construction documents addendum 02 damascus trail … · 7/27/2018 · t i u v j w k l x y z...

McCarty Holsaple McCarty Architects Damascus Trail Center Addendum 02

Addendum No. 01 1 07/27/2018

CONSTRUCTION DOCUMENTS – ADDENDUM 02

DAMASCUS TRAIL CENTER

DATE: July 27, 2018

TO: Bidders

Addendum 02 for the Damascus Trail Center clarifies and/or modifies the original specifications and

drawings issued for bidding on June 22, 2018.

BIDDING CLARIFICATIONS

1. Refer to Specification Section 07.41.13 – Standing Seam Metal Roof Panels, Paragraph 2.2.B.1.

MRS System 2500, Manufactured by Metal Roofing Systems Inc. of Stanley NC is approved as a

comparable product.

2. Refer to Drawing S0.1 Special Instructions and Structural Notes: To the Structural Wood Notes

section, add the following: “I. Roof sheathing shall be secured with 0.190” shank diameter x 6 ½”

long screws at 24” square pattern. Provide 0.625” diameter pancake head and 2 ¾” thread

length. Epoxy coat screws.”

3. Refer to AS110 Architectural Site Plan and Detail 4/A541 – Hammock Zone Details: Hammock

support posts shall be provided and installed by Contractor.

4. Refer to AS110 Architectural Site Plan and A451 – Typical Details: Site benches and seating

shall be provided and installed by Contractor.

5. Refer to AS110 Architectural Site Plan: Contractor shall provide an allowance of $2500 for the

purchase and installation of the Fire Pit.

6. Refer to AS110 Architectural Site Plan and A451 – Typical Details: Project Signage and lettering

shall be provided and installed by Contractor.

7. Refer to AS110 Architectural Site Plan: Wood Post Topography Sculpture shall be provided and

installed by Others. Not in Contract.

8. Refer to Drawing PE100 Plumbing Electrical Site and the Electric Service Riser Diagram on

Drawing E101 Electrical Plans. Contractor shall provide for 100 feet of conduit and wiring from

the pad mounted transformer to the CT cabinet in his Base Bid. Contractor shall also provide a

Unit Price on the Bid Form for any adjustment to that length, once the transformer location is set

by the local utility. See attached Bid Form REV 2.

9. Refer to Specification Section 09.90.00 Painting and Coating: Paragraph 3.02Q. Back priming

does not apply to pressure treated wood deck boards.

10. Refer to Drawings E100 and E101 Electrical plans for revisions to lighting fixtures and controls.

11. The following Architectural drawings are attached and reissued: G000, AG001, A300, A500, A600

12. The following Civil drawings are attached and reissued: C1-01, C2-01, C2-02, C5-01, C5-02,

ATTACHMENTS

1. Bid Form Revision 2

2. G000 Cover Sheet

3. AG001 Interior Partitions and Life Safety

4. A300 Composite Exterior Elevations

McCarty Holsaple McCarty Architects Damascus Trail Center Addendum 02

Addendum No. 01 2 07/27/2018

5. A500 Plan Details

6. A600 Stair Plans and Details

7. C1-01 Demolition Plan

8. C2-01 Site Layout and Dimension Plan

9. C2-02 Site Details

10. C5-01 Erosion and Sediment Control Plan

11. C5-02 Erosion and Sediment Control Details

12. E100 Electrical Plans

13. E101 Electrical Plans

END OF ADDENDUM 02

McCarty Holsaple McCarty Architects, Inc. Damascus Trail Center Bid Form

Addendum No. 01 1 07/20/2018

BID FORM - REVISION 2

1.01 THE PROJECT AND THE PARTIES

A. TO: Town of Damascus

208 W. Laurel Ave.

Damascus, VA 24236

FOR: Damascus Trail Center

B. DATE: ______________ (BIDDER TO ENTER DATE)

C. SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS)

1. Bidder's Full Name

________________________________________________________________

2. Address

_________________________________________________________________

3. City, State, Zip

_________________________________________________________________

D. OFFER

1. Having examined the Place of The Work and all matters referred to in the Instructions to

Bidders and the Contract Documents prepared by McCarty Holsaple McCarty for the

above mentioned project, we, the undersigned, hereby offer to enter into a Contract to

perform the Work for the sum of:

_________________________________________________________

________________________________________________________ dollars

($______________________), in lawful money of the United States of America.

2. All applicable federal, state and local taxes are included in the Bid Sum, with the

exception of items that qualify for purchase tax free for a tax-exempt organization.

E. ACCEPTANCE

1. This offer shall be open to acceptance and is irrevocable for sixty days from the bid

closing date.

2. If this bid is accepted by the Town of Damascus within the time period stated above, we

will:

a. Commence work within seven days after written Notice to Proceed of this bid.

3. If this bid is accepted within the time stated, and we fail to commence the Work or we

fail to provide the required Bond(s), the security deposit shall be forfeited as damages

to the Town of Damascus, by reason of our failure, limited in amount to the lesser of the

face value of the security deposit or the difference between this bid and the bid upon

which a Contract is signed.

4. In the event our bid is not accepted within the time stated above, the required security

deposit shall be returned to the undersigned; unless a mutually satisfactory

arrangement is made for its retention and validity for an extended period of time.

F. CONTRACT TIME

1. If this Bid is accepted, we will:

2. Complete the Work in _____________________ calendar days from Notice to Proceed.

(Bidder to enter number of days.)


Addendum No. 01 2 07/20/2018

G. ALTERNATES

1. Alternate No. 1: Credit for labor to install wood decking and subframing at all exterior

decks.

a. _____________________________________($__________ )

2. Alternate No. 2: Not used

a. _____________________________________($__________ )

H. UNIT PRICES

1. The following are Unit Prices for specific portions of the Work as listed:

a. Rock Excavation – Open; in open excavation, removal from site and legal disposal of unsuitable material. $_______________/CY

b. Rock Excavation - Trenches; in trenches and pits, removal from site and legal disposal of unsuitable material. $__________/CY

c. Unsuitable Soil; Excavation beyond indicated subgrade elevations due to unsuitable subgrade conditions, removal from site and legal disposal of unsuitable material. $_______________/CY

d. Borrow Material as Fill; Procurement, hauling, placement and compaction of offsite borrow soil material, acceptable for use as fill. $______________/CY

e. Excavation of Unsuitable Soil, Relocation and Compaction On-site; Excavation

beyond indicated subgrade elevations due to unsuitable subgrade conditions,

relocation and compaction on-site. $___________/CY

f. Compacted Granular Fill: Procurement, hauling, placement of

off-site granular fill material, acceptable for use as fill in excess of indicated of

reasonably inferred quantities $______________/Ton.

g. Additional Footing Concrete; Procurement, hauling, placement of additional footing concrete, when required to address field conditions. $_________/CY

h. Primary Service Wiring and Conduit; for an increase or reduction in the lineal footage of wiring and conduit from the pad transformer to the CT cabinet $_______/LF.

I. CHANGES TO THE WORK

1. When Architect establishes that the method of valuation for Changes in the Work will be

net cost plus a percentage fee in accordance with General Conditions, our percentage

fee will be:

a. ______ percent overhead and profit on the net cost of our own Work;

b. ______ percent on the cost of work done by any Subcontractor.

J. ADDENDA

1. The following Addenda have been received. The modifications to the Bid Documents

noted below have been considered and all costs are included in the Bid Sum.

a. Addendum # _______ Dated ________________.

b. Addendum # _______ Dated ________________.

c. Addendum # _______ Dated ________________.


Addendum No. 01 3 07/20/2018

K. BID FORM SIGNATURE

1. ____________________________________________

(Bidder - print the full name of your firm)

2. ____________________________________________

(Authorized signing officer, Title)

END OF SECTION

F Face of

FD Floor Drain

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

FF Finish(ed) Floor

FH Flat Head

FHC Fire Hose Cabinet

FIN Finish(ed)

FLMS Flat Head Machine Screw

FLR Floor

FNR Feminine Napkin Receptacle

FNTD Feminine Napkin Tampon

Dispenser

FOM Face of Masonry

FOS Face of Stud

FRMG Framing

FRT Fire Retardant Treated

FRP Fiberglass Reinforced Ploymer

FSTN Fasten(ed), (er), (ing)

FT Foot / Feet

FTG Footing

CAB Cabinet

CB Catch Basin

CEM Cement

CIP Cast-In-Place

CJ Contraction Joint

CLG Ceiling

CLR Clear / Clearance

CMU Concrete Masonry Unit

COL Column

CONC Concrete

CONST Construction

CONT Continous / Continued

COORD Coordinate

CORR Corrugates, (ed)

CRS Course(s)

CT Ceramic Tile

CTSK Countersunk

CU Cubic

CU FT Cubic Foot/Feet

CU YD Cubic Yard(s)

CW Curtain Wall

A/C Air Conditioning

ACOUST Acoustical

ACT Acoustical Ceiling Tile

ADJ Adjust(able)

AFF Above Finished Floor

AL, ALUM Aluminum

ALT Alternate

ARCH Architectural

ASPH Asphalt

ATT Attach(ed)

BD Board

BLDG Building

BLKG Blocking

BM Benchmark

BRG Bearing

BUR Built-Up Roof

BOC Bottom of Curb

BOS Bottom of Steel

BOT Bottom

BOW Bottom of Wall

D Depth

DBL Double

DF Drinking Fountain

DIM Dimension

DN Down

DR Door

DS Down Spout

DTL Detail

DW Dishwasher

DWG Drawing

GA Gauge / Gage

GALV Galvanize(d)

GL Glass / Glazing

GYP Gypsum

GYP BD Gypsum Board

R Riser / Radius

RA Return Air

RAD Radius

RAG Return Air Grill

RAR Return Air Register

RB Rubber Base

RCP Reflected Ceiling Plan

RD Roof Drain

REF Refrigerator

REINF Reinforce(d), (ing), (ment)

RET Retain(ing), Retention

RH Round Head

RL Rain Leader

RM Room

RO Rough Opening

ROW Right of Way

RS Rough Sawn

RVL Reveal

PL Property Line or Plate

PLAM Plastic Laminate

PLYWD Plywood

PREFAB Prefabricate(d), (tion)

PNT Point

POB Point Of Beginning

PT Pressure Treated

PTD Painted and/or Paper Towel

Dispenser

PTR Paper Towel Receptacle

PVC Polyvinyl Chloride

OC On Center

OD Outside Diameter

OH Opposite Hand

OPNG Opening

OPP Opposite

NEO Neoprene

NIC Not In Contract

NO. Number

NTS Not To Scale

MAS Masonry

MATL Material

MAX Maximum

MB Machine Bolt

MECH Mechanical

MFR Manufacturer

MH Manhole

MIN Minimum

MISC Miscellaneous

MO Masonry Opening

MS Machine Screw

MT Metal Thresold

MTL Metal

MULL Mullion

JST Joist

JT Joint

HB Hose Bib

HC Hollow Core

HD Hand Dryer

HDR Header

HDW Hardware

HM Hollow Metal

HORIZ Horizontal

HP High Point

HR Hour

HGT Height

HVAC Heating, Ventilation & Air Conditioning

ID Inside Diameter

IN Inch(es)

INSUL Insulate(d), (ing), (ion)

INT Interior

INV Invert

IPS Iron Pipe Size

QT Quarry Tile

YD YARD

W Wide / Width

w/ With (included)

w/o Without

WC Water Closet

WD Wood

WDW Window

WH Water Heater

WR Water Resistant

WWM Welded Wire Mesh

VB Vapor Barrier, Vinyl Base

VCT Vinyl Composite Tile

VERT Vertical

VIF Verify in Field

VOL Volume

VT Vinyl Tile

UNO Unless Noted Otherwise

UR Urinal

T Tread(s)/Tempered

T&G Tongue and Groove

TEMP Temporary

THK Thick(ness)

THOLD Threshold

THR Thread(s)

TLT Toilet

TOC Top of Curb

TOP Top of Parapet

TOW Top of Wall

TRTD Treated

TPD Toilet Paper Dispenser

TYP Typical

L Length

LAM Laminate(d)

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LP Low Point

LWR Lower

LVR Louver

KIT Kitchen

EFEC Existing Fire Extinguisher

Cabinet

EF Each Face

EIFS Exterior Insulation Finishing System

EJ Expansion Joint

ELEC Electric(al)

ELEV Elevation / Elevator

EOS Edge of Slab

EQ Equal

EQUIP Equipment

EW Each Way

EXH Exhaust

EXIST Existing

EXP Expansion / Exposed

EXT Exterior

S&R Shelf & Rod

SA Supply Air

SAFB Sound Attenuation Fire

Barrier

SAG Supply Air Grill

SAN Sanitary

SCD Sanitary Cloth Dispenser

SCH Schedule

SCWD Solid Core Wood Door

SDF Soap Dispenser (Foam)

SDL Soap Dispenser (Liquid)

SEC Secure(d)

SECT Section

SHT Sheet

SIM Similar

SPEC Specification(s)

SQ Square

SQ IN Square Inch(es)

SQ FT Square Feet / Foot /

Footage

SQ YD Square Yard(s)

SS Service Sink

SST Stainless Steel

STC Sound Transmission Coeffient

STD Standard

ST Steel Tube

STL Steel

STOR Storage

STRUCT Structural

SUSP Suspend(ed), (sion)

SW Solid Wood

XRAY XRAY

A M

B

N

C

O

P

D

Q

E

R

F

S

G

H

T

I

U

V

J

W

K

L

X

Y

Z

ABBREVIATIONS

QTZ Quartz

SYMBOLS & MATERIALS LEGEND

A000

1

EXTERIOR & INTERIOR

ELEVATION

BUILDING SECTION KEY

DOOR IDENTIFICATION

WINDOW TYPE

FLOOR LEVEL INDICATOR

WALL SECTION KEY DETAIL KEYS

NEW COLUMN GRID

ROOM/SPACE INDICATORS

SPOT ELEVATION MARKER

EL 000.0

REVISION INDICATOR

REVISION CLOUD

REVISION NOTATIONRA-0000000

DETAIL SECTION KEY

1

BUBBLE KEY LEGEND

DETAIL NUMBER

REFERENCING SHEET NUMBER

ACTIVE SHEET NUMBER

A101

1t

EXISTING ELEVATION

FLOOR LEVEL/FLOOR NAME

ELEVATION

DOOR NUMBER

DOOR RATINGLEAF TYPEFRAME TYPEHARDWARE SET

SPACE NAME

OCCUPANCY COUNT

AREA or VOLUME OF SPACE

SPACE NUMBER

DETAIL NUMBER

ACTIVE SHEET

1

R101 A101

0

0 EXISTING COLUMN GRID

MISCELLANEOUS SYMBOLS

1

EL 000.0

NEW ELEVATION

OCCUPANCY CODE

EXTERIORELEVATIONS

1

A000

INTERIORELEVATIONS

DIRECTION OFDIFFERENT VIEWS

ANGLECENTERLINECHANNELDIAMETERFLOOR LINEPLUS / MINUSPROPERTY LINE / PLATESTRUCTURAL LINESQUARE FEET / FOOT

COLUMN INDICATION

REVISION INDICATION

NO. OF PERSONS TO EXIT THROUGH DOOR

DOOR CAPACITY

WALL FINISHBASE FINISH

FLOOR FINISH

SPECIFICATION KEYNOTES

Specification Division

11 22 33.44.55ABC

Broad Scope

Medium Scope

Narrow Scope (MHM Defined as needed)

MHM Defined

MATERIALS LEGEND

BRASS or BRONZE

CONCRETE

CONCRETE - LIGHT WEIGHT

CONCRETE MASONRY UNIT

EARTH

GRAVEL

GYPSUM PLASTER

INSULATION - RIGID

INSULATION - SPRAYED

PLYWOOD

STEEL - LARGE SCALE

STEEL & OTHER METALS

AT SMALL SCALE

WOOD - FINISH

GRADE

WOOD - ROUGH

CUT

ALUMINUM

BRICK MASONRY UNIT

STONE - CUT

MARBLE OR GRANITE

1 View Name1/8" = 1'-0"R101 A101

TRUE

NO

RTH

N

Project

North

1 View Name1/8" = 1'-0"A101

Room Name

0.000

TYPE

150 SF

SF

Occ

Room Name 000

FLR Base Wall MIL.HMIL.V

CLG

CEILING FINISH

MISC FINISH

VIEW TITLE LEGEND

TRUE NORTH

PROJECT NORTH

ACTIVE SHEET

ACTIVE SHEET

REFERRING SHEET

FR- CT

1i###

WALL TYPE1t

Main Floor

10.00

999

999

1

A101

Ref

1

A101

Ref

1

A101

Ref1

A101

Ref

1

A101

Ref

GENERAL NOTESDo NOT scale drawings. If drawing information is in question, the Contractor shall obtain written clarification from the Architect, prior to continuing with construction.

The Contractor shall meet with the Owner’s authorized representative well in advance of construction commencement to:

a. Agree to a schedule, sequence and coordination of all work.

b. Maintain Exits and Egress widths required by Code, during all phases of construction.

c. Keep disruptions of the facilities functions to a minimum during construction.

1.

Dimensions are to face of stud, face of existing wall, and face of concrete or masonry, unless noted otherwise. Dimensions noted as CLEAR (CLR), are from finish face to finish face.

2.

Contractor shall field verify all Dimensions, Spot Elevations, and locations of existing conditions affecting the area of work, prior to fabrication or installation of new work. Contractor to receive written notification of any discrepancies from dimensions shown, noted or required. Adjust dimensions of new construction at the direction of the Architect to allow for actual field dimensions.

3.

Field Verify all Dimensions prior to fabrication of any millwork.4.

Refer to partition notes and Legend for typical wall types and Fire Ratings. All wall types shall conform to the partition legend unless indicated otherwise on Floor Plans, Enlarged Plans, Wall sections or Elevations.

5.

Where a Detail is shown or note is described for one condition, it shall be assumed to apply to all like or similar conditions, even though not specifically noted as such on the drawings.

6.

Provide Fire Retardant treated wood blocking back up (2 x 6 Nominal unless noted otherwise), or 14 Gauge Galvanized steel plate continuous between studs, for all wall mounted millwork, shelves, equipment, coat rods, etc. and grounds for all accessories, equipment and devices specified or as indicated for installation of equipment by others or defined as to be provided by the Owner. CMU wall fasteners shall extend into the CMU cells which shall be grouted solid with 3,000psi concrete.

7.

8. Contractor shall comply with all Local, State and Federal Codes and Ordinances.

9. The Contractor shall maintain clear access to all exits, and/or access stairs serving the Building at all times.

10. Contractor shall notify the Owner’s Representative of any plans to disrupt building service that may affect building tenants.

11. The General Contractor shall be responsible for checking contract documents, field conditions and dimensions for accuracy, and to confirm that all work is constructible as shown, before proceeding with construction. If there are any discrepancies or omissions which would interfere with satisfactory completion of the work, the Contractor shall obtain clarification from the Architect before proceeding with work in question.

The General Contractor shall be responsible for providing all work and materials in accordance with all codes, ordinances, and regulations applicable at the project location. The contractor is responsible for filing and securing all necessary permits, approvals, etc., for all trades, including applicable fees.

12.

The General Contractor shall be responsible for means, methods and techniques of construction, safety precautions in connection with the work, and for the acts or omissions of any sub-contractor.

13.

The General Contractor, Sub-Contractors shall coordinate with the owners’ representative all work related to the following: Scheduling, Staging of materials, Phasing, Movement of materials Clean-Up, Protection of Existing construction, salvage materials, construction materials & Construction utilities.

14.

The General Contractor shall coordinate the location of all building systems and verify that all required clearances for construction shown is provided. This includes, but is not limited to, the following systems; Mechanical, Electrical, Lighting and Sprinkler Equipment.

15.

The Contractor and Sub-contractors shall purchase and maintain certificates of Insurance with respect to Workman’s Compensation, Public Liability, and Property Damage for the units as required by Law or Owner.

16.

The Contractor shall be responsible for initiating maintaining and supervising all safety precautions in connection with the work.

17.

The Contractor shall protect existing utility lines, duct work, lighting fixtures, etc, which are to remain as part of the final systems. Contractor shall clean, repair, re-lamp, etc. these items for proper functioning of the final system, as required by the contract.

18.

The General Contractor shall provide protective covering for Ceiling, Casework and existing finishes in areas not affected by demolition and construction. The General Contractor shall be responsible for the repair of any damages caused by the work of the General Contractor or any Sub-Contractor.

19.

The Designer is solely responsible for the Design interpretation of the construction documents.

20.

21.

KEY PLAN:

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:

KNOXVILLE, TENNESSEE 37902

mhminc.com

(865) 544-0402

(865) 544-2000

BIN

DIN

G ED

GE

BIN

DIN

G ED

GE

BIN

DIN

G ED

GE

SCALE:

REVISION INFORMATION

550 W. MAIN STREET, SUITE

300

SCALE GUIDE:

TIM

E /

DA

TE:

EMAIL:

ARCHITECTSMcCarty Holsaple McCarty Architects,

Inc.

550 W. MAIN STREET, SUITE 300

KNOXVILLE , TENNESSEE 37902

(865) 544-2000

(865) 544-0402

www.mhminc.com

N/A

CONTRACT: N/A

CONSULTANT INFORMATION

DRAWING NO:

CODES OFFICIAL REVIEW

Do NOT scale drawings, use given dimensions only.

If not shown, verify correct dimension with

ARCHITECT. Contractor shall check and verify all dimensions and conditions at job site.

© McCarty Holsaple McCarty, Inc.

7/2

7/2

01

8 5

:03

:36

PM

17063

DAVID COLLINS, AIA, LEEP AP

DAMASCUS TRAIL

CENTER223 W Laurel Ave. Damascus, VA

DAMASCUS , VIRGINIA 24236

D. COLLINS

J. THOMAS

B. ARCHER

B. RAINES

COVERSHEET

G000

Last updated:

27 JULY 2018

DAMASCUS TRAIL CENTERCity of Damascus223 W Laurel Ave. Damascus, VA

DAMASCUS , VIRGINIA

[email protected]


[email protected]

27 JULY 2018

Local Regulations:ZONE:

BUILDING SETBACKS: FRONT:

SIDE1:

REAR:

LOT COVERAGE:

MAXIMUM HEIGHT ALLOWABLE:

SIDE2:

ALLOWABLE NUMBER OF STORIES:

PARCEL:

EASEMENTS:

ADJACENT PROPERTY USE:

PARKING:

Parking Spaces Required:

Handicap Spaces Required:

Parking Space Size Requirement:

LANDSCAPING / SCREENING:

SITE DRAINAGE / RUN-OFF &

RETENTION REQUIREMENTS:

note

East :

South :

note

0"

West :

North :

0

note

note

note

0

0

9'-0" W x 18'-0" D

note

note

0"

0"

0"

0"

Construction Classification:

Occupancy Classification: (IBC Ch. 3, LSC Ch. 4)Occupancy Type (IBC 302.1):

Hazard Type (LSC 6-2):

Fire District:

Building Description:

A-3 - ASSEMBLY

B - BUSINESS

M - MERCANTILE

IBC Type VB (IBC TABLES 601 & 602)

MIXED NON SEPARATED (IBC 508.3)

---

-----

New Trail Exhibit Center and Renovated structure into restroom facility.

Physical Properties (IBC Ch. 5):Number of Stories:

Floor Area per Story:

Floor Level:

Gross SF:

Net SF:

2

2,045 SF

1,762 SF

First Floor

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

CONSTRUCTION DOCUMENTS

�

�

�

REDI-CHECK

� CONSTRUCTION DOCUMENTS

CONSTRUCTION ADMINISTRATION�

ACTIVE DESIGN PHASE

CONSTRUCTION BIDDING PHASE�

�

SEAL:

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

M c C A R T Y

H

M c C A R T Y

O

Applicable Codes:2012 International Building Code (IBC)

2012 International Fire Code

2012 International Plumbing Code (IPC)

2012 International Mechanical Code (IMC)

2012 International Fuel Gas Code (IFGC)

2012 International Energy Code (IECC)

2011 National Electrical Code

2009 American National Standards Institute A117.1 (ICC/ANSI)

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

CIVIL

Gay and Neel, Inc.

1260 RADFORD STREET

CHRISTIANSBURG, VIRGINIA, 24073

(540) 381-6011

(540) 381-2773

www.gayandneel.com

TREVOR M. KIMZEY, PE

[email protected]

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

STRUCTURAL

Prosim Engineering, LLC

108 SOUTH IRON STREET

MARION, VIRGINIA 24354

(276) 783-3977

-

www.prosimeng.com

ALLAN LONG, PE, SECB

[email protected]

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

MECHANICAL, PLUMBING,

ELECTRICAL

Holston Engineering, Inc.

301 MONTGOMERY ST, STE 4

JOHNSON CITY, TN 37604

(423) 926-9119

-

-

DERWIN CARTMEL, PE

[email protected]

DRAWING INDEXCODE SYNOPSIS

Telephone:

Fax:

Contact:

E-Mail:

Web Site:

LANDSCAPE

QC Landscape Architects

-

ABINGDON, VA 24210

-

-

www.qclandscapearchitects.com

QUINN CRAUGHWELL, PLA, LEEP AP

[email protected]

DRAWING

NUMBER DRAWING DESCRIPTION

SHEET ISSUE

DATE

REVISION

DATE

GENERAL FRONT END

G000 COVERSHEET 05.09.18

SURVEY

V000 SURVEY

CIVIL

C1-01 DEMOLITION PLAN 05.09.18

C2-01 SITE LAYOUT AND DIMENSION PLAN 05.09.18

C2-02 SITE DETAILS 05.09.18

C4-01 UTILITY AND GRADING PLAN 05.09.18

C5-01 EROSION AND SEDIMENT CONTROL PLAN 05.09.18

C5-02 EROSION AND SEDIMENT CONTROL DETAILS 05.09.18

LANDSCAPE

L100 PLANTING PLAN 05.09.18

ARCHITECTURAL - GENERAL

AG001 INTERIOR PARTITIONS & LIFE SAFETY 05.09.18

AG010 STANDARD MOUNTING HEIGHTS 05.09.18

ARCHITECTURAL SITE

AS110 ARCHITECTURAL SITE PLAN 05.09.18

ARCHITECTURAL

A100 PLAN 05.09.18

A110 ROOF PLAN 05.09.18

A200 REFLECTED CEILING PLAN 05.09.18

A300 COMPOSITE EXTERIOR ELEVATIONS 05.09.18

A400 BUILDING SECTIONS 05.09.18

A410 WALL SECTIONS 05.09.18

A411 WALL SECTIONS 05.09.18

A450 TYPICAL DETAILS 05.09.18

A451 TYPICAL DETAILS 05.09.18

A500 PLAN DETAILS 05.09.18

A600 STAIR PLANS & DETAILS 05.09.18

A700 DOOR TYPES & SCHEDULES 05.09.18

A800 RESTROOM ENLARGED PLANS & ELEVATIONS 05.09.18

A801 INTERIOR ELEVATIONS 05.09.18

A900 FINISH SCHEDULES & FINISH PLAN 05.09.18

STRUCTURAL

S0.0 STRUCTURAL NOTES, LEGEND & ABBREVIATIONS 05.09.18

S0.1 SPECIAL INSPECTIONS & STRUCTURAL NOTES 05.09.18

S1.0 FOUNDATION & FLOOR FRAMING PLANS 05.09.18

S2.0 ROOF FRAMING PLANS & ELEVATION 05.09.18

S3.0 STRUCTURAL SECTIONS 05.09.18

S5.0 TYPICAL DETAILS 05.09.18

MPE

MPE100 MECHANICAL, ELECTRICAL, & PLUMBING SPECIFICATIONS 05.09.18

MPE101 MECHANICAL, ELECTRICAL, & PLUMBING SPECIFICATIONS 05.09.18

PE100 PLUMBING ELECTRICAL SITE 05.09.18

MECHANICAL

M100 MECHANICAL PLANS 05.09.18

M200 MECHANICAL DETAILS 05.09.18

PLUMBING

P100 PLUMBING PLANS 05.09.18

P101 PLUMBING PLANS 05.09.18

ELECTRICAL

E100 ELECTRICAL PLANS 05.09.18

E101 ELECTRICAL PLANS 05.09.18

2012 IECC Building Envelope Requirements:

Climate Zone 4Insulation entirely above deck

Mass

Metal framed

Unheated slabs

Swinging doors

Fixed fenestration

Entrance doors

Solar Heat Gain Coefficient (SGHC)

R-25 ci

R-9.5 ci

R-10 for 24" below

U-0.81

R-13 or R-7.5 ci

U-0.35

U-0.77

0.40

1

No. Date Description

1 7/27/18 ADD. #2

UP

UP

UP

Location Snapshot Location Terrain

FINISHED CEILING

NON-COMBUSTIBLE0A

FINISHED

FLOOR LINE

UNDERSIDE OF

STRUCTURE

MIN6"

BATT TO DECK

WHERE

PRESENT

GYP BD TO DECK

AT ACOUSTIC

ASSEMBLIES AND

WHERE NO

CEILING OCCURS

ACOUSTIC BATT

INSULATION IF

REQUIRED BY

PARTITION MODIFIER

4'-0" MIN 4'-0" MIN

FINISHED

CEILING

UNDERSIDE OF

STRUCTURE

NON-COMBUSTIBLE0B

FINISHED

FLOOR LINE

6"

BRACE AS REQUIRED

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

MO

DIF

ICA

TIO

N IN

DEX

AB

UT

to F

INIS

HED

CEIL

ING

WA

LL A

ND

FIN

ISH

TO

9'-0"

AFF

THER

MA

L O

R A

CO

USTI

C IN

SU

LATI

ON

1 L

AY

ER

5/8

" G

YP

BD

EA

CH

SID

E

TILE

OV

ER

1/2

" C

EM

EN

T B

D E

AC

H S

IDE

TILE

OV

ER

1/2

" C

EM

EN

T B

D @

R.R

. /

PLU

MB

SID

E

PARTITION MODIFICATION MATRIX

HEIGHT CAVITY FILL OPTIONS

Not Used Not Used Not Used

PARTITION IDENTIFICATION:

FIRST TWO DIGITS INDICATE BASIC PARTITION

RATING AND ASSEMBLY TYPE, PER DETAILS ON

THIS AND SUBSEQUENT SHEETS

MODIFICATION OPTIONS

FRAMING UNIT SIZE DESIGNATION:

BASIC PARITITION ASSEMBLY TYPE:

FIRE-RATING:

0 X 0 X

LAST TWO DIGITS INDICATE BASIC PARTITION

SIZE & MODIFICATION OPTIONS

1 - 1 5/8" METAL STUDS

1 1/2" HAT CHANNEL METAL FURRING


2 1/2" C-H STUDS FOR TYPE 'S'


4 - 4" METAL STUDS

4" NOMINAL CONCRETE MASONRY UNIT

4" NOMINAL WOOD FRAMING

4" C-H STUDS FOR TYPE 'S'

6 - 6" METAL STUDS



6" C-H STUDS FOR TYPE 'S'

8 - 8" METAL STUDS



Z - 'Z' SHAPED METAL FRAMING

10 -10" METAL STUDS


12 -12" NOMINAL CONCRETE MASONRY UNITS


A - TWO-SIDED ASSEMBLY (Continous to Structure)

B - TWO-SIDED ASSEMBLY (Non-Continous)

C- CHASE WALL ASSEMBLY

F - FURRING ASSEMBLY

G- ONE-SIDED ASSEMBLY

M -CONCRETE MASONRY UNIT ASSEMBLY (Continous to Structure)

N - CONCRETE MASONRY UNIT ASSEMBLY (Non-Continous)

O- OFFSET 'STAGGERED' ASSEMBLY

S - SHAFT ASSEMBLY (Continous to Structure)

Fire-Rating of partition in HOURS (Ratings may exceed

requirements of local building codes)

0 (Non-Rated)

S (SMOKE)

1 (1 HOUR)

2 (2 HOUR)

3 (3 HOUR)

4 (4 HOUR)

(SEE PARTITION MODIFICATION MATRIX

BELOW)

APPLIED FINISH

1 L

AY

ER

5/8

" G

YP

BD

ON

E S

IDE

Not Used

- REC

YC

LED

WO

OD

BO

AR

DS O

VER

GY

P B

D

-

BASIC WALL NO CHANGES

- - - - - - - - - - - - - -

N/A

-

SEE NOTES A THROUGH E

NOTES

-

0 - METAL FRAMING SMALLER THAN 1"

(i.e.; 7/8" HAT CHANNEL)

PARTITION MODIFICATION MATRIX NOTES:

SEAL PERIMETER OF PARTITION WITH CONTINOUS BEAD OF ACOUSTIC

SEALANT. CLOSE ALL GAPS THROUGH OR AROUND PARTITION BY

SEALING ALL JOINTS, GAPS AROUND OUTLET BOXES AND

PENETRATIONS, INCLUDING THOSE ABOVE FINISH CEILINGS. ISOLATE

PARTITION FROM ALL PIPE AND DUCT PENETRATIONS BY STOPPING

GYPSUM BOARD 1/2" MIN. TO 1" MAX. FROM AROUND PIPE OR DUCT.

SEAL GAP BETWEEN GYPSUM BOARD AND PIPES/DUCTS WITH BACKER

ROD AND ACOUSTIC SEALANT.

ACOUSTICAL INSULATION (NON-FACED, FRICTION FIT) IN STUD CAVITY:

PROVIDE 3 1/2" THICK INSULATION WHERE STUD DEPTH IS 3 1/2" OR

GREATER.

PROVIDE 6" THICK INSULATION WHERE STUD DEPTH IS 6" OR GREATER.

PROVIDE ACOUSTICAL OUTLET BOX PADS AT ALL ELECTRICAL,

TELEPHONE AND DATA OUTLET BOXES AS WELL AS AT ALL SWITCH BOXES.

MOLD PAD CAREFULLY AROUND BOX AFTER BOX IS SECURELY

ATTACHED TO STUD BEFORE GYPSUM BOARD IS INSTALLED. SEAL ALL

OPENINGS WITH OUTLET BOX SEALANT MATERIAL. STAGGER ALL WALL

PENETRATIONS OCCURRING AT OPPOSITE SIDES OF WALL.

FOR NON-CONTINUOUS (TYPE B) WALL ASSEMBLIES, RUN ACOUSTICAL

INSULATION FROM FLOOR TO MIN 6" ABOVE FINISHED CEILING AND

HORIZONTALLY FOR A DISTANCE OF 4'-0" MIN ON TOP OF THE FINISHED

CEILING, BOTH SIDES OF THE WALL, FOR THE ENTIRE LENGTH OF THE

WALL.

E.

D.

A.

B.

C.

WHERE PARTITION TYPE DESIGNATION ON FLOOR PLANS IS INTERRUPTED BY

DOOR OPENING, GLAZED PARTITION, ETC., CONSTRUCTION ABOVE OR

BELOW (where applicable) IS TO BE THE SAME AS THE DESIGNATED FOR THE

PARTITION IN WHICH THE INTERRUPTION OCCURRED.

PARTITION NOTES:

PARTITION TYPE INDICATIONS ARE INDEPENDENT OF APPLIED FINISHES. SEE

FINISH SCEDULE (if applicable) AND/OR THE DESIGNATIONS ON THE PLANS

FOR ADDITIONAL INFORMATION REGARDING APPLIED FINISHES.

PARTITIONS AND FURRING ARE DIMENSIONED TO THE FACE OF STUD

(NOT TO FACE OF APPLIED FINISH), UNLESS OTHERWISE NOTED.

1.

2.

THE MINIMUM REQUIREMENTS FOR CONSTRUCTION OF EACH TYPE AS

EXPRESSED BY THE INDICATED FIRE RATING REFERENCE ARE INCORPORATED

BY REFERENCE AND ARE INCLUDED IN THE WORK OF THIS PROJECT.

HOWEVER, ADDITIONAL AND/OR MORE RESTRICTIVE REQUIREMENTS MAY BE

INDICATED BY THE SPECIFICATIONS AND DRAWINGS. SUCH REQUIREMENTS

ALSO APPLY AND SHALL GOVERN. SUCH REQUIREMENTS INCLUDE BUT ARE

NOT LIMITED TO:

3.

4.

5. INSTALL ONE LAYER OF 5/8" TYPE X WATER RESISTANT GYPSUM BOARD (WHERE

GYPSUM BOARD OCCURS) OF BASIC PARTITION AT THE FOLLOWING

LOCATIONS:

6. INSTALL ONE (1) LAYER OF 1/2" CEMENT BACKER BOARD IN LIEU OF GYPSUM

BOARD (WHERE GYPSUM BOARD OCCURS) OF BASIC PARTITION WHERE

THERE IS NO FIRE RATING AND OVER GYPSUM BOARD FACE LAYER AT FIRE

RATED PARTITIONS AT THE FOLLOWING LOCATIONS:

7. FOR ADDITIONAL INTERIOR PARTITION SYSTEM DETAILS AND INFORMATION,

REFER TO DRAWINGS:

8. FOR ADDITIONAL INTERIOR PARTITION SYSTEM DETAILS AND INFORMATION,

SEE SPECIFICATIONS AND SHEETS:

USE 5/8" THICK GYPSUM BOARD THROUGHOUT.

USE 1'-4" (16") OC MAXIMUM STUD SPACING UNLESS OTHERWISE

NOTED. THE SPACING STATED BY THE REFERENCED APPROVAL OR TEST

REPORT IS THE MAXIMUM SPACING.USE STUDS OF GAGE INDICATED ON THE DRAWINGS OR IN THE

SPECIFICATIONS. GAGE STATED BY THE REFERENCED APPROVAL OR TEST

REPORT IS THE MINIMUM GAGE.USE STUDS OF DEPTH INDICATED BY THE DRAWINGS. THE DEPTH STATED BY

THE REFERENCED APPROVAL OR TEST IS THE MINIMUM DEPTH.

A.

B.

C.

D.

WITHIN 2'-0" HORIZONTALLY and 4'-0" VERTICALLY OF JANITORS

SINKS.

A.

AT WET LOCATIONS, SUCH AS SHOWER STALLS AND TUB

SURROUNDS.WHERE CERAMIC TILE FINISHES ARE INDICATED. REFER TO FINISH

SCHEDULE, PLANS AND/OR INTERIOR ELEVATIONS.

A.

B.

FRAMING NOTES:

ALL NON-LOAD-BEARING INTERIOR METAL STUD PARTITION FRAMING

SHALL BE 22 GAUGE, UNLESS OTHERWISE NOTED BELOW.

1.

2.

A.

GAUGES SHALL BE BASED ON SPECIFIED MANUFACTURER HEIGHT

LIMITATIONS AND OTHER REQUIREMENTS; 25 GA IS NOT ACCEPTABLE.

GUIDELINES SHOWN IN THE CHART BELOW ARE FOR DESIGN PURPOSES

ONLY AND ARE BASED STANDARD PARTITION ASSEMBLY WITH THE

FOLLOWING CRITERIA:

- ONE LAYER GYP EACH SIDE

- 16" O.C. SPACING

- 5 PSF LATERAL LOAD

- L/240 DEFLECTION LIMITS

2 1/2" C STUDS

3 5/8" C STUDS

6" C STUDS

8" C STUDS

11'-0" 11'-6" 13'-0"

11'-6" 15'-6" 17'-6" 18'-6"

13'-0" 23'-0" 26'-0" 28'-0"

35'-0" 38'-0"

PROVIDE MINIMUM 20 GAUGE METAL WALL FRAMING AT THE

FOLLOWING LOCATIONS, UNLESS NOTED OTHERWISE.

DOUBLE STUD JAMB ASSEMBLIES.

FIRST STUD IN THE PARTITION BEYOND THE DOUBLE STUD JAMB

ASSEMBLY. LOCATE STUD 6" FROM DOUBLE STUD ASSEMBLY.

STUDS TO WHICH CEMENTITOUS BACKER UNITS, SPECIFIED IN SECTION

09.30.00 Tiling, ARE INSTALLED FOR WET AREAS.

STUDS TO WHICH REINFORCING GYPSUM WALL PANELS ARE ATTACHED.

STUDS TO WHICH WALL MOUNTED EQUPMENT, INCLUDING OWNER

FURNISHED EQUIPMENT, IS FASTENED TO.

STUD INFILL AND SILL TRACK BELOW WINDOW OPENINGS.

STUDS INSTALLED FOR OPENING HEADS BETWEEN DOUBLE STUD JAMB

ASSEMBLIES.

B.

C.

D.

E.

F.

G.

2.

REFER TO SPECIFICATION

SECTIONS:

HEIGHT LIMITATION GUIDELINES

22 GA 20 GA 18 GA 16 GA

05.40.00 Cold-Formed Metal Framing

09.21.16 Gypsum Board Assemblies

GY

PSU

M B

OA

RD

TO

DEC

K

1 1

/2"

HA

T C

HA

NN

ELS

@ E

XH

IBIT

SID

E T

O 1

5' A

FF

FOR ALL STUD ASSEMBLIES EXCEPT NON-CONTINUOUS (TYPE B), RUN

GYPSUM BOARD AND ACOUSTICAL INSULATION FROM FLOOR TO

UNDERSIDE OF ROOF/FLOOR DECK ABOVE.

- ---- - -MA

SO

NR

Y U

P T

O 7

'-4",

4"

STU

DS A

BO

VE, TO

CLG






GY

P O

NLY

OV

ER

STU

DS A

BO

VE M

ASO

NR

Y

FO

AM

FIL

L M

ASO

NR

Y W

ALL

S, R

-19 IN

STU

D W

ALL

S

EXISTING

FINISHED CEILING

UNDERSIDE OF

STRUCTURE

FINISHED

FLOOR LINE

UNRATED0N

VIF

.7'-4

"

STUDS CENTERED

ON CMU UL DESIGN No.: UL -

NON-RATED CONTROL JOINTN/A

A

PA

RTI

TIO

N T

YP

E

REFE

R T

O

ACOUSTIC SEALANT BOTH SIDES

TYPICAL AT ACOUSTICAL

PARTITIONS

CONTROL JOINT

20 GAUGE METAL STUD

EACH SIDE OF JOINT

ACOUSTIC INSULATION AS

REQUIRED BY PARTITION TYPE

SEALANT & BACKER

ROD

UL DESIGN No.: UL -

MASONRY CONTROL JOINT(UL DESIGN: WW-S-0034)

N

162.7 SF

OFFICE

106

B 100 SF

2

252.6 SF

GIFT SHOP

102

M 60 SF

5

362.5 SF

TRAINING

104

A 30 SF

13

647.8 SF

EXHIBIT HALL

101

A 30 SF

22

50.6 SF

ELEC.

107

S 0 SF

1

50 SF

RESTROOM

108

0 SF

49.9 SF

RESTROOM

109

0 SF

109.8 SF

CORRIDOR

105

0 SF

33 SF

INFORMATION

103

M 60 SF

2

33'-6"

200' MAX

39'-8"

200' MAX

14

13

8

19

11

170

14340

13

340

19

11

D DIAG.

64'-2"

> 1/2 D

32'-8"30'-3"

200' MAX

40.4 SF

STORAGE

103B

S 0 SF

1

FIRE

EXTENGUISHER

LIFE SAFETY & EGRESS LEGEND:

DOOR EXITING CAPACITY

# OCCUPANTS THROUGH

DOOR

EGRESS NOTES:

NUMBER OF OCCUPANTS AT

A GIVEN POINT ALONG

TRAVEL PATH; TRAVEL

DIRECTION

FIRE EXTINGUISHER

(10 lb. ABC TYPE EXTINGUISHER)

OCCUPANCY COUNTOCCUPANCY FACTOR

(SF PER OCCUPANT)

ROOM NUMBER

START POINT OF TRAVEL

PATH CALCULATION

END OF TRAVEL PATH DISTANCE

ROOM SQUARE FOOTAGE

TOTAL TRAVEL DISTANCE TO

EXIT

FIRE EXTINGUISHER CABINET

(10 lb. ABC TYPE EXTINGUISHER)

EGRESS DOOR CAPACITY CALCULATED

USING DIVISOR OF 0.2, PER SECTION 1005,

IBC 2012.

SEE DOOR SCHEDULE FOR RATED DOORS &

PANIC HARDWARE LOCATIONS.

REFER TO M.E.P. DRAWINGS/SPECIFICATIONS

FOR ADDITIONAL LIFE SAFETY EQUIPMENT

INFORMATION.

1.

3.

4.

0'-0"

OCCUPANCY CLASSIFICATION

999

999

OCCUPANCY COUNT

STAIR CAPACITY

STAIR WIDTH

OCCUPANCY WIDTH FACTOR

0.2

Stair No.

999

99" Occ

STAIR WIDTH CAPACITY CALCULATED USING

DIVISOR OF 0.3, PER SECTION 1005, IBC 2012.

2.

END OF TRAVEL

DISTANCE CALCULATION

Room Name

0.000

TYPE

150 SF

SF

Occ

EXIT SIGN, SHADED

QUADRANTS INDICATE

NUMBER OF FACES, PROVIDE

DIRECTIONAL ARROWS AS

SHOWN.

99

KEY PLAN:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:


mhminc.com

(865) 544-0402

(865) 544-2000

BIN

DIN

G ED

GE

BIN

DIN

G ED

GE

BIN

DIN

G ED

GE

SCALE:



300

SCALE GUIDE:

TIM

E /

DA

TE:

EMAIL:

CONTRACT:


DRAWING NO:






7/2

7/2

01

8 5

:03

:34

PM

As indicated

17063


DAMASCUS TRAIL

CENTER223 W Laurel Ave. Damascus, VA


D. COLLINS

J. THOMAS

B. ARCHER

B. RAINES

INTERIOR

PARTITIONS & LIFE

SAFETY

AG001

[email protected]

SBC-0000000000000000

27 JULY 2018

SCHEMATIC DESIGN

DESIGN DEVELOPMENT


�

�

�

REDI-CHECK



ACTIVE DESIGN PHASE


�

SEAL:

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

M c C A R T Y

H

M c C A R T Y

O

3/4" = 1'-0"AG001

1 Type 'A' Two-Sided Assemblies (Continous) 3/4" = 1'-0"AG001

2 Type 'B' Two-Sided Assemblies (Non-Continous) 3/4" = 1'-0"AG001

7 Type 'N' - MASONRY Assembly

3" = 1'-0"AG001

10 Control Joints

1/8" = 1'-0"AG001

3 1st Floor Life Safety Plan

Construction Classification:

Occupancy Classification: (IBC Ch. 3, LSC Ch. 4)Occupancy Type (IBC 302.1):

Hazard Type (LSC 6-2):

Fire District:

Building Description:

A-3 - ASSEMBLY

B - BUSINESS

M - MERCANTILE

IBC Type VB (IBC TABLES 601 & 602)

MIXED NON SEPARATED (IBC 508.3)

xx

xx

New Structure, Existing Structure, Tenant Space, Etc.

CODE SYNOPSIS

Local Regulations:ZONE:

BUILDING SETBACKS: FRONT:

SIDE1:

REAR:

LOT COVERAGE:

MAXIMUM HEIGHT ALLOWABLE:

SIDE2:

ALLOWABLE NUMBER OF STORIES:

PARCEL:

EASEMENTS:

ADJACENT PROPERTY USE:

PARKING:

Parking Spaces Required:

Handicap Spaces Required:

Parking Space Size Requirement:

LANDSCAPING / SCREENING:

SITE DRAINAGE / RUN-OFF &

RETENTION REQUIREMENTS:

0"

0

0

0

YES

0"

0"

0"

0"

Physical Properties (IBC Ch. 5):Number of Stories:

Floor Area per Story:

Floor Level:

Gross SF:

Net SF:

1

2,046 SF

1,762 SF

1

Occupancy Tabulation (per IBC 2012, Table 1004.1.2)

ROOMS OCCUPANCY

CODE

OCCUPANCY

FACTOR AREA (SF)

OCCUPANCY

ROOM COUNTNo. NAME

GROUND LEVEL

001 OPEN VESTIBULE 466.1 SF

002 WOMENS 144.8 SF

003 MENS 144.8 SF

755.7 SF 0

1ST FLOOR

101 EXHIBIT HALL A 30 647.8 SF 22

102 GIFT SHOP M 60 252.6 SF 5

103 INFORMATION M 60 33 SF 2

103B STORAGE S 0 40.4 SF 1

104 TRAINING A 30 362.5 SF 13

105 CORRIDOR 0 109.8 SF

106 OFFICE B 100 162.7 SF 2

107 ELEC. S 0 50.6 SF 1

108 RESTROOM 0 50 SF

109 RESTROOM 0 49.9 SF

1,759.3 SF 46

LIFE SAFETY

PARTITION ASSEMBLY TYPES

1


1 7/27/18 ADD. #2

LOW ROOF BEARING

11'-0"

1ST FLOOR

0"

GROUND LEVEL

-4'-0"

PORCH

-1'-7"

3 51

2

A400

2

A400

HIGH ROOF BEARING

18'-11"

4

1'-0

"

17

'-0

"

2'-0

"5

'-0

"3

'-0

"5

'-0

"2

'-0

"

FIBER CEMENT 'FRAME' - ALUM. TRIM

(PRIMED AND PAINTED),

CONCEALED FASTENERS

(COUNTERSUNK AND PUTTIED), PT

SW7674 PEPPERCORN

STAINED DECK

PAINTED FIBER CEMENT PANEL

AND TRIM, STAIN SW3007 LODGE

BROWNPAINTED 5/4 BOARDS, STAIN

SW3007 LODGE BROWN

PAINTED COLUMN W/

STAINED WRAP & BEAMS

STAINED 2x RAFTER W/

MTL END CAP, TYP

PAINTED FIBER CEMENT LAP

SIDING, PT SW6222

RIVERWAY

2

9" 2'-0" 4'-0"

1'-0"

2'-0" 4'-0"

4'-0"

D E

C

G

BA

FIBER CEMENT PANELS - ANODIZED ALUM.

TRIM, EXPOSED SSTL FASTENERS, PT SW6334

FLOWER POT - FASTENER LOCATIONS TO

MATCH LAYOUT PATTERN AROUND

CORNERSTAINED 2x RAFTER W/

MTL END CAP, TYP


SIDING, PT SW6222

RIVERWAY

4/4" x 2 1/2" FIBER

CEMENT CORNER TRIM

PAINTED SW6222

RIVERWAY TO MATCH

LAP SIDING, TYP

PTD FRIEZE TRIM BOARD

ALONG ROOF @ LAP SIDING

SW6222 RIVERWAY

NOTE: REFER TO 17/A450 FOR TYPICAL

FIBER CEMENT PANEL TRIM TYPES AND

LAYOUT

4/4" x 2 1/2" FIBER

CEMENT TRIM PAINTED

SW6222 RIVERWAY TO

MATCH LAP SIDING

LOW ROOF BEARING

11'-0"

1ST FLOOR

0"

GROUND LEVEL

-4'-0"

PORCH

-1'-7"

A B D F G H

1

A400

1

A400

HIGH ROOF BEARING

18'-11"

2'-0" 64'-0" 2'-0"

16'-0" 16'-0" 16'-0" 16'-0" 16'-0"

2'-0"

1'-0"6'-0" 2'-0" 2'-0"

5'-0

"3

'-0

"5

'-0

"2

'-0

"

C E

101105

H

FFFFF

G GG

J

C

D

2'-0" 2'-0" 40'-0" 2'-0"

3'-0"1'-8"

3'-4"3'-4"

2'-0"

3'-4"

FIBER CEMENT 'FRAME' - ALUM.

TRIM (PRIMED AND PAINTED),

CONCEALED FASTENERS

(COUNTERSUNK AND PUTTIED), PT

SW7674 PEPPERCORN

FIBER CEMENT PANELS - ANODIZED

ALUM. TRIM, EXPOSED SSTL

FASTENERS, PT SW6334 FLOWER POT -

FASTENER LOCATIONS TO MATCH

LAYOUT PATTERN AROUND CORNER


MTL END CAP, TYP

WINDOWS TO ALIGN WITH

RAFTERS, TYP - SEE WINDOW

TYPE ELEVATIONS

ROOF RIDGES TO ALIGN WITH

STRUCTURAL GRID - SEE ROOF

PLAN FOR LAYOUT LOCATION

ICE BREAKERS CLIPPED TO SEAM


SIDING, PT SW6222

RIVERWAY

4/4" x 2 1/2" FIBER

CEMENT CORNER TRIM

PAINTED SW6222

RIVERWAY TO MATCH

LAP SIDING, TYP

FIBER CEMENT TRIM @ 1ST FLOOR

LEVEL, PT SW6334 FLOWER POT

FIBER CEMENT TRIM

AROUND 'G' WINDOWS, PT

SW6334 FLOWER POT



LAYOUT





LAYOUT PATTERN AT BUILDING

CORNER

4/4" x 2 1/2" FIBER

CEMENT CORNER TRIM

PAINTED SW6222

RIVERWAY TO MATCH

LAP SIDING, TYP

FIBER CEMENT TRIM @ 1ST

FLOOR LEVEL, PT SW6334

FLOWER POT

FIBER CEMENT TRIM

AROUND 'F' WINDOWS,

SW7674 PEPPERCORN

FIBER CEMENT TRIM


SW6334 FLOWER POT

TRIM BELOW WINDOW PAINTED

TO MATCH 5/4 BOARD SKIRT

BELOW

1'-1

0"

7'-2

"

1'-1

0"

7'-2

"

LOW ROOF BEARING

11'-0"

1ST FLOOR

0"

GROUND LEVEL

-4'-0"

PORCH

-1'-7"

35 1

2

A400

2

A400

HIGH ROOF BEARING

18'-11"

4 2

104AG

H


MTL END CAP, TYP


SIDING, PT SW6222

RIVERWAY

LOUVER - SEE MECH. CENTER

LOUVER OVER WINDOW AND

PAINT TO MATCH WALL COLOR

TRIM BELOW WINDOW

PAINTED TO MATCH 5/4

BOARD SKIRT BELOW

PTD FRIEZE TRIM BOARD

ALONG ROOF @ LAP SIDING

SW6222 RIVERWAY

4/4" x 2 1/2" FIBER

CEMENT CORNER TRIM

PAINTED SW6222

RIVERWAY TO MATCH

LAP SIDING, TYP



FLOWER POT

FIBER CEMENT TRIM


SW6334 FLOWER POT

DOWNSPOUTS & GUTTERS TO

MATCH ROOF COLOR, TYP

LIGHTING SCONCE

LOW ROOF BEARING

11'-0"

1ST FLOOR

0"

GROUND LEVEL

-4'-0"

ABDFGH

1

A400

1

A400

HIGH ROOF BEARING

18'-11"

CE

MEZZANINE

9'-10 1/2"

D

C

F F F F F

201

ACCESS LADDER

AT LATCH SIDE

OF DOOR

5'-9"

4'-0"

2'-0"

2'-0"

3'-0"

1'-4"

2'-0"

HARDIE TRIM AT WINDOW 'F' TO

BE PT SW7674 PEPPERCORN

HARDIE TRIM AT WINDOWS 'D'

THIS ELEVATION ONLY AND ALL

'G' TO BE PT SW6334 FLOWER

POT


MTL END CAP, TYP

8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

WINDOWS TO ALIGN WITH

RAFTERS, TYP - SEE WINDOW

TYPE ELEVATIONS

ROOF RIDGES TO ALIGN WITH

STRUCTURAL GRID - SEE ROOF

PLAN FOR LAYOUT LOCATION


SIDING, PT SW6222

RIVERWAY

HARDIE TRIM AT WINDOW 'C'

THIS ELEVATION ONLY TO BE PT

SW7674 PEPPERCORN



FLOWER POT

4/4" x 2 1/2" FIBER

CEMENT CORNER TRIM

PAINTED SW6222

RIVERWAY TO MATCH

LAP SIDING, TYP

DOWNSPOUTS TO MATCH

ROOF COLOR, TYP

TRIM BELOW WINDOW

PAINTED TO MATCH 5/4

BOARD SKIRT BELOW

EXTEND LEFT

LADDER HANDLE

UP TO TOP OF

DOOR

CRAWLSPACE ACCESS DOOR

- STAINED/PAINTED TO

MATCH SKIRT BOARDS

WOOD FENCE & GATE

WOOD FENCE & GATE

ELECTRICAL BOARDS -

COORD LOCATION W/

ARCHITECT

PROVIDE CLEARANCE BETWEEN MECH

UNITS FOR MEZZANINE ACCESS

LADDER

GROUND LEVEL

-4'-0"

EXISTING EXTERIOR WALL

TO BE DEMOLISHED

(DASHED)

2'-0" 24'-0" 2'-0"

NEW CMU WALL BEYOND

PAINTED SW7015 REPOSE GRAY

EXISTING CMU WALL TO BE

PAINTED SW7673 PEWTER CAST

NEW SUPPORT BEAM - (2) 1 3/4"

x 14" LVLs (2900 Fb - 2.0E).

INTERCONNECT LVLs PER MFR

RECOMMENDATIONS. BEAR ON

2x4 STUDS USING (2) SIMPSON

LCE4 POST CAP CONNECTORS

OR SIM. - STAINED TO MATCH

DECK

GROUT CORNER AND JAMB

CELLS SOLID FULL HEIGHT.

INSTALL (1) #5 BAR EA CELL

PRIOR TO GROUTING. LAP

BARS 30" IF REQ'D.

(2) 2x4 PT STUDS EA END -

FASTENED TOGETHER W/ GLUE

AND WD SCREWS @ 8" OC. PIN W/

(4) 1/2" Ø RODS EQ SPACED

ALONG HEIGHT, COUNTERBORED

INTO FACE 2x4. ANCHOR 4 1/2"

MIN INTO GROUTED CMU W/

SIMPSON SET-XP ADHESIVE OR

SIMILAR - STAINED

(2) 2x4 PT STUDS ANCHORED TO

CMU - STAINED TO MATCH

DECK

NEW CONCRETE

FOUNDATION INFILL FOR 2x4

POST BEARING. VERIFY

CONDITION IN FIELD

PROVIDE SIMPSON LCB POST

BASE OR SIM AT (2) 2x4 JAMB

POST BEARING

SEE CIVIL

NEW STUD WALL ABOVE CMU (7'-

4" AFF UP TO EXISTING CEILING)

OPENING

GROUND LEVEL

-4'-0"


PAINTED SW7673 PEWTER CAST

(INCLUDING WEST FACE)

EXISTING WINDOW TO BE

REMOVED. INFILL WITH

CMU

SEE CIVIL

EXISTING ROOF TO

REMAIN

NEW HOSE BIBBS

GROUND LEVEL

-4'-0"


PAINTED SW7673 PEWTER

CAST

WEST FACE TO BE

PAINTED

EXISTING DOOR AND

WINDOW TO BE

REMOVED. INFILL WITH

CMU

SEE CIVIL

EXISTING ROOF TO

REMAIN

NEW HOSE BIBB AS

LOW AS POSSIBLE FOR

WINTER DRAINING

1ST FLOOR

0"



LAYOUT

4/4" x 2 1/2" FIBER

CEMENT EDGE TRIM

PAINTED PT SW6334

FLOWER POT TO MATCH

FIBER CEMENT PANELS

4/4" x 2 1/2" FIBER

CEMENT WINDOW TRIM

AND BASE TRIM PAINTED

PT SW6334 FLOWER POT





LAYOUT PATTERN AROUND CORNER

4/4" x 2 1/2" FIBER

CEMENT EDGE TRIM

PAINTED PT SW6334

FLOWER POT TO MATCH

FIBER CEMENT PANELS

ENTRY DOOR

KEY PLAN:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:


mhminc.com

(865) 544-0402

(865) 544-2000

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DRAWING NO:






7/2

7/2

01

8 5

:03

:26

PM

As indicated

17063


DAMASCUS TRAIL

CENTER

223 W Laurel Ave. Damascus, VA


D. COLLINS

J. THOMAS

Author

B. RAINES

COMPOSITE

EXTERIOR

ELEVATIONS

A300

[email protected]

SBC-0000000000000000

27 JULY 2018

SCHEMATIC DESIGN

DESIGN DEVELOPMENT


�

�

�

REDI-CHECK



ACTIVE DESIGN PHASE


�

SEAL:

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

M c C A R T Y

H

M c C A R T Y

O

3/16" = 1'-0"A300

1 SOUTH ELEVATION

3/16" = 1'-0"A300

3 WEST ELEVATION

3/16" = 1'-0"A300

2 NORTH ELEVATION

3/16" = 1'-0"A300

4 EAST ELEVATION 3/16" = 1'-0"A300

7 RR BUILDING EAST

1/8" = 1'-0"A300

6 RR BUILDING NORTH

1/8" = 1'-0"A300

5 RR BUILDING SOUTH

1/4" = 1'-0"A300

8 ENTRY DOOR ELEV NORTH 1/4" = 1'-0"A300

9 ENTRY DOOR ELEV SOUTH


1 7/27/18 ADD. #2

1 1

3

2x4 INTERIOR PARTITION WALL

5/8" GYP BD OVER 1 1/2"

METAL FURRING STRIPS - SEE

INTERIOR ELEVATIONS FOR

LOCATIONS

6" x 18 GA. MIN GALV STL STUD

FRAME EXTERIOR WALL

INDIVIDUAL STUDS SHOWN

FOR REFERENCE ONLY, TYP2x6 WOOD FRAME

EXTERIOR WALL

3" 3"

5/8" GYP BD

CERAMIC TILE FLOOR

DOOR THRESHOLD

C

TO GRIDLINE 4

+/- 13'-3" F.O.B.

3'-9" 6'-0" 3'-6"

4"Ø RIVER ROCK EXISTING BRICK BUILDING

TO REMAIN

1x6 PT, PTD DIAGONAL SLATS

ON 4x4 PT, PTD WD POSTS

FIBER CEMENT LAP

SIDING OVER 1x

FURRING STRIPSGRASS MIXTURE

2'-9" 3'-0"

LOCKABLE GATE

w/ FULL MORTISE

HINGES

5'-6

"6

"

4x4 PT, PTD WD POSTS EMBEDDED

IN CONC. SLEEVES

ALIG

N W

OO

D SLA

TS AC

ROSS A

LL FAC

ES

ALIG

N W

OO

D SLA

TS AC

ROSS A

LL FAC

ES

ALIG

N W

OO

D SLA

TS AC

ROSS A

LL FAC

ES

LINE OF FRAME/SUPPORT

BEYOND

H

2'-0"

4'-0" TO GRIDLINE

3/4"

BLOCKING AS REQ'D

FRO

M G

RID

, TY

P.

RE

FER

TO

ELE

VA

TIO

NS

FIB

ER

CEM

EN

T P

AN

EL

JOIN

T O

N 2

'-0

" M

OD

ULE

6" x 18 GA MIN

GALV STL STUD

1x4 VERTICAL FURRING

NAILER BOARDS ALIGNED

WITH STUDS @ 16" OC

1 1/2" RIGID INSULATION BOARD

- STAGGERED VERTICAL JOINTS,

TAPED AND SEALED5/16" x 7 1/4" FIBER

CEMENT LAP

SIDING4/4" x 2 1/2" FIBER

CEMENT TRIM W/ 1/8"

BUTT JOINTS - CAULK AND

PAINT ALL JOINTS AS PER

MFR

2x6 WOOD STUD

AIR SPACE BETWEEN

NAILERS

5/8" PLYWOOD SHEATHING

WEATHER BARRIER, TYP

LAP TO PANEL - INSIDE CORNER

ABOVE B.O.H. EGRESS DOOR

1x4 VERTICAL FURRING NAILER

BOARDS ALIGNED WITH STUDS @

16" OC



TAPED AND SEALED

5/16" x 7 1/4" FIBER

CEMENT LAP SIDING

4/4" x 2 1/2" FIBER CEMENT TRIM W/

1/8" BUTT JOINTS - CAULK AND PAINT

ALL JOINTS AS PER MFR

6" GALV STL (OR) 2x6 NOM

WOOD STUD - SEE PLAN AND

WALL TYPES

AIR SPACE BETWEEN

NAILERS



3"2 3/4" (WD STUD)

3" (MTL STUD)

LAP TO LAP - OUTSIDE CORNER

@ TYPICAL



16" OC



TAPED AND SEALED

5/16" FIBER CEMENT

PANEL SIDING

4/4" x 2 1/2" FIBER CEMENT TRIM W/

1/8" BUTT JOINTS - CAULK AND PAINT

ALL JOINTS AS PER MFR



WALL TYPES

AIR SPACE BETWEEN

NAILERS



3"2 3/4" (WD STUD)

3" (MTL STUD)

PANEL TO LAP - OUTSIDE CORNER

@ FRONT DOOR

5/16" x 7 1/4" FIBER

CEMENT LAP SIDING



16" OC



TAPED AND SEALED

5/16" FIBER CEMENT

PANEL SIDING



WALL TYPES

AIR SPACE BETWEEN

NAILERS



3"2 3/4" (WD STUD)

3" (MTL STUD)

PANEL TO PANEL - OUTSIDE CORNER

@ TRAINING

5/16" x 7 1/4" FIBER

CEMENT LAP SIDING

6"

3

B

KEY PLAN:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:


mhminc.com

(865) 544-0402

(865) 544-2000

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DRAWING NO:






7/2

7/2

01

8 5

:03

:29

PM

As indicated

17063


DAMASCUS TRAIL

CENTER



D. COLLINS

J. THOMAS

Author

B. RAINES

PLAN DETAILS

A500

[email protected]

SBC-0000000000000000

27 JULY 2018

SCHEMATIC DESIGN

DESIGN DEVELOPMENT


�

�

�

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ACTIVE DESIGN PHASE


�

SEAL:

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

M c C A R T Y

H

M c C A R T Y

O

1 1/2" = 1'-0"A500

3 PLAN DETAIL AT GRIDS 3-C

3/4" = 1'-0"A500

1 UTILITY GATE ENLARGED PLAN & ELEVATION

1 1/2" = 1'-0"A500

4 FIBER CEMENT 'FRAME' - PLAN DETAIL

1 1/2" = 1'-0"A500

6 DETAIL AT FIBER CEMENT - @ INSIDE CORNER LAP TO PANEL 1 1/2" = 1'-0"A500

7 DETAIL AT FIBER CEMENT - @ OUTSIDE CORNER LAP TO LAP 1 1/2" = 1'-0"A500

8 DETAIL AT FIBER CEMENT - @ OUTSIDE CORNER LAP TO PANEL 1 1/2" = 1'-0"A500

9 DETAIL AT FIBER CEMENT - @ OUTSIDE CORNER PANEL TO PANEL

1 1/2" = 1'-0"A500

5 WOOD-CLAD WALL AND RECEPTION DESK

1 1/2" = 1'-0"A500

2 PLAN DETAIL AT GRIDS 3-B


1 7/27/18 ADD. #2

1

F

2

A600

2

1ST FLOOR

0"

GROUND LEVEL

-4'-0"

PORCH

-1'-7"

1'-0"4'-0"1'-0"

5 1

3/1

6"

= 2

'-5

"

5 R

ISER

S @

3'-0

"2

4"

MIN

.

2x12 STRINGERS @ 3'-0"

O.C. MAX w/ SLOPING

JOIST HANGERS

1 1/2" SCH. 40. STL PIPE - USE

WELDED RADIUS FITTINGS @

TRANSITIONS & GRIND ALL JOINTS

SMOOTH

NOTE: ALL HANDRAILS / GUARDRAILS

SHALL RESIST A CONCENTRATED LOAD

OF 200 LBS IN ANY DIRECTION

3'-0

"

1'-0" 2'-0" 1'-0"

1'-7

"2

'-5

"

6 5

/16

"= 1

9"

3 R

ISER

S @3

'-0

"

G

H

4

A600

EDGE PROTECTION ALONG

RAMP AT SAME LOCATION AS

ALL HANDRAILS AND

GUARDRAILS

1ST FLOOR

0"

PORCH

-1'-7"

G H

3'-6

"

ATLANTIS SPECTRUM

HANDRAIL/GUARDRAIL SYSTEM w/

WD TOP RAIL - SEE SPECS

3"

GROUND LEVEL

-4'-0"

B

90°

1" / 12"

SIDEWALK EL

@ 1921'-0"

C

4"

BEA

RIN

G

8"

MIN

4" GRAVEL

3'-8" 2'-8"

5'-4" CONC RAMP

DRAINAGE ROCK

2x10 SEE STRUCT

KEY PLAN:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:


mhminc.com

(865) 544-0402

(865) 544-2000

BIN

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DRAWING NO:






7/2

7/2

01

8 5

:03

:30

PM

As indicated

17063


DAMASCUS TRAIL

CENTER



D. COLLINS

J. THOMAS

Author

B. RAINES

STAIR PLANS &

DETAILS

A600

[email protected]

SBC-0000000000000000

27 JULY 2018

SCHEMATIC DESIGN

DESIGN DEVELOPMENT


�

�

�

REDI-CHECK



ACTIVE DESIGN PHASE


�

SEAL:

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

M c C A R T Y

H

M c C A R T Y

O

1/2" = 1'-0"A600

1 Detail 2

1/2" = 1'-0"A600

2 STAIR/HANDRAIL DTL.

1/2" = 1'-0"A600

3 Detail 4

1/2" = 1'-0"A600

4 Detail 5

3/4" = 1'-0"A600

6 CONC RAMP SECTION DETAIL


1 7/27/18 ADD. #2

1

W. L I B E R T Y A V E .

( 3 0 ' R / W )

W . L A U R E L A V E .

S T A T E R O U T E 5 8

( 6 5 ' R / W )

N. R

EY

NO

LD

S S

T.

PRELIMIN

ARY

KEY PLAN:

DRAWING TITLE:CHECKED BY:DRAWN BY:PA / PC:PRJ MGR:DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:FACSIMILE:TELEPHONE:

CONTACT:KNOXVILLE, TENNESSEE 37902

mhminc.com(865) 544-0402(865) 544-2000

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/ D

ATE

:

EMAIL:

CONTRACT:


DRAWING NO:


Do NOT scale drawings, use given dimensions only.If not shown, verify correct dimension with ARCHITECT.Contractor shall check and verify all dimensions andconditions at job site.


4/17

/201

8 10

:41:

19 A

M

As indicated

17063


DAMASCUS TRAILCENTER223 W Laurel Ave. Damascus, VA


[email protected]

SBC-0000000000000000

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

McC A R T Y

H

McC A R T Y

O

MICHAEL G. GAY, PE


SEC

06/13/2018


SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

¨

REDI-CHECK

¨þ REDI-CHECK

CONSTRUCTION ADMINISTRATION¨

ACTIVE DESIGN PHASE

CONSTRUCTION BIDDING PHASE¨

SEAL:

1260 Radford StreetChristiansburg, Virginia 24073Phone: (540) 381-6011Fax: (540) 381-2773Web: www.gayandneel.com

NOTES:

VICINITY MAP:

LEGEND:

xx

DEMOLITION PLAN

C1-01

07/27/18


( 3 0 ' R / W )



( 6 5 ' R / W )

N. R

EY

NO

LD

S S

T.

UP

UP

UP

UP

UP

UP

STREET

HAMMOCK AREA

PRELIMIN

ARY

KEY PLAN:


DRAWING INFORMATION

PROJECT INFORMATION



mhminc.com(865) 544-0402(865) 544-2000

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:

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DRAWING NO:




4/17

/201

8 10

:41:

19 A

M

As indicated

17063




[email protected]

SBC-0000000000000000

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

McC A R T Y

H

McC A R T Y

O

MICHAEL G. GAY, PE


SEC

06/13/2018


SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

¨

REDI-CHECK

¨þ REDI-CHECK


ACTIVE DESIGN PHASE


SEAL:


SITE LAYOUT ANDDIMENSION PLAN

C2-01

07/27/18

PRELIMIN

ARY

KEY PLAN:


DRAWING INFORMATION

PROJECT INFORMATION



mhminc.com(865) 544-0402(865) 544-2000

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DRAWING NO:




4/17

/201

8 10

:41:

19 A

M

As indicated

17063




[email protected]

SBC-0000000000000000

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

McC A R T Y

H

McC A R T Y

O

MICHAEL G. GAY, PE


SEC

06/13/2018


SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

¨

REDI-CHECK

¨þ REDI-CHECK


ACTIVE DESIGN PHASE


SEAL:


H

SITE DETAILS

C2-02

NOTE:

07/27/18


( 3 0 ' R / W )



( 6 5 ' R / W )

N. R

EY

NO

LD

S S

T.

UP

UP

UP

UP

UP

UP

STREET

HAMMOCK AREA

CIPSF

SF SF

CE

TP

TP

SF

SF

SF

SF

B/M

PRELIMIN

ARY

KEY PLAN:


DRAWING INFORMATION

PROJECT INFORMATION



mhminc.com(865) 544-0402(865) 544-2000

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:

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DRAWING NO:




4/17

/201

8 10

:41:

19 A

M

As indicated

17063




[email protected]

SBC-0000000000000000

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

McC A R T Y

H

McC A R T Y

O

MICHAEL G. GAY, PE


SEC

06/13/2018


SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

¨

REDI-CHECK

¨þ REDI-CHECK


ACTIVE DESIGN PHASE


SEAL:


SEQUENCE OF CONSTRUCTION:

EROSION ANDSEDIMENT CONTROL

PLAN

C5-01

07/27/18

PRELIMIN

ARY

KEY PLAN:


DRAWING INFORMATION

PROJECT INFORMATION



mhminc.com(865) 544-0402(865) 544-2000

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:

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DRAWING NO:




4/17

/201

8 10

:41:

19 A

M

As indicated

17063




[email protected]

SBC-0000000000000000

A R C H I T E C T S

& I N T E R I O R

D E S I G N E R S

LSAPLE

McC A R T Y

H

McC A R T Y

O

MICHAEL G. GAY, PE


SEC

06/13/2018


SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

¨

REDI-CHECK

¨þ REDI-CHECK


ACTIVE DESIGN PHASE


SEAL:


VESCH MINIMUM STANDARDS:

RESPONSE: DISTURBED AREAS WILL BE STABILIZED AS NOTED ON THESE PLANS. STABILIZED AREAS WILL BE INSPECTED

WEEKLY AND AFTER SIGNIFICANT PRECIPITATION.

RESPONSE: STOCKPILES AND BORROW AREAS WILL BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING MEASURES.

THIS PERTAINS TO STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL TRANSPORTED OFFSITE.

RESPONSE: DISTURBED AREAS WILL BE SEEDED AS NOTED ON THESE PLANS. AN INSPECTION SCHEDULE IS INDICATED IN THE

MS 1 RESPONSE.

RESPONSE: ALL SEDIMENT TRAPS, PERIMETER DIKES, AND OTHER SEDIMENT TRAPPING MEASURES SHALL BE CONSTRUCTED

PRIOR TO ANY LAND DISTURBANCE UPSLOPE.

RESPONSE: ALL EARTHEN STRUCTURES SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION.

RESPONSE: THERE IS NO SEDIMENT BASIN OR TRAP ASSOCIATED WITH THESE PLANS.

RESPONSE: THERE ARE NO SEDIMENT BASINS ASSOCIATED WITH THESE PLANS.

RESPONSE: CUT AND FILL SLOPES WILL BE STABILIZED IMMEDIATELY AFTER GRADING OPERATIONS AND SHALL BE PROVIDED

WITH ADDITIONAL MEASURES IF EROSION BECOMES A PROBLEM.

RESPONSE: NO CONCENTRATED RUNOFF SHALL BE ALLOWED TO FLOW DOWN GRADED SLOPES.

RESPONSE: IF WATER SEEPS FROM A SLOPE FACE, ADDITIONAL SLOPE AND DRAINAGE PROTECTION WILL BE ADDED.

RESPONSE: ALL STORM SEWER STRUCTURES THAT WILL BE SUBJECT TO RUNOFF FROM THE PROJECT AREA WILL BE PROTECTED

WITH INLET PROTECTION SO SEDIMENT-LADEN RUNOFF CANNOT ENTER THE SYSTEM WITHOUT BEING FILTERED OR TREATED

TO REMOVE SEDIMENT.

RESPONSE: ALL STORMWATER CONVEYANCE CHANNELS WILL BE PROPERLY SEEDED AND STABILIZED PRIOR TO BEING MADE

OPERATIONAL.

RESPONSE: THERE WILL BE NO WORK PERFORMED IN A LIVE WATERCOURSE DURING THIS PROJECT.




RESPONSE: ALL UNDERGROUND UTILITY LINES TO BE INSTALLED WILL BE INSTALLED IN ACCORDANCE WITH THE ABOVE

STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA.

RESPONSE: MEASURES WILL BE USED TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PAVED OR

PUBLIC ROADS. ROAD SURFACES WILL BE CLEANED THOROUGHLY AT THE END OF THE DAY WHEN SEDIMENT IS TRACKED

ONTO A PAVED OR PUBLIC ROAD SURFACE. SEDIMENT WILL BE REMOVED BY SWEEPING OR SHOVELING AND TAKEN TO A

SEDIMENT CONTROL DISPOSAL AREA. NO STREET WASHING WILL BE ALLOWED UNTIL AFTER SEDIMENT IS REMOVED.

RESPONSE: ALL TEMPORARY MEASURES WILL BE REMOVED WITHIN 30 DAYS OF FINAL STABILIZATION, UNLESS AUTHORIZED

BY THE TOWN OF DAMASCUS. ALL TRAPPED SEDIMENT AND DISTURBED SOIL AREAS FROM REMOVAL OF MEASURE WILL BE

PERMANENTLY STABILIZED.

RESPONSE: THE SITE MEETS THE REQUIREMENTS OF THE ENERGY BALANCE EQUATION FOR CHANNEL PROTECTION. FOR

FLOOD PROTECTION, THE FLOW FROM THE PROPOSED SITE IS BELOW THE PRE-DEVELOPMENT CONDITION FLOWS FOR

THE 10 YEAR STORM. REFER TO THE EROSION AND SEDIMENT CONTROL NARRATIVE FOR CALCULATIONS.

STANDARD EROSION & SEDIMENT CONTROL NOTES:

EROSION & SEDIMENT CONTROL MEASURES MAINTENANCE SCHEDULE

EROSION ANDSEDIMENT CONTROL

DETAILS

C5-02

07/27/18

KEY PLAN:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:


mhminc.com

(865) 544-0402

(865) 544-2000

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1/4" = 1'-0"

DAVID COLLINS



TWH

JWR

ELECTRICALPLANS

E100

[email protected]

SBC-0000000000000000

SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

REDI-CHECK

¨

SCHEMATIC DESIGN


ACTIVE DESIGN PHASE


SEAL:


1/4" = 1'-0"TRAIL CENTER POWER & COMM PLAN

2 4

1

A

B

C

D

E

F

3

1/4" = 1'-0"TRAIL CENTER LIGHTING PLAN

2 4

1

A

B

C

D

E

F

3

þ

¨

Dave Collins

Jake Thomas

JUNE 22, 2018

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17063

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A R C H I T E C T S

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& I N T E R I O R

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D E S I G N E R S

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C A R T Y

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301 MONTGOMERY ST., SUITE #4, JOHNSON CITY, TN 37604 (423)926-5991 [email protected]

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Engineering, Inc. This document shall not be copied/reproduced or used in any manner

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This Document is an Instrument of Service and remains copyrighted property of Holston

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HOLSTON ENGINEERING, INC.

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E

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without express written permission by Holston Engineering, Inc.

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PLOT DATE:

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HE PROJECT #

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17-031

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E

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E

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E

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F

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F

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"A"

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"A"

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"A"

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"A"

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"A"

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"A"

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"B"

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"C"

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"C"

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"D"

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"C"

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A-6

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A-8

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A-4

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A-2

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A-10

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A-5

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A-16

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A-18

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A-14

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A-20

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PBD "A"

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J

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J

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C-6

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C-4

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F

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F

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"C"

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TO A-5

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A-5

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A-1

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A-3

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MDP-1

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SEE RISER - CT CAB. MDP, PBD"C"

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F

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A-9

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7/27/18

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Lic. No. 022741

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JOE W. RIGGS

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LOCATE IN MILLWORK AS DIRECTED BY ARCHITECT

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LOCATE RECEPTACLE AS DIRECTED BY ARCHITECT

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A

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PBD "C"

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MDP-1

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C-2

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"D"

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"L"

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K

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LOCATE "K" FIXTURE AS DIRECTED

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M

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M

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TO A-5

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A-17

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K

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FIXTURES "K", THREE "F" FIXTURES AND THREE "E"'S ARE TO BE UTILIZED AS EMERGENCY EGRESS LIGHTING. PROVIDE AND INSTALL AN INVERTER SIZED TO MATCH CIRCUIT A-5 WATTAGE WITH 10 PERCENT SAFETY. INVERTER EQUAL TO MULE LIGHTING MODEL SPS

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D

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D

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D

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D

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1

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7/27/18

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MISC.

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1

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1

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1

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1

KEY PLAN:

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

PA / PC:

PRJ MGR:

DWG ISSUED:

DRAWING INFORMATION

PROJECT INFORMATION

INTERNET:

FACSIMILE:

TELEPHONE:

CONTACT:


mhminc.com

(865) 544-0402

(865) 544-2000

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2/23

/201

8 8:

48:1

7 A

M

1/4" = 1'-0"

DAVID COLLINS



TWH

JWR

ELECTRICALPLANS

E101

[email protected]

SBC-0000000000000000

SCHEMATIC DESIGN

DESIGN DEVELOPMENT


¨

¨

REDI-CHECK

¨

SCHEMATIC DESIGN


ACTIVE DESIGN PHASE


SEAL:


1/4" = 1'-0"TOILET FACILITIES LIGHTING PLAN

1/4" = 1'-0"TOILET FACILITIES POWER & COMM PLAN

1/4" = 1'-0"TRAIL CENTER MEZZANINE LIGHTING PLAN

1/4" = 1'-0"TRAIL CENTER MEZZANINE POWER & COMM PLAN

þ

¨

Dave Collins

Jake Thomas

JUNE 22, 2018

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17063

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A R C H I T E C T S

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& I N T E R I O R

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D E S I G N E R S

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LSAPLE

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O

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301 MONTGOMERY ST., SUITE #4, JOHNSON CITY, TN 37604 (423)926-5991 [email protected]

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Engineering, Inc. This document shall not be copied/reproduced or used in any manner

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This Document is an Instrument of Service and remains copyrighted property of Holston

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HOLSTON ENGINEERING, INC.

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H

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E

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without express written permission by Holston Engineering, Inc.

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PLOT DATE:

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HE PROJECT #

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17-031

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FEEDING

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WIRE

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CIRCUIT

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AMPS NO.

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CIRCUIT

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NO. AMPS

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PBD.

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WIRE

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FEEDING

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PHASE LOADING-KW

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PANELBOARD LOADING

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PANELBOARD NO. B

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LOCATION

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MOUNTING

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SERVICE

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MAINS

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TYPE

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TOTAL LOAD

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C C

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SURFACE

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SEE PLANS

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225 AMPS WITH 225 AMP MAIN BREAKER

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NQOD NEMA 3R LOCKABLE

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50.3 KW

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1%%C 3W 120/240 VOLTS

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WALL MOUNTED COMBINATION LAN AND TELEPHONE OUTLET WITH STAINLESS STEEL

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PLATE WITH OPENING AS REQUIRED BY OWNER/VENDOR. EXTEND 3/4" CONDUIT TO

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DUPLEX 20 AMPERE WEATHERPROOF GROUND-FAULT CONVENIENCE OUTLET.

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EXIT LIGHTS, WITH ARROW AND REMOTE EMERGENCY HEAD WHERE NOTED. SEE

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LIGHTING OUTLET FLUORESCENT. INSERT IS TYPE.

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LIGHTING OUTLET INCANDESCENT OR H.I.D. INSERT IS TYPE.

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NUMBERS. GROUND NOT SHOWN BUT REQUIRED.

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CONDUIT AND 3 WIRES. NO MARKS INDICATE 2 WIRES. GROUND NOT SHOWN BUT

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OPENING AS REQUIRED BY OWNER/VENDOR. EXTEND 3/4" CONDUIT TO

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DUPLEX 15 AMPERE GROUND-FAULT CONVENIENCE OUTLET. BRYANT #GFR52FT-I.

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ELECTRIC MAKE ACCEPTABLE. NONE OTHER ACCEPTABLE, EXCEPT WITH WRITTERN

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EQUAL SPEC GRADE DEVICES OF BRYANT, HUBBELL, P & S, LEVITON, AND GENERAL

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ALL SWITCH AND DEVICE PLATES SATIN FINISH STAINLESS STEEL.

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OTHERWISE. ALL DEVICES FLUSH MOUNTED UNLESS OTHERWISE REQUIRED.

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OUTLETS 18"%%P ABOVE FINISHED FLOOR AND 8"%%P ABOVE COUNTERS UNLESS NOTED

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INSTALL SWITCHES 48"%%P ABOVE FINISHED FLOOR AND RECEPTACLES AND PHONE/LAN

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CONDUIT AND WIRE HOME RUN. NUMBERS INDICATE PANELBOARD AND CIRCUIT

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CONDUIT CONCEALED. GROUND NOT SHOWN BUT REQUIRED.

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3 AND 4 WAY QUIET ACTION 20 AMPERE TOGGLE SWITCHES. BRYANT #4903-I

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SINGLE POLE, QUIET ACTION, 20 AMPERE TOGGLE SWITCH - BRYANT #4901-I.

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WALL MOUNTED TELEPHONE OUTLET WITH STAINLESS STEEL PLATE WITH

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BLANK BOX. (SPLICE AND JUNCTION BOX.) VERIFY LOCATION.

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OTHERS. VERIFY REQUIREMENTS WITH THE COMPUTER VENDOR.

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COMPUTER OUTLET WITH 3/4" CONDUIT TO ABOVE CEILING FOR CABLE BY

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FAN OUTLET. CONNECT POWER. VERIFY LOCATION AND SERVICE PRIOR TO

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JUNCTION BOX OUTLET. CONNECT POWER. VERIFY LOCATION AND SERVICE

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DUPLEX 15 AMPERE CONVENIENCE OUTLET WITH GROUND. BRYANT #5262-I.

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BRYANT #GFR53FT WITH #GFRWPV WEATHERPROOF COVER.

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S

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S S

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2.

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3.

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1.

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PERMISSION.

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REQUIRED.

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1-1,3

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AND #4904-I.

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4

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3

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C

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FUSIBLE SAFETY DISCONNECT SWITCH.

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BRANCH CIRCUIT PANELBOARD.

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ABOVE CEILING.

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ABOVE CEILING.

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SUBSCRIPT "A" INDICATES 20 AMPERE SIZE.

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PRIOR TO ROUGH-IN.

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ROUGH-IN.

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F

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A

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GF

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W

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%%UELECTRIC LEGEND%%U

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LIGHTING FIXTURE SCHEDULE.

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A

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B

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S

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M

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WALL MOUNTED MOTION DETECTOR SWITCH WITH TIME DELAY OFF SETTING AND MANUAL ON/OFF SWITCH. SENSOR SWITCH WSX PDT

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J

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SURFACE MOUNTED EMERGENCY EXIT/LIGHTING UNIT WITH EXTERIOR REMOTE EMERGENCY HEAD, LED LAMPS, NICAD BATTERY, RED FACE, WHITE HOUSING, & ELECTRONIC CHARGING/SWITCHING. LITHONIA LHQM-LED-R-HO/ELA-LED-WP-M1Z EMERGENCY BATTERY BACKUP LUMINAIRE WITH SOLID STATE CHARGING & SWITCHING AND ALL CATALOGUED FEATURES LITHONIA EU2-LED-M12 RECESSED SUSPENDED LED LIGHTING MODULE/SPOT LUMINAIRE WITH120 VOLT INPUT, 57 WATTS, ONE 3.7 FOOT MODULE PLUS ONE 5.5 FOOT MODULE (TOTAL 9.2 FOOT LENGTH), 6000LUMEN LIGHTING PACKAGE, 3000K COLOR TEMP, WIDE BEAM DISTRIBUTION, BLACK COLOR AND DIMMABLE. THE SPOT SHALL BE 19 WATTS, 830 CRI, MEDIUM BEAM DISTRIBUTION, BLACK COLOR AND DIMMABLE. THE ENTIRE MODULE ASSEMBLY SHALL BE SUSPENDED BY AIRCRAFT CABLE, CONNECTOR SHALL BE BLACK. MOUNT AT ELEVATION AS DIRECTED BY ARCHITECT. NORDEON#BT-7W-BL-6-3000K-UNV-WB-5.5/3.7-BLACK-DIM-SK-1- 19W-830-MB-BLACK-DIM-BMB-AIR-BLACK SUSPENDED 4' LED UP/DOWN LIGHT WITH BATWING SHIELDING, DIRECT DOWNLIGHT/CEILING WASH UPLIGHT, AIRCRAFT CABLE SUSPENSION, DIMMABLE, 120 VOLT INPUT, 3740 LUMENS, 3000K COLOR TEMP, 72 WATTS & TEXTURED MATTE WHITE FINISH. PRUDENTIAL LIGHTING BIO2-LIN-LED-30-LOW-4-TMW-ABW-D1-CW-120-CAXX-X3-D SURFACE MOUNTED 4' LED DIMMABLE LUMINAIRE WITH STEEL HOUSING, WHITE FINISH, 4000 LUMENS, 3000 K COLOR TEMP 120 VOLT INPUT AND 29 WATTS. LITHONIA WL4-40L-MVOLT-GZ1-LP830 SURFACE MOUNTED ASYMMETRIC WALL WASH WITH LENGTH AS SHOWN ON PLANS, COLOR AS SELECTED BY ARCHITECT, SINGLE CIRCUIT, DIMMABLE AND HIGH OUTPUT (947 LM/FT, 10 WATT/FT) PRUDENTIAL LIGHTING MW-LED3-HO-RX-COLOR-SC-UNV-SUR-DM10. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR EXACT PLACEMENT & CONNECTION REQUIREMENTS RECESSED ROUND 6" LED CAN WITH 120 VOLT INPUT, DAMP LABEL, 1500 LUMENS, 20.5 WATTS, BLACK TRIM, DIMMABLE & 3000K COLOR TEMP. LITHONIA LDN6-30/15-LO6AR-LSS-MVOLT-GZ10 WALL MOUNTED DECORATIVE OUTDOOR LUMINAIRE WITH, 120 VOLT INPUT, 12 WATTS, 3000K COLOR TEMP, DIMMABLE & COLOR AS SELECTED. STONE LIGHTING WO886-BL-LED WALL MOUNTED 4' VANDAL RESISTANT LED LUMINAIRE WITH ONE PIECE METALLIC HOUSING 0.125 LENS, 3500K COLOR TEMP, 120 VOLT INPUT, & 45 WATTS. KENALL WCBU-40-1/1-45L35K-DCC-1-DV-2-1 SURFACE MOUNTED 4' LUMINAIRE WITH WHITE COLOR, 3500K COLOR TEMP, 120 VOLT INPUT, CLEAR POLY LENS, & 45 WATTS. KENALL RHL7-48-COLOR-CP-45L35K-DCC-1-DV THIS LETTER NOT USED RECESSED ROUND 2" LED CAN WITH 120 VOLT INPUT, DAMP LABEL, 1000 LUMENS, 11 WATTS, NARROW FLOOD, BLACK TRIM, DIMMABLE & 3000K COLOR TEMP, CLEAR ALZAK REFLECTOR AND WHITE TRIM. JUNO # 2LED DRIVER-G2-10LM-MVOLT-ZT-2LED TRIM-G2-DC-30K-80 CRI-NFL OUTDOOR UPLIGHT FACADE LUMINAIRE WITH CLEAR TEMPERED GLASS LENS, STAINLESS STEEL BLACK HOUSING, ASYMMETRIC OPTICS, 30 WATTS, 120 VOLTS, & 3000K COLOR TEMP. .HESS LIGHTING #ACL900A-LED-WW-UNV-R-BEAM-BLK-N SINGLE CIRCUIT 8' TRACK WITH COLOR AS SELECTED BY ARCHITECT, COMPLETE WITH CONDUIT FEED BOX, NARROW FLOOD TRACK HEAD FOR 3000K COLOR TEMP, AND 90 CRI, AND ALL COMPONENTS FOR A SYSTEM. JUNO R-8-COLOR-R34-COLOR-R600L-G2-3000K-90CRI- PDIM-NFL-COLOR WALL MOUNTED PACK WITH COLOR AS SELECTED BY ARCHITECT, 3000 LUMENS, 120 VOLT INPUT, WET LABEL, WIDE DISTRIBUTION, AND 3000K COLOR TEMP. LITHONIA WST LED-P2-3000K-MVOLT-PE-COLOR

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LIGHTING FIXTURE SCHEDULE

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%%uTYPE DESCRIPTION

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A

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B

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RE

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C

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D

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E

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F

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J

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%%uBRANCH CIRCUIT PANELBOARDS%%U

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FEEDING

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WIRE

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CIRCUIT

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AMPS NO.

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CIRCUIT

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NO. AMPS

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PBD.

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WIRE

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FEEDING

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PHASE LOADING-KW

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A

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B

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PANELBOARD LOADING

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PANELBOARD NO. A

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LOCATION

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MOUNTING

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SERVICE

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MAINS

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TYPE

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TOTAL LOAD

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SURFACE

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SEE PLANS

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225 AMPS M.L.O.

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NQOD

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14.3 KW

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1%%C 3W 120/240 VOLTS

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FEEDING

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DESC.

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MAIN DISTRIBUTION BOARD

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AMPS POLES

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FRAME

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WIRE

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COPPER

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PHASE LOADING-KW

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A

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B

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GND

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COND.

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TOTALS

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FURNISH AND INSTALL A DISTRIBUTION PANELBOARD EQUAL TO SQUARE D I-LINE WITH 800 AMP RATING WITH M.L.O. BOARD SHALL BE FOR 1 3W 120/240 VOLTS. THE PANEL SHALL BE UL LISTED AND MEET ALLAPPLICABLE NEMA STANDARDS AND FEDERAL SPECIFICATIONS. PANEL SHALL BE LABELLED FOR SERVICE DUTY, FURNISHED WITH SOLID NEUTRAL, BE OF NEMA 3R CONSTRUCTION AND LOCKABLE. BUSS BARS SHALL BE PLATED AND OF SUFFICIENT CROSS SECTIONAL AREA TO CONTINUOUSLY CARRY RATED FULL LOAD CURRENT AT A MAXIMUM TEMPERATURE RISE OF 65°C ABOVE AMBIENT OF 40°C. BUSS BARS SHALL BEBRACED FOR A MINIMUM OF 100,000 RMS SYMMETRICAL AMPERES AT 240 VOLTS. CIRCUIT BREAKERS SHALL BE MOLDED CASE TYPE OF THE FRAME SIZE AS SCHEDULED AND BE TRIP FREE. CIRCUIT BREAKERS SHALL HAVE AN INTERRUPTING RATE OF NOT LESS THAN ____ AMPERES AT RATED VOLTAGE.

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SERVICE CAPACITY 800 AMPS

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ESTIMATED FUTURE LOAD UNKNOWN

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ESTIMATED DEMAND 110.0 KW

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TOTAL ESTIMATED CONNECTED LOAD 154.9 KW

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MISC. POWER %%U 23.3 KW

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WATER HEATER 41.2 KW

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HVAC 87.2 KW

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LIGHTS 3.2 KW

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SERVICE CHARACTERISTICS 1%%C 3W 120/240 VOLTS

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CONNECTED LOADS:

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%%UDESIGN DATA

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G

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H

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B 225A

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C 400A

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A 150A

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800A 1 3W120/240V

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M

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%%UELECTRIC SERVICE RISER DIAGRAM

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NO SCALE

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BOND & GROUND PER NEC WITH #2/0 COPPER

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3#1/0 THHN COPPER 1#6 COPPER GROUND IN 1-1/2" CONDUIT

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3#500 KCMIL THHN COPPER 1#3 COPPER GROUND IN 4" CONDUIT

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3#4/0 THHN COPPER 1#4 COPPER GROUND IN 2" CONDUIT

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PARALLEL RUNS OF 3#500 KCMIL THHN COPPER IN 4" CONDUIT

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S

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"C"

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TO A-1

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GF

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DOWN TO A-14

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H

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H

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B-12

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B-17

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B-6

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B-4

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B-2

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GF

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GF

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B-3

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B-8

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B-10

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B-9

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B-11

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100 AMP, 2 POLE NON FUSIBLE DISCONNECT - CONNECT WATER HEATER

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TYPICAL UNIT HEATER EQUAL TO MARKEL HF56OST-240-1-2500 WITH BUILT IN DISCONNECT SWITCH AND THERMOSTAT

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PBD "B"

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MDP-2

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H

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H

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H

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H

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OS

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OS

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OS

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PC

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"G"

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"G"

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EXTERIOR MOUNTED WEATHERPROOF PHOTOCELL WITH RECEPTACLE EQUAL TO TORK. MOUNT PER MANUFACTURER'S RECOMMENDATIONS FOR CONTROL OF THREE (3) "H" FIXTURES & EIGHT (8) "x" FIXTURES

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FEEDING

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WIRE

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CIRCUIT

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AMPS NO.

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CIRCUIT

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NO. AMPS

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PBD.

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WIRE

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FEEDING

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PHASE LOADING-KW

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PANELBOARD LOADING

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PANELBOARD NO. C

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LOCATION

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MOUNTING

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SERVICE

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MAINS

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TYPE

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TOTAL LOAD

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SURFACE

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SEE PLANS

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400 AMPS M.L.O.

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NQOD - NEMA 3R - LOCKABLE

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77.2 KW

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1%%C 3W 120/240 VOLTS

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PANEL A

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150

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2

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SEE RISER

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5.8

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PANEL B

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225

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2

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PANEL C

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400

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2

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26.6

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23.6

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38.6

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38.6

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73.7

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68.0

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0.6

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20

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RECEPTACLE

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80

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1.8

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23.7

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15.6

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15.6

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15.6

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38.6

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FOR HEAT TRACE SYSTEM

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TRANSFORMER BY LOCAL UTILITY

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36"X36"X12" NEMA 3R CT CABINET

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METERING AS DIRECTED BY LOCAL UTILITY

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60 AMP, 2 POLE, FUSIBLE DISCONNECT - FUSE AS DIRECTED - CONNECT INDOOR HVAC #1

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WALL BOX LED DIMMER SWITCH - LUTRON ARIADNI/TOGGLE LED COMPATABLE.

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