cache county school district. crest pool 01.02.19.pdffeb 19, 2001 · architectural a100 first...
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AB
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CENTER STREET
ARCHITECTS
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170 E. CENTER STREET
LOGAN, UTAH 84321
CENTERSTREETARCH.COM
1 2 3 4 5
DATE:
JOB NO:
SCALE:
DRAWN:
REVISIONS
NO. DATE DESRIPTION
CL
IE
NT
AD
DR
ES
S
CA
CH
E C
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CH
OO
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TR
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T
25
5 S
OU
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8
00
E
AS
T H
YR
UM
, U
TA
H 8
43
19
MELLE DETTENMAIER 453.890.2009
CRAIG MARTINDALE 435.232.0306
CHRISTIAN WILSON 435.232.8662
TIT
LE
PR
OJ
EC
TM
OU
NT
IA
N C
RE
ST
P
OO
L M
EC
HA
NIC
AL
U
PG
RA
DE
SHEET
12.19.18
JCW
A1
SCALE: NONE
CODE COMPLIANCE
CO
VE
R S
HE
ET
A
ND
C
OD
E C
OM
PL
IA
NC
E
MT. CREST POOL '18
NONE
A001
DRAWING INDEX
SHEET SHEET TITLE
A001 COVER SHEET AND CODE COMPLIANCE
ARCHITECTURAL
A100 FIRST FLOOR PLAN AND DETAILS
A101 SECOND FLOOR PLAN AND DETAILS
A110 FIRST FLOOR REFLECTED CEILING DEMO. PLAN
A111 FIRST FLOOR REFLECTED CEILING PLAN
A500 ARCHITECTURAL SPECIFICATIONS
MECHANICAL
M100 MECHANICAL OVERVIEW
M101 MECHANICAL DEMOLITION
M102 MAIN FLOOR MECHANICAL
M103 MEZZANINE FLOOR MECHANICAL
M104 MECHANICAL DETAILS
M105 MECHANICAL SCHEDULES
HYRUM, UTAH
POOL MECHANICAL UPGRADE
MECHANICAL ENGINEER:
BRENKMAN & COMPANY
1770 RESEARCH PARKWAY, SUITE 112
LOGAN, UTAH 84341
HENK BRENKMAN - 435.554.7771
HENK.BRENKMAN@BRENKMANAND-
COMPANY.COM
ELECTRICAL ENGINEER:
ROCKY MOUNTAIN CONSULTING ENG.
2117 SOUTH 3600 WEST
SALT LAKE CITY, UTAH 84119
DAVID STEWARD - 801.566.0503
FACILITIES DEPARTMENT CONTACT
CACHE COUNTY SCHOOL DISTRICT
2063 NORTH 1200 EAST
NORTH LOGAN, UTAH 84341
BRUCE PARKER - 435.994.0339
ARCHITECT:
CENTER STREET ARCHITECTS, PLLC
170 E. CENTER STREET
LOGAN UTAH 84321
CHRISTIAN WILSON - 435.232.8662
STATE OF UTAH CURRENT BUILDING CODES
INTERNATIONAL BUILDING CODE (IBC) 2015
INTERNATIONAL PLUMBING CODE (IPC) 2015
INTERNATIONAL MECHANICAL CODE (IMC) 2015
NATIONAL ELECTRICAL CODE (NEC) 2014
INTERNATIONAL ENERGY CON. CODE (IECC) 2015
MOUNTAIN CREST HIGH SCHOOL
CACHE COUNTY SCHOOL DISTRICT
DRAWING INDEX
SHEET SHEET TITLE
PLUMBING
P100 PLUMBING OVERVIEW
P101 PLUMBING DEMOLITION
P102 PLUMBING CONSTRUCTION
P103 PLUMBING DETAILS
A2
SCALE: NONE
PROJECT DESIGN TEAM A3
SCALE: NONE
SHEET INDEX
ELECTRICAL
E001 ELECTRICAL GENERAL SHEET
E101 ELECTRICAL PLAN AND SCHEDULES
(18 SHEETS)
BID ALTERNATE #1
(GENERAL CONTRACTOR PLEASE NOTE. THIS INFORMATION IS
NOT ON THE ELECTRICAL DRAWINGS. ELECTRICAL
SUBCONTRACTOR TO INCLUDE THIS ALTERNATE IN THEIR BID.)
SEE SHEET A110
1. REMOVE AND REPLACE ALL CEILING GRID AND TILE IN THE
LOBBY (101) ONLY. TILE TO MATCH EXISTING AS CLOSE AS
POSSIBLE.
2. REMOVE AND REPLACE ALL (14) FLUORESCENT IN LOBBY
(101). REPLACE WITH:
LITHONIA LED TROFFER (BLTBA)
80 COLOR INDEX, OCCUPANCY SENSOR, 3500K,
4000 LM, 120V.
3. EXISTING HVAC DIFFUSERS TO REMAIN.
A5
SCALE: NONE
BID ALTERNATES
POWDERCOATED STEEL
GRATE. PROVIDE 1-1/2" X
3/16" GRATES WELDED
WITH HORIZONTAL
SUPPORTS.
4'-0"
FIELD VERIFY OPENING
4'-0
"
4"
1'-8
"4
"1'-8
"
FIE
LD
V
ER
IF
Y O
PE
NIN
G
VERIFY VERIFY VERIFY
W/EXIST. W/EXIST.W/EXIST.
NOTE:
EXIST. MECHANICAL
IS ABOVE EXIST. GRATE.
COORDINATE INSTAL.
122
MECH. EQ.
124
BOILER
121
STORAGE
120
COACH
114
TIMING
113
MANAGER
112
OFFICE
111
FIRST
AID
110
LAUNDRY
109
CUST.
108
STORAGE
107
STORAGE
101
LOBBY
115
MENS
119
MENS
LOCKER
118
SHOWER
116
HALL
100
VESTIBULE
102
WOMENS
103
WOMENS
LOCKER
104
SHOWER
106
CORR.
105
STAIR
117
STAIR
PATCH AND REPAIR TILE
AS NECESSARY FOR
REPLACEMENT OF
SHOWER FIXTURE.SEE
DETAIL B1/A100
SEE DETAIL
A3/A100
SEE DETAIL
A1/A100
PATCH AND REPAIR
TILE AS NECESSARY
FOR REPLACEMENT
OF SHOWER FIXTURE.
SEE DETAIL B3/A100
PATCH AND REPAIR TILE
AS NECESSARY FOR
REPLACEMENT OF
SHOWER FIXTURE.
SEE DETAIL A4/A100
PATCH AND REPAIR TILE
AS NECESSARY FOR
REPLACEMENT OF
SHOWER FIXTURE.
SEE DETAIL A4/A100
SIMILAR.
SEE DETAIL
IMAGE A5/A100
NEW 48"X48"
POWDERCOATED
STEEL GRATE. SEE
DETAIL B5/A100
AB
CD
CENTER STREET
ARCHITECTS
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2
018
C
EN
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TR
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T A
RC
HIT
EC
TS
P
L
LC
.
170 E. CENTER STREET
LOGAN, UTAH 84321
CENTERSTREETARCH.COM
1 2 3 4 5
DATE:
JOB NO:
SCALE:
DRAWN:
REVISIONS
NO. DATE DESRIPTION
CL
IE
NT
AD
DR
ES
S
CA
CH
E C
OU
NT
Y S
CH
OO
L D
IS
TR
IC
T
25
5 S
OU
TH
8
00
E
AS
T H
YR
UM
, U
TA
H 8
43
19
MELLE DETTENMAIER 453.890.2009
CRAIG MARTINDALE 435.232.0306
CHRISTIAN WILSON 435.232.8662
TIT
LE
PR
OJ
EC
TM
OU
NT
IA
N C
RE
ST
P
OO
L M
EC
HA
NIC
AL
U
PG
RA
DE
SHEET
12.19.18
JCW
A1
SCALE: NONE
FIRST FLOOR PLAN (LOCKERS, OFFICE AND POOL DECK)
FIR
ST
F
LO
OR
P
LA
N A
ND
D
ET
AIL
S
MT. CREST POOL '18
3/16" = 1'-0"
A100
C1
SCALE: 3/16" = 1'-0"
N
B1
SCALE: NONE
A2
SCALE: NONE
A3
SCALE: NONE
A4
SCALE: NONE
B3
SCALE: NONE
RETURN GRILL (BOYS LOCKERS) RETURN GRILL (GIRLS LOCKERS)SHOWER (BOYS LOCKERS)
SHOWER BASE & TILE (BOYS LOCKERS) PRIVACY SHOWER (BOYS LOCKERS)
PRIVACY SHOWER (GIRLS LOCKERS)
REPLACE EXISTING
PAINTED 24"X24"
GRILL WITH NEW
CLEAR ANODIZED
HEAVY DUTY
ALUMINUM GRILL
REPLACE EXISTING PAINTED 24"X24" GRILL WITH
NEW CLEAR ANODIZED HEAVY DUTY ALUMINUM
GRILL
REPLACE ANY 2X2 TILE
DAMAGED DURING THE
REPLACEMENT OF NEW
SHOWER FIXTURE. MATCH
EXISTING
REMOVE EXISTING
PLUMBING FIXTURE.
COORDINATE WITH
MECHANICAL DRAWINGS
REMOVE EXISTING
PLUMBING FIXTURES.
COORDINATE WITH
MECHANICAL DRAWINGS
A5
SCALE: NONE
MECHANICAL EQUIPMENT ROOM 122
MECHANICAL ROOM 122
SEE MECHANICAL DRAWINGS FOR BOILER EQUIPMENT REPLACEMENT.
REPLACE ANY 2X2 TILE DAMAGED
DURING THE REPLACEMENT OF
NEW SHOWER FIXTURE AND
PARTITIONS. MATCH EXISTING.
REPLACE ANY 2X2 TILE DAMAGED
DURING THE REPLACEMENT OF NEW
SHOWER FIXTURE AND PARTITIONS.
MATCH EXISTING
B5
SCALE: 3/4"=1'-0"
STEEL GRATE
204
MECH. EQ.
200
OBSERVATION
DECK
201
CLASSROOM
202
MECH. RM.
203
VENDING
117
STAIR
105
STAIR
SEE DETAIL
IMAGE A1/A101
SECTION OF RAIL TO BE REMOVED FOR
REMOVAL OF EXISTING MECHANICAL
EQUIPMENT AND INSTALLATION OF NEW MECHANICAL
EQUIPMENT IN ROOM 204. (SEE DETAIL A2,A3, AND B1/A101)
NOTE: NEW MECHANICAL EQUIPMENT
CAN BE BROUGHT IN THROUGH FIRST
FLOOR DOUBLE DOORS LOCATED AT
SOUTH END OF POOL ROOM.
NOTE:
MECHANICAL EQUIPMENT IN
THIS ROOM TO BE REMOVED
AND NEW EQUIPMENT TO BE
INSTALLED. SEE MECHANICAL
DRAWINGS
AB
CD
CENTER STREET
ARCHITECTS
AL
L D
RA
WIN
GS
, S
PE
CIF
IC
AT
IO
NS
, D
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NS
A
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C
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JU
NC
TIO
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HIC
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NC
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D D
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EN
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NS
. C
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TR
AC
TO
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S
HA
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V
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IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
J
OB
. N
OT
IF
Y D
ES
IG
NE
R O
F A
NY
V
AR
IA
TIO
NS
F
RO
M T
HE
D
IM
EN
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NS
A
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C
ON
DIT
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NS
S
HO
WN
B
Y T
HE
IR
D
RA
WIN
GS
. C
OP
YR
IG
HT
2
018
C
EN
TE
R S
TR
EE
T A
RC
HIT
EC
TS
P
L
LC
.
170 E. CENTER STREET
LOGAN, UTAH 84321
CENTERSTREETARCH.COM
1 2 3 4 5
DATE:
JOB NO:
SCALE:
DRAWN:
REVISIONS
NO. DATE DESRIPTION
CL
IE
NT
AD
DR
ES
S
CA
CH
E C
OU
NT
Y S
CH
OO
L D
IS
TR
IC
T
25
5 S
OU
TH
8
00
E
AS
T H
YR
UM
, U
TA
H 8
43
19
MELLE DETTENMAIER 453.890.2009
CRAIG MARTINDALE 435.232.0306
CHRISTIAN WILSON 435.232.8662
TIT
LE
PR
OJ
EC
TM
OU
NT
IA
N C
RE
ST
P
OO
L M
EC
HA
NIC
AL
U
PG
RA
DE
SHEET
08.10.18
JCW
A1
SCALE: NONE
MECHANICAL (ROOM 204)
SE
CO
ND
F
LO
OR
P
LA
N A
ND
D
ET
AIL
S
MT. CREST POOL '18
3/16" = 1'-0"
A101
C1
SCALE: 3/16" = 1'-0"
SECOND FLOOR PLAN (MECHANICAL AND BLEACHERS)
N
B1
SCALE: NONE
GUARDRAIL BASE (WELDED IMBED)
A2
SCALE: NONE
GUARDRAIL (FROM POOL) GUARDRAIL (FROM OBSERVTN. DECK)A3
SCALE: NONE
EXISTING AIR HANDLING EQUIPMENT ROOM IN ROOM 204 TO
BE REMOVED. COORDINATE WITH MECHANICAL DRAWINGS
REMOVE EXISTING GUARDRAIL IF
REQUIRED TO REMOVE EXISTING
MECHANICAL EQUIPMENT AND
INSTALL NEW MECHANICAL
EQUIPMENT. REPLACE AND PAINT
TO MATCH EXISTING AFTER
MECHANICAL INSTALL.
MECHANICAL
ROOM 204
BEYOND
REMOVE EXISTING GUARDRAIL IF
REQUIRED TO REMOVE EXISTING
MECHANICAL EQUIPMENT AND
INSTALL NEW MECHANICAL
EQUIPMENT
SEE DETAIL B1/A101 FOR
BASE CONNECTION
EXIST. WALL SCONCE
EXIST. 1' X 4' FLORESCENT
EXIST. 2' X 4' FLORESCENT
122
MECH. EQ.
124
BOILER
121
STORAGE
120
COACH
114
TIMING
113
MANAGER
112
OFFICE
111
FIRST
AID
110
LAUNDRY
109
CUST.
108
STORAGE
107
STORAGE
101
LOBBY
115
MENS
119
MENS
LOCKER
118
SHOWER
116
HALL
100
VESTIBULE
102
WOMENS
103
WOMENS
LOCKER
104
SHOWER
106
CORR.
105
STAIR
117
STAIR
POOL AREA POOL AREA POOL AREA
EXIST.
EXPOSED
TRUSS
EXIST. 2' X 2'
VENT/GRILL
EXIST. 2' X 2'
SUSP. CEILING
EXIST. GYPSUM'
BOARD CEILING
CEILING TO BE
REMOVED FOR ACCESS
TO PLUMBING TO BE
REPLACED
EXIST. 2' X 4' FLORESCENT
TO BE REMOVED
EXIST. 1' X 4' FLORESCENT
TO BE REMOVED
DEMOLITION CEILING LEGEND
NOTE:
1. HATCHED DEMOLITION AREA FOR REFERENCE ONLY. WORK
AROUND EXISTING CEILING FIXTURES WHERE POSSIBLE. ONLY
REMOVE WHAT IS NECESSARY TO REPLACE PLUMBING PIPES.
PROTECT EXISTING CEILING GRID AND ACOUSTICAL TILES IN
LOBBY. PATCH AND REPAIR AS REQUIRED AFTER NEW PLUMBING
IS INSTALLED. REPLACEMENT TILES TO MATCH EXISTING CEILING
TILE AS CLOSE AS POSSIBLE.
2. EXISTING PLUMBING IN WALLS TO REMAIN. CONNECT NEW
PIPES TO EXISTING ABOVE IN CEILING SPACE.
BID ALTERNATE #1 (GENERAL CONTRACTOR PLEASE NOTE. THIS
INFORMATION IS NOT ON THE ELECTRICAL DRAWINGS. ELECTRICAL
SUBCONTRACTOR TO INCLUDE THIS ALTERNATE IN THEIR BID.)
1. REMOVE AND REPLACE ALL CEILING GRID AND TILE IN THE LOBBY
(101) ONLY. TILE TO MATCH EXISTING AS CLOSE AS POSSIBLE.
2. REMOVE AND REPLACE ALL (14) FLUORESCENT IN LOBBY (101).
REPLACE WITH:
LITHONIA LED TROFFER (BLTBA)
80 COLOR INDEX, OCCUPANCY SENSOR, 3500K, 4000 LM, 120V.
3. EXISTING HVAC DIFFUSERS TO REMAIN.
AB
CD
CENTER STREET
ARCHITECTS
AL
L D
RA
WIN
GS
, S
PE
CIF
IC
AT
IO
NS
, D
ES
IG
NS
A
ND
ID
EA
S R
EP
RE
SE
NT
ED
H
ER
EIN
A
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A
ND
S
HA
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R
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AIN
T
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P
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RT
Y O
F T
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D
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IG
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R. N
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T T
HE
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OF
S
HA
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B
E C
OP
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D A
ND
/O
R D
IS
CL
OS
ED
T
O O
TH
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S O
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D IN
C
ON
JU
NC
TIO
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DE
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1 2 3 4 5
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JOB NO:
SCALE:
DRAWN:
REVISIONS
NO. DATE DESRIPTION
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MELLE DETTENMAIER 453.890.2009
CRAIG MARTINDALE 435.232.0306
CHRISTIAN WILSON 435.232.8662
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3/16" = 1'-0"
A110
C1
SCALE: 3/16" = 1'-0"
FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN (WEST HALF)
A1
SCALE: NONE
SHOWER VALVES
PATCH AND REPAIR AT ALL POINTS WHERE
VALVES ATTACH TO NEW STALL SHOWERS.
PROVIDE STAINLESS STEEL PIPE FLANGE
TRIM PLATES AT ALL LOCATIONS.
8" MAXIMUM
WALL ANGLE
ACOUSTICAL BOARD
MAIN BEAM OR CROSS TEE
STABILIZER BAR (SPACER)
VERTICAL POST PER UBC
25.2
VERTICAL POSTS MAY
NOT BE REQUIRED IN
SOME CITIES AND NOT
ENFORCED IN ALL
SEISMIC ZONES.
NOTE: THE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT.
BRACE WIRES TO BE TAUT AND TIED BOTH ENDS WITH THREE TIGHT WRAPS.
THE UNATTACHED
PERIMETER SHALL
HAVE A MINIMUM
OF 1/2" CLEARANCE
AT ENDS OF
COMPONENTS.
NOTE:
1. TERMINAL ENDS MUST BE SUPPORTED BY A 12 GA. HANGER WIRE ON ALL WALLS.
2. CONTINUOUS SPACER BAR TO BE LOCKED TO COMPONENTS ON UNATTACHED WALL.
TWO OPPOSITE ADJACENT
PROVIDE 1/2" SPACE, NO POP
RIVETS.
12 GA. HANGER WIRE AT
TERMINAL ENDS OF ALL
COMPONENTS
1/8" POP RIVETS ALLOWED
ON TWO ADJACENT WALLS.
12 GA. HANGER WIRE 4'-0"
O.C. (3 TIGHT WRAPS)
MAIN BEAM
2'-0" O.C.
12 GA. BRACE WIRES,
BRACING WIRES TO BE
ATTACHED A MAXIMUM
OF 45° TO THE PLANE.
MINIMUM 3 TIGHT WRAPS
CROSS TEES
2'-0" O.C.
WALL
UBC SEISMIC BRACING AND PERIMETER DETAIL
122
MECH. EQ.
124
BOILER
121
STORAGE
120
COACH
114
TIMING
113
MANAGER
112
OFFICE
111
FIRST
AID
110
LAUNDRY
109
CUST.
108
STORAGE
107
STORAGE
101
LOBBY
115
MENS
119
MENS
LOCKER
118
SHOWER
116
HALL
100
VESTIBULE
102
WOMENS
103
WOMENS
LOCKER
104
SHOWER
106
CORR.
105
STAIR
117
STAIR
POOL AREA POOL AREA POOL AREA
GYPSUM BOARD CEILING TO
BE REPAIRED, PATCH AS
NECESSARY TO MATCH
EXISTING
NEW 2' X 4' "MOISTURE RATED"
FLORESCENT FIXTURE TO MATCH EXIST.
NEW 1' X 4' "MOISTURE" FLORESCENT
FIXTURE TO MATCH EXIST.
CEILING LEGEND
NEW 2'X2' CEILING TO MATCH
EXISTING
NOTE: PROVIDE WATER PROOF GYPSUM
BOARD IN SHOWER AND LOCKER AREAS.
APPLY "USG DUROCK LIQUID
WATERPROOFING AND CRACK ISOLATION
MEMBRANE" PRIOR TO EPOXY PAINT.
STAINLESS STEEL ACCESS
PANEL, SEE MECHANICAL
NOTE:
AREA TO BE INCLUDED IN BASE BID.
AREA TO BE INCLUDED BID ALTERNATE #1
BID ALTERNATE #1 (GENERAL CONTRACTOR PLEASE NOTE. THIS
INFORMATION IS NOT ON THE ELECTRICAL DRAWINGS. ELECTRICAL
SUBCONTRACTOR TO INCLUDE THIS ALTERNATE IN THEIR BID.)
1. REMOVE AND REPLACE ALL CEILING GRID AND TILE IN THE LOBBY
(101) ONLY. TILE TO MATCH EXISTING AS CLOSE AS POSSIBLE.
2. REMOVE AND REPLACE ALL (14) FLUORESCENT IN LOBBY (101).
REPLACE WITH:
LITHONIA LED TROFFER (BLTBA)
80 COLOR INDEX, OCCUPANCY SENSOR, 3500K, 4000 LM, 120V.
3. EXISTING HVAC DIFFUSERS TO REMAIN.
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CENTERSTREETARCH.COM
1 2 3 4 5
DATE:
JOB NO:
SCALE:
DRAWN:
REVISIONS
NO. DATE DESRIPTION
CL
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MELLE DETTENMAIER 453.890.2009
CRAIG MARTINDALE 435.232.0306
CHRISTIAN WILSON 435.232.8662
TIT
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PR
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TM
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12.19.18
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MT. CREST POOL '18
3/16" = 1'-0"
A111
C1
SCALE: 3/16" = 1'-0"
FIRST FLOOR PLAN - REFLECTED CEILING PLAN (WEST HALF)
A5
SCALE: 3" = 1'-0"
ACOUSTICAL CEILING DETAIL
SPECIFICATIONS
ARCHITECTURAL ONLY
SEE SEPERATE MECHANICAL AND ELECTRICAL SPECIFICATIONS.
PROJECT LOCATION: MT. CREST HIGH SCHOOL, HYRUM, UTAH
PROJECT DESCRIPTION: POOL MECHANICAL SYSTEM UPGRADE
ARCHITECT:
CENTER STREET ARCHITECTS, PLLC
J. CHRISTIAN WILSON, ARCHITECT
170 EAST CENTER STREET
LOGAN, UTAH 84321
435.232.8662
MECHANICAL/PLUMBING ENGINEER:
BRENKMAN & COMPANY
HENK BRINKMAN
1770 RESEARCH PARKWAY, SUITE 112
LOGAN, UTAH 84341
435.554.7771
ELECTRICAL ENGINEER:
ROCKY MOUNTAIN CONSULTING ENGINEERS
DAVID STEWARD
2117 SOUTH 3600 WEST
SALT LAKE CITY, UTAH 84119
801.566.0503
INSTRUCTIONS TO BIDDERS:
CAREFULLY EXAMINE SPECIFICATIONS, AND DRAWINGS, AS WELL AS ALL OF
THE CONDITIONS AFFECTING THE WORK. THE GENERAL CONTRACTOR AND
ALL SUB CONTRACTORS SHALL FULLY UNDERSTAND ALL PROVISIONS
CONTAINED IN THESE DOCUMENTS AND AGREE TO DO ALL THAT IS CALLED
FOR BY THEM, INCLUDING FURNISHING ALL NECESSARY LABOR AND MATERIALS
TO SUPPLY AND INSTALL WORK OF EACH DIVISION OF THE WORK, OR ITEM FOR
WHICH A COST IS GIVEN TO PROVIDE A COMPLETE INSTALLATION.
I. GENERAL CONDITIONS
A. PERMITS: THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL
OBTAIN AND APPLY FOR ALL , LICENSES, CERTIFICATES, REQUIRED BY LAW,
BOTH PERMANENT AND TEMPORARY, AND MAINTAIN COPIES OF ALL PERMITS
ON THE JOB SITE AT ALL TIMES.
B. CHANGES FROM ORIGINAL PLANS:
1. THE OWNER RESERVES THE RIGHT TO MAKE ANY DESIRED CHANGE IN PLANS
AND SPECIFICATIONS WHILE UNDER CONTRACT. HOWEVER, THE CHANGES
MADE, MAY ADJUST THE PRICE (ADDED OR DEDUCTED) TO THE ORIGINAL
CONTRACT PRICE. THE ADJUSTED PRICE SHALL BE AGREED UPON BETWEEN
THE OWNER AND THE CONTRACTOR AND ENDORSED UPON ORIGINAL
CONTRACT. WHEN BOTH PARTIES AGREE THERETO, IT SHALL IN NO WAY
INVALIDATE OR MAKE VOID THE ORIGINAL TERMS.
2. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY REQUEST EXTRA
WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM
THE WORK. THE CONTRACT SUM WILL THEN BE ADJUSTED ACCORDINGLY.
ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE
ORIGINAL CONTRACT. ANY CLAIM FOR EXTENSION OF TIME CAUSED THEREBY,
SHALL BE ADJUSTED IN ONE OR MORE OF THE FOLLOWING WAYS:
CHANGE ORDER, & COSTS FOR EXTENSIONS INCLUDED IN PROPOSAL.
A. BY ESTIMATE AND ACCEPTANCE IN A LUMP SUM.
B. BY COST AND PERCENTAGE, OR BY COST AND FIXED FEE.
3. IF THE CONTRACTOR CLAIMS THAT ANY INSTRUCTIONS BY DRAWINGS
OR OTHERWISE INVOLVE EXTRA COST UNDER THIS CONTRACT, THE
CONTRACTOR SHALL GIVE THE OWNER WRITTEN NOTICE THEREOF WITHIN A
REASONABLE TIME AFTER THE RECEIPT OF SUCH INSTRUCTIONS.
C. BROOM CLEAN, CONTRACTOR SHALL REMOVE STAINS, SPOTS, MARKS, AND
DIRT FROM COMPLETED WORK. WASH CONCRETE FLOORS, CLEAN AND WAX
ALL RESILIENT FLOORS, CLEAN ALL GLASS. CONTRACTOR SHALL COMPLY
WITH ALL SPECIAL CLEANING INSTRUCTIONS IN THE SPECIFICATIONS AND/OR
MANUFACTURERS INSTRUCTIONS.
D. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY.
SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR BOTH.
E. WHEN A CONTRACTOR IS ALLOWED A SUBSTITUTION, HE/SHE WILL COVER
THE ENTIRE EXPENSE OF THE SUBSTITUTION, INCLUDING WORK AND EXPENSES
OF OTHER CONTRACTORS CAUSED BY THE SUBSTITUTION.
F. ALLOWANCES: INCLUDE IN THE BASE BID A DISCRETIONARY ALLOWANCE
IN THE AMOUNT OF $10,000 TO BE USED DURING THE CONSTRUCTION PERIOD
AND IS TO INCLUDE G.C. OVERHEAD, PROFIT, AND TAXES. FOR USE AND
APPROVAL OF THE OWNER/ARCHITECT. THE COSTS SHALL BE TRACKED AND
ANY UNUSED PORTION OF THE ALLOWANCE RETURNED TO THE OWNER AND
REFLECTED ON THE FINAL PAYMENT REQUEST.
DIVISION II - SITE WORK (NOT APPLICABLE)
DIVISION III - CONCRETE (NOT APPLICABLE)
DIVISION IV - MASONRY (NOT APPLICABLE)
DIVISION I - GENERAL REQUIREMENT
1.1 LAY OUT WORK:
A. LOCATE ALL EXISTING UTILITY SERVICE LINES AND PROTECT THROUGHOUT
CONSTRUCTION PERIOD.
B. LAY OUT WORK AND BE RESPONSIBLE FOR ALL LINES, MEASUREMENTS OF
THE BUILDING, UTILITIES, AND OTHER WORK EXECUTED UNDER THE CONTRACT.
1.2 EXAMINATION:
A. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE
CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH
RELATED WORK, OTHERWISE THE CORRECTION OF SUCH ITEMS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
1.3. CODES AND STANDARDS
A. ALL WORK, MATERIALS, AND INSTALLATION SHALL BE IN STRICT
ACCORDANCE WITH ALL CODIFIED ORDINANCES, THE APPLICABLE STATE
CODE, AND THE CITY/COUNTY'S BUILDING CODE, LATEST EDITIONS.
1.4 TEMPORARY FACILITIES:
A. TEMPORARY OFFICE: AS REQUIRED BY REQUIRED BY CONTRACTOR.
SAFETY AND FIRE PROTECTION IS THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR; PROVIDE THE FOLLOWING:
1. SCHEDULE MEANS OF SAFETY AND FIRE PROTECTION FOR BUILDING, ALL
MATERIALS, AND PERSONNEL PRIOR TO START OF WORK. METHODS AND
EQUIPMENT SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL.
2. COMPLY WITH ALL APPLICABLE PROVISION OF MANUAL OF ACCIDENT
PREVENTION IN CONSTRUCTION, ISSUED BY THE ASSOCIATION OF GENERAL
CONTRACTORS OF AMERICA, INC.
3. ALLOW NO WELDING TO BE PERFORMED BY ANY CONTRACTOR OR
SUBCONTRACTOR UNLESS AN APPROVED FIRE EXTINGUISHER IS IMMEDIATELY
ADJACENT TO THE WORK.
DIVISION IX - FINISHES
SECTION 09255-GYPSUM BOARD.
A. MATERIAL: UNITED STATES GYPSUM "SHEETROCK" IS STANDARD OF QUALITY.
1. INTERIOR CEILINGS: 5/8" "WATER RESISTIANT" TAPERED EDGE.
2. CORNER BEADS: PERF. A-TRIM 0100
3. TAPE: PERF. A-TAPE AND JOINT COMPOUND AND DWA-14 ADHESIVES.(3)
COAT SYSTEM LEVEL 4 FINISH LEVEL 5 FINISH AT LIGHT COVES .
4 .INSTALLATION: IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
SPECIFICATIONS AND PERF. A-TAPE READY MIX JOINT SYSTEM.
B. TEXTURE:
1. CEILING: TO MATCH EXISTING
COMPLYING WITH ASTM C 834 THAT EFFECTIVELY REDUCE AIRBORNE SOUND
TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN THE BUILDING
CONSTRUCTION AS PER USG LISTED SOUND RATING ASSEMBLY REQUIREMENTS
AND ASTM E 90.
END OF SECTION 09255
09310 - CERAMIC TILE: PROVIDE FACTORY-MOUNTED FLAT TILE AS
FOLLOWS:
A. CERAMIC FLOOR TILES TO BE TO BE CERAMIC WITH
ABRASIVE ADMIXTURE, 2"X2" X 1/4" THK, PLAIN FACE.
DALTILE: KEYSTONES. PEPPER WHITE D037, ABRASIVE (12X24 SHEET)
B. TRIM AS INDICATED OR IF NOT INDICATED TO PROVIDE A COMPLETE
INSTALLATION INCLUDING COVED BASE, EXTERNAL CORNERS, INTERNAL
CORNERS, CAPS AT WAINSCOT OR SURROUNDS.
C. INSTALL PER TCA (LATEST ADDITION) METHODS AS FOLLOWS
FLOORS TCA F-122
END OF SECTION 09310
SECTION 09510 - SUSPENDED ACOUSTICAL CEILINGS
PART 1 - GENERAL
1.1 SECTION INCLUDES SUSPENDED ACOUSTICAL CEILINGS INCLUDE THE
FOLLOWING:
1. ACOUSTICAL TILES (SUSPENDED)
2. EXPOSED TEE METAL GRID CEILING SYSTEM AND PERIMETER TRIM.
1.2 DESIGN/PERFORMANCE REQUIREMENTS
A. SUSPENSION SYSTEM: RIGIDLY SECURE ACOUSTIC CEILING SYSTEM
INCLUDING INTEGRAL MECHANICAL AND ELECTRICAL COMPONENTS WITH
MAXIMUM DEFLECTION OF 1:360.
B. SURFACE BURNING CHARACTERISTICS: ASTM E84 AND CAN/ULC, CLASS A,
FLAME SPREAD 25 OR LESS.
C. SEISMIC STANDARD: IBC SECTION 1613, "METAL SUSPENSION SYSTEMS FOR
ACOUSTICAL TILE AND FOR LAY-IN PANEL CEILINGS."
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. ACCEPTABLE MANUFACTURER: TO MATCH EXISTING
B. SUBSTITUTIONS NOT PERMITTED.
2.2 ACOUSTICAL TILES
A. TILES: ACOUSTICAL PANELS (2'X2'X3/4") COLOR: WHITE.
B. GRID: USG TO MATCH EXISTING.
PART 3 - INSTALLATION
A. INSTALL PER MANUFACTURERS SPECIFICATIONS BY QUALIFIED INSTALLER.
COMPLY WITH ALL BUILDING CODE REQUIREMENTS.
B. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
C. REMOVE DAMAGED COMPONENTS, REPLACE WITH UNDAMAGED
COMPONENTS.
D. CLEAN WITH NON-SOLVENT BASED NON-ABRASIVE COMMERCIAL CLEANING
SOLUTION.
END SECTION 08510
SECTION 09900 - PAINTING
A. GENERAL REQUIREMENTS: PROVIDE ALL PAINTING TO COMPLETE THE
WORK. INSPECT WORK OF OTHERS PRIOR TO APPLICATION AND NOTIFY
THE CONTRACTOR OF ANY SURFACES NOT PROPERLY PREPARED FOR
FINISHING OR ASSUME RESPONSIBILITY THEREOF.
B. PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE BUILDING
UNLESS NOTED OTHERWISE. ALL SURFACES SHALL BE THOROUGHLY
COVERED. PROVIDE A MINIMUM TWO (2) COATS OR THE AMOUNT
NECESSARY TO GIVE SATISFACTORY COVERAGE.
C. THE WORKMANSHIP SHALL BE OF THE VERY BEST QUALITY. ALL
MATERIALS SHALL BE APPLIED UNDER ADEQUATE ILLUMINATION, EVENLY
SPACED AND SMOOTHLY FLOWED ON WITHOUT RUNS OR SAGS. FOLLOW
THE MANUFACTURER'S INSTRUCTIONS FOR PRODUCT.
D. PAINT SCHEDULE - COLORS PER ARCHITECTS COLOR SELECTION
INTERIOR SHOWER LOCKER ROOMS:
1. WATER PROOF GYPSUM:
FIRST COAT - EPOXY PRIMER
SECOND COAT - EPOXY PAINT
THIRD COAT - EPOXY PAINT
2. COLOR TO MATCH EXISTING
END OF SECTION 09900
DIVISION X - SPECIALTIES (NOT APPLICABLE)
DIVISION XII - FURNISHINGS (NOT APPLICABLE)
DIVISION XIII - SPECIAL CONSTRUCTION (NOT APPLICABLE)
DIVISION XIV - CONVEYING SYSTEMS (NOT APPLICABLE)
DIVISION XV - MECHANICAL/PLUMBING
SEE MECHANICAL DRAWINGS AND SPECIFICATIONS.
DIVISION XVI - ELECTRICAL
ELECTRICAL: SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS .
AB
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ARCHITECTS
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170 E. CENTER STREET
LOGAN, UTAH 84321
CENTERSTREETARCH.COM
1 2 3 4 5
DATE:
JOB NO:
SCALE:
DRAWN:
REVISIONS
NO. DATE DESRIPTION
CL
IE
NT
AD
DR
ES
S
CA
CH
E C
OU
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Y S
CH
OO
L D
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TR
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25
5 S
OU
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8
00
E
AS
T H
YR
UM
, U
TA
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43
19
MELLE DETTENMAIER 453.890.2009
CRAIG MARTINDALE 435.232.0306
CHRISTIAN WILSON 435.232.8662
TIT
LE
PR
OJ
EC
TM
OU
NT
IA
N C
RE
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P
OO
L M
EC
HA
NIC
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PG
RA
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SHEET
12.19.18
JCW
AR
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TU
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CIF
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MT. CREST POOL '18
NONE
A500
DIVISION V - METALS
SECTION 05500 - METAL FABRICATIONS
PART 1- GENERAL
1.1 SUMMARY, THIS SECTION INCLUDES THE FOLLOWING:
1. POWDER COATED STEEL GRATES
2. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL
EQUIPMENT.
3. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND
SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS.
1.2 QUALITY ASSURANCE
A. QUALIFICATIONS: FABRICATOR EXPERIENCED IN PRODUCING METAL
FABRICATIONS SIMILAR TO THOSE INDICATED FOR THIS PROJECT AND WITH A
RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, AS WELL AS SUFFICIENT
PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS.
1.3 PROJECT CONDITIONS
A. FIELD MEASUREMENTS: WHERE METAL FABRICATIONS ARE INDICATED TO FIT
OPENING AND OTHER CONSTRUCTION, VERIFY DIMENSIONS BY FIELD
MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION SCHEDULE
WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK
PART 2 - PRODUCTS
2.1 METALS, GENERAL
A. METAL SURFACES, GENERAL: FOR METAL FABRICATIONS EXPOSED TO VIEW
IN THE COMPLETED WORK, PROVIDE MATERIALS WITH SMOOTH, FLAT
SURFACES WITHOUT BLEMISHES. DO NOT USE MATERIALS WITH EXPOSED
PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, OR ROUGHNESS.
2.2 FERROUS METALS
A. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M.
B. ROLLED-STEEL FLOOR PLATE: ASTM A 786/A 786M, ROLLED FROM PLATE
COMPLYING WITH ASTM A 36/A 36M OR ASTM A 283/A 283M, GRADE C OR D.
C. STEEL TUBING: COLD-FORMED STEEL TUBING COMPLYING WITH ASTM A
500.
D. STEEL PIPE: ASTM A 53, STANDARD WEIGHT (SCHEDULE 40), UNLESS
ANOTHER WEIGHT IS INDICATED OR REQUIRED BY STRUCTURAL LOADS.
E. CAST-IN-PLACE ANCHORS IN CONCRETE: ANCHORS OF TYPE INDICATED
BELOW, FABRICATED FROM CORROSION-RESISTANT MATERIALS CAPABLE OF
SUSTAINING, WITHOUT FAILURE, THE LOAD IMPOSED WITHIN A SAFETY FACTOR
OF 4, AS DETERMINED BY TESTING PER ASTM E 488, CONDUCTED BY A
QUALIFIED INDEPENDENT TESTING AGENCY.
2.3 PAINT
A. PROVIDE POWDER COATING TO MANUFACTURERS SPECIFICATIONS.
2.4 FASTENERS
A. GENERAL: PROVIDE TYPE 304 OR 316 STAINLESS-STEEL FASTENERS FOR
EXTERIOR USE AND ZINC-PLATED FASTENERS WITH COATING COMPLYING
WITH ASTM B 633, CLASS FE/ZN 5, WHERE BUILT INTO EXTERIOR WALLS.
SELECT FASTENERS FOR TYPE, GRADE, AND CLASS REQUIRED.
B. BOLTS AND NUTS: REGULAR HEXAGON-HEAD BOLTS, ASTM A 307, GRADE A
(ASTM F 568M, PROPERTY CLASS 4.6); WITH HEX NUTS, ASTM A 563 (ASTM A
563M); AND, WHERE INDICATED, FLAT WASHERS.
C. ANCHOR BOLTS: ASTM F 1554, GRADE 36.
D. LAG BOLTS: ASME B18.2.1 (ASME B18.2.3.8M).
2.5 FABRICATION, GENERAL
A. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN SHOP TO GREATEST EXTENT
POSSIBLE TO MINIMIZE FIELD SPLICING AND ASSEMBLY.
B. EASE EXPOSED EDGES TO A RADIUS OF APPROXIMATELY 1/32 INCH (1 MM),
UNLESS OTHERWISE INDICATED.
C. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE
FOLLOWING:
D. PROVIDE FOR ANCHORAGE OF TYPE INDICATED; COORDINATE WITH
SUPPORTING STRUCTURE.
E. FORM EXPOSED WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES
AND SURFACES AND STRAIGHT SHARP EDGES.
F. REMOVE SHARP OR ROUGH AREAS ON EXPOSED TRAFFIC SURFACES.
2.6 MISCELLANEOUS FRAMING AND SUPPORTS
A. GENERAL: PROVIDE STEEL FRAMING AND SUPPORTS THAT ARE NOT A
PART OF STRUCTURAL-STEEL FRAMEWORK AS NECESSARY TO COMPLETE THE
WORK.
B. GENERAL: PROVIDE STEEL FRAMING AND SUPPORTS INDICATED AND AS
NECESSARY TO COMPLETE THE WORK.
C. FABRICATE UNITS FROM STRUCTURAL-STEEL SHAPES, PLATES, AND BARS
OF WELDED CONSTRUCTION, UNLESS OTHERWISE INDICATED. FABRICATE TO
SIZES, SHAPES, AND PROFILES INDICATED AND AS NECESSARY TO RECEIVE
ADJACENT CONSTRUCTION RETAINED BY FRAMING AND SUPPORTS. CUT,
DRILL, AND TAP UNITS TO RECEIVE HARDWARE, HANGERS, AND SIMILAR ITEMS.
2.8 FINISHES, GENERAL
A. COMPLY WITH NAAMM'S "METAL FINISHES MANUAL FOR ARCHITECTURAL
AND METAL PRODUCTS" FOR RECOMMENDATIONS FOR APPLYING AND
DESIGNATING FINISHES.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES
AND FASTENERS WHERE NECESSARY FOR SECURING METAL FABRICATIONS TO
IN-PLACE CONSTRUCTION. INCLUDE THREADED FASTENERS FOR CONCRETE
AND MASONRY INSERTS, TOGGLE BOLTS, THROUGH-BOLTS, LAG BOLTS, WOOD
SCREWS, AND OTHER CONNECTORS.
B. CUTTING, FITTING, AND PLACEMENT: PERFORM CUTTING, DRILLING, AND
FITTING REQUIRED FOR INSTALLING METAL FABRICATIONS. SET METAL
FABRICATIONS ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATION;
WITH EDGES AND SURFACES LEVEL, PLUMB, TRUE, AND FREE OF RACK; AND
MEASURED FROM ESTABLISHED LINES AND LEVELS.
C. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM HAIRLINE
JOINTS. WELD CONNECTIONS THAT ARE NOT TO BE LEFT AS EXPOSED JOINTS
BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. DO
NOT WELD, CUT, OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN
HOT-DIP GALVANIZED AFTER FABRICATION AND ARE FOR BOLTED OR
SCREWED FIELD CONNECTIONS.
3.2 ADJUSTING AND CLEANING
TOUCHUP PAINTING: IMMEDIATELY AFTER ERECTION, CLEAN FIELD WELDS,
BOLTED CONNECTIONS, AND ABRADED AREAS OF SHOP PAINT, AND PAINT
EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP PAINTING TO
COMPLY WITH SSPC-PA 1 FOR TOUCHING UP SHOP-PAINTED SURFACES.
END OF SECTION 05500
DIVISION VII - THERMAL MOISTURE PROTECTION (NOT APPLICABLE)
DIVISION VIII - WINDOWS/DOORS (NOT APPLICABLE)
RA = RETURN AIR DUCTSA = SUPPLY AIR DUCTREA = RELIEF AIR DUCTOA = OUTSIDE AIR DUCTFLUE = MECHANICAL FLUECA = COMBUSTION AIR
= THERMOSTAT= REMOTE TEMPERATURE SENSOR
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SHEET LIST - MECHANICAL
SheetNumber Sheet Name Current Issue Current Revision Description
M100 MECHANICAL OVERVIEW 4 CONTRACTOR CHANGES
M101 MECHANICAL DEMOLITION 4 CONTRACTOR CHANGES
M102 MAIN FLOOR MECHANICAL 3 CONSTRUCTION SET
M103 MEZZANINE FLOOR MECHANICAL 3 CONSTRUCTION SET
M104 MECHANICAL DETAILS 3 CONSTRUCTION SET
M105 MECHANICAL SECHEDULES 4 CONTRACTOR CHANGES
GAS PIPING SIZED USING LONGEST MAXIMUMRUN OF EQUIVALENT LENGTH OF PIPING = 150
FT. INLET PRESSURE 2 PSI WITH 1 PSIPRESSURE DROP.
PIPE SIZING BASED ON 2015 INTERNATIONALFUEL GAS CODE
NEW GAS LOAD AFTER CHANGES
ITEMGAS FLOWRATE (CFH)
BOILER (B-1) 1700
BOILER (B-2) 1700
Grand total: 2 3400
HEATING AND VENTILATION NOTES
1. Duct material shall be as follows unless otherwise indicated:a. Round supply/return air: ASTM A653 Z90 Zinc coating.b. Rectangular supply/return air: ASTM A653 Z90 Zinc
coating.c. Runouts to diffusers: spiral wound flexible galvanized
spiral to SMACNA standards.d. Exhaust duct: ASTM A653 Z90 Zinc coating.e. Transitions shall conform to SMACNA.f. Thickness, fabrication, reinforcement and joints to
SMACNA.g. Flex connections - provide flex connections 1/4" Duro
Dyne Excelon PVC coated polyester at inlet and outlets of all forced air units.
h. Flexible duct - Thermaflex S-LP-10 insulated. M-KE insulated, maximum 10 ft connector length per air outlet.
2. Duct sealer - MP water-based paste sealer must be applied to seal leaking duct connections, joints and elbows.
3. Flues & Breechinga. Combustion air - shall terminate with spill box and baffle
to diffuse cold air and protect water lines.b. Provide minimum 1" clearance from combustibles for "B"
vent and 6" for single wall vent connections.4. Balancing
a. Upon completion balance air flows to values indicated. Contractor is responsible for the provision of balancing dampers, even if not indicated on the drawings. Provide an air balance report to the engineer for review. Report balancing measurements on the as-built drawings. Air and water balancing shall be at+/- 10% of specified complete with design versus actual readings.
b. Fans - supply and exhaust fans, air systems amps, rpm, cfm, suction and discharge static pressure. Grilles -supply, return and exhaust air volumes.
c. Sketch layout of duct systems showing details of balance.
5. Control wiring by HVAC contractor. Final connections by HVAC contractor.
6. All caulking on building penetrations shall be a 1-component non-sag urethane sealant.
7. The HVAC systems shall be constructed in accordance with NFPA 101:7-2 and NFPA 90A “standard for the installation of air conditioning and ventilation systems.
8. All HVAC flues and vents shall be constructed in accordance with the International Fuel Gas code of 2015.
9. Fire dampers - shall be type "B", UL labeled, with damper blades fully clear of the air stream, seal with Dow Corning RTV silicone foam. Provide access door at all fire dampers.
10. Provide sheet metal fire stops tight around ducts passing through fire separations and ceilings. Run to kitchen WC or dryer exhaust ducts inside party or corridor rated walls.
11. Mount condensate and refrigerant lines as high as possible.
MECHANICAL ALTERNATE NOTE
1. Alternate mechanical equipment is acceptable. Alternates must be equal or better in performance, durability, and warranty.
GENERAL NOTES
All controls supplied by mechanical. All line voltage by electrical. DC and low voltage by mechanical.
THERMOSTAT NOTES:
New mechanical equipment to be connected to existing pool sensors and thermostats.
MECHANICAL LEGEND
IECC CLOSE OUT REQUIREMENTS
1. Contractor to provide to the owner and design engineer a preliminary commissioning report prior to final mechanical inspection.
2. Contractor to provide to the owner the following items within 90 days of receiving certificate of occupancy.A. As-Build drawings showing installed equipment.B. Operating and maintenance manuals including routine
maintenance requirements, name and address of servicing agency, narrative of controls, and recommended operating setpoints.
C. System balancing report.D. Final commissioning report.
GENERAL MECHANICAL NOTES
1. Contractor is responsible for all permits, licenses, fees, and charges as required by authority having jurisdiction for the performance of the work as outlined in these contract documents.
2. The contractor shall be responsible for installing a complete and functional system in accordance to the intent of the plans and written specifications.
3. All plumbing shall be in accordance with the local regulations and the International Plumbing Code of 2015.
4. Contractor to coordinate work with other disciplines.5. Drawing is diagrammatic and is not to be scaled. Refer to
architectural plans or field measurements for dimensions.6. Contractor shall verify all existing construction prior to
submitting his bid. No extras will be paid due to unanticipated existing conditions.
7. Coordinate all roof and wall penetrations required with the general contractor. Provide all flashings, sleeves, curbs, reinforcing angles, supporting frames, etc. which is required unless called out to be furnished by others.
8. Contractor to provide submittal to Engineer for review prior to acquiring equipment as soon as possible after contract award. Equals will require review from engineer and owner for quality and performance against items specified. All control devices shall be included with submittals. Equipment and fixture substitutions that are not listed on these contract documents shall not be allowed without the prior written approval of the owner.
9. Extra charges - any discrepancies and omissions discovered shall be reported to the engineer immediately and prior to tender closing for rectification by addendum.
10. The proper performance of the control system is the responsibility of the contractor.
11. Shop drawings - submit 1 copy in pdf format to the engineer for approval. Provide 2 printed copies of reviewed shop drawings to owner in 2 O&M manuals within 90 days of acceptance. The contractor shall ensure that equals for the major equipment fit in the allocated space and meet codes and specifications.
12. Upon completion contractor shall prepare pdf printouts for review by engineer.
13. Maintenance manuals - contractor shall provide 2 copies complete with shop drawings. Three ringer binder style is acceptable. Provide on-site operating seminar to familiarize owner with all functions of new equipment. Submit maintenance manuals within 90 days of project acceptance.
14. As-built drawings - mechanical contractor shall keep on site an extra set of drawings and specifications on which changes shall be noted daily. As-built drawings shall also be provided showing location of access doors, clean-outs, and any deviation from design drawings. Submit as-built drawings within 90 days of project acceptance.
15. Warranty - mechanical contractor shall provide written warranty on his system for one full year from time of acceptance by the owner.
16. Structural - misc. Steel support hangers for unit heaters, fans, heat pumps, etc. Shall be by the mechanical with clamps to structure, not welded. Structural reinforcing for equipment is by general contractor.
17. Electrical coordination - motor disconnect switches and starters (including magnetic starters for interlocking) shall be by electrical contractor unless otherwise specified. Disconnects for packaged makeup air units shall be by electrical contractor. Electrical contractor shall wire in low voltage and line voltage thermostats, electric heaters and control transformers provided by mechanical contractor. Mechanical contractor shall complete low voltage controls wiring. Confirm voltages on site before ordering equipment.
18. Duct dimensions on plans are finished inside dimensions.19. Sleeving - mechanical contractor shall be on site to sleeve
mechanical openings through concrete, to flash and counter flash and to coordinate joist locations away from mechanical shafts.
20. Design documents - these design documents are prepared solely for the use by the party with whom the design professional has entered into a contract and there are no representations of any kind made by the design professional to any party with whom the design professional has not entered into a contract.
DUCT INSULATION NOTE
1. Insulate all supply and return duct with R-6 duct insulation. Insulation must have metal jacket. All components used (insulation, jackets, mastics, adhesives, and tapes) must havge flame-spread index of 25 or less, and smoke-developed index of 50 or less when tested in accordance with ASTM E 84 or 723 (be plenum rated).
LOW PRESSURE DUCT NOTE
1. Provide all duct with SMACNA standards for 2" WC pressure class. Seal all transverse and longitudinal seams except for welded or locking type longitudinal joints.
PLUMBING IN RETURN AIR PLENUMS
1. Treat all ceiling spaces as return air plenums.2. All materials used in return air plenums must have flame-
spread index of 25 or less, and smoke-developed index of 50 or less when tested in accordance with ASTM E84 or UL 723 (be plenum rated).
MECHANICAL SMACNA SEISMIC HAZARD LEVEL
COMPONENT SHL VALUE
Plumbing B
Air Side HVAC C
Wet Side HVAC C
Ducts C
SEISMIC CONTROL NOTES
1. Install tight to structure.2. Seismic control measures not to jeopardize noise and
vibration isolation systems. Provide 1/4” to 3/8” clearance during normal operation of equipment and systems between seismic restraint and equipment.
3. Incorporate seismic restraints into vibration isolation system to resist complete isolator unloading.
3/32" = 1'-0"1
3 - ROOF MECHANICAL
GENERAL MEHANICAL NOTE
MECHANICAL TO RUN CONDUIT FOR CONTROLS. CONTROLS BY OWNER. COORDINATE ALL WORK WITH OWNER.
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
4 Date 4 CONTRACTOR
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4
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01-02-2019
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BOILER
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All draw
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are an
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the prop
erty o
f the design
er. N
o pa
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ll be cop
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and/
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conjun
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any other project other than
the specific p
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for which they ha
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Written
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Notify d
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draw
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COPY
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SHEET
DATE
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SCALE
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REVISIONS
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1/4" = 1'-0"1
1 - MAIN FLOOR MECHANICAL DEMOLITION1/4" = 1'-0"
22 - MEZZANINE FLOOR MECHANICAL DEMOLITION
KEYNOTES
ID DESCRIPTION
1 DEMOLISH DUCT AND DUCT HEATERS.
2 DEMOLISH FLUE AND PATCH ROOF ANDFLOOR PENETRATION. MAKE AS NEW.
3 DEMOLISH EXISTING CHIMNEY AND PREPAREFOR NEW FLUE.
4 DEMOLISH BOILER AND SUPPORTINGHYDRONIC LINES.
5 DEMOLISH AND DISPOSE OF AHU.
6 DEMOLISH AND DISPOSE OF WATERSOFTENING SYSTEM.
7 DEMOLISH HOUSE KEEPING PAD ANDPREPARE FOR NEW HOUSE KEEPING PAD.NEW HOUSE KEEPING PAD WILL BE WIDER,BUT SHORTER THAN EXISTING.
8 DEMOLISH EXISTING UNIT HEATER AND CAPGAS LINE BACK TO NEAREST BRANCH.PREPARE LOCATION FOR INSTALLATION OFNEW HYDRONIC HEATER.
9 DEMOLISH AND DISPOSE OF EXISTING OZONESYSTEM AND POOLPAK PUMP C/W PIPING.PATCH ALL HOLES IN WALL AND MAKE ASNEW.
10 REMOVE LOUVERS TO EXISTINGCOMBUSTION AIR OPENINGS AND ENLARGEWALL OPENINGS TO ACCOMODATE 36"X36"LOUVERS. PREPARE FOR INSTALLATION OFNEW LOUVERS.
11 DEMOLISH BOILER, FLUE, AND ALLSUPPORTING HYDRONIC LINES. CAP ALLEXISTING LINES.
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
4 Date 4 CONTRACTOR
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BOILER
1 2 1
STORAGE
120
COACH
1 1 4
TIMING
1 1 3
MANAGER
1 1 2
OFFICE
1 1 1
FIRST
AID
110
LAUNDRY
109
CUST.
108
STORAGE107
STORAGE
101
LOBBY
1 1 5
MENS
1 1 9
MENS
LOCKER
1 1 8
SHOWER
1 1 6
HALL
100
VESTIBULE
102
WOMENS
103
WOMENS
LOCKER
104
SHOWER
106
CORR.
105
STAIR
1 1 7
STAIR
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BOILER
M102
3
B-2
B-1
5
HX-3HX-1
HX-2
HX-2
HX-1
HX-3
2"ø
HW
R
2"ø
HW
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6"ø FL
1
2
3
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s, d
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nd ideas represented h
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are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
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and/
or d
isclosed to
others o
r used in
conjun
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with
any other project other than
the specific p
roject
for which they ha
ve b
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prepared w
itho
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ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
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ve p
recedence over scaled
dimension
s.
Con
tractors sha
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d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
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20
16 C
ENTER
STRE
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RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
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DR
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CE
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255 S
800
E.
HY
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UT
6/13/18
ZR
0225
1/8" = 1'-0"1
1 - MAIN FLOOR MECHANICAL CONSTRUCTION
KEYNOTES
ID DESCRIPTION
1 RUN NEW DOUBLE WALL STAINLESS STEEL FLUE OUTTHROUGH ROOF THROUGH EXISTING FLUE OPENING.CONNECT BOILER INTO FLUE. PROVIDE SEPARATEFLUES FOR EACH BOILER. MODIFY ROOFPENETRATION AS NEEDED. TERMINATE FLUES ONROOF MINIMUM 3 FT ABOVE ANY ROOF PORTIONWITHIN 10 FT RADIUS. ANCHOR AND BRACE FLUE ONROOF AND INSIDE MECHANICAL ROOM. SLOPECHIMNEY BACK TO BOILERS AND PROVIDECONDENATE DRAIN C/W TRAP. DRAIN CONDENATETO NEAREST FLOOR DRAIN THROUGH NEUTRALIZER.
2 PROVIDE 4" HOUSEKEEPING PAD UNDER BOILERS.
3 CONNECT HYDRONIC SUPPLY/RETURN LINES FROMHX-3 TO POOL WATER SUPPLY. REUSE EXISTINGTEES AT THIS LOCATION.
4 INSTALL BOILERS PER MANUFACTURER'SSPECIFICATIONS.
5 CONTRACTOR TO BRING MAU ONTO POOL DECKTHROUGH DOOR SHOWN.
6 CONTRACTOR TO PROVIDE RACK TO MOUNT HEATEXCHANGERS.
7 HYDRONIC LINES TO AHU ON MEZZANINE LEVEL.
8 CONNECT HYDRONIC LINES TO UH-1.
9 INSTALL UNIT ACCORDING TO MANUFACTUERSINSTRUCTIONS AT HIGH LEVEL.
10 INSTALL COMBUSTION AIR LOUVERS, RUSKINELF6350DMP 36X36 DRAINABLE STATIONARYLOUVERS ONE WITHIN 12" OF CEILING AND ONEWITHIN 12" OF FLOOR. RESTRICT INSIDE CLEAR AREATO 27"X27" .
1/4" = 1'-0"3
1 - MAIN FLOOR MECHANICAL CONSTRUCTION - Callout 1
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SETUNIT HEATER SCHEDULE
IDENTITY MECHANICAL ELECTRICAL
WeightMark Manufacturer ModelNominal Heat Input
Capacity GPM Voltage Frequency Phase
MotorOperating
HP
UH-1 Modine HSB/HC 47 30,900 Btu/h 3.1 115 V 60 Hz 1 62 W 55 lb
GENERAL NOTE1. HYDRONIC LINES DO NOT SHOW ALL ACCESSORIES. REFER TO SCHEMATIC, BOOK SPECIFICATIONS AND DETAILS.2. HYDRONIC LAYOUT SHOWS APPROXIMATE LOCATIONS. SITE CONDITIONS MAY REQUIRE ADAPTATION. ENSURE THAT ALL EQUIPMENT HAS SERVICABLE ACCESS. NO EQUIPMENT SHALL BE INSTALLED LESS THAN 3-FT IN FRONT OF ELECTRICAL PANELS.
PROVIDE C/W MANUAL WALL-MOUNTED THERMOSTAT.
Hydronic System Balance
1. Upon completion balance all hydronic flows to within 10% of values indicated. Contractor to provide balancing valves. See book specification. Provide a hydronic balaning report to the engineer.
2. Report to contain: A.System-Coil Reports: For reheat coils and water coils of terminal units, include the following:
1.Unit Data:a. System and air-handling-unit identification.b. Coil make and size.c. Flowmeter type.
2.Test Data (Indicated and Actual Values):a. Airflow rate in cfm.b. Entering-water temperature in deg~F.c. Leaving-water temperature in deg~F.d. Water pressure drop in feet of head or psig.e. Entering-air temperature in deg~F.f. Leaving-air temperature in deg~F.
B.Heat Exchanger Test Reports: For heat exchangers include the following:
1.Unit Data:a. Unit identification.b. System servedc. Heat exchanger make and size.
2.Test Data (Indicated and Actual Values):a. Source flow medium.b. Source flow rate in gpm.c. Source entering-water temperature in deg~F.d. Source leaving-water temperature in deg~F.e. Source pressure drop in feet of head or psig.f. Transfer flow medium.g. Transfer flow rate in gpm.h. Transfer entering-water temperature in deg~F.i. Transfer leaving-water temperature in deg~F.j. Transfer pressure drop in feet of head or psig.
C.Pump Test Reports: Calculate impeller size by plotting the shutoff head on pump curves and include the following:
1.Unit Data:a. Unit identification.b. Location.c. Service.d. Make and size.e. Model number and serial number.f. Water flow rate in gpm.g. Water pressure differential in feet of head or psig.h. Required net positive suction head in feet of head or psig.i. Pump rpm.j. Impeller diameter in inches.k. Motor make and frame size.l. Motor horsepower and rpm.m. Voltage at each connection.n. Amperage for each phase.o. Full-load amperage and service factor.p. Seal type.
2.Test Data (Indicated and Actual Values):a. Static head in feet of head or psig).b. Pump shutoff pressure in feet of head or psig.c. Actual impeller size in inches.d. Full-open flow rate in gpm.e. Full-open pressure in feet of head or psig.f. Final discharge pressure in feet of head or psig.g. Final suction pressure in feet of head or psig.h. Final total pressure in feet of head or psig.i. Final water flow rate in gpm .j. Voltage at each connection.k. Amperage for each phase.
01-02-2019
200
OBSERVATION
DECK
201
CLASSROOM
202
MECH. RM.
203
VENDING
1 1 7
STAIR
105
STAIR
46"x
30"
SA
52"x
18"
EA
1
2
40"x
36"O
A
3
4
46"x
30"
RA
40"x36" OA
2"ø
HW
R
5
2"ø
HW
S
P-6BP-6A
6
AHU-1
7
IDENTITY AIR FLOW HEATING ELECTRICAL
TAG MANUFACTURER MODEL SUPPLY AIR FLOWRETURN AIR
FLOWOUTSIDE AIR
FLOWEXHAUST AIR
FLORSUPPLY
ESPRETURN
ESPHEATINGCAPACITY DB ENT GLYCOL GPM ELECTRICAL MCA MOCP
OPERATINGWEIGHT
AHU-1 ICE IM125 16,000 CFM 0 TO 16,000 CFM 0 TO 16,000 CFM 0 TO 16,000 CFM 0.7 0.7 1,450 MBH 0.4 DEG F PROPYLENE 30% 100.8 460 V/3 PH/ 60 HZ 41 A 60 A 12,900 LB
SUMMER
OUTSIDE AIR SPACE AIR OUTSIDE AIR SPACE AIR ELEVATION
0.4 DEG F DB 84 DEG F @ 60% RH 93 DEG F @ 38.65 %RH 84 DEG F @ 60% RH 4,700 FT
WINTER
AIR CONDITIONS
SH
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All draw
ings, specification
s, d
esigns a
nd ideas represented h
erein
are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
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and/
or d
isclosed to
others o
r used in
conjun
ction
with
any other project other than
the specific p
roject
for which they ha
ve b
een
prepared w
itho
ut the w
ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
ll ha
ve p
recedence over scaled
dimension
s.
Con
tractors sha
ll verify an
d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
T C
20
16 C
ENTER
STRE
ET A
RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
AD
DR
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S:
CE
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84341
PH
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435-5
54-7
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SEE DRAWING
M103
MO
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T
255 S
800
E.
HY
RU
M,
UT
6/13/18
ZR
0225
3/16" = 1'-0"1
2 - MEZZANINE FLOOR MECHANICAL CONSTRUCTION
KEYNOTES
ID DESCRIPTION
1 CONNECT NEW SUPPLY DUCT TO EXISTINGROUND DUCT.
2 CONNECT NEW AHU TO EXISTING EXHAUSTDUCT.
3 CONNECT EXISTING OUTSIDE AIR DUCT INTONEW OUTSIDE AIR DUCT.
4 CONNECT NEW RETURN DUCT INTO EXISTINGRETURN.
5 CONNECT GLYCOL LINES TO AHU-1.
6 AHU TO ARRIVE IN TRANSPORTABLE SECTIONS.CONTRACTOR TO TRANSPORT AHU TO POOLDECK THROUGH DOUBLE DOORS. CONTRACTORTO PROVIDE MEANS TO HOIST MAU SECTIONS TOMEZZANINE LEVEL AND INTO MECHANICALROOM. ASSEMBLE SECTIONS IN MECHANICALROOM.
7 INSTALL NEW HOUSE KEEPING PAD FOR MAU-1.
AHU SPECIFICATION
TYPE AND DESCRIPTIONThe heat recovery unit shall be designed to ensure a minimum heat recovery efficiency of 52%. The heat exchanger and blower shall be constructed so they can easily be disassembled and reassembled in the field if necessary. The unit shall be equipped to operate from a single point power connection. The heat recovery unit shall be factory tested before shipment and the manufacturer shall keep a detailed report on file. Heat exchanger shall have a energy efficiency of 45% class H5. Complete test report shall be provided with operation and maintenance manual upon shipping of unit. The heat recovery unit shall be shipped completely factory assembled and wired including all electrical components and fuses, ready for immediate power and glycol connections. The unit is to be shipped in sections, to allow easy reassembly in the field. The unit must be constructed as to fit through the existing 71 in wide x 82 in high doorway to the pool utility room. Finished unit height shall not exceed 81 inches in height.CASINGThe unit exterior casing shall be heavy 18- gauge A60 zinc rich satin coat steel with a solid 22- gauge satin coat steel liner. Unit roof shall be feature standing seam construction. The entire unit casing shall be insulated with 2-in. thick 2.0 lb. density fiberglass insulation in a sandwich wall fashion. Casings are to include standing seam with interlocking panels and tek screwed construction. Casings and support for upper deck of heat recovery unit shall be supported with tubular steel where necessary. The unit interior shall be thoroughly cleaned with a solvent and then prepped for finish coating. The interior of the unit shall be coated with two applications of Heresite Air Dried Phenolic series VR-514 paint with a minimum thickness of 2 to 4 mils, to provide excellent resistance to corrosive fume and marine environments. The paint shall be capable of passing a salt spray ASTM B-117 2,000 hour test. The unit exterior shall be also be finished with one coat of Heresite Air Dried Phenolic paint. An integral welded iron channel frame minimum 4 in. thick shall support the unit casing. Formed sheet metal bases are unacceptable. The structural iron frame shall be sprayed with a high build epoxy primer prior to a finish coat of Hereiste. Doors are to be 24 in wide and feature full-length stainless steel piano hinge. The doors are to include bubble gasket to properly seal off air leakage. The doors are to be equipped with tool locking and roller cam pressure latches. All heat recovery unit components will be accessible through the access doors.BLOWER/MOTOR SECTIONThe fan section and motor assembly shall be constructed in accordance with the requirements of the Air Moving and Conditioning Association (AMCA). The assembly shall be designed to house the fan(s) and motors. The fan(s) and motor shall be mounted on a welded unitary base made of angle iron frame. The blower section shall have a hinged access door to allow easy maintenance of blower and motors. The NEMA T-Frame TEFC motors shall directly mount to the plenum fans. Both supply and exhaust blower sections shall feature dual opposing non-overloading direct drive backward inclined airfoil blowers. V-belts and bearings in the airstream are not acceptable. The blower shall be an efficient, non-overloading backward inclined type rated in conformance with AMCA standard 205, 211 & 311. The wheels shall feature extruded aluminum blades fully welded without paint. Steel blades are not acceptable. The fans shall feature twelve blades for better sound quality. Inlets shall be fully streamlined and housings shall be suitably braced to prevent vibration or pulsation. Wheels shall be statically and dynamically balanced to grade G6.3 per ANSI/AMCA 204 or better. Each blower unitary base shall have rubber in shear vibration isolation. The blower inlet is to be isolated from the casing frame with flexible duct connector.Fan performance shall be based on tests conducted in accordance with AMCA Standard Test Code for Air moving Devices. All fans shall have sharply rising pressure characteristic extending throughout the operating range and continuing to rise well beyond the efficiency peak to assure quiet and stable operation under all conditions. Horsepower characteristics shall be truly non-overloading and shall reach a peak in the normal selection area. Fan manufacturer shall provide sound power ratings in the eight octave bands, which shall be based on AMCA Standard 300-67, test, and setup number 1. Sound power ratings shall be referenced 10-12 watts. Sound pressure rating shall not exceed 82 dBA @ 3 Ft from unit. A factory dynamic balance shall be made on all fans after their assembly. An IRD or PMC analyzer shall be used to measure velocity, and the final reading shall not exceed 0.1 inches per second. The exact level of vibration shall be recorded on the fan as proof of the final dynamic balance at the factory.CROSS FLOW PLATE-TO-PLATE HEAT EXCHANGERThe cross flow plate to plate heat exchanger shall be properly sealed to unit cabinet and supported by integral frame. The plates are to be aluminum construction with epoxy coating. Minimum efficiency of the plate heat exchanger is to be 52%. Maximum airside pressure drop across heat exchanger is not to exceed 0.75 in w.c. Transferred power is to exceed 550,000 BTU/h. The plates are to be sealed without the use of silicone. Heat exchanger internal leakage is to be a maximum of 0.1% of the nominal airflow at design static. Nominal plate distance is to be 0.413 inches. Access doors shall allow full access to heat recovery cell to facilitate cleaning. The heat recover cell section will have a 304 stainless steel fully welded and sloped drain pan to facilitate condensate removal. The heat recovery cell will have modulating face and bypass extruded aluminum dampers controlled by the unit PLC to prevent freezing during operation. MIXBOX & FILTER SECTIONA mix box with fresh air and return air dampers shall be provided. The dampers are to be AMCA certified aluminum airfoil low leak type with seals. The dampers are to be inset into 22 gauge steel mix box liners. The dampers shall be equipped with direct-coupled modulation actuators. Dampers are to meet the requirements of IECC and ASHRAE 90.1 by leaking less than 3 cfm / sq. ft @ 1” static pressure. Damper operation is to allow a full range of return air and outside air from zero to 100% in response to the PLC control. Filters are to be accessible through hinged access doors. The filters are to be sized for 500 fpm or less. The filter racks shall allow for easy removal and installation of 2 in. thick MERV 8 pleated filters.GLYCOL HEATING COILThe glycol-heating coil will be aluminum fin and copper tube construction. The coil is to be treated with Heresite paint to provide protection against the chlorine vapors. The 30% glycol-heating coil will have a face velocity not exceeding 800 fpm. The capacity of the heating coil will not be less than 1,450 MBH. Aluminum fins are to be a minimum of 0.0075 in. thick and copper tubes at least 0.02 in. thick. Coil is to be a minimum of 3 rows deep. The coil is to have 3 in MPT connectors. Performance shall be based on 4700 ft. elevation.ELECTRICAL CONTROL EQUIPMENTElectrical assembly and components shall be in strict accordance with the latest provisions and requirements of the Nation Electric Code. A dead front safety disconnect switch shall be mounted on the control enclosure door. Electrical cabinets shall be integral to the unit cabinet. The following items shall be located within the electrical enclosure: fuses, starters, control relays, VFD, PLC and timing and holding relays, resistors and numbered terminal strips. All components shall be labeled and cross-referenced to control and field wiring diagrams. The control circuit shall be 110V, single phase. Wiring shall be neatly run in “PANDUIT” wiring duct. All wiring that is internal to the unit shall be run in liquid-tight cable. Unit shall be equipped with automatic low limit freeze protection with bypass timer. A discharge temperature sensor shall be wired in series-parallel to a room sensor. The VFD is to be parallel wired to control both the exhaust fans simultaneously. The PLC will monitor both temperature and humidity of the pool room. Unit mounted PLC shall provide complete stand alone control of the pool room temperature and humidity. The PLC shall be BACnet capable, and control all actuators, vary VFD and send 0-10Vdc signal to the hot water valve provided by others. REMOTE CONTROL PANELProvide NEMA 12 locking control panel c/w controls for dampers and VFD motors on fans. Provide BACNET MSTP protocol interface to Johnson Controls BMS allowing for interface with AHU and Boilers. Provide controls for all dampers and motors. Provide set point controls for temperature, humidity, and air flow for pool room. Johnson Controls BMS to provide temperature, air flow, and relative humidity set-points, with ability to override damper control and heating coil valve set-points. Johnson Controls BMS to read all control parameters (supply temperature, return temperature, outdoor air temperature, outdoor air humidity, mixed air humidity, supply air humidity, space humidity, and damper positions.
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
2AHU SCHEDULE
01-02-2019
V-5
TO BUILDING MAIN DCW.LINE MUST BE PROTECTED BY BACKFLOW PREVENTER. TIE IN WITH WATER SOFTENER
HX-3
FLOOR DRAINRUN CONDENSATE LINE FROM CONDENSATE NEUTRALIZER TO NEAREST FLOOR DRAIN AND TERMINATE WITH AIR GAP. TYP.
BOILER TYP.CONDENSATE NEUTRALIZER
PRESSURE GAUGE TYP.
PRESSURE RELIEF VALVE TYP.
BALL VALVE TYP.
STRAINER TYP.
CHECK VALVE
ET-1
FLOW SWITCH (FLOW MUST BE PROVEN PRIOR TO BOILER FIRE) TYP.
LOW WATER CUT-OFF. TYP.
THERMOMETER TYP.
AIR SEPARATOR
BALANCING VALVE WITH SHUT-OFF. TYP.
SYSTEM DRAIN. INSTALL AT LOWEST POINT C/W ISOLATION VALVE AND THREADED CAP.
B-1 B-2
AXIOM GLYCOL FEEDER.
HX-2
HX-1
HOT WATER TANK
AIR HANDLING UNIT
POOL
P-1112.1 GPM
P-2112.1 GPM
P-595.2 GPM
P-4224.1 GPM
P-3224.1 GPM
P-738.1 GPM
P-6B100.8 GPM
P-881.3 GPM
P-6A100.8 GPMET-2
ET-3
3" HWS
3" HWR
2 1/2" HWS
4" HWS
4" HWR
3-WAY CONTROL VALVE
BALANCING VALVE
CONTROL 2
4" HWS3" HWS
3" HWR
AIRSTREAM
82° F
120° F
48.7 GPM130° F
38.1 GPM82° F
120° F
160° F
172.3 GPM142.8° F 100.8 GPM
115° F
145° F160° F
95.2 GPM130° F 81.3 GPM
110° F
145° F160° F
160° F
140° F
160° F
140° F
CONTROL 1
CONTROL 3
CONTROL 4
18"x24"x6"NEMA 4 ENCLOSURE
BALANCING VALVE
EXISTING POOL AND EQUIPMENT
NEW SENSOR
POOL CIRCUIT MUST BE CPVC PIPE.
CONNECT NEW LINES INTO EXISTING.
PHASE 2
PHASE 2
UH-1
BYPASS CHEMICAL FEEDER
4" HWR
3" HWR3" HWS
2" HWS
2" HWR
3/4" HWS
3/4" HWR
3" HWS
3" HWR
3" HWS
3" HWR
4" HWR
145° F
115° F
4" HWS
4" HWR
2 1/2" HWS
3.1 GPM
MAX. 12"
MAX. 12"
TRAPEZE SUPPORT
TRAPEZE HANGER
ROOF TRUSS ANCHOR BOLTSDUCT
SIZE BOLTS FOR LOAD
THIS IS A SIMPLIFIED DETAIL FOR DUCTS LESS THAN 20X20 ONLY. REFER TO SMACNA Seismic Restraint Manual for Mechanical Systems, 3RD EDITION FOR DETAILED NOTES AND DUCT SUPPORTS.
BRACE DUCTS AS PER SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems, 3RD EDITION. OBTAIN SHL VALUE FROM ENGINEER.
SEE SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems, 3RD EDITION FOR SPACING OF BRACES AND SEISMIC NOTES SUPPLIED WITH THESE DRAWINGS.
HX-3
HX-1
HX-2
4"ø H
WR
4"ø H
WS
2"ø H
WR
2"ø H
WS
1
2
2
P-8
P-1
P-2
P-7
3
B-2
B-1
P-5
UH-1
4
3"ø HWS
3"ø HWR
WS-1
ET-3
ET-2
ET-1
GFS-1
P-3
P-4
INLET
STRAINER
BALL VALVE
SUCTION GUIDE
PIPE SUPPORT (OPTIONAL)
RUBBER ISOLATION PAD (OPTIONAL)
TRIPLE DUTY VALVE
OUTLET
PUMP
PRESSURE GAUGE AND PIPING
PET COCK TYP.
SH
EE
TT
ITL
E:
PR
OJE
CT
:
CL
IEN
T:
All draw
ings, specification
s, d
esigns a
nd ideas represented h
erein
are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
ied
and/
or d
isclosed to
others o
r used in
conjun
ction
with
any other project other than
the specific p
roject
for which they ha
ve b
een
prepared w
itho
ut the w
ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
ll ha
ve p
recedence over scaled
dimension
s.
Con
tractors sha
ll verify an
d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
T C
20
16 C
ENTER
STRE
ET A
RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
AD
DR
ES
S:
CE
NT
ER
ST
RE
ET
AR
CH
ITE
CT
SP
LL
C.
170 E
. C
EN
TE
R S
TR
EE
T
LO
GA
N, U
TA
H 8
4321
CR
AIG
: 435.2
32.0
306
CH
RIS
TIA
N:
435.2
32.8
662
CE
NT
ER
ST
RE
ET
AR
CH
.CO
M
1770 R
ES
EA
RC
H P
AR
K W
AY
SU
ITE
112
LO
GA
N,
UT
84341
PH
ON
E:
435-5
54-7
771
ww
w.b
ren
km
an
an
dco
mp
an
y.c
om
SEE DRAWING
M104
MO
UN
TA
IN C
RE
ST
PO
OL
ME
CH
AN
ICA
L
ME
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AN
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L D
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CH
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L D
IST
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255 S
800
E.
HY
RU
M,
UT
6/13/18
ZR
0225
N.T.S.1
Hydronic - Condensing Boiler Schematic
N.T.S.2
Duct - Close Rectangular Hanger
43D MECHANICAL
CONTROLS1. Boiler Control [Control 1]
• Boilers are provided with integrated controls and BACNET MSTP protocol for Building Automation Integration.• Refer to specification section 23 52 16 – Duplex Stainless Steel Firetube Condensing Boilers, article 2.4 Controls.• Boiler integrated controls to manage enable/disable of pumps P-1 and P-2.• Connect boiler controls to each other and set up for equal run type, incremental ramp up and ramp down.• Set water supply temperature to 160 degrees Fahrenheit. Owner to have option for Indirect Domestic Hot Water prioritization and running the boiler
at supply temperature below 160F.• Provide Johnson Controls sequencer controller for pumps P-3 and P-4. Pumps to be activated through building management system when there is
a call for heat from any subsystem. Lead pump runs on call to run. If no Proof is received after 30-seconds, then Lead pump is OFF in emergency and a Maintenance alarm will be generated. Lag pump starts on failure of Lead pump. If Lag pump also fails, then generate Critical alarm. If both Lead and Lag are off in Emergency, then a Critical alarm will be generated. Provide a manual reset toggle in programming to release all pumps from Emergency status to OFF in Normal status and restart Lead/Lag sequence.
2. Domestic Hot Water Control [Control 2]• Controls to enable/disable pumps P-5 & P-8.• Provide temperature sensor into tank and set to maintain water temperature at 145 degrees Fahrenheit.• When there’s a call to heat, pumps, P-5 & P-8 to run, controller to communicate call for heat to boiler control [Control 1] and Air Handler control
[Control 2].3. Air Handler Control [Control 3]
• Provide adjustable humidity setpoint control, adjustable between 50 – 60 % RH [relative humidity], preset to 55 % RH.• Provide pool space temperature with setpoint control between 70 – 90 degrees Fahrenheit, preset to 84 degrees Fahrenheit using existing sensor in
pool room.• Air handler to come complete with damper controls for exhaust supply and return.• Modulate outside air to regulate pool space RH percentage.• Controls to manage pump enable/disable and modulate control valve, outdoor air damper, fan and exhaust air fan to regulate supply air discharge
temperature during heating cycle. Preset supply discharge temperature to 140 degrees Fahrenheit for heating cycle, owner adjustable from 140 degrees Fahrenheit down to 100 degrees Fahrenheit.
• Control valve will be used to bypass heat exchanger if supply water temperature is above the desired temperature of 145 degrees Fahrenheit, or temperature set by owner.
• Provide defrost cycle on heat recovery heat exchanger.• Provide Johnson Controls sequencer controller for pumps P-6A and P-6B. Pumps to be activated through building management system when there
is a call for heat from any subsystem. Lead pump runs on call to run. If no Proof is received after 30-seconds, then Lead pump is OFF in emergency and a Maintenance alarm will be generated. Lag pump starts on failure of Lead pump. If Lag pump also fails, then generate Critical alarm. If both Lead and Lag are off in Emergency, then a Critical alarm will be generated. Provide a manual reset toggle in programming to release all pumps from Emergency status to OFF in Normal status and restart Lead/Lag sequence.
4. Pool Control [Control 4]• Controls to enable/disable pump P-7 and modulate control valve to regulate supply water temperature to maintain pool water temperature at 82
degrees Fahrenheit, owner adjustable option of 78-degree Fahrenheit minimum and 86 degrees Fahrenheit maximum.• Control valve will be used to bypass heat exchanger if supply water temperature is above the desired temperature of 120-degree Fahrenheit, or
temperature set by owner.• Pool water temperature must not exceed a minimum temperature of 78 degrees Fahrenheit or a maximum temperature of 86 degrees Fahrenheit.• Pumped water (mixed temperature from heat system and pool circulation water) discharged to pool not exceed the maximum temperature of 104
degrees Fahrenheit. Provide downstream temperature sensor in mixed stream.
GENERAL MEHANICAL NOTE
MECHANICAL TO RUN CONDUIT FOR CONTROLS. CONTROLS BY OWNER. COORDINATE ALL WORK WITH OWNER.
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
KEYNOTES
ID DESCRIPTION
1 PROVIDE 4" HOUSEKEEPING PAD UNDER BOILERS.
2 CONNECT HYDRONIC SUPPLY/RETURN LINES FROMHX-3 TO POOL WATER SUPPLY. REUSE EXISTINGTEES AT THIS LOCATION.
3 HYDRONIC SUPPLY/RETURN TO MEZZANINE LEVEL.
4 CONNECT HYDRONIC LINES TO UH-1.
Bypass Feeder
Steel, with Heresite VR-514 exterior coating, minimum 3-1/2-inch (89-mm) fill opening in the top, and NPS 3/4 (DN 20) bottom inlet and top side outlet. Quarter turn or threaded fill cap with gasket seal and diaphragm to lock the top on the feeder when exposed to system pressure in the vessel.1.Capacity: 2 gal. (7.6 L).2.Minimum Working Pressure: 125 psig (860 kPa).
N.T.S.3
Hydronic - Typical Compact Pump Installation
01-02-2019
HYDRONIC BOILER SCHEDULE
IDMANUFACTURER
AND MODELNUMBER
TYPEFUELTYPE
INPUTCAPACITY
(BTU/H)
OUTPUT CAPACITY
(BTU/H)
FLUID ELECTRICAL PHYSICAL
FLOWRATE(GPM)
ENTERING/ LEAVING TEMP. (F)
WORKING FLUID
HEADLOSS(FT)
CONTROL CIRCUIT V/Ph/Hz
STACKDIAMETER
(IN)
LENGTH/WIDTH/HEIGHT
(IN)
NOTES
B-1* FULTON EDR 1500 CONDENSINGNATGAS
1,500,000 1,402,500 112.1 140/160 WATER 2 120/1/60 1@6 60.6/33.9/80 1,2
B-2*
HYDRONIC-TO-HYDRONIC HEAT EXCHANGER SCHEDULE
IDMANUFACTURER
AND MODELNUMBER
TYPE USEAGELOAD
(BTU/H)
SOURCE MEDIUM (HYDRONIC) TRANSFER MEDIUM (HYDRONIC) PHYSICAL
FLOWRATE(GPM)
ENTERING/ LEAVING TEMP. (F)
WORKINGFLUID
HEADLOSS(FT)
FLOWRATE(GPM)
ENTERING/ LEAVING TEMP. (F)
WORKINGFLUID
HEADLOSS(FT)
DIA./LENGTH/
NO.PLATES(IN/IN)
SURFACEAREA (FT²)
NOTES
HX-1* PFDW 31-35-1-EH BRAZED PLATE HEATING 1,400,000 95.2 160/130 WATER 12.69 81.3 110/145 WATER 9.715 /53.2/35 106.56
HX-2* HEATING 1,450,000 172.3 160/142.8 WATER 13.169 100.8 115/145 30% P GLY 5.119
HX-3* BRAZED PLATE HEATING 716600 48.7 160/130 WATER 8.12 38.1 82/120 WATER 4.87
PUMP SCHEDULE
IDMANUFACTURER
AND MODELNUMBER
TYPE
FLUIDFLOWRATE(GPM)
WORKINGFLUID
HEADLOSS(FT)
PUMP ELECTRICAL
EFFICENCY (%)
CONSTRUCTIONMOTOR
SIZE(HP)
MOTORBHP(HP)
MOTORSPEED(RPM)
VOLT/PH/HZ
P-1* TACO 1935 CIRCULATOR 112.1 WATER 8.2 N/A IRON .75 1750 120/1/60
P-2* TACO 1935 CIRCULATOR WATER 8.9 N/A IRON 1750
P-3* VERTICAL INLINE 224.1 WATER 31.5 460/3/60
P-4* VERTICAL INLINE WATER
P-5* TACO KV3006 VERTICAL INLINE 95.2 WATER 19.7 66 1 1760 460/3/60
P-6A*
P-6B*
P-8* TACO 1935VERTICAL INLINE 3 -
SPEED 81.3 WATER 21.3 64 1 1750 460/3/60
EXPANSION TANK SCHEDULE
IDMANUFACTURER
AND MODELNUMBER
TYPE
FLUID PHYSICAL
NOTESWORKINGFLUID
MIN. TANK/ACCEPTANCE
VOLUME(GAL)
MINIMUM FILL
PRESSURE (PSIG)
MAXIMUM WORKING
PRESSURE (PSIG)
RELIEFVALVE
PRESSURE(PSIG)
TANKSIZE(GAL)
DIA./HEIGHT
(IN)
NPTFITTING
(IN)
ET-1 CA90-125 VERT BLADDER FULL WATER 11.1/5.2 8.3 27 30 23 20/29.125 .5 1
ET-2VERT BLADDER
PARTIAL30% P GLY 6.2/2.9 8.3 27 30 8 14/22 .5 1
ET-3 CBX84-125VERT BLADDER
PARTIALWATER 11.3/4.1 12.7 27 30 22 16/38 .5 1
1. ASME CERTIFIED
GLYCOL FEED SYSTEM SCHEDULE
IDMANUFACTURER
AND MODELNUMBER
TYPE
FLUID COLD ELECTRICAL PHYSICAL
NOTESWORKINGFLUID
TOTALVOLUME
(GAL)
STATIC FILL
PRESSURE(PSIG)
PRESSURERATING(PSIG)
VOLT/PH/HZALARMPANEL
LENGTH/WIDTH/
HEIGHT (IN)
NPTFITTING
(IN)
TANKSIZE(GAL)
GFS-1 AXIOM MF300 STANDARD 30% P GLY 95.8 12.7 60 120/1/60 ----- 11.75/11.75/36 0.5 17
TACO KV4007 460/3/60
P-7* VERTICAL INLINE 38.1 28.9 63 2 1750 460/3/60
PF 16-57-1-EH
TB120Tx60
/37.7/57 88.8
/20.7/60 82.4
VERTICAL INLINE 100.8 30% P GLY 39.6 62 3 1760 460/3/60
VERTICAL INLINE 30% P GLY 460/3/60
FULTON EDR 1500 CONDENSINGNATGAS
1,500,000 1,402,500 WATER 120/1/60 1@6 60.6/33.9/80 1,2
MATERIAL: SMO FOR PLATES AND COPPER BRAZING.
120/1/60
BRONZE FITTED
TACO 1941 WATER
BRAZED PLATE
HYDRONIC IMPOSED LOAD SUMMARY
UNITNORMAL
OPERATION - NO CALL FOR HEAT BY
DHW LOOP
NOTES
DOMESTIC HOT WATER PRIORITY-DHW LOOP CALLS
FOR HEAT
AHU-1
0 BTU/H P-5,P-8 NOT RUNNING
POOL
1,310,928 BTU/H FULL LOAD
DWH
UH-1
716,625 BTU/H
30,000 BTU/H
FULL LOAD
FULL LOAD
1,400,000 BTU/H
974,776 BTU/H
0 BTU/H
30,000 BTU/H
NOTES
P-5,P-8 RUNNING
OUTDOOR AIR/EXHAUST AIR DAMPERS/MOTORS MODULATE TO MAINTAIN MIXED AIR SETPOINT AT ABOVE 9 DEG. F
P-7 NOT RUNNING
FULL LOAD
DERATED BOILER
CAPACITY (88% EFFICENCY
TOTAL LOAD 2,057,553 BTU/H 2,404,776 BTU/H
2,404,776 BTU/H 2,404,776 BTU/H
* = OWNER SUPPLIED
* = OWNER SUPPLIED
* = OWNER SUPPLIED
DHW PriorityThe DHW heat load is not constant but require a reasonable hot water recovery rate. Likewise, the pool heating and air handler loads will fluctuate. Multiple possibilities exist to manage the loads without unnecessarily increasing the boiler capacities. Pool water temperatures will not change rapidly over short periods of time. We’ve elected the following management scenario.
2140/160
MATERIAL: STAINLESS STEEL
MATERIAL: STAINLESS STEEL DOUBLE WALL
BRONZE FITTED
112.1
224.1 31.5 75 1760
100.8 62 1760
BOILER LOADBALANCED TO MATCH MAX. BOILER CAPACITY AT 88%
EFFICENCY
112.1
TACO KV3007
TACO KV3007
TACO KV4007 BRONZE FITTED75 3 1760
CBX30-125
.57
.57
.83
1
1.99
3.03
2.89
2.89
BRONZE FITTED
BRONZE FITTED
IRON
IRON
.75
3
339.6 3.03
FACE & BYPASS DAMPERS
EXHAUST AIR FLOW
SUPPLY AIR FLOW
RETURN AIR FLOW
OUTSIDE AIR FLOW GRAVITY RELIEF DAMPER
HYDRONIC COIL
ENERGY RECOVERY
CONTROL 3
T
S
T
S
T
T
S
= TEMPERATURE SENSOR
= % RH SENSOR
TEMPERATURE SENSOR. TYP.
CHECK VALVE
PRESSURE GAUGE
STRAINER. TYP.
AIR SEPARATOR
EXPANSION TANK
BALL VALVE. TYP.
PUMP. TYP.
TO BUILDING LOADTO BOILERS
BACKFLOW PREVENTER
LOW POINT DRAIN
SH
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All draw
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the specific p
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Written
dimension
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Con
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Notify d
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by their
draw
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COPY
RIGH
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20
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ENTER
STRE
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RCHITEC
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.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
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3 4 5
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DR
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N.T.S1
MECHANICAL SCHEDULES
1 1/2" = 1'-0"2
MAU SECTION
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
4 Date 4 CONTRACTOR
CHANGES
HYDRONIC PIPING NOTE:1. CHLORINE LEVELS IN HYDRONIC PIPING MUST
BE LESS THAN 400 PPM.
BOILER NOTE:1. BOILERS MUST COME WITH DUPLEX STAINLESS-STEEL HEAT EXCHANGERS.2. SAFTEY RELIEF VALVE MUST BE SET AT 125 PSIG.
N.T.S.3
Hydronic - Typical Parallel Pump Configuration
SEE SUBMITTALS FOR ALL OWNER PROVIDED EQUIPMENT
SEE SUBMITTALS FOR ALL OWNER PROVIDED EQUIPMENT
SEE SUBMITTALS FOR ALL OWNER PROVIDED EQUIPMENT
SEE SUBMITTALS FOR ALL OWNER PROVIDED EQUIPMENT
SEE SUBMITTALS FOR ALL OWNER PROVIDED EQUIPMENT
4
4
4
4
4
01-02-2019
= GAS METER= WALL CLEANOUT= BALL VALVE= PLUG VALVE= PRESSURE REGULATOR
DCW = DOMESTIC COLD WATERDHW = DOMESTIC HOT WATERDHWR = DOMESTIC HOT WATER RECIRCULATIONSAN = SANITARYV = VENTS = STORMSH = NON-POTTABLE SHOP COLD WATERAIR = AIR LINEGR-SAN = GREASE SANITARY LINE
G
C
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PROJECT SCOPE
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All draw
ings, specification
s, d
esigns a
nd ideas represented h
erein
are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
ied
and/
or d
isclosed to
others o
r used in
conjun
ction
with
any other project other than
the specific p
roject
for which they ha
ve b
een
prepared w
itho
ut the w
ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
ll ha
ve p
recedence over scaled
dimension
s.
Con
tractors sha
ll verify an
d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
T C
20
16 C
ENTER
STRE
ET A
RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
AD
DR
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S:
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0225
GENERAL PLUMBING FIXTURE NOTES
1. All plumbing fixtures shall be furnished c/w necessary traps, stops, tailpieces, trim, etc.
2. Plumbing contractor to supply and coordinate all plumbing fixture voltage and power requirements with electrical contractor.
3. All water heaters and hot water storage tanks shall have a drain valve installed at the bottom of the tank as required by code. All water heaters shall be seismically anchored as per code.
4. Provide sanitary venting piping for all fixtures.
GENERAL PLUMBING PROTECTION NOTES
1. Install backflow preventers in each water supply to mechanical equipment and systems and to other equipment and systems and to other equipment and water systems that may be sources of contamination. Comply with authorities having jurisdiction.
2. Locate backflow preventers in same room as connected equipment or system.
3. Install drain for backflow preventers with atmospheric-vent drain connection with air-gap fitting, fixed air-gap fitting, or equivalent positive pipe separation of at least two pipe diameters in drain piping and pipe-to-floor drain. Locate air-gap device attached to or under backflow preventer. Simple air breaks are unacceptable for this application.
4. Do not install bypass piping around backflow preventers.5. Provide water pressure regulator when required by authority
having jurisdiction and in compliance with the International Plumbing Code of 2015.
GENERAL PLUMBING NOTES
1. GENERALa. Contractor is responsible for all permits, licenses, fees
and charges as required by authority having jurisdiction for the performance of the work as outlined in these contract documents.
b. The contractor shall be responsible for installing a complete and functional system in accordance to the intent of the plans.
c. All plumbing shall be in accordance with local regulations and the International Plumbing Code of 2015.
d. Contractor to coordinate work with other disciplines.e. Drawing is diagrammatic and is not to be scaled. Refer
to architectural plans or field measurements for dimensions.
f. Contractor shall verify all existing construction prior to submitting his bid. No extras will be paid due to unanticipated existing conditions.
g. Extra charges - any discrepancies and omissions discovered shall be reported to the engineer immediately and prior to tender closing for rectification by addendum.
h. Shop drawings - submit 1 copy in pdf format to the engineer for approval. Provide 2 printed copies of reviewed shop drawings to owner in 2 O&M manuals. The contractor shall ensure that equals for the major equipment fit in the allocated space and meet codes and specifications.
i. Maintenance manuals - contractor shall provide 2 copies complete with shop drawings. Three ringer binder style is acceptable. Provide on-site operating seminar to familiarize owner with all functions of new equipment
j. Warranty - mechanical contractor shall provide written warranty on his system for one full year from time of acceptance by the owner.
k. Excavation - plumbing contractor shall excavate for his work and back fill to i2" above pipes with sand.
l. Structural - Misc. Steel support hangers for unit heaters, fans, heat pumps, etc. Shall be by the mechanical with clamps to structure, not welded. Structural reinforcing for equipment is by general contractor.
m. As-built drawings - mechanical contractor shall keep on site an extra set of drawings and specifications on which changes shall be noted daily. As-built drawings shall also be provided showing location of access doors, clean-outs, and any deviation from design drawings.
n. Potable water copper piping shall use lead-free solder. testing inside water lines shall hold 100 psi air for 1 hour.
o. Natural gas - plumber shall provide low pressure gas lines to appliances complete with yellow paint coating on pipe where exposed to outdoors. Confirm meter size with local gas utility company. Utility upgrade costs to be borne by owner.
p. Plumbing contractor shall be on site to sleeve Plumbing openings through concrete, to flash and counter flash and to coordinate joist locations away from mechanical shafts.
q. Design documents - these design documents are prepared solely for the use by the party with whom the design professional has entered into a contract and there are no representations of any kind made by the design professional to any party with whom the design professional has not entered into a contract.
r. The written book specification takes precedence over these notes.
GAS APPLIANCES AND REGULATIONS NOTES
1. All gas piping shall comply with the international Fuel Gas Code of 2015.
2. Provide step-down regulators at all appliances and size as per International Fuel Gas Code of 2015.
3. Vent natural gas regulators to outdoors. Terminate min. 3 ft from building openings and 10ft from mechanical intakes.
GAS PIPING SIZED USING LONGEST MAXIMUMRUN OF EQUIVALENT LENGTH OF PIPING = 150
FT. INLET PRESSURE 2 PSI WITH 1 PSIPRESSURE DROP.
PIPE SIZING BASED ON 2015 INTERNATIONALFUEL GAS CODE
NEW GAS LOAD AFTER CHANGES
ITEMGAS FLOWRATE (CFH)
BOILER (B-1) 1700
BOILER (B-2) 1700
Grand total: 2 3400
SHEET LIST - PLUMBING
SheetNumber Sheet Name Current Issue Current Revision Description
P100 PLUMBING OVERVIEW 4 CONTRACTOR CHANGES
P101 PLUMBING DEMOLITION 4 CONTRACTOR CHANGES
P102 PLUMBINGCONSTRUCTION
3 CONSTRUCTION SET
P103 PLUMBING DETAILS 3 CONSTRUCTION SET
GENERAL PIPING NOTES
1. Piping material shall be as follows (Unless otherwise indicated in specification):a. Above ground hot and cold water piping: Copper type L.b. Drain waste and vent piping: ABS DR22.c. Gas piping: to ASTM A106 schedule 40.
2. Domestic hot, cold water lines and hydronic heating lines shall have 1" thermal insulation complete with vapor barrier, joints to be taped throughout facility. Hangers to have guides to allow for complete pipe insulation.
3. Contractor is responsible for routing water piping around zones that would be prone to freezing. The contractor will be responsible for any repairs and corrections to water lines not appropriately routed around freeze prone zones.
4. Valves on water lines shall be bronze ball valves. Do not use gate or globe valves. Valve size shall be the same than the inlet pipe size.
5. Install water hammer arrestors as indicated by code and where shown on plans. Concealed location arrestors are to be rated.
6. All hot and cold domestic water lines to fixtures shall be minimum 1/2".
7. Unless a hot water reticulation system has been called for in the contract documents, domestic hot water lines shall be equipped with a heat-trace heating system in compliance with Table C404.5.1 of the current state approved International Energy Conservation Code.
8. Plumbing piping shall not be installed above electrical panels. Provide required clearances per “N.E.C.” coordinate work with electrical contractor.
9. Insulate all above grade domestic hot water lines minimum 1/2" mineral wool and provide canvas jacket.
10. Caulk all pipe penetrations through fire rated walls. All caulking on building penetrations shall be a 1-component non-sag urethane sealant.
11. Provide intumescent pipe donuts at all penetrations of combustible piping form main floor ceiling space and main floor fire separations.
PLUMBING ALTERNATE NOTE
1. Alternate mechanical equipment is acceptable. Alternates must be equal or better in performance, durability, and warranty.
GENERAL SANITARY NOTES
1. Provide chrome escutcheon cover plates at all pipe penetrations of finished wall surfaces.
2. Vents through roof shall be min. 3" diameter at penetration unless otherwise indicated. Provide all required flashing to make vent penetration waterproof.
3. Space floor cleanouts no more than 100ft. Provide floor cleanouts in horizontal drains where the direction change by more than 45 degrees. Cleanout size shall be the same than the piping served.
4. Provide a trap guard for all floor drains.5. Mount wall cleanouts at all wall mounted plumbing fixture
drains.
PLUMBING LEGEND
IECC CLOSE OUT REQUIREMENTS
1. Contractor to provide to the owner and design engineer a preliminary commissioning report prior to final mechanical inspection.
2. Contractor to provide to the owner the following items within 90 days of receiving certificate of occupancy.A. As-Build drawings showing installed equipment.B. Operating and maintenance manuals including routine
maintenance requirements, name and address of servicing agency, narrative of controls, and recommended operating setpoints.
C. System balancing report.D. Final commissioning report.
PLUMBING IN RETURN AIR PLENUMS
1. Treat all ceiling spaces as return air plenums.2. All materials used in return air plenums must have flame-
spread index of 25 or less, and smoke-developed index of 50 or less when tested in accordance with ASTM E84 or UL 723 (be plenum rated).
PLUMBING SMACNA SEISMIC HAZARD LEVEL
COMPONENT SHL VALUE
Plumbing B
SEISMIC CONTROL NOTES
1. Install tight to structure.2. Seismic control measures not to jeopardize noise and
vibration isolation systems. Provide 1/4” to 3/8” clearance during normal operation of equipment and systems between seismic restraint and equipment.
3. Incorporate seismic restraints into vibration isolation system to resist complete isolator unloading.
PLUMBING FIXTURE SCHEDULE
Mark Manufacturer Model StyleADA
Compliant Material Color Trim Accessories CountDCW
ConnectionDHW
Connection
SH-1 Bradley COL-6C 6 Stall shower n/a Stainless Stainless Valve Type: EF Equa Flow. ShowerheadType: S15 Standard Shower Head 1.5 gpm.
Stall Partition: MS. Curtain Type: HR. 4 3/4" 3/4"
3/32" = 1'-0"1
3 - ROOF PLUMBING
PLUMBING ACCESSORY SCHEDULE
Mark Manufacturer Model DescriptionDCW
Connection
H-1 Zurn Z1341XL Exposed , lead-free, anti-siphon, wall hydrant c/w vacuum breaker. 3/4"
MV-1 Watts PowersIntellistation
LFIS150 Digital water tempering and recirculating system. Capacity up to 180 gpm @ 45 psi. 2"
WS-1 Culligan CTM-210 Water Flow Rates: Continuous: 65 gpm. Peak: 85 gpm. Tank Dimensions: 21" dia. 62" height. 2"
PLUMBING SPEC NOTES
1. DCW/DHWA. DCW/DHW to be copper type "L" with brazed joints in
accordance with ASME B16.50. B. Use brass valves on DCW/DHW.C. Coat externally with Heresite VR-514.
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
4 Date 4 CONTRACTOR
CHANGES
4
01-02-2019
122
MECH. EQ.
124
BOILER
1 2 1
STORAGE
120
COACH
1 1 4
TIMING
1 1 3
MANAGER
1 1 2
OFFICE
1 1 1
FIRST
AID
110
LAUNDRY
109
CUST.
108
STORAGE107
STORAGE
101
LOBBY
1 1 5
MENS
1 1 9
MENS
LOCKER
1 1 8
SHOWER
1 1 6
HALL
100
VESTIBULE
102
WOMENS
103
WOMENS
LOCKER
104
SHOWER
106
CORR.
105
STAIR
1 1 7
STAIR
FD-1
FD-1
2"ø
DC
W
2"ø DCW
2"ø
1111
2
2
2
2
3
3
4
4
4
4
5
6
7
8
3
SH
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PR
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:
CL
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T:
All draw
ings, specification
s, d
esigns a
nd ideas represented h
erein
are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
ied
and/
or d
isclosed to
others o
r used in
conjun
ction
with
any other project other than
the specific p
roject
for which they ha
ve b
een
prepared w
itho
ut the w
ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
ll ha
ve p
recedence over scaled
dimension
s.
Con
tractors sha
ll verify an
d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
T C
20
16 C
ENTER
STRE
ET A
RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
AD
DR
ES
S:
CE
NT
ER
ST
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ET
AR
CH
ITE
CT
SP
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. C
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84341
PH
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ww
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P101
MO
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25
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0 E
. H
YR
UM
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6/13/18
ZR
0225
3/16" = 1'-0"1
1 - MAIN FLOOR PLUMBING - DEMOLITION
3/16" = 1'-0"2
2 - MEZZANINE FLOOR PLUMBING DEMOLITION
KEYNOTES
ID DESCRIPTION
1 DEMOLISH AND DISPOSE OF EXISTING MIXINGVALVE AND ENCLOSURE.
2 DEMOILISH AND DISPOSE OF EXISTING SHOWERAND PLUMBING LINES. PREPARE SHOWER AREAFOR INSTALLATION OF NEW SHOWER.
3 DEMOLISH GAS SERVICING BOILER BACK TO MAINBRANCH. CAP WITH 1" STUB.
4 DEMOLISH DCW/DHW AND RECIRC LINES.
5 DEMOLISH AND DISPOSE OF WATER SOFTENINGSYSTEM.
6 DEMOLISH AND DISPOSE OF EXISTING OZONESYSTEM AND POOLPAK PUMP C/W PIPING. PATCHALL HOLES IN WALL AND MAKE AS NEW.
7 DEMOLISH EXISTING MIXING VALVE STATION ANDPREPARE FOR NEW MIXING VALVE.
8 DEMOLISH EXISTING GAS LINE.
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
4 Date 4 CONTRACTOR
CHANGES
4
4
01-02-2019
122
MECH. EQ.
124
BOILER
1 2 1
STORAGE
120
COACH
1 1 4
TIMING
1 1 3
MANAGER
1 1 2
OFFICE
1 1 1
FIRST
AID
110
LAUNDRY
109
CUST.
108
STORAGE107
STORAGE
101
LOBBY
1 1 5
MENS
1 1 9
MENS
LOCKER
1 1 8
SHOWER
1 1 6
HALL
100
VESTIBULE
102
WOMENS
103
WOMENS
LOCKER
104
SHOWER
106
CORR.
105
STAIR
1 1 7
STAIR
122
MECH. EQ.
124
BOILER
SH-1
SH-1
SH-1
SH-1
MV-1
1
1 1
1
P102
3
2"ø DCW
1"ø DHWR2"ø DHW
1 1/2"ø DCW
1"ø DHWR
5
5
6
5
6
5
1 1/2"ø DHW
3/4"ø DHW
3/4
"ø D
CW
5
6
6
3/4
"ø D
HW
3/4
"ø D
CW
5
7
7
WS-1
13
1314
13
13
14
2"ø
DC
W
HX-2
HX-1
HX-3
2"ø DCW
1 1
/2"ø
NG
2 P
SI
1 1/4"ø NG 2 PSI
1 1/4"ø NG 2 PSI
2
2
3
4
2"ø NG 2 PSI
8
WS-1
9
10
2"ø
DC
W
1 1
/2"ø
DC
W
1"ø
DC
W
11
MV-1
12
H-1
3/4
"ø D
CW
15
GFS-1
ET-1
ET-2
ET-3
SH
EE
TT
ITL
E:
PR
OJE
CT
:
CL
IEN
T:
All draw
ings, specification
s, d
esigns a
nd ideas represented h
erein
are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
ied
and/
or d
isclosed to
others o
r used in
conjun
ction
with
any other project other than
the specific p
roject
for which they ha
ve b
een
prepared w
itho
ut the w
ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
ll ha
ve p
recedence over scaled
dimension
s.
Con
tractors sha
ll verify an
d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
T C
20
16 C
ENTER
STRE
ET A
RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
AD
DR
ES
S:
CE
NT
ER
ST
RE
ET
AR
CH
ITE
CT
SP
LL
C.
170 E
. C
EN
TE
R S
TR
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T
LO
GA
N, U
TA
H 8
4321
CR
AIG
: 435.2
32.0
306
CH
RIS
TIA
N:
435.2
32.8
662
CE
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AR
CH
.CO
M
1770 R
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H P
AR
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SU
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112
LO
GA
N,
UT
84341
PH
ON
E:
435-5
54-7
771
ww
w.b
ren
km
an
an
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SEE DRAWING
P102
MO
UN
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IN C
RE
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PO
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ME
CH
AN
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BIN
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ION
CA
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OU
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Y S
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25
5 S
80
0 E
. H
YR
UM
, U
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6/13/18
ZR
0225
KEYNOTES
ID DESCRIPTION
1 INSTALL NEW SHOWER ACCORDING TOMANUFACTURER'S INSTRUCTIONS.CONNECT SHOWER TO EXISTINGDCW/DHW. SEE DETAILS.
2 CONNECT EQUIPMENT TO GAS. SEEDETAILS
3 CONNECT NEW GAS LINE INTOEXISTING.
4 EXISTING GAS LINE.
5 CONNECT NEW DCW INTO EXISTINGDCW BEFORE EXISTING DCW LINEENTERS WALL.
6 CONNECT NEW DHW INTO EXISTINGDHW BEFORE EXISTING DHW LINEENTERS WALL.
7 PATCH CEILING AND PAINT TO MATCHEXISTING AFTER PLUMBING LINEINSTALLATION.
8 INSTALL MIXING VALVE ON WALL. SEEDETAILS.
9 CONNECT SOFTENED DCW INTOEXISTING HOT WATER TANK.
10 CONNECT SOFTENED DCW INTO BOILERRETURN LINE.
11 CONNECT WATER SOFTENER SYPPLYINTO MAIN DCW LINE.
12 CONNECT DCW/DHW/DHW RECIRC TOMIXING VALVE. SEE DETAILS.
13 INSTALL BALL ISOLATION VALVE WITHSTAINLESS STEEL ACCESS PANEL ONSHOWER BRANCH.
14 INSTALL BALL ISOLATION VALVE WITHSTAINLESS STEEL ACCESS PANEL ONLAVATORY BRANCH.
15 INSTALL SOFTENED WATER LINE TOHOSE BIB ON WARM SIDE OF WALL.
1/8" = 1'-0"2
1 - MAIN FLOOR PLUMBING - CONSTRUCTION3/8" = 1'-0"
31 - MAIN FLOOR PLUMBING - CONSTRUCTION - CALLOUT
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
01-02-2019
DOMESTIC HOT WATER
TYP. 25 mm (1")
TYP. 25 mm (1") TYPICAL CONTINUOUS PIPE IDENTIFICATION MARKER AND DIRECTION OF FLOW ARROW TO EXTEND 25mm (1") INTO TAPE.
PIPE
ROOF TRUSSANCHOR NUT
HANGER RODSTRAP
LIGHT GAUGE ANGLE
TEMPERED WATER OUTLET
TO HOT WATER RECIRCULATION LINE
TO HOT WATER TANK
COLD WATER INLET
TO HOT WATER TANK
RECIRC PUMP
GAS APPLIANCE
UNION (TYP.)
TEE FITTING WITH INSTRUMENT TAP
ASME B16.33 CERTIFIED SHUT OFF VALVE
INSTRUMENT TAP
TO MAIN LINE
FLEXIBLE CONNECTOR HOSE
325-3L SERIES PRESSURE REGULATOR
GAS REGULATOR VENT:VENT TO OUTDOORS TERMINATE MIN. 10 FT FROM MECHANICAL INTAKES AND MIN. 3 FT FROM BUILDING OPENINGS.
NOTES:1. REGULATOR APPROVED BY AUTHORITY
HAVING JURISDICTION2. REGULATOR MUST COMPLY WITH IFGC
SECTION 410.3, AND MANUFACTURER'S VENTING REQUIREMENTS.
MIN. 10 PIPE DIAMETERS
DRIP LEG MIN. 6"
APPLIANCE SHUT OFF VALVE
SH
EE
TT
ITL
E:
PR
OJE
CT
:
CL
IEN
T:
All draw
ings, specification
s, d
esigns a
nd ideas represented h
erein
are an
d shall remain
the prop
erty o
f the design
er. N
o pa
rt thereof sha
ll be cop
ied
and/
or d
isclosed to
others o
r used in
conjun
ction
with
any other project other than
the specific p
roject
for which they ha
ve b
een
prepared w
itho
ut the w
ritten
consent of the d
esigner.
Written
dimension
s of these d
rawings sha
ll ha
ve p
recedence over scaled
dimension
s.
Con
tractors sha
ll verify an
d be respo
nsible for a
ll dimension
s an
d cond
itions o
n the job.
Notify d
esigner of a
ny variatio
ns from the d
imension
s an
d cond
itions sho
wn
by their
draw
ings.
COPY
RIGH
T C
20
16 C
ENTER
STRE
ET A
RCHITEC
TS LLC
.
SHEET
DATE
JOB
SCALE
DRAWN
REVISIONS
A
B
1 2
C
D
3 4 5
AD
DR
ES
S:
CE
NT
ER
ST
RE
ET
AR
CH
ITE
CT
SP
LL
C.
170 E
. C
EN
TE
R S
TR
EE
T
LO
GA
N, U
TA
H 8
4321
CR
AIG
: 435.2
32.0
306
CH
RIS
TIA
N:
435.2
32.8
662
CE
NT
ER
ST
RE
ET
AR
CH
.CO
M
1770 R
ES
EA
RC
H P
AR
K W
AY
SU
ITE
112
LO
GA
N,
UT
84341
PH
ON
E:
435-5
54-7
771
ww
w.b
ren
km
an
an
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SEE DRAWING
P103
MO
UN
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IN C
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PO
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ME
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AN
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CA
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OO
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RIC
T
25
5 S
80
0 E
. H
YR
UM
, U
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6/13/18
ZR
0225
N.T.S.2
Pipe - Identification Detail
N.T.S.3
Pipe Array - HangerN.T.S.
4MV-1 IntelliStation Detail
1 5/8/18 REVIEW SET
2 6/13/18 FINAL REVIEW SET
3 8/8/18 CONSTRUCTION
SET
N.T.S.1
Gas - 2 lb. Supply Pressure Appliance Connection Detail
01-02-2019
A
B
D
C
1 2 3 4 5
RE
VIS
IO
NS
STAMP
PR
OJE
CT
#:
DR
AW
N B
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CH
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D B
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DA
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:
SHEET TITLE:
1 2 3 4 5
RO
CKY M
OU
NTAIN
CO
NSU
LTIN
G EN
GIN
EERS, IN
C.
2117 S. 3600 W
., SALT LAKE CITY, U
T 84119
(801) 566-0503 w
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.rm
ceut.com
MO
UN
TAIN
CREST PO
OL M
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18104
BK
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(C
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KY
M
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C
ON
SU
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IN
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IN
EE
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, IN
C. - 2018
09/04/2018
E001
R
EG
IS
T
E
R
E
D
P
R
O
F
ESS
I
O
N
A
L
E
N
G
IN
EE
R
S
T
A
T
E
OF
U
T
A
H
No. 7945859-2202
DAVID W.
STEWARD
09/04/18
ELECTRICAL SHEET INDEX
E001 ELECTRICAL GENERAL SHEET
E101 ELECTRICAL PLANS & SCHEDULES
GENERAL NOTES:
1. THE ELECTRICAL SYSTEMS DEFINED BY THESE PLANS AND THE SPECIFICATIONS ARE TO BE CONSTRUCTED AS
COMPLETE AND OPERABLE SYSTEMS AND SHALL BE BID WITH THIS INTENT. THE CONTRACTOR SHALL VISIT THE
SITE, READ ALL THE RELEVANT DOCUMENTS, AND BECOME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND
WORK TO BE ACCOMPLISHED. SHOULD ANY ERROR, OMISSION, OR CONFLICT EXIST IN EITHER THE PLANS OR
SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE SUBMITTING THEIR BID
PRICE SO A CHANGE CAN BE ISSUED IN A PRE-BID ADDENDUM. OTHERWISE, THE CONTRACTOR AND/OR
EQUIPMENT SUPPLIERS SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND
OPERABLE SYSTEMS INCLUSIVE OF THE ORIGINAL BID. WHEN EACH ELECTRICAL SYSTEM IS COMPLETE, THE
CONTRACTOR SHALL TEST AND CONFIRM ITS PROPER OPERATION. ANY INCOMPLETE SYSTEM SHALL BE MADE
COMPLETE AND OPERABLE PRIOR TO PROJECT CLOSEOUT.
2. THE ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE ELECTRICAL DOCUMENTS SO FAR
AS ANY ELECTRICAL ITEMS THEY MAY CONTAIN. THE ELECTRICAL CONTRACTOR SHALL REFER TO AND
COORDINATE WITH THEM. NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE THE CONTRACT
DOCUMENTS WITH OTHER TRADES AND/OR IF EQUIPMENT DIMENSIONS ARE GREATER THAN SPECIFIED AND/OR
DIMENSIONED ON THE PLANS.
3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS, AND LABOR FOR THE CONNECTIONS OF
ALL EQUIPMENT SHOWN ON THE PLANS - ARCHITECTURAL, MECHANICAL, ETC.
4. THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST RECENT LOCAL, STATE, AND
NATIONAL CODES. IF AT ANY TIME DURING OR AFTER CONSTRUCTION SOMETHING IS FOUND TO BE INSTALLED IN
VIOLATION OF THESE CODES LISTED ABOVE, IT SHALL BE CORRECTED BY THE CONTRACTOR.
5. ALL EQUIPMENT PROVIDED BY THE EC SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING
AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, AND BE PROPERLY INSTALLED FOR THE
CONDITIONS AND SPACE THAT EQUIPMENT IS BEING INSTALLED WITHIN.
6. THE EC SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT RUN. CONDUIT
SHALL NOT BE USED AS AN EQUIPMENT GROUNDING CONDUCTOR. THE EC SHALL GROUND THE ELECTRICAL
SYSTEM IN ACCORDANCE WITH LOCAL AND NATIONAL CODES.
7. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE EC
SHALL ROUTE THE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION AND SHALL COORDINATE
WITH DUCTWORK, PIPING, EQUIPMENT, BUILDING STRUCTURE, AND OTHER POTENTIAL OBSTRUCTIONS.
8. THE CONTRACTOR SHALL ALLOW THE MOVEMENT, BEFORE ROUGH-IN, OF ANY ELECTRICAL PANEL, DEVICE,
LUMINAIRE, ETC. A DISTANCE OF 10 FEET WITHOUT REQUIRING ADDITIONAL COST TO THE PROJECT.
9. THE EC SHALL SECURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN PLACE USING INDUSTRY STANDARD
METHODS AND PRACTICES. TO ASSURE ALL DEVICES ARE RIGIDLY SET, THE ELECTRICAL CONTRACTOR SHALL
SECURE ALL DEVICE BOXES WITH BRACKETS, HANGERS, ETC. DESIGNED FOR THE APPLICATION.
10. MINIMUM SIZE CONDUIT SHALL BE 3/4" UNO. CONDUIT INSTALLED WITHIN THE BUILDING IN DRY LOCATIONS WITHIN
WALL, CEILINGS, OR EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT WITH STEEL SET SCREW
FITTINGS. IN EXTERIOR LOCATIONS (EXCEPT FOR THE SERVICE ENTRANCE) THE CONDUIT SHALL BE EMT WITH
COMPRESSION GLAND TYPE FITTINGS. UNDERGROUND CONDUIT SHALL BE PVC (SCH. 40) WITH GRC ELBOWS AND
RISERS WRAPPED IN CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL.
11. FLEXIBLE CONDUIT SHALL BE LIMITED TO CONNECTIONS TO LIGHT FIXTURES AND FINAL CONNECTIONS TO MOTORS
OR OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTHS OF FLEXIBLE OR SEAL-TITE CONDUIT SHALL NOT BE
GREATER THAN 72 INCHES.
12. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EMPTY CONDUITS WITH 200LB RATED NYLON PULL CORD.
13. BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVERED (FLOOR, CEILINGS, WALLS, ETC.), THEY SHALL BE
APPROVED BY THE INSPECTING OFFICER (INSPECTOR).
14. WHERE WIRE SIZE IS NOT SHOWN ON THE DRAWINGS FOR 20A, 120VAC BRANCH CIRCUITS, THE CIRCUIT SHALL
CONSIST OF 2#12 (CU,THHN) + 1#12 (CU,THHN) GND IN 3/4" EMT CONDUIT. THIS WIRE SIZE SHALL BE INCREASED TO
#10 (CU,THHN) FOR BRANCH CIRCUITS WITH OVERALL LENGTHS EXCEEDING 125' TO ACCOMMODATE FOR VOLTAGE
DROP. REFER TO EQUIPMENT SCHEDULES, FEEDER SCHEDULES, AND NOTES ON DRAWINGS FOR ALL OTHER
BRANCH CIRCUIT AND FEEDER WIRE/CONDUIT SIZING.
15. CONDUCTORS SHALL BE COPPER, 600VAC RATED, TYPE THHN/THWN-2 UNO. CONDUCTORS UP TO #10AWG SHALL
BE SOLID AND CONDUCTORS #8AWG OR LARGER SHALL BE STRANDED.
16. METAL CLAD CABLING MAY BE USED BETWEEN DEVICES SUCH AS LIGHTING, RECEPTACLES, SWITCHES, ETC.
UNLESS OTHERWISE REQUIRED BY THE NEC. HOME RUNS SHALL BE INSTALLED IN CONDUIT. MC CABLE SHALL
NOT BE INSTALLED EXPOSED.
17. EC SHALL CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL
FINGER PRINTS, FOREIGN MATTER, PAINT, DIRT, GREASE, AND UN-NEEDED LABELS OR STICKERS FROM FIXTURES
AND EQUIPMENT. REMOVE ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FROM THE PREMISES.
18. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS FOR ALL DEVICES TO BE FLUSH MOUNTED AND
CONDUIT/CABLING INSTALLED CONCEALED WITHIN WALLS/CEILINGS. IN AREAS WHERE CONDUIT MUST BE
INSTALLED EXPOSED IT SHALL BE COORDINATED WITH THE ARCHITECT AND/OR ENGINEER. ALL EFFORTS SHALL
BE MADE TO CONCEAL WIRING METHODS.
19. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND
CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM.
20. COORDINATE LOCATION OF WALL MOUNTED DEVICES WITH CABINETRY AND OTHER WALL OBSTRUCTIONS.
COORDINATE CEILING MOUNTED DEVICES WITH CEILING OBSTRUCTIONS. ANY DEVICES THAT NEED TO BE
RELOCATED MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO ROUGH-IN FOR NEW
LOCATION.
21. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE PLACEMENT OF ALL DEVICES
INSTALLED WITHIN THE CEILING SUCH AS LIGHTING, SPEAKERS, FIRE SPRINKLERS, SMOKE/HEAT DETECTORS, ETC.
ANY EXISTING DEVICES THAT NEED TO BE RELOCATED IN ORDER TO ACCOMMODATE NEW
CONSTRUCTION/REMODEL MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO
ROUGH-IN FOR RESOLUTION AND FURTHER DIRECTION.
REMODEL NOTES:
22. THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE EXISTING POWER PANELS FROM WHICH
NEW CIRCUITS ARE BEING FED. VERIFY EXISTING BRANCH CIRCUIT BREAKERS AND PROVIDE NEW BRANCH
CIRCUIT BREAKERS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.
23. ALL DEVICES NOT SHOWN ON PLANS ARE EXISTING TO REMAIN IN PLACE AND FUNCTIONAL. IN THE EVENT THAT
WIRING TO AN EXISTING DEVICE IS DAMAGED, WIRING MUST BE REPLACED AND DEVICE BROUGHT BACK TO FULL
OPERATION.
POWER NOTES:
24. ELECTRICAL CONTRACTOR SHALL CONFIRM MINIMUM CODE (NEC) WORKING CLEARANCE BEFORE INSTALLING ANY
ELECTRICAL PANELS OR CABINETS AND SHALL MOVE THE PANELS IF REJECTED BY AN INSPECTOR. IF CLEARANCE
IS NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING.
25. WIRING DEVICES SHALL BE WHITE IN COLOR WITH NYLON COVER PLATES. EXTERIOR OUTLETS SHALL HAVE CAST
COVERS WITH FLIP TYPE LIDS UNO.
26. THE EC SHALL MAINTAIN ELECTRICAL CONTINUITY TO REMAINING EQUIPMENT WHEN ANY EXISTING ELECTRICAL
EQUIPMENT IS REMOVED.
27. EC SHALL COORDINATE WITH EQUIPMENT SUPPLIERS ON THE EXACT LOCATIONS OF ALL EQUIPMENT AND
ELECTRICAL CONNECTIONS PRIOR TO ROUGH-IN. THE EC SHALL MAKE THE FINAL CONNECTION TO ALL EQUIPMENT
UNLESS OTHERWISE DIRECTED BY THE EQUIPMENT SUPPLIER. OBTAIN FROM SUPPLIERS ALL WIRING DIAGRAMS
FOR EQUIPMENT PRIOR TO ANY ROUGH-IN. TO ASSURE THAT PROPER CHARACTERISTICS ARE PROVIDED, ANY
INCORRECT WIRING OR DEVICES INSTALLED BY THE EC WITHOUT THE WIRING DIAGRAM SHALL BE CORRECTED AT
THE EC'S EXPENSE. PROVIDE COPIES OF WIRING DIAGRAMS WITHIN EACH PIECE OF EQUIPMENT AND ADDITIONAL
COPIES WITH THE OPERATION AND MAINTENANCE MANUALS.
28. EC SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO PROVIDE CONDUIT AND DEVICE MOUNTING
BOXES FOR THERMOSTATS AND OTHER MECHANICAL CONTROLS. REFER TO MECHANICAL DRAWINGS FOR THE
LOCATION OF THERMOSTATS.
29. EC SHALL PROVIDE A 20AMP, 120VAC RECEPTACLE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING
OF HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT PER NEC 210.63. RECEPTACLE SHALL BE OF
THE GROUND FAULT CIRCUIT INTERRUPTING TYPE, INSTALLED WITHIN A CAST METAL BOX, AND WITHIN 25' OF ALL
REQUIRED EQUIPMENT.
ELECTRICAL GENERAL NOTES
ELECTRICAL
GENERAL SHEET
ELECTRICAL SYMBOL SCHEDULE
SYMBOL DESCRIPTION MOUNTING NOTES
THERMAL OVERLOAD SWITCH 4' - 0" UNO
PILOT LIGHT SWITCH 4' - 0"
DUPLEX OUTLET, 20A, 120VAC1' - 6" UNO
DUPLEX OUTLET, 20A, 120VAC - GFCI
DUPLEX OUTLET - SPLIT WIRED
DUPLEX OUTLET - ISOLATED GROUND
DUPLEX OUTLET WITH USB PORTS
DUPLEX OUTLET - OCCUPANCY SENSOR CONTROLLED
DUPLEX OUTLET, 20A, 120VAC - CEILINGCEILING
DUPLEX OUTLET, 20A, 120VAC - FLOORFLOOR
FOURPLEX OUTLET, 20A, 120VAC
FOURPLEX OUTLET, 20A, 120VAC - GFCI
FOURPLEX OUTLET - ISOLATED GROUND
FOURPLEX OUTLET, 20A, 120VAC - CEILINGCEILING
FOURPLEX OUTLET, 20A, 120VAC - FLOORFLOOR
APPLIANCE OUTLET - 208/240V SINGLE PHASE 18" OR 48"
APPLIANCE OUTLET - 208/480V 3-PHASE 18" OR 48"
TELEPHONE OUTLET
DATA OUTLET
DUAL TELEPHONE/DATA OUTLET
CABLE TELEVISION OUTLET
DUAL TELEPHONE/DATA OUTLET - FLOOR FLOOR
S
TH
S
P
OS
CEILING DATA OUTLET/ WIRELESS ACCESS POINT CEILING
DATA OUTLET - FLOOR FLOOR
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
4' - 0" UNO
JJUNCTION BOX SURFACE
WALL JUNCTION BOX 1' - 6" UNO
FLOOR JUNCTION BOX FLOOR
DISCONNECT SWITCH - NON-FUSED 5' - 0" UNO 4
DISCONNECT SWITCH - FUSED 5' - 0" UNO 4
COMBINATION MAGNETIC STARTER/DISCONNECT 5' - 0" UNO
MOTOR STARTER 5' - 0" UNO
CONTACTOR 5' - 0" UNO
MOTOR SURFACE
METER - PLAN VIEW
PUSH BUTTON SWITCH 4' - 0"
EMERGENCY POWER SHUTOFF SWITCH 4' - 0"
PANELBOARD - SURFACE MOUNTED 6' - 6" TO TOP
PANELBOARD - RECESSED 6' - 6" TO TOP
TRANSFORMER - PLAN VIEW
TELEPHONE TERMINAL BOARD
J
J
F
WALL
WALL
PAD/FLOOR
DISCONNECT SWITCH - SHUNT TRIP 5' - 0" UNO 4
CIRCUIT BREAKER
MCB PANEL - ONE-LINE
MLO PANEL - ONE-LINE
CURRENT TRANSFORMER
CT ENCLOSURE - ONE-LINE
TRANSFORMER - ONE-LINE
PAD MOUNT XFMR - ONE-LINE
METER - ONE-LINE
FUSED SWITCH
GROUND
OH RISER CABLE/WIRE SIZE TAG
M
XXX
LPNR
XXXA
XXXA
XP
AUTOMATIC TRANSFER SWITCH GROUND SLEEVE - ONE-LINE
FUSED DISCONNECT - ONE-LINE
XX
X
X
KEYED NOTE TAG
MECHANICAL/ELECTRICAL EQUIPMENT TAG
OTHER EQUIPMENT TAG
X
ABBREVIATIONS
AFCI - ARC FAULT CKT INTERRUPTER
AFF - ABOVE FINISHED FLOOR
AFG - ABOVE FINISHED GRADE
AIC - AMPS INTERRUPTING CAPACITY
AL - ALUMINUM
ATS - AUTOMATIC TRANSFER SWITCH
BC - BARE COPPER
BFC - BELOW FINISHED CEILING
BFG - BELOW FINISHED GRADE
CKT - CIRCUIT
CND. OR C. - CONDUIT
CLG - INSTALLED IN CEILING
C.R. - CORD REEL
CT - CURRENT TRANSDUCER
CU - COPPER
(E) - EXISTING TO REMAIN
EC - ELECTRICAL CONTRACTOR
EM - EMERGENCY
(F) - FUTURE
FACP - FIRE ALARM CONTROL PANEL
FLA - FULL LOAD AMPS
FVNR - FULL VOLTAGE NON REVERSING
GC - GENERAL CONTRACTOR
GFCI - GROUND FAULT CKT INTERRUPTER
GND - GROUND
IG - ISOLATED GROUND
LCP - LIGHTING CONTROL PANEL
LTG - LIGHTING
LV - LOW VOLTAGE
MC - MECHANICAL CONTRACTOR
MCA - MINIMUM CIRCUIT AMPS
MCB - MAIN CIRCUIT BREAKER
MCC - MOTOR CONTROL CENTER
MDP - MAIN DISTRIBUTION PANEL
MLO - MAIN LUGS ONLY
(N) - NEW
NIC - NOT IN CONTRACT
NEC - NATIONAL ELECTRICAL CODE
NFPA - NATIONAL FIRE PROT. ASSN.
NL - NIGHT LIGHT
NR - NOT REQUIRED
NTS - NOT TO SCALE
PC - PLUMBING CONTRACTOR
PNL - PANEL
POC - POINT OF CONNECTION
POS - POINT OF SALE
(R) - RELOCATED
REC - RECEPTACLES
RMC - RIGID METAL CONDUIT
SCA - SHORT CIRCUIT AMPERES
SES - SERVICE ENTRANCE SWITCHGEAR
SPD - SURGE PROTECTIVE DEVICE
TTB - TELEPHONE TERMINAL BOARD
TR - TAMPER RESISTANT
TYP - TYPICAL
UNO - UNLESS NOTED OTHERWISE
VA - VOLT/AMPS
VIF - VERIFY IN FIELD
VR - VANDAL RESISTANT
WP - WEATHERPROOF/NEMA 3R
WU - WITH UNIT
XFMR - TRANSFORMER
NOTES
WIRING / CONDUIT UNDERGROUND/FLOOR WIRING
CONDUIT TURNED UP CONDUIT TURNED DOWN
CIRCUIT HOME RUN TO PANEL: # OF ARROWHEADS INDICATE # OF CIRCUITS
(SEPARATE NEUTRAL PER CIRCUIT). BOTH EX. INCLUDE AN EQUIP. GROUND.
1. SEE LIGHTING FIXTURE SCHEDULE FOR TYPE, MOUNTING, AND OTHER SPECIFICS.
2. CONNECT EMERGENCY AND/OR EXIT LIGHTS TO THE UNSWITCHED SIDE OF THE AREA
LIGHTING BRANCH CIRCUIT.
3. ARROW DENOTES EXIT DIRECTION.
4. USE HEAVY DUTY FOR 480 VOLT.
5. MOUNT SWITCH AT DOOR JAM PER MANUFACTURER'S INSTRUCTIONS.
6. PROVIDE UL LISTED DEVICE TO BE USED WITH THE FIRE ALARM PANEL/SYSTEM OR
PROVIDE A MONITOR MODULE TO CONNECT INTO FIRE ALARM SYSTEM.
7. PROVIDE RACEWAY WITH OUTLETS 12" ON CENTER UNO.
B
1
B
2
P
4
P
3
P
8
P
7
P
1
P
2
P
5
S S
480V (E)
'C' (E)
(E)
(E)
PH-26,28,30
C-15
C-25
C-17
PH-20,22,24
PH-13,15,17
PH-19,21,23
S
T
H
C-11
UH
1
C-27
PH-31,33,35
3
AHU
1
P
6B
P
6A
'PH'
PH-8,10,12PH-2,4,6
1
F
2
(E)
KEYED NOTES
1. PROVIDE A NEW 60A 3P FUSED DISCONNECT FOR NEW AHU.
RE-USE EXISTING FEEDER FROM WIRE GUTTER BELOW
THAT FED EXISTING AHU.
2. CONNECT DUCT SMOKE DETECTOR TO EXISTING BUILDING
FIRE ALARM SYSTEM.
3. COORDINATE WITH MECHANICAL FOR CONTROL WIRING
BETWEEN CIRCULATOR PUMPS AND BOILERS.
#
A
B
D
C
1 2 3 4 5
RE
VIS
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NS
STAMP
PR
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CT
#:
DR
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N B
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CH
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DA
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:
SHEET TITLE:
1 2 3 4 5
RO
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OU
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CO
NSU
LTIN
G EN
GIN
EERS, IN
C.
2117 S. 3600 W
., SALT LAKE CITY, U
T 84119
(801) 566-0503 w
ww
.rm
ceut.com
MO
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CREST PO
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RAD
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25
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18104
BK
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SU
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IN
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, IN
C. - 2018
09/04/2018
E101
R
EG
IS
T
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R
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D
P
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F
ESS
I
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N
A
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OF
U
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A
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No. 7945859-2202
DAVID W.
STEWARD
09/04/18
E101
1
MAIN FLOOR POWER PLAN
SCALE: 1/4" = 1'-0"
ELECTRICAL
PLANS &
SCHEDULES
E101
2
MEZZANINE POWER PLAN
SCALE: 1/4" = 1'-0"
EXISTING PANEL
225A MCB
277/480V
3PH, 4W
PANEL 'PH'
100A MLO
277/480V
3PH, 4W
42CKT
100A 3P
41
E101
PARTIAL
3
ONE-LINE DIAGRAM
SCALE: NONE
CONDUIT/CONDUCTOR SCHEDULE
MARK AMPS CONDUIT
CU/AL
CONDUCTORS (TOTAL)
NOTES
PHASE NEUTRAL GROUND
100 2" CU
(3) 1
1 8 141
NOTES:
1. CONDUCTOR INSULATIONS TO BE RATED THWN-2/THHN 90°C.