cellular sales - superior construction documents july …€¦ · • 2012 international plumbing...

The General Contractor is responsible for checking all contract documents, field conditions and dimensions for accuracy and confirming that the work is buildable as shown before proceeding with construction.

1)

The GC shall verify all dimensions of any new work and shall be responsible for their accuracy. Any difference found shall be immediately reported to the Architect for consideration before proceeding with the work.

2)

Dimensions are to:Face of masonry or concrete, center line of columns, face of wall, or face of mullion unless noted otherwise.

3)

Do not scale drawings. Dimensions govern and large scale drawings govern over smaller scale drawings.

4)

Where a discrepancy exists between or within standards, Specifications, and Drawings, the more stringent or higher quality requirements shall apply. The precedence of the Construction Documents is in the following sequence:

a)Addenda and modifications to the Drawings and Specifications take precedence over the original construction documents.

b)Should there be a conflict within the Specifications or on the Drawings, the Architect shall decide which stipulation will provide the best installation and his decision shall be final.

c)Should a conflict arise between the Drawings and the Specifictions, the specification shall have precedence over the Drawings.

d) In the Drawings, the precedence shall be drawings of a larger scale over those of a smaller scale, figured dimensions over scaled dimensions, and noted materials over graphic indications.

5)

'Typ' or Typical means for all similar conditions unless otherwise noted.6)

All trades to comply with all applicable local, state, health, safety codes, ordinance, requirements etc. and provide acceptable materials and workmanship to current industry standards.

7)

Contractor is solely and completely responsible for conditions of the job site, including safety, protection of property and the like during the performance of the work.

8)

Provide facing at all thermal and sound insulating material where exposed in a return air plenum as required.

9)

All thermal and sound insulating materials, including facings such as vapor barriers installed within floor ceiling assemblies, roof-ceiling assemblies, walls, crawl spaces and not in substantial contact and behind such components shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450 per Section 719 of IBC 2012.

10)Site Location

Sheet:

Project Number:

4303 Brighton Blvd., Building #3Denver, Colorado 80216720-891-8703

[email protected]

General Contractor:

Owner:Cellular Sales9040 Executive Park DriveKnoxville, TN 37923Contact: Colby Smith

Structural Engineer:JVA Incorporated1319 Spruce StreetBoulder, CO 80302Contact: Jeannette Torrents

[email protected]

MEP Engineer:KVA Consulting10495 S. Progress Wat, Suite 202Parker, CO 80134Contact: John Tinsley

[email protected]

Number:

7/7

/2016 4

:23:0

5 P

M

.A0Cover

16D

Cellu

lar

Sale

s -

Superior

304 M

ars

hall

Rd.

Superior,

CO

Sheet Index

07

08

/201

5 F

or

Perm

it

Sh

ee

t N

um

ber

Sheet Name

Architecture

● .A0 Cover

● .A0.1 Code Plan

● .D1 Demolition Plan

● A1 New Work Plan

● A2 Reflected Ceiling Plan

● A3 Casework and Details

● A4 Finish Plan

● A5 Exterior Elevations

● A6 Sections and Details

Mechanical

● M0.0 Mechanical Notes & Schedules

● M1.0 Mechanical Plans

Plumbing

● P0.0 Plumbing Notes & Schedules

● P1.0 Plumbing Plans - Water

● P2.0 Plumbing Plans - Waste

Electrical

● E0.0 Electrical One-Line, Notes & Schedules

● E1.0 Power Plan

● E1.1 Data / Power Layout By Others

● E2.0 Lighting Plan

Construction Documents

Cellular Sales - Superior

July 8th, 2016

S SOUTH

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

STOR STORAGE

STRUCT

STRUCTURE orSTRUCTURAL

SYM SYMMETRICAL

T TILE

T&G TONGUE AND GROOVE

TEMP TEMPORARY

THK THICK or THICKNESS

TOS TOP OF STEEL

TYP TYPICAL

UL UNDERWRITER'SLABORATORY

UNO UNLESS NOTEDOTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VEST VESTIBULE

W WEST / WIDE

W/ WITH

W/O WITHOUT

WD WOOD

LT LIGHT

MDF MEDIUM DENSITYFIBERBOARD

MECH MECHANICAL

MEP MECHANICAL,ELECTRICAL andPLUMBING

MFR MANUFACTURER

MID MID-POINT/MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OF-CI OWNER FURNISHED,CONTRACTORINSTALLED

OF-OI OWNER FURNISHED,OWNER INSTALLED

OPP OPPOSITE

OVHD OVERHEAD

PLAM PLASTIC LAMINATE

PNTD PAINTED

PR PAIR

PROJ PROJECT

PSF POUNDS PER SQUAREFOOT

PSI POUNDS PER SQUAREINCH

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILINGPLAN

RE REFER TO orREFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISE, REVISED orREVISION

RM ROOM

ROW RIGHT OF WAY

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

EQ EQUAL/EQUIVALENT

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHERCABINET

FFE FINISHED FLOORELEVATION

FIN FINISH(ED)

FIXT FIXTURE

FRP FIBER RESIN PANEL)

FT FOOT/FEET

FV FIELD VERIFY

GA GAUGE

GALV GLAVANIZED

GC GENERAL CONTRACTOR

GYP GYPSUM BOARD

HDCP HANDICAP(PED)

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCECOATING

HR HOUR

HSS HOLLOW STRUCTURALSECTION

HT HEIGHT

HVAC HEATING, VENTILATIONand AIR CONDITIONING

IBC INTERNATIONALBUILDING CODE

IN INCH

INFO INFORMATION

INSUL INSULATION orINSULATED

JAN JANITOR

JT JOINT

L LENGTH

LAV LAVATORY

LH LEFT HAND

LKR LOCKER

# POUND(S) or NUMBER

ACM ALUMINUM COMPOSITEPANEL

ACT ACCOUSTICAL CEILINGTILE

ADA ACCESSIBLE

ADJ ADJACENT orADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANG ANGLE

APPROX

APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASI ARCHITECT'SSUPPLEMENTALINSTRUCTIONS

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BRK BRICK

CFCI CONTRACTOR FURNISH,CONTRACTOR INSTALL

CFOI CONTRACTOR FURNISH,OWNER INSTALL

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRYUNIT

COL COLUMN

CONC CONCRETE

CONST

CONSTRUCTION

CONT CONTINUOUS

CONTR

CONTRACT(OR)

CORR CORRIDOR

CTR CENTER

DEPT DEPARTMENT

DIM DIMENSION

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

STANDARD ABBREVIATIONS

Issued For: Date

Permit Set 07/08/2016

GENERAL NOTES

VICINITY MAP

2376 SF79M

30 OLF

Showroom

88 SF1M

300 OLF

Storage

EXIT

EXIT

30 SF1M

300 OLF

Service / Stor.

488 SF16M

30 OLF

Back of House

Greater than 1/2 of th

e Overall B

uilding Diagonal (I

BC 1015.2.1)

55' - 7 1/4" E

xit Seperatio

n

20

' -

0"

Ma

x (

IBC

10

18

.4)

17

' - 0

" D

ead

En

d C

orr

ido

r

Overall Building Diagonal (IB

C 1015.2.1)

98' - 11"

Code Information:

Adopted Codes• 2012 International Building Code• 2012 International Residential Code• 2012 International Plumbing Code• 2012 International Fuel Gas Code• 2012 International Mechanical Code• 2012 International Fire Code• 2012 International Energy Conservation Code • 2015 National Electric Code• 2009 ICC A117.1 Accessible and Usable Buildings and Facilities

Project Scope - New Tenant infill to create a Cellular Sales retail location in a vacated Wendy's location. Remove existing fast food equipment and replace with office and showroom facility. Modify the building exterior to Cellular sales branding while still leaving many elements of the existing building.

Building Gross Square Footage: 3,561 S.F .

Type Of Construction (IBC 601)• Existing Building Construction: Type V-B

Sprinkled: No

Occupancy Classification (IBC 309.1): Mercantile Group M

Occupant Load (IBC Table 1004.1.2):• Grade Floor Areas: 30 Gross = 95 Occupants• Assembly - Unconcentrated: 15 Net = 23

1. Small Assembly (Occupant load less than 50) to be classified as Group M per IBC 303.1.2

• Storage Areas: 300 Gross = 1 Occupant• Total Occupant Load: 119 Occupants

Means of Egress Sizing (IBC 1005)• 0.2" per Occupant = 23.8"• Each Exit door provides 33" of clear space for a total of 66".

Exit Access Doorways (IBC 1015.1): Two Exits Required

Exit Access Travel Distance (IBC Table 1015.2): 200 Feet

Common Path of Egress Travel (IBC Table 1014.3): >75 Occupants = 75'.

Fire Extinguishers (IBC Section 906)• 2 Required per IBC Table 906.3(1)• Max Travel Distance: 75' per IBC Table 906.3(1)

Plumbing Facilities (IBC Table 2902.1):• Water Closets, 1 per 500 for Male and Female, 2 Provided.• Lavatories, 1 per 750 for Male and Female, 2 Provided.• 1 Sevice Sink Required, 1 Provided.• Drinking Fountains, 1 Required. We are requesting a varience for this

requirement to allow for no drinking fountain to be installed. Cellular Sales will provide a water cooler in the show room space for customer and employee use.

344 SF23M

15 OLF

Conference

FEC

FEC

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

7/7

/2016 4

:23:0

6 P

M

.A0.1Code Plan

16D

Cellu

lar

Sale

s -

Superior

304 M

ars

hall

Rd.

Superior,

CO

Issued For: Date


3/16" = 1'-0"1

Level 1

WH

Demolition General Notes

1. Broken (Dashed) lines indicate items to be removed. Verify existing conditions in field.

2. Report any incosistincies or any unexpected concealed conditions that conflict with the drawings to the Architect.

3. Refer to Mechanical, Electrical and Plumbing demolition notes and drawings for additional demolition requirements.

4. The contractor shall minimize interference of demolition work with ongoing business of adjacent tenants in the building. Construction areas shall be closed off to keep occupied areas free of dust and debris. Entrances to and from the existing occupied spaces shall maintain free of construction from this project. Care shall be taken to maintain system service to occupied areas, disruption to service shall be coordinated by the contractor with management of the effected tenants.

5. Contractor to maintain the existing buildings structural integrity through out. Contractor to notify the architect if any work needs to be done that may effect the integrity of an existing bearing member.

6. Patch and repair all existing floors, walls and ceilings that are disturbed by demolition work.

7. Contractor is responsible for the protection of all existing surface materials to remain during demolition and construction.

8. Contractor to appropriately dispose of all construction debris.9. Contractor to verify with owner before disposing of any existing

equipment, furniture, fixtures or systems components. Coordinate safe storage of any items the owner wants to keep and /or reuse.

10. All demolition work shall be completed in accordance with local saftey codes and OSHA requirements.

D2D2D2

D2

D2

D2

D2 D2

D4D4

D3

D3

D3

D5

D5

D6

D7

D7

D8

D8

D12

D12

D5

D14

D13

D13

D13

D13

D5

D5

D14

D14

D14

D14D14

D5

D14

D15

D10

D9

D9

D13

2

A6

D16

D16

D16

D16

D16

D17

D17

D18

D18

D18D18

D19

D19

D19 D19

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

7/7

/2016 4

:23:0

8 P

M

.D1Demolition Plan

16D

Cellu

lar

Sale

s -

Superior

304 M

ars

hall

Rd.

Superior,

CO

3/16" = 1'-0"1

Floor Plan - Demolition

Demolition Keynote Legend

Key Value Keynote Text

D1 Remove existing wall. Remove any electrical devices and wiring, removecabling to origination point or junction box.

D2 Remove existing window system and wall assembly below the window tothe concrete floor slab.

D3 Remove existing window system and prepare opening for wall infill.

D4 Remove existing wall, window system, roof, and foundation to 8" min.below finish grade.

D5 Remove existing casework and counter.

D6 Remove mop sink, cap plumbing as required per Plumbing drawings.

D7 Remove existing furniture and fixtures, typ.

D8 Remove existing flooring. Prepare slab as required to receive new flooring.

D9 Remove concrete as required to allow for new electrical, RE Elec drawings.

D10 Remove concrete as required to allow for new plumbing, RE Plumbingdrawings.

D11 Remove existing cooler and related equipment.

D12 Remove existing bathroom fixture and accessories.

D13 Remove existing plumbing fixture, cap plumbing as required per Plumbingdrawings.

D14 Remove existing door and frame.

D15 Remove existing concrete slab as required where building bump out isremoved.

D16 Remove Existing Ceiling and all of its components including lighting,access panels, mechanical grilles, speakers, and fire alarm components.Patch and repair any damage to existing walls that are to remain prior tonew ceiling installation, RE: RCP for new work.

D17 Remove all Kitchen Equipment, including equipment and hoods.

D18 Remove existing bulkheads and soffits.

D19 Coordinate with MEP drawings for extent of removed ductwork, electrical,and mechanical systems.

D20 Remove all components of existing walk-in cooler system.

D21 Remove existing exterior wall for new window system.

3/16" = 1'-0"2

Reflected Ceiling Plan - Demolition

Issued For: Date


A5 4

A5

A5

A5

2

3

1

± 7' - 6 1/8"4' - 6"3' - 6"7' - 2"

0' - 9 1/2"

7' - 2"

15

' - 1

1"

± 4

' -

6 3

/4"

1' -

11

"

1' -

1"

7' -

5"

8' -

6"

4' - 11"13' - 6"

8' -

8"

6' -

8"

Conference Room

106

Toilet

108

Toilet

107

Service

105

Inventory

102

Break

104

Show Room

101

Vestibule

100

W1

W1

W1

W3

W1

W3

W1

W1

A3

7

E100

107

108

102

105

E102

104

106

100

ALIG

N

Corridor

103

Cle

ar

3'-0

" M

in.

W3

W1

1

A6

3' -

0"

2' - 8"

W2

E2E3E4E4

E1

E5

E6E6

E5

E7E7

E7E7

E5

E8

02

01

0101

03 0304

09

05

06

06

06

08

07

E8E8

E8 E8 E8

E9

E9

CPT 1

B

A

A

A A

AAAA A

A6

3

A3

3

E15

10

10

10

10

10 10

11

11

11

11

11

11

5

A6

Interior Partition Types

W1

5/8" Type 'X' Gypsum Wall Board

3 5/8" Metal stud at 24" OC vertical

Non-rated Common Partition

Notes:1. Wall studs to extend 6" above highest

adjacent ceiling, provide kickers to structure @ 4'-0" O.C. typ. Gyp. bd. to extend 6" above adjacent ceiling.

PLAN

W3 & PWD-1


6" 16 GA Metal stud at 12" OC vertical

Non-rated Inventory Partition and Ceiling

PLAN

0' - 6"

SECTION

Roof Deck Above

16 GA Cont. track w/ anchors at 32" O.C. max.

Ceiling per RCP

3/4" #9 (10GA) expanded metal chain-link, spot-welded or screwed w/ washers every 6" to metal framing

16 GA Cont. track w/ anchors at 32" O.C. max.

5/8" Fire Treated Plywood w/ Smooth face. Tape joints, sand smooth and paint.

Base per Finish Schedule

Inventory Side of Wall

W2


3 5/8" Metal stud at 16" OC vertical

Non-rated Concealed Space

Notes:1. Wall studs to extend 6" above highest

adjacent ceiling, gyp. bd. to extend 6" above adjacent ceiling.

PLAN

Bottom chord of truss or deck above

Slip track with 2" deflection, typical @ full all height walls.

Finished floor

Continous bottom track with anchors @ 32" OC max.

Set bottom track in (2)continous beads of acoustic sealant, typ. Scheduled wall base

Scheduled wall base Bottom Track

5/8" Gypsum wall board

Batt. insulation as indicated per wall type.

* Fasten to studs to prevent material

movement and voids

New ceiling, see RCP

Scheduled wall base

Light gauge metal stud kicker @ 4'-0" secured to deck above

Gypsum wall board

6"

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

7/7

/2016 4

:23:0

8 P

M

A1New Work Plan

16D

Cellu

lar

Sale

s -

Superior

304 M

ars

hall

Rd.

Superior,

CO

3/16" = 1'-0"1

Floor Plan - New Work

1" = 1'-0"2

Top & Bottom of Wall Details

Plan Keynote Legend


01 Infill window to match existing construction. Finish exterior and interior tomatch adjacent wall finish.

02 Infill Wall to match existing adjacent construction. New foundation to matchexisting foundation, drill and epoxy (3) #5 longitudinal bars w/ 6" min.embed into existing foundation on ea side. Epoxy to be Hilti RE-500. Finishexterior and interior to match adjacent wall finish.

03 New window opening. Install new header at openings (3) 2x10 Wd. Header.

04 4" x 4" Stl Tube w/ (2) trimmers each side. 5 1/4" x 5/8" x 10" Base Pl. w/(2) 3/4" diam. expansion anchors.

05 Existing water entry location, provide a 24" x 24" access panel, coordinatelocation as require for maximum accessibility to valve assembly.

06 New Flooring, RE: Finish Plan

07 Coat Rack and Shelf, RE: Elevation.

08 Existing Shear wall to remain. Repair finish as required.

09 Existing Electrical Panels, RE: Elec drawings.

10 Wall mounted display rack by owner vendor. GC to coordinate outletplacement with plywood backing.

11 Furniture (Shown dashed), by owner.

Specialty Equipment Schedule

TypeMark Count Manufacturer Model Description Comments

E1 1 Under Counter Refrigerator OF-OI

E2 1 Server Rack OF-OI

E3 1 Cash Safe OF-OI

E4 2 Custom Safe OF-OI

E5 3 32" Flat Panel TV OF-OI



E8 6 40" Flat Panel TV OF-OI, Contractor to supply structure above, RE: RCP

E9 2 Semi-Recessed Fire ExtinguisherCabinet

CF-CI

E10 2 Bobrick B-5806 Code Copliant Grab Bars, 18", 36" & 42" CF-CI

E11 2 Bobrick B-165 2436 Channel Frame Mirror CF-CI

E12 2 Paper Towel Dispenser OF-OI

E13 2 Bobrick B-2721 Toilet Paper Dispenser CF-CI

E14 2 Soap Dispenser OF-OI

E15 1 Bobrick B-223 x 24 Mop and Broom Holder CF-CI

Issued For: Date


1

A6

A.F.F.PWD-1

9' - 0" A.F.F.GWB-1

9' - 0"A.F.F.ACT-2

9' - 0"

A.F.F.ACT-2

9' - 0"

A.F.F.ACT-2

9' - 0"

A.F.F.ACT-1

10' - 0"

A.F.F.ACT-2

10' - 0"

A.F.F.ACT-2

9' - 0"

Show Room

101

Conference Room

106

Corridor

103

Break

104

Inventory

102

2

A6

C3

C1

C2

C4C4

C4

C1

C1

C1

C1

C7

C6

C6

C6

12

' -

2"

C5

A6

4

C8

5

A6

Demolition General Notes

1. Refer to Mechanical, Electrical and Plumbing drawings for ceiling fixtures.

2. Patch and repair existing walls as required at new ceiling line.

Ceiling Tyes

• ACT-1: 2x4 Lay-in Acoustical Ceiling, Armstrong Cortega Second Look with Tegular Edge.

• ACT-2: 2x4 Lay-in Acoustical Ceiling• GWB-1: 5/8" Gypsum Board on Metal Joists• PWD-1: Refer to Interior Partition types on sheet A1.

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

7/7

/2016 4

:23:0

8 P

M

A2Reflected CeilingPlan

16D

Cellu

lar

Sale

s -

Superior

304 M

ars

hall

Rd.

Superior,

CO

3/16" = 1'-0"1

Reflected Ceiling Plan - New Work

Reflected Ceiling Plan Keynote Legend


C1 Security Camera, Installed by Owner Vendor

C2 Provide (2) 3" Conduits for data cable, extend 6" on each side of hard lid.

C3 Existing Trells to remain.

C4 10'-0" Diameter suspended canopy to align with flooring below, OF-CI.

C5 Install unistrut perpendicular to the bottom of joists above, span across aminimum of (3) joists, provide 1/4" dia. x 1 1/2" lag screws into each bottomflange. Provide all thread as required by owner above ceiling for ownerprovided TV mount.

C6 Speaker, Installed by Owner Vendor

C7 Existing Ceiling to remain, replace damaged or dirty ceiling tiles asrequired.

C8 Gyp. Bd. Header @ 80" AFF

Issued For: Date


E1

to r

im

2' -

10"

Ma

x1

' -

8"

2' -

6"

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

2' - 6" 2' - 6"

5' - 1"

Trash and recycle bins, by owner

Coat rod and shelf

5' -

0"

3' - 0"

PLAM Cabinets

PLAM counter and backsplash

Undercounter fridge, by owner

Removable PLAM panel

Base per finish schedule

2

A3

1

A3

T.O

. S

pou

t

3' -

0"

ma

x.

3' -

4"

ma

x.

1' -

5"

2' -

0"

min.

1' - 5"

3' - 0" min.

1' - 6"

CL

1' -

5"

33

"-3

6"

To

p

C L

max.

1' - 0"

Re

fle

ctive

Surf

ace

3' -

4"

B.O

.3

' -

0"

Side Wall of Stall

Rear Wall of Stall

Drinking Fountains Urinals Toilets

3' - 4"

3' -

4"

1' -

6"

Varies

min.

2' - 0"

min.

3' - 6"

1' -

0"

Note: Dimensions shown are to finished face of wall.

Cleanout

min.

1' - 0"

ma

x.

2' -

10

"

3' -

8"

Soap Dispenser

3' -

10

"

To e

nsure

fo

rward

reach,

Typ.

B.O

. U

nit

3' -

0"

Feminine Products Vendor

Paper Towel Dispenser

Baby Changing Table

Electric Hand Dryer

Paper Towel Dispenser/Waste Reception

19"

1' - 0" 7" - 9"

1 1

/2"

Rear wall of stall

Lavatory Bathroom Accessories

1' - 6"

CLmin

.

15"

min.

2' - 6"

ANSI 602.4 ANSI 605.22006 IPC 405.3.1

ANSI 606.3 ANSI 308

Toilet Paper Dispenser

Sanitary Napkin Receptacle

ANSI 604.7ANSI 609.3

ANSI 603.3ANSI 604.2, 604.4, 604.5.2, 609.4ANSI 604.5.1,

Note: Equipment shown is for reference only and may not depict plumbing or specialty equipment this project.

33

"-3

6"

To

p4

" 18"

42"12" Max

40"

ANSI/ADA Standard Mounting Heights

34

" M

ax.

48

" M

ax.

10" Max.

34

" M

ax.

46

" M

ax.

24" Max.

15

" M

in.

48

" M

ax.

10" Max.

48

" M

ax.

20" Max.

34

" M

ax.

44

" M

ax.

25" Max.

34

" M

ax.

48

" M

ax.

15

" M

in.

Unobstructed Side Approach

Obstructed Side Approach

Unobstructed Front Approach

Obstructed Front Approach

ADA Reach Ranges

10"

Hose bracket

E15

2' - 0"

Silicone sealant @ top edges of basin and abutting FRP

24" X 24" Mop service basin, see plumbing 1

' -

6"

3' -

0"

4' -

0"

48" H. FRP on both walls above mop basin

Service faucet, see plumbing dwg's

Silicone sealant and trim pieces @ all edges of FRP board.

Base

4' -

9"

3"

1' - 4"

Prefinished steel bracket w/ hook & 1-1/2" wood clothes rod. Provide brackets @ 32" OC max. w/ 3/4" wood vertical backing as shown.

GC to provide 2x blocking, Typical

Continuous wood ledger @ ea. shelf, Typical.

Painted 3/4" MDF shelf w/ bullnose front edge, Typical.

1' - 0"

5' -

0"

25"

Removable wood panel to match adj. casework.

8 1

/2"

7"

Max

27

" M

ax

Adjacent base cabinet or wood end support panel to match casework.

ADA forward approach clearance per ANSI 117.1 2009

6" Max 11" Min

Wood skirt panel to match adj. casework.

11"

1' -

5"

1' - 4 1/2"

Required clear knee/toe space

Scheduled base

34

" M

ax to R

im

6 1

/4"

Backsplash per elevations and finish legend

8"

See Reflected ceiling plan for type and height.

Wire pull

2' - 1

0"

1' - 8

"2

' - 6"

3/4" substrate w/ 3mm laminate finish. Provide 3mm PVC edge banding to match laminate.

Adjustable white melamine shelving w/ plastic T edge, on adjustable metal clips

G.C. to install 2x blocking prior to installing wall finish. Verify heights w/ casework contractor. Use Fire treated lumber in required locations

E10

E13

E12

E11

E14

E10

E13

E12

E11

E14

107

108

Toilet

108

Toilet

107

W1

W1

A3

4

5

FRP Board, Continuous around perimeter of restroom, color by owner. Provide Top Cap trim, inside corner trim, and any required accessories for complete installation.


0' -

4"

4' -

0"

E10 E13

Level 10' - 0"0

' -

4"

4' -

0"

3' -

4"

FRP Board, Continuous around perimeter of restroom, color by owner. Provide Top Cap trim, inside corner trim, and any required accessories for complete installation.

E11 E12 E10

E13


E14

Toilet

108

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

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3/8" = 1'-0"7

Breakroom

1/2" = 1'-0"6

Mop Basin Elevation

1" = 1'-0"2

Coat Rod Shelf

Specialty Equipment Schedule

TypeMark Count Manufacturer Model Description Comments

E1 1 Under Counter Refrigerator OF-OI

E2 1 Server Rack OF-OI

E3 1 Cash Safe OF-OI

E4 2 Custom Safe OF-OI




E8 6 40" Flat Panel TV OF-OI, Contractor to supply structure above, RE: RCP

E9 2 Semi-Recessed Fire ExtinguisherCabinet

CF-CI

E10 2 Bobrick B-5806 Code Copliant Grab Bars, 18", 36" & 42" CF-CI

E11 2 Bobrick B-165 2436 Channel Frame Mirror CF-CI

E12 2 Paper Towel Dispenser OF-OI

E13 2 Bobrick B-2721 Toilet Paper Dispenser CF-CI

E14 2 Soap Dispenser OF-OI

E15 1 Bobrick B-223 x 24 Mop and Broom Holder CF-CI

1" = 1'-0"1

Accessible Kitchenette - Forward Approach 1/4" = 1'-0"

3Enlarged Restrooms

3/8" = 1'-0"5

Restroom - Side Wall 3/8" = 1'-0"

4Restroom - Wet Wall

Issued For: Date


16' - 9 3/4"16' - 9 3/4"16' - 1"

12

' -

2 1

/4"

4' -

1 1

/2"

R 5

' - 4

"

R 5' - 4"

R 9' - 4"

R 5' -

4"

R 11' - 0"

R 9' -

3"

9' - 0 1/2"

3' -

7 1

/2"

5' - 7 1/4"

6' -

3 3

/4"

CPT 1

RT 1

VCT 1

VCT 2

RT 1

CPT 1

RT 1

CPT 1

RT 1

VCT 1

CPT 2

General Notes:1. GC to repair any damaged existing walls and prepare for new finish.2. Gc to ensure concrete floor is clean and smooth before installing

finished flooring. Grind edges as needed where slab removal and pour-back occurs for new plumbing and electrical.

3. Verify all final color selections with owner.4. All floor finishes to be installed in accordance with manufacturers

specifications. Contractor to inspect slab for compatibility prior to starting.

5. All Gypsum Walls to be smooth and primed before paint is applied.

2" steel frame - Timely prefinished or painted HM per door schedule.

GWB each side per wall type.

Door. Reference door schedule

Selant at frame perimeter, typical

Metal or wood studs per partition types.

Shim Space

GWB each side per wall type.

Door. Reference door schedule

Metal or wood studs per partition types.

2x Wd. Blocking

Prehung Wd. Frame and Door

1x Wd. Trim, Paint per Sched.

2" steel frame - Prefinished by Timely or painted HM per door schedule.

Frame anchor as recommended by manf.

5/8" GWB each side

Door: reference door schedule

Sealant at frame perimeter, typical.

Provide double 20 Ga stud at jamb openings, typical

Hardware Group 11 ea. Cylinder, Key to Building Standards

Hardware Group 23 ea. Tamper Resitant 4.5" Butt Hinge w/

Non-Removable Pin and Security Tab1 ea. Latch Set - Passage Function Lockset2 ea. Deadbolt - Thumb Turn to be on Interior

of Door1 ea. Surface Closer3 ea. Door Silencer1 ea. Wall Door Stop

Hardware Group 33 ea. Hinge1 ea. Latch Set - Passage Function Lockset1 ea. Wall Door Stop

Hardware Group 41 ea. Door Pull

Hardware Group 53 ea. Hinge1 ea. Latch Set - Privacy Function Lockset1 ea. Wall Door Stop

Gerneral Hardware Notes:Lockset: Sargent, Grade 1 hardware, Style 'P Lever',

US26D Satin Chromium PlatedHinges: Full mortise hinges by McKinney or equalClosers: Surface mounted closers - Norton or equal

Door and Frame Elevations

Type 2

General Metal Frame Specifications:1. Frame: 2" welded hollow metal frame, 16 Ga. provide

anchors per mfg. recommendations, wire anchors not allowed. Finish: factory primed and field painted

2. Interior Door: Single flush-panel 18 ga. steel door. Provide clear, tempered glazing where indicated on door elevations, finish: factory primed and field painted

Interior hollow metal door and frame

Type 1

6' -

8"

3' - 0"

Interior pre-hung wood door

3' - 0"

6' -

8"

Type 3

Interior pre-hung bi-fold wood door

0' -

11

"0

' -

11

"

Align Deadbolts with top and bottom hinge

3/4" Undercut

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

7/7

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A4Finish Plan

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3/16" = 1'-0"1

Floor Plan - Finishes

Room Finish Schedule

RoomNumber Room Name Floor Finish Base Transition N Wall S Wall E Wall W Wall Counter Comments

Level 1

100 Vestibule CPT 2 RB P1 P1 P1 P1

101 Show Room CPT 1, RT 1 RB TR 1 P1 P1 P1 P1

102 Inventory VCT 1 RB TR 1 P2 P2 P2 P2

103 Corridor RT 1 RB TR 1 P2 P2 P2 P2

104 Break VCT 2 RB TR 1 P2 P2 P2 P2 PLAM 1

105 Service VCT 1 RB TR 1 P2 P2 P2 P2

106 Conference Room CPT 2 RB TR 1 P2 P2 P2 P2

107 Toilet RT 1 RB P2 P2 P2 P2

108 Toilet RT 1 RB P2 P2 P2 P2

PLAM 1 plastic laminate Casework Laminate, TDB

Code Material Manufacturer Color / Pattern Finish Thickness Location Notes

Counters & Partition Materials

P4 Door & Trim Paint Sherwin Williams Enduring Bronze SW7055 Semi Gloss n/a

P3 Gyp. Clg. Paint Sherwin Williams Snowfall SW6000 Egg Shell n/a

P2 Back of House Wall Paint Sherwin Williams Naturel SW7542 Satin n/a

P1 Main Wall Paint Sherwin Williams Prarie Grass SW7546 Satin n/a

Code Material Manufacturer Pattern / Style Color Finish Size Description Notes

Walls

TR 1 Rubber Transition Johnsonite n/a

RB Rubber Base Armstrong Shadow Gray n/a 4" high Provide in all locations

VCT 2 Vinyl Composite Tile Armsrong Checkerboard / ExcelonField Gray 51927 &Pearl White 51803

n/a 12" x 12" Checkerboard Pattern

VCT 1 Vinyl Composite Tile Armsrong Excelon Field Gray 51927 n/a 12" x 12"

RT 1 Decorative Resilient Tile n/a 20" x 20" OF-CI Straight Lay

CPT 2 Walk Off Carpet Tile Bolyu Commercial Carpet Access Procure AX302 n/a 24" x 24" OF - CI

CPT 1 Carpet Tile n/a 24" x 24" OF - CI

Code Material Manufacturer Pattern / Style Color Finish Size Description Notes

Flooring, Base & Transitions

Material Legend

Door Schedule

DoorNumber Type

Door FireRating Hardware

Frame

CommentsDoor

NumberWidth Height Thickness Material Finish Material Finish Head Jamb

Exterior

E100 Existing

3' - 0" 7' - 0" 0' - 1 3/4" Existing Existing - 1 Existing Existing Clean Existing door, Touch-up finish as required, recaulk ifneeded.

E100

E102 Existing

3' - 6" 7' - 0" 0' - 1 3/4" Existing P4 - 1 Existing P4 Interior side of door and frame to receive P4. Recaulk if needed. E102

Interior

100 Existing

3' - 0" 6' - 8" 0' - 1 3/4" Existing Existing - - Existing Existing Clean Existing door, Touch-up finish as required. 100

102 2 3' - 0" 6' - 8" 0' - 1 3/4" HM P4 - 2 HM P4 2/A4 3/A4 102

104 1 3' - 0" 6' - 8" 0' - 1 3/4" Wood P4 - 3 Wood P4 4/A4 4/A4 104

105 3 3' - 0" 6' - 8" 0' - 1 1/2" Wood P4 - 4 Wood P4 4/A4 4/A4 105

106 1 3' - 0" 6' - 8" 0' - 1 3/4" Wood P4 - 3 Wood P4 4/A4 4/A4 106

107 1 3' - 0" 6' - 8" 0' - 1 3/4" Wood P4 - 5 Wood P4 4/A4 4/A4 107

108 1 3' - 0" 6' - 8" 0' - 1 3/4" Wood P4 - 5 Wood P4 4/A4 4/A4 108

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

H.M. Door Head 1 1/2" = 1'-0"

4Prehung Door Jamb

1 1/2" = 1'-0"3

H.M. Door Jamb 1/4" = 1'-0"Door Hardware

1/4" = 1'-0"Door and Frame Types

Issued For: Date


Level 10' - 0"

New Proposed Building Signage. Contractor and Signage provider to verify final Signage dimensions and ensure that they meet all development and city signage codes.

Metal Trim Band, Match Parapet Cap Color

New Exterior Wall

8" Tall Metal Parapet Cap

PT-1PT-1PT-1

PT-1PT-1

PT-2

PT-2PT-2

PT-2

New Wall Infill, Match Existing

A A

Break metal band between storfront systems, match mullion color.

Level 10' - 0"

New Proposed Building Signage. Contractor and Signage provider to verify final signage dimensions and ensure that they meet all development and city signage codes.


New Exterior Wall


PT-1

PT-2PT-2

PT-1PT-1

PT-2

PT-1

A A

PT-2


Level 10' - 0"

Main Electrical Switch Gear to remain

Existing Electric Meter to remain

Existing rooftop access ladder to remain.

Metal Flashing at edge of raised parapet wall, match parapet cap

Provide opening at rooftop ladder in new parapet cap. Leave 2" clearance on each side of access.

New Parapet Cap

Provide control joint between new and existing wall surface, typ.

E102

PT-1

PT-2

PT-2

PT-1

5

A6

Level 10' - 0"

1

A6

2

A6


New Exterior Wall


PT-1PT-1PT-1

PT-2

PT-1

PT-2

PT-2

New Proposed Building Signage. Contractor and Signage provider to verify final signage dimensions and ensure that they meet all development and city signage codes.

A B A


9' -

0"

7' - 2"

3' - 7" 3' - 7"

A

10' - 3"

9' -

0"

EQ EQ EQ

Storefront System Notes:1. Mullion color and style to match existing building standards.2. Mullions to be Thermally Broken.3. New glazing to be clear, double pane, low E glass.4. Field Verify all dimensions.5. Provide pan flashing at all sill conditions.6. Provide flexible self adhered flashing at all openings, lap flashing to ensure

water drains toward the exterior of the building.7. Caulk the exterior and interior of all window systems8. All glazing on this project to be tempered.

B

Exterior Colors:

Parapet Cap: Red,Sherwin Williams, SW6871 Positive RedPT-1: Khaki, Sherwin Williams, SW7534 OuterbanksPT-2: Gray, MAB, 10C Cool Gray

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

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3/16" = 1'-0"1

North Elevation

3/16" = 1'-0"2

South Elevation

3/16" = 1'-0"3

East Elevation

3/16" = 1'-0"4

West Elevation

1/4" = 1'-0"5

Window Type A 1/4" = 1'-0"

6Window Type B

7Exterior Perspective

Issued For: Date


Level 10' - 0"

New

Pa

rap

et

4' -

0"

New exterior glazing system,extend from existing head location to floor line below, RE: Elevation drawings

Repair drywall as required where existing ceiling was removed.

New EIFS wall Finish, match existing exterior EIFS assembly.

New metal parapet cap.

Extend roof insulation to be continuous to new parapet location. Match existing thickness and slope, maintain all existing drainage locations.

New roof membrane to match existing membrane in type, thickness, and color. Lap new roofing a minimum of 12" over existing roofing, extend up new parapet over top of wall and secure under new parapet cap.

19' - 0"

New flooring per finish plan

New lay-in ceiling, RE: RCP

Min.

1' - 0"

10' - 0"

CL of Roof Joist @ Par Condition1' - 6" When Perp. to Roof Joist.

Roofing Note:All roofing renovations need to match the existing roofing type, brand, and detailing. GC to verify any existing roof guarantees and warranties and use manufactures standard details for all new flashings, overlays, tie-ins, penetrations and repairs. Coordinate any required inspections with the manufacturer to ensure continuation of all active guarantees and warranties.


3/8" Dia x 3 3/8" Lag @ 2'-0" O.C. max into top plate

3/8" Dia x 3 3/8" Lag @ 2'-0" O.C. max into roof joist top flange

Double 2x6 parapet wall

Level 10' - 0"

Demo and remove existing wall under existing storefront glazing system. Salvage rock veneer to be used at exterior wall Infill as needed.

Existing header to remain

Demo and remove existing sloped roof and associated parapet wall, typ.

Demo and remove existing curved roof sections and associated trim pieces. Prepare wall behind to receive new EIFS wall system.

Demo and remove existing storefront system.

Existing Foundation to remain.

Existing structure to remain

Existing roof deck to remain

Demo and remove existing ceiling and lighting, RE: RCP

2X6 stud shear wall w/ 7/16 OSB ea side, fasten w/ 8d @ 3" w/ (4) 2X6 anchor studs ea side. Provide Simpson HD9B hold down w/ 7/8" dia anchor, drill and epoxy w/ Hilti RE-500 (8" min embed into existing concrete foundation wall) and (3) 7/8" dia thru bolts into studs.

Exterior of wall to match building construction, materials and finishes.

5/8" gypsum board.

Existing Exterior wall to remain

New Shear Wall

Existing double 2x6 header at RTU opening

New 24" TJI 560D header w/ MIU3.56/20 hanger ea end.

New 24" TJI 560D joist

Simpson MIU3.56/20 hanger

4x6x7'-6" Top Plate w/ (3) rows 8d @ 6"

Existing TJI's

Level 10' - 0"

New

Pa

rap

et

4' -

0"

Repair drywall as required where existing ceiling was removed.

New metal parapet cap.

Extend roof insulation to be continuous to new parapet location. Match existing thickness and slope, maintain all existing drainage locations.

New roof membrane to match existing membrane in type, thickness, and color. Lap new roofing a minimum of 12" over existing roofing, extend up new parapet over top of wall and secure under new parapet cap.

19' - 0"

New flooring per finish plan

New lay-in ceiling, RE: RCP

Min.

1' - 0"

3/8" Dia x 3 3/8" Lag @ 2'-0" O.C. max into top plate

3/8" Dia x 3 3/8" Lag @ each roof joist top flange

Double 2x6 parapet wall

Toilet

107

FRP

1/2" / 1'-0"

1' - 6" @ Perp to Joist

New EIFS wall Finish, match existing exterior EIFS assembly. Provide control joint between new and old.

Sheet:

Project Number:


[email protected]

General Contractor:



[email protected]


[email protected]

Number:

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A6Sections andDetails

16D

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CO

1/2" = 1'-0"1

Wall Section - New Work 1/2" = 1'-0"

2Wall Section - Demolition

1/2" = 1'-0"3

Shear Wall Detail

1/2" = 1'-0"4

Shear Wall / Joist Plan Above Ceiling

1/2" = 1'-0"5

Wall Section - New Work

Issued For: Date


MECHANICAL SPECIFICATIONSTHE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT, GENERAL CHARACTER, AND LOCATION OF THEWORK INCLUDED. OFFSETS AND/OR CHANGES IN ELEVATION OF PIPING AND DUCTWORK DUE TOSTRUCTURAL OR OTHER INTERFERENCES SHALL BE PROVIDED WITHOUT EXTRA COST.

VERIFY AND EVALUATE ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE ANDOPERATING SYSTEM. PROVIDE CONTROL WIRING NECESSARY FOR THE OPERATION OF THE MECHANICALSYSTEMS INDICATED ON THE MECHANICAL DRAWINGS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO,THERMOSTATS.

ENTIRE NEW WORK INSTALLATION SHALL CONFORM WITH ALL APPLICABLE LAWS, CODES AND REGULATIONSOF MUNICIPAL, STATE AND FEDERAL AUTHORITIES INCLUDING: THE 2012 INTERNATIONAL BUILDING,MECHANICAL, AND ENERGY CONSERVATION CODES; ANY AND ALL LOCAL AMENDMENTS ADOPTED ANDENFORCED BY THE LOCAL JURISDICTION; ASME; ASTM; ASHRAE; SMACNA; AND NFPA.

WHERE REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES. PRIOR TOFINAL ACCEPTANCE, FURNISH THE ARCHITECT/OWNER WITH CERTIFICATES OF INSPECTION AND APPROVALS BYLOCAL AUTHORITIES.

PROVIDE ALL DAMPER CONTROL HANDLES, ELECTRIC CONTROLS, AIR CONTROLS, MECHANICAL EQUIPMENT,AND OTHER APPARATUS THAT MUST BE PROVIDED IN AN INACCESSIBLE LOCATION WITH SUITABLE ACCESSDOORS OR COVERS IN A FRAMED OPENING, WHICH WILL PERMIT PROPER OPERATION AND SERVICING.

BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALL APPARATUS ARE FUNCTIONING PROPERLYAND EFFICIENTLY. STARTUPS AND ADJUSTMENTS FOR THE FIRST HEATING AND THE FIRST COOLING SEASONSHALL BE INCLUDED IN THE BID.

SYSTEM, MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THECOMPLETION AND ACCEPTANCE. REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALSWITHOUT ADDITIONAL CHARGES, INCLUDING REFRIGERANT THAT IS LOST DURING RELATED REPAIRS.

TESTING, ADJUSTING, AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST CURRENTASHRAE HANDBOOK OF HVAC APPLICATIONS, CHAPTER 36. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO:* BALANCING AIR DISTRIBUTION SYSTEMS* ADJUSTING THE TOTAL SYSTEM TO PROVIDE DESIGN QUANTITIES* ELECTRICAL MEASUREMENT* ESTABLISHING QUANTITATIVE PERFORMANCE OF ALL HVAC EQUIPMENT* VERIFYING AUTOMATIC CONTROLS

ADJUST AIR FLOWS FOR TERMINALS TO WITHIN +/- 10%. ADJUST AIR FLOWS IN DUCT MAINS TO WITHIN +/-5%, USING THE PITOT-TUBE TRANSVERSE METHOD. FURNISH TO THE ARCHITECT, FIVE (5) COPIES OF THETESTING AND BALANCING REPORT.

DUCTWORK SHALL BE GALVANIZED STEEL, CONSTRUCTED, INSTALLED, AND SUPPORTED IN ACCORDANCE WITHTHE "SMACNA" APPLICABLE MANUALS. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS OTHERWISESPECIFIED. WHERE DUCTWORK IS EXPOSED TO VIEW, SUPPORT WITH THREADED ROD HANGER AND UNISTRUT.UNISTRUT SHALL HAVE (HOT-DIPPED GALVANIZED, GREEN) FACTORY FINISH.

ALL DUCT TAKE-OFFS SHALL BE PROVIDED WITH A MANUAL DAMPER. SUFFICIENT MANUAL DAMPERS SHALL BEPROVIDED AND INSTALLED FOR BALANCING OF THE SUPPLY AIR SYSTEM AND THE OUTSIDE AIR/ RETURN AIRSYSTEMS.

ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S PUBLISHEDINSTRUCTIONS AND SHALL PROVIDE EXTRA MATERIALS REQUIRED FOR A PROPER INSTALLATION.

DUCT JOINTS FOR LOW PRESSURE DUCTWORK SHALL BE SEALED TO MEET THE SMACNA 1" W.C. PRESSURECLASSIFICATION. SEAL ALL TRANSVERSE JOINTS WITH IRON-GRIP 601 AS MANUFACTURED BY HARDCAST. APPLYPER MANUFACTURER'S INSTRUCTIONS. DUCT TAPE IS NOT AN ACCEPTABLE MEANS OF SEALING DUCTS.EXCEPTION: DO NOT SEAL EXPOSED DUCTWORK.

DUCT DIMENSIONS SHOWN ARE SHEET METAL OR WHERE LINED INTERNAL DIMENSIONS (UNLESS OTHERWISENOTED). DUCT DIMENSIONS MAY BE CHANGED IF THE NET FREE FACE AREA IS MAINTAINED.

ALL DUCT CONNECTIONS TO FAN DRIVEN UNITS SHALL BE MADE WITH 4-IN. LONG FIREPROOF FLEXIBLE DUCTCONNECTOR FOR VIBRATION SOUND ISOLATION.

CONDENSATE PIPING ABOVE THE ROOF SHALL BE PVC PIPE, ASTM D 2665, SOLID-WALL DRAIN, WASTE ANDVENT PIPING WITH PVC SOCKET FITTINGS COMPLYING WITH ASTM D 2665, SOCKET TYPE, MADE TO ASTM D3311, DRAIN, WASTE, AND VENT PATTERNS. FOR EACH ROOFTOP UNIT, PROVIDE TRAP AT CONDENSATECONNECTION AND PIPE TO NEAREST ROOF DRAIN OR SCUPPER INLET.

THIS WORK SHALL BE PERFORMED IN A CLEAN AND PROFESSIONAL MANNER. CARE SHALL BE EXERCISED TOMINIMIZE INCONVENIENCE OR DISTURBANCE TO OTHER TRADES DURING CONSTRUCTION. ISOLATE WORKAREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DEBRIS WITHIN THECONSTRUCTION AREA. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRISCAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT.

FIELD VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND BUILDING POWER, VOLTAGE, AND PHASE PRIORTO ORDERING EQUIPMENT AND PROCEEDING WITH ANY WORK. WHERE DISCREPANCIES OCCUR BETWEENTHESE DOCUMENTS AND EXISTING CONDITIONS, THE DISCREPANCY SHALL BE REPORTED TO THE OWNER ANDMECHANICAL ENGINEER IMMEDIATELY FOR RESOLUTION.

THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS/HER OWN PROPERTY ON THE JOBSITE. THE OWNER OR TENANT ASSUMES NO RESPONSIBILITY FOR PROTECTION OF THIS CONTRACTOR'SPROPERTY AGAINST FIRE, THEFT, OR ENVIRONMENTAL CONDITIONS.

WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, ORPARTITIONS, THE SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U.L. LISTED (EQUALTO DOW CORNING) AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT AS BEINGSUITABLE FOR THE SERVICE. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SPUBLISHED INSTRUCTIONS IN ORDER TO MAINTAIN THE FIRE RATING OF THE PENETRATED WALL, FLOOR, ORPARTITION. INSTALLATION SHALL BE A THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED INACCORDANCE WITH ASTM E 814 AND UL 1479. THE FIRE RATING SHALL MATCH THE RATING OF THE BARRIERBEING PENETRATED.

SUBMIT (1) PDF FILE OR SIX (6) SETS OF SHOP DRAWINGS, CONTROL DIAGRAMS, AND EQUIPMENT CUTS TOTHE MECHANICAL ENGINEER FOR APPROVAL PRIOR TO STARTING RELATED WORK. UPON COMPLETION OFCONSTRUCTION, SUPPLY THE MECHANICAL ENGINEER WITH ONE COMPLETE SET OF FULL SIZE AS-BUILTDRAWINGS AND ONE FULL SIZED PDF FILE. PROVIDE THE OWNER WITH (1) PDF AND THREE (3) SETS OFOPERATION AND MAINTENANCE MANUALS FOR EACH TYPE OF EQUIPMENT INSTALLED.

SUBMISSION OF PROPOSAL IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINEDTHE JOB SITE. NO EXTRA CHARGE WILL BE ALLOWED FOR CHANGES AS A RESULT FROM FAILURE TO EXAMINETHE JOB SITE.

THIS CONTRACTOR SHALL SECURE AND PAY ALL FEES AND PERMITS PERTAINING TO THIS CONTRACT, SHALL BERESPONSIBLE FOR WORKER'S IDENTIFICATION AND BADGING, SAFETY, AND LIABILITY INSURANCE. PROVIDEBARRICADES, WARNING SIGNS, AND TRASH REMOVAL FOR THE SAFETY OF THE WORKERS UNDER THISCONTRACTOR'S EMPLOY.

THIS CONTRACTOR SHALL ASSUME ALL ADDED EXPENSES TO ALL TRADES ASSOCIATED WITH THE INSTALLATIONOF SUBMITTED AND APPROVED ALTERNATE EQUIPMENT.

DUCT INSULATION:

RECTANGULAR SUPPLY AND RETURN DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE, INSULATED WITH AMINIMUM INSTALLED R-VALUE OF 6, INTERNALLY LINED WITH ACOUSTICAL LINER EQUAL TO JOHNS MANVILLELINACOUSTIC RC FIBERGLASS DUCT LINER WITH REINFORCED COATING SYSTEM 1-1/2 INCHES THICK, R-6.3,NFPA 90A AND 90B COMPLIANT.

ROUND SUPPLY AND RETURN AIR DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE INSULATED WITHFIBERGLASS DUCT INSULATION WITH FSK FACING EQUAL TO JOHNS MANVILLE MICROLITE, 100# DENSITY, 2INCHES THICK, WITH A MINIMUM INSTALLED R-VALUE OF 6. INSTALL PER MANUFACTURER'S PUBLISHEDINSTRUCTIONS. DUCTWORK THAT IS ACOUSTICALLY LINED DOES NOT REQUIRE EXTERIOR INSULATION.

EXTERIOR DUCTWORK SHALL BE INSULATED WITH A MINIMUM INSTALLED R-VALUE OF 8.

EXPOSED DUCTWORK WITHIN CONDITIONED SPACE SHALL NOT BE EXTERNALLY INSULATED. CLEAN AND PREPFOR PAINTING (PAINT BY OTHERS).

WHERE DUCTWORK IS NOTED TO BE INSULATED DIFFERENTLY ON THE DRAWINGS (i.e. EXTERNAL INSULATIONON RECTANGULAR DUCTWORK), THE CORRESPONDING INSULATION SPECIFICATIONS ABOVE SHALL APPLY.

GREASE EXHAUST DUCT SHALL BE CONSTRUCTED OF 16 GAGE WELDED BLACK IRON AND SHALL BE EXTERNALLYWRAPPED IN 2 LAYERS OF U.L. LISTED GREASE DUCT WRAP UP TOP ROOF PENETRATION. HORIZONTAL GREASEEXHAUST DUCT SHALL BE PROVIDED WITH RATED CLEANOUTS PER MECHANICAL CODE.

INSIDE CLEAR INSULATIONDIMENSION

1RTU EQUIPMENT MARK

(SEE SCHEDULES)

12x12

FIRE DAMPER

VOLUME DAMPER (TYP)

RECTANGULAR DUCTSIDE CONNECTION OF

GALV STEEL DUCT

INSUL FLEX ROUND DUCT

SIDE CONNECTION OF

TOP (OR BOTTOM) CONN

ROUND DUCT

OF ROUND DUCTROUND DUCT SECTION UP

TRUNK DUCT ELBOW(TURNING VANES REQ'D)

ROUND DUCT SECTION DN

RETURN OR EXHAUST DUCT DN

RETURN OR EXHAUST DUCT UP

0.5A

A

DESCRIPTION

SUPPLY DUCT UP

SUPPLY DUCT DN

SYMBOL

H.V.A.C. LEGEND

EXISTG DUCT

EXISTG ROUND DUCT

EXISTING(E)

DESCRIPTIONSYMBOL

CONNECT NEW TO EXISITNG

VENTILATION SCHEDULE(PER 2012 IMC, TABLE 403.3)

ROOM NAME(S)

CONFERENCE ROOMS

INVENTORY RM 102

STORAGE ROOMS

SALES (except as below)

CORRIDORS

VESTIBULE

BREAK ROOM* OUTSIDE AIR PER SQ. FT. CALCULATED BY THE USE OF EQUATION 4-1 AND EQUATION 4-2 OF IMC.NOTES:a. Based upon net occupiable floor area.

OCCUPANCY

CLASSIFICATION

CONFERENCE ROOMS

STORAGE ROOMS

STORAGE ROOMS

SALES (except as below)

CORRIDORS

MAIN ENTRY LOBBIES

OFFICE SPACES

ROOM

AREA

(SF)

335

78

27

2306

243

39

86

PERSONS

PER 1000 SF

50

15

10

5

Rp

PEOPLE

AIRFLOW

5

7.5

5

5

Ra

ZONE

AIRFLOW

0.06

0.12

0.12

0.12

0.06

0.06

0.06

Exhaust

AIRFLOW

RATE CFM/SF

TOTAL

PERSONS

17

0

0

35

0

1

1

ZONE

Ez

0.8

0.8

0.8

0.8

0.8

0.8

0.8

OUTSIDE AIR

PER SQ. FT.

PER IMC*

0.39

0.15

0.15

0.29

0.08

0.14

0.11

OUTSIDE AIR

REQUIRED

(CFM)

130

12

4

670

18

5

9

%OSA OF

SUPPLYING RTU

(CFM)

20.0%

20.0%

20.0%

20.0%

20.0%

20.0%

20.0%

MIN SUPPLY

REQUIRED

(CFM)

649

59

20

3351

91

27

46

SUPPLY

PROVIDED

1050

125

50

4100

225

250

200

EXHAUST

ROOFTOP UNIT SCHEDULE (GAS-FIRED) Carrier

Mark(s)

RTU-1

RTU-2

NOTES:

Manufacturer / Model No.

Carrier TMF008

Carrier TMF008

1. Provide Duct mounted smoke detectors in supply duct per code, when unit supplies equal or greater than 2000 CFM.

2. Provide 14" in. high manufacturer's roof curb, flash and seal to roof.

3. Provide 100% enthalpy controlled economizer, set to minimum outside air requirements as shown on Ventilation Schedule.

4. Provide Honeywell T-7300 programmable thermostat with locking cover.

NOM.TONS

7.5

7.5

EER

10.1

10.1

COOLING

Sens

64.4

64.4

Total

85.2

85.2

AMB.AIR

TEMP

105

105

EATDB

ºF

85

85

WB

ºF

67

67

Input

MBH (SL)

224

224

HEATINGOutput

MBH (SL)

179

179

Output

MBH (ALT)

143

143

SUPPLY FAN

CFM

3000

3000

ESP

0.5

0.5

SUPPLY

FAN (HP)

3.00

3.00

VOLTAGE

& PHASE

208/3

208/3

ELECTRICAL

MCA

44.9

44.9

MOCP

50

50

LENGTH

(IN)

87 3/8"

87 3/8"

SIZEWIDTH

(IN)

57 3/4"

57 3/4"

HEIGHT

(IN)

41 5/16"

41 5/16"

WEIGHT

(LBS)

1115

1115

EXHAUST FAN SCHEDULE

MARK(S)

EF-1

EF-2

EF-3

NOTES:

FAN CONTROL:

MANUFACTURER/MODEL

Greenheck - SPA-110

Greenheck - SPA-110

Greenheck - SPA-110

1. Intergral gravity backdraft damper

7. 12" Manufacturer's roof curb

A. Separate wall switch

LOCATION

Ceiling

Ceiling

Ceiling

8. 18" Manufacturer's ventilated roof curb

B. Switch on with lights

SERVING

Restroom

Restroom

Mop Sink

2. Ducted from fan outlet to roof

CFM

75

75

75

C. 24/7 time clock to operate during occupied times

ESPin

0.25

0.25

0.25

3. SMACNA approved roof cap

Wattsor HP

49

49

49

MOTORVoltage &

Phase

115/1

115/1

115/1

RPM

750

750

750

4. Ducted from fan outlet to wall

DamperType

Backdraft

Backdraft

Backdraft

D. Continuous operation

FanControl

B

B

C

5. Wall exhaust louver, see plans for size

ROOFOPENING

in x in

6"dia thru roof

6"dia thru roof

6"dia thru roof

E. Interlock with equipment (Marks shown)

WEIGHT

lbs.

17

17

17

6. 1/4" galv. mesh birdscreen

NOTESlbs.

1, 2, 6

1, 2, 6

1, 2, 6

DIFFUSER, REGISTER & GRILLE SCHEDULE

Mark(s)

CD1

CD2

CD3

RG1

RG2

RG3

EG1

Manufacturer / Model No.

Titus TMS or equal

Titus MCD or equal

Titus MCD or equal

Titus 50F

Titus 50F

Titus 355 RL

Titus 350 RL

DESCRIPTION

T-Bar Ceiling Diffuser

Modular Core Ceiling Diffuser

Modular Core Ceiling Diffuser

T-Bar Eggcrate Return Grille

T-Bar Eggcrate Return Grille

Ceiling Return

Ceiling Exhaust

CONSTRUCTION

Steel

Steel

Steel

Aluminum

Aluminum

Steel

Steel

NOM. CFM

50-300

100

50

840-1200

80-120

80

75

NECK SIZE

See Plans

6"

4"

--

--

--

See Plans

SIZE

24"x24"

12"x12"

6"x4"

24"x24"

24"x12"

12"x12"

12"x12"

MOUNTING

T-Bar Lay-in

Surface mount

Surface mount

T-Bar Lay-in

T-Bar Lay-in

Surface mount

T-Bar Lay-in

REMARKS

Paintable, color per Architect

4-way pattern unless otherwise noted

4-way pattern unless otherwise noted

1/2" x 1/2" x 1/2" steel core

1/2" x 1/2" x 1/2" steel core

35 deg. fixed blades

35 deg. fixed blades

M0.03 ROOF TOP UNIT DETAIL

NTS

ROOF CURB

RETURN AIR DUCT

FLEXIBLE CONNECTION MAX. 25 FLAME/50SMOKE INDEX.

CONDENSATE DRAIN WITH CLEANOUT &DEEP SEAL TRAP PER MANUFACTURER'SRECOMMENDATIONS.

PACK OPENING BETWEEN ROOF DECK AND DUCTS & ENTIRECURB CAVITY WITH FIBERGLASS INSULATION. PROVIDESHEETMETAL ENCLOSURE AT DUCT PENETRATION OF METALROOF DECK TO COVER UP & HOLD INSULATION IN PLACE.

ROOF TOPUNIT

SMOKE DETECTOR IN R/A DUCT BY E.C.WIRE TO SHUT DOWN UNIT WHENSMOKE IS DETECTED

SUPPLY AIR DUCT

SCALE:M0.02 DUCT HANGER DETAIL

NONECONTRACTOR SHALL PROVIDE DUCT HANGERS AND CONNECTION TOSTRUCTURE AS PART OF MECHANICAL SUBMITTAL.

HANGER STRAP20 GAUGE MIN.

50" DIA.MAX

BAND OF SAMESIZE AS HANGERSTRAP

HANGER STRAPS(20 GAUGE MIN)

60" MAX

1" MIN.

UNLESS FOOT OFSTRAP IS PLACED

UNDER A BOTTOMREINFORCEMENT

SCREWS(TYP)

SCREWS MAY BE OMITTED IFHANGER LOOPS ALL AROUND

UNDERSIDE OF DUCT

REFERENCE:SMACNA HVAC DUCTCONSTRUCTION STANDARDS

NOTE:SIZE STRAP AND HANGER ROD PERLATEST EDITION OF SMACNA DUCTCONSTRUCTION STANDARDS.

SCALE:M0.01 SPIRAL DUCT REGISTER DETAIL - ANGLE

NONE

GRINNEL #290 GALV. EYELET NUT &3/8"Ø ALL THREAD MOUNTED WITHEYELET & BOLT ATTACHED TO PURLINSABOVE WITH GALV. SIDE BEAMBRACKETS. CONTRACTOR SHALLPROVIDE DUCT HANGERS ANDCONNECTION TO STRUCTURE AS PARTOF MECHANICAL SUBMITTAL.

SHEET METALSTRAPS EQUALLY

SPACED PERARCHITECTURAL

DRAWINGS

ROUND SPIRAL DUCTSEE PLAN FOR SIZE.

SPIRAL DUCT SUPPLY REGISTERWITH SCOOP DAMPER

23°23°

UTILIZE FOR ALL EXPOSED SPIRAL DUCTWORK.

M0.0MECHANICAL NOTES &

SCHEDULES

Sheet:

Project Number:


[email protected]

General Contractor:


Structural Engineer:

MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

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r30

4 M

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all R

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Issued For: DatePERMIT 07.08.16

#

SCALE:M1.01 MECHANICAL PLAN

1/4" = 1'-0"

Show Room101

Conference Room106

Corridor103

Break104

Inventory102

ProjectNorth

1

1

1

RG1880CFM

RT

1

RT

1

2

2

3

3

4

(TYP.)

4

(TYP.) 4

(TYP.)

4

(TYP.)

4

(TYP.)

4

(TYP.)

4

(TYP.)

DIFFUSER ROUND NECK SIZENOMINAL CFM

0-5051-125

126-200201-325326-475476-650

NECK DIA.4"ø6"ø8"ø10"ø12"ø14"ø

M1.0MECHANICAL PLANS

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

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Cel

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1.1 SUMMARY: PROVIDE PLUMBING WHERE SHOWN ON THEDRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETEAND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILYLIMITED TO:

DOMESTIC HOT AND COLD WATER PIPING SYSTEMS

DRAIN, WASTE, AND VENT SYSTEMS

PLUMBING FIXTURES AND TRIM AS SHOWN ON THE DRAWINGS

FUEL GAS PIPING SYSTEM

STORM DRAINAGE SYSTEMS

DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARENOT NECESSARILY LIMITED TO GENERAL CONDITIONS,SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THEARCHITECTURAL SPECIFICATIONS.

1.2 SUBMITTALS: COMPLY WITH PERTINENT PROVISIONS OF DIVISION 1AND THE ARCHITECTURAL SCOPE.

PRODUCT DATA: WITHIN 30 CALENDAR DAYS AFTER THE CONTRACTORHAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT:

MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THISSECTION

MANUFACTURER'S SPECIFICATIONS, CATALOG CUTS, AND OTHER DATANEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS.

SHOP DRAWINGS AND OTHER DATA AS REQUIRED TO INDICATEMETHOD OF INSTALLING AND ATTACHING EQUIPMENT, EXCEPT WHERESUCH DETAILS ARE FULLY SHOWN ON THE DRAWINGS.

STERILIZATION CERTIFICATE: UPON COMPLETION OF DOMESTICWATER PIPING SYSTEM, THE ADDED PORTION OF THE SYSTEM SHALL BESTERILIZED. UPON COMPLETION THE CONTRACTOR SHALL DELIVER TOTHE ARCHITECT TWO (2) COPIES OF AN ACCEPTABLE "CERTIFICATE OFPERFORMANCE" FOR THIS ACTIVITY.

UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THEARCHITECT FOUR (4) COPIES OF ALL SHOP DRAWINGS (EQUIPMENTAND FIXTURE SUBMITTALS), OPERATION AND MAINTENANCE MANUALSAND AS-BUILT (RECORD) DRAWINGS. ALL MANUALS SHALL INCLUDE AMAINTENANCE SCHEDULE FOR ALL REQUIRED EQUIPMENT (I.E. PUMPS,WATER FILTERS). ALL MANUALS SHALL BE COMPILED IN ACCORDANCEWITH THE PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS.

1.3 QUALITY ASSURANCE: USE ADEQUATE NUMBERS OF SKILLEDWORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THENECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THESPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPERPERFORMANCE OF THE WORK OF THIS SECTION.

CODES AND REGULATIONS: IN ADDITION TO COMPLYING WITH THESPECIFIED REQUIREMENTS, COMPLY WITH THE PERTINENTREGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION;INCLUDING THE 2012 INTERNATIONAL BUILDING, PLUMBING, FUELGAS, AND ENERGY CONSERVATION CODES; AND ANY AMMENDMENTSTO ABOVE CODES REQUIRED BY THE LOCAL AUTHORITIES. IN THEEVENT OF CONFLICT BETWEEN OR AMONG SPECIFIED REQUIREMENTSAND PERTINENT REGULATIONS, THE MORE STRINGENT REQUIREMENTWILL GOVERN WHEN SO DIRECTED BY THE ARCHITECT.

1.4 DELIVERY, STORAGE, AND HANDLING: COMPLY WITH THEPERTINENT PROVISIONS OF DIVISION 1.

1.5 GENERAL REQUIREMENTS: WHERE REQUIRED BY CODE, ALL WORKMUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES. PRIOR TOFINAL ACCEPTANCE, FURNISH THE ARCHITECT/OWNER WITHCERTIFICATES OF INSPECTION AND APPROVALS BY LOCAL AUTHORITIES.BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALLAPPARATUS ARE FUNCTIONING PROPERLY AND EFFICIENTLY. SYSTEM,MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIODOF ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE. REPLACEALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUTADDITIONAL CHARGES, INCLUDING REFRIGERANT THAT IS LOSTDURING RELATED REPAIRS.

PART 2 - PRODUCTS

2.1 PIPE SCHEDULE:

DRAIN, WASTE, AND VENT SYSTEM: PVC PIPE, ASTM D 2665, SOLID-WALLDRAIN, WASTE AND VENT PIPING WITH PVC SOCKET FITTINGSCOMPLYING WITH ASTM D 2665, SOCKET TYPE, MADE TO ASTM D3311, DRAIN, WASTE, AND VENT PATTERNS. SCHEDULE 40 CAST IRONPIPING SHALL BE PROVIDED FOR ALL WASTE AND VENT PIPING WITH ARETURN OR SUPPLY AIR PLENUM.

WATER PIPING: ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWNCOPPER WITH WROUGHT COPPER FITTINGS JOINED WITH LEAD FREESOLDER. BELOW GROUND: PROVIDE TYPE "K" SOFT ANNEALED COPPERWITH NO SOLDERED JOINTS.

INDIRECT DRAINS: PROVIDE TYPE "L" COPPER WITH WROUGHT COPPERFITTINGS JOINED WITH 95/5 TIN-ANTIMONY OR LEAD FREE SOLDER.WHEN SIZE ALLOWS PROVIDE DWV TYPE FITTINGS. PROVIDE LINES FULLSIZE OF ANY EQUIPMENT CONNECTIONS.

NATURAL GAS PIPING: PROVIDE SHUT-OFF VALVE DOWNSTREAM OFAND AS CLOSE AS PRACTICAL TO EACH GAS METER. PROVIDESCHEDULE 40 BLACK IRON PIPE WITH MALLEABLE IRON FITTINGS. PIPING2" AND UNDER SHALL HAVE SCREWED FITTINGS, 2-1/2" AND LARGER,AND ALL CONCEALED GAS PIPING SHALL BE WELDED. VALVES UP TO 2"SHALL BE BRASS. PROVIDE DIRT LEG, SHUT-OFF VALVE, PRESSUREREDUCING VALVE, AND UNION AT EACH APPLIANCE CONNECTION.UNDERGROUND PIPING SHALL BE PROTECTED AGAINST CORROSION.

STORM DRAINAGE PIPING: HUBLESS CAST IRON SOIL PIPE. PITCHHORIZONTAL LEADERS AT 1/8" PER FOOT FALL IN DIRECTION OF FLOWUNLESS OTHERWISE NOTED.

2.2 MATERIALS: CAST IRON SOIL PIPE AND FITTINGS:

FOR COPPER PIPING, PROVIDE WROUGHT COPPER OR DWV TYPEFITTINGS FOR THE APPROPRIATE PIPING SYSTEM. ALL EXPOSED PIPING INKITCHENS AND OTHER FOOD PREPARATION AREAS SHALL BE COPPER.

2.3 VALVES: GATE VALVES: EQUAL TO WATTS GV SERIES, BRONZE,200-PSI WOG. GLOBE VALVES: EQUAL TO WATTS GLV SERIES, BRONZE,200-PSI WOG. BALL VALVES: EQUAL TO WATTS B-600 SERIES, STANDARDPORT, BRONZE. 1/4" - 2" VALVES SHALL BE 600 PSI WOG. 2-1/2" - 4"SHALL BE 400 PSI WOG.

2.4 FLASHING: WHERE PIPES OF THIS SECTION PASS THROUGH THEROOF, FLASH WITH SEMCO #1100-4 SEAMLESS 4 LB. FLASHING, WITHSTEEL REINFORCED "VARI-PITCH" BOOT AND CAST IRON COUNTERFLASHING SLEEVE.

2.5 PIPE HANGERS:

WATER PIPING: PROVIDE FEE AND MASON #212 SPLIT RING HANGERSWITH SUPPORTING RODS. PROVIDE SEMCO "TRISOLATORS".

SOIL AND WASTE PIPING: PROVIDE FEE AND MASON #212 ADJUSTABLERING HANGERS WITH SUPPORTING RODS. USE FEE AND MASON #212RISER CLAMPS AS REQUIRED.

2.6 CLEANOUTS: ZURN Z-1400 "LEVEL-TROL" ADJUSTABLE FLOORCLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS ANDWATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND SCORIATEDSECURED TOP ADJUSTABLE TO THE FINISHED FLOOR. FINISHEDFLOORS: PROVIDE ZURN ZN-1400 WITH APPROPRIATE SUFFIX FORFLOOR FINISH. FLOORS WITH WATERPROOFING MEMBRANE: PROVIDE"FLUSH-WITH-FLOOR" TYPE CLEANOUTS, WITH ADJUSTABLEWATERTIGHT COVERS AND INTEGRAL ANCHORING FLANGE WITHCLAMPING COLLAR. FINISHED WALLS: PROVIDE ZURN ZS-1469 WITHSTAINLESS STEEL ACCESS PLATE AND SCREW.

2.7 TRAPS: FOR LAVATORIES AND SINKS, EXCEPT SERVICE SINKS,PROVIDE LOS ANGELES PATTERN CAST BRASS TRAPS WITH BRASS NUTS.

2.8 WATER HAMMER ARRESTORS: PROVIDE WHERE REQUIRED BY CODE.

2.9 FIXTURES AND EQUIPMENT: PROVIDE PLUMBING FIXTURES, TRIM,AND EQUIPMENT AS INDICATED ON THE PLUMBING PLANS.

2.10 INSULATION: INSULATE HOT, COLD AND RECIRCULATED HOTWATER PIPING WITH 1-IN. THICK FIBERGLASS INSULATION WITH PLENUMRATED JACKET. RUNOUTS UP TO 12 FEET SHALL HAVE 1/2-IN. THICKINSULATION. INSULATION SHALL BE EQUAL TO JOHNS MANVILLEMICO-LOK, WITH A MAXIMUM CONDUCTIVITY OF 0.27 BTU PER IN/HR *SF * degF. COLD WATER PIPING INSULATION SHALL HAVE VAPORBARRIER. AT ALL HANGER AND SUPPORT LOCATIONS, PROVIDE 8-IN.LONG, 20 GAUGE GALVANIZED IRON INSULATION GUARDS.INSULATION AT THESE LOCATIONS SHALL BE RIGID.

PROTECT EXPOSED PIPING FOR ALL ADA ACCESSIBLE FIXTURES WITHINSULATION EQUAL TO TRU BRO.

STORM DRAINAGE PIPING SHALL BE INSULATED WITH 1-1/2" THICKFIBERGLASS INSULATION WITH VAPOR BARRIER AND PLENUM RATED PVCJACKET. INSULATION SYSTEM SHALL BE EQUAL TO JOHNS MANVILLEMICRO-LOK, WITH ZESTON PVC JACKETING, 30 MIL THICKNESS. VAPORBARRIER SHALL BE PROVIDED WITH A MASTIC COMPATIBLE WITH PVC,AND TWO LAYERS OF HI-LO TEMP INSULATION INSERTS SHALL BEUTILIZED TO MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER. INSERTSAND JACKET SHALL MEET ASTM E84 FOR MAXIMUM FLAME SPREAD ANDSMOKE DEVELOPED RATING OF 25/50. EXPOSED VERTICAL STORMDRAINAGE PIPING SHALL NOT BE INSULATED.

2.11 SLEEVES: WHERE PIPES PASS THROUGH CONCRETE, MASONRY, ORSTUD WALLS, OR PASS THROUGH CEILINGS, PROVIDE "SPERZEL"RUSTPROOF "CRETE-SLEEVE" OF THE SIZE REQUIRED. WHERE PIPES PASSTHROUGH FIRE RATED PARTITIONS AS DESIGNATED ON THEARCHITECTURAL PLANS, PROVIDE FIRE SEALS AROUND PIPES, WHICH AREEITHER UL LISTED OR FM APPROVED.

2.12 OTHER MATERIALS: PROVIDE OTHER MATERIALS NOT SPECIFICALLYDESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPERINSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THEAPPROVAL OF THE ARCHITECT.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS: EXAMINE THE AREAS AND CONDITIONSUNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED.CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPERCOMPLETION OF THE WORK. DO NOT PROCEED UNTILUNSATISFACTORY CONDITIONS ARE CORRECTED.

3.2 INSTALLATION OF PIPING AND EQUIPMENT:

PROCEED AS RAPIDLY AS THE BUILDING CONSTRUCTION WILL PERMIT.THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPEOPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINALCONNECTIONS HAVE BEEN MADE. CUT PIPE ACCURATELY, AND WORKINTO PLACE WITHOUT SPRINGING OR FORCING, PROPERLY CLEARINGWINDOWS, DOORS, AND OTHER OPENINGS. EXCESSIVE CUTTING OROTHER WEAKENING OF THE BUILDING WILL NOT BE PERMITTED. SHOWNO TOOL MARKS OR THREADS ON EXPOSED PLATED, POLISHED, ORENAMELED CONNECTIONS FROM FIXTURES. TAPE ALL FINISHEDSURFACES TO PREVENT DAMAGE DURING CONSTRUCTION. MAKECHANGES IN DIRECTION WITH FITTINGS; MAKE CHANGES IN MAINSIZES WITH ECCENTRIC REDUCING FITTINGS. UNLESS OTHERWISENOTED, INSTALL WATER SUPPLY AND RETURN PIPING WITH FLAT SIDE OFECCENTRIC FITTINGS FACING UP. RUN HORIZONTAL SANITARY PIPINGAT A UNIFORM GRADE OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED.RUN HORIZONTAL WATER PIPING WITH AN ADEQUATE PITCH UPWARDSIN DIRECTION OF FLOW TO ALLOW COMPLETE DRAINAGE. PROVIDESUFFICIENT SWING JOINTS, BALL JOINTS, EXPANSION LOOPS, ANDDEVICES NECESSARY FOR A FLEXIBLE PIPING SYSTEM, EVEN IF NOTSPECIFICALLY SHOWN ON THE DRAWINGS. SECURELY BOLT ALLEQUIPMENT, ISOLATORS, HANGERS, AND SIMILAR ITEMS IN PLACE.SUPPORT EACH ITEM INDEPENDENTLY FROM THE STRUCTURE. DO NOTUSE WIRE FOR HANGING OR STRAPPING PIPES. PROVIDE COMPLETEDIELECTRIC ISOLATION BETWEEN FERROUS AND NONFERROUS METALS.FOR INSULATED PIPE, PROVIDE SLEEVES OF ADEQUATE SIZE TOACCOMMODATE THE FULL THICKNESS OF PIPE COVERING, WITHCLEARANCE FOR PACKING AND CAULKING. CAULK THE SPACEBETWEEN SLEEVE AND PIPE OR PIPE COVERING, USING ANON-COMBUSTIBLE, PERMANENTLY PLASTIC, WATERPROOF,NON-STAINING COMPOUND WHICH LEAVES A SMOOTH FINISHEDAPPEARANCE, OR PACK WITH NON-COMBUSTIBLE, NON-ASBESTOSCOTTON, ROPE, OR FIBERGLASS TO WITHIN 1/2" OF BOTH WALLFACES, AND PROVIDE THE WATERPROOF COMPOUND DESCRIBEDABOVE.

3.3 FINISH AND ESCUTCHEONS: SMOOTH UP ROUGH EDGES AROUNDSLEEVES WITH PLASTER OR SPACKLING COMPOUND. PROVIDE 1" WIDECHROME OR NICKEL PLATED ESCUTCHEONS ON ALL PIPES EXPOSED TOVIEW WHERE PASSING THROUGH WALLS, FLOORS, PARTITIONS,CEILINGS, OR SIMILAR LOCATIONS. SIZE THE ESCUTCHEONS TO FIT PIPEAND COVERING. HOLD ESCUTCHEONS IN PLACE WITH SET SCREW.

3.4 CLEANOUTS: SECURE THE ARCHITECT'S APPROVAL OF LOCATIONSFOR CLEANOUTS IN FINISHED AREAS PRIOR TO INSTALLATION. PROVIDECLEANOUTS OF SAME NOMINAL SIZE AS THE PIPES THEY SERVE; EXCEPTWHERE CLEANOUTS ARE REQUIRED IN PIPES LARGER THAN 4", PROVIDE4" CLEANOUTS. MAKE CLEANOUTS ACCESSIBLE. AFTER PRESSURE TESTSARE MADE AND APPROVED, THOROUGHLY GRAPHITE THE CLEANOUTTHREADS. PROVIDE CLEANOUTS IN ALL LOCATIONS (NOT NECESSARILYINDICATED ON DRAWINGS) REQUIRED BY THE APPLICABLE CODES.

3.5 VALVES: PROVIDE VALVES IN DOMESTIC WATER SUPPLY SYSTEMS.LOCATE AND ARRANGE SO AS TO GIVE COMPLETE REGULATION OFFIXTURES. PROVIDE VALVES IN AT LEAST THE FOLLOWING LOCATIONS:IN BRANCHES AND/OR HEADERS OF WATER PIPING SERVING A GROUPOF FIXTURES; FOR SHUTOFF OF BRANCH MAINS; FOR FLUSHING ANDSTERILIZING THE SYSTEM; WHERE SHOWN ON THE DRAWINGS. LOCATEVALVES FOR EASY ACCESSIBILITY AND MAINTENANCE

3.6 WATER HAMMER ARRESTORS: PROVIDE WATER HAMMER ARRESTORSON HOT WATER LINES AND COLD WATER LINES. INSTALL IN UPRIGHTPOSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATEDPLUMBING FIXTURES, AND SUPPLY HEADERS AT PLUMBING FIXTUREGROUPS. LOCATE AND SIZE IN ACCORDANCE WITH THE PLUMBINGAND DRAINAGE INSTITUTE STANDARD WH-201. INSTALL WATERHAMMER ARRESTORS BEHIND ACCESS PANELS.

3.7 BACKFLOW PREVENTION: PROTECT PLUMBING FIXTURES ANDFAUCETS AGAINST POSSIBLE BACK-SIPHONAGE. ARRANGE FORTESTING OF BACKFLOW DEVICES AS REQUIRED BY THEGOVERNMENTAL AGENCY HAVING JURISDICTION.

3.8 PLUMBING FIXTURE INSTALLATION: SET FIXTURES LEVEL AND INPROPER ALIGNMENT WITH RESPECT TO WALLS AND FLOORS AND WITHFIXTURES EQUALLY SPACED. PROVIDE SUPPLIES IN PROPER ALIGNMENTWITH FIXTURES AND WITH EACH OTHER. PROVIDE FLUSH VALVES INALIGNMENT WITH THE FIXTURE, WITHOUT VERTICAL OR HORIZONTALOFFSETS. GROUT WALL AND FLOOR MOUNTED FIXTURES WATERTIGHTWHERE THE FIXTURES ARE IN CONTACT WITH WALLS AND FLOORS.

3.9 DISINFECTION OF POTABLE WATER POTABLE WATER SYSTEMS SHALLBE PURGED OF DELETERIOUS MATTER AN DISINFECTED PRIOR TOUTILIZATION. THE METHOD TO BE FOLLOWED SHALL BE THATPRESCRIBED BY THE HEALTH AUTHORITY OR WATER PRUVEYOR HAVINGJURISDICTION.

3.10 OTHER TESTING AND ADJUSTING: PROVIDE PERSONNEL ANDEQUIPMENT, AND ARRANGE FOR AND PAY THE COSTS OF ALLREQUIRED TESTS AND INSPECTIONS REQUIRED BY GOVERNMENTALAGENCIES HAVING JURISDICTION. WHERE TESTS SHOW MATERIALS ORWORKMANSHIP TO BE DEFICIENT, REPLACE OR REPAIR AS NECESSARY,AND REPEAT THE TESTS UNTIL THE SPECIFIED STANDARDS AREACHIEVED. ADJUST THE SYSTEM TO OPTIMUM STANDARDS OFOPERATION.

EXISTING. VERIFY LOCATION, SIZE, ANDCAPACITY.

(E)

SANITARY SEWERSSSS SS

CLEANOUT TO GRADE

11. ELBOW DOWN2. PRV (PRESSURE REDU VL)G G

ABOVE FINISH FLOORAFF

FLOOR DRAIN

ROOF DRAIN

VENT THRU ROOFVTR

RD

FD

COTG

NATURAL GAS LINEG

BALANCE VALVE W/MEMORY

V V V

SYMBOL

BRONZE CHECK VALVE

BRONZE CONTROL VALVE

AGA LISTED GAS COCK

FEBCO 825Y OR EQUALBACKFLOW PREVENTER)

9"THERMOMETER ±1%

BRONZE UNION

RPBP (REDUCED PRESS

9.

7.

8.

5.

6.

3.

4.

DESCRIPTION

COLD WATER

HOT WATER

SANITARY VENTV

ABBREV.

HW

CW

SIDE T CONNECTION

BOTTOM T CONNECTION

TOP T CONNECTION

BRONZE STRAINER

SHOCK ABSORBER

ELBOW UPPIPE ANCHOR

CIRCUIT SETTER

MANUAL AIR VENTPRESSURE GAGE

16.

19.

17.18.

21.20.

12.

13.

15.

14.

3

15

BRONZE/STAINLESS BALL VALVE

VALVES, FITTINGS, ETC

11

1.

1312 14

1 2

19

END CAP10.

1716 18

4 5 6

2120

7 8 9 10

PLUMBING LEGEND

(E)SS

(E)GW

EXISTING SANITARY SEWER

EXISTING GREASE WASTE(E)GW

(E)SS

TOTAL DEVELOPED LENGTHTDL

CONNECT NEW TO EXISTING

Fixture Unit Calculator for Water DemandFixture

Bathroom groupKitchen sinkService sinkHose BibTotals:

Total @125%Note: Based upon the IPC Table E103.3

OccupancyPrivatePrivate

Offices, etc.

Type of Supply CTRLFlush tank

FaucetFaucet

WSFU3.61.435

Qty2112

Total7.21.43

1021.6

27

PLUMBING FIXTURE SCHEDULE

MARK(S)

WH-1

ET-1

WC-1

LW-1

FD-2

MS-1

BS-2

MXV

DESCRIPTION

WATER HEATER

EXPANSION TANK

WATER CLOSET / ADA

LAVATORY, WALL MOUNT

FLOOR DRAIN

MOP SINK

BREAK ROOM SINK

MIXING VALVE

MANUFACTURER / MODEL NO.

State Model PCE30 20LSA

State Model ETC-2X

American Standard, Cadet 2998.014

American Standard, Lucerne 0356.027

Zurn ZB-1400

Fiat model TTB 2424

Elkay GECR 2521

American Standard 605XTMV

CW

3/4"

3/4"

1/2"

1/2"

-

1/2"

1/2"

3/8"

HW

3/4"

-

1/2"

-

1/2"

1/2"

3/8"

WASTE

-

3"

1-1/2"

2"

2"

1-1/2"

VENT

-

2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

REMARKS

4.5 KW single element (208v/1ph), 30 gallon, 30-7/8"Ø

1.96 gallon, 150 PSIG, 210ºF rated, NSF bladder, 5 yr. warranty

Elongated bowl, 1/2"CW supply, ADA Compliant

ADA Compliant, three hole on 4" center, open grid drain, Cadet 8125F faucet, handicaptrap wrap, chrome plated P-trap w/cleanout, angle supplies w/stops, 1/2 GPM flow limiters,install Conbraco MVD temperature limiting device below sink.Deep seal trap, round top, medium duty grate. Install "waterless" trap primerequal to Proset trap guard with elastomeric memory material in all floordrains. Follow all Manufacturer instructions for installation of the trap guard.24" x 24" terrazzo neocorner floor mount sink,Fiat model 830AA utility faucet w/ vacuum breaker and pail hookdeep seal trap, acid-resist interior and grate, cast iron4-hole ADA compliant, p-trap with clean out,25 x 21 bowl, Delta model 2100 HDF faucet with wrist blades 1/2 hp waste king disposal, stainless steel sink3/8" compression connections, integral checks and 3/8" compression tee3/8" tempered water to HW supply of fixture.

1WH

ET1

DIELECTRIC UNION

ASME P&T RELIEF VALVE, PIPEFULL SIZE TO 2" AIR GAPOVER FLOOR DRAIN

MS

BALL VALVE

1"HW

1"CW

SCALE:P0.01 WATER HEATER DETAIL

NONESCALE:P0.02 MXV - MIXING VALVE

NONE P0.0PLUMBING

NOTES & SCHEDULES

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO


#

SCALE:P1.01 WATER & GAS PLAN

1/4" = 1'-0"

Conference Room106

Toilet108

Toilet107

Service105

Inventory102

Break104

Show Room101

Vestibule100

Corridor103

ProjectNorth

1

2

3

34"HW1"CW

34"HW1"CW

1"CW

34"HW34"CW

34"HW34"CW

1-1/2"(E)CW

GG

G

GGGGGGGGGGGGGG

G

GG

[A]

Nominal

Pipe Size "d"

1-1/2

1-1/4

1-1/4

Initial Gas Pressure =

Pressure Drop MAX =

Final Gas Pressure =

Specific Gravity =

Factor for visc, density and temp =

Viscosity of Gas=

(L)

ft length (L)105105105

ACTUAL METER Gas Pressure =

MAX Press Drop =

Local Barometric Pressure =

P1 =P1 - P2 =

P2 =S =

Cr =Z=

(D)

Minimum D1.4511.1141.114

6"WC =

0.5"WC =

PRESSURE AT END OF LINE = 5.5"WC =

INPUTS:12.20

0.21670.018112.400.60

0.60940.012

(Q)

MBH448224224

0.2167

0.0181

0.1987

PSIA

PSI =

PSI =

PSI =

SG

Description of piping section

GAS METER TO POINT [A]POINT [A] TO RT-1POINT [A] TO RT-2

PSI

PSI

PSI

Converted Pressures:

6.00

0.50

5.50

STP is 60oF and 14.7 psia or 101.325 kPA

(use 1.2462 for propane)

(use .008 for propane)

"WC Initial Pressure at GAS METER

"WC MAX Pressure Drop

"WC Final Pressure P2 at Appliance

SL =

5000f t=

1 PSI =

1 PSI =

1" WC =

CONVERSION DATA:

14.7

12.2

2.307

27.684

0.0361

PSIA

PSIA

ftWC

"WC

PSI

LW-1WC-1

LW-1 WC-1

MS-1

BS-1

P1.0PLUMBING

PLANS - WATER

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO


#

SCALE:P2.01 WASTE PLAN

1/4" = 1'-0"

Conference Room106

Toilet108

Toilet107

Service105

Inventory102

Break104

Show Room101

Vestibule100

Corridor103

ProjectNorth

(E)S

S(E

)SS

(E)S

S(E

)SS

(E)S

S

(E)SS (E)SS

SS

SS

SSSSSSSSSSSS

SSSSSS

1

2

2

SS

FD-1

FD-1LW-1WC-1

FD-1LW-1WC-1

MS-1

BS-1

(E)SS

(E)SS2

SS

SS

SS

SS

(E)SS

SSV

VV

V

V

V

V2

V

V

V V

V

V

V

V

V

V

V

V

V

3

1

SCALE:P2.02 WASTE ISOMETRIC

NONE

P2.0PLUMBING

PLANS - WASTE

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO


T

APANEL

GRADE LEVEL

PANEL

PAD MOUNTED UTILITY300kVA TRANSFORMER208/120V, 3-PHASE, 4W

200/4150/4

3[4-350kcmil, 3-1/2" C]

>800G

800A JJN800A/3P

E0.01 ONE LINE DIAGRAM

NTSSCALE:

FIRE ALARM SYSTEM NOTESFIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY THECONTRACTOR.

PANELC

400A/3P

M

400/4

UTILITY C.T.& METER

TTB TELEPHONE TERMINAL BOARD

#

D

EMERGENCY FIXTURE - SHADED

SINGLE POLE SWITCH, OR #-POLE

or COMBO EXIT - SEE SCHEDULE

EXIT SIGN - SHADED INDICATES FACE

DIMMER SWITCH

AFF ABOVE FINISH FLOOR

GROUNDED DUPLEX RECEPTACLE FLOOR/CEILING MOUNTED TELEPHONE OUTLET

X-##

J

TO

T

K

S DUCT FIRE DETECTOR

ABBREVIATIONS

EWC

RECESSED FLUORESCENT LIGHT FIXTURE

SURFACE MOUNTED FLUORESCENT FIXTURE

WALLWASHER or ADJUSTABLE DOWNLIGHT

CEILING FIXTURE

CCTE.C.

ACWP

EFGFI

APPEAR NEXT TO DEVICES)(ARROWS NOT USED IF CIRCUIT NUMBERS CIRCUIT '##' HOMERUN TO PANEL 'X'

PORCELAIN LAMP HOLDER

TRANSFORMER

S

ABOVE COUNTER - VERIFY HEIGHT

GROUND FAULT INTERRUPTING

CIRCUITELECTRICAL CONTRACTOR

WEATHER PROOF

EXHAUST FANELECTRIC WATER COOLER

SPEAKER

FAA

WALL MOUNTED JUNCTION BOX

ELECTRICAL PANEL BOARD

THERMAL OVERLOAD SWITCH

EQUIPMENT DISCONNECT SWITCH

EQUIPMENT FUSED DISCONNECT SWITCH

J

S

SPECIAL PURPOSE RECEPTACLE

FLOOR/CEILING MOUNTED RECEPTACLE

GROUNDED QUADRAPLEX RECEPTACLE

JUNCTION BOX

FACP

FIRE ALARM REMOTE ANNUNICATOR

S-SMOKE, T-HEAT DETECTOR

PANEL

TELEPHONE/DATA OUTLET, PROJECT STANDARD

FIRE ALARM PANEL

TELEPHONE OUTLET

DATA OUTLET

POWER AND LIGHTING

ELECTRICAL LEGEND

LOW VOLTAGE SYSTEMS

GROUNDED SWITCHED DUPLEX RECEPTACLE

GROUNDED SPLIT-WIRED RECEPTACLE FLOOR/CEILING MOUNTED DATA OUTLET

TELEPHONE TERMINAL BOARD

REFERENCE SYMBOLS

FEEDER - SEE SCHEDULE

KEYED NOTE

XFMR

kVA

TRANSFORMER WITH GROUNDING ANDOVERCURRENT DEVICES SEETRANSFORMER SCHEDULE

#/W

XX

#

AG ABOVE COUNTER GFI - VERIFY HEIGHT

T

##

EQUIPMENT - SEE SCHEDULE#

BATTERY PACK EMERGENCY LIGHT

(ER)

(E)

EXISTING TO BE RELOCATED

EXISTING TO REMAIN

(R) RELOCATE/RELOCATED LOCATION

(EX) EXISTING TO BE REMOVED

AHJ AUTHORITY HAVING JURISDICTION

AFI ARC FAULT INTERRUPTING

NOTE: NOT ALL ITEMS APPEAR ON DRAWINGS. SYMBOLS MAY DIFFER FROM EXISTINGAND DEMO WORK OR DEVICES REFERENCED FROM DRAWINGS BY OTHERS.

CATV/MONITOR A/V OUTLET

GENERAL PROJECT NOTESNOTE: SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS

1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE,OPERATIONAL AND PROPERLY FUNCTIONING ELECTRICAL SYSTEM

2. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF FEDERAL,STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION.

3. MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA OR ANOTHERRECOGNIZED TESTING LAB. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESSSPECIFICALLY INDICATED AS EXISTING TO BE REUSED.

4. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES AND UTILITYCOMPANIES SHOP DRAWINGS REQUIRED BY THESE AGENCIES FOR APPROVAL. THE CONTRACTOR SHALLSECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENSES NECESSARY FOR THEPROPER EXECUTION AND COMPLETION OF THE ELECTRICAL WORK. THIS CONTRACTOR SHALL SECUREAND PAY ALL FEES AND PERMITS PERTAINING TO THIS CONTRACT, SHALL BE RESPONSIBLE FOR WORKER'SIDENTIFICATION AND BADGING, SAFETY, AND LIABILITY INSURANCE. PROVIDE BARRICADES, WARNINGSIGNS, AND TRASH REMOVAL FOR THE SAFETY OF THE WORKERS UNDER THIS CONTRACTOR'S EMPLOY.

5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS ORAPPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULESOR REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

6. THE CONTRACTOR SHALL PREPARE THE DOCUMENTS, INCLUDING DRAWINGS, REQUIRED TO OBTAINAPPROVAL OF THE EQUIPMENT AND LOCATIONS OF THE DEVICES THAT COMPRISE THE BUILDING FIREALARM LIFE SAFETY SYSTEM. THE DRAWINGS AND CUT SHEETS SHALL BE PROVIDED TO A PROFESSIONALENGINEER FOR REVIEW AND APPROVAL. THE APPROVED DRAWINGS WILL BE STAMPED, SIGNED ANDRETURNED TO E.C. TO SUBMIT TO THE BUILDING DEPARTMENT.

7. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, ANDTHOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS, LOCAL JURISDICTIONAL CODESAND REQUIREMENTS, AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILLNOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. SUBMISSION OF PROPOSALIN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE. NOEXTRA CHARGE WILL BE ALLOWED FOR CHANGES AS A RESULT FROM FAILURE TO EXAMINE THE JOB SITE.

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE PERFORMANCE OF ALLTRADES, FOR THE ENTIRE PERIOD OF CONSTRUCTION AND SHALL REMOVE ALL TEMPORARY WIRING ATTHE COMPLETION OF CONSTRUCTION.

9. THE EXISTING POWER, SIGNAL AND COMMUNICATION SYSTEMS ARE TO REMAIN IN SERVICE TO PROVIDEFOR THE OWNER'S FUNCTION. SHOULD IT BECOME NECESSARY TO SHUT-DOWN ANY SYSTEM ORPORTION OF A SYSTEM, APPROVAL IN WRITING MUST BE OBTAINED FROM THE OWNER AND SHALLONLY APPLY FOR THE PERIOD AND TIME AGREED UPON. THE BID IS TO INCLUDE THE COST OF ANYTEMPORARY WIRING AND PREMIUM TIME REQUIRED FOR THE SHUTDOWN.

10. ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED,TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'SDIRECTIONS AND RECOMMENDATIONS.

11. ALL CUTTING, DRILLING AND PATCHING OF MASONRY, STEEL OR IRON WORK BELONGING TO THEBUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY BE PROPERLYINSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THE DIRECTIONOF THE ARCHITECT-DESIGNER OR THEIR REPRESENTATIVE.

12. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OFELECTRICAL FIXTURES AND ELECTRICAL DEVICES. MOUNTING HEIGHTS SHALL CONFORM TOADA/ICC/ANSI STANDARDS.

13. ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN ON DRAWINGS INCLUDING LABOR,EQUIPMENT AND MATERIALS SHALL BE IN STRICT COMPLIANCE WITH THE BUILDING STANDARDS.

14. PROVIDE COMPLETE METAL RACEWAY SYSTEMS AND ENCLOSURES FOR ALL WIRING THROUGHOUT THEEXTENT OF THE REQUIRED SYSTEM.

15. ALL TELE/ DATA BOXES SHALL BE PROVIDED WITH A 1/2” CONDUIT AND BUSHING WITH PULL STRINGRUN 6” ABOVE FINISHED CEILING OR CEILING GRID. ELECTRICAL METALLIC TUBING (EMT) SHALL BE USEDFOR ALL WALL OUTLETS & TELEPHONE WIRING RUNNING BELOW RAISED FLOOR OR ABOVE HARDCEILINGS.

16. ALL RECEPTACLES NOTED AS ISOLATED GROUND (IG) OR DEDICATED OR CIRCUITED AS DEDICATEDSHALL BE PROVIDED WITH A DEDICATED GROUND AND NEUTRAL. ALL RECEPTACLES IN BATHROOMS,KITCHENS, ROOFTOPS, OUTDOORS, AND WITHIN 6FT. OF A SINK SHALL BE GFCI (OR SERVED BY A GFICIRCUIT BREAKER) PER NEC 210.8(B). THE E.C. SHALL PROVIDE GFCI OUTLETS (OR CIRCUIT BREAKERS) INALL LOCATIONS REQUIRED BY THE NEC. ALL RECEPTACLES IN DWELLING UNITS, GUEST ROOMS, ANDCHILD CARE FACILITIES (AS SPECIFIED BY ARTICLE 406 OF THE 2014 NEC) SHALL BE LISTED ASTAMPER-RESISTANT RECEPTACLES.

17. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE INDICATED. CONDUITS LARGER THAN 2"DIAMETER OR CONDUITS OF ANY SIZE ROUTED OUTDOORS SHALL BE INTERMEDIATE METAL CONDUIT(IMC

18. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH FLEXIBLESTEEL CONDUIT, 3/8 INCH MINIMUM.

19. FINAL CONNECTIONS TO MOTORS SHALL BE MADE WITH LIQUID TIGHT FLEXIBLE STEEL CONDUIT, 1/2INCH MINIMUM.

20. WIRE NO. 8 AND SMALLER INSTALLED IN DRY LOCATIONS SHALL BE TYPE THWN OR THHNTHERMOPLASTIC 600V INSULATED COPPER CONDUCTORS. NO WIRE SMALLER THAN NO.12 SHALL BEUSED FOR LIGHTING OR POWER WIRING. WIRE NO. 8 AND LARGER SHALL BE STRANDED. ALLCONDUCTORS INSTALLED IN EXTERIOR OR WET LOCATIONS SHALL BE TYPE THWN 600V INSULATEDCOPPER CONDUCTORS.

21. ALL NEW CIRCUIT BREAKERS FOR NEW OR EXISTING PANELBOARDS SHALL MATCH EXISTING OR NEWBUILDING STANDARD PANELBOARD MANUFACTURER AND BREAKER TYPE. THE CONTRACTOR SHALLPROVIDE NEW ACCURATE AND DETAILED TYPE WRITTEN PANEL DIRECTORIES PER NEC 408.4 FOR ALLNEW OR MODIFIED PANELS. NUMBERED CIRCUITS ARE FOR CONVENIENCE OF DESIGN ONLY. E.C. TOFIELD VERIFY ACTUAL CIRCUIT NUMBERS USED AND CORRECTLY INDICATE ON "AS-BUILT" DRAWINGS.THE E.C. SHALL REMOVE ALL ABANDONED CIRCUITS.

22. PROVIDE #10 FOR BRANCH CIRCUITS OVER 75' AT 120V AND OVER 150' AT 277V. E.C. TO FIELD VERIFYBRANCH CIRCUIT LENGTHS AND SIZE CONDUCTORS FOR VOLTAGE DROP.

23. EACH SWITCH, LIGHT, RECEPTACLE AND ALL OTHER DEVICES SHALL BE PROVIDED AND INSTALLED WITH AGALVANIZED OR SHERARDIZED PRESSED STEEL JUNCTION BOX OF NOT LESS THAN NO. 14 U.S. GAUGESTEEL. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND BUSHINGS AND ALL UNUSED KNOCKOUTSMUST BE LEFT SEALED. THERE MUST BE SUFFICIENT ROOM FOR WIRES AND BUSHINGS AND DEEP BOXESSHALL BE INSTALLED WHERE REQUIRED. BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED.

24. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OUTLET BOXES THAT MAY BE REQUIRED TOENCLOSE RECEPTACLES.

25. IN SUSPENDED CEILINGS SUPPORT CONDUIT AND JUNCTION BOXES DIRECT FROM THE STRUCTURALSLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CONDUITSSHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPLINE UNLESS THE CEILING SYSTEM HASBEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE.

26. PROVIDE LOCAL DISCONNECT SWITCHES FOR ALL MOTORS (PLENUM APPROVED WHERE REQUIRED).

27. THE E.C. SHALL INCLUDE IN HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS,FIXTURES AND EQUIPMENT THAT IS NOT TO BE REUSED DISCARD ALL EQUIPMENT AS REQUIRED. E.C.SHALL BE RESPONSIBLE FOR DISCONNECTING PRIMARY SERVICE AND TEMPORARY POWER.

28. PROVIDE WARRANTY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER COMPLETION ANDACCEPTANCE. REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUTADDITIONAL CHARGES.

29. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS/HER OWN PROPERTY ON THEJOB SITE. THE OWNER OR TENANT ASSUMES NO RESPONSIBILITY FOR PROTECTION OF THISCONTRACTOR'S PROPERTY AGAINST FIRE, THEFT, OR ENVIRONMENTAL CONDITIONS.

30. WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, ORPARTITIONS, THE SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U.L. LISTED(EQUAL TO DOW CORNING) AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT ASBEING SUITABLE FOR THE SERVICE. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S PUBLISHED INSTRUCTIONS IN ORDER TO MAINTAIN THE FIRE RATING OF THEPENETRATED WALL, FLOOR, OR PARTITION. INSTALLATION SHALL BE A THROUGH-PENETRATION FIRESTOPSYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM AND UL . THE FIRE RATING SHALL MATCHTHE RATING OF THE BARRIER BEING PENETRATED.

31. SUBMIT SIX (6) SETS OF SHOP DRAWINGS, CONTROL DIAGRAMS, AND EQUIPMENT CUTS TO THEENGINEER FOR APPROVAL PRIOR TO STARTING RELATED WORK. SHOP DRAWINGS SHALL INCLUDEMANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATAAS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICALGROUPS, PARTIAL SUBMITTALS WILL NOT BE REVIEWED.

32. UPON COMPLETION OF CONSTRUCTION, SUPPLY THE ENGINEER WITH ONE COMPLETE SET OF FULLSIZE AS-BUILT DRAWINGS. PROVIDE THE OWNER WITH THREE (3) SETS OF OPERATION ANDMAINTENANCE MANUALS FOR EACH TYPE OF EQUIPMENT INSTALLED.

33. THIS CONTRACTOR SHALL ASSUME ALL ADDED EXPENSES TO ALL TRADES ASSOCIATED WITH THEINSTALLATION OF SUBMITTED AND APPROVED ALTERNATE EQUIPMENT.

34. THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE FIRE ROOM WITH ALL OTHER DISCIPLINES,ESPECIALLY THE FIRE ALARM AND FIRE PROTECTION DESIGN-BUILD CONTRACTORS PRIOR TO ANYWORK.

35. IF ANY CHANGES ARE MADE TO ACCOMMODATE FIELD CONDITIONS NOTIFY THE ENGINEERIMMEDIATELY OF WHAT THE CHANGES WERE, THE REASON FOR THE CHANGES, AND THE COSTIMPACTS.

MAIN DISTRIBUTION PANEL "DP"120/208V, 3P, 4W, RECESSED, 42 kAIC

NG

Feeder Schedule - Cu3000/W2000/W1600/W1200/W1000/W800/W750/W600/W500/W400/W350/W300/W250/W225/W200/W175/W150/W125/W110/W100/W90/W80/W70/W60/W50/W40/W30/W20/W

This table indicates minimum conductor size for feedersof the ampacity indicated where #/W indicates theampacity/ numbers of wire. A #S/W indicates no ground.Service Ground Table150G200G300G500G800G>800G

8[W-500kcmil, 3/0G, 3-1/2"C]6[W-400kcmil, 3/0G, 3"C]5[W-400kcmil, 3/0G, 3"C]4[W-350kcmil, 3/0G, 3"C]3[W-400kcmil, 2/0G, 3"C]3[W-300kcmil, 1/0G, 3"C]3[W-250kcmil, 1/0G, 3"C]2[W-350kcmil, #1G, 3"C]2[W-250kcmil, #2G, 3"C]2[W-3/0, #3G, 2"C]2[W-2/0, #3G, 2"C]W-350kcmil, #4G, 3"CW-250kcmil, #4G, 3"CW-4/0, #4G, 2"CW-3/0, #6G, 2"CW-2/0, #6G, 2"CW-1/0, #6G, 2"CW-1/0, #6G, 2"CW#1, #6G, 1-1/2"CW#1, #6G, 1-1/2"CW#2, #8G, 1-1/4"CW#3, #8G, 1-1/4"CW#4, #8G, 1-1/4"CW#4, #8G, 1-1/4"CW#6, #10G, 1"CW#8, #10G, 1" CW#10, #10G, 3/4"CW#12, #12G, 3/4"C

#6#4#21/02/03/0

Equipment Ground Table20EG60EG100EG200EG300EG400EG

#12#10#8#6#4#3

Ampacities are based on NEC table 310.15(B)(16)utilizing the 60 degree column up to 100 Amps and the75 degree column above 100 Amps Service groundconductor sizes are per NEC table 250.66 andequipment ground is per NEC table 250.122.

Based on NEC:

The master electrician shall be responsible for ensuringthat no feeders or branch circuits are installed in a manneror sized in such a way as to violate the NEC.

Where discrepancies occur between the Feeder scheduleand the grounding charts, the chart shall overrule thefeeder schedule and the NEC shall overrule all schedules.

The service ground chart indicates the minimum serviceground based on #G where # is the ampacity from thechart above, and the equipment ground chart indicates theminimum equipment grounding conductor size #EG where# is the rating/ setting of the overcurrent device protectingthe conductors and equipment.All conductors shall be Copper.

2014

Transformer ScheduleOvercurrentProtection480V, 3Ø

20A50A70A

125A175A225A350A

Notes: Primary shall be 3-wire and secondary shallbe 4-wire unless noted otherwise. All transformers45kVA and below shall be suspended unless notedotherwise. All transformers over 45kVA shall befloor mounted unless noted otherwise. Primaryand secondary feeders shall be sized per the circuitbreaker size and shall be 3-wire on the primary and4-wire on the secondary. For example all 45kVA480/208V transformers with a 480V primary will befed with a 70/3 on the primary and a 150/4 on thesecondary (the bonding and grounding shall beper NEC 250.30A).

kVA - Ground15 - #830 - #645 - #675 - #2

112.5 - #2150 - 1/0225 - 2/0

OvercurrentProtection208V, 3Ø

50A100A150A250A400A500A800A

Based on NEC: 2014

NEMA 3R

EXISTINGGROUND PERNEC 250

BPANEL

150/4

COOKCENTER

200A/3P150A/3P150A/3P

RT-1

RT-2

80A/3P 80A/3P

80/4 80/4

PANEL SCHEDULE: PROJECT:LOCATION:JOB NO.:COMMENTS: BUS RATING:MAIN O.C. DEVICE:MOUNTING: CIR

NO.

1357911131517192123252729313335373941

NOTES:

1.2.

CIRCUIT

AMPS

202020202020202020202020202020202020202020

CONNECTED LOAD:

E.C. to field verify existing conditions prior to any work.Circuits in "BOLD" represent new work.

Cell Service - SuperiorInterior wall16-077Existing Panelboard

BREAKER

POLE

111111111111111111111

PHASE A (VA):PHASE B (VA):PHASE C (VA):

TOTAL LOAD (VA):

225A MLOInterior, Recessed

CONNECTED

LOAD (VA)

1244 933 2000 2000 360 360 1500 2000 900

500 500 500 500 500 500 500 360 360

10,824 9,153 7,620 27,597

A

NEC DEMAND

FACTOR

1.25 1.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

DESCRIPTION OF

LOAD SERVED

Show Rm & Vesitbule LTGBack of Space LTG

Show WindowShow Window

Restroom ReceptaclesBreak Rm Receptacles

Garbage DisposalTVs, North wall

Show Room Center DropSpareSpareSpare

Sales TVsSales TVsSales TVsSales TVsSales TVsSales TVsSales TVsIT/DATA

TELEPHONE

PHASE

ABCABCABCABCABCABCABC

VOLTAGE L-L:VOLTAGE L-G:SYSTEM: S.C.RMS RATING:

DESCRIPTION OF

LOAD SERVED

Exterior K-4 FixturesBuilding SignSpareExterior K-3 FixutresSpareSpareSpare - Building LTG ContactorSpare - Building LTG ContactorSpareSite LightsSite LightsSite LightsSite LightsSite LightsSite LightsSpareSpareSpareSpareSpare - Building LTG ContactorSpare - Building LTG Contactor

DEMAND LOAD:PHASE A (VA):PHASE B (VA):PHASE C (VA):

TOTAL DEMAND LOAD (VA):

2081203Ø, 4-WIRE

42,000 AIC

NEC DEMAND

FACTOR

1.25 1.25

1.25

1.25 1.25 1.25 1.25 1.25 1.25

12,280 10,511 8,370 31,161

CONNECTED

LOAD (VA)

980 1500

600

1500 1500 1500 1500 1500 1500

86.50

July 7, 2016

CIRCUIT

POLE

111111111222222222211

A

BREAKER

AMPS

202020202020202020303030303030303030302020

CIR

NO.

2468

1012141618202224262830323436384042


NO.

1357911131517192123252729313335373941

NOTES:

1.2.

CIRCUIT

AMPS

202020202020303030202020202020202020202020

CONNECTED LOAD:



BREAKER

POLE

111111333111111111111


TOTAL LOAD (VA):


CONNECTED

LOAD (VA)

720 500 900 180 180 180

1080 1080 1080 360 900 720 540 540 360 540 500 500

4,920 5,200 5,240 15,360

B

NEC DEMAND

FACTOR

1.00 1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

DESCRIPTION OF

LOAD SERVED

Conference NorthConference TV

Conference SouthCustom SafeCustom Safe

Cash SafeSpareSpareSpare

Sales Desk CenterSales Recept

Sales DeskSales DeskSales DeskSales DeskSales DeskSales DeskSales DeskSales Desk

RACK systemRACK system

PHASE



DESCRIPTION OF

LOAD SERVED

SpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareWH-1WH-1WH-1



2081203Ø, 4-WIRE

42,000 AIC

NEC DEMAND

FACTOR

1.00 1.00 1.00

4,920 5,200 5,240 15,360

CONNECTED

LOAD (VA)

1500 1500 1500

42.64

July 7, 2016

CIRCUIT

POLE

333333333333333333333

A

BREAKER

AMPS

303030202020202020505050151515151515505050

CIR

NO.

2468

1012141618202224262830323436384042


NO.

1357911131517192123252729313335373941

NOTES:

1.2.

CIRCUIT

AMPS

606060505020606060202020202020202020202020

CONNECTED LOAD:



BREAKER

POLE

333221333111122111111


TOTAL LOAD (VA):


CONNECTED

LOAD (VA)

800

800 0 0 800

C

NEC DEMAND

FACTOR

1.00

DESCRIPTION OF

LOAD SERVED

SpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpare

Roof Convience OutletSpareSpareSpareSpareSpare

PHASE



DESCRIPTION OF

LOAD SERVED

SpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareSpareBussed SpaceBussed SpaceBussed SpaceBussed Space



2081203Ø, 4-WIRE

42,000 AIC

NEC DEMAND

FACTOR

800 0 0 800

CONNECTED

LOAD (VA)

2.22

July 5, 2016

CIRCUIT

POLE

33333333333333322

A

BREAKER

AMPS

5050505050505050505050505050503030

CIR

NO.

2468

1012141618202224262830323436384042


NO.

1357911131517

NOTES:

1.2.

CIRCUIT

AMPS

150150150150150150200200200

CONNECTED LOAD:



BREAKER

POLE

333333333


TOTAL LOAD (VA):

800AMLOInterior, Recessed

CONNECTED

LOAD (VA)

12280 10511 8370 4920 5200 5240

29,400 27,111 25,010 81,521

DP

NEC DEMAND

FACTOR

1.00 1.00 1.00 1.00 1.00 1.00

DESCRIPTION OF

LOAD SERVED

Panel APanel APanel APanel BPanel BPanel BSpareSpareSpare

PHASE

ABCABCABC


DESCRIPTION OF

LOAD SERVED

Panel CPanel CPanel CRT-1RT-1RT-1RT-2RT-2RT-2



2081203Ø, 4-WIRE

42,000 AIC

NEC DEMAND

FACTOR

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

29,400 27,111 25,010 81,521

CONNECTED

LOAD (VA)

800 0 0

5700 5700 5700 5700 5700 5700

226.29

July 7, 2016

CIRCUIT

POLE

333333333

A

BREAKER

AMPS

400400400808080808080

CIR

NO.

2468

1012141618

(DEMO)

FAULT CURRENT CALCULATION TABLE

NOTES:1.2.

3.4.5.

6.

LOCATION (n)300

800A MainDP

Panel APanel BPanel C

RT-1RT-2

All Calculations use Bussman "Point-To-Point" Method.Variables:

The E.C. shall report any discrepancies to the Engineer.Aluminum Conductors, MC Cabling, and Series Rated Panels are not allowed.The E.C. shall verify the Available Fault Current from the Electrical Utility and shall report theactual Fault Current available to the Engineer if different from shown. Fault Currents are basedon Utility information or %Z=1.4 if none are provided.The E.C. shall field verify the Feeder Lengths and report any discrepancy to the engineer.Conductor Lengths listed in this table are engineering estimates and are not intended to representactual lengths for bidding or other calculations. The E.C. shall inform the Engineer immediatelyif the actual lengths are less than that listed.

# of RUNSUtility Transformer

3311211

L=Feeder Length (LF)f(n) = (1.73 x L x F(n-1))/(C x # of runs x Voltage) in Amperes

CONDUCTOR

3503501/01/03/033

VOLTAGE208208208208208208208208

C=Conductor "C" Value

L(ft)

30151515154570

C

22,73719,7048,9258,92512,8444,7744,774

f

0.190.090.560.560.193.144.88

July 5, 2016

M

0.840.920.640.640.840.240.17

M(n) =1 ÷ (1+f(n))F(n)=F(n-1) x M(n)

F 52,00043,68940,00125,65525,65533,4949,6716,805

E0.0ELECTRICAL ONE-LINE,NOTES & SCHEDULES

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO


E1.01 POWER PLAN

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

Conference Room106

Toilet108

Toilet107

Service105

Inventory102

Break104

Show Room101

Vestibule100

Corridor103

ProjectNorth

RT

1

XXEQUIPMENT SCHEDULE

KEY

RT-1

RT-2

EF-1,2, 3

WH-1

NOTES:1.2.3.

EQUIPMENT

ROOFTOP UNIT7.5-TONROOFTOP UNIT7.5-TONEXHAUST FAN

WATER HEATER

Field verify final location and electrical requirements of all equipment with provider prior to rough-in.Provide line voltage controls and wiring as required. Field verify control requirements with provider.Provide HACR breakers for all circuits serving equipment.

LOADHP,KW,FLA44.9A MCA50A MOCP44.9A MCA50A MOCP

49W

4500W

VOLTS

208

208

120

208

Ø

3

3

1

3

BRANCH CKT.CONDUCTORS

4#6,#10G

4#6,#10G

2#12,#12G

4#10,#10G

CONDUIT

1-1/4"

1-1/4"

3/4"

3/4"

DISCONNECTSWITCH50A/3P

WP50A/3P

WPSto

Sto

FUSE50A/3P

50A/3P

NA

NA

July 5, 2016CIRCUIT

DP-8,10,12

DP-14,16,18

SEE PANELSCHEDULESB-38,40,42

NOTES

1

1

1,2

1

EF

2

EF

1

M

WH

1

TTB

2A-41

IT

A-393

PANEL"C"

PANEL"B"

PANEL"DP"

PANEL"A"

61

CEILING

A-5

1CEILING

A-5

1

CEILING

A-5

1

CEILING

A-71

CEILING

A-7

AG

AG

AG

GFIC

GDA-13

EF

3

RT

2

A-9

A-9

A-11

A-11

A-15

A-15

A-15

5

A-15

5B-31

5

A-27

A-29

B-27

A-3160"AFF

60"AFF

FLOOR

B-23

B-1

B-5

B-1

B-1

B-5B-5

B-19B-19

B-7

80"AFFB-25FLOOR

B-35FLOOR

60"AFF

B-2360"AFF

5

48"AFF

5

A-2580"AFF

5

A-3580"AFF

FLOOR FLOOR

5

B-380"AFF

B-2360"AFF

B-2960"AFF 48"AFF

FLOOR

FLOOR

FLOOR

CEILING

FLOOR

FLOOR

80"AFF5

A-1580"AFF

5

A-1580"AFF

5

A-1580"AFF

B-3160"AFF

48"AFF

5B-33

A-3360"AFF B-33

60"AFF

48"AFF

5B-37

A-3760"AFF

48"AFF

A-17A-17

B-19

B-9 B-11 B-41

B-2148"AFF

B-2148"AFF

B-2148"AFF

B-29

B-27

B-39

7

7

7

7

7

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO


E1.0POWER PLAN

E1.1DATA/POWER LAYOUT BY

OTHERS

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO


ProjectNorth

E2.01 LIGHTING PLAN

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

Show Room101

Conference Room106

Corridor103

Break104

Inventory102

B BBB

B BBB

B BBB

B BBB B BBB

B BBB

B BBB

BBB

B

B

B

B

A A A AA

A

AA

AAA

A A A

S1 S1 S1

A

XR

XR

XEM

XEM

XX

LUMINAIRE SCHEDULEKEY

INTERIOR FIXTURES

A

B

S1

EM

X

XEM

XR

NOTES: (Notes apply to all fixtures where applicable)

1.

2.

3.

4.

5.

6.

DESCRIPTION

2'x4' LED TROFFER

EDGE LIT TECHNOLOGY 0-10V DIM

2'x2' LED TROFFER

EDGE LIT TECHNOLOGY 0-10V DIM

LED LENSED STRIP LIGHT

4100LM

EMERGENCY PACK

FROG-EYE W/ 90 MINUTE BATTERY PACK

EXIT SIGN - POLYCARBONATE

W/ 90 MINUTE BATTERY PACK

FROG-EYE/EXIT COMBINITAION

W/ 90 MINUTE BATTERY PACK

ARCHITECTURAL WP EMERGENCY LIGHT

W/ 90 MINUTE BATTERY PACK, SILVER FINISH

EMERGENCY FIXTURES - All Fixtures Indicated as Emergency shall be provided with a 90-Minute Battery Pack and all Fluorescent Fixtures

indicated as Emergency shall be provided with a 1300 Lumen, 90-Minute Battery Pack.

VERIFY VOLTAGES - The E.C. shall verify voltages on drawings prior to ordering or any work, the engineer shall be notified of any descrepancies

in the voltage of the circuiting on the drawings and the luminiare schedule prior to any purchase or work.

VERIFY LAMPING - The E.C. shall verify lamping with the manufacturer prior to ordering and notify the engineer of any lamping descrepancies.

PROVIDE A COMPLETE INSTALLATION - The E.C. shall provide all labor and material to provide a complete and functional system per the design intent as dictated by the

switching type and location (including dimmer switches and compatible ballasts or transformers), ceiling type and location, circuiting, voltages, and lamping types.

BALLAST DISCONNECT - All electric discharge luminaires shall comply with NEC 410.130 and shall have a means of disconnect for the ballast.

DUAL LEVEL SWITCHING - For fixtures with more than one switch designation shown on plans provide fixtures with additional ballasts for dual level light

control by separate switching of inboard and outboard lamps as required to conform to IECC Requirements.

MFR. & CAT.NO.

COOPER - METALUX

24EN-LD1-54-UNV-L8XX-CD1-U

COOPER - METALUX

22EN-LD1-34-UNV-L8XX-CD1-U

COOPER - METALUX

4SNLED-LD4-41SL-LN-UNV-L8XX-CD1-U

COOPER - SURE-LITES

APEL

COOPER - SURE-LITES

AP70 G UNV

COOPER - SURE-LITES

AP70 G DH UNV

COOPER - SURE-LITES

AEL1SD

LAMP

54W LED

INTEGRAL

34W LED

INTEGRAL

41WLED

INTEGRAL

.78 W LED

INTEGRAL

LED

LED/ 5.4W INC

3-6V,6W, XENON

VOLTS

120/277

120/277

120/277

120/277

120/277

120/277

120/277

July 5, 2016

MOUNTING

INFORMATION

RECESSED

RECESSED

SURFACE

SURFACE

SURFACE

SURFACE

SURFACE

NOTE

EM

EM

EM

XEMJ

J 3

3

a a a

aaa

a

a

a a a a

a b

b

b b b

b b

b

bbbbbb

b

b

b

b

b bbb

c N.L.

N.L.

N.L.N.L.

N.L. N.L.

abc

A-1

2

2(TYP., 4)

2

(TYP., 2)1

1

1

A-1A-1

A-2

A-2

A-2

A-2

A-2

A-2

A-2 A-2

E2.0LIGHTING PLAN

Sheet:

Project Number:


[email protected]

General Contractor:



MEP Engineer:

Number:

7/4/

2016

12:

56:4

2 P

M

kVA 16-077

Cel

lula

r Sal

es -

Sup

erio

r30

4 M

arsh

all R

d.S

uper

ior,

CO
