COMBINEDSETDWGS.pdf

PDF 7 MB Posted Jan 29, 2018

Attached to: SHOSHONE OFFICE RESTROOM REMODEL Federal contract opportunity
Solicitation number: 140L2618R0002
Issued by: Department of the Interior Bureau of Land Management Idaho Region

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DRAWINGS - SHOSHONE OFFICE RESTROOM REMODEL

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File	Type	Posted
SF-24_Bid_Bond.pdf	PDF	Jan 29, 2018
Sol_140L2618R0002.pdf	PDF	Jan 29, 2018
Shoshone_Office_Restroom_Remodel_Bid_Schedule.pdf	PDF	Jan 29, 2018
DRAFT_L1053_Shoshone_Office_Building_ACM_Report.pdf	PDF	Jan 29, 2018
COMBINEDSPECIFICATIONS.pdf	PDF	Jan 29, 2018

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PROJECT SITE

400 W. F. ST.

SHOSHONE, ID 83352

PROJECT SITE

PROJECT ENTRY

CONSTRUCTION

ENTRY

MAINTAIN FIRE

LANE ACCESS

THROUGHOUT

CONSTRUCTION

LAYDOWN AREA -

COORDINATE WITH BLM

OFFICIALS

A701

A701 5

SINGLE PLY ROOF

MEMBRANE (V.I.F. EXISTING

ROOF MATERIAL)

M I N

NON-CURING SEALANT, TYP.

STAINLESS STEEL

CLAMPING BAND.

NO HUB CONNECTION WITH

STAINLESS STEEL CLAMPS,

AS REQUIRED

SEALANT

EXTEND VAPOR

BARRIER UP

AND SEAL

ROOF PENETRATION,

COORDINATE WITH

PLUMBING DRAWINGS

AND ROOF PLANS.

1 1/2" MIN. HOT

AIR WELD

EXISTING ROOF ASSEMBLY,

V.I.F.

36"

12" 24"

36"

24" 34"

30"

24" 34"

36"

24" 34"

18"

24" 34"

30"

12" 24"

36"

12" 24"

18"

12" 24"

DIM# MOUNTING HEIGHT

FIXTURE

GRAB BAR

URINAL

TOILET (ADA)

URINAL (ADA)

SINK (ADA)

TOILET

TOILET (ADA)

GRAB BAR (ADA)

TOILET PAPER HOLDER

GRAB BAR

MIRROR

TOILET PAPER HOLDER

SINK (ADA)

18" VERTICAL GRAB BAR

6" TO CENTER FROM ADJACENT WALL

18" TO CENTER FROM ADJACENT WALL

24" TO RIM ABOVE FINISH FLOOR

17" TO RIM ABOVE FINISH FLOOR

34" MAX TO SINK RIM ABOVE FINISH FLOOR

9" HIGH X 6" DEEP TOE CLEARANCE

27" MIN X 8" DEEP KNEE CLEARANCE

14" TO TOP OF SEAT

17" - 19" TOP OF SEAT

12" TO CENTER FROM ADJACENT WALL

7" - 9" TO CENTERLINE FROM TOILET

33" - 36" TO TOP A.F.F.

36" OUTSIDE TO OUTSIDE

42" OUTSIDE TO OUTSIDE

40" MAX TO BOT OF MIRROR SURFACE

19" MIN. TO CENTER ABOVE FINISH FLOOR

1 1/2" MIN. FROM BOTTOM OF GRAB BAR

39" - 41" FROM WALL

39" - 41" FROM FLOOR

H J

D A

E A

C H

H E

I G

H T

E F

N L

NOTE: USE DIMENSIONS LISTED UNLESS OTHERWISE NOTED ON DRAWINGS

XX XX

X X

GYP.

8'-6"

GYP.

8'-6"

ACT

8'-6"

ACT

8'-6"

ACT

8'-6"

GYP.

8'-6"

STRUCTURAL DEMOLITION FLOOR PLAN

S101

SAW CUT AND REMOVE

EXISTING CONCRETE SLAB

SAW CUT AND REMOVE CONCRETE

SLAB AS NEEDED FOR INSTALLATION

OF SEWER AND WATER PIPING

FLOOR PLAN

S101

AREA OF WORK

REPLACE CONCRETE FLOOR PER DETAIL

BACKFILL WATER AND SEWER TRENCHES WITH STRUCTURAL

BACKFILL OR FLOWABLE CONCRETE FILL TO SUBGRADE. REPLACE

CONCRETE FLOORING TO FLUSH WITH EXISTING SLAB PER DETAIL

S501

RECESS SURFACE AS NEEDED TO

ACCOMMODATE FLOOR TILE INSTALLATION

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BREAKROOM

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WOMEN

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CORRIDOR

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CORRIDOR

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CORRIDOR

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MECHANICAL ROOM

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OFFICE

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CORRIDOR

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BREAKROOM

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WOMEN

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:7/20/2017 8:52 AM PLOTTED BY:Alfredo Rico 7/20/2017 8:52 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\051 Shoshone Restroom Remodel\Design Activities\2.0 Drawings\2.1 Dwg\2.1.2 Current\S-101

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DEMOLITION AND STRUCTURAL FLOOR PLAN

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SHOSHONE OFFICE RESTROOM REMODEL

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SHOSHONE

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IDAHO

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NWBLM2017_DO#51

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NORTH WIND IDAHO FALLS

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KEY PLAN

I R

E C

T E

N G

I N

E E

PIPE ZONE

M I N

MIN.

FINAL BACKFILL

BEDDING

FOUNDATION

12" MAX.

6" MIN.

12" MAX.

6" MIN.

LEGEND

FIRM NATIVE SOIL OR ENGINEER

COMPACTED FILL

REJECT SAND OR SELECT 3/4" MINUS

GRANULAR EXCAVATED MATERIAL OR

IMPORTED AGGREGATE BACKFILL,

COMPACTED TO 90% OF MAXIMUM DENSITY

EXISTING CONCRETE SLAB

4" CONCRETE FLOOR SLAB ON GRADE

MIN.

UNTREATED BASE, COMPACT

TO 90% OF MAXIMUM DENSITY

NATIVE GRANULAR MATERIAL

COMPACT TO 95% OF MAXIMUM

DENSITY OR CONCRETE SLURRY

TYPICAL TRENCH DETAIL

SCALE: NTS

S501

TYPICAL SLAB DETAIL

SCALE: NTS

S501

4" CONCRETE FLOOR SLAB WITH

6x6 - W1.4xW1.4 W.W.F.

REINFORCEMENT

4" MIN CRUSHED GRAVEL BASE

" MAX

AGGREGATE SIZE COMPACTED TO MIN

90% OF MAXIMUM DENSITY

FIRM NATIVE SOIL OR ENGINEER

COMPACTED FILL TO MIN 95% OF

MAXIMUM DENSITY

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBSITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ANY

DISCREPANCIES BETWEEN THE SITE AND DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER (CO) PRIOR TO CONSTRUCTION. CONDITIONS NOTED AS “EXISTING” ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CO OF ANY DISCREPANCIES AND NOT PROCEED

WITH CONSTRUCTION UNTIL FURTHER DIRECTION IS PROVIDED.

2. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE

DURING CONSTRUCTION.

3. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE ENGINEER. THE ENGINEER SHOULD BE CONSULTED FOR

INTERIM DESIGN FOR LOADS APPLIED TO AN UNFINISHED STRUCTURE.

4. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE ENGINEER.

5. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

APPROVAL FROM THE GOVERNING AGENCY DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND

SPECIFICATIONS.

6. PROVIDE SPECIAL INSPECTION WHERE REQUIRED BY IBC, SECTION 1704.

7. NO FRAMING OF ANY TYPE SHALL BE CONCEALED PRIOR TO INSPECTION BY THE GOVERNING AGENCIES.

CODES AND DESIGN CRITERIA:

1. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE 2012 INTERNATIONAL BUILDING CODE (IBC).

2. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING DESIGN CRITERIA:

A. CODES AND STANDARDS

I. 2012 INTERNATIONAL BUILDING CODE

II. ACI 318-11

III. ASTM (LATEST EDITION)

B. LIVE LOADS:

I. FLOOR: 40 PSF

FOUNDATION NOTES:

1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. NOTE THAT THIS IS THE MINIMUM

DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE CONDITIONS, PER THE SOILS ENGINEER OR BUILDING

OFFICIAL. FOR SPECIAL EXPOSURES, REFER TO TABLES FOUND IN IBC SECTION 1904.

2. PROVIDE ¾” CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. BY ARCHITECTURAL SPECIFICATIONS.

3. ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 4” AND BE REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F.

4. ALL SLABS ON GRADE SHALL BE PLACED OVER 4” MINIMUM FREE DRAINING AGGREGATE BASE COMPACTED TO A

MINIMUM OF 95% RELATIVE DENSITY.

5. A MOISTURE BARRIER (6 MIL MINIMUM) SHALL BE PLACED OVER THE SUBGRADE TO PROVIDE A CONTINUOUS MOISTURE

BARRIER UNDER THE SLAB AT AREAS REQUIRING MOISTURE PROTECTION. CARE MUST BE TAKEN TO ASSURE THAT THE MOISTURE BARRIER DOES NOT BECOME TORN AND ENTANGLED WITH REINFORCING. A 2” SAND LAYER ABOVE THE MOISTURE BARRIER CAN BE PROVIDED TO HELP PROTECT AGAINST TEARS AND ENTANGLEMENTS.

6. ALL SLAB-ON-GRADE SUBGRADES SHALL BE PREPARED PER THE GEOTECHNICAL ENGINEER'S GUIDELINES OR A MINIMUM OF THE UPPER 6” OF SOILS BEING SCARIFIED, MOISTURE CONDITIONED TO WITHIN 2% OF OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM C-150 TYPE I OR II CEMENT, U.N.O.

OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AGGREGATE SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8” IN 10' U.N.O.

6. CONCRETE CONTRACTOR SHALL DAMPEN SAND UNDERLAYMENT PRIOR TO CONCRETE PLACEMENT TO ASSIST UNIFORM

CONCRETE CURING.

7. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER ACI-302.

8. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE

SHALL NOT EXCEED 6 FEET.

9. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50.

10. PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE SLAB IS PLACED.

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-1064 GRADE 60 UNLESS SPECIFICALLY NOTED OTHERWISE.

2. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A-185.

3. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1-1/2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 3/4”

4. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 1-1/2

MESHES WIDE.

6 MIL MOISTURE BARRIER

BETWEEN SLAB AND BASE

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:8/18/2017 12:24 PM PLOTTED BY:Ben Carter, P.E., PMP 8/18/2017 12:24 PM PLOTTED BY:Ben Carter, P.E., PMP PLOTTED BY:Ben Carter, P.E., PMP Ben Carter, P.E., PMP Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\051 Shoshone Restroom Remodel\Design Activities\2.0 Drawings\2.1 Dwg\2.1.2 Current\S-501

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GENERAL NOTES AND DETAILS

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SHOSHONE OFFICE RESTROOM REMODEL

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SHOSHONE

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IDAHO

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NWBLM2017_DO#51

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NORTH WIND IDAHO FALLS

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MECHANICAL LEGEND

DRAIN

HEATING WATER SUPPLY

HEATING WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE VALVE

TRIPLE DUTY VALVE

SWING CHECK VALVE

STRAINER

FLEX CONNECTOR

HOSE END DRAIN VALVE

PRESSURE REDUCING VA.

SAFETY RELIEF VALVE

UNION

MOTORIZED T.C. VA/2-WAY

MOTORIZED T.C. VA/3-WAY

ECCENTRIC PLUG BALANCING VALVE

VALVE IN RISER

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

PIPE SIZE CHANGE

MANUAL FLOW BALANCING VALVE

(CIRCUIT SETTER)

AUTOMATIC FLOW BALANCING VALVE

PRESSURE/TEMP. TEST PLUG

NORMALLY OPEN

NORMALLY CLOSED

COMMON

CWR

CWS

HWR

HWS

D ELECTRIC THERMOSTAT

ELECTRIC THERMOSTAT W/GUARD

ACOUSTICALLY LINED SHEET

METAL DUCT

MANUAL BALANCING DAMPER

FLEX CONNECTOR

ACCESS DOORS

FIRE DAMPER

FIRE/SMOKE DAMPER

MOTORIZED DAMPER

TURNING VANE ELL

45° LOW-LOSS TAKE-OFF FITTING W/

DAMPER & FLEX DUCT

45° LOW-LOSS TAKE-OFF FITTING W/

DAMPER & RIGID ROUND DUCT

90° TEE TAKE-OFF FITTING

CONICAL 90° TEE TAKE-OFF FITTING

45° TEE TAKE-OFF FIITTING

45°-90° TEE TAKE-OFF FITTING

DIFFUSER, REGISTER, OR GRILLE THROW

PATTERN SHOWN ON DWGS.

CONNECT NEW WORK TO EXISTING

SD-1 (PLAN CODE)

8x8 (NECK SIZE)

200 (CFM)

FSD

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

HVAC ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

ACFM ACTUAL CFM

AHU AIR HANDLING UNIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AMP AMPERE (AMP,AMPS)

APD AIR PRESSURE DROP

APPROX APPROXIMATE

BHP BRAKE HORSEPOWER, BOILER HORSEPOWER

BTU BRITISH THERMAL UNIT

MBH BTU PER HOUR (THOUSAND)

CU FT CUBIC FEET

CU IN CUBIC INCH

CFM CUBIC FEET PER MINUTE

SCFM CFM, STANDARD CONDITIONS

DB DECIBEL

DIA, Ø DIAMETER

ID DIAMETER, INSIDE

OD DIAMETER, OUTSIDE

DBT DRY-BULB TEMPERATURE

EAT ENTERING AIR TEMPERATURE

E.C. ELECTRICAL CONTRACTOR

EDR EQUIVALENT DIRECT RADIATION

EXP EXPANSION

EWT ENTERING WATER TEMPERATURE

F FAHRENHEIT

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FOOT OR FEET

HZ FREQUENCY

GA GAGE OR GAUGE

GAL GALLONS

G.C. GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPD GALLONS PER DAY

HD HEAD

HGT HEIGHT

HP HORSEPOWER

RH HUMIDITY, RELATIVE

KW KILOWATT

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LWT LEAVING WATER TEMPERATURE

LF LINEAR FEET

MAX MAXIMUM

M.C. MECHANICAL CONTRACTOR

MIN MINIMUM

N O NORMALLY OPEN

N C NORMALLY CLOSED

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OBD OPPOSED BLADE DAMPER

OA OUTSIDE AIR

% PERCENT

PH PHASE(ELECTRICAL)

LBS POUNDS

PSI POUNDS PER SQUARE INCH

PSIA PSI ABSOLUTE

PD PRESSURE DROP OR DIFFERENCE

PSIG PSI GAUGE

R/O RUN OUT

RH RELATIVE HUMIDITY

RA RETURN AIR

RPM REVOLUTIONS PER MINUTE

SH SENSIBLE HEAT

SPEC SPECIFICATION

SP VOL SPECIFIC VOLUME

STD STANDARD

SP STATIC PRESSURE

SUCT SUCTION

SA SUPPLY AIR

TEMP TEMPERATURE

TD TEMPERATURE DIFFERENCE

T STAT THERMOSTAT

TONS TONS OF REFRIGERATION

T.C. TEMPERATURE CONTROL

VAC VACUUM

VAV VARIABLE AIR VOLUME

VEL VELOCITY

V VOLT

VOL VOLUME

VFD VARIBLE FREQUENCY DRIVE

WPD WATER PRESSURE DROP

W/ WITH

EXISTING

(E)

1. CONTRACTOR SHALL BE AWARE THAT THIS IS A REMODELING PROJECT AND AS SUCH, CERTAIN

ITEMS AND SIZES CANNOT BE FULLY ILLUSTRATED NOR EXPLAINED WITHOUT FIELD

OBSERVATION. THEREFORE, THIS CONTRACTOR IS ADVISED TO VISIT AND EXAMINE THE JOB SITE

AND BUILDING IN EVERY DETAIL AS PERTAINS TO THIS PROJECT AND MAKE ALLOWANCES IN

THEIR PROPOSAL FOR ALL CONDITIONS THAT WILL AFFECT THE WORK INDICATED IN THE

PROJECT SPECIFICATIONS AND CONTRACT DRAWINGS.

2. ALL REMOVED ITEMS, EXCEPT THOSE NOTED TO BE REUSED OR TO REMAIN THE PROPERTY OF

THE GOVERNMENT, SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

FROM THE JOB SITE. THE GOVERNMENT RESERVES THE RIGHT TO KEEP ANY REMOVED ITEMS

EVEN THOUGH NOT NOTED ON DRAWINGS.

3. WHERE EXISTING EQUIPMENT, DUCTS, PIPES ETC. ARE TO BE REMOVED, SUCH REMOVAL SHALL

INCLUDE ALL ANCHORS, BASES, HANGERS, ETC.

4. CONTRACTOR MUST MEET WITH THE GOVERNMENT OR THEIR REPRESENTATIVE AND DISCUSS

THE PROPOSED WORK SCHEDULE FOR REMOVAL, AND REMODELED WORK WITHIN CONTRACT

DRAWINGS PRIOR TO PERFORMING ANY WORK. THE CONTRACTOR SHALL INFORM THE

GOVERNMENT OR THEIR REPRESENTATIVE, OF THE INTENT TO DO SO AT LEAST 48 HOURS

BEFORE SUCH WORK BEGINS.

5. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED.

6. CONTRACTOR SHALL REPORT AMOUNTS OF MATERIAL RECYCLED IN WEIGHT TO GOVERNMENT.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS ACCESS TO ENTRIES AND

LIFE-SAFETY EXITS FOR THE OCCUPANTS AT ALL TIMES.

8. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH AND REPAIR ALL ITEMS

DAMAGED DURING CONSTRUCTION.

1. COORDINATE INSTALLATION OF PIPING AND DUCTWORK WITH STRUCTURAL COMPONENTS AND

OTHER SYSTEM INSTALLATIONS. CREATE PENETRATIONS IN EXISTING BUILDINGS AND PATCH

AND REPAIR SURFACES AS REQUIRED TO MATCH EXISTING.

2. ALL DUCT ABOVE RATED CORRIDOR AREAS ARE TO BE MINIMUM 22 GAUGE SHEET METAL.

3. ALL DUCT DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS.

4. SEAL ALL MECHANICAL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES WITH U.L. APPROVED

FIRE-RATED SYSTEM.

5. COORDINATE LOCATION OF HVAC EQUIPMENT WITH ALL OTHER TRADES TO MAINTAIN ACCESS

AND SERVICE CLEARANCES.

6. COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR MECHANICAL ITEMS

REQUIRING ACCESS THAT ARE CONCEALED BEHIND FINISHED AREAS. PROVIDE A DRAWING WITH

PROJECT SUBMITTALS THAT SHOWS THE LOCATIONS AND SIZE OF PANELS.

GENERAL HVAC NOTES:

REMOVE FOR DEMOLITION

FAN SCHEDULE

PLAN

CODE

MFGR MODEL NO. DRIVE CFM RPM

E.S.P.

(IN W.C.)

POWER

(V/PH/HZ)

FAN TYPE SERVES REMARKS

EF-1 GREENHECK SP-A390 DIRECT 300 1350 0.2 135.0 115/1/60 CEILING MOUNTED MENS RESTROOM 1, 2

EF-2 GREENHECK SP-A200 DIRECT 225 900 0.2 47.1 115/1/60 CEILING MOUNTED WOMENS RESTROOM 1, 2

EF-3 GREENHECK SP-B90 DIRECT 75 700 0.2 17.8 115/1/60 CEILING MOUNTED JANITORS CLOSET 1, 2

SCHEDULE NOTES:

1. ALL FANS SELECTED AT 4000FT ABOVE SEA LEVEL.

PROVIDE UNIT WITH BACKDRAFT DAMPER, SMACNA APPROVED GOOSNECK, AND SPEED CONTROLLER.

ELECTRIC HEATER SCHEDULE

PLAN

CODE

MFGR MODEL NO. TYPE CAPACITY BTUH AMPS

POWER

(V/PH/HZ)

REMARKS

EUH-1 QMARK AWH4404F WALL MOUNTED 3 KW

10,235

14.4 208/1/60 1, 2, 3

EUH-2 QMARK AWH4404F WALL MOUNTED 3 KW

10,235

14.4 208/1/60 1, 2, 3

SCHEDULE NOTES

1. PROVIDE BACK BOX FOR RECESSED MOUNTING,INTEGRAL TAMPER PROOF THERMOSTAT, FAN DELAY SWITCH, BACK

BOX.

2 INSTALL PER MANUFACTURER'S REQUIREMENTS. PROVIDE UL LISTED ELECTRIC WALL HEATER.

3 PROVIDE ALL REQUIRED SERVICE AND OPERATIONAL CLEARANCES, INCLUDING ALL REQUIRED CLEARANCES TO

COMBUSTIBLES AND ALL CLEARANCES REQUIRED BY NEC ARTICLE 110.

DEMO GENERAL NOTES:

DIFFUSER, REGISTER & GRILLE SCHEDULE

PLAN

MFGR MODEL

MODULE

NECK SIZE MATERIAL

COLOR/

REMARKS

CODE SIZE FINISH

SD-1 TITUS MCD 24" x 24" FOR AC CEILING

8"Ø IN 12" x 12"

SQUARE NECK

STEEL WHITE 1

SD-2 TITUS MCD FOR GYP CEILING

10"Ø IN 12" x 12"

SQUARE NECK

STEEL WHITE 1

SD-3 TITUS MCD FOR GYP CEILING

8"Ø IN 12" x 12"

SQUARE NECK

STEEL WHITE 3

RG-1 TITUS 50F NA 22" x 10" STEEL WHITE 1, 2

SCHEDULE NOTES:

1. CEILING GRID IS 48"x24" ACOUSTICAL CEILING. PROVIDE ANY CROSSBAR TO MAKE NEW GRD'S FIT INTO CEILING.

2. PROVIDE EGGCRATE GRILL WITH 1/2"x1/2" x1" CORE.

3. GYP CEILING IN RESTROOMS, PROVIDE OPPOSED BLADE DAMPER IN SUPPLY DIFFUSERS FOR GYP CEILING.

SUPPLY AIR DUCT

RETURN AIR DUCT

EXHAUST AIR DUCTEA

10658

I S

8-17-17

CFM

6"Ø

5"Ø

CFM

15x26

10x16

10x12

12x22

15x20

6"Ø

CFM

8"Ø 6"Ø

CFM

7"Ø

8"Ø

6"Ø

(E) 12"Ø RETURN AIR

DUCTWORK

(E) 13"Ø

RETURN AIR

DUCTWORK

(E) 12"Ø RETURN AIR

DUCTWORK

15x10

CFM

A E

10658

I S

15x26

10x16

10x12

12x22

15x20

6"Ø

CFM

9x15

CFM CFM

8"Ø

CFM

7"Ø

8"Ø

6"Ø

RETURN AIR

(E) 13"Ø

RETURN A

DUCTWO

(E) 12"Ø RETURN AIR

DUCTWORK

15x10

CFM

A E

SD-1

8"Ø

SD-1

8"Ø

SD-3

8"Ø

SD-3

8"Ø

EUH-2

EUH-1

EF-2

EF-1

8"Ø

6"Ø

8"Ø

SD-2

10"Ø

RG-1

EF-3

CAP

10"Ø

8"Ø

8"Ø L

10658

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PLUMBING LEGEND

1. COORDINATE PLUMBING FIXTURES AND RELATED PIPING WITH ALL OTHER TRADES AS REQUIRED.

2. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING UTILITIES AS INDICATED. REFERENCE, PLUMBING, ELECTRICAL DRAWINGS. FIELD LOCATE UNDERGROUND LINES, MARK AND PROTECT AS NECESSARY.

COORDINATE PROTECTION AND ANY AND ALL TEMPORARY DISRUPTIONS OF SERVICE WITH

GOVERNMENT AS NECESSARY. PROVIDE ANY REQUIRED SHORING AND STRUCTURAL SUPPORTS OF

PIPING AND CONDUITS AS REQUIRED. SCHEDULE WORK AND ANY REQUIRED INSPECTIONS TO

MINIMIZE DISRUPTION OF SERVICE AS NECESSARY.

3. REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT FIXTURE LOCATIONS AND MOUNTING HEIGHTS.

4. LOCATE WATER PIPING IN HEATED AREAS ONLY. DO NOT LOCATE PIPING IN NON-INSULATED ATTIC, CEILING OR WALL SPACES. DO NOT LOCATE WATER PIPING IN ANY EXTERIOR WALL.

5. WASTE PIPING SMALLER THAN 4" IS TO BE SLOPED AT 1/4" PER FOOT. ALL WASTE PIPING 4" AND

LARGER IS TO BE INSTALLED AT 1/8" SLOPE PER FOOT, UNLESS GREATER SLOPE IS REQUIRED BY THE

LOCAL AUTHORITY HAVING JURISDICTION.

6. PROVIDE WATER HAMMER ARRESTORS FOR ALL FLUSH VALVE FIXTURES. SIZE AND INSTALL PER

MANUFACTURERS REQUIREMENTS.

7. ACCESS PANEL LOCATIONS MUST BE COORDINATED WITH EITHER GOVERNMENT OR GENERAL

CONTRACTOR. COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR MECHANICAL

ITEMS REQUIRING ACCESS THAT ARE CONCEALED BEHIND FINISHED AREAS. PROVIDE A DRAWING

WITH THE PROJECT SUBMITTALS SHOWING THE LOCATIONS AND SIZES OF PANELS.

8. ALL FLOOR DRAINS AND FLOOR SINKS TO BE INSTALLED WITH TRAP PRIMERS, EXCEPT FOR FLOOR

DRAINS IN SHOWERS.

8. COORDINATE WITH ALL OTHER TRADES INCLUDING MECHANICAL FOR

EQUIPMENT, FIXTURES AND RELATED PIPING.

9. PIPE SIZES NOT SHOWN ON PLANS, REFER TO PLUMBING FIXTURE SCHEDULE FOR SIZING. 2"Ø

MINIMUM IS TO BE RUN UNDERFLOOR.

1. THIS CONTRACTOR SHALL BE AWARE THAT THIS IS A REMODELING PROJECT AND AS SUCH, CERTAIN

ITEMS AND SIZES CANNOT BE FULLY ILLUSTRATED NOR EXPLAINED WITHOUT FIELD OBSERVATION.

THEREFORE, THIS CONTRACTOR IS ADVISED TO VISIT AND EXAMINE THE JOB SITE AND BUILDING IN

EVERY DETAIL AS PERTAINS TO THIS PROJECT AND MAKE ALLOWANCES IN HIS PROPOSAL FOR ALL

CONDITIONS THAT WILL AFFECT THE WORK INDICATED IN THE PROJECT SPECIFICATIONS AND

CONTRACT DRAWINGS.

2. ALL REMOVED ITEMS, EXCEPT THOSE NOTED TO BE REUSED OR TO REMAIN THE PROPERTY OF THE

GOVERNMENT, SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE

JOB SITE. THE GOVERNMENT RESERVES THE RIGHT TO KEEP ANY REMOVED ITEMS EVEN THOUGH NOT

NOTED ON DRAWINGS.

3. WHERE EXISTING EQUIPMENT, DUCTS, PIPES ETC. ARE TO BE REMOVED, SUCH REMOVAL SHALL

INCLUDE ALL ANCHORS, BASES, HANGERS, ETC.

4. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL REMOVAL ITEMS.

5. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT AREAS OR FINISHES BY DEMOLITION OR

CONSTRUCTION WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHOWN IN DARK BOLD DASHED LINES IS TO BE

REMOVED FROM THE SITE OR LEFT TO SALVAGE BY THE GOVERNMENT. ITEMS NOT SALVAGED SHALL

BE LEGALLY DISPOSED OF. THE GOVERNMENT WILL INDICATE WHICH ITEMS IF ANY ARE FOR HIS

SALVAGE. REMOVE THESE ITEMS AND STOCKPILE ON SITE AS DIRECTED BY GOVERNMENT.

7. COORDINATE ALL COOLING/HEATING AIR, DOMESTIC HOT/COLD WATER, SHUTDOWNS WITH

CONTRACTING OFFICER.

BACKFLOW PREVENTER SCHEDULE

PLAN

NOTES

CODE SERVICE MFGR MODEL TYPE MATERIAL SIZE

RPBP-1 DOMESTIC WATER WATTS LF009-S-QT REDUCED PRESSURE BRONZE 1-1/2" 1

SCHEDULE NOTES:

1. PROVIDE WITH STRAINER, AND PIPE VALVE FULL SIZE TO FLOOR DRAIN WITH AIR GAP.

EXPANSION TANK SCHEDULE

MARK MFGR MODEL SERVICE TYPE

TOTAL ACCEPTANCE

VOLUME(GAL) VOLUME(GAL)

XT-1 AMTROL ST-8 WH-1 DIAPHRAGM 3.2 1.9 1

SCHEDULE NOTES:

1. SUSPEND UNITS FROM PIPING.

PLUMBING FIXTURE AND CONNECTION SCHEDULE

PLAN FIXTURE TRIM ACCESSORIES CONNECTIONS

REMARKS

CODE ITEM MFGR MODEL TYPE MATERIAL COLOR/FINISH ITEM MFGR MODEL ITEM MFGR MODEL COLD HOT WASTE VENT

FCO CLEAN OUT JAY R SMITH 4021

ADJUSTABLE, FLOOR

CAST IRON NICKEL BRONZE - - - - - - - - - - 2

FD-1 FLOOR DRAIN JAY R SMITH 2005 LIGHT DUTY FLOOR DRAIN CAST IRON CAST IRON STRAINER JAY R SMITH -NB TRAP PRIMER CONNECTION JAY R SMITH P050 - - 2" 2" 4

GCO CLEAN OUT JAY R SMITH 4221 GRADE HEAVY DUTY CAST IRON CAST IRON - - - - - - - - 2

JS-1 JANITOR SINK FIAT TSB3000 24"x24"X12" BASIN WITH DROP FRONT TERRAZZO GREY FAUCET FIAT 830-AA HOSE AND BRACKET FIAT 832-AA 3/4" 3/4" 3" 2" 5

L-1 LAVATORY KOHLER K-2917-4

OVAL, COUNTER MOUNT

VITREOUS CHINA WHITE SINGLE HANDLE FAUCET KOHLER K15198-4RA ADA INSULATION KIT TRUEBRO LAVGUARD 2 1/2" 1/2" 2" 1-1/2" 1, 3, 7

S-1 BREAK ROOM SINK ELKAY LR1919PD

SELF RIMMING, SINGLE BOWL

STAINLESS STEEL STAINLESS STEEL FAUCET WITH SPRAYER ELKAY LKGT1041 1/2" 1/2" 2" 1-1/2" 1, 8

MV-1 MIXING VALVE WATTS LFUSG-B-M2 ASSE 1070 THERMOSTATIC MIXING VALVE LEAD FREE BRASS STANDARD - - - - - - 3/8" 3/8" - -

T-1 TOILET KOHLER K-4302

17" HIGH, FLOOR MTD

VITREOUS CHINA WHITE

FLUSH VALVE, 1.6 GPF

KOHLER K-13516 SEAT KOHLER K-4670-CA 1" - 4" 2"

T-2 TOILET KOHLER K-4350

15" HIGH, FLOOR MTD

VITREOUS CHINA WHITE

FLUSH VALVE, 1.6 GPF

KOHLER K-13516 SEAT KOHLER K-4670-CA 1" - 4" 2"

TP-1 TRAP PRIMER PPP PRO1-ULP500 UNDER LAV CHROME CHROME - - - - - - 1/2" - - - 4

U-1 URINAL KOHLER K-4991-ET WALL MOUNTED VITREOUS CHINA WHITE

FLUSH VALVE, 0.125 GPF

KOHLER K-76317 - - - 3/4" - 2" 1 1/2" 7

VB-1 VALVE BOX SIOUX CHIEF 696-G2413 WASHER OUTLET/SUPPLY BOX ABS WHITE - - - - - - 1/2" - - - 6,10

ALL STOP VALVES TO BE QUARTER TURN, ALL FAUCET RISERS TO BE BRAIDED STAINLESS STEEL. P-TRAP TO BE CHROME PLATED CAST BRASS. ALL BENDS TO BE CHROME PLATED TUBULAR BRASS WITH DIE CAST NUTS AND SHALLOW ESCUTCHEONS.

SCHEDULE NOTES:

1. ORDER SINK/LAVATORY WITH HOLES TO MATCH FAUCET AND OTHER ACCESSORY REQUIREMENTS.

2. SIZE VARIES SEE DRAWING FOR SIZES.

3. FAUCET IS PROVIDED WITH GRID STRAINER WITH TAILPIECE.

4. TRAP PRIME ALL FLOOR DRAINS.

5. PROVIDE WITH FIAT ACCESSORIES - STRAINER, MOP HANGER BRACKET. SINK TO INCLUDE STAINLESS STEEL CAPS ON ALL CURBS.

6. COORDINATE INSTALL HEIGHT WITH OWNERS WATER DISPENSING EQUIPMENT.

7. SEE ARCHITECTURAL DRAWINGS FOR INSTALLATION HEIGHTS.

8. SINK IS PROVIDED WITH BUILT IN BASKET STRAINER.

9. ADA COMPLIANT HEIGHT.

10. VALVE BOX IS INCLUDED WITH 2 SUPPLY VALVES. PIPE CW TO BOTH VALVES.

DOMESTIC HW RECIRC PUMP SCHEDULE

PLAN

MFGR MODEL NO. GPM

TOTAL

RPM

MOTOR POWER

WEIGHT LBS REMARKS

CODE

DEVELOPED HEAD (FT)

(V/PH/HZ)

RP-1 B&G NRF 8S/LW 1 7 2800 39 WATTS 115/1/60 9 1

SCHEDULE NOTES:

1. PROVIDE AQUASTAT/TIMER KITON PUMP. B&G TC-1/AQS-3/4.

PLUMBING ABBREVIATIONS

WATER HEATER SCHEDULE

PLAN

MFGR MODEL

FUEL STORAGE INPUT RECOVERY TEMP ELECTRIC REMARKS

CODE TYPE

(GAL) (BTU/HR) (GPH)

RISE V/PH/HZ

WH-1 AO SMITH GPDL-40 LPG 40

40,000

45 90°F NA

1, 2, 3

SCHEDULE NOTES:

1. SET WATER HEATER AT 140°.

2. INSTALL XT-1. SEE DETAIL

3. PROVIDE 3" CPVC INTAKE AND 3" FLUE EXHAUST PIPE SEPARATELY PIPED TO OUTSIDE VENT THRU ROOF PER MANUFACTURERS INSTALLATION REQUIRMENTS.

GENERAL PLUMBING NOTES:

GENERAL PLUMBING DEMOLITION NOTES:

10658

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3/4"

1-1/2"

(E) 1/2"

3/4"

10658

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10658

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3/4"

1-1/2"

3/4"

HWC

1-1/2"

H W

C W

HWC

10658

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CLG

I S

T E

I O

O F

L L

GFI

L1L1

EUH-2

EUH-1

EF-2

EF-1

I S

T E

I O

L L

NW51_G101

NW51_A001

NW51_A002

NW51_A101

NW51_A121

NW51_A701

NW51_A901

NW51_M001

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NW51_M001-M001

NW51_M010

Sheets and Views

NW51_M010-M010

NW51_M100

Sheets and Views

NW51_M100-M100

NW51_P001

Sheets and Views

NW51_P001-22x34 Plot Layout

NW51_P010

Sheets and Views

NW51_P010-P010

NW51_P011

Sheets and Views

NW51_P011-P011

NW51_P101

Sheets and Views

NW51_P101-P101

NW51_P102

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NW51_P102-P102

NW51_P201

Sheets and Views

NW51_P201-22x34 Plot Layout

NW51_E100

NW51_E101

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S-501

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