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Bid/Plan Review SetIncorporating Addendum #1 dated

August 7, 2012, Addendum #2 datedAugust 21, 2012, and Addendum #3

dated August 27, 2012(Superceded: July 27, 2012)

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XFMR. TRANSFORMER

GENERAL NOTES

SEALS

American Renal Associates, LLCProject Management

Phone : 978.998.5220Contact: Kent Reisenauer, Director of

Project Management

TENANT'S REPRESENTATIVE

LOCATION MAP ABBREVIATIONS PROJECT INFORMATION

DRAWING INDEX OWNER'S REPRESENTATIVE

PROJECT SQUARE FOOTAGE

APPLICABLE CODES

OCCUPANT LOAD CALCULATIONS

OCCUPANCY CLASSIFICATION GROUP : - BUSINESS GROUP B (OUTPATIENT DIALYSIS CLINIC - ESRD FACILITY)

CONSTRUCTION CLASSIFICATION : - TYPE IIB

FIRE PROTECTION: - FULLY SPRINKLERED (DESIGN/BUILD SYSTEM PER CODE)(SEE GENERAL NOTE #16)

- FIRE ALARM SYSTEM (DESIGN/BUILD NEW SYSTEM PER CODE)- FIRE EXTINGUISHERS LOCATED PER CODE

NUMBER OF STORIES : - 1

BUILDING HEIGHT : - 17'-0" (EXISTING)

PARKING : - 26 STANDARD STALLS (EXISTING FOR BUILDING 'C')3 ACCESSIBLE STALLS (EXISTING FOR BUILDING 'C')(128 TOTAL STALLS FOR ENTIRE COMMERCIAL DEVELOPMENT)

TENANT IMPROVEMENT PROJECT AREA:TOTAL BUILDING SQUARE FOOTAGE:

6,555 N.S.F.8,400 G.S.F.

Principal - in - ChargeChristopher D. Kidd, A.I.A.

Project Number12043-01

PROJECT TEAMArchitectChristopher D. Kidd, AIA, ALA, RIBAN48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone: 262.901.0505

1/100 G.S.F. FOR BUSINESS AREAS USE PER PERSON (5,160 G.S.F.): 52 OCC.

ARCHITECTURALT TITLE SHEETA1.0 SITE PLANLS2.0 LIFE SAFETY PLAND2.0 DEMOLITION PLANA2.0 NOTED FLOOR PLANA2.1 DIMENSIONED FLOOR PLANA2.2 ENLARGED FLOOR PLANSA2.3 FINISH FLOOR PLANA2.5 REFLECTED CEILING PLANA2.6 DOOR & WINDOW SCHEDULESA2.7 DOOR HARDWARE SCHEDULESA2.8 FINISH SCHEDULESA6.0 DETAILSA6.1 DETAILSA6.2 DETAILSA6.3 UL PENETRATION DETAILSA6.4 UL PENETRATION DETAILSA9.0 INTERIOR ELEVATIONSA9.1 INTERIOR ELEVATIONSA9.2 INTERIOR ELEVATIONS

PLUMBINGP1.0 WATER PLAN AND SCHEDULESP1.1 WATER ISOMETRIC AND ROOF PLANP2.0 DRAIN PLAN AND SCHEDULESP2.1 DRAIN ISOMETRIC AND SCHEDULESP3.0 PROCESS PIPING PLANP4.0 PLUMBING DETAILSP4.1 PROCESS DETAILS

MECHANICALM1.0 MECHANICAL SCHEDULES AND DETAILSM2.0 MECHANICAL PLAN

ELECTRICALE1.0 ELECTRICAL PANELS & SCHEDULESE1.1 ELECTRICAL RISER & MAIN DISTRIBUTION PANELE2.0 ELECTRICAL POWER PLANE2.1 ELECTRICAL LIGHTING PLANE2.2 ELECTRICAL COMMUNICATIONS PLANE4.0 ELECTRICAL DETAILS

STRUCTURALS1.0 DETAILS

WATER TREATMENT VENDORDRAWINGS (FOR REF. ONLY)1 SYSTEM FLOW DRAWING 1 6 R.O. LOOP2 SYSTEM FLOW DRAWING 2 7 BICARB LOOP3 R.O. ROOM 8 CONCENTRATE LOOPS4 BICARB ROOM 9 UNDERGROUND CONDUITS5 CONCENTRATE 10 SIMPLE FLOW

PROJECT MANUAL WITH SPECIFICATIONS AND SPECIFIC PRODUCT DETAILS SHALL BE DISTRIBUTED WITH THIS SET OF DRAWINGS ASPART OF THE CONTRACT DOCUMENTS. PLEASE REVIEW THIS DOCUMENT IN ITS ENTIRETY AS A SUPPLEMENT TO THE INFORMATIONCONTAINED IN THIS SET.

KEY PLAN

1/300 G.S.F. FOR STORAGE/MECH AREAS USE PER PERSON (1,495 G.S.F.): 5 OCC.

TOTAL TENANT OCCUPANT LOAD: 57 OCC.

MINIMUM NUMBER OF PLUMBING FIXTURES (KENTUCKY PLUMBING CODE, 815 KAR 20:191 SECT. 14 (3))BUSINESS CLASSIFICATION: TOTAL NUMBER OF TENANT OCCUPANTS: 57(MALE OCCUPANT LOAD: 28 - FEMALE OCCUPANT LOAD: 29)

WATER CLOSETS (MALE): REQUIRED: 2 PROVIDED: 2WATER CLOSETS (FEMALE): REQUIRED: 2 PROVIDED: 2LAVATORIES (MALE): REQUIRED: 2 PROVIDED: 2LAVATORIES (FEMALE): REQUIRED: 2 PROVIDED: 2OTHER FIXTURES: REQUIRED: 1 SERVICE SINK PROVIDED: 1 SERVICE SINKWATER FOUNTAIN: REQUIRED: 1 PROVIDED: 2

PLUMBING FIXTURE CALCULATIONS

BUILDING : 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IBC)

PLUMBING : 2007 KENTUCKY PLUMBING CODE

MECHANICAL: 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IMC)

ELECTRICAL : 2005 NATIONAL ELECTRICAL CODE (NFPA 70)

FIRE: 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IFC)

ACCESSIBILITY : 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2003 ICC/ANSI A 117.1)

ENERGY: 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IECC)

LIFE SAFETY: 2000 NFPA 101 LIFE SAFETY CODE (CHAPTER 20, AMBULATORY HEALTH CAREFACILITY PER CMS REGULATIONS)

1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES.

2. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETS AREDISASSEMBLED TO OBTAIN BIDS FROM SUB-CONTRACTORS, GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FORSUB-CONTRACTOR COORDINATION.

3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE NOT INDICATED ON THE DRAWINGS OR CONFLICTS ARE DISCOVERED, THECONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT OR BID THE HIGHEST PRICED ALTERNATIVE.

4. 'PROVIDE' MEANS TO FURNISH AND INSTALL.

5. PRIOR TO THE NEGOTIATED BID, THE CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS, PRODUCTS TO BE USED,AND QUANTITIES REQUIRED. ALL CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ALL TRADESINCLUDING DIMENSIONS, CONFIGURATION, AND UTILITY SYSTEMS. BIDS SHALL REFLECT ALL CONSTRUCTION NECESSARY TOCOMPLETE THE WORK REQUIRED WITH CONSIDERATION GIVEN TO EXISTING CONDITIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND LOCAL AUTHORITIES. CONTRACTOR SHALL PICK UP PERMITAND PAY SUBCONTRACTOR PERMITS. OWNER SHALL PAY FOR GENERAL BUILDING PERMIT.

7. CONTACT STATE DIGGING HOTLINE FROM THE ONE CALL DIRECTORY PRIOR TO PERFORMING ANY UNDERGROUND UTILITY OREXCAVATION WORK.

8. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE STAGING, DUMPSTER LOCATION, UTILITIES, EXCAVATION (WHEREAPPLICABLE), ETC. WITH THE LANDLORD.

9. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE,AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.

10. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.

11. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDINGSTANDARDS.

12. CONTRACTOR SHALL COORDINATE KEY SCHEDULE WITH THE OWNER PRIOR TO PROJECT SPACE COMPLETION. CLEARLYMARKED KEYS WILL BE TURNED OVER TO OWNER'S REPRESENTATIVE.

13. FIRE EXTINGUISHERS SHALL BE LOCATED PER LOCAL, STATE AND FEDERAL CODES.

14. ALL MILLWORK / CABINETRY SHALL BE PROVIDED BY THE OWNER'S MILLWORK VENDOR AND SHALL BE INSTALLED BY THEGENERAL CONTRACTOR.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN-BUILD OF THE FIRE ALARM SYSTEM. LOCALCERTIFIED FIRE ALARM CONTRACTOR (CFAC) SHALL DESIGN FIRE ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER20). CFAC SHALL WARRANT COMPLETE COMPLIANCE WITH LOCAL FIRE MARSHALL. CFAC IS RESPONSIBLE FOR ALL INCIDENTALCOSTS RELATIVE TO THE COMPLETE INSTALLATION OF THIS SYSTEM INCLUDING SYSTEM DESIGN, BATTERY CALCULATIONS,PLAN SUBMITTALS, FEES AND PERMITS.

16. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC) SHALL DESIGN AND INSTALL A COMPLETE, FULLY OPERATIONAL, CODE COMPLIANT (WHICH AT A MINIMUM SHALL INCLUDE NFPA 13 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS) AND NFPA 101 LIFE SAFETY CODE - SPECIFICALLY CHAPTER 20), APPROVED, HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. THE WATER SERVICE, RISER AND MAIN BRANCHES SHALL BE EXISTING (PROVIDED BY THE LANDLORD) AND THE FSC SHALL EXTEND THE EXISTING SYSTEM. THE (FSC) SHALL BE THE ENGINEER OF RECORD, RESPONSIBLE FOR PREPARING AND PROVIDING SIGNED AND SEALED DRAWINGS AND CALCULATIONS AS REQUIRED BY THE REVIEWING AUTHORITIES AS WELL AS THE CONTRACTOR FOR THE FIRE SPRINKLER SYSTEM AND ALL RELATED COMPONENTS.

THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING WATER FLOW TESTS,PREPARING SIGNED AND SEALED PLAN REVIEW AND INSTALLATION DRAWINGS, HYDRAULIC CALCULATIONS, ENGINEERING,AND COORDINATING WITH EXISTING CONDITIONS AND WITH OTHER TRADES. FSC SHALL SUBMIT ALL NECESSARYDOCUMENTS TO INSURANCE COMPANY AND OBTAIN APPROVAL AND NECESSARY PERMITS FROM STATE AND LOCALAUTHORITIES HAVING JURISDICTION.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR, BEFORE SUBMITTING THE BID, SHALL VISIT THE PROJECT SITE ANDFAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE PREMISES, THE CONTRACTORSHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE WORK AS IT RELATES TO SUCH CONDITIONS.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC), PRIOR TO SUBMITTING BID, SHALL VERIFY ACCURACY ANDCOMPLETENESS OF ELECTRICAL DRAWINGS AS THEY RELATE TO FIRE SPRINKLER SYSTEM ELECTRICAL REQUIREMENTS.FSC SHALL NOTIFY ELECTRICAL ENGINEER OF ANY ADDITIONAL ELECTRICAL REQUIREMENTS IN ADVANCE OF BID SO THAT ABID ADDENDA CAN BE ISSUED. SHOULD ELECTRICAL CHANGES TO ACCOMMODATE THE FIRE SPRINKLER SYSTEM BENECESSARY AFTER CONTRACTS HAVE BEEN AWARDED, THE FIRE SPRINKLER DESIGN-BUILD CONTRACTOR SHALL PAY FORTHE ADDITIONAL ELECTRICAL COSTS.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL ALL PIPING CONCEALED ABOVE CEILINGS OR IN WALLS INALL AREAS WITH CEILINGS AND IN AREAS CONSIDERED TO BE FINISHED SPACE. SPRINKLER HEADS SHALL BE INSTALLED INCENTER OF 2' x 2' HALF OF 2' x 4' CEILING TILES.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL DRY PIPE OR ANTI-FREEZE SYSTEMS IN UNHEATEDAREAS (SUCH AS ATTIC) SUBJECT TO FREEZING. THE SPRINKLER SYSTEM SHALL BE A COMBINATION WET/DRY SYSTEM IFREQUIRED.

AMERICANRENAL a s s o c i a t e sDialysis Services of London

301 South PlazaLondon, Kentucky 40741

PROJECT SITE

Structural EngineerAmbrose Engineering, Inc.W66N215 Commerce Ct.Cedarburg, Wisconsin 53012Phone: 262.377.7602

McKnight & Associates, Inc.25 Commercial DriveLondon, KY 40744

Phone: 606.878.6631Contact: Neil McPhetridge

PME EngineerSteven H. Hagman, PEN48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone: 262.901.0505

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AIN



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




D2.0

12043-01

07/27/2012

EAH

TMW

DE

MO

LITION

PLAN

04'-0"

2'-0"8'-0"

SC

ALE

: 1/4" = 1'-0"


A1

A1

A1

A2A2

A2 08-21-12 ADDENDUM #2 HW



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E

E

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EE

E

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E



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012



04'-0"

2'-0"8'-0"

SC

ALE

: 1/4" = 1'-0"


LS2.0

12043-01

07/27/2012

EAH

TMW

LIFE S

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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012



04'-0"

2'-0"8'-0"

SC

ALE

: 1/4" = 1'-0"


A2.0

12043-01

07/27/2012

EAH

TMW

NO

TEDFLO

OR

PLAN


A1

A1

A1

A1

A2

A2A2

A2

A2

A2

A2A2

A2

A2


A2

A2

A3




PR

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9'-9"45'-3"

13'-2"

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10'-4"10'-11"

5"10'-6"

5"5'-6"

13'-10"7"

5"

15'-7" 13'-7" 18'-2"9'-8"

8'-1" 7" 6'-8" 7" 6'-6"

45'-6 5/8"

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18'-7"

12'-7"

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C7

C7

D7



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012



04'-0"

2'-0"8'-0"

SC

ALE

: 1/4" = 1'-0"


A2.1

12043-01

07/27/2012

EAH

TMW

DIM

ENSIO

NED

FLOO

R PLAN

A1


A3 A3A3A3

A3




WATER CLOSET:CLR. FLOORAREA - 56" X 60"

LAVATORY:CLR. FLOORAREA - 30" X 48"

60" TURNING RAD.

8'-1

"

7'-4"

PATIENTTOILET

102

1/2" = 1'-0"PATIENT TOILET1

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6'-6

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PATIENTTOILET/

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110

60" TURNING RAD.

STAFFTOILET

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STAFFTOILET

124

1/2" = 1'-0"STAFF TOILETS3

128127

18" VERTICALGRAB BAR

TOILET PAPERDISPENSER

60" T

URNI

NG R

AD.





WATER CLOSET:CLR. FLOORAREA - 56" X 60"LAVATORY:

CLR. FLOORAREA - 30" X 48"

18" VERTICALGRAB BAR

TOILET PAPERDISPENSER

ITCOMMROOM

131

PROVIDE FRT 3/4"PLYWOOD ALLWALLS - PAINTEDBLACK

(2) 10 TAP TV POWERSUPPLY - PDI-772ULPROVIDED BY OWNER'SCOMMUNICATIONSSYSTEM VENDOR

WALLPHONE

48" X 48" CLEAR FLOORAREA FORCOMMUNICATIONS RACK

MOR-84 POST MOUNTEDTV EQUIPMENT RACKPROVIDED BY OWNER'SCOMMUNICATIONSSYSTEM VENDOR

PROVIDE CONDUIT AND(4) RG6 CABLES FORSATELLITE TV FROMROOFTOP SATELLITEMOUNT LOCATION,TERMINATE 6" BELOWFINISH CEILING - SEEELECTRICAL DRAWINGSFOR CONDUIT SIZING

PROVIDE CONDUIT FOR (1)CAT-5 AND (1) RG6PATIENT STATION WIRING- SEE ELECTRICALDRAWINGS FOR CONDUITSIZING

A/C UNIT ABOVEDOOR - SEEMECHANICALPLANS FOR MOREINFORMATION

NOTE:SEE ELECTRICAL DRAWINGSAND COORDINATE WITH THEOWNER'S COMMUNICATIONSYSTEMS VENDOR

1/2" = 1'-0"IT COMM ROOM4

131

5'-6"

10'-0

"

1. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE,LOCAL, AND FEDERAL CODES AND ORDINANCES.

2. ALL HARDWARE TO BE MOUNTED IN FULL COMPLIANCE WITH ALL APPLICABLECODE REQUIREMENTS.

3. ALL TOILET ROOMS TO RECEIVE PROPER SIGNAGE PER STATE REQUIREMENTS.

4. REFER TO DETAIL #12 ON A6.0 FOR BLOCKING REQUIREMENTS.

5. ALL TOILETS AND LAVATORIES SHALL BE HANDICAP ACCESSIBLE.

6. ALL EXPOSED HOT WATER PIPING & DRAIN PIPING SHALL BE INSULATED.

7. TOILETS SHALL BE CENTERED 18" FROM NEAREST WALL.

8. SINKS SHALL BE CENTERED 15" FROM NEAREST WALL UNLESS OTHERWISENOTED.

9. 36" GRAB BARS SHALL BE LOCATED BEHIND TOILETS 6" FROM ADJACENT WALLAND 42" GRAB BARS SHALL BE LOCATED ON ADJACENT WALL 12" FROM REARWALL. VERTICAL GRAB BARS SHALL BE INSTALLED PER CODE.

10. ALL TOILET ROOM WALLS AND CEILING TO RECEIVE ACOUSTICAL INSULATION.

11. SHADED AREA DENOTES 30" X 48" CLEAR FLOOR AREA REQUIRED WHEN DOORSWINGS INTO CLEAR FLOOR AREA AND/OR TURNING RADIUS.

12. ALL TOILET ROOMS SHALL RECEIVE DENS ARMOR PLUS WALLBOARDTHROUGHOUT ON ALL WALLS AND CEILING.

TOILET ROOM - GENERAL NOTES:

RESPONSIBILITY MATRIX

FURNISHED BY INSTALLED BY OWNER'S VENDOR NOTES

ELECTRONIC RECESSED SCALE

ITEMNO.

1.

DESCRIPTION

ALL BUILT-IN MILLWORK ITEMS

MUSTEE SINKS LOCATED IN MILLWORK

PAPER TOWEL DISPENSORS IN MILLWORK

STL. COUNTER SUPPORT BRACKETS

CHAIR RAIL

BLOCKING FOR ALL MILLWORK ITEMS

ALL BLOCKING IN WALLS AS REQUIRED

SINK AT STAFF LOUNGE

ICE MACHINE AT STAFF LOUNGE

INTERIOR SIGNAGE

EXTERIOR SIGNAGE

EMERGENCY GENERATOR

FURNITURE

APPLIANCES

WATER TREATMENT/SDS EQUIPMENT

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

CONTRACTOR

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

CONTRACTOR

19.

AUTOMATIC TRANSFER SWITCH

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

OWNER

OWNER

OWNER

OWNER

MISKO, INC.

MISKO, INC.

MISKO, INC.

MISKO, INC.

MISKO, INC.

SINK FAUCETS/FITTINGS BY G.C.

FINISH BY G.C.

CONTRACTOR

OWNER OWNER MARCOR

R/O AND SDS TUBING/PIPING OWNER OWNER MARCOR

UNDERSLAB SLEEVES FOR SDS TUBING CONTRACTOR CONTRACTOR

20. VALVE BOXES OWNER CONTRACTOR MARCOR DRAIN CONNECTIONS BY G.C.

OWNER MISKO, INC. SINK FAUCETS/FITTINGS BY G.C.

1/2" = 1'-0"RESPONSIBILITY MATRIX5

N/A

N/A

1'-3"TYPICAL

1'-3"TYPICAL

1'-3"TYPICAL

60" TURNING RAD.

17" M

IN.

FIX

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1'-6"TYPICAL

1'-6"TYPICAL

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1'-6"TYPICAL

3'-6

" MA

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4A9.1

6A9.1

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Drafted By:

Checked By:

Date Drafted:

Project #:

These drawings, asinstruments of service,remain the property of theArchitect or Engineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.

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Checked B

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Date D

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Project #:

These drawings, as



Architect or E


Copyright 2012



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2'-0"8'-0"

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3" = 1'-0"TY

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ULK

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AD

DE

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2


A2.5

12043-01

07/27/12

EAH

TMW

RE

FLEC

TEDC

EILIN

G PLAN



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012



04'-0"

2'-0"8'-0"

SC

ALE

: 1/4" = 1'-0"


A2

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22" MIN

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Drafted B

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Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A2.6

12043-01

07/27/2012

EAH

TMW

DO

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Drafted B

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Project #:

These drawings, as



Architect or E


Copyright 2012




A2.7

12043-01

07/27/2012

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6680FR

IEN

DLY

YE

LLOW



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A2.8

12043-01

07-27-12

EAH

TMW

FINISH

SC

HE

DU

LES


A1

A1

A1 A1



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

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18



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A6.0

12043-01

07/27/2012

EAH

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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A6.1

12043-01

07/27/2012

EAH

TMW

DE

TAILS



3'-6"

1'-0"

5'-2"

SE

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ETA

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AT FLO

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IN P

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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A6.2

12043-01

07/27/2012

EAH

TMW

DE

TAILS



1.W

all Assem

bly – The 1 or 2 hr fire-rated gypsum

wallboard/stud w

all assembly shall be constructed of the m

aterials and in the manner

described in the individual U300 or U

400 Series W

all or Partition D

esign in the UL Fire R

esistance Directory and shall include the follow

ingconstruction features:

A.

Studs – Wall fram

ing may consist of either w

ood studs or steel channel studs. Wood studs to consist of nom

2 by 4 in. lumber spaced

16 in. OC

with nom

2 by 4 in. lumber end plates and cross braces. S

teel studs to be min 3-1/2 in. w

ide by 1-3/8 in. deep channelsspaced m

ax 24 in. OC

.B

.G

ypsum B

oard* – 5/8 in. thick, 4ft wide w

ith square or tapered edges. The gypsum w

allboard type, thickness, number of layers,

fastener type and sheet orientation shall be as specified in the individual U300 or U

400 Series D


esistanceD

irectory. Max diam

of opening is 6 in.The hourly F R

ating of the firestop system is 1 hr w

hen installed in a 1 hr fire rated wall and 2 hr w

hen installed in a2 hr fire rated w

all.

2.Steel Sleeve – C

ylindrical sleeve fabricated from m

in 0.019 in. thick (28 gauge) galv sheet steel and having a min 2 in. lap along the

longitudinal seam. Length of steel sleeve to be equal to thickness of w

all plus approx 7/8 to 1 in. such that, when installed, the ends of the

sleeve will project approx 7/16 to 1/2 in. beyond the surface of the w

all on each side of the wall assem

bly. Sleeve installed by coiling the sheet

steel to diam sm

aller than the max 6 in. diam

through openings, inserting the coil through the openings and releasing the coil to let it uncoilagainst the circular cutouts in the gypsum

wallboard layers.

3.C

ables – Aggregate cross-sectional area of cables in opening to be m

in 8 percent to max 36 percent of the cross-sectional area of the sleeved

opening in wall. C

ables to be rigidly supported on both sides of wall assem

bly. The space between cables and periphery of opening shall be

min 1/4 in. to m

ax 2-1/2 in. Min separation betw

een Arm

ored Cables and/or M

etal-Clad C

ables (Item 3F) and betw

een Armored C

ables and/orM

etal-Clad C

ables and all other types of cables shall be 1/4 in. Any com

bination of the following types and sizes of copper conductor cable

may be used:

A.

Max 350 kcm

il single conductor power cables; cross-linked polyethylene (XLPE) insulation.

B.

Max 200 pair N

o. 24 AW

G conductor telecom

munication cables; polyvinyl chloride (P

VC

) insulation and jacket.C

.M

ax 7/C N

o. 2/0 AW

G m

ulti conductor power and control cables; X

LPE

or PV

C insulation w

ith XLPE or PVC

jacket.D

.M

ax 3/C N

o. 2/0 AW

G cables; P

VC

insulation and jacket.E

.M

ax 6/94 Fiber Optic (F.O

.) cable; PV

C insulation and jacket.

F.M

ax four copper conductor No. 2/0 A

WG

(or smaller) alum

inum or steel A

rmored C

able or Metal-C

lad Cable C

lassified as a ThroughP

enetrating Product.The T R

ating is 0 Hr w

hen armored cables or m

etal-clad cables are used.

See

Through Penetrating Product* (XH

LY) C

ategory in the Fire Resistance D

irectory for names of m

anufacturers. Any aluminum

or steelA

rmored C

able or Metal-C

lad Cable C

lassified as a Through Penetrating P

roduct meeting the above specifications m

ay be used.

4.Packing M

aterial – Min 1 in. thickness of m

ineral wool batt insulation firm

ly packed into steel sleeve on both sides of the wall assem

bly asperm

anent forms. P

acking material to be recessed m

in 1 in. from end of steel sleeve (m

in 1/2 in. from surface of gypsum

wallboard) on both

sides of wall assem

bly.

5.Fill, Void or C

avity Material* –

Caulk or Sealant – M

in 1 in. thickness of fill material applied w

ithin the annulus, flush with both ends of the

steel sleeve. A nom

1/4 in. diam continuous bead of caulk shall be applied around the circum

ference of the steel sleeve at its egress from the

gypsum w

allboard layers on both sides of the wall assem

bly.

3M C

OM

PAN

Y – C

P 25W

B+ caulk or FB

-3000 WT sealant

* Bearing the U

L Classification M

arking

System N

o. W-L-3032

Septem

ber 07, 2004(Form

erly System

No. 590)

F Ratings – 1 and 2 H

r(See Item

1)T R

ating – 0 and 1/4 Hr (S

ee Item 3F)

L Rating A

t Am

bient – 76 CFM

/sq ftL R

ating At 400 F – 7 C

FM/sq ft

25

32

1B

4

55

A A

SECTIO

N A

-A

1.W

all Assem

bly – The 1 or 2 hr fire-rated gypsum w

allboard/stud wall assem

bly shall be constructed of the materials and in the m

annerspecified in the individual U

300 or U400 S

eries Wall or P

artition Designs in the U

L Fire Resistance D

irectory and shall include thefollow

ing construction features:A

.Studs – W

all framing m

ay consist of either wood studs or steel channel studs. W

ood studs to consist of nom 2 by 4 in. lum

berspaced 16 in. O

C. S

teel studs to be min 3-5/8 in. w

ide and spaced max 24 in. O

C.

B.

Gypsum

Board* – N

om 5/8 in. thick, 4 ft w

ide with square or tapered edges. The gypsum

wallboard type, num

ber of layers,fastener type and sheet orientation shall be as specified in the individual W

all and Partition D

esign. Max diam

of opening inw

allboard layers is 7 in.The hourly F R

ating of the firestop system is 1 hr w

hen installed in a 1 hr fire rated wall and 2 hr w

hen installed in a2 hr fire rated w

all.

2.Through Penetrants

– One m

etallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system

. Pipe ortubing to be rigidly supported on both sides of w

all assembly. The follow

ing types and sizes of metallic pipes or tubing m

ay be used:A

.Steel Pipe – N

om 4 in. diam

(or smaller) S

chedule 10 (or heavier) steel pipe. When steel pipe is used, T R

ating is 3/4 hr.B

.C

opper Tubing – N

om 4 in. diam

(or smaller) Type L (or heavier) copper tubing.

T Rating is 3/4 hr for copper tubing of nom

2 in.diam

and smaller. For copper tubing greater than nom

2 in. diam, T R

ating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated

walls, respectively.

C.

Copper Pipe – N

om 4 in. diam

(or smaller) R

egular (or heavier) copper pipe.T R

ating is 3/4 hr for copper pipe of nom 2 in. diam

and smaller. For copper pipe greater than nom

2 in. diam, T R

ating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated w

allrespectively.

3.Pipe Insulation

–Plastics# – N

om 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (A

B/P

VC

) flexible foam furnished in the form

of tubing. The annular space between the insulated pipe and the edge of the through opening shall be m

in zero in. (point contact) tom

ax 1-1/4 in.S

eePlastics# (Q

MFZ2) category in the R

ecognized Com

ponent Directory for nam

es of manufacturers. A

ny Recognized C

omponent tube

insulation material m

eeting the above specifications and having a UL94 Flam

mability C

lassification of 94-5VA m

ay be used.

4.Fill, Void or C

avity Materials* –

Caulk or Sealant

– Min 5/8 in. thickness of caulk applied w

ithin the annular space, flush with each

surface of wall. A

min 1/2 in. diam

bead of caulk shall be applied to the pipe insulation/ wallboard interface at the point contact location on

both sides of wall.

3M C

OM

PAN

Y – C

P 25W

B+ caulk or FB

-3000 WT sealant

* Bearing the U

L Classification M

arking

System N

o. W-L-5040

Septem

ber 07, 2004F R

atings – 1 and 2 Hr (S

ee Item 1)

T Ratings – 1/4, 1/2 and 3/4 H

r (See Item

2)

A A

2 3 4

4

23

4

1B 1A

SECTIO

N A

-A

1B

1AAA

System N

o. W-L-8010

May 19, 2005

F Ratings – 1 &

2 Hr (S

ee Item 1)

T Ratings – 1/4, 3/4, 1, 1-1/2 and 1-3/4 H

r (See Item

s 2 & 3)

1.W

all Assem

bly – The 1 or 2 hr fire-rated gypsum board/stud w


aterials and in the manner specified

in the individual U300, U

400 or V400 S

eries Wall and P


L Fire Resistance D

irectory and shall include the following

construction features:A

.Studs – W

all framing m


ood studs to consist of nom 2 in. by 4 in. (51 m

m to

max 102 m

m) lum

ber spaced 16 in. (406 mm

) OC

. Steel studs to be m

in 3-5/8 in. (92 mm

) wide and spaced m

ax 24 in. (610 mm

) OC

.B

.G

ypsum B

oard* – Nom

5/8 in. (16 mm

) thick gypsum board, as specified in the individual W

all and Partition D

esign. Max area of

opening is 65-1/4 sq in. (421 cm2) w

ith max dim

ension of 14-1/2 in. (368 mm

).The hourly F R

ating of the firestop system is equal to the hourly fire rating of the w

all assembly.


– A m

ax of four pipes, conduits or tubing to be installed within the opening. The space betw

een pipes, conduits ortubing shall be m

in 1/2 in to max 1-5/16 in. (13 m

m to m

ax 33 mm

). The space between pipes, conduits or tubing and periphery of opening

shall be min 1-3/16 in. (30 m

m) for uninsulated copper tubes and copper pipes (Item

s 2C and 2D

) and 0 in. (point contact) for insulatedcopper tubes and copper pipes and uninsulated steel pipes and conduit (Item

2B). The space betw

een pipes, conduits or tubing and peripheryof opening shall be m

ax 1-5/16 in. (33 mm

). Pipe, conduit or tubing to be rigidly supported on both sides of floor or w

all assembly. The

following types and sizes of m

etallic pipes, conduits or tubing may be used:

A.

Steel Pipe – Nom

2 in. (51 mm

) diam (or sm

aller) Schedule 5 (or heavier) steel pipe.

B.

Conduit – N

om 2 in. (51 m

m) diam

(or smaller) steel electrical m

etallic tubing or steel conduit.C

.C

opper Tubing – N

om 2 in. (51 m

m) diam

(or smaller) Type L (or heavier) copper tubing.

D.

Copper Pipe – N

om 2 in. (51 m

m) diam

(or smaller) R

egular (or heavier) copper pipe.W

hen uninsulated steel pipe or conduit is used, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assem

blies, respectively.

When uninsulated copper tubing or pipe is used, T R

ating is 1/4 hr for both 1 and 2 hr rated assemblies.

3A.

Pipe Covering*

(Optional) – N

om 1 in. (25 m

m) hollow

cylindrical heavy density glass fiber units jacketed on the outside with an all

service jacket. Longitudinal joints sealed with m

etal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with m

etalfasteners or w

ith butt tape supplied with the product.

See

Pipe and Equipment C

overing – Materials*

(BR

GU

) category in the Building M

aterials Directory for nam

es of manufacturers. Any

pipe covering material m

eeting the above specifications and bearing the UL C

lassification Marking w

ith a Flame Spread Index of 25 or less

and a Sm

oke Developed Index of 50 or less m

ay be used.W

hen pipe covering is used on all through penetrants, T Rating is 1 hr and 1-3/4 hr for 1 and 2 hr rated assem


3B.

Tube Insulation – Plastics# (O

ptional) – Nom

3/4 in. (19 mm

) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam

furnished in the form of tubing.

See

Plastics(Q

MFZ2) category in the R

ecognized Com

ponent Directory for nam

es of manufacturers. A

ny Recognized C

omponent tube

insulation material m

eeting the above specifications and having a UL94 Flam

mability C

lassification of 94-5VA m

ay be used.W

hen tube insulation is used on all through penetrants, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assem


4.Fill, Void or C

avity Material* – C

aulk or Sealant – M

in 5/8 in. or 1-1/4 in. (16 mm

or 32 mm

) thickness of fill material, for 1 or 2 hr

walls, respectively, applied w

ithin the annulus, flush with both surfaces of w

all. At point contact locations, a m

in 1/2 in. (13 mm

) diam bead

of fill material shall be applied at the w

all/pipe and wall/pipe insulation interface on both surfaces of w

all.3M

CO

MPA

NY

– CP

25WB

+, IC 15W

B+ caulk or FB

-3000 WT sealant

5.Fill, Void or C

avity Materials* – W

rap Strip (N

ot Show

n) – Min one layer of 2 in. (51 m

m) w

ide, nom 1/4 in. (6 m

m) thick intum

escentelastom

eric material faced on one side w

ith aluminum

foil, required only when tube insulation (Item

3B) is used in 2 hr rated assem

blies.W

rap strip tightly wrapped around tube insulation (foil side exposed) w

ithin the opening on both sides of the wall, flush w

ith both surfacesof the w

all assembly.

3M C

OM

PAN

Y – FS-195+

# Bearing the U

L Recognized C

omponent M

ark* B

earing the UL C

lassification Marking

SECTIO

N A

-A

1A1B

3B2

43B

3A

44

1.W

all Assem

bly – The 1 or 2 hr fire rated gypsum board/stud w


aterials and in the manner specified

in the individual U300, U

400 or V400 S

eries Wall and P


L Fire Resistance D

irectory and shall include the following

construction features:A

.Studs – W

all framing m


ood studs to consist of nom 2 in. by 4 in. (51 m

m by

102mm

) lumber spaced 16 in. (406 m

m) O

C. S

teel studs to be min 3-1/2 in. (89 m

m) w

ide and spaced max 24 in. (610 m

m) O

C.

B.

Gypsum

Board* – Thickness, type, num

ber of layers and fasteners as required in the individual Wall and P

artition Design. D

iam of

opening shall be 7/8 in. (22 mm

) larger than the outside diam of nonm

etallic pipe or conduit (Item 2).

The hourly F Rating of the firestop system

is equal to the hourly fire rating of the wall assem

bly in which it is installed.


– One nonm

etallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system

. Theannular space for m

ax 1-1/4 in. (32 mm

) diam pipe or conduit shall be m

in 0 in. (point contact) to max 7/8 in. (0 m

m to m

ax 22 mm

). Theannular space for pipe or conduit larger than nom

1-1/4 in. (32 mm

). diam shall be m

in 1/2 in. to max 1 in. (13 m

m to m

ax 25 mm

). Pipe orconduit to be rigidly supported on both sides of w


ing types and sizes of nonmetallic pipes or conduits m

ay be used:A

.Polyvinyl C

hloride (PVC) Pipe

– Nom

2 in. (51 mm

) diam (or sm

aller) Schedule 40 solid core or cellular core PVC

pipe for use inclosed (process or supply) or vented (drain, w

aste or vent) piping system.

B.

Polyvinyl Chloride (PVC

) Pipe – N

om 3 in. (76 m

m) diam

(or smaller) S

chedule 40 solid core PV

C pipe for use in closed (process or

supply) piping system.

C.

Chlorinated Polyvinyl C

hloride (CPVC

) Pipe – N

om 3 in. (76 m

m) diam

(or smaller) S

DR

11 CP

VC

pipe for use in closed (processor supply) piping system

s.D

.R

igid Nonm

etallic Conduit++

– Nom

3 in. (76 mm

) diam (or sm

aller) Schedule 40 P

VC

conduit installed in accordance with Article

347 of the National E

lectrical Code (N

FPA N

o 70).E

.Electrical N

onmetallic Tubing (EN

T)++ – N

om 1 in. (25 m

m) diam

(or smaller) E

NT form

ed of PV

C, installed in accordance w

ithA

rticle 331 of the National E

lectrical Code (N

FPA N

o. 70).

See

Rigid N

onmetallic C

onduit (DZK

T) andElectrical N

onmetallic Tubing

(FKH

U) categories in the U

L Electrical C

onstructionE

quipment D

irectory for names of m

anufacturers.

F.A

crylonitrile Butadiene Styrene (A

BS) Pipe

– Nom

. 2 in. (51 mm

) diam (or sm

aller) Schedule 40 solid core or cellular core ABS

pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system

s.The hourly T R

ating is dependent on the hourly rating of the wall assem

bly, the pipe or conduit size and whether the pipe is intended

for use as a closed or vented system, as show

n in the following table.

3.Fill, Void or C

avity Materials* – C

aulk, Sealant or Putty – M

in thickness of 5/8 in. and 1-1/4 in. (16 mm

and 32 mm

) of caulk or putty for 1and 2 hr rated w

all assemblies, respectively, applied w

ithin annulus between pipe or conduit and periphery of the opening, flush w

ith bothsurfaces of w

all assembly. A

t the point contact location between pipe or conduit and gypsum

board, a m

in 1/2 in. (13 mm

) diam bead of caulk

or putty shall be applied at the pipe or conduit/wallboard interface on both surfaces of w

all assembly.

3M C

OM

PAN

Y – C

P 25W

B+, IC

15WB

+ caulk, FB-3000 W

T sealant or MP+ Stix putty

(Note: C

P 25W

B+ not suitable for use w

ith CPVC

pipes.)

+++ Bearing the U

L Listing Mark.

* Bearing the U

L Classification M

arking

Nom

Pipe Diam

In. (mm

)

1/2 to 3 (13 to 76)

1/2 to 1-1/4 (13 to 32)

1/2 to 1-1/4 (13 to 32)

1/2 to 1-1/4 (13 to 32)

2 (51)

2 (51)

This material w

as extracted and drawn from

the 2007 edition of the UL Fire R

esistance Directory.

System N

o. W-L-2088

May 23, 2005

F Ratings – 1 and 2 H

r (See Item

1)T R

atings – 0, 1 and 2 Hr (S

ee Item 2)

SECTIO

N A

-A

AA

SECTIO

N A

-A

AA System N

o. W-L-7008

June 15, 2005F R

ating – 1 & 2 H

r (See Item

1)T R

atings – 0 Hr

1.W

all Assem

bly – The 1 and 2 hr fire rated gypsum w

allboard/stud wall assem

bly shall be constructed of the materials and in the m

annerspecified in the individual U

400 Series W

all and Partition D

esigns in the UL Fire R

esistance Directory and shall include the follow

ingconstruction features:

A.

Studs – Wall fram

ing shall consist of steel channel studs to be min 3-1/2 in. (89 m

m) w


m) O

C.

Additional 3-1/2 in. (89 m

m) w

ide steel studs shall be used to completely fram

e opening.B

.G

ypsum B

oard* – Thickness, type, number of layers and fasteners as required in the individual W

all and Partition Design. M

ax sizeof opening to be 1216 sq in. (188.5 cm

2) with a m

ax dimension of 38 in. (965 m

m).




2.Through Penetran

t – Nom

36 by 30 in. (914 by 762 mm

) (or smaller) N

o. 24 gauge (or heavier) galv steel duct to be installed eitherconcentrically or eccentrically w

ithin the firestop system. A

n annular space of min 0 in. (0 m

m) (point contact) to m

ax 2 in. (51 mm

) isrequired w

ithin the firestop system. S

teel duct to be rigidly supported on both sides of floor or wall assem

bly.

3.Firestop System

– The details of the firestop system shall be as follow

s:A

.Packing M

aterial(Optional) – P

olyethylene backer rod, mineral w

ool batt insulation or fiberglass batt insulation friction-fit intoannular space for 2 hr rated w

all assemblies only. P

acking material to be recessed from

both surfaces of wall to accom

modate the

required thickness of fill material (Item

3B).B

.Fill, Void or C

avity Material* – C


in 5/8 in. (16 mm

) thickness of fill material applied w

ithin annulus, flush with

both surfaces of wall assem

bly. At the point contact location betw

een duct and wallboard, a m

in 1/4 in. (6 mm

) diam bead of sealant

shall be applied at the wallboard/duct interface on both surfaces of w

all assembly.

3M C

OM

PAN

Y – C

P 25W

B+ caulk or FB

-3000 WT sealant

C.

Retaining A

ngles – Min 16 gauge galv steel angles sized to lap duct a m

in of 2 in. (51 mm

) and lap wall surfaces of a m

in of1 in. (25 m

m). A

ngles attached to duct on both sides of wall w

ith min 1/2 in. (13 m

m) long, N

o. 10 (or larger) sheet metal screw

sspaced a m

ax of 1 in. (25 mm

) from each end of duct and spaced a m

ax of 6 in. (152 mm

) OC

.

* Bearing the U

L Classification M

arking

3

2

3

1B

1AAA

SECTIO

N A

-A

System N

o. W-L-1146

Septem

ber 03, 2004F R

atings – 1 and 2 Hr (S

ee Item 1)

T Rating – 0 H

r

1.W

all Assem

bly – The 1 or 2 hr fire rated gypsum

wallboard/stud w



described in the individual U300 or U

400 Series W

all or Partition D


esistance Directory and shall include the

following construction features:

A.

Studs – Wall fram

ing may consist of either w

ood studs or steel channel studs. Wood studs to consist of nom

2 in. by 4 in. (51 mm

by 102 mm

) lumber spaced 16 in. (406 m

m) O

C. S

teel studs to be min 3-1/2 in. (89 m

m) w


m) O

C.

When steel studs are used and the diam

of opening exceeds the width of stud cavity, the opening shall be fram

ed on all sides usinglengths of steel stud installed betw

een the vertical studs and screw-attached to the steel studs at each end. The fram

ed opening in thew

all shall be 4 in. to 6 in. (102 to 152 mm

) wider and 4 in. to 6 in. (102 to 152 m

m) higher than the diam

of the penetrating item such

that, when the penetrating item

is centered in the opening, a 2 in. to 3 in. (51 mm

to 76 mm

) clearance is present between the

penetrating item and the

framing in all four sides.

B.

Gypsum

Board* – The gypsum

wallboard type, thickness, num

ber of layers, fastener type and sheet orientation shall be as specifiedin the individual U

300 or U400 S

eries Design in the U

L Fire Resistance D

irectory. Max diam

of opening is 26 in. (660 mm

) for steelstud w

alls. Max diam

of opening is 14-1/2 in. (368 mm

) for wood stud w

alls.




2.Through Penetrant – O

ne metallic pipe, conduit or tubing installed either concentrically or eccentrically w

ithin the firestop system. The

annular space between pipe, conduit or tubing and periphery of opening shall be m

in of 0 in. (point contact) to max 2 in. (0 m

m to 51 m

m).

Pipe, conduit or tubing to be rigidly supported on both sides of w


ing types and sizes of metallic pipes, conduits or

tubing may be used:

A.

Steel Pipe – Nom

24 in. (610 mm

) diam (or sm


B.

Iron Pipe – Nom

24 in. (610 mm

) diam (or sm

aller) service weight (or heavier) cast iron soil pipe, nom

12 in (305 mm

) diam (or

smaller) or C

lass 50 (or heavier) ductile iron pressure pipe.C

.C

onduit – Nom

6 in. (152 mm

) diam (or sm

aller) steel conduit or nom 4 in (102 m

m) diam


etallic tubingD

.C

opper Tubing – N

om 6 in. (152 m

m) diam

(or smaller) Type L (or heavier) copper tubing

E.

Copper Pipe

– Nom

6 in. (152 mm

) diam (or sm

aller) Regular (or heavier) copper pipe.

3.Fill, Void or C

avity Materials* – C


in 5/8 in. (16 mm

) thickness of fill material applied w

ithin the annulus, flush with

both surfaces of wall. M

in 1/2 in. (13 mm

) diam bead of caulk applied to the penetrant/w

allboard interface at the point contact location onboth sides of w

all.

3M C

OM

PAN

Y – C

P 25W

B+ caulk or FB

-3000 WT sealant.

* Bearing the U

L Classification M

ark

1A

1B

3

2

2

2

3A

1A

3B

1B4

Wall A

ssembly

Rating H

rC

losed (c) orVented (v)

T RatingH

r

2 1 2 2 1 1

c v c

0 0 1 2 1 1

vvv

5N

ON

-ME

TALLIC

PIP

E P

EN

ETR

ATIO

N D

ETA

ILN

.T.S.

4IN

SU

LATE

D P

IPE

PE

NE

TRA

TION

DE

TAIL

N.T.S.

3H

VA

C D

UC

T PE

NE

TRA

TION

DE

TAIL

N.T.S.

1M

ETA

LLIC P

IPE

PE

NE

TRA

TION

DE

TAIL

N.T.S.

6C

OM

BIN

ATIO

N M

ATE

RIA

L PE

NE

TRA

TION

DE

TAIL

N.T.S.

2C

AB

LE P

EN

ETR

ATIO

N D

ETA

ILN

.T.S.

This material w




This material w




This material w




This material w




This material w






Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A6.3

12043-01

07-27-12

EAH

TMW

UL P

EN

ETR

ATION

DE

TAILS



1.W

all Assem

bly – The fire-rated gypsum board/steel stud w



described in the individual U400 or V

400 Series W

all and Partition D


esistance Directory and shall include the

following construction features:

A.

Steel Studs – Steel studs to be m

in 3-5/8 in. (92 mm

) wide and spaced m

ax 24 in. (610 mm

) OC

. The opening in the wall

to accomm

odate the cable tray (Item 2) shall be fram

ed on all sides using lengths of steel stud installed between the

vertical studs and screw-attached to the steel studs at each end. The fram

ed opening in the wall shall be m

in 1/2 in. (13 mm

) tom

ax 6 in. (152 mm

) wider and higher than the w

idth and height of the cable tray such that, when the cable tray is centered in the

opening, a 1/4 to 3in. (6 to 76 mm

) clearance is present between the cable tray and the fram

ing on all four sides.

When the clearance betw

een the cable tray and the framing is less than 2 in. (51 m

m), the T R

ating is 0 hr.

B.

Gypsum

Board* – Tw

o layers of nom 5/8 in. (16 m

m) thick gypsum

board, as specified in the individual Wall and Partition

Design.

2.C

able Tray – Max 24 in. (610 m

m) w

ide by max 4 in. (102 m

m) deep open ladder steel or alum

inum cable tray. C

able tray to consist ofchannel-shaped side-rails w

ith boxed channel rungs spaced 9 in. (229 mm

) OC

. Cable tray centered in fram

ed opening and rigidlysupported on both sides of w

all assembly.

3.C

ables – Aggregate cross-sectional area of cables in cable tray not to exceed 32 percent of the cross-sectional area of the cable tray

based on a max 3 in. (76 m

m) cable loading depth w

ithin the cable tray. Any com

bination of the following types and sizes of

copper conductor cables may be used:

A.

Max 350 kcm

il single-conductor power cables; cross-linked polyethylene (XLPE) insulation.

B.

Max N

o. 2/0 AW

G m

ulticonductor power and control cables; X

LPE

insulation, XLP

E or polyvinyl chloride (PVC

) jacket.C

. M

ax No. 12 A

WG

multiconductor pow

er and control cables; XLP

E insulation, XLPE

or PVC jacket.

D.

Max 7C

No. 12 A

WG

(or smaller) m

ulti conductor power and control cables; X

LPE

insulation, XLPE or polyvinyl chloride (PVC

)jacket.

E.

Max N

o. 18 AW

G R

G 6/U

coaxial cable with P

VC

insulation and jacket.F.

Max 1-10/125 Fiber O

ptic (F.O.) cable w

ith PV

C insulation and jacket.

When cables A

and B are used in steel cable tray, T R

ating is 0 hr.W

hen cables A and B

are used in aluminum

cable tray, T Rating is 1/2 hr.

When cables C

, D, E and F are used in steel cable tray, T R

ating is 1/2 hr.W

hen cables C, D

, E and F are used in aluminum

cable tray, T Rating is 1 hr.

4.Fill, Void or C


Intumescent Sheet – R

igid aluminum

foil-faced sheet with galv steel sheet backer. Sheets cut to

tightly follow the contours of the cables around the entire perim

eter of the cable tray and cable fill. Sheets cut to lap a m

in of 2 in. (51mm

)on the w

all on all sides of the opening on both sides of the wall. P

rior to installation, a min 1/4 in. (6 m

m) diam

bead of caulk (Item 7) or a

nom 1/8 by 1/2 in. (3.2 by 13 m

m) ribbon of putty (Item

7A) shall be applied as a gasket approx 1 in. (25 m

m) from

and on all sides of thethrough opening. S

heet to be installed with the galv steel sheet backer exposed (alum

inum foil facing against w

all surface) and secured tosteel fram

ing, through gypsum board layers, w

ith min 1/4 in. (6 m

m) diam

by 2-1/4 in. (57 mm

) long steel screws in conjunction w

ith min

1-1/4 in. (32 mm

) diam steel fender w

ashers. Max spacing of fasteners not to exceed 6 in. (152 m

m) w

ith additional fasteners located oneach side of batted seam

s or slits made to perm

it installation of the sheet around the cable tray.

3M C

OM

PAN

Y – Type CS-195+

5.Steel C

over Strip – M

in 2 in. (51 mm

) wide strip of m

in 0.020 in. (.51 mm

) thick (26 gauge) galv steel centered over entire length ofeach butted seam

or slit made in the intum

escent sheet (Item 5). P

rior to installation of the steel strip, the seam or slit in the

intumescent sheet shall be covered w

ith a nom 1/4 in. (6 m

m) diam

bead of caulk (Item 7) or a nom

1/8 by 1/2 in. (3.2 by 13 mm

) ribbon ofputty (Item

7A). S

teel cover strip secured to galv steel sheet backer of intumescent sheet w

ith steel sheet metal screw

s or steel rivetsspaced m

ax 3 in. (76 mm

) OC

on each side of seam or slit.

6.Fill, Void or C


Graphite Seal, C

aulk, Sealant or Putty – O

ne layer of 1/2 in. x 1/16 in. (13 mm

by 1.6 mm

) adhesivebacked graphite intum

escent seal positioned under intumescent sheet around entire perim

eter of through opening or min 1/4 in. (6 m

m)

diam continuous bead of caulk or putty applied to edge of intum

escent sheet at its interface with surface of floor or w

all around entireperim

eter of through opening. Caulk applied to fill all interstices betw

een cables and between cables and w

rap strip (Item 4). C

aulkdepth to be m

in 2 in. (51 mm

) within confines of w

rap strip on both sides of floor or wall assem

bly. Generous application of caulk to be

applied around the base of the cable tray side-rails and contour applied wrap strips at their egress from

the intumescent sheet on both

sides of the wall assem

bly. Caulk also applied to cover all exposed edges of w

rap strips to a min thickness of 1/8 in. (3.2 m

m).

3M C

OM

PAN

Y– E

-FIS or U

ltra GS

seal, CP

25WB

+ caulk, MP

+ Stix putty, IC

15WB

+ caulk or FB-3000 WT sealant

6A.

Fill, Void or Cavity M

aterials* –Putty – A

s an alternate to the caulk (Item 6) w

hen steel cable tray is used, nom 1/4 in. (6 m

m) thick by 2

in. (51 mm

) wide strips of m

oldable putty shall be applied to follow the contours of the cable fill on the top and bottom

of the cable tray priorto installation of the intum

escent sheets (Item 5). M

oldable putty strips installed to project approx 7/8 in. (22 mm

) beyond each face of theintum

escent sheet on each side of the wall assem

bly. After installation of the intum

escent sheets, putty pressed into cable fill and againstintum

escent sheet to fill all openings. Nom

1/2 in. (13 mm

) diam "ropes" of putty applied around cable tray side-rail m

embers at their

egress from the intum

escent sheet and pressed into the intersections. A m

in 1/8 in. (3.2 mm

) thickness of putty shall be applied to coverthe short lengths of w

rap strip installed to fill the channel of the steelcable tray side-rails.

3M C

OM

PAN

Y– M

P+ S

tix

*Bearing the U

L Classification M

arking

A A

1A1B

1A

1B7

45

2

36

5

477 5

23

SECTIO

N A

-A

System N

o. W-L-4004

May 19, 2005

F Rating – 2 H

rT R

atings – 0, 1/2 and 1 Hr (S

ee Items 1A

and 3)

System N

o. C-A

J-1292M

arch 05, 2007F R

ating – 3 Hr

T Rating – 0 H

rL R

ating At A

mbient – Less Than 1 C

FM/sq ft

L Rating A

t 400 F – 2 CFM

/sq ftW

Rating – C

lass 1

4A2

4B

3

AA

2

4B4A

31

SECTIO

N A

-A

2M

ETA

LLIC P

IPE

S - FLO

OR

DE

TAIL

N.T.S.

1C

AB

LE TR

AY

S - W

ALL D

ETA

ILN

.T.S.

1.Floor or W

all Assem

bly– M

in 4-1/2 in. (114 mm

) thick reinforced lightweight or norm

al weight (100-150 pcf or 1600-2400 kg/m

³)concrete. W

all may also be constructed of any U

L Classified

Concrete B

locks*. Max diam

of opening is 6 in. (152 mm

).S

eeC

oncrete Blocks (C

AZT) category in the Fire R

esistance Directory for nam

es of manufacturers.

2.Sleeves – (O

ptional) – The following sleeves m

ay be used:A

.M

etallic Sleeve – Nom

6 in. (152 mm

) diam (or sm

aller) steel Schedule 40 (or heavier) pipe cast or grouted into floor or w

all assembly,

flush with floor or w

all surfaces. As an alternate, nom

6 in. (152 mm

) diam (or sm

aller) sleeve fabricated from nom

0.019 in.(0.48 m

m) thick galv steel cast or grouted into floor or w

all assembly flush w

ith floor or wall surfaces.

B.

Nonm

etallic Sleeve – N

om 6 in. (152 m

m) diam

(or smaller) S

chedule 40 polyvinyl chloride (PV

C) pipe cast or grouted into floor or

wall assem

bly, flush with floor or w

all surfaces.


– One m

etallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system

. Theannular space shall be m

in 1/2 in. (13 mm

) to max 2-3/8 in. (60 m

m) P

ipe, conduit or tubing to be rigidly supported on both sides of floor orw


ing types of pipe, conduit or tubing may be used:

A.

Steel Pipe – Nom

4 in. (102 mm

) diam (or sm


B.

Conduit – N

om 4 in. (102 m

m) diam


etallic tubing (EMT) or steel conduit.

C.

Copper Tubing

– Nom

3 in. (76 mm

) diam (or sm

aller) Type M (or heavier) copper tubing.

D.

Iron Pipe – Nom

4 in. (102 mm

) diam (or sm

aller) cast or ductile iron pipe.

4.Firestop System

– The firestop system shall consist of the follow

ing:A

.Packing M

aterial – Min 3-3/4 in. (95 m

m) thickness of m

in 4 pcf (64 kg/m³) m

ineral wool batt insulation firm

ly packed into openingas a perm

anent form so that the w

idth of the wool is com

pressed at least 50 percent. Packing m

aterial to be recessed from top surface

of floor or from both surfaces of w

all as required to accomm

odate the required thickness of fill material.

B.

Fill, Void or Cavity M

aterial* – Sealant – M

in 1/4 in. (6 mm

) thickness of sealant applied within the annulus, flush w

ith the topsurface of floor or w

ith both surfaces of wall.

3M C

OM

PAN

Y – FB

-1000 NS

, FB-1003S

L or FB-3000 W

T

*Bearing the U

L Classification M

ark

This material w




This material w






Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




A6.4

12043-01

07/27/2012

EAH

TMW

UL P

EN

ETR

ATION

DE

TAILS



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ULE

SH

EE

T A2.8

3'-6" 3'-6"

5'-1 1/2" R.O

.

1 & 2A

6.1

7'-0"

5'-0"

VE

RIFY

W/ O

WN

ER

'SM

ILLWO

RK

VE

ND

OR

2'-10"

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

1'-6"2'-0"

4'-0"

5'-2"

2'-8"

W2424

W2424

DB15

DB15

2" GR

OM

ME

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PIC

AL FO

R 2)

PLA

STIC

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DE

SK

TOP

, SC

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AN

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LED

TOW

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AN

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IDE

CLE

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WITH

BLO

CK

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ALL AS RE

QU

IRED

LOC

KABLE S

LIDIN

GTE

MP

ER

ED

GLA

SS

TRA

NS

AC

TION

WIN

DO

W IN

RE

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SS

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ALU

MIN

UM

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AND

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3'-6" 3'-6"

7'-0"

2'-6"

13'-2"

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2'-6" 2'-0"

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OR

T BRAC

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VE

RIFY

W/ O

WN

ER

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VE

ND

OR

5'-1 1/2" R.O

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5'-0"

VE

RIFY

W/ O

WN

ER

'SM

ILLWO

RK

VE

ND

OR

3'-0"1'-0"

B30

CLE

AN

B30

DIR

TY

W2224

W2224

W2524

PO

WE

R A

ND

DA

TA FOR

PA

TIEN

T STA

TION

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EE

LEC

TRIC

AL (TYP

ICAL)

BA

SE

AS

SC

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ULED

SEN

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ON

TRO

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CET

CLEA

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NE

CA

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(TYP

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LOC

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PLA

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PU

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T 44" A.F.F.

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TER

TOP

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LINE

OF D

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TS TO48" A

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6'-0"

3/8" = 1'-0"E

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3/8" = 1'-0"P

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AN

DW

AS

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& FLO

OR

SC

ALE

10

PTD

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2'-6"

W1424

2'-0"3'-0" 2'-0"

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AS REQ

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LOC

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BLE

PLA

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INA

TE C

AB

INE

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IRE

PU

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NE

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(TYP

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TER

TOP W

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ACKSPLASH

AND

SID

ES

PLA

SH

1" FILLER

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OU

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LINE

OF D

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TS TO48" A

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NU

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ALL W/ C

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@42" A

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TION

VA

RIE

S)

3'-3"

DB21

B27

2'-10" 1'-8" 2'-6"

W2830

W2815

REC

ESSED

WATE

R BO

XFO

R R

EFR

IG. IC

EM

AK

ER

AT 30" A.F.F.

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CTR

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INS

TALL IN

LINE

FILTER

IN B

AS

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ET FO

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(TYP

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EP

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RD

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D C

AB

INE

TS TO48" A

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LOC

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PLA

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IRE

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PO

WE

R A

ND

DA

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AS

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14" x 14" REM

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ABLE

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W3030

W2730

W2730

2'-9"3'-0"

1'-0"

6"

3'-0" 1'-6" 2'-6"

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7'-6"

2'-7"

9'-6"

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EN

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ON

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3'-0"

3'-10"

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2'-6"

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9'-0"

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NE

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(TYP

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TER

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FACE M

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3'-10"

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DB21

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3'-0"

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INS

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6'-8"

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(TYP

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TER

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NE

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NE

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NER

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DO

R W

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LL CA

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EP

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LE @

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EN

TER

(TYP

. FOR

2)

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EP

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TER

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T SH

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PR

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D B

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AND

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ON

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2" GR

OM

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T (TYP

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R 2)

KN

EE

SP

AC

E

7'-1"

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GE

D P

LAS

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INATE PA

NE

L FRO

NT

CLE

AR

3/8" = 1'-0"P

D/H

OM

E H

EM

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121

PO

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AN

D D

ATA -S

EE ELECTR

ICAL

BASE A

S SCH

EDU

LED

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MO

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PLA

STIC

LAMIN

ATE PAN

EL FR

ON

T

6"

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TER

TOP W

ITHB

ACKSPLASH

AND

SID

ES

PLA

SH

G.F.I. E

LEC

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AT 48" A

.F.F.

LOC

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BLE

PLA

STIC

LAM

INA

TE C

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IRE

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LLS

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3'-0" 2'-0" 2'-0"

W3024

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LINE

OF D

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S A

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OR

PLU

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RD

BE

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D C

AB

INE

TS TO48" A

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PTD

32" X 50" E

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TRO

NIC

SC

ALE (V

ER

IFY SIZE

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AK

E AND

MO

DEL O

FS

CA

LE W/ O

WN

ER)

42" GR

AB B

AR

(WITH

PE

EN

ED

SA

FETY

GR

IP),

PR

OV

IDE BLO

CKIN

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106

W1224

DB15

W3024

3'-0"

2'-4"

DB15

DB15

B18

1'-6" 8"

10A

6.1

3'-8"

3'-6"

10'-4"

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OR

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EN

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ON

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DB21

W2724

W3024

W3324

W3024

10'-8"

G.F.I. E

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TRIC

AL

OU

TLET A

T 42" A.F.F.

B27

DIR

TY

(N.I.C

.)U

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2'-3"

CLE

AR

DB18

DB18 C

EN

TRIFU

GE

(N.I.C

.)

W2724

W3024

W3024

W3024

B24

B24

FILLER

AS REQ

UIR

ED

FILLER

AS REQ

UIR

ED4'-0"

3'-0"

LIGH

T VA

LAN

CE

LIGH

T VA

LAN

CE

CH

AIR R

AIL

GY

PS

UM

WA

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DS

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(FAC

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(FAC

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AN

D B

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ENC

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SE

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LUM

BIN

GD

RA

WIN

GS FO

R M

OR

EIN

FOR

MA

TION

LOC

KABLE S

LIDIN

GTE

MP

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GLA

SS

TRA

NS

AC

TION

WIN

DO

W IN

RE

CE

SS

ED

ALU

MIN

UM

TRAC

KTO

P AN

D B

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M

NO

TE: S

EE

DE

TAIL #1

ON

SH

EE

T A6.2 FO

RM

OR

E INFO

RM

ATIO

N

3'-10"

INP

RO

WA

LLP

RO

TECTIO

NP

AN

ELS

SU

RFAC

E MO

UN

TEDG

FI ELE

C. R

EC

EP

TAC

LEIN

SID

E B

AS

E C

AB

INE

TFO

R ELE

CTR

IC E

YE

FAUC

ET

PTD

PTD

SH

ALLOW

DR

AW

ERFO

R R

.O. LO

OP

BEH

IND

CAB

INETR

Y

3'-6"

A1


A9.0

12043-01

07/27/2012

EAH

TMW

INTER

IOR

ELEVATIO

NS



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012


N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com A1 08-07-12 ADDENDUM #1 TMW

A1

A1

A2


A2

A2A2

A2

A2

A2



3/8" = 1'-0"H

AN

DW

AS

H S

INK

1112

3/8" = 1'-0"B

LEA

CH

SIN

K2

115

GE

NER

AL NO

TES - M

ILLWO

RK

1. A

LL MILLW

OR

K INC

LUD

ING

CA

BINE

TS, C

OU

NTER

TOP

S,

DIA

LYS

IS C

HA

SE

CA

BIN

ETS

AN

D C

OU

NTE

RTO

PS

, WA

LLC

AP

S, W

OO

D TR

IM, E

TC. IS

PR

OV

IDE

D B

Y TH

E O

WN

ER

'SM

ILLWO

RK VE

ND

OR

AN

D IN

STA

LLED B

Y THE G

.C.

2. TH

E G.C

. SHA

LL RE

CE

IVE SH

OP D

RA

WIN

GS FR

OM

THE

OW

NE

R'S

MILLW

OR

K V

EN

DO

R A

FTER

AR

CH

ITEC

T'S R

EV

IEW

FOR

USE IN

CO

OR

DIN

ATIN

G B

LOC

KIN

G, R

OU

GH

OPEN

ING

S,E

TC. P

RIO

R TO

THE IN

STA

LLATIO

N O

F THE M

ILLWO

RK

.

3. CO

NTR

AC

TOR

SH

ALL V

ER

IFY THA

T ALL C

OU

NTE

RTO

PS

INC

LUD

ING

DIA

LYSIS C

OU

NTE

R TO

PS ARE S

ECU

RELY

MO

UN

TED

TO TH

E W

ALL O

R B

AS

E FR

AM

E.

3/8" = 1'-0"TY

PIC

AL TILE

WA

LL ELE

VA

TION

3

FINIS

H FLO

OR

5'-0"

8'-0"

CO

VE

BA

SE

(CT-03)

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A1


A9.1

12043-01

07/27/2012

EAH

TMW

INTER

IOR

ELEVATIO

NS



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012



A1A1


A2

A2



3/8" = 1'-0"N

OR

TH EA

ST DIA

LYSIS C

HA

SE CABIN

ET (4 STATION

S)2 8'-0" P

ATIE

NT STA

TION

8'-0" PA

TIEN

T STATIO

N8'-0" P

ATIE

NT STA

TION

8'-0" PA

TIEN

T STATIO

N

3/8" = 1'-0"N

OR

TH W

EST DIALYSIS C

HASE C

ABIN

ET (4 STATION

S)3

8'-0" PA

TIEN

T STATIO

N8'-0" P

ATIE

NT STA

TION

8'-0" PA

TIEN

T STATIO

N8'-0" P

ATIE

NT STA

TION

5"

5"

3/8" = 1'-0"E

AS

T DIA

YLS

IS C

HA

SE

CA

BINE

T (4 STA

TION

S)1

8'-0" PA

TIEN

T STATIO

N8'-0" P

ATIE

NT STA

TION

8'-0" PA

TIEN

T STATIO

N

NO

TE: D

IALY

SIS

CH

AS

E C

AB

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HA

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Y OW

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BIN

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PLA

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BY O

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OR

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Y CO

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3'-6"

2'-1"3'-0"

2'-6"2'-6"

3'-0"2'-6"

2'-6"3'-0"

2'-6"2'-6"

3'-0"2'-6"

2'-6"3'-0"

2'-6"2'-6"

3'-0"2'-6"

2'-6"3'-0"

2'-6"2'-6"

3'-0"2'-6"

2'-6"3'-0"

2'-1"2'-6"

3'-0"2'-6"

2'-6"3'-0"

2'-6"1'-9"

3'-0"2'-6"

3'-0"

6"3'-0"

2'-6"3'-0"

2'-6"2'-6"

3'-0"2'-6"

2'-6"3'-0"

2'-6"2'-6"

3'-0"2'-6"

6"3'-0"

6"3'-0"

103

103

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IND

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TO C

LINIC

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NA

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R'S

OFFIC

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VID

E BLIN

DS

A1


A9.2

12043-01

07/27/2012

EAH

TMW

INTER

IOR

ELEVATIO

NS



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012





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P-3

2"2"

2"

34 "

34 "

34 "

34 "

34 "

12 "

34 "

34 "

34 "

34 "

34 "

1"1"

34 "

34 "

12 "12 "

34 "

12 "

12 "12 "

12 "

12 "

12 "

12 "

12 "

34 "

34 "

34 "

34 "

34 "

34 "3

4 "

12 "12 "

P-5A

PR

IVATE

DIA

LYSIS104

127 SQ

.FT.

SO

C. W

OR

KER

/D

IETITIAN120

165 SQ

.FT.

EX

AM122

100 SQ

. FT.

REC

EPTIO

N116

115 SQ

. FT.

PD

/H

OM

E HE

MO

121144 S

Q. FT.

STA

FFTO

ILET124

47 SQ

. FT.

STA

FFTO

ILET125

47 SQ

. FT.

STA

FFLO

UN

GE

126187 S

Q. FT.

PA

TIENT

TOILET/

SO

ILED

UTIL.

118

ITC

OM

MR

OO

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55 SQ

. FT.

I.W.

12852 S

Q. FT.

PA

TIENT

TOILET

10263 S

Q. FT.

LAB114

107 SQ

. FT.

CLIN

ICM

ANAG

ER113

104 SQ

. FT.

MED

REC

OR

DS

11749 S

Q. FT.

STO

RA

GE

129780 S

Q. FT.

BLE

ACH

SIN

K110

WAITIN

GR

OO

M100

424 SQ

. FT.

HAN

DW

ASH

SIN

K111

HAN

DW

ASH

SIN

K112

RE

PAIR

FTM130

140 SQ

. FT.

MED

105

BLE

ACH

SIN

K115

HA

ND

ICAP

HAN

DW

ASH106

HAN

DW

ASH

SIN

K107

NU

RS

E S

TATION

108

NU

RS

E S

TATION

109

CO

ATS

101

UTILITY

RO

OM

12752 S

Q. FT.

CO

RR

IDO

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WA

TER

TRE

ATMEN

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AC

ID/B

ICAR

B132

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T RO

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103

CO

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P-25

34 "

114 "

P-14A

FIRE SP

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ATE

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RV

ICE, R

ISER AN

D SH

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PR

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PR

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M M

OD

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TION

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TEN

AN

TIM

PR

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EN

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Y FP

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TER

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AC

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ENTER

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SH

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CT TO

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TER

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RO

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ED

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CO

NN

EC

T TO 2" W

ATER

STU

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OR

DIN

ATE LO

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TION

WITH

LAN

DLO

RD

.

34 "

114 "

1"1"

1"

34 "

114 "

114 "

114 "

114 "

114 "

114 "

114 "

112 "

112 "

114 "

112 "

114 "

112 "

114 "

112 "

114 "

112 "2"

112 "2"

2"

112 "

1"1"

TYP

E "K

" CO

PP

ER

BE

LOW

SLA

B, N

O JO

INTS


P1.0

12043-01

07/27/2012

JAA

DA

R

WA

TER

PLANA

ND

SC

HE

DU

LES0

4'-0"2'-0"

8'-0"

SC

ALE

: 1/4" = 1'-0"

WATER

PLAN

SC

ALE

: 1/4" = 1'-0"

Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012

Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com


301 South Plaza, Kentucky Hwy. 192London, KY, 40741 A2 08-21-12 ADDENDUM #2 DAR



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TEN

T W/ M

FG'R

S INS

TRU

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NS

UN

ION

P-3

12 "12 "

34 " 3

4 "

12 "

P-15A

P-23

34 "

P-2 12 "

P-3

34 "

P-2

12 "

P-3

12 "12 "

P-5

12 "

12 "

P-3

12 "

P-8

12 "12 "

34 "

34 "

34 "3

4 "

12 "12 "

P-2

P-7

114 " 1

14 "

34 "

112 "

112 "

34 "

34 "

34 "

34 "

34 "

34 "

12 "

34 "

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34 "

12 " 12 "

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(15 psig)

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34 "

1"

114 "

1"

1"

1"1

14 "

114 "

112 "

112 "

112 "

114 "

114 "

112 "

114 "

114 "

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2"

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2" DO

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TER

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1"1"

1" 1"

12 "

P-14A

34 "


P1.1

12043-01

07/27/2012

DA

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D

WA

TER

ISO

METR

IC

WATER

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ETR

ICN

OT TO

SC

ALE

Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012






STA

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112 "

112 "

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46

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OR

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P2.0

12043-01

07/27/2012

JAA

DA

R

DR

AIN

PLANA

ND

SC

HE

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04'-0"

2'-0"8'-0"

SC

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: 1/4" = 1'-0"

DR

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PLA

NS

CA

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

Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012






STA

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112 "

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112 "

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112 "

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2"

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2"

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12 "

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112 "

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BO

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3"

3"

3"

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4"

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4"

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2"1

12 "

112 "

112 "

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3"

3" VTR 3"

3"

2" 4"

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4"

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4"

2"

3" VTR

212 "

4"

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4"

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212 "

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112 "

2"

112 "

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3"

3"

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4"

2"

4"

4"

4"

4"

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4"

4"

4"

4"

4"

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4"3"

3"

3"

4"

4"

4"

112 "

112 "

2"

212 "

2"

2"

2"

2"

112 "

2"

2"

2"

2"

112 "

112 "

112 "

2"

2"2"

212 "

2"

2"

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112 "

4" CO

W/FFC

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212 "

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W/FFC

4" WC

O

4" WC

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4" WC

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4" WC

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4" WC

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4" WC

O


P2.1

12043-01

07/27/2012

DA

R

DS

D

DR

AIN

ISO

METR

ICA

ND

SC

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IN ISO

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NO

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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012






EX

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DS TU

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DIALYS

IS CO

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TERS. SE

E DE

TAILS O

N S

HE

ET P4.1.

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LUM

BIN

G C

ON

TRA

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HA

LL FILL THE SLEE

VE O

PEN

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S WITH

A NO

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ING

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M TO

A DE

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OF A

PP

RO

XIM

ATLY 12" A

FTER

WA

TER V

EN

DO

R IN

STALLS

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EE SH

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ON

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ENE

ATH

CO

UN

TER A

RE

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WN

ER S

UP

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T.

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GE

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PS

TO S

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OR

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PEC

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G.) A

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ALL BE D

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THE R

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S 608.8TH

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UG

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.

H.) A

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R).

J.) PLU

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SH

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T VE

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OR

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S FOR

AD

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QU

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EN

TS NEE

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ATE

RV

END

OR

EQU

IPMEN

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N.

K.) P

LUM

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G C

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HA

LL VER

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R.O

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ARA P

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AG

ER

AND

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13

PR

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127 SQ

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SO

C. W

OR

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165 SQ

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EX

AM122

100 SQ

. FT.

REC

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115 SQ

. FT.

PD

/H

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E HE

MO

121144 S

Q. FT.

STA

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47 SQ

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STA

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STA

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UN

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126187 S

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PA

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ITC

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OO

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55 SQ

. FT.

I.W.

12852 S

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PA

TIENT

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LAB114

107 SQ

. FT.

CLIN

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MED

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OR

DS

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STO

RA

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BLE

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TER

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DER

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S &R

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TING

WITH

EX

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ND

NE

W U

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ER

FLOO

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BIN

G R

OU

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ON

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OR

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ND

VE

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G LO

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TION

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OU

TING

WITH

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W U

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FIELD

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OR

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WITH

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TING

S.

6" PV

C S

LEE

VE

UP

THR

OU

GH

SLAB.


P3.0

12043-01

07/27/2012

JAA

DA

R

PR

OC

ES

S P

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E THE

RM

OS

TAT AN

D H

UM

IDS

TAT.

2) EV

AP

OR

ATO

R P

ER

FOR

MA

NC

E BA

SE

D U

PO

N R

OO

M C

ON

DITIO

NS O

F 72° db - 50% R

.H. A

ND

OU

TSID

E CO

ND

ITION

S OF 0.4%

ANN

UA

L CU

MU

LATIV

EFR

EQ

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CU

RR

ENC

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ULB TE

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ON

ASH

RA

E 2005 CLIM

ATIC D

ESIGN

INFO

RM

ATION

.

RO

OFTO

P UN

ITS

PAC

KAG

ED U

NITS

Mark N

o.Manufacturer

Model N

o.G

eneral Specifications

Nom

. Cap.

Total Air

Min. O

.A.

Blow

er Requirem

entsType

CFM

E.S

.P.

BH

PR

PM

Evaporator P

erformance

EA

T-dbE

AT-wb

LAT-db

LAT-w

bM

bh-TM

bh-S

Part A

Part B

RTU

-1LE

NN

OX

4.0 Tons1560 cfm

350 cfmB

ELT1560

0.75"-

-80.0°

67.0°-°

-°-

-

RTU

-1

Mark N

o.M

anuf.H

eating Perform

ance

LEN

NO

XInput

Output

E.A

.T.L.A

.T.P

ower

Supply

Unit

M.C

.A.

Max.

FuseR

EMAR

KS

10 KW

10 KW

55.0°75.0°

208-1Ø86

90

CH

P-16-048

RTU

-3LE

NN

OX

4.0 Tons1610 cfm

320 cfmB

ELT1610

0.75"-

-80.0°

67.0°-°

-°-

-

RTU

-3LE

NN

OX

55.0°75.0°

208-1Ø86

90

RTU

-2LE

NN

OX

3.0 Tons1210 cfm

245 cfmB

ELT1210

0.75"-

-80.0°

67.0°-°

-°-

-

RTU

-2LE

NN

OX

10 KW

55.0°81.0°

208-1Ø79

80

PR

OV

IDE LO

W A

MB

IEN

T CO

NTR

OLS

, SM

OK

E DE

TEC

TOR

BY FIR

E ALA

RM

CO

NTR

AC

TOR

, SEE

GE

NE

RA

L NO

TES

E.

ELE

CTR

IC H

EA

TER

SM

ark No.

LocationM

anuf.M

odel No.

KW

Voltage

Rem

arksM

ounting Type

NO

TES

:1.

PR

OV

IDE W

ITH R

OO

F CU

RB

, BA

CK

DR

AFT D

AM

PE

R, M

OTO

R W

/ THE

RM

AL O

VE

RLO

AD

S, D

ISC

ON

NE

CT, A

UTO

BE

LT TEN

SIO

NE

R, U

L LISTE

D 705.

2.C

ON

TRO

LLED

BY

TIME

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CK

(7-DA

Y, 24-H

R.) LO

CA

TE N

EA

R E

LEC

TRIC

AL P

AN

ELS

.3.

UN

IT TO B

E WIR

ED

FOR

CO

NTIN

UO

US O

PER

ATION

.

EXH

AU

ST FANS

Mark N

o.R

oom(s) S

ervedM

anufacturerM

odel No.

CFM

E.S

.P.

Sones

Motor

Drive

B.H

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.V

oltageF.L.A

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emarks

EF-1

EF-2

ME

D W

AS

TETO

ILETS

/JAN

ITOR

GR

EENH

ECK

GB

-091-4695

8.2B

ELT.12 H

P115V

-1Ø4.4

1, 2G

REEN

HEC

K0.4

1/4 HP

Weight (LB

S)

82

RTU

-4LE

NN

OX

3.0 Tons1200 cfm

245 cfmB

ELT1200

0.75"-

-80.0°

67.0°-°

-°-

-

RTU

-4LE

NN

OX

55.0°81.0°

208-1Ø79

80

EX

ISTIN

GE

XIS

TING

EX

ISTIN

G

EX

ISTIN

G

PR

OV

IDE LO

W A

MB

IEN

T CO

NTR

OLS

, SM

OK

E DE

TEC

TOR

BY FIR

E ALA

RM

CO

NTR

AC

TOR

, SEE

GE

NE

RA

L NO

TES

E.

PR

OV

IDE LO

W A

MB

IEN

T CO

NTR

OLS

, SM

OK

E DE

TEC

TOR

BY FIR

E ALA

RM

CO

NTR

AC

TOR

, SEE

GE

NE

RA

L NO

TES

E.

EH

-1U

TILITY 127

QM

ARK

EFF1500

1.5120V 1Ø

WH

ITE E

NA

ME

L FINIS

H-TA

MP

ER

RE

SIS

TAN

T T-STA

T, SU

RFA

CE

MO

UN

TR

EC

ES

SE

D C

EILIN

G M

OU

NTE

D

RTU

-5LE

NN

OX

3.0 Tons1200 cfm

120 cfmB

ELT1200

0.75"-

-80.0°

67.0°-°

-°-

-R

TU-6

LEN

NO

X4.0 Tons

- cfm- cfm

BELT

--

--

--

--

--

48TCE

B07R

TU-7

CAR

RIER

6.0 Tons2400 cfm

485 cfmB

ELT2400

0.75"2.05

150680.0°

67.0°57.5°

57.1°74.61

56.25

EX

ISTIN

GE

XIS

TING

EX

ISTIN

G N

OT U

SE

D

RTU

-6LE

NN

OX

--

208-1Ø86

90

RTU

-5LE

NN

OX

55.0°81.0°

208-1Ø79

80

RTU

-7C

ARR

IER115 M

BH

93 MB

H55.0°

92.2°208-1Ø

30.545

PR

OVID

E EN

THA

LPY EC

ON

OM

IZER W

/ BAR

OM

ETR

IC R

ELIEF, U

NPO

WER

ED C

ON

VENIEN

CE

OU

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OO

F CU

RB

, LOW

AM

BIE

NT C

ON

TRO

LS, H

UM

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, SM

OK

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TEC

TOR

BY FIR

EA

LAR

M C

ON

TRA

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R, S

EE

GE

NE

RA

L NO

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E.

PR

OV

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W A

MB

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NTR

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, SM

OK

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BY FIR

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RM

CO

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AC

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, SEE

GE

NE

RA

L NO

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-

EX

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G

EX

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G

EX

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G

EX

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G

EX

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G N

OT U

SE

D

10 KW

10 KW

10 KW

10 KW

10 KW

10 KW

10 KW

10 KW

10 KW

CH

P-16-048

CH

P-16-048

CH

P-16-036

CH

P-16-036

CH

P-16-036

PR

OV

IDE LO

W A

MB

IEN

T CO

NTR

OLS

, SM

OK

E DE

TEC

TOR

BY FIR

E ALA

RM

CO

NTR

AC

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, SEE

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NE

RA

L NO

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TITUS

SD

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MAR

K NO

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ANU

F.M

OD

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.N

EC

K S

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SD

-2S

D-3

SD

-4S

D-5

EG

-1E

G-2

SG

-1S

G-2

RG

-1R

G-2

RG

-3TG

-1TG

-2

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

TITUS

WH

ITEW

HITE

WH

ITEW

HITE

WH

ITEW

HITE

WH

ITE

WH

ITEW

HITE

WH

ITEW

HITE

WH

ITEW

HITE

WH

ITES

UR

F. MO

UN

T, OP

PS

ED

BLA

DE D

MP

R O

PE

RA

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OM

FAC

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AM

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(SE

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LAY

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UN

T

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Y-IN

LAY

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SU

RFA

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/ DAM

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LIPS.

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.

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S & MO

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RS & M

OU

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LIPS, C

RO

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TCH

ED.

6"Ø8"Ø10"Ø6"Ø12"X

12"10"X

10"12"X

12"

22"X22"

10"X10"

30"X12"

10"X10"

10"X10"

10"X10"

10"X10"

TBD

-80-48-2HP

-6-1-02-XX

-2-CN

TBD

-80-48-2HP

-8-1-02-XX

-2-CN

TBD

-80-48-2HP

-10-1-02-XX-2-C

NTB

D-80-24-2H

P-6-1-02-X

X-2

300-FS-12/12-1-26-A

G-15

PA

S-10X

10-24X24-3-26P

AS

-12X12-24X24-3-26

PA

R-A

A-22X

22-24X24-3-26P

AR

-AA

-10X10-12X12-3-26

350-F-L-30X12-1-26

PA

R-A

A-10X

10-12X12-3-26P

AR

-AA

-22X22-24X24-3-26

PA

R-10X

10-12X12-3-26-A

G-95

PA

R-10X

10-12X12-3-26-A

G-95

DIFFU

SE

RS A

ND

GR

ILLES

Rem

arks

Weight Lbs.

-- ----925

MO

DEL N

O.

MAR

KLO

CATIO

NM

AN

UF.

CFM

CLG

. CAP.

VO

LTSS

EE

R

MO

DEL N

O.

MAR

KM

AN

UF.

VO

LTS

AM

PS

MC

AM

OC

PR

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KS

TYP

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ER

MO

CP

NO

TES

:1.) P

RO

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AM

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MP

ER

ATU

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ON

TRO

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RA

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AS

E HE

ATE

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DE

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BY

E.C

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RO

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OU

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ISH

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13.0-

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115.0

CU

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BIS

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PU

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A208V

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15

OU

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1, 2, 3

GB

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4.1B

ELT.05 H

P115V

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1, 30.35

1/6 HP

81

SG

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SW

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LAY

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8"P

AS

-8X8-24X24-3-26



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




M1.0

12043-01

07/27/2012

AR

J

AR

J

ME

CH

AN

ICAL

SC

HE

DU

LES

& D

ETAILS

SC

ALE : N

.T.S.

A2 08/21/12 ADD #2 ARJ



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LLY SO

UN

D AN

D W

ATER

TIGH

T MAN

NER

.

DE

MO

LITION

NO

TE:

1.) THE A

IR H

AND

LING

UN

IT FANS SH

ALL RU

N C

ON

TINU

OU

SLY IN

THE O

CC

UPIED

MO

DE

AN

D S

TAG

E THE H

EA

TING

AN

D C

OO

LING

, WITH

OU

T OV

ER

LAP

, TO M

AIN

TAIN

THE S

PA

CE

TEM

PE

RA

TUR

E SE

TPO

INTS

. DU

RIN

G U

NO

CC

UP

IED

OP

ER

ATIO

N, TH

E AIR

HA

ND

LING

UN

ITFA

NS S

HA

LL CY

CLE O

N/O

FF TO M

AIN

TAIN

THE N

IGH

T HE

ATIN

G/C

OO

LING

TEM

PE

RA

TUR

ES

ETP

OIN

TS. D

UR

ING

UN

OC

CU

PIE

D P

ER

IOD

S, TH

E INTA

KE FA

N S

HA

LL BE DE

-ENE

RG

IZED

AN

D N

O O

UTS

IDE A

IR S

HA

LL BE B

RO

UG

HT IN

TO TH

E AIR

HA

ND

LING

UN

IT.

2. A 7-D

AY

PR

OG

RA

MM

AB

LE TH

ER

MO

STA

T SH

ALL O

PE

RA

TE TH

E S

PLIT S

YS

TEM

UN

ITS A

ND

SH

ALL C

ON

SIS

T OF TH

E FOLLO

WIN

G:

24-HO

UR

TIMEC

LOC

KFA

N H

AN

D-O

FF/AU

TO S

WITC

HA

UTO

MATIC

CH

AN

GEO

VERN

IGH

T SE

TBA

CK

LED D

ISPLAY

SE

TPO

INT A

DJU

STM

EN

TM

ULTIP

LE S

TAG

E H

EA

TIING

& C

OO

LING

W1

W2

A

(E)R

TU-1

(E)R

TU-3

(E)R

TU-4

(E)R

TU-5

(E)R

TU-6

(E)R

TU-2

195cfmS

G-1

VD

8Ø

195cfmS

G-1

VD

8Ø

110cfmS

G-1

8Ø

VD

350cfmS

D-5

VD

350cfmS

D-5

VD

RG

-3

265cfmS

D-3

VD

VD

10Ø

160cfmS

G-1

VD

120cfmS

G-1

VD

160cfmS

G-1

VD

90cfmS

G-36"Ø

VD

75cfmS

G-3

6"ØVD

12/12

RG

-2

RG

-2

RG

-1

60cfmS

G-3

VD

155cfmS

G-1

VD165cfmS

D-2

80cfmS

D-4

VD

205cfmS

G-1

205cfmS

G-1

16/12 20/12

TG-1 TG

-1

130cfmS

G-1

VD

130cfmS

G-1

VD

RG

-1

VD

VD

VD

VD

VD

200cfmS

G-1

VD

190cfmS

G-1

VD

235cfmS

D-3

235cfmS

D-3

235cfmS

D-3

235cfmS

D-3

215cfmS

D-2

VD

215cfmS

G-1

VD

200cfmS

G-1

265cfmS

G-2

265cfmS

G-2

190cfmS

G-1

190cfmS

G-1

190cfmS

G-1

190cfmS

G-1

10Ø8Ø

12Ø

8Ø8Ø

RTU

-772 M

BH

VD

8Ø

VD

8ØV

D8Ø

14/12

18/12

18/12

10"Ø12/12

10/10

14/1216/12

18/12

18/12

22/12

22/12

10Ø12Ø

12Ø

10Ø

VD

VD

RG

-1

VD

VD

VD

VD

VD

VD

VD

VD

VD

10Ø12Ø

12/1210Ø

165cfmS

D-2

165cfmS

D-2

165cfmS

D-2

165cfmS

D-2

80cfmS

D-4

RG

-1

22/12

22/12

VD

265cfmS

D-3

265cfmS

D-3

12/12

8Ø

8Ø

14/12 16/12

16/12

16/12

22/12

26/14

16/1416/14

24/16V

D 12/1212Ø

VD

VD

VD

12Ø12/12

14/12

22/12

RG

-1TG

-1

TG-1

VD

130cfmE

G-2

EF-1

130cfm(O

N R

OO

F)

MC

SHALL R

OU

TEC

ON

DEN

SATE FR

OM

FC-1 TO

RE

CE

PTO

R IN

RO

OM

.

FC-1

WA

LL MO

UN

TED

ABO

VE D

OO

R

T

CU

-1(O

N R

OO

F)V

D

130cfmE

G-2

VD130cfm

EG

-2

VD

130cfmEG-2

VD 130cfm

EG

-2

VD

175cfmE

G-1

8Ø

EF-2

695cfm(O

N R

OO

F)8Ø

8Ø8Ø

22/12

8Ø

DO

OR

U.C

.D

OO

RU

.C.

DO

OR

U.C

.

DO

OR

U.C

.

DOORU.C.

DO

OR

U.C

.

DO

OR

U.C

.

TG-1

TG-1

18/12

16/12

PR

IVATE

DIA

LYSIS

104127 S

Q.FT.

SO

C. W

OR

KER

/D

IETITIA

N120

165 SQ

.FT.

EXAM122

100 SQ

. FT.

REC

EPTIO

N116

115 SQ

. FT.

PD

/H

OM

E HE

MO

121144 S

Q. FT.

STAFFTO

ILET124

47 SQ. FT.

STAFFTO

ILET125

47 SQ. FT.

STAFFLO

UN

GE

126187 S

Q. FT.

PATIEN

TTO

ILET/S

OILE

D U

TIL.118

51 SQ. FT.

ITC

OM

MR

OO

M131

55 SQ. FT.

I.W.

12852 SQ

. FT.

PATIEN

TTO

ILET102

63 SQ. FT.

LAB114

107 SQ

. FT.

CLIN

ICM

ANAG

ER113

104 SQ

. FT.

MED

RE

CO

RD

S117

49 SQ. FT.

STO

RA

GE

129780 S

Q. FT.

BLE

ACH

SIN

K110

WAITIN

GR

OO

M100

424 SQ

. FT.

HA

ND

WA

SHS

INK

111

HA

ND

WA

SHS

INK

112

REP

AIRFTM130

140 SQ

. FT.

MED

105

BLE

ACH

SIN

K115

HAN

DIC

APH

AN

DW

ASH106

HA

ND

WA

SHS

INK

107

NU

RSE

STA

TION

108N

UR

SE S

TATIO

N109

CO

ATS

101

UTILITY

RO

OM

12752 SQ

. FT.

CO

RR

IDO

R123

WATE

R TR

EATM

ENT

133

AC

ID/BIC

ARB

132

TRE

ATME

NT R

OO

M103

CO

RR

IDO

R119

EH

-1

18/12

18/12

8Ø

235cfmS

D-3

DO

OR

U.C

.

T

TH

T

T

T

T

10Ø

10Ø

10Ø

CO

NTR

AC

TOR

S P

LEA

SE

NO

TE:

EX

ISTIN

G P

RO

JEC

T CO

ND

ITION

S, A

S TH

EY

AP

PE

AR

ON

THE

SE

DR

AW

ING

S, S

UC

H A

SA

RC

HITE

CTU

RAL A

ND

STR

UC

TUR

AL BU

ILDIN

G C

OM

PO

NEN

TS, MEC

HAN

ICAL AN

DE

LEC

TRIC

AL EQ

UIPM

ENT, P

IPIN

G, D

UC

TWO

RK, R

OU

GH

-INS A

ND

OTH

ER M

ISCELLAN

EOU

SC

ON

STR

UC

TION

, HA

VE BEEN

GATH

ER

ED

AN

D TR

AN

SFERR

ED FR

OM

PR

EVIOU

SC

ON

STRU

CTIO

N D

RAW

ING

S. W

HILE S

UC

H IN

FOR

MATIO

N H

AS BEEN

CO

LLECTED

AND

INTER

PRETE

D W

ITH R

EAS

ON

ABLE C

ARE, TH

E AR

CH

ITEC

T AND

ENG

INEER

DO

NO

TA

SSUM

E ANY EX

PRE

SSED

OR

IMPLIED

GU

ARA

NTE

E THAT C

ON

DITIO

NS SO

IND

ICA

TED AR

EE

NTIR

ELY

CO

MP

LETE

, CO

RR

EC

T AN

D R

EP

RE

SE

NTA

TIVE

OF TH

OS

E A

CTU

ALLY

EX

ISTIN

G.

ALL C

ON

TRA

CTO

RS S

HA

LL PR

OV

E TO TH

EM

SE

LVE

S AS TO

ALL E

XIS

TING

CO

ND

ITION

SP

RIO

R TO

BID

DIN

G, A

ND

VE

RIFY A

LL DIM

EN

SIO

NS A

T THE S

ITE.

AP

PR

OX

IMA

TE LOC

ATIO

N O

F EX

ISTIN

G G

AS

SE

RV

ICE

. 434 CFH

@0.5 P

SI C

ON

NE

CTE

D LO

AD

.M

ECH

AN

ICA

L CO

NTR

AC

TOR

TO C

OO

RD

INATE

WITH

NA

TUR

AL G

AS P

RO

VID

ER

TO PR

OV

IDE

ME

TER

AN

D E

NS

UR

E S

UFFIC

IEN

T SE

RV

ICE

.

6Ø

265cfmS

G-2

8Ø

WA

TER

HE

ATER

-1(B

Y P

C) 120 M

BH

1" GA

S TO E

ACH

WA

TER

HE

ATER

. INC

LUD

EG

AS S

HU

TOFF V

ALV

E AN

D S

ED

IME

NT LE

GTO

EA

CH

WA

TER

HE

ATE

R (TY

P.)

WA

TER

HE

ATE

R-2

(BY

PC

) 199 MB

H

VD

200cfmS

G-1

200cfmS

G-1

200cfmS

G-1

200cfmS

G-1

VD

160cfmS

G-1

VD



Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




M2.0

12043-01

07/27/2012

AR

J

AR

J

ME

CH

AN

ICA

L PLAN

04'-0"

2'-0"8'-0"

SC

ALE

: 1/4" = 1'-0"

A2 08/21/12 ADD #2 ARJ



PAN

EL 'P'B

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AM

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AC

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7201

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7201

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1,0801

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AC

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67R

EC

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TAC

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114 CEN

TRIFU

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5001

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120

#12-

SP

AR

E68

69S

PA

CE

--

--

120

#12-

SP

AR

E70

71S

PA

CE

--

--

120

#12-

SP

AR

E72

73S

PA

CE

--

--

120

#12-

SP

AR

E74

75S

PA

CE

--

-1

20#12

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PA

RE

76

77S

PA

CE

--

--

120

#12-

SP

AR

E78

79S

PA

CE

--

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120

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AR

E80

81S

PA

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AR

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83S

PA

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AR

E84

SU

B-TO

TALS:11,251

12,00711,307

8,6006,870

5,840

PH

AS

E TO

TAL:19,851

18,87717,147

TOTAL:

55,875

LOA

D SU

MM

AR

YK

VAN

OTES:

CO

NTIN

UO

US

LIGH

TING

:5.3

AS

SIG

NE

D LO

ADS:

25.5

TOTAL:

30.7

NO

N-C

ON

TINU

OU

S

AS

SIG

NE

D LO

ADS:

11.2

GE

NE

RA

L RE

CE

PTACLES:

10.0

GE

NE

RA

L RE

CE

PTA

CLE

S (>10KVA@

50%):

2.0

TOTAL:

23.21) C

IRC

UIT B

RE

AK

ER

FOR

FIRE

ALA

RM

EQ

UIP

ME

NT S

HA

LL BE

'RE

D' IN

CO

LOR

AND

LOC

KABLE IN

THE

ON

POSITIO

N. TH

ELO

CA

TION

OF TH

EIR

CO

RR

ES

PO

ND

ING

CIR

CU

IT BR

EA

KE

R A

ND

PA

NE

L SH

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D SU

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VAN

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CO

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AS

SIG

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5.0

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TINU

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ELE

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(KVA):18.0

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4.5

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5.9

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TYPES

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SIZE (AM

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BUS AM

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208N

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MAIN

SIZE/TYPE: MAIN

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BPANELS SHALL BE

SUBM

ITTED WITH CO

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BREAKERS PER NEC 700.27 AND ARTICLE

100 (COO

RDINATION)

VOLTAGE/PHASE: 208/120VAC 3 PHASE, 4 W

IRE AIC RATIN

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IN W

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PH

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TALS:59,260.7

58,036.761,210.7

TOTA

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CO

NTIN

UO

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LIGH

TING

(KVA):6.48

AS

SIG

NE

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AD

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30.15

PR

OC

ES

S (KVA):

5.00

MO

TOR

S (KVA):105.82

TOTA

L CO

NTIN

UO

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LOAD

(KVA):147.45

NO

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ON

TINU

OU

S

ELE

CTR

IC H

EA

TING

(KVA):3.00

AS

SIG

NE

D LO

AD

S (KVA):

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GE

NE

RA

L LOA

DS <= 10KVA (KVA):

10.00

GE

NE

RA

L LOA

DS

(>10KVA

@50%

) (KVA):2.07

MO

TOR

(KVA):1.60

TOTA

L NO

N-C

ON

TINU

OU

S LO

AD (KVA):

28.99

SERVIC

E SIZING

CO

NTIN

UO

US

(KVA):147.45

25% of C

ON

TINU

OU

S (KVA):36.86

NO

N-C

ON

TINU

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S (KVA):

28.99

25% O

F LAR

GE

ST M

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R (KVA):

4.47

TOTA

L (KVA):217.77

SE

RV

ICE

CU

RR

EN

T (AMPS):

604.5

SE

RV

ICE C

UR

RE

NT, 0.85 PF APPLIED

(AMPS):

711.2

MIN

IMU

M SER

VICE SIZE (A

MPS):

800

Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




E1.0

12043-01

7-27-2012

EG

P

RSG

ELE

CTR

ICA

L PANELS

& S

CH

ED

ULES



A1

A2 08-21-12 ADDENDUM #2 EGP



M

NTS 2

ELECTR

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NTS 1

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ISER

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HAC

R

Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




E1.1

12043-01

7-27-2012

EG

P

RSG

ELECTR

ICAL R

ISER &

MAIN

DISTR

IBUTIO

NP

AN

EL


A1 08-07-12 ADDENDUM #1 TMWA2 08-21-12 ADDENDUM #2 EGP



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SO

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STA

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STA

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12547 S

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STA

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PA

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11851 S

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ITC

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MR

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55 SQ

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I.W.

12852 S

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PA

TIEN

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10263 S

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LAB

114107 S

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CLIN

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AN

AG

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113104 S

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ME

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11749 S

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STO

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P-55

P-55

P-55

P-55

P-53

P-53

D/P-51

P-53

P-61

72"

P-61

GFI/P-61

GFI/P-61

GFI/P-61

GFI/P-63

GFI/P-63

P-6348"

P-63

P-42

72"

P-42

60"D/GFIB/P-38

D/GFI/P-3642"

D/GFIB/P-3442"

P-42

P-65

P-65

P-65

P-65

P-59

P-59

P-59

D/G

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D/G

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D/P/GFI/P-31

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P-47

P-47

P-47

P-47

D/P/GFI/P-29

W/GFI/P-12

D/P/GFI/P-27

W/GFI/P-10

D/P/GFI/P-25

W/GFI/P-10

D/P/GFI/P-44

W/GFI/P-48

D/P/GFI/P-46

W/GFI/P-48

GFI/P-5048"

D/R

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D/R

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44"

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GFI/P

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GFI/P

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GFI/P

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P-45

P-39

W/G

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D/P

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W/G

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D/P

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W/G

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D/P

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W/G

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D/P

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W/GFI/P-18

D/P/GFI/P-28

W/GFI/P-16

D/P/GFI/P-26

W/GFI/P-16

D/P/GFI/P-24

W/GFI/P-14

D/P/GFI/P-22

W/GFI/P-2

D/P/GFI/P-9

W/GFI/P-2

D/P/GFI/P-11

W/GFI/P-4

D/P/GFI/P-13

W/GFI/P-4

D/P/GFI/P-15

P-39

P-45

D/P

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D/P

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W/G

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GFI/P

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GFI/P-35

GFI/P-39

P-45

P-35

GFI/P-65

P-65

P-52

P-52

D/G

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48"

P-52

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D/P/GFI/P-32

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GFI/P

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GFI/P-5048"

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P1

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P1

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P1

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P-53

P-45

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RTU

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8A

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11A

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2A

9.2

3A

9.2

2A

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ON

DITIO

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PR

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, AN

D V

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ALL D

IME

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ION

SA

T THE SITE.

Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




E2.0

12043-01

7-27-2012

EG

P

RSG

ELE

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ICAL PO

WER

PLAN

04'-0"

2'-0"8'-0"

SC

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: 1/4" = 1'-0"





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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




E2.1

12043-01

7-27-2012

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y:

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y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




E2.2

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7-27-2012

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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




E4.0

12043-01

7-27-2012

EG

P

RSG

ELE

CTR

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DE

TAILS





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Drafted B

y:

Checked B

y:

Date D

rafted:

Project #:

These drawings, as



Architect or E


Copyright 2012




S1.0

12043-01

07/27/2012

MW

TMW

DE

TAILS


A1



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