BUILDING CODE SUMMARY

2015 MICHIGAN BUILDING CODE

USE GROUP: NON-SEPARATED BUSINESS (B), STORAGE (S-1)

CONSTRUCTION TYPE: V-B, COMBUSTIBLE, UNPROTECTED

2015 MICHIGAN MECHANICAL CODE

2015 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2017 NATIONAL ELECTRICAL CODE and MICHIGAN PART 8

EXTERIOR WALLS: WOOD FRAME

ROOF CONSTRUCTION: WOOD TRUSS

FLOOR CONSTRUCTION: CONCRETE SLAB

CORRIDOR RATING: 1-HR

FIRE PROTECTION: NOT REQUIRED

ALLOWABLE NUMBER OF STORIES: ONE

ALLOWABLE AREA FACTOR: .50

OCCUPANT LOAD BY FIRE CALCULATION: 46

EGRESS PROVIDED: (4), 128"

DISTANCE TO EXIT FROM MOST REMOTE LOCATION: 60'

ZONING: INDUSTRIAL PARK DISTRICT (F-1)

BUILDING AREA PROPOSED: 12,276 SF

SPACEAREA/ROOM

SF/OCC

TOTAL OCC'S

STORAGE (S-1)

BUSINESS (B)

8894 SF

3382 SF

300

100

12

34

TOTAL 46

TOTAL ALLOWABLE AREA: 13,000 SF

NUMBER OF STORIES: ONE

26

41

203

48

75

48

123

123

28

11777

2

94

94

94

67

35

41

77

134

183

35

26

41

38

3845

28

95

69

28

141

45

2

73

41

64

64

64

2

41

189

3327

68

33G5

32

119

32

6688

33

65

72

72

72

18

55

30 65

61

46

142

19

53

72

66

115

22

55

37

20

20

18

115

42

55

33

65

131

75

23

75

23

10

27

131

10

31

31

27

13

13

13

13

13

13

13

77

169

7777

35

35

70

48

67

70

27

27

48

40

25

6464

40

2929

64

97

86

70

8270

55

32

17 139

70

101

55 52

32180

64

32

22

22

47

54

55

29

22

54

49

47

64

52

17

29

153

49

42

57

57

42

54

29

147

5755

32

57

23

73

22

73

49

26

21

71

63

2

53

5363

12

12

10

63

53

1412

41

10

151

10

12

43

94

94

90

CEDARVILLEHESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARKISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOODWAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURASKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

ST

INDIANRIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKATRAVERSECITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNTPLEASANT

CADILLAC

GRAYLING

EASTTAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITYALANSON

CROSSVILLAGE

BOYNE CITY

BELLAIRE

JORDANE.

EASTPORTNORTHPORT

LELAND

BUCKLEYFIFELAKE

FRANKFORT

MESICK

MANTON

BEARLAKE

LILLEY

HESPERIA

WHITECLOUD

EVART

REMUS

MIDLAND

SAGINAW

BAYCITY

HARRISVILLE

CURRAN

MIO

OSCODA

TAWAS CITY

WESTBRANCH

STANDISHGLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCERPRESQUEISLE

LAND O'LAKES

EAGLERIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAMLAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACKRIVERFALLS

SPARTA

LA CROSSE

FRIENDSHIP

MONTELLO

WAUTOMA

GREENLAKE

FOND DU LAC

OSHKOSH

APPLETON

DE PERE

GREEN BAYKEWAUNEE

STURGEON BAY

MARINETTE

OCONTO

SHAWANO

KESHENA

WAUSAU

STEVENSPOINT

WAUPACA

RHINELANDERPHILIPS

MEDFORDMERRILL

ANTIGO

EAU CLARE

LADYSMITH

THREELAKES

MICHIGAN

WISCONSIN

LAKE

MICHIGAN

LAKE

SUPERIOR

HURON

LAKE

100 PORTAGE STREETHOUGHTON, MI 49931

P (906) 482-4810F (906) 482-9799

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© U.P. Engineers & Architects, Inc.

U.P. ENGINEERS & ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2IRON MOUNTAIN, MI 49801

P (906) 779-0937F (906) 779-0947

424 S. PINE ST.ISHPEMING, MI 49849

P (906) 485-1011F (906) 485-1013

1701 DUNLAP AVE., SUITE 8MARINETTE, WI 54143

P (715) 732-4188F (715) 732-4189

707 ASHMUN STREETSAULT STE. MARIE, MI 49783

P (906) 635-0511F (906) 635-0612

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ADDITION/ OFFICEDELTA AREA TRANSIT AUTHORITY

G001

COVER SHEET

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ESCANABA, MI 49829

SHEET INDEXNUMBER SHEET NAME

G001 COVER SHEET

G002 GENERAL NOTES

C100 EXISTING/ DEMO SITE PLAN

C101 PROPOSED SITE PLAN

C102 SITE PLAN DETAILS

S001 STRUCTURAL NOTES

S101 FOUNDATION & FRAMING PLANS

A100 EXISTING/ DEMO PLAN

A101 PROPOSED PLAN

A201 ELEVATIONS

A301 SECTIONS SCHEDULES

A701 REFLECTED CEILING PLAN

MP001 MECHANICAL AND PLUMBINGABBREVIATIONS AND SYMBOLS

P100 UNDERSLAB PLUMBING PLAN

P101 PLUMBING PLAN

P501 PLUMBING DETAILS AND SCHEDULES

M101 MECHANICAL PLAN

M501 MECHANICAL DETAILS

M601 MECHANICAL DETAILS AND SCHEDULES

E001 ELECTRICAL ABBREVIATIONS

ED101 EXISTING/ DEMO ELECTRICAL PLAN

E101 PROPOSED POWER PLAN

E201 PROPOSED LIGHTING PLAN

E202 PARTIAL EXTERIOR LIGHTING PLAN

E501 ELECTRICAL SCHEDULES

PROJECT LOCATION

VICINITY MAP

PROJECT LOCATION

RE

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A301

BUILDING SECTION

1

A301

WALL SECTION

1

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

ABBREVIATIONS

1

A201

ELEVATION

ELEVTION NUMBER

SHEET NUMBER

2

3

41

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER 1TITLE1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

1

101

TAG IDENTIFICATIONDOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

101

OFFICEROOM IDENTIFICATION NUMBER

ROOM NAME

ROOM NUMBER

FLUSH CONTROLS ON APPROACH SIDE OF TOILET

42"12"

7" -9"

H.C

.

17"

MA

X.

24"

STD

.

27" M

IN

34"

MA

X

15" MIN.

6"

33"-

36"

15"

STD

.

17"-

19"

H.C

.

16"- 18"

18"

39"-

41"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/ 1-1/2" GAP FROM WALL (TYP)

TOILET PAPER MOUNTING AREA

VERT. GRAB BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINALLAVATORY OR VANITY SINK

COUNTER WHERE OCCURS

ACCESSIBLE SINK BOWL

MIN9"MIN

11"OFFSET WASTE

44"

MA

X.

KNEE CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER TOWEL & OTHER

DISPENSERS(PTD)

CLOTHESHOOKS

42"

AFF

TY

P SHELF

WASTERECEPTACLE

(WR)

HANDDRYER

DRINKING FOUNTAINS

HIGH-LOW

4" M

IN.

WA

TE

R F

LOW

39"

MIN

.

36"

MA

X.

SP

OU

T

17" MIN.

9" M

IN.

11" MIN.

27"

MIN

.

8" MIN.

CONTROLAREA

MAX.PLACEMENTFROM C.L. OF WALL

TRANSFER TYPE SHOWER

33"

- 36"

38"

MA

X.

48"

MA

X.

1/2"

MA

X.

15" 15"64

" S

TAN

DA

RD

HG

T

17"

- 19"

SHOWER SEAT

ROLL-IN TYPE SHOWER

60" MIN.HOSE

LENGTH

12"

12"

STAIRRAMP

TYPICAL RAMP & STAIR RAILINGS

12"

12"

1 1/2"

36"

TYPICAL SECTION

1 1/

2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

BA

SE

LIN

E O

F H

IGH

ES

T LI

NE

60"

8" MIN

38"

MA

X

MIRROR(MR)

BRAILLE

MOUNT SIGNAGE ON LATCH SIDE OF DOOR

MAX.PLACEMENTFROM C.L. OF WALL

15" 15"

60" MIN.HOSE

LENGTH

33"

- 36"

16" 27"

CONTROLAREA

38"

MA

X.

48"

MA

X.

RIM OF TUB

CONTROLAREA

8" -

10"

33"

- 36"

3"- 6

"

18"

MIN

.

TUB

5' -

3 1

/2"

FEC FE AND WALL

BRACKET

3' -

4"

4' -

0"

BF

4' -

5 5

/8"

ST

D

ST

D

1' -

11

3/4

"

BF

MA

X

2' -

10

"

4"

1' -

5 5

/8"

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

34"-

48"

LOCKSET/LATCH LOCATION

HARDWARE LEVER BF

MOUNTING HEIGHTS

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G002

GENERALNOTES

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MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OSB OREIENTED STRAND BOARD

OZ OUNCE

PC PRECAST

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

R RADIUS

RC RESILIENT CHANNEL

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

S & V STAIN & VARNISH

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FOOT/FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/W WALL TO WALL

W_x_ WIDE FLANGE SECTION

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

CENTERLINE

# NUMBER

& AND

/ PER

@ AT

L ANGLE

x BY (AS IN 2x4)

± PLUS OR MINUS

Ø DIAMETER

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CTR CENTER

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GLB GLU-LAM BEAM

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HTR HEATER

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH/INCHES

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KOP KNOCKOUT PANEL

KP KICKPLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FOOT/FEET

LL LIVE LOAD

LT LIGHT

LTG LIGHTING

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CONTROL POINT DATA

®

27TH AVENUE NORTH

DELTA AREA TRANSIT AUTHORITY

11,190 SQ.FT.

2901 27TH AVENUE N

ESCANABA, MI 49829

F.F.E = 629.45'

SHEET NOTES

LEGEND

UTILITY INFORMATION

A3

EXISTING SITE PLAN

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EXISTING/ DEMO

SITE PLAN

C100

BID

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CONTROL POINT DATA

®

27TH AVENUE NORTH

DELTA AREA TRANSIT AUTHORITY

11,190 SQ.FT.

2901 27TH AVENUE N

ESCANABA, MI 49829

F.F.E = 629.45'

SHEET NOTES

LEGEND

UTILITY INFORMATION

PROPOSED ADDITION

(CONFERENCE/ OFFICE)

A3

PROPOSED SITE PLANA4

PROPOSED HANDICAP PARKING

NO

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PROPOSED

SITE PLAN

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PERFORMANCEIDENT. NO. ITEM RATE PER Syd

GRADE REMARKS

HANDICAP PARKING SIGN, TYPE 1

®

A5

PROPOSED PAVEMENT DETAIL

B5

PROPOSED 5" SIDEWALK DETAIL

A3

PROPOSED SHRUB PLANTING DETAIL

B3

LAWN RESTORATION DETAIL

C5

EXPANSION JOINT DETAIL - SDWK

A1

HANDICAPPED PARKING SIGN DETAIL

C3

EXPANSION JOINT DETAIL - DOOR ENTC1

CONTROL JOINT DETAIL - SDWK

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BUILDING LOADSLIVE LOADS Floor Deflection Limits = L/360

LOAD TYPE

1. UNIFORM FLOOR LIVE LOAD (OFFICES)

2. UNIFORM FLOOR LIVE LOAD (LOBBIES AND FIRST FLOOR CORRIDORS)

ROOF SNOW LOADS Roof Deflection Limits = L/360

LOAD TYPE

1. GROUND SNOW LOAD, Pg

2. FLAT ROOF SNOW LOAD, Pf (NO REDUCTIONS PERMITTED)

3. UNBALANCED SNOW LOAD

50 psf

100 psf

4. LOAD TYPE

5. LOAD TYPE

60

60

N / A

N / A

N / A

SNOW LOAD FACTORS (NO REDUCTIONS PERMITTED)

1. SNOW EXPOSURE FACTOR LOAD, Ce

2. SNOW LOAD IMPORTANCE FACTOR, Is

3. THERMAL FACTOR, Ct

4. SLOPED ROOF FACTOR X / X PITCH

1.0

1.0

1.0

1.0

VALUE

WIND LOADS Lateral Story Drift Limits = L/360

LOAD OR VARIABLE

1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT)

115 MPH

II

B

16 psf

VALUE

5. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

6. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

20 psf

±0.18

EARTHQUAKE DESIGN DATALOAD VARIABLE

1. RISK CATEGORY

2. SEISMIC IMPORTANCE FACTOR, Ie

3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

5. SITE CLASS

6. SEISMIC DESIGN CATEGORY

II

1.0

0.055

0.019

VALUE

D

A

7. BASIC SEISMIC FORCE RESISTING SYSTEM

8. SEISMIC RESPONSE COEFFICIENT(s), Cs

9. RESPONSE MODIFICATION COEFFICIENT(s), R

10. ANALYSIS PROCEDURE: MINIMUM LATERAL FORCE ANALYSIS PROCEDURE, SECTION 1616.4

(NOTE #2 BELOW)

ASSUMED BEARING STRENGTH

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

2,000 psf

NOTES:

1. LOADS ARE BASED ON SECTION 16 OF MBC 2015 UNLESS OTHERWISE NOTED.2. WOOD FRAME & PLYWOOD ROOF DECK DIAPHRAGM

1. ALL FOOTINGS HAVE BEEN SIZED BASED ON AN ALLOWABLE BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT (psf). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING AND PROVIDING 2,000 psf BEARING CAPACITY AT THE PREPARED SITE FOR ALL FOOTINGS AND SLABS WITH LESS THAN 1/4" SETTLEMENTS. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

2. ALL EXCAVATED AREAS AROUND STRUCTURES SHALL BE BACKFILLED WITH GRANULAR MATERIAL. ALL FILL SLOPES SHALL BE PLACED IN 12" LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD.

FOUNDATIONS AND FOOTINGS:

NORMAL WEIGHT CONCRETEREBAR LAP LENGTHSCHEDULE, F'c=3,000 psi

BAR SIZE STANDARD CLASS A SPLICE

TOP BAR CLASS A SPLICE

STANDARD CLASS B SPLICE

TOP BAR CLASS B SPLICE

#3 16" 21" 21" 28"

#4 22" 28" 28" 37"

#5 27" 36" 36" 46"

#6 33" 43" 43" 56"

#7 48" 62" 62" 81"

#8 55" 71" 71" 93"

#9 62" 80" 80" 104"

#10 68" 89" 89" 116"

WIRE MESH IN SLABS

OVERLAP BETWEEN LAST CROSS WIRE OF EACH FABRIC=WIRE SPACING +2" = MIN 8" LAP

BASED OFF OF ACI 318-08

NORMAL WEIGHT CONCRETEREBAR LAP LENGTHSCHEDULE, F'c=3,500 psi

BAR SIZE STANDARD CLASS A SPLICE

TOP BAR CLASS A SPLICE

STANDARD CLASS B SPLICE

TOP BAR CLASS B SPLICE

#3 16" 20" 20" 26"

#4 21" 27" 27" 35"

#5 26" 33" 33" 43"

#6 31" 40" 40" 52"

#7 45" 58" 58" 75"

#8 51" 66" 66" 86"

#9 57" 75" 75" 97"

#10 64" 83" 83" 108"

WIRE MESH IN SLABS

OVERLAP BETWEEN LAST CROSS WIRE OF EACH FABRIC=WIRE SPACING +2" = MIN 8" LAP

BASED OFF OF ACI 318-08

NORMAL WEIGHT CONCRETEREBAR LAP LENGTHSCHEDULE, F'c=4,000 psi

BAR SIZE STANDARD CLASS A SPLICE

TOP BAR CLASS A SPLICE

STANDARD CLASS B SPLICE

TOP BAR CLASS B SPLICE

#3 15" 19" 19" 25"

#4 19" 25" 25" 33"

#5 24" 31" 31" 41"

#6 29" 37" 37" 49"

#7 42" 54" 54" 71"

#8 48" 62" 62" 81"

#9 54" 70" 70" 91"

#10 60" 78" 78" 101"

WIRE MESH IN SLABS

OVERLAP BETWEEN LAST CROSS WIRE OF EACH FABRIC=WIRE SPACING +2" = MIN 8" LAP

BASED OFF OF ACI 318-08

MASONRY REBAR LAPLENGTH SCHEDULE

BAR SIZE F'm=2,000 psi Fy=60,000 psi

#3 16"

#4 29"

#5 45"

#6 85"

#7

#8

BASED OFF OF ACI 530-11/ASCE 5-11/ TMS 402-11

116"

174"

1. ALL TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) NO. 2 OR BETTER. ALL TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS FOR TREATED LUMBER AND ASTM D1760 AND SHALL HAVE A MINIMUM RETENTION OF 0.4 FOR ABOVE GROUND USE AND 0.60 RETENTION FOR BELOW GRADE OR DIRECT EXPOSURE TO FRESHWATER.

2. ALL FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR (SPF) NO. 2 GRADE OR BETTER, UNLESS NOTED OTHERWISE.

3. ALL WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C. PROVIDE 2x4 BLOCKING AT ALL PANEL EDGES.

4. ALL LAMINATED-VENEER-LUMBER (LVL) SHALL HAVE THE MINIMUM FOLLOWING STRUCTURAL PROPERTIES:A. Fb > 2,800 psi B. Fv > 285 psi C. E > 2.0 E6 psi

5. ALL GLUED-LAMINATED TIMBER SHALL HAVE THE MINIMUM FOLLOWING STRUCTURAL PROPERTIES ACCORDING TO A 24F-V3 DESIGN SPECIFICATION WITH DOUG-FIR OR SOUTHERN PINE LAMINATIONS:A. Fb > 2,400 psi B. Fv > 165 psi C. E > 1.8 E6 psi

6. ALL PRE-ENGINEERED WOOD I-JOISTS SHALL BE MANUFACTURED BY iLEVEL WEYERHAUSER OR APPROVED EQUAL. REFER TO MANUFACTURERS SPECIFICATIONS FOR PROPER BLOCKING, BRIDGING AND NAILING REQUIREMENTS.

7. ALL ANCHOR BOLTS FOR TREATED WOOD SOLE PLATE TO FOUNDATION CONNECTIONS SHALL BE 1/2" Ø x 16" LONG AT 4'-0" O.C. AND SHALL BE CAST DIRECTLY INTO CONCRETE FOUNDATION OR SET IN REINFORCED CONCRETE GROUTED CMU CORE UNLESS NOTED OTHERWISE.

8. FRAMING SHALL BE IN ACCORDANCE WITH THE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.

9. METAL HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON STRONG-TIE OR EQUAL. USE HANGERS AS RECOMMENDED BY THE MANUFACTURER FOR THE USE.

10. SHEATHING/FLOORING SHALL BE APA GRADED AS FOLLOWS:A. ROOF SHEATHING: 5/8" MIN. 40/20, EXPOSURE 1B. WALL SHEATHING: 1/2" MIN. 32/16, EXPOSURE 1C. FLOOR SHEATHING: 3/4" MIN. STURD-I-FLOOR, EXPOSURE 1, T&G, GLUED

AND NAILED.

11. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER AND PROTECTED WITHIN THE BUILDING ENVELOPE (ADEQUATELY SHIELDED FROM DIRECT CONTACT WITH MOISTURE) SHALL BE STAINLESS STEEL OR GALVANIZED TO G60 PER ASTM A 924 REQUIREMENTS. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER LOCATED OUTSIDE OF THE BUILDING ENVELOPE OR EXPOSED TO MOISTURE SHALL BE STAINLESS STEEL OR GALVANIZED TO G90 PER ASTM A 924.

GENERAL WOOD FRAMING:

1. CONCRETE MASONRY SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION, PORTLAND CEMENT ASSOCIATION AND THE AMERICAN CONCRETE INSTITUTE CODES.

2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C90: HOLLOW LOAD BEARING, GRADE N, TYPE II, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi (NET AREA).

3. FACE BRICK SHALL CONFORM TO ASTM C216, TYPE FBS, GRADE SW.

4. MORTAR SHALL CONFORM TO ASTM C270, TYPES S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. (PROPORTION SPECIFICATIONS).

5. GROUT SHALL CONFORM TO ASTM C476, FINE OR COARSE TYPE AS APPROPRIATE, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. LOW LIFT GROUTING SHALL BE USED IN HEIGHTS OF LESS THAN FOUR FEET.

6. HORIZONTAL AND VERTICAL REINFORCING SHALL COMPLY WITH THE ABOVE CODES AND BE OF TYPE, SIZE AND SPACING INDICATED ON THE DRAWINGS. DEFORMED BARS SHALL COMPLY WITH ASTM A615, GRADE 60; COLD-DRAWN STEEL WIRE SHALL CONFORM TO ASTM A82, AND DEFORMED STEEL WIRE SHALL CONFORM TO ASTM A496. LAP JOINT REINFORCING 12" MIN.

7. CONCRETE MASONRY DESIGN PER ACE 530.1 SHALL BE PER THE UNIT STRENGTH METHOD WITH f`m=2,000 psi.

8. A DESIGN MIX FOR THE MORTAR AND GROUT SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION, IN ACCORDANCE WITH THE APPROPRIATE ASTM SPECIFICATIONS AND SHALL INCLUDE ACTUAL 28 DAY COMPRESSIVE STRENGTH TESTS.

9. TEST DATA ON THE PROPOSED MASONRY UNITS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. TEST RESULTS SHALL BE IN ACCORDANCE WITH THE APPROPRIATE ASTM SPECIFICATIONS AND INCLUDE ACTUAL COMPRESSIVE STRENGTH, ABSORPTION, WEIGHT, MOISTURE CONTENT, AND DIMENSIONS.

10. NORMAL MASONRY CONSTRUCTION WEATHER CONDITIONS ASSUME THE AIR TEMPERATURE TO BE BETWEEN 40 AND 90 DEGREES FAHRENHEIT WITH MINIMUM WIND AND RAIN, PLUS AVERAGE RELATIVE HUMIDITY. IF CONDITIONS OTHER THAN THESE OCCUR, THE CONTRACTOR SHALL MODIFY CONSTRUCTION PROCEDURES IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICES AND THE ABOVE NOTED CODES.

11. EXTERIOR WALLS SHALL BE CONSTRUCTED IN A WEATHERTIGHT MANNER WITH ALL NECESSARY FLASHING AND WEEPS.

MASONRY:

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. AND SPEICIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND/OR THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED, SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES NECESSARY TO ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.

3. THE GOVERNING BUILDING CODE IS THE MICHIGAN BUILDING CODE 2015.

4. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY.

5. CONTRACTOR IS RESPONSIBLE OT VERIFY ALL RELEVANT DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED MANUFACTURERS CERTIFIED EQUIPMENT DRAWINGS.

6. MECHANICAL FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO VERIFY EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR RECORD.

7. UNLESS NOTED OTHERWISE, REQUIREMENTS GIVEN FOR ONE OR MORE LOCATIONS ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE REQUIREMENTS GIVEN SHALL BE ADAPTED TO CONDITIONS AT SUCH OTHER LOCATIONS.

8. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS AND FOR COORDINATING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THOSE SHOWN ON THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES IN THE DIMENSIONS OCCUR, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BRING THE DISCREPANCY TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL. ANY METAL PARTS IN CONTACT WITH OTHER METAL PARTS SHALL BE OF A SIMILAR MATERIAL.

GENERAL STRUCTURAL NOTES:

1. THE ALLOWABLE LIVE LOAD DEFLECTION SHALL NOT EXCEED: L/360.

2. PRE-FABRICATED TRUSSES SHALL BE MANUFACTURERED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (TPI) STANDARDS. TRUSS MANUFACTURER IS RESPONSIBLE TO SPECIFY ALL TRUSS HANGERS UNLESS NOTED OTHERWISE.

3. TRUSS MANUFACTURERS SHALL HAVE A MINIMUM OF THREE (3) YEARS DOCUMENTED EXPERIENCE SPECIALIZING IN THIS TYPE OF WORK.

4. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER LICENSED IN MICHIGAN, FOR REVIEW & APPROVAL, PRIOR TO FABRICATION.

5. CONTRACTOR SHALL FIELD VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION.

6. CONTRACTOR SHALL INSTALL SIMPSON HURRICANE ANCHORS AT EACH END OF EACH TRUSS PER THE TABLE SHOWN BELOW UNLESS NOTED OTHERWISE.

SINGLE PLY 0'-25' H2.5ASINGLE PLY 26'-40' (2) H2.5ASINGLE PLY 41'-60' H15GIRDER TRUSSES ANY PER THE DRAWINGS

7. TRUSS MANUFACTURER SHALL DESIGN TRUSS BEARINGS FOR 425 psi ALLOWABLE BEARING PRESSURE. TRUSS MANUFACTURER SHALL ATTACH HEEL BLOCKS OR PROVIDE BEARING ENHANCERS AS NECESSARY TO MEET THIS REQUIREMENT.

8. CONTRACTOR SHALL INSTALL PANEL SHEATHING CLIPS (PSCL) BY SIMPSON (OR EQUAL) BETWEEN ALL HORIZONTAL PANEL EDGES. MAINTAIN A UNIFORM 1/8" SPACE BETWEEN ALL ADJACENT PANELS.

9. METAL PLATE CONNECTORS SHALL COMPLY WITH TPI 1, HOT-DIP GALVANIZED STEEL SHEET: ASTM A653/A653 M, G60 COATING DESIGNATION; DESIGNATION SS, GRADE 33, AND NOT LESS THAN 0.036 IN. THICK.

10. TPI HIB-91 "COMMENTARY AND RECCOMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES." INSTALL AND FASTEN PERMANENT BRACING DURING TRUSS ERECTION AND BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF PERMANENT BRACING WHERE TERMINATING AT WALLS OR BEAMS.

11. IN ADDITION TO ANY LATERAL BRACING WHICH IS REQUIRED BY THE TRUSS MANUFACTURER/SUPPLIER, THE CONTRACTOR SHALL PROVIDE AND INSTALL PERMANENT DIAGONAL STABILITY BRACING FOR ALL COMPRESSION WEBS AND PRIMARY TOP CHORDS OF PIGGY BACK TRUSSES OR OTHER MEMBERS WHICH REQUIRE BRACING TO REDUCE THEIR BUCKING LENGTH. THIS BRACING SHALL CONSIST OF 2x4's ATTACHED TO EACH WEB MEMBER WITH NOT LESS THAN 2 - 16d NAILS. BRACING SHALL EXTEND ON A 45 DEGREE DIAGONAL FROM THE TOP TO BOTTOM OF THE WEBS. FOR EACH BRACED MEMBER, DIAGONALS SHALL BE INSTALLED IN CHEVRON PAIRS WITH ONE PAIR OF DIAGONALS AT EACH END OF THE SERIES OF TRUSSES AND NOT MORE THAN 20 FEET BETWEEN PAIRS.

PRE-FABRICATED TRUSSES:

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS I GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY THE MODIFIED PROCTOR METHOD.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF SIX (6) INCHES UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS AND "FOUNDATIONS NOTE 1."

3. ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE CONDITIONS PROHIBIT. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE BACKFILLED WITH MDOT CLASS II GRANULAR FILL COMPACTED 98% MAXIMUM DENSITY.

4. THE SOIL BORING LOGS PRESENTED ON THE PLAN SHEETS REPRESENT POINT INFORMATION ONLY. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN AT THE EXACT LOCATION OF THE BORING.

5. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR INSPECTION AND/OR ALTERNATE FOUNDATION/FOOTING DESIGN.

SOILS:

1. ALL STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ISSUE OF THE AMERICAN INSTITUTE OF STEEL CONSTUCTION (AISC) SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS.

2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy = 50 ksi, EXCEPT FOR ANGLES, CHANNELS AND PLATE, WHICH SHALL CONFORM TO ASTM A 36, Fy = 36 ksi.

3. ALL HOLLOW SECTIONS (HSS) SHALL CONFORM TO ASTM A500, Fy = 46 ksi.

4. ALL COLUMN ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36, UNLESS OTHERWISE NOTED.

5. ANCHOR BOLTS AND BASE PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING WORK, PRESET BY TEMPLATES OR SIMILAR METHODS. GALVANIZED BOLTS IN ACCORDANCE WITH ASTM A123 OR ASTM A153 AFTER FABRICATION IF SO LABELED.

6. SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE MADE BY WELDING OR HIGH STRENGTH BOLTING. BOLTED CONNECTIONS SHALL CONFORM TO ASTM A325-X USING LOAD INDICATOR WASHERS (LIW) OR LOAD INDICATOR BOLTS (LIB). UNLESS OTHERWISE NOTED, BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITY TO SUPPORT A REACTION R EQUAL TO HALF THE SHEAR CAPACITY OF THE BEAM. USE 3/4" Ø BOLTS, E70XX 1/4" WELD, AND 5/16" ANGLE THICKNESS.

7. WELDED CONNECTIONS SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE. ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 ksi (E70 ELECTRODE) USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE WITH AWS SPECIFICATIONS. ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF WELDING PROCESS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE.

STRUCTURAL STEEL:1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALLGOVERN.

2. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS: 3,000 psiB. WALLS, COLUMNS, STRUCTURAL CONCRETE: 4,000 psiC. INTERIOR SLABS ON GRADE: 3,500 psiD. EXTERIOR SLABS ON GRADE: 4,000 psi

3. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy=60,000 psi). ALL WELDED WIRE FABRIC (WWF) SHALL BE IN ACCORDANCE WITH ASTM A185 (65,000 psi).

4. REINFORCEMENT PROTECTION SHALL BE AS FOLLOWS:CONCRETED POURED AGAINST EARTH 3"ALL OTHER CONCRETE 2"

5. CONTRACTOR SHALL PROVIDE CORNER BARS OF EQUAL OR GREATER SIZE TO HORIZONTAL WALL REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS OF CONCRETE FOUNDATIONS.

6. ALL WELD PLATES AND MISCELLANEOUS STEEL SHALL BE Fy = 36 ksi

7. WELDED CONNECTIONS SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE AND US 60 ksi ELECTRODES.

8. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING CONCRETE. DRILLING AND GROUTING IS ACCEPATBLE AND SUBJECT TO ENGINEER APPROVAL.

9. FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

10. FIELD BEND BARS COLD. DO NOT FIELD BEND BARS WITH HEAT OR BARS PARTIALLY EMBEDDED IN CONCRETE.

11. ALL EXTERIOR CONCRETE INCLUDING WALLS SHALL BE AIR-ENTRAINED.

12. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR FINISHES, SLOPES, FLOOR DRAINS, ETC. NOT SHOWN ON FOUNDATION PLANS.

13. THE CONCRETE FLOOR SLAB SHALL BE CUT WITH A 1/4" WIDE x 1-1/2" DEEP SAW-CUT PER PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A PLAN TO THE ENGINEER /ARCHITECT FOR APPROVAL. ALL SAW-CUT JOINTS SHALL BE FILLED WITH SEALANT PER SPECIFICATIONS. PERFORM CUTTING IMMEDIATELY AFTER PLACEMENT OF CONCRETE WHEN CONCRETE CAN SUPPORT REQUIRED EQUIPMENT. SAW-CUTTING SHALL OCCUR WITHIN 24 HOURS AFTER PLACEMENT. SAW-CUT JOINTS TO BE STRAIGHT AND TRUE.

14. PROVIDE 10-MIL VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.

CAST-IN-PLACE CONCRETE:

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CONC. STEMWALL w/ BRICK SHELF(3) #5 HORIZ BARS EQ SPA &#5 VERTICAL BARS @ 48"O.C.INTO 24" x 12" FTG w/ (2) #5 BARS LONGITUDINAL (TYP.)

20"x20" CMU COLUMN BASE w/ VERT. #5 BARS @ CORNERS INTO 24x24x12 PAD w/ (3) #5 BARS E.W.TYP. OF (2)

4" CONC. SLAB w/ 6x6 - W1.4 x W1.4 WWR @ CTR.

39' - 8"

15' -

9"

4" C

ON

C. S

LAB w

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DOWEL #5 BARS EQ SPAEMBED INTO EX STEMWALL 6 INCHES MIN

(3) 2x6(3

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PREMANUFACTURED TRUSSES @ 24" O.C.

12"x12"x3/4" BASE PLATE w/(4) 1/2" Ø x 12" ABs &2" NON-SHRINK GROUTTOP: SIMPSON CCOQ5-SDS2.5 TYP. OF (2)

@ 24" O

.C.

PREM

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(3) 2x6

(3)

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(3)

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(2)

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NEW EXTERIOR WALL FMG:2x6 @ 16" OC, TYP.

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AREAS OF OVERFRAMING ±4.5:12

(2) 2x6

(2) 2

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SIMPSON H2.5A TIE MIN. TYP.

APPROX. LOCATION OF RTU-1SEE SHEET M601FOR DIMENSIONSAND WEIGHT

1 2 3 4 5

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1/8" = 1'-0"C3FOUNDATION PLAN

1/8" = 1'-0"A3FRAMING PLAN

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DEMO ROOF TO FACE OF WALL

DEMOLITION KEY NOTES

<NOT USED>

DEMO WALL AND ALL ATTACHMENTS (TRIM, BUILT-IN FURNISHINGS, ELECTRICAL, ETC.).DEMO FINISH FLOOR, BASE, & DROP CEILING ASSEMBLY ALONG WALL SUFFICIENT TO ALLOW SEAMLESS PATCHING w/ NEW MATERIAL

DEMO WINDOW UNIT

DEMO DOOR & FRAME

7 DEMO AREA OF WALL FOR NEW OPENING

DEMO PASS-THRU COUNTER

DEMO EXISTING SLAB FOR NEW PLUMBING (HATCHED AREA)NOTE: SUBJECT TO FIELD VERIFICATION OF EXISTING UNDERSLAB PIPING

2(5)

DEMO WINDOWS

8

2

8

8

DEMO EXISTING SLAB ENTRY9

9

4

BELOWWINDOW

4

BELOWWINDOW

4

BELOWWINDOW

EXISTING 2-HOUR RATEDCMU WALL SEPARATNG OFFICES FROM GARAGE

DEMO EXISTING CORNER POSTS10

10

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1 2 3 4 5

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A201A4

A201

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CONFERENCE116

OFFICE115

VESTIBULE101A

BREAK103

DISPATCH108

FLEX109

OFFICE113

OFFICE112

CLO.110

BOILER111

WOMEN106

MEN105

OFFICE114

VEST.107A

CORRIDOR107

CORRIDOR102

LOBBY101

TOILET104

A201 A1

107A.2

101A.2

116.

1

101A.1

107A.1

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2

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B5

A101

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(4)

REPLACE WINDOWS

E5

D5C5

18

' - 8

"

2' -

0"

4' -

0"

2' -

0"

4' -

0"

4' - 8"4' - 0"8' - 8"4' - 0"

8' -

0"

3' -

4"

8"

8' - 0"

8"

8' - 0"

1' - 4"

10' - 0"

1' -

4"

16' -

0"

2' -

0"

3' -

4"

2' -

8"

1' - 4"

3' - 6"

4' -

0"

1

6' -

6"

4' -

8"

4

101C.1

D3

A301

PATCH AND FINISH TO MATCH EXISTING ADJACENT FLOORINGWHERE SLAB REMOVED TO ACCOMMODATE NEW PLUMBING

A3

A301

A101 B1

FIN

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. 4

' - 0

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FIN.MIN. 12"

6' -

7"

8' - 8" 4' - 0"

EXISTING 2-HOUR RATEDCMU WALL SEPARATNG OFFICES FROM GARAGE

10

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110

.2

115

.7

5' -

0"

SB48

PTD

B48

W48 W48

TPD

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GB

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MR 24x36

5' - 0"

PTD

WR

2' -

10

"

B42

PLAM COUNTERTOP

W33W33

1' -

0"

3' -

6"

EXTG EXISTING. PATCH DEMOED/ DAMAGED AREAS TO MATCH EXISTING ADJACENT

ACT-1 STANDARD ACOUSTIC CEILING TILEACT-2 HIGH NRC ACOUSTIC CEILING TILE

CPT 2X2 CARPET TILE

LVT LUXURY VINYL TILE

EP EPOXY FLOOR

VB VINYL BASE

PNT-1 EGGSHELLPNT-2 GLOSS

1 2 3 4 5

1 2 3 4 5

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1/4" = 1'-0"A1PROPOSED ADMINISTRATION AREA PLAN

1/4" = 1'-0"B5103 N

1/4" = 1'-0"E5101C NE

1/4" = 1'-0"D5101C SE

1/4" = 1'-0"C5101C SW

1/4" = 1'-0"B1116E

ROOM SCHEDULE

ROOM NAME ROOM NUMBER

FLOOR WALLS CEILING

REMARKSFINISH BASE NORTH SOUTH EAST WEST MATERIAL

LOBBY 101 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

VESTIBULE 101A EP EP PNT-1 PNT-1 PNT-1 PNT-1 ACT-1

CORRIDOR 102 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

BREAK 103 LVT VB PNT-1 PNT-1 PNT-1 PNT-1 EXTG

TOILET 104 EP EP PNT-2 PNT-2 PNT-2 PNT-2 ACT-1

MEN 105 EP EP PNT-2 PNT-2 PNT-2 PNT-2 EXTG

WOMEN 106 EP EP PNT-2 PNT-2 PNT-2 PNT-2 EXTG

CORRIDOR 107 LVT VB PNT-1 PNT-1 PNT-1 PNT-1 EXTG

VEST. 107A EP EP PNT-1 PNT-1 PNT-1 PNT-1 ACT-1

DISPATCH 108 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

FLEX 109 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

CLO. 110 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

BOILER 111 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

OFFICE 112 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

OFFICE 113 EXTG EXTG PNT-1 PNT-1 PNT-1 PNT-1 EXTG

OFFICE 114 LVT VB PNT-1 PNT-1 PNT-1 PNT-1 ACT-1

OFFICE 115 LVT VB PNT-1 PNT-1 PNT-1 PNT-1 ACT-1

CONFERENCE 116 LVT VB PNT-1 PNT-1 PNT-1 PNT-1 ACT-2

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D C C C C C C C C

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A.1

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NEW EXISTING

C C ACCCC

101

A.1

B

A

B

REPLACE WINDOWSON SOUTH ELEVATION

(3 SUCH)

1 2 3 4 5

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1/8" = 1'-0"C4ENTRY ELEVATION

1/8" = 1'-0"A4EAST ELEVATION

1/8" = 1'-0"C1NORTH ELEVATION

1/8" = 1'-0"A1WEST ELEVATION

NO SCALED3ENTRY ROOF VIEW

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TOF95' - 8"

FLOOR100' - 0"

TRUSS BRG111' - 6 3/4"

9' -

0"

A301A5

INFILL WINDOW OPENINGS AS INDICATED IN PLAN

TOF95' - 8"

FLOOR100' - 0"

5.125"x9" GLB

9' -

0"

EX. GLB

COMP. ASPHALT SHINGLE o/5/8" SHEATHING ONPREMANU. TRUSSES @ 24" OC

METAL PANELINFILTRATION BARRIER5/8" SHEATHING

METAL PANELINFILTRATION BARRIER5/8" SHEATHING

FLASHING w/ DRIP EDGE, TYP.

FLASH o/ EXT'G ROOF

VENTILATED METAL SOFFIT PANELS

24x24x12 PAD w/ (3) #5 BARS E.W.

2" NON-STRUCTURAL CONC. CAP

HSS 4x4x1/4

12"x12"x3/4" BASE PLATE w/(4) 1/2" Ø x 12" ABs &2" NON-SHRINK GROUT

SIMPSON CCOQ5-SDS2.5

20"x20" CMU COLUMN BASE w/ VERT. #5 BARS @ CORNERS

CONFIRM EXT'G RIGID INSUL @ ENTRY

HM-1 HM-2

SE

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SCHEDULE

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2"

2" 2"

SE

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CH

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SCHEDULE

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4"

HM-3

SE

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CH

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4"

2" TYP.

SCHEDULE

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EXTG. OPEN'G

AL-2

SE

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CH

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4"

AL-3

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4"

2" TYP.

SCHEDULE

SEE

EXTG. OPEN'G

F N HG FG

6" 6"

SE

E S

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SE

E S

CH

ED

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6" 6"

SE

E S

CH

ED

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SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE

6" 6"

SE

E S

CH

ED

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10"

6"

6"

2' -

6"

6"

2' -

6"

FLOOR

BOTTOM OF STRUCTURE

CEILING

1

3-5/8" STEEL STUDS @ 16" OC5/8" GWB EA SIDE ACOUSTICAL BATT INSUL

DEFLECTION TRACK (TYPICAL)

WALL NOTES:

1. ALL INTERIOR METAL STUD PARTITIONS TO RECEIVE FULL THICKNESS FIBERGLASS BATT SOUND INSULATION. SET STUD TRACKS IN CONTINUOUS BED OF ACOUSTIC SEALANT, TOP AND BOTTOM, PROVIDE CONTINUOUS ACOUSTIC SEALANT AT TOP AND BOTTOM OF GWB.

2

2. DIMENSIONS ON FLOOR PLANS ARE TYPICALLY TO THE FACE OF MASONRY OR TO FACE OF STUD, AS APPLICABLE.

3

5/8" GWBSTEEL STUDS @ 16" OCAIR SPACE w/ACOUSTICAL BATT INSULSTEEL STUDS @ 16" 5/8" GWB

6" STEEL STUDS @ 16" OC5/8" GWB EA SIDE ACOUSTICAL BATT INSUL

INFILL DEMOED WINDOW ROs

4

INFILL DEMOED WINDOW RO

5/8" GWB INTERIORSTUDS @ 16" OCINSULATIONCMU BLOCK - MATCH EXT'G

TOF95' - 8"

FLOOR100' - 0"

TRUSS BRG111' - 6 3/4"

4" SPLIT-FACE CMU1" MIN. AIRSPACE1" RIGID INSULATION (R-5 MIN.)5/8" SHEATHING2x6 @ 16" O.CBATT INSULATION (R-19 MIN.)5/8" GWB

EPDM MEMBRANE o/R-30 RIGID INSUL

2X BLOCKING

FLASHING w/ DRIP EDGE

PREMANUFACTURED WOOD TRUSSES PER STRUCTURAL

MCDM

FLASHING

WEEPS @ 24" OC

CONC. STEMWALL w/ BRICK SHELF

4" RIGID INSULATION (R-20 MIN.)

2' - 0"

4" CONC. SLAB w/ 6x6 - W1.4 x W1.4 WWR @ CTR.

SUSPENDED CEILING

METAL PANELINFILTRATION BARRIER5/8" SHEATHING

VENTILATED METAL SOFFIT PANEL o/ 2x FRAMING

2' - 0"

1' -

0"

.

(3) #5 HORIZ BARS EQ. SPA.

#5 VERTICAL BARS @ 48" OC

(2) #5 BARS LONG.

GROUT SOLID BELOW WEEPS

12"

2' -

10

"

SEE SCHEDULE

SE

E S

CH

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EQ. EQ. EQ.

4"

PASS-THRU

1 2 3 4 5

1 2 3 4 5

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SECTIONSSCHEDULES

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3/8" = 1'-0"D3SECTION @ NEW CONFERENCE ROOM

3/8" = 1'-0"A3SECTION @ ENTRY

1/4" = 1'-0"

DOOR FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

WALL LEGEND

DOOR & FRAME SCHEDULE

DOORNO.

DOOR FRAME

HDWRSET COMMENTSTYPE MATERIAL

SIZE

ELEVWIDTH HEIGHT THK.101A.1 FG AL 3' - 0" 7' - 0" 1 3/4" AL-2 1

101A.2 FG WD 3' - 0" 7' - 0" 1 3/4" HM-3 2A CARD READER

101C.1 F WD 3' - 0" 7' - 0" 1 3/4" HM-2 3

107A.1 HG AL 3' - 0" 7' - 0" 1 3/4" AL-3 1A CARD READER

107A.2 N WD 3' - 0" 7' - 0" 1 3/4" HM-1 2

110.1 F WD 3' - 0" 7' - 0" 1 3/4" HM-1 5

114.1 N WD 3' - 0" 7' - 0" 1 3/4" HM-1 4

115.1 N WD 3' - 0" 7' - 0" 1 3/4" HM-1 4

116.1 HG WD 3' - 0" 7' - 0" 1 3/4" HM-3 6 CARD READER

116.2 HG WD 3' - 0" 7' - 0" 1 3/4" HM-1 4

WINDOW SCHEDULE

MARK MATERIAL

R.O.

OPERATION COMMENTSW HA AL 4' - 0" 4' - 0" GLIDER REPLACE EXISTING; TINTED EXTERIOR WINDOW

B AL 4' - 3" 2' - 3" FIXED REPLACE EXISTING; TINTED EXTERIOR WINDOW

C AL 4' - 0" 5' - 0" FIXED TINTED EXTERIOR WINDOW

D AL 4' - 0" 4' - 0" GLIDER TINTED EXTERIOR WINDOW

E AL 8' - 0" 4' - 0" FIXED, PASS-THRU TRAY BELOW INTERIOR WINDOW

F AL 4' - 6" 5' - 0" FIXED, ONE-WAY MIRROR GLASS INTERIOR WINDOW

3/4" = 1'-0"A5TYPICAL WALL SECTION

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102, 108, 110.2, 115.7 ADD CARD READER TO EXISTING DOOR 7 CARD READER

1/4" = 1'-0"

WINDOW E

1 2 3 4 5

1 2 3 4 5

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1/4" = 1'-0"A1 REFLECTED CEILING PLAN

PLUMBING PIPING MECHANICAL PIPING

DUCTWORK

CDS

CDR

CHWS

CHWR

CDS

CDR

CHWR

CHWS

AIR

ST

G

GAIR

HWR

HWR

HWS

HWS

FP

FP

ST

V

V

SAN

HWC

SAN

EA24x14

EA24x14

EA24x14

HW

CW

HWC

OA24x14

OA24x14

OA24x14

RA24x14

SA24x14

SA24x14

SD

SA24x14

RA24x14

RA24x14

CW

HW

CDR

CDS

CHWR

CHWS

HWR

HWS

G

AIR

FP

ST

CW

V

SAN

HWC

HW

HYDRONIC HOT WATER SUPPLY - NEW

HYDRONIC HOT WATER SUPPLY - EXISTING

HYDRONIC HOT WATER SUPPLY - DEMO

HYDRONIC HOT WATER RETURN - NEW

HYDRONIC HOT WATER RETURN - EXISTING

HYDRONIC HOT WATER RETURN - DEMO

COMPRESSED AIR - NEW

COMPRESSED AIR - EXISTING

COMPRESSED AIR - DEMO

GAS - NEW

GAS - EXISTING

GAS - DEMO

DOMESTIC COLD WATER - EXISTING

DOMESTIC COLD WATER - DEMO

DOMESTIC COLD WATER - NEW

DOMESTIC HOT WATER - EXISTING

DOMESTIC HOT WATER - DEMO

DOMESTIC HOT WATER - NEW

DOMESTIC HOT WATER RECIRC - EXISTING

DOMESTIC HOT WATER RECIRC DEMO

DOMESTIC HOT WATER RECIRC - NEW

SANITARY - EXISTING

SANITARY - DEMO

SANITARY - NEW

VENT - EXISTING

VENT - DEMO

VENT - NEW

STORM - EXISTING

STORM - DEMO

STORM - NEW

FIRE PROTECTION - EXISTING

FIRE PROTECTION - DEMO

FIRE PROTECTION - NEW

ABBREVIATIONS

PIPING "T"

PIPING 90

STRAINER

SYMBOL LEGEND

CAP

NOTES

INLINE PUMP

BALANCE VALVE

PRESSURE RELIEF VALVE

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

GLOBE VALVE

GATE VALVE

CHECK VALVE

CIRCUIT SETTER

BUTTERFLY VALVE

BALL VALVE

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

RETURN AIR DUCT UP

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT UP

AIR FLOW

HUMIDISTAT - 60" A.F.F.

THERMOSTAT - 60" A.F.F.

DUCT SMOKE DETECTOR

MOTORIZED DAMPER

FIRE / SMOKE DAMPER(RATING DETERMINED BY WALL TYPE)

VOLUME CONTROL DAMPER

SQUARE TO ROUND TRANSITION

RETURN OR EXHAUST REGISTER

SUPPLY REGISTER

RELIEF AIR HOOD - ROOF

FRESH AIR INTAKE HOOD - ROOF

EXHAUST FAN - ROOF

RETURN OR EXHAUST AIR GRILLE

LINEAR DIFFUSER

SUPPLY AIR DIFFUSER PIPE BREAK

PIPE DOWN

PIPE UP

CLEAN OUT

GAS METER

UNION

HOSE BIBB

ELECTRIC BELL

SIAMESE CONNECTION

BARE FIN TUBE ELEMENT

FIN TUBE ELEMENT WITH COVER

EXTERNALLY INSULATED DUCTWORK

INTERNALLY LINED DUCTWORK

SUPPLY AIR DUCT - EXISTING

SUPPLY AIR DUCT - DEMO

SUPPLY AIR DUCT - NEW

RETURN AIR DUCT - EXISTING

RETURN AIR DUCT - DEMO

RETURN AIR DUCT - NEW

OUTSIDE AIR DUCT - EXISTING

OUTSIDE AIR DUCT - DEMO

OUTSIDE AIR DUCT - NEW

EXHAUST AIR DUCT - EXISTING

EXHAUST AIR DUCT - DEMO

EXHAUST AIR DUCT - NEW

CONDENSOR WATER SUPPLY

CONDENSOR WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSOR WATER SUPPLY - DEMO

CONDENSOR WATER SUPPLY - EXIST

CONDENSOR WATER RETURN - DEMO

CONDENSOR WATER RETURN - EXIST

CHILLED WATER SUPPLY - DEMO

CHILLED WATER SUPPLY - EXIST

CHILLED WATER RETURN - DEMO

CHILLED WATER RETURN - EXIST

METER

CONNECTION TO EXISTING

ACCU AIR COOLED CONDENSING UNITAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAI ANALOG INPUTAO ANALOG OUTPUTAPD AIR PRESSURE DROPAS AIR SEPERATOR

B BOILERBB BASEBOARDBC BOOSTER COILBDD BACKDRAFT DAMPERBFG BELOW FINISHED GRADEBFP BACKFLOW PREVENTERBHP BRAKE HORSE POWERBOD BOTTOM OF DUCTBOP BOTTOM OF PIPEBT BATH TUBBTU BRITISH THERMAL UNITSBTUH BRITISH THERMAL UNITS PER HOUR

C CONVECTORCA COMPRESSED AIRCB CATCH BASINCC COOLING COILCCF 100 CUBIC FEETCD CEILING DIFFUSERCF CUBIC FEETCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECFP CLEAN OUT FERRULE AND PLUGCH CHILLERCI CAST IRONCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCO CLEAN OUTCO CARBON MONOXIDECOND CONDENSATECO2 CARBON DIOXIDECT COOLING TOWERCU CONDENSING UNITCU FT CUBIC FOOTCUH CABINET UNIT HEATERCW COLD WATERCWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLY

D DIFFUSERDB DRY BULBDEG F DEGREE FAHRENHEITDF DRINKING FOUNTAINDI DIGITAL INPUTDIA DIAMETERDN DOWNDO DIGITAL OUTPUTDWV DRAIN, WASTE AND VENT

EA EACHEAT ENTERING AIR TEMPERATUREEC ELECTRICAL CONTRACTOREF EXHAUST FANEG EXHAUST AIR GRILLEELEV ELEVATIONER EXHAUST AIR REGISTEREUH ELECTRIC UNIT HEATEREWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEX EXISTINGEXH EXHAUST

F FURNACEFAI FRESH AIR INTAKEFBO FURNISHED BY OTHERSFC FAN COILFD FLOOR DRAINFD FIRE DAMPERFIN FIN TUBE RADIATIONFLG FLANGEFP FIRE PROTECTIONFPM FEET PER MINUTEFT FOOT OR FEETF&T FLOAT AND THERMOSTATIC TRAP

G GAS (NATURAL)GAL GALLONGC GENERAL CONTRACTORGPH GALLONS PER HOURGPM GALLONS PER MINUTEGT GREASE TRAP

H HYDROGENHB HOSE BIBBHC HEATING COILHCO HORIZONTAL CLEANOUTHP HORSE POWERHTR HEATERHVAC HEATING, VENTILATING & AIR CONDHW HOT WATERHWC HOT WATER RECIRCULATINGHWR HOT WATER RETURNHWS HOT WATER SUPPLYHX HEAT EXCHANGER

IE INVERT ELEVATIONIF INLINE FANIN INCH OR INCHESIP IRON PIPEINV INVERTIWH INSTANTANEOUS WATER HEATER

JAN JANITORJC JANITOR'S CLOSETJS JANITOR'S SINK

LAT LEAVING AIR TEMPERATURELAV LAVATORYLBS POUNDSLHWR LOW TEMPERATURE HOT WATER RETURNLHWS LOW TEMPERATURE HOT WATER SUPPLYLIQ LIQUID (REFRIGERATION)LV LOUVERLP PROPANE GAS (LIQUID)LWT LEAVING WATER TEMPERATUREM METERMAU MAKE-UP AIR HANDLING UNITMAX MAXIMUMMB MOP BASINMBH BRITISH THERMAL UNITS (1000)MBTUH BRITISH THERMAL UNITS (1000)MC MECHANICAL CONTRACTORMCA MINIMUM CIRCUIT AMPACITYMD MOTORIZED DAMPERMECH MECHANICALMIN MINIMUMMOCP MAXIMUM OVER CURRENT PROTECTION

OA OUTDOOR AIROAI OUTDOOR AIR INTAKEOC ON CENTEROD OVERFLOW DRAINODP OPEN DRIP PROOFOXY OXYGEN

P PUMPPC PLUMBING CONTRACTORPD PNEUMATIC OPERATED DAMPERPIV POST INDICATING VALVEPRV PRESSURE REDUCING VALVEPT PRESSURE TEMPERATURE PLUGPTAC PACKAGED TERMINAL AIR COND. UNITPVAC PROCESS VACUUM

S SINKSA SUPPLY AIRSAD SUPPLY AIR DIFFUSERSAF SUPPLY AIR FANSAN SANITARY SEWERSD SMOKE DETECTORSG SUPPLY AIR GRILLESH SHOWER HEADSHC STEAM HEATING COILSR SUPPLY REGISTERSS STAINLESS STEELST STORMSTM STEAMSUCT SUCTION (REFRIGERATION)

TCC TEMPERATURE CONTROL CONTRACTORTCD TEMPERATURE CONTROL DAMPERTCP TEMPERATURE CONTROL PANELTD TRANSFER DUCTTG TRANSFER AIR GRILLETT THERMOSTATIC TRAPTYP TYPICAL

UG UNDERGROUNDUH UNIT HEATERUV UNIT VENTILATOR

V VENTVAC VACUUMVAV VARIABLE AIR VOLUME BOXVD VOLUME DAMPERVFD VARIABLE FREQUENCY DRIVEVS VENT STACK (SANITARY)VTR VENT THRU ROOF (SANITARY)VUV VERTICAL UNIT VENTILATOR

W WASTEWB WET BULBWC WATER CLOSETW/O WITHOUTWH WATER HEATERWSHP WATER SOURCE HEAT PUMP

NOTE:NOT ALL ABBREVIATIONS AND/OR SYMBOLS ARE USED IN THIS SET OF DOCUMENTS.

N2O NITROUS OXIDENC NORMALLY CLOSEDNIC NOT INCLUDED OR NOT IN CONTRACTNIT NITROGENNO NORMALLY OPEN

KW KILOWATT

R REGISTERRA RETURN AIRRD ROOF DRAINRET RETURNRF RETURN FANRG RETURN AIR GRILLERPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTERRR RETURN REGISTERRTU ROOF TOP UNIT

MECHANICAL/PLUMBING AND FIRE PROTECTION GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND OPERATIONS AND PERFORM ALL LABOR REQUIRED FOR INSTALLATIONS AS INDICATED THE DRAWINGS, IN THE SPECIFICATIONS AND AS REQUIRED BY LOCAL, STATE AND FEDERAL CODES, AND AS MAY BE REASONABLY IMPLIED TO ACCOMPLISH COMPLETE MECHANICAL SYSTEMS.

2. ALL CLOSE ELECTRICAL DISCONNECTS REQUIRED PER NEC CODE SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL PROVIDE PRODUCTS AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS, HOWEVER, WHERE THE WORDS "EQUAL TO" ARE USED, ADDITIONAL PRODUCTS MAY BE SUBMITTED AS PROPOSED SUBSTITUTIONS, BUT REQUIRE APPROVAL FROM ARCHITECT/ENGINEER.

4. DESIGN DRAWINGS SHOW GENERAL ARRANGEMENT AND EXTENT OF WORK. THE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT NECESSARILY BE DRAWN TO SCALE FOR PURPOSE OF CLARITY AND LEGIBILITY. IT IS INTENDED THAT ALL ITEMS BE LOCATED SYMMETRICALLY WITH ARCHITECTURAL ELEMENTS WHERE FEASIBLE AND BE INSTALLED TO AVOID OBSTRUCTIONS AND PRESERVE HEADROOM. CONTRACTOR SHALL REVIEW PLANS OF OTHER TRADES WITH HIS OWN WORK TO AVOID CONFLICTS AND INTERFERENCES. CONTRACTOR MUST MAKE USE OF ALL SOURCES OF INFORMATION INCLUDING DRAWINGS OF EQUIPMENT FURNISHED BY OTHERS. FAILURE TO REVIEW WORKING SPACES OR CHECK DIMENSIONS IN QUESTION SHALL NOT WARRANT CONFLICTS. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY.

5. MOTORS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AS REQUIRED BY THE EQUIPMENT FURNISHED BY THE MECHANICAL CONTRACTOR. MOTORS TO BE SUITABLE FOR LOAD, DUTY, VOLTAGE, FREQUENCY, HAZARD, SERVICE AND LOCATION INTENDED. SINGLE PHASE MOTORS MUST HAVE INTEGRAL THERMAL OVERLOAD PROTECTION IN ADDITION TO THAT PROVIDED IN MOTOR CONTROLLERS. MOTORS TO CONFORM IN DESIGN AND PERFORMANCE TO THE MOTOR STANDARDS OF NEMA. MOTORS RATED FOR CONTINUOUS DUTY UNDER FULL LOAD WITH A MAXIMUM TEMPERATURE RISE OF 105 DEG F FOR OPEN, 125 DEG F FOR DRIP PROOF AND 130 DEG F FOR EXPLOSION PROOF AND TOTALLY ENCLOSED TYPES. SUPPLY MOTORS WITH BELT DRIVES WITH ADJUSTABLE BASES, REMOVABLE BELT GUARDS AND VARIABLE PITCH DRIVE PULLEY SELECTED SO THAT MIDPOINT OF VARIABLE RANGE OF PULLEY WILL DRIVE EQUIPMENT AT RATED SPEED. MOTORS 1 HP AND LARGER SHALL BE THREE PHASE (UNLESS OTHERWISE LISTED).

6. MOTOR CONTROLLERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FOR MOTORS FURNISHED BY THE MECHANICAL CONTRACTOR. MOTOR CONTROLLERS SHALL BE OF SIZES AND TYPES AS NEEDED TO MEET THE OPERATIONAL CONDITIONS AS REQUIRED BY THE SEQUENCE OF OPERATION. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL THE POWER CIRCUIT, LOCAL DISCONNECT AND CONNECTION TO MOTOR TERMINALS. MECHANICAL CONTRACTOR TO MOUNT MOTOR CONTROLLERS AND CONTROL COMPONENTS AND WIRE AND MAKE ALL FINAL CONTROL CONNECTIONS BETWEEN DEVICES.

7. THE DRAWINGS INDICATE KNOWN UTILITY AND DRAINAGE LINES IN ACCORDANCE WITH THE INFORMATION FURNISHED TO THE ENGINEER. RESPONSIBILITY FOR LOCATING, UNCOVERING, DISPOSING OR MAINTAINING ALL EXISTING UTILITY LINES TO REST SOLELY WITH THE CONTRACTOR. VERIFY LOCATIONS AND DEPTHS OF SERVICE CONNECTION POINTS BEFORE PROCEEDING WITH CONSTRUCTION.

8. CONTRACTOR SHALL CHECK EXISTING PREMISES BEFORE SUBMISSION OF BIDS TO CHECK ALL CONDITIONS WHICH MAY EFFECT THE PERFORMANCE OF THE WORK INVOLVED. NO ALLOWANCES OR EXTRA PAYMENT WILL BE MADE DUE TO CONTRACTOR'S FAILURE TO EXAMINE SITE AND FULLY DISCERN WORKING CONDITIONS.

9. MECHANICAL CONTRACTOR SHALL RECEIVE, PROPERLY HOUSE, HANDLE, HOIST, AND DELIVER TO PROPER LOCATION EQUIPMENT AND OTHER MATERIALS REQUIRED FOR THIS CONTRACT.

10. THE CONTRACTOR SHALL OBTAIN PERMITS, ARRANGE FOR INSPECTIONS, AND PAY FEES AND EXPENSES IN CONNECTION THEREWITH, AS A PART OF THE WORK REQUIRING SUCH PERMITS. EVERY EFFORT IS MADE TO DESCRIBE THE WORK REQUIREMENTS IN CONFORMITY WITH APPLICABLE CODES.

11. THE CONTRACTOR SHALL REVIEW ANY ALTERNATES OF OTHER TRADES, AND PRICE THEIR BID TO ACCOUNT FOR ITEMS AFFECTING HIS WORK.

12. PIPING PASSING THROUGH CORRIDORS, TUNNELS, CHASES, ETC. SHALL BE CONSIDERED FOR PROPER DRAINAGE. CONSULT WITH THE OTHER CONTRACTORS AND AVOID CONFLICT WITH LOCATION OF PIPING. ORDER OF PRIORITY FOR ALL PIPING AND CONDUITS TO BE INSTALLED SHALL BE AS FOLLOWS WITH THE HIGHEST PRIORITY LISTED FIRST.

A. PLUMBING DRAIN LINESB. CONDENSATE LINESC. DUCTWORKD. FIRE PROTECTIONE. HOT AND COLD WATER PIPINGF. ELECTRICAL CONDUIT

13. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE PROJECT DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE BIDDING CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND COORDINATED PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK ASSIGNMENTS TO SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR.

14. ALL DUCTS SERVING SUPPLY, RETURN AND EXHAUST TERMINALS SHALL BE PROVIDED WITH BALANCE DAMPERS. FOR CLARITY, ALL DAMPERS MAY NOT BE SHOWN ON PLANS.

M

M

H

T

M

OD

OD

OD

OVERFLOW STORM - EXISTING

OVERFLOW STORM - DEMO

OVERFLOW STORM - NEW

1 2 3 4 5

1 2 3 4 5

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C

B

A

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MECHANICAL ANDPLUMBING

ABBREVIATIONSAND SYMBOLS

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BID

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T

T

T T

T

T

TT

T

T

T

T

T

T

T T

T

T

TT

T

T

T

T

EWC-1

L-1WC-1P100

C2

6"ø

4"ø

4"ø

4"ø

3"ø

6" SAN SERVICE

6"ø

6" STORM SERVICE

CONFERENCE116

VESTIBULE101A

TOILET104

LOBBY101

BREAK103

DISPATCH108

FLEX109

OFFICE115

OFFICE114

OFFICE113

VEST.107A

OFFICE112

CLO.110

BOILER111

CORRIDOR107

WOMEN106

EWC-1

WC-1

L-1ST

SAN

SAN

SAN

4"ø

3"ø

2"ø 4"ø

4"ø

2"ø

1

2"ø

3"ø

3"ø

3"ø

SAN

SAN

ST

ST

ST

ST

2" SAN UP

2" SAN UP

2

3

3"ø

3"ST UP

4

5

FCO-2

6"ø

4"ST UP

WCO-1

FCO-1

EX. 4" WCO

S-1

2" SAN UP

1 REMOVE ALL EXISTING CONCRETE REQUIRED FOR INSTALLATION OF UNDERSLAB PLUMBING. PATCH TO MATCH EXISTING. COORDINATE WITH GENERAL CONTRACTOR.

KEYNOTES

2 CONNECT TO EXISTING UNDERSLAB SANITARY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT PRIOR TO DEMOLITION.ESTIMATED PIPE INVERNT = 21" BELOW FINISHED FLOOR.

3 REMOVE EXISTING EXTERIOR CLEANOUT AND CAP PIPING BELOW GRADE.

4 CONNECT TO EXISTING UNDERSLAB STORM DRAIN. THE CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT PRIOR TO EXCAVATION.

5 PROVIDE SLEAVE THROUGH FOUNDATION VALL FOR PIPE PENETRATION.

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

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B

A

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T T

T

T

TT

T

T

T

T

EWC-1

L-1WC-1 P101

C2

EWC-1

WC-1

L-1

3/4"ø

1 1/2"ø

3/4"ø

1"ø

CW

HW CWHWC

1/2"ø

EX. HB

DISPATCH108LOBBY

101

VESTIBULE101A

TOILET104

BREAK103 CORRIDOR

102

CORRIDOR107

WOMEN106

MEN105

FLEX109

OFFICE113

VEST.107A

OFFICE112

CLO.110

BOILER111

CONFERENCE116

OFFICE115

OFFICE114

EX. 3" VTR

1/2"ø

3/4"ø

CW HW HWC

1

V

2"ø

1/2"CW/HW DN1½"V DN

2

3/4"ø

1/2"ø

1/2"

ø

HB-1

CW

3/4"

ø

3

EXISTING INDIRECT WATER HEATER

3"ø

OD

ST3" DN

3" UP C.O.

1/2"CW/HW DN

WCO-1

FCO-1

OD-1

FCO-2 WCO-1

V

1/2"CW, 1½"V

6

5

EXISTING WATER SERVICE/METER7

S-1

1/2"ø

1/2" CW DN

1 PROVIDE AIR ADMITTANCE VALVE IN SINK BASE. INSTALL PER MMC-2015 SECTION-918.

KEYNOTES

2 CONNECT TO EXISTING VENT THROUGH ROOF AT THIS LOCATION.

3 PROVIDE ACESS SHUTUFF VALVE WITH ACCESS PANEL BELOW COUNTERTOP.

4 PROVIDE ACESS SHUTUFF VALVE WITH ACCESS PANEL BELOW COUNTERTOP.

5 PROVIDE CIRCUIT SETTER. BALANCE TO 0.5 GPM

6 CONNECT TO EXISTING HW, CW AND HWC PIPING. PROVICE ISOLATION VALVES AT CONNECTION.

7 PROVIDE WATER OUTLET BOX FOR REFRIGERATOR. OATEY MODEL I2K OR EQUAL.

1 2 3 4 5

1 2 3 4 5

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A

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ZURN MODEL Z199DOWNSPOUT NOZZLEMATCH PIPE SIZE

GALVANIZED PIPE SLEEVE. SEALWATERTIGHT

THREADED ROD

CLEVIS HANGER

ROOF DECK

FLASHING CLAMP ANDGRAVEL STOP

REMOVABLE DOME

METAL DECK

BEAM CLAMPHANGER

CLEAN OUT

INSULATE ALL HORIZONTAL STORM PIPING

OVERFLOW DRAIN WITH 2"INTERNAL WATER DAMDECK PLATE

RIGID INSULATION

CLEAN-OUTFLUSH TO FLOOR SURFACE(SEE SCHEDULE)

LONG SWEEP PVC FITTINGS

SANITARY SEWER PIPING

PVC RISER AS REQUIRED

STRAINER PER SCHEDULE

TRAP SEAL"QUAD-CLOSE" BYJ.R.SMITH MFG. CO.

FLOOR DRAIN BODY WITHADJUSTABLE STRAINER ANDMEMBRANE CLAMP PER SCHEDULE

PVC DRAIN PIPING TO MAIN(SEE PLAN FOR SIZE)

MIXED WATER SUPPLY TO FAUCET

34"

8"

9"6" MAX.

27"

FAUCET

WATTS USG-BTHERMOSTATIC

MIXING VALVE

1/4 TURN ANGLE SHUT-OFF VALVE W/ ESCUTCHEON

FAUCET

WATTS USG-BTHERMOSTATIC

MIXING VALVE

FLEXIBLE SUPPLYLINES (TYP.)

SHROUD

M

H C

HANGER ROD

ADJUSTING NUT

'UL' LISTEDCLEVIS HANGER

PIPE SHIELD WITHHEAVY DENSITYINSULATION ORPROTECTION SADDLE.

SECTIONELEVATION

PIPE

PIPEINSULATION AND

COVERING

GALVANIZED AND MINIMUM12" LONG. PIPE COVERINGSHIELD, 18 GAUGE.

FLARED ENDS WHEREHEAVY DENSITY INSULATIONSADDLES ARE USED.

PLUMBING FIXTURE SCHEDULE

ID MANUFACTURER

EWC-1 ELKAY

MODEL NUMBER

EZTL8C STAINLESS STEEL

MATERIAL

1. PROVIDE THERMOSTATIC MIXING VALVE AND TRAP WRAPS PER ADA REQUIREMENTS.2. PROVIDE OPEN FRONT PLASTIC ELONGATED BOWL SEAT. FLUSH HANDLE TO WIDE SIDE OF STALL.3. PROVIDE WITH TRAP SEAL EQUAL TO "QUAD-CLOSE" BY J.R. SMITH.4. MOUNT PLUMBING FIXTURE PER ADA REQUIREMENTS. VERIFY WITH GENERAL CONTRACTOR.5. PROVIDE WITH ADA SLIDE BAR WITH HAND SHOWER.

-

BASIN DIMENSIONS

(IN)

-

TRIM MANUF.

NOTES

-

TRIM MODEL

-

HOT WATER

(IN)

1/2"

COLD WATER

(IN)

1-1/2"

SANITARY/ STORM

(IN)

DESCRIPTION

BI-LEVEL ADA WALL-MOUNT ELECTRIC WATER COOLER

ADA

YES

FCO-1 ZURN Z1400-BZ1 CAST IRON - - - - - VARIES6" ADJUSTABLE FLOOR CLEANOUT-

FD-1 ZURN Z415B CAST IRON 6" - - - - VARIES6" DIAMETER FLOOR DRAIN WITH STRAINER- 3

WCO-1 ZURN Z1468 - - - - - VARIESWALL CLEANOUT WITH STAINLESS COVER AND PLUG- STAINLESS STEEL

WC-1 ZURN Z-5560-VL - - - - 1/2" 3"FLOOR-MOUNT FLUSH TANK WATER CLOSET W/ PRESSURE ASSISTYES VITREOUS CHINA 2,4,5

HB-1 WOODFORD 65 BRASS - - - - 3/4" -AUTOMATIC DRAINING HOSE BIBB WITH VACUUM BREAKER-

L-1 KOHLER K-1999-1-0 VITREOUS CHINA - KOHLER K-7514 1/2" 1/2" 1-1/2"WHEEL CHAIR ACCESSIBLEWALL-MOUNT LAVATORYYES 1,4

OD-1 ZURN ZF199 NICKLE BRONZE - - - - - -OVERFLOW DRAIN DOWNSPOUT NOZZLE-

RD-1 ZURN ZC-100-EA CAST IRON - - - - - -15" ROOF DRAIN W/CAST IRON DOME AND ADJUSTABLE EXTENSION-

S-1 ELKAY LRADQ3122 STAINLESS STEEL 28x16 DELTA 100LF-HDF 1/2" 1/2" 1-1/2"1-BASIN COUNTERTOP KITCHEN SINK-

FCO-2 ZURN Z1400 CAST IRON - - - - - -6" ADJUSTABLE EXTERIOR CLEANOUT-

RD-2 ZURN ZC-100-EA-89 CAST IRON - - - - - -- 15" ROOF DRAIN W/CAST IRON DOME, 2"WATER DAM AND ADJ. EXTENSION

4

PLUMBING PIPE INSULATION SCHEDULE

SYSTEM TYPE

DOMESTIC HOT WATER SUPPLY AND RECIRC P-1

INSUL.TYPE

PIPE SIZES

INSULATION THICKNESS

DOMESTIC COLD WATER P-1P-2

1-1/4" AND SMALLER1-1/2" AND LARGER

1"1-1/2"

STORM PIPING(HORIZONTAL AND VERTICAL ABOVE GROUND WITHIN BUILDING WHEN PVC PIPE IS USED)

P-1P-2 ALL SIZES 1/2"

1-1/4" AND SMALLER1-1/2" AND LARGER

1"1-1/2"

PIPING INSULATION TYPE SCHEDULE

INSULATION TYPE

P-1

DESCRIPTION

ASTM C547, MOLDED GLASS FIBER PIPE INSULATION, OPERATING TEMPERATURE RANGE: 0 TO 850 DEG F, VAPOR BARRIER JACKET: ASTM C1136, TYPE I, FACTORY APPLIED REINFORCED FOIL DRAFT WITH SELF SEALING ADHESIVE JOINTS.

P-2 ASTM C534, TYPE I, FLEXILE, CLOSED CELL ELASTOMERIC INSULATION, TUBULAR, OPERATING TEMPERATURE RANGE: MINUS 70 TO 180 DEG F.

1 2 3 4 5

1 2 3 4 5

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PLUMBING DETAILSAND SCHEDULES

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NOT TO SCALED5 DOWN SPOUT DETAIL

NOT TO SCALED4 ROOF DRAIN DETAIL

NOT TO SCALEC5 FLOOR CLEANOUT DETAIL

NOT TO SCALEC4 FLOOR DRAIN DETAIL

NOT TO SCALED2 MIXING VALVE DETAIL

NOT TO SCALEC3 PIPE HANGER DETAIL

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MANUFACTURERS AND PRODUCT INFORMATION LISTED SHALL BE CONSTRUED AS THE BASIS OF DESIGN. ALTERNATE PRODUCTS WILL BE CONSIDERED PER THE SUBSTITUTION REQUEST PROCEDURES IN THE SPECIFICATIONS.

T

T

T

T

T

T

T T

T

T

T

TT

T

T

T

T

T

T

T

T

T

T

T

T

T T

T

T

TT

T

T

T

T

M101C3

M101C1

G

G

G

G

EX. UH

EX. RADIANT HEATER

EX. UH

EX. UH

EX. RADIANT HEATER

EX. BOILER

EX. GAS SERVICE/ METER

2"ø

2"ø

1 1/

2"ø

CONFERENCE116

DISPATCH108

LOBBY101

VESTIBULE101A

TOILET104

BREAK103

WOMEN106

MEN105

CORRIDOR107

BOILER111

CLO.110

OFFICE112

VEST.107A

OFFICE113

OFFICE114

OFFICE115

FLEX109

CD-3 280 CFM

CD-3 280 CFM

CD-3 280 CFM CD-2

180 CFM

CD-2 180 CFM

CD-2 180 CFM

CD-2 180 CFM

RG-2 720 CFM

CD-2 165 CFM

CD-2 110 CFM

26"x14"SA

10"x14"16"x14"

8"ø

8"ø 8"

ø

8"ø

EF-1

WALL CAP

RG-1 165 CFM

RG-1 110 CFM

26"x16"

18"x14"RG-2 840 CFM

18"x14"

10"x10" UP

20"x16" SA UP26"x11" RA UP

16"x14"

18"x

18"

10"x6"

10"x

6"

16"x14"

SA

RA

RA

3

3

3

6"ø

VOLUME DAMPER (TYP)

10"ø

10"ø

16"x14"

13

4

5

6

4

4

6

3/4"

ø

3/4"ø1"ø

3/4"ø

3/4"

ø

1 1/

4"ø

1 1/

4"ø

3/4"

ø

HWR HW

S

HW

R

HW

S

HW

RH

WS

HWR

HWS

4

4

4

15

15

ERV-1

RTU-1

EXISTING ROOFTOP UNIT RTU-1

EXISTING ROOF DRAIN

RD-2

1

2RD-1

3"ST DN

1"G DN

EX. 3"VTR

10"x10" DN

20"x16" SA DN

26"x11" RA DN

14

1 FIELD-COORDINATE INSTALLATION TO MAINTAIN 10'-0" FROM ALL CONTAMINENT SOURCES PER MMC-2015 SECTION 404.1.

KEYNOTES

2 MAINTAIN A MIN 10'-0" FROM ROOF EDGE.

3 LINED DUCTWORK ABOVE CEILING. SEE INSULATION SCHEDULE. COORDINATE EXACT LOCATION WITH ROOF FRAMING.

4 REMOVE EXISTING FINTUBE RADIATION AND ASSOCIATED SUPPORTS AND PIPING. CAP ALL UNUSED PIPING AT MAIN.

5 REMOVE EXISTING CABINET UNIT HEATER AND ASSOCIATED SUPPORTS AND PIPING. CAP ALL UNUSED PIPING AT MAIN.

6 REMOVE EXISTING FINTUBE RADIATION COVER AND PIPING. CAP ALL UNUSED PIPING AT MAIN.

7 LOCATE PIPING IN DRYWALL PIPE ENCLOSURE. COORDINATE WITH GENERAL TRADES CONTRACTOR.

8 RETURN PIPING WITHIN RADIATION ENCLOSURE. PROVIDE MANUFACTURER'S SUPPORTS.

9 CONNECT TO EXISTING GAS PIPING.

10 EXTEND EXISTING HWS PIPING TO PROPOSED FINTUBE LOCATION. PROVIDE WITH CONTINUOUS COVER AS INDICATED.

11 CONNECT TO EXISTING HWS AND/OR HWR PIPING. ALL PIPING SHALL BE CONCEALED WITHIN WALLS OR ABOVE CEILINGS.

12 CONNECT TO EXISTING BOILER PIPING. SEE PIPING DETAILS FOR CONNECTION REQUIREMENTS.

13 PROVIDE 7-DAY PROGRAMABLE THERMOSTAT. SEE SPECIFICATIONS.

14 ENERGY RECOVERY UNIT SHALL PROVIDE VENTILATION DURING ALL OCCUPIED TIMES. SEE SPECIFICATIONS. COORDINATE WITH CONTROLS CONTRACTOR.

15 REMOVE EXISTING THERMOSTAT AND CONTROL WIRING.

CONFERENCE116

DISPATCH108

LOBBY101

VESTIBULE101A

TOILET104

BREAK103

WOMEN106

MEN105

CORRIDOR107

BOILER111

CLO.110

OFFICE112

VEST.107A

OFFICE113

OFFICE114

OFFICE115

FLEX109

FTR-13'-0"2181 BTU2.0 GPM

FTR-14'-0"2908 BTU2.0 GPM

FTR-13'-0"2181 BTU2.0 GPM

FTR-18'-0"5816 BTU2.0 GPM

FTR-16'-0"4362 BTU2.0 GPM

FTR-15'-0"3635 BTU2.0 GPM

FTR-110'-0"7270 BTU2.0 GPM

FTR-15'-0"3635 BTU2.0 GPM

3/4"ø

HWS

HW

S HW

R

7

7

8

8

EXISTING BOILER

EXISTING INDIRECT WATER HEATER

2"ø

3/4"ø

G

G

HWR

HWS

HWR

HWS

HWRHWS

HWS

3/4"ø

1"ø

3/4"

ø

1 1/

4"ø

1 1/

4"ø

1 1/4"ø

3/4"ø

3/4"

ø 3/4"ø

1 1/

4"ø

1 1/

4"ø

1"G UP

G

G

1"ø

FTR-13'-0"2181 BTU2.0 GPM

FTR-14'-0"2908 BTU2.0 GPM

3/4"ø

3/4"ø

1"ø

1"ø

HWS9

FTR-15'-0"3635 BTU2.0 GPM

FTR-14'-0"2908 BTU2.0 GPM

3/4"ø

3/4"ø

3/4"ø

3/4"ø

HWS

HWR

9

12

10

11

11

CUH-116200 BTU1.5 GPM

1 2 3 4 5

1 2 3 4 5

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1/16" = 1'-0"B5 OVERALL MECHANICAL PLAN

1/8" = 1'-0"C3 ENLARGED MECHANICAL PLAN

1/8" = 1'-0"A1 EXISTING MECHANICAL PLAN1/8" = 1'-0"A3 ROOF MECHANICAL PLAN

1/8" = 1'-0"C1 ENLARGED PIPING PLAN

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DUAL WALL TURNING VANES

"D"

"R"

"R" = 1/2 x "D"

3" T

HR

OAT

FASTEN SECURELY TOSTRUCTURE

METALSUPORTS

FAN HOUSING

INLET GRILLECEILING

CANVASCONNECTOR

WALL CAP

CAULK

EXHAUST DUCT

INSULATION STAND-OFF

HANDLE WITH LOCKING QUADRANT

INSIDE END BEARING1/8" CLEARANCE

ALL AROUND

DAMPER BLADE

OUTSIDE END BEARING

DUCT

INSULATION

INSULATION STAND-OFF

HANDLE WITH LOCKING QUADRANT

INSIDE END BEARING

STIFFEN BLADE AS REQUIREDINSULATION

DAMPER BLADE

HANDLE WITH LOCKING QUADRANT

DUCT

INSULATION STAND-OFF

SECTION (SQUARE DUCT) SECTION (ROUND DUCT)

SIDE ELEVATION

NOTES:1. DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION.2. DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI-BLADE

DAMPERS AND ROUND DAMPERS.

:

1/2" ROUND ROD PIN

SLEEVE WITH ANGLEIRON FRAME

NON-LOAD BEARING WALL

DUCT

INSULATION

LOAD BEARING WALL

4x6x3/8 ANGLE 6" MIN BEARING EACH END

DUCT

INSULATION

SLEEVE

ROOF STRUCTUREMETAL BAND SUPPORT

VOLUME DAMPER

SUPPLY DUCT

BELLMOUTH OR SCOOPED TAKE-OFF FITTING FLEXIBLE DUCT

(60" MAX LENGTH)DIFFUSER(FRAME TO MATCH CEILING TYPE)

CABLE TIE WITH MASTIC SEALER AT INNER CORE. TAPE SEAL OUTER JACKET.

ELBOW ADJUSTED TO DIRECTION OF AIRFLOW

CEILING DIFFUSER(FRAME TO MATCH CEILING TYPE)

FLEXIBLE DUCT(24" MAX LENGTH)

VOLUME DAMPER(SEE DETAIL)

SUPPLY DUCT

CONICAL BELLMOUTH ORSCOOPED TAKE-OFF

FITTING.

METAL BANDSUPPORT

STRUCTURE

CABLE TIE WITH MASTICSEALER AT INNER CORE.TAPE SEAL OUTERJACKET. (TYP)

ELBOW ADJUSTED TO DIRECTION OF AIRFLOW

VOLUME DAMPER(SEE DETAIL)

TAPERED TAKE-OFF

INSULATED BRANCHDUCTWORK

GRID CEILING(VERIFY CEILING TYPES)

EGGCRATE RETURN GRILLE(SEE SCHEDULE)

INSULATED RETURNDUCT MAIN TRUNK

GALVANIZED SHEETMETAL HOUSING WITH

INTERIOR PAINTED FLAT BLACK

OUTDOOR AIR INTAKE

RELIEF / EXHAUST

APPROVED FLASHING

DUCT SMOKE DETECTOR GAS VALVE

GAS PIPING

POWER SUPPLY

FINISHED ROOF

14" FACTORY INSULATED ROOF CURB

ELECTRICAL DISCONNECT

SUPPLY AIR

TREATED BLOCKING TO MATCHINSULATION THICKNESSINSULATION WITHIN CURB

RETURN AIR

INSULATE/SEAL ALL OPENINGS

UNIT SHAL SPAN MIN. (3) STRUCTURAL MEMBERS. FIELD COORDINATE OPENINGS

SUPPLY DUCTVOLUME DAMPER

RECTANGULAR DUCTFLEXIBLE DUCT 2'-0"

MAX. LENGTH. SAME SIZE AS DIFFUSER NECKCEILING DIFFUSER

DRAW BAND

CONICAL TAKE-OFFFITTING

45° TAKE-OFF

VOLUME DAMPER SUPPLY DUCT

CONICAL BELLMOUTH OR MITERED RECTANGULAR TO ROUND TAKE-OFF FITTING.

FLEXIBLE DUCT 5'-0" MAX.LENGTH. SAME SIZE AS DIFFUSER.

DRAW BAND CONICAL BELLMOUTH OR MITERED RECTANGULAR TO ROUND TAKE-OFF FITTING.

SUPPLY DUCT

VOLUME DAMPER

LINEAR SLOTDIFFUSER

PLENUM

VOLUME DAMPER

SUPPLYDUCT

CONICAL BELLMOUTH OR MITERED RECTANGULAR

TO ROUND TAKE-OFF FITTING.

DRAW BAND

FLEXIBLE DUCT 2'-0" MAX. LENGTH. SAME SIZE AS DIFFUSER NECKCEILING DIFFUSER

DRAW BAND

FLEXIBLE DUCT 2'-0" MAX. LENGTH. SAME SIZE AS DIFFUSER NECK

CEILING DIFFUSER

ELBOW ADJUSTED TO DIRECTION OF AIRFLOW

NOTES:

1. PROVIDE STANDARD RADIUS ELBOWS WHEN POSSIBLE - USE MITERED ELBOWS WHERE REQUIRED.2. ALL MITERED ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTED, SUPPORTED & FASTENED AS

RECOMMENDED BY SMACNA

VD

VD

SPLITTER

RECTANGULAR SUPPLY TEE RECTANGULAR DUCT SUPPLY

BRANCH TAKE-OFF

RECTANGULAR DUCT SUPPLY

BRANCH TAKE-OFFTRANSITION PIECE STANDARD

RADIUS ELBOW

MITERED ELBOW WITH VANE(S)

ROUND TORECTANGULAR

RECTANGULAR DUCT SUPPLY

BRANCH TAKE-OFFRECTANGULAR SUPPLY TEERECTANGULAR TO ROUND

VD30° MAX.

'R' SHALL EQUAL TO OR GREATER THAN 'W'.

'R'

'W'

15° MAX.VD

SPLITTER

15°MAX.

'W'

MESH INSECT SCREEN

SILICONE CAULK AT WALL PENETRATION

GRAVITY BACKDRAFT DAMPER

EXHAUST DUCTWORK

(SEE PLAN FOR SIZE)

PAINTED ALUMINUM WALL CAP(COLOR SELECTED BY OWNER)

INLET GRILLE

HEATING COIL

OUTLET GRILLE

NOTE: WHEN FEED IS FROM ABOVE, BALL & CONTROL VALVES ARE LOCATED ACCORDINGLY.

FLOOR

BALL VALVE

CONTROL VALVE

ACCESS DOOR

1/2" DRAIN VALVE(DOWN FEED PIPING ONLY)

MANUAL AIR VENT

HW

R

HW

SH

WS

HW

R

HWR

HWS

ISOLATION VALVE

THERMOSTATICCONTROL VALVE

BALANCE VALVE

UNION(TYP)

MANUAL AIR VENT

DRAIN VALVE

WALL TO WALLCOVER UNLESS

NOTED OTHERWISE

HEATING ELEMENT

HWR PIPING UNDERHEATING ELEMENT(UNINSULATED WITHIN ENCLOSURE)

HIGH DENSITY PIPE COVERING OR RIGID INSULATION FOR PIPE SIZES 2" OR LARGER.

HANGER

THREADED HANGER RODFASTENED SECURELY TO STRUCTURE

22 GA. METAL SLEEVE @ SUPPORT 10" LONG

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MECHANICALDETAILS

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NOT TO SCALED5 ACCEPTABLE DUCT TURNSNOT TO SCALED4 CEILING EXHAUST FAN DETAIL

NOT TO SCALEA5 DAMPER DETAIL

NOT TO SCALED2 DUCT THROUGH WALL DETAILNOT TO SCALED3 DUCT THROUGH WALL DETAIL

NOT TO SCALEC5 FLEX DUCT CONNECTION DETAILNOT TO SCALEC3 FLEX DUCT CONNECTION DETAIL

NOT TO SCALEC2 RETURN GRILLE DETAIL

NOT TO SCALEB5 ROOFTOP UNIT DETAIL

NOT TO SCALEB3 TYPICAL DIFFUSER INSTALLATIONS

NOT TO SCALEA3 TYPICAL DUCT FITTINGS

12" = 1'-0"C1 WALL CAP DETAIL

NOT TO SCALEB1 CABINET UNIT HEATER PIPING DETAIL

12" = 1'-0"A1 FINTUBE PIPING DETAIL

NOT TO SCALED1 PIPE HANGER DETAIL

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GAS-FIRED ROOFTOP UNIT SCHEDULE

ID MANUFACTURER

RTU-1 CARRIER

MODEL NUMBER

48FCFA06A2M5-6U8C0

MBH

150 65.5

MAT (ºF)

125

LAT (ºF) TYPE

DX

HEATING

58.60

GROSSCAPACITY

(MBH)

39.54

SENSIBLE CAPACITY

(MBH)

77.3

EADB (ºF)

66.7

EAWB (ºF)

57.5

LADB (ºF)

56.7

LAWB (ºF) VOLTS

208

PH

3

HP

15

MCA

37.0

MOCP

50

NOTES

1,2,3,4,5

1. PROVIDE WITH 14"H INSULATED ROOF CURB, 120V FACTORY INSTALLED CONVENIENCE OUTLET, THROUGH BASE CONNECTION AND NON-FUSED DISCONNECT.2. PROVIDE WITH 7-DAY PROGRAMMABLE THERMOSTAT AND ALL REQUIRED CONTROL COMPONENTS AND WIRING. COORDINATE WITH CONTROLS CONTRACTOR.3. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.4. PROVIDE WITH DUCT SMOKE DETECTOR IN RETURN AIR PLENUM. INSTALLED PER MMC-2012 SECTION-606.5. PROVIDE WITH ENTHALPY ECONOMIZER OPTION AND LOUVERED HAIL GUARD.

COOLING ELECTRICALFAN

CFM

1852 2212

RPM

0.80

ESP(IN)

1.16

BHP

1875

SUPPLY AIR

(CFM)

1852

RETURN AIR

(CFM)

-

OUTSIDE AIR

(CFM)

-12

OAT (ºF)

CABINET UNIT HEATER SCHEDULE

ID MANUFACTURER

CUH-1 STERLING

MODEL NUMBER

WI-02 16.2

HEATING CAPACITY

(MBH) VOLTS

120

PH

1

HP

1/15

AMPS

0.8

NOTES

1,2

ELECTRICAL

1. PROVIDE INSTALLATION PER MANUFACTURER'S RECCOMMENDATIONS.2. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.

1.5

FLOW(GPM)

185/230

CFMLOW/HIGH

35x25x9.5

DIMENSIONSWxHxD

(IN)

DUCT INSULATION SCHEDULE

SYSTEM TYPE INSUL.TYPE

INSULATION OR LINER

THICKNESS

SUPPLY DUCTS (INTERNALLY INSULATED)

RETURN DUCTS (INTERNALLY INSULATED)

EXHAUST DUCTS WITHIN 10 FEET OF EXTERIOR OPENINGS D-1, D-2 1"

TRANSFER AIR DUCTS (INTERNALLY INSULATED) D-4, D-5 1"

D-4, D-5 1"

D-4, D-5 1"

SUPPLY DUCTS (EXTERNALLY INSULATED) D-1, D-2, D-6 1-1/2"

RETURN DUCTS (EXTERNALLY INSULATED) D-1, D-2, D-6 1-1/2"

DUCTWORK INSULATION TYPE SCHEDULE

INSULATION TYPE

D-1

DESCRIPTION

ASTM C1290, TYPE III, FLEXIBLE GLASS FIBER, COMMERCIAL GRADE WITH FACTORY APPLIED REINFORCED FOIL JACKET MEETING ASTM C1136, TYPE II, MAX. OPERATING TEMPERATURE: 250 DEG F, DENSITY: 1.5 LBS/CU FT.

D-2 ASTM C612, TYPE IA OR IB, RIGID GLASS FIBER, WITH FACTORY APPLIED ALL SERVICE FACING MEETING ASTM C1136, TYPE II, DENSITY: 6.0 LBS/CU FT.

D-3

D-4

SAME AS D-2, EXCEPT: NO FACING

ASTM C1071, TYPE I, FLEXIBLE, GLASS FIBER DUCT LINER WITH COATED AIR SIDE, DENSITY: 3.0 LBS/CU FT, MAX. OPERATING TEMPERATURE: 250 DEG F, MAX. AIR VELOCITY: 6000 FPM

D-5 SAME AS D-4, EXCEPT: TYPE II, RIGID, MAX. AIR VELOCITY: 4000 FPM

ENERGY RECOVERY UNIT SCHEDULE

ID MANUFACTURER

ERV-1 RENEWAIRE

MODEL NUMBER

HE-1XJRTV-S15HH-DANT-WL 470/470

AIRFLOWEA/OA(CFM) VOLTS

208-230

PH

1

HP

(2)0.75

MCA

10.1

WEIGHT(LBS)

340

NOTES

1,2,3,4

ELECTRICAL

1. PROVIDE VIBRATION ISOLATION PER MANUFACTURER'S RECCOMENDATIONS.2. PROVIDE CONTROL SYSTEM TO INTERLOCK WITH CORRESPONDING OCCUPANCY SENSORS AND CONNECTED ROOFTOP UNIT. COORDINATE WITH CONTROLS CONTRACTOR.3. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.4. PROVIDE FACTORY MOTORIZED DAMPERS FOR BOTH AIRSTREAMS.

-2.3

WINTER EADB(ºF)

-5.0

WINTER EAWB

(ºF)

-42.4

WINTER LADB(ºF)

72.4

WINTER EFFECT.

(%)

76.9

SUMMER EADB(ºF)

66.5

SUMMER EAWB

(ºF)

64.3

SUMMER LADB(ºF)

55.7

SUMMER EFFECT.

(%) MOCP

15

FAN SCHEDULE

ID MANUF.

EF-1 GREENHECK

MODEL NUMBER

SP-B80 70

AIR FLOW (CFM) VOLTS

120

PH

1

NOTES

1,2,3

ELECTRICAL

1. PROVIDE CONTROL SYSTEM TO INTERLOCK WITH LOCAL LIGHTING AND OCCUPANCY SENSOR.2. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.3. PROVIDE WITH PAINTED WALL CAP AND INSULATED EXHAUST DUCTWORK PER DETAILS AND SCHEDULE.

0.192

EXT.SP.(FT)

900

RPM WALL OPENING

(IN)

6"Ø

DESCRIPTION

EXHAUST FAN

WATTS

17

AMPS

0.6

FINTUBE RADIATION SCHEDULE

ID MANUFACTURER

STERLING

MODEL NUMBER

JVA-S14 WHITE

COLOR

14"

ENCLOSURE HEIGHT

(IN) NOTES

1,2,33.25"x3.25"

ELEMENT SIZE (IN)

CU/AL

FIN MATERIAL

1. PROVIDE WITH WALL TO WALL COVERS OR ENDCAPS WHERE REQUIRED.2. PROVIDE CONTROL VALVE AND ACCESS COVER. COORDINATE WITH CONTROLS CONTRACTOR.3. INSTALL AT MANUFACTURER'S RECCOMENDED MOUNTING HEIGHT.

ROOM #

101 4'-0"

FINNED LENGTH

3/4"

PIPE SIZE (IN)

727

OUTPUT (BTU/FT)

2908

TOTAL OUTPUT

(BTU)

2.0

WATER FLOW (GPM)

STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL101 5'-0" 3/4" 727 3635 2.0FTR-1FTR-1

STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL101A 5'-0" 3/4" 727 3635 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL101A 10'-0" 3/4" 727 7270 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL101A 5'-0" 3/4" 727 3635 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL101C 3'-0" 3/4" 727 2181 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL113 4'-0" 3/4" 727 2908 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL114 3'-0" 3/4" 727 2181 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL115 4'-0" 3/4" 727 2908 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL115 3'-0" 3/4" 727 2181 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL116 8'-0" 3/4" 727 5816 2.0FTR-1STERLING JVA-S14 WHITE 14" 1,2,33.25"x3.25" CU/AL116 6'-0" 3/4" 727 4362 2.0FTR-1

DIFFUSER, GRILLE, REGISTER SCHEDULE

ID DESCRIPTION

CEILING SUPPLY DIFFUSER

MANUFACTURER

TITUS LAY-IN

MOUNTING FRAME NOTES

1,2,36"Ø

NECK SIZE (IN)

1. BORDER TYPE SHALL BE COMPATIBLE WITH ARCHITECTURAL CEILING TYPE IN WHICH THE DEVICE IS LOCATED.2. SEE PLAN FOR LOCATIONS AND QUANTITIES OF AIR DEVICES.3. 18"x18" CORE, 24"x24" FULL LOUVER FACE.4. 3/4" BLADE SPACING. BLADES PARALLEL TO LONG DIMENSION.5. 1/2"x1/2"x1/2" EGGCRATE GRID.6. PROVIDE WITH OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE.7. 4-WAY PERFORATED SUPPLY DIFFUSER.

4-WAY

THROW

STEEL

MATERIAL

WHITE

COLOR

CD-1

MODEL NUMBER

TDCA

MODULE SIZE (IN)

24"x24"CEILING SUPPLY DIFFUSER TITUS LAY-IN 1,2,38"Ø 4-WAY STEEL WHITECD-2 TDCA 24"x24"

CEILING RETURN GRILLE TITUS LAY-IN 1,2,524"x6" - ALUMINUM WHITERG-1 50F -CEILING RETURN GRILLE TITUS LAY-IN 1,2,524"x12" - ALUMINUM WHITERG-2 50F -

CEILING SUPPLY DIFFUSER TITUS LAY-IN 1,2,310"Ø 4-WAY STEEL WHITECD-3 TDCA 24"x24"

EX. AIR VENT

EX. PRESSURE RELIEF VALVE

UNION

EX. EXPANSION TANK

EXISTING BOILER

1¼"

HWS TO BUILDING

EX. WATER HEATER

CW

HWR

HW

HWC

EX. DOMEST HOT WATER RECIRC. PUMP

1½"

3/4"

CW

HW

HWC

3/4"

1/2"

3/4"

PROPOSED PIPING TO NEW ADDITION

HWR FROM BUILDING

1¼"HWS

EXISTING UNIT HEATER

EX. AIR SEPARATORHWS TO ADDITION

1¼"

HWR FROM ADDITION

1¼"

PROPOSED PUMP (P-1)

PUMP SCHEDULE

ID MANUF. MODEL NUMBER

FLOW (GPM) VOLTS PH HP WATTS NOTES

ELECTRICAL

1. PROVIDE CONTROL SYSTEM TO INTERLOCK WITH CORRESPONDING BOILER. COORDINATE WITH CONTROLS CONTRACTOR.2. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.3. PROVIDE WITH ISOLATION FLANGES W/INTERGRAL CHECK VALVE4. THREE-SPEED CIRCULATOR SET TO SPEED 1.

HEAD(FT)

SUCTION SIZE(IN)

DISCHARGE SIZE(IN)

P-1 B&G 9.5 120 1 0.5 270 1,2,3,411.0 1.25" 1.25"

DESCRIPTION

SYSTEM CIRCULATOR NRF-36

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

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DATE

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MECHANICALDETAILS ANDSCHEDULES

OFF

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MANUFACTURERS AND PRODUCT INFORMATION LISTED SHALL BE CONSTRUED AS THE BASIS OF DESIGN. ALTERNATE PRODUCTS WILL BE CONSIDERED PER THE SUBSTITUTION REQUEST PROCEDURES IN THE SPECIFICATIONS.

FAAP

FACP

ELECTRICAL ABBREVIATIONS, SYMBOLS AND NOTESABBREVIATIONS AND SYMBOLS LEGEND NOTES & DETAILS

ELR

CARBON MONOXIDE DETECTOR

1. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY OTHER CONTRACTORS TO ARRANGE CLEARANCES AND ACCESS OPENINGS FOR ALL LARGE ELECTRICAL EQUIPMENT.

2. IT SHALL BE UNDERSTOOD THAT THE ACT OF SUBMITTING A BID BY THE CONTRACTOR CARRIES WITH IT THE AGREEMENT TO ALL ITEMS AND CONDITIONS REFERRED OR INDICATED OR IMPLIED ON THE DRAWINGS AND THE SPECIFICATIONS AND NO CONSIDERATION WILL BE GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED FOR WORK TO BE DONE.

3. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH RULES AND REGULATIONS OF THE LATEST EDITION OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, NATIONAL ELECTRICAL CODE, STATE ELECTRICAL CODE, LOCAL MUNICIPAL CODE AND ANY OTHER BOARD HAVING JURISDICTION OVER THE ELECTRICAL INSTALLATION.

4. THE ELECTRICAL CONTRACTOR SHALL NOT ASSUME THAT ANY DRAWING OR SPECIFICATION FORMING A PART OF THE CONTRACT DOCUMENTS AUTHORIZES THE VIOLATION OF ANY CODE, REGULATION OR STANDARD. WHERE CONFLICTS ARISE, IT SHALL BE DEEMED THAT THE CONTRACTOR HAS ESTIMATED THE COST OF ALL WORK TO BE COMPLETED IN ACCORD WITH THE PREVAILING CODE.

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR ELECTRICAL WORK AND SHALL PAY ALL REQUIRED FEES AND SALES OR USE TAX AND FINES AS APPLICABLE TO THIS BRANCH OF WORK.

6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE OWNER WITHOUT COST ALL REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL.

7. THE INTENT AND OBJECT OF THESE SPECIFICATIONS AND DRAWINGS IS TO INCLUDE A COMPLETE WIRING SYSTEM FROM SERVICE PANEL TO EACH AND EVERY OUTLET INDICATED OR SPECIFIED, INCLUDING CONNECTING ALL ELECTRICAL DEVICES AND/OR EQUIPMENT FURNISHED BY THE OWNER OR OTHER CONTRACTORS.

8. THE DRAWINGS, WHICH CONSTITUTE A PART OF THE CONTRACT, ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATION OF SWITCHES, PANELBOARD AND OTHER WORK, BUT EXTREME ACCURACY IS NOT GUARANTEED AND FIELD VERIFICATION OF ALL LOCATIONS AND DIMENSIONS IS DIRECTED.

9. GROUND ALL EQUIPMENT INCLUDING CONDUIT, RECEPTACLES, LIGHTING, MOTORS, PIPING AS PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, AND AS SHOWN ON THESE DRAWINGS.

10. PROVIDE ONLY MATERIALS THAT ARE NEW OF THE TYPE AND QUALITY SPECIFIED, WHERE UNDERWRITERS LABORATORIES HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE U.L. LABEL.

11. ARCHITECTURAL DRAWINGS SHOWING DIMENSIONS FOR ELECTRICAL DEVICES TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS.

12. SYSTEMS SHALL BE FREE FROM SHORTS AND GROUNDS. TEST FOR MECHANICAL AND ELECTRICAL DEFECTS. VERIFY CORRECT CONNECTION OF HOT, NEUTRAL AND GROUND CONDUCTORS. ALL CONDUCTORS SHALL BE COLOR CODED AND LABELED WITH ZONE IDENTIFICATION FOR THE CASE OF LIGHTING.

13. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NON-COMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB AND REPLACE WITH NEW ITEMS MEETING THE REQUIREMENTS. COSTS FOR REPAIR OF NON-COMPLIANCE WORK SHALL BE BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER.

14. UPON COMPLETION OF THE WORK, THOROUGHLY CLEAN ALL DEVICES AND EQUIPMENT.

15. ALL TELECOM, TV CABLE AND DATA CABLE SHALL BE DEDICATED RUNS FROM THE OUTLET LOCATIONS TO THE BACKBOARD LOCATION.

16. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE PROJECT DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE BIDDING CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND COORDINATED PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK ASSIGNMENTS TO SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR.

LUMINARE - SURFACE MOUNT FLUORESCENT OR INCANDESCENT

LUMINARE - RECESSED FLUORESCENT OR INCANDESCENT

LUMINARE - STANDARD FLUORESCENT STRIP LIGHT

LIGHT FIXTURE - RECESSED FLUORESCENT OR LED

HEAT DETECTOR

DUAL LEVEL SWITCHING - SWITCH OUTER (2) LAMPS SEPARATE FROM CENTER LAMP

FIRE ALARM HORN/STROBE (CEILING MOUNTED)

FIRE ALARM BOOSTER PANEL

FIRE ALARM SPEAKER

END OF LINE RESISTOR

FIRE ALARM HORN/STROBE (WALL MOUNTED)

MAGNETIC DOOR HOLD OPEN

GONG

DUCT SMOKE DETECTOR

TAMPER SWITCH

FLOW SWITCH

FIRE ALARM HORN/STROBE (WALL MOUNTED)

MANUAL PULL STATION

SMOKE DETECTOR

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FIRE SAFETY AND ALARM SYMBOLS

GENERAL NOTES:

PHOTO CELL

OCCUPANCY SENSOR (WALL MOUNTED)

PANEL - RECESSED

PANEL - SURFACE MOUNT

AUTOMATIC TRANSFER SWITCH (ATS)

DISCONNECT

NORMALLY OPEN SWITCH

NORMALLY CLOSED SWITCH

CIRCUIT BREAKER WITH SIZE AS NOTED

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

FUSED SWITCH

ELECTRIC METER

GROUND

IN-LINE FUSE

TRANSFORMER

STARTER DISCONNECT

THERMOSTAT

CONNECTION TO MOTOR

FUSED DISCONNECT

DISCONNECT

TELEPHONE/DATA OUTLET. PROVIDE (2) CAT6 CABLES FROM EACH LOCATION TO DATA RACK/BOARD.

SWITCH - PILOT

SWITCH - DIMMER

TYPICAL DEVICE MOUNTING HEIGHT

NOTE:VERIFY HEIGHTS SHOWN COMPLY WITH LOCAL BUILDING CODE.

47"

1'-6"

6"MAX.

SYMBOLEXIT

BOTTOM OF FINISHED CEILING

SYMBOLFIRE ALARM

SYMBOLLIGHTING SWITCH

SYMBOL120V CONVENIENCE RECEPTACLE

SYMBOLTELEPHONE AND COMPUTER

TOP OF FINISHED FLOOR

47"

6'-8"SYMBOLFIRE ALARMMANUAL PULLSTATION

OCCUPANCY SENSOR (CEILING MOUNTED)

ABBREVIATIONS

LIGHTING SYMBOLS

SWITCH - PUSH BUTTON

SWITCH - TIME CLOCK

SWITCH - SINGLE POLE, TIMED

SWITCH - SINGLE POLE, KEYED

SWITCH - FOUR WAY

SWITCH - THREE WAY

SWITCH - SINGLE POLE

A AMPERES

AV PANELBOARD AV

AV AUDIO/VIDEO

A/V AUDIO/VIDEO

C PANELBOARD KPP-C

C.B. CIRCUIT BREAKER

GFCI GROUND FAULT CIRCUIT INTERUPTING

GFI GROUND FAULT CIRCUIT INTERUPTING

KVA KILO-VOLT AMPS (ELECTRIC POWER)

QT QUAD TUBE (FLUORESCENT LAMP)

TT TWIN TUBE (FLUORESCENT LAMP)

TYP TYPICAL

V VOLT

4W FOUR WIRE

3ø THREE PHASE

JUNCTION BOX

JUNCTION BOX

TELEVISION CABLE OUTLET

CLOCK - WALL MOUNTED

AMPLIFIER

INTERCOM

SPEAKER - CEILING MOUNTED

SPEAKER - WALL MOUNTED

WIRELESS ACCESS POINT (WAP)

TELEPHONE/DATA OUTLET - FLOOR MOUNTED

POLE RECEPTACLE

ISOLATED GROUND RECEPTACLE

TOP SWITCHED RECEPTACLE

GROUND FAULT INTERUPTING RECEPTACLE. PROVIDE WEATHER-PROOF WHILE IN USE COVER WHERE LOCATED OUTDOORS.

QUAD RECEPTACLE (GFI PROTECTED WHERE REQUIRED)

FLOOR RECEPTACLE (GFI PROTECTED WHERE REQUIRED)

DUPLEX RECEPTACLE

MISCELLANEOUS SYMBOLSSWITCHES AND RECEPTACLE SYMBOLS

TELEPHONE, DATA AND COMMUNICATION SYMBOLS

CO

F

S

F

F

FS

SD

S

TS

M

H

J

J

D

S

SS

SP

S

ST

S3

S4

SK

S

IG

G

PC

L

N E

M

T

M

C

A

IC

S

S

TV

A

LIGHT FIXTURE - EMERGENCY (WALL MOUNT)

LIGHT FIXTURE - EXIT/EMERGENCY (DIRECTIONAL ARROWS WHERE INDICATED ON PLANS) (WALL OR CEILING MOUNT)

OSS

COUNTERTOP RECEPTACLE (GFCI WHERE REQUIRED)CTR

LIGHT FIXTURE - SURFACE FLUORESCENT OR LEDC

B

TC

F

M

SECURITY CAMERA (OUTDOOR/INDOOR PER PLAN)

DOOR ALARM KEYPAD. PROVIDE 1"CONDUIT WITH PULL STRING PER LOCATION. DATA CABLES AND TERMINATIONS BY OTHERS.

DL

RECEPTACLE WITH INTEGRAL USB PORTUSB

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

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ELECTRICALABBREVIATIONS

ADD

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OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

3 3

33

3

33

3

3

4

4

WP

WP

TV

GG

G

G

TV

1 REMOVE LIGHTS, SWITCHES, DATA, OCCUPANCY SENSORS AND ALL ASSOCIATED CONDUIT, WIRING AND BOXES AS INDICATED.

KEYNOTES

2 SALVAGE LIGHT FIXTURE FOR RE-INSTALLATION.

3 MAINTAIN ELECTRICAL CONTINUITY ON ALL CIRCUITS NOT BEING REMOVED IN THEIR ENTIRETY.

4 REMOVE CAMERA AND ALL ASSOCIATED CONDUIT AND BOXES. SALVAGE CAMERA FOR RE-INSTALLATION. EXTEND/RELOCATE WIRING AS NECESSARY.

5 SALVAGE OCCUPANCY SENSOR FOR RE-INSTALLATION.

6 CAREFULLY SALVAGE ANTENNAE AND WIRING. SALVAGE FOR REINSTALLATION.

7 REMOVE/DISCONNECT POWER TO CABINET UNIT HEATER.

8 REMOVE AND REPLACE EXISTING LIGHT FIXTURE. RECONNECT TO EXISTING CIRCUIT/ WIRING. SEE PROPOSED LIGHTING PLAN FOR NEW TYPES.

9 REMOVE TV AND RELOCATE TO NEW DISPATCH OFFICE.

EM

EM

+96"

EX. METER

EXISTINGPANEL A

EXISTINGPANEL BEX. 200A FUSIBLE

DISCONNECT FOR PANEL A

1

1

1

1

1

1

1

22

2

2

2

1

3

4

5

5

4

4

1

7

8

8

MATCHLINE

6

9

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1 2 3 4 5

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© U.P. Engineers & Architects, Inc.

PROJ

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DATE

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EXISTING/DEMOELECTRICAL PLAN

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1/4" = 1'-0"A1 EXISTING/DEMO ELECTRICAL PLAN

TV

GG

G

G

WP

G

J

J

J

JJ

G

J

TV

J

J

G G

WP

BREAK103

CORRIDOR102

MEN105

WOMEN106

CORRIDOR107

BOILER111

CLO.110

OFFICE112

VEST.107A

CORRIDOR107

OFFICE113

FLEX109

DISPATCH108

OFFICE114

OFFICE115

CONFERENCE116

LOBBY101

VESTIBULE101A

TOILET104

PANEL C

C-9

C-11

C-1

C-3

C-5

C-13

EXISTINGPANEL B

EXISTINGPANEL A

EX. 200A FUSED DISCONNECTFEEDING PANEL A

EX. METER AND CT CABINET

EX. TELEPHONE BOARDAND DATA RACK

C-23

C-15

C-17

C-21

+44"

+44"

+44"

1

2

3

4

5

6

+44"

CUH-17

6

6 6

9

B-42

NEW HEATING WATER CIRC PUMP.SEE MECHANICAL PLANS.

10

10

10 10

A-30

C-16

C-16

C-16

C-16

11

C-7

13

10

12

12

C-18

USB

USB

USB

USB

USB

C-19

14

C-16

10

10

C-16

+44"

A-27

1 PROVIDE 24 PORT PATCH PANEL AND ANY NECESSARY BRACKETS AND HARDWARE TO ACCOMODATE NEW DATA CABLING. COORDINATE WITH OWNER'S IT PERSONNEL.

KEYNOTES

2 COORDINATE LOCATION AND ELECTRICAL CONNECTION OF SCREEN WITH THE SCREEN INSTALLER.

3 INSTALL AND WIRE LOW VOLTAGE SWITCH TO CONTROL SCREEN. SWITCH PROVIDED BY OTHERS.

4 PANEL C TO BE FED FROM EXISTING PANEL A WITH 1½" CONDUIT WITH 4 - #3 COPPER + 1 - #8 COPPER GND.

5 PROVIDE TANDEM 20/20 BREAKERS IN SLOTS 15,17, AND 19 AND MOVE CIRCUITS 21, 23, AND 25 INTO THOSE BREAKERS RESPECTIVELY TO ACCOMODATE FOR NEW 90A 3 POLE BREAKER TO FEED PANEL A.

6 REINSTALL EXISTING CAMERA. EXTEND/RELOCATE WIRING AS NECESSARY.

7 CONNECT TO EXISTING RECEPTACLE CIRCUIT.

8 SEE MECHANICAL AND ROOF PLAN FOR LOCATIONS.

9 REINSTALL ANTENNAE AND MOUNTING HARDWARE. EXTEND WIRING.

10 PROVIDE BOXES, CONDUIT AND WIRING FOR CARD READER ENTRY AT DOORS SHOWN. PROVIDE JUNCTIONS BOXES ABOVE CEILING.

11 INSTALL GARAGE DOOR OPENER, RELOCATE FROM EXISTING OFFICE 113.

12 PROVIDE POWER AND WIRING FOR ADA DOOR OPERATORS.

13 POWER AND WIRING FOR CEILING PROJECTOR.

14 TV - RELOCATE FROM CURRENT DISPATCH TO NEW DISPATCH. EXTEND WIRING AS NEEDED.

RTU-1

ERV-1

C-12,14

C-10

C-4,6,8

8

PLASTIC BUSHING AND CONDUIT ELBOW ABOVE CEILING. (TYP)

PROVIDE 2" THICK FOAM PLUG OVER DOOR CONTACT BEFORE GROUTING DOOR FRAME.MARK LOCATION ON CASING, COORDINATE WITH DOOR INSTALLER.

WALL

DOOR FRAME

ELECTRIC STRIKE

POWER SUPPLYAND CONTROLLER

ABOVE CEILING.

FLUSH MOUNT CARDREADER

120V AC

DATA CABLE

1 2 3 4 5

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B

A

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1/4" = 1'-0"A2 PROPOSED POWER PLAN

1/4" = 1'-0"C1 PROPOSED ROOF PLAN

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NOT TO SCALEA1 CARD READER/DOOR STRIKE DETAIL

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

3 3

33

33

3

3

4

4

TV

3

OS

3,D

OS

OS

OS

OS

OS

OS

3,D

K

OS

OS

4

D

D

1 INSTALL NEW LIGHT. CONNECT TO EXISTING CIRCUIT AS INDICATED.

KEYNOTES

2 RE-INSTALL SALVAGED OCCUPANCY SENSOR. CONNECT TO LIGHTING AS INDICATED.

3 INSTALL SALVAGED LIGHT. CONNECT TO EXISTING CIRCUIT.

4 REMOVE EXISTING LIGHT AND REPLACE WITH NEW AS INDICATED. CONNECT TO EXISTING CIRCUIT AS INDICATED.

TYPE

LIGHT FIXTURE SCHEDULE

DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP/LUMEN WATTS NOTES

Notes:1. CONNECT TO UNSWITCHED HOT OF IDENTIFIED CIRCUIT.2. PROVIDE DIRECTIONAL ARROWS AS REQUIRED.3. CONNECT EMERGENCY BALLAST TO UNSWITCHED HOT OF IDENTIFIED CIRCUIT.4. SET COLOR TO 4000K.5. MATCH HEIGHT OF EXISTING LIGHTS BEING REPLACED.

A 2x4 LED FLAT PANEL COOPER-METALUX 24FP3140C LED/3600 29.4

B 2x2 LED FLAT PANEL COOPER-METALUX 22FP3240C LED/3333 29.2

EA EMERGENCY LIGHT COOPER-SURE LITE AP2SQLED LED 1.8 1

XA EXIT/EMERGENCY LIGHT APCH7RSQ LED 2.2 1,2COOPER-SURE LITE

MOUNTING

LAY-IN

LAY-IN

WALL/CEILING

WALL/CEILING

BE 32x2 LED FLAT PANEL W/ EMERGENCY COOPER-METALUX 22FP3240C-EL7W LED/3333 29.2 LAY-IN

C 6" LED CAN HALO PR630D010-PR6M24MD8FSMMS LED/3043 39 4CEILING

D 6" SURFACE MOUNT LED CAN HALO SLD606840WH LED/800 12.2 CEILING

F EXTERIOR LED WALL LIGHT FAIL-SAFEB95-VE-BRZ-LD4-20W-40-CL-UNV-EDC1-NTP LED/1200 20 WALL

H LED WALL PACK LUMARK WPMLED15 LED/6200 50 WALL

5

XA

A

A

A

EA

A

B

BE

B

B

B B B

B

BE

B B B B

B B

B

XA

XA

PANEL C

OFFICE115

OFFICE114

CONFERENCE116

OFFICE113

VEST.107A

OFFICE112

BOILER111

CLO.110

CORRIDOR107

FLEX109

DISPATCH108

WOMEN106

MEN105

CORRIDOR102

BREAK103

LOBBY101

TOILET104

VESTIBULE101A

EA

2

2

3

3

3

3

3

3

1

C

C

C

XA

D

F F

11

4

A

MATCHLINE

4

F

F

F

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1 2 3 4 5

D

C

B

A

D

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B

A

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1/4" = 1'-0"A1 PROPOSED LIGHTING PLAN

MANUFACTURERS AND PRODUCT INFORMATION LISTED SHALL BE CONSTRUED AS THE BASIS OF DESIGN. ALTERNATE PRODUCTS WILL BE CONSIDERED PER THE SUBSTITUTION REQUEST PROCEDURES IN THE SPECIFICATIONS.

H

H

H

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1

1

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1

1

MATCHLINE

CORRIDOR239

BREAK103

CORRIDOR102

MEN105

CORRIDOR107

BOILER111

1 REMOVE EXISTING LIGHT AND REPLACE WITH NEW LIGHT AS INDICATED. CONNECT TO EXISTING CIRCUIT.

KEYNOTES

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PARTIAL EXTERIORLIGHTING PLAN

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1/8" = 1'-0"A3 PARTIAL EXTERIOR LIGHTING PLAN

EXISTINGTRANSFORMER

EXISTING 400A3ϕ SERVICE. 208Y/120 VOLTS

EX. PANEL BEX. PANEL A

EX. 200A DISCONNECT

EX. 4 - #3/0

NEW 90/3 BREAKER

NEW 100A 3ϕ 30 SPACEMLO PANEL C.

NEW 1½" C, 4 - #3 CU +1 - #8 CU GROUND.

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Loads for circuits 15,17, and 19 are shown for combined new tandem breaker loads.Note:

Total Connected Load: 49166 VATotal Amps: 146 A 131 A 134 ATotal Load: 17439 VA 15667 VA 16060 VA

A-29 Space -- -- 0 VA 750 VA 1 20 A Refrigerator Rm103 A-30A-27 Receptacle - Counter Breakroom 20 A 1 720 VA 300 VA 1 20 A Exterior Wall Lights A-28A-25 8099 VA 1260 VA 1 20 A Recepts - Rm 115 West Wall and Exterior Wall A-26A-23 6882 VA 1260 VA 1 20 A Recepts - Rms 117, 117C, 118 A-24A-21

PANEL C 90 A 37228 VA 1260 VA 1 20 A Recepts - Rms 117, 117A, 117B A-22

A-19 Recepts - Rms 101, 104/Recepts - Rm 117 South 20 A 1 1980 VA 1260 VA 1 20 A Recepts - Rms 103, 115 West Wall A-20A-17 Recepts - Rms 108, 110/Recepts - Rms 117, 117C 20 A 1 2160 VA 1260 VA 1 20 A Recepts - Rms 102, 103, 105 A-18A-15 Recepts - Rms 109, 110/Recepts-115 20 A 1 2160 VA 1500 VA A-16A-13 Recepts - Rms 113, 114 20 A 1 1440 VA 1500 VA 2 30 A Pole Lights Rear A-14A-11 Recepts - Rms 111, 112 20 A 1 1080 VA 1200 VA A-12A-9 Lights - Rms 105, 106, 102, EF1, EF2 20 A 1 500 VA 1200 VA 2 20 A Pole Lights Front A-10A-7 Lights - Rms 101, 101A, 103, 104 20 A 1 500 VA 500 VA 1 20 A Lights - Rm 118, 201 A-8A-5 Lights - Rms 107, 108, 109, 110 20 A 1 768 VA 700 VA 1 20 A Lights - Rm 116, 116A, 117 A B C A-6A-3 Exterior Wall Lights - N and S Sides 20 A 1 300 VA 500 VA 1 20 A Lights - Rm 117 A-4A-1 Lights - Rms 111, 112, 113, 114, Exterior 20 A 1 400 VA 500 VA 1 20 A Lights - Rm 115 A-2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

1. Electrical Contractor shall verify all equipment requirements prior to ordering breakers.2. Electrical Contractor is responsible to verify all circuits prior to starting work. Update/revise schedule to reflect actual work performed.

Notes:

Enclosure: Type 1Mounting: Recessed Wires: 4 Mains Rating: 200 A

Supply From: Phases: 3 Mains Type: MLOLocation: BOILER 111 Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: EXISTING PANEL A

Legend:Total Connected Load: 22208 VA

Total Amps: 61 A 57 A 68 ATotal Load: 7228 VA 6882 VA 8099 VA

C-29 C-30C-27 C-28C-25 C-26C-23 Receptacle - Drinking Fountain (GFI) 20 A 1 180 VA C-24C-21 Receptacle - Toilet 101C, Vestibule 20 A 1 540 VA C-22C-19 Receptacle - Vestibule, W/P 20 A 1 720 VA C-20C-17 Receptacle - Vestibule Vending 20 A 1 1000 VA 1000 VA 1 20 A Automatic Door Openers C-18C-15 Receptacle - Vestibule Vending 20 A 1 1000 VA 350 VA 1 20 A Card Reader/ Door Strike Power C-16C-13 Receptacle - Conference Rm Floor Box 20 A 1 180 VA 967 VA C-14C-11 Receptacle - Conference Rm South, Projector Screen 20 A 1 680 VA 967 VA 2 15 A ERV-1 C-12C-9 Receptacle - Conference Rm 20 A 1 540 VA 180 VA 1 20 A Receptacle GFI - Roof C-10C-7 Receptacle - Undercounter Refrigerator 20 A 1 500 VA 3552 VA C-8C-5 Receptacle - Conference Rm Counter 20 A 1 720 VA 3552 VA C-6C-3 Receptacle - Office 115 20 A 1 720 VA 3552 VA

3 50 A RTU-2C-4

C-1 Receptacle - Office 114 20 A 1 720 VA 610 VA 1 20 A Ltg. - Conference, Vestibule, Offices 114, 115 C-2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1Mounting: Recessed Wires: 4 Mains Rating: 100 A

Supply From: EXISTING PANEL A Phases: 3 Mains Type: MLOLocation: OFFICE 115 Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: PANEL C

Legend:Total Connected Load: 50940 VA

Total Amps: 150 A 134 A 144 ATotal Load: 17830 VA 16040 VA 17070 VA

B-41 Power Outlet Center 20 A 1 720 VA 200 VA 1 20 A New Circulation Pump B-42B-39 Power Outlet Center 20 A 1 720 VA B-40B-37 1500 VA B-38B-35 Dryer 30 A 2 1500 VA 1200 VA B-36B-33 Spare 20 A 1 0 VA 1200 VA B-34B-31 Rooftop Receptacle 20 A 1 180 VA 1200 VA

3 20 A EF-4 Rm 115B-32

B-29 1500 VA 500 VA 1 20 A Unit Heater Rm 111 B-30B-27 1500 VA 720 VA 1 20 A Power Outlet Center B-28B-25

Vehicle Lift 20 A 31500 VA 2000 VA B-26

B-23 Spare 20 A 1 0 VA 2000 VA B-24B-21 3000 VA 2000 VA

3 30 A Air CompressorB-22

B-19 3000 VA 1000 VA 1 20 A Overhead Doors 9, 10, Rm 118 B-20B-17

Pressure Washer 40 A 33000 VA 1000 VA 1 20 A Overhead Doors 7, 8, Rm 117 B-18

B-15 Boiler 20 A 1 500 VA 1500 VA 1 20 A Overhead Doors 4, 5, 6 Rm 115 B-16B-13 EF-9 Rm 118 20 A 1 750 VA 1500 VA 1 20 A Overhead Doors 1, 2, 3 Rm 115 B-14B-11 EF-5 Rm 117 20 A 1 750 VA 1200 VA B-12B-9 Recirc Pump 20 A 1 200 VA 1200 VA 2 20 A Men's Hand Dryer B-10B-7 Infrared Heaters Rms 117, 118 20 A 1 1200 VA 1000 VA 1 20 A Unit Heaters - Rms 115, 118 B-8B-5 Lights 115 20 A 1 500 VA 3000 VA B-6B-3 Unit Heater 20 A 1 500 VA 3000 VA B-4B-1 Spare 20 A 1 0 VA 3000 VA

3 40 A RTU-1B-2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

1. Electrical Contractor shall verify all equipment requirements prior to ordering breakers.2. Electrical Contractor is responsible to verify all circuits prior to starting work. Update/revise schedule to reflect actual work performed.

Notes:

Enclosure: Type 1Mounting: Surface Wires: 4 Mains Rating: 225 A

Supply From: Phases: 3 Mains Type: 200A MAIN BREAKERLocation: BOILER 111 Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: EXISTING PANEL B

NOT TO SCALEA1 RISER DIAGRAM

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