED BAYS

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

EX1.1

W M

T, V

BEG

KTG

BEG

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

EXISTING

CONDITIONS -

PLANS

-B

-0

TN PN

1/4" = 1'-0"EX1.1

1 EXISTING PLAN

0 2' 8'4' 16'

1/4" = 1'-0"

EX1.1 NOTES

No. Note Text

304 EXISTING CONCRETE WALL

604 EXISTING PLYWOOD SHEATHING

3301 EXIST. UTILITY POLE

A. EXTERIOR OVERALL VIEW B. EXTERIOR OF EMPTY BAY

C. INSIDE VIEW OF EMPTY BAY D. OUTSIDE VIEW OF EMPTY BAY

E. ROOF VENT, TYP. F. LOW EAVE OVERHANG G. INTERIOR BAY, TYP. H. INTERIOR WALL CONDITION AT END OF WALL I. EXTERIOR WALL CONDITION AT END OF WALL J. FRONT SIDE CONDITION

08/09/2024

BAY FLOOR

D1.1D1.1

EXIST. GRADE

V.I.F.

D1.1D1.1

FRONT

20' - 8"

D11

D13

D1.1D1.1

I I I I

D2 D2 D2

D1.1 D1.1

BAY FLOOR

D1.1D1.1

I I I I

D2 D2 D2

D3 D3 D4

REAR

24' - 4"

FRONT

20' - 8"

D8 D8D8 D8

D10

D7 D7 D7D7

BACK WALL

D12

BAY FLOOR

EXIST. GRADE

V.I.F.

FRONT

20' - 8"

EXISTING. GRADE LINE

ASPHALT LINE

EXIST. GRADE

EXISTING CONCRETE

WALL TO REMAIN

D6 D5

D12

EXISTING ROOF TO BE

REMOVED - SEE 1/D1.1

D13

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

D1.1

W M

T, V

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

DEMOLITION PLAN

-B

-0

1/4" = 1'-0"D1.1

2 BUILDING SECTION (DEMO)

1/4" = 1'-0"D1.1

1 ROOF PLAN (DEMO)

1/4" = 1'-0"D1.1

3 FRONT ELEVATION - DEMO 1/4" = 1'-0"D1.1

4 SIDE ELEVATION - DEMO

3/4" = 1'-0"D1.1

5 DEMO WALL SECTION

3/4" = 1'-0"D1.1

6 DEMO WALL SECTION

DEMOLITION NOTES

REMOVE ASPHALT ROLL ROOFING AND STRUCTURAL FRAMINGD1

REMOVE ROOF HATCHES (TYPICAL OF 3)D2

REMOVE GUTTERS AND DOWNSPOUTSD3

REMOVE STEEL GIRDERD4

REMOVE FASCIAD5

REMOVE WOOD BLOCKINGD6

REMOVE DAMAGED PLYWOOD ONLY AS DIRECTED BY THE OWNER PERD7

UNIT PRICE.

EXIST. CONCRETE WALL TO REMAIND8

EXIST. CONCRETE REAR WALL TO REMAIND9

EXIST. GUARDRAIL TO REMAIND10

EXIST. ASPHALT PAVEMENT TO REMAIND11

REMOVE EXISTING DRAIN PIPE, EXTENDING 5 FT. BEYOND OUTSIDED12

EDGE OF NEW FOOTING LOCATIONS

REMOVE ASPHALT PAVING FROM EXISTING BAY OPENINGS TO 5 FT.D13

BEYOND NEW DOOR OPENINGS (GRAY SHADED AREA)

N.T.S.D1.1

7 SITE PLAN - PN

08/09/2024

BEG

KTG

BEG

A3.1A1.1

I I I I

A1.1 A2.1

CHEMICAL

BAY

CHEMICAL

BAY

CHEMICAL

BAY

101 102 103

EDGE OF NEW ROOF ABOVE

A2.1

EXISTING

NEW

301302

8013201

604bA3.1A1.1

I I I I

63' - 4"

3202 3202 3202

A1.1 A2.1

604c604c 604c 604c

604a 604a 604a

3202 32023202

EXIST.

CONCRETE

RETAINING

WALLREF. TO 4/A3.1 REF. TO 3/A3.1

704.2

704.2704.2704.2

604b

302 REF. TO 4/A3.1

301 REF. TO 3/A3.1

713713

704.2 704.2

704.2704.2704.2704.2

705705

320532053205

3206 3206 3206

WL-1E

EF-1

WL-1I

WALKING OR DRIVING SURFACE AS INDICATED

PAINT POST

8" DIA. GALVANIZED STEEL

PIPE FILLED WITH CONCRETE

DOME TOP GRIND EDGES SMOOTH

2' - 0" DIA.

SLOPE TOP OF CONCRETE ONLY

3/8"X3/8" SLOT CONT. - CAULK

MEMBRANE

COMPACTED SUB-BASE

3,000 PSI CONCRETE

(4) #4 REBAR 18" "WINGS", FILLET WELD TO PIPE

PLAN SECTION

BASE LAYER

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A1.1

W M

T, V

BEG

KTG

BEG / TMT

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

FLOOR PLAN

-B

-0

TN PN

1/4" = 1'-0"

A2.1 A1.1

1 FLOOR PLAN

0 2' 8'4' 16'

1/4" = 1'-0"

3/4" = 1'-0"A1.1

3 TYP. BOLLARD DETAIL

1,594 EXISTING TOTAL SQUARE FOOTAGE

856 ADDITION TOTAL SQUARE FOOTAGE

2,450 NEW TOTAL SQUARE FOOTAGE

DOOR SCHEDULE

No.

Door Door Frame

Hardware Set RemarksWidth Height Material Material

101 18' - 0" 18' - 0" STEEL STEEL LOCK BY OWNER OVERHEAD COILING ROLL-UP DOOR

102 18' - 0" 18' - 0" STEEL STEEL LOCK BY OWNER OVERHEAD COILING ROLL-UP DOOR

103 18' - 0" 18' - 0" STEEL STEEL LOCK BY OWNER OVERHEAD COILING ROLL-UP DOOR

A1.1 NOTES

No. Note Text

301 NEW 12" CONCRETE WALL W/ REINFORCING SEE, STRUCTURAL DRAWINGS

302 NEW 6 1/2" CONCRETE WAL W/ REINFORCING SEE, STRUCTURAL DRAWINGS

604a EXISTING SHEET WATERPROOFING AND PLYWOOD SHEATHING 604b AT NEW WALLS 3/4" PRESSURE TREATED PLYWOOD SHEATHING OVER FLUID

APPLIED WATERPROOFING. FASTEN SHEATHING TO CONCRETE W/ CORROSION

RESISTANT TAPCONS @ 24" O.C. E.W.

604c REPLACE PLYWOOD AS REQ'D WHERE NEW WALL IS TO TIE-IN TO EXISTING

WALL. REPLACE DAMAGED PLYWD. ELSWHERE BASED ON OWNER

INSPECTION PER UNIT PRICE. REPLACEMENT PLYWOOD IS TO BE 3/4" PRESSURE

TREATED FASTENED W/ CORROSION RESISTANT TAPCONS @ 24" O.C. EXISTING

PLYWOOD TO REMAIN IS TO BE CLEANED AND PREPARED AS FOR

SPECIFICATIONS.

704.2 RECOAT EXISTING PLYWOOD SHEATHING OR APPLY NEW PLYWOOD

SHEATHING - ASPHALT BASE LIQUID COATING (ASTM D41 ASPHALT PRIMER.)

705 NEW SHEET WATERPROOFING MEMBRANE AS A PART OF PAVEMENT BASE -

TURN UP WALL AND TERMINATE 1" ABOVE FLOOR (TERMINATE 6" ABOVE BASE

COURSE OF PAVING). VERIFY TIE-IN & OVERLAP W/ EXISTING. PAVEMENT

WATERPROOFING MEMBRANE LINER SHALL EXTEND A MINIMUM OF 6" ABOVE

TOP OF ASPHALT AROUND ALL PENETRATIONS SUCH AS PIPE BOLLARDS,

CONDUITS, ETC IN ALL PAVED AREAS WITH PAVEMENT WATERPROOFING

MEMBRANE LINER SIMILAR TO PIPE BOLLARD DETAIL A ON DRAWING A1.1.

713 NEW 4" x 3" ALUMINUM DOWNSPOUT CONNECTED W/ NON-PERFORATED

DRAINPIPE TO EXISTING STORMWATER PIPE. INSTALL W/ ELBOWS, & SECURE

TO WALL W/ STRAP BRACKETS.

801 STEEL OVERHEAD ROLL-UP DOOR W/ MANUAL PULL CHAIN

3201 BOLLARD

3202 1 ½” SM-9.5A ACCORDING TO VDOT ROAD AND BRIDGE SPECIFICATION 315.

3205 5” BM-25.0 ACCORDING TO VDOT ROAD AND BRIDGE SPECIFICATION 315.

3206 ALL NEW PAVEMENT WORK & BASE TO EXTEND OUT 5' BEYOND NEW FOOTING

HUMIDISTAT

A3.1A1.1

I I I I

A3.1A1.1

I I I I

FRONT EDGE OF EXIST BUILDING WALL

A3.1A1.1

I I I I

A4.1A1.2

I I I I

A4.1A1.2

I I I I

A4.1A1.2

I I I I

DSDS

63' - 4"

EXISTING

SHED

EXISTING

CARPORT

DRAIN TRENCH

A P P

R O

X . D

N C

C E

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A1.2

W M

T, V

BEG

KTG

BEG / TMT

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

ROOF &

DIAGRAMMATIC

SITE PLAN

-B

-0

TN PN

1/4" = 1'-0"

A2.1 A1.2

1 ROOF PLAN (NEW)

0 2' 8'4' 16'

1/4" = 1'-0"

A1.2 NOTES

No. Note Text

701 NEW FULLY ADHRED EPDM MEMBRANE

ROOFING OVER 3/4" PLYWOOD SHEATHING

702 NEW 7" X 5.5" ALUMINUM GUTTER

CONNECTED TO ALUMINUM DOWNSPOUTS

CONNECTED W/ NON-PERFORATED

DRAINPIPE TO EXISTING STORMWATER PIPE.

TN PN

1" = 20'-0"

A2.1 A1.2

2 DIAGRAMMATIC SITE PLAN - EXISTING GRADING

0 20' 40' 60' 80'

1" = 20'

18' - 0"

BAY FLOOR

EXIST. GRADE

V.I.F.

A3.1A1.1

I I I I

REAR

24' - 4"

FRONT

20' - 8"

EXISTING

WALL

NEW

WALL

GRADE LINE

(STONE RIP-

RAP)

EXIST. RETAINING WALL VERIFY W/ EXISTING GRADE

1" 12"

4' - 0"1' - 0"

BAY FLOOR

A3.1A1.1

I I I I

742.1

REAR

24' - 4"

FRONT

20' - 8"

101 102 103

SIM

A3.1A2.1

I I I I

713 713

511511

901 901

EXISTING

GUARDRAIL,

BEYOND

EXISTING

GUARDRAIL,

BEYOND

BAY FLOOR

A3.1A1.1

I I I I

EXIST. GRADE

V.I.F.

REAR

24' - 4"

FRONT

20' - 8"

1" 12"

EXISTING

WALL

NEW

WALL

GRADE LINE

ASPHALT LINE

EXIST. RETAINING WALLVERIFY W/ EXISTING GRADE

1' - 0"4' - 0"

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A2.1

W M

T, V

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

FRONT AND SIDE

ELEVATIONS

-B

-0

3/8" = 1'-0" A2.1

2 DOOR ELEVATION

A1.1, A2.1

1/4" = 1'-0" A2.1

3 LEFT ELEVATION - NEW

A1.1, A2.1

No.

742.1

1/4" = 1'-0" A2.1

1 TYP. OVERHEAD DOOR RAIL GUIDE

A1.1, A2.1

1/4" = 1'-0" A2.1

4 RIGHT ELEVATION - NEW

A1.1, A2.1

0 2' 8'4' 16'

1/4" = 1'-0"

0 2' 8'4' 16'

1/4" = 1'-0"

0 2' 8'4' 16'

1/4" = 1'-0"

0 1' 4'2' 8'

3/8" = 1'-0"

08/09/2024

BEG

KTG BEG /

TMT

A2.1 NOTES

Note Text

NEW 12" CONCRETE WALL W/ REINFORCING SEE, STRUCTURAL DRAWINGS

DOWNSPOUT TO CONNECT SUB-DRAIN PIPE TO EXISTING STORMWATER

SYSTEM

NEW FULLY ADHRED EPDM MEMBRANE ROOFING OVER 3/4" PLYWOOD

SHEATHING

NEW 7" X 5.5" ALUMINUM GUTTER CONNECTED TO ALUMINUM DOWNSPOUTS

CONNECTED W/ NON-PERFORATED DRAINPIPE TO EXISTING STORMWATER

PIPE. EXPANSION JOINTS MAX. 30' APART CENTERED ON RUN LENGTH.

NEW 4" x 3" ALUMINUM DOWNSPOUT CONNECTED W/ NON-PERFORATED

DRAINPIPE TO EXISTING STORMWATER PIPE. INSTALL W/ ELBOWS, & SECURE

TO WALL W/ STRAP BRACKETS.

11 1/4" x 3/4"" FIBER-CEMENT TRIM BOARD, PAINT

STEEL OVERHEAD ROLL-UP DOOR W/ MANUAL PULL CHAIN

LOUVER W/ FLANGE - SEE HVAC EQUIPMENT SCHEDULE SHEET A1.1

PAINT, ALL EXTERIOR WALL SURFACES ABOVE GRADE

FAACS SIGN

EXHAUST FAN EF-1 - SEE HVAC EQUIPMENT SCHEDULE SHEET A1.0

BOLLARD

EXIST. UTILITY POLE

BAY FLOOR

A3.1A1.1

I I I I

A3.1A3.1

604b

A3.1A3.1

FRONT

20' - 8"

SLOPE ASPHALT

TOWARD OPENINGS,

VERIFY W/ EXISTING

GRADE

A4.1A1.2

TOP OF EXIST. WALL

BEYOND

NEW CONC. WALL

BEYOND

604b

Sim

A3.1A1.1

I I I I

Sim

A3.1A1.1

I I I I

HILLSIDE HILLSIDE

EXISTING

RETAING

WALL

EXISTING

RETAING

WALL

EXIST.

GUARDRAIL

BAY FLOOR

EXIST.

GRADE,

VERIFY

A4.1A1.2

A3.1A3.1

A3.1A1.1

I I I I

REAR

24' - 4"

FRONT

20' - 8"

TOP OF EXIST. WALL

BEYOND

604b

RE-PAVING

A3.1A3.1

EXISTING

WALL

NEW

WALL

NEW

WALL

JOINT

VERIFY SLOPE W/ EXISTING GRADE

NEW PAVING TO EXTEND OUT 5' BEYOND

NEW FOOTINGS

1" 12"

TOP OF NEW

WALL BEYOND

TOP OF NEW

WALL BEYOND

604b301

704.2

OUTSIDE INSIDE

704.1

NEW

CONCRETE

BEYOND

CHAMFER

CONC. AT

EDGE OF

JAMB COORD.

W/ STRUCT.

604b

704.1

604b

INTERIOR SIDE

EXTERIOR SIDE

SEE SIDE

ELEVATION

FOR FINISH

704.2

704.1

604b

SAME TREATMENT

ON BOTH SIDES

704.2

SLOPE

NEW CONCRETE

DOOR RAIL GUIDE,

PER MANUFACTURER,

NEW ASPHALTIC WEAR COURSE

ASPHALTIC

BASE COURSE

GRADED

AGREGATE

BASE COURSE

SUB-GRADE

1' - 0"

MEMBRANE OVERLAP

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A3.1

W M

T, V

BEG

KTG

BEG / TMT

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

BUILDING

SECTIONS AND

DETAILS

-B

-0

1/4" = 1'-0" A3.1

1 BUILDING SECTION

A1.1, A1.2, A2.1, A3.1

1/4" = 1'-0" A3.1

2 BUILDING SECTION (NEW)

A1.1, A1.2, A2.1, A3.1

NEW WORK NOTE:

PATCH ALL HOLES AND IRREGULARITIES IN EXISTING

CONCRETE AND PROVIDE ASPHALT BASE LIQUID

COATING ON INTERIOR OF CHEMICAL BAY NEW AND

EXISTING CONCRETE WALLS.

3/4" = 1'-0" A3.1

8 FLOOR BASE DETAIL

A3.1

3/4" = 1'-0" A3.1

6 OVERHEAD DOOR SECTION DETAIL

A3.1

1" = 1'-0" A3.1

3 OUTSIDE CONCRETE WALL

A3.1

1" = 1'-0" A3.1

4 INSIDE CONCRETE WALL

A3.1

3/4" = 1'-0" A3.1

9 FLOOR SILL DETAIL

A3.1

3" = 1'-0" A3.1

7 OVERHEAD DOOR JAMB DETAIL

A2.1

A3.1 NOTES

No. Note Text

301 NEW 12" CONCRETE WALL W/ REINFORCING SEE, STRUCTURAL DRAWINGS

302 NEW 6 1/2" CONCRETE WAL W/ REINFORCING SEE, STRUCTURAL DRAWINGS

303 CONCRETE FOOTING - SEE STRUCT. DWGS

501 STEEL GIRDER, SEE STRUCT. DWGS

602 2X10 WOOD JOISTS @ 16" O.C.

604b AT NEW WALLS 3/4" PRESSURE TREATED PLYWOOD SHEATHING OVER FLUID APPLIED WATERPROOFING. FASTEN

SHEATHING TO CONCRETE W/ CORROSION RESISTANT TAPCONS @ 24" O.C. E.W.

605 WOOD RAFTERS, SEE STRUCT. DWGS

701 NEW FULLY ADHRED EPDM MEMBRANE ROOFING OVER 3/4" PLYWOOD SHEATHING

702 NEW 7" X 5.5" ALUMINUM GUTTER CONNECTED TO ALUMINUM DOWNSPOUTS CONNECTED W/ NON-PERFORATED

704.1 FLUID APPLIED WATERPROOFING MEMBRANE

704.2 RECOAT EXISTING PLYWOOD SHEATHING OR APPLY NEW PLYWOOD SHEATHING - ASPHALT BASE LIQUID

COATING (ASTM D41 ASPHALT PRIMER.)

705 NEW SHEET WATERPROOFING MEMBRANE AS A PART OF PAVEMENT BASE - TURN UP WALL AND TERMINATE 1"

ABOVE FLOOR (TERMINATE 6" ABOVE BASE COURSE OF PAVING). VERIFY TIE-IN & OVERLAP W/ EXISTING.

PAVEMENT WATERPROOFING MEMBRANE LINER SHALL EXTEND A MINIMUM OF 6" ABOVE TOP OF ASPHALT AROUND ALL PENETRATIONS SUCH AS PIPE BOLLARDS, CONDUITS, ETC IN ALL PAVED AREAS WITH PAVEMENT

WATERPROOFING MEMBRANE LINER SIMILAR TO PIPE BOLLARD DETAIL A ON DRAWING A1.1.

707 EPDM SILL PLATE GASKET

742.2 8" x 3/4"" FIBER-CEMENT TRIM BOARD, PAINT

801 STEEL OVERHEAD ROLL-UP DOOR W/ MANUAL PULL CHAIN

3202 1 ½” SM-9.5A ACCORDING TO VDOT ROAD AND BRIDGE SPECIFICATION 315.

3203 5" BITUMINOUS CONCRETE INTERMEDIATE VERIFY W/ OWNER

3204 6" COMPACTED AGGREGATE BASE 95% MAX DENSITY

3205 5” BM-25.0 ACCORDING TO VDOT ROAD AND BRIDGE SPECIFICATION 315.

3206 ALL NEW PAVEMENT WORK & BASE TO EXTEND OUT 5' BEYOND NEW FOOTING

3301 EXIST. UTILITY POLE

0 2' 8'4' 16'

1/4" = 1'-0"

3/4" = 1'-0" A3.1

5 PAVEMENT TIE-IN DETAIL

A3.1

08/09/2024

DRAINPIPE TO EXISTING STORMWATER PIPE. EXPANSION JOINTS MAX. 30' APART CENTERED ON RUN LENGTH.

742.1

703.1

70212 1

2' - 0"

742.2

742.1

602703.2

12 1

742.2

742.1

703.1

12 1

604b

2' - 0"

SIM

A4.1A4.1

SIM

A4.1A4.1

742.2

EXIST. GRADE

EXISTING CONCRETE

STRUCTURE

742.1

703.2

12 1

DOWEL

WATERSTOP

SIM

A4.1A4.1

SIM

A4.1A4.1

742.2

742.1

703.2

TOP OF CONC. SLOPE TO MATCH 2:12 ROOF SLOPE.

SIM

A4.1A4.1

704.2

704.1

604b

703.2

742.1

703.1

1- 1/

" M

701.1

702.1

742.1

703.2

707 604b

604b

ARCHITECT

C O M

LTH OF

VIRG

AIBRIAN E. GOLDMAN

Lic. No. 401016855

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A4.1

W M

T, V

BEG

KTG

BEG

WORKING DRAWINGS

M T.

N A

H Q

C H

A L

R A

G E

B U

F A

A C

S &

08/09/2024

DETAILS

-B

-0

2" = 1'-0"1 1/ A4.1

3 FRONT FASCIA & SOFFIT DETAIL

2" = 1'-0"1 1/ A4.1

4 REAR FASCIA & SOFFIT DETAIL

3/4" = 1'-0" A4.1

1 FRONT SOFFIT DETAIL

A1.2, A3.1

3/4" = 1'-0" A4.1

2 REAR SOFFIT DETAIL

A1.2, A3.1

3/4" = 1'-0" A4.1

5 RIGHT SOFFIT DETAIL

A1.2, A3.1

3" = 1'-0" A4.1

6 FASCIA & RAKE DETAIL

2" = 1'-0"1 1/ A4.1

7 GUTTER DETAIL

2" = 1'-0"1 1/ A4.1

8 LOUVER HEAD DETAIL

2" = 1'-0"1 1/ A4.1

9 LOUVER SILL DETAIL

2" = 1'-0"1 1/ A4.1

10 LOUVER JAMB DETAIL

08/09/2024

A4.1 NOTES

No. Note Text

301 NEW 12" CONCRETE WALL W/ REINFORCING SEE, STRUCTURAL

DRAWINGS

602 2X10 WOOD JOISTS @ 16" O.C.

603 2X12 WOOD DOUBLE PLATE W/ CONC. ANCHORS, SEE STRUCTURAL

DRAWINGS

604b AT NEW WALLS 3/4" PRESSURE TREATED PLYWOOD SHEATHING

OVER FLUID APPLIED WATERPROOFING. FASTEN SHEATHING TO

CONCRETE W/ CORROSION RESISTANT TAPCONS @ 24" O.C. E.W.

609 2X BLOCKING INFILL BETWEEN JOINTS @ 2' O.C.

610 PRESSURE TREATED WOOD BLOCKING

701 NEW FULLY ADHRED EPDM MEMBRANE ROOFING OVER 3/4"

PLYWOOD SHEATHING

701.1 NEW EPDM MEMBRANE SELF ADHERNG COVER STRIP EDGE

FLASHING

702 NEW 7" X 5.5" ALUMINUM GUTTER CONNECTED TO ALUMINUM

DOWNSPOUTS CONNECTED W/ NON-PERFORATED DRAINPIPE TO

EXISTING STORMWATER PIPE. EXPANSION JOINT 30' MAX.

702.1 GUTTER HANGERS PER MANUFACTURER

703.1 1-1/2" CONTINUOUS METAL DRIP-EDGE FLASHING

703.2 4" MIN. CONTINUOUS METAL FASCIA & RAKE EDGE FLASHING

704.1 FLUID APPLIED WATERPROOFING MEMBRANE

704.2 RECOAT EXISTING PLYWOOD SHEATHING OR APPLY NEW PLYWOOD

SHEATHING - ASPHALT BASE LIQUID COATING (ASTM D41 ASPHALT

PRIMER.)

707 EPDM SILL PLATE GASKET

713 NEW 4" x 3" ALUMINUM DOWNSPOUT CONNECTED W/

NON-PERFORATED DRAINPIPE TO EXISTING STORMWATER PIPE.

INSTALL W/ ELBOWS, & SECURE TO WALL W/ STRAP BRACKETS.

742.1 11 1/4" x 3/4"" FIBER-CEMENT TRIM BOARD, PAINT

742.2 8" x 3/4"" FIBER-CEMENT TRIM BOARD, PAINT

743 VENTED SOFFIT PANEL

802 LOUVER W/ FLANGE - SEE HVAC EQUIPMENT SCHEDULE SHEET A1.1

STRUCTURAL NOTES

1. GENERAL REQUIREMENTS

A. THE STRUCTURE HAS BEEN DESIGNED TO RESIST LOADS ONLY AS A COMPLETED STRUCTURE. APPLICATION OF CONSTRUCTION LOADS TO THE PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND INCLUDED IN THE DESIGN OF SHORING, BRACING, FORMW ORK, AND OTHER SUPPORTING ELEMENTS PROVIDED FOR THE CONSTRUCTION OF THE STRUCTURE.

B. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, REPORTING ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING W ITH THE W ORK. SHOP DRAW INGS SHALL REFLECT FIELD VERIFIED DIMENSIONS BEFORE SUBMITTING TO THE

ENGINEER.

2. APPLICABLE CODES AND STANDARDS

A. "VIRGINIA UNIFORM STATEW IDE BUILDING CODE" (2018 VUSBC).

B. ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".

C. AISC, "MANUAL OF STEEL CONSTRUCTIONS - ALLOW ABLE STRESS DESIGN".

D. STRUCTURAL W ELDING CODE, AW S D1.1.

E. ANSI/AW C NDS-2018 "NATIONAL DESIGN SPECIFICATIONS FOR W OOD CONSTRUCTION."

3. DESIGN LOADS

A. LIVE LOAD

a. ROOF 30 PSF

B. W IND LOAD

a. ULTIMATE W IND SPEED, VULT 115 MPH

b. RISK CATEGORY II

c. EXPOSURE CATEGORY C

C. SNOW LOAD

a. GROUND SNOW LOAD, Pg 40 PSF

b. FLAT-ROOF SNOW LOAD, Pf 35 PSF

c. EXPOSURE FACTOR, Ce 1.0

d. IMPORTANCE FACTOR, IS. 1.0

e. THERMAL FACTOR, Ct 1.2

4. SOIL BEARING CAPACITY

A. THE ASSUMED ALLOW ABLE SOIL BEARING PRESSURE IS 1,500 PSF AND SHALL BE VERIFIED DURING CONSTRUCTION.

B. ENGINEERED FILL SHALL BE AN APPROVED MATERIAL PLACED IN HORIZONTAL LAYERS W ITH A MAXIMUM LOOSE THICKNESS OF 8".

EACH LAYER SHALL BE COMPACTED TO A DRY DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR METHOD). FULL TIME DENSITY TESTS SHALL BE PERFORMED TO VERIFY COMPACTION REQUIREMENTS ARE

MET.

5. MATERIALS

A. CONCRETE (COMPRESSIVE STRENGTH AT 28 DAYS) 5,000 PSI, EXP F3, C2, 0.4 W C RATION

B. REINFORCING STEEL

a. REINFORCING BARS ASTM A1035, GRADE 100

C. STRUCTURAL STEEL - ALL STEEL SHALL BE GALVANIZED AFTER FABRICATION)

a. PLATE, ANGLE, CHANNEL ASTM A36

b. W SHAPE ASTM A992

c. STRUCTURAL BOLTS ASTM F3125, GRADE A325

d. PIPE ASTM A53, GR B

e. W ELDING ELECTRODES E70XX

D. POST INSTALLED ANCHORS

a. POST INSTALLED ANCHORS SHALL BE AS NOTED ON THE PLANS, OR APPROVED EQUAL. ANCHORS SHALL BE INSTALLED IN

ACCORDANCE W ITH MANUFACTURER'S W RITTEN INSTRUCTIONS AND BY A MANUFACTURER'S CERTIFIED INSTALLER.

E. DIMENSIONED LUMBER #2 SPRUCE/PINE/FIR OR BETTER GRADE - PRESERVATIVE TREATED

ABBREVIATIONS

ABV ABOVE

AFF ABOVE FINISHED FLOOR

ARCH ARCHITECT

B BOTTOM

BM BEAM

BRG BEARING

CFMS COLD FORM METAL STUD

CJ CONTROL/

CONSTRUCTION JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CYD CUBIC YARDS

DL DEAD LOAD

DN DOW N

EA EACH

EL ELEVATION

EMBED EMBEDMENT

EW EACH W AY

EXIST EXISTING

F FL FINISHED FLOOR

FTG FOOTING

F-# FOOTING DESIGNATION

GW B GYPSUM W ALL BOARD

HORIZ HORIZONTAL

K KIP = 1,000 POUNDS

LB POUND

LBS POUNDS

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LW LONG W AY

MAX MAXIMUM

MTL METAL

MFG MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OPG OPENING

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

P-# PIER DESIGNATION

STL STEEL

SW SHORT W AY

T TOP

TYP TYPICAL

VIF VERIFY IN FIELD

VERT VERTICAL

W W F W ELDED W IRE FABRIC

W / W ITH

REBAR DEVELOPMENT LENGTH

REBAR SIZE

STRAIGHT

22"

28"

32"

WITH HOOK

10"

LAP

29"

37"

42"

8' - 0"

16' - 0"

8' - 0" 8' - 0"

16' - 0"

49.2 PSF

44.9 PSF

57.4 PSF

57.2 PSF

74.4 PSF57.4 PSF

57.4 PSF

74.4 PSF

57.2 PSF

DATE:

DESIGNED:

DRAW N:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

423-296

:1 :5

S0.1

P R

O J

E C

T N

E W

M A

R K

E T, V A

W ORKING DRAW INGS

M T

C K

S O

N A

H Q

C H

E M

L S

T O

R A

G E

B U

F A

A C

A L

T E

R A

N S

A N

D A

D D

L D

V A

L L

E Y

GENERAL

NOTES AND

DETAILS

P R

C T

C O

D E

-B

-0

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

WIND C&C UPLIFT PLAN

08/09/2024

JLL

S1.0S1.0

S3.0S1.0

63' - 4"

1' - 0" 1' - 4 1/2" 18' - 0"

1' - 4 1/2"

6 1/2"

9 7/8" 18' - 0" 9 7/8"

6 1/2"

11 1/8" 18' - 0"

11 1/8" 1' - 0"

S1.0S1.0

(TYP EXTERIOR)

(TYP)

S1.0S1.0

(TYP INTERIOR)

TIE INTO

EXISTING FOOTING

AND STEP AS REQ'D

FOR GRADE (TYP)

EXISTING 6 1/2" W ALL EXISTING 6 1/2" W ALL

EXISTING 12" W ALL

EXISTING 12" W ALL EXISTING 12" W ALL

NEW 12" W ALL

6" (TYP)

(SIM, TYP)

(TYP)

C L

PAVEMENT SECTION

SEE ARCH

SEE ARCH FOR

W ALL COATING

AND PLYW OOD

1' - 0"

3' - 0"

(3) #5 CONT

#5 @ 12" 2 1/2" CLR

#4 @ 12" CONT

2x6 SHEAR KEY

AND W ATERSTOP

MATCH TOP OF

EXISTING FOOTING

CLEAN EXISTING W ALL EDGE

AND APPLY BONDING AGENT

18" LONG #6 DOW ELS @ 18" SPA

FULL HEIGHT - CENTERED IN W ALL

DRILL AND EPOXY

(3) #5 ALIGNED

W / LONGITUDINAL

FOOTING REBAR

INTO EXISTING FOOTING

NEW VERTICAL

REBAR NOT

SHOW N FOR

CLARITY

EXISTING W ALL AND FOOTING

NEW W ALL

NEW FOOTING

C L

6 1/2"

3' - 0"

#5 @ 6" (CENTER)

ALT DIRECTION

OF LEG

#5 @ 12"

(3) #5 CONT

2x4 SHEAR KEY

AND W ATERSTOP SEE ARCH

FOR PAVEMENT

SECTION

SEE ARCH FOR COVERING

DATE:

DESIGNED:

DRAW N:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

423-296

:1 :5

S1.0

P R

O J

E C

T N

E W

M A

R K

E T, V A

W ORKING DRAW INGS

M T

C K

S O

N A

H Q

C H

E M

L S

T O

R A

G E

B U

F A

A C

A L

T E

R A

N S

A N

D A

D D

L D

V A

L L

E Y

FOUNDATION

PLAN

P R

C T

C O

D E

-B

-0

SCALE: 1/4" = 1'-0"

FOUNDATION PLAN

0' 2' 4' 8' 16'

1/4" = 1'-0"

3/4" = 1'-0"S1.0 S1.0

1 SECTION

3/4" = 1'-0"S1.0 S1.0

2 SECTION

0' 1' 2' 4' 8'

1/2" = 1'-0"

3/4" = 1'-0"S1.0 S1.0

SECTION3

08/09/2024

JLL

S3.0S1.0

S2.0S2.0

S3.0S1.0

S2.0S2.0

PROVIDE HURRICANE CLIPS

AT EACH JOIST (SEE SECTION)

PROVIDE BLOCKING @ MIDPSAN AND NEAR INTERIOR SUPPORTS

2X10 @ 1'-4" MAX

W 12x26 W 12x26 W 12x26

INTERIOR W ALL

STOPS AT W 12

BEARING AREA -

DO NOT EXTEND

TO ROOF

INTERIOR W ALL

STOPS AT W 12

BEARING AREA -

DO NOT EXTEND

TO ROOF

2x10 RIM BOARD

2x10

3/4" SHEATHING

4"/12" FASTENER SPACING

#10 x 2 1/2" SCREW FASTENERS

(2)2x12 PLATE

W / 1/2"Ø ANCHOR BOLT

@ 18" SPACING

DRILL & EPOXY PERMITTED

6" EMBED (STAINLESS STEEL)

#4 STIRRUP @ 9"

(2) #6 CONT (TOP, BOTTOM

AND IN THE MIDDLE)

2' - 0 1/2"

HURRICANE CLIP

SERVICE LOAD

CAPACITY 450 LBS

1' - 0"

18' - 0"

IMPERVIOUS MOISTURE

BARRIER - SEE ARCH

EXISTING

W ALL

APPLY

BONDING

AGENT

DRILL & EPOXY

#6 @ 12"

(9" EMBED)

(2) #5 CONT

@ 12" SPA

HURRICANE CLIP

SERVICE CAPACITY

450 LBS (2) 2x12 NAILER

W / 1/2"Ø @ 18"

6" EMBED)

3/4" SHEATHING

2x10 RIM BOARD

1' - 0"

IMPERVIOUS MOISTURE

BARRIER - SEE ARCH

1/2" x4 1/2"x12" PL

W / (2) 1/2" Ø ANCHOR BOLTS

DRILLED & EPOXY

6" EMBED (STAINLESS STEEL)

HURRICANE CLIP

SERVICE CAPACITY

450# EA JOIST

(2)2x8 NAILER W /

1/2"Ø BOLTS @ 18"

STAGGERED SIDES

BASE PLATE

W ELDED TO ONE

BEAM ONLY

(3) #5 @ 6"

ALONG SLOPE

THEN #5 @ 12"

1/2"x6"x9" SPLICE

PLATE EA SIDE W /

(6) 5/8" Ø BOLTS

1/2" x4 1/2"x12" PL

W / (2) 1/2" Ø ANCHOR BOLTS

DRILLED & EPOXY

6" EMBED (STAINLESS STEEL)

3/16

1' - 0"

BEAM POCKET

1'-6" LONG

BLOCKING @ 2'-0"

ALONG W ALL

EDGE JOIST

HURRICANE CLIP

SERVICE CAPACITY

450# EA JOIST

2x8 NAILER W /

1/2"Ø BOLTS @ 18"

STAGGERED SIDES

2x10 NAILER AROUND

EDGE - 1/2"Ø ANCHORS

@ 4'-0" MAX

IMPERVIOUS MOISTURE

BARRIER - SEE ARCH

DATE:

DESIGNED:

DRAW N:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

423-296

:1 :5

S2.0

P R

O J

E C

T N

E W

M A

R K

E T, V A

W ORKING DRAW INGS

M T

C K

S O

N A

H Q

C H

E M

L S

T O

R A

G E

B U

F A

A C

A L

T E

R A

N S

A N

D A

D D

L D

V A

L L

E Y

ROOF

FRAMING

PLAN

P R

C T

C O

D E

-B

-0

SCALE: 1/4" = 1'-0"

ROOF FRAMING PLAN

0' 2' 4' 8' 16'

1/4" = 1'-0"

3/4" = 1'-0"S2.0 S2.0

SECTION4

3/4" = 1'-0"S2.0 S2.0

SECTION3

0' 1' 2' 4' 8'

1/2" = 1'-0" 3/4" = 1'-0"S2.0 S2.0

SECTION2

3/4" = 1'-0"S2.0 S2.0

SECTION1

08/09/2024

JLL

S2.0

W 12 W /

(2) 2x8 NAILER

ON TOP FLANGE (TYP)

2x10 JOISTS

W / BLOCKING

AT MIDPSAN AND

NEAR SUPPORTS

APPROXIMATE

LIMITS OF

EXISTING W ALL

CLEAN SURFACE OF

EXISTING W ALL AND

APPLY BONDING AGENT

18" LONG #6 DRILL & EPOXY

9" EMBED - 18" SPA

(NEW W ALL TO EXISTING W ALL AT

ALL LOCATIONS)

MATCH W ALL REINFORCEMENT

OF NEW SECTION IN

INFILL LOCATIONS

FORM 1/4"X1 1/2" CONTROL

JOINT AND FILL W ITH

FLEXIBLE SEALANT

FULL HEIGHT AT COLD JOINT

AND ABOVE - ALL W ALLS

ALL SIDES

SEE ARCH FOR GRADE

SEE ARCH

FOR THRESHOLD DETAIL

T/STEEL

20' - 10 1/2" 22' - 0 3/4"

PROVIDE LEVELING

GROUT / SHIM FOR

LEVEL BEARING

T/INTERIOR W ALL

DATE:

DESIGNED:

DRAW N:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

423-296

:1 :5

S3.0

P R

O J

E C

T N

E W

M A

R K

E T, V A

W ORKING DRAW INGS

M T

C K

S O

N A

H Q

C H

E M

L S

T O

R A

G E

B U

F A

A C

A L

T E

R A

N S

A N

D A

D D

L D

V A

L L

E Y

BUILDING

SECTION

P R

C T

C O

D E

-B

-0

1/4" = 1'-0"S1.0 S3.0

1 SECTION

0' 2' 4' 8' 16'

1/4" = 1'-0"

08/09/2024

JLL

CHEMICAL BAY

EXISTING

ELECTRICAL

PANEL (NOTE 1)

NOTE 4

NEW LIGHT FIXTURE

(NOTE 2)(TYP OF 8)

EXISTING LIGHT

SWITCH (NOTE 3)

E1.1

80.00°

0°

EF-1 (NOTE 5)

CONDUIT RUN EXPOSED

HOMERUN

LIGHT SWITCH, SINGLE POLE

MOTOR

LEGEND

E1.1E1.1

19' - 0" AFF

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

423-296

P M

E1.1

P R

O J E

C T

N O

T, V A

JHR/TBC

MGB

WORKING DRAWINGS

M T

C K

S O

N A

H Q

C H

E M

L S

T O

R A

G E

B U

F A

A C

N S

A N

D A

D D

L D

V A

L L

E Y

LIGHTING

PLAN

T C

O D

1- B

-0

NOTES (SHEET E1.1)

1. EXISTING 120V PANEL.

2. PROVIDE NEW LED FLOOD LIGHT, HUBBLE FSL-10L-25-5K-RM-120-K-DB MOUNTED TO WEATHERPROOF

MALLEABLE STEEL BOX AT 19' AFF.

3. EXISTING SURFACE MOUNT WEATHERPROOF TYPE FD SINGLE POLE SWITCH.

4. 2 CIRCUITS, ONE FOR EF-1 AND THE OTHER FOR LIGHTS. USE 4 #12 & 1 #12 IN 3/4" CONDUIT AND CONNECT TO EXISTING PANEL. CONNECT TO EXISTING 20A, 1P CIRCUIT BREAKERS AND LABEL "SALT BIN LIGHTS" AND "EF-1".

5. WIRE NEMA 3R DISCONNECT REQUIRED BY SCHEDULE AND HUMIDISTAT. COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE ALL COMPONENTS AND WIRING NECESSARY FOR A COMPLETELY OPERATIONAL

SYSTEM. SEE SHEET A1.1 FOR DETAILS.

1/4" = 1'-0"

FLOOR PLAN - LIGHTING

BASIS OF DESIGN

THE DESIGN (LIGHT FIXTURE) SHOWN IS INTENDED ONLY TO SHOW THE GENERAL SIZE, CONFIGURATION, LOCATION, CONNECTIONS AND SUPPORT FOR EQUIPMENT OF SYSTEMS SPECIFIED WITH RELATION TO THE OTHER BUILDING SYSTEMS. SEE SPECIFICATIONS SECTION 265619 FOR TECHNICAL REQUIREMENTS PERTAINING TO THE EQUIPMENT.

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AMPS AMPERES

AT AMPERE TRIP

C CONDUIT

EMT ELECTRICAL METALLIC THINWALL

GEC GROUNDING ELECTRODE CONDUCTOR

GFI GROUND FAULT INTERRUPTER

GND GROUND

MH MOUNTING HEIGHT

N, NEUT NEUTRAL

P POLE

PNL PANEL

PVC POLYVINYL CHLORIDE CONDUIT

TYP TYPICAL

V VOLTS

WP WEATHERPROOF

ABBREVIATIONS

1/2" = 1'-0"E1.1E1.1

1 DETAIL - 1

1/2" = 1'-0"E1.1E1.1

A SECTION "A"

0' 2' 4' 8' 16'

1/4" = 1'-0"

0' 1' 2' 4' 8'

1/2" = 1'-0"

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

423-296

P M

E2.1

P R

O J E

C T

N O

T, V A

WORKING DRAWINGS

M T

C K

S O

N A

H Q

C H

E M

L S

T O

R A

G E

B U

F A

A C

N S

A N

D A

D D

L D

V A

L L

E Y

VISUAL

LIGHTING

CALCULATIONS

T C

O D

1- B

-0

0' 2' 4' 8' 16'

1/4" = 1'-0"

VISUAL LIGHTING CALCULATIONS

08/09/2024

JHR/TBC

MGB

2022 Stanton - Mt.Jackson AHQ_CENTRAL_keithAP

423-296 STRUCTURE SEALED

Sheets

S0.1 - GENERAL NOTES AND DETAILS

S1.0 - FOUNDATION PLAN

S2.0 - ROOF FRAMING PLAN

S3.0 - BUILDING SECTION

423-296 ELECTRICAL SEALED

File details come from the government source that posted it. Updated Jan 13, 2025.