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