HomeMy WebLinkAboutCOM2014-00045 High School Final - COM Permit / Conditions - 1/8/2021 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line (360)427-7262
�ASo� cot, Phone: (360)427-9670, ext. 352
Mason County Bldg. III
• 426 W. Cedar
Shelton, WA 98584
1854
COMMERCIAL BUILDING PERMIT COM2014-00045
OWNER: NORTH MASON SCHOOL DISTRICT NO.403 RECEIVED: 4/30/2014
CONTRACTOR: LICENSE: EXP: ISSUED:, 11/7/2014
SITE ADDRESS: 90 E NORTH MASON SCHOOL RD BELFAIR EXPIRES: 5/7/2015
PARCEL NUMBER: 122082260000
LEGAL DESCRIPTION: NW NW EX VACATED PART OF LAKEWOOD PLAT K
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
CONSTRUCTION OF ANEW HIGH
SCHOOL.....FOUNDATION ONLY PERMIT ISSUED 8/19/2014
SEE COM2014-00118
General Information Construction &Occupancy Information
Type of Use: Insp.Area: No. of Units: Type of Constr.: VB
Type of Work: NEW Fire Dist.: 2 No. of Bathrooms: 19 Occ. Group: E
Valuation: $ 15,899,288.6, No. of Stories: 2 Exit Design. Load:
Building Height: 45
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: Width: Building: 118,631
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline&Planning Information
Front: W 800.00 Ft. Shoreline: Ft.
Rear: E 260.00 Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable
Side 1: N 720.00 Ft. SEPA?:Yes Comp. Plan Desig.: Rural
Side 2: S 280.00 Ft.
Fire Protection System Information
Auto Fire Alarm System?: Y Emergency Key Box?: Y Standpipe?: Y
Auto Fire Sprinkler System?: Y NFPA 13 Access Road?: Y Fire Extinguishers?: Y
Fixed Fire Suppression System?: Fire Hydrants?: Y Fire Lanes?: Y
COM2014-00045 Please refer to the following pages for conditions of this permit. Page 1 of 13
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Backflow Devices 4 Additional Fixtures 2 Planning Review Fee TVV ai,Anignia Z44n nn ;g,?nldnn
Clothes Washer 4 Additional Fixtures 3 IFC Plan Check Fee T1AI di4ni,?n,d 0 1 Q AQ7 Q7 Sggn1Ann
Dishwasher 7 Exhaust Hood 3 EH Plan Review TIAI di4ni,)n1A a9nn nn c*)gniAnn
Drinking Fountain 9 Furnace<100K 22 Public Works Review nAI di4ni,?ntd �qSF nn S,?gnldnn
Floor Drain 33 Furnace>100K 1 Non-Res. Energy Code TAA/ di4nignid -.�Rn nn q�,?ntdnn
Floor Sink 19 Gas Outlets 4 Plan Check Fee T`Ai di4nnnld -�4R QQR Qd q,gn1Ann
Hosebibs 14 Heat Pump 7 Building Permit Fee I AIA/ 6/14/9Md R5q QQ4 75 S19n1dnn
Kitchen Sink 46 Unit Heater 3
Ventilation Fan 23 Building State Fee I AXA/ R1,41gn1d ad Rn q,�n,dnn
Lavatories 15 Plumbing Base Fee I A%A/ 7nQnnid !�94 7n gignldnn
Showers 32 Mechanical Permit Fee TIN Rid1qn14 TR71 ?n C1gn1dnn
Trap Primer 16 Mechanical Base Fee T\AI F Al9niA R7R r,n S»nldnn
Urinal 8 Plumbing Permit Fee -RAI RId19niA aq non gn sign1Ann
Water Closets (Toilets) 41
Water Heaters 2 Total $122,321.76
CASE NOTES FOR
COM2014-00045
CONDITIONS FOR
COM2014-00045
1)
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COM2014-00045 Page 2 of 13
2) This project is approved for compliance to the 2012 International Energy Conservation Code/Washington State Energy Code (IECC/WSEC),
components shall be installed as follows:
ENVELOPE: Prescriptive Using Table C402.2
Roof insulation:
• Insulation placed entirely above roof deck minimum R-30 insulation
• Metal building assembly shall be provided with not less than R-25 + R-11 continous liner system
* Attic spaces shall be provided with not less than R-49 insulation.
Wall insulation:
• Wood framed walls shall be provided not less than R-21 insulation.
" Concrete CMU walls shall be provided with continuous R10 insulation,
Slab insulation R-10 or better installed in around the entire perimeter from the top of the slab edge to the bottom of the footing. In addition area
where heat is installed in the slab the heated slab shall be insulated under the entire slab.
Fenestration including doors and windows, including store door(s) shall have a U-Factor as noted on sheetA0.04 or in accordance with Table
C402.3. Vinyl framed windows U-0.30 or less, doors not more than U-0.60 and skylights U-0.50 or less. Solar heat gain coefficient(SHGC) 0.40 or
better except skylights SHGC 0.35 or better.
Refrigerated coolers and freezers shall comply with C402.6. Refrigerated coolers shall contain not less than R-25 insulation in walls, ceiling, and
door. Freezers shall contain not less than R-32 insulation in walls, ceiling, and door
LIGHTING:
INTERIOR LIGHTING shall not exceed 114,943 watts using LED lighting and be provided with daylighting controls.
OCCUPANCY SENSORS shall be installed in all classrooms, conference/meeting rooms, employee lunch and break rooms, private offices,
restrooms,janitorial closets, and other spaces 300 sq. ft or less enclosed by floor to ceiling height partitions. Corridors shall be controlled with low
voltage lighting control system.
EXTERIOR LIGHTING shall not exceed 8480 watts and facade lighting shall not exceed 8089 watts.
MECHANICAL SYSTEM:
The mechanical system is approved as proposed shown on Sheet M6.01.
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3) 3000 PSI CONCRETE WILL REQUIRE SPECIAL INSPECTION IF THE QUANTITY EXCEEDS 50 CUBIC YARDS< LESSER AMOUNTS WILL
REQUIRE AN APPROVED CONCRETE SUPPLIER TO PROVIDE YOU WITH A BATCH TICKET THAT WILL BE REQUIRED TO BE SUBMITTED
TO THE SITE INSPECTOR FOR THE VERIFICATION OF MATERIAL USED. X
4) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title
14.2
X
5) Th leted building shall be tested in accordance with the 2012 IECC/WSEC, Section 402.4.1.2.3, with an air leakage rate of the building
envelope that does not exceed 0.40 cfm/sq. ft at a pressure differential on 0.3 inches w.g. in accordance with ASTM E 779. A report that includes
the tested surface area, air by volume, stories above grade, and leakage rates shall be submitted to the Mason County building dept. prior to the
final occupancy inspection.
X
6) Chan s to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements),
Buildi lumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction.
X
7) All construction and demolition debris must be removed from the shore area after project completion. Proper diss&zal of construction debris must
be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X
8) 1) The Applicant shall comply with the Construction Storm Water Plan prepared in coordination with the Masorrtounty Building Permit
COM2014-00045 in April 2014. The applicant shall be subject to necessary on-site inspections as part of the implementation of that Building
Permit.
2) The SWPPP shall be implemented as detailed in the provided document; operations shall comply with the April, 2014 site plan, the stormwater
monitoring plan, the erosion & sediment control best management practices, and the oil and fuels spill plan procedures for prevention, response
and reporting.
3) Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water
PI Re orts shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final
permit val. Copies of all special inspection reports shall be made available at time of inspection.
X
9) Cook ppliances installed within the structure shall be provided with exhaust hoods in accordance with the 2012 International Mechanical Code
(IMC) Section 507 as amended by Washington State (WAC).
Type I hood and required suppression systems shall be installed over appliances that produce grease or smoke.
Type II hoods shall be installed above dishwashers and appliances that produce heat or moisture AND do not produce grease or smoke as a result
of the cooking process.
Domestic cooking appliances used within the structure shall be provided with Type I, Type II, or residential hoods as allowed in Table 507.2.2
(WAC). Residential hoods are allowed over domestic appliances located in the FACS Classroom (023).
A s e fire protection permit and approval shall be required for type I hood and duct suppression systems.
X
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10) The following items are deferred submittals:
1. Automatic Fire alarm system per NFPA 72. Include pull station at FACP room, at reception office. Provide smoke/heat detectors within 15-ft
above panel, extra hazardous rooms, including chemistry, art, cooking, etc. Smoke detectors in restrooms.
2. Automatic Fire sprinkler system per NFPA 13.
No work of any kind is to be done on any of these items until a fire protection permit for each item, plans, specifications and engineering is
submitted.,and approved and the fire protection permits are issued..
X
11) An ges in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to
construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are
removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and
collec the Mason County Building Department prior to any further inspections being performed or approvals granted.
X
12) Prior inal approval, all upland areas disturbed or newly r d by construction activities shall be seeded, vegetated or given an equivalent type
of erosion protection (silt fencing or straw matting). X
13) The means of egress shall be illuminated and marked with signage in accordance with IBC chapter 10.
Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel
to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the
path of egress travel is not immediately visible to the occupants. Field corrections may be necessary during construction in order to clearly identify
a discernable exit path.
The rooms designated at CTE shop, room 120, includes an exit through an adjoining work area and Ceramics room 119 exits through an adjoining
work room. The exit path through storage areas and work rooms shall be permanently identified with paint in order to keep the area free from
obstr is.
X
14) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENTAND THE
ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in
conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a
Ma so my Building Inspector shall be made prior to requesting additional inspections.
X
15) All bui ing permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The
failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being
non-c iant with Mason County ordinances and building regulations.
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16) An NFPA 13 fire sprinkler system is required, a separate permit application is required to be submitted and approved prior to the installation of the
syste
X
An L12A2 automatic fire alarm system is required to be installed, a separate permit application is required to be submitted and approved prior to
the in tion of the system. See condition #10 for additional information.
X
Fire extinguishers are required to be installed per chapter 9 of the 2012 International Fire code and NFPA 10. A minimum of but not limited to
2A10BC fire extinguisher installed with a maximum travel distance of 75 feet in any direction mounted no more than 60 inches above the floor to
the to the unit, with at least one on every level.
X
A kn ox is required to be installed per section 506 of the 2012 International Fire code. Please contact the local fire district for more information
and insDactions.
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2012 section 410.3.6 Scenery. Combustible materials used in set and secenery shall meet the fire propagation performance criteria of NFPA
701, in accordance with section 806 and the International Fire code. Foam plastics and materials containing foam plastic shall comply with section
2603 and the International Fire code.
At t e of final inspection documentation is to be provided by the applicant showing all scenery materials comply with this criteria.
X
MC Fire Marshals Office reserves the right to modify life safety conditions upon final inspection due to the complexity of the project and details that
may have not been observed upon plan review.
X
WO doors will be tested for operation during the Fire Alarm Final.
X
Any or or glass opening in rated walls shall met the required fire resistive and impact rating for such openings as noted in the 2012 International
Building Code.
X
Any new structures on this campus may require additional Tank and fire flow. Before being placed into service pumps shall be tested to current
codes and standards. Annual compliance testing shall be completed on current pumps.
X
See IFC 503.3 for fire lane access and marking issues.
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Class K extinguisher(s) are required in all cooking areas including the cooking classrooms.
X
Separate submittal of plans are required for underground, fire sprinkler system, fire alarm, hood and suppression systems.
X
Local fire district will address port sizes and adapter fittings for fire hydrants and FDC.
X A)
FD ocation to be determined by local fire district.
X 41,
If t uilding is fully alarmed in all occupied areas in addition to NFPA 72 requirements, fire flow may be reduced by 250gpm. See MC Fire Flow
Work Sheet, calculations have also been approved by WA State Fire Marshals Office and the local Fire District. This may allow current water
onsite to be used without the installation of an additional water tank. Be advised that any further modifications/additions to the building will result in
an increased water flow requirement which may include the instalation of an additional water tank.
X
17) PER LE 14 MASON COUNTY BUILDING CODE - CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS - 14.17.110:
Afire apparatus access road in excess of 14% grade and more than 150' to new residential or commercial structures will require an automatic fire
sprinkler system installed. Contact the Mason County Fire Marshal at (360)427-9670, extension 352, for further information.
x
18) THE F TION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X
19) To const e 16'x25' greenhouse shown on sheet A1.04 a separate building permit and approval shall be required prior to construction.
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20) Exha ystems designed to capture and control hazardous emissions generated from product handling or processes shall covey those emissions
to the out doors in systems designed in accordance with Chapter 5 of the 2012 Interational Mechanical Code (IMC). The requirement shall apply to
lab ones where the use of chemicals is related to testing, teaching and wood working facilities.
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21) SYSTEMS COMMISSIONING
Prior to obtaining final occupancy approval the registered design professional shall provide evidence of systems commissioning and completion in
accordance with the 2012 International Energy Conservation/Washington State Energy Code (IECC/WSEC) Section C408.
Copies of all documentation shall be given to Mason County Department of Community Development prior requesting the final occupancy
inspection and shall include commissioning of the building mechanical system (C403), service water heating systems (C404), electrical power and
lightin systems (C405), and energy metering (C409).
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22) LOS ' stallation approval mus be completed prior to temporay/final occupancy.
X
23) Mechani appliances shall be installed in accordance with manufacturer speciafications and inaccrodance with the 2012 International Mechanical
Code (IMC), 2012 International Fire Code (IFC), and as regulated otherwise by Washington State amendment and code approved references.
Provide manuafacturer specifications on-site for inspections.
X �Q
24) Prev , control and mitigation of dangerous conditions related to storage, dispensing, use and handling of hazardous materials shall be in
accordance with the 2012 International Fire Code, chapter 50. All Material Safety Data Sheets (MSDS)for all hazardous materials used within the
facility shall be placed in a notebook and permanently located in a conspicuous location inside the building near the main entrance, unless
approved otherwise by the local fire district.
In addition Labortatories, art rooms, and similar spaces where hazardous materials are stored shall have information available in the rooms where
the hazardous materials will be used and or stored.
X
25) Openin ocated in fire-resistive walls, floors, and ceilings shall be rated in accordance with the 2012 International Building Code, Section 716.
Doors located in 1-hour fire barriers shall be rated and properly with not less than 1-hour tested assembly and 2-hour fire walls shall be provided
with 1.5 hour tested assemblies. Provide manufacturer specifications and installation specifications for openings located in the the fire resistive
assemblies.
Provide detailed information on manufacturer's listing and operation for Won Doors specified and located in the 2-hour fire wall assembly.
Operation of the Won doors will be checked during the fire alarm final inspection.
X
26) Park II be sufficient for 2 standard parking stalls (9 feet by 20 feet) for each 10 students, one stall per employee, and 1 handicap parking
stalls (12.5 feet by 20 feet) per 50 stalls provided with sufficient maneuvering aisles. Handicap stalls shall be of a smooth surface at level or
ramped to entry, located closest to the bui *ng entry, and shall be signed with the International Symbol of Access. Screening from adjacent
residential properties is required. X
27) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the
time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control
of the p "n it holder have prevented action from being taken. No more than one extension may be granted.
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28) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be
granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will harged and collected by the Mason County
Building Department prior to any further inspections being performed or approvals granted. X
29) The occupant load shall be posted in rooms or spaces that is used for assembly purposes accordance with IBC Section 1004.3. The occupant
load posted shall be consistant with occupant loads noted on sheet A0.02 and shall apply to, but not be limited to, the following rooms:
STAGE, PERFORMING ARTS (rooms 401 &400), AND ATTACHED CLASSROOM (room 402),
GYMNASIUM AND AUX. GYMNASIUM (room 700)
COMMONS (Room 600)
LIBRARY(Room 200)
x
30) Pres treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal
fastene,�cr�onnectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
31) All property lines shall be clearly identified at the time of foundation inspection. X
32) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance
Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be
obtained at 1-800-64ZV2. The person signing this condition is either the homeowner, arc ent for the owner or a registered contractor according to
WA state law. X
33) A Class ' " roof assembly shall be installed and verified by manufacturer specifications during the inspection of this project.
X
34) Approv �I er dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
35) Approved per dimensions and setbacks on general site plan submitted on April 28, 2014 and enlarged format for Special Use Permit on Feb. 12,
2014. S acks are measured from the furthest projection of the structure.
X
36) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL
NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason
County^ilding Department prior to any further inspections being performed or approvals granted.
X V
37) Air distribution systems shall be provided with smoke detectors installed in return air systems with a design capacity greater than 2000 cfm, in the
return air duct or plenum up stream of any filters, exhaust air connections, outdoor air connections, or decontamination equipment and appliances,
unless all portions of the building served by the air distribution system are protected by area smoke detectors connected to a fire alarm system
installed in accordance with the 2012 International Fire Code and the smoke dection system is installed in accordance with the 2012 International
Mechanical Code, Section 606.4. Smoke section systems where required shall be installed in accordance with the 2012 International Mechanical
Code, §artion 606.
X
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38) In addition to the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ
one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by
the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17.
SPECIAL INSPECTIONS SHALL BE PERFORMED BY MATERIAL TESTING &CONSULTING IN ACCORDANCE WITH PLAN SHEET S1.03
FOR THE FOLLOWING WORK:
1) Soils
2) Strucutral and other steel
3) Concrete
4) Masonry
5) Wood Framing
6) Suspended Ceiling Grids
7)Anchored Veneer
Special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 and available for
inspection. Inspection reports shall be completed and submitted to the dept. for each inspection on a daily basis whenever work is performed.
Relevant reports shall be submitted prior to the framing and final occupancy inspections.
X a 1
39) In addition to the special inspections specified on sheet S1.03 the following inspections shall be required for structures assigned a risk category III
in accordance with the 2012 International Building Code (IBC)Table 1604.5, and/or located in Seismic Design Category D.
1) Periodic special inspection during anchorage of electrical equipment for emergency or standby power systems. (ref. IBC 1705.11.6#1)
2) Periodic special inspection is required during anchorage of storage racks 8-feet or greater in height(ref IBC1705.11.7)
3) Fire resistant penetrations and joints shall require special inspection of penetration fire stop systems in accordance with IBC 714 and joints in
accordance with IBC 715. Penetration firestops shall be inspected by an approved agency in accordance with ASTM E 2174. Fire-resistant joint
systems shall be inspected by an approved agency in accordance with ASTM E 2393.
X- A
40) The stage, identified as room 401, shall comply with all specifactions of the IBC, IFC, and UMC including IBC Section 410.
Emergency ventilation shall be provided by roof vents constructed to open automatically as depicted in detail 1, sheet A8.0 and located on sheet
A2.10. Vents shall be installed in accordance with Section 410.3.7.1 and labeled in a permanent manner.
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41) A structural observation report, as defined in Chapter 17 of the International Code, shall be provided to the Mason County Building Department.
Reports shall be prepared by the engineer or architect of record responsible for the structural design or another engineer or architect designated by
the engineer or architect or record.
STRUCTURAL OBSERVATION SHALL BE PERFORMED AS APECIFIED ON SHEET S1.03 BY THE ENGINEER OF RECORD, JACK PINKARD,
OR HIS DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE, 1704.5 AND SHALL
INCLUDE THE FOLLOWING:
" Periodic visual observation of the structural systems for general conformance with construction documents at significant construction stages.
* Review of testing and inspection reports
Structural observation reports shall be submitted to the Mason County Building Department, 426 West Cedar
Street, shelton, WA 98584, following each structural observation inspection or report and prior to the framing inspection(s).
A final observation report shall be submitted prior to the final inspection of the structure.
Written statements shall indicate the permit number, type of inspection, and identify any reported deficiencies.
Structural observation is defined as the visual observation of the structural system by a registered design professional for general conformance to
the approved conformance to the approved construction documents at significant construction stages and at the completion of the structural
system.")
X
42) Temp ary erosion control measures must be implemented to prevent water quality degradation of adjacent voWrs or wetlands. Silt fencing, straw,
or surface matting must be installed and maintained until upland vegetation has become established. X ccJJ))
43) This project is approved with 1-hour fire barrier and 2-hour fire walls specified throughout the structure and specified on sheet A0.02.
The fire-resistive assemblies shall be constructed in accordance with Chapter 7 including fire walls constructed in accordance with Section 706,
fire barriers in accordance with Section 707, opening protection in accordance with Section 716, and penetrations in accordance with Section 714.
The fire r sistive assembly shall be have structural stability and be continuous as required in the referenced sections.
X
44) The en facilty shall be designed and constructed to provide accessibility to persons with disabilities in accordance with the 2012 International
Building Code (IBC) and ICC A117.1.
Accessible means of egress shall be provided in accordance with IBC Section 1007. accessible entrances and parking shall be provided in the
amount specified in Sections 1104, 1105, and 1106. Accessible wheelchair spaces shall be provided in assembly areas in accordance with
Section1108. Plumbing fixtures including water closets, showers, sinks and lavatories, and drinking fountains shall be accessible.
Other areas including the kitchen area, check out aisles and service counters, and sports facilities shall also be provided with elements that are
accessible to persons with disabilities in accordance with IBC and ICC A117.1.
/7A
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45) A special inspection of the bleachers shall be required in order to verify that the system is installed in accordance with the engineered design . The
special inspectionshall be performed by by the Washington State licensed design professional and inspection report(s) shall be submitted to the
Mason County Building Department.
X
46) In addition to the ordinary inspection and test requirement special inspections of the smoke control systems shall be tested and inspected to verify
proper commissioning of the smoke control design and final installation are conducted in accordance to approved design and in accordance with
the 2012 International Fire Code, Section 909.
Special inspection shall be performed in accordance with IBC Section 1704 and copies of the report(s) shall be submitted to the Mason County
Building artment, 426 West Cedar St, Shelton, WA 98584. all reports shall be submitted prior to the final occupancy inspection.
X
OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by
signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the
work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if
construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
I L-T
Signat Date
2-I2-t c. -.S . ILL OWNER - EPRESENTATE CONTRACTOR
Print Name (Circle o IV
ne to indicate
COM2014-00045 Page 12 of 13
f, MASON COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT AUG Z�f,
426 West Cedar Street ♦ PO Box 279 ♦ Shelton,WA 98584 S�
(360)427-9670 EXT. 352 FAX(360)427-7798 HOME PAGE—www.co.mason.wa.0
B U I L D I N -CaSpecial Inspection Authorizatio&m 2014 .cood5 �
Project Owner: North Mason School District Building Permit Number b rn a I�-W I I e)
Project Address: 150 E. North Mason School Rd, Belfair Engineer/Architect of record: Raymond Mow, AIA
In addition to the inspections required by International Building Code (IBC) Section 109, the owner or the engineer
or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide
special inspections during construction on the types of work listed under IBC Section 1704.
This form must be completed by the owner or the engineer or architect of record, prior to permit issuance, indicating
who will perform the required special inspections for this particular project. The specified special inspector(s) shall
perform the required special inspections during construction of the project, submit all inspection reports to the
Building Department and provide a final signed report stating whether the work requiring special inspection was, to
the best of the inspector's knowledge, in conformance to the approved plans and specifications and the applicable
workmanship provisions of the IBC. The following checked items require special inspection:
1. Concrete. During the taking of test specimens and placing of reinforced concrete. (IBC 1704.4)
2. Bolts installed in concrete. Prior to and during the placement of concrete around bolts when stress
increases permitted by Table 1912.2 and section 1912.5 are utilized. (IBC 1704.4)
3. Erection of precast concrete members. Periodic inspection per ACI 318: Ch 16. (IBC 1704.4)
4. Shotcrete. Continuous inspection per ACI 318: 5.9, 5.10 and IBC Chapter 19. (IBC 1704.4)
5. Reinforcing steel and prestressing steel tendons. Inspection of reinforcing steel including prestressing
tendons. (IBC 1704.4)
6. Welding of reinforcing steel. Inspection of the welding of reinforcing steel according to AWS D1.4, ACI
318: 3.5.2, and IBC 1903.5.2. (IBC 1704.4)
7. Structural welding. Welding inspection shall be in compliance with AWS D1.1. (IBC 1704.3.1)
8. High-strength Bolting. The installation of high-strength bolts shall be periodically inspected in accordance
with AISC LRFD Section M2.5. (IBC 1704.3.3)
9. Structural Masonry. Masonry construction shall be inspected and evaluated with the requirements of IBC
section 1704.5.
10. Soils. Inspections for fills 12 inches or greater to be performed in accordance with IBC Section 1704.7.
11. Pile foundations. Inspector to be present when pile foundations are being installed and during tests. (IBC
1704.8)
12. Pier foundations. Special inspection of pier foundations for buildings are required in seismic Zone D. (IBC
1704.9)
13. Spray-applied fire resistant materials. Inspections shall be in accordance with sections 1704.11.1
through 1704.11.5.
14. Exterior insulation finish system(EIFS). Special inspection shall be required for all EIFS systems. (IBC
1704.12)
Continued on reverse side
15. Smoke-control system. Smoke control systems shall be tested by a special inspector per IBC Section
1704.14.
16. Special cases. Special inspection shall be required for proposed work that is, in the option of the building
official, unusual in its nature such as alternative methods and material of construction, unusual design applications,
and materials and systems required to be installed in accordance with additional manufacturer's instructions that
prescribe requirements not contained in the IBC or referenced standards.
Installation of structural epoxies a Installation of "high-load shear panels"
Structural Observation(IBC1709) AOther: See drawing sheets for additional requirements
Special Inspector Selection:
The special inspection agency and special inspector shall be registered by the Washington Association of Building
Officials(WABO)for the particular type of construction or operation requiring special inspection. Such inspector(s)
shall be selected by the owner or the owner's agent and approved by the Building Official prior to issuance of the
building permit. The owner's agent shall not be acting as, or employed by the special inspection agency or the
contractor for this project.
Name of Special Inspector or Agency: Type of Inspection: Registration Number:
MTC(Material Testing&Consulting, Inc.) Soils,concrete,steel,masonry,other To be provided
Authorization: I hereby state that I am the legal owner of the project property, or that I am the legal owner's agent
who is not employed by a special inspection agency or contractor associated with this project. In addition, I agree
to comply with the special inspection requirements established by Chapter 17 of the International Building Code as
adopted by Mason County.
l>,t,�, Erz,,- S• 0 b-Lsosi 8�1g�1L+
Signa Printed Name A Owner Agent Date
PURPOSE OF SPECIAL INSPECTION
Special inspection is the monitoring of materials and workmanship which are critical to the integrity of the building
structure to assure that the approved plans and specifications are being followed and that relevant codes are being
observed_ Special inspections are in addition to those conducted by the county building inspector and by the
engineer or architect of record. Special inspectors furnish inspection at all times that their presence is required by
the code, the plans and specifications, and the enforcing jurisdiction. Good communication between the special
inspector and the designer, contractor, and building department is essential.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
Special inspectors are individuals with highly developed, specialized skills who observe those critical building or
structural features which they are qualified to inspect. Duties of special inspectors and/or inspection agencies
include the following:
1. General Requirements
Special inspectors shall review approved plans and specifications for special inspection requirements.
Special inspectors shall comply with the special inspection requirements of the enforcing jurisdiction.
2. Signify Presence at Job Site
Special inspectors should notify contractor personnel and the enforcing jurisdiction of their presence and
responsibilities at the job site.
3. Observe All Work for Which They Are Responsible
Special inspectors shall inspect all work and perform or observe all tests requiring inspection and testing for
conformance with the building-department-approved (stamped) drawings, specifications and applicable
provisions of the code.
f
4. Notification of Discrepancies
Special inspectors shall bring all nonconforming items to the immediate attention of the contractor. If any
such item is not resolved in a timely manner or is about to be incorporated in the work, the engineer or
architect of record and the building official should be notified immediately by telephone or in person, and
the item noted in the special inspector's written report. The special inspector shall write a separate report
to be posted at the job site regarding noted discrepancies which should contain, as a minimum, the
following information about each nonconforming item:
• Description and exact location,
• Reference to applicable detail of approved plans/specifications,
• Name and title of each individual notified and method of notification, and
• Resolution or corrective action.
5. Reports
A. Inspection reports
The special inspector should complete written inspection reports for each inspection visit and provide the
reports on a timely basis determined by the building official. The special inspector or inspection agency
shall furnish these reports directly to the building official, engineer or architect of record, and others as
designated. These reports should be organized on a daily format and may be submitted weekly at the
option of the building official. In these reports, special inspectors should:
• Describe inspections and tests made with applicable locations;
• List all nonconforming items;
• Indicate how nonconforming items were resolved;
• List unresolved items, parties notified, and time and method of notification; and
• Itemize changes authorized by the architect/engineer of record and approved by the building department,
if not included in the nonconformance items.
B. Final reports
Special inspectors or inspection agencies shall submit a final, signed report to the building department
stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of
their knowledge, in conformance with the approved design drawings, specifications, approved change
orders and the applicable provisions of the code. Items not in conformance, unresolved items or any
discrepancies in inspection coverage(i.e., missed inspections, periodic inspections when continuous was
required, etc.) should be specifically itemized in this report.
DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR:
The contractor's duties include responsibility for notifying the special inspector or agency regarding individual
inspections required by the Building Department, or required by the International Building Code, Chapter 17.
Adequate notice shall be provided so that the special inspector shall have appropriate access to the approved
plans at the job site prior to the required inspection. The contractor shall not perform any work that requires special
inspection without the special inspector present. Completion of this form, and the performance of special
inspections does not relieve the contractor's responsibility to schedule required inspections by the Mason County
Building Department prior to concealing any work.
DUTIES AND RESPONSIBILITIES OF THE ENGINEER OR ARCHITECT OF RECORD:
The engineer or architect of record is responsible for identifying which special inspections are necessary,
developing a schedule of required special inspections, and assisting the owner in the selection of the special
inspector. The engineer or architect or record shall review the special inspection reports to determine that all
required special inspections have been performed and that all discrepancies(if any) have been resolved.
DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER:
The project owner, or the engineer or architect of record acting as the owner's agent, is responsible for the funding
of all required special inspection activities in accordance with International Building Code Section 1704.
MASON COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT
426 West Cedar Street ♦ PO Box 186 ♦ Shelton,WA 98584
(360)427-9670 EXT. 352 FAX(360)427-7798 HOME PAGE—www.co.masonma.us
Special inspection policy
Scope:
To ensure compliance with all provisions of Local, State and International Building Codes in addition to
all jurisdictional policies.
Responsible Party:
The owner or registered design professional acting as the owners agent is responsible to obtain,and have
pre-approved by the jurisdiction,any and all Special Inspection Agencies and/or persons employed by
such.
Policy:
Mason County allows two methods in which compliance may be obtained. Please read the following
options carefully when choosing your method of compliance and special inspection agency:
Option I: Registration with WABO(Washington Association of Building Officials)
The WABO registration gives the jurisdiction the assurance that the individual and or
agency has met certain criteria and that the criteria is maintained.
See WWW.WABO.ORG for listing of approved individuals or agencies.
Option II: Mason County will approve an individual or company, to perform inspections upon
demonstration of competence for the particular type of construction or operation requiring
special inspection. As proof of competence the individual or company will need to
conform to all of the following criteria and provide supporting documentation.
A.)Provide the name of the individual that will perform the particular type of
inspection along with documents demonstrating competency including copies of
all certifications and registration numbers pertinent to the inspection type.
Examples: (ICC, ICBO,NICET,AWS)
WA. State licensed Structural/Civil Engineers or Architects may also be accepted.
B.)When laboratory testing and field inspection equipment will be required provide
details of specific tests,the quality of the system,procedures to ensure test are
performed properly and all policies for recording,reviewing and performing
such test. An equipment log must be maintained and available for review. All calibration
maintenance records must be traceable to the National bureau of Standards,calibrations must be
performed frequently as set up per the standards.
C.)When all required information has been submitted staff will review documentation and approve
the acceptability of the special inspection competency or request additional information as
deemed necessary.
Authorization Form:
After selecting option I or II please complete the"Special Inspection Authorization" form and submit it
to Mason County for initial review.
Approved By: Mark Core Date: 10-02-07
CO MUNITY DEVELOPMENT ENVIRONMENTAL HEALTH REVIEW
Mason County Public Health Official use only
� L
415 N. 6th Street Permit Number:
PO Box 1666
Shelton, WA 98584 Date Received:
Shelton: (360)427-9670, Ext. 400
Belfair: (360)275-4467 Ext. 400 Amount Received
Elma: (360)482-5269 Ext. 400 Receipt Number
Fax (360)427-7787
Applicant Information Type of Review
Applicant: North Mason School District Date 4/28/14 ✓Building Permit
Mailing Address: 71 E. Campus Dr.
✓New [3 Replacement
Belfair, WA 98528 ❑ Commercial Building Permit
city State Zip 0 New 0 Replacement
Daytime Phone: 360-227-2300 Other Phone 253-531-0206 ❑ Building/Commercial Permit Revision
E-Mail Address dpeterson@northmasonschools.org, ❑ Tenant Review
baile northmas e ❑ Pre-Application
Parcel Information
12-Digit Parcel Number 12208 22 60000 see attachment for add'1 parcels
Site Address 150 E. North Mason School Road Belfair, WA 98528
Street Number Street Name City
Type of Job Please submit a scaled plot plan
Describe work Construct a new High School showing all existing and proposed
building, on-site sewage system,
Number of Bedrooms N/A and well.
On-Site Sewage Information Water System Information
✓On-Site Septic System ❑ New ✓ Existing Plumbing in structure? ✓ Yes ❑ No
(The project will tie into the existing LOSS system)
If yes:
❑ Sewer Name of Sewer System
Please submit a completed Water
Using an existing on-site septic system will require a current Adequacy Form.
maintenance report and a Record Drawing (Asbuilt). Documents for
both of these requirements may be on file with Mason County Public
Applic gnatur
r Date o
Official use only
Departmental Review Approved Denied Notes
Water Adequacy
On-site Sewage System (../ Z
Tenant Review
Revision
Revised 12/17/09
rn
AS�N MASON COUNTY PERMIT NO. 21) 4j
_ DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•PLANNING•FIRE MARSHAL
WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
Mason County Bldg. III,426 West Cedar Street (360) 275-4467 Belfair ext. 352
lest PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352
BUILDING PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: David Peterson,North Mason School District NAME:TBD
MAILING ADDRESS: 71 E.Campus Dr MAILING ADDRESS:
CITY: Belfair STATE:WA ZIP: 98528 CITY: STATE: ZIP:
PHONE: 360-277-2300 CELL:N/A PHONE: CELL:
EMAIL: dpeterson e,northmasonschools.oriz, EMAIL:
pbailey@northmasonschools.org L&I REG# EXP. / /
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) 12208 22 60000,see attachment for add'1 parcels FIRE DISTRICT CMF
LEGAL DESCRIPTION(ABBREVIATED): See attached project information
SITE ADDRESS 150 E.North Mason Road CITY Belfair,WA 98528
DIRECTIONS TO SITE ADDRESS Near the intersection of State Route 302 and State Route 3,see attached project information
IS PROPERTY WITHIN 200 FT:
SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES-/ NO ❑
TYPE OF JOB: NEW ✓ ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(RESIDENCE,GARAGE ETC.)High School IS USE:
PRIMARY✓ SEASONAL❑ NUMBER OF BEDROOMS N/A NUMBER OF BATHROOMS 20(49 stalls)
DESCRIBE WORK Construct a new high school for North Mason School District.
SQUARE FOOTAGE:
1ST FLOOR: 80,437 sq.ft. 2ND FLOOR:38,179 sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft.
COVERED DECK sq.ft.STORAGE sq.ft. OTHER(Mechanical Platform): sq.ft.
GARAGE sq. ft. ATTACHED❑ DETACHED❑ CARPORT sq.ft. ATTACHED ❑ DETACHED ❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further
declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary
parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for
review ang4nspection.,This perOKpplication becomes null&void if work or authorized construction is not commenced within 180
days op' coon worTius ende or a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF
INS T VI S RMIT APPLICATION OF 180 DAYS WILL INVALIDA E E M., AP LICATION.
X
Sig ture of plica Date
X Wa ne erch Principal, Erickson McGovern Architects OWNER/RE ESE TATIVE/CONTRACTOR
rint Name (CIRCLE TO INDICATE)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
s ,
FEE'S TOTAL VALUATION:
BUILDING PERMIT FEE FIRE ACCESS AND GRADE
PLAN REVIEW GEO-TECH REVIEW
PLUMBING&BASE FEE STORMWATER REVIEW
MECHANICAL&BASE FEE TOTAL FEES
WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE
PLANNING REVIEW FEE VIOLATION FEE
ERICKSON •MCGOVERN
Project Information North Mason High School
Site Address:
North Mason High School
150 E. North Mason School Road
Belfair, WA 98528
Name of Applicant:
North Mason School District
71 East Campus Drive
Belfair, WA 98528
Contact: David Peterson,Superintendent
360-277-2330
E-mail: dpeterson@northmasonschools.orci
pbailey@northmasonschools.ora
Application Prepared By:
Erickson McGovern Architects
101 E.26th Street,Suite 300
Tacoma, WA 98421
Contact: Wayne Lerch, Principal
Wade Jensen, Project Architect
253-531-0206
E-mail:wayne@ericksonmcgovern.com
wade@ericksonmcgovern.com
Tax Parcel Numbers:
12207-11-60010, 12208-22-60000, 12208-23-60010, 12208-23-60000, 12208-24-00000,
1 2208-53-0201 6
Legal Descriptions:
PARCEL 12207-11-60010:
ALL THAT PORTION OF THE NORTHEAST QUARTER (NE%) OF THE NORTHEAST QUARTER(NE%) OF SECTION
7,TOWNSHIP 22 NORTH, RANGE 1 WEST, W.M., PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 7;
THENCE SOUTH 0°42'55" WEST,ALONG THE EAST LINE THEREOF,405.59 FEET TO THE POINT OF BEGINNING
OF THE TRACT OF LAND
HEREBY DESCRIBED,SAID POINT BEING ON THE ARC OF A CURVE TO THE LEFT,THE RADIUS POINT OF
WHICH
BEARS SOUTH 16'04'25" EAST, 215.82 FEET,
THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, 172.14 FEET TO A POINT ON THE NORTH LINE
OF THE SOUTH 800 FEET OF SAID NORTHEAST QUARTER (NE%) OF THE NORTHEAST QUARTER (NE%);
THENCE WEST,ALONG SAID NORTH LINE,TO THE SOUTHEASTERLY RIGHTOF-WAY LINE OF STATE ROUTE 3;
THENCE SOUTHEASTERLY,ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY LINE,TO THE SOUTH LINE OF SAID
NORTHEAST QUARTER(NE%) OF THE NORTHEAST QUARTER (NE%);
101 E 261h Street Suite 300-Tacoma WA,98421 0 P 253.531.0206 www.edcksonmcgovern.com
North Mason High School
Permit Application
THENCE EAST,ALONG SAID SOUTH LINE,TO THE EAST LINE OF SAID NORTHEAST QUARTER (NE%) OF THE
NORTHEAST QUARTER(NE Y.);
THENCE NORTH 0°42'55" EAST,ALONG SAID EAST LINE,TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THOSE PORTIONS THEREOF CONVEYED TO MASON COUNTY,WASHINGTON,A
MUNICIPAL CORPORATION, IN DEEDS RECORDED AUGUST 21, 1962,AUDITOR'S FILE NO. 194791,
RECORDED
AUGUST 29, 1967,AUDITOR'S FILE NO. 228785,AND RECORDED FEBRUARY 7, 1983,AUDITOR'S FILE NOS.
411786 AND 411787.
PARCEL 12208-22-60000:
LOTS 1 TO 8, LOTS 13 TO 20,AND LOTS 23 TO 28, ALL INCLUSIVE, BLOCK 1;
LOTS 6 TO 15 AND LOTS 18 TO 56,ALL INCLUSIVE, BLOCK 2;
LOTS 1 TO 56, BOTH INCLUSIVE, BLOCK 3;
LOTS 1 TO 56, BOTH INCLUSIVE, BLOCK 4;
LOTS 1 TO 56, ALL INCLUSIVE, BLOCK 5;
LOTS 1 TO 56, ALL INCLUSIVE, BLOCK 6;
LOTS 7 TO 22, BOTH INCLUSIVE, BLOCK 7;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 8;
LOTS 1 TO 12 AND LOTS 14 TO 45,ALL INCLUSIVE, BLOCK 9;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 10;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 1 1;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 12;
ALL IN THE PLAT OF LAKEWOOD PLAT "K", VOLUME 2 OF PLATS, PAGE 35, RECORDS OF MASON COUNTY,
WASHINGTON.
TOGETHER WITH ALL VACATED STREETS IN SAID PLAT WHICH ATTACHED THERETO BY OPERATION OF LAW UPON
THEIR VACATIONS.
EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO MASON COUNTY, WASHINGTON, A
MUNICIPAL CORPORATION, IN DEED RECORDED AUGUST 29, 1967, AUDITOR'S FILE NO.228785.
PARCEL 12208-23-60010:
ALL THAT PORTION OF THE NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW 1/4) OF THE NORTHWEST QUARTER
(NW '/4) OF SECTION 8,TOWNSHIP 22 NORTH, RANGE 1 WEST,W.M. LYING EASTERLY OF THE EASTERLY RIGHT-OF-
WAY LINE OF STATE ROUTE 3.
EXCEPTING THEREFROM THAT PORTION THEREOF PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW'/,) OF THE
NORTHWEST QUARTER (NW'/4);
THENCE NORTH 0041'54" EAST, ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER (SW'/,) OF THE NORTHWEST
QUARTER (NW 14),95.00 FEET;
THENCE SOUTHEASTERLY TO A POINT ON THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER
(SW 14) OF THE NORTHWEST QUARTER (NW'/4),SAID POINT BEING 95.00 FEET EASTERLY OF THE POINT OF
BEGINNING;
THENCE WESTERLY,ALONG THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW '/4) OF THE
NORTHWEST QUARTER (NW '/4),95.00 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH ALL THAT PORTION OF THE SOUTHEAST QUARTER (SE'/4) OF THE NORTHEAST QUARTER (NE
1/4) OF SECTION 7,TOWNSHIP 22 NORTH, RANGE 1 WEST, W.M., PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER (SE'/4) OF THE NORTHEAST QUARTER
(NE'/4);THENCE SOUTH,ALONG THE EAST LINE THEREOF, 95.00 FEET;
Project Information Page 2
North Mason High School
Permit Application
THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER (SE 1A) OF THE
NORTHEAST QUARTER (NE 1A) WHICH IS 95.00 FEET WESTERLY OF THE POINT OF BEGINNING;
THENCE EASTERLY, ALONG SAID NORTH LINE, 95.00 FEET TO THE POINT OF BEGINNING.
PARCEL 12208-23-60000:
ALL THAT PORTION OF SOUTHWEST QUARTER (SW 1A) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 8,
TOWNSHIP 22 NORTH, RANGE 1 WEST, W.M., PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A CONCRETE MONUMENT SET AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER (SW
1/4) OF THE NORTHWEST QUARTER (NW'/4);THENCE SOUTH 0041'54"WEST,330 FEET;
THENCE SOUTH 88015'15" EAST,305.72 FEET TO AN IRON PIPE AND THE POINT OF BEGINNING OF THE TRACT OF
LAND
HEREBY DESCRIBED;
THENCE CONTINUE SOUTH 88015'15"EAST,998.79 FEET;
THENCE SOUTH 0041'54"WEST,757.18 FEET TO THE NORTHEAST CORNER OF A TRACT OF LAND CONVEYED TO
TWANOH GRANGE NO. 1 1 18 OF MASON COUNTY, WASHINGTON IN DEED RECORDED UNDER AUDITOR'S FILE NO.
199237;
THENCE NORTH 88015'15"WEST,200 FEET;
THENCE SOUTHERLY ALONG THE WEST LINE OF SAID GRANGE TRACT,210 FEET, MORE OR LESS,TO THE NORTHERLY
RIGHT-OF-WAY LINE OF STATE ROUTE 302;THENCE NORTH 88'15'15"WEST, ALONG SAID NORTHERLY RIGHT-OF-
WAY LINE,513 FEET, MORE OR LESS,TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3;
THENCE NORTHWESTERLY,ALONG SAID EASTERLY RIGHT-OF-WAY LINE,830 FEET,MORE OR LESS,TO AN IRON PIPE;
THENCE SOUTH 88015'15"' EAST,305.72 FEET;THENCE NORTH 0041'54" EAST,376.16 FEET TO THE POINT OF
BEGINNING.
EXCEPTING THEREFROM THAT PORTION OF SAID SOUTHWEST QUARTER (SW'/4) OF THE NORTHWEST QUARTER (NW
'/4), LYING NORTHERLY OF THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3,SOUTHERLY OF THE SOUTHERLY
LINE OF A TRACT OF LAND CONVEYED TO HOOD CANAL CHAPEL CONSERVATIVE BAPTIST CHURCH IN DEED
RECORDED OCTOBER 19, 1983,AUDITOR'S FILE NO.420924 AND AS SHOWN ON SURVEY RECORDED OCTOBER 9,
1995, IN VOLUME 20 OF SURVEYS, PAGE 127, AUDITOR'S FILE NO. 615233, AND WESTERLY OF A LINE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO HOOD CANAL CHAPEL
CONSERVATIVE BAPTIST CHURCH IN DEED RECORDED OCTOBER 19, 1983, AUDITOR'S FILE NO.420924 AND AS
SHOWN ON SURVEY RECORDED OCTOBER 9, 1995,IN VOLUME 20 OF SURVEYS, PAGE 127, AUDITOR'S FILE NO.
615233;
THENCE SOUTH 23005'14"WEST,87.51 FEET;
THENCE SOUTH 00041'54" WEST,31.00 FEET;
THENCE SOUTH 24004'05" EAST, 79.57 FEET;
THENCE SOUTH 00041'54"WEST TO THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3 AND THE TERMINUS OF
THE HEREIN DESCRIBED LINE.
SAID LAND BEING ALSO KNOWN AND DESCRIBED AS THE RESULTING PARCEL 1 OF BOUNDARY LINE ADJUSTMENT
NO. 11-03, RECORDED MARCH 4,201.1,AUDITOR'S FILE NO. 1971079.
PARCEL 12208-24-00000 and PARCEL 12208-53-02016:
LEGAL DESCRIPTION HAS NOT BEEN INCLUDED, NO WORK IS PLANNED FOR THESE PARCELS.
X:\2013-15 North Mason High School\8 Agency\P-Permit Agencies\4-28-14_PermitForms\NMHS_Projectlnfo.docx
Project Information Page 3
East Alta Dr
EXISTING HAWKINS
7� GYM
�O NEW NORTH
O MASON HIGH
G SCHOOL
Cn s EXISTING ANNEX
C�
EXISTING NORTH
MASON HIGH
SCHOOL
STATE ROUTE 302
VICINITY MAP NORTH
SCALE: NTS
ERICKSON • McGOVERN NORTH MASON HIGH SCHOOL SKETCH NUMBER
® NORTH MASON SCHOOL DISTRICT NO.403 ^
SKETCH T[TLE SHEET REFERENCE DATE 1
Erickson MaGovem P.LLC. VICINITY MAP A0.00 28 APRIL 14
120131si Sheet South Tacoma WA 98444
4 01A cop�lr
MASON COUNTY PERMIT NO.
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•PLANNING• FIRE MARSHAL
_ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
:r Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352
1854 PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext.352
PLUMBING & MECHANICAL PERMIT APPLICATION
OWNER INFORMATION: CONTRACTORINFORMATION:
NAME: David Peterson,North Mason School District NAME: TBD
MAILING ADDRESS: 71 E. Campus Dr MAILING ADDRESS:
CITY: Belfair STATE: WA ZIP: 98528 CITY: STATE: ZIP:
PHONE: 360-277-2300 CELL:N/A PHONE: CELL:
EMAIL: dpeterson@northmasonschools.org, EMAIL:
pbaileyna,northmasonschools.org L&I REG# EXP.—/—
PARCELINFO MATION:
PARCEL NUMBER(12 DIGIT NUMBER) 12208 22 60000,see attachment for adXI parcels
LEGAL DESCRIPTION(ABBREVIATED): See attached project information
SITE ADDRESS: 150 E.North Mason Road CITY: Belfair, WA 98528
DIRECTIONS TO SITE ADDRESS: Near the intersection of State Route 302 and State Route 3, see attached project
information
TYPE OF JOB
NEW✓ ADD_ ALT REPAIR OTHER USE OF BUILDING High School,E Occupancy
LOCATION OF FIXTURES/UNITS—1ST FLOOR,/ 2ND FLOOR✓ BASEMENT GARAGE OTHER
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:ElectricLPG_Natural Gas✓_Heat Pump_
Toilets 41 Type of Unit No. of Units Fees
Bathroom Sink 21 Furnace
Bath Tubs 0 Heatpump 2
Showers 26 Spot Vent Fan 0
Water Heater 2 Propane Tank 0
Clothes Washer 3 Gas Outlets
Kitchen Sinks 50 Wood/Gas/Pellet Stove 0
Dishwasher 8 Kitchen Exhaust Hood 8
Hosebibs 14 Dryer Vent 3
Other _ Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative, or contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including
any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is
accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This
permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is
suspended fgr f period of 180 da s. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS
PERMIT CATION OF IDAYS ILL INVALIDATE THE APPLICATION.
x
Signa ure o pplic t Date
X Wayne Lerch, Principal, Erickson McGovern Architects Owner/Owners Representative/Contractor
Print Name (indicate which one)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
! ERICKSON -McGOVERN
Project Information North Mason High School
Site Address:
North Mason High School
150 E. North Mason School Road
Belfair, WA 98528
Name of Applicant:
North Mason School District
71 East Campus Drive
Belfair, WA 98528
Contact: David Peterson,Superintendent
360-277-2330
E-mail: dpeterson@northmasonschools.orq
pbailey@northmasonschools.org
Application Prepared By:
Erickson McGovern Architects
101 E. 26th Street,Suite 300
Tacoma, WA 98421
Contact: Wayne Lerch, Principal
Wade Jensen, Project Architect
253-531-0206
E-mail:wayne@ericksonmcgovern.com
wade@ericksonmcgovern.com
Tax Parcel Numbers:
12207-11-60010, 12208-22-60000, 1 2208-23-600 1 0, 12208-23-60000, 12208-24-00000,
1 2208-53-0201 6
Legal Descriptions:
PARCEL 12207-11-60010:
ALL THAT PORTION OF THE NORTHEAST QUARTER (NE%) OF THE NORTHEAST QUARTER (NE%) OF SECTION
7,TOWNSHIP 22 NORTH, RANGE 1 WEST, W.M., PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 7;
THENCE SOUTH 0°42'55" WEST,ALONG THE EAST LINE THEREOF,405.59 FEET TO THE POINT OF BEGINNING
OF THE TRACT OF LAND
HEREBY DESCRIBED,SAID POINT BEING ON THE ARC OF A CURVE TO THE LEFT,THE RADIUS POINT OF
WHICH
BEARS SOUTH 16°04'25" EAST, 215.82 FEET,
THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, 172.14 FEET TO A POINT ON THE NORTH LINE
OF THE SOUTH 800 FEET OF SAID NORTHEAST QUARTER (NE%) OF THE NORTHEAST QUARTER (NE%);
THENCE WEST,ALONG SAID NORTH LINE,TO THE SOUTHEASTERLY RIGHTOF-WAY LINE OF STATE ROUTE 3;
THENCE SOUTHEASTERLY,ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY LINE,TO THE SOUTH LINE OF SAID
NORTHEAST QUARTER (NE%) OF THE NORTHEAST QUARTER (NE%);
=X 101 E 20h Street Suite 300-Tacoma WA,98421 • P 253.531.0206 www.ericksonmcgovern.com
North Mason High School
Permit Application
THENCE EAST,ALONG SAID SOUTH LINE,TO THE EAST LINE OF SAID NORTHEAST QUARTER(NE%) OF THE
NORTHEAST QUARTER (NE%);
THENCE NORTH 0°42'55" EAST,ALONG SAID EAST LINE,TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THOSE PORTIONS THEREOF CONVEYED TO MASON COUNTY,WASHINGTON,A
MUNICIPAL CORPORATION, IN DEEDS RECORDED AUGUST 21, 1962,AUDITOR'S FILE NO. 194791,
RECORDED
AUGUST 29, 1967,AUDITOR'S FILE NO. 228785,AND RECORDED FEBRUARY 7, 1983,AUDITOR'S FILE NOS.
411786 AND 411787.
PARCEL 12208-22-60000:
LOTS 1 TO 8, LOTS 13 TO 20,AND LOTS 23 TO 28, ALL INCLUSIVE, BLOCK 1;
LOTS 6 TO 15 AND LOTS 18 TO 56,ALL INCLUSIVE, BLOCK 2;
LOTS 1 TO 56, BOTH INCLUSIVE, BLOCK 3;
LOTS 1 TO 56, BOTH INCLUSIVE, BLOCK 4;
LOTS 1 TO 56, ALL INCLUSIVE, BLOCK 5;
LOTS 1 TO 56, ALL INCLUSIVE, BLOCK 6;
LOTS 7 TO 22, BOTH INCLUSIVE, BLOCK 7;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 8;
LOTS 1 TO 12 AND LOTS 14 TO 45,ALL INCLUSIVE, BLOCK 9;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 10;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 11;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 12;
ALL IN THE PLAT OF LAKEWOOD PLAT"K", VOLUME 2 OF PLATS, PAGE 35, RECORDS OF MASON COUNTY,
WASHINGTON.
TOGETHER WITH ALL VACATED STREETS IN SAID PLAT WHICH ATTACHED THERETO BY OPERATION OF LAW UPON
THEIR VACATIONS.
EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO MASON COUNTY, WASHINGTON, A
MUNICIPAL CORPORATION, IN DEED RECORDED AUGUST 29, 1967, AUDITOR'S FILE NO.228785.
PARCEL 12208-23-60010:
ALL THAT PORTION OF THE NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW 1/4) OF THE NORTHWEST QUARTER
(NW'/,) OF SECTION 8,TOWNSHIP 22 NORTH, RANGE 1 WEST, W.M. LYING EASTERLY OF THE EASTERLY RIGHT-OF-
WAY LINE OF STATE ROUTE 3.
EXCEPTING THEREFROM THAT PORTION THEREOF PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW'/,) OF THE
NORTHWEST QUARTER (NW'/4);
THENCE NORTH 0041-54" EAST,ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER (SW'/4) OF THE NORTHWEST
QUARTER (NW '/4),95.00 FEET;
THENCE SOUTHEASTERLY TO A POINT ON THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER
(SW'A) OF THE NORTHWEST QUARTER (NW'/,),SAID POINT BEING 95.00 FEET EASTERLY OF THE POINT OF
BEGINNING;
THENCE WESTERLY, ALONG THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW '/4) OF THE
NORTHWEST QUARTER (NW'/,),95.00 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH ALL THAT PORTION OF THE SOUTHEAST QUARTER (SE'/4) OF THE NORTHEAST QUARTER (NE
1/4) OF SECTION 7,TOWNSHIP 22 NORTH,RANGE I WEST,W.M., PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER (SE'A) OF THE NORTHEAST QUARTER
(NE'/4);THENCE SOUTH, ALONG THE EAST LINE THEREOF,95.00 FEET;
Project Information Page 2
North Mason High School
Permit Application
THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER (SE'/4) OF THE
NORTHEAST QUARTER (NE 1A) WHICH IS 95.00 FEET WESTERLY OF THE POINT OF BEGINNING;
THENCE EASTERLY, ALONG SAID NORTH LINE, 95.00 FEET TO THE POINT OF BEGINNING.
PARCEL 12208-23-60000:
ALL THAT PORTION OF SOUTHWEST QUARTER (SW '/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 8,
TOWNSHIP 22 NORTH, RANGE 1 WEST,W.M., PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A CONCRETE MONUMENT SET AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER (SW
1/4) OF THE NORTHWEST QUARTER (NW'/4);THENCE SOUTH 0°41'54"WEST,330 FEET;
THENCE SOUTH 88015'15" EAST,305.72 FEET TO AN IRON PIPE AND THE POINT OF BEGINNING OF THE TRACT OF
LAND
HEREBY DESCRIBED;
THENCE CONTINUE SOUTH 88015'15"EAST,998.79 FEET;
THENCE SOUTH 0041'54" WEST, 757.18 FEET TO THE NORTHEAST CORNER OF A TRACT OF LAND CONVEYED TO
TWANOH GRANGE NO. 1 1 18 OF MASON COUNTY, WASHINGTON IN DEED RECORDED UNDER AUDITOR'S FILE NO.
199237;
THENCE NORTH 88015'15"WEST,200 FEET;
THENCE SOUTHERLY ALONG THE WEST LINE OF SAID GRANGE TRACT,210 FEET, MORE OR LESS,TO THE NORTHERLY
RIGHT-OF-WAY LINE OF STATE ROUTE 302;THENCE NORTH 88'15'15"WEST,ALONG SAID NORTHERLY RIGHT-OF-
WAY LINE,513 FEET, MORE OR LESS,TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3;
THENCE NORTHWESTERLY,ALONG SAID EASTERLY RIGHT-OF-WAY LINE,830 FEET,MORE OR LESS,TO AN IRON PIPE;
THENCE SOUTH 88015'15"' EAST,305.72 FEET;THENCE NORTH 0°41'54" EAST,376.16 FEET TO THE POINT OF
BEGINNING.
EXCEPTING THEREFROM THAT PORTION OF SAID SOUTHWEST QUARTER (SW 1/4) OF THE NORTHWEST QUARTER (NW
1/4), LYING NORTHERLY OF THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3,SOUTHERLY OF THE SOUTHERLY
LINE OF A TRACT OF LAND CONVEYED TO HOOD CANAL CHAPEL CONSERVATIVE BAPTIST CHURCH IN DEED
RECORDED OCTOBER 19, 1983,AUDITOR'S FILE NO.420924 AND AS SHOWN ON SURVEY RECORDED OCTOBER 9,
1995, IN VOLUME 20 OF SURVEYS, PAGE 127,AUDITOR'S FILE NO. 615233,AND WESTERLY OF A LINE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO HOOD CANAL CHAPEL
CONSERVATIVE BAPTIST CHURCH IN DEED RECORDED OCTOBER 19, 1983, AUDITOR'S FILE NO.420924 AND AS
SHOWN ON SURVEY RECORDED OCTOBER 9, 1995, IN VOLUME 20 OF SURVEYS, PAGE 127,AUDITOR'S FILE NO.
615233;
THENCE SOUTH 23005'14" WEST,87.51 FEET;
THENCE SOUTH 00041'54"WEST,31.00 FEET;
THENCE SOUTH 24004'05" EAST,79.57 FEET;
THENCE SOUTH 00041'54"WEST TO THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3 AND THE TERMINUS OF
THE HEREIN DESCRIBED LINE.
SAID LAND BEING ALSO KNOWN AND DESCRIBED AS THE RESULTING PARCEL 1 OF BOUNDARY LINE ADJUSTMENT
NO. 11-03, RECORDED MARCH 4,2011,AUDITOR'S FILE NO. 1971079.
PARCEL 12208-24-00000 and PARCEL 12208-53-02016:
LEGAL DESCRIPTION HAS NOT BEEN INCLUDED, NO WORK IS PLANNED FOR THESE PARCELS.
X:\2013-15 North Mason High School\8 Agency\P-Permit Agencies\4-28-14_PermitForms\NMHS_Projectlnfo.docx
Project Information Page 3
East Alta Dr
EXISTING HAWKINS
GYM
/10 NEW NORTH
O MASON HIGH
G SCHOOL
EXISTING ANNEX
O
EXISTING NORTH
%/. MASON HIGH
SCHOOL
r
STATE ROUTE 302
VICINITY MAP NORTH
SCALE: NTS
ERICKSON • McGOVERN NORTH MASON HIGH SCHOOL SKETCH NUMBER
® NORTH MASON SCHOOL DISTRICT NO.403
SKETCH TITLE SHEET REFERENCE DATE
Eklaoa MaGovem P.L.L.C. VICINITY MAP A0.00 28 APRIL 14
12D 131st Street South Tacoma,WA L.L.C.
Fixture Counts
Plumbing Mechanical
Atmospheric Type Vacuum Breakers—Thru 5 O Air Handler<= 10000 CFM Z2
Atmospheric Type Vacuum Breakers—Over 5 0 Air Handier>10000 CFM N.. l
Ea. Lawn'Sprinkler System—Includes Back Flow Air to Air Heat Exchanger
Gas Piping System Plumbing—Thru 5 I Appliance Vent
Grease,Oil/Water Interceptor Appliance/Equip Regulated but Not Shown
Medical Gas Piping Serving 1-5 Outlets Q Atmospheric Type Vacuum Breakers—Thru 5 6
Medical Gas Piping Serving Over.5 Outlets, Ea. Atmospheric Type Vacuum Breakers—Over 5 O
New/MDdify of Water Piping/Treatmnt Equip Ea. Boiler/Compressor<=3HP or 100,000 BTU
Non Atmospheric Backfiow Protective Dev<=2" 3 Boiler/Compressor> 15 HP or 500,000 BTU
Non-Atmospheric Backfiow Protective Dev>2" Boiler/Compressor> 30 HP or 1,000,000 BTU
Plumbing Fixture—Back Water Valve Q Boiler/Compressor> 50 HP or 1,750,000 BTU
Plumbing Fixture—Bathtub Boiler/Compressor over 3 HP or 10D,000 BTU
Plumbing Fixture—Bidets Q Domestic Type Incinerator d
Plumbing Fixture—Clothes Washer Evaporative Cooler Non Portable
Plumbing Fixture—Dish Washer Exhaust Hood 3
Plumbing Fixture--Drinking Fountain Floor Furnace
Plumbing Fixture—Floor Drain ; Forced Air/Grav Furn<100,000 BTU
Plumbing Fixture—Floor Sink I q Forced Air/Grav Furn>100,ODO BTU
Plumbing Fixture—Hose Bibb Gas Piping System—Each 1 over 4
Plumbing Fixture—Kitchen Sink Gas Piping System—Thru 4
Plumbing Fixture—Laundry Tray Q Hazard Process Pipe System—Over 4, Ea.
Plumbing Fixture—Lavatories Hazard Process Pipe System—Thru 4 d
Plumbing Fixture—Other HVAC (Heat Pump)Over 3 HP or 100K BTU/H
Plumbing Fixture—Roof Drains/Ldrs HVAC (Heat Pump)Thru 3 HP or 100K BTU/H
Plumbing Fixture'—Shower Mechanical Plan Check by Quarter Hours
Plumbing Fixture—Sumps Medical Gas Piping Serving 1-5 Outlets Q
Plumbing Fixture—Turnaround ( Medical Gas Piping Serving Over 5 Outlets, Ea. Q
Plumbing Fixture Urinal Modification of Heating/Cooling Unit
Plumbing Fixture Water Closet Non-Hazard Process Pipe—Thru 4 U
Plumbing Fixture—Water Heater Non-Hazard Process Pipe—Over 4, Ea. d
Plumbing Fixture—Water HeaterNent Q Radon Test Kit-1S Floor Multi Family Dwelling
Plumbing Fixture—Rain Leaders D Stove/Inset—Gas
Rainwater System per Drain Inside Bldg p Suspended, Recessed,or Floor Mounted Heater
Reclaimed Water Ventilation Fan Connected to Single Duct
Repair/Alter Drainage or Vent Piping/Fixture Q Ventilation System Not Part of Heat/AC
Underslab Plumbing(Only with no fixtures Woodstove/insert-Wood
installed
Water Heater/Vent 3) 1
I
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