LARAMIE COUNTY COMMUNITY COLLEGE...2012/07/17  · CLIENT INFORMATION 1400 E. COLLEGE DRIVE...

9
DATE ISSUE PLOTTED ON: PROJECT #: OWNERSHIP OF DOCUMENTS: This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C. Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2019 CONTACT PERSON(S): Contact person: BILL ZINK (307) 777 - 1121 Josh Schmidt, AIA Associate Principal Zandria Tolliver PROJECT INFORMATION CLIENT INFORMATION 1400 E. COLLEGE DRIVE CHEYENNE, WY 82007 LARAMIE COUNTY COMMUNITY COLLEGE CONTACT PERSON(S): 1820 Dillon Ave Suite 200A Cheyenne, WY 82001 P: 307 - 632 - 3144 MECHANICAL ENGINEER: Wood 920 E. Sheridan Street, Suite A Laramie, WY 82070 303 - 919 - 2184 Contact Person(s): Nick Pickering, P.E. 75% SUBMITTAL 10/30/2019 100% SUBMITTAL 11/25/2019 ELECTRICAL ENGINEER: Wood 920 E. Sheridan Street, Suite A Laramie, WY 82070 303 - 919 - 2184 Contact Person(s): Rick Shields, P.E. 11/25/2019 4:07:46 PM C100 COVER LCCC SCIENCE BUILDING EMERGENCY SHOWER 1400 E. COLLEGE DR CHEYENNE, WY. 82007 17 - 07 - 16 LARAMIE COUNTY COMMUNITY COLLEGE SCIENCE BUILDING EMERGENCY SHOWER

Transcript of LARAMIE COUNTY COMMUNITY COLLEGE...2012/07/17  · CLIENT INFORMATION 1400 E. COLLEGE DRIVE...

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF DOCUMENTS:This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C. Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777− 1121

Josh Schmidt, AIA Associate PrincipalZandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVECHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY COLLEGE

CONTACT PERSON(S):

1820 Dillon AveSuite 200ACheyenne, WY 82001

P: 307−632−3144

MECHANICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Nick Pickering, P.E.

75% SUBMITTAL 10/30/2019

100% SUBMITTAL 11/25/2019

ELECTRICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Rick Shields, P.E.

11/25/2019 4:07:46 PM

C100

COVER

LCCC SCIENCE BUILDINGEMERGENCY SHOWER1400 E. COLLEGE DRCHEYENNE, WY. 82007

17−07−16

LARAMIE COUNTY COMMUNITY COLLEGE

SCIENCE BUILDING EMERGENCY SHOWER

?

A17.32

1SIM

MATCHLINE - A10.00

A01.011

3

2

A01.10

1

3

2

INDICATES ROOM NAMEINDICATES ROOM NUMBERINDICATES ROOM AREA

KEY NOTES

INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET NUMBER

CALLOUT TAG

ROOM TAG

INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET NUMBER

BUILDING SECTION TAG

NO ARROW INDICATES NOT IN USE

INDICATES DETAIL NUMBER

INDICATES SHEET NUMBER

EXTERIOR ELEVATION TAG

NO ARROW INDICATES NOT IN USE

INDICATES DETAIL NUMBER

INDICATES SHEET NUMBER

INTERIOR ELEVATION TAG

CEILING HEIGHT TAG

MATCHLINE

INDICATES SHEET NUMBER

INDICATES MATCHLINE

INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET NUMBER

WALL SECTION TAG

INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET NUMBER

DETAIL SECTION TAG

0.1A.1

GRID HEADS

A "NUMBER" OR AN OTHER "LETTER INDICATES A NEW GRID LINE

ROOM NAME101

150 SF

10’−0" AFF

A17.32

1SIM

A17.32

1SIM

A17.32

1SIM

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF DOCUMENTS:This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C. Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777− 1121

Josh Schmidt, AIA Associate PrincipalZandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVECHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY COLLEGE

CONTACT PERSON(S):

1820 Dillon AveSuite 200ACheyenne, WY 82001

P: 307−632−3144

MECHANICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Nick Pickering, P.E.

75% SUBMITTAL 10/30/2019

100% SUBMITTAL 11/25/2019

ELECTRICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Rick Shields, P.E.

11/25/2019 4:07:46 PM

G100

GENERAL NOTES

LCCC SCIENCE BUILDINGEMERGENCY SHOWER1400 E. COLLEGE DRCHEYENNE, WY. 82007

17−07−16

GENERAL NOTES

A/C AIR CONDITIONINGACT ACOUSTIC TILEADH ADHESIVEADJ ADJACENTAFF ABOVE FINISH FLOORAH ACRYLIC FACED HARDBOARDALUM ALUMINUM ANCH ANCHORALT ALTERNATEARCH ARCHITECT(URAL)ASR AS REQUIREDAWB ACOUSTICAL WALL BOARDAWC ACOUSTICAL WALL COVERING

BD BOARDBE BLOCK ENHANCERBP BRICK PAVERBM BEAMBTWN BETWEENBLDG BUILDINGBLK(G) BLOCK (ING)BRK BRICKBSMT BASEMENTBTU BRITISH THERMAL UNIT

CAB CABINETCFM CUBIC FEET / MINUTECG CORNER GUARDCJ CONTROL JOINTCPT CARPET CL CENTER LINECLG CEILINGCLR CLEAR(ANCE)CM CORRUGATED METALCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECORR CORRIDORCP CEMENT PLASTERCRK CORKCT CERAMIC TILECTR CENTERCW COLD WATER

DIA DIAMETERDIM DIMENSIONDN DOWNDP DIAMOND PLATE DR DOORDTL DETAIL DWG DRAWING

EA EACHEJ EXPANSION JOINTEX EXISTINGELEC ELECTRICALELEV ELEVATIONENT ENTRANCEEP EPOXY PAINTEQ EQUALEST ESTIMATEEXP EXPOSEDEXT EXTERIOR

FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFD FLOOR DRAINFIN FINISH

GA GAUGEGAL GALVANIZEDGB GRAB BARGL GLASS, GLAZINGGT GLAZED TILEGYP GYPSUMGYP BD GYPSUM BOARD

HDWR HARDWAREHT HEIGHTHM HOLLOW METALHVAC HEATING / VENTILATION/ ACHW HOT WATER

IN INCHINSUL INSULATIONINT INTERIOR

JAN JANITORJST JOISTJT JOINT

KIT KITCHENKWH KILOWATT HOUR

LAM LAMINATELAV LAVATORYLB(S) POUND(S)LCK LOCKERLP LAXTEX PAINTLT LIGHTLTG LIGHTING

MAR MARBLEMCP METAL CLAD PANELSMFR MANUFACTURERMEZZ MEZZANINEMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLWK MILLWORKMTL METAL

NIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROP OPERABLE PARTITION

PC PRECAST CONCRETEPLY PLYWOODPNT PAINTPC PRIME COATPL PLASTERPLAM PLASTIC LAMINATEPLE PLASTER−EPOXYPLP PLASTER−PAINTPOL POLYURETHANEPWR POWER

QT QUARRY TILEQTY QUANTITY

RB RUBBER BASERC RUBBER COVE BASERCP REFLECTED CEILING PLANRD ROOF DRAINREQ’D REQUIREDRM ROOMRO ROUGH OPENINGRR RADIAL RUBBER TILERS RUBBER STRAIGHT BASERU RUSTED AND SEALED

SC SEALED CONCRETESCH SCHEDULESEC SECTIONSHT SHEETSIM SIMILARSL SLATESLR SEALERSPEC SPECIFICATIONST STONESTL STEELSTOR STORAGESUS SUSPENDED SV SHEET VINYL

T&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPERED THK THICKNESSTHR THRESHOLDTHRU THROUGHTO TOP OFTOB TOP OF BEAMTOC TOP OF CURBTOW TOP OF WALLTL TILETS TUBE STEELTW* TILE WAINSCOT TO 48",

PAINTED GYP BD ABOVE

TYP TYPICALTZ TERRAZZO

UBC UNIFORM BUILDING CODEUR URINALUTIL UTILITY

VAR VARIESVCB VINYL COVE BASEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVGB VINYL WRAPPED GYPSUM BOARD VR VARNISHED STAINVIF VERIFY IN FIELDVIN VINYL VT VINYL WITH TEDLAR FINISHVWC VINYL WALL COVERING

WC WATER CLOSETWD WOODW/O WITHOUTWDP WOOD PANELINGWPR WALL PAPERWR WATER RESISTANT

NOTE:

NOT ALL ABBREVIATIONS ARE USED IN THISDRAWING SET. OTHER ABBREVIATIONS MAY BEDEFINED IN OTHER SECTIONS OF THE DRAWINGS,SHOULD QUESTIONS ARISE CONTACT THEARCHITECT FOR CLARIFICATION.

LOCATION MAP

N

PLAN NORTH

VICINITY MAP

N

PLAN NORTH

ABBREVIATIONSSYMBOLS LEGEND

INTENT OF THE DRAWINGSTHE INTENT OF THE DRAWINGS IS TO PROVIDE INFORMATION FOR CONSTRUCTION. IT IS IMPORTANT FOR THE CONTRACTOR TO VERIFY FIELD DIMENSIONS AND CONDITIONS BEFORE EXECUTION OF THE WORK. CONTACT THE ARCHITECT SHOULD DISCREPANCIES EXIST.

CONTRACTOR’S RESPONSIBILITYCONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT TO COMPLETE ALL WORK SHOWN ON PLANS, CALLED FOR IN SPECIFICATIONS, OR REASONABLY IMPLIED FOR A COMPLETE INSTALLATION EVEN THOUGH NEITHER SHOWN ON PLANS OR CALLED OUT IN SPECIFICATIONS.

DIMENSIONS ARE FROM FACE OF EXISTING WALL FINISH.P000 PLUMBING COVER SHEETP101 DOMESTIC WATER PLUMBING FLOOR PLANP102 WASTE AND VENT PLUMBING FLOOR PLANP201 PLUMBING SCHEDULE AND DETAILSE101 POWER FLOOR PLAN

SHEET INDEX, MECHANICAL

A100 DEMOLITION FLOOR PLANA101 FLOOR, FINISH AND DIMENSION PLAN

SHEET INDEX, ARCHITECTURAL

SHEET INDEX, GENERAL SHEETS

G100 GENERAL NOTES

PHYSICSENGINEERING

121

WORK REPAIR121B

OFFICE121A

OFFICE119A

OFFICE119D

STORAGE119C

MECH115

OFFICE113D

X RAY113F

OFFICE113B

REP113

CLINIC113A

LAB112

PUMP RM112A

STORAGE112B

LOCKERS110

LECTURE106

RECEPT AREA105

OFFICE105B

WORK Room105A

OFFICE102

CLASS ROOM107

MICROBOLOGY108

ANATOMY/PHYSOLOGY135

BIO. LAB136

BIO. PREP104

ELECTROMMICRO104A

OFFICE103

GREEN HOUSE100

Room100A PUMP ROOM

101

MECHANICAL137A

ELECTRICAL137

CHEM LAB127

Room127A

CHEM LAB126

CHEM PREP126A

CHEM SUPPLY126B

CHEM STORAGE126C

CHEM LAB125

OFFICE125A

WORK ROOM116

STORAGE118

Room120

MENS RESTROOM122

WOMENSRESTROOM

123

OFFICE128

MANT.124

RESEARCH LAB109A

BIOLOGY109

OFFICE131

OFFICE130

OFFICE129

OFFICE133

OFFICE134

OFFICE132

ENERGIZED LAB119 FAN ROOM

114

STORAGE113C

PRE113E

X RAY113E DARK ROOM

113G

Room113J

Room113H

Room111

D01

D01

D02

D04

N

D05

D05

AREA OF WORK

D01

D06

D06

D06

D06

8’ − 0"

1’ − 10"

6’ − 8"

3’ − 7 1/4"

2’ − 7"

3’ − 4"

2’ − 9 3/4"

2’ − 3 1

/4"

2’ − 0"

D05

D06

D06

D06

Room113I

Room119B

CUSTODIAL117

3’ − 3"

2’ − 6"

5’ − 0"

D05

D05

D06

2’ − 0"

1’ − 3"

D07 D07

2’ − 5 3/4"

11"

6’ − 8"

4’ − 11"

3’ − 10"

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF DOCUMENTS:This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C. Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777− 1121

Josh Schmidt, AIA Associate PrincipalZandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVECHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY COLLEGE

CONTACT PERSON(S):

1820 Dillon AveSuite 200ACheyenne, WY 82001

P: 307−632−3144

MECHANICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Nick Pickering, P.E.

75% SUBMITTAL 10/30/2019

100% SUBMITTAL 11/25/2019

ELECTRICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Rick Shields, P.E.

11/25/2019 4:07:43 PM

A100

DEMO PLAN

LCCC SCIENCE BUILDINGEMERGENCY SHOWER1400 E. COLLEGE DRCHEYENNE, WY. 82007

17−07−16

1/8" = 1’−0"A100

1 DEMO PLAN

KEYNOTES

GENERAL NOTES

D01 EXISTING EMERGENCY SHOWER, EYEWASH AND FLOOR DRAIN TO REMAIN.NEW MIXING VALVE, SEE PLUMBING

D02 REMOVE EXISTING WOODEN STORAGE CABINET, SALVAGE TO OWNER.ADJACENET FIRE BLANKET AND EXTINGUISHER TO REMAIN. PATCH ANDPAINT WALL AS NECESSARY TO MATCH ADJACENT AREA. RE−ADHERE WALLBASE AND END PANEL IF NEEDED TO SIDE OF REMAINING WOODENSTORAGE CABINET.

D04 EXISTING OUTLET TO REMAIN

D05 LIMITS OF EXISTING CONCRETE FLOOR SLAB TO BE SAW CUT ANDREMOVED FOR INSTALLATION OF NEW FLOOR DRAIN. COORDINATE WITHPLUMBING

D06 CONTRACTOR TO REMOVE LAY−IN CEILING TILE AS NECESSARY FORPLUMBING ROUTING, REPLACE CEILING TILE, COORDINATE WITH PLUMBING

D07 REMOVE EXISTING BASE CABINET, SALVAGE TO OWNER. PATCH AND PAINTWALL AS NECESSARY TO MATCH ADJACENT AREA.

1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE START OF PROJECT. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ITEMS REMOVED FROM THE WALL AND REINSTALL AT SAME LOCATION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. COORDINATE RELOCATION OF ALL SCIENCE EQUIPMENT AND APPLIANCES WITH LCCC STAFF BEFOREHAND.

3. CONTRACTOR TO VERIFY CONCRETE SLAB IS CLEAN OF ANY SEALER, HARDER CURING MEMBRANE, PAINT, OIL, OR ADHESIVES BEFORE APPLYING FLUID APPLIED URETHANE FLOORING.

4. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AT LOCATIONS WHERE WALL MOUNTED EQUIPMENT IS TO BE INSTALLED.

5. PROTECT EXISTING AND SURROUNDING AREAS DURING INSTALLATION. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED AREAS OUTSIDE OF THE SCOPE OF WORK AT NO COST TO THE OWNER.

6. SAW CUT DIMENSIONS ARE APPROXIMATE. FIELD VERIFY, NOTIFY ARCHITECT IF DISCREPANCIES ARE DISCOVERED.

BIO LAB136

ANATOMY/PHYSOLOGY135

MICROBIOLOGY108

BIO PREP104

MECHANICAL137A

CHEM LAB127

BIOLOGY109

CHEM LAB125

01

01

01

02

02

02

02

03

SHOWER

1’ − 6"

SHOWER

2’ − 8"

SHOWER

5’ − 0"

SHOWER4’ − 5"

N

06

05

06

AREA OF WORK

07

07

07

07

07

07

07

CHEM PREP126A

08

SHOWER

2’ − 3"02

07

06

09

09

09

09

NEW URETHANE FLOORING PATCH, SEE SPECIFICATIONS

FLOORS

NOTE: HATCH INDICATES MATERIAL TYPE AND IS NOT A REPRESENTATION OF INDIVIDUAL MATERIAL COURSING

EXISTING FLOORING TO REMAIN, PROTECT DURING INSTALLATION

NEW EPOXY FLOORING PATCH TO MATCH EXISTING FLOORING,SEE SPECIFICATIONS

NEW VCT FLOORING TO MATCH EXISTING, COORDINATE WITH OWNER/ARCHITECT

TRENCH PATCH, SEE DRAWINGS

EDGE OF SAWCUT CONCRETE. S.O.G.

CONC. S.O.G. ON 4" FREE DRAINAGE GRAVEL. REINFORCE W/ #4 X 2’−0" @ 18" O.C.. EMBEDDED INTO EXIST. SLAB 6" W/HILTI HY150 OR APPROVED EQUAL. STAGGER REINFORCING 12" O.C.

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF DOCUMENTS:This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C. Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777− 1121

Josh Schmidt, AIA Associate PrincipalZandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVECHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY COLLEGE

CONTACT PERSON(S):

1820 Dillon AveSuite 200ACheyenne, WY 82001

P: 307−632−3144

MECHANICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Nick Pickering, P.E.

75% SUBMITTAL 10/30/2019

100% SUBMITTAL 11/25/2019

ELECTRICAL ENGINEER:

Wood920 E. Sheridan Street, Suite ALaramie, WY 82070303−919−2184

Contact Person(s):Rick Shields, P.E.

11/25/2019 4:07:46 PM

A101

FLOOR, FINISH AND

DIMENSION PLAN

LCCC SCIENCE BUILDINGEMERGENCY SHOWER1400 E. COLLEGE DRCHEYENNE, WY. 82007

17−07−16

1/8" = 1’−0"A101

1 FLOOR PLAN

KEYNOTES

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE START OF PROJECT. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ITEMS REMOVED FROM THE WALL AND REINSTALL AT SAME LOCATION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. COORDINATE RELOCATION OF ALL SCIENCE EQUIPMENT AND APPLIANCES WITH LCCC STAFF BEFOREHAND.

3. CONTRACTOR TO VERIFY CONCRETE SLAB IS CLEAN OF ANY SEALER, HARDER CURING MEMBRANE, PAINT, OIL, OR ADHESIVES BEFORE APPLYING FLUID APPLIED URETHANE FLOORING.

4. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AT LOCATIONS WHERE WALL MOUNTED EQUIPMENT IS TO BE INSTALLED.

5. PROTECT EXISTING AND SURROUNDING AREAS DURING INSTALLATION. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED AREAS OUTSIDE OF THE SCOPE OF WORK AT NO COST TO THE OWNER.

6. SAW CUT DIMENSIONS ARE APPROXIMATE. FIELD VERIFY, NOTIFY ARCHITECT IF DISCREPANCIES ARE DISCOVERED.

01 EXISTING EMERGENCY SHOWER, EYEWASH AND FLOOR DRAIN TO REMAIN. NEWMIXING VALVE, COORDINATE WITH PLUMBING

02 NEW EMERGENCY SHOWER, EYEWASH STATION, AND FLOOR DRAIN. REFERENCEPLUMBING

03 EXISTING BOILER TO BE REUSED, REFERENCE PLUMBING.

05 LIMITS OF NEW URETHANE FLOORING PATCH TO MATCH EXISTING EPOXYFLOORING. PROVIDE SEAMLESS, LEVELED TRANSITION BETWEEN PATCH ANDEXISTING FLOORING. SEE SPECIFICATIONS AND REFERENCE PLUMBING

06 LIMITS OF NEW URETHANE FLOORING PATCH. PROVIDE SEAMLESS, LEVELEDTRANSITION BETWEEN PATCH AND EXISTING FLOORING. SEE SPECIFICATIONS ANDREFERENCE PLUMBING

07 CONTRACTOR TO REMOVE LAY−IN CEILING TILE AS NECESSARY FOR PLUMBINGROUTING, REPLACE CEILING TILE, COORDINATE WITH PLUMBING

08 LIMITS OF VCT FLOORING REMOVAL. REFERENCE PLUMBING

09 NEW WALL VENT, REFERENCE PLUMBING. AFTER INSTALLATION, PATCH AND PAINTWALL AS NECESSARY TO MATCH ADJACENT AREA.

FINISH LEGEND

3/4" = 1’−0"TYPICAL SLAB REPLACEMENT

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF

DOCUMENTS:

This document and the ideas and designs

incorporated herein, as an instrument of

professional service, is the property of Tobin &

Associates, P.C. Tobin & Associates, P.C. are

the author of this document and retain all

common law, statutory and other reserved

rights, including copyright. This document is

not to be used, in whole or part, for any other

project without the written authorization of

Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777- 1121

Josh Schmidt, Associate Principal

Zandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVE

CHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY

COLLEGE

CONTACT PERSON(S):

1820 Dillon Ave

Suite 200A

Cheyenne, WY 82001

P: 307-632-3144

MECHANICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

303-919-2184

Contact Person(s):

Nick Pickering, P.E.

ELECTRICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

307-275-0722

Contact Person(s):

Rick Shields, P.E.

LCCC SCIENCE BUILDINGEMERGENCY SHOWER

10/30/201975% SUBMITTAL

11/25/2019100% SUBMITTAL

P000

Plumbing Cover Sheet

ABBREVIATIONS GENERAL NOTESPLUMBING SYMBOLS

INDEX OF DRAWINGS

VALVES AND SPECIALTIES

SECTION 15000 - GENERAL MECHANICAL REQUIREMENTS

1.1 SCOPE OF WORK

A. WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIALS NECESSARY FOR THE

INSTALLATION OF COMPLETE AND OPERATING MECHANICAL SYSTEMS.

1.2 CODES AND REQUIREMENTS

A. ALL MECHANICAL WORK SHALL COMPLY WITH CURRENT STATE AND LOCAL BUILDING CODES,

THE INTERNATIONAL MECHANICAL CODE, THE INTERNATIONAL FIRE CODE, APPLICABLE

PUBLICATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) SUCH AS NFPA 54

(THE NATIONAL FUEL GAS CODE), AND APPROPRIATE SMACNA MANUALS AND ASHRAE

STANDARDS.

B. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GENERAL CONDITIONS,

SUPPLEMENTAL GENERAL CONDITIONS OF THE PROJECT SPECIFICATIONS, ALL CONTRACT

DOCUMENTS, AND ANY BASE BUILDING SPECIFICATIONS AND BUILDING CRITERIA INCLUDED IN

THIS PROJECT.

C. DRAWINGS ARE DIAGRAMMATIC IN NATURE. TAKE ALL DIMENSIONS FROM ARCHITECTURAL

DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS, AND FROM THE STRUCTURE ITSELF BEFORE

FABRICATING ANY WORK.

D. THE DRAWINGS INDICATE THE LOCATION, TYPE AND SIZES OF VARIOUS UTILITIES WITHIN THE

SITE WHERE KNOWN. ANY RELOCATION OR REMODELING REQUIRED MUST BE APPROVED BY

THE ARCHITECT BEFORE PROCEEDING. INVESTIGATE ALL UTILITIES SUCH AS GAS AND WATER

AND MAKE ARRANGEMENTS WITH THE PROPER AUTHORITY TO PAY FOR ANY CHARGES

ASSOCIATED WITH CONNECTING THOSE UTILITIES.

E. GOOD WORKMANSHIP AND APPEARANCE ARE CONSIDERED EQUAL TO PROPER OPERATION.

F. PROVIDE ALL CORE DRILLING, CHANNELING, CUTTING, PATCHING, TRENCHING AND BACKFILL

AS REQUIRED FOR INSTALLATION OF MECHANICAL EQUIPMENT. SEAL HOLES, FIREPROOFING

WHERE NECESSARY, AND REFINISH ALL REPAIR WORK TO ORIGINAL CONDITION WHERE

DAMAGED BY MECHANICAL WORK.

G. MAKE PROVISIONS FOR SAFE DELIVERY AND SECURE STORAGE OF ALL MATERIALS.

H. OBTAIN AND ARRANGE FOR ALL PERMITS AND APPROVALS REQUIRED FOR THE EXECUTION OF

THE WORK AND PAY ALL ASSOCIATED FEES.

I. ALL EQUIPMENT AND PRODUCTS TO BE THOROUGHLY CLEANED AT THE COMPLETION OF THE

WORK WITH ALL STICKERS, MARKINGS, ETC. REMOVED. REMOVE ALL RUBBISH, DEBRIS,

SCRAPS, ETC. FROM THE JOB SITE.

J. THE BALANCING OF THE SYSTEM SHALL BE PART OF THIS CONTRACT, INCLUDE IN BID THE

COST OF BALANCING AND ADJUSTING. THE AIR AND HYDRONIC DISTRIBUTION SYSTEMS

SHALL BE BALANCED TO THE AIR QUANTITIES LISTED AND A REPORT SHALL BE SUBMITTED TO

THE ENGINEER. THE BALANCING CONTRACTOR SHALL BE NEBB CERTIFIED AND REPORTS

SHALL BE SUBMITTED ON STANDARD NEBB FORMS. FIRMS WITHOUT NEBB CERTIFICATION ARE

REQUIRED TO PRIOR APPROVE IN ORDER TO BID.

K. PROVIDE THE ARCHITECT WITH ONE CLEAN SET OF PLANS AND SPECIFICATIONS CORRECTED

UP-TO-DATE AS JOB PROGRESSES. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR

ALL EQUIPMENT PROVIDED FOR THIS PROJECT. MANUALS TO INCLUDE ASSEMBLY DIAGRAMS

REGULAR MAINTENANCE, TROUBLESHOOTING INFORMATION, AND PERFORMANCE DATA FOR

EQUIPMENT. ALL DIAGRAMS AND CUTSHEETS SHALL BE ORIGINAL MANUFACTURER'S

LITERATURE. VERIFY WITH ARCHITECTURAL DIVISION REQUIREMENTS AND COPIES FOR THE

O&M MANUALS.

1.3 FLUSHING AND CLEANING

A. BEFORE FINAL CONNECTIONS ARE MADE IN THE PIPING SYSTEMS, SYSTEMS SHALL BE BLOWN

OUT WITH AIR AND THEN COMPLETELY WASHED OUT WITH CLEANING COMPOUNDS

COMPATIBLE WITH FINAL FLUID TO AVOID CONTAMINATION. THE SYSTEMS SHALL THEN BE

FLUSHED FOR THE COMPLETE REMOVAL OF ALL FOREIGN MATERIALS. FURNISH ALL

TEMPORARY CONNECTIONS, VALVES, ETC., REQUIRED FOR THIS PURPOSE.

B. AFTER FLUSHING, STERILIZE THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH AWWA

STANDARD C651-86, DISINFECTING WATER MAINS, AND ALL SUBSEQUENT ADDENDA. AFTER

MINIMUM CONTACT PERIOD, FLUSH THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL

CHLORINE IS NO GREATER THAN THE CITY WATER. SUBMIT TO THE ARCHITECT, WRITTEN

CERTIFICATION THAT STERILIZATION HAS BEEN PERFORMED AND INCLUDE A COPY IN

OPERATION AND MAINTENANCE MANUALS. PROVIDE A TEST ANALYSIS BY THE STATE HEALTH

DEPARTMENT OF A RANDOM WATER SAMPLE, IF REQUESTED BY THE ARCHITECT.

1.4 WARRANTY

THE MECHANICAL CONTRACTOR SHALL PROVIDE TO THE OWNER A ONE_YEAR (FROM THE

DATE OF FINAL ACCEPTANCE) WARRANTY OF ALL MECHANICAL EQUIPMENT AND SYSTEMS

PROVIDED UNDER THIS CONTRACT. ALL DEFECTIVE EQUIPMENT OR MATERIALS WHICH

APPEAR DURING THE WARRANTY PERIOD SHALL BE REPLACED OR REPAIRED BY THE

MECHANICAL CONTRACTOR IN A TIMELY FASHION.

PART 2 PRODUCTS

2.1 EQUIPMENT

A. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT ACCESSORIES NECESSARY WHETHER

SPECIFICALLY STATED OR NOT TO MAKE THE REQUIRED MECHANICAL SYSTEMS COMPLETE

AND OPERATIONAL.

B. ALL EQUIPMENT PROVIDED SHALL BE NEW EXCEPT AS OTHERWISE STATED ON THE

DRAWINGS. ALL EQUIPMENT PROVIDED SHALL BE ACCEPTABLE FOR INSTALLATION BY THE

LOCAL BUILDING AUTHORITY.

C. THE EQUIPMENT SCHEDULES PROVIDE MANUFACTURER AND MODEL NUMBER. THIS SERVES

AS THE STANDARD OF QUALITY FOR MODELS BY DIFFERENT MANUFACTURERS. THE BELOW

SPECIFICATION ALLOWS FOR DIFFERENT MANUFACTURERS TO BE USED FOR THE EQUIPMENT

SPECIFIED, HOWEVER, REFER TO THE ARCHITECTURAL SPECIFICATIONS FOR SUBSTITUTIONS

BY MANUFACTURERS OTHER THAN THOSE LISTED IN THE SPECIFICATIONS. WHERE NO

EQUIPMENT SPECIFICATION IS PROVIDED THE SCHEDULED EQUIPMENT MANUFACTURER

SHALL SERVE AS THE BASIS OF DESIGN AND ANY SUBSTATIONS SHALL MEET THE QUALITY

STANDARD SET BY THE BASIS OF DESIGN.

D. PERFORMANCE SPECIFICATION. WHEN ANY ITEM IS SPECIFIED BY REQUIREMENT TO MEET A

PERFORMANCE, INDUSTRY OR REGULATING BODY STANDARD OR IS SPECIFIED BY A GENERIC

SPEC, (NO MANUFACTURER'S NAME LISTED) NO PRIOR APPROVAL BY THE CONSULTING

MECHANICAL ENGINEER IS NEEDED UNLESS SPECIFICALLY CALLED FOR IN THESE

SPECIFICATIONS.

E. CONTRACTOR TO BE RESPONSIBLE FOR ANY CHANGES AND COSTS TO ACCOMMODATE ANY

EQUIPMENT EXCEPT THE MANUFACTURER LISTED IN THE EQUIPMENT SCHEDULES. IF NO

SCHEDULES ARE INCLUDED ON THE DRAWING THAN THE FIRST NAMED IN THE SPECIFICATION

IS THE STANDARD OF DESIGN.

2.2 PIPE AND DUCTWORK PENETRATIONS

A. WHERE HORIZONTAL DUCTS AND PIPE PASS THROUGH WALLS AND VERTICAL DUCTS AND

PIPES PASS THROUGH FLOORS OR ROOFS SEAL OFF VOID BETWEEN OPENING AND DUCT, OR

PIPE AND SLEEVE. ALL PENETRATIONS OF EXTERIOR WALL BELOW GRADE SHALL BE SEALED

WATERTIGHT. ALL PENETRATIONS OF EXTERIOR WALLS ABOVE GRADE SHALL BE SEALED

WEATHER TIGHT.

B. WHEREVER ANY PIPE, DUCT, CONDUIT, STEEL MEMBER, BRACKET, EQUIPMENT OR OTHER

MATERIAL PENETRATES OR PASSES THROUGH FIRE_RESISTANT WALL, CEILING OR FLOOR,

COMPLETELY SEAL VOIDS IN CONSTRUCTION WITH NON-HARDENING CAULK OR OTHER FIRE

RESISTANT MATERIAL AS APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. EMBED

SEALING MATERIAL FULL THICKNESS OF MATERIAL BEING PENETRATED. SEALANTS USED AT

PENETRATIONS OF ITEMS WHICH CAN BE CONSUMED IN A FIRE SHALL BE INTUMESCENT AND

SHALL BE INSTALLED SO AS TO FILL THE VOID LEFT IF PENETRANT IS CONSUMED. SEALANTS

TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHALL HAVE

BEEN TESTED IN ACCORDANCE WITH ASTM E-814 AND CLASSIFIED BY WALROCK HERSEY.

2.5 PLUMBING FIXTURES

A. PLUMBING FIXTURES SHALL BE PROVIDED AND INSTALLED COMPLETE IN ALL RESPECTS

INCLUDING SUCH ITEMS AS ESCUTCHEONS, HANGER PLATES, BOLTS, SUPPLIES, STOPS,

TRAPS, ETC.

B. SECURE FIXTURES TO WALLS AND FLOOR OR COUNTERTOPS IN ACCORDANCE WITH FINISH,

FINISHED WITH CHROME ESCUTCHEONS WHERE THEY PROJECT FROM WALLS AND

INSTALLATION.

C. ALL PIPE AT THE FIXTURES WHICH MAY BE EXPOSED TO VIEW SHALL BE BRASS CHROME

FINISH, FINISHED WITH CHROME ESCUTCHEONS WHERE THEY PROJECT FROM WALLS AND

FLOORS.

D. PLUMBING FIXTURES AND TRIM AS SCHEDULED OR AN APPROVED EQUIVALENT.

2.6 ELECTRICAL WIRING OF MECHANICAL DEVICES

A. ALL WIRING SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE (LATEST EDITION), LOCAL

CODES AND THE ELECTRICAL DIVISION OF THESE SPECIFICATIONS. ALL CONTROL INTERLOCKS

AND CONTROL PANELS SHALL BE WIRED UNDER DIVISION 15, EXCEPT CONTROL WIRING DONE

AT FACTORY OR SPECIFICALLY SHOWN TO BE BY DIVISION 16 AND 120V POWER CIRCUITS TO

EACH CONTROL PANEL OR JUNCTION BOX SHOWN ON THE PLANS AND SCHEDULES. POWER

CIRCUITS SHALL BE PROVIDED UNDER DIVISION 16.

B. INSTALLATION OF WIRING, CABLE, CONDUIT, ETC SHALL CONFORM TO DIVISION 16. IN CASE OF

CONFLICT BETWEEN THIS DIVISION AND DIVISION 16, THE MOST STRINGENT REQUIREMENTS

SHALL BE MET.

C. ALL WIRING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL TO

BUILDING LINES AND SUSPENDED NEATLY FROM THE OVERHEAD STRUCTURE (DO NOT LAY

WIRING ON TOP OF CEILING TILES. ALL WIRING SHALL BE RUN IN METALLIC CONDUIT

(FLEXIBLE CONDUIT SHALL BE LIMITED TO 3 FOOT LENGTHS MAXIMUM), TUBING OR RACE-

WAYS.

D. EXCEPTIONS: NEC CLASS 2 LOW VOLTAGE WIRING WHERE NOT EXPOSED TO VIEW SUCH AS

ABOVE SUSPENDED CEILINGS, IN SHAFTS, ETC., MAY BE RUN IN CABLE TESTED IN

ACCORDANCE WITH TEST METHODS OF NFPA 262 FOR INSTALLATION IN ENVIRONMENTAL AIR

PLENUMS OR STANDARD CABLE WHEN NOT EXPOSED IN ENVIRONMENTAL AIR PLENUMS.

E. LOW VOLTAGE WIRING. ALL CONTROL DEVICES AND PANELS CONTAINING LOW VOLTAGE

POWER SOURCES SHALL INHERENTLY COMPLY WITH NEC CLASS 2 REQUIREMENTS (CURRENT

LIMITING), OR SHALL BE SUPPLIED WITH BRANCH CIRCUIT FUSING TO LIMIT CONTROL CIRCUIT

CURRENT TO NEC CLASS 2. ALL CONTROL TRANSFORMERS SHALL BE OF THE INHERENT

CURRENT LIMITING TYPE, OR SHALL BE INSTALLED WITH PRIMARY DISCONNECT OR OVERLOAD

PROTECTION.

F. ALL LOW VOLTAGE CONDUCTORS SHALL BE 18-AWG MINIMUM EXCEPT FOR LONG RUNS

WHERE WIRE SHOULD BE UP SIZED AS RECOMMENDED BY MANUFACTURER.

SECTION 15250 - INSULATION

1.1 MATERIALS

A. DOMESTIC COLD WATER PIPE, VALVES AND FITTINGS.

1. INSULATE WITH U.L. APPROVED, FLAME RESISTANT, WHITE VAPOR BARRIER JACKETED,

GLASS FIBER SNAP-ON INSULATION 1/2" THICK. INSULATE VALVES AND FITTINGS WITH

GLASS FIBER BLANKET INSULATION AND PREMOLDED PVC COVERS (COVERS TO BE U.L.

25/50 RATED). WHERE THE USE OF PVC COVERS IN PLENUMS, ETC., IS RESTRICTED BY

VARIOUS CODES VALVES AND FITTINGS SHALL BE INSULATED BY WRAPPING WITH

BLANKET INSULATION. COVER BLANKETS TO SAME DEPTH AS THE PIPE INSULATION WITH

INSULATING CEMENT, TROWELED SMOOTH. IT IS THE CONTRACTOR'S AND

MANUFACTURER'S RESPONSIBILITY TO ASSURE THEMSELVES THAT THE CODE AUTHORITY

WILL APPROVE ANY PRODUCT TO BE INSTALLED ON THE PROJECT. MAXIMUM K-VALUE

SHALL BE 0.24 BTU-IN/HR-SQ FT/DEGREES.

B. DOMESTIC HOT WATER PIPING AND FITTINGS.

1. ALL HOT WATER SUPPLY LINES AND CIRCULATING WATER LINES INSULATE WITH U.L.

APPROVED, FRAME RESISTANT, WHITE ALL SERVICE JACKETED, GLASS FIBER SNAP-ON

PIPE INSULATION 1" THICK. INSULATE FITTINGS WITH GLASS FIBER BLANKET INSULATION

AND PREMOLDED PVC COVERS. MAXIMUM K-VALUE SHALL BE 0.24 BTU-IN/HR-SQ

FT/DEGREES.

SECTION 15400 - PLUMBING

PART 2 - PRODUCTS

2.1 WATER PIPING MATERIALS

A. PIPING INSIDE BUILDING

PIPING FROM THE SERVICE TERMINATION THROUGHOUT THE REST OF THE BUILDING,FOR

NON_BURIED LINES; TYPE "L", HARD DRAWN COPPER, WROUGHT COPPER FITTINGS AND LEAD

FREE SOLDER: 96_4 (TIN/SILVER), SILVABRITE 100 OR CANFIELD 100% WATERSAFE (SILVER_TIN

COPPER). WHERE COPPER TUBE IS JOINED TO BRASS OR BRONZE, USE BCUP2

CLASSIFICATION BRAZING ALLOY.

B. VALVES AND SPECIALTY SCHEDULE

1. GATE VALVES

2” AND SMALLER: BRONZE, CLASS 150, 300 PSI W.O.G. SCREWED OR SOLDER; 2-1/2" AND

LARGER: IRON OR CAST STEEL BODY, BRONZE TRIM, CLASS 125, 200 PSI W.O.G. FLANGED.

2. BALL VALVES

2-1/2” AND SMALLER: BRONZE, TWO PIECE OR UNI-BODY FULL PORT WITH CHROME PLATED

BALL, REINFORCED TFE SEATS AND STUFFING BOX, LEVER HANDLE AND SCREWED OR

SOLDER ENDS. 400 PSI W.O.G., 150 PSI SATURATED STEAM. 3" AND LARGER: CARBON

STEEL, UNI-BODY, FULL PORT WITH CHROME PLATED BALL VALVE, REINFORCED TFE

SEATS AND SEALS, LEVER HANDLE AND ANSI CLASS 150 FLANGED ENDS. 285 PSI W.O.G.,

150 PSI SATURATED STEAM.

3. CHECK VALVES

2” AND SMALLER: BRONZE, CLASS 150, 300 PSI W.O.G. SCREWED OR SOLDER; 2_1/2" AND

LARGER: IRON BODY, BRASS TRIM, CLASS 125, 200 PSI W.O.G., FLANGED.

4. PRESSURE GAUGES

3” DIAL, BRONZE BOURDON TUBE WITH 1/4" PIPE THREAD BOTTOM MOUNT, STEEL

CASE, WHITE FACE WITH BLACK LETTERING, SCREWDRIVER CALIBRATION. ACCURACY TO

BE 1% OF FULL SCALE. PRESSURE RANGES TO BE APPROXIMATELY DOUBLE THE

EXPECTED WORKING PRESSURE OF THE SERVICE. BRASS LEVER HANDLED COCK OR

NEEDLE VALVE, AND PIGTAIL. U.S. GAUGE FIGURE 5801, DANTON 101, WEISS OR

EQUIVALENT BY ASHCROFT, DWYER, FOXBORO, MARSH, MARSHALLTOWN, MILJOCO,

MUELLER BRASS, WIKA OR MERIAM.

5. THERMOMETERS

MULTI-ANGLE, SOLAR POWERED WITH DIGITAL READOUT. ACCURACY TO BE 1% OF SCALE

OR BETTER. DISPLAY SHALL HAVE MINIMUM ½” TALL NUMBERS. UNIT SHALL BE ABLE TO

BE SWITCHED IN THE FIELD BETWEEN FARENHEIT AND CENTIGRADE. MILJOCO CDX,

WEISS DVB OR EQUIVALENT BY WIKES, WEKSLER OR WIKA.

6. DIELECTRIC NIPPLES OR COUPLINGS AND FLANGES

NIPPLE RATED FOR 250 PSI WITH GALVANIZED OR PLATED STEEL THREADED END, COPPER

SOLDER END AND IMPERVIOUS ISOLATION GASKET APPROVED FOR USE ON GAS, OIL, AIR

AND WATER LINES. COUPLINGS APPROVED FOR USE ON GAS, OIL AND WATER LINES AND

ABLE TO WITHSTAND HYDROSTATIC TEST PRESSURES OF 1000 PSI AT 250°F WITH AN

INERT, NONCONDUCTIVE LAMINATE MATERIAL AND THREADED TO NPS STANDARDS.

FLANGES TO BE COMPLETE WITH INSULATED BOLT SHEAVES, WASHERS AND GASKETS.

7. STRAINERS

2” AND SMALLER: 250 LB. BRONZE OR CAST IRON "Y" TYPE SCREWED WITH STAINLESS

STEEL SCREEN. 2_1/2" AND LARGER: 250 LB. CAST IRON "Y" TYPE FLANGED WITH

STAINLESS STEEL SCREEN.

8. PRESS. TEMP. TAPS

1/2” NPT, NORDEL OR EPDM CORE, PETERSON EQUIPMENT COMPANY #710, SISCO

BNO-500, OR HYDRO-TEMP, MGP/T OR EQUIVALENT.

2.2 SANITARY WASTE AND VENT MATERIALS (TO 5 FT. OUTSIDE BLDG.)

A. PIPING MATERIAL

1. SANITARY WASTE AND VENT LINES

a. BELOW GRADE TO A DISTANCE OF 5 FT. FROM THE BUILDING:

(1) COATED SERVICE WEIGHT CAST IRON WITH BELL AND SPIGOT FITTINGS WITH

ELASTOMERIC JOINTS (ASTM C564 GASKETS) OR COATED HUBLESS CAST IRON

WITH GASKET (ASTM C564) TYPE 304 STAINLESS STEEL SHIELD AND WORM DRIVE

AND CLAMP FITTINGS OR CAST IRON COUPLINGS WITH TYPE 304 STEEL BOLTS

AND GASKETS (ASTM C564) APPROVED FOR BELOW GRADE APPLICATIONS AND

INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FROM THIS

POINT ON, MATERIAL SHALL BE AS SPECIFIED UNDER "BUILDING SANITARY

SEWER"

(2) BELOW GRADE WASTE AND VENT PIPING MAY BE SCHEDULE 40 ABSDWV PLASTIC

PIPE AND FITTING (ASTM D2661) OR SCHEDULE 40 PVC-DWV PLASTIC PIPE AND

FITTINGS (ASTM D2665). ALL PIPE AND FITTINGS SHALL BEAR NFS-DWV MARK AND

SHALL BE JOINED WITH SOLVENT WELD JOINTS AS RECOMMENDED BY THE

MANUFACTURER.

b. ABOVE GRADE: SERVICE WEIGHT CAST IRON WITH BELL AND SPIGOT FITTINGS WITH

ELASTOMERIC JOINTS (ASTM C564 GASKETS), HUBLESS CAST IRON WITH GASKET

(ASTM C564) AND STAINLESS STEEL SHIELD AND WORM DRIVE CLAMP FITTINGS

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, OR DWV COPPER WITH

WROUGHT COPPER OR CAST BRASS FITTINGS USING 95-5 (TIN/ANTIMONY) SOLDER

JOINTS.

2.4 FIXTURES AND EQUIPMENT

A. SEE PLUMBING FIXTURE AND EQUIPMENT SCHEDULE

PART 3 - EXECUTION

3.1 WATER PIPING

A. INSIDE BUILDING

1. RUN PIPING AS DIRECT AS POSSIBLE TO REQUIRED CONNECTIONS, AND SLOPE TO DRAIN

VALVES AT LOW POINTS FOR COMPLETE SYSTEM DRAINDOWN. LOCATE DRAIN VALVES AT

ACCESSIBLE POINTS WITHIN THE SYSTEM.

B. VALVES AND SPECIALTIES.

1. GATE VALVES, PLUG VALVES, BALL VALVES OR BUTTERFLY VALVES MAY BE USED FOR

SHUT_OFF SERVICE. VALVES UTILIZING LEVER HANDLES SHALL BE INSTALLED TO ALLOW

COMPLETE OPEN TO CLOSE VALVE OPERATION WITHOUT INTERFERENCE OF STRUCTURE,

INSULATION, ETC.

2. BALL, BUTTERFLY OR GLOBE VALVES SHALL BE USED FOR BALANCING SERVICE. ALL

VALVES USED FOR BALANCING SERVICE SHALL HAVE ADJUSTABLE MEMORY STOPS.

3. VALVES USED IN INSULATED PIPING SYSTEMS SHALL HAVE EXTENDED NECKS AS

REQUIRED FOR PROPER AND EASY OPERATION AFTER VALVE IS INSULATED.

4. PROVIDE UNIONS AT CONNECTIONS TO FIXTURES AND EQUIPMENT INCLUDING VALVES

WHEN UNION TRIM IS NOT FURNISHED AS A STANDARD PART OF THE EQUIPMENT TRIM OR

WHERE ITEMS CANNOT BE REMOVED FROM LINE WITHOUT UNIONS.

5. DIELECTRIC NIPPLES SHALL BE USED AT ALL CONNECTIONS OF FERROUS MATERIAL TO

NON_FERROUS MATERIAL. COUPLINGS CAN BE USED WHEREVER UNIONS ARE NOT

REQUIRED.

6. PRESSURE GAUGES, THERMOMETERS, AND PRESS/TEMP. TAPS ARE TO BE USED

WHEREVER SHOWN ON DRAWINGS. PRESS/TEMP. TAPS AND PRESSURE GAUGES SHALL

BE LOCATED IN AN ACCESSIBLE POSITION AND IMMEDIATELY BEFORE AND AFTER

EQUIPMENT WITH NO VALVE OR FITTING BETWEEN TAP OR GAUGE AND EQUIPMENT.

INSTALL PRESSURE GAUGE WITH ISOLATION VALVE AND DRAIN VALVE BETWEEN GAUGE

AND ISOLATION VALVE AND INSTALL PRESSURE SNUBBER OR NEEDLE VALVE IN SERVICES

WITH RAPID PRESSURE PULSES. USE THERMAL WELLS WITH HEAT TRANSFER

ENHANCEMENT COMPOUND FOR THERMOMETERS.

3.2 SOIL, WASTE, VENT (TO 5 FT. OUTSIDE BUILDING)

A. GENERAL

1. MAIN WASTE LINES WITHIN THE BUILDING; PROVIDE A UNIFORM FALL OF NOT LESS THAN

ONE INCH IN EIGHT FEET.

2. BRANCHES; PROVIDE A UNIFORM FALL OF NOT LESS THAN ONE INCH IN FOUR FEET FOR 3"

AND SMALLER AND ONE INCH IN EIGHT FEET FOR SIZES 4" AND LARGER.

3. HORIZONTAL LINES SUSPENDED FROM STRUCTURE; PROVIDE HANGERS AT FIVE FEET

INTERVALS OR WHEREVER NECESSARY TO INSURE PROPER GRADING.

4. FIXTURES; VENT IN ACCORDANCE WITH SOUND PLUMBING PRACTICE AND APPLICABLE

CODES. DO NOT INSTALL VENTS WITHIN TWO FEET OF ROOF EDGE, PARAPET OR WALL

LINE OF AN "ON THE ROOF" STRUCTURE.

5. PROVIDE CLEANOUT OUTSIDE THE BUILDING WHERE SANITARY SEWER EXITS THE

BUILDING NEAR THE CONNECTION BETWEEN THE BUILDING SEWER AND BUILDING DRAIN.

B. CLEANOUTS

INSTALL FULL SIZE BRASS CLEANOUT PLUGS ON PIPES UP TO 4" IN SIZE AND 4" CLEANOUTS ON

4" AND LARGER PIPES, WHEREVER PIPES CHANGE DIRECTION 45 DEGREES OR MORE OR

OTHERWISE REQUIRE CLEANOUTS FOR PROPER CLEANING OF ENTIRE DRAINAGE SYSTEMS.

ALL WALL CLEANOUTS SHALL BE LOCATED 4" TO 6" ABOVE FLOOR UNLESS CLEANOUT WOULD

FALL BEHIND PERMANENT CASEWORK, THEN LOCATE AT 4'-6" ABOVE FLOOR. PROVIDE

CLEANOUTS AT 50 FEET MAXIMUM INTERVALS FOR PIPE 4" AND LESS IN SIZE, 100 FEET

INTERVALS FOR 5" PIPE AND LARGER. CLEANOUTS TO HAVE BRASS PLUGS WITH CHROME

PLATED COVER PLATES FOR WALLS, SCORIATED BRASS COVER FOR FLOOR INSTALLED FLUSH

WITH FLOOR AND BRASS COVER WITH CARPET RING FOR CARPETED AREA, FLUSH WITH

CARPET. SUBMIT PROPOSED LOCATIONS OF ALL CLEANOUTS FOR APPROVAL PRIOR TO

INSTALLATION.

3.4 FIXTURES AND EQUIPMENT

A. FIXTURES

1. INSTALL ALL FIXTURES AND ROUGH IN ACCORDING TO THE FIXTURES ACCEPTED.

2. ALL FIXTURES SHALL BE SECURED TO WALLS AND FLOOR OR COUNTERTOPS IN

ACCORDANCE WITH MANUFACTURER'S ROUGHING IN AND SETTING REQUIREMENTS TO

FORM A RIGID INSTALLATION.

3. ALL PIPE AT THE FIXTURES, WHICH MAY BE EXPOSED TO VIEW, SHALL BE BRASS CHROME

FINISH, FINISHED WITH CHROME ESCUTCHEONS WHERE THEY PROJECT FROM WALLS AND

FLOORS.

4. STOP VALVES SHALL BE FURNISHED AND INSTALLED AT ALL FIXTURES AND AT ROUGH IN

LOCATIONS. STOP VALVES SHALL BE FURNISHED AND INSTALLED AT ALL EQUIPMENT

LOCATIONS..

5. INTEGRAL VACUUM BREAKERS SHALL BE PROVIDED AT ALL OUTLETS WITH HOSE

CONNECTIONS.

6. CONTRACTOR SHALL FILL GAP BETWEEN WALL AND ALL FIXTURES LOCATED AGAINST THE

WALL WITH WHITE SILICON SEALANT WITH "COVED" FINISH.

B. VALVING

INSTALL SHUT OFF VALVES FOR ALL PLUMBING GROUPS OF MORE THAN 4 FIXTURES. PROVIDE

ISOLATION VALVES AT EACH BRANCH TAKE-OFF FROM THE MAIN.

C. WATER HEATER

MAKE CONNECTIONS BETWEEN WATER HEATER AND DOMESTIC WATER PIPING SYSTEM WITH

DIELECTRIC UNIONS. FURNISH AND INSTALL COPPER DRAIN PIPING FROM TEMPERATURE AND

PRESSURE RELIEF VALVE FOR WATER HEATER. DRAIN PIPING TO BE SAME SIZE AS RELIEF

VALVE OUTLET AND EXTENDED TO FLOOR DRAIN.

D. TEST PLUGS

PROVIDE TEST PLUGS IN FLOOR DRAINS AT THE TIME OF INSTALLATION. LEAVE TEST PLUGS IN

PLACE FOR THE DURATION OF CONSTRUCTION.

E. SHOCK ABSORBERS

ISOLATE EACH ABSORBER WITH A BALL VALVE. PLACE IN ACCESSIBLE LOCATION NOT MORE

THAN 6" FROM ACCESS DOOR. PROVIDE ACCESS DOORS AS REQUIRED. SELECTION OF SHOCK

ABSORBER SIZE SHALL BE BASED ON FIXTURE UNITS SHOWN ON THE DRAWINGS.

3.5 FLASHINGS

A. PROVIDE FLASHING AS RECOMMENDED BY ROOFING MANUFACTURER FOR EACH VENT.

3.6 ADJUSTING AND CLEANING

A. MAKE FINAL ADJUSTMENT OF TEMPERING VALVES UNDER MAXIMUM FLOW CONDITIONS TO

DISCHARGE TEMPERATURE CALLED FOR IN THESE SPECIFICATIONS.

B. CLEAN STRAINERS, TRAPS, AERATORS, AND VALVES OF DEBRIS, SAND AND DIRT.

C. AT COMPLETION, THOROUGHLY CLEAN PLUMBING FIXTURES AND EQUIPMENT.

D. ADJUST FLUSH VALVES, FAUCETS, SHOWERS, BUBBLERS FOR PROPER FLOW, AFTER

CLEANING AND FLUSHING OPERATIONS ARE ACCOMPLISHED.

E. UPON COMPLETION OF WATER HEATER INSTALLATION, VERIFY SATISFACTORY CONTROL

OPERATION UNDER MAXIMUM DEMAND OPERATION AS RECOMMENDED BY MANUFACTURER.

ADJUST DISCHARGE WATER TEMPERATURE. MAKE CONTROL ADJUSTMENTS REQUIRED.

F. ADJUST BALANCING VALVES IN DOMESTIC HOT WATER RECIRCULATION LINES TO INSURE

QUICK DELIVERY OF HOT WATER TO FIXTURES. SET MEMORY STOPS.

AutoCAD SHX Text
AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE ALT ALTITUDE ALTITUDE BHP BRAKE HORSEPOWER BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BRITISH THERMAL UNIT C COMMON PORT COMMON PORT CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE SCFM CFM, STANDARD CONDITIONS CFM, STANDARD CONDITIONS CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH Cv COEFFICIENT, VALVE FLOW COEFFICIENT, VALVE FLOW dB DECIBEL DECIBEL DB DRY BULB DRY BULB DCW DOMESTIC COLD WATER DOMESTIC COLD WATER DEG OR ° DEGREE DEGREE DHW DOMESTIC HOT WATER DOMESTIC HOT WATER DIA DIAMETER DIAMETER DN DOWN DOWN (E) EXISTING EXISTING EAT ENTERING AIR TEMP. ENTERING AIR TEMP. EFF EFFICIENCY EFFICIENCY ELEV ELEVATION ELEVATION ESP EXTERNAL STATIC PRESSURE EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMP. ENTERING WATER TEMP. EXH EXHAUST EXHAUST F FAHRENHEIT FAHRENHEIT FLA FULL LOAD AMPS FULL LOAD AMPS FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FT FOOT, FEET, FEET WATER COLUMN FOOT, FEET, FEET WATER COLUMN FU FIXTURE UNITS FIXTURE UNITS GA GAUGE GAUGE GAL GALLONS GALLONS GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE HD HEAD HEAD HG MERCURY MERCURY HGT HEIGHT HEIGHT HORZ HORIZONTAL HORIZONTAL HP HORSEPOWER HORSEPOWER HR HOUR(S) HOUR(S) HWC HOT WATER CIRCULATING (DOMESTIC) HOT WATER CIRCULATING (DOMESTIC) HZ HERTZ HERTZ ID INSIDE DIAMETER INSIDE DIAMETER IE INVERT ELEVATION INVERT ELEVATION IJS IN JOIST SPACE IN JOIST SPACE IN INCHES INCHES IN W.C. INCHES IN INCHES WATER COLUMN INCHES IN INCHES WATER COLUMN KW KILOWATT KILOWATT KWH KILOWATT HOUR KILOWATT HOUR LAT LEAVING AIR TEMPERATURE LEAVING AIR TEMPERATURE LBS OR # POUNDS POUNDS
AutoCAD SHX Text
LF LINEAR FEET LINEAR FEET LRA LOCKED ROTOR AMPS LOCKED ROTOR AMPS LWT LEAVING WATER TEMPERATURE LEAVING WATER TEMPERATURE MAX MAXIMUM MAXIMUM MBH BTU PER HOUR (THOUSAND) BTU PER HOUR (THOUSAND) MCA MINIMUM CIRCUIT AMPS MINIMUM CIRCUIT AMPS MIN MINIMUM MINIMUM N/A NOT APPLICABLE NOT APPLICABLE N.C. NORMALLY CLOSED NORMALLY CLOSED N.O. NORMALLY OPEN NORMALLY OPEN NC NOISE CRITERIA NOISE CRITERIA NIC NOT IN CONTRACT NOT IN CONTRACT NO OR # NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE OA OUTSIDE AIR OUTSIDE AIR OD OUTSIDE DIAMETER OUTSIDE DIAMETER % PERCENT PERCENT PH OR PHASE (ELECTRICAL) PHASE (ELECTRICAL) PPM PARTS PER MILLION PARTS PER MILLION PRESS PRESSURE PRESSURE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSI ABSOLUTE PSIG PSI GAUGE PSI GAUGE RA RETURN AIR RETURN AIR RECIRC RECIRCULATE RECIRCULATE RH RELATIVE HUMIDITY RELATIVE HUMIDITY RLA RUNNING LOAD AMPS RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE SA SUPPLY AIR SUPPLY AIR SENS SENSIBLE SENSIBLE SL SEA LEVEL SEA LEVEL SP STATIC PRESSURE STATIC PRESSURE SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE STD STANDARD STANDARD TD TEMPERATURE DIFFERENCE TEMPERATURE DIFFERENCE TEMP TEMPERATURE TEMPERATURE THRU THROUGH THROUGH TJO THROUGH JOIST OPENINGS THROUGH JOIST OPENINGS TONS TONS OF REFRIGERATION TONS OF REFRIGERATION TSP TOTAL STATIC PRESSURE TOTAL STATIC PRESSURE TSTAT THERMOSTAT THERMOSTAT TYP TYPICAL TYPICAL V VOLT VOLT VAV VARIABLE AIR VOLUME VARIABLE AIR VOLUME VEL VELOCITY VELOCITY VERT VERTICAL VERTICAL VOL VOLUME VOLUME W WATT WATT WB WET-BULB WET-BULB WPD WATER PRESSURE DROP WATER PRESSURE DROP WT WEIGHT WEIGHT
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FLEXIBLE PIPE CONNECTOR
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FLEXIBLE EQUIPMENT CONNECTOR
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PIPE UNION
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PIPE CAP
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SHUT OFF VALVE IN RISER
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DRAIN VALVE W/ HOSE END
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PLUG OR BALANCING SHUT-OFF VALVE IN RISER
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FLOW CONTROL VALVE W/ CHECK
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STRAINER W/ BLOW-OFF VALVE
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N.O. VALVE W/ LOCKING COVER
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SAFETY OR RELIEF VALVE
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PRESSURE REDUCING VALVE
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PRESSURE - TEMP. TAP
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TEMPERATURE CONTROL VALVE, 3-WAY
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TEMPERATURE CONTROL VALVE, 2-WAY
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PRESSURE GAUGE W/ PIG TAIL & COCK
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S
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VACUUM BREAKER
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THERMOMETER
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MANUAL AIR VENT
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CHECK VALVE
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SHUT-OFF VALVE
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FLOW INDICATOR
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BALL VALVE
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PLUG FOR DIVISION 15400 (PLUMBING SYSTEMS) CALIBRATED BALANCING SHUT-OFF VALVE FOR DIVISION 15600 (HYDRONIC SYSTEMS)
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AUTOMATIC AIR VENT
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STORM DRAIN/ BUILDING STORM SEWER PIPE
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HORIZONTAL CLEANOUT
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VERTICAL CLEANOUT
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PLUMBING VENT PIPE
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NATURAL GAS
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DOMESTIC COLD WATER
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DOMESTIC HOT WATER
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DWG N0.
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TITLE
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P000
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PLUMBING COVER SHEET
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PLUMBING SCHEDULES AND DETAILS
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P201
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DOMESTIC PLUMBING FLOOR PLAN
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P101
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P102
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WASTE/VENT PLUMBING FLOOR PLAN
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SANITARY SEWER
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SAN
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1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO DRAWINGS MARKED M# AND P#. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO DRAWINGS MARKED M# AND P#. 2. ON DEMOLITION PLANS EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN HEAVY LINE WEIGHT, EXISTING MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT ON DEMOLITION PLANS EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN HEAVY LINE WEIGHT, EXISTING MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE WEIGHT. ON ALL OTHER PLANS NEW MECHANICAL SYSTEMS ARE SHOWN HEAVY LINE WEIGHT. 3. THE INSTALLATION OR REMOVAL OF DUCTS, PIPES AND EQUIPMENT MAY REQUIRE THE REMOVAL OF EXISTING WALLS AND CEILINGS. THE CONTRACTOR SHALL BE THE INSTALLATION OR REMOVAL OF DUCTS, PIPES AND EQUIPMENT MAY REQUIRE THE REMOVAL OF EXISTING WALLS AND CEILINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING THESE WALLS AND/OR CEILINGS SO THEY MATCH THE EXISTING WHERE NOT REPLACED UNDER ARCHITECTURAL DIVISION. 4. ALL FIXTURES AND EQUIPMENT REMOVED, AND NOT REUSED, ARE TO BE RETURNED TO OWNER FOR FIRST RIGHT OF REFUSAL. CONTRACTOR TO DISPOSE OF PROPERLY ALL FIXTURES AND EQUIPMENT REMOVED, AND NOT REUSED, ARE TO BE RETURNED TO OWNER FOR FIRST RIGHT OF REFUSAL. CONTRACTOR TO DISPOSE OF PROPERLY IF OWNER DOES NOT ACCEPT. 5. INFORMATION ON THE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS INFORMATION ON THE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO BID, AND BECOME FAMILIAR WITH THE EXTENT OF THE REMODEL WORK REQUIRED. NO EXTRAS WILL BE ALLOWED FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 7. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. 8. WORK SHALL BE COORDINATED WITH TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO WORK SHALL BE COORDINATED WITH TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 9. INSTALL EQUIPMENT, PIPING AND DUCTWORK AS REQUIRED TO PROVIDE A VIBRATION-FREE INSTALLATION AND TO FACILITATE EQUIPMENT ACCESS AS REQUIRED BY INSTALL EQUIPMENT, PIPING AND DUCTWORK AS REQUIRED TO PROVIDE A VIBRATION-FREE INSTALLATION AND TO FACILITATE EQUIPMENT ACCESS AS REQUIRED BY EQUIPMENT MANUFACTURER. 10. INSULATE PIPING AS SPECIFIED. PERFORM TESTS SPECIFIED BEFORE INSULATING. INSULATE PIPING AS SPECIFIED. PERFORM TESTS SPECIFIED BEFORE INSULATING. 11. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 12. RUN PIPING LEVEL AND PARALLEL TO WALLS OR AS INDICATED IN SPECIFICATIONS. RUN PIPING LEVEL AND PARALLEL TO WALLS OR AS INDICATED IN SPECIFICATIONS. 13. PLUMBING DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR PLUMBING DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 14. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 15. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES, LOCAL CODES AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES, LOCAL CODES AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION DOCUMENTS. 16. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. 17. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE EXISTING EQUIPMENT LOCATIONS, EXISTING PIPE ROUTING AND EXISTING DUCT ROUTING. CONTRACTOR IS THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE EXISTING EQUIPMENT LOCATIONS, EXISTING PIPE ROUTING AND EXISTING DUCT ROUTING. CONTRACTOR IS TO INSTALL NEW EQUIPMENT, DUCTS, AND PIPING IN LOCATIONS REQUIRED TO AVOID INTERFERENCE WITH EXISTING FACILITIES, EQUIPMENT, DUCTS AND PIPING. CONTRACTOR IS RESPONSIBLE FOR RAISING AND LOWERING EXISTING EQUIPMENT AND MAKING PROPER OFFSETS IN DUCTS AND PIPING TO AVOID CONFLICTS. 18. CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING BID, AND VERIFY DIMENSIONS AND EXISTING CONDITIONS RELATED TO THE WORK.CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING BID, AND VERIFY DIMENSIONS AND EXISTING CONDITIONS RELATED TO THE WORK.
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11/25/2019

PHYSICSENGINEERING

WORK REPAIR

OFFICE

OFFICE

OFFICE

STORAGE

MECH

OFFICE

X RAY

OFFICE

REP

CLINIC

LAB

PUMP RM

STORAGE

LOCKERS

LECTURE

RECEPT AREA

OFFICE

WORK Room

OFFICE

CLASS ROOM

MICROBOLOGY

ANATOMY/PHYSOLOGY

BIO. LAB

BIO. PREP

ELECTROMMICRO

OFFICE

GREEN HOUSE

Room PUMP ROOM

MECHANICAL

ELECTRICAL

CHEM LAB

Room

CHEM LAB

CHEM PREP

CHEM SUPPLY

CHEM STORAGE

CHEM LAB

OFFICE

WORK ROOM

STORAGE

Room

MENS RESTROOM

WOMENSRESTROOM

OFFICE

MANT.

RESEARCH LAB

BIOLOGY

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ENERGIZED LAB FAN ROOM

STORAGE

PRE

X RAY DARK ROOM

Room

Room

Room

Room

CUSTODIAL

KEYED NOTES:

GENERAL NOTES:

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF

DOCUMENTS:

This document and the ideas and designs

incorporated herein, as an instrument of

professional service, is the property of Tobin &

Associates, P.C. Tobin & Associates, P.C. are

the author of this document and retain all

common law, statutory and other reserved

rights, including copyright. This document is

not to be used, in whole or part, for any other

project without the written authorization of

Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777- 1121

Josh Schmidt, Associate Principal

Zandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVE

CHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY

COLLEGE

CONTACT PERSON(S):

1820 Dillon Ave

Suite 200A

Cheyenne, WY 82001

P: 307-632-3144

MECHANICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

303-919-2184

Contact Person(s):

Nick Pickering, P.E.

ELECTRICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

307-275-0722

Contact Person(s):

Rick Shields, P.E.

LCCC SCIENCE BUILDINGEMERGENCY SHOWER

10/30/201975% SUBMITTAL

11/25/2019100% SUBMITTAL

P101

DOMESTIC WATER

PLUMBING FLOOR PLAN

DOMESTIC WATERPLUMBING FLOOR PLAN

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1. REMOVE EXISTING SHOWER, EYEWASH AND PIPING. REMOVE PIPING BACK REMOVE EXISTING SHOWER, EYEWASH AND PIPING. REMOVE PIPING BACK TO MAIN AND CAP. 2. ESE-1 EMERGENCY EYEWASH AND SHOWER. MAKE 1-1/4" DOMESTIC ESE-1 EMERGENCY EYEWASH AND SHOWER. MAKE 1-1/4" DOMESTIC EMERGENCY EYEWASH AND SHOWER. MAKE 1-1/4" DOMESTIC HOT AND COLD WATER CONNECTIONS TO UNIT MIXING VALVE IN WALL CABINET MOUNTED 8'-0" AFF AND PIPE 1-1/4" TEMPERED WATER TO UNIT. PIPING TO BE INSTALLED PER SHOWER MANUFACTURER'S DETAILS. 3. SEE HOT WATER PIPING DETAIL ON P201 FOR ALL PIPING IN MECHANICAL SEE HOT WATER PIPING DETAIL ON P201 FOR ALL PIPING IN MECHANICAL 137A.
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A. TAKE ALL DOMESTIC WATER BRANCHES OFF TOP OF PIPE MAIN. TAKE ALL DOMESTIC WATER BRANCHES OFF TOP OF PIPE MAIN. B. COORDINATE PLUMBING PIPE ROUTING WITH OTHER TRADES PRIOR TO COORDINATE PLUMBING PIPE ROUTING WITH OTHER TRADES PRIOR TO INSTALLATION. INTENT IS TO MINIMIZE DISRUPTION TO CLASSROOMS AND HARD-LID CEILINGS. CONTACT ARCHITECT IF ALTERNATIVE ROUTES ARE IDENTIFIED IN THE FIELD. C. SEE P201 FOR ALL FIXTURE SCHEDULES AND BRANCH SIZE CONNECTIONS.SEE P201 FOR ALL FIXTURE SCHEDULES AND BRANCH SIZE CONNECTIONS.
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PHYSICSENGINEERING

WORK REPAIR

OFFICE

OFFICE

OFFICE

STORAGE

MECH

OFFICE

X RAY

OFFICE

REP

CLINIC

LAB

PUMP RM

STORAGE

LOCKERS

LECTURE

RECEPT AREA

OFFICE

WORK Room

OFFICE

CLASS ROOM

MICROBOLOGY

ANATOMY/PHYSOLOGY

BIO. LAB

BIO. PREP

ELECTROMMICRO

OFFICE

GREEN HOUSE

Room PUMP ROOM

MECHANICAL

ELECTRICAL

CHEM LAB

Room

CHEM LAB

CHEM PREP

CHEM SUPPLY

CHEM STORAGE

CHEM LAB

OFFICE

WORK ROOM

STORAGE

Room

MENS RESTROOM

WOMENSRESTROOM

OFFICE

MANT.

RESEARCH LAB

BIOLOGY

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ENERGIZED LAB FAN ROOM

STORAGE

PRE

X RAY DARK ROOM

Room

Room

Room

Room

CUSTODIAL

KEYED NOTES:

GENERAL NOTES:

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF

DOCUMENTS:

This document and the ideas and designs

incorporated herein, as an instrument of

professional service, is the property of Tobin &

Associates, P.C. Tobin & Associates, P.C. are

the author of this document and retain all

common law, statutory and other reserved

rights, including copyright. This document is

not to be used, in whole or part, for any other

project without the written authorization of

Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777- 1121

Josh Schmidt, Associate Principal

Zandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVE

CHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY

COLLEGE

CONTACT PERSON(S):

1820 Dillon Ave

Suite 200A

Cheyenne, WY 82001

P: 307-632-3144

MECHANICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

303-919-2184

Contact Person(s):

Nick Pickering, P.E.

ELECTRICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

307-275-0722

Contact Person(s):

Rick Shields, P.E.

LCCC SCIENCE BUILDINGEMERGENCY SHOWER

10/30/201975% SUBMITTAL

11/25/2019100% SUBMITTAL

P102

WASTE AND VENT

PLUMBING FLOOR PLAN

WASTE AND VENTPLUMBING FLOOR PLAN

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1. FD-1 NEW FLOOR DRAIN. SAW CUT FLOOR AND CONNECT TO EXISTING FD-1 NEW FLOOR DRAIN. SAW CUT FLOOR AND CONNECT TO EXISTING NEW FLOOR DRAIN. SAW CUT FLOOR AND CONNECT TO EXISTING SANITARY WASTE LINE AS SHOWN. REFILL TRENCH, BURY AND COMPACT, AND REFINISH TO MATCH EXISTING FLOOR FINISH. 2. CONTRACTOR TO VERIFY LOCATION AND INVERT OF PIPE WITH CAMERA CONTRACTOR TO VERIFY LOCATION AND INVERT OF PIPE WITH CAMERA AND LOCATOR SERVICE PRIOR TO CUTTING FLOOR. LOCATION SHOWN ON PLAN IS APPROXIMATE. TYPICAL OF ALL NEW SANITARY CONNECTIONS.
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A. COORDINATE PLUMBING PIPE ROUTING WITH OTHER TRADES PRIOR TO COORDINATE PLUMBING PIPE ROUTING WITH OTHER TRADES PRIOR TO INSTALLATION. INTENT IS TO MINIMIZE DISRUPTION TO CLASSROOMS AND HARD-LID CEILINGS. CONTACT ARCHITECT IF ALTERNATIVE ROUTES ARE IDENTIFIED IN THE FIELD. B. SEE P201 FOR ALL FIXTURE SCHEDULES AND BRANCH SIZE CONNECTIONS. SEE P201 FOR ALL FIXTURE SCHEDULES AND BRANCH SIZE CONNECTIONS. C. SEE DETAIL - FLOOR CLEANOUT (FCO) FOR ALL FLOOR CLEANOUTS ON SEE DETAIL - FLOOR CLEANOUT (FCO) FOR ALL FLOOR CLEANOUTS ON P201. D. SEE DETAIL - WALL CLEANOUT (WCO) FOR ALL WALL CLEANOUTS ON SEE DETAIL - WALL CLEANOUT (WCO) FOR ALL WALL CLEANOUTS ON P201.
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11/25/2019

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF

DOCUMENTS:

This document and the ideas and designs

incorporated herein, as an instrument of

professional service, is the property of Tobin &

Associates, P.C. Tobin & Associates, P.C. are

the author of this document and retain all

common law, statutory and other reserved

rights, including copyright. This document is

not to be used, in whole or part, for any other

project without the written authorization of

Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777- 1121

Josh Schmidt, Associate Principal

Zandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVE

CHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY

COLLEGE

CONTACT PERSON(S):

1820 Dillon Ave

Suite 200A

Cheyenne, WY 82001

P: 307-632-3144

MECHANICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

303-919-2184

Contact Person(s):

Nick Pickering, P.E.

ELECTRICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

307-275-0722

Contact Person(s):

Rick Shields, P.E.

LCCC SCIENCE BUILDINGEMERGENCY SHOWER

10/30/201975% SUBMITTAL

11/25/2019100% SUBMITTAL

P201

Plumbing Schedules and

Details

PLUMBING FIXTURE AND EQUIPMENT SCHEDULE

PLAN FIXTURE

ICC/ANSI A117.1

MANUFACTURER SERIES TRIM SERIES SUPPLIES TRAP / DRAIN CW HW / WASTE VENT WATER

NOTES / REMARKS

CODE

COMPLIANT #

WASTE TEPID CONSUMPTION

ESE-1 COMB. EMERGENCY GUARDIAN G1902 --- --- --- --- --- 1 1/4" --- ---1, PROVIDE W/EE-MV-1

EYEWASH/SHOWERFM, ADA

EE-MV-1 EYEWASH/SHOWER

---

LEONARD TM-800 --- --- W/ISO. --- --- 1 1/4" 1 1/4" --- --- ---1, ANSI Z358.1 COMPLIANT

MIXING VALVE VALVE

FCO

FLOOR CLEANOUT

---

J.R. SMITH 4020/4040 --- --- --- --- --- --- --- SEE --- ---

JOSAM 55000-1/-1SQ PLANS

FD-1 FLOOR DRAIN

---

J.R. SMITH 2135 --- --- --- P-TRAP INTEGRAL --- --- 4" --- --- MEDIUM DUTY

2

WMV-1 THERMAL MIXING

---

LEONARD TM-2020B --- --- --- -- --- 2" 2" --- --- --- PROVIDE WITH INLET

VALVE, MANIFOLDSTOPS AND STRAINERS

LEGEND: CH = CHILD HEIGHT, CM = CEILING MOUNTED, CP = CHROME PLATED, CT = COUNTERTOP, FM = FLOOR MOUNTED, FV = FLUSH VALVE, PA = PRESSURE ASSIST, SS = STAINLESS STEEL,

WM = WALL MOUNTED (PROVIDE WITH A FLOOR MOUNTED CONCEALED CARRIER), UCT = UNDER COUNTERTOP

GENERAL NOTES:

1. WHERE FIXTURE/EQUIPMENT MODEL NUMBERS ARE GIVEN THESE ARE FOR REFERENCE ONLY. WRITTEN # WHERE NOTED THE PLUMBING FIXTURE, EQUIPMENT AND ASSOCIATED ACCESSORIES

SPECIFICATION REQUIREMENTS AND SCHEDULE NOTES HOLD PRESIDENCE. THE MORE STRIGENT SHALL APPLYSHALL BE ICC/ANSI A117.1 (ADA) COMPLIANT. EXPOSED CW, HW AND W PIPING ALONG WITH

2.SEE ARCHITECTURAL DWGS FOR MOUNTING HEIGHTS ON ALL WALL MOUNTED FIXTURES/EQUIPMENT,

MIXING VALVE SHALL INSULATED. PIPING WITHIN CASEWORK THAT OPENS FOR FIXTURE

ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ANY VALUES WITHIN THIS SCHEDULE. USE IS CONSIDERED EXPOSED.

3. THE MINIMUM WASTE/VENT PIPE SIZE FOR BURIED PIPE SHALL BE 2".

4.

ALL ACCESIBLE FIXTURES SHALL COMPLY WITH ICC/ANSI A117.1 (ADA), REFERENCE ARCH DWGS FOR SPECIFIC LOCATIONS. SEE NOTE #

5. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

SPECIFIC NOTES:

1.

EQUIPMENT AND/OR ISOLATION VALVE SHALL BE CONCEALED (WITHIN ADJACENT WALL OR WITHIN CASEWORK). WHERE LOCATED IN WALL/CEILING COORDINATE FINAL DEVICE AND ACCESS DOOR LOCATION WITH ARCHITECT.

2. PROVIDE AND INSTALL WITH TRAP SEAL INSERT. JOSAM TSI OR EQUIVALENT. SIZE TO MATCH FLOOR DRAIN.

SS

THERMAL EXPANSION ABSORBER

WATER

HEATER, TYP.

HWC FROM FIXTURES.

COLD WATER SUPPLY

4 DETAIL - DOMESTIC WATER HEATER SCHEMATIC

FLASHING - COORDINATE WITH

ROOF MFG.

1 DETAIL - PIPE THRU ROOF (VTR)

24 GA. GALV. ROOF

JACK W/ 6" FLANGE

BY M.C., SET IN

PLASTIC CEMENT

BY G.C.

24 GA. GALV.

STORM COLLAR BY

M.C., CLAMP IN

PLACE & SEAL

WEATHERTIGHT.

PIPE BY

M.C.

2" MIN.

6" M

IN

.

PIPE SLEEVE &

SEALING BY M.C.

FINISHED ROOF

SOLDERED LAP SEAM

2 DETAIL - WALL CLEANOUT (WCO)

MAY EXTEND AS A WASTE OR VENT.

WALL

PLUGGED TEE WITH CLEANOUT.

CHROME WALL

COVER AND SCREW

FLOOR

1/8 BEND IN DIRECTION OF

MAIN FLOW

1'-0"

3 DETAIL - FLOOR CLEANOUT (FCO)

CLEANOUT AND ACCESS

COVER. TOP OF COVER

TO BE FLUSH W/ TOP OF

FLOOR

FLOOR

LINE

1/8 C.I. BEND

BALANCE OF PIPING

SAME AS CLEANOUT

TO GRADE

FLOOR CLEANOUT (FCO)

CLEANOUT NOT TO BE LOCATED

IN CARPETED AREA

CLEANOUT TO GRADE (COTG)

16" SQ. CONC.

PAD TROWEL

SMOOTH & EDGE

6"

1/8 C.I. BEND

BRASS CLEANOUT

PLUG W/ COUNTER

SUNK HEAD

FINISHED

GRADE

C.I. WASTE LINE.

LENGTH TO SUIT.

1/8 BEND IF

CLEANOUT OCCURS

AT END OF LINE

WASTE LINE

HOT WATER CIRC.

FROM EMERGENCY

SHOWER FIXTURES.

RECIRC. PUMP RCP-1

SET LWT TO 120°F

HEAT TRAP

MIN 24"

TO EMERGENCY

SHOWER FIXTURES

HW TO FIXTURES.

EXISTING RECIRCULATION PUMP

WMV-1

PUMP SCHEDULE

ITEM DWG. TYPE SERVICE GPM GLY. TOTAL MOTOR DATA OP MANUFACTURER NOTES

NO. % HEAD HP RPM V-PH WGT & MODEL NO.

FT. W.C. LBS

RCP-1 P201 CARTRIDGE PUMP ESE RECIRC 5 - 4.5 1/25 3250 115-1 8 TACO 005-SF2-IFC1,2

NOTES:

1. PROVIDE WITH INTEGRAL FLOW CHECK. UNIT TO BE STAINLESS STEEL CONSTRUCTION, RATED FOR POTABLE USE.

2. PROVIDE WITH DIGITAL TIMER AND AQUASTAT CAPABLE OF MAINTAINING SYSTEM TEMPERATURE OF 160°F.

11/19/2019

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11/25/2019

CLASS ROOMMICROBOLOGY

ANATOMY/PHYSOLOGY

BIO. LAB

BIO. PREP

GREEN HOUSE

MECHANICAL

ELECTRICAL

CHEM LAB

Room

CHEM LAB

CHEM PREP

CHEM SUPPLY

CHEM STORAGE

OFFICE

OFFICE

MANT.

RESEARCH LAB

BIOLOGY

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

KEYED NOTES:

DATEISSUE

PLOTTED ON:

PROJECT #:

OWNERSHIP OF

DOCUMENTS:

This document and the ideas and designs

incorporated herein, as an instrument of

professional service, is the property of Tobin &

Associates, P.C. Tobin & Associates, P.C. are

the author of this document and retain all

common law, statutory and other reserved

rights, including copyright. This document is

not to be used, in whole or part, for any other

project without the written authorization of

Tobin & Associates, P.C. Copyright 2019

CONTACT PERSON(S):

Contact person: BILL ZINK (307) 777- 1121

Josh Schmidt, Associate Principal

Zandria Tolliver

PROJECT INFORMATION

CLIENT INFORMATION

1400 E. COLLEGE DRIVE

CHEYENNE, WY 82007

LARAMIE COUNTY COMMUNITY

COLLEGE

CONTACT PERSON(S):

1820 Dillon Ave

Suite 200A

Cheyenne, WY 82001

P: 307-632-3144

MECHANICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

303-919-2184

Contact Person(s):

Nick Pickering, P.E.

ELECTRICAL ENGINEER:

Wood

920 E. Sheridan Street, Suite A

Laramie, WY 82070

307-275-0722

Contact Person(s):

Rick Shields, P.E.

LCCC SCIENCE BUILDINGEMERGENCY SHOWER

10/30/201975% SUBMITTAL

11/25/2019100% SUBMITTAL

E101

POWER FLOOR PLAN

POWER FLOOR PLAN

RICHA

RD A. SHIELDS

P

r

o

f

e

s

s

io

nal E

n

g

i

n

e

e

r

WYOMING

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1. PROVIDE WEATHERPROOF, WHILE-IN-USE COVER FOR EXISTING PROVIDE WEATHERPROOF, WHILE-IN-USE COVER FOR EXISTING RECEPTACLE. REPLACE SERVING CIRCUIT BREAKER IN PANEL LA2, POSITION 3, WITH NEW GFCI CIRCUIT BREAKER. 2. PROVIDE TWO-GANG, WEATHERPROOF WHILE-IN-USE COVER FOR EXISTING PROVIDE TWO-GANG, WEATHERPROOF WHILE-IN-USE COVER FOR EXISTING FOUR-PLEX RECEPTACLE. REPLACE ONE RECEPTACLE WITH NEW GFCI RECEPTACLE AND WIRE TO PROTECT ADJACENT RECEP. 3. PROVIDE DUPLEX RECEPTACLE, BACK-BOX, AND BRANCH CIRCUIT OF PROVIDE DUPLEX RECEPTACLE, BACK-BOX, AND BRANCH CIRCUIT OF (2#12+#12G)1/2"C TO PANEL "LA1" IN ADJACENT ELECTRICAL ROOM. PROVIDE NEW 20A1P CB IN PANEL "LA1" POSITION 38. 10. PROVIDE 10. PROVIDE PROVIDE TYPED, UPDATED PANEL SCHEDULES FOR ALL PANELS AFFECTED BY THIS REMODEL WORK. . 4. REMOVE EXISTING RECEPTACLE AND ASSOCIATED CONDUCTORS BACK TO REMOVE EXISTING RECEPTACLE AND ASSOCIATED CONDUCTORS BACK TO NEAREST JUNCTION BOX OR DEVICE ON CIRCUIT. PROVIDE STAINLESS-STEEL BLANK COVER OVER BACK-BOX.
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DIVISION 26 - ELECTRICAL SPECIFICATION SECTION 26 0000 - BASIC ELECTRICAL REQUIREMENTS. 1. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR COMPLETION OF ALL ELECTRICAL SYSTEMS DESCRIBED HERE IN. ALL ELECTRICAL EQUIPMENT AND MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS, GOVERNING AUTHORITIES, AND IN A NEAT AND WORKMEN LIKE MANNER BY SKILLED AND COMPETENT ELECTRICIANS IN CONFORMANCE WITH THE STANDARD PRACTICES OF THE ELECTRICAL INDUSTRY. ALL ELECTRICAL SYSTEMS SHALL BE COMPLETE AND OPERATIONAL TO THE BENEFIT OF THE OWNER. A. GOOD WORKMANSHIP AND APPEARANCE ARE CONSIDERED EQUAL TO PROPER OPERATION. GOOD WORKMANSHIP AND APPEARANCE ARE CONSIDERED EQUAL TO PROPER OPERATION. B. THE CONTRACTOR SHALL PROVIDE ALL FORESEEABLE ELECTRICAL EQUIPMENT AND ACCESSORIES THE CONTRACTOR SHALL PROVIDE ALL FORESEEABLE ELECTRICAL EQUIPMENT AND ACCESSORIES NECESSARY, WHETHER SPECIFICALLY STATED OR NOT, TO MAKE THE REQUIRED ELECTRICAL SYSTEMS COMPLETE AND OPERATIONAL. 2. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GENERAL THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GENERAL CONDITIONS, SUPPLEMENTAL GENERAL CONDITIONS OF THE PROJECT SPECIFICATIONS, ANY BASE BUILDING SPECIFICATIONS AND BUILDING CRITERIA, AND ALL CONTRACT SPECIFICATIONS AND DOCUMENTS. 3. DEFINITIONS AND STANDARDS: DEFINITIONS AND STANDARDS: A. "PROVIDE" MEANS CONTRACTOR IS RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF. "PROVIDE" MEANS CONTRACTOR IS RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF. B. "EXPOSED" MEANS WHERE IT CAN BE SEEN AFTER THE BUILDING IS COMPLETED SUCH AS IN "EXPOSED" MEANS WHERE IT CAN BE SEEN AFTER THE BUILDING IS COMPLETED SUCH AS IN EQUIPMENT ROOMS, UNFINISHED AREAS, ACCESSIBLE TUNNELS, ETC. WHERE CONDUIT/EQUIPMENT IS ACCESSIBLE. C. "CONCEALED" MEANS WHERE IT CANNOT BE SEEN AFTER THE BUILDING IS COMPLETED SUCH AS "CONCEALED" MEANS WHERE IT CANNOT BE SEEN AFTER THE BUILDING IS COMPLETED SUCH AS IN SPACES AS CHASES, TRENCHES, ABOVE CEILINGS, IN WALLS AND BURIED WHERE CONDUIT/WIRE IS INACCESSIBLE WHEN BUILDING IS COMPLETED. D. STANDARDS FOR MATERIALS: ALL MATERIALS SHALL BE NEW EXCEPT AS OTHERWISE STATED, STANDARDS FOR MATERIALS: ALL MATERIALS SHALL BE NEW EXCEPT AS OTHERWISE STATED, AND SHALL CONFORM WITH THE CURRENT APPLICABLE INDUSTRY STANDARDS, NEMA STANDARDS AND UNDERWRITERS' LABORATORIES STANDARDS. 4. COORDINATE AND ORDER THE PROGRESS OF ELECTRICAL WORK TO CONFORM TO THE OWNER'S COORDINATE AND ORDER THE PROGRESS OF ELECTRICAL WORK TO CONFORM TO THE OWNER'S SCHEDULE AND THE PROGRESS OF THE WORK OF THE OTHER TRADES. 5. APPLY FOR AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS FOR THIS DIVISION OF APPLY FOR AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS FOR THIS DIVISION OF WORK. 6. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 7. VISIT THE PROJECT BEFORE SUBMITTING A BID AS NO EXTRAS WILL BE ALLOWED FOR LACK OF VISIT THE PROJECT BEFORE SUBMITTING A BID AS NO EXTRAS WILL BE ALLOWED FOR LACK OF KNOWLEDGE OF OBVIOUS EXISTING CONDITIONS. 8. DRAWINGS ARE DIAGRAMMATIC IN NATURE. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, DRAWINGS ARE DIAGRAMMATIC IN NATURE. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK. 9. COMPLY WITH THE LATEST FEDERAL, STATE AND LOCAL CODES REQUIREMENTS, AND ORDINANCES, COMPLY WITH THE LATEST FEDERAL, STATE AND LOCAL CODES REQUIREMENTS, AND ORDINANCES, WITH THE NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, AND WITH REQUIREMENTS OF THE POWER AND TELEPHONE COMPANIES FURNISHING SERVICES TO THE PROJECT. THE FOLLOWING IS A BRIEF LIST OF APPLICABLE CODES: A. NFPA NO. 70 - NATIONAL ELECTRICAL CODE, LATEST EDITION NFPA NO. 70 - NATIONAL ELECTRICAL CODE, LATEST EDITION B. NFPA NO. 72 - FIRE ALARM, LATEST EDITION NFPA NO. 72 - FIRE ALARM, LATEST EDITION C. NFPA NO. 101 - LIFE SAFETY CODE, LATEST EDITION NFPA NO. 101 - LIFE SAFETY CODE, LATEST EDITION D. IBC & UBC, LATEST EDITION IBC & UBC, LATEST EDITION E. LOCAL BUILDING CODES, LATEST EDITION LOCAL BUILDING CODES, LATEST EDITION 10. ALL EQUIPMENT AND MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE AND ACCEPTABLE FOR ALL EQUIPMENT AND MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE AND ACCEPTABLE FOR INSTALLATION ONLY IF LABELED OR LISTED AS DEFINED IN NFPA 70, ARTICLE 100, BY UL OR BY A RECOGNIZED TESTING LABORATORY WHERE STANDARDS HAVE BEEN ESTABLISHED AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. LABELED OR LISTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ANY INSTRUCTIONS OR LABELING PROVIDED WITH THE EQUIPMENT. 11. PROVIDE ALL CORE DRILLING, CHANNELING, CUTTING, PATCHING, SLEEVES, ETC. AS REQUIRED FOR PROVIDE ALL CORE DRILLING, CHANNELING, CUTTING, PATCHING, SLEEVES, ETC. AS REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT. SEAL HOLES, FIREPROOFING WHERE NECESSARY, AND REFINISH ALL REPAIR WORK TO ORIGINAL CONDITION WHERE DAMAGED BY ELECTRICAL WORK. 12. MAKE PROVISIONS FOR SAFE DELIVERY AND SECURE STORAGE OF ALL MATERIALS. MAKE PROVISIONS FOR SAFE DELIVERY AND SECURE STORAGE OF ALL MATERIALS. 13. WARRANTIES: PROVIDE A WRITTEN WARRANTY TO THE OWNER COVERING THE ENTIRE ELECTRICAL WARRANTIES: PROVIDE A WRITTEN WARRANTY TO THE OWNER COVERING THE ENTIRE ELECTRICAL WORK EXCLUDING INCANDESCENT AND FLUORESCENT LAMPS, TO BE FREE FROM DEFECTIVE MATERIALS, EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE. ALL DEFECTIVE EQUIPMENT OR MATERIALS WHICH APPEAR DURING THE WARRANTY PERIOD SHALL BE REPLACED OR REPAIRED BY THE ELECTRICAL CONTRACTOR IN A TIMELY FASHION AT NO COST TO THE OWNER. 14. PROJECT RECORD DRAWINGS: AT COMPLETION OF WORK, DELIVER COMPLETED PROJECT RECORD PROJECT RECORD DRAWINGS: AT COMPLETION OF WORK, DELIVER COMPLETED PROJECT RECORD DOCUMENTS TO ARCHITECT/ENGINEER. SECTION 26 0526 - GROUNDING AND BONDING 1. CONDUIT SYSTEMS, SUPPORTS, CABINETS, EQUIPMENT, TRANSFORMERS, FIXTURES, THE GROUNDED CONDUIT SYSTEMS, SUPPORTS, CABINETS, EQUIPMENT, TRANSFORMERS, FIXTURES, THE GROUNDED CIRCUIT CONDUCTOR, ETC. SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH THE CURRENT ISSUE OF THE NATIONAL ELECTRICAL CODE. PROVIDE ALL BONDING JUMPERS AND WIRE, GROUNDING BUSHINGS, CLAMPS, ETC. AS REQUIRED FOR COMPLETE GROUNDING. A. CONNECTIONS SHALL BE EITHER BOLTED-PRESSURE-TYPE OR COMPRESSION TYPE. CONNECTIONS SHALL BE EITHER BOLTED-PRESSURE-TYPE OR COMPRESSION TYPE. 2. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUITS PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUITS AND ALL FLEXIBLE AND NONMETALLIC RACEWAYS. 3. GROUNDING CONDUCTOR MATERIAL: COPPER. GROUNDING CONDUCTOR MATERIAL: COPPER. SECTION 26 0529 - HANGERS AND SUPPORTS 1. PROVIDE HANGERS AND SUPPORTS FOR EQUIPMENT, RACEWAYS AND CABLES, INCLUDING WEIGHT OF PROVIDE HANGERS AND SUPPORTS FOR EQUIPMENT, RACEWAYS AND CABLES, INCLUDING WEIGHT OF WIRE IN RACEWAYS. ALL SYSTEMS CABLING SHALL BE SUPPORTED BY BRIDAL RINGS OR SIMILAR MEANS. 2. STEEL MATERIAL SHALL BE USED FOR DRY LOCATIONS. STEEL MATERIAL SHALL BE USED FOR DRY LOCATIONS. SECTION 26 0533 - ELECTRICAL IDENTIFICATION 1. PROVIDE LABELING FOR RACEWAYS AND CABLES. PROVIDE LABELING FOR RACEWAYS AND CABLES. SECTION 26 0593 - ELECTRICAL TESTING 1. PROVIDE TESTING OF ALL ELECTRICAL SYSTEMS AND COMPONENTS AS REQUIRED BY ALL APPLICABLE PROVIDE TESTING OF ALL ELECTRICAL SYSTEMS AND COMPONENTS AS REQUIRED BY ALL APPLICABLE BUILDING CODES AND ORDINANCES, UL, NEMA, ANSI, ICEA, NECA, ETC., AND AS RECOMMENDED BY THE ELECTRICAL EQUIPMENT MANUFACTURERS. SECTION 26 0593 - DEMOLITION FOR REMODELING 1. FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE AN ALLOWANCE FOR THE FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE AN ALLOWANCE FOR THE REMOVAL AND RELOCATION OF EXISTING CONDUITS, WIRES, DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEMS TO ALL OTHER WORK REQUIRED ON THIS PROJECT. NO EXTRAS WILL BE ALLOWED FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO ACHIEVE THE END RESULT AS INDICATED ON THE DRAWINGS. 2. WHERE THE REUSE OF EXISTING CONDUITS, OUTLETS, JUNCTION BOXES, ETC., IS PERMISSIBLE, MAKE WHERE THE REUSE OF EXISTING CONDUITS, OUTLETS, JUNCTION BOXES, ETC., IS PERMISSIBLE, MAKE CERTAIN THAT THE WIRING FOR THEM IS CONTINUOUS FROM OUTLET TO OUTLET AND THAT ALL SPLICES AND INSULATIONS ARE IN GOOD CONDITION. PROVIDE MODIFICATIONS TO ASSURE THAT CIRCUITS, OR SYSTEM SHALL NOT PASS THROUGH OUTLETS OR JUNCTION BOXES WHICH MAY BE RENDERED INACCESSIBLE BY CHANGES TO BE MADE TO THE PROJECT. EXISTING CONDUITS, WIRE, DEVICES, ETC., WHICH SHALL BE REMOVED SHALL BECOME THE PROPERTY OF THE OWNER UNLESS OTHERWISE NOTED. 3. CONNECT NEW WORK TO EXISTING IN A MANNER THAT WILL ASSURE PROPER RACEWAY GROUNDING CONNECT NEW WORK TO EXISTING IN A MANNER THAT WILL ASSURE PROPER RACEWAY GROUNDING THROUGHOUT IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE. 4. REMODEL WORK, CUTTING AND PATCHING: THIS CONTRACTOR SHALL PERFORM ALL CUTTING, REMODEL WORK, CUTTING AND PATCHING: THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CHANNELING, CHASING, DRILLING, ETC., AS REQUIRED TO INSTALL OR REMOVE ELECTRICAL EQUIPMENT IN AREAS OF REMODELING. THIS WORK SHALL BE PERFORMED SO AS TO MINIMIZE DAMAGE TO PORTIONS OF WALL FINISHES, SURFACES, PLASTERING, OR THE STRUCTURES WHICH ARE TO BE REUSED, RESURFACED, PLASTERED, OR PAINTED UNDER OTHER DIVISIONS OF THESE SPECIFICATIONS. 5. CAREFULLY COORDINATE WITH THE REQUIRED REMODELING WORK, CUTTING AND PATCHING ETC., CAREFULLY COORDINATE WITH THE REQUIRED REMODELING WORK, CUTTING AND PATCHING ETC., PERFORMED BY OTHER TRADES. REMOVE OR RELOCATE EXISTING ELECTRICAL CONDUITS, WIRES, DEVICES, FIXTURES AND OTHER EQUIPMENT AS NECESSARY. 6. ALL OUTAGES ON PORTIONS OF EXISTING ELECTRICAL SYSTEMS SHALL BE MINIMIZED AND SHALL BE ALL OUTAGES ON PORTIONS OF EXISTING ELECTRICAL SYSTEMS SHALL BE MINIMIZED AND SHALL BE AT A TIME AND OF A DURATION AS ACCEPTED BY THE OWNER. SECTION 26 0519 - CONDUCTORS AND CABLES 600-V AND LESS 1. MINIMUM SIZE NO. 12 EXCEPT FOR CONTROL OR SIGNAL CIRCUITS, WHICH MAY BE NO. 14 OR MINIMUM SIZE NO. 12 EXCEPT FOR CONTROL OR SIGNAL CIRCUITS, WHICH MAY BE NO. 14 OR SMALLER. INCREASE CONDUCTOR SIZE AS NECESSARY TO LIMIT BRANCH CIRCUIT VOLTAGE DROP TO 3 PERCENT AND SERVICE/FEEDER VOLTAGE DROP TO 2 PERCENT. 2. ALL WIRING SHALL BE AS FOLLOWS: ALL WIRING SHALL BE AS FOLLOWS: A. BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS, AND CONCEALED IN BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS, AND CONCEALED IN CONCRETE OR BELOW SLABS-ON-GRADE: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 3. ALL CONDUCTORS SHALL BE COPPER; SOLID CONDUCTOR NO.12 AWG. ALL CONDUCTORS SHALL BE COPPER; SOLID CONDUCTOR NO.12 AWG. 4. INSTALL CONDUCTOR AT EACH OUTLET, WITH AT LEAST 6 INCHES OF SLACK TO ALLOW FOR INSTALL CONDUCTOR AT EACH OUTLET, WITH AT LEAST 6 INCHES OF SLACK TO ALLOW FOR CONNECTION TO DEVICE. 5. TESTING: PERFORM THE FOLLOWING FIELD QUALITY-CONTROL TESTING: TESTING: PERFORM THE FOLLOWING FIELD QUALITY-CONTROL TESTING: A. TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'S TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'S RECOMMENDED VALUES. B. PERFORM CONTINUITY TEST ON ALL POWER AND EQUIPMENT BRANCH CIRCUIT CONDUCTORS. PERFORM CONTINUITY TEST ON ALL POWER AND EQUIPMENT BRANCH CIRCUIT CONDUCTORS. VERIFY PROPER PHASING CONNECTIONS. SECTION 26 0533.1 - RACEWAYS 1. ALL CONDUCTORS SHALL BE ENCLOSED BY CONDUIT SIZED IN ACCORDANCE WITH CHAPTER 9, TABLE ALL CONDUCTORS SHALL BE ENCLOSED BY CONDUIT SIZED IN ACCORDANCE WITH CHAPTER 9, TABLE 4 OF THE NATIONAL ELECTRICAL CODE. MINIMUM SIZE 1/2 INCH. ALL CONDUITS SHALL BE CONCEALED IN FINISHED AREAS. 2. ELECTRICAL METALLIC TUBING (EMT) SHALL BE UTILIZED FOR ALL DRY, ABOVE GRADE OR ABOVE ELECTRICAL METALLIC TUBING (EMT) SHALL BE UTILIZED FOR ALL DRY, ABOVE GRADE OR ABOVE FLOOR FEEDERS AND BRANCH CIRCUIT HOMERUN APPLICATIONS IN ACCORDANCE WITH ARTICLE 358 OF THE NATIONAL ELECTRICAL CODE. COUPLINGS SHALL BE STEEL SET SCREW TYPE. 3. METAL-CLAD CABLE (MC) WITH SEPARATE GROUND CONDUCTOR SHALL BE PERMITTED FOR ALL METAL-CLAD CABLE (MC) WITH SEPARATE GROUND CONDUCTOR SHALL BE PERMITTED FOR ALL CONCEALED, ABOVE GRADE OR ABOVE FLOOR BRANCH CIRCUIT APPLICATIONS EXCLUDING HOMERUNS EXCLUDING HOMERUNS IN ACCORDANCE WITH ARTICLE 330 OF THE NATIONAL ELECTRICAL CODE. CONNECTORS SHALL BE LISTED FOR APPLICATION OF SERVICE INDICATED. 4. ALL CONDUITS EXPOSED OR CONCEALED SHALL BE ROUTED PARALLEL OR PERPENDICULAR WITH THE ALL CONDUITS EXPOSED OR CONCEALED SHALL BE ROUTED PARALLEL OR PERPENDICULAR WITH THE BUILDING WALLS. SUPPORT CONDUIT AS REQUIRED BY THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 5. PROVIDE EXPANSION TYPE FITTINGS FOR ALL CONDUITS, WHICH CROSS EXPANSION JOINTS. PROVIDE EXPANSION TYPE FITTINGS FOR ALL CONDUITS, WHICH CROSS EXPANSION JOINTS. SECTION 26 0533.2 - BOXES, ENCLOSURES AND CABINETS 1. OUTLET BOXES: OUTLET BOXES: A. FOUR INCH SQUARE OR OCTAGONAL, ZINC-COATED SHEET STEEL TYPE. FOUR INCH SQUARE OR OCTAGONAL, ZINC-COATED SHEET STEEL TYPE. B. OUTLET BOXES SHALL BE LOCATED SO THAT TRANSMISSION OF SOUND THROUGH COMMON OUTLET BOXES SHALL BE LOCATED SO THAT TRANSMISSION OF SOUND THROUGH COMMON WALLS WILL NOT OCCUR. 2. PROVIDE COVERS SET TO COME FLUSH WITH FINISHED WALLS. PROVIDE COVERS SET TO COME FLUSH WITH FINISHED WALLS. 3. PULL BOXES AND JUNCTION BOXES: JUNCTION BOXES AND PULL BOXES WILL BE PROVIDED AS PULL BOXES AND JUNCTION BOXES: JUNCTION BOXES AND PULL BOXES WILL BE PROVIDED AS REQUIRED. SIZE OF BOXES SHALL BE IN ACCORDANCE WITH THE CURRENT NATIONAL ELECTRICAL CODE REQUIREMENTS. A. ENCLOSURES SHALL BE NEMA TYPE SUITABLE FOR THE SURROUNDING ENCLOSURES SHALL BE NEMA TYPE SUITABLE FOR THE SURROUNDING AREA AND CONDITIONS. SECTION 26 2726 - WIRING DEVICES 1. RECEPTACLES SHALL BE 20 AMP HUBBELL HBL5352 SERIES SPECIFICATION GRADE, OR ACCEPTABLE. RECEPTACLES SHALL BE 20 AMP HUBBELL HBL5352 SERIES SPECIFICATION GRADE, OR ACCEPTABLE. GFI RECEPTACLES SHALL BE HUBBELL GF5352 SERIES, OR ACCEPTABLE. PROVIDE DEVICE COLOR AS DIRECTED BY THE ARCHITECT, OR TO MATCH BASE BUILDING STANDARDS, WHICHEVER IS APPLICABLE. 2. DEVICE PLATES SHALL BE HIGH ABUSIVE NYLON, COLOR TO MATCH DEVICE, OR TO MATCH BASE DEVICE PLATES SHALL BE HIGH ABUSIVE NYLON, COLOR TO MATCH DEVICE, OR TO MATCH BASE BUILDING STANDARDS, WHICHEVER IS APPLICABLE.
AutoCAD SHX Text
Date
AutoCAD SHX Text
14797
AutoCAD SHX Text
11/25/2019