7a- Plan Set - DRF area remodel.pdf

@ at A.B. anchor bolt A/C air conditioning ACC PNL access panel ACOUST acoustical ACT acoustical ceiling tile AD area drain ADJ adjacent AFF above finished floor AIB air infiltration barrier ALT alternate ALUM aluminum ANOD anodized APPROX approximate ARCH architect AUTO automatic BBD bulletin board BD board BITUM bituminuous BL building line BLDG building BLK block BLKG blocking BM beam/bench mark BO by owner B.O. bottom of BOT bottom BRG bearing BSBD baseboard BTWN between B.O.W. bottom of wall BU built up CAB cabinet CAP capacity CB catch basin CL centerline C.C. center to center CDX exterior grade plywood CG corner guard CH channel CI cast iron/cubic inches CJ control joint CLG ceiling C.L.L. contract limit line CL center line

ABBREVIATIONS:

GA gauge GB grab bar GALV galvanized G.C. general contractor GEN general GFRG glass fiber reinforced gypsum GI galvanized iron GL glass GLU LAM or G.L.B. glue laminated beam GRD grade/grid GWB gypsum wall board GYP gypsum HB hose bib HC hollow core/handicapped HD BD Hard board HDR header HOR horizontal HR hour HT height HTG heating HVAC heating, ventilation, air conditioning HW hot water

PART.BD.particle board PART’N partition PC precast concrete PFM prefinished metal PL plate P.LAM plastic laminate PLWD plywood PNL panel PR pair PSL parallel strand lumber PT point PTD paper towel dispenser

T tread/thermostat TB towel bar TEL telephone TEMP temperature T&G tongue and groove THK thick THRU through TJI Truss Joist Incorporated

CLR clear CMU concrete masonry unit CO clean out COL column CONC concrete COND condition CONF conference CONN connection CONST construction CTRD centered CONT continuous CONTR contractor CORR corridor CPT carpet CT ceramic tile CUH cabinet unit heater CW curtain wall system CY cubic yard DBL double DEPT department DF drinking fountain DIA diameter DIAG diagonal DIM dimension DISP dispenser DN down DR door DWR drawer DS downspout DTL detail DWG drawing E east EA each EIFS exterior insulation finish system E.J. expansion joint EL/ELEV elevation - height/elevator ELEC electrical ENCL enclosure EO electrical outlet EP electrical panel EQ equal EQUIP equipment EWA/EW exterior wall assembly EWC electrical water cooler EWH electrical water heater (E)/EXISTexisting EXH exhaust EXP expansion EXT exterior

IN inch INCL included INFO information INSUL insulation INT interior IWA/IW interior wall assembly

T.O. top of T.O.B. top of beam T.O.C. top of concrete T.O.P. top of plate T.O. FTG top of footing T.O.S. top of steel T.O.SL. top of slab T.O.W. top of wall TPD toilet paper dispenser TR tread TS tubular steel TV television TYP typical UG underground UNO unless noted otherwise UR urinal VAC vacuum outlet VAR varies VB vapor barrier VCT vinyl composition tile VERT vertical VEST vestibule VFY verify VT vinyl tile VWC vinyl wall covering W west/women/width W/ with W/O without WC water closet WD wood W/D washer/dryer WH water heater WNDW window WP waterproof WR water resistant WRB weather resistive barrier WT weight WWF welded wire fabric WWM welded wire mesh X by YD yard

REINF reinforcing REQD required RES resilient RM room RO rough opening RV roof vent R&S rod and shelf S south SACT suspended acoustical ceiling tile SC solid core SCD seat cover dispenser SCHED schedule SD soap dispenser SECT section SF square feet SGL single SHT sheet SHTG sheathing SHWR shower SIM. similar S.I.P. structural insulated panel SLNT sealant SOG slab on grade SPEC specifications S.S. stainless steel SS service sink SSM solid surface material STD standard STF storefront STL steel STOR storage STRUCT structural SUBFLR subfloor SUSP suspended SV sheet vinyl SY square yard

M men's MAT material MAX maximum MECH mechanical MDF medium density fiber board MEMB membrane MEZZ mezzanine MFR manufacturer MH manhole MIN minimum MIR mirror MISC miscellaneous MO masonry opening MTL metal MULL mullion N north NA not applicable NIC not in contract NO number NTS not to scale OFCI owner furnished/contractor installed OC on center OD outside diameter OH overhead/opposite hand OPNG opening OPP opposite

FLR/FL floor FLUOR fluorescent FND feminine napkin dispenser/disposal FOC face of concrete FOF face of finish FOS face of stud FOW face of wall FT foot or feet FTG footing

QTY quantity R/RAD radius R riser RA roof/ceiling assembly RB rubber base RD roof drain RE regarding REF reference/refrigerator

JAN janitor JST joist JT joint LAV lavatory LF lineal foot LTG lighting

FA fire alarm/floor-ceiling assembly FAH fire alarm horn FAS fire alarm station FD floor drain FDN/FND foundation FE fire extinguisher FEC fire extinguisher cabinet FF finished floor FFHB frost free hose bib FG finish grade FH fire hydrant FIN. FLR top of floor sheathing FIN finish FIXT fixture F.O. face of

PTD/R paper towel dispenser/receptacle PVMT pavement PVC polyvinylchloride

SCALE

BUILDING SECTIONS

WALL SECTIONS

EXTERIOR ELEVATION

DETAIL CALLOUT

INTERIOR ELEVATION

DOOR NUMBER

WINDOW TYPE

ROOM NAME, NUMBER, AND

AREA

GRID LINES:

LETTERS LEFT TO RIGHT

NUMBERS TOP TO BOTTOM

WALL TYPE

ELEVATION TAG, FLOOR = 100' - 0"

REFERENCE SYMBOLS:

DRAWING TITLE

STOREFRONT/CURTAINWALL

CALLOUT

TEXT INDICATES STOREFRONT

SYSTEM:

iSF = INTERIOR STOREFRONT

SF = EXTERIOR STOREFRONT

CW = CURTAINWALL

FIRE EXTINGUISHER, SEE CODE

PLANS

SHEET

NUMBER

DRAWING

NUMBER

SHEET

NUMBER

DRAWING

NUMBER

SHEET NUMBER

DRAWING

NUMBER

SHEET NUMBER

DRAWING

NUMBER

SHEET NUMBER

DRAWING NUMBER

FE

WITH CABINET

WALL-HUNG, NO

CABINET

ROOF TYPE

-SEE ELEVATIONS FOR HEIGHTS

"SIM" INDICATES SIMILAR

CONDITION; SEE NOTES

FLOOR TYPE

A7-14

A3-8

A5-2

VIEW NAME

1/8" = 1'-0"

A

Room name

A

101A

A1-1

A1-1

FA1

Name

Elevation

RA1

SIM

cw1 i1

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS & CONDITIONS.

EXISTING DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED.

2. REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTIONS & REQUIREMENTS OF

CONSTRUCTION.

3. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES, PROVIDE ON-SITE

SUPERVISION & BE RESPONSIBLE FOR COMPLIANCE WITH ALL SAFETY PRECAUTIONS, CODES

AND REGULATIONS.

4. PROTECT EXISTING UTILITIES, SITE IMPROVEMENTS & PLANTING TO REMAIN.

5. PATCH ANY SURFACES DAMAGED DURING CONSTRUCTION. SURFACES ARE TO BE PATCHED

FLUSH WITH EXISTING. MATCH EXISTING ADJACENT FINISH OR APPLY NEW FINISH AS

SCHEDULED.

6. PROVIDE SOLID BACKING FOR ALL WALL-MOUNTED ITEMS.

7. IN GENERAL, REPETITIVE DETAILS DRAWN ARE SHOWN IN FULL ONLY ONCE. REPETITIONS MAY

NOT BE COMPLETE IN EVERY DETAIL AS SHOWN IN THE ORIGINAL DETAIL.

8. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.

9. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUBFLOOR UNLESS NOTED OTHERWISE.

10. WHERE COLUMNS & STUD WALLS ALIGN, GYPSUM BOARD TO BE CONTINUOUS OVER COLUMNS

OR BOXED AROUND COLUMN IF COLUMN PROJECTS BEYOND WALL.

11. BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITION OR AREA OF FINISH THAT IS IN

QUESTION OR NOT NOTED.

12. SEAL ALL PENETRATIONS OF WALLS, FLOORS AND CEILINGS WITH A FIRE RATING EQUIVALENT

TO THE CONSTRUCTION PENETRATED AND PER DETAILS & SPECIFICATIONS.

13. DUST BARRIERS MUST BE INSTALLED WHEREVER NEW WORK IS ADJACENT TO OCCUPIED

AREAS. BARRIERS MUST BE SEALED TO INSURE NO DUST TRANSMISSION TO OCCUPIED SPACES.

14. COORDINATE LAYOUT, CLEARANCES, PENETRATIONS, BACKING & FASTENERS WITH WORK TO

FOLLOW.

15. HEATING, PLUMBING AND ELECTRICAL PLANS WHERE SHOWN DIAGRAMMATICALLY ARE

INTENDED TO INDICATE CAPACITY, SIZE, LOCATION & GENERAL ARRANGEMENTS. ALL

NECESSARY FEATURES OF RELATED CONSTRUCTION WILL BE REQUIRED AS IF SHOWN IN

DETAIL.

16. WHERE MECHANICAL & ELECTRICAL EQUIPMENT LOCATIONS CONFLICT ELECTRICAL, LIGHT

FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.

17. PROVIDE SUFFICIENT STUD DEPTH TO CONCEAL MECHANICAL & ELECTRICAL WORK IN WALLS.

18. PROVIDE ALL NEW MATERIALS (U.N.O.) AND QUALIFIED CRAFT PERSONS TO COMPLETE THE

WORK.

19. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW

MINOR DETAILS OF PROPOSED INSTALLATIONS. THE INCLUSION OF THESE MINOR DETAILS IS

IMPLIED TO PROVIDE A COMPLETE PROJECT AND ARE TO BE INCLUDED AS A PART OF A BID.

20. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.

21. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS &

SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL

CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT.

22. CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES AND

SITE CLEAN.

23. THE CONTRACTOR SHALL PROVIDE ALL CEILING AND/OR WALL ACCESS PANELS/DOORS AS

REQUIRED BY THE AIR CONDITIONING, PLUMBING & ELECTRICAL SYSTEMS, PROVIDE APPROVED ASSEMBLIES W/ SELF-CLOSING DEVICES IN RATED CONSTRUCTION. (PAINT TO MATCH ADJACENT

WALL COLOR)

24. ELECTRICAL OUTLETS AND LIGHTING ARE ONLY SHOWN ON ARCHITECTURAL "A" SHEETS WHERE

PLACEMENT OF SUCH IS CRITICAL TO PARTICULAR AESTHETICS. SEE ELECTRICAL DRAWINGS

FOR ALL ELECTRICAL AND DATA FEATURES.

DRAWING SET NOTE: THESE DRAWINGS ARE TO BE UTILIZED AS A COMPLETE SET FOR BIDDING &

CONSTRUCTION. INDIVIDUAL SECTIONS OF DRAWINGS SHOULD NOT BE SEPARATED FROM THE

ENTIRE SET. IMPORTANT NOTES FOR ONE AREA OF WORK MAY BE INCLUDED IN OTHER AREAS IN

THE DRAWINGS. ALL CONTRACTORS & SUPPLIERS MUST REVIEW ENTIRE DRAWING SET &

SPECIFICATIONS.

GENERAL NOTES:

GENERAL WALL NOTES

1. WALL TYPE CONSTRUCTION IS CONTINUOUS FROM SLAB TO ROOF FRAMING ABOVE UNLESS INDICATED OTHERWISE.

2. IF A WALL TYPE IS NOT INDICATED, PROVIDE WALL TYPE OF MOST SIMILAR CONDITION - VERIFY WITH ARCHITECT.

3. IN CASES OF CONFLICT BETWEEN SECTIONS AND WALL TYPES, CLARIFY WITH ARCHITECT PRIOR TO BIDDING WHEN TIME ALLOWS, OTHERWISE ASSUME THE MOST EXPENSIVE CONDITION FOR BIDDING PURPOSES.

4. STRUCTURAL NOTES, SPECIFICATIONS, STUD GAUGE NOTATIONS ETC. TAKE PRECEDENCE OVER ARCHITECTURAL WALL TYPES.

5. FOR LIGHT GAUGE (NON-STRUCTURAL) METAL FRAMING, PROVIDE MIN. 22 GAUGE STUDS UNLESS THE CONTRACTOR CAN PROVIDE

MANUFACTURER'S DATA SUPPORTING LIGHTER GAUGE STUDS BASED ON HEIGHT AND FINISH MATERIALS.

6. ALL VOIDS IN EXTERIOR WALLS - INCLUDING IN NON-VISIBLE LOCATIONS - TO BE FILLED TIGHT WITH INSULATION. SMALL CRACKS &

VOIDS TO BE CAULKED OR SPRAY-FOAMED FOR TIGHT SEAL.

7. ALL EXTERIOR WALLS TO RECEIVE VAPOR BARRIER UNDER INTERIOR FINISH. ALL SEAMS OF VAPOR BARRIER MUST BE TAPED/SEALED

TIGHT AND ALL JOINTS MUST BE TAPED/ SEALED TIGHT WITH MATERIALS AND METHODS APPROVED BY VAPOR BARRIER MFR.

8. TYPE "X" GYPSUM WALL BOARD SPECIFIED THROUGHOUT. PROVIDE WATER-RESISTANT TYPE "X" GYPSUM BOARD ON ENTIRE WALL

WHERE PLUMBING FIXTURES OCCUR. PROVIDE TILE BACKER BOARD TYPE "X" ON ALL WALLS WITH TILE.

9. WALLS INDICATED WITH ACOUSTICAL INSULATION TO MEET AN STC RATING OF 48 OR MORE, UNLESS OTHERWISE INDICATED.

10. PROVIDE SOUND ATTENUATION INSULATION ON TOP OF ACT WHERE WALLS TERMINATE AT CEILING OR 6" ABOVE CEILING. EXTEND 5

FEET TO BOTH SIDES OF WALL. HOLD INSULATION 7" AWAY FROM LIGHT FIXTURES.

11. PROVIDE BACKER ROD & CAULKING JOINT AT ABUTMENT OF ALL DISSIMILAR MATERIALS.

12. PROVIDE STEEL "J" EDGE METAL AND 1/4" CAULK JOINT AT PERIMETER OF ALL GYPSUM BOARD WALLS WHERE ABUTTING DIFFERENT

MATERIALS.

13. PROVIDE CORNER BEADS AT ALL EXTERNAL GYPSUM BOARD CORNERS.

14. PENETRATIONS OF FIRE-RESISTIVE WALLS, HORIZONTAL ASSEMBLIES SHALL BE PROTECTED AS REQUIRED IN IBC SECTION 714.

15. PROVIDE FIRE, SMOKE AND CEILING RADIATION DAMPERS AT DUCT PENETRATIONS AND AIR TRANSFER OPENINGS IN FIRE RATED

ASSEMBLIES PER IBC SECTION 717.

CEILING TYPE PER

REFLECTED CEILING

PLAN

ACOUSTIC BATT

INSULATION WHERE

OCCURS PER WALL TYPE

SEALANT

WALL TYPE PER PLAN

3 1/2" 25 GA. STUD

BRACING TO STRUCTURE

@ MAX 4'-0" OC,

ALTERNATING SIDES. NO

WOOD ABOVE CEILINGS

STRUCTURE ABOVE

45° MAX

6"

SCHEDULED BASE

PARTITION WALL BRACING

REMOVE CARPET JUST

BELOW WALL, COVER W BASE

R-21 FACED BATTS OVER

OFFICE

5/8" GYPSUM BOARD

TYPE X

3 5/8" MTL STUDS OR 2X4

WD STUDS @ 16" O.C.

(2) 5/8" GYPSUM BOARD

TYPE X

ACOUSTICAL BATT

INSULATION

5/8" GYPSUM BOARD

TYPE X

6" MTL STUDS @ 16"

OC

5/8" GYPSUM BOARD

TYPE X

NOTE: SEE ELEVATIONS AND FINISH SCHEDULES FOR

WALL FINISHES, TYPICAL ALL WALL TYPES

ACOUSTICAL BATT

INSULATION

INTERIOR WALL TYPES

INTERIOR PARTITION INTERIOR PARTITION

NON-RATED SOUND WALL NON-RATED SOUND WALL

5/8" GYPSUM

BOARD TYPE X

3 5/8" MTL STUDS

@ 16" O.C.

5/8" GYPSUM

BOARD TYPE X

5/8" GYPSUM

BOARD TYPE X

6" MTL STUDS @

16" OC

5/8" GYPSUM

BOARD TYPE X

INTERIOR PARTITION INTERIOR PARTITION

NON-RATED NON-RATED

i1 i2 i3 i4

DATE:

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A000

COVER

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 26

RENO.

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BUILDING 26 - OFFICE/

CONFERENCE REMODEL

26 FORT MISSOULA RD,

MISSOULA, MT

THESE DRAWINGS WERE PREPARED BY MOSAIC ARCHITECTURE, P.C. FOR CONSTRUCTION OF THE PROJECT DESCRIBED HEREIN. AS SUCH, THE DOCUMENTS ARE THE PROPERTY OF MOSAIC ARCHITECTURE, P.C. & MAY NOT BE REPRODUCED, COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM MOSAIC ARCHITECTURE, P.C.

SHEET INDEX

PROJECT DIRECTORY

VICINITY MAP

PROJECT

SITE

ARCHITECTURAL DRAWINGS

A000 COVER

A101 FLOOR PLAN - OFFICE

A103 FLOOR PLAN - CONFERENCEFort M is soula

R oad

ELECTRICAL DRAWINGS

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E002 ELECTRICAL SPECIFICATIONS

E003 ELECTRICAL SPECIFICATIONS

E101 POWER/SIGNAL PLAN - OFFICE

E102 POWER/SIGNAL PLAN - CONFERENCE

E201 LIGHTING PLAN - OFFICE

E202 LIGHTING PLAN - CONFERENCE

MECHANICAL DRAWINGS

M001 MECHANICAL LEGEND AND NOTES

M002 MECHANICAL SPECIFICATIONS

M003 MECHANICAL SPECIFICATIONS

M101 MECHANICAL FLOOR PLAN - OFFICE

M103 MECHANICAL FLOOR PLAN - CONFERENCE

# DATE REVISION

e2s

WALL TYPE

WALL HEIGHT

WALL STUD & FINISH HEIGHT

c GWB TO 6" ABOVE CEILING; FRAME OR BRACE TO STRUCTURE e EXTERIOR - SEE SECTIONS f FURRING p PARTIAL HEIGHT s TO STRUCTURE x SHAFT - CONTINUOUS THROUGH FLOOR ASSEMBLIES

WALL TYPE TAG

KJIH

ACT

10' - 0"

ACT

10' - 0"

SEE MEP FOR RELOCATION OF

LIGHTING AND MEP DEVICES

s

MODIFY EXISTING CLG SYSTEM

TO EXTEND NEW WALLS ABOVE

CEILING, SEE DETAIL. REMOVE AND

MODIFY MAIN AND SECONDARY

GRID COMPONENTS AS REQUIRED.

PROVIDE NEW EDGE TRIM AT NEW

WALLS. CONTRACTORS OPTIONS

TO FULLY REPLACE CEILING

SYSTEM IN OFFICE ROOM

KJIH

12' - 4 7/8"

A

A101 i1 i1

7'

5/

8"

/8

/2

TYPE A 36X84

EXISTING CARPET TO

REMAIN. PROTECT CARPET

DURING CONSTRUCTION.

REMOVE AS NEEDED FOR

NEW WALLS

NEW DOOR TYPE A TO MATCH

EXISTING DOORS AND TRIM.

PLACEMENT OF NEW DOOR TO TAKE

INTO CONSIDERATION THE ADJACENT

DOOR TRIM & BASE TRIM.

1/

2"

327 SF

EXEC. ASSIST

116A

122 SF

OFFICE

116B

KJIH

4'

0"

2' - 6" 3' - 11 7/8" 1' - 11 7/8"

4'

/8

8'

3/

4" 1'

3/ 8"

9'

/8

5'

6" 1'

6"

7'

0"

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

12' - 3 5/8"

FURNITURE

BY OWNER

FURNITURE

BY OWNER

NEW DOOR TRIM TO MATCH

EXISTING DOOR TRIM

DOOR TO MATCH

EXISTING DOORS

MATCH NEW TRIM TO THE

EXISTING TRIM: 1X8 PAINTED

BASE WITH QUARTER ROUND

1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM AS SHOWN

ON PLANS TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE

WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN,

WALL, SOFFIT, ETC., START GRID AT INDICATED SURFACE.

2. SEE FLOOR PLAN FOR WALL TYPES AND WALLS THAT EXTEND

FULL HEIGHT TO STRUCTURE.

3. CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY FOR

COORDINATION WITH CEILING FINISH SYSTEM.

4. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE FINISH

OF CEILING AND ARE ROUNDED TO THE NEAREST INCH.

GENERAL CEILING NOTES

CEILING LAYOUT NOTES: LAY-IN CEILINGS ARE SHOWN CONCEPTUALLY.

IT IS THE INTENT THE CEILINGS AREA CENTERED WITHIN THE ROOM. IN

ODD SHAPED ROOMS, PRIMARY VISUAL AREA TO BE CENTERED. CEILNG

INSTALLER SHOULD CONSULT WITH THE ARCHITECT IN THE FIELD FOR

ANY AREAS IN WHICH THEY WOULD LIKE TO MODIFY THE LAYOUT FROM

THAT SHOWN ON THE PLAN. MODIFICATIONS MAY BE ALLOWED, AT THE

DISCRETION OF THE ARCHITECT, TO EASE INSTALLATION, SAVE CUTTING,

OR INCREASE VISUAL APPEAL.

CEILING LEGEND

GWB 5/8" TYPE "X" GYPSUM WALLBOARD ON

STL. FRAMING - SEE DETAILS. PAINT P1

UNO

ACT 2x2 CEILING TILES

1. DIMENSIONS ARE TO FACE OF STUD, EXISTING WALL FINISH,

MASONRY, OR DOOR/WINDOW OPENINGS. DIMENSIONS OF EXISTING

CONSTRUCTION ARE NOT SHOWN ON DRAWINGS - VERIFY

DIMENSIONS OF ALL EXISTING CONSTRUCTION IN THE FIELD.

DIMENSIONS TO OPENINGS ARE NOMINAL. VERIFY ALL OPENINGS

WITH ROUGH OPENING REQUIREMENTS.

2. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 4" TO THE

WALL FRAMING UNO.

3. EXISTING CONSTRUCTION TO REMAIN SHOWN SHADED, NEW

CONSTRUCTION SHOWN SOLID.

4. SEE SHEET A-000 FOR WALL TYPES. IN AREAS WITH SUSPENDED

ACOUSTICAL TILE CEILINGS, GYPSUM WALL BOARD MAY BE

TERMINATED 6" ABOVE THE CEILING.

5. VERIFY EXISTING WALL CONSTRUCTION.

6. EXISTING CARPET TO REMAIN, PROTECT DURING CONSTRUCTION.

GENERAL FLOOR PLAN NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

J

MATCH NEW TRIM TO THE

EXISTING TRIM: 1X8 PAINTED

BASE TRIM W QUARTER ROUND,

FIELD VERIFY DIMENSIONS

8" 4"

7'

0"

JAMB TRIM

TIGHT TO ADJ.

SURFACES

HEAD TRIM

TIGHT TO

ADJ. SURFACE

RENOVATION NOTES

REPAINT WALL

END REPAINTING AT INSIDE CORNER

3 REMOVE BASE TRIM FOR NEW WALL CONSTRUCTION, MODIFY AND

REINSTALL REPAINT

2'

3/

8"

1' - 8 1/8"

NEW 5" VERTICAL TRIM

EX. HORIZ TRIM, CUT

BACK AND ABUT TO NEW

VERTICAL TRIM

QUARTER ROUND

@ FLOOR, MOD.

AS REQ'D

DOUBLE ACTING

HINGE

EXISTING TRIM

2X6

SHIM SPACE

1" X 5 9/16" WOOD

FRAME

3' - 4 1/4"

FACE TO FACE GYP.

3' - 6"

NEW PANEL

DOOR

HEAD CONDITION

SIMILAR

REPAINT EXISTING TRIM

TO NEAREST CORNER.

TYPICAL

DATE:

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8.04.2023

A101

FLOOR PLAN - OFFICE

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 26

RENO.

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N 1/4" = 1'-0"

RCP - OFFICE

21/4" = 1'-0"

FLOOR PLAN - OFFICE AREA

1/4" = 1'-0"

FURNITURE PLAN - OFFICE AREA

1/4" = 1'-0"

OFFICE - ELEVATION A

4 1/4" = 1'-0"

OFFICE -ELEVATION B

EXISTING TRIM EXAMPLE

1/2" = 1'-0"

DOOR TYPE

@ OFFICE - INTERIOR STYLE AND RAIL

6 PANEL WOOD DOOR

RAISED WOOD

PANELS

5" X 7/8" TRIM, PAINTED

SLIGHTLY EASED

EDGES, MITER CORNERS

DOOR TYPE A

HARDWARE:

DOOR 116: 3 HINGES, OFFICE LEVER HANDLE LOCKSET, DOME FLOOR STOP

DOOR 121: 3 - 6" DOUBLE ACTING HINGES (100MM), DUMMY LEVERSET, KICK-DOWN DOOR

STOP WITH FOOT RELEASE, (2) DOME FLOOR STOPS

ALL HARDWARE TO HAVE "OIL RUBBED BRONZE" FINISH. IF FINISH NOT AVAILABLE FOR

DOUBLE ACTING HINGES, USE CLOSEST DARK MATTE FINISH AVAILABLE

1 1/2" = 1'-0"

NEW DOOR @ EX. OPENING

DOOR TYPE A

@ CONFERENCE - INTERIOR STYLE AND RAIL

6 PANEL WOOD DOOR

# DATE REVISION

DN

32' - 0 1/2"

SEATS: 32

SCREEN

K

JIH

ACT

11' - 0"

K

JIH

A

A103

1151 SF

OFFICE/CONF ROOM

3' - 9"

5'

3" 5'

4'

9"

6'

3"

FLOOR PLAN LINE LEGEND - UNDER CARPET POWER/DATA

TRACK SYSTEM

PURPLE DASH LINE INDICATES TRACK LOCATION, SEE ELECT.

RED DASH LINE INDICATES UNDER-CARPET TRANSITION RAMP

SYSTEM. REMOVE CARPET TILE AND REINSTALL OVER RAMP SYSTEM

ROUNDED END

UNDER-CARPET "RAMP"

TRACK ENTRANCE: PROVIDE IN-WALL

ENTRANCE FITTINGS, NOTCH NEW

BASE TRIM AROUND FITTING

BRING POWER FROM SOUTH WALL

POWER TRACK RAMP

RADIUS AT TRACK ENDS

A103

TYP.

2 J I

1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM AS SHOWN

ON PLANS TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE

WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN,

WALL, SOFFIT, ETC., START GRID AT INDICATED SURFACE.

2. SEE FLOOR PLAN FOR WALL TYPES AND WALLS THAT EXTEND

FULL HEIGHT TO STRUCTURE.

3. CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY FOR

COORDINATION WITH CEILING FINISH SYSTEM.

4. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE FINISH

OF CEILING AND ARE ROUNDED TO THE NEAREST INCH.

GENERAL CEILING NOTES

CEILING LAYOUT NOTES: LAY-IN CEILINGS ARE SHOWN CONCEPTUALLY.

IT IS THE INTENT THE CEILINGS AREA CENTERED WITHIN THE ROOM. IN

ODD SHAPED ROOMS, PRIMARY VISUAL AREA TO BE CENTERED. CEILNG

INSTALLER SHOULD CONSULT WITH THE ARCHITECT IN THE FIELD FOR

ANY AREAS IN WHICH THEY WOULD LIKE TO MODIFY THE LAYOUT FROM

THAT SHOWN ON THE PLAN. MODIFICATIONS MAY BE ALLOWED, AT THE

DISCRETION OF THE ARCHITECT, TO EASE INSTALLATION, SAVE CUTTING,

OR INCREASE VISUAL APPEAL.

CEILING LEGEND

GWB 5/8" TYPE "X" GYPSUM WALLBOARD ON

STL. FRAMING - SEE DETAILS. PAINT P1

UNO

ACT 2x2 CEILING TILES

1. DIMENSIONS ARE TO FACE OF STUD, EXISTING WALL FINISH,

MASONRY, OR DOOR/WINDOW OPENINGS. DIMENSIONS OF EXISTING

CONSTRUCTION ARE NOT SHOWN ON DRAWINGS - VERIFY

DIMENSIONS OF ALL EXISTING CONSTRUCTION IN THE FIELD.

DIMENSIONS TO OPENINGS ARE NOMINAL. VERIFY ALL OPENINGS

WITH ROUGH OPENING REQUIREMENTS.

2. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 4" TO THE

WALL FRAMING UNO.

3. EXISTING CONSTRUCTION TO REMAIN SHOWN SHADED, NEW

CONSTRUCTION SHOWN SOLID.

4. SEE SHEET A-000 FOR WALL TYPES. IN AREAS WITH SUSPENDED

ACOUSTICAL TILE CEILINGS, GYPSUM WALL BOARD MAY BE

TERMINATED 6" ABOVE THE CEILING.

5. VERIFY EXISTING WALL CONSTRUCTION.

6. EXISTING CARPET TO REMAIN, PROTECT DURING CONSTRUCTION.

GENERAL FLOOR PLAN NOTES

FLOOR TRACKS W COVER

PLATES

TAPERED RAMP:

16" MIN. LENGTH

TAPERED RAMP

EXISTING CARPET

TILES REINSTALLED

OVER RAMP

REMOVABLE POWER & DATA

BOXES

ABOVE FLOOR POWER TRACK DESIGN

BASED ON LEGRAND "CONNECTRAC" FLEX

SYSTEM WITH IN-WALL TRANSITION,

COVER PLATES, TRANSITION RAMPS AND

END RAMPS. SEE ELECTRICAL FOR DATA

AND POWER DEVICES.

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1/8" = 1'-0"

FURNITURE PLAN - CONFERENCE

1/4" = 1'-0"

RCP - CONFERENCE

1/4" = 1'-0"

FLOOR PLAN - CONFERENCE

1/4" = 1'-0"

CONFRENCE ROOM - SOUTH

5 1/4" = 1'-0"

CONFRENCE ROOM - WEST

PHOTO 1

PHOTO 1 - CONFERENCE ROOM PHOTO 2 - CONFERENCE ROOM PHOTO 3 - CONFERENCE ROOM

PHOTO 3

PHOTO 2

EXISTING COL.

PROTECT FINISHES,

TYPICAL

1" = 1'-0"

FLOOR POWER TRACK INSTALL

# DATE REVISION

NEW ONE HOUR

FIRE DOOR

NEW PANEL DOOR

Add New Wall according to details listed on A101 mmsandall Line mmsandall Line mmsandall Line mmsandall Line mmsandall Stamp mmsandall Line mmsandall Line mmsandall Stamp mmsandall Line mmsandall Line mmsandall Line mmsandall Line mmsandall Line

HUMIDISTATH

THERMOSTAT W/ LOCKABLE COVERT

CARBON MONOXIDE / NITRIC OXIDE SENSORCO/NO

DUCT UP (PLAN VIEW)

DUCT DOWN (PLAN VIEW)

RECTANGULAR DUCT

WIDTH x DEPTH

W"xD"

ROUND DUCT

DIAMETER

X"ø

X"ø

FLEXIBLE DUCT

DIAMETER

R INCLINED RISE - IN DIRECTION OF AIRFLOW

D INCLINED DROP - IN DIRECTION OF AIRFLOW

INTERNAL DUCT LINING

ELBOW WITH TURNING VANES

RADIUS ELBOW

W"/D"

OVAL DUCT

WIDTH/DEPTH

SUPPLY DUCT (SECTION VIEW)

RETURN DUCT (SECTION VIEW)

EXHAUST DUCT (SECTION VIEW)

OUTDOOR AIR DUCT (SECTION VIEW)

MANUAL VOLUME DAMPER

BACKDRAFT DAMPER

ZONE DAMPER

BYPASS DAMPER

MOTORIZED DAMPER

FIRE DAMPER

FIRE/SMOKE DAMPER

SMOKE DAMPER

Z B

M F

F S

S

FLOOR/CEILING SUPPLY DIFFUSER

FLOOR/CEILING RETURN GRILLE

FLOOR/CEILING EXHAUST GRILLE

REMOTE VOLUME DAMPER

SIDEWALL SUPPLY DIFFUSER

SIDEWALL RETURN/EXHAUST GRILLE

HVAC DUCTWORK

STATIC PRESSURE SENSORSP

DIFFERENTIAL PRESSURE SENSORDP

BUILDING PRESSURE SENSOR

ANNOTATION SYMBOLS

X

X

X

X

CFM

X

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

AIR DEVICE MARK AND CFM

ME-# MECHANICAL EQUIPMENT MARK

POINT OF NEW CONNECTION

POINT OF DISCONNECTION

THERMOSTATT

ZONED THERMOSTATT

ZONED THERMOSTAT - MASTERT

ROOM HUMIDITY SENSOR

ROOM CO2 SENSOR

$ WALL SWITCH

CFM

X AIR DEVICE MARK AND CFM -

PROVIDE OPPOSED BLADE DAMPER

OBD

CFM

X AIR DEVICE MARK AND CFM -

PROVIDE RADIAL DAMPER

RD

X

X

3D VIEW NUMBER

SHEET NUMBER

#M

MECHANICAL LEGEND

R B

D

ROOM TEMPERATURE SENSOR

HVAC CONTROL SYMBOLS

NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND

SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS.

ID INSIDE DIAMETER

IFB INTEGRAL FACE & BYPASS

IGV INLET GUIDE VANES

IPS IRON PIPE SIZE

IU INDUCTION UNIT

KW KILOWATTS

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE (°F)

LF LINEAR FEET

LWT LEAVING WATER TEMPERATURE (°F)

M MOTOR OPERATED

MAU MAKEUP AIR UNIT

MB MIXING BOX

MBH 1000 BTU/HR

MC MECHANICAL CONTRACTOR

MFR MANUFACTURER

MS MINI-SPLIT

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPS NOMINAL PIPE SIZE

OA OUTSIDE AIR

OAD OUTSIDE AIR DAMPER

OBD OPPOSED BLADE DAMPER

P PUMP

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PH PHASE

PHC PREHEAT COIL

PPM PART PER MILLION

PROP PROPELLER

PRV PRESSURE REDUCING VALVE

PSIA PSI, ABSOLUTE

PSIG PSI, GAUGE

QTY QUANTITY

R REGISTER

RA RETURN AIR

RD RADIAL DAMPER

RF RETURN/RELIEF AIR FAN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SC SENSIBLE COOLER

SCFM CFM, STANDARD CONDITIONS

SD SMOKE DETECTOR

SEER SEASONAL ENERGY EFFICIENCY RATIO

SENS SENSIBLE

SP STATIC PRESSURE

SPS STATIC PRESSURE SENSOR

SS STAINLESS STEEL

T THERMOSTAT

TA TRANSFER AIR

TCC TEMPERATURE CONTROL CONTRACTOR

TCP TEMPERATURE CONTROL PANEL

TG TRANSFER GRILL

TOD TOP OF DUCT

TOP TOP OF PIPE

TOS TOP OF STEEL

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UH UNIT HEATER

UNC UNDERCUT

UV UNIT VENTILATOR

VA VOLT-AMPERE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

WB WET BULB TEMPERATURE (°F)

WC WATER COLUMN

WG WATER GAUGE

WSHP WATER SOURCE HEAT PUMP

ΔT TEMPERATURE DIFFERENCE (°F)

ACC AIR COOLED CONDENSER

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

ADJ ADJUSTABLE

AF AIR FOIL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFR ABOVE FINISHED ROOF

AFS AIR FLOW STATION

AHU AIR HANDLING UNIT

AP ACCESS PANEL

ATC AUTOMATIC TEMPERATURE CONTROL

ATM ATMOSPHERE

AWG AMERICAN WIRE GAUGE

B BOILER

BB BASEBOARD

BC BACKWARD CURVED

BD BACKDRAFT DAMPER

BF BOILER FEED

BHP BRAKE HORSEPOWER

BI BACKWARD INCLINED

BMS BUILDING MANAGEMENT SYSTEM

BOD BOTTOM OF DUCT

BOJ BOTTOM OF JOIST

BOS BOTTOM OF STEEL

BTU BRITISH THERMAL UNIT

C COMMON

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CCW COUNTER CLOCKWISE

CFM CUBIC FEET PER MINUTE

CH CHILLER

C&I CONTROLS & INSTRUMENTATION

CLG CEILING

CMU CONCRETE MASONRY UNIT

CND CONDENSATE

CONT CONTINUATION

CORR CORRIDOR

CT COOLING TOWER

CU CONDENSING UNIT

CH CABINET HEATER

CV CONTROL VALVE

CVS CONTROL VALVE STATION

CW CLOCKWISE

dB DECIBEL

DB DRY BULB TEMPERATURE (°F)

DDC DIRECT DIGITAL CONTROL

DH DUCT HEATER

DP DEW POINT TEMPERATURE (°F)

DX DIRECT EXPANSION

E EXHAUST

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE (°F)

EC ELECTRICAL CONTRACTOR

EDR EQUIVALENT DIRECT RADIATION

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EFF EFFICIENCY

ELEV ELEVATION

ERV ENERGY RECOVERY VENTILATOR

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE (°F)

F&T FLOAT & THERMOSTATIC

FA FACE AREA

FC FORWARD CURVED

FC FAN COIL

FP FIRE PROTECTION

FPM FEET PER MINUTE

FT FEET

GA GAUGE OR GAGE

GC GENERAL CONTRACTOR

GEN GENERATOR

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

H HUMIDIFIER

HC HEATING COIL

HG MERCURY

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HR HOUR

HX HEAT EXCHANGER

ABBREVIATIONS

(E) ME-# EXISTING MECHANICAL EQUIPMENT

(D) ME-# DEMOLISHED MECHANICAL EQUIPMENT

T

H

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P

ADJUSTABLE ROOM TEMPERATURE SENSOR T

COMBO ROOM TEMPERATURE & CO2 SENSORT

A

C

ADJUSTABLE COMBO ROOM TEMP & CO2 SENSORT

C/A

(REL) ME-# RELOCATE MECHANICAL EQUIPMENT

(NL) ME-# NEW LOCATION MECHANICAL EQUIPMENT

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MECHANICAL LEGEND & NOTES

26 FORT MISSOULA RD, MISSOULA, MT

REGIONAL FORESTER’S

OFFICE AND BUILDING 26

LARGE CONFERENCE

ROOM RENOVATIONS

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MECH. SHEET INDEX

NUMBER SHEET NAME

M001 MECHANICAL LEGEND & NOTES

M002 MECHANICAL SPECIFICATIONS

M003 MECHANICAL SPECIFICATIONS

M101 MECHANICAL FLOOR PLAN - OFFICE

M103 MECHANICAL FLOOR PLAN - CONFERENCE

INSTALLATION:

A. NEW PIPING, DUCTWORK AND EQUIPMENT TO BE INSTALLED IN

ACCORDANCE WITH THE CURRENTLY ADOPTED INTERNATIONAL

MECHANICAL AND INTERNATIONAL BUILDING CODES.

B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY

ANCHORED IN LOCATIONS INDICATED ON PLAN. OBSERVE

MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOGNIZED

INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THEIR

INTENDED FUNCTION.

C. INSTALL EQUIPMENT, DUCTWORK, AND PIPING SO AS TO MAINTAIN

CODE REQUIRED CLEARANCES FOR ELECTRICAL AND

TELECOMMUNICATION EQUIPMENT.

D. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF

ASSEMBLIES, WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER

AND WATER TIGHT. COORDINATE PENETRATIONS WITH GENERAL

CONTRACTOR TO PATCH TO THE SATISFACTION OF THE ARCHITECT

OR ENGINEER.

E. PER IECC 2021 EQUIPMENT MANUFACTURED AFTER 1/1/2023 SHALL

MEET MINIMUM SEER2 RATINGS.

COORDINATION:

A. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL

CONTRACTOR TO FIELD COORDINATE THE LOCATION OF

EQUIPMENT, ROUTING OF DUCTWORK, AND ROUTING OF PIPING

WITH OTHER TRADES.

B. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL

CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES

AND PROVIDE THE NECESSARY LABOR AND MATERIALS REQUIRED

FOR A COMPLETE INSTALLATION.

C. COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND

DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS,

THE ELECTRICAL LIGHTING PLANS, AND IF RELEVANT, THE

TELECOMMUNICATION AND FIRE SPRINKLER PLANS.

ELECTRICAL COORDINATION:

A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL

INFORMATION. COORDINATE WITH OTHER TRADES TO ENSURE

THAT ELECTRICAL DISCONNECTS, MOTOR STARTERS, VARIABLE

FREQUENCY DRIVES, CONTROLS, AND ELECTRICAL ACCESSORIES

ARE FURNISHED AND/OR INSTALLED BY THE APPROPRIATE TRADE.

SITE ELEVATION:

A. EQUIPMENT SHALL BE SELECTED FOR THE PROJECT ELEVATION OF

3,205 FT.

MECH. GENERAL NOTES

GRD REMARKS:

1. SUBMITTAL DATA SHALL INCLUDE N.C., THROW, VELOCITY, AND PRESSURE

DROP AS WELL AS ALL PHYSICAL AND INSTALLATION DATA.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FITTINGS

AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION.

3. N.C. VALUES IN SCHEDULE ARE VALID FOR SCHEDULE AIRFLOW ONLY AND

REPRESENT A MAXIMUM ACCEPTABLE VALUE. SUBSTITUTE EQUIPMENT

SHALL HAVE N.C. VALUE EQUAL TO OR BELOW THE VALUE SCHEDULE.

ACCESSORY REMARKS:

1. PROVIDE FRAME FOR INSTALLATION IN RELEVANT CEILING TYPE. REFER

TO ARCHITECTURAL RCP FOR CEILING TYPE.

2. PROVIDE MANUAL BALANCING DAMPER AT LOCATIONS WHERE A

SPECIFIED AIR VOLUME IS SHOWN.

GRILLE, REGISTER AND DIFFUSER SCHEDULE

MARK MANUF. MODEL DESCRIPTION NECK SIZE FUNCTION

MAX AIRFLOW

(CFM)

PERFORMANCE DATA AT MAX CFM MOUNTING & FINISH

N.C.

PRESSURE DROP

(IN WC)

THROW AT 50 FPM

(FT)

VELOCITY (FPM) THROW DIRECTION MOUNTING MATERIAL FINISH

(E) PRICE SMCD

MODULAR CORE

DIRECTIONAL

DIFFUSER

6"x6" SUPPLY 50 < 15 0.009 1 200 4 WAY LAY-IN STEEL BY ARCHITECT

S-1 PRICE SMCD

MODULAR CORE

DIRECTIONAL

DIFFUSER

6"x6" SUPPLY 50 < 15 0.009 1 200 4 WAY LAY-IN STEEL BY ARCHITECT

# DATE REVISION

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26 FORT MISSOULA RD, MISSOULA, MT

BUILDING 26 RENO.

MECHANICAL SPECIFICATIONS

GENERAL

1. THE MECHANICAL CONTRACTOR SHALL INCLUDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS AND METHODS LISTED, MENTIONED, OR

SCHEDULED IN THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS. ALL MATERIAL, EQUIPMENT, AND LABOR SHALL BE FURNISHED TOGETHER WITH ALL INCIDENTAL ITEMS REQUIRED BY GOOD PRACTICE TO PROVIDE THE COMPLETE SYSTEMS DESCRIBED.

2. EXAMINE AND REFER TO ALL ARCHITECTURAL, CIVIL, STRUCTURAL, ELECTRICAL, UTILITY, LANDSCAPE AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION CONDITIONS WHICH MAY AFFECT THE MECHANICAL WORK. INSPECT THE BUILDING SITE AND EXISTING FACILITIES FOR VERIFICATION OF PRESENT CONDITIONS. MAKE PROPER PROVISIONS FOR THESE CONDITIONS IN PERFORMANCE OF THE

WORK AND COST THEREOF.

3. ALL WORK ON THE PROJECT SHALL CONFORM TO ALL ADOPTED CITY, STATE, AND NATIONAL CODES & REGULATIONS. SUCH CODES & REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE IBC, IMC, IECC, UPC, NFPA, NEC, SERVICING UTILITY COMPANIES AND THE AUTHORITY

HAVING JURISDICTION.

4. THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE FOR AND PAY FOR ALL FEES AND PERMITS REQUIRED FOR WORK

UNDER THEIR CONTRACT AND UNDER THEIR SUPERVISION BY SUBCONTRACT.

5. ALL USAGE CONTRACTS BETWEEN THE OWNER AND THE SERVING UTILITIES COMPANY, SUCH AS MEMBERSHIP AND USAGE CHARGES OR FEES, ETC., FOR THE PURPOSE OF OBTAINING THE SERVICES FOR THE UTILITY COMPANY SHALL BE APPLIED FOR AND PAID FOR BY THE

OWNER.

RESPONSIBILITY

1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A SATISFACTORY AND COMPLETE SYSTEM IN

ACCORDANCE WITH THE INTENT OF THE DRAWING AND SPECIFICATIONS. PROVIDE, AT NO EXTRA COST, ALL INCIDENTAL ITEMS, MATERIALS, ACCESSORIES AND LABOR REQUIRED FOR COMPLETION OF THE WORK EVEN THOUGH THEY ARE NOT SPECIFICALLY MENTIONED OR

INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS.

2. THE DRAWINGS DO NOT ATTEMPT TO SHOW COMPLETE DETAILS OF THE BUILDING CONSTRUCTION WHICH AFFECT THE MECHANICAL INSTALLATION; AND REFERENCE IS THEREFORE REQUIRED TO THE ARCHITECTURAL, CIVIL, STRUCTURAL, LANDSCAPE AND ELECTRICAL DRAWINGS AND SPECIFICATIONS AND TO SHOP DRAWINGS OF ALL TRADES FOR ADDITIONAL DETAILS WHICH AFFECT THE INSTALLATION OF

THE WORK COVERED UNDER THIS DIVISION OF THE CONTRACT.

3. LOCATION OF MECHANICAL SYSTEM COMPONENTS SHALL BE CHECKED FOR CONFLICTS WITH OPENINGS, STRUCTURAL MEMBERS AND COMPONENTS OF OTHER SYSTEMS HAVING FIXED LOCATIONS. IN THE EVENT OF ANY CONFLICTS, THE ARCHITECT/ENGINEER SHALL BE CONSULTED AND THEIR DECISION SHALL GOVERN. NECESSARY CHANGES SHALL BE MADE AT THE CONTRACTOR'S EXPENSE.

4. DO NOT INSTALL EQUIPMENT UNTIL COMPLETE SHOP DRAWINGS OF SUCH EQUIPMENT HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER.

ANY WORK INSTALLED BY THE CONTRACTOR, PRIOR TO APPROVAL OF SHOP DRAWINGS, WILL BE AT THE CONTRACTOR'S RISK.

5. ALL MODIFICATIONS AND CHANGES REQUIRED DUE TO INSTALLATION OF EQUIPMENT OTHER THAN THE EQUIPMENT SCHEDULED AND SPECIFIED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE, THIS INCLUDES WORK BY OTHER TRADES. IF THE INSTALLATION OF EQUIPMENT OTHER THAN THE SCHEDULED AND SPECIFIED EQUIPMENT REQUIRES MODIFICATIONS TO STRUCTURE, ELECTRICAL SYSTEMS, PLUMBING SYSTEMS, FIRE PROTECTION OR FIRE ALARM SYSTEMS, ANY AND ALL CHANGES SHALL BE MADE AT THE MECHANICAL CONTRACTORS

EXPENSE.

6. ALL WORK TO BE PERFORMED SHALL FIRST BE SCHEDULED AND SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ACCEPTANCE.

7. THE CONTRACTOR SHALL BE CAREFUL NOT TO BLOCK ANY PATHS OF EGRESS WHILE PERFORMING THE WORK SPECIFIED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL MATERIALS RESULTING FROM HIS/HER WORK. CLEANUP SHALL BE PERFORMED TO THE LEVEL OF ACCEPTANCE OF THE OWNER'S REPRESENTATIVE & THE ENGINEER.

9. THE CONTRACTOR SHALL GUARANTEE THAT ALL WORK EXECUTED UNDER THEIR CONTRACT SHALL BE FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.

INTENT OF DRAWINGS

1. THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EXACT LOCATION OF PIPING AND DUCTWORK UNLESS

SPECIFICALLY DIMENSIONED. RISER AND OTHER DIAGRAMS ARE SCHEMATIC AND DO NOT NECESSARILY SHOW THE PHYSICAL ARRANGEMENT OF THE EQUIPMENT. THEY SHALL NOT BE USED FOR OBTAINING LINEAL RUNS OF PIPING OR DUCTWORK, NOR SHALL THEY BE USED FOR SHOP DRAWINGS FOR PIPING AND DUCTWORK FABRICATION OR ORDERING. DISCREPANCIES SHOWN ON DIFFERENT PLANS, OR BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR RESOLUTION.

MATERIALS AND EQUIPMENT

1. MANUFACTURER'S TRADE NAMES AND CATALOG NUMBERS ARE LISTED TO INDICATE THE QUALITY OF EQUIPMENT OR MATERIALS DESIRED

FOR INSTALLATION. ALTERNATIVE EQUIPMENT OR MATERIALS MAY BE SUBMITTED FOR PRIOR APPROVAL BEFORE BIDDING THE PROJECT. NO

SUBSTITUTIONS WILL BE ALLOWED AFTER BIDDING.

2. WRITTEN PRIOR APPROVAL FOR SUBSTITUTIONS MUST BE SUBMITTED TO AND RECEIVED BY THE ARCHITECT/ENGINEER SEVEN (7) DAYS PRIOR TO BID OPENING. REQUESTS FOR SUBSTITUTION ARE TO BE SUBMITTED SUFFICIENTLY AHEAD OF THE DEADLINE TO GIVE AMPLE TIME FOR EXAMINATION. PRIOR APPROVAL REQUEST FOR SUBSTITUTION MUST INDICATE THE SPECIFIC ITEM OR ITEMS TO BE FURNISHED IN LIEU OF THOSE SCHEDULED, TOGETHER WITH COMPLETE TECHNICAL AND COMPARATIVE DATA ON SCHEDULED ITEMS AND ITEMS PROPOSED FOR

SUBSTITUTION.

3. HIGH ALTITUDE OPERATION: CAPACITY OF ALL EQUIPMENT IS TO BE SIZED AND MANUFACTURED TO PERFORM AT THE ELEVATION OF THE PROJECT SITE. IF NOT SPECIFICALLY INDICATED IN THE EQUIPMENT SCHEDULE OR IN THE SPECIFICATIONS PROVIDE ALL REQUIRED

ACCESSORIES AND EQUIPMENT FOR PROPER OPERATION AT ELEVATION OF THE PROJECT SITE.

4. STORE MATERIALS AND EQUIPMENT INDOORS AT THE JOB SITE OR, IF THIS IS NOT POSSIBLE, STORE ON RAISED PLATFORMS AND PROTECT FROM THE WEATHER BY MEANS OF WATERPROOF COVERS. COVERINGS SHALL PERMIT CIRCULATION OF AIR AROUND THE MATERIALS TO PREVENT CONDENSATION OF MOISTURE. SCREEN OR CAP OPENINGS IN EQUIPMENT TO PREVENT THE ENTRY OF VERMIN.

5. ALL NEW PIPING SHALL BE IDENTIFIED WITH SETON SET MARK PIPE MARKERS, LETTERED TO MATCH EXISTING - IF APPLICABLE - AND MARKED AT A MAXIMUM OF EVERY 25 FT. ALL NEW VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS.

MATERIALS AND EQUIPMENT (CONT.)

6. SEE THE DUCTWORK SCHEDULE AND MECHANICAL PIPING SCHEDULE ON THE DRAWINGS FOR MATERIAL AND INSULATION REQUIREMENTS.

7. COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS AND THE

ELECTRICAL LIGHTING PLANS.

8. VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL

THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS.

9. PROVIDE AND INSTALL SEISMIC BRACING FOR ALL EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE INTERNATIONAL

BUILDING CODE.

10. FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS OR DIFFUSERS SHALL BE LIMITED TO 5FT.

11. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE ALL EXPOSED PIPING BELOW ADA

ACCESSIBLE FIXTURES.

12. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR.

13. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE-CAULKING ALL FIRE-RATED AND SMOKE-RATED WALL PENETRATIONS OF

PIPING, DUCTWORK, ETC.

14. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, DAMPERS AND DEVICES INSTALLED ABOVE NON-

REMOVABLE CEILINGS.

SHOP DRAWINGS AND SUBMITTALS

1. WITHIN 30 DAYS OF AWARDING OF THE CONTRACT, THE MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR SUBMITTALS

FOR ALL SCHEDULED EQUIPMENT AND MATERIALS INCLUDED IN THE CONSTRUCTION DOCUMENTS.

2. ALL SHOP DRAWINGS AND SUBMITTALS SHALL BE IN THE FORM OF ELECTRONICALLY TRANSMITTED PDFS. SHOP DRAWINGS AND SUBMITTALS SHALL INCLUDE SHOP DRAWINGS AND LITERATURE SHOWING ITEMS TO BE USED, SIZE, DIMENSIONS, CAPACITY, ROUGH-IN, AND ANY OTHER INFORMATION NECESSARY FOR A COMPLETE REVIEW. MANUFACTURER'S LITERATURE SHOWING MORE THAN ONE ITEM SHALL BE CLEARLY MARKED AS TO WHICH ITEM IS BEING FURNISHED OR IT WILL BE REJECTED AND RETURNED WITHOUT REVIEW.

3. EACH SUBMITTED ITEM MUST BE CLEARLY MARKED WITH THE PROJECT NAME, DATE, BRANCH OF WORK, SUBMITTING PARTY, REVISION NUMBER, AND ASSOCIATED SCHEDULE. SUBMITTALS NOT IDENTIFIED AS DESCRIBED ABOVE WILL BE REJECTED AND RETURNED WITHOUT

REVIEW.

4. PRIOR TO THEIR SUBMISSION, EACH SUBMITTAL SHALL BE THOROUGHLY CHECKED BY THE CONTRACTOR FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. EACH SUBMITTAL SHALL THEN BEAR A STAMP EVIDENCING SUCH CHECKING AND SHALL SHOW CORRECTIONS MADE, IF ANY. SUBMITTALS REQUIRING EXTENSIVE CORRECTIONS SHALL BE REVISED BEFORE SUBMISSION TO THE ENGINEER. EACH SUBMITTAL NOT STAMPED AND SIGNED BY THE CONTRACTOR EVIDENCING SUCH CHECKING WILL BE REJECTED AND

RETURNED WITHOUT REVIEW.

5. REVIEW OF THE SHOP DRAWINGS AND LITERATURE BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR DEVIATIONS FOR THE DRAWINGS OR SPECIFICATIONS, NOR SHALL IT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN THE SHOP DRAWINGS OR LITERATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE MATERIALS AND EQUIPMENT WHICH

MEET THE SPECIFICATIONS AND JOB REQUIREMENTS.

REVIEW & SITE INSPECTIONS

1. ALL WORK AND MATERIAL IS SUBJECT TO REVIEW AT ANY TIME BY THE ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE. IF THE

ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE FINDS MATERIAL THAT DOES NOT CONFORM TO THESE SPECIFICATIONS OR THAT IS NOT PROPERLY INSTALLED OR FINISHED, CORRECT THE DEFICIENCIES IN A MANNER SATISFACTORY TO THE ARCHITECT/ENGINEER AT THE

CONTRACTOR'S EXPENSE.

STARTUP, TESTING AND OWNER TRAINING

1. ENGAGE A FACTORY AUTHORIZED REPRESENTATIVE TO CONDUCT AN INSPECTION OF THE INSTALLATION OF THEIR COMPANY'S EQUIPMENT

PRIOR TO START-UP OF ANY EQUIPMENT. THE REPRESENTATIVE SHALL SUBMIT A REPORT IDENTIFYING ANY DEFICIENCIES TO THE ARCHITECT, ENGINEER AND CONSTRUCTION MANAGER. ANY DEFICIENCIES IDENTIFIED SHALL BE ADDRESSED PRIOR TO START-UP. START- UP SHALL BE CONDUCTED BY A FACTORY AUTHORIZED REPRESENTATIVE. STARTUP REPORTS SHALL BE SUBMITTED TO THE ARCHITECT

AND ENGINEER ONCE COMPLETED.

2. NEW AIR AND WATER SYSTEMS SHALL BE BALANCED IN THEIR ENTIRETY TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NEBB STANDARDS. EXISTING AIR AND WATER SYSTEM SHALL BE BALANCED AS NOTED ON THE DRAWINGS.

PROJECT CLOSEOUT

1. THE MECHANICAL CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE, A "RECORD SET OF DRAWINGS" SHOWING FIELD CHANGES, AS-

BUILT ELEVATIONS, UNUSUAL CONDITIONS ENCOUNTERED DURING CONSTRUCTION, AND SUCH OTHER DATA AS REQUIRED TO PROVIDE THE OWNER WITH AN ACCURATE "AS CONSTRUCTED" SET OF RECORD DRAWINGS. THE CONTRACTOR SHALL FURNISH THIS "RECORD SET" TO

THE ENGINEER FOLLOWING THE FINAL INSPECTION OF THE PROJECT.

2. THE MECHANICAL CONTRACTOR SHALL PROVIDE AN "OPERATION AND MAINTENANCE MANUAL" (O&M MANUAL) PRIOR TO THE COMMENCEMENT OF OWNER TRAINING. THE O&M MANUAL SHALL BE PROVIDED IN DIGITAL OR THREE PAPER COPIES (BOUND & LABELED) FORMAT AS REQUESTED BY THE ENGINEER OR OWNER. THE O&M MANUAL SHALL CONSIST OF A TITLE PAGE, TABLE OF CONTENTS, AND MANUAL CONTENTS. THE MANUAL CONTENTS SHALL CONSIST OF PRODUCT DATA INFORMATION, PRODUCT SERVICE/MAINTENANCE MANUAL, AND EXECUTED WARRANTY FOR EACH AND ALL EQUIPMENT AND PRODUCTS INSTALLED UNDER THE SCOPE OF THIS PROJECT.

MECHANICAL PIPE SCHEDULE

SYSTEM ABBREV PIPE MATERIAL INSULATION

CONDENSING UNIT - SUCTION LINE ONLY REF 'ACR' COPPER 1/2" ELASTOMERIC

REFRIGERATION - LIQUID & SUCTION LINES REF 'ACR' COPPER

NOTE:

1. INSULATION THICKNESS IS BASED ON A CONDUCTIVITY NOT EXCEEDING 0.27 BTU • INCH / (HR • FT² • °F)

2. PROVIDE SEISMIC BRACING OF PIPING 2-1/2" AND LARGER OR AS REQUIRED BY LOCAL CODES.

3. PIPE INSULATION MUST HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN

ACCORDANCE WITH ASTM E84 OR UL723.

4. EXPOSED PLASTIC PIPING IS NOT ALLOWED IN AIR PLENUMS. IF PLASTIC PIPE IS USED, IT MUST BE WRAPPED IN PLENUM RATED PIPE

INSULATION.

5. HYDRONIC WATER PIPING SHALL BE ONE OF THE MATERIALS SPECIFIED AT THE CONTRACTORS OPTION.

6. PIPE CONNECTIONS OF DISSIMILAR METALS SHALL REQUIRE A DIELECTRIC NIPPLE. DIELECTRIC UNIONS ARE NOT ALLOWED.

7. PROVIDE FIBERGLASS ALL SERVICE JACKET (ASJ).

8. ASJ TO BE SEALED AT SEAMS AND EDGES.

9. PROVIDE PVC COATED JACKET ON EXPOSED PIPING.

10. PROVIDE ALUMINUM JACKET WITH UV PROTECTIVE COATING ON OUTDOOR PIPING INSTALLATIONS (POLYGUARD OR APPROVED EQUAL).

11. EXTERIOR WATER PIPING AND PIPING IN UNCONDITIONED SPACES SHALL BE ENCASED IN 3" OF INSULATION.

DUCTWORK SCHEDULE

GENERAL NOTES:

1. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA GUIDELINES.

2. RECTANGULAR DUCTWORK SHALL BE GALVANIZED SHEET METAL.

3. RECTANGULAR DUCT ELBOWS SHALL HAVE TURNING VANES.

4. ROUND DUCTWORK SHALL BE GALVANIZED SPIRAL SHEET METAL.

5. DUCTWORK UPSTREAM OF VAV BOXES SHALL BE INSTALLED FOR MEDIUM PRESSURE RATING, 3 IN. W.C.

6. PROVIDE SEISMIC BRACING OF DUCTWORK AS REQUIRED BY LOCAL CODES.

7. SHEET METAL DUCTWORK GAGE SHALL BE SELECTED IN ACCORDANCE WITH SMACNA GUIDELINES.

8. DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH SMACNA AND THE CURRENT EDITION OF THE IECC.

9. DUCT INSULATION MUST HAVE FLAME SPREAD LESS THAN 25 AND SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN

ACCORDANCE WITH ASTM E84 OR UL 723.

10. OUTSIDE AIR DUCTWORK INSULATION SHALL HAVE INTEGRAL VAPOR BARRIER IN INSULATION JACKET AND SHALL BE SEALED VAPOR TIGHT.

11. INDOOR EXHAUST DUCTWORK SHALL BE INSULATED FROM THE PENETRATION OF THE BUILDING ENVELOPE TO 10 FT UPSTREAM OF A BACKDRAFT

OF SHUTOFF DAMPER.

12. DUCT LINER SCHEDULED BELOW SHALL NOT BE PROVIDED IF SERVING SURGERY SPACES.

13. VALUES SCHEDULED BELOW ARE A MINIMUM AND SHALL BE SUPERSEDED BY MORE STRIGENT, CURRENTLY ADOPTED ENERGY OR MECHANICAL

CODE REQUIRMENTS.

JACKET:

1. FACTORY APPLIED ALL SERVICE JACKETS (ASJ) SHALL BE FOIL SCRIM KRAFT (FSK). SEAL AT EXPOSED SEAMS/ EDGES/ CORNERS WITH FSK

ADHESIVE TAPE.

2. FIELD APPLIED EXTERIOR ALUMINUM JACKET SHALL BE RATED FOR OUTDOOR USE. (POLYGUARD, ALUMAGUARD, OR APPROVED EQUAL).

1/2" ELASTOMERIC

APPLICATION

INSULATION

TYPE R-VALUE

SUPPLY (SA) MINERAL-FIBER BLANKET R-6

RETURN (RA) NONE - -

EXHAUST (EA) - SEE NOTE 11 - -

OUTSIDE (OA)

SA 5' DOWNSTREAM OF VAV BOX NATURAL-FIBER DUCT LINER - -

FLEXIBLE DUCT - 5' LENGTH MAX INTEGRAL R-6

SA & RA 10' FROM AIR HANDLER NATURAL-FIBER DUCT LINER - -

INDOOR

LOCATION VAPOR

BARRIER

YES

YES

FACTORY

INSTALLED

JACKET TYPE

FSK

FOIL

THICKNESS

1"

1"

INDOOR

INDOOR

INDOOR

NONE

MINERAL-FIBER BOARD

R-12 YES FSK

INDOOR

INDOOR

INDOOR

EXHAUST (EA) - SEE NOTE 11 R-12- -INDOOR MINERAL-FIBER BLANKET YES FSK

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SECTION 221316 - SANITARY WASTE, VENT, AND CONDENSATE PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. PIPE, TUBE, AND FITTINGS.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. COMPONENTS AND INSTALLATION SHALL BE CAPABLE OF WITHSTANDING THE

FOLLOWING MINIMUM WORKING PRESSURE UNLESS OTHERWISE INDICATED:

1. CONDENSATE PIPING: 10-FOOT HEAD OF WATER.

2. SEISMIC PERFORMANCE: CONDENSATE PIPING AND SUPPORT AND INSTALLATION

SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED

ACCORDING TO ASCE/SEI 7.

B. PIPING MATERIALS

C. PIPING MATERIALS SHALL BEAR LABEL, STAMP, OR OTHER MARKINGS OF SPECIFIED

TESTING AGENCY.

D. COMPLY WITH REQUIREMENTS IN "PIPING SCHEDULE" ARTICLE FOR APPLICATIONS OF

PIPE, TUBE, FITTING MATERIALS, AND JOINING METHODS FOR SPECIFIC SERVICES, SERVICE

LOCATIONS, AND PIPE SIZES.

E. PVC PIPE AND FITTINGS

F. COMPLY WITH NSF 14, "PLASTICS PIPING SYSTEMS COMPONENTS AND RELATED

MATERIALS," FOR PLASTIC PIPING COMPONENTS. INCLUDE MARKING WITH "NSF" FOR

PLASTIC CONDENSATE DRAIN.

G. SOLID-WALL PVC PIPE: ASTM D 1785, PRESSURE PIPE.

H. PVC SOCKET FITTINGS: ASTM D 2466, PRESSURE FITTING PATTERNS AND TO FIT

SCHEDULE 40 PIPE.

I. ADHESIVE PRIMER: ASTM F 656.

J. SOLVENT CEMENT: ASTM D 2564.

PART 3 - EXECUTION

3.1 PIPING INSTALLATION

A. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND

ARRANGEMENT OF PIPING SYSTEMS.

1. INDICATED LOCATIONS AND ARRANGEMENTS WERE USED TO SIZE PIPE AND

CALCULATE FRICTION LOSS, EXPANSION, PUMP SIZING, AND OTHER DESIGN

CONSIDERATIONS.

2. INSTALL PIPING AS INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON

COORDINATION DRAWINGS.

3. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS OTHERWISE INDICATED AND

EXCEPT IN EQUIPMENT ROOMS AND SERVICE AREAS.

B. INSTALL PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS

ARE PROHIBITED UNLESS SPECIFICALLY INDICATED OTHERWISE.

C. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING

PANEL REMOVAL.

D. INSTALL PIPING AT INDICATED SLOPES, NOT LESS THAN 1/8” PER FOOT.

E. INSTALL PIPING FREE OF SAGS AND BENDS.

F. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.

G. INSTALL SEISMIC RESTRAINTS ON PIPING.

H. MAKE CHANGES IN DIRECTION FOR CONDENSATE PIPING USING APPROPRIATE FITTINGS

FOR BRANCHES AND BENDS.

1. DO NOT CHANGE DIRECTION OF FLOW MORE THAN 90 DEGREES.

2. USE PROPER SIZE OF STANDARD INCREASERS AND REDUCERS IF PIPES OF

DIFFERENT SIZES ARE CONNECTED.

A. REDUCING SIZE OF CONDENSATE PIPING IN DIRECTION OF FLOW IS

PROHIBITED.

I. INSTALL ABOVEGROUND PVC PIPING ACCORDING TO ASTM D 2665.

J. INSTALL SLEEVES FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS.

1. COMPLY WITH REQUIREMENTS FOR SLEEVES SPECIFIED IN SECTION 220500

"GENERAL PROVISIONS OF PLUMBING AND HVAC."

2. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND

FLOORS.

K. JOINT CONSTRUCTION

L. PLASTIC, NON-PRESSURE-PIPING, SOLVENT-CEMENT JOINTS: CLEAN AND DRY JOINING

SURFACES. JOIN PIPE AND FITTINGS ACCORDING TO THE FOLLOWING:

1. COMPLY WITH ASTM F 402 FOR SAFE-HANDLING PRACTICE OF CLEANERS,

PRIMERS, AND SOLVENT CEMENTS.

2. PVC PIPING: JOIN ACCORDING TO ASTM D 2855 AND ASTM D 2665 APPENDIXES.

3.2 HANGER AND SUPPORT INSTALLATION

A. COMPLY WITH REQUIREMENTS FOR SEISMIC-RESTRAINT DEVICES.

B. COMPLY WITH REQUIREMENTS FOR PIPE HANGER AND SUPPORT DEVICES.

1. VERTICAL PIPING: MSS TYPE 8 OR TYPE 42, CLAMPS.

2. INSTALL INDIVIDUAL, STRAIGHT, HORIZONTAL PIPING RUNS:

A. 100 FEET AND LESS: MSS TYPE 1, ADJUSTABLE, SWIVEL HANGERS.

C. SUPPORT HORIZONTAL PIPING AND TUBING WITHIN 12 INCHES OF EACH FITTING, VALVE,

AND COUPLING.

D. SUPPORT VERTICAL PIPING AND TUBING AT BASE AND AT EACH FLOOR.

E. INSTALL HANGERS FOR PVC PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL

SPACING AND MINIMUM ROD DIAMETERS:

1. NPS LESS THAN 2: 48 INCHES WITH 3/8-INCH ROD.

2. SUPPORT PIPING AND TUBING NOT LISTED ABOVE ACCORDING TO MSS SP-58 AND

MANUFACTURER'S WRITTEN INSTRUCTIONS.

F. CONNECTIONS

G. WHERE INSTALLING PIPING ADJACENT TO EQUIPMENT, ALLOW SPACE FOR SERVICE AND

MAINTENANCE OF EQUIPMENT.

H. IDENTIFICATION

I. IDENTIFY EXPOSED CONDENSATE PIPING.

J. CLEANING AND PROTECTION

K. CLEAN INTERIOR OF PIPING. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES.

L. PROTECT CONDENSATE PIPING DURING REMAINDER OF CONSTRUCTION PERIOD TO

AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROM TRAFFIC AND

CONSTRUCTION WORK.

M. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK

STOPS.

N. REPAIR DAMAGE TO ADJACENT MATERIALS CAUSED BY CONDENSATE PIPING

INSTALLATION.

3.3 PIPING SCHEDULE

A. PIPING SYSTEM MATERIALS ARE IDENTIFIED IN THE TABLE BELOW. IF MORE THAN ONE

MATERIAL IS LISTED, SELECTION FROM THE MATERIALS LISTED IS AT THE CONTRACTOR’S

OPTION.

APPLICATIONLOCATION SIZE MATERIAL FITTINGS

CONDENSATE ABOVE GRADE ALL PVC SOLVENT JOINT

END OF SECTION 221316

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. BALANCING AIR SYSTEMS:

a. CONSTANT-VOLUME AIR SYSTEMS.

1.2 DEFINITIONS

A. AABC: ASSOCIATED AIR BALANCE COUNCIL.

B. NEBB: NATIONAL ENVIRONMENTAL BALANCING BUREAU.

C. TAB: TESTING, ADJUSTING, AND BALANCING.

D. TABB: TESTING, ADJUSTING, AND BALANCING BUREAU.

E. TAB SPECIALIST: AN INDEPENDENT ENTITY MEETING QUALIFICATIONS TO PERFORM TAB

WORK.

1.3 QUALITY ASSURANCE

A. TAB SPECIALISTS QUALIFICATIONS: CERTIFIED BY AABC, NEBB, TABB, OR AS APPROVED

BY THE ENGINEER PRIOR TO BIDDING.

B. CERTIFY TAB FIELD DATA REPORTS AND PERFORM THE FOLLOWING:

1. REVIEW FIELD DATA REPORTS TO VALIDATE ACCURACY OF DATA AND TO PREPARE

CERTIFIED TAB REPORTS.

2. CERTIFY THAT THE TAB TEAM COMPLIED WITH THE APPROVED TAB PLAN AND THE

PROCEDURES SPECIFIED AND REFERENCED IN THIS SPECIFICATION.

C. TAB REPORT FORMS: USE STANDARD TAB CONTRACTOR'S FORMS.

D. INSTRUMENTATION TYPE, QUANTITY, ACCURACY, AND CALIBRATION: COMPLY WITH

REQUIREMENTS IN ASHRAE 111, SECTION 4, "INSTRUMENTATION."

E.