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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
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TIFU
L ELE
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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:
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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
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: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:
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MARK
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795 N
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SAL
T LA
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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
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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
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MARK
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EST
SAL
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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
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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:
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MARK
:DA
TE:
DESC
RIPT
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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
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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:
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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
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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
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