APPROVED RESUB1 BLD2022-0282+Plumbing_Plan+4.6.2022_11.00.32_AM+2785456GENERAL NOTES - MECHANICAL
PLUMBING NOTES
NON-STRUCTURAL
MECHANICAL COMPONENT NOTES
I.
THESE NOTES APPLY TO ALL PLUMBING DRAWINGS.
I.
WATER HAMMER ARRESTERS: PROVIDE AT THE END OF
I.
THE COMPONENT IMPORTANCE FACTOR OP) FOR ALL
HOT AND COLD WATER LINES SERVING TWO OR MORE
NON-STRUCTURAL COMPONENTS SHALL BE:
2.
REFER TO ARCHITECTURAL AND STRUCTURAL
FIXTURES. SIZE IN ACCORDANCE WITH PLUMBING AND
IP = 1.0
DRAWINGS FOR LOCATIONS OF EXPANSION/SEISMIC
DRAINAGE INSTITUTE (PD0 REQUIREMENTS.
2.
THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE
JOINTS. PROVIDE EXPANSION/SEISMIC JOINTS FOR
2018 UNIFORM PLUMBING CODE AND FROM THE AMERICAN
PIPING AND DUCTWORK CROSSING EXPANSION/SEISMIC
2.
REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP):
SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-05. THE
JOINTS WHERE NOTED ON THE DRAWINGS.
PROVIDE INDIRECT DRAIN PIPING FROM RPBP TO
CONTRACTOR SHALL REFER TO THE ABOVE FOR
NEAREST DRAIN. INSTALL FUNNEL AT RPBP IF REQUIRED.
ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER
3.
UNLESS OTHERWISE SPECIFIED, THE GENERAL
DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO
CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR
3.
ACCESS PANELS: PROVIDE IN NON ACCESSIBLE
REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN
PAINTING, CUTTING, AND PATCHING OF EXISTING
CEILINGS AND WALLS FOR VALVES, WATER HAMMER
BID.
FLOORS, WALLS, AND PARTITIONS IN THE EXISTING
ARRESTERS, CLEANOUTS, AND OTHER ITEMS THAT
BUILDING.
REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE
3.
2018 BUILDING CODE, SCOPE: ARCHITECTURAL,
THE BUILDING.
MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL
4.
REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE
COMPONENTS THAT ARE PERMANENTLY ATTACHED TO
METHODS/LOADS FOR HANGING PIPING/DUCTS FROM
4.
CLEANOUTS: PROVIDE AT THE BASE OF SANITARY
STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS
STRUCTURAL MEMBERS. VERIFY WITH THE LANDLORD
DRAINAGE, PROCESS WASTE, AND RAINLEADER
SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE
REGARDING APPROVED METHODS OF ATTACHMENT.
CONDUCTORS.
EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH
ASCE 7-05, EXCLUDING CHAPTER 14 AND APPENDIX IIA.
5.
DO NOT RUN ANY PIPES OVER ANY ELECTRICAL PANEL
5.
DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR
OR SWITCHGEAR. COORDINATE PIPE LOCATIONS TO
FLANGES AT PIPING CONNECTIONS TO EQUIPMENT,
4.
2018 BUILDING CODE, CONTRACTOR RESPONSIBILITY: THE
AVOID ELECTRICAL PANELS.
COILS, TRAPS, CONTROL VALVES, AND OTHER
CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COMPONENTS TO ALLOW DISASSEMBLY FOR
CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM,
6.
PROVIDE MANUFACTURER'S RECOMMENDED AND CODE
MAINTENANCE.
DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING
- REQUIRED CLEARANCES AROUND PIECES OF
COMPONENT LISTED IN THE STATEMENT OF SPECIAL
EQUIPMENT. PIPING AND CONDUIT SHALL NOT
6.
PROVIDE PIPING MATERIALS PER SPECIFICATION PRIOR
INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT
INTERFERE WITH REQUIRED ACCESS.
TO ORDERING AND INSTALLING.
OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE
OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE
7.
EQUIPMENT LAYOUT IS BASED ON EQUIPMENT LISTED IN
7.
PROVIDE AN INSULATED COPPER TRACER WIRE OR
SYSTEM OR COMPONENT. THE CONTRACTOR'S
EQUIPMENT SCHEDULES. ANY OTHER EQUIPMENT USED
OTHER APPROVED CONDUCTOR ADJACENT TO
STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE
IS SUBJECT TO MEETING PERFORMANCE
UNDERGROUND NONMETALLIC (PLASTIC) PIPING.
FOLLOWING:
REQUIREMENTS OF LISTED EQUIPMENT. MAKE
ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR
NECESSARY ADJUSTMENTS TO ASSURE OTHER
THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT
A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL
EQUIPMENT WILL FIT IN AVAILABLE SPACE AND WILL NOT
EACH END OF THE PIPING. THE TRACER WIRE SHALL NOT
REQUIREMENTS CONTAINED IN THE STATEMENT OF
EXCEED WEIGHT AND ELECTRICAL REQUIREMENTS.
BE LESS THAN NO. 18 AWG AND THE INSULATION TYPE
SPECIAL INSPECTIONS;
SHALL BE SUITABLE FOR BURIAL.
8.
ALL PIPING SHALL BE PROVIDED WITH SEISMIC
B. ACKNOWLEDGEMENT THAT CONTROL WILL BE
RESTRAINTS IN ACCORDANCE WITH IBC SEISMIC DESIGN
8.
PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORNGE
EXERCISED TO OBTAIN CONFORMANCE WITH THE
CATEGORY D. CONTRACTOR SHALL HIRE A LICENSED
TAPE AT CONCEALED VALVE LOCATIONS.
CONSTRUCTION DOCUMENTS APPROVED BY THE
PROFESSIONAL ENGINEER IN THIS STATE TO DESIGN
BUILDING OFFICIAL;
CATEGORY D. CONTRACTOR SHALL HIRE A LICENSED
9.
UNLESS OTHERWISE NOTED, ALL WASTE PIPING TO BE
PROFESSIONAL ENGINEER IN THIS STATE TO DESIGN
SLOPED AT 1/4 ' - 1'-0" - 2% MIN
C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE
ANY NECESSARY ANCHORAGE, BRACING, ETC. FOR
CONTRACTOR'S ORGANIZATION, THE METHOD AND
MECHANICAL COMPONENTS TO COMPLY WITH IBC
FREQUENCY OF REPORTING AND THE DISTRIBUTION OF
SECTION 1621 AND ASCE 7-02 SECTION 9.6.3.
THE REPORTS;
9.
THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN
D. IDENTIFICATION AND QUALIFICATIONS OF THE
DESIGNED TO COMPLY WITH STATE ENERGY CODE.
PERSON(S) EXERCISING SUCH CONTROL AND THEIR
DIVISION 22 AND/OR 23 IS RESPONSIBLE FOR CORRECT
ENERGY CODE NOTES
POSITION(S) IN THE ORGANIZATION.
INSTALLATION OF ENERGY CONSERVATION MEASURES.
FOR CORRECT INSTALLATION OF ENERGY
I.
MOTORS: COMPLY WITH MINIMUM FULL LOAD
4.
RESPONSIBILITIES:
CONSERVATION MEASURES.
EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY
AHJ.
A. HANGERS AND SEISMIC BRACING FOR MECHANICAL
10.
PLUMBING VTR'S SHALL BE A MINIMUM OF 5 FEET FROM
SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY
FIRE RATED WALLS AND 15 FEET AWAY FROM OUTSIDE
2.
PIPING INSULATION: COMPLY WITH THICKNESSES AND
CONTRACTOR. REFER TO THE MECHANICAL DRAWINGS
AIR INTAKES.
TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ
FOR LOCATIONS OF EQUIPMENT AND HUNG
UNLESS MORE STRINGENT REQUIREMENTS ARE
SPECIFIED.
MECHANICAL SYSTEMS AS STRUCTURAL DRAWINGS DO
II.
COORDINATE ROOF PENETRATIONS WITH STRUCTURAL
NOT SHOW THE LOCATIONS OF MECHANICAL
BEAMS.
3.
RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER
EQUIPMENT, DUCTWORK, PIPING, AND OTHER
12.
PROVIDE COPPER CONDENSATE DRAINAGE PIPING
PER ENERGY CODE ENFORCED BY THE LOCAL AHJ.
COMPONENTS.
FROM MECHANICAL EQUIPMENT WITH INSULATED PIPING
B. COORDINATE THE SUPPORT SYSTEMS AND DESIGN
AND WITH RUNNING TRAP. ROUTE CONDENSATE PIPING
4.
OPERATION AND MAINTENANCE MANUALS: SUBMIT TO
LOADS FOR HUNG PIPING AND OTHER MECHANICAL
TO CODE ALLOWED RECEPTOR.
THE BUILDING OWNER PER ENERGY CODE ENFORCED BY
SYSTEMS (INCLUDING COMBINED MULTIPLE PIPE RUNS)
THE LOCAL AHJ.
13.
PENETRATIONS SHALL BE PROPERLY SEALED WITH
5.
MECHANICAL SYSTEMS COMMISSIONING AND
WITH THE GENERAL CONTRACTOR AND THE STEEL AND
EXPANDING FOAM AND FILLED WITH CONCRETE FILL, OR
COMPLETION REQUIREMENTS: TEST SYSTEMS TO
WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER
AS APPLICABLE PER BUILDING CODE(S).
ENSURE THAT BUILDING SYSTEMS HAVE BEEN DESIGNED,
TRADES THAT MAY BE IMPACTED.
INSTALLED, AND FUNCTION PROPERLY, EFFICIENTLY,
14.
COORDINATE UTILITIES WITH FINAL FIELD CONDITIONS.
AND CAN BE MAINTAINED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS IN ORDER TO SATISFY THE
15.
CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR
BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL
AND LOCATED WHERE SHOWN ON THE PLANS.
REQUIREMENTS PER ENERGY CODE ENFORCED BY THE
ALTERNATE FLOOR CLEANOUT LOCATIONS PROPOSED
LOCAL AHJ.
SHALL BE APPROVED BY THE ARCHITECT PRIOR TO
REVISING
6.
THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN
DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED
BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR
CORRECT INSTALLATION OF ENERGY CONSERVATION
MEASURES
MECHANICAL EQUIPMENT INSTALLATION NOTES
I. ACCESS CLEARANCES FOR MAINTENANCE AND
REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF
EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN
BE MET. COORDINATE LOCATIONS OF MECHANICAL
WORK AND WORK OF OTHER TRADES TO PROVIDE
ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BF
ON JOB SITE
City Of Edmonds
Building Department
Work PLUMBING FOR FUTURE T/I
-----------------------------------------------------
Address: 558 MAIN ST (EAST BLDG)
-------------------------------------------------------------
--------------------------------------------------------,
Owner VIRTUE WINES- MAIN ST COMMONS- EAST
--------- ----------------,
Approved Date 04/06/2022
Building Official: ErU,, Ca4,i r
---------------------------------------------------------
Permit Number BLD21022=10282
General Notes
No. Revision/Issue Date
Firm Name and Address
STATE MECHANICAL
8706 S 222ND ST
KENT, WA 98031
Project Name and Address
VIRTUE WINES @
MAIN STREET COMMONS
EAST BUILDING
RESUB
550 MAIN ST
Apr 06 2022
E:r)r\nnr.rnc MA nOnOn
L V I I \JI N LJ/ .) V V H % V V L V
CI rY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ACTUAL ADDRESS IS 558
MAIN ST
Project
VIRTUE WINES
Sheet
EAST BUILDING
P005
Date
MARCH 4, 2022
Scale NONE
SPECIFICATION AND SUBMITTAL
GB2 35/50 GPM Grease Interceptor for Indoor Use
Mt
This unit is certified to ASME A112.14.3 (Type C) and
CSA B481.1 at two different flow rates and includes the internal flow
�o controls for both. External flow control with vent not required.
SUBMITTAL
Standard
Location: indoor
Installation: above/below grade
Flow Rates / Grease Capacities:
35 GPM (2.2 L/s) / 130.5 lbs. (59.2 kg)
50 GPM (3.2 L/s) / 127.6 lbs. (57.9 kg)
Solids Capacity:1.8 gal. (6.8 L)
Liquid Capacity: 20 gal. (75.7 L)
Weight: 49 lbs. (22.2 kg)
Connections: 3" (75 mm) and 4" (100 mm) plain end
Cover: bolted gas/water tight polypropylene with 1,000 lb. load rating
when unit is buried with FCRI riser
Approval
13-3/4"
(35 cm)
_'L
Satisfies Miami DERM 99 % efficiency requirements
when at least 2 units are installed in series
Options
❑ -FO: fixed outlet diffuser
❑ FCRI (xl): > 2-1/8" - 12" field cut riser
❑ FCRI (x2): > 12" - 24" field cut risers
❑ CCI: membrane clamping collar kit (requires FCRI riser)
❑ PPI: pumpout port kit
❑ SGK2: support gusset kit
❑ PLAIN-EA-24: 2" (50 mm) plain end fitting
❑ FPT-EA-34: 4" x 3" (100 mm x 75 mm) FPT fitting
❑ FPT-EA-23: 3" x 2" (75 mm x 50 mm) FPT fitting
Signature: Date: Company:
Specifying Engineer: Engineering Firm:
Pagelof4
SPECIFICATIONS
Notes
1. 4" FPT inlet/outlet with 3" and 4" plain end fittings.
2. Unit weight - 49 lbs. (wet weight 216 lbs.)
3. Capacities - Liquid: 20 gal.
@35 GPM- Grease: 130 lbs. (17.8 gal.)
@50 GPM- Grease: 127 lbs. (17.3 gal.)
Solids: 1.8 gal.
4. Built-in flow control.
5. For gravity drainage applications only.
6. Do not use for pressure applications.
7. Cover placement allows full access to tank for
proper maintenance.
S. Vent not required unless per local code.
9. Engineered inlet and outlet diffusers are
removable to inspect/clean piping.
10.Integral air relief / anti -siphon.
Engineer Specification Guide
Schier Great Basin"' grease interceptor model #GB2
shall be lifetime guaranteed and made in USA of
seamless, rotationally -molded polyethylene.
Interceptor shall be furnished for above or below
grade installation. Interceptor shall be certified to
ASME A112.14.3 (type C) and CSA B481.1, with field cut
riser system, built-in flow control and three outlet
options. Interceptor flow rate shall be 35 or 50 GPM.
Interceptor grease capacity shall be 130 lbs. @ 35
GPM or 127 lbs. @ 50 GPM. Cover shall provide
water/gas-tight seal and have minimum 450 lbs.
load capacity.
Certified Performance
Great Basin"' hydromechanical grease interceptors are
third party performance -tested and listed by IAPMO to
ASME #AI12.14.3 and CSA B481.1 grease interceptor
standards and greatly exceed requirements for grease
separation and storage. They are compliant to the
Uniform Plumbing Code, the National Standard
Plumbing Code, the National Plumbing Code of Canada,
and the International Plumbing Code.
TOP VIEW
35"
r Outlet "A"
ash (Optional)
O'O'O'O'O'O'o' PO'O'O'O'O'O'O
A 00000000 0°0°0°0° A
°o
t O _ 4O°O°O t
23"
Inlet- °a°oo°°oa p 0000� Outlet"B"
0 0 0 0 0 0 (Standard)
0000000 000000o Outlet foot
0 0 0 o O o 0 o must face this
00000 ® ® o0000
0 0 0 0 o D 0 0 0 o direction in all
o0000e 0000000o00000
0 0 0 0 0 0 0 0 0 0 0 o configurations
o e000000eo
Outlet "C"
(Optional) _12-7/16"
SECTION A -A
Ck of 4" FPT
See Note #10
inlet & outlet 0 21-1/2" Cover
i -
13-3/4" 1 -- - -
-
8-3/4"
6-3/4"invert
Engineered inlet
Static water line
and outlet diffuser
OUTLET END VIEW
Rated Grease Capacities
for Units Piped in Series
No. of Units Removal Efficiency
in Series 97.8 99 *
2 274lbs. 180lbs.
NOTE: Flow rate for 2 GB2 units piped in
series is 35 GPM only
* Satisfies Miami DERM 99%
efficiency requirements
Page 4 of 4
i►
*ALL WTR CLOSET
TO BE 3'' WASTE
*ALL DRAINS TO SINKS.
TO BE 2'' WASTE
WITH 1-1/2'' TRAP ARMS
*CLEAN OUTS PER CODE
TIE INTO
EXISTING
SANITARY
VIRTUE WINES FIXTURE SCHEDULE
FIXTURE
CITY
DESCRIPTION
PIPE SIZES
FIXTURE UNITS
COLD
HOT
WASTE
VENT
WATER
VAULE
WATER
TOTAL
WASTE
VALUE
WASTE
TOTAL
Dump Sink
1
Drop In SS Sink FBO
1/2"
1/2"
2"
1-1/2"
1.5
1.5
2
2
Hand Sink
1
Drop In SS Sink FBO
1/2"
1/2"
2"
1-1/2"
1.5
1.5
2
2
3 Comp Sink
1
Drop In SS 3 Comp Sink FBO
1/2"
1 1/2"
2"
1 1-1/2"
1.5
1 1.5
2
1 2
t Wate ank
1
AO Smith EJC-1010gal 1.65kw 120v Water Heater
'c mp
3/4"
3/4"
*
*
0
0
Grease Interceptor
1
Schier G132 35/50 GPM Grease Interceptor for
Indoor Use
*
*
2"
1-1/2"
0
0
0
0
4.5
6
WATER PIPE SIZE (SIZED PER UPC 2018 TABLE 610.4) 3/4" WATER
@ 40-60 PSI = 20 W FU
WASTE & VENTING PIPING SHALL BE: ABS OR PVC PIPE AND DOMESTIC WATER PIPING SHALL BE: COPPER OR PEX PIPE
ALL DOMESTIC WATER PIPING WILL BE INSULATED IN ACCORDANCE WITH WASHINGTON STATE 2018 ENERGY CODE
WASTE PIPE SIZE ( SIZED PER UPC 2018 TABLE 702.1) 2" VERTICAL 3" HORIZONTAL VTR
'J
IN
N 3 COMP
SINK
STINK 2
SINK SCHIER GB-2
GREASE TRAP
2� @ 3 COMP SINK
5/4" RELIEF LINE T
FULL SIZE DRAT
TO HUB DRAT
R-10 RIDGID FO
INSULATING P
i►
WATER HEATER DETAIL
SCALE: NONE
IXING VALVE
SEISMIC RESTRAINTS
PER U.P.0
General Notes
Correction Grease Interceptor
Resizing To GB2 35GPM
4.6.22
No.
Revision/Issue
Date
Firm Name and Address
STATE MECHANICAL
8706 S 222ND ST
KENT, WA 98031
Project Name and Address
VIRTUE WINES @
MAIN STREET COMMONS
EAST BUILDING
RESUB
550 MAIN ST
Apr 06 2022
=nNnnNlnc' IAiA nonnn
LVI IL/IVVJ VVH %UULV
UrY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ACTUAL ADDRESS IS 558
MAIN ST
Project
VIRTUE WINES
Sheet
EAST BUILDING
P 1 0
Date
MARCH 4, 2022
•
Scale NONE