SHEET INDEX
J.A.T.C. SOUTH GREENHOUSE UPGRADE
JORDAN SCHOOL DISTRICT
12723 PARK AVENUE
RIVERTON, UTAH 84065
ARCHITECTURAL
A0.00
A1.01
A2.01
A1.02
A0.01
COVER SHEET
GREEN HOUSE FLOOR PLAN
ROOF PLAN
MISC. DETAILS
DEMO FLOOR PLAN
MECHANICAL
M0.00
M1.01
M2.01
M2.02
M3.01
M3.02
M4.01
MECHANICAL COVER SHEET
MECHANICAL DEMO FLOOR PLAN
NEW MECHANICAL PLAN
ROOF MECHANICAL PLAN
MECHANICAL ISOMETRICS
MECHANICAL SCHEDULE AND DETAILS
MECHANICAL SPECIFICATIONS
ELECTRICAL
ELECTRICAL COVER SHEET
DEMO ELECTRICAL PLAN
NEW ELECTRICAL PLAN
ELECTRICAL ONE-LINE AND DETAILS
ELECTRICAL SPECIFICATIONS
845 SOUTH 220 EAST
OREM, UTAH 84058
PH: (801) 229-0088 FAX: (801) 229-0089
MECHANICAL
PLUMBING
ELECTRICAL
MKK CONSULTING
ENGINEERS, INC.
MKK CONSULTING
ENGINEERS, INC.
MKK CONSULTING
ENGINEERS, INC.
4760 SOUTH HIGHLAND DRIVE, SUITE 106
SALT LAKE CITY, UTAH 84115
PHONE: 801.360.7024
4760 SOUTH HIGHLAND DRIVE, SUITE 106
SALT LAKE CITY, UTAH 84115
PHONE: 801.360.7024
4760 SOUTH HIGHLAND DRIVE, SUITE 106
SALT LAKE CITY, UTAH 84115
PHONE: 801.360.7024
Copyright © 2009, Sandstrom Architecture
J.A.T.C. SOUTH - GREENHOUSE UPGRADE
E0.00
E1.01
E2.01
E3.01
E4.01
GENERAL NOTES
CONTRACTOR SHALL FIELD VERIFY ALL EXISITNG
STRUCTURES, DIMENSIONS AND CONDITIONS AND SHALL
NOTIFY THE ARCHITECT OF ANY DISCREPENCIES.
C.
PRIOR TO STARTING DEMOLITION, THE CONTRACTOR
SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
REQUIRED PERMITS, BONDS, AND APPROVALS HAVE BEEN
OBTAINED. ALL PERMIT AND BOND FEES ARE TO BE PAID
BY THE OWNER.
D.
THE GENERAL CONTRACTOR IS TO REMAIN WITHIN THE
CONTRACT LIMITS. IT SHALL BE THE RESPONSIBILITY OF
THE GENERAL TO PATCH, REPLACE, AND REPAIR ALL
CONCRETE SIDEWALK/CURB/GUTTER, ASPHALT
PAVEMENT AND SOD EFFECTED BY THE NEW
CONSTRUCTION OUTSIDE OF THE CONTRACT LIMIT LINES
DUE TO NEW CONSTRUCTION.
E.
CONTRACTOR SHALL PATCH, REPLACE AND REPAIR ALL
EXISTING STRUCTURES AND FIXTURES EFFECTED BY NEW
CONSTRUCTION.
F.
OWNER WILL OCCUPY SITE AND BUILDING DURING
ENTIRE CONSTRUCTION PERIOD. COOPERATE WITH
OWNER DURING CONSTRUCTION OPERATIONS TO
MINIMIZE CONFLICTS AND FACILITATE OWNER USAGE.
PERFORM WORK SO AS NOT TO INTERFERE WITH
OWNER'S DAY-TO-DAY OPERATIONS. MAINTAIN EXISTING
EXITS UNLESS OTHERWISE INDICATED.
G.
THE OWNER RESERVES THE RIGHT TO REMOVE ANY
SALVAGEABLE MATERIALS RESULTING FROM DEMOLITION
WORK AND SITE CLEARING. REMAINING MATERIAL THEN
BECOME THE PROPERTY OF THE GENERAL CONTRACTOR
TO BE PROPERLY DISPOSED.
H.
ALL STRUCTURAL FILL SHALL CONSIST OF IMPORTED
GRANULAR SOIL (SEE GEOTECH REPORT). ON SITE SILT
AND CLAY SOIL MAY NOT BE USED AS STRUCTURAL FILL.
COORDINATE WITH GEOTECH AND STRUCTURAL SHEETS.
J.
FOR COMPLETE INFORMATION PERTAINING TO
DEMOLITION, REFER TO INDIVIDUAL ENGINEERING PLANS.
K.
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR TO PROTECT THE EXISTING
ARCHITECTURAL, ELECTRICAL, PLUMBING AND
MECHANICAL ITEMS DURING THE DEMOLITION PHASE.
(PATCH, REPLACE, AND REPAIR TO PROVIDE A SMOOTH
TRANSITION BETWEEN NEW AND OLD CONSTRUCTION.)
L.
CONTRACTOR SHALL TAKE NECESSARY MEASURES TO
PROTECT ALL NEW FACILITIES DURING THE
CONTRUCTION PERIOD UNTIL THE DESIGN GRADE AND
COVER HAVE BEEN REACHED AND WORK HAS BEEN
ACCEPTED BY OWNER.
M.
CONTRACTOR TO PROVIDE DUST BARRIER, SAFTEY
BARRIER AND CONSTRUCTION SCHEDULE TO DISTRICT
PRIOR TO CONSTRUCTION ACTIVITIY IN THIS AREA.
SHEET NOTES
1
REMOVE EXISTING EXTERIOR CONCRETE WALKS, PREP
SURFACE FOR NEW CONCRETE PAD FOR EVAP. COOLERS.
NEW EXTERIOR CONCRETE PADS TO MEET 4500 PSI. SEE
SPEC. LEGEND AND MECHANICAL SHEETS.
SPECIFICATION LEGEND
1.) All work shall conform with ACI 301, latest edition.
2.) Use type I/II portland cement.
3.) Concrete mix - 4,500 psi compressive strength with 3/4"
maximum aggregate size.
4.) Maximum w/c ratio, including fly ash = 0.50
5.) Steel reinforcing - #4 bar @ 18" o.c. ew. Position bar at 1
1/2" below to of slab.
6.) Slab thickness = 4".
1
REVISION/ISSUE
V.I.F.
DATE
APPROX. 8' - 9"
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
EXTERIOR CAST -IN-PLACE CONCRETE
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
12723 PARK AVENUE
RIVERTON, UTAH 84065
B.
JORDAN SCHOOL DISTRICT
IT IS RECOMMENDED THAT ALL CONTRACTORS VISIT THE
PROJECT PRIOR TO SUBMITTING THEIR BIDS. IT SHALL BE
THE RESPONSIBILITY OF EACH BIDDER TO UNDERSTAND
THE FULL SCOPE OF THE EXISTING CONSTRUCTION,
DEMOLITION REQUIRED AND NEW CONSTRUCTION. NO
ADDITIONAL COMPENSATION WILL BE GIVEN FOR NOT
FULLY UNDERSTANDING THE SCOPE OF THE PROJECT.
J.A.T.C. SOUTH - GREENHOUSE UPGRADE
A.
PROJECT NO.
APPROX. 51' - 8"
V.I.F.
DATE
SA-1527
FEBRUARY 2, 2016
KJM
DRAWN BY
CHECKED BY
SES / CLL
SHEET DESCRIPTION
DEMO FLOOR PLAN
2/12/2016 4:11:09 PM
SHEET NUMBER
north
DEMOLITION PLAN
SCALE:
1/8" = 1'-0"
1
A0.01
GENERAL NOTES
10
10
8
10
10
8
8
10
A.
CONTRACTOR TO VERIFY ALL WALL STRUCTURES AND
BEAM LOCATIONS ABOVE PRIOR TO ANY DEMOLITION.
REPORT ANY DISCREPENCY TO ARCHITECT.
B.
CONTRACTOR TO PROVIDE DUST BARRIER AND
SCHEDULE TO DISTRICT PRIOR TO CONSTRUCITON
ACTIVITY.
C.
CONTRACTOR TO VERIFY DIMENSIONS GIVEN FOR
VERIFICATION OF WALL LAYOUT WITH ACTUAL FIELD
CONDITIONS.
D.
IT SHALL BE THE REPONSIBILITY OF THE CONTRACTOR
TO PATCH, REPAIR OR REPLACE AND EXISTING
STRUCTURES AND FIXTURES AFFECTED BY DEMOLITION
AND CONSTRUCTION.
E.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO PROTECT EXISTING ARCHITECTURAL, ELECTRICAL,
MECHANICAL AND PLUMBING ITEMS DURING THE
CONSTRUCTION.
F.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO PROVIDE DUST BARRIERS AS REQUIRED DURING
CONSTRUCITON TO PROTECT AREAS OF SCHOOL
ADJACENT DURING CONSTRUCTION.
G.
ALL CABINETS ARE TO HAVE LOCKS.
H.
SEE ELECTRICAL SHEETS FOR LOCATIONS OF OUTLETS,
SWITCHES, DATA, TELEPHONE, TELEVISION, INTERCOMS,
CLOCKS, SPEAKERS, HORNS, STROBES, ETC.
J.
COORDINATE BETWEEN ENLARGED FLOOR PLANS AND
INTERIOR ELEVATIONS FOR MISCELLANEOUS ITEMS
THAT MAY ONLY BE SHOWN ON ONE OR THE OTHER.
10
9
10
7
A1.02
10
7
A1.02
7
A1.02
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
10
2
3
4
NORTH EAST INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:
SOUTH INTERIOR ELEVATION
4
SCALE:
1/4" = 1'-0"
3
5
6
7
8
9
10
OWNER PROVIDED 6'-0" x 38'-0" FIXED GREEN HOUSE
TABLES. (NIC)
OWNER PROVIDED 3'-0" x 9'-0" FIXED GREEN HOUSE TABLES.
(NIC)
NEW 2-BASIN UTILITY SINK WITH SPRAYERS & STOPPERS IN
EACH BASIN, SEE PLUMBING SHEETS.
5'-0" x 12'-0" GALVINIZED STEEL COUNTER WITH STORAGE
BELOW, SEE 'TYPICAL STUDENT WORK AREA' DETAIL.
EXISTING STEEL COLUMN.
NEW EMERGENCY EYEWASH AND SHOWER INSTALLED ON
COLUMN. WATER PROVIDED OVERHEAD. SEE PLUMBING
SHEETS.
5'-2" x 12'-2" GALVINIZED STEEL COUNTER WITH STORAGE
BELOW, SEE 'TYPICAL ADA STUDENT WORK AREA' DETAIL.
NEW EVAPORATIVE COOLER ON NEW CONCRETE PAD, SET
AS CLOSE TO EXISTING BUILDING AS POSSIBLE. SEE
MECHANICAL SHEETS.
NEW WALL EXHAUST FAN, SEE MECHANICAL SHEETS.
UNISTRUT SUPPORTS AS NEEDED.
CLASSROOM
3' - 0"
SCOPE OF WORK
2
2
3
9' - 1"
2
7
6' - 0"
1
5
A1.02
2
2
A1.02
4' - 0"
8
1
5
A1.02
1
1
A1.02
1
1
A1.02
6' - 0"
4
A1.01
5
1
5
5
6
1
5
5
DATE
REVISION/ISSUE
6' - 0"
5
GREEN
HOUSE
5' - 0"
3
4
8
4' - 0"
M
1
1
AG. SHOP
6' - 0"
5
38' - 0"
10' - 6"
38' - 0"
10' - 6"
4' - 0"
4' - 0"
M
2/12/2016 4:11:12 PM
2
M
1
5
38' - 0"
6' - 1"
SA-1527
PROJECT NO.
1
DATE
8
FEBRUARY 2, 2016
KJM
6' - 0"
DRAWN BY
CHECKED BY
SES / CLL
SHEET DESCRIPTION
5' - 1"
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
CLASSROOM
12723 PARK AVENUE
RIVERTON, UTAH 84065
1
JORDAN SCHOOL DISTRICT
8
A1.02
J.A.T.C. SOUTH - GREENHOUSE UPGRADE
SHEET NOTES
5
5
5
5
5
5
GREEN HOUSE FLOOR PLAN
A1.01
5
5
5
5
5
5
4
BID ALTERNATES
9
SCOPE OF WORK
north
OVERALL MAIN FLOOR
SCALE:
1/8" = 1'-0"
#1
1
PROVIDE BID ALTERNATE FOR STUDENT WORK AREAS TO
BE CONSTRUCTED WITH STAINLESS STEEL WORKTOPS
AND PLASTIC LAMINATE FACES BASED ON TMI SYSTEMS.
SEE SPECIFICATION LEGEND.
SHEET NUMBER
A1.01
SPECIFICATION LEGEND
STAINLESS STEEL WORK AREAS
Manufacturer:
Custom Fabricated
Model #:
Custom
Dimensions:
Per Plan
Utility Requirements: None
Accessories:
A) Stainless steel bottom shelf.
B) Provide with drawers per details.
C) Finished sides and cabinet base.
D) Stainless steel adjustable bullet
feet on steel frame as per details.
E) Stainless steel under and middle
shelves as per details.
F) Finished stainless steel face panel
and front base sealed to floor
G) Stainless steel removable base
plate attached to feet at back of
counter as per details.
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
Installation Instructions:A) Set and level as per plan.
B) Clip and seal back splash to wall.
(ALTERNATE #1) WORK AREAS
Manufacturer:
Model #:
Dimensions:
Utility Requirements:
Based on TMI Systems
See elevations
Per Plan
None
Stainless Steel Counter Tops:
1.) All nominal 1" thick Stainless Steel clad countertops shown on
drawings are constructed with 1" particleboard core laminated top
face with HGS (.048) high-pressure decorative laminate, with BKH
backer underside. Provide tight joint fasteners where needed. All
exposed edges,
including edges of backsplash where used, Stainless Steel
banding. Exposed edges and corners are machine profiled to
1/8" radius for safety.
Decorative Laminates:
1.) High pressure decorative laminate VGS (.028), NEMA Test
LD-3-2005, (vertical grade).
2.) High pressure decorative laminate HGS (.048), NEMA Test
LD-3-2005, (horizontal grade).
3.) High-pressure cabinet liner CLS (.020), NEMA Test LD-32005.
4.) Thermally Fused Melamine laminate tested to meet NEMA
Test LD-3-2005, color as selected by Architect from grey, beige,
or white.
5.) High-pressure backer BKH (.048), (.039), (.028), meeting
NEMA Test LD3-2005.
TURNED DOWN EDGE
2"
EXHAUST FAN, SEE MECHANICAL SHEETS
EVAPORATIVE COOLER DUCTWORK, SEE
MECHANICAL SHEETS
30 DEGREE RETURN
EXISTING MULLIONS TO REMAIN
1/2"
EXISTING MULLIONS TO REMAIN
NORTH EAST INTERIOR ELEVATION1
SCALE:
6
A1.02
Sim
1/2" = 1'-0"
TYP. SIDE WALL PENETRATION
8
SCALE:
1/2" = 1'-0"
TYP. 2" TURNED DOWN EDGE
7
STAINLESS STEEL BACK
STAINLESS STEEL BACK
STAINLESS STEEL BACK
1" X 4" STAINLESS STEEL BRACING (TYP)
1" X 4" STAINLESS STEEL BRACING (TYP)
1" X 4" STAINLESS STEEL BRACING (TYP)
STAINLESS STEEL TOP WITH 3/4"
RADIUS COVED CORNERS.
STAINLESS STEEL TOP WITH 3/4"
RADIUS COVED CORNERS.
6
A1.02
2" TURNED DOWN STAINLESS STEEL EDGE.
Sim
6
A1.02
2" TURNED DOWN STAINLESS STEEL EDGE.
STAINLESS STEEL UNDER SHELF
WITH 3/4" COVE CORNERS
STAINLESS STEEL DRAWER WITH LOCKS
TURNED DOWN STAINLESS STEEL EDGE
TURNED DOWN STAINLESS STEEL EDGE
TURNED DOWN STAINLESS STEEL EDGE
STAINLESS STEEL REMOVEABLE BASE
STAINLESS STEEL REMOVEABLE BASE
STAINLESS STEEL REMOVEABLE BASE
ADJUSTABLE BULLET FEET
ADJUSTABLE BULLET FEET
ADJUSTABLE BULLET FEET
SCALE:
3/4" = 1'-0"
3' - 1"
3/4" = 1'-0"
STAINLESS STEEL DRAWER WITH LOCKS
TYP. STAINLESS DETAIL 'A'
4
SCALE:
9' - 1"
3
A1.02
Sim
5
A1.02
Sim
3/4" = 1'-0"
B) Pulls: Door and drawer front pulls are epoxy powder coated
metal wire with 96mm spacing on screws. Pull design shall
comply with the Americans with Disabilities Act (ADA). Door and
drawer front pulls shall be rectangular semi-recessed, injection
molded ABS plastic, screw fastened. Pull design shall be
compatible with Americans with Disability Act (ADA), Federal
Register Volume 56, No. 144, specifically paragraph 4.27.4. Other
pulls may be acceptable pending architect approval.
3
12' - 2"
3
A1.02
Sim
4
A1.02
Sim
3
A1.02
Sim
5
A1.02
Sim
4
A1.02
C) Drawer Slides: Regular use and kneespace drawers are
epoxy powder coated steel, bottom corner mounted with nylon
rollers. Slides have a 100-pound load rating at full extension and
a built-in, positive stop both directions, with self-closing feature.
File drawer slides are full extension, epoxy powder coated steel,
bottom corner mounted with nylon rollers, 150-pound load rating.
Pencil drawers are equipped with Blum No. BS230M, zinc color.
Slides have a lifetime warranty as offered by the slide
manufacturer.
D) Adjustable Shelf Supports: Injection molded polycarbonate,
clear color to blend with selected interior finish, friction fit into
cabinet end panels and vertical dividers, readily adjustable on
32mm (approximately 1-1/4") centers. Each shelf support has two
(2) integral support pins, 5mm diameter, to interface pre-drilled
holes, and to prevent accidental rotation of support. The supports
automatically adapt to 3/4" or 1" thick shelving and provide nontip feature for shelving. Supports are designed to readily permit
field fixing of shelf if desired. Structural load testing shall show
loading to 1,140 pounds (285 pounds per support) without failure.
Sim
E) Locks: National Lock #M4-9054B, removable core, disc
tumbler, cam style lock with strike. Each lock is furnished with two
(2) keys. Lock for sliding 3/4" doors is a disc type plunger lock,
sliding door type with strike.
F) Finished stainless steel face panel
and front base sealed to floor
G) Stainless steel removable base
plate attached to feet at back of
counter as per details.
3' - 0"
Sim
SCALE:
2' - 6"
3' - 0"
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2/12/2016 4:11:13 PM
STAINLESS STEEL UNDER SHELF
WITH 3/4" COVE CORNERS
TYP. STAINLESS DETAIL 'B'
Accessories:
A) Hinges: Five knuckle, institutional grade, 2-3/4" overlay type
with hospital tip. Steel is minimum .095" thick and have a
minimum of nine (9) edge and leaf fastenings and are epoxy
powder coated “chrome” color to match Owner’s standard
requirements. Hinges pass ANSI-BHMA standard A156.9, Grade 1
requirement for both vertical and horizontal set and sag (pair of
hinges will hold minimum of 310 pounds); copy of test result
provided upon request. Hinges are secured with specifically
engineered screws. Doors 48" and over in height have three (3)
hinges per door. Magnetic door catch with minimum five (5)
pound pull provided, attached
with screws and slotted for adjustment.
STAINLESS STEEL DRAWER WITH LOCKS
STAINLESS STEEL CABINET DOOR WITH LOCKS
STAINLESS STEEL UNDER SHELF
WITH 3/4" COVE CORNERS AND
TURN DOWN EDGE
5
Edging Materials:
1.) 3mm PVC banding, machine applied with waterproof hot melt
adhesive with external edges
and outside corners of door and drawer fronts, and countertops,
machine profiled to 1/8" radius for safety. PVC edge banding to
match laminate color selected by Architect.
2" TURNED DOWN STAINLESS STEEL EDGE.
1" X 4" STAINLESS STEEL BRACING (TYP)
STAINLESS STEEL UNDER SHELF
WITH 3/4" COVE CORNERS AND
TURN DOWN EDGE
TYP. STAINLESS DETAIL 'C'
6
STAINLESS STEEL TOP WITH 3/4"
RADIUS COVED CORNERS.
Sim
STAINLESS STEEL DRAWER WITH LOCKS
4
A1.02
3" = 1'-0"
SCALE:
Laminate Color Selection:
1.) Color selection for high pressure decorative laminate to be
from manufacturers= full range of colors/price groups.
2.) Selections for cabinet surfaces, grade VGS, are offered from
the current year Wilsonart, Formica, or Pionite Series. A maximum
of one (1) color to be selected per unit face and five (5) colors
per project.
3.) Selections for countertop grades, HGS, shall be selected from
the current year Wilsonart, Formica, or Pionite standard and
premium solid and pattern offering. A maximum of five (5) colors
per project.
4.) Basic cabinet body color to include surfaces of all
components, including drawer boxes, to be covered with
melamine laminate as a minimum requirement; drawer boxes not
matching basic color will be rejected.
DATE
PROJECT NO.
DATE
12723 PARK AVENUE
RIVERTON, UTAH 84065
STAINLESS STEEL TOP
JORDAN SCHOOL DISTRICT
REMOVE EXISTING END WALL GLAZING
PANEL FOR EVAPORATIVE COOLER
DUCTWORK, REPLACE WITH METAL
INSULATED SOLID PANEL AS NEEDED WITH
DUCTWORK OPENING, PAINTED TO MATCH
EXISTING
J.A.T.C. SOUTH - GREENHOUSE UPGRADE
REMOVE EXISTING SIDE WALL GLAZING
PANELS FOR EXHAUST FAN, REPLACE WITH
METAL INSULATED SOLID PANEL AS NEEDED
WITH DUCTWORK OPENING, PAINTED TO
MATCH EXISTING
Core Materials:
1.) Particleboard: Medium density 45-50 pound industrial grade
particleboard of fir or pine meeting or exceeding ANSI A 208.11993, M-3 requirements. Thickness' used are 1/4", 1/2", 3/4", and
1".
2.) Hardboard: Prefinished hardboard in 1/4" thickness meeting or
exceeding commercial standards CS-251.
REVISION/ISSUE
SA-1527
FEBRUARY 2, 2016
KJM
DRAWN BY
CHECKED BY
SES / CLL
SHEET DESCRIPTION
MISC. DETAILS
Installation Instructions: A) Set and level as per plan.
B) Clip and seal back splash to wall.
BAE BID - STAINLESS
362929
ALT.#1 - D8920 - D3300
BASE BID - STAINLESS
363529
BASE BID - STAINLESS
363529
BASE BID - STAINLESS
363529
ALT.#1 - B1060
ALT.#1 - B1060
ALT.#1 - D8920 - D3300
BASE BID - STAINLESS
363529
BASE BID - STAINLESS
363529
BASE BID - STAINLESS
363529
BID ALTERNATES
#1
TYPICAL ADA STUDENT WORK AREA
SCALE:
BASE BID - STAINLESS
363529
3/4" = 1'-0"
2
TYPICAL STUDENT WORK AREA
SCALE:
3/4" = 1'-0"
1
PROVIDE BID ALTERNATE FOR STUDENT WORK AREAS TO
BE CONSTRUCTED WITH STAINLESS STEEL WORKTOPS
AND PLASTIC LAMINATE FACES BASED ON TMI SYSTEMS.
SEE SPECIFICATION LEGEND.
SHEET NUMBER
A1.02
GENERAL NOTES
EXISTING 6" METAL STUDS (VIF)
6" CFMF
R-19 BATT INSULATION
12" MIN.
5/8" EXT. SHEATHING
FLASHING MEMBRANE
(12'' MIN. HEIGHT)
1" RIGID INSULATION
W/ BACKING
THERMOPLASTIC
ROOF MEMBRANE
THERMAL
INSULATION
12" MIN.
ABSOLUTELY ALL MECHANICAL UNITS SHALL BE
MOUNTED ON TOP OF A INSULATED CURB. SLEEPER
INSTALLATION WILL NOT BE ALLOWED. SEE MECHANICAL
C.
(2) C6 x 1 5/8 16
GAGE UP TO 6'
FASTENER
D.
HOT AIR WELD
6"
B.
A
EXTEND SINGLE PLY ROOFING
UP TO CURB FLASHING
FASTENER
ALL MECHANICAL UNITS AND OTHER ROOF
PENETRATIONS MAY NOT BE SHOWN. REFER TO
MECHANICAL AND PLUMBING SHEETS. PROVIDE
FLASHINGS, CRICKETS, AND REGLETS AT EACH UNIT,
SHOWN OR NOT. VERIFY EACH LOCATION ON
MECHANICAL AND PLUMBING SHEETS.
EXISTING 6" METAL
STUDS (VIF)
FLASHING
MEMBRANE CAP
A.
EXISTING ROOFING
1 1/2"
1 1/2"
2-TRACKS 6x1
1/2x16 GAGE TRACK
ROOF DECK
PLUMBING
VENT STACK
A
SECTION
NOTES: VENT STACKS AND OTHER PIPES
SHOULD HAVE A MINIMUM OF 12 IN.OF
CLEARANCE ON ALL SIDES FROM
WALLS, CURBS, AND OTHER PROJECTIONS
TO FACILITAE PROPER FLASHING.
OPENING
THRU
WALL
TYP. PIPE PENETRATION DETAIL
SCALE: 1 1/2" = 1'-0"
TYP. CURB DETAIL
6
SCALE: 1 1/2" = 1'-0"
5
1/16"
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
ALL GENERAL ROOF SLOPES SHALL BE A MIN. OF 1/4"
PER FT. ALL MANUFACTURED & INSTALLED TAPERS & OR
CRICKETED AREAS SHALL HAVE A POSITIVE SLOPE TO
DRAINS & AWAY FROM ADJACENT WALLS AS REQ'D.
E.
ALL PARAPETS, CURBS FOR ARCHITECTURAL,
MECHANICAL & ELECTRICAL SHALL BE MIN. OF 12" ABOVE
HIGHEST ADJACENT ROOF & OR CRICKET, W/ NONCOMBUSTABLE CANT STRIPS INSTALLED AT THE BASE
UNDERNEATH ROOF MEMBRANE.
F.
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR TO VERIFY ALL DECK BEARING TO
PARAPETS HEIGHTS PRIOR TO INSTALLATION.
G.
SEE DETAILS A2.01 FOR PIPE PENETRATION DETAILS.
REFER TO MECHANICAL SHEETS FOR LOCATIONS.
H.
SEE DETAIL A2.01 FOR MECHANICAL UNIT W/ CURB
DETAIL.
SHEET NOTES
2-SCREWS (TYP.)
1 1/2" @ 16"
CUT OFF ALL ROOFING INSULATION ANCHORS TO WITHIN
2" OF ROOF DECK IN ALL AREAS WHERE THE STRUCTURE
IS TO BE EXPOSED.
1
2
NEW ROOF TOP EXHAUST FAN ON CURBS. SEE TYPICAL
DECK PENETRATION DETAIL (2/A2.01). SEE MECHAINCAL
SHEETS.
EXISTING SINGLE PLY ROOFING.
WATER CUT-OFF MASTIC
STAINLESS STEEL
CLAMPING RING
PRE-MOLDED PIPE
FLASHING
FASTENER
1 1/2"
THERMAL
INSULATION
MIN
B
ELEVATION
TYP. WALL PENETRATION DETAIL
SCALE:
3/4" = 1'-0"
3
CONTRACTOR TO VERIFY THAT HSS6x6x3/8
HAVE BEEN WELDED TO BOTT. OF EXISTING
JOISTS AND DIAG <'S ARE INSTALLED
ROOF DECK
PLUMBING
VENT STACK
TYP. PIPE FLASHING DETAIL
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
SCALE: 1 1/2" = 1'-0"
4
FRAME OPENINGS
WITH <3x3x1/4
EXIST 30K12 JOISTS @ 5'-0" O.C. (VIF)
E
<5x3x1/4
2
CURB OF MECHANICAL UNIT
WITH 1,400# MAX
COPE L5x3 OR 3x3 TO FIT INTO
TOP CHORD ANGLES TYPICAL
NOTE:
AT <5x3 SUPPORT BY
JOIST WELD
OPENING
THRU
DECK
D
<5x3x1/4 UNDER PERIMETER
OF MECHANICAL UNIT
3/16"
OPENING
3/16"
1
2
A2.01
D
PLAN DETAIL
3
A2.01
CURB OF MECHANICAL UNIT
WITH 1,400# MAX
COPE L5x3 OR 3x3 TO FIT INTO
TOP CHORD ANGLES TYPICAL
Sim
DATE
C
12723 PARK AVENUE
RIVERTON, UTAH 84065
ADD 3-C6x1 5/8x16 GAGE STUDS
FRO NEW JAMB EACH SIDE
THERMOPLASTIC
ROOF MEMBRANE
JORDAN SCHOOL DISTRICT
HOT AIR WELD
J.A.T.C. SOUTH - GREENHOUSE UPGRADE
NEW TRACK 14 GAGEx6 WTIH 3" LEGS
REVISION/ISSUE
Sim
EXISTING 1 1/2" DECK
3/16"
PROJECT NO.
DATE
SA-1527
FEBRUARY 2, 2016
KJM
DRAWN BY
D
IF 4" OR MORE THEN
WELD <2x2x1/8 TO
NEAREST BOTT. CHORD PANEL POINT
CHECKED BY
SES / CLL
SHEET DESCRIPTION
ROOF PLAN
E
2/12/2016 4:11:14 PM
SHEET NUMBER
north
TYP. DECK PENETRATION
SCALE:
3/4" = 1'-0"
2
ROOF PLAN
SCALE:
1/8" = 1'-0"
1
A2.01
MECHANICAL LEGEND
GENERAL NOTES (FOR ALL MECHANICAL DRAWINGS)
PLUMBING
DOMESTIC COLD WATER
HWR
HEATING WATER RETURN
DOMESTIC HOT WATER
VALVES & SPECIALTIES
180
NP
STRAINER W/ BLOW-OFF VALVE & HOSE END
CONSULTING ENGINEERS, INC.
NG
NATURAL GAS
V
PLUMBING VENT PIPE
CHV
CHEMICAL VENT PIPE
SAN
SANITARY WASTE PIPE
HORIZONTAL CLEANOUT
TEMPERATURE CONTROL VALVE, 2-WAY
500 West 18th Street, Suite 200
Cheyenne, WY 82001-4368
307.634.7647
VERTICAL CLEANOUT
SOLENOID VALVE
THE INSTALLATION OR REMOVAL OF DUCTS, PIPES AND EQUIPMENT MAY REQUIRE THE
REMOVAL OF EXISTING WALLS AND CEILINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PATCHING AND REPAIRING THESE WALLS AND/OR CEILINGS SO THEY MATCH THE
EXISTING WHERE NOT REPLACED UNDER ARCHITECTURAL DIVISION.
3.
ALL FIXTURES AND EQUIPMENT REMOVED, AND NOT REUSED, ARE TO BE RETURNED TO
OWNER.
Mechanical, Electrical & Energy Consultants
7600 East Orchard Road, Suite 250-S
Greenwood Village, CO 80111-2518
303.796.6000
www.mkkeng.com
HVAC DUCTWORK
4.
PATCH OPENINGS (AIR TIGHT) IN DUCTS WHICH ARE TO REMAIN ACTIVE AND HAVE HAD A
SECTION REMOVED. ALSO REPAIR DUCT INSULATION SO THAT IT IS CONTINUOUS.
5.
INFORMATION ON THE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS
AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD
ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO BID,
AND BECOME FAMILIAR WITH THE EXTENT OF THE REMODEL WORK REQUIRED. NO
EXTRAS WILL BE ALLOWED FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO
ACHIEVE THE END RESULT AS INDICATED BY CONTRACT DOCUMENTS.
6.
CONTRACTOR TO SEAL ALL AUDIBLE AND VISIBLE LEAKS ON ALL REUSED SUPPLY
DUCTWORK.
7.
CONTRACTOR IS TO PROVIDE COMPLETE CONNECTIONS TO ALL NEW AND RELOCATED
OWNER FURNISHED EQUIPMENT.
8.
ALL PIPING AND DUCTS INDICATED TO BE REMOVED UNDER THIS CONTRACT SHALL BE
REMOVED COMPLETELY TO POINTS OF CONNECTION AT THE MAINS OR BRANCHES AND
CAPPED.
9.
WORK UNDER THIS CONTRACT IS IN OCCUPIED SPACES, STORAGE ROOMS AND
EQUIPMENT ROOMS. CONTRACTOR IS TO SCHEDULE AND COORDINATE THE WORK AND
ANY EXISTING EQUIPMENT DOWNTIME WITH THE OWNER OR PROPERTY MANAGER PRIOR
TO BEGINNING WORK.
175 North 27th Street, Suite 1312
Billings, MT 59101-2048
406.256.1141
MANUAL AIR VENT
FIRE DAMPER
AUTOMATIC AIR VENT
S
SMOKE DAMPER
PRESSURE - TEMP. TAP
FS
COMBINATION FIRE / SMOKE DAMPER
CONTROLS LEGEND
(SYMBOLS LOCATED IN TC SCHEMATICS)
DP
FLOW
PRESSURE GAUGE W/ PIG TAIL & COCK
REF
TURNING VANES SHOWN IN 90° ELBOW.
REFRIGERENT DETECTOR
CONTROL WIRING
THERMOMETER
HI
CONTROL AIR PIPING
PIPE EXPANSION JOINT
TEMPERATURE CONTROL
DAMPER (T.C.)
OPPOSED BLADE DAMPER ( O.B.D. )
FLEXIBLE PIPE CONNECTOR (STAINLESS STEEL BRAIDED)
M
FLEXIBLE EQUIPMENT CONNECTOR (RUBBER DOUBLE BELLOWS)
24/12
PIPE UNION
MAIN AIR
DUCT SIZES ARE OUTSIDE SHEET METAL DIMENSIONS. 1st
NO. IS SIZE OF SURFACE SHOWN. 2nd NO. IS DUCT DEPTH.
LETTERS AFTER DIM. CORRESPOND TO FOLLOWING:
ANALOG INPUT OR
OUTPUT SYMBOL
FLOW
T
AIR FLOW MEASURING
STATION
H
HUMIDISTAT/HUMIDITY SENSOR
ICE
SNOW/ICE SENSOR
CO
CARBON MONOXIDE SENSOR
CO2
CARBON DIOXIDE SENSOR
NO2
NITROGEN DIOXIDE SENSOR
FILTER
COIL
C
SECTION THRU OUTSIDE AIR INTAKE OR
SUPPLY AIR DUCT
SECTION THRU RETURN AIR OR
EXHAUST DUCT
T
VARIABLE FREQUENCY DRIVE
SUPPLY AIR DUCT DOWN
BFV
3-WAY
BUTTERFLY
VALVE
FLEXIBLE CONNECTION
M
END SWITCH
12. CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING BID, AND VERIFY DIMENSIONS
AND EXISTING CONDITIONS RELATED TO THE WORK.
SWITCH
13. ALL EXISTING EQUIPMENT AND MATERIALS CALLED TO BE REMOVED UNDER THIS
CONTRACT SHALL BE REMOVED FROM OCCUPIED SPACES DAILY.
FLOW SWITCH
HAND HELD
OPERATORS TERMINAL
LAP TOP
WORK STATION
DUCT AVERAGING TEMPERATURE
SENSOR
2-WAY
BUTTERFLY
VALVE
M
S
EMERGENCY PULL SWITCH
BINARY INPUT OR
OUTPUT SYMBOL
MOD
LU
PS
MODULATING 3-WAY &
2-WAY VALVES
HI
MODEM
LO
PRINTER
2P
FLEXIBLE DUCT
2P
F
D
HI
2 POSITION 3-WAY &
2-WAY VALVES
DUCT SMOKE DETECTOR
LO
DSP
DUCT STATIC
PRESSURE SENSOR
BSD
BUILDING STATIC
PRESSURE SENSOR
LO
LT
14. ALL CUTTING, PATCHING AND CORE DRILLING FOR THE INSTALLATION OF NEW
EQUIPMENT, DUCTS, HANGERS, ETC. SHALL BE HELD TO A MINIMUM AND BE
ACCOMPLISHED IN A CAREFUL MANNER. ALL PATCHING SHALL MATCH EXISTING
CONSTRUCTION, TEXTURE AND FINISH AND BE DONE BY SKILLED CRAFTSMAN OF THE
TRADES INVOLVED AT THE CONTRACTOR'S EXPENSE.
15. CONTRACTOR TO COORDINATE THE LOCATION OF ALL DUCTWORK, CEILING DEVICES,
GRILLES, REGISTERS AND DIFFUSERS WITH REFLECTED CEILING PLAN AND STRUCTURE
PRIOR TO BEGINNING WORK.
16. DUCT DIMENSIONS GIVEN ARE OUTSIDE SHEET METAL DIMENSIONS.
17. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY
REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS.
TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT
DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY
ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE
SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER.
18. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY
PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR
PROCEDURES REQUIRED TO PERFORM HIS WORK.
WATER DIFFERENTIAL PRESSURE
SENSOR/CONTROLLED
CPU
19. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES,
LOCAL CODES AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION
DOCUMENTS.
MONITOR
20. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERPROOF.
COMPUTER UNIT
21. XX-## REFERS TO EQUIPMENT DESIGNATION. SEE SPECIFICATIONS AND EQUIPMENT
SCHEDULES FOR FURTHER INFORMATION IN REFERENCE TO THAT DESIGNATED PIECE OF
EQUIPMENT.
HI
LOW TEMPERATURE
DETECTION THERMOSTAT
T
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
CONSULTING ENGINEERS, INC.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
10. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING, COORDINATE ANY EQUIPMENT
DOWNTIME, AND COORDINATE GENERAL WORK SCHEDULE WITH THE PROPERTY
MANAGER.
11. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE EXISTING EQUIPMENT
LOCATIONS, EXISTING PIPE ROUTING AND EXISTING DUCT ROUTING. CONTRACTOR IS TO
INSTALL NEW EQUIPMENT, DUCTS, AND PIPING IN LOCATIONS REQUIRED TO AVOID
INTERFERENCE WITH EXISTING FACILITIES, EQUIPMENT, DUCTS AND PIPING.
CONTRACTOR IS RESPONSIBLE FOR RAISING AND LOWERING EXISTING EQUIPMENT AND
MAKING PROPER OFFSETS IN DUCTS AND PIPING TO AVOID CONFLICTS.
T
BFV
BACKDRAFT DAMPER
ES
ROOM THERMOSTAT/TEMP SENSOR
SUBSCRIPTS:
S - W/STAINLESS STEEL COVER
A - W/SETPOINT ADJUSTMENT
I - W/TEMP INDICATION
AI - W/TEMP AND ADJUSTMENT
G - W/LOCKING GUARD
N - NIGHT
OA, RA OR EXH DUCT DOWN
CHANGE OF ELEVATION UP (UP) DOWN (DN) IN
DIRECTION OF AIR FLOW
EMER
FS
MOTOR
STARTER
VFD
XXX
XXX
REMOTE BULB
SENSOR/CONTROLLER
RETURN/TRANSFER/EXHAUST AIR TAG. SEE SCHEDULE
FOR TYPE.
RETURN AIR GRILLE W/SOUND BOOT
SHADING INDICATES OPEN END
XXX
XXX
FAN
SUPPLY DIFFUSER. ALL DIFFUSERS FOUR-WAY THROW
UNLESS NOTED OR THROWS SHOW IN PLAN. SEE
SCHEDULE FOR TYPE.
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
CURRENT TRANSFORMER
GAUGE
PUMP
Ø - ROUND DUCTWORK
D - DOUBLE WALL CONSTRUCTION
UL - UNLINED DUCTWORK
V - OVAL DUCTWORK
UP
LOW
CT
DAMPER ACTUATOR
PIPE CAP
DIFFERENTIAL PRESSURE
SENSOR
ON DEMOLITION PLANS EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN
HEAVY LINE WEIGHT, EXISTING MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE
WEIGHT. ON ALL OTHER PLANS NEW MECHANICAL SYSTEMS ARE SHOWN HEAVY LINE
WEIGHT.
2.
50 years and counting!
NON-POTABLE WATER
CHECK VALVE
BALL VALVE
DOMESTIC HOT WATER ( TEMP. SHOWN )
DOMESTIC HOT WATER CIRCULATING
SHUT-OFF VALVE
CALIBRATED BALANCING SHUT-OFF VALVE.
1.
WATER TEMPERATURE SENSOR
WITH WELL
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
HEATING WATER SUPPLY
JORDAN TECHNICAL
HWS
SA-1527 JORDAN TECHNICAL CENTER
PIPING
ABBREVIATIONS
AFF
AFG
ALT
BHP
BTU
C
CFM
SCFM
CU FT
CU IN
Cv
dB
DB
DCW
DEG OR °
DHW
DIA
DN
(E)
EAT
EFF
ELEV
ESP
EWT
EXH
F
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ALTITUDE
BRAKE HORSEPOWER
BRITISH THERMAL UNIT
COMMON PORT
CUBIC FEET PER MINUTE
CFM, STANDARD CONDITIONS
CUBIC FEET
CUBIC INCH
COEFFICIENT, VALVE FLOW
DECIBEL
DRY BULB
DOMESTIC COLD WATER
DEGREE
DOMESTIC HOT WATER
DIAMETER
DOWN
EXISTING
ENTERING AIR TEMP.
EFFICIENCY
ELEVATION
EXTERNAL STATIC PRESSURE
ENTERING WATER TEMP.
EXHAUST
FAHRENHEIT
FLA
FPM
FPS
FT
FU
GA
GAL
GPH
GPM
HD
HG
HGT
HORZ
HP
HR
HWC
HZ
ID
IE
IJS
IN
IN W.C.
KW
KWH
LAT
LBS OR #
FULL LOAD AMPS
FEET PER MINUTE
FEET PER SECOND
FOOT, FEET, FEET WATER COLUMN
FIXTURE UNITS
GAUGE
GALLONS
GALLONS PER HOUR
GALLONS PER MINUTE
HEAD
MERCURY
HEIGHT
HORIZONTAL
HORSEPOWER
HOUR(S)
HOT WATER CIRCULATING (DOMESTIC)
HERTZ
INSIDE DIAMETER
INVERT ELEVATION
IN JOIST SPACE
INCHES
INCHES IN INCHES WATER COLUMN
KILOWATT
KILOWATT HOUR
LEAVING AIR TEMPERATURE
POUNDS
LF
LRA
LWT
MAX
MBH
MCA
MIN
N/A
N.C.
N.O.
NC
NIC
NO OR #
NTS
OA
OD
%
PH OR Ø
PPM
PRESS
PSF
PSI
PSIA
PSIG
RA
RECIRC
LINEAR FEET
LOCKED ROTOR AMPS
LEAVING WATER TEMPERATURE
MAXIMUM
BTU PER HOUR (THOUSAND)
MINIMUM CIRCUIT AMPS
MINIMUM
NOT APPLICABLE
NORMALLY CLOSED
NORMALLY OPEN
NOISE CRITERIA
NOT IN CONTRACT
NUMBER
NOT TO SCALE
OUTSIDE AIR
OUTSIDE DIAMETER
PERCENT
PHASE (ELECTRICAL)
PARTS PER MILLION
PRESSURE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PSI ABSOLUTE
PSI GAUGE
RETURN AIR
RECIRCULATE
RH
RLA
RPM
SA
SENS
SL
SP
SPEC
SQ
STD
TD
TEMP
THRU
TJO
TONS
TSP
TSTAT
TYP
V
VAV
VEL
VERT
VOL
W
WB
WPD
WT
RELATIVE HUMIDITY
RUNNING LOAD AMPS
REVOLUTIONS PER MINUTE
SUPPLY AIR
SENSIBLE
SEA LEVEL
STATIC PRESSURE
SPECIFICATION
SQUARE
STANDARD
TEMPERATURE DIFFERENCE
TEMPERATURE
THROUGH
THROUGH JOIST OPENINGS
TONS OF REFRIGERATION
TOTAL STATIC PRESSURE
THERMOSTAT
TYPICAL
VOLT
VARIABLE AIR VOLUME
VELOCITY
VERTICAL
VOLUME
WATT
WET-BULB
WATER PRESSURE DROP
WEIGHT
DATE
PROJECT NO.
DATE
REVISION/ISSUE
SA-1227
FEBRUARY 2 2016
DRAWN BY
---
CHECKED BY
---
SHEET DESCRIPTION
MECHANICAL
COVER SHEET
11/9/2015 4:39:56 PM
SHEET NUMBER
M0.00
FLAG NOTES (THIS SHEET):
1.
EXISTING TRENCH DRAIN TO REMAIN. POWER
WASH INSIDE OF TRENCH DRAINS. AUGER WASTE
LINES DOWNSTREAM EXISTING WASTE PIPING
LOCATED IN SLAB FROM ALL TRENCH DRAINS.
2.
EXISTING SOIL INTERCEPTOR TO REMAIN.
CONTRACTOR SHALL CLEAN INTERCEPTOR AND
AUGER WASTE LINES DOWN STREAM OF
INTERCEPTOR.
3.
EXISTING HOT WATER UNIT HEATER TO BE
REMOVED. MAINTAIN EXISTING HEATING WATER
MAINS AND BRANCHES.
4.
EXISTING BOILER TO REMAIN.
5.
EXISTING WATER HEAT TO REMAIN.
6.
EXISTING EXHAUST FAN TO BE REMOVED.
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
CONSULTING ENGINEERS, INC.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
1-1/4"
3/4"
1-1/2"
2"
1/2"
1-1/2"
4
B-1
2"
1-1/4"
P-1
5 WH-1
1"
FS-1
UH-6
3
3
UH-1
TD-1
3"
1
2"
3"
1
SAN
2
3
UH-2
UH-5
1-1/2"
1-1/2"
SAN
TD-1
3"
HWS HWR
1
HWS HWR
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
3
DATE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
2"
TD-1
JORDAN TECHNICAL
SA-1527 JORDAN TECHNICAL CENTER
HWS HWR
SAN
HWS HWR
1-1/2"
REVISION/ISSUE
3"
PROJECT NO.
TD-1
DATE
UH-4
UH-3
6
3
SA-1227
1
6
3
FEBRUARY 2 2016
DRAWN BY
---
CHECKED BY
---
SHEET DESCRIPTION
MECHANICAL
DEMO
FLOOR PLAN
11/9/2015 4:39:56 PM
SHEET NUMBER
NORTH
MECHANICAL DEMO FLOOR PLAN
SCALE:
3/32" = 1'
1
M1.01
FLAG NOTES (THIS SHEET):
1.
EXISTING BOILER TO REMAIN.
2.
EXISTING WATER HEATER TO REMAIN.
3.
UH-#, NEW HOT WATER UNIT HEATER, SEE SCHEDULE FOR
CAPACITIES AND PIPING DETAIL FOR CONNECTION
REQUIREMENTS. MOUNT UNIT HEATER WITH BOTTOM AT
± 16'-0" A.F.F. CONTRACTOR SHALL COORDINATE EXACT
HEIGHT WITH OWNER, ENGINEER AND ARCHITECT.
4.
EC-#, NEW EVAPORATIVE COOLER, SEE SCHEDULE FOR
CAPACITIES AND PIPING DETAIL FOR CONNECTION
REQUIREMENTS.
5.
EF-#, NEW EXHAUST FAN, SEE SCHEDULE FOR CAPACITIES
AND DETAIL FOR DUCTING REQUIREMENTS.
6.
BFP-1, NEW REDUCED PRESSURE BACKFLOW PREVENTER FOR
GREENHOUSE IRRIGATION. SEE PLUMBING FIXTURE
SCHEDULE FOR ADDITIONAL INFORMATION. ROUTE DRAIN
TO FLOOR SINK. PROVIDE LINE SIZE PRV DOWN STREAM OF
BFP-1, SET OUT LET PRESSURE AT 45 PSIG. TYPICAL.
7.
ZV-#, IRRIGATION ZONE VALVE, SEE PLAN FOR ZONE
NUMBER AND ZONE VALVE SCHEDULE FOR ADDITIONAL
INFORMATION. TYPICAL
6 BFP-1
8.
HR-1, HOSE REEL, SEE PLUMBING FIXTURE SCHEDULE FOR
ADDITIONAL INFORMATION.
2 WH-1
E1
15
72/48
9.
S-1, SINK WITH SI-1, SOLIDS SEPARATOR, SEE PLUMBING
FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.
NP
10. ROUTE 3/4” NP WATER LINE DOWN IN CORNER OF
GREENHOUSE, PENETRATE EXTERIOR WALL, ROUTE OUTSIDE
AND CONNECT TO EACH EC.
1-1/4"
3/4"
1-1/2"
2"
1/2"
1-1/2"
1
B-1
16
2"
14
P-1
13
FS-1
1"
NP
11
3/4" TO S-1
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
CONSULTING ENGINEERS, INC.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
3"
A
S-1
EF-1
1"
1"
1"
11. EF'S VFD'S
5
12. EC'S VFD
1-1/2"
13. EXISTING GREENHOUSE CONTROL PANEL - SEE CONTROL
SEQUENCE FOR WORK REQUIRED.
8
3
UH-2
2"
14. 44"Ø UP, SEE M2.02 FOR CONTINUATION.
B
B
HR-1
UH-1 3
15. MOUNT BOTTOM OF GRILLE AT 14'-0" A.F.F.
H
H
3/4"
HWS HWR
NP
SAN
NP
NP
HWS HWR
CF-1
CF-1
ZV-2A
ZV-2B
ZV-1A
ZV-1B
ZV-5B
ZV-5A
16. RELOCATE EXISTING CONTROL CONDUITS TO ALLOW
EXHAUST AIR GRILLE TO BE INSTALLED UNENCUMBERED
HB-1
HB-1
ZV-3A
ZV-3B
17. PROVIDE NETAFIM MODEL VN-BL SPRINKLER HEAD 3'-0" ON
CENTER. MOUNT HEADS 3'-0" ABOVE TABLE TOP. TYPICAL.
FROM ZONE VALVE TO HEAD USE NETAFIM 3/4" PE PIPING.
PROVIDE CONTINUOUS SUPPORT FOR PIPING OVER TABLES.
18. FLOOR SINK FS-1. REFER TO SCHEDULE FOR MORE
INFORMATION, CONTRACTOR SHALL INSTALL 2" AIR
ADMITTANCE VALVE AAV-1, REFER TO SCHEDULE FOR MORE
INFORMATION.
3"
EE-1
TD-1
ZV-8B
ZV-8A
CF-1
8
B
CF-1
ZV-6B
ZV-6A
HR-1
ZV-7B
ZV-7A
H
B
ZV-4B
ZV-4A
H
KEEP TOP HORIZONTAL
UNISTRUT AS ONE STRIP
ACROSS ALL DUCTS
HB-1
HB-1
60/86 GRILLE
SAN
3
11/9/2015 4:39:56 PM
UH-3 3
INSTALL UNISTRUT
FRAME PER EC-#
28/37
GLASS
8
96"
36"
H
B
CF-1
H
60"
HR-1
CF-1
B
BLOCK WALL
HB-1
HB-1
1-1/2"
1-1/2"
ZV-9B
ZV-9A
ZV-11B
ZV-11A
CF-1
CF-1
REVISION/ISSUE
B
HR-1
H
B
DATE
3
UH-6
8
UH-5 3
HWS HWR
NP
SAN
SCALE: NO SCALE
ZV-13B
ZV-13A
3"
NP
HWS HWR
SECTION A
ZV-12B
ZV-12A
TD-1
NP
60"
4" CONCRETE PAD
7
ZV-10B
ZV-10A
H
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
UH-4
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
9
TD-1
JORDAN TECHNICAL
SI-1
SAN
SA-1527 JORDAN TECHNICAL CENTER
SAN
HB-1
HB-1
CF-1
CF-1
PROJECT NO.
3"
18
TD-1
DATE
SA-1227
FEBRUARY 2 2016
12
S1
21,670
12
S1
21,670
M
S1
21,670
12
M
NP
D
10
M
AAV-1
DRAWN BY
---
CHECKED BY
---
SHEET DESCRIPTION
NEW
MECHANICAL
PLAN
28/37, (TYP.)
EC-1 4
EC-2 4
EC-3 4
SHEET NUMBER
A
M2.01
NORTH
MECHANICAL FLOOR PLAN
SCALE:
3/32" = 1'
1
M2.01
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
FLAG NOTES (THIS SHEET):
1.
2.
44" DOWN THROUGH ROOF INTO MECHANICAL ROOM.
FIELD ROUTE DUCT PENETRATION THROUGH ROOF TO
PENETRATE BETWEEN AND CLEAR EXHAUST AND INTAKE
STACKS FOR EXISTING BOILER. FIELD ROUTE TO PENETRATE
WALL ABOVE HHW PIPING PENETRATION THROUGH WALL
INTO GREENHOUSE.
CONSULTING ENGINEERS, INC.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
44"Ø
1
EF-2
EF-#, NEW EXHAUST FAN, SEE SCHEDULE FOR CAPACITIES
AND DETAIL FOR DUCTING REQUIREMENTS.
DATE
PROJECT NO.
DATE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
JORDAN TECHNICAL
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
SA-1527 JORDAN TECHNICAL CENTER
2
REVISION/ISSUE
SA-1227
FEBRUARY 2 2016
DRAWN BY
---
CHECKED BY
---
SHEET DESCRIPTION
MECHANICAL
ROOF
PLAN
11/9/2015 4:39:56 PM
SHEET NUMBER
NORTH
MECHANICAL ROOF PLAN
SCALE:
3/32" = 1'
1
M2.02
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
CONSULTING ENGINEERS, INC.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
1-1/2"
v
3/4"
N
O
TI
UA
IN
01 NT
2. O
M C
E R
SE FO
(E
LL
N
AI
DR
FI
E
LV
VA
D
1
SL
O
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-2
SC
NP
NP
SAN
ID
CH
NO
EN
LE
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SO
SI-
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FS
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V WA
R
P EE VE
R L
TH L VA
FIL
FS
-1
1
NP
SL
-3
SC
PE
O
FLAG NOTES (THIS SHEET):
1.
CONNECT WASTE LINE DOWNSTREAM OF TRENCH DRAIN CONNECTION.
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
IDE
S
N
I
IDE
S
T
OU
NOTE:
SUPPORT ALL PIPING INSIDE AND OUTSIDE FROM FLOOR AND HOUSEKEEPING PAD WITH UNISTRUT
EVAPORATIVE COOLER ISOMETRIC
S-1 AND SI-1 ISOMETRIC
SCALE: N.T.S.
SCALE: N.T.S.
DATE
PROJECT NO.
DATE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
-1
1
S-
-1
SC
N
IO
UN
SA
SA-1527 JORDAN TECHNICAL CENTER
N
TIO
A
L
ISO.)
L
UA, (TYP
N
MALVE
VA
E
OP
L
S
E
OP
L
S
.)
P
Y
, (T
JORDAN TECHNICAL
NP
REVISION/ISSUE
SA-1227
FEBRUARY 2 2016
DRAWN BY
---
CHECKED BY
---
SHEET DESCRIPTION
MECHANICAL
ISOMETRICS
11/9/2015 4:39:56 PM
SHEET NUMBER
MECHANICAL ISOMETRICS
SCALE:
N.T.S.
1
M3.01
IRRIGATION VALVE SCHEDULE
ITEM
SERVICE
VALVE
SIZE
CONNECTION MANUFACTURER &
SIZE
MODEL #
IN. X IN.
NOTES:
GRILLES, REGISTERS, & DIFFUSERS SCHEDULE
ZV-1A
TABLE 1 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-1B
TABLE1 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-2A
TABLE 2 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-2B
TABLE 2 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
S1
SUPPLY REGISTER
86/60
---
NO
ZV3A
TABLE 3 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
E1
SUPPLY REGISTER
72/48
---
NO
ZV-3B
TABLE 3 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-4A
TABLE 4 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-4B
TABLE 4 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-5A
TABLE 5 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-5B
TABLE 5 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-6A
TABLE 6 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-6B
TABLE 6 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
CONTROLS:
ZV-7A
TABLE 7 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
THE GREENHOUSE HAS BEEN PROVIDED WITH A LINK4 CUSTOM
GREENHOUSE CONTROL SYSTEM. THE MODIFICATIONS AND
ADDITIONAL MECHANICAL EQUIPMENT SHALL BE CONTROLLED
FROM THIS PANEL EXCEPT AS NOTED BELOW.
ZV-7B
TABLE 7- FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-8A
TABLE 8 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-8B
TABLE 8 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZONE VALVES
ZV-9A
TABLE 9 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-9B
TABLE 9 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-10A TABLE 10 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-10B TABLE 10 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-11A TABLE 11 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-11B TABLE 11 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
CONNECT ALL NEW ZONE VALVES TO EXISTING LINK4
CONTROLLER.
UNIT HEATER:
UTILIZE EXISTING CONTROLS FOR EACH UNIT HEATER; RELOCATE
EXISTING CONTROL CONNECTION TO NEW CONNECTIONS FOR
EACH UNIT HEATER.
EQUIP
TAG
TYPE
FACE
SIZE
IN.
MOUNTING
TYPE
DAMPER
MATERIAL
REQUIRED
MANUFACTURER &
MODEL
PLAN INFO
XXXX
XXXX
SPECIFIC
NOTES
ALUM
KRUEGER AF880
NECK / CFM
ALUM
KRUEGER AF880
NECK / CFM
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
UNIT HEATER SCHEDULE
ITEM
TYPE
CFM
MBH
HEATING WATER
%
EWT LWT
GPM
°F
°F
GLY
AIR
WPD EAT
FT
F
LAT
F
MOTOR DATA
HP
V-PH
PIPE
SIZE
IN
MANUFACTURER &
MODEL #
NOTES
CONTROLS
CONSULTING ENGINEERS, INC.
UH-1
VERT
2220
97.0
180
160
0
9.7
0.8
50
100
1/6
115/1
1-1/4
TRANE P146
IRRIGATION SYSTEM
UH-2
VERT
2220
97.0
180
160
0
9.7
0.8
50
100
1/6
115/1
1-1/4
TRANE P146
IRRIGATION SYSTEM
UH-3
VERT
2220
97.0
180
160
0
9.7
0.8
50
100
1/6
115/1
1-1/4
TRANE P146
IRRIGATION SYSTEM
UH-4
VERT
3200
133.0
180
160
0
13.3
1.3
50
100
1/4
115/1
1-1/4
TRANE P202
IRRIGATION SYSTEM
UH-5
VERT
3200
133.0
180
160
0
13.3
1.3
50
100
1/4
115/1
1-1/4
TRANE P202
IRRIGATION SYSTEM
UH-6
VERT
3200
133.0
180
160
0
13.3
1.3
50
100
1/4
115/1
1-1/4
TRANE P202
IRRIGATION SYSTEM
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
NOTES:
EVAPORATIVE COOLER SCHEDULE
1/29/2016
ZV-12A TABLE 12 -SPRAY
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
ITEM
2-WAY
ZV-12B TABLE 12 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-13A TABLE 13 -SPRAY
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
ZV-13B TABLE 13 - FUTURE DRIP
3/4
3/4 X 3/4
NETAFIM SERIES 80 CONTROL VALVE
2-WAY
SERVICE
CFM
CONTROL
VALVE.
SUPPLY AIR FAN DATA
FAN
ESP
RPM
MOTOR DATA
TYPE
IN. WC
HP
V-PH
STRTR
@ ALT
MAX
VEL
FPM
DIRECT EVAPORATIVE COOLER DATA
SENS.
EAT
LAT
GPH
MAX dP
CAP
°F
°F
AIR
MBH
DB/WB
DB/WB
IN
OP
WGT
LBS
MANUFACTURER
& MODEL NO.
NOTES
EC-1
GREENHOUSE
21670
CENT
0.1
380
7.5
460-3
VFD
500
462
97.7/62.8
69/62
55
0.05
1400
ESSIC AS20012B/20012W
EC-2
GREENHOUSE
21670
CENT
0.1
380
7.5
460-3
VFD
500
462
97.7/62.8
69/62
55
0.05
1400
ESSIC AS20012B/20012W
EC-3
GREENHOUSE
21670
CENT
0.1
380
7.5
460-3
VFD
500
462
97.7/62.8
69/62
55
0.05
1400
ESSIC AS20012B/20012W
CONTROLS
NOTES:
~ ~
RETURN
SUPPLY
FAN SCHEDULE
1/29/2016
ITEM
TYPE
AREA
SERVED
EXHAUST FANS:
EXISTING EXHAUST FANS ARE BEING REMOVED; NEW EXHAUST
FANS ARE BEING LOCATED ON THE OPPOSITE END OF THE
GREEN HOUSE. CONTROL OF EXHAUST FANS SHALL BE FROM
THE SAME CONTROLLER AS THE EVAPORATIVE COOLERS.
EXHAUST FAN MODULATION SHALL BE IN RESPONSE TO
EVAPORATIVE COOLER FAN MODULATION, THE SPACE SHALL BE
MAINTAINED AT A 0.03” WG NEGATIVE WITH RESPECT TO THE
OUTDOORS. NEITHER FAN SHALL BE ALLOWED TO OPERATE AT
LESS THAN 20% FLOW (HERTZ).
UNIT HEATER PIPING
DETAIL
CFM
FAN
RPM
ESP
INWC
DRIVE
TYPE
dBA/
SONES
BHP
MOTOR DATA
H.P.
RPM
V-PH
MANUFACTURER
& MODEL NO.
NOTES
STRTR
OP WT
LBS
EF-1
UTILITY SET
GREENHOUSE
17000
1119
0.25
BELT
79.0
7.9
10
1750
460-3
VFD
67
COOK CPS-300
1
EF-2
WALL PROPELLER
GREENHOUSE
45000
500
0.25
BELT
52.0
5.3
7 1/2
1750
460-3
VFD
904
COOK 60XMWH
2
CF-1
CAGED PROPPELLER
GREENHOUSE
6000
800
0
DIRECT
66
-
1/4
800
115-1
MAN
53
COOK CAC-ACH
CONTROLS
NOTES:
1. ROOF CURB, BACKDRAFT DAMPER, BIRDSCREEN, AND DISCONNECT SWITCH.
NO SCALE
2. INLET GUARD, MOTORIZED DAMPER, BIRDSCREEN, AND DISCONNECT SWITCH.
PLUMBING FIXTURE AND EQUIPMENT SCHEDULE
PLAN
FIXTURE
CODE
ICC/ANSI A117.1
MANUFACTURER
SERIES
TRIM
SERIES
SUPPLIES
AIR ADMITTANCE VALVE
---
DRAIN
CW
WASTE
COMPLIANT #
AAV-1
TRAP /
STUDOR
MINI-VENT
HW /
WASTE
VENT
TEPID
WATER
NOTES / REMARKS
CONSUMPTION
---
---
---
---
---
---
---
---
2"
---
PROVIDE VENTED WALL BOX
---
---
INTEGRAL
---
---
SEE
---
---
---
---
W/MANUFACTURER'S MATCHING
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
MAXI-VENT
BFP-1
REDUCED PRESSURE
---
FEBCO
PRIN. BACKFLOW PREVENTOR
EE-1
EMERGENCY EYE
860 / 860U
1/2" - 2"
---
GUARDIAN
G1825
PLANS
---
---
WASH, PEDESTAL MOUNTED
EE-MV-1
EYE WASH
FLOOR SINK
HOSE BIBB
HB-2
P-TRAP
INTEGRAL
---
3/4"
2"
1 1/2"
---
PROVIDE W/EE-MV-1
---
---
3/4"
3/4"
---
---
---
ANSI Z358.1-2004 COMPLIANT
P-TRAP
INTEGRAL
---
---
3"
2"
---
FULL , 1/2 GRATE
VALVE
---
GUARDIAN
G3600
---
---
MIXING VALVE
FS-1
W/ISO.
AIR GAP DRAIN
W/ISO.
VALVE
---
---
J.R. SMITH
3060
JOSAM
49520A-NB
CHICAGO
952-CP
---
---
---
ROUND, MEDIUM DUTY
---
---
FAUCET
W/ISO.
---
---
3/4"
---
---
---
---
1, CHROME PLATED
VALVE
HR-1
HOSE REEL
---
HANNAY
FN716-19-20J
---
---
---
---
---
3/4"
---
---
---
---
PROVIDE 50 FT, 1/2" HOSE
PRV-1
WATER PRESSURE
---
WATTS
223
---
---
W/ISO.
---
---
SEE
---
---
---
---
1, W/STRAINER, PRESSURE
REDUCING VALVE
SI-1
SOLIDS INTERCEPTOR
S-1
SS SCULLERY SINK
VALVE
---
---
FM
SA-1
SHOCK ABSORBER
---
J.R. SMITH
8714
JUST
SB-260-24LR
W/ 2 J-35 BLA STOPS
12" DEPTH
JOSAM
75000
---
---
W4W-L9E1-369AB-317-PR
CHICAGO
---
W/STOPS
613-A ADAPTA FACUET SPRAYER CHROME
---
---
(WTR-HAMMER ARRESTERS)
LEGEND:
PLANS
---
CP.
---
---
---
SEE
SEE
PLANS
PLANS
---
LK35
1/2"
1/2"
2"
1 1/2"
1.5 GPM
2, 2 FAUCETS; 2 SETS OF SUPPLIES;
PUNCH HOLES TO MATCH FAUCET
---
SEE
SEE
---
---
---
1
PLANS
PLANS
CH = CHILD HEIGHT, CM = CEILING MOUNTED, CP = CHROME PLATED, CT = COUNTERTOP, FM = FLOOR MOUNTED, FV = FLUSH VALVE, PA = PRESSURE ASSIST, SS = STAINLESS STEEL,
TP = PROVIDE TRAP PRIMER (TP-1) ADJACENT TO FIXTURE, WM = WALL MOUNTED (PROVIDE WITH A FLOOR MOUNTED CONCEALED CARRIER), UCT = UNDER COUNTERTOP
PROJECT NO.
DATE
GENERAL NOTES:
1. WHERE FIXTURE/EQUIPMENT MODEL NUMBERS ARE GIVEN THESE ARE FOR REFERENCE ONLY. WRITTEN
2.
3.
4.
5.
SPECIFICATION REQUIREMENTS AND SCHEDULE NOTES HOLD PRESIDENCE. THE MORE STRIGENT SHALL APPLY
SEE ARCHITECTURAL DWGS FOR MOUNTING HEIGHTS ON ALL WALL MOUNTED FIXTURES/EQUIPMENT,
ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ANY VALUES WITHIN THIS SCHEDULE.
THE MINIMUM WASTE/VENT PIPE SIZE FOR BURIED PIPE SHALL BE 2".
ALL ACCESIBLE FIXTURES SHALL COMPLY WITH ICC/ANSI A117.1 (ADA), REFERENCE ARCH DWGS FOR SPECIFIC LOCATIONS. SEE NOTE #
ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
REVISION/ISSUE
---
P-TRAP
---
DATE
GUAGE & RELIEF VALVE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
WHEN INSIDE AIR TEMPERATURE IS ABOVE 79 DEG. F (ADJ.) AND
OUTSIDE AIR TEMPERATURE IS ABOVE 75 DEG. F (ADJ.)
EVAPORATIVE COOLER ISOLATION DAMPERS SHALL BE OPENED,
EVAPORATIVE COOLERS FANS SHALL BE ENABLED AND
MODULATED BETWEEN 20% TO FULL AIRFLOW TO MAINTAIN
SPACE TEMPERATURE AT 80 DEG. F. (ADJ.). WHEN OUTDOOR AIR
CANNOT SATISFY SPACE TEMPERATURE SETPOINT, THE
NON-POTABLE SUPPLY WATER ISOLATION VALVE SHALL BE
OPENED AND THE DRAIN ISOLATION VALVE SHALL BE CLOSED.
EVAPORATIVE COOLER FANS SHALL AGAIN BE MODULATED
BETWEEN 20% TO FULL AIRFLOW TO MAINTAIN SPACE
TEMPERATURE.
3/4
JORDAN TECHNICAL
PROVIDE A STANDALONE CONTROLLER FOR THE EVAPORATIVE
COOLER AND EXHAUST FAN SYSTEM.
SA-1527 JORDAN TECHNICAL CENTER
EVAPORATIVE COOLERS:
# WHERE NOTED THE PLUMBING FIXTURE, EQUIPMENT AND ASSOCIATED ACCESSORIES
SA-1227
FEBRUARY 2 2016
DRAWN BY
---
CHECKED BY
---
SHALL BE ICC/ANSI A117.1 (ADA) COMPLIANT. EXPOSED CW, HW AND W PIPING ALONG WITH
MIXING VALVE SHALL INSULATED. PIPING WITHIN CASEWORK THAT OPENS FOR FIXTURE
USE IS CONSIDERED EXPOSED.
SHEET DESCRIPTION
MECHANICAL
SCHEDULES AND DETAILS
11/9/2015 4:39:56 PM
SHEET NUMBER
SPECIFIC NOTES:
1. EQUIPMENT AND/OR ISOLATION VALVE SHALL BE CONCEALED (WITHIN ADJACENT WALL OR WITHIN CASEWORK). WHERE LOCATED IN WALL/CEILING COORDINATE FINAL DEVICE AND ACCESS DOOR LOCATION WITH ARCHITECT.
2. PROVIDE WITH ASSE 1070 RATED THERMAL MIXING VALVE (WMV-1) LOCATED DOWNSTREM OF FIXTURE STOPS UNLESS SERVED FROM AN ASSE 1070 RATED GROUP-FIXTURE THERMAL MIXING VALVE.
MECHANICAL ISOMETRICS
SCALE:
N.T.S.
1
M3.02
D.
1.02 EXAMINATION OF PREMISES
VISIT THE PREMISES BEFORE SUBMITTING BID AS NO EXTRAS WILL BE ALLOWED FOR LACK OF
KNOWLEDGE OF EXISTING CONDITIONS. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS
AND SITE CONDITIONS TO THE OWNER PRIOR TO BID.
E.
HANDICAPPED FIXTURES
1.
INSULATION OF PIPES UNDER HANDICAPPED LAVATORIES: INSULATE ANGLE STOP
ASSEMBLIES AND DRAIN LINES WITH FOAM INSERT COVERED WITH 1/8" MINIMUM
ABRASIVE RESISTANT EXTERIOR COVER WITH FASTENERS LOCATED OUT OF SIGHT,
BROCAR TRAP WRAP KIT 500R AND 500HS, OR EQUIVALENT.
FIELD-APPLIED JACKETS
FIELD-APPLIED JACKETS SHALL COMPLY WITH ASTM C 921, TYPE I, UNLESS OTHERWISE
INDICATED.
1.03 CODES AND STANDARDS
COMPLY WITH ALL APPLICABLE CODES, LAWS, INDUSTRY STANDARDS AND UTILITY COMPANY
REGULATIONS.
METAL JACKET:
1.
PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS
THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO,
THE FOLLOWING:
1.04 UTILITIES INTERRUPTIONS
COORDINATE ALL MECHANICAL UTILITY INTERRUPTIONS WITH THE PROPERTY MANAGER. PLAN
WORK SO THAT THE DURATION OF THE INTERRUPTIONS IS KEPT TO A MINIMUM.
SECTION 15600 - HEAT AND REFRIGERATION
1.01 PIPING MATERIALS
A.
PIPING
1.
LOW PRESSURE (124 PSI AND LESS)
LOW TEMPERATURE (249°F AND LESS)
CONTRACTOR'S OPTION, EITHER STEEL OR COPPER FOR WATER PIPE AS OUTLINED
BELOW. ALL FITTINGS TO BE LONG RADIUS PATTERN.
A.
2.
a. ALUMINUM JACKET: COMPLY WITH ASTM B 209, ALLOY 3003, 3005, 3105, OR 5005, TEMPER
H-14.
B.
b. SHEET AND ROLL STOCK READY FOR SHOP OR FIELD SIZING.
c. FINISH AND THICKNESS ARE INDICATED IN FIELD-APPLIED JACKET SCHEDULES.
d. MOISTURE BARRIER FOR OUTDOOR
POLYETHYLENE AND KRAFT PAPER.
APPLICATIONS:
3-MIL-
THICK,
HEAT-BONDED
e. FACTORY-FABRICATED FITTING COVERS:
DESIGNER NOTE:EDIT IF NOT REQUIRED.
C.
1) SAME MATERIAL, FINISH, AND THICKNESS AS JACKET.
1.09 PRODUCT OPTIONS AND SUBSTITUTIONS
A.
SOME MATERIALS ARE SPECIFIED BY MANUFACTURER'S NAME. MATERIALS OF EQUIVALENT
QUALITY MAY BE USED IF EQUIVALENT.
D.
2) PREFORMED 2-PIECE OR GORE, 45- AND 90-DEGREE, SHORT- AND LONG-RADIUS
ELBOWS.
7) VALVE COVERS.
8) FIELD FABRICATE FITTING COVERS ONLY IF FACTORY-FABRICATED FITTING COVERS
ARE NOT AVAILABLE.
END OF SECTION
CONTRACTOR TO BE RESPONSIBLE FOR ANY CHANGES AND COSTS TO ACCOMMODATE ANY
EQUIPMENT EXCEPT THE FIRST NAMED IN THE SPECIFICATION.
1.01 SCOPE OF WORK
DO THE WORK IN ACCORDANCE WITH THE NFPA RECOMMENDATIONS AND COMPLY WITH ALL
JURISDICTIONAL CODES.
1.02
1.12 PROTECTION OF WORK AND PROPERTY
A.
BE RESPONSIBLE FOR THE PROTECTION OF EXISTING FACILITIES WHETHER OR NOT SUCH
FACILITY IS TO BE REMOVED OR RELOCATED. MOVE OR REMOVE ANY FACILITY SO AS NOT TO
CAUSE INTERRUPTION OF THE WORK OR OWNER'S OPERATION.
CLOSE ENDS OF PIPE AND DUCTWORK DURING CONSTRUCTION WITH CAPS OR PLUGS TO
PREVENT ENTRY OF FOREIGN MATERIAL.
C.
1.14
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
1.16 MOTORS
MOTORS SHALL INCLUDE THERMAL OVERLOAD PROTECTION AND SHALL BE GUARANTEED TO
OPERATE CONTINUOUSLY AT FULL LOAD WITH TEMPERATURE RISE IN ANY PART NOT TO EXCEED
NEMA STANDARDS. MOTOR SHALL BE COMMERCIALLY, DYNAMICALLY BALANCED AND TESTED AT
THE FACTORY BEFORE SHIPMENT AND SELECTED FOR QUIET OPERATION.
1.17 STARTERS
PROVIDE STARTERS OF CURRENT AND CAPACITY RATINGS TO SERVE THE MOTOR INTENDED.
STARTERS SHALL BE BUILT AND SIZED IN ACCORDANCE WITH NEMA STANDARDS FOR INDUSTRIAL
CONTROL EXCEPT NO CONTACTORS SHALL BE SMALLER THAN NEMA SIZE 1. ALL THREE PHASE
STARTERS TO
HAVE AN AMBIENT COMPENSATED TRIP FREE, THERMAL OVERLOAD RELAY IN
EACH UNGROUNDED PHASE CONDUCTOR. THERMAL OVERLOAD RELAYS SHALL BE BLOCK TYPE
WITH BUILT-IN HEATERS OR AN ADJUSTABLE DIAL TO SET TO EXACT MOTOR FULL LOAD AMPS.
1.18 FLUSHING, CLEANING AND STERILIZING
BEFORE FINAL CONNECTIONS ARE MADE IN THE PIPING SYSTEMS, SYSTEMS SHALL BE BLOWN
OUT WITH AIR AND THEN COMPLETELY WASHED OUT WITH CLEANING COMPOUNDS COMPATIBLE
WITH FINAL FLUID TO AVOID CONTAMINATION. THE SYSTEMS SHALL THEN BE FLUSHED FOR THE
COMPLETE REMOVAL OF ALL FOREIGN MATERIALS. FURNISH ALL TEMPORARY CONNECTIONS,
VALVES, ETC., REQUIRED FOR THIS PURPOSE.
1.19
AFTER FLUSHING, STERILIZE THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH AWWA
STANDARD C651-85, DISINFECTING WATER MAINS, AND ALL SUBSEQUENT ADDENDA. AFTER
MINIMUM CONTACT PERIOD, FLUSH THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL
CHLORINE IS NO GREATER THAN THE CITY WATER. SUBMIT TO THE ARCHITECT, WRITTEN
CERTIFICATION THAT STERILIZATION HAS BEEN PERFORMED. PROVIDE A COPY TO THE OWNER.
PROVIDE A TEST ANALYSIS BY THE STATE HEALTH DEPARTMENT OF A RANDOM WATER SAMPLE,
IF REQUESTED BY THE ARCHITECT.
HWS/HWR PIPING
1.
ALL HOT WATER SUPPLY LINES AND CIRCULATING WATER LINES INSULATE WITH U.L.
FAN, DRIVE AND MOTOR SECTION
FAN AND DRIVE ASSEMBLIES: STATICALLY AND DYNAMICALLY BALANCED AND DESIGNED FOR
CONTINUOUS OPERATION AT MAXIMUM-RATED FAN SPEED AND MOTOR HORSEPOWER.
SHAFTS: DESIGNED FOR CONTINUOUS OPERATION AT MAXIMUM-RATED FAN SPEED AND
MOTOR HORSEPOWER, AND WITH FIELD-ADJUSTABLE ALIGNMENT. FAN HOUSINGS: STEEL
FRAME AND PANEL. FAN SHAFT BEARINGS: GREASE-LUBRICATED, TAPERED-ROLLER
BEARINGS: SELF-ALIGNING, PILLOW-BLOCK TYPE WITH DOUBLE-LOCKING COLLARS AND
2-PIECE, CAST-IRON HOUSING WITH GREASE LINES EXTENDED TO OUTSIDE UNIT AND A RATED
LIFE OF L50 200,000 HOURS ACCORDING TO ABMA 11. MOTOR: COMPLY WITH NEMA
DESIGNATION, TEMPERATURE RATING, SERVICE FACTOR, ENCLOSURE TYPE, AND EFFICIENCY
REQUIREMENTS FOR MOTORS. ENCLOSURE TYPE: TOTALLY ENCLOSED, FAN COOLED. NEMA
PREMIUM (TM) EFFICIENT MOTORS AS DEFINED IN NEMA MG 1. MOTOR SIZES: MINIMUM SIZE
AS INDICATED. IF NOT INDICATED, LARGE ENOUGH SO DRIVEN LOAD WILL NOT REQUIRE
MOTOR TO OPERATE IN SERVICE FACTOR RANGE ABOVE 1.0.
WASTE AND VENT PIPING
A.
MATERIALS; WASTE AND VENT PIPING (INSIDE BUILDING)
1.
BELOW GRADE: COATED SERVICE WETH CAST IRON WITH BELL AND SPIGOT FITTINGS
WITH ELASTOMERIC JOINTS (ASTM C564 GASKETS) OR COATED HUBLESS CAST IRON
WITH GASKET (ASTM C564) TYPE 304 STAINLESS STEEL SHIELD AND WORM DRIVE AND
CLAMP FITTINGS OR CAST IRON COUPLINGS WITH TYPE 304 STEEL BOLTS AND
GASKETS (ASTM C564) APPROVED FOR BELOW GRADE APPLICATIONS AND INSTALLED
PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. BELL AND SPIGOT TYPE PIPE
SHALL BE USED UNDER BUILDING SLABS, NO HUB PIPING IN NOT ALLOWED.
2.
SECURE FIXTURES TO WALLS AND FLOOR OR COUNTERTOPS IN ACCORDANCE WITH
MANUFACTURER'S ROUGHING-IN AND SETTING REQUIREMENTS AND FORM A RIGID
INSTALLATION.
3.
ALL PIPE AT THE FIXTURES WHICH MAY BE EXPOSED TO VIEW SHALL BE BRASS
CHROME FINISH, FINISHED WITH CHROME ESCUTCHEONS WHERE THEY PROJECT
FROM
WALLS AND FLOORS.
4.
B.
CONTROLLERS, ELECTRICAL DEVICES, AND WIRING: COMPLY WITH REQUIREMENTS FOR
ELECTRICAL DEVICES AND CONNECTIONS SPECIFIED IN ELECTRICAL SECTIONS. MOUNT
UNIT-MOUNTED DISCONNECT SWITCHES ON EXTERIOR OF UNIT.
STOP VALVES SHALL BE FURNISHED AND INSTALLED AT ALL FIXTURES, FOR ALL
EQUIPMENT AND AT ROUGH-IN LOCATIONS.
5.
FURNISH AND INSTALL AIR GAP FITTING ON DISHWASHER WASTE.
6.
ALL PLUMBING TRIM, VALVES, ETC. TO MEET LOCAL WATER CONSERVATION CODE AS
DETERMINED BY AUTHORITY HAVING JURISDICTION.
7.
SECURELY ANCHOR FLUSH VALVES BEHIND OR WITHIN WALLS TO BE RIGID AND NOT
SUBJECT TO MOVEMENT DUE TO PUSH OR PULL ACTION ON THE VALVE.
ADJUSTING AND CLEANING
1.
AT COMPLETION, THOROUGHLY CLEAN PLUMBING FIXTURES AND EQUIPMENT.
INCLUDING, BUT NOT LIMITED TO STRAINERS, AERATORS AND VALVES.
A.
B.
C.
D.
E.
F.
ACCESSORIES AND OPTIONS TO INCLUDE:
WALL SHUTTERS, MOTORIZED TYPE - INTERCONNECT ALUMINUM BLADES, EACH PIVOT ON NYLON
BEARINGS, EXTRUDED ALUMINUM FRAME. LINE VOLTAGE MOTOR (110V, 208V, 230V, 460V) IS POWER
OPEN, SPRING RETURN, ELECTRICALLY INTERLOCKED IN PARALLEL WITH FAN.
WALL SLEEVE - GALVANIZED STEEL.
WEATHER SHIELD WITH FRONT GUARD - GALVANIZED STEEL.
TOTALLY ENCLOSED MOTOR
V-BELT DRIVE
FAN GUARD - INLET - EXTRUDED ALUMINUM FRAME GUARD OSHA APPROVED
SEE SCHEDULE FOR CAPACITY, MOTOR, AND ACCESSORY REQUIREMENTS.
ACCEPTABLE MANUFACTURERS
COOK
ACME
GREENHECK
CIRCULATING FAN
ALUMINUM PADDLE WITH STEEL HUB/SPIDER PROPELLER - LOCKING TILT POWDER COATED I-BEAM
MOUNTING BRACKET - OSHA COMPLIANT DOUBLE LOCKING, CHROME PLATED STEEL WIRE GUARD TWO-SPEED, TOTALLY ENCLOSED PERMANENTLY LUBRICATED BALL BEARING MOTOR W/PULL CORD STYLE
OPERATING SWITCH - FACTORY PRE-WIRED 12 FOOT CORD.
SEE SCHEDULE FOR CAPACITIES.
DIRECT EVAPORATIVE SECTION
EVAPORATIVE HUMIDIFIER SECTION:
SPRAY TREE ASSEMBLY: BRASS NOZZLES AND GALVANIZED PIPING, GALVANIZED ELIMINATOR
PLATES WITH FLOODING NOZZLES AND HEADER, AND GALVANIZED ANTI-SPLASH BAFFLES,
MEDIA. FILL AND DRAIN ASSEMBLY: PROVIDE A MECHANICAL FILL VALVE. PROVIDE A
THREE-WAY FILL VALVE AND TWO-WAY DRAIN VALVE. TANK: WELDED STEEL TANK
COPPER SUCTION SCREENS, DRAIN, OVERFLOW AND SUCTION CONNECTIONS. MAKEUP
CONNECTION WITH BRASS FLOAT VALVE, AND WITH QUICK-FILL CONNECTION.
ABOVE GRADE: SERVICE WEIGHT CAST IRON WITH BELL AND SPIGOT FITTINGS WITH
ELASTOMERIC JOINTS (ASTM C564 GASKETS), HUBLESS CAST IRON WITH GASKET
(ASTM C564) AND STAINLESS STEEL SHIELD AND WORM DRIVE CLAMP FITTINGS
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, GALVANIZED STEEL PIPE
WITH CAST IRON DRAINAGE FITTINGS WITH THREADED JOINTS OR DWV COPPER WITH
WROUGHT COPPER OR CAST BRASS FITTINGS USING 95-5 (TIN/ANTIMONY)
SOLDER
JOINTS.
1.04 FIXTURES AND EQUIPMENT
A.
FIXTURES
1.
INSTALL ALL FIXTURES AND/OR ROUGH-IN ACCORDING TO THE SPECIFICATIONS.
1.01 MATERIALS
A.
DOMESTIC COLD WATER AND NON-POTABLE WATER PIPE, VALVES AND FITTINGS.
1.
INSULATE WITH U.L. APPROVED, FLAME RESISTANT, WHITE VAPOR BARRIER
JACKETED, GLASS FIBER SNAP-ON INSULATION 1/2" THICK. INSULATE VALVES AND
FITTINGS WITH GLASS FIBER BLANKET INSULATION AND PREMOLDED PVC COVERS
(COVERS TO BE U.L. 25/50 RATED). WHERE THE USE OF PVC COVERS IN PLENUMS,
ETC., IS RESTRICTED BY VARIOUS CODES VALVES AND FITTINGS SHALL BE INSULATED
BY WRAPPING WITH BLANKET INSULATION. COVER BLANKETS TO SAME DEPTH AS THE
PIPE INSULATION WITH INSULATING CEMENT, TROWELED SMOOTH. IT IS THE
CONTRACTOR'S AND MANUFACTURER'S RESPONSIBILITY TO ASSURE THEMSELVES
THAT THE CODE AUTHORITY WILL APPROVE ANY PRODUCT TO BE INSTALLED ON THE
PROJECT. MAXIMUM K-VALUE SHALL BE 0.24 BTU-IN/HR-SQ FT/DEGREES.
C.
UNIT CASING
GENERAL FABRICATION REQUIREMENTS FOR CASINGS:
FORMING: FORM WALLS, ROOFS, AND FLOORS WITH AT LEAST TWO BREAKS AT EACH JOINT.
CASING JOINTS: SHEET METAL SCREWS OR POP RIVETS. SEALING: SEAL ALL JOINTS WITH
WATER-RESISTANT SEALANT.
VALVES AND SPECIALTIES
BALL VALVES:
BRONZE, FULL PORT, 400 LB. W.O.G.
STRAINERS:
250 LB. BRONZE OR CAST IRON "Y" TYPE
W/STAINLESS STEEL SCREEN.
PRESSURE TEMP. TAPS:
UNIVERSAL CONTROLS CORPORATION #45-PT-N.
SISCO BNO-500 1/2 NPT, NORDEL CORE OR
EQUIVALENT.
1.03 CLEANOUTS
A.
INSTALL FULL SIZE BRASS CLEANOUT PLUGS WHEREVER PIPES CHANGE DIRECTION 45
DEGREES OR MORE OR OTHERWISE REQUIRED. FOR PROPER CLEANING OF THE ENTIRE
DRAINAGE SYSTEMS. BRASS PLUGS WITH CHROME PLATED COVER PLATES FOR WALLS,
SCORIATED BRASS COVER FOR FLOOR INSTALLED FLUSH WITH FLOOR AND BRASS COVER
WITH CARPET RING FOR CARPETED AREA, FLUSH WITH CARPET. WHEN OUTSIDE, HEAVY
DUTY CAST IRON TRACTOR COVER SET IN TWO FOOT SQUARE BY 6" DEEP CONCRETE PAD OR
IN CONCRETE OR ASPHALT SURFACE. "Y" IN THE LINE AND VERTICAL RISER OF C.I. PIPE.
THE FAN FRAME AND VENTURI SHALL BE CONSTRUCTED OF 16 GAUGE PAINTED STEEL ON SIZES 42"
THRU 48" AND 14 GA. PAINTED STEEL ON FAN SIZES 54" THRU 60". THE FAN ASSEMBLY SHALL BE
BOLTED TO THE VENTURI FOR EASE OF REMOVAL AND MAINTENANCE. FAN BEARINGS SHALL BE HEAVY
DUTY BALL OR ROLLER TYPE AND SELECTED FOR BASIC RATING LIFE (L10) OF 80,000 HOURS AT
MAXIMUM SPEED AND HORSEPOWER PER ABMA STD 9 OR 11. FAN BLADES SHALL BE STATICALLY AND
DYNAMICALLY BALANCED AT THE SPECIFIED RPM. ALL FANS HAVE OPEN DRIP PROOF MOTORS UNLESS
NOTED OTHERWISE.
DIRECT EVAPORATIVE COOLERS EC-#
WATER PIPING
A.
PIPING (INSIDE BUILDING)
1.
NON-BURIED LINES, TYPE "L" HARD DRAWN COPPER, WROUGHT COPPER FITTINGS
AND LEAD FREE SOLDER: 96-4 (TIN/SILVER), SILVABRILE 100, OR CANFIELD 100%
WATERSAFE (SILVER-TIN COPPER) SOLDER. WHERE COPPER TUBE IS JOINED TO
BRASS OR BRONZE, USE BCuP2 CLASSIFICATION BRAZING ALLOY.
2.
PROPELLER SHALL BE OF THE BELT DRIVEN TYPE AND SHALL INCORPORATE A HEAVY DUTY CAST
ALUMINUM PROPELLER. THE PROPELLER SHALL CONSIST OF SIX CAST ALUMINUM BLADES MOUNTED IN
A CAST ALUMINUM HUB. THE DESIGN SHALL PERMIT THE REPLACEMENT OF BLADES WITHOUT THE
NECESSITY OF REPLACING THE ENTIRE PROPELLER. THE PITCH OF THE BLADES SHALL BE SET AT THE
FACTORY AND LOCKED INTO PLACE BY MEANS OF A TAPER LOCK PIN.
ACCEPTABLE MANUFACTURERS:TRANE
VULCAN
MODINE
ENGINEERED AIR V SERIES
FIRE PROTECTION SHOP DRAWINGS
CONTRACTOR TO SUBMIT FIRE PROTECTION SHOP DRAWINGS TO ENGINEER FOR APPROVAL
PRIOR TO SUBMITTING TO BUILDING DEPARTMENT.
SECTION 15250 - INSULATION
DOMESTIC HOT WATER PIPING AND FITTINGS.
1.
ALL HOT WATER SUPPLY LINES AND CIRCULATING WATER LINES INSULATE WITH U.L.
APPROVED, FRAME RESISTANT, WHITE ALL SERVICE JACKETED, GLASS FIBER
SNAP-ON PIPE INSULATION 1" THICK. INSULATE FITTINGS WITH GLASS FIBER BLANKET
INSULATION AND PREMOLDED PVC COVERS. MAXIMUM K-VALUE SHALL BE 0.24
BTU-IN/HR-SQ FT/DEGREES.
INSTALL FLEXIBLE CONNECTIONS BETWEEN FAN DISCHARGE DUCTWORK. ENSURE METAL
BANDS OF CONNECTORS ARE PARALLEL WITH A MINIMUM OF ONE INCH FLEX BETWEEN
DUCTWORK AND FAN WHILE RUNNING.
SEE SCHEDULE FOR CAPACITIES.
SPRINKLER HEADS
TO BE UL LISTED STANDARD SPRAY SPRINKLER HEADS, NOMINAL TEMPERATURE RATINGS
(165°F) EXCEPT WHERE HIGH TEMPERATURE HEADS ARE REQUIRED. NEW HEADS TO BE SAME
MAKE AND MODEL AS EXISTING.
END OF SECTION
B.
C.
G.
2.
1.02
DO NOT OPERATE FAN FOR ANY PURPOSE UNTIL DUCTWORK IS CLEAN, FILTERS ARE IN
PLACE AND BEARINGS LUBRICATED.
PANEL PROPELLER WALL FAN COMPLETE WITH FRAME AND MOTOR SIDE GUARD.
EACH WARRANTY FOR LONGER THAN THE ONE YEAR DESCRIBED ABOVE (THAT COMES WITH
EQUIPMENT USED ON THE JOB) SHALL BE PASSED ONTO THE OWNER WITH DATES OF START
AND END OF WARRANTY.
1.15 PROJECT RECORD DRAWINGS
PROVIDE THE ARCHITECT WITH ONE CLEAN SET OF PLANS AND SPECIFICATIONS CORRECTED
UP-TO-DATE AS JOB PROGRESSES.
B.
VERTICAL MODEL WITH ADJUSTABLE DIFFUSER
COPPER TUBE AND ALUMINUM FIN COIL. DIRECT DRIVE PROPELLER FAN WITH SAFETY FAN
GUARD. MOTOR SHALL HAVE BUILT_IN OVERLOADS. SUSPEND AS REQUIRED.
SECTION 15400 - PLUMBING
SUBMIT COMPLETED BALANCE REPORTS TO OWNER AND ENGINEER FOR THEIR REVIEW AND
RECORDS.
CENTRIFUGAL FANS
A.
MOUNT UNITS ON COMMON FAN AND MOTOR INERTIA BASE WITH SPRING VIBRATION
ISOLATORS. SEE SECTION 15050.
WET SPRINKLER SYSTEM
F.
GENERAL. DRAWINGS SHOW THE EXTENT AND GENERAL ARRANGEMENT OF THE SYSTEM.
CENTER ALL HEADS IN CEILING TILE.
END OF SECTION
1.01
ACCEPTABLE MANUFACTURERS:
COOK
GREENHECK
PEERLESS,
TWIN CITY
NEW YORK BLOWER
BARRY BLOWER
PROPELLER FAN EF-2
H.
WARRANTY
A.
ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE SPECIFIED. GUARANTEE
ALL WORKMANSHIP, MATERIAL AND EQUIPMENT AND REPLACE ANY FOUND DEFECTIVE
WITHOUT COST TO THE OWNER, FOR ONE YEAR AFTER FINAL ACCEPTANCE, AS DEFINED IN
GENERAL CONDITIONS.
B.
11/9/2015 4:39:56 PM
ADJUST AND BALANCE ALL AIR AND WATER SYSTEMS. CHECK, ADJUST AND BALANCE ALL
SYSTEMS TO MEET THE DESIGN CONDITIONS AND TABULATE ALL INFORMATION ON
ACCEPTABLE FORMS. ALL SYSTEMS SHALL BE CHECKED FOR PROPER PERFORMANCE
DURING DESIGN CONDITIONS, BOTH HEATING AND COOLING
D.
VALVES AND SPECIALTIES.
BALL VALVES:
BRONZE, FULLPORT, 400 LB. W.O.G.
PLUG VALVES:
175 LB. W.O.G.
BALANCING VALVES: 250 PSIG AT 250°F
BELL AND GOSSETT CB (1/2"-3") OR EQUIVALENT.
STRAINERS:
250 LB. SEMI-STEEL ORCAST IRON "Y"
TYPE SCREWED WITH STAINLESS STEEL SCREEN. 20
MESH STANDARD.
EQUIPMENT
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
SEE SCHEDULE FOR CAPACITIES.
UNIT HEATER UH-#
1.13 BALANCING
A.
THE BALANCING OF THE SYSTEM SHALL BE PART OF THIS CONTRACT, INCLUDE IN BID THE
COST OF BALANCING AND ADJUSTING.
B.
FLEXIBLE PIPE CONNECTORS:
FLEXIBLE STAINLESS STEEL OR BRONZE ANNULAR
HOSE AND BRAID. MASONS ESS GU-MN, BSSGU-RF OR BBF, OR EQUIVALENT.
4.
SECTION 15300 - FIRE PROTECTION
B.
3.
6) BEVELED COLLARS.
PERFORMANCE SPECIFICATION. WHEN ANY ITEM IS SPECIFIED BY REQUIREMENT TO MEET A
PERFORMANCE, INDUSTRY OR REGULATING BODY STANDARD OR IS SPECIFIED BY A GENERIC
SPEC, (NO MANUFACTURER'S NAME LISTED) NO PRIOR APPROVAL BY THE CONSULTING
MECHANICAL ENGINEER IS NEEDED UNLESS SPECIFICALLY CALLED FOR IN THESE
SPECIFICATIONS.
1.11 INSTALLATION AND ARRANGEMENT
INSTALL ALL WORK TO PERMIT REMOVAL OF COILS, SHAFTS AND WHEELS, FILTERS, AND ALL
OTHER PARTS WHICH MIGHT REQUIRE PERIODIC REPLACEMENT OR MAINTENANCE.
MATERIAL IS CONNECTED TO NON-FERROUS MATERIAL AND WHERE FERROUS
MATERIAL IS CONNECTED TO DOMESTIC WATER PIPING. COUPLINGS (WATERWAYS')
CAN BE USED WHENEVER UNIONS ARE NOT REQUIRED.
4) FLANGE AND UNION COVERS.
5) END CAPS.
CONSULTING ENGINEERS, INC.
ACCESSORIES TO INCLUDE:
INLET/OUTLET SCREENS: GALVANIZED STEEL WELDED GRID.
ACCESS DOOR: SHAPED TO CONFORM TO SCROLL WITH QUICK OPENING LATCHES AND
GASKETS.
PROVIDE WITH A FACTORY INSTALLED AUTOMATIC BELT TENSIONER TO MAINTAIN PROPER
BELT TENSION.
VALVES AND SPECIALTIES
1.
GLOBE VALVES OR PLUG VALVES MAY BE USED AS BALANCING VALVES. PROVIDE
ADJUSTABLE
MEMORY STOPS ON ALL VALVES USED FOR BALANCING SERVICE.
DIELECTRIC UNIONS ARE TO BE USED AT ALL CONNECTIONS WHERE FERROUS
2.
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
PROVIDE V_BELT DRIVE AND OSHA APPROVED METAL GUARD WITH PROVISIONS FOR BELT
TENSION ADJUSTMENT, LUBRICATION AND USE OF TACHOMETER WITH GUARD IN PLACE.
MOTORS AND STARTERS AS DETAILED IN MECHANICAL/ELECTRICAL EQUIPMENT SCHEDULE.
COPPER PIPE
1.
HOT WATER HEATING PIPING, CHILLED WATER PIPING AND CONDENSER WATER PIPING
INCLUDING THOSE FILLED WITH GLYCOL SOLUTIONS. FOR NON-BURIED LINES; TYPE "L"
HARD DRAWN COPPER ASTM B88 WITH WROUGHT COPPER FITTINGS AND 95-5
(TIN/ANTIMONY), 96-4 (TIN/SILVER) OR CANFIELD 100% WATERSAFE
(SILVER/TIN/COPPER) SOLDER. WHERE COPPER PIPE IS JOINTED TO BRASS USE BCUP2
CLASSIFICATION BRAZING ALLOY.
3) TEE COVERS.
BIDDER'S CHOICE
MATERIALS OR EQUIPMENT LISTED BY SEVERAL MANUFACTURER'S NAMES ARE INTENDED TO
BE BIDDER'S CHOICE, AND ANY OF THE LISTED MANUFACTURERS MAY BE BID WITHOUT
SOLICITING PRIOR APPROVAL.
1.10 SHOP DRAWINGS
A.
SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT NAMED IN THESE SPECIFICATIONS, SHOWING
ANY CHANGES REQUIRED IN PIPING, DUCTING, ELECTRICAL WIRING, ETC. BE RESPONSIBLE
TO MAKE ALL CHANGES REQUIRED TO ACCOMMODATE AND TO PAY FOR THESE CHANGES.
SUBMIT AT LEAST 3 COPIES. DO NOT BEGIN UNTIL AT LEAST 1 COPY IS RETURNED.
FITTINGS ON EXPOSED PIPE 2" AND UNDER MAY BE 125 LB. CAST IRON SCREWED, OR
FOR ANY WATER LINES, 150 LB. MALLEABLE IRON SCREWED. FITTINGS ON CONCEALED
PIPE, USE FORGED STEEL, STANDARD WEIGHT, BUTT WELD OR SOCKET WELDED.
EQUIPMENT SCHEDULE
GRILLES, REGISTERS AND DIFFUSERS
ALL PERFORATED FACE SUPPLY DIFFUSERS TO HAVE ROUNDNECK. ALL PERFORATED
FACE AND LOUVER FACE DIFFUSERS, REGISTERS AND GRILLES TO HAVE OFF WHITE
BAKED ENAMEL FINISH AND REMOVABLE FACE OR CORE. WHEN THESE DIFFUSERS,
REGISTERS OR GRILLES ARE USED IN GRID OR GYP. BOARD CEILINGS, FRAME TO BE
SUITABLE FOR TYPE OF CEILING IN WHICH THEY ARE INSTALLED. ALL DIFFUSERS AND
REGISTERS SHALL BE EQUIPPED WITH OPPOSED BLADE DAMPERS UNLESS SUPPLIED
FROM A SPIN-IN FITTING WITH DAMPER. SIZE AND CFM AS SHOWN ON PLANS. ALL
CEILING DIFFUSERS TO BE 4-WAY THROW UNLESS NOTED OTHERWISE ON PLANS.
CENTRIFUGAL FAN EF-1
CENTRIFUGAL FAN WITH FLAT BLADE, MOUNT ON 14" CURB. WHEEL LICENSED TO BEAR THE
AMCA CERTIFIED RATING SEAL. FAN RATINGS SHALL BE IN ACCORDANCE WITH AMCA
STANDARD 2408.69.
FAN WHEEL AND HOUSING SHALL BE CONTINUOUS WELDED
CONSTRUCTION. HOT ROLLED STEEL, GROUND AND POLISHED FAN SHAFT. HEAVY DUTY
PILLOW BLOCK TYPE, SELF_ALIGNING, GREASE LUBRICATED BEARINGS SELECTED FOR BASIC
RATING LIFE(L10) OF 80,000 HOURS AT MAXIMUM SPEED AND HORSEPOWER PER ABMA STD 9
OR 11. FAN SHALL BE STATICALLY AND DYNAMICALLY BALANCED. RUN TEST FAN, AT THE
FACTORY, AT OPERATING RPM OR MAXIMUM CLASS RPM WITH MOTOR AND DRIVE IN PLACE.
RPR PRODUCTS, INC.; INSUL-MATE.
1.07 DRAWINGS
MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE SCALED
FOR DIMENSIONS. INSTALL THE SYSTEMS COMPLETE IN THE SPACE PROVIDED WITHOUT EXTRA
CHARGES TO THE OWNER.
C.
STEEL PIPE
1.
HEATING WATER PIPING 4" AND LESS; SCHEDULE 40, ASTM-A106 GRADE B GALVANIZED
STEEL PIPING WITH 150 LB. GALVANIZED, MALLEABLE IRON, SCREWED
FITTINGS.
CLASSIFICATION ALLOY.
ITW INSULATION SYSTEMS; ALUMINUM AND STAINLESS STEEL JACKETING.
1.06 PERMITS, FEES AND NOTICES
PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS FOR THIS DIVISION. DO NOT INCLUDE
THE COST OF THE "PLANT INVESTMENT FEE" FOR SEWER AND WATER OR GAS APPLICATION FEE
CHARGED BY THE UTILITY COMPANY.
B.
D.
END OF SECTION
CHILDERS BRAND, SPECIALTY CONSTRUCTION BRANDS, INC., A BUSINESS OF H.
B. FULLER COMPANY; METAL JACKETING SYSTEMS.
1.05 EQUIPMENT FURNISHED BY OWNER
NONE.
ADJUST FLUSH VALVES, FAUCETS, SHOWERS AND BUBBLERS FOR PROPER FLOW,
AFTER
CLEANING AND FLUSHING OPERATIONS ARE ACCOMPLISHED.
ACCEPTABLE MANUFACTURERS:
COOK
GREENHECK
PEERLESS
TWIN CITYMA
NEW YORK BLOWER
BARRY BLOWER
COMMERCIAL
SECTION 15900
CONTROL
SEE SCHEDULE FOR CAPACITIES.
ACCEPTABLE MANUFACTURERS:
ESSICS
PHOENIX INDUSTRIES
END OF SECTION
SECTION 15800 - AIR DISTRIBUTION
1.01 MATERIALS & EQUIPMENT
A.
DUCTWORK AND FITTINGS
1.
SIZES SHOWN ON THE DRAWINGS ARE OUTSIDE (SHEET METAL) DUCT DIMENSIONS
DUCTWORK SHALL BE SHEET-METAL FURNISHED AND INSTALLED IN ACCORDANCE
WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS OR INTERNATIONAL
MECHANICAL CODE, WHICH EVER IS MORE STRINGENT. ALL DUCTWORK TO BE ASTM
A525 AND ASTM A527 GALVANIZED SHEET STEEL, LOCK FORMING QUALITY, HAVING
G-90 ZINC COATING IN PERFORMANCE WITH ASTM A90. WRAP ALL SUPPLY DUCT ON
THE OUTSIDE WITH INSULATION. DUCT LINER IS NOT ALLOWED. DUCT PRESSURE
SHALL NOT BE LESS THAN 3" TOTAL STATIC STATIC PRESSURE FOR SUPPLY DUCT;
-1/2" W.G. FOR RETURN DUCT.
USE THIS SECTION FOR DUCT WRAP AND LINER.
2.
A.
ROUND DUCT TAKE-OFF FITTINGS
SPIN-IN FITTING FOR ROUND DUCT CONNECTION. FACTORY FABRICATED 26 GAUGE(ALL
DIAMETERS) G-90 GALVANIZED SHEET METAL FOR INSULATED DUCTS. BUTTERFLY DAMPER
WITH QUADRANT OPERATOR AND LOCK NUT ON ALL APPLICATIONS EXCEPT VAV SYSTEM UP
STREAM OF VAV BOX.
B.
LATERAL TAKE-OFF FITTING FACTORY FABRICATED 26 GAUGE (ALL DIAMETERS) G-90
GALVANIZED SHEET METAL FITTINGS WITH 45 DEGREE ANGLE TAKE-OFF, ADHESIVE COATED
GASKET, 1" MOUNTING FLANGE AND BUTTERFLY DAMPER WITH QUADRANT OPERATOR AND
LOCK NUT ON ALL APPLICATIONS EXCEPT VAV SYSTEMS UPSTREAM OF VAV BOX.
C.
DUCT SEALANT
NON-HARDENING, WATER RESISTANT, NON COMBUSTIBLE, LIQUID OR MASTIC OR WITH TAPE
AS RECOMMENDED BY MANUFACTURER. ALL SEALANTS SHALL HAVE APPROVED FIRE
RATING FOR PLENUM APPLICATION AS REQUIRED BY CODE AUTHORITY.
1.01 DESCRIPTION
A.
WORK INCLUDED
1.
PROVIDE AN AUTOMATIC TEMPERATURE CONTROL (ATC) SYSTEM OF DIRECT DIGITAL
CONTROLS WITH SOLID STATE ELECTRONIC AND ELECTRIC COMPONENTS IF
REQUIRED, TO COMPRISE A COMPLETE SYSTEM, FURNISHED AND INSTALLED BY THE
CONTRACTOR.
2.
DIRECT DIGITAL CONTROL SHALL BE DEFINED AS A CONTROL TECHNIQUE THROUGH
WHICH THE PROCESS VARIABLE IS CONTINUOUSLY MONITORED BY A DIGITAL
MICROPROCESSOR COMPUTER WHICH ACCOMPLISHES LOOP CONTROL BY
CALCULATING A CONTROL SOLUTION FOR OUTPUT TO A CONTROL DEVICE.
3.
THE SYSTEM SHALL BE COMPLETE IN ALL RESPECTS, PUT IN OPERATION AND
CALIBRATED UNDER OCCUPIED CONDITIONS. THIS CONTRACTOR IS RESPONSIBLE
FOR PROVIDING ALL SEQUENCES OF OPERATIONS EVEN IF EQUIPMENT AND
CONTROLS ARE FURNISHED BY OTHERS. FOR SEQUENCES SPECIFIED IN OTHER
SECTIONS, IF EQUIPMENT AND CONTROLS ARE FURNISHED BY OTHERS, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SEQUENCES OF CONTROLS
AND COORDINATION.
DATE
PROJECT NO.
1.02 WIRING
A.
ALL WIRING SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE (LATEST EDITION), LOCAL
CODES AND THE ELECTRICAL DIVISION OF THESE SPECIFICATIONS.
B.
DATE
DRAWN BY
ALL CONTROL INTERLOCKS AND WIRING DONE AT THE FACTORY, AND 120 V POWER CIRCUITS
TO EACH CONTROL PANEL OR CONTROL PANELS SHALL BE WIRED BY THE CONTRACTOR.
POWER CIRCUITS SHALL BE PROVIDED UNDER THE ELECTRICAL DIVISION.
CHECKED BY
C.
IF 120 VOLT POWER CIRCUITS ARE REQUIRED, POWER CIRCUITS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
1.03 WARRANTY
A.
IN ACCORDANCE WITH SECTION 15010 THE CONTROL SYSTEM SHALL BE WARRANTEED TO BE
FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL FOR THE PERIOD OF ONE YEAR. THE
CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS, ADJUSTMENTS AND REPLACEMENT AT
NO COST TO THE OWNER DURING THE WARRANTY PERIOD.
1.04 ACCEPTABLE MANUFACTURERS AND INSTALLERS
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONTROLS FIELD INSTALLED OR MANUFACTURER
INSTALLED. CONTRACTOR MAY SUBCONTRACT ANY OR ALL WORK BUT MUST BE RESPONSIBLE
FOR THE SUBCONTRACTOR'S WORK.
REVISION/ISSUE
SA-1227
FEBRUARY 2 2016
-----
SHEET DESCRIPTION
MECHANICAL
SPECIFICATIONS
SHEET NUMBER
MECHANICAL SPECIFICATIONS
SCALE: NO SCALE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
1.01 SCOPE OF WORK
WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIALS NECESSARY FOR THE
INSTALLATION OF COMPLETE AND OPERATING MECHANICAL SYSTEMS. COORDINATE ALL
MECHANICAL WORK WITH THE PROGRESS OF ALL OTHER TRADES.
2.
JORDAN TECHNICAL
APPROVED, FRAME RESISTANT, WHITE ALL SERVICE JACKETED, GLASS FIBER
SNAP-ON PIPE INSULATION 1-1/2" THICK. INSULATE FITTINGS WITH GLASS FIBER
BLANKET INSULATION AND PREMOLDED PVC COVERS. MAXIMUM K-VALUE SHALL BE
0.24 BTU-IN/HR-SQ FT/DEGREES.
SA-1527 JORDAN TECHNICAL CENTER
DIVISION 15 MECHANICAL
SECTION 15010
GENERAL PROVISIONS
1
M4.01
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
GENERAL NOTES (FOR ALL ELECTRICAL SHEETS)
NOTE: ALL SYMBOLS SHOWN ON LEGEND
STRAIGHT BLADE DUPLEX RECEPTACLE
SUBSCRIPTS:
AC
= 6" ABOVE COUNTER
DISCONNECT SWITCH
STRAIGHT BLADE GFI DUPLEX RECEPT
MAGNETIC MOTOR STARTER
SUBSCRIPTS:
MS
CONNECTION TO MOTOR
MAGNETIC MOTOR STARTER
SUBSCRIPTS:
MS
= MULTISPEED
SSRV = SOLID-STATE, REDUCED VOLTAGE
VF
= MULTISPEED
SSRV = SOLID-STATE, REDUCED VOLTAGE
WALL MOUNTED OUTLET BOX
= VARIABLE FREQUENCY
SAFETY DISCONNECT SWITCH
COMBINATION DISCONNECT AND STARTER
CONNECTION TO PRE-WIRED EQUIPMENT
PANELBOARD
VF
CIRCUIT BREAKER, MOLDED-CASE, THERMAL-MAGNETIC FIXED
SUBSCRIPTS:
AT
CL
= CURRENT LIMITING
IC
= INSULATED CASE
ST
= SHUNT TRIP
KI
= KEY INTERLOCK
ZSI
= ZONE-SELECTIVE INTERLOCKING
ENCLOSED CIRCUIT BREAKER, MOLDED-CASE,
THERMAL-MAGNETIC FIXED
CURRENT TRANSFORMER
CIRCUIT HOMERUN TO PANEL OR CABINET,
NO. OF ARROWS INDICATE NO. OF CIRCUITS
GROUND FAULT PROTECTION
SEALOFF
SWITCHING
WALL MOUNTED SWITCH
SUBSCRIPTS:
T
= THERMAL OVERLOAD
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
LV = LOW VOLTAGE
4.
ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR, AT NO
ADDITIONAL COST TO THE OWNER.
500 West 18th Street, Suite 200
Cheyenne, WY 82001-4368
307.634.7647
5.
ALL 120V BRANCH CIRCUITS SHALL BE 3-WIRE (PHASE,NEUTRAL,GROUND). PHASE, NEUTRAL,
AND GROUND CONDUCTORS SHALL BE SIZE 12 AWG UNLESS OTHERWISE NOTED. BRANCH
CIRCUITS SHOWN AS A SINGLE HOMERUN SHALL NOT BE COMBINED WITH OTHER CIRCUITS. ALL
BRANCH CIRCUITS AND FEEDERS SHALL HAVE EQUIPMENT GROUNDING CONDUCTORS
INSTALLED IN THE RACEWAY.
6.
THE CONTRACTOR SHALL MAINTAIN FIRE-RATINGS FOR ALL CONDUIT PENETRATIONS THROUGH
FIRE-RATED CONSTRUCTION.
7.
ALL MOUNTING OF ELECTRICAL DEVICES (LUMINAIRES, TRANSFORMERS, PANELS, OUTLETS,
CONDUIT RUNS, ETC.) SHALL COMPLY WITH STATE AND LOCAL SEISMIC REQUIREMENTS. ALL
LUMINAIRES SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SUPPORT HANGERS IN
COMPLIANCE WITH IBC AND NEC REQUIREMENTS.
8.
ADA COMPLIANCE: ELECTRICAL DEVICES PROJECTING FROM THE WALLS WITH THEIR LEADING
EDGES BETWEEN 27" AND 80" AFF SHALL PROTRUDE NO MORE THAN 4" INTO WALKWAYS OR
CORRIDORS.
9.
GFCI DEVICES SHALL BE PROVIDED AS NOTED AND SHALL COMPLY WITH NEC AND LOCAL
REQUIREMENTS. NO FEED-THRU GFCI PROTECTION SHALL BE PERMITTED FOR DOWNSTREAM
DEVICES. GFCI DUPLEX RECEPTACLES SHALL BE UL 943 2006 "LOCK-OUT" ACTION OR
"NOTIFICATION" COMPLIANT.
175 North 27th Street, Suite 1312
Billings, MT 59101-2048
406.256.1141
GFCI = GROUND FAULT CIRCUIT INTERRUPTER
CONDUIT RUN
CONDUIT STUB-OUT - CAP & MARK
7600 East Orchard Road, Suite 250-S
Greenwood Village, CO 80111-2518
303.796.6000
www.mkkeng.com
EAT = ELECTRONIC ADJUSTABLE TRIP
POWER TRANSFORMER
CIRCUIT TURNED DOWN
COORDINATE ALL EQUIPMENT LOCATIONS WITH THE OWNER PRIOR TO ROUGH-IN. COORDINATE
THE WIRING DEVICE LOCATIONS WITH THE ARCHITECTURAL ELEVATIONS, CASEWORK SHOP
DRAWINGS, AND EQUIPMENT INSTALLATION DRAWINGS. COORDINATE THE LOCATION OF THE
MECHANICAL EQUIPMENT WITH THE MECHANICAL PLANS AND THE MECHANICAL CONTRACTOR
PRIOR TO ROUGH-IN. COORDINATE THE LOCATION OF THE LUMINAIRES WITH THE
ARCHITECTURAL REFLECTED CEILING PLANS.
= ADJUSTABLE INSTANTANEOUS TRIP
ENCLOSED FUSED DISCONNECT SWITCH
CIRCUIT TURNED UP
Mechanical, Electrical & Energy Consultants
= VARIABLE FREQUENCY
TRANSFORMER
CIRCUITING
3.
50 years and counting!
GROUND CONNECTION AS NOTED
FUSES
OUTLET BOX
REFER TO THE ARCHITECTURAL PLANS, ELEVATIONS, AND DIAGRAMS FOR LOCATIONS OF THE
FLOOR AND WALL DEVICES. IF DEVICES ARE NOT NOTED OTHERWISE THEY SHALL BE MOUNTED
LONG AXIS VERTICAL AT THE FOLLOWING HEIGHTS AFF TO CENTER OF DEVICE: SWITCHES +48",
RECEPTACLES +18", VOICE/DATA JACKS +18".
CONSULTING ENGINEERS, INC.
METER
STRAIGHT BLADE DOUBLE DUPLEX RECEPT. (FOURPLEX)
STRAIGHT BLADE GFI DUPLEX RECEPT ON S.O. CORD REEL
2.
ABBREVIATIONS
NOTE: ALL ABBREVIATIONS SHOWN
ARE NOT NECESSARILY USED.
AC
AFC
AFF
AFG
AIC
CB
CT
EM
EWC
FLA
GFI
HP
LC
MCA
MCB
MLO
OC
SPD
- ABOVE COUNTER
- ABOVE FINISHED CEILING
- ABOVE FINISHED FLOOR
- ABOVE FINISHED GRADE
- AMPS INTERRUPTING CURRENT
- CIRCUIT BREAKER
- CURRENT TRANSFORMER
- EMERGENCY
- ELECTRIC WATER COOLER
- FULL LOAD AMPS
- GROUND FAULT INTERRUPTER
- HORSEPOWER
- LIGHTING CONTACTOR
- MINIMUM CIRCUIT AMPS
- MAIN CIRCUIT BREAKER
- MAIN LUGS ONLY
- OVER CURRENT
- SURGE PROTECTIVE DEVICE
TVSS
UG
VFD
WG
WP
XFMR
- TRANSIENT VOLTAGE SURGE SUPPRESSOR
- UNDERGROUND
- VARIABLE FREQUENCY DRIVE
- WIREGUARD
- WEATHERPROOF
- TRANSFORMER
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
2/2/2016
10. THE INFORMATION ON THESE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS
AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD
ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO BID, AND
BECOME FAMILIAR WITH THE EXTENT OF THE WORK REQUIRED. NO EXTRAS WILL BE ALLOWED
FOR ALTERATIONS OF A FORESEEABLE NATURE THAT ARE REQUIRED TO ACHIEVE THE END
RESULT AS INDICATED BY THE CONTRACT DOCUMENTS.
11. ON DEMOLITION PLANS: ALL ITEMS SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN,
UNLESS NOTED OTHERWISE. ALL ITEMS SHOWN IN HEAVY LINE WEIGHT SHALL BE REMOVED,
UNLESS NOTED OTHERWISE.
12. ON NEW FLOOR PLANS: ALL ITEMS SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN,
UNLESS NOTED OTHERWISE. ALL ITEMS SHOWN IN HEAVY LINE WEIGHT ARE NEW OR
RELOCATED AS NOTED.
13. THE NEW WIRING REQUIRED IN REMODELED AREAS SHALL BE FISHED THROUGH EXISTING
WALLS OR CONCEALED IN NEW WALLS OR ABOVE CEILINGS. SURFACE MOUNTED CONDUIT
SHALL NOT BE USED IN ANY FINISHED AREAS. CONTRACTOR SHALL NOT ROUTE ANY CONDUIT
WITHIN STRUCTURAL OR TOPPING SLABS OF FLOORS UNLESS NOTED TO DO SO.
14. ITEMS THAT ARE SHOWN TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING
ALL ASSOCIATED CONDUIT, WIRE, AND HANGERS BACK TO THE POINT OF ORIGIN OR THE
NEAREST EXISTING ITEM THAT IS REMAINING, UNLESS NOTED OTHERWISE. WHERE EXISTING
DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH
ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH, AFTER CONDUCTORS
HAVE BEEN REMOVED. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE. IF
EXISTING CONDUITS ARE ROUTED IN CONCRETE FLOOR SLABS, WALLS OR CEILINGS, THEY
SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH
AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN
REMOVED.
15. MAINTAIN CIRCUIT CONTINUITY FOR EXISTING ITEMS THAT ARE REMAINING OR BEING
RELOCATED.
16. ELECTRICAL DEVICE IDENTIFICATION LABELS: PROVIDE ADHESIVE FILM LABEL, MACHINE
PRINTED, IN BLACK, BY THERMAL TRANSFER OR EQUIVALENT PROCESS WITH MINIMUM LETTER
HEIGHT OF 3/8" ON ALL ELECTRICAL DEVICES. LABEL SHALL IDENTIFY ORIGINATING PANEL AND
CIRCUIT NUMBER IN THE FOLLOWING FORMAT: PANEL-CKT. REFERENCE SPECIFICATIONS FOR
ADDITIONAL LABELING REQUIREMENTS. WHERE THE PROJECT SPECIFICATIONS INDICATE MORE
STRINGENT LABELING REQUIREMENTS, THOSE REQUIREMENTS SHALL TAKE PRECEDENCE.
17. PROVIDE TYPED UPDATED PANEL DIRECTORIES FOR EXISTING PANELS AFFECTED BY REMODEL
WORK. PROVIDE NEW CIRCUIT BREAKER NUMBER IDENTIFICATION AS REQUIRED.
DATE
PROJECT NO.
DATE
DRAWN BY
CHECKED BY
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
SCHEMATIC WIRING GRAPHICS
THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT
DIMENSIONS.
JORDAN TECHNICAL
POWER
1.
SA-1527 JORDAN TECHNICAL CENTER
ELECTRICAL LEGEND
CONSULTING ENGINEERS, INC.
ARE NOT NECESSARILY USED.
REVISION/ISSUE
SA-1227
FEBRUARY 2 2016
LDF
GMG
SHEET DESCRIPTION
ELECTRICAL
COVER SHEET
11/9/2015 4:39:56 PM
SHEET NUMBER
ELECTRICAL COVER SHEET
SCALE: NO SCALE
1
E0.00
FLAG NOTES THIS SHEET:
1.
ALL EXISTING ELECTRICAL GEAR IN THIS ROOM TO
REMAIN.
2.
REMOVE CONNECTION TO UNIT HEATER BACK TO
SERVING SOURCE OR NEAREST REMAINING
DEVICE.
3.
REMOVE CONNECTION TO EXHAUST FAN BACK TO
SERVING SOURCE OR NEAREST REMAINING
DEVICE.
4.
EXISTING GREENHOUSE CONTROLS TO REMAIN
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
CONSULTING ENGINEERS, INC.
LCP
"L3"
"L2B"
"L2"
"L10"
1
"L1"
"T1"
LCA
"H2"
"T2"
"H1"
LCP
"L4"
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
UH-1
UH-6
2
2/2/2016
2
4
GS-1
GS-1
GS-1
GS-1
GS-1
GS-1
GS-1
GS-1
GEF-2
WP
GS-1
GS-1
GS-1
WP
GEF-1
GEF-1
GEF-1
GEF-2
2
2
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
UH-2
UH-5
WP
WP
DATE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
GS-1
JORDAN TECHNICAL
SA-1527 JORDAN TECHNICAL CENTER
WP
REVISION/ISSUE
GEF-2
WP
WP
PROJECT NO.
2
SA-1227
2
DATE
UH-4
UH-3
EF-5
EF-6
WP
GEF-2
GEF-2
FEBRUARY 2 2016
DRAWN BY
CHECKED BY
LDF
GMG
SHEET DESCRIPTION
3
3
DEMO
ELECTRICAL
PLAN
11/9/2015 4:39:56 PM
SHEET NUMBER
ELECTRICAL DEMO FLOOR PLAN
SCALE:
3/32" = 1'
1
E1.01
GENERAL NOTES:
A.
PROVIDE NEW COVERS FOR EXISTING GFI, WP
RECEPTACLES WHERE NEEDED.
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
FLAG NOTES (THIS SHEET):
1.
EXHAUST FAN LOCATED ON ROOF ABOVE.
2.
NEW COMBINATION VFD/DISCONNECT FOR CONNECTION TO
EVAPORATIVE COOLER; VFD FURNISHED BY MECHANICAL
CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. TO
BE LOCKABLE IN THE OPEN POSITION.
3.
PROVIDE HUBBEL HBL45123R-HBLP0B1D-5221,52CM21
CORD REEL ASSEMBLY OR APPROVED EQUIVALENT. NEMA 4X
RATED REEL ENCLOSURE WITH 45' S.O. CORD AND WP, GFI
DUPLEX RECEPTACLE.
4.
PROVIDE DEDICATED 20A, WP, GFI RECEPTACLE FOR
CONNECTION TO GROW BED HEATING SYSTEM, TYPICAL OF
(6).
5.
NEW COMBINATION VFD/DISCONNECT FOR CONNECTION TO
EXHAUST FAN; VFD FURNISHED BY MECHANICAL
CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. TO
BE LOCKABLE IN THE OPEN POSITION.
"L3"
"L2B"
L4-23
5
L4-25
L4-27
L4-29
L4-31
L4-33
4
TYP.
2/2/2016
5
EF-2
H1-(21,23,25)
EF-1
H1-(15,17,19)
WP
WP
WP
WP
WP
WP
WP
UH-2
L10-31 (PART)
WP
UH-1
L10-31 (PART)
WP
L10-39
WP
CF-1
L4-41 (PART)
CF-1
L4-41 (PART)
CF-1
L4-39 (PART)
CF-1
L4-39 (PART)
WP
L10-41
L10-32
3
3
WP
WP
UH-4
L10-33 (PART)
UH-3
L10-33 (PART)
WP
CF-1
L4-37 (PART)
CF-1
L4-37 (PART)
WP
CF-1
L4-35 (PART)
CF-1
L4-35 (PART)
L10-34
DATE
L10-36
3
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
3
L10-37
JORDAN TECHNICAL
WP
3
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
SA-1527 JORDAN TECHNICAL CENTER
"L2"
"L10"
LCP
"L1"
"T1"
LCA
"H2"
"T2"
"H1"
LCP
"L4"
1
CONSULTING ENGINEERS, INC.
REVISION/ISSUE
3
WP
WP
UH-6
L10-35 (PART)
WP
WP
UH-5
L10-35 (PART)
CF-1
L4-34 (PART)
CF-1
L4-34 (PART)
PROJECT NO.
DATE
WP
L10-38
(PART)
WP
EC-1
H2-(17,19,21)
2
EC-2
H2-(8,10,12)
2
2
SA-1227
FEBRUARY 2 2016
EC-3
H2-(14,16,18)
DRAWN BY
L10-38
(PART)
CHECKED BY
LDF
GMG
SHEET DESCRIPTION
WP
NEW
ELECTRICAL
PLAN
11/9/2015 4:39:56 PM
SHEET NUMBER
ELECTRICAL FLOOR PLAN
SCALE:
3/32" = 1'
1
E2.01
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
CONSULTING ENGINEERS, INC.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
DATE
PROJECT NO.
DATE
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
JORDAN TECHNICAL
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
SA-1527 JORDAN TECHNICAL CENTER
2/2/2016
REVISION/ISSUE
SA-1227
FEBRUARY 2 2016
DRAWN BY
CHECKED BY
LDF
GMG
SHEET DESCRIPTION
ELECTRICAL
ONE-LINE AND
SCHEDULES
11/9/2015 4:39:56 PM
SHEET NUMBER
ELECTRICAL DETAILS
SCALE: NO SCALE
1
E3.01
DIVISION 16 - ELECTRICAL SPECIFICATION
SECTION 16070 - HANGERS AND SUPPORTS
4.
FLEXIBLE METAL CONDUIT SHALL BE UTILIZED FOR ALL CONNECTIONS TO VIBRATING
EQUIPMENT SUCH AS MOTORS (MINIMUM OF 2'-0", MAXIMUM OF 6'-0"), CONNECTIONS
TO LAY-IN TYPE LIGHT FIXTURES OR IN REMODEL AREAS SPECIFICALLY NOTED FOR
"FISHING" IN EXISTING WALLS OR NON-ACCESSIBLE CEILINGS. MINIMUM SIZE 3/4"
EXCLUDING FIXTURE WHIPS FOR WHICH MINIMUM SIZE ALLOWED IS 1/2".
5.
RIGID NONMETALLIC CONDUIT (PVC) SHALL BE UTILIZED FOR ABOVE AND BELOW
GRADE APPLICATIONS IN ACCORDANCE WITH ARTICLE 352 OF THE NATIONAL
ELECTRIC CODE. CONNECTIONS TO BE MADE BY THE USE OF A SUITABLE
SOLVENT-TYPE CEMENT.
6.
SURFACE METALLIC RACEWAYS SHALL BE LIMITED TO ONLY AREAS SPECIFICALLY
NOTED AND OF SIZE AND TYPE SPECIFIED ON THE DRAWINGS.
7.
ALL CONDUITS EXPOSED OR CONCEALED SHALL BE ROUTED PARALLEL OR
PERPENDICULAR WITH THE BUILDING WALLS. SUPPORT CONDUIT AS REQUIRED BY
THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
8.
PROVIDE EXPANSION TYPE FITTINGS FOR ALL CONDUITS, WHICH CROSS EXPANSION
JOINTS.
9.
LIQUID TIGHT FLEXIBLE METAL CONDUIT REQUIRED FOR ALL WET OR DAMP
LOCATIONS.
SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS.
1.
PROVIDE HANGERS AND SUPPORTS FOR EQUIPMENT, RACEWAYS AND CABLES,
INCLUDING WEIGHT OF WIRE IN RACEWAYS. ALL SYSTEMS CABLING SHALL BE
SUPPORTED BY BRIDAL RINGS OR SIMILAR MEANS.
2.
USE HOT-DIPPED GALVANIZED MATERIAL OR NONMETALLIC, U-CHANNEL SYSTEMS
FOR ALL DAMP AND OUTDOOR LOCATIONS.
3.
STEEL MATERIAL SHALL BE USED FOR DRY LOCATIONS.
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR
COMPLETION OF ALL ELECTRICAL SYSTEMS DESCRIBED HERE IN. ALL ELECTRICAL
EQUIPMENT AND MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS, GOVERNING AUTHORITIES, AND IN A NEAT AND WORKMEN LIKE
MANNER BY SKILLED AND COMPETENT ELECTRICIANS IN CONFORMANCE WITH THE
STANDARD PRACTICES OF THE ELECTRICAL INDUSTRY. ALL ELECTRICAL SYSTEMS
SHALL BE COMPLETE AND OPERATIONAL TO THE BENEFIT OF THE OWNER.
A.
GOOD WORKMANSHIP AND APPEARANCE ARE CONSIDERED EQUAL TO PROPER
OPERATION.
SECTION 16075 - ELECTRICAL IDENTIFICATION
B.
THE CONTRACTOR SHALL PROVIDE ALL FORSEEABLE ELECTRICAL EQUIPMENT
AND ACCESSORIES NECESSARY, WHETHER SPECIFICALLY STATED OR NOT, TO
MAKE THE REQUIRED ELECTRICAL SYSTEMS COMPLETE AND OPERATIONAL.
1.
PROVIDE LABELING FOR RACEWAYS AND CABLES.
2.
COLOR CODING OF PHASE CONDUCTORS:
A.
B.
B.
C.
D.
277/480 VOLTS
PHASE A:
PHASE B:
PHASE C:
NEUTRAL:
GROUND:
TRAVELERS:
"PROVIDE" MEANS CONTRACTOR IS RESPONSIBLE FOR THE FURNISHING AND
INSTALLATION OF.
"EXPOSED" MEANS WHERE IT CAN BE SEEN AFTER THE BUILDING IS COMPLETED
SUCH AS IN EQUIPMENT ROOMS, UNFINISHED AREAS, ACCESSIBLE TUNNELS,
ETC. WHERE CONDUIT/EQUIPMENT IS ACCESSIBLE.
"CONCEALED" MEANS WHERE IT CANNOT BE SEEN AFTER THE BUILDING IS
COMPLETED SUCH AS IN SPACES AS CHASES, TRENCHES, ABOVE CEILINGS, IN
WALLS AND BURIED WHERE CONDUIT/WIRE IS INACCESSIBLE WHEN BUILDING IS
COMPLETED.
STANDARDS FOR MATERIALS: ALL MATERIALS SHALL BE NEW EXCEPT AS
OTHERWISE STATED, AND SHALL CONFORM WITH THE CURRENT APPLICABLE
INDUSTRY STANDARDS, NEMA STANDARDS AND UNDERWRITERS'
LABORATORIES STANDARDS.
4.
COORDINATE AND ORDER THE PROGRESS OF ELECTRICAL WORK TO CONFORM TO
THE OWNER'S SCHEDULE AND THE PROGRESS OF THE WORK OF THE OTHER
TRADES.
5.
APPLY FOR AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS FOR
THIS DIVISION OF WORK.
6.
PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED.
7.
VISIT THE PROJECT BEFORE SUBMITTING A BID AS NO EXTRAS WILL BE ALLOWED
FOR LACK OF KNOWLEDGE OF OBVIOUS EXISTING CONDITIONS.
8.
DRAWINGS ARE DIAGRAMMATIC IN NATURE. TAKE ALL DIMENSIONS FROM
ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE
STRUCTURE ITSELF BEFORE FABRICATING ANY WORK.
COMPLY WITH THE LATEST FEDERAL, STATE AND LOCAL CODES REQUIREMENTS,
AND ORDINANCES, WITH THE NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE
PROTECTION ASSOCIATION, AND WITH REQUIREMENTS OF THE POWER AND
TELEPHONE COMPANIES FURNISHING SERVICES TO THE PROJECT. THE FOLLOWING
IS A BRIEF LIST OF APPLICABLE CODES:
A.
NFPA NO. 70 - NATIONAL ELECTRICAL CODE, LATEST EDITION
B.
NFPA NO. 72 - FIRE ALARM, LATEST EDITION
C.
NFPA NO. 101 - LIFE SAFETY CODE, LATEST EDITION
D.
IBC & UBC, LATEST EDITION
E.
LOCAL BUILDING CODES, LATEST EDITION
10. ALL EQUIPMENT AND MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE AND
ACCEPTABLE FOR INSTALLATION ONLY IF LABELED OR LISTED AS DEFINED IN NFPA
70, ARTICLE 100, BY UL OR BY A RECOGNIZED TESTING LABORATORY WHERE
STANDARDS HAVE BEEN ESTABLISHED AND ACCEPTABLE TO THE AUTHORITY
HAVING JURISDICTION. LABELED OR LISTED EQUIPMENT SHALL BE INSTALLED IN
ACCORDANCE WITH ANY INSTRUCTIONS OR LABELING PROVIDED WITH THE
EQUIPMENT.
1.
2.
3.
4.
S:\Current Jobs\SA-1527 JTC Green House - Jordan School District\CD's\Architectural\Revit\SA-1527 Jordan Technical Center 11-6-2015.rvt
COORDINATE UG SITE UTILITIES WITH APPROPRIATE UTILITY COMPANY PRIOR
TO WORK.
14. PRODUCT ALTERATIONS AND SUBSTITUTIONS: SHOULD THE CONTRACTOR WISH TO
HAVE PRODUCTS CONSIDERED OTHER THAN THOSE SPECIFIED, CONTRACTOR MUST
SUBMIT THOSE ITEMS AS REQUIRED IN DIVISION 1. CONTRACTOR WILL BE REQUIRED
TO SUBMIT THE TOTAL SAVINGS (ANTICIPATED SAVINGS) TO THE OWNER.
15. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS AS REQUIRED IN DIVISION 1 FOR ALL
MATERIALS AND EQUIPMENT. IF THE SHOP DRAWINGS DEVIATE FROM THE
CONTRACT DOCUMENTS ADVISE THE ENGINEER OF THE DEVIATIONS VIA WRITTEN
FORMAT, ACCOMPANYING THE SHOP DRAWINGS. INCLUDE THE REASON FOR THE
DEVIATION(S). COORDINATE ALL REQUIRED CHANGES WITH THE OTHER TRADES
AFFECTED. IF THE CHANGES ARE OCCASIONED BY THE CONTRACTOR, THE
CONTRACTOR SHALL PAY ANY COSTS INVOLVED.
SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO THE
FOLLOWING:
A.
B.
C.
D.
E.
F.
G.
H.
PROVIDE TESTING OF ALL ELECTRICAL SYSTEMS AND COMPONENTS AS REQUIRED
BY ALL APPLICABLE BUILDING CODES AND ORDINANCES, UL, NEMA, ANSI, ICEA,
NECA, ETC., AND AS RECOMMENDED BY THE ELECTRICAL EQUIPMENT
MANUFACTURERS.
FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE AN
ALLOWANCE FOR THE REMOVAL AND RELOCATION OF EXISTING CONDUITS, WIRES,
DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED OR AS REQUIRED TO
COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEMS TO ALL OTHER
WORK REQUIRED ON THIS PROJECT. NO EXTRAS WILL BE ALLOWED FOR
ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO ACHIEVE THE END RESULT
AS INDICATED ON THE DRAWINGS.
WHERE THE REUSE OF EXISTING CONDUITS, OUTLETS, JUNCTION BOXES, ETC., IS
PERMISSIBLE, MAKE CERTAIN THAT THE WIRING FOR THEM IS CONTINUOUS FROM
OUTLET TO OUTLET AND THAT ALL SPLICES AND INSULATIONS ARE IN GOOD
CONDITION. PROVIDE MODIFICATIONS TO ASSURE THAT CIRCUITS, OR SYSTEM
SHALL NOT PASS THROUGH OUTLETS OR JUNCTION BOXES WHICH MAY BE
RENDERED INACCESSIBLE BY CHANGES TO BE MADE TO THE PROJECT. EXISTING
CONDUITS, WIRE, DEVICES, ETC., WHICH SHALL BE REMOVED SHALL BECOME THE
PROPERTY OF THE OWNER UNLESS OTHERWISE NOTED.
CONNECT NEW WORK TO EXISTING IN A MANNER THAT WILL ASSURE PROPER
RACEWAY GROUNDING THROUGHOUT IN CONFORMANCE WITH THE NATIONAL
ELECTRICAL CODE.
REMODEL WORK, CUTTING AND PATCHING: THIS CONTRACTOR SHALL PERFORM
ALL CUTTING, CHANNELING, CHASING, DRILLING, ETC., AS REQUIRED TO INSTALL OR
REMOVE ELECTRICAL EQUIPMENT IN AREAS OF REMODELING. THIS WORK SHALL BE
PERFORMED SO AS TO MINIMIZE DAMAGE TO PORTIONS OF WALL FINISHES,
SURFACES, PLASTERING, OR THE STRUCTURES WHICH ARE TO BE REUSED,
RESURFACED, PLASTERED, OR PAINTED UNDER OTHER DIVISIONS OF THESE
SPECIFICATIONS.
A.
CONNECTIONS SHALL BE EITHER BOLTED-PRESSURE-TYPE, COMPRESSION
TYPE OR EXOTHERMIC-WELDED TYPE.
2.
PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER AND
BRANCH CIRCUITS AND ALL FLEXIBLE AND NONMETALLIC RACEWAYS.
3.
GROUNDING CONDUCTOR MATERIAL: COPPER.
B.
OUTLET BOXES SHALL BE LOCATED SO THAT TRANSMISSION OF SOUND
TRHOUGH COMMON WALLS WILL NOT OCCUR.
C.
ENCLOSURES EXPOSED TO WEATHER OR DAMP LOCATIONS SHALL BE
WEATHERPROOF TYPE.
2.
PROVIDE COVERS SET TO COME FLUSH WITH FINISHED WALLS.
3.
PULL BOXES AND JUNCTION BOXES: JUNCTION BOXES AND PULL BOXES WILL BE
PROVIDED AS REQUIRED. SIZE OF BOXES SHALL BE IN ACCORDANCE WITH THE
CURRENT NATIONAL ELECTRICAL CODE REQUIREMENTS.
A.
7600 East Orchard Rd. #250S
Greenwood Village, CO 80111
Phone: 303.796.6000 Fax: 303.796.6098
www.mkkeng.com
ENCLOSURES SHALL BE NEMA TYPE SUITABLE FOR THE SURROUNDING
AREA AND CONDITIONS.
SECTION 16140 - WIRING DEVICES
1.
RECEPTACLES SHALL BE 20 AMP HUBBELL HBL5352 SERIES SPECIFICATION GRADE,
OR ACCEPTABLE. GFI AND EXTERIOR RECEPTACLES SHALL BE HUBBELL GF5352
SERIES, OR ACCEPTABLE AND IF REQUIRED PROVIDE WP IN USE METAL TYPE
COVER, OR ACCEPTABLE. PROVIDE DEVICE COLOR AS DIRECTED BY THE
ARCHITECT, OR TO MATCH BASE BUILDING STANDARDS, WHICHEVER IS APPLICABLE.
2.
PROVIDE SPECIAL PURPOSE OUTLETS AS REQUIRED FOR EQUIPMENT PROVIDED BY
OTHERS.
3.
DEVICE PLATES SHALL BE HIGH ABUSIVE NYLON, COLOR TO MATCH DEVICE, OR TO
MATCH BASE BUILDING STANDARDS, WHICHEVER IS APPLICABLE.
4.
MOUNT DEVICES IN ACCORDANCE WITH THE FOLLOWING SCHEDULE EXCEPT WHERE
OTHERWISE NOTED ON THE DRAWINGS OR IN AREAS WITH COUNTERS, BASEBOARD
HEATERS OR IN AREAS OF BLOCK OR BRICK CONSTRUCTION:
* EXCEPT IN AREAS WITH COUNTERS, BASEBOARD HEATERS, OR IN AREAS
OF BLOCK OR BRICK CONSTRUCTION.
SECTION 16180 - EQUIPMENT WIRING SYSTEMS
2.
PROVIDE SAFETY SWITCHES AND/OR THERMAL OVERLOAD SWITCHES AS REQUIRED.
3.
HEATER UNITS IN ALL MOTOR STARTERS SHALL BE SIZED FOR APPROXIMATELY ONE
HUNDRED FIFTEEN PERCENT (115%) OF FULL LOAD MOTOR CURRENT. CHECK AND
COORDINATE ALL THERMAL PROTECTIVE DEVICES WITH THE EQUIPMENT THEY
PROTECT.
4.
PROVIDE FOR EACH MOTOR, ONE-HALF (1/2) HORSEPOWER AND BELOW, A
HORSEPOWER RATED DISCONNECT SWITCH AND THERMAL OVERLOAD PROTECTION
UNLESS INTERNALLY PROVIDED WITH THE MOTOR. THERMAL OVERLOAD SWITCHES
FOR SINGLE PHASE MOTORS SHALL BE ALLEN-BRADLEY BULLETIN 600 OR
ACCEPTABLE.
5.
CAREFULLY COORDINATE ALL ELECTRICAL WORK WITH ALL OTHER APPLICABLE
DIVISIONS.
SECTION 16120 - CONDUCTORS AND CABLES 600-V AND LESS
MINIMUM SIZE NO. 12 EXCEPT FOR CONTROL OR SIGNAL CIRCUITS, WHICH MAY BE
NO. 14 OR SMALLER. INCREASE CONDUCTOR SIZE AS NECESSARY TO LIMIT BRANCH
CIRCUIT VOLTAGE DROP TO 3 PERCENT AND SERVICE/FEEDER VOLTAGE DROP TO 2
PERCENT.
ALL WIRING SHALL BE AS FOLLOWS:
A.
BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS, AND
CONCEALED IN CONCRETE OR BELOW SLABS-ON-GRADE: TYPE THHN-THWN,
SINGLE CONDUCTORS IN RACEWAY.
B.
CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPE SO, HARD
SERVICE CORD.
C.
CLASS 1 CONTROL CIRCUITS: TYPE THHN-THWN, IN RACEWAY.
D.
CLASS 2 CONTROL CIRCUITS: TYPE THHN-THWN, IN RACEWAY OR
POWER-LIMITED CABLE, CONCEALED IN BUILDING FINISHES.
SECTION 16410 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS
1.
SWITCH AND FUSE UNITS SHALL BE COMPLETE WITH REJECTION TYPE FUSES, DEAD
FRONT WHEN CLOSED, WITH FUSES INACCESSIBLE UNTIL COMPLETELY CLEARED
FROM CONTACT WITH THE MAINS. SWITCHES SHALL BE HEAVY DUTY, HORSEPOWER
RATED AND SHALL HAVE QUICK-MAKE AND QUICK-BREAK MECHANISM, WITH
EXTERNAL OPERATING HANDLE, AND INTERRUPTING CAPACITY TO MEET AVAILABLE
FAULT CURRENTS.
2.
CIRCUIT BREAKERS SHALL BE MOLDED-CASE, THERMAL-MAGNETIC TYPE, WITH
INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS. CIRCUIT BREAKERS
RATED 250 AMPS AND LARGER SHALL HAVE ADJUSTABLE MAGNETIC TRIP SETTING.
3.
ALL CONDUCTORS SHALL BE COPPER; SOLID CONDUCTOR FOR NO.12 AWG AND
SMALLER, STRANDED FOR NO. 10 AWG AND LARGER.
4.
SPLICES FOR NO. 6 AWG AND SMALLER SHALL BE MADE WITH TWIST-ON WIRE
CONNECTORS.
5.
SPLICES FOR NO. 4 AWG AND LARGER SHALL BE MADE WITH SOLDERLESS OR
COMPRESSION TYPE CU/ALR LUGS.
3.
ENCLOSURES: NEMA TYPE SUITABLE FOR THE SURROUNDING AREA AND
CONDITIONS.
6.
WIRING FOR CONTROL SYSTEMS SHALL BE INSTALLED IN CONJUNCTION WITH
MECHANICAL AND MISCELLANEOUS EQUIPMENT.
4.
7.
INSTALL CONDUCTOR AT EACH OUTLET, WITH AT LEAST 6 INCHES OF SLACK TO
ALLOW FOR CONNECTION TO DEVICE.
ENCLOSED SWITCHES AND CIRCUIT BREAKERS SHALL BE AS MANUFACTURED BY
EATON CORP.; CUTLER-HAMMER, GENERAL ELECTRIC CO., SIEMENS ENERGY AND
AUTOMATION, INC., OR SQUARE D CO. MANUFACTURER OF SWITCHES AND CIRCUIT
BREAKERS SHALL BE SAME AS PANELBOARDS.
8.
TESTING: PERFORM THE FOLLOWING FIELD QUALITY-CONTROL TESTING:
5.
PROVIDE ENCLOSED SWITCHES FOR MOTOR OVERCURRENT PROTECTION, AND
PROVIDE ENCLOSED SWITCHES OR CIRCUIT BREAKERS FOR OVERCURRENT
PROTECTION OF ALL OTHER EQUIPMENT AS REQUIRED BY THE CURRENT ISSUE OF
THE NATIONAL ELECTRICAL CODE.
A.
TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO
MANUFACTURER'S RECOMMENDED VALUES.
B.
PERFORM CONTINUITY TEST ON ALL POWER AND EQUIPMENT BRANCH CIRCUIT
CONDUCTORS. VERIFY PROPER PHASING CONNECTIONS.
C.
INSULATION TEST: MEASURE THE INSULATION OF FEEDER CONDUCTORS.
MEASUREMENTS SHALL BE TAKEN BETWEEN CONDUCTORS, AND CONDUCTORS
AND GROUND. RESISTANCE SHALL BE 1,000,000 OHMS OR MORE WHEN TESTED
AT 500 VOLTS BY MEGGER WITHOUT CIRCUIT LOADS.
2/2/2016
CONVENIENCE RECEPTACLES: LONG AXIS VERTICAL AT 1'-6" AFF TO CENTER *
ALL OUTAGES ON PORTIONS OF EXISTING ELECTRICAL SYSTEMS SHALL BE
MINIMIZED AND SHALL BE AT A TIME AND OF A DURATION AS ACCEPTED BY THE
OWNER.
DATE
1.
1.
LOW-VOLTAGE FUSES: DUAL-ELEMENT FUSES ACCURATELY RATED, OF THE
CORRECT VOLTAGE AND CAPACITY TO PROTECT THE EQUIPMENT OR CIRCUITS
SHALL BE PROVIDED. ALL FUSES SHALL BE PROPERLY COORDINATED AND SHALL BE
OF THE SAME MANUFACTURER. ONE SET OF SPARE FUSES FOR EACH SIZE SHALL BE
PROVIDED.
2.
FUSES SHALL BE AS MANUFACTURED BY BUSSMANN REJECTION TYPE "FUSETRON"
OR APPROVED EQUAL. CONTROL FUSES SHALL BE BUSSMANN ONE-TIME
NONRENEWABLE.
PROJECT NO.
ALL CONDUCTORS SHALL BE ENCLOSED BY CONDUIT SIZED IN ACCORDANCE WITH
CHAPTER 9, TABLE 4 OF THE NATIONAL ELECTRICAL CODE. MINIMUM SIZE 3/4 INCH.
ALL CONDUITS SHALL BE CONCEALED IN FINISHED AREAS.
3.
3.
GALVANIZED RIGID METAL CONDUIT (RMC) AND INTERMEDIATE METAL CONDUIT (IMC)
SHALL BE UTILIZED FOR ABOVE AND BELOW GRADE APPLICATIONS IN ACCORDANCE
WITH ARTICLES 344 AND 342 OF THE NATIONAL ELECTRICAL CODE. ALL COUPLINGS
SHALL BE THREADED.
REVISION/ISSUE
SECTION 16491 - FUSES
SECTION 16130 - RACEWAYS
2.
CONDUIT SYSTEMS, SUPPORTS, CABINETS, EQUIPMENT, TRANSFORMERS, FIXTURES,
THE GROUNDED CIRCUIT CONDUCTOR, ETC. SHALL BE PROPERLY GROUNDED IN
ACCORDANCE WITH THE CURRENT ISSUE OF THE NATIONAL ELECTRICAL CODE.
PROVIDE ALL BONDING JUMPERS AND WIRE, GROUNDING BUSHINGS, CLAMPS, ETC.
AS REQUIRED FOR COMPLETE GROUNDING.
FOUR INCH SQUARE OR OCTAGONAL, ZINC-COATED SHEET STEEL TYPE.
6.
SECTION 16060 - GROUNDING AND BONDING
1.
A.
PROVIDE BRANCH CIRCUITS TO EQUIPMENT PROVIDED BY OTHERS AND TO
MECHANICAL EQUIPMENT AND MAKE ALL CONNECTIONS. TEMPERATURE CONTROL
EQUIPMENT WIRING AND CONNECTIONS SHALL BE PROVIDED BY THE MECHANICAL
CONTRACTOR.
PRODUCT DATA FOR ELECTRICAL IDENTIFICATION.
PRODUCT DATA FOR BOXES, ENCLOSURES AND CABINETS.
PRODUCT DATA FOR WIRING DEVICES.
PRODUCT DATA FOR EQUIPMENT WIRING SYSTEMS.
PRODUCT DATA AND DRAWINGS FOR ENCLOSED SWITCHES AND CIRCUIT
BREAKERS.
PRODUCT DATA FOR FUSES.
TEST REPORTS AS REQUIRED.
CERTIFICATES OF OPERATION AS REQUIRED.
16. PROJECT RECORD DRAWINGS: AT COMPLETION OF WORK, DELIVER COMPLETED
PROJECT RECORD DOCUMENTS TO ARCHITECT/ENGINEER. PROJECT RECORD
DOCUMENTS SHALL BE IN CADD AND SHALL INCLUDE
ANY SPECIAL SYSTEMS (FIRE ALARM, ETC.) AND "PROJECT RECORD"
SHOP DRAWINGS.
CONSULTING ENGINEERS, INC.
OUTLET BOXES:
1.
12. MAKE PROVISIONS FOR SAFE DELIVERY AND SECURE STORAGE OF ALL MATERIALS.
13. WARRANTIES: PROVIDE A WRITTEN WARRANTY TO THE OWNER COVERING THE
ENTIRE ELECTRICAL WORK EXCLUDING INCANDESCENT AND FLUORESCENT LAMPS,
TO BE FREE FROM DEFECTIVE MATERIALS, EQUIPMENT AND WORKMANSHIP FOR A
PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE. ALL DEFECTIVE EQUIPMENT
OR MATERIALS WHICH APPEAR DURING THE WARRANTY PERIOD SHALL BE
REPLACED OR REPAIRED BY THE ELECTRICAL CONTRACTOR IN A TIMELY FASHION
AT NO COST TO THE OWNER.
1.
CAREFULLY COORDINATE WITH THE REQUIRED REMODELING WORK, CUTTING AND
PATCHING ETC., PERFORMED BY OTHER TRADES. REMOVE OR RELOCATE EXISTING
ELECTRICAL CONDUITS, WIRES, DEVICES, FIXTURES AND OTHER EQUIPMENT AS
NECESSARY.
2.
B.
SECTION 16137 - BOXES, ENCLOSURES AND CABINETS
BLACK
RED
BLUE
WHITE
GREEN
PINK
5.
1.
COORDINATE CORE DRILL LOCATIONS WITH STRUCTURAL PRIOR TO WORK.
120/208 VOLTS
PHASE A:
PHASE B:
PHASE C:
NEUTRAL:
GROUND:
TRAVELERS:
SECTION 16095 - DEMOLITION FOR REMODELING
11. PROVIDE ALL CORE DRILLING, CHANNELING, CUTTING, PATCHING, SLEEVES, ETC. AS
REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT. SEAL HOLES,
FIREPROOFING WHERE NECESSARY, AND REFINISH ALL REPAIR WORK TO ORIGINAL
CONDITION WHERE DAMAGED BY ELECTRICAL WORK.
A.
BROWN
ORANGE
YELLOW
GRAY
GREEN
PURPLE
SECTION 16080 - ELECTRICAL TESTING
1.
11/9/2015 4:39:56 PM
WIRING FOR CONTROL SYSTEMS SHALL BE COLOR-CODED IN ACCORDANCE
WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT.
DEFINITIONS AND STANDARDS:
A.
9.
CONDUCTORS NO. 8 AWG AND SMALLER SHALL BE FACTORY COLOR CODED.
WIRE NO. 6 AWG AND LARGER MAY BE COLOR CODED BY FIELD PAINTING OR
COLOR TAPING A 6-INCH LENGTH OF EXPOSED END.
ENTER ADDRESS HERE
845 SOUTH 220 EAST
OREM, UTAH 84058
3.
THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE
GENERAL CONDITIONS, SUPPLEMENTAL GENERAL CONDITIONS OF THE PROJECT
SPECIFICATIONS, ANY BASE BUILDING SPECIFICATIONS AND BUILDING CRITERIA,
AND ALL CONTRACT SPECIFICATIONS AND DOCUMENTS.
JORDAN TECHNICAL
2.
845 South 220 East
Orem, UT 84058
Phone: 801.229.0088 Fax: 801.229.0089
www.sandstromarchitecture.com
SA-1527 JORDAN TECHNICAL CENTER
1.
DATE
FEBRUARY 2 2016
DRAWN BY
SPARE FUSE CABINET: IF REQUIRED, WALL MOUNT SIZE AS REQUIRED FOR STORAGE
OF SPARE FUSES SPECIFIED WITH 15 PERCENT SPARE CAPACITY.
SA-1227
CHECKED BY
LDF
GMG
SHEET DESCRIPTION
ELECTRICAL
SPECIFICATIONS
ELECTRICAL METALLIC TUBING (EMT) SHALL BE UTILIZED FOR ALL DRY, ABOVE
GRADE OR ABOVE FLOOR FEEDERS AND BRANCH CIRCUIT HOMERUN APPLICATIONS
IN ACCORDANCE WITH ARTICLE 358 OF THE NATIONAL ELECTRICAL CODE.
COUPLINGS SHALL BE STEEL SET SCREW TYPE.
SHEET NUMBER
ELECTRICAL SPECIFICATIONS
SCALE: NO SCALE
1
E4.01