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PLANNORTH

Copyright ©

CONTRACT DRAWINGSFOR THE CONSTRUCTION OF

TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF THEPLANS AND SPECIFICATIONS FOR THIS PROJECT ARE IN COMPLIANCE

WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTIONCODE AND THE BUILDING CODE OF NEW YORK STATE

NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDERSECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW

100% SUBMISSION

G-001

C&S PROJECT NO.

C&S DRAWING NO:

NOVELIS DRAWING NO:

LOCATION MAP

CASH III BUILDING BATHROOM ANDBREAKROOM FACILITY

NOVELIS CORPORATION

OSWEGO, NEW YORK

FEBRUARY 2017

F89.071.001

ARCHITECTURAL

SHEETNUMBER SHEET NAME

A-001 SYMBOLS, ABBREVIATIONS, LEGENDS & DETAILSA-101 FIRST AND SECOND FLOOR PLANSA-102 FIRST AND SECOND FLOOR REFLECTED CEILING PLANSA-401 ENLARGED PLANS, TOILET ACCESSORY DETAIL & SCHEDULE

ELECTRICAL


E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTESE-100 FIRST AND SECOND FLOOR POWER PLANE-101 THIRD FLOOR POWER PLAN ("ROOF")EL-100 FIRST AND SECOND FLOOR LIGHTING PLANE-600 POWER AND LIGHTING SCHEDULESE-601 SPECIFICATIONS

STRUCTURAL


S-001 GENERAL NOTES, ABBREVIATIONS, AND DETAILSS-101 PLANS AND SECTIONSS-301 ENLARGED STAIR PLANS, SECTIONS, AND DETAILS

SPRINKLER


FP-001 DETAILS, NOTES, AND SYMBOLSFP-101 FIRE PROTECTION PLAN

PLUMBING


P-101 PLUMBING PLANS, RISER DIAGRAMS, SYMBOL LIST AND DETAILS

MECHANICAL


M-001 GENERAL NOTES/ABBREVIATIONS/ SYMBOLSM-101 FIRST & SECOND HVAC PLANSM-102 THIRD FLOOR PLAN ("ROOF")M-501 DETAILSM-601 SCHEDULESM-602 SPECIFICATIONSM-603 SPECIFICATIONS

FIRE ALARM


FA-001 DETAILS, NOTES, & SYMBOLSFA-101 FIRE ALARM PLAN

PROJECTLOCATION

STRUCTURAL STEEL:

1. STRUCTURAL STEEL: ASTM A992 OR A572 (FY = 50KSI)

FOR STEEL SHAPES NOT AVAILABLE IN FY=50KSI, USE ASTM A-36

HIGH STRENGTH BOLTS: ASTM A-325, MINIMUM 3/4" DIAMETER.

3. WELDING ELECTRODES SHALL BE AWS E-70XX. ALL SHOP CONNECTIONS SHALL BE WELDED AND ALL FIELD CONNECTIONS

SHALL BE BOLTED UNLESS OTHERWISE SHOWN.

WHERE THE REACTIONS ARE NOT STATED THE FABRICATOR SHALL PROVIDE FRAMED OR SEATED BEAM CONNECTIONS INACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. THE BEAM CONNECTIONS SHALL HAVE A CAPACITY OFNOT LESS THAN ONE-HALF THE TOTAL UNIFORM LOAD DETERMINED IN ACCORDANCE WITH AISC MANUAL OF STEELCONSTRUCTION TABLE (ASD) FOR "UNIFORM LOAD CONSTRAINTS FOR BEAMS LATERALLY SUPPORTED", FOR BEAMS AND SPANSIN QUESTIONS. HOLES FOR SHOP AND FIELD CONNECTIONS SHALL BE DRILLED OR PUNCHED. NO BURNT HOLES

5. CONTRACTOR SHALL SUPPLY AND USE ALL NECESSARY BRACING AND OTHER MEANS TO MAINTAINSTABILITY AND

LOCATION OF STEEL FRAMING DURING CONSTRUCTION.

6.

7.

VERIFY NUMBER, SIZE AND LOCATION OF ALL WALL AND ROOF OPENINGS WITH ARCHITECTURAL, PLUMBING, AND MECHANICAL

DRAWINGS PRIOR TO PLACEMENT OF COMPOSITE FLOOR DECK DECK.FOR MISCELLANEOUS METALS AND FABRICATION, REFER TO ARCHITECTURAL DRAWINGS.

GENERAL NOTES:

1. CODES AND REFERENCE STANDARDS:

2015 INTERNATIONAL BUILDING CODE, WITH 2016 SUPPLEMENT

2.

4. DESIGN LOADS:

A.

B.C.

FLOOR DEAD LOAD: 62 PSF

FLOOR LIVE LOAD: 100 PSF

D. WIND LOAD:-INTERNAL WIND PRESSURE +/-10 PSF

E. EARTHQUAKE LOAD:

-SEISMIC IMPORTANCE FACTOR, I = II

-SPECTRAL RESPONSE ACCELERATIONS, Ss = .19g

-SPECTRAL RESPONSE ACCELERATIONS, S1 = .06g

-SITE CLASS: A

-SPECTRAL RESPONSE COEFFICIENT, SDS = .098g

-SPECTRAL RESPONSE COEFFICIENT, SD1 = .033g

-DESIGN CATEGORY : A

-BASIC SEISMIC-FORCE-RESISTING SYSTEM: ORIDINARY REINFORCED MASONRY SHEAR WALLS

-SEISMIC RESPONSE COEFFICIENT, Cs = .049

-RESPONSE MODIFICATION FACTOR, R = 2.0

-ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

-DESIGN BASE SHEAR 15.97 KIPS

5.

THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, PLUMBING, HVAC, AND

ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT INDICATED ON THE

STRUCTURAL DRAWINGS. SUCH INFORMATION INCLUDES, AS A MINIMUM, EMBEDDED SLEEVES AND

INSERTS, MISCELLANEOUS DETAILS, SPECIAL FLOOR FINISHES, DOOR THRESHOLDS, SLOPES TO

DRAINS, NAILERS, OPENINGS IN STRUCTURAL ELEMENTS, ETC.

2. ALL TOP OF STEEL ELEVATIONS ARE NOTED ON PLANS. (+/- ____) DENOTES ELEVATION FROM PLAN ELEVATION.

CONSTRUCTION LIVE LOAD: 20 PSF

3. ALL ELEVATIONS ARE REFERENCED FROM FINISH FLOOR = 0'-0".

4. THE FABRICATOR SHALL DESIGN AND DETAIL BEAM CONNECTI0NS WHERE THE REACTIONS ARE GIVEN (EX. 20k), PER AISC.

8. GAURDRAILS SHALL BE 1 1/2" DIA SCH. 40 PIPE CONFORMING TO ASTM A53 GRADE B.

9. GAURDRAIL POSTS SHALL BE 1 1/2" DIA SCHEDULE 40 PIPE CONFORMINGTO ASTM A53 GRADE B SPACED @ MAX. 6' - 0"OC UNO.

10. GAURDRAIL TOE PLATE SHALL BE 1/4"X4" UNO.

11. FOR LANDINGS AND STAIR TREADS USE 1-1/4"X3/16" GW SERIES BAR GRATING

CONCRETE:

1. DESIGN STRENGTH: STRUCTURAL CONCRETE AND SLAB ON GRADE 4000 PSI @ 28 DAYS, NORMAL WEIGHT CONCRETE

WITH TYPE I/II CEMENT.

2. STANDARDS: DESIGN ACI 318 - LATEST EDITION

DETAILS ACI 315 - LATEST EDITION

MATERIALS ACI 301 - LATEST EDITION.

3. BARS ASTM A-615 GRADE 60 - DEFORMED.4. CONCRETE COVER OVER BARS:

CONCRETE DEPOSITED ON GROUND 3".

FORMED CONCRETE EXPOSED TO GROUND, WEATHER OR WATER 2" UNLESS NOTED OTHERWISE.

WALLS & SLABS NOT DIRECTLY EXPOSED TO GROUND, WATER OR WEATHER 1-1/2".

5. SPLICES IN REINFORCEMENT: UNLESS OTHERWISE NOTED, ALL SPLICES AND ANCHORAGES SHALL BE MINIMUM 40 BAR

DIAMETERS, BUT NOT LESS THAT 16 INCHES. STAGGER SPLICES WHEREVER POSSIBLE AND LOCATE SO AS NOT TO IMPAIR

STRENGTH OF MEMBERS.

6.

ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A ¾" CHAMFER.

7. PROVIDE ONE LAYER 6x6 - W2.9xW2.9 WELDED WIRE FABRIC IN ALL FLOOR SLABS UNLESS NOTED OTHERWISE.

8. THE CONTRACTOR SHALL NOT PLACE ANY CONCRETE PRIOR TO INSPECTION OF THE REINFORCING STEEL AND

AUTHORIZATION BY THE ENGINEER.

9. PROVIDE WALL CORNER BARS SAME AS HORIZONTAL REINFORCING, INCLUDING TOP AND BOTTOM BARS, TYPICAL AT ALL

CORNERS, MINIMUM #4 @ 12"OC 3'-0"x3'-0" LONG.

10. PROVIDE EXTRA BARS IN SLABS AT RE-ENTRANT (CORNERS 2 - #4 @ 6"OC 4'-0" LONG).

11. ALL EPOXY GROUTED DOWELS AND ANCHOR BOLTS SHALL USE POWERS PE 1000+ OR APPROVED EQUAL.

12. PREP, PRIME, AND PAINT STRUCTURAL STEEL AND DECKING IN ACCORDANCE WITH THE NOVELIS PAINT SPECIFICATION.

MASONRY:

1. ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMALWEIGHT WITH COMPRESSIVE STRENGTH f'm =2,000 PSI @ 28 DAYS (MINIMUM).

3. MORTAR FOR ALL WORKSHALL BE TYPE S, WITH MINIMUM COMPRESSIVE STRENGTH f'm = 2,000 PSI @ 28 DAYS.

2. ALL GROUT FOR CORE FILLING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'm = 2,000 PSI @ 28 DAYS (MINIMUM) ANDSHALL CONFORM TO ASTM C476.

4. REINFORCING BARS SHALL BE ASTM A615 GRADE 60 - DEFORMED.

LEGEND / ABBREVIATIONS:

UNO - UNLESS NOTED OTHERWISE

RO - ROOF OPENINGOC - ON CENTER

OCEW - ON CENTER, EACH WAY

CONT - CONTINUOUS

- CENTER LINE

T/WALL - TOP OF WALL ELEVATION

AFF - ABOVE FINISH FLOOR

FF - FINISH FLOOR

SOG - SLAB ON GRADE

WWF - WELDED WIRE FABRIC

T/PIER - TOP OF PIER ELEVATION

T/SLAB - TOP OF SLAB ELEVATION

EW - EACH WAY

EF - EACH FACE

EFEW - EACH FACE, EACH WAY

COL - COLUMN

GALV - GALVANIZED

T/S - TOP OF STEEL ELEVATION

CMU - CONCRETE MASONRY UNIT

MO - MASONRY OPENING

VERT - VERTICAL

HORIZ - HORIZONTAL

EMB - EMBEDMENT

EXP - EXPANSION

T&B - TOP AND BOTTOM

EL - ELEVATION

BPE - BOTTOM OF PILE ELEVATION

EXG - EXISTING

DIA - DIAMETER

F.S. - FOUNDATION STEPSIM - SIMILAR

FD - FLOOR DRAIN

NS/FS - NEAR SIDE/FAR SIDEGA - GAUGE

3/8" PL W/ (40) 14-10X2" SCREWS AT 2"

OCT/SECOND FLOOR = 12' - 0"

CEILING = 8' - 0"

1/4

W8X15

1/4" WEB STIFFENEREACH EACH SIDE

5"

2-1/2" DIA SCHEDULE 80 STANCHION

1/4

3/8"X3-1/2" DIA CIRCULAR CAP PLATE

1" DIA PIN HOLE IN 3/8" PLATE1-1/4" RAD

7/8"

1/2"

BE

LOW

CE

ILIN

G2"

2.8 2.9A1

S-001

CONT L6X3-1/2X5/16 NS/FS

CUT 8" CMU TO FIT AS REQUIRED

21' - 9"

22' - 7"

8" CMU BOND BEAM W/ #4 CONT

(3) COURSES OF 8" CMU BOND BEAM W/CONT #4 BAR @ EACH COURSE

21' - 0 3/4"

W12X40 BEAM

EXG W10X49

T/THIRD FLOOR = 24' - 0"

CONT 12GA CELL CLOSURE

1/4 8NS/FS

CONT WT5X19.5 AT FRAMINGINTERRUPTIONS. USE 8" LG1/4" FILLET WELDS ALONGBOTH FLANGES AT SUPPORTS

DECK BEAR MINIMUMOF 3" ON FLANGE OF

WT5X19.5

INFILL BOTH SIDES BETWEENFLANGES OF EXG W10X49 BEAMWITH 4" CMU

He Hd Hc

A3

S-001


T/S = 37' - 6"

CUT 8" CMU AS REQUIRED TOFIT AROUND EXISTING

HSS6X6X5/16W12X40 BEAMS

5" COMPOSITE DECK

CONT L5X3X3/8 LEDGER

T/S = 22' - 7"

W12X40 BEAMS BEAR ONEXISTING W10X49.REINFORCE EXISTINGW10X49 AS DIRECTED BYENGINEER.EXISTING W10X49

8" CMU WALL

CONT WTX19.5

(4) 3/8" DIA WEDGESCREW ANCHORS W/

4-1/2" MIN EMBED

3/8"

6"

EM

BE

D

4 1/

2"

T/CMU

1 1/

2"1-1/2" DIA SCHEDULE 40GUARDRAIL POST

5"

5"

1/2" DIA X 2-1/2" SHOULDER SCREW

2" DIA X 6"LG SCHEDULE 40 POST SLEEVE

3/4"

3/4"

3/16

3/4"

3 1/

2"

3/8"X5"X0'-5" PLATE

8" CMU BOND BEAM BLOCK PER PLAN

PLANSECTION

2 1/8"

3 1/2"

MAX

8' - 0"

10"0' - 2"

10"0' - 4"

B3

S-001

MAX

6' - 0"

11 3

/4"

MA

X

19"

1-1/2" DIA SCHEDULE40 GUARDRAIL POST


T/CMU = 24' - 8"

1-1/2" DIA SCHEDULE 40GUARDRAIL RAILING

DOOR OPENING. REFER TOARCHITECTURAL DRAWINGS.

1-1/4"X3/16" BAR GRATING

L2X2X3/16 GRATING SEAT

C12X20.7

1-1/2"SCHEDULE 40

GUARDRAILPOST

T/SECOND FLOOR = 12' - 0"

2 1/

2"

C8x11.5 LEDGER

(2) 5/8" DIA SCREWANCHORS W/ 3-1/2"MIN EMBED

3/16

REFER TO FORDECK TO LEDER CONNECTIONDETAIL

2"

RECESS L2X2X3/16 GRATING SEAT3-1/2" FROM FACE OF WALL

3" 3 1/

2"

SECTION

C8X11.5

2 1/2"

2 3/

4"

C12X20.7

/E3 S-101

W8X24 LINTEL

1/2X7 5/8 CONTINUOUS PL

3/16 3" @ 12"

3/16 3" @ 12"2" CMU FILLER EACH SIDE

WINDOW OPENING. REFER TOARCHITECTURAL DETAILS.

8" CMU

Copyrightc

NO ALTERATION PERMITTED HEREONEXCEPT AS PROVIDED UNDER SECTION7209 SUBDIVISION 2 OF THE NEW YORK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B

499 Col. Eileen Collins Blvd.Syracuse, New York 13212

Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

M.J. BARBER

M.J. BARBER

J.D. NADZAN, P.E.

S−001

F89.071.001

GENERAL NOTES,ABBREVIATIONS, AND DETAILS

CA

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DIN

GB

ATH

RO

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D B

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RO

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CIL

ITY

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, NE

W Y

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OR

PO

RA

TIO

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SCALE: 12" = 1'-0"B5 GENERAL NOTES

SCALE: 12" = 1'-0"A5 ABBREVIATIONSSCALE: 1" = 1'-0"A4 TIE−OFF STANCHION DETAIL

SCALE: 3/4" = 1'-0"A3 SECTION AT CRANE BRACE BAYSCALE: 1/4" = 1'-0"A1 ELEVATION AT CRANE BRACE BAY

SCALE: 1 1/2" = 1'-0"B3 REMOVABLE GUARDRAIL CONNECTION DETAILSCALE: 3/4" = 1'-0"B1 REMOVABLE RAILING ELEVATION

SCALE: 1" = 1'-0"B4 STAIR LEDGER TO WALL CONNECTION DETAIL

SCALE: 1" = 1'-0"C1 OVERHEAD LINTEL DETAIL

26' -

0"

9' - 0"7 5/8" 8' - 6"

7 5/8"

W14

X30

W14

X30

W14

X30

W14

X30

W14

X30

W14

X30

W14

X30

EX

TER

IOR

WA

LL

L5X3X3/8 L5X3X3/8

L5X3X3/8 L5X3X3/8

L5X

3X3/

8

L5X

3X3/

8

E4

S-101

2.8 2.8

2.9 2.9

3.7 3.7

Hf

Hf

He

He Hd

Hd

Hc

Hc

8" CMU WALL W/ #4 BAR @ 32"OC GROUTED SOLID. PROVIDEPROVIDE 9 GA WIREREINFORCEMENT AT 16" OCVERTICAL.

E2

S-101

40' - 8" 15' - 0" 25' - 0"

9' - 3" 9' - 3" 9' - 3" 9' - 3" 9' - 3" 9' - 3"

80' - 8"

4' -

0"22

' - 6

"

C1

S-301

A5

S-101

A5

S-301

B5

S-301

10' - 10" FIELD VERIFY

8' -

0" F

IELD

VE

RIF

Y

TIE-OFF ANCHORABOVE EXISTING

MANOLE REFER TOA4/S-001

20"

L5X

3X3/

8

L5X3X3/8

W8X15

L5X3X3/8 LLVFIELD WELD TO EXIST COL(TYP 2 LOCATIONS PER FLOOR)

FIE

LD V

ER

IFY

4' -

8" +

/-

14 5/8" +/-

5' -

7 3/

8"

3' - 8"

EXTERIOR WALL

5-1/2" COMPOSITE DECK

4" CONCRETE1-1/2" 18 GA VL DECKBY VULCRAFT OR APPROVEDEQUAL W/ #4 @ 12" OCEW

A4

S-001

1-1/2" SCHEDULE40 GUARDRAILGATE AT CAGEDACCESS LADDER

2" CMU SOAP FILLER BLOCK

3/4" MIN

(2) 3/4" DIA X 6" LONG DIA HEADED STUD ANCHORS(8" GA)

1"X4-1/2"x1'-0"BEARING PLATE

FULLY GROUTED 8" CMU BONDBEAM. CUT CMU WEBS AS

REQUIRED TO ACCOMODATEANCHORS AND MINIMUM GROUT

SPACE CLEARANCES.

1/4 0

1/4 3

GROUT STOP

GROUT STOPW14X30 GIRDER

REGULAR 8" CMU

2.8

4 1/2" 1"

E1

S-101

7 5/8" 9' - 0"

7 5/8"

26' -

0"

W14

X30

W14

X30

W14

X30

W12

X40

W12

X40

W12

X40

W12

X40

EX

TER

IOR

WA

LL

EXTERIOR WALL

L5X

3X3/

8

L5X3X3/8

L5X

3X3/

8

L5X3X3/8L5X3X3/8

L5X3X3/8

2.8 2.8

2.9 2.9

3.7 3.7

Hf

Hf

He

He Hd

Hd

Hc

Hc

8" CMU WALL W/ #4 BAR @ 32" OCGROUTED SOLID. PROVIDE PROVIDE9 GA WIRE REINFORCEMENT AT 16"OC VERTICAL.

9' - 3" 9' - 3" 9' - 3" 9' - 3" 9' - 3" 9' - 3" 8' - 7 7/8"

40' - 8" 15' - 0" 25' - 0"

4' -

0"22

' - 6

"

E4

S-101

A3

S-001

A5

S-101

C5

S-301

1' - 8"

5' -

7 3/

8"

3' - 8"

5" COMPOSITE DECK

3-1/2" CONCRETE1-1/2" 18 GA VL DECKBY VULCRAFT OR APPROVEDW/ #4 @ 12" OCEW

L5X3X3/8 LLVFIELD WELD TO EXIST COL

EXIST BRACE

EXIST BRACE

FIE

LD V

ER

IFY

4' -

8" +

/-

14 5/8" +/-

CONT WT5X19ALONG TOP OFW12X40 FROMGRIDLINE HE TOWALL

B1

S-001

A1

S-001

1-1/2" DIA SCHEDULE 40GUARDRAIL





CONTINUOUS L5X3X3/8 LEDGER

5/8" WEDGE-BOLT ANCHORS @ 24" OC

(3) COURSES OF FULLYGROUTED 8" CMU BOND BEAM

GROUT STOP

4"

(3) COURSES CONT BOND BEAM

CONT 18GA L5"X2-1/2" POUR STOP

5-1/2" COMPOSITE CONCRETE DECK

5"

FINISH FLOOR = 0' - 0"



10' - 5 1/8"

22' - 5 1/8"

T/BEARING PLATE

T/BEARING PLATE

2.8

REFER TO/A5 S-101

FOR TYPICALREINFORCING LAYOUT

8" CMU BOND BEAM W/(1) #4 BAR . EXTENDMIN 24" BEYONDWIDTH OF OPENING.

8" CMU BOND BEAM W/ (1) #4BAR . EXTEND MIN 24"BEYOND WIDTH OF OPENING.

(3) COURSES OF 8"CMU BOND BEAM W/(1) CONT #4 BAR @EACH COURSE

1-1/2" DIASCHEDULE 40GUARDRAIL POST.REFER TO /B3 S-001

B1

S-001

13'-4" LONG W8X24 W/ 3/8X7 5/8CONTINUOUS BOTTOMPLATE.CENTER OVER WITDTH OFROUGH OPENING.

13'-4" LONG W8X24 W/ 3/8X7 5/8CONTINUOUS BOTTOM PLATE.CENTER OVER WIDTH OF ROUGHOPENING.

S-001C1

S-001C1


24' - 8"

T/CMU



24' -

8"

3"30

" LA

P

#4 BAR FULLY GROUTED @ 32" OC

8"

#4 BAR EPOXIED INTO EXISTING FLOOR @32" OC. USE POWERS PE 1000+ EPOXYADHESIVE OR APPROVED EQUAL.(8" EMBED TYP)

8"

34"

1-1/2" DIASCHEDULE 40GUARDRAIL POST.REFER TO

BOTTOM LANDING9' - 2"

(3) COURSES OF 8"CMU BOND BEAM W/(1) CONT #4 BAR @EACH COURSE

L3"X1-1/2" 18 GA CELLCLOSUREPERPENDICULAR TODECK FLUTES

B1

S-001/B3 S-001

W14X30

STEEL DECK

CONCRETE

3/4" SHEAR STUDS @ 12" OCBeff

6' - 3 3/4"

2 3/

4"

1" C

LR

1" C

LR

#4 BAR @ 12" OCEW

1' - 0"

T/DECK

T/CONC

1"X4-1/2"X12" BEARING PLATE

L5X3X3/8 LEDGER

W14X30 GIRDER

INFILL CMU AS REQUIRED

8"

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

M.J. BARBER

M.J. BARBER

J.D. NADZAN, P.E.

S−101

F89.071.001

PLANS AND SECTIONS

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SCALE: 1/4" = 1'-0"A1 SECOND FLOOR FRAMING PLAN

SCALE: 3/4" = 1'-0"E1 BEAM TO CMU WALL BEARING CONNECTION SECTION

SCALE: 1/4" = 1'-0"C1 THIRD FLOOR FRAMING PLAN

4' 8'0 2'

PLANNORTH

SCALE: 3/4" = 1'-0"E3 STEEL DECK TO LEDGER CONNECTION DETAIL

SCALE: 3/8" = 1'-0"C5 TYPICAL CMU WALL SECTION AT OPENINGS

SCALE: 3/8" = 1'-0"A5 TYPICAL CMU WALL SECTION

SCALE: 3/4" = 1'-0"E4 TYPICAL COMPOSITE BEAM SECTIONSCALE: 3/4" = 1'-0"E2 BEAM TO CMU BEARING CONNECTION ELEVATION

4' 8'0 2'

PLANNORTH

A5

S-301

40.00°


3' - 9"

C12X20.7

HSS3X3X3/1

6

C12X20.7

3/8" GUSSET PL

3/8" X3"X3-1/2" TAB

3/8"X3-3/8" CAP PL

3/4" DIA A325 BOLT

3/8"X6"X1'-0" PL

(4) 1/2" WEDGE SCREW ANCHORS W/ 4" MIN EMBEDMENT

5/8"

L2x2x1-8" SUPPORT ANGLE


1 1/

4"

2 5/

8"

2 1/2"

L4X3X1/4X0'-5" LG CLIP

FACE OF 8" CMU WALL

A3

S-301

3.7

C1

S-301

OUT-TO-OUT

4' - 6"

OU

T-TO

-OU

T

7' -

6"

14' - 3 1/4"3' - 0 3/4"

A5

S-301

B5

S-301

EXG TRANSFORMER. PROTECT.IN/IN

3' - 0"

IN/IN

3' -

0"

C12X20.7

C12X20.7

HSS5X5X5/16

C12

X20

.7

C12

X20

.7

C12X20.7

C12

X20

.7

C12X20.7

C8X11.5

S-301E4

L2X2X3/16

L2X2X3/16

C1

S-301

(16)

RIS

ER

S @

6 7

/8"

= 9

' - 1

3/4

"

31.9

4°

T/LANDING = 9' - 1 3/4"



2' -

10 1

/4"

C12X20.7

GRATING

L3x3x1/4 W/ (1) 3/4" DIA ANCHOR MIN 4" EMBED

C12X20.7

S-301E3

7' -

0"

1

1

HSS3X3X3/8KNEE BRACE

6 7/

8" (T

YP

)

12" WIDE X 1-1/2" METAL GRATINGTREAD WITH 1" NOSING (TYP)

1"


T/LANDING = 9' - 1 3/4"

(5) R

ISE

RS

@ 6

-7/8

" =

2' -

101/

4"9'

- 1

3/4"


31.9

4°

HS

S5X

5X

5/1

6

HSS3X3X3/16 KICKERS

HS

S5X

5X

5/1

6

HSS3X3X3/8KNEE BRACE

1

1

C12X20.7 STRINGER

40 7

/8"

22 1

/8"

19"

B4

S-001

C12X20.7

L4X3X1/4X5-1/2"LG

(2) 3/4" A325 BOLTS


1 1/

4"

3"

C12X20.7

2 1/2"

L2X2X1/8 BAR GRATINGSUPPORT ANGLE


2.8

2.9

Hf

C5

S-301

E1

S-301

7"

3' - 2 1/4" 1' - 1 1/8"

EXISTING STAIR PLATFORM FRAMING

C12

X20

.7

C12

X20

.7

C12X20.7

C12X20.7

L4X

3X1/

4

4' -

7 1/

8"

1-1/4X1/8 BAR GRATING

E2

S-301

PIPE 1.5STD. GAURDRAILS (TYP)

L4X3X1/4

L4X3X1/4

REMOVE EXISTING GAURDRAIL AT LOCATION OF PLATFORM

PROPOSED OSHA APPROVED LADDED

(3) 1/2" EXPANSION BOLTS

2.8 2.9

PROVIDE OSHA COMPLIANTCAGED STEEL LADDER W/

LADDER SAFETY GATE (LSG BYPS DOORS OR EQUAL) AT TOP

OF LADDER

T/GRATING = 9' - 11 1/8"

T/WALL = 24' - 8"


EXISTING W10X49 COLUMN

C12X20.7C12X20.7

14 1/4"18"

0' -

0 5/

8"

1-1/2" GUARDRAIL1-1/2" GUARDRAIL

L4X3X1/4

C12X20.7

TYPICAL CMU WALL.SEE A5/S-101

L4X3X1/4

3/16"1/4" TAB

3/16TYP

TYP

2 1/

2"

7"

PROPOSED OSHA APPROVED LADDER Hf

3/16

3/16

T/S = 9' - 9 7/8"

7"

2"3"

2"

(2) 3/4" EXPANSION BOLTS

3/16

L4X3X1/4

3"3/16C12X20.7

C12X20.7 C12X20.76"

1/4"X3 1/2" TAB

3/16

3/16TYP

5/8" THICK BASE PLATE ON 1" NON-SHRINK GROUT

1 1/

2"8"

1 1/

2"

1 1/2" 8" 1 1/2"

11"

11"

(4) 3/4" DIA ASTM F1554GRADE 36 ANCHOR RODSW/ POWERS PE 1000+EPOXY (8" EMBED)

2"5"

2"

C12X20.7

C12X20.7

HSS5X5X5/16

3/16

L4X3X1/4

4"

4"

C12X20.7

C12X20.7

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

M.J. BARBER

M.J. BARBER

J.D. NADZAN, P.E.

S−301

F89.071.001

ENLARGED STAIR PLANS,SECTIONS, AND DETAILS

CA

SH

III B

UIL

DIN

GB

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

CIL

ITY

OS

WE

GO

, NE

W Y

OR

KN

OV

ELI

S C

OR

PO

RA

TIO

N

SCALE: 1" = 1'-0"B5 KICKER TO LANDING CONNECTION

SCALE: 1/2" = 1'-0"A1 ENLARGED STAIR FRAMING PLANSCALE: 1/2" = 1'-0"A3 NORTH STAIR ELEVATION

SCALE: 1/2" = 1'-0"C1 WEST STAIR ELEVATION

SCALE: 1" = 1'-0"A5 TYPICAL LANDING CONNECTION DETAIL

PLANNORTH

2' 4'0 1'

SCALE: 3/4" = 1'-0"C3 LADDER PLATFORM ENLARGED PLANSCALE: 1/2" = 1'-0"C5 LADDER ELEVATION

SCALE: 1 1/2" = 1'-0"E1 BOTTOM OF LADDER FRAMINGSCALE: 3/4" = 1'-0"E2 LADDER PLATFORM FRAMING DETAIL

SCALE: 3" = 1'-0"E3 COLUMN BASE PLATE DETAILSCALE: 1 1/2" = 1'-0"E4 TYPICAL HEADER CONNECTION

EARTH

GRANULAR FILL

CONCRETE

BRICK

CONCRETE MASONRY UNIT

STEEL SECTION

STRUCTURAL STEEL

PLYWOOD

WOOD (FINISHED)

WOOD (CONTINUOUS)

WOOD (BLOCKING)

INSULATION (LOOSE OR BATT)

INSULATION (RIGID BOARD)

GLASS

ACOUSTIC/CERAMIC TILE

GYPSUM WALL BOARD, SAND,PLASTER, CEMENT, GROUT

TERRAZZO

CARPET

A-101A1

SIM

101

0

1

1A

A

ROOM NAME

101

150 SF

A1 / A-101 VIEW REFERENCE

LEVEL REFERENCE

DETAIL CALLOUT

WALL SECTION

BUILDING SECTION

INTERIOR ELEVATION

EXTERIOR ELEVATION

STRUCTURAL GRID

DESCRIPTIONSYMBOL

ROOM TAG

WALL TAG

DOOR TAG

WINDOW TAG

REVISION TAG

STRUCTURAL GRID LINE

FINISHED SURFACE LINE

DEMOLITION LINE

OVERHEAD/HIDDEN LINE

DESCRIPTIONSYMBOL

A1A-101

SIM

A1A-101

SIM

A1A-101

SIM

A1A-101

SIM

1. THE TERM "WALL" AND "PARTITION ARE USED INTERCHANGEABLY.2 ALL DIMENSIONS ARE NOMINAL CENTERLINE OF METAL STUD PARTITION OR FACE OF MASONRY UNLESS OTHERWISE

NOTED.3. ALL GYPSUM BOARD (GYP BD) TO BE 5/8 "TYPE X" 1 HOUR FIRE RATED EXCEPT WHERE CEMENTITIOUS BACKER BOARD

IS REQUIRED AT TILE INSTALLATIONS. ALL GYPSUM BOARD SHALL BE INSTALLED VERTICALLY WITH JOINTS STAGGEREDWHERE THERE ARE TWO LAYERS. NO GLUING ALLOWED.

4. PROVIDE ACOUSTICAL SEALANT AT ALL PARTITION PERIMETERS, RUNNERS, ELECTRICAL OUTLETS, PENETRATIONS ANDOPENINGS. TO MINIMIZE SOUND TRANSMISSION ELECTRICAL OUTLETS SHALL BE SEPARATED BY A MINIMUM OF ONE STUD,BACK TO BACK.

5. THE LOCATIONS OF FIRE RATED WALLS ARE SHOWN ON THE DRAWINGS. PENETRATIONS IN RATED ASSEMBLIES SHALLBE FIRE STOPPED TO MAINTAIN REQUIRED RATING.

6. WALL HEIGHTS:-ALL FIRE RATED WALLS SHALL BE FULL HEIGHT TO UNDERSIDE OF STRUCTURE. UNLESS OTHERWISE NOTEDON THE DRAWINGS ALL WALLS SHALL BE PARTIAL HEIGHT TO 6" ABOVE CEILING. STUDS MAY CONTINUE TOSTRUCTURE FOR BRACING, OR BRACED AS NOTED BELOW.

7. LATERAL BRACING:-PROVIDE APPROPRIATE LATERAL BRACING FOR WALLS EXCEEDING THE UNBRACED HEIGHTINDICATED OR THOSE THAT DO NOT EXTEND TO STRUCTURE. SEE LATERAL BRACING DETAILS FORADDITIONAL REQUIREMENTS.

8. GYPSUM WALL BOARD CONSTRUCTION SHALL BE ISOLATED WITH CONTROL JOINTS WHERE:-PARTITIONS OR CEILINGS OF DISSIMILAR CONSTRUCTION MEET AND REMAIN IN THE SAME PLANE.-EXPANSION OR CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE OR WALL CONSTRUCTION.PROVIDE CONTROL JOINTS IN THE FACE OF GWB PARTITIONS AND CEILINGS WHEN THE SIZE OFTHE SURFACE EXCEEDS THE FOLLOWING CONTROL JOINT SPACING:

-PARTITIONS: 30' MAX. IN EITHER DIRECTION-CEILINGS: 50' MAX. IN EITHER DIRECTION (WITH PERIMETER RELIEF)

9. PROVIDE METAL STUD INSERT BLOCKING AT ALL WALLS RECEIVING WALL MOUNTED EQUIPMENT AND/OR ACCESSORIES.COORDINATE WITH ALL TRADES AND OWNER EQUIPMENT LAYOUTS.

10. SEE PARTITION TYPES FOR LOCATIONS OF ACOUSTIC AND THERMAL INSULATION.

A

AFF ABOVE FINISHED FLOORACT ACOUSTICAL CEILING TILEAMP ACOUSTICAL METAL PANELALUM ALUMINUM& ANDL ANGLE@ AT

B

BLK BLOCKBD BOARDBOT BOTTOMBLDG BUILDINGBL BUILDING LINE

C

CPT CARPETCLKG CAULK(ING)CLG CEILINGCBB CEMENTITIOUS BACKER BOARDCTR CENTERCL CENTER LINECT CERAMIC TILECH BD CHALKBOARDCLR CLEAR / CLEARANCECLO CLOSETCOL COLUMNCONC CONCRETECMU CONCRETE MASONRY UNITCONT CONTINUOUSCJ CONTROL JOINTCG CORNER GUARDCORR CORRIDORCTR COUNTERCRS COURSE(S)CRN CROWN

D

DEMO DEMOLISH / DEMOLITIONDET DETAILDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDWG DRAWINGDF DRINKING FOUNTAIN

E

EA EACHELEC ELECTRICEWC ELECTRIC WATER COOLEREL ELEVATIONELEV ELEVATORENCL ENCLOSUREENTR ENTRANCEEQ EQUALEQUIP EQUIPMENTEXH EXHAUSTEXIST EXISTINGETR EXISTING TO REMAINEXP EXPANSIONEJ EXPANSION JOINTEXP EXPOSEDEXT EXTERIOR

F

FOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFOW FACE OF WALLF/F FACE TO FACEFT FEET/FOOTFRP FIBER REINFORCED POLYESTERFGL FIBERGLASSFIN FINISH(ED)FF FINISH FLOORFIN GR FINISH GRADEFF EL FINISHED FLOOR ELEVATIONFA FIRE ALARMFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFP FIRE PROTECTIONFRT FIRE RETARDANTFP FIREPROOFFIXT FIXTUREFLASH FLASHINGFLR FLOORFD FLOOR DRAINFTG FOOTINGFDTN FOUNDATIONFURN FURNISHFBO FURNISHED BY OTHERSFURG FURRED(ING)

G

GA GAGE / GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGL GLASSGL BLK GLASS BLOCKGB GRAB BARGRL GRILLEGYP BD GYPSUM BOARD

H

HCP HANDICAPPEDHNDRL HANDRAILHDWD HARDWOODHT HEIGHTHP HIGH POINTHM HOLLOW METAL

I

IRWC IMPACT RESISTANT WALL COVERINGID INSIDE DIAMETERINSUL INSULATION / INSULATEDINT INTERIOR

J

JAN CLO JANITOR'S CLOSET

K

KD KNOCKDOWN

L

LAM LAMINATELAM GL LAMINATED GLASSLAV LAVATORYL LENGTH / LONGLF LINEAL FEETLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLPT LOW POINT

M

MFR MANUFACTURERMO MASONRY OPENINGMATL MATERIALMAX MAXIMUMMECH MECHANICALMTL METALMEZZ MEZZANINEMIN MINIMUM

N

NOM NOMINALNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALE

O

OC ON CENTEROPNG OPENINGOPP OPPOSITEOD OUTSIDE DIAMETEROH OVERHEAD

P

PT PAINTPTD PAPER TOWEL DISPENSERPBD PARTICLE BOARDPTN PARTITIONPLAS PLASTERPLAM PLASTIC LAMINATEPLBG PLUMBINGPLYWD PLYWOODPOL POLISHEDPVC POLYVINYL CHLORIDEPT PRESSURE TREATED

Q

QT QUARRY TILE

R

R RADIUSREINF REINFORCEREQD REQUIREDRF RESILIENT FLOORINGREV REVISION / REVISEDR RISERRD ROOF DRAINRL ROOF LEADERRTU ROOF TOP UNITRM ROOMRO ROUGH OPENINGRBR RUBBERRB RUBBER BASE

S

SCH SCHEDULE (D)SLNT SEALANTSLR SEALERSECT SECTIONSHTHG SHEATHINGSIM SIMILARSD SOAP DISPENSERSAFB SOUND ATTENUATION FIBERGLASS BATTSPEC SPECIFICATIONSF SQUARE FEETSTN STAINSST STAINLESS STEELSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDEDSYS SYSTEM

T

TK BD TACK BOARDTMPD GL TEMPERED GLASSTER TERRAZZOTHK THICKNESSTHRES THRESHOLDTL TILETPTN TOILET PARTITIONT&B TOP AND BOTTOMTO TOP OFTOS TOP OF STEELTOW TOP OF WALLT&G TONGUE AND GROOVET TREAD(S)TYP TYPICAL

U

UNFIN UNFINISHEDUON UNLESS OTHERWISE NOTED

V

VB VAPOR BARRIERVR VAPOR RETARDERVTR VENT THROUGH ROOFVIF VERIFY IN FIELDVERT VERTICALVEST VESTIBULEVCT VINYL COMPOSITION TILEVWB VINYL WALL BASEVWC VINYL WALL COVERINGVP VISION PANEL

W

WSCT WAINSCOTW CAB WALL CABINETWC WATER CLOSETW WIDEWG WIRE GLASSW/ WITHWM WIRE MESHWD WOODWBL WOOD BLOCKING

ITEM COMMON FIXTUREPHYSICALLY

HANDICAPPED (ADA) REMARKS

HEIGHTS OF ITEMS NOT INDICATED ON THIS CHART SHALL BE AS DETAILED, SPECIFIED, OR AS DIRECTED BY THE PRODUCTMANUFACTURER'S INSTALLATION REQUIREMENTS.

ALL HEIGHTS ARE SHOWN IN INCHES ABOVE THE FINISHED FLOOR LINE.

NOTE:

1.

2.

DRINKING FOUNTAIN (SPOUT)

GRAB BAR (WALL MOUNTED)

LAV AND SINK (TO RIM)

LAV AND SINK (BOT OF APRON)

LIGHT SWITCH (CL)

HAND DRYER

SOAP DISPENSER (CL & TOP)

TOILET PAPER HOLDER (CL)

URINAL (RIM)

URINAL (CL OF FLUSH VALVE)

WATER CLOSET (SEAT)

WATER CLOSET (CL OF FLUSH VALVE)

42

33

34

---

42

40

37

19 MIN

22

---

15

---

36 MAX

33 - 36

34 MAX

29 MIN

48 MAX

48 MAX

48 MAX

29 MIN

17 MAX

44 MAX

17 - 19

44 MAX

ADA REACH STANDARDS

ADA REACH STANDARDS

ADA REACH STANDARDS

18 (TYP)

EXIT

4'-8"

VARI

ESPE

RCO

NDITI

ON

ACCE

SSPA

NEL

ACCE

SSPA

NEL

EXIT

SIGN

8'-2"

7'-6"

CLOC

K

PAIN

TERC

OMSP

EAKE

R

ABOV

ECO

UNTE

RDA

TAOU

TLET

ABOV

ECO

UNTE

RDO

UBLE

DUPL

EXOU

TLET

ABOV

ECO

UNTE

RDU

PLEX

OUTL

ET

WAL

LMOU

NTED

TELE

PHON

E

KEYE

DSW

ITCH

DOUB

LESW

ITCH

SING

LESW

ITCH

WAL

LMOU

NTED

FIRE

EXTI

NGUI

SHER

FIRE

EXTI

NGUI

SHER

CABI

NET

4'-0"

4'-0"

4'-8"

5'-0"

1'-6"

4"

7'-6"

5'-8"

4'-6"

4'-6"

4'-6"

DATA

OUTL

ETDA

TAOU

TLET

DOUB

LEDU

PLEX

OUTL

ETDU

PLEX

OUTL

ET

INFR

A-RE

DSE

NSOR

EMER

GENC

YLIG

HT

FIRE

ALAR

MVI

SUAL

DEVI

CE

SAFE

TYSW

ITCH

DISC

ONNE

CT

FIRE

BLAN

KET

CABI

NET

FIRE

ALAR

MPU

LLST

ATIO

N

METAL FRAMING AT 16" OCWITH TOP DEFLECTION TRACK

(1) LAYER 5/8" TYPE X GYP BDEACH SIDE

FIRE STOP AND SEALANT ATRATED WALLS, SMOKE STOPAND SEALANT AT NON-RATEDWALLS

1/2"M

IN

BATT INSULATION

MA

SCHEDULED CEILINGEACH SIDE

SCHEDULED FLOOR/BASEEACH SIDE

TYPE MATERIAL DEPTH STUD FIRERATING

UNBRACEDHEIGHT DESCRIPTION

- - -MA-6 GWB 7-1/4" 6"

METAL FRAMING AT 16" OCWITH TOP DEFLECTION TRACK(1) LAYER 5/8" TYPE X GYP BD

1/2"M

IN

SCHEDULED CEILING

BATT INSULATION

SCHEDULED FLOOR/BASE


MD TYPE MATERIAL DEPTH STUD FIRERATING

UNBRACEDHEIGHT DESCRIPTION

- - -MD-3 GWB 4-1/4" 3-5/8"

FIRST FLOOR0"

SECOND FLOOR12'-0"

TOP OF WALL24'-8"

LIGHTWEIGHT CONCRETE FILLED METALDECK, REFER TO STRUCTURAL

8" CMU, REFER TO STRUCTURAL

ACOUSTICAL PANEL CEILING,REFER TO ROOM FINISH SCHEDULE

HAT CHANNELS @ 24" OC

5/8" GYP BD, FINISH PER SCHEDULE

LIGHTWEIGHT CONCRETE FILLED METAL DECK,REFER TO STRUCTURAL

8" CMU, FINISH PER ROOM FINISH SCHEDULE,REFER TO STRUCTURAL

ACOUSTICAL PANEL CEILING,REFER TO ROOM FINISH SCHEDULE

FLOOR FINISH AND BASE, REFERTO ROOM FINISH SCHEDULE

FLOOR FINISH AND BASE, REFERTO ROOM FINISH SCHEDULE

LINTEL, REFER TO STRUCTURAL

REFER TO STRUCTURAL FOR BOND BEAMLOCATIONS AND REINFORCEMENT INFORMATION

LINTEL, REFER TO STRUCTURAL

REFER TO STRUCTURAL FOR BOND BEAMLOCATIONS AND REINFORCEMENT INFORMATION



CONCRETE MASONRY UNIT(CMU)

SCHEDULED CEILINGEACH SIDE

CATYPE MATERIAL DEPTH FIRE

RATINGUNBRACED

HEIGHT DESCRIPTION

CA-4 CMU 3-5/8" - - -CA-8 CMU 7-5/8" - - SEE NOTE BELOW

7/8" METAL FURRING CHANNELAT 16" OC

(1) LAYER 5/8" GYP BD

6"MI

N


CONCRETE MASONRY UNIT(CMU)


CDTYPE MATERIAL DEPTH FIRE

RATINGUNBRACED

HEIGHT DESCRIPTION

CD-8 CMU/GWB 9-1/8" - - -

ABBREVIATIONS:FF - FINISHED FLOORHM - HOLLOW METALPT - PAINT

ABBREVIATIONS:APC - ACOUSTICAL PANEL CEILINGCONC - CONCRETECMU - CONCRETE MASONRY UNITEPOXY - EPOXY COATING, REFER TO THE NOVELIS

STANDARD PAINT SPECIFICATIONEXP - EXPOSEDFRP - FIBER-REINFORCED PANELING, FULL HEIGHTGYP BD - GYPSUM BOARDPT - PAINT, REFER TO THE NOVELIS PAINT

STANDARD SPECIFICATIONPOL CONC - POLISHED CONCRETESLR - SEALERVINYL - VINYL BASE, REFER TO SPECIFICATIONUNFIN - UNFINISHED

1

ASSC

H2"

2" AS SCH

SF

2

ASSC

H

AS SCH

ASSC

H4"

2" AS SCH

FRAME TYPES

DOOR TYPES

TYPES:SF - SINGLE FLUSH

FF

SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

SCALE: NOT TO SCALEA4 MATERIAL LEGEND

SCALE: NOT TO SCALEB3 GENERAL WALL NOTES

SCALE: NOT TO SCALEA5 ABBREVIATION LISTA1 SYMBOLS LEGENDSCALE: NOT TO SCALE

SCALE: 1/2" = 1'-0"B4 WORKING HEIGHTS OF FIXTURES, HARDWARE, AND EQUIPMENT

SCALE: 1/4" = 1'-0"A2 TYPICAL ELECTRICAL FIXTURE MOUNTING HEIGHT

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Architects, Engineers &Landscape Architect PLLC.

R

Copyright

C&S DRAWING NO:

NOVELIS DRAWING NO:

C:\U

sers

\sar

ahr\D

ocum

ents

\F89

.071

.001

_AR

CH

ITEC

TUR

AL_e

win

g@cs

cos.

com

.rvt

FEBRUARY 2017

S. M. ROGERS

M. W. LAMONTAGNE, AIA


F89.071.001

SYMBOLS, ABBREVIATIONS,LEGENDS & DETAILS

A-001

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: 1" = 1'-0"B2 PARTITION TYPE MASCALE: 1" = 1'-0"B1 PARTITION TYPE MD

SCALE: 1/2" = 1'-0"C4 TYPICAL WALL SECTION DETAILSCALE: 1" = 1'-0"C1 PARTITION TYPE CA

SCALE: 1" = 1'-0"D1 PARTITION TYPE CD

DOOR NO. ROOM NO.TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH FIRE RATING

NOTESDOOR FRAME

HARDWARE SET

102A

102B

103

104

105

106A

107

201

102

102

84"

36" 84" HM PT

84" HM HM PT

36" HM PT

36" HM PT

SF

PT

2

1

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

2

2

1

202A 36" 84" HM PT HM PTSF N/A

106B 36" 84" HM PT HM PTSF 2 N/A

103

104

105

106

107

201

202

106

SF

SF

SF

SF

SF

SF

SF

36"

36"

36"

36"

36"

84"

84"

84"

84"

84"

HM

HM

HM

HM

HM

HM

HM

PT

PT

PT

PT

PT

PT

PT

HM

HM

HM

HM

PT

PT

PT

PT 1

3

4

2

SCALE: 1/8" = 1'-0"E2 DOOR SCHEDULE

ROOM NO ROOM NAME FLOOR BASENORTH SOUTH EAST WEST

WALLS (SUBSTRATE/ FINISH) CEILING

SUBSTRATE/ FINISH HEIGHT

101 CORRIDOR CMU, PT 8'-0"EPOXY VINYL

NOTES

102 CORRIDOR

103 MEN'S

104 WOMEN'S

105 CONFERENCE/BREAK ROOM

106 SHARED SPACE QUALITYSPECIALISTS & MAINT. TECHS

APC

107 STORAGE

201 CORRIDOR

202 OPS ALS OFFICE

203 SHIFT QE OFFICE

204 OPEN OFFICE AREA

GYP BD, PT CMU, PT CMU, PT GYP BD, PT

GYP BD, FRP

CMU, PT

GYP BD, PT

SCALE: 1/8" = 1'-0"C2 ROOM FINISH SCHEDULE

SCALE: 1/8" = 1'-0"E1 DOOR AND FRAME TYPES

1

1

2

203 36" 84" HM PT HM PTSF 1 N/A203

1

EPOXY

EPOXY

EPOXY

EPOXY

EPOXY

EPOXY

EPOXY

EPOXY

EPOXY

EPOXY

VINYL

VINYL

VINYL

VINYL

VINYL

VINYL

VINYL

VINYL

VINYL

VINYL

CMU, PT CMU, PT CMU, PT

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

8'-0"APC

GYP BD, FRP GYP BD, FRP GYP BD, FRP

GYP BD, FRP GYP BD, FRP GYP BD, FRP GYP BD, FRP

GYP BD, PT CMU, PTCMU, PT CMU, PT

CMU, PT CMU, PT CMU, PT

GYP BD, PT GYP BD, PT GYP BD, PT

GYP BD, PT GYP BD, PT GYP BD, PT GYP BD, PT




1

3

3

3

2

2

2

SCALE: NOT TO SCALEE5 SPECIFICATIONS

108 STORAGE CMU, PTEPOXY VINYL 8'-0"N/AGYP BD, PT GYP BD, PT GYP BD, PT

108 1 N/A108 SF 36" 84" HM PT HM PT 4

T

UP

UP

UP

CORRIDOR

201

OPS ALSOFFICE

202

SHIFT QEOFFICE

203

OPEN OFFICE AREA

204

202203

9'-6"2'-3 5/8"8'-3 5/8"

C4A-001

6'-0" 4'-0" 6'-0" 6'-1 1/2" 10'-0" 3'-6 1/8"

4'-0"

3'-4"

1'-51

/8"

25'-1

17/8"

CD

CD

MA-6

MA-6MA-6MA-6

MD-3MD-3

MD-3

-

-

7'-4" 12'-0" 12'-5 3/4" 2'-1 3/8"

FEC

FURNITURE, NIC

PARTITION FURNITURE, NIC

2.8

2.9

3.7

Hf He Hd Hc Hb

201

10'-0

"

13'-0

"

2'-31

/8"4'-

113/4

"

3'-8"

10'-9 5/8"

CORRIDOR

101

CORRIDOR

102

MEN'S

103

WOMEN'S

104

CONFERENCE/BREAK ROOM

105

SHARED SPACEQUALITY SPECIALISTS &

MAINT. TECHS

106

STORAGE

107

A-401C1

A-101

E4

A-401

C4

A-401

A4

E4

D4

E5

B2

B3

B5

102B

102A

104

105 107

103

106A

7'-4" 12'-0" 29'-1 1/4" 5'-0" 3'-9 5/8" 10'-0" 3'-6 1/8"

5'-0"48'-5 1/4"

1'-03

/8"3'-

4"21

'-71/2

"

2'-10

5/8"

14'-8

1/2"

3'-0"

10'-1 5/8"3'-8" 3'-4" 1'-6"

1'-1"

C4A-001

20'-11 3/4"

CA-8

CA-8

CA-83'-8"

CA-8

EXISTING STAIRSTO REMAIN

METAL CORNERGUARD, TYPICAL

FEC

FEC

EXISTING DOOR TO REMAIN

115/8

"3'-

4"21

'-81/4

"

TABLES AND SEATING, NIC

2.8

2.9

3.7

Hf He Hd Hc Hb

4'-11

3/4"

EXIST MANHOLE

EXISTING WALKWAY106B

STORAGE

108

106C

2'-3 5/8"

FIRST FLOOR0"

SB48 BC24BC30BC24

WC48

WC30

WC24WC30WC24

30" WIDE GAS RANGE

RANGE EXHAUST HOOD, REFER TO MECHANICALELECTRICAL OULET, REFER TO ELECTRICAL

PLANNORTH

4' 8'0 2'

SCALE: 1/4" = 1'-0"A1 SECOND FLOOR PLAN

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com


R

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FEBRUARY 2017

S. M. ROGERS



F89.071.001

FIRST AND SECOND FLOORPLANS

A-101

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SCALE: 1/4" = 1'-0"C1 FIRST FLOOR PLAN

SCALE: 1/2" = 1'-0"E4 CASEWORK ELEVATION

PLANNORTH

4' 8'0 2'

T

OPEN OFFICE AREA

204

SHIFT QEOFFICE

203

OPS ALSOFFICE

202

CORRIDOR

201

C4A-001

-

-

2.8

2.9

3.7

Hf He Hd Hc


105

STORAGE

107

WOMEN'S

104

MEN'S

103

CORRIDOR

102

CORRIDOR

101


MAINT. TECHS

106

C4A-001

2.8

2.9

3.7

Hf He Hd Hc

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com


R

Copyright

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FEBRUARY 2017

S. M. ROGERS



F89.071.001

FIRST AND SECOND FLOORREFLECTED CEILING PLANS

A-102

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SCALE: 1/4" = 1'-0"A1 SECOND FLOOR

SCALE: 1/4" = 1'-0"C1 FIRST FLOOR

ACCESSORIES SCHEDULE

ITEM

1

2

3

4

5

6

7

ROOMNUMBER

42" GRAB BAR

30" GRAB BAR

18" VERTICAL GRAB BAR

PAPER TOWEL DISPENSER AND WASTE RECEPTACLE

SOAP DISPENSER

TOILET PAPER HOLDER

SANITARY NAPKIN WASTE RECEPTACLE

103

1

MIRROR (CONTINUOUS, 3' H X 1'-10" W)8

104

1

22

21

10

22

GENERAL NOTES:

1.

2.

3.

MOUNT ALL ACCESSORIES WITH FASTENERS AND ANCHORS AS RECOMMENDED BY THEMANUFACTURER.MOUNT ALL ACCESSORIES AT ADA ACCESSIBLE HEIGHTS AND LOCATIONS AS RECOMMENDED BY THEMANUFACTURER.ALL PIPING BELOW ALL SINKS TO BE COVERED WITH ACCESSIBILITY APPROVED INSULATION WITH PVC(WHITE) COVERS. USE PRODUCTS BY "TRU-BRO" OR APPROVED EQUIVALENT.

11

11

11

1'-10

"

1'-3"1'-

7"

2'-10

"MAX

3'-1"

3'-4"

MAX

3'-4" MIN 1'-0"

3'-0" MAX

1'-7"

1'-3" 2'-

9"-3'-

0"

1'-7"

3'-0" MIN

1'-6"

5'-0"

2'-10

"MAX

3'-1"

3'-4"

MAX

4'-10

"1'-

0"

6"

3'-4"

9"2'-10

"MAX

3'-4"

MAX

3'-0"

2'-6" CLEAR 2'-6" CLEAR

TYPICAL TOILET ROOM ELEVATION FORTHE PHYSICALLY IMPAIRED

INSULATE ALL EXPOSED PIPING TOMEET ADA ACCESSIBILITYREQUIREMENTS

TYPICAL TOILET ROOM ELEVATIONFOR STANDARD TOILET ROOMS

1'-5"

6"

TYPICAL TOILET ROOM ELEVATION FOR THE PHYSICALLYIMPAIRED

INSULATE ALL EXPOSED PIPING TO MEET ADA ACCESSIBILITYREQUIREMENTS

TYPICAL TOILET ROOM ELEVATIONFOR THE PHYSICALLY IMPAIRED

INSULATE ALL EXPOSED PIPINGTO MEET ADA ACCESSIBILITYREQUIREMENTS

STORAGE

107

WOMEN'S

104

MEN'S

103

CORRIDOR

102

2.8

2.9

He Hd

107

103104

5'-0"

9'-4 1/2"

3'-0"

3'-0"

3'-4 1/2"3'-4"4" 3'-4" 7'-2" 2'-11 5/8"

5'-9 1/4"

2'-11

/2"2'-

105/8

"

5'-0"

3'-0"

5'-0"

MOP AND BROOM HOLDER W/ SHELF

1

1

2

2

3

3

44

5

5

55

7

88

8

8

6

7

6

6

101U 101V

SCALE: 12" = 1'-0"A3 ACCESSORY SCHEDULESCALE: 1/4" = 1'-0"A1 TYPICAL PLUMBING FIXTURE MOUNTING HEIGHTS

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com


R

Copyright

C&S DRAWING NO:

NOVELIS DRAWING NO:

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FEBRUARY 2017

S. M. ROGERS



F89.071.001

ENLARGED PLANS, TOILETACCESSORY DETAIL &

SCHEDULE

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SCALE: 1/2" = 1'-0"C1 ENLARGED FLOOR PLAN

SCALE: 1/2" = 1'-0"E4 NORTH INTERIOR ELEVATION AT WOMEN'S - 104

SCALE: 1/2" = 1'-0"D4 EAST INTERIOR ELEVATION AT WOMEN'S - 104

SCALE: 1/2" = 1'-0"E5 SOUTH INTERIOR ELEVATION AT WOMEN'S - 104

SCALE: 1/2" = 1'-0"C4 EAST INTERIOR ELEVATION AT MEN'S - 103

SCALE: 1/2" = 1'-0"B5 SOUTH INTERIOR ELEVATION AT MEN'S - 103SCALE: 1/2" = 1'-0"B3 WEST INTERIOR ELEVATION AT MEN'S - 103

SCALE: 1/2" = 1'-0"B2 NORTH INTERIOR ELEVATION AT MEN'S - 103

SCALE: 1/2" = 1'-0"A4 WEST INTERIOR ELEVATION AT WOMEN'S - 104

SPRINKLER PIPING

DROP CONNECTION, RISE CONNECTION

NEW TO EXISTING CONNECTION

CAP OR PLUG

ELBOW DOWN

TEST AND DRAIN

PENDENT SPRINKLER

CHECK VALVE

REMOVE TO THIS POINT

EXISTING(E)

FLOW SWITCH

CONTROL VALVE

PRESSURE SWITCH

GENERAL NOTES:

A. ALL PIPING SHALL BE SCHEDULE 40 BLACK STEEL.

B. MECHANICAL TEE(S) SHALL BE VICTAULIC FIRELOCK OR APPROVED EQUAL.

C. ALL HANGERS AND SUPPORTS SHALL BE UL LISTED. HANGER SPACING SHALL BE IN

ACCORDANCE WITH NFPA 13.

D. COORDINATE WITH OWNER FOR IMPAIRMENT PROCEDURES.

BEAM OR PURLIN

BEAM CLAMP

HANGAR ROD

ADJUSTABLEPIPE HANGER

SEMI - RECESSED PENDANTSPRINKLER HEAD W/ MATCHING

ESCUTCHEON

ACT OR GYPSUM CEILING

DEFLECTOR SHALL BE WITHIN AMINIMUM OF 1" FROM THE CEILING ANDA MAXIMUM OF 12" FROM THE CEILINGFOR UNOBSTRUCTED CONSTRUCTION

BRANCH LINE

RETURN BEND

GENERAL NOTES:

I. GENERAL

A. GENERAL: THE WORK COVERED CONSISTS OF FURNISHING ALL LABOR AND MATERIALS NECESSARY TO INSTALL, COMPLETE AND READY FOR CONTINUOUS OPERATION, THE FIREPROTECTION SYSTEMS, APPARATUS AND EQUIPMENT FOR THE WET PIPE SPRINKLER SYSTEM PROTECTING AREAS INDICATED IN ACCORDANCE WITH NFPA 13.

B. SHOP DRAWINGS: SHOP DRAWINGS OF ALL SPECIFIED EQUIPMENT AND APPARATUS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL.

C. CODES: ALL EQUIPMENT AND MATERIALS FURNISHED UNDER THE FIRE PROTECTION SUB-CONTRACT AND LABOR, AND TESTING PERFORMED HEREIN SHALL BE IN COMPLETE ACCORDANCE WITH THE BUILDING AND FIRE CODE OF NEW YORK, LOCAL ORDINANCES, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND INSURANCE REGULATIONS ANDREQUIREMENTS GOVERNING SUCH WORK.

D. PERMITS: ANY AND ALL PERMITS REQUIRED FOR INSTALLATION OF ALL MATERIAL SHALL BE OBTAINED AS PART OF THE WORK OF THE SPECIFICATION INCLUDING ALL FEES AND/OREXPENSES INCURRED.

E. INSTRUCTIONS: DURING THE ASSEMBLY AND INSTALLATION OF ALL FIRE PROTECTION SYSTEMS, THE OWNER'S OPERATING PERSONNEL SHALL BE INSTRUCTED REGARDING ITSOPERATION AND MAINTENANCE. A ONE (1) DAY INSTRUCTION PERIOD SHALL BE PROVIDED AFTER COMPLETION OF PROJECT. OPERATION AND MAINTENANCE MANUALS SHALL BEREQUIRED.

F. GUARANTEE: ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE BUILDING BYTHE OWNER.

G. SHOP DRAWINGS: THE FIRE PROTECTION SUBCONTRACTOR SHALL MAINTAIN AT THE JOB, AT ALL TIMES, A COMPLETE AND SEPARATE SET OF BLACKLINE PRINTS OF THE FIREPROTECTION DRAWINGS OF THEIR TRADE ON WHICH THEY SHALL MARK CLEARLY, NEATLY, ACCURATELY AND PROMPTLY AS THE WORK PROGRESSES. TWO SETS OF "AS-BUILT"DRAWINGS SHALL BE FURNISHED BY THE FIRE PROTECTION SUBCONTRACTOR AT THE JOB COMPLETION. THE FIRE PROTECTION CONTRACTOR'S DESIGN ENGINEER SHALL CERTIFYTHAT THE COMPLETED INSTALLATION COMPLIES WITH ALL APPLICABLE CODES AND UNDERWRITERS' REQUIREMENTS.

H. INSPECTION: ALL WORK SHALL BE SUBJECT TO THE INSPECTION OF THE OWNER, THE ARCHITECT AND SUCH OTHER INSPECTORS HAVING JURISDICTION. A PROPERLY EXECUTEDCERTIFICATE OF INSPECTION SHALL BE PROVIDED.

I. EXAMINATION OF SITE: THE FIRE PROTECTION SUBCONTRACTOR, BEFORE SUBMITTING PRICES OR BEGINNING WORK, SHALL THOROUGHLY EXAMINE THE SITE AND CONTRACTDOCUMENTS. NO CLAIM FOR EXTRA COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES WHICH AN EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS PRIOR TOEXECUTING CONTRACT WOULD HAVE REVEALED.

J. COORDINATION: COORDINATE ALL WORK INSTALLED UNDER THIS SPECIFICATION WITH THAT OF ALL OTHER TRADES.

K. PROTECTION OF PROPERTY: PROTECT ALL NEW AND EXISTING WORK BEFORE, DURING AND AFTER INSTALLATION.

L. TESTS: THE FIRE PROTECTION SUBCONTRACTOR SHALL PERFORM ALL TESTS AT THE COMPLETION OF THE WORK AND THE RESULTS FURNISHED TO THE OWNER AND ARCHITECT INWRITING.

M. CERTIFICATES OF APPROVAL: UPON COMPLETION OF ALL WORK, THE FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH, IN DUPLICATE, CERTIFICATES OF INSPECTIONS FROM ALLINSPECTORS AND AUTHORITIES HAVING JURISDICTION, NOTARIZED LETTERS FROM THE MANUFACTURERS STATING THAT AUTHORIZED FACTORY ENGINEERS HAVE INSPECTED ANDTESTED THE INSTALLATION OF THEIR RESPECTIVE SYSTEMS AND FOUND SAME TO BE IN PERFECT OPERATING CONDITION.

N. CONTRACT DRAWINGS: THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENTS OF WORK. IT IS NOT THE INTENT OF THESE DRAWINGSTO SHOW EVERY PIPE, RISE, DROP, ELBOW, ETC. ANY ADDITIONAL WORK NOT SHOWN AND REQUIRED TO INSTALL THE FIRE PROTECTION SYSTEMS SHALL BE INCLUDED AS PART OFTHIS CONTRACT.

O. REMOVAL WORK: PARTICULAR CARE SHALL BE TAKEN TO AVOID CREATING HAZARDS ON THE SITE OR CAUSING DISRUPTION OF SERVICE IN THE BUILDING. ALL EXISTING EQUIPMENTTO BE REMOVED SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. ALL EXISTING EQUIPMENT TO BE TURNED OVER TO THE OWNER SHALL BE PRESENTED TO THE OWNER INGOOD CONDITION AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER EQUIPMENT SHALL BE REMOVED FROM THE PREMISES. REMOVE ALL ABANDONED PIPING ANDEQUIPMENT NOT BUILT INTO BUILDING CONSTRUCTION. WHERE CEILING OR WALLS ARE REMOVED, ALL ABANDONED PIPING SHALL BE REMOVED AND ENDS OF LIVE SERVICES CAPPED.ABANDONED ELEMENTS BUILT INTO WALLS OR LOCATED ABOVE EXISTING INACCESSIBLE CEILINGS SHALL REMAIN AND ENDS CAPPED AND MARKED ABANDONED.

P. CONTINUITY OF SERVICES: SERVICES SHALL BE MAINTAINED IN ALL AREAS WHICH WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD. IF AN INTERRUPTION OF SERVICE BECOMESNECESSARY, SUCH SHALL BE MADE ONLY UPON CONSENT OF THE OWNER AT A TIME OUTSIDE NORMAL WORKING HOURS AS HE SHALL DESIGNATE. REFER TO THE OVERALLSCHEDULING OF THE WORK OF THE PROJECT. SCHEDULE WORK TO CONFORM TO THIS SCHEDULE AND INSTALL WORK TO NOT DELAY NOR INTERFERE WITH THE PROGRESS OF THEPROJECT.

II. SCOPE

A. THE WORK OF THIS SECTION CONSISTS OF ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO PROVIDE ALL FIRE PROTECTION WORK COMPLETE, IN PLACE, AS SHOWN ON THEDRAWINGS, SPECIFIED HEREIN, AND AS NECESSARY FOR A PROPER INSTALLATION.

B. THE EXTENT OF THE FIRE PROTECTION SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

1. COMPLETE AUTOMATIC WET PIPE FIRE SUPPRESSION SPRINKLER SYSTEM. CONTRACTOR SHALL CONNECT TO FLANGE WITHIN BUILDING. BACKFLOW PREVENTION PROVIDED BY OTHERS.

2. SUBMITTALS, SHOP DRAWINGS AND HYDRAULIC CALCULATIONS.

3. HYDRANT FLOW TESTING; CONTRACTOR SHALL PROVIDE CURRENT (WITHIN 1 YEAR) HYDRANT FLOW DATA TO BE USED IN HYDRAULIC CALCULATIONS.

4. ACCEPTANCE TESTING.

III. RELATED WORK

A. THE FOLLOWING EQUIPMENT ITEMS AND WORK SHALL NOT BE THE RESPONSIBILITY OF THIS CONTRACTOR:

1. CUTTING AND PATCHING

2. TEMPORARY WATER, HEAT, FIRE PROTECTION AND TOILET FACILITIES

3. TEMPORARY POWER AND LIGHTING

4. FLASHING AND CAULKING

5. FINISH PAINTING

6. HEATING, VENTILATING AND AIR CONDITIONING

7. PLUMBING

8. ELECTRICAL POWER AND WIRING.

IV. MATERIALS/PRODUCTS

A. PIPE AND FITTINGS:

1. SCHEDULE 40 BLACK STEEL PIPE WITH BLACK CAST IRON SCREWED SPRINKLER FITTINGS SUITABLE FOR 175 PSI WORKING WATER PRESSURE.

B. PIPE SLEEVES, HANGERS, AND SUPPORTS:

1. ALL PIPING SHALL BE PROPERLY SUPPORTED FROM BUILDING STRUCTURE IN ACCORDANCE WITH NFPA STANDARDS AND THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE SCHEDULE 40 STEEL SLEEVES, EXTEND 1 INCH ABOVE FLOOR, MAKE WATERTIGHT AND SEAL WITH MATERIAL THAT MAINTAINS FIRE RATING. PROVIDE CORE DRILLING WHERE REQUIRED AND PROVIDE FIRE RATED LINK SEAL PENETRATION CLOSURES.

2. HANGERS AND SUPPORTS SHALL BE UL LISTED.

C. SPRINKLERS:

1. SPRINKLERS: GLASS BULB-TYPE, QUICK-RESPONSE STANDARD SPRAY, PENDENT/SIDEWALL/UPRIGHT, 155°F, 5.6K-FACTOR. USE 200°F WHERE REQUIRED BY NFPA 13 NEAR HEAT SOURCES.

2. FINISH SHALL BE CHROME WITH MATCHING 2-PIECE SEMI-RECESSED ESCUTCHEON.

3. SPARE SPRINKLERS, CABINET AND WRENCH SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13.

4. MANUFACTURER; TYCO, RELIABLE, VIKING OR APPROVED EQUAL.

D. PIPE IDENTIFICATION:

1. ALL FIRE PROTECTION PIPING SHALL BE LABELED AT EACH BRANCH, AT EACH PASSAGE THROUGH WALL AND AT INTERVALS OF NOT MORE THAN 20 FEET WITH SEMI-RIGID SETMARK PIPE MARKERS WITH ARROWS INDICATING THE DIRECTION OF FLOW, AND PAINTED RED.

V. DESIGN CRITERIA:

A. SPRINKLER SYSTEMS SHALL BE HYDRAULICALLY DESIGNED AND CALCULATED BY THE FIRE PROTECTION CONTRACTOR. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT ALLREQUIRED HYDRAULIC CALCULATIONS TO PROVE THE HYDRAULICALLY MOST REMOTE AREAS ARE BEING PROTECTED. MAINTAIN A MINIMUM OF 10 PSI SAFETY FACTOR BETWEENREQUIRED PRESSURE AND AVAILABLE PRESSURE. COMPLY WITH ALL UNDERWRITERS' AND CODE AUTHORITIES REQUIREMENTS INCLUDING MAXIMUM WATER FLOW VELOCITY IN THEFIRE PROTECTION SYSTEM.

B. ORDINARY HAZARD GROUP 1 OCCUPANCY SHALL BE DESIGNED WITH A MINIMUM DESIGN DENSITY OF 0.15 GPM PER SQUARE FOOT OVER THE HYDRAULICALLY MOST REMOTE 1500SQUARE FEET. MAXIMUM PROTECTION AREA PER SPRINKLER SHALL NOT EXCEED 130 SQUARE FEET. PROVIDE A 250 GPM HOSE ALLOWANCE.

VI. TESTING:

A. ALL FINAL AND ACCEPTANCE TESTING SHALL BE IN ACCORDANCE WITH NFPA 13.

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

S.P. ZAFERAKIS

S.P. ZAFERAKIS

B.R. DONNER

FP−001

F89.071.001

DETAILS, NOTES, ANDSYMBOLS

NO

VE

LIS

CO

RP

OR

ATI

ON

CA

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ATH

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OM

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SCALE: NOT TO SCALEE5 SYMBOL LIST

SCALE: NOT TO SCALED5 GENERAL NOTES

SCALE: NOT TO SCALEC5 BEAM CLAMP PIPE HANGER DETAIL

SCALE: NOT TO SCALEB5 SEMI RECESSED PENDANT SPRINKLER HEAD DETAIL

SCALE: NOT TO SCALEA4 SPECIFICATIONS

2.8

2.9

3.7

Hf He

Hd Hc


105

WOMEN'S

104MEN'S

103


MAINT. TECHS

106

CORRIDOR

101

CORRIDOR

102

Unoccupied

Unoccupied

STORAGE

107

2 1/

2"S

2 1/

2"S

DISCHARGE DRAINTO SINK

4”S

2 1/

2"S

4”4"S UP

4”S

4”S

4”S

2.8

2.9

3.7

Hf He

Hd Hc

2 1/

2"2

1/2"

6"S (E) 6"S (E)6"S (E)

OPEN OFFICE AREA

204

OPEN OFFICE AREA

204

CORRIDOR

201

OPS ALSOFFICE

202

SHIFT QEOFFICE

203

OPEN OFFICE AREA

204

CONNECT (WET TAP) TOEXISTING LAKE WATER (FIRE)LINE IN PIPE RACK ABOVE

4"S 4"S

4”S DN

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

S.P. ZAFERAKIS

S.P. ZAFERAKIS

B.R. DONNER

FP−101

F89.071.001

FIRE PROTECTION PLAN

NO

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PLANNORTH

PLANNORTH

8'0 4' 16'

8'0 4' 16'

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR FIRE PROTECTION PLAN

SCALE: 1/4" = 1'-0"C1 SECOND FLOOR FIRE PROTECTION PLAN

4" SQUARE STANDARD OUTLETBOX AS REQUIRED FOR EACH

TYPE OF DEVICE COORDINATETILE CUT-OUT REQUIRED WITH

G.C.

T-BAR HANGER

INSTALL (2) #8 GAUGECABLE WITHIN 2" OF EACHHANGER AND PROPERLYSUPPORT TOSTRUCTURE.

CEILING GRID ANDTILEBY G.C. (TYPICAL)

DETECTOR HEAD

DETECTOR BASE(SHALLCOVER HOLE)

T-BAR HANGER(FASTENED TOMETALCEILING GRID, TYP.)

4" SQUARE BOX

JUNCTION BOX (FOR T-TAPINGSLC)MOUNTED TO STRUCTURE

CEILING TILE

STRAIN RELIEFCABLE FITTING

(TYPICAL ALLCABLE

CONNECTIONTO BOXES)

F MANUAL PULL STATION

HEAT DETECTOR

CARBON MONOXIDE DETECTOR

FIRE ALARM SPEAKER/STROBE (15 CD UNLESS NOTED OTHERISE)F

C

H

MM MONITOR MODULE

SP

PROPOSED

TS TAMPER SWITCH

FS FLOW SWITCH

INDICATES HIGH OUTPUT SPEAKER STROBE

CEILINGMOUNTED

SMOKE/HEATDETECTOR

CEILING

FINISHEDFLOOR

SIDEWALL

WALLMOUNTED

SMOKE/HEATDETECTOR

ACCEPTEDHERE

NEVERHERE

MANUALPULL STATION

WITH GUARDEDCOVER

48"

MA

X/4

2" M

IN

80"

MIN

4" MIN

3' MIN.

5' MAX.

FIREFIRE

4" M

IN/1

2" M

AX

TO

TOP

OF

DE

TEC

TOR

APPLIANCES SHALL BE 15 FEET MAXIMUMFROM THE END OF ANY CORRIDOR AND

SHALL BE 50 FEET MINIMUM AND 100 FEETMAXIMUM APART ALONG THE CORRIDOR

WALL. INTERRUPTIONS OF CONCENTRATEDVIEWING PATH SHALL CONSTITUTE THE END

OF THE CORRIDOR

A/C SUPPLYDIFFUSER

NOTE: MEASUREMENTSSHOWN ARE TO THECLOSEST EDGE OF THEDETECTOR.

FIRE ALARM

PULL DOWN

96"

MA

X

ANNUNCIATORPANEL

60"

MA

X

CEILING PLENUM SPACE

EXTEND CONDUIT 12" ABOVE CEILINGAND PROVIDE BUSHED ENDS

PROVIDE SWEEP BEND, NO CONDUIT BODIES ORINTERMEDIATE BOXES PERMITTED

SINGLE OR DOUBLE GANG DEVICE RINGSTO MATCH WALL THINKNESS AND TYPE,MOUNT DEPENDING ON WALL CONSTRUCTION(MASIONARY OR STUD)

WALL CAVITY SPACE (MASONRY OR STUD)

INSTALLATION NOTES:

1. PROVIDE LARGER BOXES AND CONDUIT SIZES WHEN

REQUIRED TO ACCOMMODATE DEVICES AND WIRING.

2. COORDINATE CONDUIT LOCATIONS WITH OTHER TRADES

PRIOR TO INSTALLATION.

CEILING PLENUM SPACE

EXTEND CONDUIT 12" AND PROVIDEBUSHEDENDS

TRIM ACT CEILIN GRID CHANNEL FORINSTALLATION OF SURFACE MOUNTEDRACEWAY.

PROVIDE SWEEP BEND, NO CONDUIT BODIESORINTERMEDIATE BOXES PERMITTED

INSTALLATION NOTES:

1. PROVIDE LARGER BOXES AND CONDUITSIZES WHEN REQUIRED TOACCOMMODATE DEVICES AND WIRING.

2. COORDINATE CONDUIT LOCATIONS WITHOTHER TRADES PRIOR TO INSTALLATION.

FIRE ALARM SYSTEM GENERAL NOTES:

1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE 2015 INTERNATIONAL FIREPREVENTION AND BUILDING CODE, THE 2016 NYS UNIFORM CODE SUPPLEMENT, NFPA (NATIONAL FIRE PROTECTIONASSOCIATION) 70 - 2014, AND 72 - 2013.

2. ALL CEILING MOUNTED FIRE ALARM DEVICES SHALL BE MOUNTED CENTER OF TILE IN TWO DIRECTIONS WHEREAPPLICABLE.

3. FIRE ALARM CIRCUITRY SHALL BE ALLOWED TO BE INSTALLED IN PLENUM SPACES AS LONG AS THE CABLING ISPLENUM RATED. ALL FIRE ALARM CIRCUITRY IN EXPOSED AREAS OR CONCEALED IN WALLS SHALL BE ENCLOSED IN3/4" EMT CONDUIT. THE USE OF 1/2" EMT CONDUIT IS ALLOWED WHERE LIMITED CIRCUITRY IS TO BE ENCLOSED,HOWEVER ALL RACEWAY MUST BE SIZED TO ALLOW 33% EXPANSION WITHOUT EXCEEDING WIRE FILLS PER NFPA 70.THE USE OF MC CABLE OR "LIQUID TITE" CONDUIT IS NOT PERMITTED EXCEPT WHERE ENTERING SUPPRESSIONSYSTEM DEVICES. IN THOSE RARE INSTANCES, NO MORE THAN A 6-FOOT LENGTH MAY BE UTILIZED. IN THE EVENTCONCEALED WIRING METHODS ARE DEEMED (BY THE OWNER'S REPRESENTATIVE) NOT POSSIBLE, CONTRACTOR WILLRECEIVE OWNER'S APPROVAL TO USE A SURFACE MOUNT ARCHITECTURAL RACEWAY SYSTEM. ALL FIRE ALARMCIRCUITRY RUN FREE IN PLENUM SPACE SHALL BE LOCATED ON DEDICATED J-HOOKS OR BRIDAL RINGS. UNDER NOCIRCUMSTANCES SHALL CIRCUITRY BE "ZIP TIED" TO BUILDING MEMBERS/UTILITIES OR ALLOWED TO LAY ON CEILINGGRID/TILES.

4. FIRE ALARM CIRCUITRY SHALL BE STRANDED OR SOLID POWER LIMITED FIRE ALARM SIGNALING CABLE, PLENUM RATEDWHERE APPLICABLE, COPPER CONDUCTOR; 300 VOLTS INSULATION RATED 75 DEGREES C (150 DEGREES C FORPLENUM CABLE). WIRING IN TERMINAL CABINETS SHALL HAVE CRIMP ON TERMINAL ENDS AFFIXED. ALL TERMINALENDS SHALL BE CLEARLY MARKED AND NUMBERED AS TO APPROPRIATE TERMINAL AND DEVICE. ALL WIRING SHALL BECOLOR-CODED AND FULLY IDENTIFIED AND STANDARD THROUGHOUT THE FACILITY. USE OF MULTI-CONDUCTORTWISTED PAIR OR SIMILAR WIRING IS NOT PERMITTED UNLESS ALLOWED/SPECIFIED BY THE MANUFACTURER OF FIREALARM EQUIPMENT. THE USE OF WIRE NUTS IS PERMITTED. WIRING FOR THE FIRE ALARM SYSTEM SHALL NOT BEINSTALLED IN THE SAME CONDUIT, JUNCTION BOXES, OR OUTLET BOXES WITH ANY CIRCUITRY 120 VAC OR HIGHER.NOT MORE THAN TWO CONDUCTORS SHALL BE INSTALLED UNDER ANY DEVICE SCREW TERMINAL. THE WIRES UNDERTHE SCREW TERMINAL SHALL BE STRAIGHT WHEN PLACED UNDER THE TERMINAL THEN CLAMPED IN PLACE UNDER THESCREW TERMINAL. WIRE STRANDS SHALL NOT BE BROKEN AND WIRE SHALL NOT BE TWISTED AROUND THE TERMINAL.

5. HEAT DETECTORS SHALL BE MOUNTED IN RELATION TO HEAT PRODUCING EQUIPMENT. COORDINATE INSTALLATIONWITH ALL OTHER TRADES. ALL SMOKE AND HEAT DETECTORS SHALL BE AT LEAST 12 INCHES FROM ANY PART OF ALIGHT FIXTURE AND A MINIMUM OF 3 FEET FROM AIR DIFFUSERS/RETURN AIR GRILLES OR AIR HANDLING SYSTEMS.SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL CONSTRUCTION IS ESSENTIALLY COMPLETE AND THE BUILDINGHAS BEEN THOROUGHLY CLEANED. MERELY PROVIDING DETECTORS WITH FACTORY DUST COVERS AND INSTALLINGEARLY IN THE CONSTRUCTION OF THE PROJECT IS NOT ACCEPTABLE. IF DETECTORS ARE INSTALLED PRIOR TO THEFULL FINAL CLEANING OF THE BUILDING, THE CONTRACTOR SHALL REMOVE EVERY DETECTOR IN THE BUILDING ANDHAVE THEM THOROUGHLY CLEANED AND RECERTIFIED BY A FACTORY CERTIFIED TECHNICIAN.

6. SYSTEM SHALL INCLUDE FULL IDENTIFICATION. ALL SYSTEM CONDUIT, JUNCTION, TERMINAL, AND PULLING BOXES ANDCOVERS SHALL BE PAINTED THE COLOR RED IN CONCEALED SPACES AND SHALL BE IDENTIFIED WITH ENGRAVEDLABELS BY THE ZONE AND CIRCUIT IT CONTAINS. ALL LB'S AND SIMILAR UNITS SHALL BE PAINTED THE COLOR RED INCONCEALED SPACES. ALL CONDUIT, BOXES, AND COVERS LOCATED IN EXPOSED LOCATIONS SHALL BE PAINTED TOMATCH SURROUNDING FINISHES, HOWEVER SHALL STILL BE PROVIDED WITH ENGRAVED LABELS. ALL DETECTION ANDTERMINAL DEVICES SHALL HAVE ENGRAVED PLASTIC ALPHANUMERIC IDENTIFICATION.

7. ALL FIRE ALARM SYSTEM CONTROL RELAYS/MODULES SHALL BE MOUNTED WITHIN 3' OF THE EQUIPMENT/DEVICESTHEY ARE CONTROLLING.

8. THE CONTRACTOR SHALL COMPLETELY COORDINATE WITH THE WORK OF OTHER CONTRACTS TAKING PLACE IN THEBUILDING AT THE SAME TIME.

9. ALL PENETRATIONS THROUGH FIRE RESISTANCE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS DETAILED ANDSPECIFIED.

10. ALL STYLES OF CLASS A CIRCUITS SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS,EXISTING FROM AND RETURNING TO THE CONTROL UNIT/TERMINAL CABINET, RESPECTIVELY, ARE ROUTEDSEPARATELY. THE OUTGOING AND RETURN CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY,ENCLOSURE, OR RACEWAY. THE REQUIRED MINIMUM SEPARATION BETWEEN CONDUCTORS IS 1 FOOT WHERE THECABLE IS INSTALLED VERTICALLY AND 4 FEET WHERE THE CABLE IS INSTALLED HORIZONTALLY.

11. USE SUITABLE CABLE FITTINGS AND CONNECTORS WHERE CABLING ENTERS/EXITS ALL JUNCTION AND DEVICE BACKBOXES.

12. SPLICE CABLE ONLY IN ACCESSIBLE JUNCTION BOXES OR AT TERMINAL BLOCK UNITS. THERE SHALL BE NO T-TAPPINGOF SLC CIRCUITS BETWEEN TERMINAL CABINETS AND THE LAST INITIATING DEVICE ON THE SLC CIRCUIT FOR AN AREAOR FLOOR. THE ONLY T-TAPPING IN THE SYSTEM SHALL TAKE PLACE AT THE TERMINAL CABINETS. SEVERAL SLCCIRCUITS FROM A TERMINAL CABINET MAIN RISER SLC MAY BE DISTRIBUTED ON A FLOOR FROM A TERMINAL CABINETIF SO DESIRED FOR WIRING PURPOSES.

13. MAKE CABLE SHIELDS CONTINUOUS AT SPLICES AND CONNECT CIRCUIT SHIELD TO EQUIPMENT GROUND ONLY ATSOURCE END.

14. LEAVE 18 INCHES EXCESS CABLE AT EACH TERMINATION AT A DEVICE AND OTHER SYSTEM OUTLET.

15. LEAVE 6 FEET EXCESS CABLE AT EACH TERMINATION AT SYSTEM CONTROL PANELS OR POWER SUPPLIES.

16. MOUNT MANUAL PULL STATION WITH CENTER OF OPERATING HANDLE A MINIMUM OF 42" AFF AND A MAXIMUM OF 48"AFF. MOUNT AUDIO/VISUAL AND VISUAL NOTIFICATION APPLIANCES WITH BOTTOM OF DEVICE MOUNTED A MINIMUM OF80" AFF AND A MAXIMUM OF 96" AFF. DO NOT MOUNT MANUAL PULL STATIONS ON HINGED SIDE OF DOORS, UNLESS INTHE CASE OF DOUBLE DOORS. MOUNT ALL REMOTE TEST STATIONS 84" AFF.

19. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND HAVE ALL NECESSARY ELECTRICAL INSPECTIONSCONDUCTED IN CONFORMANCE WITH STATE AND LOCAL REGULATIONS. ALL ELECTRICAL WORK SHALL BE INSPECTEDBY A CERTIFIED THIRD PARTY ELECTRICAL INSPECTOR.

20. MOUNT END-OF-LINE DEVICE BOX IN A SEPARATE BOX ADJACENT TO LAST DEVICE ON CIRCUIT. THIS BOX SHALL BELABELED AS CONTAINING A END-OF-LINE RESISTOR AND IT'S LOCATION DOCUMENTED ON SYSTEM AS-BUILT DRAWINGS

AT IT'S RESPECTIVE TERMINAL CABINET.

21. LABEL ALL FIRE ALARM DEVICES WITH ADDRESSES AS PROVIDED BY THE FIRE ALARM VENDOR. ONLY PRINTED STICKON TYPE LABELS SHALL BE USED. LABELING DEVICES WITH MARKERS IS NOT ACCEPTABLE. THE PRINTED STICK ONTYPE LABELS MUST BE VISIBLE UPON APPROACH TO THE DEVICE AND BE MADE OF SUCH A MATERIAL TO RESISTFADING OR EASY REMOVAL.

22. REMOVE PAINT SPLATTERS AND OTHER SPOTS, DIRT, AND DEBRIS. CLEAN UNIT INTERNALLY USING METHODS ANDMATERIALS RECOMMENDED BY MANUFACTURER.

I. DESCRIPTION OF WORK

A. PROVIDE ADDITIONAL FIRE ALARM SYSTEM COVERAGE AS INDICATED. PROPOSED FIRE ALARM EQUIPMENTSHALL BE CONNECTED TO EXISTING SIEMENS FIRE ALARM NETWORK.ALL FIRE EQUIPMENT SHALL BE GAMEWELL FCI WITH NO APPROVED EQUALS ACCEPTED.

II. SUBMITTALS

B. SHOP DRAWINGS: SYSTEM DESIGN DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR APPROVAL. SHOPDRAWINGS SHALL CONTAIN THE FOLLOWING INFORMATION AND BE IN A CAD COMPATIBLE FORMAT:

1. A BUILDING FLOOR PLAN.2. LOCATIONS OF ALARM-INITIATING AND NOTIFICATION APPLIANCES.3. ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT.4. ANNUNCIATION5. POWER CONNECTION.6. BATTERY CALCULATIONS FOR ALL PANELS AND AUXILIARY POWER SUPPLIES.7. CONDUCTOR TYPES AND SIZES.8. MANUFACTURERS, MODEL NUMBERS, AND LISTING INFORMATION FOR EQUIPMENT, DEVICES, AND MATERIALS.9. INTERFACES WITH OTHER FIRE SAFETY AND SECURITY FUNCTIONS IN THE BUILDING.10. A NON-TYPICAL SYSTEM ONE LINE DIAGRAM SHOWING ALL DEVICES, ALL DEVICE CONNECTION REQUIREMENTS,

ETC.

C. PRODUCT DATA: SUBMIT CATALOG DATA SHOWING ELECTRICAL CHARACTERISTICS AND CONNECTIONREQUIREMENTS FOR ALL EQUIPMENT AND CIRCUITRY.

D. TEST REPORTS: INDICATE DETAILED TEST PROCEDURES SIGNED BY A NICET LEVEL IV FIRE ALARM DESIGNERFOR THE FIRE DETECTION AND ALARM SYSTEM 60 DAYS PRIOR TO PERFORMING THE SYSTEM TESTS.

E. PROJECT RECORD DOCUMENTS: RECORD ACTUAL LOCATIONS OF FIRE ALARM EQUIPMENT, DEVICES, TERMINALCABINETS, RISER CONDUIT RUNS, AND PERTINENT JUNCTION BOXES ON CONTRACT DRAWINGS. ALL PROJECTRECORD DOCUMENTS SHALL BE SUBMITTED TO THE COMMISSIONING OF THE BUILDING FIRE ALARM SYSTEM.

F. SUBMIT FIRESTOPPING SYSTEM AND MATERIAL PRODUCT DATA AND UL LISTED FIRESTOPPING DETAILS FOREACH SYSTEM TO BE UTILIZED FOR THE PROJECT.

III. MAINTENANCE SERVICE

A. EXECUTION REQUIREMENTS: FURNISH SERVICE AND MAINTENANCE OF THE SYSTEM COMPONENTS FOR ONEYEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. THIS SHALL INCLUDE ALL RECOMMENDED AND REQUIREDPREVENTATIVE MAINTENANCE INSPECTIONS/TESTING PER NFPA 72 AND REPAIRS TO MANUFACTURER ORINSTALLER DEFECTS. ALL OF THIS SHALL BE PROVIDED WITH NO CHARGE TO THE OWNER. CONTRACTOR AT THECOMPLETION OF WORK SHALL SUBMIT TO THE OWNER AND C&S ENGINEERS, INC. FIRE PROTECTION ENGINEER ASCHEDULE INDICATING WHEN INSPECTIONS/TESTING WILL BE CONDUCTED AND AN OUTLINE INDICATING WHATINSPECTIONS/TESTING WILL BE CONDUCTED ON THE SYSTEM DURING THE COURSE OF THE WARRANTY PERIOD.

IV. INSTALLATION

A. A NICET LEVEL IV FIRE ALARM TECHNICIAN SHALL SUPERVISE THE INSTALLATION OF THE FIRE ALARM SYSTEM.

V. TESTING

A. PRELIMINARY TESTS: UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE SUBJECTED TOFUNCTIONAL AND OPERATIONAL PERFORMANCE TESTS INCLUDING TESTS OF EACH INSTALLED INITIATING ANDNOTIFICATION APPLIANCE. THESE TESTS SHALL BE WITNESSED BY THE AUTHORITY HAVING JURISDICTION ANDTHE OWNER. THE CONTRACTOR SHALL NOTIFY THE ABOVE WITNESSES, IN WRITING, 72 HOURS PRIOR TO THECOMMENCEMENT OF TESTING. FAILURE TO CONTACT THE ABOVE PARTIES WILL REQUIRE THE CONTRACTORTO CONDUCT TESTS A SECOND TIME AT THE CONTRACTOR'S EXPENSE IN THE PRESENCE OF THE ABOVE PARTIES.TESTS SHALL INCLUDE THE MEGGERING OF SYSTEM CONDUCTORS TO DETERMINE THAT THE SYSTEM IS FREE FROMGROUNDED, SHORTED, OR OPEN CIRCUITS. THE MEGGER TEST SHALL BE CONDUCTED PRIOR TO THE INSTALLATIONOF FIRE ALARM EQUIPMENT. IF DEFICIENCIES ARE FOUND, CORRECTIONS SHALL BE MADE AND THE SYSTEM SHALLBE RETESTED TO ASSURE THAT IT IS FUNCTIONAL. AFTER COMPLETING THE TESTING THE COMPLETED NFPA 72CERTIFICATE OF COMPLETION SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE.

B. FINAL ACCEPTANCE/COMMISSIONING TEST: THE SYSTEM WILL BE ACCEPTED ONLY AFTER SATISFACTORYTEST OF THE ENTIRE SYSTEM HAS BEEN ACCOMPLISHED BY A FACTORY-TRAINED DISTRIBUTOR AT THEDIRECTION OF THE C&S ENGINEERS, INC. FIRE PROTECTION ENGINEER, IN THE PRESENCE OF THE AUTHORITYHAVING JURISDICTION AND THE OWNER. THE CONTRACTOR SHALL NOTIFY THE ABOVE WITNESSES, IN WRITING,72 HOURS PRIOR TO THE COMMENCEMENT OF TESTING. FAILURE TO CONTACT THE ABOVE PARTIES WILL REQUIRETHE CONTRACTOR TO CONDUCT TESTS A SECOND TIME AT THE CONTRACTOR'S EXPENSE IN THE PRESENCE OF THEABOVE PARTIES. THE C&S ENGINEERS, INC. FIRE PROTECTION ENGINEER SHALL HAVE COMPLETE DIRECTIONOVER THE FINAL ACCEPTANCE/COMMISSIONING TEST OF THE SYSTEM.

VI. DEMONSTRATION AND TRAINING

A. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 HOURS OF INSTRUCTION AND OPERATION, MAINTENANCEAND PROGRAMMING OF ALL ELEMENTS OF THE FIRE ALARM SYSTEM FOR “NON-TECHNICIAN” PERSONNEL PRIORTO THE COMMISSIONING OF THE BUILDING FIRE ALARM SYSTEM. ALL TRAINING SHALL TAKE PLACE PRIOR TOFINAL ACCEPTANCE TESTING OF THE SYSTEM. ALL DEMONSTRATION AND TRAINING PROVIDED TO OWNERPERSONNEL SHALL BE WITNESSED BY THE C&S ENGINEERS, INC. FIRE PROTECTION ENGINEER AND THEAUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOTIFY THE ABOVE WITNESSES, IN WRITING, 72HOURS PRIOR TO THE COMMENCEMENT OF TESTING. FAILURE TO CONTACT THE ABOVE PARTIES WILL REQUIRETHE CONTRACTOR TO CONDUCT TRAINING A SECOND TIME AT THE CONTRACTOR'S EXPENSE IN THE PRESENCEOF THE ABOVE PARTIES.

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

S.P. ZAFERAKIS

S.P. ZAFERAKIS

T.H. DAWLEY

FA−001

F89.071.001

DETAILS, NOTES, & SYMBOLS

NO

VE

LIS

CO

RP

OR

ATI

ON

CA

SH

III B

UIL

DIN

G B

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

CIL

ITY

OS

WE

GO

, NE

W Y

OR

K

SCALE: NOT TO SCALEB4 ACT MOUNTED DEVICE DETAIL

SCALE: NOT TO SCALEE5 FIRE ALARM SYMBOLS

SCALE: 12" = 1'-0"A3 WALL MOUNTED FIRE ALARM DEVICE DETAIL

SCALE: NOT TO SCALEE4 WALL MOUNTED FIRE ALARM DEVICE RACEWAY DETAIL

SCALE: NOT TO SCALED4 SURFACE MOUNTED FIRE ALARM DEVICE RACEWAY DETAIL1

SCALE: NOT TO SCALEA5 FIRE ALARM GENERAL NOTES

SCALE: NOT TO SCALEB3 FIRE ALARM SPECIFICATIONS

F

F

F

F

F

F

H

FF

F

FF

F

F

F F

F

F

2.8

2.9

3.7

Hf He

Hd Hc

CONFERENCE/

BREAK ROOM

105

WOMEN'S

104

CORRIDOR

102

MEN'S

103

STORAGE

107

CORRIDOR

101

SHARED SPACE

QUALITY SPECIALISTS &

MAINT. TECHS

106

30

30

FS

TS

MM

MM

2.8

2.9

3.7

Hf He

Hd Hc

CMM

SP

E

SP

RELOCATED EXISTING HIGH OUTPUTSPEAKER STROBE

PROPOSED HIGH OUTPUT SPEAKER STROBE.CONNECT TO AVAILABLE SPEAKER CIRCUIT.

LOCATION OF EXISTING HIGH OUTPUTSPEAKER STROBE TO BE RELOCATED

2.8

2.9

3.7

Hf He

Hd Hc

OPEN OFFICE AREA

204

CORRIDOR

201

SHIFT QE

OFFICE

203

OPS ALS

OFFICE

202

75

30

2.8

2.9

3.7

Hf He

Hd Hc

CMM

1. CONNECT PROPOSED INITIATING DEVICES TO CLOSEST SLC CIRCUIT.

2. CONNECT PROPOSED NOTIFICATION DEVICES TO AVAILABLE NAC PANEL OR PROVIDE NEW SNAC PANEL.COORDINATE WITH SYRACUSE TIME AND ALARM.

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

S.P. ZAFERAKIS

S.P. ZAFERAKIS

T.H. DAWLEY

FA−101

F89.071.001

FIRE ALARM PLAN

NO

VE

LIS

CO

RP

OR

ATI

ON

CA

SH

III B

UIL

DIN

G B

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

CIL

ITY

OS

WE

GO

, NE

W Y

OR

K

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR FIRE ALARM PLAN

SCALE: 1/4" = 1'-0"C1 SECOND FLOOR FIRE ALARM PLAN

PLANNORTH

PLANNORTH

8'0 4' 16'

8'0 4' 16'

SCALE: NOT TO SCALEE5 FA−101 NOTES

SAN SAN

SAN

3" UP TO MB4" UP TO WC-1

4" UP TO DPCO

4" UPTO FD

2" W UP TO LAV

4" UP TO WC

4" UP TO WC-1

2" V UP2"

2"

2" W UP TO LAVS

2" SANUP

4" UPTO FD

2"

4"

2" V UP

2" V2" V UP2" V

3"

4"

2"

2" W UP TO LAVSPIPING BELOW SLAB

PIPINGBELOW SLAB

PROVIDE LINK SEAL ATEXTERIOR OF BLDG.

V

VV

V

4" SAN BELOW GRADE.CONNECT TO LIFT STATIONAPPROX. 20 FEET FROM BLDG.FIELD VERIFY EXACT LOCATION.

2.8

2.9

3.7

Hf He Hd

NOTE:FLOOR TO BE SAW CUT FOR PIPINGINSTALLATION. PATCH FLOOR TO MATCHEXISTING.

3"

4"

4"

4"

2"

4"4"4"

SAN

4"

4"

SAN

SAN

WC-1

UR

UR

LAV

LAV

LAV LAV

SK

WC-1

WC

MB

4" FD

4" FD

1" G DROPTO STOVE

2" W DN1-1/2" V RISE

1" G UP SEE SECONDFLOOR PLAN FORCONTINUATION.

4" V UP

4" V DN

1-1/2" CW UP 1-1/2" CW DROP

1-1/4" IN WALL

3/4" IN WALL

1/2" IN WALL

1/2" IN WALL


POINT OF USE WATERHEATER. SEE DETAIL A4ON THIS DRAWING

2" V DN

2"

2"

1-1/2"



2" W INCHASE

1/2" HW IN WALL

HB

HB

1" G IN CLG.

4" SAN THRU FLR (TYP)

2" V DNV

V

G

G

1/2" HW IN WALL

1-1/4" CW DROP IN WALL

2"

4"

2"

V


105

WOMEN'S104

MEN'S103

CORRIDOR101


MAINT. TECHS106

CORRIDOR102

STORAGE107

POINT OF USEWATER HEATERSEE DETAIL A4 ONTHIS DRAWING

DPCOSA 'B'

SA 'B'

2.8

2.9

3.7

Hf He Hd Hc

POINT OF USE WATERHEATER. SEE DETAIL A4ON THIS DRAWING

1/2" IN CLG

4" SAN THRU FLR

IN CLG

1" IN WALL

4" V UP TO 4" VTR

1" G DN

OPEN OFFICE AREA204

SHIFT QEOFFICE

203

OPS ALSOFFICE

202

CORRIDOR201

2.8

2.9

3.7

Hf He Hd HcEX 4" CW ABOVE CLG. INRACK SUPPORT. FIELDVERIFY EXACT LOCATION

1-1/2" CW DN

EXISTING 2" CAPPED GAS LINE.FIELD VERIFY EXACT LOCATION.

1-1/2"

G

G

1" G AT MEZZANINEFLOOR LEVEL ABOVE,SUPPORT AS NECESSARY

G

GAS COCK(TYP)

3/4"

3/4"

HVAC EQUIPMENT ONMEZZANINE ABOVE.SEE MECH DRAWINGSFOR EXACT LOCATION

(80 MBH)

(80 MBH)

1"

G

1"

AT MEZZANINE FLOOR LEVELABOVE, SUPPORT AS NECESSARY

WET, LIVE TAP

4" VTR

MB

WC-14" FD

4" FD

UR

WC-1

WC

SK

LAV

LAV

LAV

LAV

URPROVIDE LINK SEAL ATEXTERIOR WALLPENETRATION

DPCO

SAN

THRU FLOOR (TYP)

4"

2"

2"

2"

PIPINGIN CLG.

PIPINGBELOWSLAB

2"

2"

1-1/2"

1-1/2"

2"

2"

1-1/2"

4"2"

4"

4"

3"

3"4"2"

4"

4"4"

2"

4"

2"

1-1/2"

4"

POINT OF USEWATERHEATER (TYP)

SK

LAV

LAV

LAV

LAV

UR

UR

MB

WC-1

WC

WC-1

1-1/2"

1-1/4"

1/2"HW

HB

HB

1"

1"

1"3/4"

1/2"1/2"

1/2"

1/2"

1"

1/2"

1/2"

1/2"

1-1/4"

PIPING IN WALL

SA

SA

1-1/4"

EX 4" CW ABOVE CLG. INRACK SUPPORT. FIELDVERIFY EXACT LOCATION

1/2"CW

1-1/2"

WET, LIVE TAP

W

V

WASTE PIPING (W)

VENT PIPING (V)

DOMESTIC COLD WATER PIPING (CW)

DOMESTIC HOT WATER PIPING (HW)

BALL VALVE

PIPE BREAK

END CAP

CLEAN OUT

SHOCK ABSORBERTRAP

G NATURAL GAS PIPING (G)

GAS COCKSA

SAN SANITARY PIPING (SAN)

CLG CEILING

CO CLEAN OUT

DN PIPING DOWN

DPCO DECK PLATE CLEANOUT

FD FLOOR DRAIN

LAV LAVATORY

UR URINAL

SA SHOCK ABSORBER

VTR VENT THROUGH ROOF

WC WATERCLOSET

EX EXISTING

CONNECT TO EXISTING

SK SINK

DIRT LEG

PIPE SIZE ASSHOWN ONPLANS

G

UNION

GAS FIREDEQUIPMENT

GAS COCK

SK

PIPING IN WALL

1/2" HW IN WALLTO MB

POINT OF USE WATERHEATER MOUNTEDUNDER SINK

1/2" CW INLET TO WHW/ SHUT-OFF VALVE

SHUT-OFF VALVE (TYP)

1/2" HW

VENT IN WALL1-1/4" CWDROP IN WALL

PLUMBING FIXTURE CONNECTION SCHEDULE

HOTFIXTURE WASTE VENT COLD

WATERCLOSET (WC & WC-1) 4" 2" 1" ---

1/2"1/2"1 1/2"1 1/2 "LAVATORY (LAV, LAV-1 & SK)

MOP BASIN (MB) 3" 1 1/2" 1/2" 1/2"

---3/4"------HOSE BIBB (HB)

URINAL (UR) 2" 1 1/2" 3/4"

PLUMBING SPECIFICATIONS :• PIPING IDENTIFICATION: PLASTIC LABEL BY SETON.• WATER CLOSET : VITREOUS CHINA, FLOOR MOUNTED FLUSH VALVE STYLE BY AMERICAN STANDARD. WITH 1.6 GALLONS PER

FLUSH SLOAN FLUSH VALVE.

• URINAL: VITREOUS CHINA, WALL MOUNTED FLUSH VALVE STYLE BY AMERICAN STANDARD WITH 1.0 GALLON PER FLUSH SLOAN FLUSH VALVE.

• LAVATORY: VITREOUS CHINA, UNDER COUNTER MOUNTED STYLE BY AMERICAN STANDARD WITH ADA COMPLIANT BATTERYOPERATED FAUCET BY MOEN.

• MOP BASIN: 24"x36" STEEL BASIN WITH VACUUM BREAKER FAUCET PLUS THREE (3) FOOT HOSE BY FIAT.

• SINK: SINGLE BAY STAINLESS STEEL SINK, 23"x25" WITH ADA COMPLIANT GOOSENECK FAUCET BY MOEN.

• POINT OF USE WATER HEATER: BY RHEEM MODEL #RTE3.

• DOMESTIC WATER PIPING: TYPE L COPPER WITH MINIMUM 1" THICK FIBERGLASS INSULATION WITH CANVAS JACKETING.

• NATURAL GAS PIPING : SCHEDULE 50 BLACK IRON.

• SANITARY, WASTE, VENT PIPING : SCHEDULE 40 SERVICE WEIGHT CAST IRON PIPING WITH NO-HUB FITTINGS.

• HANGERS : GALVANIZED CLEVIS TYPE HANGER WITH CONTINUOUS THREADED ROD.

• VALVES: BALL VALVE - BRASS BODY BY WATTS. GAS COCK - BRONZE BODY BY WATTS RATED FOR GAS USE.

• PIPING IDENTIFICATION: PLASTIC LABEL BY SETON.

CW PIPINGIN WALL

CW PIPING IN WALL

WASTE PIPING INWALL DN THRU FLR

WASTE PIPING INWALL DN THRUFLR

WASTE PIPINGIN WALL

SHUT-OFF VALVE (TYP

1/2"

POINT OF USE WATERHEATER MOUNTEDUNDER LAVS (TYP)

1/2" CW INLET

1/2" HW OUTLET

LAV

LAV

LAV

LAV

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

DECEMBER 2016

M. F. SHERIDAN

D. J. CHAMBERS

J. D. NADZAN, P.E.

P-101

F89.071.001

PLUMBING PLANS, RISERDIAGRAMS, SYMBOL LIST AND

DETAILS

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: 1/4" = 1'-0"A1 UNDERSLAB PLAN

SCALE: 1/4" = 1'-0"B1 FIRST FLOOR PLAN

SCALE: 1/4" = 1'-0"D1 SECOND FLOOR PLAN

SCALE: NOT TO SCALEB4 SANITARY WASTE & VENT RISER DIAGRAM

SCALE: NOT TO SCALEC4 DOMESTIC WATER RISER DIAGRAM

SCALE: NOT TO SCALEE4 LEGEND & SYMBOL LIST

SCALE: NOT TO SCALEB3 TYPICAL GAS CONNECTION DETAIL

SCALE: NOT TO SCALEA4 POINT OF USE WATER HEATER DETAIL

SCALE: NOT TO SCALED4 FIXTURE CONNECTION SCHEDULE

CONFERENCE /BREAK ROOM

105

PLANNORTH

4' 8'0 2'

PLANNORTH

4' 8'0 2'

PLANNORTH

4' 8'0 2'

SCALE: NOT TO SCALEA3 PLUMBING SPECIFICATIONS

BREAK ROOM

104WOMEN'S

103 MEN'S

USE CAUTION DIGGING IN THIS AREA.THERE IS AN EXISTING CONCRETEENCASED ELECTRICAL DUCTBANK INTHIS AREA APPROX. 3 FEET BELOWSLAB LEVEL.

AFF ABOVE FINISHED FLOOR

AAD AUTOMATIC AIR DAMPER

APD AIR PRESSURE DROP

BHP BRAKE HORSE POWER

BTU BRITISH THERMAL UNIT

CO CLEANOUT

C COMMON

CFM CUBIC FEET PER MINUTE

DIA DIAMETER

DN DOWN

EAT ENTERING AIR TEMPERATURE

EDB ENTERING DRY BULB TEMPERATURE

EXIST EXISTING

IN INCH

KW KILOWATT

LAT LEAVING AIR TEMPERATURE

LWB LEAVING WET BULB

LV LOUVER

MBH 1000 BTUH

MAX MAXIMUM

MIN MINIMUM

MV MANUAL VENT

NC NORMALLY CLOSED

NO NORMALLY OPEN, NUMBER

OA OUTSIDE AIR

RA RETURN AIR

RPM REVOLUTION PER MINUTE

SA SUPPLY AIR

SP STATIC PRESSURE

TYP TYPICAL

V VOLT

VD VOLUME DAMPER

VSD VARIABLE SPEED DRIVEFC FLEXIBLE CONNECTION

°F FAHRENHEIT

FD FIRE DAMPER

FPM FEET PER MINUTE

FT FEET

AMP AMPERES

ACCU AIR COOLED CONDENSING UNIT

F FURNACE

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

PH PHASE

VAV VARIABLE AIR VOLUMEBDD BACK DRAFT DAMPER

BTUH BRITISH THERMAL UNIT PER HOUR

BOD BOTTOM OF DUCT

DB DRY BULB TEMPERATURE

EFF EFFICIENCY

EWB ENTERING WET BULB TEMPERATURE

EF EXHAUST FAN

DP DEWPOINT TEMPERATURE

DX DIRECT EXPANSION

ENC ENCLOSURE

ESP EXTERNAL STATIC PRESSURE

HD HEAD

HP HORSEPOWER

HUM HUMIDIFIER

HX HEAT EXCHANGER

LDB LEAVING DRY BULB TEMPERATURE

MAU MAKEUP AIR UNIT

MOP MAXIMUM OVERCURRENT PROTECTION

MCA MINIMUM CIRCUIT AMPACITY

PD PRESSURE DROP

RH RELATIVE HUMIDITY

SQ SQUARE

PSI POUNDS PER SQUARE INCH

TG TRANSFER GRILLE

THC TOTAL HEAT CAPACITY

WB WET BULB TEMPERATURE

BD BYPASS DAMPER

FIL FILTER

EXH EXHAUST AIR

dB DECIBELS

GAL GALLONS

GR GRAINS

TSP TOTAL STATIC PRESSURE

NIC NOT IN CONTRACT

LB POUND

HZ HERTZ

VIF VERIFY IN FIELD

CP CONDENSATE PUMP

ABBREVIATIONS

FSS FINISHED SINK STRUCTURE

COORDINATE DEMOLITION WITH OTHER CONTRACTORS.

CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH OCCUPIED BUILDINGAREAS. SERVICE TO OTHER PARTS OF BUILDING SHALL REMAIN ACTIVE.

DISCONNECT, CAP, AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITIONAREAS.

DEMOLISH IN AN ORDERLY AND CAREFUL MANNER, PROTECT EXISTING SUPPORTINGSTRUCTURAL MEMBERS AND PARTITIONS TO REMAIN.

EXCEPT WHERE NOTED OTHERWISE, REMOVE DEMOLISHED MATERIALS FROM SITE.DO NOT DISPOSE OF ANY MATERIAL ON SITE.

REMOVE DEMOLISHED MATERIAL FROM SITE AS WORK PROGRESSES. UPONCOMPLETION OF WORK LEAVE AREAS IN CLEAN CONDITION.

COMPLETELY REMOVE ALL PIPING, DUCTWORK, HANGERS, ETC..

PROVIDE REINSULATION TO EXISTING DISTRIBUTION AND SERVICES SCHEDULED TOREMAIN IN USE.

DEMOLITION SHALL INCLUDE REMOVAL OF ALL STRAPS, HANGERS,CLAMPS,CHANNEL, AND OTHER DEVICES USED FOR SUPPORTING EQUIPMENT.

DRAIN, VENT, OR DISCHARGE MECHANICAL SYSTEMS PRIOR TO DISASSEMBLY.

IN MECHANICAL SYSTEMS BEING REMOVED, BLANK OFF, PLUG, OR CAP ALL BRANCHLINES (DUCTWORK OR PIPING) SCHEDULED FOR DEMOLITION WHERE THEY TIE INTOMAIN LINES TO REMAIN.

DEMOLITION INCLUDES REMOVAL OF EQUIPMENT, SELECTED DUCTWORK, PIPING,ECT... THE DEMOLITION DRAWINGS SHOW THE GENERAL SCOPE OF ITEMS TO BEREMOVED. IT IS THE MECHANICAL CONTRACTORS RESPONSIBILITY TO REMOVE ALLASSOCIATED EQUIPMENT AND MATERIALS THAT ARE NOT SPECIFICALLY IDENTIFIEDTO BE REUSED, TO PRODUCE A CLEAN AND WORKABLE SYSTEM.

REMOVE ALL OBSOLETE, FREE HANGING AND OPEN OR DEAD ENDED AIR, GLYCOLPIPING OR DUCT.

THE MECHANICAL DRAWINGS ARE DIAGRAMMATICAL. IT IS NOT POSSIBLE OR THEINTENT TO SHOW ALL PIECES OF THE SYSTEMS BEING REMOVED AND/OR INSTALLEDUNDER THE CONTRACT. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ACOMPLETE, RELIABLE AND WORKING SYSTEM. IT IS ALSO THE CONTRACTORSRESPONSIBILITY TO DEMOLISH ALL MATERIALS ASSOCIATED TO REMOVALS TOPROVIDE A "LIKE NEW" APPEARANCE WITHIN THE SPACES (IE NO HANGARS, TUBINGETC ABANDONED IN PLACE UNLESS DIRECTED TO DO SO).

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

1). ALL WORK SHALL CONFORM TO ALL APPLICABLE RULES, REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO NEW YORK ENERGY CODE, NEW YORK BUILDING CODE AND OSHA.

2). ALL EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF THE CURRENT INTERNATIONAL ENERGY CODE AND AS MODIFIED BY NEW YORK. ALL SUBMITTALS FOR EQUIPMENT COVERED BY THE CODE SHALL INCLUDE THE MANUFACTURER'S STATEMENT OF CONFORMANCE TO THE CODE.

3). FIELD VERIFY ALL DIMENSIONS PRIOR TO DUCTWORK FABRICATION OR ANY OTHER MECHANICAL WORK. MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF EQUIPMENT, PIPING, DUCTWORK, AND PADS WITH OTHER CONTRACTORS. PROVIDE FITTINGS, ELEVATION CHANGES, TRANSITIONS, AND OFFSETS REQUIRED, WHETHER SHOWN OR NOT, TO AVOID CONFLICTS WITH WORK OF OTHER CONTRACTS.

4). MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL HVAC PENETRATIONS (PIPING, DUCTWORK, ETC) IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND WHERE SHOWN OR SPECIFIED.

5). ITEMS OF SPECIFIC MANUFACTURER'S SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PRINTED INSTRUCTIONS AND/OR MANUFACTURER'S REPRESENTATIVES DIRECTIONS.

6). MECHANICAL CONTRACTOR TO INSTALL ALL NECESSARY STIFFENERS, BRACES, STRUTS, ETC, WHETHER SHOWN OR NOT, TO PROVIDE A COMPLETE, SAFE, AND DURABLE SYSTEM.

7). DIMENSIONS SHOWN "AFF" INDICATE THE ACTUAL CLEAR DIMENSIONS FROM THE BOTTOM OF THE UNIT TO THE FINISHED FLOOR ELEVATION; UNLESS INDICATED OTHERWISE.

8). SUPPORT AND EQUIPMENT DETAILS MAY VARY TO SUIT EQUIPMENT AND PARTS SUPPLIED.

9). WELD ALL STEEL ANGLE JOINTS UNLESS OTHERWISE SHOWN.

10). PROVIDE NECESSARY BY-PASSES AND BALANCING MEANS AS REQUIRED TO ASSURE PROPER SYSTEM OPERATION.

11). ALL DUCT DIMENSIONS SHOWN ARE "SIDE SEEN" BY "SIDE NOT SEEN" AND ARE THE CLEAR INSIDE DIMENSIONS UNLESS OTHERWISE NOTED.

12). PROVIDE ACCESS DOORS AND CLEARANCES FOR EASY ACCESS TO ALL FIRE DAMPERS, CONTROL DAMPERS, LOUVERS, FILTERS, COILS, AND FANS.

13). BRANCH DUCTS TO REGISTER SHALL BE THE SAME SIZE AS REGISTER UNLESS INDICATED OTHERWISE.

14). REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, FOR PRECISE LOCATION OF DIFFUSERS AND REGISTERS.

15). PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH TAKE-OFFS AND WHERE SHOWN.

16). PROVIDE ALL CONTROL AND INTERLOCK WIRING REQUIRED OR SPECIFIED THAT IS NOT PROVIDED BY THE ELECTRICAL CONTRACTOR.

17). COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR REGARDING THE RESPONSIBILITIES FOR SUPPLYING, INSTALLING AND WIRING OF HVAC-RELATED DISCONNECT SWITCHES, STARTERS, SAFETY INTERLOCKS, EMERGENCY SHUTDOWN AND WIRING.

18). WORK ON M-SERIES DRAWINGS IS BY THE MECHANICAL CONTRACTOR (MC) UNLESS OTHERWISE NOTED.

19). VERIFY ALL LOCATIONS, DIMENSIONS, EQUIPMENT ARRANGEMENTS, CLEARANCES AND ELECTRICAL CHARACTERISTICS IN THE FIELD PRIOR TO BID. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

20). PRIOR TO CUTTING THROUGH FLOORS AND WALLS THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL STRUCTURAL MEMBERS, JOISTS, AND OR COLUMNS. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. DO NOT CUT ANY STRUCTURAL MEMBERS UNLESS SPECIFICALLY DIRECTED TO DO SO.

21). THE MECHANICAL CONTRACTOR SHALL REMOVE DUCTWORK BACK TO A POINT WHICH WILL ALLOW THE INSTALLATION OF SUPPORT STEEL THAT IS REQUIRED / RELATED TO THE HVAC EQUIPMENT (IE RTU INSTALLATION). THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR IN THE LOCATIONS WHICH WILL REQUIRE MECHANICAL SUPPORT STEEL.

22). INSTALL ALL NEW DUCT AND PIPE WITHIN EXISTING OPENINGS SUCH THAT IT ALLOWS AS MUCH SPACE AS POSSIBLE TO ONE SIDE WHICH MAY ALLOW PASSAGE.

23). ALL EXISTING TO REMAIN DIFFUSERS AND DUCT SYSTEMS TO BE REBALANCED TO CFM INDICATED.

24). PATCH AND SEAL DUCT WHERE BRANCHES / TAKEOFFS HAVE BEEN REMOVED AND NO NEW CONNECTION IS NEEDED.

25). CAP AND SEAL PIPING WHERE BRANCHES / TAKEOFFS HAVE BEEN REMOVED AND NO NEW CONNECTION IS NEEDED.

DUCTWORK

GENERALPIPING

MANUAL VOLUME DAMPER

AUTOMATIC AIR DAMPER

SQUARE ELBOW WITH TURNING VANES

NEGATIVELY PRESSURIZED DUCT INTO THE PLANE

NEGATIVELY PRESSURIZED DUCT OUT OF THE PLANE

POSITIVELY PRESSURIZED DUCT INTO THE PLANE

POSITIVELY PRESSURIZED DUCT OUT OF THE PLANE

FLEXIBLE DUCT CONNECTOR

SQUARE TO ROUND DUCT TRANSITION

DAMPER MOTOR

DIRECTION OF AIRFLOW

THERMOSTAT WITH LOCKING GUARD

PIPE GUIDE

PIPE ANCHOR

PIPE RISER

PIPE DROP

X

AUTOMATIC AIR VENT

MANUAL AIR VENT

PRESSURE RELIEF VALVE

CHECK VALVE

PIPE CAP

STRAINER

REDUCER

UNION

PRESSURE GAUGE

FC

AAD

T

SQUARE MAIN TO ROUND BRANCH TAKE-OFF

TYPECFM

NECK SIZE(TYPICAL OF) DIFFUSER DESIGNATION

M

GENERAL EQUIPMENT DESIGNATIONUNIT

CONNECT TO EXISTING

DISCONNECT FROM EXISTING

REMOVALS

BALL VALVE

SUPPLY DIFFUSER

RETURN DIFFUSER

FD FIRE DAMPER

VIEWSHEET ENLARGED PLAN & DETAIL CALL OUT

VOLUME DAMPER

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-001

F89.071.001

GENERALNOTES/ABBREVIATIONS/

SYMBOLS

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: NOT TO SCALEA4 ABBREVIATIONSSCALE: NOT TO SCALEA3 GENERAL DEMOLITION NOTES

SCALE: NOT TO SCALEC3 GENERAL NOTESSCALE: NOT TO SCALEC4 SYMBOLS

T

T


105

STORAGE107

WOMEN'S104

MEN'S103

CORRIDOR102

CORRIDOR101

SHARED SPACEQUALITY

SPECIALISTS &MAINT. TECHS

106

EF-1

2.8

2.9

3.7

Hf He

Hd

Hc

18x18LV-3450 (1)

18x6

12ø

10ø

54x6

24x6

10ø R1250(2)

8ø S1125(4)

6ø S150(1)

8x8 EX1225(1)

8x8 EX1225(1) 6ø S1

75(1)

8ø S1125(4)

8ø R1300(2)6ø R1

75(1)8øS1170 (1)

8øS1170 (1)

18ø 16ø 14ø 12ø

12ø 8ø8ø

8ø 8ø

6ø

10x10

8x8

8x810ø8ø

8ø 10ø

8ø

---- -

---

1 1/4" SCH. 40 PVC COND. PIPINGDN. TO 1ST FLOOR. TERMINATE6" ABOVE FSS IN STORAGE 207.

TERMINATE KITCHENEXHAUST WITH WALL

CAP AND BDD.PROVIDE BDD .

12ø

14ø

8x4

12x8

12x12 12x8

6ø

STORAGE108

6ø S150(1)

6øS150 (1)

6ø

6ø

OPEN OFFICEAREA204

SHIFT QEOFFICE

203

OPS ALSOFFICE

202

CORRIDOR201

2.8

2.9

3.7

Hf He Hd Hc

8ø8ø

12ø

8ø

14ø

6ø

6ø14ø16ø

8ø

18x12

10ø

8ø

8ø

18x1254x6 16x16

12ø

16x16

14x14 14x10

8ø

6ø

14x8 10x6

6ø

10ø

8ø S1205(4)

12øR1400 (1)

6ø S1100(2)

8ø S1190(2)

8ø R1150(1)6ø S1

80(2)

10ø R1380(1)

8ø R1180(1)

----

1 1/4" SCH. 40 PVC COND. PIPING

12ø R1400(1)

18x6 24x6

18x12SERVES F-2

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-101

F89.071.001

FIRST & SECOND HVAC PLANS

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR

SCALE: 1/4" = 1'-0"C1 SECOND FLOOR

SERVES F-1

CU-1

CU-2

CC-1

CC-2

F-2

F-1

18x18 LV-1300(1) 18x18 LV-2

225(1)

18x12 20x20

20x2018x12

18x12

18x12

14x8 14x8 12x1216x16

24x20

24x20

12x12

16x16

16x1654x618x6 24x6

2.8

2.9

3.7

Hf He

Hd

Hc

REFRIGERANT PIPING SIZEDPER MANUFACTURER'S

RECOMMENDATIONS.

1 1/4" SCH. 40 PVC CONDENSATE PIPINGSHALL BE RUN TO MOP SINK

ON FIRST FLOOR.PITCHED 1/8" PER FT.

C4M-102

----

1 1/4" COND. PIPE DN. CHASE TOMOP SINK IN STORAGE 107. TERMINATE6" ABOVE FSS.

AAD AAD

TOP OF WALL24'-8"

3.73.7

THIRD FLOOR FRAMING PLAN24' - 0"

3.73.7

F-1

CC-1 18x18 LV-1300(1)AAD

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-102

F89.071.001

THIRD FLOOR PLAN ("ROOF")

NOVE

LIS

CORP

ORA

TIO

NCA

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I BUI

LDIN

G B

ATHR

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M A

ND B

REAK

ROO

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ITY

OSW

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, NEW

YO

RK

SCALE: 1/4" = 1'-0"A1 THIRD FLOOR PLAN

SCALE: 1/2" = 1'-0"C4 FURNACE DETAIL (TYPICAL OF F-1 & F-2)

4" VENT PIPE TO EXTERIOROF BUILDING. INSTALL

VENTING PER MANUFACTURER'SRECOMMENDATIONS.

GAS CONNECTION BYPLUMBING CONTRACTOR.REFER TO PLUMBING DRAWINGS.1 1/4" SCH. 40 PVC COND.

PIPING.

REFRIGERANT PIPING SIZEDPER MANUFACTURER'S

RECOMMENDATIONS.

PROVIDE BOTTOM CABINETFILTER OPTION PERMANUFACTURER'S RECOMMENDATIONS.MODEL: BAYFLTR204. PROVIDE ACCESSDOOR IN DUCT.

TERMINATE VENT WITH WALL CAPAT EXTERIOR WALL.

CONDENSATE DRAINOUTLET. CAP

OPPOSITESIDE CONNECTION

UNIT BOTTOM(DRAIN PAN)

CLEAN OUT

DRAINAGE WYE

NEGATIVE PRESSURE

TRAP

21/2" MIN.

11/2" MIN. OR DEPTHTO EQUAL TO ORGREATER THAN FANSTATIC PRESSURE

TRAP OUTLET

3" MIN.

SIDE OF A-COILUNIT CASTING

NOTES:1. ALL PIPING AND FITTINGS ARE TO BE SCHEDULE 40 PVC.2. PITCH DRAIN LINE 1/8"PER FOOT (MIN.).3. FOR SYSTEMS WITH POSITIVE PRESSURE, TRAP OUTLET TO BE HIGHER THAN

CONDENSATE DRAIN OUTLET AND/OR AS RECOMMENDED BY AC UNIT MANUFACTURER.

1/2"

CEILING DIFFUSER

EQUALIZING GRID

DRAWBAND

MANUALDAMPER

ROUND DUCT

SUSPENDED CEILINGT-BAR

INTEGRAL VOLUMEDAMPER

PROVIDETRANSITION TOSQUARE NECKDIFFUSERS

FLEXIBLE DUCT(MAX. LENGTH

3'-0")3/8" THREADED STEEL

RODS, SUPPORT FROMBUILDING STRUCTURE.

STRUCTURE THE LENGTHOF THE RODS TO SUIT

AVAILABLE SPACE

GREASENIPPLES

DUCTWORK

MOUNTINGBRACKET

AIR FLOW

FLEXIBLE CONNECTION

STEEL SPRINGANC RUBBER INSHEAR TYPEVIBRATIONISOLATORS.

SWAY BRACE,BOTHDIRECTIONS AT90 DEGREES

W

3/4W

6"MI

N.

NOTES:

1. CONTRACTOR HAS OPTION OF PROVIDING EITHER SQUAREELBOW OR RADIAL ELBOW.

SQUARE ELBOW RADIAL ELBOW

90 DEGREE ELBOWWITH TURNINGVANES

AIR FLOW

BRANCH DUCT

45 DEGREE ANGLE

VOLUME DAMPER

CONNECT TO GASLINE PROVIDE BYPLUMBING CONTRACT

GASCOCK

GASBURNER

UNION

GAS TRAIN(BY UNIT MFR)

6" DIRT LEG

LIQUIDDISTRIBUTOR

SENSING BULB LOCATEBULB 45 DEG. ABOVE

BOTTOM OF PIPE AND ASCLOSE AS POSSIBLE TO

COIL OUTLET

PRESSURE TAP (SUPERHEAT ADJUSTMENT)

REFRIGERANT VALVE

THREE VALVEBYPASS

SUCTIONLINE

FILTER DRIER

LIQUID LINESOLENOID VALVE

SIGHT GLASS

EQUALIZER LINE

THERMAL EXPANSION VALVE

LIQUID LINE

AIR FLOW

SPIRALSUPPLY DUCT

DIFFUSER

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-501

F89.071.001

DETAILS

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: NOT TO SCALEA5 COOLING COIL CONDENSATE DRAIN DETAIL

SCALE: NOT TO SCALEB4 CEILING DIFFUSER DETAILSCALE: NOT TO SCALEB3 CENTRIFUGAL IN-LINE FAN DETAIL

SCALE: NOT TO SCALEB5 DUCT DETAIL

SCALE: NOT TO SCALED4 GAS CONNECTION DETAIL

SCALE: NOT TO SCALEA3 REFRIGERANT COIL DETAIL

SCALE: NOT TO SCALED5 SPIRAL DUCT MOUNTED DIFFUSER DETAIL

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-601

F89.071.001

SCHEDULES

NOVE

LIS

CORP

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FURNACE (F) SCHEDULE

UNIT NO. LOC. AREA SERVED AIR FLOW(CFM) MIN. OA (CFM)

GAS HEATING COOLING COIL - DX COMPRESSORS SUPPLY AIR FAN COMBUSTION FAN ELECTRICAL DATA BASIS OF DESIGNREMARKS

INPUT MBH OUTPUT MBH TEMP RISE # OF STAGES TOTAL MBH SENSIBLEMBH QUANTITY # OF STAGES ESP (IN WG) RPM HP RPM HP (FLA) VOLTS PHASE FLA MANUFACTURER MODEL

F-1 ABOVE SECOND FLOOR FIRST FLOOR 1565 300 80 64 60 2 42.0 37.3 1 1 0.70 VARIABLE 3/4 2543 1/100 (0.70) 115 1 9.6 TRANE TUD2C080B9V4VB 1,2,3,4,5,6,7

F-2 ABOVE SECOND FLOOR SECONDFLOOR 1560 225 80 64 60 2 42.0 37.3 1 1 0.70 VARIABLE 3/4 2543 1/100 (0.70) 115 1 9.6 TRANE TUD2C080B9V4VB 1,2,3,4,5,6,7

FAN SCHEDULE (F)

UNIT NO. LOCATION SERVICE TYPE ARRANGEMENT CFM TSP BHP RPM MAX. SONESELECTRICAL

HP (AMPS)BASIS OF DESIGN

REMARKSVOLTS PHASE MANUFACTURER MODELEF-1 FIRST FLOOR BATHROOM EXHAUST CENTRIFUGAL INLINE 450 CFM 0.375 in-wg 0.07 1550 7.4 208 V 1 1/10 GREENHECK SQ-90 1,2,6EF-2 FIRST FLOOR RANGE EXHAUST - BELOW CUPBOARD 200 CFM 0.100 in-wg N/A N/A 5 120 V 1 (1.9) BROAN QML SERIES 3,4,5

LOUVER SCHEDULE (L)

UNIT NO. SERVICE TYPE DEPTH (IN.) WIDTH (IN.) HEIGHT(IN.)

FREEAREA (SQ

FT)% FREEAREA CFM APD

(IN WG)FACE

VELOCITY(FPM) MATERIAL FINISH BIRDSCREEN

BASIS OF DESIGN

REMARKSMANUFACTUR

ER MODELLV-1 F-1 INTAKE 6 18 18 0.83 37 300 0.03 360 STEEL 2-COAT KYNAR Yes GREENHECK EDD-601 1LV-2 F-2 INTAKE 6 18 18 0.83 37 225 0.03 270 STEEL 2-COAT KYNAR Yes GREENHECK EDD-601 1LV-3 EF-1 EXHAUST 6 18 18 0.83 37 450 0.03 541 STEEL 2-COAT KYNAR Yes GREENHECK EDD-601 2

DIFFUSER AND GRILLE SCHEDULE (S&R)

TYPE DESCRIPTION FACE SIZE MAX. SONES MATERIAL FINISH CEILING TYPE BASIS OF DESIGN REMARKSMANUFACTURER MODEL

S1 SUPPLY 24X24 25 STEEL WHITE LAYIN PRICE SCDR1 RETURN 24X24 25 STEEL WHITE LAYIN PRICE PDR

EX1 EXHAUST 24X24 25 STEEL WHITE LAYIN PRICE PDR

AIR COOLED CONDENSING UNIT SCHEDULE (CU)

UNIT NO. LOCATION AREA SERVEDDX COOLING COIL COMPRESSOR FAN

EER (SEER)ELECTRICAL DATA BASIS OF DESIGN

REMARKSTOTAL MBH SENSIBLEMBH RPM HP Volts PHASE MCA MOCP MANUFACTUR

ER MODEL

CU-1 THIRD FLOOR FIRST FLOOR 42.0 37.3 835 1/5 208 V 3 18 30 TRANE 4TTA3042D 1CU-2 THIRD FLOOR SECOND FLOOR 42.0 37.3 835 1/5 208 V 3 18 30 TRANE 4TTA3042D 1

1. PROVIDE DISCONNECT SWITCH AND MOTOR STARTER.2. PROVIDE ECM FAN CONTROL.3. PROVIDE HORIZONTAL CASED COIL MODEL : TRANE 4TXCC005DS3. MOUNTED TO OUTLET OF FURNACE. (TYP. OF CC-1 & CC-2)4. PROVIDE WALL-MOUNTED THERMOSTAT .5. PROVIDE 2-STAGE HEAT-VARIABLE SPEED.6. PROVIDE 4" FLUE VENT PER MANUFACTURER'S RECOMMENDATIONS.7. PROVIDE BOTTOM CABINET FILTER PER MANUFACTURER'S RECOMMENDATIONS. MODEL NO. BAYFLTR204.

1. PROVIDE DISCONNECT SWITCH AND MOTOR STARTER.2. PROVIDE BACKDRAFT DAMPERS (BDD) AT EACH EXHAUST LOUVER. MODEL NO. WD-330 (GREENHECK).3.COORDINATE FINISH/COLOR WITH ARCHITECT.4. 7" ROUND DUCT CONNECTOR OUT OF TOP OF RANGE HOOD.5. PROVIDE 2-SPEED FAN CONTROL.6. PROVIDE HANGING NEOPRENE ISOLATERS.

1. PROVIDE BACKDRAFT DAMPERS (BDD) AT EACH EXHAUST LOUVER. MODEL NO. WD-330 (GREENHECK).2. PROVIDE BACKDRAFT DAMPERS (BDD) AT EACH INTAKE LOUVER. MODEL NO. WD-430 (GREENHECK).

1. PROVIDE RUBBER PAD UNDER UNIT.

1. GENERAL:

A. SCOPE:THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLYOPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALLLABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK.

B. SITE EXAMINATION:THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT,DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION,PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK.

C. STANDARDS:EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL,NEMA, ANSI, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY.

D. CODES:ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE OWNER'S CRITERIA; STATE, COUNTYAND LOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETYCODE, THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICALCODE, NFPA 70, 90A AND 96 AND ALL OTHER APPLICABLE CODES ENFORCED BY AUTHORITIES HAVINGJURISDICTION. THE CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID.AFTER THE CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BYTHE TENANT TO THE CONTRACTOR.

E. PERMITS AND FEES:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIREDOR RELATED TO THIS WORK.

FURNISH TO THE OWNERS CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINALINSPECTION APPROVAL AT COMPLETION OF PROJECT.

F. WARRANTY:THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTSIN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCEBY LICENSEE AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE ANDRESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALSAND WORKMANSHIP.

2. GENERAL CONDITIONS:

A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARYCONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTRACT) ARE APART OF THIS CONTRACT.

B. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THEWORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED.

C. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES.

D. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL SETOF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS ANDTHE WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORMWITH THE GENERAL CONTRACTOR'S TIME SCHEDULE.

E. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES ANDWARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED,CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TOPERFORM ALL OF THE WORK REQUIRED.

F. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THEPROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL. IFDISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS THE ARCHITECTSHALL BE NOTIFIED AND THE CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THESUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS MADE NECESSARY BYEXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM AS DESCRIBED HEREIN WILL BEFURNISHED AT THE PROPOSED COST.

G. WHEN USED, THE TERM "PROVIDED" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLEDBY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY OWNER" SHALL BEINTERPRETED AS MEANING "FURNISHED BY OWNER (INSTALLED BY CONTRACTOR)", EXCEPT WHERE NOTEDOTHERWISE.

3. EXISTING SPACE CONDITIONS

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTINGMECHANICAL WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW SPACE.

B. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALLEXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE,EXHAUST FANS, DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT,UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE OWNER ALL PRESUMEDABANDONED EQUIPMENT, PIPES, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BEREMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOFPATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTORAPPROVED BY THE OWNER. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE)NOT APPLICABLE TO THE NEW WORK OR PART OF THE OWNER'S OR ANOTHER ACTIVE SYSTEM MUST BEREMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTINGABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISEINACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEYARE NOT REUSED IN THIS PROJECT. IF REQUIRED BY THE OWNER OR CODES, ABANDONED PIPING AND/ORDUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BIDAND INCLUDE IN BID PROPOSAL.

C. ACTIVE OWNER OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED ANDSUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE OWNER'SIMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE OWNER OR OTHER TENANT SERVICESDURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE.

D. TIE-INS AND MODIFICATIONS TO EXISTING OWNER SERVICES MUST BE DONE WITH MINIMUMINTERRUPTION OF OWNER'S OPERATION AND DURING HOURS SPECIFIED BY THE OWNER. THECONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THEOWNER PRIOR TO SUBMITTING THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUMTIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCHWORK MUST BE COORDINATED WITH THE OWNER.

E. EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO MEET THE RESTRICTIONSIMPOSED BY THE BUILDING OR ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORKAREA.

F. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALLWORK SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY, THE OWNER'S CONSTRUCTIONMANAGER.

G. ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE CONTRACTOR FOR WORKPERFORMED IN ANY AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES ANDREGULATIONS OF THE OWNER.

H. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEMTHAT IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO ACCEPTANCE OF BUILDING BY OWNER ANDARCHITECT SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO CHARGE TO OWNER.

I. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLEFOR ALL DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, PAINTING, OR ARCHITECTURAL ANDSTRUCTURAL FEATURES OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR BY ANY OF THEIRSUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN WORKMEN ORSUBCONTRACTORS AND THE OWNER AT THEIR DISCRETION, MAY WITHHOLD PAYMENTS EQUAL TO THEREASONABLE COST OF THE REPAIRS.

J. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTINGBUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT.

K. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, THEY SHALL BE MADEAT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHEDOPERATING ROUTINE.

L. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT SERVICES WILL BE SHUTDOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THEEXISTING WORK. THIS CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OFANY REQUIRED SHUT DOWN.

M. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE INTHIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS DELIVERED TO THE SITEAND SHALL BE KEPT CLEAN AND DRY. THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVINGPARTS SHALL BE KEPT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING THEPARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE FOUND THAT ANYPARTS ARE DAMAGED DUE TO CARELESSNESS ON THE PART OF THE CONTRACTOR IN NOT PROVIDINGPROPER PROTECTION, SUCH PART OR PARTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWNCOST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTEDWITH TEMPORARY CAPS OR PLUGS AT ALL TIMES.

4. GENERAL REQUIREMENTS:

A. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS,TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLYFUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS(IF SUPPLIED) AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BYTHE OWNER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIREINSTALLATION WITH OWNER AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION,REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING THE SPACE PRIOR TOSUBMISSION OF BID.

B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIALOR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED INBOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THESPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED INWORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT.

C. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THEOWNER'S CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNEDAND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE.

D. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS FROM THE OWNER.

E. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLER HEADS, CEILINGTILES AND DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION.

F. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION,SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENTACCESS TO ALL EQUIPMENT FOR SERVICE.

G. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND PATCHINGREQUIRED FOR ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE PRIOR APPROVAL BY THEOWNER'S CONSTRUCTION MANAGER OR REPRESENTATIVE. PATCHING SHALL MATCH FINISH OFSURROUNDING AREA.

5. CODES:

ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE OWNER'S CRITERIA; STATE, COUNTY ANDLOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THEAPPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 70, 90AAND 96 AND ALL OTHER APPLICABLE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGESREQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NOADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THEOWNER.

6. DRAWINGS:

A. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATIONAND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOTPOSSIBLE TO INDICATE ALL DUCT AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BEREQUIRED. WHERE DRAWINGS, EXISTING CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT ORARE UNCLEAR, ADVISE THE ARCHITECT/ENGINEER IN WRITING PRIOR TO SUBMISSION OF BID.

B. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHERMAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROMTHE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK,FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITHTHE COST THEREOF INCLUDED IN THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS ANDSPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THEPROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S CONSTRUCTION MANAGER.

7. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT):

A. PRIMARY HVAC EQUIPMENT ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITHWRITTEN APPROVAL ONLY.

B. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES ANDACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THEDRAWINGS AND SPECIFIED.

C. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCEWITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS.

D. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONINGEQUIPMENT WITH THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY PANS ARE TO PROTECT ENTIREUNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK,LAVATORY TRAP OR OTHER APPROVED DRAIN.

8. SHOP DRAWINGS:

A. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCTFABRICATION DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONSMUST BE EARLY ENOUGH TO ALLOW THE ENGINEER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSINGDELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THEGENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALLINCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THESPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS INCLUDINGDESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS,ROUGHING-IN DATA, CAPACITY, CURVES, PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATAAND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THESTAMP OF THE GENERAL AND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THATTHEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKEPLACE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THEENGINEER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ONSITE AT JOB COMPLETION.

B. THE ENGINEER REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTORFROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOPDRAWINGS FROM THE CONSTRUCTION DOCUMENTS.

C. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTORS TOFURNISH SHOP DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLSETC. TO THE ENGINEER FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

9. RECORD DRAWINGS:

A. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITETO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPINGVALVES AND DUCTS, REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADENECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONTRACTOR'SCOORDINATION WITH OTHER TRADES.

B. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANYFINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURETHEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE OWNER.

10. GUARANTEE, WARRANTY:

A. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE,WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORKUNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANYDEFECTIVE WORK, MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHSFROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE OWNER. IN CASE OFREPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THEGUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THEDATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO INCLUDE ALL LABOR,MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR APERIOD OF ONE YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER.

11. OPERATIONS MANUALS:

A. THREE COPIES OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ONTHE JOB SHALL BE PROVIDED TO THE OWNER BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THEBINDER SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATINGINSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINEDFROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT.

12. TRADE NAMES AND MANUFACTURERS:

A. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THESPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID.MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILLBE SUBJECT TO REVIEW IN WRITING BY THE ENGINEER PRIOR TO ACCEPTANCE. THE USE OF ANYUNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'SEXPENSE.

13. SLEEVES:

A. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THEINSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE WALL, OR PARTITION AND SHALLBE CUT FLUSH WITH EACH SURFACE.

B. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS SHALL BE FIRE SEALED WITH APPROVEDSEALANTS RATED FOR THE APPLICATION SO AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY.CONFORM TO THE U.L. ASSEMBLY RATING OF THE FLOOR OR WALL.

C. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHTSTEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGHSUSPENDED CEILINGS OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZEDSTEEL MINIMUM.

D. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL.

14. STARTERS

A. MANUAL CONTROLLER: NEMA ICS 2, GENERAL PURPOSE, CLASS A, WITH "QUICK-MAKE, QUICK-BREAK"TOGGLE OR PUSHBUTTON ACTION, PILOT LIGHT, AND MARKED TO SHOW WHETHER UNIT IS "OFF," "ON," OR"TRIPPED."

B. COMBINATION MAGNETIC CONTROLLER: FACTORY-ASSEMBLED COMBINATION CONTROLLER WITHPILOT LIGHTS AND DISCONNECT SWITCH.

15. FINAL HVAC INSPECTIONS:

A. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE OWNER SHALL HAVE THE RIGHTTO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPONCOMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLINGCONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVACCONTRACTOR UP TO PLANS AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.

16. INDOOR AIR QUALITY :

A. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OROUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION.

B. IT IS THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INFORM THE OWNERIF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION IS IDENTIFIED.

C. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND RETURN AIR PLENUMSCLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL GUARANTEE THAT THE PLENUM CHAMBERUSED FOR RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OFCONTAMINATION FROM TRAPS, SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHERSOURCES WILL BE ENCLOSED SO THAT NO CONTAMINATED AIR WILL BE RECIRCULATED.

D. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT OFF THE HVAC SYSTEM, BLOCK OFF ALL AIRGRILLS, DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TOADJACENT TENANT SPACES SHALL BE COVERED WITH FILTER MEDIA TO PREVENT DUST AND OTHERAIRBORNE CONTAMINANTS FROM PASSING TO ADJOINING SPACES.

E. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE CONSTRUCTION SITE ANDKEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF CONSTRUCTION, EVEN IF AFTERNORMAL BUSINESS HOURS.

F. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES FROM DUST,PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE INSTALLED ALWAYS MAINTAINFIRE EXITS AND EXITWAYS.

17. PIPING

A. GENERAL:PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THECOMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS.

B. PIPING APPLICATIONS FOR REFRIGERANT R-410A:SUCTION LINES NPS 1-1/2 AND SMALLER FOR CONVENTIONAL AIR-CONDITIONING APPLICATIONS: COPPER,TYPE ACR, DRAWN-TEMPER TUBING AND WROUGHT-COPPER FITTINGS WITH SOLDERED JOINTS.

C. HOT-GAS AND LIQUID LINES:COPPER, TYPE ACR, DRAWN-TEMPER TUBING AND WROUGHT-COPPER FITTINGS WITH 95-5 TIN-ANTIMONYSOLDERED JOINTS.

D. CONDENSATE PIPING:SCHEDULE 40 PVC. PLASTIC PIPE AND FITTINGS AND SOLVENT-WELDED JOINTS.

E. STEEL PIPING AND FITTINGS :PIPE: ASTM A53-F (CONTINUOUS WELD-CW), GRADE B; SCHEDULE 40 WEIGHT; BLACK; ENDS CHAMFERED FORWELDING OR GROOVED FOR GROOVED MECHANICAL CONNECTIONSFITTINGS: SAME PRESSURE CLASS AS ADJOINING PIPE. BLACK.

F. COPPER PIPE AND SOLDER FITTINGS:PIPE: HARD TEMPER, ASTM B88; TYPE L. PLANS SHOW COPPER PIPE SIZES.

18. EQUIPMENT AND SYSTEMS

A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS OF EACH APPLICABLE SECTIONOF THESE SPECIFICATIONS, AND LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION.

B. ACCURATELY ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. INSTALL PIPINGWITHOUT SPRINGING OR FORCING (EXCEPT WHERE SPECIFICALLY CALLED FOR), MAKING PROPERALLOWANCE FOR EXPANSION AND ANCHORING. ARRANGE PIPING AT EQUIPMENT WITH NECESSARYOFFSETS, UNIONS, FLANGES, VALVES, TO ALLOW FOR EASY PART REMOVAL AND MAINTENANCE.

C. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED TO COORDINATE WITH OTHER WORK.

D. PROVIDE ADEQUATE MEANS OF DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS.

E. CONCEAL PIPING UNLESS OTHERWISE CALLED FOR.

F. MATERIALS WITHIN A SYSTEM AND BETWEEN SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOTPOSSIBLE, INSTALL DIELECTRIC FITTINGS.

G. PROVIDE TRAP SEAL OF ADEQUATE DEPTH ON DRAIN PANS

19. PIPE LINE SIZING

A. PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZE CHANGES MADE ONLY AS REVIEWED BYOWNER'S REPRESENTATIVE. WHERE DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BEPROVIDED.

20. THERMAL INSULATION:

A. PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENTTHICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON SUPPLY ANDRETURN PIPING, FITTINGS AND VALVES. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREADOF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50.

a. CONDENSATE AND DRAINS SHALL BE 11/2" INSULATION.

21. VALVES

A. MANUFACTURERS:CHECK VALVES: HAMMOND, KENNEDY, MILWAUKEE, MUELLER, NIBCO, POWELL, OR APPROVED EQUAL.BALL VALVES: GEORGE FISHER (GF), HAMMOND, HAYWOOD, JAMESBURY, MARPAC, MILWAUKEE, NIBCO,POWELL, WATTS, OR APPROVED EQUAL.

B. COPPER-ALLOY BALL VALVESTWO-PIECE, COPPER-ALLOY BALL VALVES: BRASS OR BRONZE BODY WITH FULL-PORT, CHROME-PLATEDBRONZE BALL; PTFE SEATS; AND 400-PSIG MINIMUM CWP RATING AND BLOWOUT-PROOF STEM

22. HANGERS

A. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITHRETAINING CLIPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK.

B. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING ORDUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING AND/OR BRIDGING, BUT SHALLBE SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALLCLEAR ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE IN WORK ANDSTORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THECONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERETHEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHEREQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATIONMETHODS ARE SUBJECT TO OWNER CRITERIA.

C. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OFINSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THEPIPE INSULATION.

D. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED FROM ONEANOTHER.

E. ADJUSTABLE, STEEL CLEVIS HANGERS (MSS TYPE 1): FOR SUSPENSION OF NONINSULATED ORINSULATED STATIONARY PIPES, INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES

23. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED:

A. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE ENGINEER . DEVIATIONS FROMDESIGN MUST BE APPROVED BY ENGINEER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARETO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND SPIRAL DUCT UNLESSINDICATED OTHERWISE.

B. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMACNA LOW VELOCITYAND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL", LATEST EDITION AND ASHRAE USING PRIMESHEETS OF GALVANIZED STEEL. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FORMETAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES ANDINTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES ON MAXIMUM 3"CENTERS. PROVIDE SEAL CLASS "C" ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENTLOCAL CODES. ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES.

C. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED IS TO BECOMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT ABRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THESYSTEM.

D. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH WATER GAUGEPRESSURE CLASSIFICATION MINIMUM (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE ORNEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLYSEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESSAS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS.

E. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT VIBRATIONS.

F. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED INSMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY ANDSEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES.

G. WHERE DUCTS PASS THROUGH ROOFS AND FIRE RATED PARTITIONS, PROVIDE AS MINIMUM 1-1/2 INCHBY 1-1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACEBETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED ASREQUIRED BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION FIRE / SMOKEDAMPERS AT EACH PENETRATION WHERE REQUIRED BY CODE.

H. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMCDUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS.

I. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS.

J. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTEDOTHERWISE.

K. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE DAMPERS, CONTROLSAND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANELLOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTIONMANAGER PRIOR TO INSTALLATION. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERSWITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS.

L. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICESHAVING AN INDICATING AND LOCKING DEVICE.

M. DUCT SEALANT:SEALANT FOR ALL APPLICATIONS TO BE TWO PART SYSTEM OF MASTIC AND EMBEDDED FABRIC, UL LISTED,NON-FLAMMABLE, WOVEN FIBER TAPE WITH GYPSUM COMPOUND. ADHESIVE OF MODIFIED ACRYLIC;SUITABLE FOR EXPOSURE TO WEATHER.

N. SUPPORTS:PROVIDE HOT-DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS. RODS, STRAPS, TRIM, AND ANGLES FORSUPPORT OF DUCTWORK.

O. DAMPERS:PROVIDE OPPOSED-BLADE, MULTI-LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS ANDAT POINTS ON LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROMLARGER DUCTS. PROVIDE DAMPER WITH ELEVATED STANDOFF SO ACTUATOR CLEARS DUCT INSULATION. UL LISTED FIRE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA ANDLOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FORSERVICING THE DAMPERS.

P. GRILLES, REGISTERS & DIFFUSERS:GRILLES, REGISTERS AND DIFFUSERS SHALL BE AS SCHEDULED. THE MECHANICAL CONTRACTOR SHALLPROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPEOF CEILING AND WALLS USED IN THIS PROJECT.

Q. THERMAL INSULATION:PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENTTHICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON EXHAUST, OUTSIDEAIR, SUPPLY AND RETURN AIR DUCTS. DUCTWORK LOCATED IN THE ATTIC SHALL HAVE DOUBLE THEREQUIRED INSULATION THICKNESS. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50.

24. FLEXIBLE CONNECTIONS:

A. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS,ROOFTOP UNITS, ETC.) AND DUCTS OR CASINGS.

B. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF FABRIC.PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OFVIBRATION.

C. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM.

D. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRERETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THECONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASSSTRAPS OR ALTERNATE APPROVED METHOD.

25. ACCESS DOORS

A. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FORADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDEACCESS TO CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION,TYPE, SIZE AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THEOWNER TOSUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES.

B. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITHFLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESSDOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISHSCHEDULES. PROVIDE ACCESS DOORS FOR ALL CONCEALED DAMPERS, FIRE DAMPERS, FANS AND ANYOTHER ITEM REQUIRING SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A RECESSEDDOOR WITH CONCRETE OR PLASTER FACING. NO ACCESS DOORS ARE REQUIRED IN 2' X 2' AND 2' X 4' LAY-INACOUSTIC TILE CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS TILES. FURNISH FACTORY MADEMETAL ACCESS DOORS, COMPLETELY FLUSH, "ALLAN HEAD" SCREWDRIVER OPERATED, WITH FRAMES ANDCAM-TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12" FOR HANDACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. FURNISH FIRE RATEDDOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS CONSTRUCTION.

26. FLEXIBLE AIR DUCT:

A. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF ANINNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVE SHALL BECONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUSLAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL. A 1-1/4" THICK LAYER OF INSULATING BLANKETOF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN OUTER MOISTUREBARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR BARRIER. THE FLEXIBLE DUCT SHALL BERATED FOR A MAXIMUM WORKING VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERSLABORATORIES UNDER THEIR UL-181 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WITH NFPASTANDARD - 90A. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M-KC OR APPROVED EQUIVALENT. FLEXIBLEDUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO CEILING DIFFUSERS ONLY. THERE SHALL BE NOEXPOSED FLEXIBLE DUCT.

B. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE ENGINEER .

C. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE LOCATION.

27. SUPPLY AND RETURN AIR TAKEOFF FITTINGS:

A. RECTANGULAR DUCTPROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES.

B. SPIRAL DUCTPROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THEBRANCH SHALL NOT EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAINARE NOT ALLOWED.

28. DAMPERS:

A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS INEACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING.

B. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH SHEETROCK CEILINGS,YOUNG REGULATORS SHALL BE USED.

C. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE.ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCTDAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE.

D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS.

29. DUCTWORK INSULATION :

H. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL BE ACOUSTICALLYLINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE1-1/2" THICK DUCT LINER EQUIVALENT TO JOHNS MANVILLE "PERMACOTE LINACOUSTIC" ("R VALUE" = 6.3)AND SHALL BE APPLIED TO THE DUCTWORK WITH FIRE RESISTIVE ADHESIVES AND CADMIUM OR COPPERPLATED MECHANICAL FASTENERS.

I. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE ACOUSTICALLYLINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION WITH FSK FACING EQUIVALENT TO JOHNSMANVILLE "MICROLITE XG TYPE 75" (INSTALLED "R VALUE" = 5.6).

J. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING INSULATION FOR 6"MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT MASTIC SO THAT NOFIBERGLASS INSULATION IS VISIBLE.

K. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED, DISTURBED OR REMOVEDSHALL BE REPLACED.

L. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS ANDIN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A.

M. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKEDEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411 OR ASREQUIRED BY LOCAL CODES.

N. EXTERIOR SUPPLY AND RETURN DUCT INSULATION

O. SERVICE: RECTANGULAR, SUPPLY-AIR AND RETURN-AIR DUCTS.MATERIAL: CLOSED-CELL PHENOLIC FOAM.THICKNESS: 2 INCHES.NUMBER OF LAYERS: TWO.VAPOR RETARDER REQUIRED: YES.

P. CLOSED-CELL PHENOLIC-FOAM INSULATION: BLOCK INSULATION OF RIGID, EXPANDED, CLOSED-CELLSTRUCTURE. COMPLY WITH ASTM C 1126, TYPE II, GRADE 1. 1. KOOLTHERM INSULATION PRODUCTS, LTD.OR APPROVED EQUIVALENT.

Q. INSULATION INSTALLED OUTDOORS:FLAME-SPREAD RATING OF 75 OR LESS AND SMOKE-DEVELOPED RATING OF 150 OR LESS.

R. APPLY INSULATION AS FOLLOWS:APPLY TWO-LAYER INSULATION WITH JOINTS TIGHTLY BUTTED AND STAGGERED AT LEAST 3 INCHES.SECURE INNER LAYER WITH 0.062-INCH, SOFT-ANNEALED, STAINLESS-STEEL WIRE SPACED AT 12-INCH

INTERVALS.SECURE OUTER LAYER WITH STAINLESS-STEEL BANDS AT 12-INCH INTERVALS.

S. ON EXPOSED APPLICATIONS, FINISH INSULATION WITH A SKIM COAT OF MINERAL-FIBER,HYDRAULIC-SETTING CEMENT TO SURFACE OF INSTALLED INSULATION. WHEN DRY, APPLY FLOOD COAT OFLAGGING ADHESIVE AND PRESS ON ONE LAYER OF GLASS CLOTH OR TAPE. OVERLAP EDGES AT LEAST 1INCH (25 MM). APPLY FINISH COAT OF LAGGING ADHESIVE OVER GLASS CLOTH OR TAPE. THIN THE FINISHCOAT TO ACHIEVE SMOOTH FINISH.

OUTDOOR JACKET: POLYGUARD PRODUCTS, INC. 'ALUMAGUARD 60' OR MFM BUILDING PRODUCTS CORP.'FLEXCLAD 400".

30. SYSTEM CLEANOUT :

A. UPON COMPLETION OF INSTALLATION, CLEAN ENTIRE SYSTEM BEFORE INSTALLING AIR OUTLETS.CONTRACTOR TO PROVIDE A CERTIFICATION THAT CLEANING WAS ACCOMPLISHED PRIOR TO PROJECTCLOSEOUT.

B. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED.

31. SYSTEM TESTING, ADJUSTING AND BALANCING:

A. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN INDEPENDENTCONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED AIR BALANCING COUNCIL (AABC) ORNATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE REVIEWEDOR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOSTRECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THEHVAC CONTRACTOR.

B. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCING. THECOMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION.

C. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT OF THAT INDICATED ONTHE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR THE ADDITION OF DAMPERSREQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NOADDITIONAL COST TO THE OWNER.

D. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION:

1) AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR.

2) INSTRUMENTATION LIST WITH LAST CALIBRATION DATES.

3) MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED.

4) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBEDUCT TRAVERSE AT THE UNITS.

5) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG.

6) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS.

7) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING.

8) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT.

9) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED).

10) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS.

E. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN THE REPORT

F. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTORTO THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW AND COMMENT.

G. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONSREQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALLRECHECK ANY ITEMS THAT THE OWNER DEEMS NECESSARY AT NO ADDITIONAL COST TO THE OWNER .

H. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL

32. CONTROLS & OPERATION:

A. CONTROL WIRING:THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT NECESSARY FOR THECOMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM. RESPONSIBILITY OF LICENSEE TOESTABLISH PERFORMANCE REQUIREMENTS AND VERIFY ADEQAUCY OF EXISTING EQUIPMENT.

B. TESTING, ADJUSTING, BALANCING:MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABC CERTIFIED AIR BALANCE CONTRACTORSHALL ACCURATELY BALANCE THE AIR SYSTEMS TO PROVIDE AIR QUALITIES INDICATED ON THE DRAWINGSAND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURINGBALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDEA COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACTPAYMENT.

33. GAS-FIRED FURNACE UNITS

A. GENERAL REQUIREMENTS:GAS-FIRED FURNACE UNITS TO SUIT INTENDED USE AND LOCATION AS CALLED FOR. CAPACITY, SIZE ANDARRANGEMENT, STATIC PRESSURE, BRAKE HORSEPOWER, COMPONENT PARTS AND ACCESSORIES ASCALLED FOR AND AS NECESSARY TO OBTAIN REQUIRED RESULTS AND ALLOW FOR PROPERMAINTENANCE. RATINGS BASED ON STANDARD TEST CODE FOR CENTRIFUGAL FANS, ADOPTED JOINTLYBY AMCA AND ASHRAE. EACH SIZE FAN TO BE SUPPLIED SHALL BE TESTED IN THE MANUFACTURER'SLABORATORY UNDER SIMULATED INSTALLATION CONDITIONS. RATINGS BASED ON TEST, NOT ONINTERPOLATED OR EXTRAPOLATED CALCULATION. GUARANTEED FULL CAPACITY DELIVERY THROUGHDUCT SYSTEMS FINALLY INSTALLED AND UNDER CONDITIONS LISTED. GUARANTEED SOUND POWERLEVEL RATINGS NOT EXCEEDING THOSE OF DESIGN EQUIPMENT OR AS SCHEDULED.

B. CABINET:FAN SECTION, MIXING BOX, AIR OUTLET, AND A-COIL SECTIONS. GAUGESOF METAL AND CONSTRUCTION TO BE HEAVY ENOUGH TO PREVENT VIBRATION, UNDUE NOISE ORBREATHING. ALL PARTS GALVANIZED, DOUBLE WALL INSULATED APPARATUS CASING FOR ALL UNITSECTIONS. MINIMUM 2" FIBERGLASS INSULATION.

C. DX COOLING COIL SECTION (A-COIL; MOUNTED TO OUTLET OF FURNACE):DRIP PAN WITH CORROSION-RESISTANT MASTIC COATING WITH DRAIN CONNECTIONS ON BOTH SIDES.DIRECT EXPANSION TYPE, ARI RATED. COILS DESIGNED AND TESTED IN ACCORDANCE WITH ANSI B9.1.SEAMLESS COPPER TUBING AND ALUMINUM FINS. FINS OF RIPPLE DESIGN WITHOUT A HOOKEDTRAILING EDGE. THERMAL EXPANSION VALVE PROPER FOR REFRIGERANT USED.

D. INLET AND FIELD FABRICATED FILTER SECTIONS:WITH 2 IN. PLEATED TYPE, 30% EFFICIENCY, FILTERS, FACE VELOCITY SHALL NOT EXCEED 300 FPM.ACCESS DOORS FOR REPLACING OF FILTERS AND ACCESS TO DAMPERS. ANGLED FILTERS.MODEL NO. BAYFLTR204.

F. INSTALLATION:PROVIDE EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND COMPATIBLEWITH INTENT OF THE RESPECTIVE SYSTEM PERFORMANCE REQUIREMENTS. PROVIDE VIBRATIONISOLATORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND AS CALLED FOR.PROVIDE NECESSARY STEEL SUPPORTING FRAMEWORK FOR EQUIPMENT REQUIRING SAME. BRACEDAGAINST SWAYING. CHANGE PULLEY SIZES AS MANY TIMES AS NECESSARY, AS PART OF CONTRACT, TOMAKE SYSTEMS DELIVER SPECIFIED QUANTITIES OF AIR. PIPE COIL CONDENSATE DRAINS TO NEARESTFLOOR DRAIN OR AS SHOWN. EQUIP WITH "P" TRAP OF PROPER DEPTH.

C. CHECK VALVES:2-1/2 IN. AND LARGER: IBBT, RENEWABLE SEAT AND DISC, BOLTED FLANGE CAP, FLANGED ENDS, 125SWP,2 IN. AND SMALLER: BRONZE, SWING CHECK, 125SWP. SCREWED ENDS, POWELL %578. SOLDER ENDS,SILENT CHECK VALVES: GLOBE TYPE, SEMI-STEEL BODY WITH BRONZE TRIM AND STAINLESS STEEL SPRING,125LB. ASA,

D. VALVES FOR GAUGES AND INSTRUMENTS:1/4 IN. SIZE: BRASS BAR STOCK FOR 100PSI AND 3000F

F. BRONZE GLOBE VALVES:TYPE 2, CLASS 125, BRONZE GLOBE VALVES: BRONZE BODY WITH PTFE OR TFE DISC.

G. HOSE THREAD DRAIN VALVES:BALL VALVE WITH BRASS CAP AND CHAIN ON HOSE END.

E. THERMOSTAT:PROVIDED BY EQUIPMENT MANUFACTURER.

34. AIR COOLED CONDENSING UNITS

A. GENERAL REQUIREMENTS:FURNISH COMPLETE INSTALLATION DRAWINGS, TEMPLATES, WIRING DIAGRAMS, ANDINSTRUCTION MANUALS FOR THE EQUIPMENT. MANUFACTURER'S INSTALLATIONINSTRUCTIONS AND START-UP AND SERVICE INSTRUCTION AND CATALOG FOR WIRINGAND PIPING SHALL BECOME PART OF THE CONTRACT DOCUMENTS. PROVIDE ARRANGEMENTOF PIPING, THERMOSTATS, FLOW SWITCHES, GAUGES, THERMOMETERS AND INSERTION WELLSREQUIRED. PROVIDE PIPING, VALVES, AND ACCESSORIES TO CONNECT THE CONDENSING UNITSTO THEIR RESPECTIVE UNITS, INCLUDING MISCELLANEOUS DEVICES TO MAKE A COMPLETEAND OPERABLE REFRIGERATION SYSTEM.

PROVIDE CONTROL WIRING INTERLOCKS, DISCONNECTS, AT UNITS, INTERLOCKS TO FURNACE UNITS.

PROVIDE COMPLETE INSTALLATION, TESTING, WIRING, START-UP, AND INSTRUCTIONS TOOWNER'S REPRESENTATIVES.

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-602

F89.071.001

SPECIFICATIONS

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: NOT TO SCALEA1 SPECIFICATIONS (1 OF 2)

36. SEQUENCE OF OPERATIONS:A. FURNACE UNIT/CONDENSING UNIT

A1. 7 DAY PROGRAMMABLE THERMOSTAT SHALL CONTROL OCCUPIED/UNOCCUPIEDTIME PERIOD, HEATING AND COOLING, DURING OCCUPPIED PERIOD (6AM-6PM M-F).THE FAN SHALL RUN CONTINOUSLY DURING THE UNOCCPIED PERIOD. THE FAN SHALLCYCLE TO MAINTAIN SPACE TEMPERATURE DURING THE OCCUPIED PERIOD. DURINGTHE OCCUPIED PERIOD THE OUTDOOR AUTOMATIC AIR DAMPER SHALL BE OPEN ANDDURING THE UNOCCPIED PERIOD THE AUTOMATIC AIR DAMPER SHOULD BE CLOSED.WHEN THE SPACE TEMPERATURE IS BELOW THE SETPOINT (75 DEG.F ADJ.) THE GASHEATING SECTION OF THE UNIT SHALL BE ENERGIZED. WHEN THE SPACE TEMPERATUREIS ABOVE SETPOINT (78DEG. F. ADJ.) THE COOLING CONDENSING UNIT SHOULD BE ENERGIZED.

37. BUILDING CONTROLS:A. SUBMITTALS

PRODUCT DATA: INCLUDE MANUFACTURER'S TECHNICAL LITERATURE FOR EACH CONTROL DEVICE.INDICATE DIMENSIONS, CAPACITIES, PERFORMANCE CHARACTERISTICS, ELECTRICALCHARACTERISTICS, FINISHES FOR MATERIALS, AND INSTALLATION AND STARTUP INSTRUCTIONS FOREACH TYPE OF PRODUCT INDICATED.

D. CONTROLLED SYSTEMS: INSTRUMENTATION LIST WITH ELEMENT NAME, TYPE OF DEVICE,MANUFACTURER, MODEL NUMBER, AND PRODUCT DATA. INCLUDE WRITTEN DESCRIPTION OFSEQUENCE OF OPERATION INCLUDING SCHEMATIC DIAGRAM.

E. SHOP DRAWINGS: DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS,REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OFEACH FIELD CONNECTION. BILL OF MATERIALS OF EQUIPMENT INDICATING QUANTITY,MANUFACTURER, AND MODEL NUMBER. SCHEMATIC FLOW DIAGRAMS SHOWING FANS, PUMPS, COILS,DAMPERS, VALVES, AND CONTROL DEVICES.

F. WIRING DIAGRAMS: POWER, SIGNAL, AND CONTROL WIRING. DETAILS OF CONTROL PANEL FACES,INCLUDING CONTROLS, INSTRUMENTS, AND LABELING. WRITTEN DESCRIPTION OF SEQUENCE OFOPERATION. SCHEDULE OF DAMPERS INCLUDING SIZE, LEAKAGE, AND FLOW CHARACTERISTICS.SCHEDULE OF VALVES INCLUDING FLOW CHARACTERISTICS.

38. ELECTRICAL WIRING AND CONNECTION INSTALLATIONA. PROVIDE ALL CONTROL WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER

OPERATING TEMPERATURE CONTROL SYSTEM.

B. INSTALL EXPOSED CABLE IN RACEWAY OR BRIDAL RING'S INSTALL CONCEALED CABLE IN RACEWAY. BUNDLE ANDHARNESS MULTICONDUCTOR INSTRUMENT CABLE IN PLACE OF SINGLE CABLES WHERE SEVERALCABLES FOLLOW A COMMON PATH.

C. FASTEN FLEXIBLE CONDUCTORS, BRIDGING CABINETS AND DOORS, ALONG HINGE SIDE; PROTECTAGAINST ABRASION. TIE AND SUPPORT CONDUCTORS.

D. NUMBER-CODE OR COLOR-CODE CONDUCTORS FOR FUTURE IDENTIFICATION AND SERVICE OFCONTROL SYSTEM, EXCEPT LOCAL INDIVIDUAL ROOM CONTROL CABLES.

E. INSTALL WIRE AND CABLE WITH SUFFICIENT SLACK AND FLEXIBLE CONNECTIONS TO ALLOW FORVIBRATION OF PIPING AND EQUIPMENT.

39. FIELD QUALITY CONTROLA. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, START UNITS TO

CONFIRM PROPER UNIT OPERATION. REMOVE AND REPLACE MALFUNCTIONING UNITS AND RETEST.B. TEST AND ADJUST CONTROLS AND SAFETIES.C. TEST CALIBRATION OF ELECTRONIC CONTROLLERS BY DISCONNECTING INPUT SENSORS AND

STIMULATING OPERATION WITH COMPATIBLE SIGNAL GENERATOR.D. TEST EACH POINT THROUGH ITS FULL OPERATING RANGE TO VERIFY THAT SAFETY AND

OPERATING CONTROL SET POINTS ARE AS REQUIRED.E. TEST EACH SYSTEM FOR COMPLIANCE WITH THE SEQUENCE OF OPERATIONS.

F. VERIFY THAT POWER SUPPLY IS FROM UNSWITCHED POWER SOURCE.G. VERIFY THAT WIRES AT CONTROL PANELS ARE TAGGED WITH THEIR SERVICE DESIGNATION AND

APPROVED TAGGING SYSTEM.

40. ADJUSTING:A. CALIBRATING AND ADJUSTING:

CALIBRATE INSTRUMENTS.CALIBRATE EQUIPMENT AND PROCEDURES USING MANUFACTURER'S WRITTEN RECOMMENDATIONSAND INSTRUCTION MANUALS. USE TEST EQUIPMENT WITH ACCURACY AT LEAST DOUBLE THAT OFINSTRUMENT BEING CALIBRATED.STROKE AND ADJUST CONTROL VALVES AND DAMPERS WITHOUT POSITIONERS, FOLLOWING THEMANUFACTURER'S RECOMMENDED PROCEDURE, SO THAT VALVE OR DAMPER IS 100 PERCENT OPENAND CLOSED.STROKE AND ADJUST CONTROL VALVES AND DAMPERS WITH POSITIONERS, FOLLOWINGMANUFACTURER'S RECOMMENDED PROCEDURE, SO THAT VALVE AND DAMPER IS 0, 50, AND 100PERCENT CLOSED.PROVIDE DIAGNOSTIC AND TEST INSTRUMENTS FOR CALIBRATION AND ADJUSTMENT OF SYSTEM.PROVIDE WRITTEN DESCRIPTION OF PROCEDURES AND EQUIPMENT FOR CALIBRATING EACH TYPEOF INSTRUMENT.SUBMIT PROCEDURES REVIEW AND APPROVAL BEFORE INITIATING STARTUP PROCEDURES.ADJUST INITIAL TEMPERATURE SET POINTS.OCCUPANCY ADJUSTMENTS: WHEN REQUESTED WITHIN 12 MONTHS OF DATE OF SUBSTANTIALCOMPLETION, PROVIDE ON-SITE ASSISTANCE IN ADJUSTING SYSTEM TO SUIT ACTUAL OCCUPIEDCONDITIONS.PROVIDE UP TO THREE VISITS TO PROJECT DURING OTHER THAN NORMAL OCCUPANCY HOURS FORTHIS PURPOSE.REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT AND REPEAT TESTING PROCEDURES.

41. THERMOSTATS:WALL MOUNTED, INSULATED BASE WHEN INSTALL ON EXTERIOR WALL. SET POINT ADJUSTMENT,SET POINT INDICATION & THERMOMETER LCD DISPLAY ON FRONT CORNER. LOCKING COVER FORSENSOR INSTALLED IN PUBLIC AREAS. THERMOSTATS BY SAME MANUFACTURER ASCONTROL SYSTEM.

H. REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT ANDREPEAT TESTING PROCEDURES.

35. FANS

A. GENERAL REQUIREMENTS:CAPACITY, SIZE AND ARRANGEMENT, STATIC PRESSURE, BRAKE HORSEPOWER, COMPONENT PARTSAND ACCESSORIES AS CALLED FOR AND/OR AS NECESSARY TO OBTAIN REQUIRED RESULTS AND ALLOWFOR PROPER MAINTENANCE. RATINGS BASED ON TESTS MADE IN ACCORDANCE WITH AMCA STANDARD211. EACH SIZE FAN TO BE SUPPLIED SHALL BE TESTED IN THE MANUFACTURER'S LABORATORY UNDERSIMULATED INSTALLATION CONDITIONS. RATINGS BASED ON TEST, NOT ON INTERPOLATED OREXTRAPOLATED CALCULATION. GUARANTEED FULL CAPACITY DELIVERY THROUGH DUCT SYSTEMSFINALLY INSTALLED AND UNDER CONDITIONS LISTED. GUARANTEED SOUND-POWER LEVEL RATINGSNOT EXCEEDING THOSE OF DESIGN EQUIPMENT, OR AS SCHEDULED. EQUIPMENT STATICALLY ANDDYNAMICALLY BALANCED TO ACCEPTABLE TOLERANCES WITH WEIGHTS PERMANENTLY FASTENED.

B. AIR COOLED CONDENSING UNIT DESCRIPTION:

FACTORY ASSEMBLED AIR-COOLED CONDENSING UNITS. UNITS SELECTED FOR OPERATION INCONJUCTION WITH RESPECTIVE FURNACE UNIT. CONDENSING UNIT WITH INTERNALLYISOLATED SCROLL COMPRESSOR PROVIDED WITH OVERLOAD AND INHERENT WINDINGTHERMOSTAT PROTECTION, AND CRANK CASE HEATERS.

CONDENSER COILS OF ALUMINUM FINS MECHANICALLY BONDED TO SEAMLESS COPPERTUBING, PRESSURE TESTED FOR 425PSI WORKING PRESSURE.

REFRIGERATION CIRCUITS WITH SUB-COOLING COILS, SERVICE VALVES, GAUGE PORTS ANDDRYERS.

HIGH AND LOW PRESSURE CUT-OUTS INCORPORATING AUTOMATIC RESET, PRESSUREOPERATED UNLOADER, REMOTE CONTROL TRANSFORMER, POSITIVE ACTING TIMER TOPREVENT SHORT CYCLING OF COMPRESSOR , GAUGE PANEL AND HOT GAS BYPASS PACKAGE.

OPERATING CONTROLS FOR THE UNITS SHALL BE INTERGRATED WITH THE TEMPERATURECONTROL SYSTEM.

DIRECT DRIVEN PROPELLER FANS, VERTICAL DISCHARGE WITH FAN GUARDS.

UNIT CASING IS CONSTRUCTED OF HEAVY GAUGE, GALVANIZED STEEL AND PAINTED WITH AWEATHER RESISTANT POWDER PAINT ON ALL GRILLES, PANELS, PRE-PAINT ON ALL OTHERPANELS. UNIT SHALL ALSO HAVE HAD 500-HR SALT SPRAY TEST.

B. REFRIGERATION ACCESSORIES:

FILTER DRYERSLIQUID LINES DRYER AHEAD OF SOLENOID VALVES IN EACH SYSTEM. REPLACEABLECARTRIDGE TYPE.

SIGHT GLASSIN EACH LIQUID LINE CLOSE TO EVAPORATOR, AFTER FILTER DRYER WITH MOISTUREINDICATOR.

THERMAL EXPANSION VALVEIN EACH LIQUID LINE AT THE EVAPORATOR COIL.

SOLENOID VALVEIN EACH LIQUID LINE AT THE EVAPORATOR COIL AHEAD OF THE EXPANSION VALVE.

SHUT-OFF VALVESTO ISOLATE EQUIPMENT COMPONENTS, PACKLESS TYPE.

CHARGING VALVELOCATE AND INSTALL AT A POINT TO FACILITATE CHARGING OF THE SYSTEM.

REFRIGERANT CONTROLSREFRIGERATION SYSTEM CONTROLS INCLUDE CONDENSER FAN, COMPRESSOR CONTACTOR.

SCROLL COMPRESSORFEATURES INCLUDE LOW VIBRATION AND NOISE.

CONDENSER COILTHE OUTDOOR COIL PROVIDES LOW AIRFLOW RESISTANCE AND EFFICIENT HEAT TRANSFER.THE COIL IS PROTECTED ON ALL FOUR SIDES BY GRILLE PANELS.

THERMOSTATS (OPTIONAL)WHEN CHOOSING A THERMOSTAT, CHOOSE A NON-PROGRAMMABLE ELECTRIC THERMOSTATSERIES. PLEASE REFER TO ELECTRICAL MANUAL WIRING SCHEMATIC.

LIQUID LINE DRYER (OPTIONAL)IT IS USED TO FILTER OUT IMPURITIES AND WATER IN THE SYSTEM. ENSURES SYSTEM CLEANAND DRY.

Copyright c


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

A.J. MILNE

A.J. MILNE

J.D. NADZAN, P.E.

M-603

F89.071.001

SPECIFICATIONS

NOVE

LIS

CORP

ORA

TIO

NCA

SH II

I BUI

LDIN

G B

ATHR

OO

M A

ND B

REAK

ROO

M F

ACIL

ITY

OSW

EGO

, NEW

YO

RK

SCALE: NOT TO SCALEA1 SPECIFICATIONS (2 OF 2)

AC ABOVE COUNTER

ACCU AIR COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AU AT UNIT

BFG BELOW FINISHED GRADE

CDP CLOCK DISTRIBUTION PANEL

CH CHILLER

CLL CONTRACT LIMIT LINE

CT CURRENT TRANSFORMER

CTB CLOCK TERMINAL BOX

DP DISTRIBUTION PANEL

DPM DISTRIBUTION PANEL MAIN

EF EXHAUST FAN

EMT ELECTRIC METALLIC TUBING

EP EXPLOSION PROOF

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FC FAN COIL

FD/SD FIRE DAMPER/SMOKE DAMPER

GF GROUND FAULT INTERRUPTER TYPE

GND GROUND

JB JUNCTION BOX

KA KILO AMP

KV KILO VOLT

KVA KILO VOLT AMP

KWHD KILOWATT WATT-HOUR DEMAND METER

LP LIGHTING PANEL

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NO NORMALLY OPEN

PB PULL BOX

PF POWER FEEDER

PT POTENTIAL TRANSFORMER

PUV PANEL-UNIT VENTILATOR

REM REMARKS

RGS RIGID GALVANIZED STEEL CONDUIT

UV UNIT VENTILATOR

VFD VARIABLE FREQUENCY DRIVE

WP WATER PROOF

1. ALL ELECTRICAL WORK SHALL CONFORM TO ALL STATE, LOCAL, AND NATIONAL

ELECTRICAL CODES.

2. ELECTRICAL CHARACTERISTICS SHALL BE VERIFIED WITH EQUIPMENT MANUFACTURER.

3. ITEMS OF SPECIFIC MANUFACTURERS SHALL BE INSTALLED IN STRICT ACCORDANCE

WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND/OR MANUFACTURER'S

REPRESENTATIVE'S DIRECTIONS.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DIMENSIONS SHOWN ON

DRAWINGS.

5. ALL CONDUIT AND WIRING SCHEDULES SHALL BE VERIFIED BEFORE INSTALLATION.

6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL

EQUIPMENT WITH OTHER CONTRACTORS.

7. ALL AREAS DISTURBED BY WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR

BETTER THAN ORIGINAL AS DETERMINED BY THE ENGINEER.

8. THE CONTRACTOR SHALL PROVIDE RACEWAYS, WIRING, AND CONNECTIONS FOR ALL

CONTROL CIRCUITS AND INTERLOCK.

9. ALL ELECTRICAL CONDUIT AND CONDUCTORS DISCONNECTED AND NOT TO BE REUSED

SHALL BE REMOVED.

10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE STARTING

WORK. IF ONLY A PORTION OF AN EXISTING CIRCUIT IS BEING REMOVED FOR

DEMOLITION, CONTINUITY SHALL BE MAINTAINED TO THE REST OF THE REMAINING

CIRCUIT.

11. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE #12AWG UNLESS OTHERWISE SHOWN.

12. ALL BRANCH CIRCUITS SHALL CONSIST OF 2 CONDUCTORS PLUS GROUND, UNLESS

OTHERWISE SHOWN.

OS

A

CEILING MOUNTED OCCUPANCY SENSOR

FUSED DISCONNECT SWITCH

J

A

XXX

T

GFI

S

OSS

OSDS

3S

S D

MS

OS2S

EXIT LUMINAIRE, SHADED AREA DENOTES FACE, LETTER DENOTES TYPEOR OR

DUPLEX RECEPTACLE, MOUNT 18" AFF UNLESS OTHERWISE NOTED

QUAD RECEPTACLE, MOUNT 18" AFF UNLESS OTHERWISE NOTED

GROUND FAULT CIRCUIT INTERRUPTER TYPE, MOUNT 48" AFF UNLESSOTHERWISE NOTED

SINGLE POLE TOGGLE SWITCH

WALL MOUNTED OCCUPANCY SENSOR

WALL MOUNTED OCCUPANCY SENSOR WITH DUAL RELAYS

WALL MOUNTED OCCUPANCY SENSOR WITH DIMMING

THREE-WAY TOGGLE SWITCH

DIMMER SWITCH

MANUAL MOTOR STARTER, TOGGLE SWITCH

THERMOSTAT

DISCONNECT SWITCH (TICKS INDICATE NUMBER OF POLES)

CIRCUIT BREAKER (TICKS INDICATE NUMBER OF POLES)

CONTACTS (NORMALLY OPEN)

CONTACTS (NORMALLY CLOSED)

FUSE

GROUND

COMMUNICATIONS OUTLET, 2 DATA & 1 PHONE, MOUNT 18"AFF UNLESS OTHERWISE NOTED.

JUNCTION BOX ("D" DENOTES DATA)

CONNECTION POINT OR CABLE SPLICE

TRANSFORMER

ELECTRICAL MOTOR (SEE MECHANICAL POWER OUTLET SCHEDULE)

COMBINATION MOTOR STARTER/CIRCUIT BREAKER DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

NON FUSED DISCONNECT SWITCH

BRANCH CIRCUIT HOME RUN WITH CIRCUIT NUMBER SEE PANELSCHEDULES FOR DETAILS

2'X4' LED LUMINAIRE, LETTER DENOTES TYPE, SEE LUMINAIRE SCHEDULE

2'X2' LED LUMINAIRE, LETTER DENOTES TYPE, SEE LUMINAIRE SCHEDULE

EMERGENCY LIGHT WITH BATTERY PACK

CTR COUNTERTOP RECEPTACLE

OR

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

S.L. CHESTER

S.L. CHETSTER

S. SHOVA

E−001

F89.071.001

ELECTRICAL SYMBOLS,ABBREVIATIONS AND

GENERAL NOTES

NO

VE

LIS

CO

RP

OR

ATI

ON

CA

SH

III B

UIL

DIN

G B

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

CIL

ITY

OS

WE

GO

, NE

W Y

OR

K

SCALE: NOT TO SCALED5 ELECTRICAL ABBREVIATIONSSCALE: NOT TO SCALED4 ELECTRICAL GENERAL NOTES

SCALE: NOT TO SCALEC3 ELECTRICAL SYMBOLS

P

T

J

J

CTR

CTR

CTR

CTR

CTR

CTR

GFI

GFI

GFI

GFI

GFI

GFI

GFI

CONFERENCE/

BREAK ROOM

105 WOMEN'S

104

MEN'S

103

CORRIDOR

101

CORRIDOR

102

SHARED SPACE


MAINT. TECHS

106

AV

2.8

2.9

3.7

Hf He Hd Hc

LVP-1 - 2

LVP-1 - 4

LVP-1 - 6

LVP-1 - 8

LVP-1 - 10

EXISTING WELDINGRECEPTACLE TO

BE RELOCATED

RELOCATEDWELDING

RECEPTACLE

LVP-1

TR-1

LVP-1 - 12

1

2

3

LVP-1 - 23

LVP-1 - 21

LVP-1 - 25

WATER HEATER

EXHAUST FAN EF-1

.

MA3-PP

4

4

5

6

7

STORAGE

107

LVP-1 - 28

LVP-1 - 30

REFRIGERATORRECEPTACLE

LVP-1 - 29

STORAGE

108

NETWORK RACKSEE DETAL SHEET E-600

OPS ALS

OFFICE

202

CORRIDOR

201

SHIFT QE

OFFICE

203

OPEN OFFICE AREA

204

2.8

2.9

3.7

Hf He Hd Hc

LVP-1 - 16

LVP-1 - 14

LVP-1 - 18

LVP-1 - 20

LVP-1 - 22

D

LVP-1 - 24

7

7

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

S.L. CHESTER

S.L. CHETSTER

S.H. SHOVA

E−100

F89.071.001

FIRST AND SECOND FLOORPOWER PLAN

NO

VE

LIS

CO

RP

OR

ATI

ON

CA

SH

III B

UIL

DIN

G B

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

CIL

ITY

OS

WE

GO

, NE

W Y

OR

K

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR POWER

SCALE: 1/4" = 1'-0"C1 SECOND FLOOR POWER

4' 8'0 2'

PLANNORTH

4' 8'0 2'

PLANNORTH

MOUNTRECEPTACLE FORRANG HOOD 6'AFF

RANGE RECEPTACLE18" AFF

SHEET KEYNOTES − XSCALE: NOT TO SCALEE5

1 MOUNT PROJECTOR AT CEILING FOR OPTIMALVIEW ON THE PROJECTORSCREEN. PROVIDE ALL MOUNTING HARDWARE TO MOUNT THE PROJECTOR TOTHE BUILDING STRUCTURE.

2 PROVIDE FACEPLATE AND CABLING FOR PROJECTOR. PROVIDE CONDUIT ANDONE (1) HDMI CABLE TO THE PROJECTOR LOCATION.

3 ROOM EXHAUST FAN TO BE CONTROLED WITH LIGHTS VIA DULE RELAY SWITCH

4 CONTRACTOR SHALL COORDINATE LOCATION WITH OWNER

5 480 VOLT POWER PANEL LOCATED NORTH OF PROJECT SITE ON WEST WALLAPPROX. 150 FEET AWAY.

6 PROVIDE PROJECTOR EPSON POWERLITE W17 WXGA 3LCD

7 INSTALL 2 CAT6 CONDUCTORS BACK TO NETWORK CABINET

KEYED NOTES:

WATER HEATER

WATER HEATER

TYP.

TYP.

2.8

2.9

3.7

Hf He Hd Hc

CU-1

CU-2

FURNACE F-1

FURNACE F-2

LVP-1 - 11,13,15

LVP-1 - 5,7,9

LVP-1 - 17 LVP-1 - 19

LVP-1 - 26

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

S.L. CHESTER

S.L. CHETSTER

S.H. SHOVA

E−101

F89.071.001

THIRD FLOOR POWER PLAN("ROOF")

NO

VE

LIS

CO

RP

OR

ATI

ON

CA

SH

III B

UIL

DIN

G B

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

CIL

ITY

OS

WE

GO

, NE

W Y

OR

K

SCALE: 1/4" = 1'-0"A1 THIRD FLOOR POWER 4' 8'0 2'

PLANNORTH

so

so

so

so so

CONFERENCE/

BREAK ROOM

105

CORRIDOR

102

WOMEN'S

104

MEN'S

103

CORRIDOR

101

SHARED SPACE


MAINT. TECHS

106

2.8

2.9

3.7

Hf He Hd Hc

EXISTING EMERGENCYLIGHT TO BE RELOCATED

RELOCATEDEMERGENCY LIGHT



OS

LVP-1

TR-1

C

OS2OS

C

EX

EM

EX

EM

EX

EM

EM

EX

D

3

A A A

A A A

AAA

B

B B

B

B

B

AA

A A

A A

A A

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

LVP-1 - 1

2



OS

LVP-1 - 1

D

OPEN OFFICE AREA

204

CORRIDOR

201

OPS ALS

OFFICE

202

SHIFT QE

OFFICE

203

2.8

2.9

3.7

Hf He Hd Hc

LVP-1 - 3

LVP-1 - 3

LVP-1 - 3

LVP-1 - 3LVP-1 - 3

LVP-1 - 3

LVP-1 - 3

LVP-1 - 3

LVP-1 - 3

LVP-1 - 3

LVP-1 - 3

1

A A A

A

A

AAA

A A A A

A

A

A

A A A

AAA

B B B

EX

EM

EX

EX

LVP-1 - 3

LVP-1 - 3

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

S.L. CHESTER

S.L. CHETSTER

S. SHOVA

EL−100

F89.071.001

FIRST AND SECOND FLOORLIGHTING PLAN

NO

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LIS

CO

RP

OR

ATI

ON

CA

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III B

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DIN

G B

ATH

RO

OM

AN

D B

RE

AK

RO

OM

FA

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ITY

OS

WE

GO

, NE

W Y

OR

K

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR

SCALE: 1/4" = 1'-0"C1 SECOND FLOOR

1 INSTALL EMERGENCY LIGHT AT 7'-6" ABOVE INTERMEDIATE LANDING SO AS TOCOVER LIGHTING THE STAIRS.

2 ROOM EXHAUST FAN TO BE CONTROLED WITH LIGHTS VIA DULE RELAY SWITCH

SHEET KEYNOTES − XSCALE: NOT TO SCALEE5

KEYED NOTES:

FIXTUREDESCRIPTION

MANUFACTURER & MODEL NO.NUMBER AND TYPE

OF LAMPVOLTS DRIVER MOUNTING REMARKS

A

RECESSED 2'x4' LED TROFFER. WHITESTEEL FRAME AND REFLECTOR.SMOOTH FROSTED ACRYLIC CURVEDLENS METALUX ARCLINE SERIES PARTNUMBER: 24ALNG-LD4-45-UNV-L835-CD1

LED UNVLED 0-10VDIMMING

10% - 100%GRID

4500 LUMEN OUTPUT3500K COLOR

B

RECESSED 2'X2' LED TROFFER. WHITESTEEL FRAME AND REFLECTOR.SMOOTH FROSTED ACRYLIC CURVEDLENS METALUX ARCLINE SERIES PARTNUMBER: 22ALNG-LD4-35-UNV-L835-CD1

LED UNVLED 0-10VDIMMING

10% - 100%GRID

3500 LUMEN OUTPUT3500K COLOR

C

3' ROUND VANITY LED LIGHT. BRUSHEDNICKEL FINISH .ACRYLIC LENS. LITHONIA PART NUMBER:FMVTRL-36IN-MVOLT-30K-CRI90-BN

LED UNV LED WALL2009 LUMEN OUTPUT

3000K COLOR

D

LINEAR LED STRIP LIGHT. ALUMINUMEXTRUDED FRAME. BAKED WHITEENAMEL FINISH. ACRYLIC LENSES.METALUX PART NUMBER:4WSL-LD2-35-SPS-UNV-L835

LED UNV LED SUSPENDED3500 LUMEN OUTPUT

3500K COLOR

EM

EMERGENCY LIGHT THERMOPLASTICHOUSING . TWO HIGH PERFORMANCELED HEADS. SEALED LITHIUM BATTERY.SELF DIAGNOSTICS. LITHONIA QUANTUMSERIES PART NUMBER:ELMLT-W-LP03VS-LTP-SD

2 LED UNV LED WALL 7' - 6" AFF

EX

EXIT SIGN WHITE THERMOPLASTICHOUSING. 6" HIGH RED LETTERS.SEALED NICKEL CADMIUM BATTERYWITH SELF DIAGNOSTICS. LITHONIAQUANTUM SERIES PART NUMBER:LHQ-LED-R-HORO-SD

LED 120/277V LEDWALL, CEILING,

SUSPENDED

MASTER LUMINAIRE SCHEDULE

NOTES FOR LUMINAIRE SCHEDULE:

1. IN ADDITION TO ALL REQUIREMENTS OF THE LIGHTING SPECIFICATION, ALL LUMINAIRES SHALL INCLUDE

THE IES FILE PER THE RESPECTIVE LIGHTING SPECIFICATION IN THIS PROJECT.

2. IF THE SUBMITTED LUMINAIRES SUBSTITUTIONS THE ENGINEER MAY REQUEST THE CONTRACTOR TO

PROVIDE PHOTOMETRIC ANALYSIS USING AGI AS PART OF THE SUBMITTAL.

SWITCHDESCRIPTION

MANUFACTURER & MODEL NO. VOLTS MOUNTING REMARKS

WALL SWITCH WITH OCCUPANCYSENSOR PASSIVE INFRARED 0-10VDIMMER FOR LED LOADS.WATT STOPPER PW-311

120V WALLPROVIDE CONTROL LOW

VOLTAGE WIRING

WALL OCCUPANCY SENSOR PASSIVEINFRARED FOR LED LOADS.WATT STOPPER PW-101

120V WALL

WALL OCCUPANCY SENSOR PASSIVEINFRARED WITH T RELAYS TO CONTROLSEPERATE LOADS.WATT STOPPER PW-201

120V WALL2 RELAYS ONE FOR LIGHTS

OTHER FOR FAN

0-10V DIMMER SWITCH FOR LED WATT STOPPER RADIANT SERIESRH4FBL3P

120V WALLPROVIDE CONTROL LOW

VOLTAGE WIRING

ROOM OCCUPANCY SENSOR . PASSIVEINFRARED SENSOR. LED COMPATIBLEWATT STOPPER CI-355

120V CEILING

MASTER SWITCH SCHEDULE

S

S

S

S

OC

OSD

OS

D

OS2

AMPS

VOLTS

PHASE

WIRE

SPACES

AMPS

AMPS

MAIN BREAKER

LUGS

GND. BAR

SC RATING

INSTALLATION

LOCATION

PANEL FEEDER

NOTES:

ENCLOSURE

KAIC

DESCRIPTION WIRE CONCB.

AMPSCIR

#CIR

#CB.

AMPSCON WIRE DESCRIPTION

FIRST FLOOR LIGHTING 2#12,1#12G 3/4" 15A/1P 1 2 20A/1P 3/4" 2#12,1#12G SHARED SPACE ROOM 106 RECEPTACLES

SECOND FLOOR LIGHTING 2#12,1#12G 3/4" 15A/1P 3 4 20A/1P 3/4" 2#12,1#12G CORRIDOR 101 & 102 RECEPTACLES

CONDENSING UNIT #1 CU-1 3#10,1#10G 3/4" 30A/3P

5 6 20A/1P 3/4" 2#12,1#12G RESTROOMS AND STORAGE RM. GFI RECEPTACLES

7 8 20A/1P 3/4" 2#12,1#12G CONFERENCE/BREAK RM. 105 COUNTER GFI RECEPTACLES

9 10 20A/1P 3/4" 2#12,1#12G CONFERENCE/BREAK ROOM 105 RECEPTACLES CKT#1

CONDENSING UNIT #2 CU-2 3#10,1#10G 3/4" 30A/3P

11 12 20A/1P 3/4" 2#12,1#12G PROJECTOR, RANGE, & RANGE HOOD RECEPTACLES

13 14 20A/1P 3/4" 2#12,1#12G 2ND FLOOR CORRIDOR 201 RECEPTCALES

15 16 20A/1P 3/4" 2#12,1#12G POS ALS OFFICE 202 RECEPTACLES

FURNACE #1 2#12,1#12G 3/4" 20A/1P 17 18 20A/1P 3/4" 2#12,1#12G SHIFT OFFICE 203 RECEPTACLES

FURNACE #1 2#10,1#10G 3/4" 25A/1P 19 20 20A/1P 3/4" 2#12,1#12G OPEN OFFICE 204 NORTH AND EAST WALL RECEPTACLES

MEN'S ROOM WATER HEATER 2#8,1#8G 3/4" 35A/1P 21 22 20A/3P 3/4" 2#12,1#12G OPEN OFFICE 204 POWER POLE RECEPTACLES

WOMEN'S ROOM WATER HEATER 2#8,1#8G 3/4" 35A/1P 23 24 20A/3P 3/4" 2#12,1#12G OPEN OFFICE 204 NORTH AND WEST WALL RECEPTACLES

CONFERENCE/BREAK RM WATER HEATER 2#8,1#8G 3/4" 35A/1P 25 26 20A/3P 3/4" 2#12,1#12G THIRD FLOOR RECEPTACLES

LIFT STATION * 2#10,1#10G 3/4" 30A/1P 27 28 20A/3P CONFERENCE/BREAK ROOM 105 RECEPTACLES CKT#2

STORAGE ROOM 108 RECEPTACLES 20A/1P 29 30 20A/3P CONFERENCE/BREAK ROOM 105 REFRIGERATOR

SPARE 20A/1P 31 32 20A/3P SPARE

SPARE 20A/1P 33 34 20A/3P SPARE

35 36

37 38

39 40

41 42

LVP-1 PANEL SCHEDULE

22

MA3-PP CKT#5 VIA TR-1

OUTSIDE CONFERENCE RM 105

SURFACE

COPPER

-

225

42

4

3

208/120

225

NEMA 1

* NOTE: ELECTRICAL CONTRACTOR IS RESPOSNIBLE FOR PROVIDING &INSTALLING CONDUIT, WIRING, ETC. FROM PANEL TO E-ONE LIFT STATIONPANEL OUTSIDE OF BUILDING.

3/4" 2#12,1#12G

3/4" 2#12,1#12G2#10,1#10G 3/4"

TR-175 KVA

480 PRI208/120 SEC

200A

LVP-1

100A

UES EXISTING SPAREBREAKER IN PANEL MA3-PP

3#1, 1#6G 2"C

4#4/0, 1#2G 2"C

MA3-PP IS LOCATEDAPPROXIMATELY 150' NORTH WESTOF PROJECT SITE ALONG WESTWALL

CISCO SWITCHWS-C3750X-48P-S

NETWORK RACKMIDDLE ATLANTIC PRODUCTS CWR-12-17PD

FIBER PATCH PANELPROVIDE SFP MODULESCISCOSFP-10GBBASE-LR FOR BOTH ENDS.

(2) PATCH PANEL LEVITON 110-STYLE IDC CATAGORY 6

UPS

CONTRACTOR SHALL CORRDINATE ALL NETWORK EQUIPMENT WITH OWNER

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

S.L. CHESTER

S.L. CHETSTER

S.H. SHOVA

E−600

F89.071.001

POWER AND LIGHTINGSCHEDULES

NO

VE

LIS

CO

RP

OR

ATI

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CA

SH

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DIN

G B

ATH

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AN

D B

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FA

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ITY

OS

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GO

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SCALE: NOT TO SCALEB4 LUMINAIRE SCHEDULE

SCALE: NOT TO SCALEA4 SWITCH SCHEDULE

SCALE: NOT TO SCALED4 LVP−1 SCHEDULE

SCALE: NOT TO SCALEE3 ONE−LINE

SCALE: NOT TO SCALED3 NETWORK RACK

POWER CONDUCTORS AND CABLES

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. COPPER BUILDING WIRE RATED 600 V OR LESS.

2. CONNECTORS, SPLICES, AND TERMINATIONS RATED 600 V AND LESS.

1.2 ACTION SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

PART 2 - PRODUCTS

2.1 COPPER BUILDING WIRE

A. DESCRIPTION: FLEXIBLE, INSULATED AND UNINSULATED, DRAWN COPPER CURRENT-CARRYING CONDUCTOR WITH

AN OVERALL INSULATION LAYER OR JACKET, OR BOTH, RATED 600 V OR LESS.

B. STANDARDS:

1. LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR

INTENDED LOCATION AND USE.

2. ROHS COMPLIANT.

3. CONDUCTOR AND CABLE MARKING: COMPLY WITH WIRE AND CABLE MARKING ACCORDING TO UL'S "WIRE

AND CABLE MARKING AND APPLICATION GUIDE."

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

STRANDED CONDUCTORS.

D. CONDUCTOR INSULATION:

1. TYPE NM: COMPLY WITH UL 83 AND UL 719.

2. TYPE RHW-2: COMPLY WITH UL 44.

3. TYPE USE-2 AND TYPE SE: COMPLY WITH UL 854.

4. TYPE THHN AND TYPE THWN-2: COMPLY WITH UL 83.

2.2 METAL-CLAD CABLE, TYPE MC

A. DESCRIPTION: A FACTORY ASSEMBLY OF ONE OR MORE CURRENT-CARRYING INSULATED CONDUCTORS IN AN

OVERALL METALLIC SHEATH.

B. STANDARDS:

1. LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR

INTENDED LOCATION AND USE.

2. COMPLY WITH UL 1569.

3. ROHS COMPLIANT.

4. CONDUCTOR AND CABLE MARKING: COMPLY WITH WIRE AND CABLE MARKING ACCORDING TO UL'S "WIRE

AND CABLE MARKING AND APPLICATION GUIDE."

C. CIRCUITS:

1. SINGLE CIRCUIT AND MULTICIRCUIT WITH COLOR-CODED CONDUCTORS.

2. POWER-LIMITED FIRE-ALARM CIRCUITS: COMPLY WITH UL 1424.

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

STRANDED CONDUCTORS

E. GROUND CONDUCTOR: INSULATED.

F. CONDUCTOR INSULATION:

1. TYPE TFN/THHN/THWN-2: COMPLY WITH UL 83.

2. TYPE XHHW-2: COMPLY WITH UL 44.

2.3 CONNECTORS AND SPLICES

A. DESCRIPTION: FACTORY-FABRICATED CONNECTORS AND SPLICES OF SIZE, AMPACITY RATING, MATERIAL, TYPE,

AND CLASS FOR APPLICATION AND SERVICE INDICATED; LISTED AND LABELED AS DEFINED IN NFPA 70, BY A

QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND USE.

PART 3 - EXECUTION

3.1 CONDUCTOR MATERIAL APPLICATIONS

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

B. FEEDERS: COPPER FOR FEEDERS SMALLER THAN NO. 4 AWG; COPPER OR ALUMINUM FOR FEEDERS NO. 4 AWG AND

LARGER. CONDUCTORS SHALL BE SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER.

C. BRANCH CIRCUITS: COPPER. SOLID FOR NO. 12 AWG AND SMALLER; STRANDED FOR NO. 10 AWG AND LARGER.

D. POWER-LIMITED FIRE ALARM AND CONTROL: SOLID FOR NO. 12 AWG AND SMALLER.

3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS

A. EXPOSED BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN

RACEWAY OR METAL-CLAD CABLE, TYPE MC

B. BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS: TYPE THHN/THWN-2, SINGLE CONDUCTORS

IN RACEWAY OR METAL-CLAD CABLE, TYPE MC.

3.3 INSTALLATION OF CONDUCTORS AND CABLES

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

B. COMPLETE RACEWAY INSTALLATION BETWEEN CONDUCTOR AND CABLE TERMINATION POINTS PRIOR TO PULLING

CONDUCTORS AND CABLES.

C. USE MANUFACTURER-APPROVED PULLING COMPOUND OR LUBRICANT WHERE NECESSARY; COMPOUND USED

MUST NOT DETERIORATE CONDUCTOR OR INSULATION. DO NOT EXCEED MANUFACTURER'S RECOMMENDED

MAXIMUM PULLING TENSIONS AND SIDEWALL PRESSURE VALUES.

D. USE PULLING MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET-WEAVE WIRE/CABLE GRIPS, THAT WILL

NOT DAMAGE CABLES OR RACEWAY.

E. INSTALL EXPOSED CABLES PARALLEL AND PERPENDICULAR TO SURFACES OF EXPOSED STRUCTURAL MEMBERS,

AND FOLLOW SURFACE CONTOURS WHERE POSSIBLE.

3.4 CONNECTIONS

A. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED

TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED

IN UL 486A-486B.

B. MAKE SPLICES, TERMINATIONS, AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL

C. WIRING AT OUTLETS: INSTALL CONDUCTOR AT EACH OUTLET, WITH AT LEAST 6 INCHES OF SLACK.

RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY


1. METAL CONDUITS, TUBING, AND FITTINGS.

2. NONMETAL WIREWAYS AND AUXILIARY GUTTERS.

3. SURFACE RACEWAYS.

4. BOXES, ENCLOSURES, AND CABINETS.

1.2 INFORMATIONAL SUBMITTALS

A. COORDINATION DRAWINGS: CONDUIT ROUTING PLANS, DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE

SHOWN AND COORDINATED WITH EACH OTHER, USING INPUT FROM INSTALLERS OF ITEMS INVOLVED:

1. STRUCTURAL MEMBERS IN PATHS OF CONDUIT GROUPS WITH COMMON SUPPORTS.

2. HVAC AND PLUMBING ITEMS AND ARCHITECTURAL FEATURES IN PATHS OF CONDUIT GROUPS WITH COMMON

SUPPORTS.

PART 2 - PRODUCTS

2.1 METAL CONDUITS, TUBING, AND FITTINGS

A. MANUFACTURES : WHEATLAND, ALLIED, REPUBLIC.

B. LISTING AND LABELING: METAL CONDUITS, TUBING, AND FITTINGS SHALL BE LISTED AND LABELED AS DEFINED IN

NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

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

D. IMC: COMPLY WITH ANSI C80.6 AND UL 1242.

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

G. FMC: COMPLY WITH UL 1; ZINC-COATED STEEL OR ALUMINUM.

H. LFMC: FLEXIBLE STEEL CONDUIT WITH PVC JACKET AND COMPLYING WITH UL 360.

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

1. CONDUIT FITTINGS FOR HAZARDOUS (CLASSIFIED) LOCATIONS: COMPLY WITH UL 1203 AND NFPA 70.

2. FITTINGS FOR EMT:

a. MATERIAL: STEEL OR DIE CAST.

b. TYPE: SETSCREW OR COMPRESSION.

K. JOINT COMPOUND FOR IMC, GRC, OR ARC: APPROVED, AS DEFINED IN NFPA 70, BY AUTHORITIES HAVING

JURISDICTION FOR USE IN CONDUIT ASSEMBLIES, AND COMPOUNDED FOR USE TO LUBRICATE AND PROTECT

THREADED CONDUIT JOINTS FROM CORROSION AND TO ENHANCE THEIR CONDUCTIVITY.

2.2 METAL WIREWAYS AND AUXILIARY GUTTERS

A. DESCRIPTION: SHEET METAL, COMPLYING WITH UL 870 AND NEMA 250, TYPE 12 UNLESS OTHERWISE INDICATED,

AND SIZED ACCORDING TO NFPA 70.

B. FITTINGS AND ACCESSORIES: INCLUDE COVERS, COUPLINGS, OFFSETS, ELBOWS, EXPANSION JOINTS, ADAPTERS,

HOLD-DOWN STRAPS, END CAPS, AND OTHER FITTINGS TO MATCH AND MATE WITH WIREWAYS AS REQUIRED FOR

COMPLETE SYSTEM.

2.3 NONMETALLIC WIREWAYS AND AUXILIARY GUTTERS

A. LISTING AND LABELING: NONMETALLIC WIREWAYS AND AUXILIARY GUTTERS SHALL BE LISTED AND LABELED AS

DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND

APPLICATION.

B. DESCRIPTION: PVC, EXTRUDED AND FABRICATED TO REQUIRED SIZE AND SHAPE, AND HAVING SNAP-ON COVER,

MECHANICALLY COUPLED CONNECTIONS, AND PLASTIC FASTENERS.

C. FITTINGS AND ACCESSORIES: COUPLINGS, OFFSETS, ELBOWS, EXPANSION JOINTS, ADAPTERS, HOLD-DOWN STRAPS,

END CAPS, AND OTHER FITTINGS SHALL MATCH AND MATE WITH WIREWAYS AS REQUIRED FOR COMPLETE

SYSTEM.

D. SOLVENTS AND ADHESIVES: AS RECOMMENDED BY CONDUIT MANUFACTURER.

2.4 BOXES, ENCLOSURES, AND CABINETS

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

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

WITH GASKETED COVER.

C. NONMETALLIC OUTLET AND DEVICE BOXES: COMPLY WITH NEMA OS 2 AND UL 514C.

D. METAL FLOOR BOXES:

1. MATERIAL:SHEET METAL.

2. TYPE: FULLY ADJUSTABLE.

3. SHAPE: RECTANGULAR.

4. LISTING AND LABELING: METAL FLOOR BOXES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A

QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

G. LUMINAIRE OUTLET BOXES: NONADJUSTABLE, DESIGNED FOR ATTACHMENT OF LUMINAIRE WEIGHING 50 LB (23

KG). OUTLET BOXES DESIGNED FOR ATTACHMENT OF LUMINAIRES WEIGHING MORE THAN 50 LB (23 KG) SHALL BE

LISTED AND MARKED FOR THE MAXIMUM ALLOWABLE WEIGHT.

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

I. CAST-METAL ACCESS, PULL, AND JUNCTION BOXES: COMPLY WITH NEMA FB 1 AND UL 1773, CAST ALUMINUM WITH

GASKETED COVER.

J. BOX EXTENSIONS USED TO ACCOMMODATE NEW BUILDING FINISHES SHALL BE OF SAME MATERIAL AS RECESSED

BOX.

K. HINGED-COVER ENCLOSURES: COMPLY WITH UL 50 AND NEMA 250, TYPE 12 WITH CONTINUOUS-HINGE COVER WITH

FLUSH LATCH UNLESS OTHERWISE INDICATED.

1. METAL ENCLOSURES: STEEL, FINISHED INSIDE AND OUT WITH MANUFACTURER'S STANDARD ENAMEL.

2. NONMETALLIC ENCLOSURES: PLASTIC.

3. INTERIOR PANELS: STEEL; ALL SIDES FINISHED WITH MANUFACTURER'S STANDARD ENAMEL.

PART 3 - EXECUTION

3.1 RACEWAY APPLICATION

A. INDOORS: APPLY RACEWAY PRODUCTS AS SPECIFIED BELOW UNLESS OTHERWISE INDICATED.

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

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

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

4. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC,

ELECTRIC SOLENOID, OR MOTOR-DRIVEN EQUIPMENT): FMC, EXCEPT USE LFMC IN DAMP OR WET LOCATIONS.

5. DAMP OR WET LOCATIONS: GRC IMC.

6. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT USE NEMA 250, TYPE 4 STAINLESS STEEL IN

INSTITUTIONAL AND COMMERCIAL KITCHENS AND DAMP OR WET LOCATIONS.

B. MINIMUM RACEWAY SIZE: 3/4-INCH (21-MM) TRADE SIZE.

C. RACEWAY FITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION.

1. RIGID AND INTERMEDIATE STEEL CONDUIT: USE THREADED RIGID STEEL CONDUIT FITTINGS UNLESS

OTHERWISE INDICATED. COMPLY WITH NEMA FB 2.10.

2. EMT: USE SETSCREW OR COMPRESSION, CAST-METAL FITTINGS. COMPLY WITH NEMA FB 2.10.

3. FLEXIBLE CONDUIT: USE ONLY FITTINGS LISTED FOR USE WITH FLEXIBLE CONDUIT. COMPLY WITH

NEMA FB 2.20.

3.2 INSTALLATION

A. COMPLY WITH NECA 1 AND NECA 101 FOR INSTALLATION REQUIREMENTS EXCEPT WHERE REQUIREMENTS ON

DRAWINGS OR IN THIS ARTICLE ARE STRICTER. COMPLY WITH NECA 102 FOR ALUMINUM CONDUITS. COMPLY WITH

NFPA 70 LIMITATIONS FOR TYPES OF RACEWAYS ALLOWED IN SPECIFIC OCCUPANCIES AND NUMBER OF FLOORS.

B. KEEP RACEWAYS AT LEAST 6 INCHES (150 MM) AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT-WATER

PIPES. INSTALL HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING.

C. COMPLY WITH REQUIREMENTS IN SECTION 260529 "HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS" FOR

HANGERS AND SUPPORTS.

D. INSTALL NO MORE THAN THE EQUIVALENT OF THREE 90-DEGREE BENDS IN ANY CONDUIT RUN EXCEPT FOR

CONTROL WIRING CONDUITS, FOR WHICH FEWER BENDS ARE ALLOWED. SUPPORT WITHIN 12 INCHES (300 MM) OF

CHANGES IN DIRECTION.

E. CONCEAL CONDUIT AND EMT WITHIN FINISHED WALLS, CEILINGS, AND FLOORS UNLESS OTHERWISE INDICATED.

INSTALL CONDUITS PARALLEL OR PERPENDICULAR TO BUILDING LINES.

F. SUPPORT CONDUIT WITHIN 12 INCHES (300 MM)OF ENCLOSURES TO WHICH ATTACHED.

G. THREADED CONDUIT JOINTS, EXPOSED TO WET, DAMP, CORROSIVE, OR OUTDOOR CONDITIONS: APPLY LISTED

COMPOUND TO THREADS OF RACEWAY AND FITTINGS BEFORE MAKING UP JOINTS. FOLLOW COMPOUND

MANUFACTURER'S WRITTEN INSTRUCTIONS.

H. RACEWAY TERMINATIONS AT LOCATIONS SUBJECT TO MOISTURE OR VIBRATION: USE INSULATING BUSHINGS TO

PROTECT CONDUCTORS INCLUDING CONDUCTORS SMALLER THAN NO. 4 AWG.

I. TERMINATE THREADED CONDUITS INTO THREADED HUBS OR WITH LOCKNUTS ON INSIDE AND OUTSIDE OF BOXES

OR CABINETS. INSTALL BUSHINGS ON CONDUITS UP TO 1-1/4-INCH (35-MM) TRADE SIZE AND INSULATED THROAT

METAL BUSHINGS ON 1-1/2-INCH (41-MM) TRADE SIZE AND LARGER CONDUITS TERMINATED WITH LOCKNUTS.

INSTALL INSULATED THROAT METAL GROUNDING BUSHINGS ON SERVICE CONDUITS.

J. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT

LESS THAN 200-LB (90-KG) TENSILE STRENGTH. LEAVE AT LEAST 12 INCHES (300 MM) OF SLACK AT EACH END OF

PULL WIRE. CAP UNDERGROUND RACEWAYS DESIGNATED AS SPARE ABOVE GRADE ALONGSIDE RACEWAYS IN

USE.

K. SURFACE RACEWAYS:

1. INSTALL SURFACE RACEWAY WITH A MINIMUM 2-INCH (50-MM)RADIUS CONTROL AT BEND POINTS.

2. SECURE SURFACE RACEWAY WITH SCREWS OR OTHER ANCHOR-TYPE DEVICES AT INTERVALS NOT

EXCEEDING 48 INCHES (1200 MM) AND WITH NO LESS THAN TWO SUPPORTS PER STRAIGHT RACEWAY SECTION.

SUPPORT SURFACE RACEWAY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. TAPE AND GLUE

ARE NOT ACCEPTABLE SUPPORT METHODS.

L. FLEXIBLE CONDUIT CONNECTIONS: COMPLY WITH NEMA RV 3. USE A MAXIMUM OF 72 INCHES (1830 MM) OF

FLEXIBLE CONDUIT FOR RECESSED AND SEMIRECESSED LUMINAIRES, EQUIPMENT SUBJECT TO VIBRATION,

NOISE TRANSMISSION, OR MOVEMENT; AND FOR TRANSFORMERS AND MOTORS.

1. USE LFMC IN DAMP OR WET LOCATIONS SUBJECT TO SEVERE PHYSICAL DAMAGE.

2. USE LFMC OR LFNC IN DAMP OR WET LOCATIONS NOT SUBJECT TO SEVERE PHYSICAL DAMAGE.

M. FASTEN JUNCTION AND PULL BOXES TO OR SUPPORT FROM BUILDING STRUCTURE. DO NOT SUPPORT BOXES BY

CONDUITS.

N. SET FLOOR BOXES LEVEL. TRIM AFTER INSTALLATION TO FIT FLUSH WITH FINISHED FLOOR SURFACE.

LOW-VOLTAGE TRANSFORMERS

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES: DISTRIBUTION, DRY-TYPE TRANSFORMERS RATED 600 V AND LESS, WITH CAPACITIES UP TO 1500 KVA.



B. SHOP DRAWINGS:

1. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF

FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION.

2. VIBRATION ISOLATION BASE DETAILS: DETAIL FABRICATION INCLUDING ANCHORAGES AND ATTACHMENTS TO

STRUCTURE AND TO SUPPORTED EQUIPMENT.

3. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING.

1.3 CLOSEOUT SUBMITTALS

A. OPERATION AND MAINTENANCE DATA.

1.4 DELIVERY, STORAGE, AND HANDLING

A. TEMPORARY HEATING: APPLY TEMPORARY HEAT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

PART 2 - PRODUCTS

2.1 MANUFACTURERS: EATON, SQUARE D, ACME

2.2 GENERAL TRANSFORMER REQUIREMENTS

A. DESCRIPTION: FACTORY-ASSEMBLED AND -TESTED, AIR-COOLED UNITS FOR 60-HZ SERVICE.

B. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED

TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

C. TRANSFORMERS RATED 15 KVA AND LARGER: COMPLY WITH NEMA TP 1 ENERGY-EFFICIENCY LEVELS AS VERIFIED BY

TESTING ACCORDING TO NEMA TP 2.

1. COIL MATERIAL: COPPER.

D. ENCAPSULATION: TRANSFORMERS SMALLER THAN 30 KVA SHALL HAVE CORE AND COILS COMPLETELY RESIN

ENCAPSULATED.

2.3 DISTRIBUTION TRANSFORMERS

A. COMPLY WITH NFPA 70, AND LIST AND LABEL AS COMPLYING WITH UL 1561.

B. CORES: ONE LEG PER PHASE.

C. ENCLOSURE: VENTILATED.

1. NEMA 250, TYPE 2E: CORE AND COIL SHALL BE ENCAPSULATED WITHIN RESIN COMPOUND

D. TRANSFORMER ENCLOSURE FINISH: COMPLY WITH NEMA 250.

1. FINISH COLOR: GRAY.

E. TAPS FOR TRANSFORMERS 25 KVA AND LARGER: TWO 2.5 PERCENT TAPS ABOVE AND TWO 2.5 PERCENT TAPS BELOW

NORMAL FULL CAPACITY

F. INSULATION CLASS, 30 KVA AND LARGER: 220 DEG C, UL-COMPONENT-RECOGNIZED INSULATION SYSTEM WITH A MAXIMUM

OF 115-DEG C RISE ABOVE 40-DEG C AMBIENT TEMPERATURE.

G. K-FACTOR RATING: TRANSFORMERS INDICATED TO BE K-FACTOR RATED SHALL COMPLY WITH UL 1561 REQUIREMENTS FOR

NONSINUSOIDAL LOAD CURRENT-HANDLING CAPABILITY TO THE DEGREE DEFINED BY DESIGNATED K-FACTOR.

1. UNIT SHALL NOT OVERHEAT WHEN CARRYING FULL-LOAD CURRENT WITH HARMONIC DISTORTION CORRESPONDING TO

DESIGNATED K-FACTOR.

2. INDICATE VALUE OF K-FACTOR ON TRANSFORMER NAMEPLATE.

3. UNIT SHALL MEET REQUIREMENTS OF NEMA TP 1 WHEN TESTED ACCORDING TO NEMA TP 2 WITH A K-FACTOR EQUAL TO

ONE.

H. ELECTROSTATIC SHIELDING: EACH WINDING SHALL HAVE AN INDEPENDENT, SINGLE, FULL-WIDTH COPPER ELECTROSTATIC

SHIELD ARRANGED TO MINIMIZE INTERWINDING CAPACITANCE.

1. ARRANGE COIL LEADS AND TERMINAL STRIPS TO MINIMIZE CAPACITIVE COUPLING BETWEEN INPUT AND OUTPUT

TERMINALS.

2. INCLUDE SPECIAL TERMINAL FOR GROUNDING THE SHIELD.

M. NEUTRAL: RATED 200 PERCENT OF FULL LOAD CURRENT FOR K-FACTOR RATED TRANSFORMERS.

N. WALL BRACKETS: [MANUFACTURER'S STANDARD BRACKETS] [WALL BRACKETS FABRICATED FROM DESIGN DRAWINGS

SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER].

2.4 SOURCE QUALITY CONTROL

A. TEST AND INSPECT TRANSFORMERS ACCORDING TO IEEE C57.12.01 AND IEEE C57.12.91.

PART 3 - EXECUTION

3.1 INSTALLATION

A. VERIFY THAT GROUND CONNECTIONS ARE IN PLACE AND REQUIREMENTS IN "GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS" HAVE BEEN MET. MAXIMUM GROUND RESISTANCE SHALL BE 5 OHMS AT LOCATION OF TRANSFORMER.

B. ENVIRONMENT: ENCLOSURES SHALL BE RATED FOR THE ENVIRONMENT IN WHICH THEY ARE LOCATED. COVERS FOR

NEMA 250, TYPE 4X ENCLOSURES SHALL NOT CAUSE ACCESSIBILITY PROBLEMS.

C. SECURE COVERS TO ENCLOSURE AND TIGHTEN ALL BOLTS TO MANUFACTURER-RECOMMENDED TORQUES TO REDUCE NOISE

GENERATION.

D. REMOVE SHIPPING BOLTS, BLOCKING, AND WEDGES.

3.2 CONNECTIONS

A. GROUND EQUIPMENT ACCORDING TO "GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS."

B. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING

VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A-486B.

C. PROVIDE FLEXIBLE CONNECTIONS AT ALL CONDUIT AND CONDUCTOR TERMINATIONS AND SUPPORTS TO ELIMINATE SOUND

AND VIBRATION TRANSMISSION TO THE BUILDING STRUCTURE.

PANELBOARDS

PART 1 - GENERAL

1.1 SUMMARY


1. DISTRIBUTION PANELBOARDS.

2. LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS.

1.2 DEFINITIONS

A. MCCB: MOLDED-CASE CIRCUIT BREAKER.

B. SPD: SURGE PROTECTIVE DEVICE.


A. PRODUCT DATA: FOR EACH TYPE OF PANELBOARD.

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

1. INCLUDE DIMENSIONED PLANS, ELEVATIONS, SECTIONS, AND DETAILS.

2. DETAIL ENCLOSURE TYPES INCLUDING MOUNTING AND ANCHORAGE, ENVIRONMENTAL PROTECTION,KNOCKOUTS, CORNER TREATMENTS, COVERS AND DOORS, GASKETS, HINGES, AND LOCKS.

3. DETAIL BUS CONFIGURATION, CURRENT, AND VOLTAGE RATINGS.

4. SHORT-CIRCUIT CURRENT RATING OF PANELBOARDS AND OVERCURRENT PROTECTIVE DEVICES.

5. INCLUDE WIRING DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING.


A. PANELBOARD SCHEDULES FOR INSTALLATION IN PANELBOARDS.

1.5 CLOSEOUT SUBMITTALS

A. OPERATION AND MAINTENANCE DATA.

1.6 FIELD CONDITIONS

A. SERVICE CONDITIONS: NEMA PB 1, USUAL SERVICE CONDITIONS, AS FOLLOWS:

1. AMBIENT TEMPERATURES WITHIN LIMITS SPECIFIED.

PART 2 - PRODUCTS2

2.1 PANELBOARDS COMMON REQUIREMENTS

A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY AQUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

B. COMPLY WITH NEMA PB 1.

C. COMPLY WITH NFPA 70.

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

1. RATED FOR ENVIRONMENTAL CONDITIONS AT INSTALLED LOCATION.

2. INDOOR DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1

3. FRONT: SECURED TO BOX WITH CONCEALED TRIM CLAMPS. FOR SURFACE-MOUNTED FRONTS, MATCH BOXDIMENSIONS; FOR FLUSH-MOUNTED FRONTS, OVERLAP BOX. TRIMS SHALL COVER ALL LIVE PARTS AND SHALLHAVE NO EXPOSED HARDWARE.

4. HINGED FRONT COVER: ENTIRE FRONT TRIM HINGED TO BOX AND WITH STANDARD DOOR WITHIN HINGEDTRIM COVER. TRIMS SHALL COVER ALL LIVE PARTS AND SHALL HAVE NO EXPOSED HARDWARE.

E. PHASE, NEUTRAL, AND GROUND BUSES: TIN-PLATED ALUMINUM

F. FUTURE DEVICES: PANELBOARDS SHALL HAVE MOUNTING BRACKETS, BUS CONNECTIONS, FILLER PLATES, ANDNECESSARY APPURTENANCES REQUIRED FOR FUTURE INSTALLATION OF DEVICES.

G. PANELBOARD SHORT-CIRCUIT CURRENT RATING: FULLY RATED TO INTERRUPT SYMMETRICAL SHORT-CIRCUITCURRENT AVAILABLE AT TERMINALS. ASSEMBLY LISTED BY AN NRTL FOR 100 PERCENT INTERRUPTING CAPACITY.

2.2 POWER PANELBOARDS

A. PANELBOARDS: NEMA PB 1, DISTRIBUTION TYPE.

B. DOORS: SECURED WITH VAULT-TYPE LATCH WITH TUMBLER LOCK; KEYED ALIKE.

1. FOR DOORS MORE THAN 36 INCHES (914 MM) HIGH, PROVIDE TWO LATCHES, KEYED ALIKE.

C. MAINS: CIRCUIT BREAKER.

D. BRANCH OVERCURRENT PROTECTIVE DEVICES FOR CIRCUIT-BREAKER FRAME SIZES 125 A AND SMALLER: PLUG-INCIRCUIT BREAKERS

E. BRANCH OVERCURRENT PROTECTIVE DEVICES FOR CIRCUIT-BREAKER FRAME SIZES LARGER THAN 125 A: BOLT-ONCIRCUIT BREAKERS

2.3 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS

A. PANELBOARDS: NEMA PB 1, LIGHTING AND APPLIANCE BRANCH-CIRCUIT TYPE.

B. MAINS: CIRCUIT BREAKER.

C. BRANCH OVERCURRENT PROTECTIVE DEVICES: PLUG-IN CIRCUIT BREAKERS, REPLACEABLE WITHOUT DISTURBINGADJACENT UNITS.

D. DOORS: CONCEALED HINGES; SECURED WITH FLUSH LATCH WITH TUMBLER LOCK; KEYED ALIKE.

2.4 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES

A. MCCB: COMPLY WITH UL 489, WITH INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS.

1. THERMAL-MAGNETIC CIRCUIT BREAKERS:

a. INVERSE TIME-CURRENT ELEMENT FOR LOW-LEVEL OVERLOADS.

b. INSTANTANEOUS MAGNETIC TRIP ELEMENT FOR SHORT CIRCUITS.

c. ADJUSTABLE MAGNETIC TRIP SETTING FOR CIRCUIT-BREAKER FRAME SIZES 250 A AND LARGER.

2. CURRENT-LIMITING CIRCUIT BREAKERS: FRAME SIZES 400 A AND SMALLER; LET-THROUGH RATINGS LESSTHAN NEMA FU 1, RK-5.

3. GFCI CIRCUIT BREAKERS: SINGLE- AND DOUBLE-POLE CONFIGURATIONS WITH CLASS A GROUND-FAULT

PROTECTION (6-MA TRIP).

4. MCCB FEATURES AND ACCESSORIES:

a. STANDARD FRAME SIZES, TRIP RATINGS, AND NUMBER OF POLES.

b. BREAKER HANDLE INDICATES TRIPPED STATUS.

c. UL LISTED FOR REVERSE CONNECTION WITHOUT RESTRICTIVE LINE OR LOAD RATINGS.

d. LUGS: COMPRESSION STYLE, SUITABLE FOR NUMBER, SIZE, TRIP RATINGS, AND CONDUCTOR MATERIALS.

e. HANDLE PADLOCKING DEVICE: FIXED ATTACHMENT, FOR LOCKING CIRCUIT-BREAKER HANDLE IN ON OROFF POSITION.

f. HANDLE CLAMP: LOOSE ATTACHMENT, FOR HOLDING CIRCUIT-BREAKER HANDLE IN ON POSITION.

2.5 IDENTIFICATION

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

B. BREAKER LABELS: FACEPLATE SHALL LIST CURRENT RATING, UL AND IEC CERTIFICATION STANDARDS, AND AICRATING.

C. CIRCUIT DIRECTORY: DIRECTORY CARD INSIDE PANELBOARD DOOR, MOUNTED IN TRANSPARENT CARD HOLDEROR METAL FRAME WITH TRANSPARENT PROTECTIVE COVER.

PART 3 - EXECUTION

3.1 INSTALLATION

A. COMPLY WITH NECA 1.

B. MOUNT TOP OF TRIM 90 INCHES (2286 MM) ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.

C. MOUNT PANELBOARD CABINET PLUMB AND RIGID WITHOUT DISTORTION OF BOX.

D. INSTALL OVERCURRENT PROTECTIVE DEVICES AND CONTROLLERS NOT ALREADY FACTORY INSTALLED.

1. SET FIELD-ADJUSTABLE, CIRCUIT-BREAKER TRIP RANGES.

E. MAKE GROUNDING CONNECTIONS AND BOND NEUTRAL FOR SERVICES AND SEPARATELY DERIVED SYSTEMS TOGROUND. MAKE CONNECTIONS TO GROUNDING ELECTRODES, SEPARATE GROUNDS FOR ISOLATED GROUND BARS,AND CONNECTIONS TO SEPARATE GROUND BARS.

F. INSTALL FILLER PLATES IN UNUSED SPACES.

G. ARRANGE CONDUCTORS IN GUTTERS INTO GROUPS AND BUNDLE AND WRAP WITH WIRE TIES.

3.2 IDENTIFICATION

A. IDENTIFY FIELD-INSTALLED CONDUCTORS, INTERCONNECTING WIRING, AND COMPONENTS; INSTALL WARNINGSIGNS.

B. CREATE A DIRECTORY TO INDICATE INSTALLED CIRCUIT LOADS; INCORPORATE OWNER'S FINAL ROOMDESIGNATIONS. OBTAIN APPROVAL BEFORE INSTALLING. HANDWRITTEN DIRECTORIES ARE NOT ACCEPTABLE.INSTALL DIRECTORY INSIDE PANELBOARD DOOR.

C. PANELBOARD NAMEPLATES: LABEL EACH PANELBOARD WITH A NAMEPLATE.

3.3 FIELD QUALITY CONTROL

A. PERFORM TESTS AND INSPECTIONS.

B. ACCEPTANCE TESTING PREPARATION:

1. TEST INSULATION RESISTANCE FOR EACH PANELBOARD BUS, COMPONENT, CONNECTING SUPPLY, FEEDER,AND CONTROL CIRCUIT.

2. TEST CONTINUITY OF EACH CIRCUIT.

C. TESTS AND INSPECTIONS:

1. PERFORM EACH VISUAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST FOR LOW-VOLTAGE AIRCIRCUIT BREAKERS STATED IN NETA ACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCE WITH TESTPARAMETERS.

2. CORRECT MALFUNCTIONING UNITS ON-SITE, WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE;OTHERWISE, REPLACE WITH NEW UNITS AND RETEST.

D. PANELBOARDS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS AND INSPECTIONS.

E. PREPARE TEST AND INSPECTION REPORTS, INCLUDING A CERTIFIED REPORT THAT IDENTIFIES PANELBOARDSINCLUDED AND THAT DESCRIBES SCANNING RESULTS, WITH COMPARISONS OF THE TWO SCANS. INCLUDENOTATION OF DEFICIENCIES DETECTED, REMEDIAL ACTION TAKEN, AND OBSERVATIONS AFTER REMEDIALACTION.

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES GROUNDING AND BONDING SYSTEMS AND EQUIPMENT.




A. COORDINATION DRAWINGS: PLANS SHOWING DIMENSIONED AS-BUILT LOCATIONS OF GROUNDING FEATURES SPECIFIED IN"FIELD QUALITY CONTROL" ARTICLE.

1.4 QUALITY ASSURANCE

A. TESTING AGENCY QUALIFICATIONS: CERTIFIED BY NETA.

PART 2 - PRODUCTS

2.3 CONDUCTORS

A. INSULATED CONDUCTORS: COPPER WIRE OR CABLE INSULATED FOR 600 V UNLESS OTHERWISE REQUIRED BY APPLICABLECODE OR AUTHORITIES HAVING JURISDICTION.

B. BARE COPPER CONDUCTORS:

1. SOLID CONDUCTORS: ASTM B 3.

2. STRANDED CONDUCTORS: ASTM B 8.

3. BONDING CONDUCTOR: NO. 4 OR NO. 6 AWG, STRANDED CONDUCTOR.

4. BONDING JUMPER: COPPER TAPE, BRAIDED CONDUCTORS TERMINATED WITH COPPER FERRULES;

2.4 CONNECTORS

A. LISTED AND LABELED BY AN NRTL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION FOR APPLICATIONS IN WHICH USEDAND FOR SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS CONNECTED.

B. WELDED CONNECTORS: EXOTHERMIC-WELDING KITS OF TYPES RECOMMENDED BY KIT MANUFACTURER FOR MATERIALSBEING JOINED AND INSTALLATION CONDITIONS.

C. BEAM CLAMPS: MECHANICAL TYPE, TERMINAL, GROUND WIRE ACCESS FROM FOUR DIRECTIONS, WITH DUAL, TIN-PLATED ORSILICON BRONZE BOLTS.

D. CABLE-TO-CABLE CONNECTORS: COMPRESSION TYPE, COPPER OR COPPER ALLOY.

E. CONDUIT HUBS: MECHANICAL TYPE, TERMINAL WITH THREADED HUB.

PART 3 - EXECUTION

3.1 APPLICATIONS

A. CONDUCTORS: INSTALL SOLID CONDUCTOR FOR NO. 8 AWG AND SMALLER, AND STRANDED CONDUCTORS FOR NO. 6 AWGAND LARGER UNLESS OTHERWISE INDICATED.

D. CONDUCTOR TERMINATIONS AND CONNECTIONS:

1. PIPE AND EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: BOLTED CONNECTORS.

2. CONNECTIONS TO STRUCTURAL STEEL: WELDED CONNECTORS

3.2 EQUIPMENT GROUNDING

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

B. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH THE FOLLOWING ITEMS, IN ADDITION TO THOSEREQUIRED BY NFPA 70:

1. FEEDERS AND BRANCH CIRCUITS.

2. LIGHTING CIRCUITS.

3. RECEPTACLE CIRCUITS.

4. SINGLE-PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS.

5. THREE-PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS.

6. FLEXIBLE RACEWAY RUNS.

C. AIR-DUCT EQUIPMENT CIRCUITS: INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTOR TO DUCT-MOUNTEDELECTRICAL DEVICES OPERATING AT 120 V AND MORE, INCLUDING AIR CLEANERS, HEATERS, DAMPERS, HUMIDIFIERS, ANDOTHER DUCT ELECTRICAL EQUIPMENT. BOND CONDUCTOR TO EACH UNIT AND TO AIR DUCT AND CONNECTED METALLICPIPING.

3.3 INSTALLATION

A. GROUNDING CONDUCTORS: ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE UNLESS OTHERWISE INDICATEDOR REQUIRED BY CODE. AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTED TOSTRAIN, IMPACT, OR DAMAGE.

B. BONDING TO EQUIPMENT MOUNTED ON VIBRATION ISOLATION HANGERS AND SUPPORTS: INSTALL BONDING SO VIBRATIONIS NOT TRANSMITTED TO RIGIDLY MOUNTED EQUIPMENT.

C. USE EXOTHERMIC-WELDED CONNECTORS FOR OUTDOOR LOCATIONS; IF A DISCONNECT-TYPE CONNECTION IS REQUIRED,USE A BOLTED CLAMP.

Copyrightc


DESIGNED BY:

DRAWN BY:

CHECKED BY:

EDUCATION LAW

PROJECT NO:

DATE

DATE:

MARK

REVISIONS

DESCRIPTION

A

1 2 3 5

D

E

4

C

B

1 2 3 54

A

D

E

C

B


Phone: 315-455-2000Fax: 315-455-9667

www.cscos.com

C&S Engineers, Inc.

R

C&S DRAWING NO:

NOVELIS DRAWING NO:

FEBRUARY 2017

S.L. CHESTER

S.L. CHETSTER

S.H. SHOVA

E−601

F89.071.001

SPECIFICATIONS

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SCALE: NOT TO SCALEB1 CONDUCTORS

SCALE: NOT TO SCALEA2 RACEWAYS AND BOXES

SCALE: NOT TO SCALEB3 TRANSFORMERS

SCALE: NOT TO SCALEA4 PANELBOARDS

SCALE: NOT TO SCALEC5 GROUNDING AND BONDING

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