City of Winter Springs Central Winds Park - Trailhead Restroom

Richard T. Reep Architect2707 Chelsea StreetOrlando, FL 32803

[email protected]

seal

The original sheet size is ARCH D 24" x 36". Copyright Richard T. Reep Architect, All rights reserved. c

Harris Civil EngineersLouis J. McTague LLC1200 Hillcrest Street Suite 200Orlando, FL 32803

www.harriscivilengineers.com407-629-4777EB9814

1121 Hamilton AvenueLongwood, FL 32750

www.ljmctague.com407-834-6840PE56061

Structural Engineer Civil Engineer Architect

BK Williams Engineering LLC333 Emerald Pl WIndian Harbour Beach, FL 32937

www.bkweng.com321-272-3559EE######

Electrical Engineer

6/15/2020 4:08:12 PM

G000

15 June 2020Issued for Bid

City of Winter Springs Central Winds Park - Trailhead Restroom1000 Central Winds DriveWinter Springs, Florida 32708

126 East State Road 434Winter Springs, Florida 32708

A200

A200

A2001A200

3

2

4A500

1

4

3

2 A500

5

8

7

6

1

3

2

1A400 Men's Room

1Women's Room

2

Utility Room3

warp slab as required to be flush with interior finished floor

8' - 0" 25' - 4"

8' -

0"9'

- 4"

8' -

0"

25' -

4"

Ove

rhan

g

Precast cap

4" concrete apron

7' - 4" 8' - 8"

3' -

4 5/

8"

1' - 4" 9' - 4"1' - 4"

Alum columns

Concrete sidewalk

cont

rol j

oint

control joint

EQ EQ EQcont

rol j

oint

cont

rol j

oint

cont

rol j

oint

control joint

control joint control joint

cont

rol j

oint

cont

rol j

oint

Downspout

5' turnaround 5' turnaround

FD FD FD

0' - 4"

cont

rol j

oint

cont

rol j

oint

4' - 0" stainless steel shelfmount at 4' - 6" AFF

mop handle bracketmount at 4' - 0" AFF

Men's Room1

Utility Room3

Women's Room2

Drinking Fountain

For toilet accessories see elevations

For toilet accessories see elevations

Center floor drain in room Center floor drain in room

1' -

5"2'

- 0"

Clearance at power panel

slop

e do

wn

slop

e do

wn

slop

e do

wn

1A400

Slope down 1/4" = 1' - 0"

6" x 6" aluminum Gutter

6" diameter aluminum Downspout

Low aluminum trellis High aluminum trellis

VTR wtih flashing boot

4A400

Exhaust fans

Richard T. Reep Architect2707 Chelsea Street

Orlando, FL [email protected]

407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:07:55 PM

A100

Floor Plan,Roof Plan

15 June 2020

Issued for Bid

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1/4" = 1'-0"1 Floor Plan - General 1/4" = 1'-0"3 Roof Plan

Finished Floor0' - 0"

top of low parapet10' - 8"

top of high parapet14' - 0"

1A400

Exposed CMU

Aluminum shade trellis

Knee wall Stacked stone veneer on CMU

Aluminum columns

Precast wall cap

4' -

0"

Stacked stone veneer parapet beyond

Aluminum cornice

Exposed CMU parapet beyond

1' - 4" Exterior light fixtures




Stacked stone veneer on CMU

Downspout

Aluminum Shade trellis

3

Aluminum Shade trellis

Aluminum cornice

Aluminum coping cap

Aluminum cornice

Exposed splitface center scored CMU

Six 2" air gaps at 8' - 0" AFF

8' -

0"

18' - 0" 4' - 0"

4A400

alig

n

Meter

6' - 4" 1' - 4"

Tota

l hei

ght

14' -

0"




Exposed splitface CMU

Downspout beyond

Aluminum shade trellis Aluminum shade trellis

1 2

Drinking fountain

Aluminum coping cap

Aluminum support beam and column

Precast knee wall cap

Stone veneer over CMU


4' -

8"

1' - 0"

Aluminum support beam

Aluminum column


Stone veneer knee wall

Restroom sign typ

4A400

2' -

0" 4' -

0"

alig

n

1' - 0"2' - 0"

Typ exterior lighting



west knee wall2' - 0"

1A400


Gutter Aluminium shade trellis


Downspout

Aluminum cornice


Aluminum coping cap


Six 2" air gaps at 8" o.c. Aluminum support columns

Aluminum support beam


1' - 6" 1' - 6"

Exterior light fixtures

1' - 0"



407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:07:57 PM

A200

Elevations

15 June 2020

Issued for Bid

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1/4" = 1'-0"1 East 1/4" = 1'-0"2 North

1/4" = 1'-0"3 South 1/4" = 1'-0"4 West

Project Specifications

00 – General Conditions• Site Logistics - coordinate site access, materials staging, and hours of operation with Sitework Contractor.• Provide permit box, silt fence as indicated in Package 2, tree protection fencing, portable toilet, temporary power, and temporary water.

02 – Sitework• Site clearing – remove existing vegetation in the required site areas for construction.• Site grading – rough grade site to level indicated on sheet C201. Provide fill as needed to achieve grades as shown.• Utilities: Provide for permanent power and water from local utilities.• Drainage: Site stormwater will be drained to location as indicated on C201.• Driveway and vehicular paving areas: See Package 2.

03 – Concrete• Provide concrete and grout for structural items as indicated and as specified on sheet S100.• Provide concrete for non-structural items to dimensions indicated on drawings. Use 3000psi concrete minimum.

04 – Concrete Masonry Units• Provide 8" x 8" x 16" concrete masonry units conforming to ASTM C90, with all shapes necessary to achieve project, and as specified on sheet S100. • Use ladder ties every 16". Reinforce as indicated on sheet S100.• All CMU shall be natural gray concrete color of uniform color and texture.• Exposed exterior face of block (where not concealed by veneer) shall be scored vertically in the center to create 8" x 8" exterior face module and be splitface.• Mortar shall be Type N, natural gray color.

05 – Metal• Provide structural steel as indicated and as specified on sheet S100.• Provide aluminum to ASTM B 210 Specification for Aluminum and Aluminum Alloy Drawn Seamless Tubes. • Aluminium tube shapes will be coated with fluoropolymer powder conforming to AAMA 2605. All fasteners for use with aluminum shapes shall be aluminum or stainless steel.

06 – Wood• Plywood shall be finish All dimensional lumber to be pressure treated.• Provide structural and nonstructural dimensional lumber and framing as specified on sheet S200.• 07 – Waterproofing• Sealants – Exterior sealants to be compatible with substrate.• Roof – provide membrane roofing equal to GAF Ruberoid granular surface modified bitumen roof membrane with all accessories including primer, flashing, sealants with minimum 10 year labor / 15 year material warranty. Provide coated aluminum flashing shapes and sizes as indicated on plans. Coating color to be selected from manufacturer's standard colors.• Insulation – For roof deck, provide 2" closed-cell polyisocyanurate (polyiso) foam core insulation panels.

08 – Doors• Specification: Basis of design is Cline Aluminum Doorss, Inc. Series 100BE for Doors and Frames. Email [email protected]. Provide urethane foam-filled aluminum door, flush face design, high traffic and high abuse. Door shall meet wind load criteria as indicated on sheet S1.1. Door shall have architectural quality aluminum sheet one-piece smooth face minimum 0.090" thick plain unpatterned. Door shall carry Florida Product Approval number FL6336.• Finish: Door and frame finish shall be factory finish fluoropolymer coating conforming to AAMA 2605 or better.• Frame: extruded channel aluminum components with manufacturer's standard corrosion-resistant, nonstaining, nonmagnetic metal anchors, clips, and accessories, profile Open Back with Applied Stop, 0.125" min thickness extruded shape. Corners shall be cut square with no exposed fasteners. Hinge and strike mounting plates shall be extruded aluminum alloy bar stock. Concealed integral channel. If steel perimeter anchors are used for masonry anchoring, provide coated steel and insulation between steel and aluminum to prevent galvanic action.• Hardware: Hardware shall be as specified on door schedule. • Louver: Where louver occurs, provide louver of extruded aluminum components with manufacturer's standard fasteners. Blades and frames shall have extruded aluminum alloy, with "Y" type louver blades for privacy. Louver shall have 50% minimum free air flow.

09 – Finishes• Exterior, concrete masonry units: After removing effloresence, excess mortar, rust and grease from exterior face of block, apply Copper Sulphate stain to a light hue. Mask areas not to receive sealer (aluminum, signage, etc).• Exterior, concrete masonry units: CMU shall be smooth-faced where Stacked Stone veneer is indicated. Provide Eldorado Stone Stacked Stone Veneer, Black River profile. Prepare 2' x 4' mockup on West Wall at base for review and approval. Contact [email protected].• Interior, floors: Provide polyurethane concrete slurry broadcast floor equal to Ucretre DP Basecoat B6 to 1/8" total thickness of base coat and top coat.ucrete • Interior Coating - Provide low VOC interior coating systems as follows: Concrete Masonry Units: First coat = acrylic high-build masonry block filler. Second coat = Acrylic gloss enamel. Wood: First coat = water-based primer. Second coat = water-based eggshell/satin acrylic latex.

10 – Accessories• Signage - Signage shall be securely affixed to exterior wall per manufacturer's instructions. Restroom signage: PVC raised-letter restroom signage with contrasting color conforming to Florida Building Code - Accessibility for restrooms. Donor Plaque: cast bronze donor plaque minimum 1/8" thickness with raised letters and enamel coated field. Restroom Accessories - Owner will furnish and install accessories marked with asterisk* Grab Bars: brushed stainless steel smooth 1 1/4" diameter with concealed flanges. * Toilet Paper Holders: Stainless Steel lockable jumbo roll, Bobrick B-2890. * Paper Towel Dispenser: Stainless Steel roll-type paper towel dispenser, Bobrick B-2860. * Soap Dispenser: Stainless Steel liquid type dispenser, Bobrick B-4112. P-trap underlav insulator: PVC insulating wrap, Handy-Shield by Plumberex Baby Changing Table: Stainless Steel foldable station, Koala KB200-01SS.

11 through 21 – not used

22 - Plumbing - See P100.

23 - HVAC• Exhaust Fans - Provide low-profile grill 110CFM exhaust fan with duct transition as required for roof cap connection. Provide equivalent to Nutone AERN110K.Blocking as required to support fan in roof structure. Flashing - self-flashing unit as required for low-slope roofs. Roof cap - Roof cap compatible with unit to include backdraft damper and bird screen, equivalent to Broan 634M.

26 - Electrical - See E100.

Interior Walls - Sherwin Williams 6510, "Loyal Blue"

Interior exposed wood deck - Sherwin Williams SW7005, "Pure White"

Exposed center scored splitface CMUCopper Sulphate stain applied min 4 coats to light hue

Exterior metal - Aluminum color powder coated aluminum

Stacked stone veneer - Eldorado "Black River"

7' -

0"

3' - 0"

7' -

0"

3' - 0"

Painted aluminum frame

Painted aluminum door

Painted aluminum louver

Door Type A Door Type B

Concrete slab

Threshold

Door

Frame beyond

E9-0716

Filled cell

Sealant and backer rod

Blocking

Frame

Door

Threshold below

Concrete lintel

Sealant and backer rod

Blocking

Alum frame

Door

Doors: All door shall receive the FL6336 label. Basis of Design is as indicated in Specifications. All door hardware shall be:

Hinges: Exterior hinges to be Ball Bearing Stainless Steel (32D) on out swinging doors furnished with Non-Removable Pins (NRP) Stanley FBB199 or equalClosers: Shall be Corbin Russwin DC6210 (689) OPTIONAL

Locksets: Shall be Grade 1 Heavy Duty Cylindrical Lockset Corbin Russwin CL3500 series with Corbin Russwin Deadlock DL3000

Keying: Determined by City of Winter Springs

Thresholds and Weatherstrip: Shall be as follows: Weatherstrip: Wool Pile (Aluminum Door Mfr.) Threshold: Pemko 520S Door Sweep Pemko 18100CNB Rain Drip Cap, Pemko 346C

Hardware Schedule:

Quantity Description Model Number Finish MFR

3. EA HINGE FBB199NRP 32D STAN 1. EA. LOCKSET CL3510 NZD 626. CR 1 EA. DEADLOCK DL3013 626 CR 1. EA CYLINDER TBA 626 TBA 1. EA. SURFACE CLOSER. DC6210 689. CR. OPTIONAL 1. EA DOOR SWEEP 18100CNB AL PEM 1 EA. RAIN CAP 346C C PEM 1 EA. THRESHOLD 520S AL PEM



407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:07:59 PM

A300

Schedules andSpecifications

15 June 2020

Issued for Bid

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Door Schedule

DoorNumber Door Type Door Size Frame Type

DetailsDescription

FinishHead Jamb Sill Door Frame Comments

1 A 36" x 84" Aluminum 6/A300 5/A300 4/A300 Aluminum paint paint witih louver2 A 36" x 84" Aluminum 6/A300 5/A300 4/A300 Aluminum paint paint witih louver3 B 36" x 84" Aluminum 6/A300 5/A300 4/A300 Aluminum paint paint -

Room Finish Schedule

RoomNumber

RoomName

FinishCommentsFloor Base Wall Ceiling

1 Men'sRoom

Ucrete Ucrete PaintedCMU

Paintedwood

See color schedule detail 2

2 Women'sRoom


Paintedwood


3 UtilityRoom


Paintedwood


1" = 1'-0"1 Architectural Specifications 1" = 1'-0"2 Color Selections

1/4" = 1'-0"3 Door and Frame Elevations

1 1/2" = 1'-0"4 Sill

1 1/2" = 1'-0"5 Jamb

1 1/2" = 1'-0"6 Head 1" = 1'-0"7 Door Hardware




top of interior walls8' - 0"

A4002

Gutter

Downspout

2" x dimensional lumber framing

Low slope roof

A4007

4A400

4' -

6"

4' -

0"

Shelf Mop holder

Insect screen at vent gap



Bond beam

8" splitface center scored CMU

Alum coping over 2" x blocking

Counterflashing

1/2" x 1 1/2" alum termination bar w/ 2 1/2" concrete masonry anchors at 12" o.c.

Sealant at top of roof membrane

Roof cover - turn up min. 7"

Structural framing

Concrete sidewalkFloor finish

Base finish

Interior wall finish

Concrete slab

Vapor barrier

Compressed fill

P.T. 2" x 8" top plate with 7 1/2" J-bolt at 2' - 0" o.c. in bond beam

Roof Assembly: granular surface modified bitumen single layer over 3/8" densglas coverboard over 2" polyisocyanurate rigid insulation panels

Structural deck

P. T. 2" x 10" ledger

LUS210 with eight - 10d nails in ledger and four - 10d nails in joist

Stacked stone veneer on standard face 8" CMU

Aluminum 3" x 8" cornice

Flashing cleat

Use height of stacked stone veneer to determine number of courses of standard face CMU and transition to splitface CMU

Light fixture beyond

19' - 0" 4' - 4"

4' -

0"

0' -

11 1

/4"

0' -

11 1

/4"

0' -

11 1

/4"

0' -

11 1

/4"

typ both sides - 3" diameter aluminum columns at 1' - 0" on center under each trellis member

4' - 4" 9' - 0"

4' -

0"

0' -

11 1

/4"

0' -

11 1

/4"

0' -

11 1

/4"

0' -

11 1

/4"

3"x 8" sq alum tube

3" dia round alum tube

Parapet flashing beyond

Turn up roof cover

2" x blocking at end

Aluminum cornice

Aluminum flashing

Aluminum gutter

3/4" plywood

Aluminum downspout

Strap

Stacked stone veneer

8" CMU

End flashing

Roof Assembly: granular surface modified bitumen single layer over 3/8" denslglas coverboard over 2" polyisostyrene rigid insulation panels

Structural roof deck

Roof framing joists

7 1/2" x 1/2" Anchor bolt at 2' - 0" on center

H3 hurricane clip ea roof joist

8" CMU bond beam w/ one #5 continuous

P. T. 2” x 8” bearing plate

Sealant at top of roof membrane

1/2" x 1 1/2" aluminum termination bar with 2 1/2" concrete masonry anchors at 1' - 0" on center

Counterflashing

Sealant at top of counterflashing

stacked stone veneer - north parapet

Turn roof membrane up 7" min

Roof assembly: granular surface modified bitumen over 3/8" densglas coverboard over 2" polyisocyanurate rigid insulation

P. T. wood blocking at edge

Roof framing joist

3" x 8" aluminum tube cornice

Aluminum coping over 2" x blocking

P. T. 2" x 8" top plate with 7" J-bolt at 2' - 0" o.c. in bond beam

Bond beam

Stacked stone veneer on 8" CMU





407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:08:01 PM

A400

Sections andDetails

15 June 2020

Issued for Bid

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1/4" = 1'-0"1 Section 1

3/4" = 1'-0"2 Typical wall section

1/2" = 1'-0"6 High Aluminum Trellis

1/2" = 1'-0"5 Low Aluminum Trellis 3 Trellis isometric

1 1/2" = 1'-0"7 Eave detail 1 1/2" = 1'-0"4 High parapet detail

2' - 0"Paper towel dispenser

Soap dispenser

Insulation jacket at drain

8" base

Baby changing table

3' -

6"

EQ EQ

2' -

4 3/

4"

8" base

Baby changing table

Six 2" gaps Painted wood framing

0' - 8"

2' -

11"

Grab bar see 5/G100 for location

Toilet paper dispenser

8" base

1' -

4"

2' - 0"

2' -

11"

3' -

6"

Painted wood framing

Soap dispenser

Paper towel dispenser

8" base

Grab bar - see 5/G100 for location

Toilet paper holder

Paper towel dispenser

Soap dispenser

Insulation jacket at drain

8" base

Baby changing table

3' -

6"

2' - 0"

3' -

6"

Soap Dispenser

Paper towel dispenser Grab bar

Toilet paper dispenser8" base

Painted wood framingSix - 2" gaps

Grab bar - See 5/G100 for location

Toilet paper holder

0' - 8"

1' -

6"

EQ EQ

2' -

4 3/

4" Typ - 8" base

Baby changing table



407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:08:03 PM

A500

InteriorElevations

15 June 2020

Issued for Bid

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1/4" = 1'-0"1 Room 1 - South 1/4" = 1'-0"2 Room 1 - West

1/4" = 1'-0"3 Room 1 - North 1/4" = 1'-0"4 Room 1 - East

1/4" = 1'-0"5 Room 2 - South 1/4" = 1'-0"6 Room 2 - West

1/4" = 1'-0"7 Room 2 - North 1/4" = 1'-0"8 Room 2 - East

4"

2" vent overhead

4" VTR

2"

2"

1 1/2"

1 1/

2"

1 1/

2"

to sanitary sewerto potable water supply

CO

FD2

P1

P2

FD3

P3

P2

FD2

P1

1 1/

2"

HB

all sanitary sewer lines are under slab except where necessary to connect to fixture

All water supply lines are above slab except to site connection.

4"

CO

sidewalk

1 1/2" up

CO

FD2

FD3

FD2

P1

P3

P2

4" VTR

P1

P2

To sanitary sewer

Finished Floor

4"

4"

4"

4"

4"

2"1 1/2"

2"

2"

2"

2"

slope 1/8" per foot

slope 1/8" per foot

CO

2"

2"2"

2"

2"

Plumbing Specifications

15 – Plumbing• Water supply piping shall be Schedule 40 CPVC, sizes as indicated.

Provide shutoff valve at each fixture P1, P2, and P3. All shutoff valves shall be located within Room 3.Connect water supply to new line at nearest location to potable water utility.

• Sanitary sewer piping shall be schedule 40 PVC, sizes as indicated.Provide cleanouts where shown.Provide vent through roof with flashing boot.Connect sanitary sewer to new sanitary line as indicated on Civil Engineering plans.

• Plumbing fixtures• P2 - Toilet: Kohler "Kingston" 4323 wall-mount 1.28 gpf with rear inlet. Provide seat. Mount toilet with seat at 19" above finished floor.• P1 - Lavatory: Kohler "Solo" 2084 wall-mount with K-8998 P-trap and 2 hangers. Provide Chicago Faucets 333-E12PSHAB single supply basin faucet with drainage trim and accessories, chrome plated brass.• P3 - Drinking fountain Elkay LK4406 Outdoor Drinking Fountain wall mount bi-level non-filtered non-refrigerated 316 stainless color = Gray.• FD1 - Floor drain, Rooms 1 and 2: PVC body with square nickel bgronze frame and grate, Zurn FD2322-ST FD shall include trap guard Trap Seal..• HB - Provide solid brass body hose bibb with brass handle mounted at 24" AFF where indicated.



407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:08:27 PM

P100

Plumbing Plan

15 June 2020

Issued for Bid

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1/4" = 1'-0"1 Plumbing Plan

1/8" = 1'-0"2 Plumbing Isometric - Sanitary

1" = 1'-0"3 Plumbing Specifications

J

OS

S; S3; S

4; S

K;

SWP; S

M; S

a

1

T

LEGEND DESCRIPTIONSYMBOL

NOTE: NOT EVERY ELECTRICAL LEGEND SYMBOL WILL BE USED

GFI

GFIWP

POWER PANELBOARD

JUNCTION BOX / EQUIPMENT CONNECTION

KEY NOTE IDENTIFIER

SWITCH: SINGLE; 3-WAY; 4-WAY; KEY SWITCH;WEATHERPROOF; MOTOR RATED; SWITCH LEG

DUPLEX RECEPTACLE

GFI DUPLEX RECEPTACLE

GFI, WEATHERPROOF HOUSING DUPLEXRECEPTACLE

A1

a 1L1-1

SWITCH LEG

FIXTURE TYPE

CIRCUIT DESIGNATION

TYPICAL LIGHTING FIXTUREDESIGNATIONS:

WALL MOUNTED OCCUPANCY SENSOR - AUTO ON/OFF

DISCONNECT SWITCH

GROUND ROD

TRANSFORMER

WALL MOUNTED LIGHT FIXTURE

RECESSED DOWN LIGHT

3#3/0, #3G, 2"C

CONDUIT SIZE

GROUND CONDUCTOR SIZE

QUANTITY AND SIZE OF CONDUCTORS

ELECTRICAL LEGEND:1. APPLICABLE CODES:

6TH EDITION, FLORIDA BUILDING CODE - BUILDING (2017) 6TH EDITION, FLORIDA BUILDING CODE - ACCESSIBILITY (2017) 6TH EDITION, FLORIDA BUILDING CODE - MECHANICAL (2017) 6TH EDITION, FLORIDA BUILDING CODE - PLUMBING (2017) 6TH EDITION, FLORIDA FIRE PREVENTION CODE (2017) NFPA 70, NATIONAL ELECTRICAL CODE (2014)

2. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE AND WORKABLE FACILITY.

3. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED FOR PROPERINSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED AT THE SITE. ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY VERTICAL AND HORIZONTALEQUIPMENT LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE PROVIDED TO COMPLETE THE WORK AT NO ADDITIONAL COST TO THE OWNER.

4. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE PLACED TO ELIMINATEINTERFERENCE WITH OTHER EQUIPMENT. THE EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE NATIONAL & LOCAL CODES.

6. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. SHOULD PLANS AND CODES CONFLICT, CONTACT THE CONSTRUCTION MANAGER. MAKE NOCHANGES, EVEN IN CASE OF CONFLICT, WITHOUT FIRST OBTAINING THE APPROVAL OF THE CONSTRUCTION MANAGER.

7. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON CURRENT CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC RACEWAY SYSTEMS, GROUNDINGCONDUCTOR IN METALLIC RACEWAYS.

8. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES, BOXES, AND EQUIPMENT WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE USED.

9. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY WIRE OR CONDUIT, THE SUBCONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT REQUIREMENTSAND SHALL INSTALL WIRE, CONDUIT, CIRCUIT BREAKERS AND OTHER ITEMS OF THE CORRECT SIZE FOR THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER, WIRE ANDCONDUIT SIZES FOR THE EQUIPMENT SHALL BE TAKEN AS A MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL.

10. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF THE OTHER TRADES.

11. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS TYPE OF WORK WITH APPROPRIATE LICENSES.

12. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT SUCH A TIME AS WILL REQUIRE A MINIMUM OF CUTTING AND PATCHING OF THE BUILDINGSTRUCTURE.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR REPAIR ORREPLACEMENT OF THE UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE COMPLETION OF THIS WORK.

14. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING CONNECTIONS SHALL BE SILICON BRONZE. CONTRACTOR SHALL UTILIZE CONNECTORS TOPREVENT GALVANICACTION.

15. ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO MECHANICAL DAMAGE SHALL BE RIGID GALVANIZED STEEL, UNLESS NOTED OTHERWISE. ALL OTHER CONDUITINSIDE FACILITY SHALL BE ELECTRICAL METAL TUBE (EMT). CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR STRAPS TO PROVIDE A RIGIDINSTALLATION.

16. CONDUIT SUPPORTS SHALL NOT BE FASTENED OR ATTACHED TO OTHER PIPES. PERFORATED STRAP HANGERS WILL NOT BE ALLOWED. EMPTY CONDUIT SHALL BETHOROUGHLY SWABBED OUT WITH DRY SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE IS DRAWN IN. END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTILWIRE IS PULLED. NO CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH OF STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS WITH SYMMETRICALBENDS. DO NOT INSTALL CRUSHED OR DEFORMED CONDUITS. AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR TRASH FROM LODGING IN CONDUIT, BOXES,FITTINGS. FREE CLOGGED CONDUITS OF OBSTRUCTIONS.

17. CONTRACTOR SHALL PROVIDE ALL NECESSARY LUGS FOR NEW PANELBOARDS AND ELECTRICAL EQUIPMENT TO HANDLE THE NUMBER AND SIZE OF CONDUCTORSSHOWN ON CONTRACT DOCUMENTS.

GENERAL ELECTRICAL NOTES:

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

PART 1 - GENERAL

1.1 ACTION SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

PART 2 - PRODUCTS

2.1 COPPER BUILDING WIRE

A. DESCRIPTION: FLEXIBLE, INSULATED AND UNINSULATED, DRAWN COPPER CURRENT-CARRYING CONDUCTOR WITH AN OVERALL INSULATION LAYER OR JACKET, OR BOTH, RATED 600 V OR LESS.

B. STANDARDS: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND USE. ROHS COMPLIANT.

C. CONDUCTORS: COPPER, COMPLYING WITH ASTM B 3 FOR BARE ANNEALED COPPER AND WITH ASTM B 8 FOR STRANDED CONDUCTORS.

D. CONDUCTOR INSULATION: TYPE THHN AND TYPE THWN-2. COMPLY WITH UL 83.

2.2 CONNECTORS AND SPLICES

A. DESCRIPTION: FACTORY-FABRICATED CONNECTORS AND SPLICES OF SIZE, AMPACITY RATING, MATERIAL, TYPE, AND CLASS FOR APPLICATION AND SERVICE INDICATED; LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND USE.

PART 3 - EXECUTION

3.1 CONDUCTOR MATERIAL APPLICATIONS

A. FEEDERS: COPPER; SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER.

B. BRANCH CIRCUITS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER.

3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS

A. SERVICE ENTRANCE: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY

B. FEEDERS: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY

C. EXPOSED BRANCH CIRCUITS: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY

3.3 INSTALLATION OF CONDUCTORS AND CABLES

A. CONCEAL CABLES IN FINISHED WALLS, CEILINGS, AND FLOORS UNLESS OTHERWISE INDICATED.

B. IDENTIFY AND COLOR-CODE CONDUCTORS AND CABLES.

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMSPART 1 - GENERAL

1.1 BONDING AND EQUIPMENT GROUNDING

A. ALL ELECTRICAL EQUIPMENT (METALLIC CONDUIT, PANELBOARDS, ETC.) SHALL BE BONDED TOGETHER WITH A GREEN INSULATED COPPER SYSTEM GROUNDING CONDUCTOR IN ACCORDANCE WITH SPECIFIC RULES OF ARTICLE 250 OF THE NEC EQUIPMENT GROUNDING CONDUCTORS THROUGH THE RACEWAY SYSTEM AND FROM PANEL GROUNDING BAR OF EACH PANELBOARD TO BRANCH CIRCUIT EQUIPMENT AND DEVICES.

B. EQUIPMENT GROUNDING CONDUCTORS: ALL RACEWAYS SHALL HAVE AN INSULATED COPPER SYSTEM GROUND CONDUCTOR RUN THROUGHOUT THE ENTIRE LENGTH OF CIRCUIT INSTALLED WITHIN CONDUIT IN STRICT ACCORDANCE WITH NEC. GROUNDING CONDUCTOR SHALL BE INCLUDED IN TOTAL CONDUIT FILL WHEN DETERMINING CONDUIT SIZES, EVEN THOUGH NOT INCLUDED OR SHOWN ON DRAWINGS.

PART 2 - PRODUCTS

2.1 NOT USED

PART 3 - EXECUTION

3.1 EQUIPMENT GROUNDING

A. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH ALL FEEDERS AND BRANCH CIRCUITS.

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 SUBMITTALS

A. FOR ALL PRODUCTS.

PART 2 - PRODUCTS

2.1 METAL CONDUITS, TUBING, AND FITTINGS

A. METAL CONDUITS, TUBING, AND FITTINGS SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

B. GRC: COMPLY WITH ANSI C80.1 AND UL 6.

C. EMT: COMPLY WITH ANSI C80.3 AND UL 797.

D. FITTINGS FOR METAL CONDUIT: COMPLY WITH NEMA FB 1 AND UL 514B.

2.2 NONMETALLIC CONDUITS, TUBING, AND FITTINGS

A. LISTING AND LABELING: NONMETALLIC CONDUITS, TUBING, AND FITTINGS SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

B. RNC: TYPE EPC-40-PVC, COMPLYING WITH NEMA TC 2 AND UL 651 UNLESS OTHERWISE INDICATED.

C. FITTINGS FOR RNC: COMPLY WITH NEMA TC 3; MATCH TO CONDUIT OR TUBING TYPE AND MATERIAL.

2.3 BOXES, ENCLOSURES, AND CABINETS

A. SHEET METAL OUTLET AND DEVICE BOXES: COMPLY WITH NEMA OS 1 AND UL 514A.

B. CAST-METAL OUTLET AND DEVICE BOXES: COMPLY WITH NEMA FB 1, FERROUS ALLOY, TYPE FD, WITH GASKETED COVER.

C. SMALL SHEET METAL PULL AND JUNCTION BOXES: NEMA OS 1.

PART 3 - EXECUTION

3.1 RACEWAY APPLICATION

A. OUTDOORS:

1. EXPOSED CONDUIT: GRC.

2. CONCEALED CONDUIT, ABOVEGROUND: GRC, IMC OR EMT.

3. UNDERGROUND CONDUIT: RNC, TYPE EPC-40-PVC.

4. BOXES AND ENCLOSURES, ABOVEGROUND: NEMA 250, TYPE 3R.

B. INDOORS:

1. EXPOSED, NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT.

2. EXPOSED AND SUBJECT TO SEVERE PHYSICAL DAMAGE: GRC.

3. CONCEALED IN CEILINGS AND INTERIOR WALLS AND PARTITIONS: EMT

4. BOXES AND ENCLOSURES: NEMA 250, TYPE 1.

C. MINIMUM RACEWAY SIZE: 1/2-INCH.

3.2 FIRESTOPPING

A. INSTALL FIRESTOPPING AT PENETRATIONS OF FIRE-RATED FLOOR AND WALL ASSEMBLIES.

SECTION 262416 - PANELBOARDSPART 1 - GENERAL

1.1 ACTION SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PANELBOARD.

B. SHOP DRAWINGS: FOR EACH PANELBOARD AND RELATED EQUIPMENT.

1.2 WARRANTY

A. MANUFACTURER'S WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE PANELBOARDS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION.

B. SPD WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE PANELBOARDS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN 60 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION.

PART 2 - PRODUCTS

2.1 PANELBOARDS

A. MANUFACTURERS: EATON, SIEMENS, SQUARE D, GE

B. COMPLY WITH NEMA PB 1 AND NFPA 70.

C. ENCLOSURES: SURFACE-MOUNTED, DEAD-FRONT CABINETS.

D. PHASE, NEUTRAL, AND GROUND BUSES: COPPER

E. CONDUCTOR CONNECTORS: SUITABLE FOR USE WITH CONDUCTOR MATERIAL AND SIZES SPECIFIED. TERMINATIONS SHALL ALLOW USE OF 75 DEG C RATED CONDUCTORS WITHOUT DERATING. LUGS SUITABLE FOR INDICATED CONDUCTOR SIZES, WITH ADDITIONAL GUTTER SPACE, IF REQUIRED, FOR LARGER CONDUCTORS.

F. RATED FOR SERIES-CONNECTED SYSTEM WITH INTEGRAL OR REMOTE UPSTREAM OVERCURRENT PROTECTIVE DEVICES.

G. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF PANELBOARDS, COMPLYING WITH UL 1449.

2.2 IDENTIFICATION

A. PANELBOARD LABEL: MANUFACTURER'S NAME AND TRADEMARK, VOLTAGE, AMPERAGE, NUMBER OF PHASES, AND NUMBER OF POLES SHALL BE LOCATED ON THE INTERIOR OF THE PANELBOARD DOOR.

B. CIRCUIT DIRECTORY: DIRECTORY CARD INSIDE PANELBOARD DOOR, MOUNTED IN TRANSPARENT CARD HOLDER. CIRCUIT DIRECTORY SHALL IDENTIFY SPECIFIC PURPOSE WITH DETAIL SUFFICIENT TO DISTINGUISH IT FROM ALL OTHER CIRCUITS.

PART 3 - EXECUTION

3.1 IDENTIFICATION

A. CREATE A DIRECTORY TO INDICATE INSTALLED CIRCUIT LOADS AND INCORPORATE OWNER'S FINAL ROOM DESIGNATIONS.

B. LABEL EACH PANELBOARD WITH A NAMEPLATE. INSTALL WARNING SIGNS AND ARC-FLASH LABEL.

ELECTRICAL SPECIFICATIONS

DEVICE MOUNTING HEIGHTSSWITCHES 48" AFF TO CENTERLINE OF DEVICE

RECEPTACLES 18" AFF TO CENTERLINE OF DEVICE

COUNTER HEIGHT RECEPTACLE48" AFF TO CENTERLINE OF DEVICE OR 2"ABOVE BACKSPLASH, COORDINATE WITHARCHITECTURAL ELEVATIONS

EXTERIOR WALL RECEPTACLES 24" AFF TO BOTTOM OF DEVICE



407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:08:04 PM

E100

Electrical Notes

15 June 2020

Issued for Bid

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6" = 1'-0"1 Electrical Notes

BASIS OF DESIGN: ACUITY NLIGHT.NUMBER OF SWITCHES AND SENSORS AS SHOWN ON THE PLANS.

A

B B

TO

FROM

WALL SWITCHOCCUPANCY SENSOR LIGHTING

POWER PACK

OSD

OS

J J

OS OS

OS

ELECTRIC METER

PANEL P

GFIP-1

WP-2

WP-2

WP-2

WP-2

EWCGFIP-3

DP-2

DP-2

DP-2S

MEF-1P-5

SM

EF-1P-5

NOTES1. PROVIDE 2 #12, 1 #12G, 3/4"C FOR ALL CIRCUITS.2. EXHAUST FANS ARE CONTROLLED VIA OCCUPANCY SENSOR3. FOR EXTERIOR LIGHTING LOCATIONS, SEE SHEET A200 EXTERIOR ELEVATIONS.

WP-2

WP-2



407-408-4953AR11827

Civil Engineer

Structural Engineer


Electrical Engineer

6/15/2020 4:08:05 PM

E200

ElectricalPlans, Panel

Schedule,Diagrams

15 June 2020

Issued for Bid

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1" = 20'-0"2 Site Plan - Electrical

1" = 20'

20' 0 20' 40'

GRAPHIC SCALE

GRAPHIC SCALE

2'

1/4"=1'-0"

0' 12'8'4'

M

DUKE ENERGY UTILITYTRANSFORMER

#2G

BUILDING STEEL

METALLIC WATER PIPING

EXTERNALBONDING BAR

TEST WELL

5/8" X 20' GROUND ROD

#2G IN 3/4"CONDUIT

CONCRETE ENCASEDFOOTER REBAR

LIGHTING FIXTURE SCHEDULETYPE DESCRIPTION CATALOG LAMP VOLTAGE REMARKS

D4" LOW PROFILE, SURFACEM OUNTED, LED

WRAPAROUND FIXTURE. 4000 LUMENS, CURVED RIBBED DIFFUSER, 82 CRI, 4000K CCT, WHITE FINISH.

LITHONIA #BLWP4-40L-ADP-EZI-LP840 35W LED 120/277

W

ARCHITECTURAL WALL SCONCE LED FIXTURE, 1200LUMENS OUTPUT, 4000K CCT, 80 CRI, 4W LED.

NATURAL ALUMINUM FINISH. PHOTOCELLCONTROLLED.

LITHONIA #WDGE1LED-P1-40K-80CRI-VW-MVOLT-PE-DNAXD

4W LED 120/277SEE A200 FOR

MOUNTING LOCATIONS.

#2 BONDINGJUMPER

PANEL: P RATING: 100A SERVICE: 120/208V, 1PHASE,3W FED FROM: UTILITY TRANSFORMERTYPE: NEMA1 AIC: 10 KAIC SURFACE/FLUSH: SURFACE MLO/MCB: 60AMCB

BRANCH CIRCUIT BRANCH CIRCUIT

CKT LOAD DESCRIPTIONLOAD (KVA) CKT BKR CKT BKR LOAD (KVA)

LOAD DESCRIPTION CKTØA ØB POLE TRIP POLE TRIP ØA ØB

1 RECEPTACLE 180 1 20 1 20 129 LIGHTING 23 ELECTRIC WATER COOLER 500 1 20 1 20 1440 LIFT STATION 45 EXHAUST FANS 360 1 20 1 20 67 1 20 1 20 89 1 20 1 20 1011

2 501 20 12

13 1 20 1415

2 50 2 30 SURGE PROTECTIVE DEVICE16

17 18540 500 VA SUB‐TOTALS 129 1440

PANEL: P REC LTG MTR EQUPCONNECTED VA 680 129 360 1440DEMAND FACTOR NEC 125% 75% 100%

DEMAND VA 680 161 270 1440TOTAL CONNECTED AMPS: 13 ATOTAL DEMAND AMPS: 12 A

WPGFIP-4

RECEPTACLE FOR LIFTSTATION. MOUNTINSIDE LIFT STATIONVAULT

120/240V, 1�PANEL P

INCOMING UTILITY

3#300KCMIL, 3"CL =650'VD = 1.94% ELECTRIC

SERVICEMETER

#2G IN 3/4"C

NG

3#300KCMIL, 3"CL < 5'VD = 0.01%

NTS2 SINGLE LINE DIAGRAM 12" = 1'-0"3 Lighting Control Diagram - Auto on / Auto off

1/4" = 1'-0"1 Electrical Floor Plan

NOTES:SERVICE HAS BEEN SIZED FOR MAXIMUM 2% VOLTAGE DROP. BRANCH CIRCUITS HAVE BEEN SIZED FOR MAXIMUM 3% VOLTAGE DROP. VOLTAGE DROP FOR FEEDERS AND BRANCH CIRCUITS COMBINED HAVE BEEN SIZED FOR A MAXIMUM OF 5% VOLTAGE DROP PER FBC-EC C405.6.3.

120V RECEPTACLE AND LIGHTING BRANCH FEEDER CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM 3% VOLTAGE DROP FROM THE PANEL TO THE LOAD.

CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM DUKE ENERGY TRANSFORMER.

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