G-001

COVER SHEET

JOLLEY

MAP OF BOUNTIFUL, UT

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

VICINITY MAP

SYMBOLS LEGEND MATERIALS LEGEND

INSULATION

MATERIAL

EARTH

ASPHALT PAVING

CONCRETE

COMPACTED GRANULAR FILL

CONCRETE MASONRY UNITS

RIGID INSULATION

GYPSUM BOARD

ACOUSTIC TILE

GLU-LAMINATE BEAM

GLASS

TILE

ALUMINUM

BRICK

STEEL

CONTINUOUS WOOD

WOOD BLOCKING

PARTICLE BOARD

PLYWOOD

PLASTER & METAL LATH

FINISH WOOD

WOOD STUD WALL

SYMBOL

OFFICE

1

ABBREVIATIONS NOTICE TO BIDDERS

1. THIS SHEET CONTAINS A LIST OF DRAWINGS WHICH COMPRISE A FULL SET OF DRAWINGS FOR THIS PROJECT. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHERPERSON PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE INFORMATION CONTAINED IN ANY AND ALL SHEETS OF DRAWINGS ANDSPECIFICATIONS. IF ANY PERSON, PARTY OR ENTITY ELECTS TO SUBMIT BIDS FOR ANY PORTION, OR ALL OF THIS PROJECT, THAT PERSON, PARTY OR ENTITY SHALL BERESPONSIBLE FOR ANY AND ALL INFORMATION CONTAINED IN THESE DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDUMS ORCLARIFICATIONS THAT MAY BE ISSUED

2. THESE DOCUMENTS SHOW THE DESIGN INTENT. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE EVERYTHING SHOWN ON THE DRAWINGS OR SPECIFIED REGARDLESS OFWHERE IT IS SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS. FOR EXAMPLE: SOME MILLWORK DETAILS HAVE STEEL FRAMES WHICH MAY BE PROVIDED BY DIVISION 05 ORWITH THE MILLWORK AT THE CONTRACTOR'S DISCRETION, BUT IT SHALL BE PROVIDED AS PART OF THE CONTRACT

3. EVERYTHING CALLED FOR IN THESE DOCUMENTS SHALL BE "NEW' AND PROVIDED BY THE CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHER PERSON PARTICIPATING IN ORBIDDING ON THIS PROJECT UNLESS NOTED OTHERWISE AS EXISTING (EXIST), NOT IN CONTRACT (NIC) OR FOR REFERENCE ONLY. FURNISHINGS SHALL BE FOR REFERENCE ONLY

DRAWING INDEX

ARCHITECT

2

MECHANICAL

3/32"=1'-0"

1

2

32

LEARNINGLAB

31

5TH GRADECLASSROOM

29

2ND GRADECLASSROOM

27

2ND GRADECLASSROOM

25

3RD GRADECLASSROOM

30

5TH GRADECLASSROOM

28

2ND GRADECLASSROOM

26

3RD GRADECLASSROOM

24

3RD GRADECLASSROOM

MEDIACENTER

8

READINGROOM

9

1ST GRADECLASSROOM

10

1ST GRADECLASSROOM

12

COMPUTERLAB

11

SPECIAL EDCLASSROOM

KITCHEN

LOCKERDRY

STORAGE

LAUNDRY

STORAGE

OFFICESCULLERY

STORAGE

STORAGE

MULTI-PURPOSE

GIRLSBOYS

FACULTYROOM

02

FAMILY

01

WOMEN

WORKROOM

STORAGE

PRINCIPAL

OFFICE

WORKROOM

COUNSELORS.E.M.

BOILERROOM

RESOURCE /SPEECH

HEALTHSTORAGETUTOR

COPYROOM

15

MUSIC /ACTIVITY

17

4TH GRADECLASSROOM

19

KINDERGARTENCLASSROOM

18

4TH GRADECLASSROOM

20

5TH GRADECLASSROOM

22

6TH GRADECLASSROOM

21

KINDERGARTENCLASSROOM

23

6TH GRADECLASSROOM

04

GIRLS

03

BOYS

BOILERROOM

FANROOM

BOYS

GIRLS

SCIENCECLASSROOM

1

1

1

1

2

4

3

5

27

6

8

10

22

13

13

1

22

13

13

10

10

9

9

2

3

3

11

9

9

2

12

3

3

13

3

14

D-101

DEMOLITONPLANS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

C4

C3

C6

3/32"=1'-0"

A5

A

32

LEARNINGLAB

32A

FAMILY

31

5TH GRADECLASSROOM

29

2ND GRADECLASSROOM

27

2ND GRADECLASSROOM

25

3RD GRADECLASSROOM

30

5TH GRADECLASSROOM

28

2ND GRADECLASSROOM

26

3RD GRADECLASSROOM

24

3RD GRADECLASSROOM

MEDIACENTER

KITCHEN

LOCKERDRY

STORAGE

LAUNDRY

STORAGE

OFFICESCULLERY

STORAGE

STORAGE

MULTI-PURPOSE

GIRLSBOYS

FACULTYROOM

WORKROOM

STORAGE

PRINCIPAL

OFFICE

WORKROOM

COUNSELORS.E.M.

BOILERROOM

RESOURCE /SPEECH

HEALTHSTORAGETUTOR

COPYROOM

15

MUSIC /ACTIVITY

17

4TH GRADECLASSROOM

19

KINDERGARTENCLASSROOM

18

4TH GRADECLASSROOM

20

5TH GRADECLASSROOM

22

6TH GRADECLASSROOM

21

KINDERGARTENCLASSROOM

23

6TH GRADECLASSROOM

BOILERROOM

FANROOM

BOYS

GIRLS

SCIENCECLASSROOM

8

READINGROOM

9

1ST GRADECLASSROOM

10

1ST GRADECLASSROOM

12

COMPUTERLAB

11

SPECIAL EDCLASSROOM

02

FAMILY

01

WOMEN

04

GIRLS03

BOYS

1/4" = 1'-0"

E4

E3

A-101

FLOOR PLANS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

1/2" = 1'-0" FLOOR TILE PATTERN

1 1/2" = 1'-0"

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

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

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

3" = 1'-0"

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

FINISH MATERIALS

1/8" = 1'-0"

32

LEARNINGLAB

32A

FAMILY

02

FAMILY

01

WOMEN

04

GIRLS03

BOYS

1/4" = 1'-0" FULL HEIGHT WALL TILE PATTERN1/4" = 1'-0" WAINSCOT WALL TILE PATTERN

A-102

FINISH PLANS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

NOT TO SCALE1 1/2"=1'-0"1 1/2"=1'-0"

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

1

1/4" = 1'-0"

1

1

11

1

2

32

LEARNINGLAB

32A

FAMILY

02

FAMILY

01

WOMEN

04

GIRLS

03

BOYS

A-181

REFLECTEDCEILING PLAN

LASTNAME

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

A

B

C

D

E

F

1/4" = 1'-0"

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

G

FE

G

FE

G

FE

G

FE

G

E

G

FE

D

D D

D

D

D

E

D

D

D

32

LEARNINGLAB

32A

FAMILY

02

FAMILY

01

WOMEN

04

GIRLS

03

BOYS

G

ABC

D

D

D

EF

1/4"=1'-0" 321/4"=1'-0" 32

A

A

B

C

C

CB

B

C

D

D

D

C

B

C

J

J

J

J

1/4"=1'-0"

G

G

A

B

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

G

H

H

H

J

1/4"=1'-0" 02

G

E

1/4"=1'-0"

K

1" = 1'-0"

3"=1'-0"

3"=1'-0"

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

1 1/2"=1'-0"

E5

A1 / B1

1 1/2"=1'-0"

A-401

ENLARGEDPLANS, INTERIOR

ELEVATIONS,DETAILS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

4'-3" MAX.4'-3" MAX. 4'-3" MAX.

FLOOR LINE

33 MIL(20 GA.) MIN. 8'-3" MAX. 8'-3" MAX. 8'-3" MAX.

33 MIL(20 GA.) MIN. 8'-3" MAX.

4'-3" MAX.

EDITOR'S NOTE:STONE SHOULD NOT BE ATTACHED DIRECTLYTO SHAFT WALLS. PROVIDE ADDITIONALFURRING FOR STONE BACK-UP.

EDITOR'S NOTE:AT STONE WALLS, WHERE STONE EXCEEDS10'-0" IN HEIGHT, OR IF THE SELECTED STONEIS GRAVITY SUPPORTED BY THE STUDS, THEYSHOULD BE ENGINEERED.

4'-3" MAX. 4'-3" MAX.8'-3" MAX. 8'-3" MAX.

33 MIL(20 GA.) MIN.

EDITOR'S NOTE:AT STONE WALLS, WHERE STONE EXCEEDS10'-0" IN HEIGHT, OR IF THE SELECTED STONEIS GRAVITY SUPPORTED BY THE STUDS, THEYSHOULD BE ENGINEERED.

EDITOR'S NOTE:STONE SHOULD NOT BE ATTACHED DIRECTLYTO SHAFT WALLS. PROVIDE ADDITIONALFURRING FOR STONE BACK-UP.

B4A-512

6"

A5A-512

B4A-512

A4A-512

B4A-512

A4A-512

A5A-512

B4A-512

B4A-512

B4A-512

B4A-512

A4A-512

B4A-512

A4A-512

B4A-512 A5

A-512

B4A-512

B4A-512

A4A-512

FLOOR LINE

B2A-512

C2A-512

33 MIL(20 GA.) MIN.

C2A-512

SHELVING, CABINETS, OR OTHER ITEMSATTACHED TO WALL

CT, STONE, CULTURED STONE, MASONRYPRODUCTS, AND ETC

SHELVING, CABINETS, OR OTHER ITEMSATTACHED TO WALL

CT, STONE, CULTURED STONE, MASONRYPRODUCTS, AND ETC

E5A-512

E4A-512

E3A-512

OR@ NON-FIRE RATED &NON-SOUND WALLS

@ FIRE RATED &/0RSOUND WALLS

D1 - E1A-512

TYP. @ FIRE RATED &SOUND WALLS

MOUNTING DETAILSEE A3/A-512

AT WALL MOUNTED ARCHITECTURALCABINETS/MILLWORK/ATTACHED SHELVING

DOUBLESTUDS

DOUBLESTUDS

DOUBLESTUDS

DOUBLESTUDS

DOUBLESTUDS

LARGEBELOWCEILINGOPENING

BELOWCEILINGOPENING

DOOROPENING

DOUBLEDOOROPENING

DOOROPENING

BOTTOM TRACKSEE NOTE 4

DOUBLESTUDS

3" DEEP TOP TRACKSEE NOTE 4

2" WIDE METAL STRAPTHICKNESS TO MATCHTRACK

CEILING LINE

UNDERSIDE OFSLAB, FLOOR ORROOF DECK

OPENING ABOVE CEILINGWHICH INTERRUPTSLOWER OPENINGS JAMBSTUDS

LARGE ABOVECEILINGOPENING

ABOVECEILINGOPENING

AT CT OR STONEVENEER WALLS

AT CT OR STONEVENEER WALLS

MOUNTING DETAILSEE A3/A-512

AT WALL MOUNTED ARCHITECTURALCABINETS/MILLWORK/ATTACHED SHELVING

DOUBLESTUDS(FULLHEIGHT)

DOOROPENING

DOUBLEDOOROPENING

DOUBLE STUDS(FULL HEIGHT)

BELOWCEILINGOPENING

LARGEBELOWCEILINGOPENING

DOUBLE STUDS(FULL HEIGHT)

BOTTOM TRACKSEE NOTE 4

3" DEEP TOP TRACKSEE NOTE 4

UNDERSIDE OFSLAB, FLOOR ORROOF DECK

CEILING LINE

PROVIDE DIAGONAL BRACING OFTOP TRACK AT 48" O.C. MAX.BETWEEN FULL HEIGHT STUDS

E2A-512

A

A

DTL -A

SECURE GYP BD TO STUD ONLY

GYP BD

COMPOSITE CONC. FLOOR SYSTEM OR METALROOF DECK0.145" X 1" POWER ACTUATED FASTENER @16" O.C. (MAX.) REFERENCE FASTENERMANUFACTURER FOR FASTENER CAPACITY ORPER ENGINEER OF RECORD

0.145" X 1" POWER ACTUATEDFASTENER @ 12" O.C. (MAX.)

5/8" DEFLECTION GAP MIN

25 GA MTL ANGLE TYP

#8 WAFERHEAD FRAMING SCREWS TYP

SLOTTED TRACK

DRYWALL SCREW

METAL STUD

1 HR ASSEMBLY = 1 LAYER 5/8" TYP "X" GYP BD2 HR ASSEMBLY = 2 LAYERS 5/8" TYP "X" GYP BD

PER ESR-1042 FIGURE 3 OF THE ICC EVALUATION SERVICE

SECURE METAL STRAP TOMETAL STUDS

SECURE GYP BD TOMETAL STUDS

CONTINUOUS BEAD ACOUSTICALJOINT SEALANT BOTH SIDES PERUSG RECOMMENDATIONS

PUTTY PACKS ON ALL BACKBOXES IN SOUND AND FIREWALLS

METAL STUDS

1ST LAYER GYPSUM BOARD

INSTALL PUTTY PACK PRIOR TOGYPSUM BOARD - PRESSFIRMLY TO ALL SURFACES ANDAROUND CONDUITS TO PROVIDECONTINUOUS SOUND SEAL

NOTE: ALL DOUBLE STUDS TOBE INSULATED IN EXTERIORWALLS

TOP TRACK

METAL STUDS

NOTE: ALL DOUBLE STUDS TOBE INSULATED IN EXTERIORWALLS

NOTE: ALL BOXED HEADERSTO BE INSULATED IN EXTERIORWALLS

NOTE: ALL DOUBLE STUDSTO BE INSULATED IN EXTERIORWALLS

NOTE: ALL BOXEDHEADERS TO BEINSULATED INEXTERIOR WALLS

TRACK THICKNESS PERNOTE 4 W/ WEB FOLDEDAND FLANGES EXTENDEDFOR ATTACHMENT TOSTUDS

NOTE: ALL DOUBLESTUDS TO BEINSULATED INEXTERIOR WALLS

METAL STUDS

FRAMING SCREWS (TYP.)

SLOTTED TRACK

METAL STUDS

SLOTTED TRACK

STRUCTURE

METAL STUDS

SLOTTED TRACK

VARIESSTUD WALL

WIDTH VARIES

STUD WALLWIDTH VARIES

STUD WALLWIDTH VARIES

STUD WALLWIDTH VARIES

MINERAL WOOL OR CEMENTIOUSFIRE PROOFING BETWEEN ALLFLUTES IN METAL DECK

GYPSUM BOARD MIN. GAP 1/ 4"-MAX. GAP 1/2"

CONTINUOUS BEADBOTH SIDESACOUSTICAL JOINTSEALANT

5/8" DEFLECTION GAP MIN

STUD WALLWIDTH VARIES

GYPSUM BOARD CLG.-LEAVE 1/4" MIN. AND1/2" MAX. GAP TOALLOW CONTINUOUSBEAD BOTH SIDESACOUSTICAL JOINTSEALANT

SECURE GYP BD TO STUD ONLY

GYP BD

METAL STUDS

FRAMING SCREWS (TYP.)

SLOTTED TRACK

TRUSS - FLOOR/CEILING OR ROOF

MEDIUM DUTY BLOCKING - FOR ITEMS WITH25 LBS. OF WEIGHT OR LESS - PROVIDE MIN3-1/2" X 33 MIL (20 GA) HOLELESS STUD W/FLANGES CLIPPED TO FIT OVER STUDS.STUD WIDTH AS REQ. FOR BACKING WIDTHAS REQUIRED

LIGHT DUTY BLOCKING FORITEMS W/10# OF TOTAL WEIGHTOR LESS - PROVIDE CONT 54MIL (16 GA) X 4" WIDE STEELPLATE

CLIP ANGLE1-1/2" X 1-1/2" X1/2" LESS THANSTUD WIDTHTHICKNESS TOMATCH TRACK

HEAVY DUTY BLOCKINGFOR TV SUPPORTBRACKETS, GRAB BARS,WALL MOUNTED CABINETS,ETC.

2 X BLOCKING - NOTCHEDAT ONE END TO CLEARSTEEL STUD LIP (DO NOTCUT THE LIP) - USE OF THISDETAIL AND FIRE RATEDWOOD TO BE APPROVED BYARCHITECT PRIOR TO USE

1" WIDE STRAP@ 36" O.C.THICKNESS TOMATCH TRACK

DOUBLE STEELSTUD THICKNESSPER NOTE 5

TRACK THICKNESSPER NOTE 4 WINDOW & MISC

OPNG TO 4'-3" SPANWINDOW & MISCOPNG TO 8'-3" SPAN

DOUBLE STEELSTUD THICKNESSPER NOTE 5

TRACK THICKNESSPER NOTE 4 W/WEB FOLDED ANDFLANGESEXTENDED FORATTACHMENT TOSTUDS

STEEL STUD

1" WIDE STRAP@ 36" O.C.THICKNESS TOMATCH TRACK

WINDOW & DOOR HEADERTO 12'-0" SPAN

1" WIDE STRAP@ 36" O.C.THICKNESS TOMATCH TRACK

DOUBLE STEELSTUD THICKNESSPER NOTE 5

2 EA STEEL STUDS MIN SIZE3-5/8" STUD UP TO 8'-3" SPAN-6" STUD UP TO 12'-0" SPANTHICKNESS PER NOTE 5

STEEL STUD

STEEL STUD

STEEL STUDTHICKNESSPER NOTE 5

TRACK THICKNESSPER NOTE 4 W/WEB FOLDED ANDFLANGESEXTENDED FORATTACHMENT TOSTUDS

DOOR HEADER TO 4'-3" SPAN WINDOW& MISC HEADER TO 6'-3" SPAN

WINDOW & MISCHEADER TO 4'-3" SPAN

U-CHANNEL @ MID SPAN

TRACK BLOCKING THICKNESSPER NOTE 4

CEILING JOIST

L 1" X 1" X 33 MIL (20 GA)

STEEL STUDS - ENGINEEREDTO CARRY CEILING LOAD

STEEL STUDS

TRACK THICKNESSPER NOTE 4

TRACK THICKNESSPER NOTE 4 SLOPE 1/1ALIGN W/STUD WHEREPOSSIBLE AT 4'-0" O.C.

STEEL STUD ATTACHED TO STRUCTUREABOVE (AT STEEL DECK - COVER A MINOF 2 FLUTES)

STEEL STUD ANGLE BRACE

STEEL STUD ATTACHED TO STRUCTUREABOVE

STEEL STUD ATTACHED TO METALANGLE - THICKNESS SHALL BE 1GAGE HIGHER THEN STUDS

CORNER

TRACKTHICKNESSPER NOTE 4

WALL INTERSECTION

NO GAP ALLOWEDBETWEEN STUDAND TRACK

STEEL STUDS

STUD/TRACK

TRACK THICKNESSPER NOTE 4

NO GAP ALLOWEDBETWEEN STUDAND TRACK

STEEL STUD

CONTINUOUS BEAD BOTHSIDES ACOUSTICAL JOINTSEALANT

PUTTY PACKS ON BACKSIDE OFALL BOXES IN SOUND AND FIREWALLS

METAL STUDS

GYPSUM BOARD

INSTALLING PUTTY PACK PRIORTO GYPSUM BOARD INSTALLEDON FRONT SIDE OF WALL- LEAVEEXTENDED TO ALLOW GYPSUMBOARD TO COMPLETE THE SEAL.PRESS FIRMLY TO ALL SURFACESAND AROUND CONDUITS

STUD WALLWIDTH VARIES

GYPSUM BOARD MIN. GAP 1/ 4"-MAX. GAP 1/2"

ALLOWABLE STEEL STUD CEILING SPANS L/360

STUDMEMBER

SPACING

9'-4"162S137-33

250S162-33

12" O.C.16" O.C.24" O.C.

250S162-43

362S162-33

24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.

8'-6"7'-5"

13'-5"12'-5"10'-10"

14'-10"13'-6"11'-9"

14'-8"13'-7"12'-2"

16'-2"14'-11"13'-4"

15'-1"13'-11"12'-6"

16'-7"15'-3"13'-8"

16'-10"15'-7"14'-0"

18'-4"16'-11"15'-2"

9'-4"8'-6"7'-5"

13'-8"12'-5"10'-10"

14'-10"13'-6"11'-9"

14'-5"16'-6"18'-2"

19'-9"17'-1115'-8"

19'-7"17'-10"15'-6"

21'-4"19'-4"16'-11"

24'-4"22'-7"20'-4"

26'-3"24'-4"21'-10"

see note 1

1.

2.

3.

4.

NOTE:

INFORMATION IN THESE CHARTS COMES FROM STEEL STUD MANUFACTURERS ASSOCIATION "www.ssma.com".NOT ALL AVAILABLE PRODUCTS HAVE BEEN SHOWN HERE OR LISTED. THESE CHARTS ARE FOR INTERIOR NONLOAD BEARING PARTITIONS ONLY. ALL LOAD BEARING PARTITIONS NEED TO BE ENGINEERED BY THESTRUCTURAL ENGINEER.

362S162-43

400S162-33

400S162-43

600S162-33

600S162-43

2 LAYERS OF GYP BD

LATERAL SUPPORT OF

8'-2"7'-5"6'-6"

11'-11"10'-10"9'-5"

13'-0"11'-9"10'-3"

13'-2"12'-2"10'-11"

14'-5"13'-4"11'-11"

13'-6"12'-6"11'-3"

14'-9"13'-8"12'-2"

15'-2"14'-0"12'-8"

16'-5"15'-2"13'-8"

UNSUPPORTED

8'-2"7'-5"6'-6"

11'-11"10'-10"9'-5"

13'-O"11'-9"10'-3"

15'-10"14'-5"12'-7"

17'-3"15'-8"13'-8"

17'-1"15'-6"13'-7"

18'-7"16'-11"14'-9"

21'-11"20'-4"18'-4"

23'-7"21'-10"19'-8"

MID SPANsee note 2

COMPRESSION FLANGE

1 LAYER OF GYP BD

LATERAL SUPPORT OF

UNSUPPORTED MID SPANCOMPRESSION FLANGE

see note 2 see note 2 see note 2

5.

STUDMEMBER

SPACING

GYP BD1 SIDE

GYP BD2 SIDES

CT ONCEM BD

CT ONCEM BD

GYP BD1 SIDE

2 LAYERGYP BD

7'-7"162S125-18

162S125-33

12" O.C.16" O.C.24" O.C.

250S125-18

250S125-33

250S125-43

350S125-18

400S125-18

400S125-33

400S125-43

600S125-33

600S125-43

800S125-43

362S125-18OR

362S125-33OR350S125-33

362S125-43OR350S125-43

24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.

24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.24" O.C.16" O.C.12" O.C.

2 SIDESCT ONCEM BD1 SIDE

2 SIDES1 SIDE

6'-11"6'-0"

9'-6"8'-7"7'-6"

10'-6"9'-6"8'-4"

13'-2"11'-11"10'-5"

14'-4"13'-0"11'-4"

13'-8"12'-5"10'-10"

17'-1"15'-6"13'-6"

18'-7"16'-11"14'-9"

15'-1"13'-9"12'-0"

18'-11"17'-3"15'-0"

20'-8'18'-9"16'-5"

26'-3"23'-11"20'-10"

28'-8"26'-0"22'-9"

36'-5"33'-1"28'-11"

8'-10"8'-47'-11"

10'-4"9'-8"8'-9"

11'-11"11'-3"10'-7"

13'-11"12'-10"11'-7"

15'-9"14'-9"13'-6"

15'-4"14'-4"13'-5"

17'-10"16'-5"14'-9"

19'-7"18'-0"16'-3"

16'-5"15'-4"14'-2'

19'-11"18'-4"16'-5'

21'-2"19'-5"17'-2"

26'-9"24'-6"21'-7"

30'-7"28'-3"25'-7"

37'-6"34'-4"30'-6"

NPNP

7'-3"6'-7"5'-9"

10'-0"9'-1"7'-11"

10'-11"9'-11"8'-8"

13'-0"11'-10"10'-4"

14'-2"12'-11"11'-3"

14'-5"13'-2"11'-6"

15'-9"14'-4"12'-6"

20'-1"18'-3"15'-11"

21'-10"19'-10"17'-4"

27'-9"25'-3"22'-0"

9'-5"8'-8"7'-8"

10'-1"9'-3"8'-2"

12'-4"11'-4"10'-1"

13'-1"11'-11"10'-6"

13'-7"12'-6"11'-2"

14'-5"13'-2"11'-6"

18'-7"17'-0"15'-0"

20'-9"19'-1"17'-1"

25'-11"23'-9"21'-0"

10'-6"9'-8"8'-7"

11'-5"10'-7"9'-6"

13'-7"12'-6"11'-2"

14'-6'13'-3"11'-8'

15'-0"13'-9"12'-4"

15'-11"14'-6"12'-8'

20'-6"18'-9"16'-7"

23'-0"21'-3"19'-1"

28'-8"26'-3"23'-5"

9'-6"8'-11"8'-5"

10'-11"10'-0"8'-11"

11'-9"10'-10"9'-7"

12'-0"10'-9"9'-5'

14'-1"12'-11"11'-7"

15'-2"13'-10"12'-3"

13'-0"11'-11"10'-5"

15'-8"14'-5"12'-10"

16'-8"15'-2"13'-4"

21'-3"19'-5"17'-2"

23'-11"22'-1"19'-10"

29'-8"27'-2"24'-2"

NP

NPNPNP

NPNPNP

NPNPNP

NPNP

NP

NPNP

NP

NPNPNP

NPNPNP

NPNPNP

NPNPNP

NPNPNP

NPNPNP

NPNPNP

600S125-1812" O.C.

24" O.C.16" O.C.

22'-1"

16'-9"19'-9"

16'-2"

11'-5"14'-0"

NPNP

NPNP

NPNP

NP NP NP

NP

NPNP NP

NP

NP

NP

NPNP

NPNP

NP

see note 1

seenote 2 note 2

see

typ typ

1.

2.

3.

4.

A-512

STANDARDMETAL STUDELEVATIONSAND DETAILS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HEPWORTH

09/25/2017

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS & GENERAL NOTES

P001

PLUMBING LEGNED

I:\J

OB

S2017\1

7094\C

AD

\MT

P001.d

wg, 9/2

6/2

017 8

:09:2

7 A

M, ta

argyle

UP

UPDO

WN

DOWN

HOOD

UP

UP DOWN

UP

UP

DOWN

DOWN

DOWN

UP

3P401

7P401

1P401

4P401

(BELOW)

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS PLAN

PD101

DEMOLITIONSCALE:1 PLUMBING DEMOLITION PLANS

3/32"=1'-0" NPLUMBING

GENERAL NOTE:1. PATCH, FILL & REPAIR ANY DAMAGE IN CEILINGS, WALLS OR FLOORS CREATED FROM THIS WORK TO MATCH EXISTING. COVER HOLES IN TILE WITH STAINLESS COVER UNLESS NOTED OTHERWISE.2. COVER ALL SURFACE MOUNTED EXPOSED INSULATED PIPE WITH 18 GAUGE STAINLESS STEEL COVERS UNLESS NOTED OTHERWISE.3. INSULATED PIPING ROUTED THROUGH MECHANICAL ROOM, TUNNELS AND CABINETS SHALL BE COVERED WITH PVC JACKET.4. USE DIAMOND DRILL BITS IN ALL PLACES THAT REQUIRE DRILLING EXISTING TILE.5. SEE PLUMBING FIXTURE SCHEDULE NOTES FOR WORK AT EACH FIXTURE.6. INSTALL ALL FLUSH VALVES (NEW OR EXISTING) AT A MINUMUM DIMENSION OF 6" FROM FIXTURE TO BOTTOM OF VACUUM BREAKER. ALL WORK REQUIRED TO WALL TO HAVE FLUSH VALVES INSTALLED AT THIS DIMENSION SHALL BE DONE TO MATCH EXISTING FINISH. THIS INCLUDES PATCHING WALLS, PAINTING AND/OR TILE REPAIR.7. THIS CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY OWNER PROVIDED AND CONTRACTOR INSTALLED FAUCETS, FLUSH VALVE AND/OR FIXTURES AS WELL AS THE TYPE AND QUANTITY REQUIRED FOR REPLACEMENT IN THIS PROJECT. THIS CONTRACTOR SHALL COORDINATE WITH OWNER, BOTH IN VERIFYING ORDER AND DELIVERY OF ORDER, ON THESE OWNER PROVIDED AND CONTRACTOR INSTALLED ITEMS.

I:\J

OB

S2017\1

7094\C

AD

\MT

PD

101.d

wg, 9/2

6/2

017 8

:10:2

2 A

M, ta

argyle

5P401

8P401

2P401

6P401

(BELOW)

UP

UPDO

WN

DOWN

HOOD

UP

UP DOWN

UP

UP

DOWN

DOWN

DOWN

UP

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS PLAN

PL101

REMODELSCALE:1 PLUMBING REMODEL PLANS

3/32"=1'-0" NPLUMBING

GENERAL NOTE:1. PATCH, FILL & REPAIR ANY DAMAGE IN CEILINGS, WALLS OR FLOORS CREATED FROM THIS WORK TO MATCH EXISTING. COVER HOLES IN TILE WITH STAINLESS COVER UNLESS NOTED OTHERWISE.2. COVER ALL SURFACE MOUNTED EXPOSED INSULATED PIPE WITH 18 GAUGE STAINLESS STEEL COVERS UNLESS NOTED OTHERWISE.3. INSULATED PIPING ROUTED THROUGH MECHANICAL ROOM, TUNNELS AND CABINETS SHALL BE COVERED WITH PVC JACKET.4. USE DIAMOND DRILL BITS IN ALL PLACES THAT REQUIRE DRILLING EXISTING TILE.5. SEE PLUMBING FIXTURE SCHEDULE NOTES FOR WORK AT EACH FIXTURE.6. INSTALL ALL FLUSH VALVES (NEW OR EXISTING) AT A MINUMUM DIMENSION OF 6" FROM FIXTURE TO BOTTOM OF VACUUM BREAKER. ALL WORK REQUIRED TO WALL TO HAVE FLUSH VALVES INSTALLED AT THIS DIMENSION SHALL BE DONE TO MATCH EXISTING FINISH. THIS INCLUDES PATCHING WALLS, PAINTING AND/OR TILE REPAIR.7. THIS CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY OWNER PROVIDED AND CONTRACTOR INSTALLED FAUCETS, FLUSH VALVE AND/OR FIXTURES AS WELL AS THE TYPE AND QUANTITY REQUIRED FOR REPLACEMENT IN THIS PROJECT. THIS CONTRACTOR SHALL COORDINATE WITH OWNER, BOTH IN VERIFYING ORDER AND DELIVERY OF ORDER, ON THESE OWNER PROVIDED AND CONTRACTOR INSTALLED ITEMS.

I:\JO

BS

2017

\170

94\C

AD

\MTP

L101

.dw

g, 9

/26/

2017

8:0

8:05

AM

, taa

rgyl

e

1-1/2"1

214

13

91-1/2"

1-1/2"

14"V UP

1

10

1

7

151/2"

11

11

1

1

10

1

12

1/2"1/2"1-1/4"

4"

13

1-1/2" V UP

14

9

1-1/4"

1-1/2"

1"

1/2"

2"

2" 1/2" 1/2"1-1/2"

1-1/2"VTR3/4"

4"

2"3"3"4" V UP

1"

1/2"

101

1

10

10

6

1

VTR

1-1/4" 1/2"

2"

2" 1/2" 1/2"1-1/2"

1-1/2"VTR3/4"

4"

2"3"3"4" V UP

1"1/2"

EWC-14

L-1

WC-1

3

4 4

4WC-1

4

L-1

U-1

FD-1

4

18

HB-1

SH-1

44

4

HB-11/2"

1-1/4"

1-1/2"

FD-1

WC-4

4"

WC

O2"

2"

HA-125

4"

3/4"

HA-1 4

1-1/2"

4"V UP

4"

1-1/2" V UP

19

FD-1

L-1

L-1

U-1

U-1

WC-3

WC-2

WC-2

WC-3

WC-3

WC-3

WC-3

L-1

L-1

L-1

EWC-24

FD-1

13

42-1/2"

HB-1

4

4

1-1/4" 1/2"

4" 4"

2"

1/2"

1-1/4"1-1/2"

2"

2"

HB-1

3/4"1/2"

4"4

17

2"

3/4"

4

19

5

HB-1

3/4"

244 JS-1

HA-1

4

WH-1

1"

1-1/2"

16 S-1

4

4" V UP

WCO

WCO

FD-1

WC-1HB-1

EWC-14

2"

2"

13

L-1

24

2"2"

1-1/2"

CO

1-1/4"

4"

3"

1"

1-1/2"

1/2"COTG1-1/4" UP

3/4"

1-1/2"

3/4" UP2" UP 23

1"

8

21

2"

2"

1/2" UP1/2"

1/2" 4 2"22

4 4

3/4"

4" UP

2"2"

1-1/2"

CO

1-1/4"

4"

3"

1"

1-1/2"

1/2"COTG1-1/4" UP

3/4"

1/2" UP1-1/4" UP

1/2" UP 21

1-1/2" 1"

8

9

9

(TYP OF 4)9

4" UP

9

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS SCALE PLANS

P401

PLUMBING LARGE

SCALE:1 MEN, WOMEN LARGE SCALE PLAN DEMOLITION1/4"=1'-0"

SCALE:3 BOYS, GIRLS LARGE SCALE PLAN DEMOLITION1/4"=1'-0"

SCALE:7 LARGE SCALE PLAN DEMOLITION1/4"=1'-0"

KEYED NOTES FOR SHEET P401

1 REMOVE WALL MOUNTED FIXTURE, PIPING AND CARRIER.

2 REMOVE FIXTURE, AND PIPING. SAVE FIXTURE FOR

SCALE:2 MEN, WOMEN LARGE SCALE PLAN REMODEL1/4"=1'-0"

SCALE:5 BOYS, GIRLS LARGE SCALE PLAN REMODEL1/4"=1'-0"

SCALE:8 LARGE SCALE PLAN REMODEL1/4"=1'-0"

SCALE:4 TUNNEL LARGE SCALE PLAN DEMOLITION1/4"=1'-0"SCALE:6 TUNNEL LARGE SCALE PLAN REMODEL

1/4"=1'-0"

REINSTALLATION. 3 EXISTING WASTE LINE. 4 CONNECT TO EXISTING PIPING.

5 RISE UP THROUGH FLOOR AND ROUTE TO SINKS LOW ON WALL

6 REMOVE EXISTING DRAIN.

7 REMOVE JANITORS SINK.

8 ABANDON CW PIPE IN SPLIT TILES.

9 REMOVE HATCHED PIPE.

10 REMOVE FIXTURE AND PIPING.

11 PIPE EXTENDS TO FIXTURES THRU CHASE. REMOVE ALL PIPING.

12 REMOVE PIPE THAT EXTENDS THRU WALL TO FIXTURES.

13 SERVES FIRE HOSE CABINET.

14 PIPE ROUTING TO FIXTURE ON LEVEL 2 IS UNKNOWN. CONTRACTOR SHALL REMOVE PIPING BACK TO MAINS AND CAP.

15 REMOVE DROPS TO JANITORS SINK TO REMAIN.

16 RELOCATED CLASSROOM SINK.

17 RECIRCULATION PIPE DOWN IN TUNNEL.

18 EXTEND 1/2" CW TO NEW HOSE BIBB.

19 VENT PIPING TO BE INSTALLED IN WALL. HOT AND COLD WATER PIPING TO BE INSTALLED BELOW FIXTURES. CHROME PLATE

20 EXTEND NEW 2" CW PIPE TO EXISTING (APPROX. 80 FT FROM THIS LOCATION) AND CONNECT.

21 REMOVE 1-1/2" PIPE BACK TO TEE (APPROX. 80 FT FROM THIS LOCATION.

22 INSTALL ISOLATION VALVE IN TUNNEL.

23 CONNECT TO EXISTING RECIRCULATION PIPE IN TUNNEL.

24 NEW 1/2" PIPE TO EWC.

25 PROVIDE CEILING ACCESS DOOR FOR HA-1.

JUST ABOVE BASEBOARD. COVER WITH 18 GAUGE STAINLESS STEEL COVER, SEE DETAILS.

COPPER HOT AND COLD WATER PIPING BELOW FIXTURES AND LEAVE EXPOSED.

GENERAL NOTE:1. PATCH, FILL & REPAIR ANY DAMAGE IN CEILINGS, WALLS OR FLOORS CREATED FROM THIS WORK TO MATCH EXISTING. COVER HOLES IN TILE WITH STAINLESS COVER UNLESS NOTED OTHERWISE.2. COVER ALL SURFACE MOUNTED EXPOSED INSULATED PIPE WITH 18 GAUGE STAINLESS STEEL COVERS UNLESS NOTED OTHERWISE.3. INSULATED PIPING ROUTED THROUGH MECHANICAL ROOM, TUNNELS AND CABINETS SHALL BE COVERED WITH PVC JACKET.4. USE DIAMOND DRILL BITS IN ALL PLACES THAT REQUIRE DRILLING EXISTING TILE.5. SEE PLUMBING FIXTURE SCHEDULE NOTES FOR WORK AT EACH FIXTURE.6. INSTALL ALL FLUSH VALVES (NEW OR EXISTING) AT A MINUMUM DIMENSION OF 6" FROM FIXTURE TO BOTTOM OF VACUUM BREAKER. ALL WORK REQUIRED TO WALL TO HAVE FLUSH VALVES INSTALLED AT THIS DIMENSION SHALL BE DONE TO MATCH EXISTING FINISH. THIS INCLUDES PATCHING WALLS, PAINTING AND/OR TILE REPAIR.7. THIS CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY OWNER PROVIDED AND CONTRACTOR INSTALLED FAUCETS, FLUSH VALVE AND/OR FIXTURES AS WELL AS THE TYPE AND QUANTITY REQUIRED FOR REPLACEMENT IN THIS PROJECT. THIS CONTRACTOR SHALL COORDINATE WITH OWNER, BOTH IN VERIFYING ORDER AND DELIVERY OF ORDER, ON THESE OWNER PROVIDED AND CONTRACTOR INSTALLED ITEMS.

I:\J

OB

S2017\1

7094\C

AD

\MT

P401.d

wg, 9/2

6/2

017 8

:09:3

9 A

M, ta

argyle

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS & DETAILS

P501

SCHEDULESPLUMBING

I:\J

OB

S2017\1

7094\C

AD

\MT

P501.d

wg, 9/2

6/2

017 8

:10:0

6 A

M, ta

argyle

HVAC GENERAL NOTES1. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS WHICH ARE

OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THEINSTALLATION.

2. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURECERTIFICATES AND PAY FEES CONNECTED THEREWITH.

3. BIDDERS SHALL VISIT THE SITE AND BECOME FAMILIAR WITHEXISTING CONDITIONS SURROUNDING THE PROJECT PRIOR TOBIDDING.

4. THE CONTRACTOR IS REFERRED TO ARCHITECTURAL, STRUCTURAL,ELECTRICAL PLANS AND SPECIFICATIONS. SUCH PLANS ANDSPECIFICATIONS ARE CONTRACT DOCUMENTS.

5. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOWAPPROXIMATE LOCATIONS.

6. ALL MECHANICAL HVAC WORK SHALL BE PREFORMED IN STRICTACCORDANCE WITH THE LATEST EDITION OF THE PREVAILING STATEMECHANICAL/PLUMBING AND BUILDING CODES AS WELL AS ALLREGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEENTHE CONTRACT DOCUMENTS AND A GOVERNING CODE ORORDINANCE THE MORE STRINGENT SHALL APPLY.

7. DIFFUSER RUN OUTS SHALL BE THE SAME AS LISTED DIFFUSERNECK SIZE, UNLESS OTHERWISE NOTED.

8. COORDINATE EXACT LOCATION OF AIR DISTRIBUTION DEVICES WITHCEILING GRID AND LIGHT FIXTURE LAYOUT.

9. ALL RECTANGULAR SUPPLY DUCT ELBOWS SHALL HAVE TURNINGVANES.

10. RECTANGULAR DUCT SIZES SHOWN INDICATE REQUIRED AIRFLOWSIZES. SHEETMETAL CONTRACTOR SHALL INCREASE SIZES TOALLOW FOR LINER.

11. NO DUCTWORK SHALL BE FABRICATED WITHOUT FIRST FIELDVERIFYING THAT THE AVAILABLE SPACE UNDER ACTUAL JOBCONDITIONS WILL PERMIT INSTALLATION OF THE DUCTWORKWITHOUT STRUCTURAL OR OTHER CONFLICTS. DUCT SIZES THATREQUIRE ON THE JOB MODIFICATION DUE TO UNFORESEENOBSTRUCTIONS SHALL BE MADE WITHOUT ANY ADDITIONAL COST TOTHE OWNER.

12. MAINTAIN A 10'-0" BETWEEN OUTSIDE AIR INTAKES ANDPLUMBING/EXHAUST VENTS.

13. WHERE RATED ASSEMBLIES ARE PENETRATED BY DUCTS, PIPES OROTHER ITEMS, THE "F" AND "T" RATING SHALL BE MAINTAINED WITHREQUIRED UL LISTED ASSEMBLIES OR SEALANTS AS REQUIRED BYTHE APPLICABLE CODE OR AUTHORITY HAVING JURISDICTION.

BRANCH DUCT TAKE-OFF

DUCT FLEXIBLE CONNECTION

VOLUME DAMPER

SUPPLY AIR, RISE AND DROP

OUTSIDE AIR, RISE AND DROP

FIRE SMOKE DAMPER

FIRE DAMPER

RETURN AIR, RISE AND DROP

DUCT TRANSITION

AUTOMATIC DAMPER

TURNING VANES

DUCT TEE CONNECTION

DESCRIPTIONSYMBOL

SQUARE TO ROUND DUCT TRANSITION

X-#

X-##

#

XS#

KEYED NOTE

AIR DEVICE CFM

AIR DEVICE

DUCT ACCESS DOOR

BACK-DRAFT DAMPER

T

SENSOR

THERMOSTAT

EXHAUST AIR, RISE AND DROP

FSD

FD

SYMBOL DESCRIPTION

GLOBE VALVE

PNEUMATIC 2-WAY VALVE

PIPE SUPPORT

SUCTION LINE

EXTERIOR PIPE SUPPORT

EXTERIOR PIPE SUPPORT

DIRECTION OF SLOPE DOWN

S

L LIQUID LINE

EXPANSION VALVE

REFRIGERANT SHUT-OFF VALVE

MOISTURE INDICATING SIGHT GLASS

FILTER DRIER

FLEXIBLE CONNECTION

F

ROUND DUCT, RISE AND DROP

FLAT OVAL DUCT, RISE AND DROP

AIR FLOW DIRECTION

INLINE PUMP

SYMBOL DESCRIPTION

REFRIGERANT PIPING - LIQUIDRL

REFRIGERANT PIPING - SUCTIONRS

REVISION DELTA

#S#

ROOMN0

ROOM NAMEROOM NUMBER

SECTION LETTERSHEET NUMBER

LARGE SCALE NUMBERSHEET LARGE SCALE APPEARS

MECHANICAL LEGEND NOTE: NEW ITEMS SHOWN DARK, EXISTING ITEMS SHOWN LIGHT. ALL ITEMS MAY NOT APPEAR ON DRAWINGS.

WITH MANUAL DAMPER

BD

RELIEF AIR, RISE AND DROP

S

DETAIL NUMBERSHEET DETAIL APPEARS

EQUIPMENT CALLOUTX-#

NEW CONNECTION

FM

J-BOXJ

ACCESS DOOR

AUTOMATIC 2-WAY VALVE

AUTOMATIC 3-WAY VALVE

AUTOMATIC BALL FLOAT VENT

BALL VALVE

CAPPED END W/BALL VALVE

CHECK VALVE

COMBINATION BALANCING VALVE/ SHUTOFF

DEVICE IN DROP

DIRECTION OF SLOPE

FLANGED BUTTERFLY VALVE

FLANGED ECCENTRIC REDUCER

FLANGED UNION

FLEXIBLE CONNECTION

FLOW DIRECTION

FLOW METER

GATE VALVE

TRAP. ONE PIECE FACTORY FABRICATED

CHILLED WATER RETURN

CHILLED WATER SUPPLYCHWS

CHWR

HOT WATER HTG. SUPPLY

HOT WATER HTG. RETURN

CONDENSER WATER RETURN

CONDENSER WATER SUPPLYCWS

CWR

HWR

HWS

HIGH PRESSURE STEAM PIPING

LOW PRESSURE CONDENSATE PIPING

HPS

LPC

LOW PRESSURE STEAM PIPINGLPS

GLYCOL HEATING SUPPLY PIPINGGHS

GLYCOL HEATING RETURN PIPINGGHR

IMMERSION WELL

MANUAL VENT WITH BALL VALVE

P & T PLUG IN IMMERSION WELL

PIPE DROP

PIPE INLINE DROP

PIPE INLINE RISE

PIPE RISER

PRESSURE GUAGE

PRESSURE GAGE W/BALL VALVE

RRELIEF VALVE

SCREWED CONCENTRIC REDUCER

STEAM TRAP

STRAINER

THERMOMETER

THREADED HOSE CONNECTION

UNION

VENTURI

WATER FLOW SWITCHWFS

TOPBOT

#

FLAT OVAL DUCTθ OR FO

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS

GENERAL

M001

LEGEND &MECHANICAL

NOTES

I:\J

OB

S2017\1

7094\C

AD

\MT

M001.d

wg, 9/2

6/2

017 8

:08:1

7 A

M, ta

argyle

UP

UPDO

WN

DOWN

HOOD

UP

UP DOWN

UP

UP

DOWN

DOWN

DOWN

UP

3M401

7M401

1M401

4M401

(BELOW)

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS PLAN

MD101

DEMOLITIONMECHANICAL

SCALE:1 MECHANICAL DEMOLITION PLAN3/32"=1'-0" N

I:\J

OB

S2017\1

7094\C

AD

\MT

MD

101.d

wg, 9/2

6/2

017 8

:09:0

3 A

M, ta

argyle

5M401

8M401

2M401

6M401

(BELOW)

UP

UPDO

WN

DOWN

HOOD

UP

UP DOWN

UP

UP

DOWN

DOWN

DOWN

UP

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS PLAN

MH101

REMODELSCALE:1 MECHANICAL REMODEL PLAN

3/32"=1'-0" NMECHANICAL

I:\J

OB

S2017\1

7094\C

AD

\MT

MH

101.d

wg, 9/2

6/2

017 8

:09:1

5 A

M, ta

argyle

7

T

9

8T

1"

2-1/2"1-1/4"3/4"

2-1/2"

14"X

14"

18"X12" 12"X

12"

18"X12"

LPS

LPC

5

3

5

T6

44

LPSLPC

172-1/2"

19

12"X

8"

10"X6"

T

10"X6"

T

1

1

3"

2-1/2"

3/4"2-1/2"

1"

3/4"

1"

1"

3" 4"

2-1/2"

3/4" 1"LPS

LPC

4"

3/4"1/2" 1-1/4"

3/4"

15 (TYP)

2

2

2

3"

2-1/2"

3/4"2-1/2"

1"

3/4"

1"

1"

3" 4"

2-1/2"

3/4" 1"LPS

LPC

4"

3/4"1/2" 1-1/4"

3/4"

15 (TYP)

2013

3/4"

3/4"

20

13

13 12"X

8"

10"X6"

T

10"X6"

T

12

CEF-2 21

CEF-221

12

1"

2-1/2"1-1/4"3/4"

2-1/2"

14"X

14"

18"X12" 12"X

12"

18"X12"

T

10

4

LPS

LPC

2-1/2"3/4"

13

4

6

E-1250

E-1250

3

LPSLPC

16

18

T

C-2 14

C-3 14

20

T

18

7

T

9

8 12

14 C-1

T

CEF-1

116"Ø

18

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS PLANS

M401

LARGE SCALE

SCALE:1 MEN, WOMEN LARGE SCALE PLAN DEMOLITION1/4"=1'-0"

SCALE:3 BOYS, GIRLS LARGE SCALE PLAN DEMOLITION1/4"=1'-0"SCALE:7 LARGE SCALE PLAN DEMOLITION

1/4"=1'-0"

SCALE:4 BOYS, GIRLS TUNNEL LARGE SCALE PLAN DEMOLITION1/4"=1'-0"

KEYED NOTES FOR SHEET M401

1 REMOVE CEILING EXHAUST FAN.

2 REMOVE HATCHED PIPE.

3 REMOVE AND REINSTALL CONVECTOR TO ALLOW FOR TILE WORK.

4 EXISTING DOOR GRILLE TO REMAIN.

5 REMOVE WALL GRILLE.

6 REMOVE AND REINSTALL THERMOSTAT TO ALLOW FOR TILE WORK.

7 UNIT VENTILATOR TO REMAIN.

8 CONVECTOR TO REMAIN.

9 THERMOSTAT TO REMAIN.

SCALE:2 MEN, WOMEN LARGE SCALE PLAN REMODEL1/4"=1'-0"

SCALE:5 BOYS, GIRLS LARGE SCALE PLAN REMODEL1/4"=1'-0"

SCALE:8 LARGE SCALE PLAN REMODEL1/4"=1'-0"

SCALE:6 BOYS, GIRLS TUNNEL LARGE SCALE PLAN REMODEL1/4"=1'-0"

10 EXISTING EXHAUST FAN TO REMAIN. BALANCE TO NEW AIRFLOW.

11 ROOF CAP.

12 NEW TRANSFER AIR DOOR GRILLE SEE ARCH PLANS.

13 CONNECT TO EXISTING PIPING.

14 SEE PIPE CONNECTION DETAIL FOR CONVECTOR.

MECHANICAL

15 PIPING TO REMAIN.

16 NEW DDC CONTROLLER FOR NEW TOILET ROOM ABOVE, DIV. 26 TO PROVIDE 120 VOLTS. 17 REMOVE STEAM CONVECTOR AND ASSOCIATED PIPING AND CONTROLS. 18 NEW CONVECTOR THERMOSTAT. 19 REMOVE THERMOSTAT. 20 PIPING UP TO CONVECTOR. 21 CONNECT NEW FAN TO EXISTING DUCT.

I:\J

OB

S2017\1

7094\C

AD

\MT

M401.d

wg, 9/2

6/2

017 8

:08:3

0 A

M, ta

argyle

COIL

SL. DN.

SL. DN.

SL. DN.

SL. DN.

SL.DN.

SL. DN.

AIR OUTLET

CONVECTOR

DDCCONTROL VALVE

AIR INLET

RADIATOR VALVE

THERMOSTATIC TRAP

UNION (TYP.)

SCALE:

CONVECTOR PIPING DETAILN.T.S. STEAM-FLOOR1

LPS LPC

DDC CONTROLLER

BACS COMMUNICATION BUS

LPS

T

LPC

CONVECTOR

ROOM SENSOR AI STEAM CONTROL VALVEAO

120 VAC

SCALE: N.T.S.

CONVECTOR CONTROL DIAGRAM3

CEILING EXHAUST FAN

CEF STATUS DI START/STOP CEFDO

DDC CONTROLLER

BACS COMMUNICATION BUS

120 VAC

SCALE: N.T.S.

CEILING EXHAUST FAN CONTROL DIAGRAM2

TRAP

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

795 N

ORTH

400 W

EST

SAL

T LA

KE C

ITY

UT 84

103

255 S

OUTH

300

WES

T L

OGAN

UT

8432

1

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

HLA

09/18/2017

TGA

PHONE: (801) 294-9299

547 WEST 500 SOUTH SUITE #140BOUNTIFUL, UTAH 84010

DAVID L. JENSEN & ASSOCIATESMECHANICAL ENGINEERS & DETAILS

M501

SCHEDULESMECHANICAL

I:\J

OB

S2017\1

7094\C

AD

\MT

M501.d

wg, 9/2

6/2

017 8

:08:4

2 A

M, ta

argyle

H

EWC

x

WAP

S

X-X

E-001

GENERALNOTES,

SCHEDULES,SYMBOLS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

SWENSON

09/25/2017

1/4"=1'-0"

32

LEARNINGLAB

32A

FAMILY

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

04

GIRLS03

BOYS

02

FAMILY

01

WOMENH

15

WAP

S S

WAPH

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

CEF-1

32

LEARNINGLAB

32A

FAMILY

02

FAMILY

01

WOMEN

04

GIRLS

03

BOYS

1/4"=1'-0"

CEF-2

CEF-2

E-101

POWER ANDLIGHTING PLANS

JOLLEY

A

B

1 2

C

D

3 4 5 COPYRIGHT DESIGN WEST ARCHITECTSc

ISSUED:

CHECKED BY:

DRAWN BY:

PROJECT #:

MARK

:DA

TE:

DESC

RIPT

ION:

BOUN

TIFU

L ELE

MENT

ARY

SCHO

OL -

REST

ROOM

REM

ODEL

1620

SOU

TH 50

WES

T, B

OUNT

IFUL

, UT

8401

0

DAVI

S SC

HOOL

DIS

TRIC

T45

EAS

T ST

ATE

STRE

ET, F

ARMI

NGTO

N, U

T 84

025

E

6

117222

SWENSON

09/25/2017