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Home My WebLink AboutPAR2016-00019 - PAR Letters / Memos - 3/29/2016 co MASON COUNTY (360)427-9670 Shelton ext.352 DEPARTMENT OF COMMUNITY DEVELOPMENT (360) 275-4467 Belfair ext. 352 BUILDING• PLANNING• FIRE MARSHAL (360) 482-5269 Elma ext. 352 Mason County Bldg 8, 615 West Alder Street Shelton, WA 98584 www.co.masonma.us RE: Pre-Submission Conference PAR2016-00019 Parcel Number: 12208-22-60000, 12208-23-60010, 12208-23-60000 Dear Applicant, Please find enclosed a computer-generated report summarizing the results of your pre-submission conference on 4/20/2016 if you have questions regarding the summary report, please do not hesitate to call the appropriate staff member. The various staff members, the departments they represent and their telephone extensions are listed below: DEPARTMENT STAFF MEMBER EXTENTSION INITIALS Fire Inspector/Comm. Dev. Jeromy Hicks 282 JNH Building/Comm. Dev. Trish Woolett 281 TW Environ. Health Spec./Public Health Alex Pays e 279 ALP -Eng. Tech/Public Works Fred Perryman 625 FJP Planner/Comm. Dev. Grace Miller 360 GBM Planner/Comm. Dev. Rebecca Hersha 287 RDH Planner/Comm. Dev. Kell McAboy 365 KJM Planner/Comm. Dev Michael MacSems 571 MMS Stormwater Eng./Public Works Loretta Swanson 769 LGS The comments are based on the project discussed during the pre-submission conference. Any changes or alterations to the original proposal may significantly change the permit requirements. In this case a second pre-submission conference will most likely be required to discuss the changes. Information provided to the prospective applicant during the pre-submission conference is based on Mason County regulations in effect at the time of the conference. Revised or new regulations could affect a future development application. A pre-submission conference does not vest a future development application. If further assistance is needed please contact us at 360.427.9670 ext. 352 or www.co.mason.wa.us. Case Activity Listing 7/29/2016 2:22:50PM Case #: PAR2016-00019 Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS ►clnt�rl., : . sist?claley:,. PARA10 Application Received 4/5/2016 None GMM 4/5/2016 GMM PARB10 Planning Review 4/5/2016 None GBM 4/5/2016 GMM PARB60 Fire Marshal Review 4/5/2016 4/18/2016 None DONE JNH 4/18/2016 JNH Fire Alarm System will be required Separate permit. Address bathrooms and storage units with initiating devices Fire Apparatus Access per MC Title 14 Submit fire lane plans for review. Fire Extinguishers per IFC 904 Exit plans and occupancy loads per IFC Chapter 10 Field access must be assessable for standard Medic Unit. No commercial cooking allowed Must maintain non-grease latent vapor foods,mostly used for re-warming and water. Knox box required for complex(this is currently being worked on) All cooking devices must be ULlisted and installed per manufacture recommendations. PARB40 Environ.Health Review 4/5/2016 4/25/2016 None DONE ALP 4/25/2016 ALP Proposed Building applications will require an Environmental Health review complete with Water Adequacy Review. Septic: The applicant is proposing an additional septic system for the stadium A licensed septic designer or engineer will need to submit a septic design to Mason County Public Health for review/approval.Septic Design will need to be approved prior to issuing any building permit involving plumbing Septic system will need final approval prior to final occupancy of the structure(s).Septic design will need to address flows and waste strengths from the facility.There are nearby existing septic systems,and all structures will need to maintain setbacks to the septic components.There can be no cut banks 30 feet downslope of any drainfield.If any septic systems will need to be abandoned,Septic Tanks will need to be abandoned per WAC246-272A.Drainfields may be left undisturbed or removed and hauled away to an approved facility or spread out on site and left for 1 year. Water: Stadium will need to be supplied with water from a GroupA water system.There is a current Group A water system with North Mason School on the property.Group A water systems are regulated by the State Dept.of Health.Suggest applicant discuss the project with the state DOH and water system manager to determine any additional requirements Food: The concession stand will require a plan review from Mason County Public Health The annual food permit for the stand could be handled under the existing North Mason food permit However a pre-operation will be required prior to opening.Any questions regarding the kitchen or food requirements can be directed to Cody Lund MCPH,Food dept.at 360-427-9670,ext.361. Page 1 of 7 CaseActivity..rpt Case Activity Listing 7/29/2016 2:22:50PM Case #: PAR2016-00019 Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS l l &_ PARB50 Public Works Review 4/5/2016 5/24/2016 None DONE FJP 5/24/2016 TW No access work is being done so no Road Access Permit is needed.Public Works has no issues at this time Page 2 of 7 CaseActivity..rpt Case Activity Listing 7/29/2016 2:22:50PM 1F91 Case #: PAR2016-00019 Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS EMM7 Activ f _:, .e'cr tiorl,"- U- e Uptiatedl3y PARB20 Building Plan Review 4/5/2016 5/24/2016 None DONE TW 5/24/2016 MASON COUNTY PRE-SUBMISSION CONFERENCE NOTES It BUILDING DEPARTMENT REPRESENTATIVE:Tricia Woolett(360)427-9670 Ext.281 E-Mail:tw@co.mason.wa.us DATE: April 20,2016 PROJECT/PROJECT TRACKING NUMBER: PAR2016-00019 " PROJECT REPRESENTATIVE(S): Ray Mow,Representative Erickson McGovern Architects " DESCRIPTION&SIZE OF PROJECT: Stadium for North Mason High School OCCUPANCY CLASSIFICATION&USE: Referencing IBC Chapter 3,occupancy classification for Assembly GroupA-5 NOTE:WE WILL BE ADOPTING THE 2015 CODES REFERENCE IN THIS LETTER ON JULY 1 ST,2016 Complete building permit applications will include the following information that is applicable to the project " SETBACKS TO PROPERTY LINES: Provide a site plan,drawn to scale.Clearly identify all structures,including fences,fuel tanks and other similar items,with setback dimensions on site the plan. Overhangs shall be limited in accordance with IBC 705. to DISTANCES TO OTHER STRUCTURES: Site plan,drawn to scale shall clearly identify distances,where required include fire-resistive details,including continuity,&tested assembly details. To be considered a separate structure each structure shall be located 20-ft from each other. Referencing IBC 705.3,buildings located on the same lot shall be assumed to have an imaginary line between the buildings,therefore to be considered a separate building a distance of 20-11 or more shall be provided.Overhangs hall be imitated in accordance with IBC Table 705.2. to FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details,including continuity,&tested assembly details. When firewall are required to create a"separate"building the firewalls shall be constructed equal to 3- hours or better assembly constructed in accordance with IBC Section 706. IDENTIFY TYPE OF CONSTRUCTION&PROVIDE ALLOWABLE AREA CALCULATIONS WHERE NEEDED. See Chapter 5,IBC. Type VB construction includes structures constructed with combustible construction such as wood framed structures. Type II construction includes steel structures constructed ENTIRELY by non-combustible construction. It FIRE-RESISTIVE RATED CONSTRUCTION&TYPE OF CONSTRUCTION: Where required demonstrate compliance. Identify the location of the assembly,compliance to continuity requirements and construction details: EXTERIOR WALL(IBC704),FIRE WALL(IBC705),FIRE BARRIER(IBC706),SHAFT ENCLOSURES(IBC 707),FIRE PARTITIONS(IBC 708),SMOKE BARRIERS(IBC 709),SMOKE PARTITIONS(IBC 710),HORIZONTAL ASSEMBLIES(IBC 711),PENETRATIONS(IBC 712),FIRE-RESISTANT JOINT SYSTEMS(IBC 713),FIRE-RESISTANCE RATING OF STRUCTUURAL Page 3 of 7 CaseActivity.spot Case Activity Listing 7/29/2016 2:22:50PM IP, Case #: PAR2016-00019 Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS poqnW MEMBERS(IBC 714),OPENING PROTECTION(IBC 715),DUCT&AIR TRANSFER OPENINGS(IBC 716), CONCEALED SPACES(IBC 717),ETC, " NUMBER OF EXITS REQUIRED/OCCUPANT LOAD:(IBC 1004):Table 1004 is used to determine occupant load used to evaluate the structure for exiting purposes,plumbing fixture requirements, and other code related concerns. Include design calculations,demonstrating how occupant loads were calculated,on building plans. Occupant load is needed to verify that adequate exits are provided and to verify that adequate restrooms and other plumbing fixtures are provided in accordance with Chapter 29. EXIT PLAN: Clearly identify the exit path and exit signage on construction plans ENGINEERING REQUIRED:Structures that do not comply with prescriptive specifications of the 2012 International Code(IBC)shall be designed in accordance with Chapter 16 of the IBC. Referencing Washington State RCW 18.08.410-Structures 4000 sq.ft or more shall have all plan pages reviewed and stamped by aWashington State licensed design professional. The review shall include a code evaluation addressing life-safety,plumbing&mechanical evaluation,and structural analysis.(ref.RCW 18.08.410) ALL PLAN PAGES SHALL BE STAMPED AND SIGNED BY THE DESIGN PROFESSIONAL,including plumbing and mechanical pages It ACCESSIBILITY REQUIRED: YES,include compliance information including design calculations demonstrating compliance to Chapter 11 and details demonstrating compliance to ANSI 117.1 in effect at the time of submittal.Include information demonstrating compliance for restrooms,employee work areas, parking spaces,accessibility to structure,drinking fountain,signage,etc. When required ' verify that building plans contain compliance information " PLUMBING SYSTEMS(Chapter 29 Washington Amendment to IBC): Using IBC Chapter 10,determine occupant load. The number of plumbing fixtures is determined based upon the occupant load - Plumbing fixtures need not be provided for unoccupied buildings Permitted building shall comply. On plans,include design calculations for the following: water closets(M/F),Lavatories, Drinking Fountains,etc. Occupancy dictates the structure shall provide restrooms in accordance with WAC Table 2902.1.When the total occupant load is 15 or less separate facilities for male and female need not be provided, but the fixtures and space must be accessible for persons with disabilities it NON-RESIDENTIAL ENERGY CODE:ALL enclosed spaces require Non-Residential Energy Conservation Code(IECC/WSEC). Provide completed compliance forms(envelope&mechanical). Forms are available at:http://www.neec.net/resources/resources.htmi " LIGHTING:All non-residential structures shall comply with IECC/WSEC lighting requirements Complete compliance forms and provide a lighting plan that includes switching locations WSEC forms and information can be accessed at:http://www.neec.net/resources/resources.htmi. " VENTILATION AND INDOOR AIR QUALITY CODE compliance:Provide calculations when required. it COMMERCIAL KITCHEN: Show compliance to Chapter 5 of the International Mechanical Code when a kitchen is included in the project. When the structure will be provided with a kitchen the kitchen must comply with specifications of the Mechanical Code.When cooking produces grease or smoke a type I hood with fire suppression system is required.To properly evaluate provide information that clearly identifies what will be cooked and the type of cooking that will take place in the kitchen A mechanical engineer may be required GEOTECH REPORT/SOILS REPORT REQUIRED? YES_X_ NO PROVIDE A SPACE FOR STORAGE OF RECYCLED MATERIAL&SOLID WASTE(WAC51-50-009):Identify the location. Page 4 of 7 CaseActivity..rpt Case Activity Listing 7/29/2016 2:22:50PM Case #: PAR2016-00019 ` Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS 1' escrd 'pdate at SPECIAL INSPECTION:Referencing IBC Chapter 17,Section 1704.2 Statement of special inspections to be prepared by registered design professional in responsible charge. Complete a Special Inspection authorization form. " INTERIOR FINISHES:Include information demonstrating compliance to Interior finishes required in IBC Chapter 8. Provide information on the permit documents,indicating what materials will be used for interior finishes Clearly identify finish material in cross section of construction plans STORAGE SPACES: Identify the space.Include material stored,anticipated quantities,height,and if hazardous such as solvents,fertilizers gases,etc.include MSDS sheets for each product. " STORAGE RACKS greater than 5'9"shall be permitted either with the proposed project or separate building permit Where required documents shall include design information demonstrating stability for seismic conditions. Special inspection may be necessary,reference IBC Section 1707.6 and 1705.3(4.5),storage racks,provide compliance information. " MECHANICAL EQUIPMENT: Identify the location and type of mechanical equipment located within,and outside the structure. Address foundation and support systems for equipment Where new equipment will be placed on site provide UL listing information and/or construction details stamped by a Washington State licensed design professional. Where applicable include duct information and duct support compliance information. " SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings where applicable. Details shall be designed and approved for seismic loading in accordance to IBC Chapter 16. Where required designate special inspection plan. FIRE MARSHAL REQUIREMENTS: Carefully review Fire Marshal comments requirements including fire protection requirements and identify compliance information on the proposed building plans - Show the location of fire extinguishers and identify type See attached documents from Fire Marshals office. " WATER SUPPLY&FIRE HYDRANT: Referencing IFC,Section 508;clearly identify fire hydrant location if one is located within 400 ft of the project It FIRE FLOW:A copy of the approved method for determining fire flow is enclosed Complete the Commercial fire-flow worksheet to identify fire flow and fire protection that may be necessary.Note that when fire flow is not available step 3 shall apply.See also requirements for IBC Table 503,allowable areas: 0-500 sq ft.:no protection(mitigation)needed. 501-5,999 sq ft.:Install a NFPA 72 addressable fire alarm system OR construct firewalls in accordance with IBC Section 706 to create maximum 2,000 sq ft fire areas. 6,000-12,000 sq ft.:Install NFPA 13 automatic fire sprinkler system OR install NFPA 72 addressable fire alarm system maximum 6,000 sq ft fire area with fire walls constructed in accordance with IBC Section 706,OR construct firewalls in accordance with IBC Section 706 to create maximum 2,000 ft fire areas. 12,000 sq ft.or more:Install NFPA 13 automatic fire sprinkler system. " EMERGENCY VEHICLE ACCESS: "Standards for Fire Apparatus Access Roads:adopted through Mason County Code Title 14 Section 14.17 is attached.Submit documents should clearly identify code compliance. Page 5 of 7 CaseActivity..rpt Case Activity Listing 7/29/2016 2:22:50PM Case #: PAR2016-00019 Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS Acti>'it , esc°�:tton; ;.Da a 1- Date o ..�- ..,,B .;.. . : . tet( fed ADDRESSING:Referencing IFC,Section 505 and Mason County Code Chapter 14.28,all new buildings shall have an approved address. AUTOMATIC FIRE ALARM:Referencing IFC,Section 907 and NFPA 72,when proposed provide information on plans that identifies your intent to install the alarm system Automatic fire sprinkler system require a separate permit. to SPRINKLER SYSTEM:Referencing IFC,Section 903 and NFPA 13,when proposed provide information on plans that identifies your intent to install the NFPA 13 fire sprinkler system KNOX BOX:Referencing IFC,Section 506,access shall be required.Contact Fire District 9 at 360.427.7426 LAND MODIFICATION:Any grading,filling or excavation in combination that exceed 200 cu yards,if exceeds 500 cu yards it will also need a SEPA.An engineered Stormwater plan and Geological report will be required to accompany this application. PERMITS REQUIRED FOR ABOVE PROJECT: BUILDING(each structure) PLUMBING/MECHANICAL FIRE SUPPRESSION,where required. See Fire Marshal comments SIGN FENCE(Greater than 70"above grade) LAND MODIFICATION PERMIT WHEN YOU ARE READY,SUBMIT FOUR(4 SITE PLANS(NO LARGER THAN 1 I X 17),DRAWN TO SCALE ALONG WITH THREE(3)COMPLETE SETS OF BUILDING PLANS(ONE SET I 1 X 17)INCLUDING THE FOLLOWING. (NOTE,ALL PLAN PAGES SHALL BE STAMPED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN THE STRUCTURE EXCEEDS 4000 SQ.FT.): it CONSTRUCTION PLANS,drawn to scale.Include floor plan,elevations,cross section,cross section,construction details,etc. it MECHANICAL PLAN, PLUMBING PLAN AND " NON-RESIDENTIAL ENERGY CODENENTILATION&INDOOR AIR QUALITY CODE INFORMATION. DEFERRED SUBMITTAL WILL NOT BE ACCEPTED. " A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED. ADDITIONAL SUBMITTALS AND REVIEW FEES FOR FIRE AND EXTRACTION AS DIRECTED ABOVE. DESIGN CRITERIA: SEISMIC ZONE: D2 WIND SPEED: 85 MPH basic 110 ultimate,Exp B (Unless proven otherwise) GROUND SNOW LOAD: 25 PSF REFERENCE CODE EDITIONS: Effective July 1,2013 2012 INTERNATIONAL BUILDING CODE(IBC), INCLUDING APPENDIX CHAPTERS C,E AND H,EXCLUDING H 106;SECTIONS 101 THROUGH 107, PUBLISHED BY THE Page 6 of 7 CaseActivity..rpt 7/29/2016 Case Activity Listing 2:22:50PM Case #: PAR2016-00019 Parcel #: 122082360000 Description: PRE-APPLICATION FOR THE CONSTRUCTION OF A NEW FOOTBALL STADIUM AND ASSOCIATED FIELDS Done i�Ity ` _D`escrtptitin.-- _ Date-1 -- - -_ate ate 3: old' s i3X_. INTERNATIONAL CODE COUNCIL,AND EXCLUDING APPENDIX CHAPTERS A,B,D,F,G,1,J AND K AND;ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-50,AND THE 2012 INTERNATIONAL EXISTING BUILDING CODE. 2012 UNIFORM PLUMBING CODE(UPC), PUBLISHED BY THE INTERNATIONAL ASSN.OF PLUMBING AND MECHANICAL OFFICIALS(IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC 51-57,EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15,AND 16,PART 1. 2012 INTERNATIONAL MECHANICAL CODE(IMC),PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,AND THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC 51-52. 2012 INTERNATIONAL FIRE CODE,PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,EXCLUDING APPENDIX A,D,AND K AND ADOPTING APPENDICES B,C,E,F,G AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-54. 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC),AS AMENDED BY WASHINGTON STATE BUILDING CODE WAC 5 1-11 To view the Mason County Building and Construction Code and adopted amendments go to the Mason County website at www.co.mason.waus. NOTE:WE WILL BE ADOPTING THE 2015 CODES REFERENCE IN THIS LETTER ON JULY 1 ST,2016 Page 7 of 7 CaseActivity..rpt �Aeou col��A . MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT - Mason County Bldg. 8, 615 West Alder Street, Shelton, WA 98584 1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 MASON COUNTY PRE-SUBMISSION CONFERENCE NOTES • BUILDING DEPARTMENT REPRESENTATIVE: Tricia Woolett(360)427-9670 Ext. 281 E-Mail: tw@co.mason.wa.us • DATE: April 20, 2016 • PROJECT/PROJECT TRACKING NUMBER : PAR2016-00019 • PROJECT REPRESENTATIVES) : Ray Mow, Representative Erickson McGovern Architects • DESCRIPTION & SIZE OF PROJECT : Stadium for North Mason High School • OCCUPANCY CLASSIFICATION & USE : Referencing IBC Chapter 3, occupancy classification for Assembly Group A-5 NOTE: WE WILL BE ADOPTING THE 2015 CODES REFERENCE IN THIS LETTER ON JULY 1ST, 2016 Complete building permit applications will include the following information that is applicable to the project: ❑ SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale. Clearly identify all structures, including fences, fuel tanks and other similar items, with setback dimensions on site the plan. Overhangs shall be limited in accordance with IBC 705. ❑ DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances, where required include fire-resistive details, including continuity, &tested assembly details. To be considered a separate structure each structure shall be located 20-ft from each other. Referencing IBC 705.3, buildings located on the same lot shall be assumed to have an imaginary line between the buildings, therefore to be considered a separate building a distance of 20-ft or more shall be provided. Overhangs hall be imitated in accordance with IBC Table 705.2. ❑ FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details, including continuity, &tested assembly details. When firewall are required to create a "separate" building the firewalls shall be constructed equal to 3- hours or better assembly constructed in accordance with IBC Section 706. IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE NEEDED. See Chapter 5, IBC. Type VB construction includes structures constructed with combustible construction such as wood framed structures. Type II construction includes steel structures constructed ENTIRELY by non-combustible construction. ❑ FIRE-RESISTIVE RATED CONSTRUCTION &TYPE OF CONSTRUCTION : Where required demonstrate compliance. Identify the location of the assembly, compliance to continuity requirements and construction details: EXTERIOR WALL(IBC704), FIRE WALL(IBC705), FIRE BARRIER(IBC706), SHAFT ENCLOSURES (IBC 707), FIRE PARTITIONS(IBC 708), SMOKE BARRIERS(IBC 709), SMOKE PARTITIONS(IBC 710), HORIZONTAL ASSEMBLIES(IBC 711), PENETRATIONS(IBC 712), FIRE-RESISTANT JOINT SYSTEMS(IBC 713), FIRE-RESISTANCE RATING OF STRUCTUURAL MEMBERS(IBC 714), OPENING PROTECTION(IBC 715), DUCT&AIR TRANSFER OPENINGS(IBC 716), CONCEALED SPACES(IBC 717), ETC, ❑ NUMBER OF EXITS REQUIRED/OCCUPANT LOAD:(IBC 1004): Table 1004 is used to determine occupant load used to evaluate the structure for exiting purposes, plumbing fixture requirements, and other code related concerns. Include design calculations, demonstrating how occupant loads were calculated, on building plans. Occupant load is needed to verify that adequate exits are provided and to verify that adequate restrooms and other plumbing fixtures are provided in accordance with Chapter 29. ❑ EXIT PLAN: Clearly identify the exit path and exit signage on construction plans. ❑ ENGINEERING REQUIRED: Structures that do not comply with prescriptive specifications of the 2012 International Code (IBC)shall be designed in accordance with Chapter 16 of the IBC. Referencing Washington State RCW 18.08.410 - Structures 4000 sq. ft or more shall have all plan pages reviewed and stamped by a Washington State licensed design professional. The review shall include a code evaluation addressing life-safety, plumbing & mechanical evaluation, and structural analysis. (ref. RCW 18.08.410) ALL PLAN PAGES SHALL BE STAMPED AND SIGNED BY THE DESIGN PROFESSIONAL, including plumbing and mechanical pages. ❑ ACCESSIBILITY REQUIRED: YES, include compliance information including design calculations demonstrating compliance to Chapter 11 and details demonstrating compliance to ANSI 117.1 in effect at the time of submittal. Include information demonstrating compliance for restrooms, employee work areas, parking spaces, accessibility to structure, drinking fountain, signage, etc. When required verify that building plans contain compliance information. ❑ PLUMBING SYSTEMS (Chapter 29 Washington Amendment to IBC): Using IBC Chapter 10, determine occupant load. The number of plumbing fixtures is determined based upon the occupant load. Plumbing fixtures need not be provided for unoccupied buildings. Permitted building shall comply. On plans, include design calculations for the following: water closets(M/F), Lavatories, Drinking Fountains, etc. Occupancy dictates the structure shall provide restrooms in accordance with WAC Table 2902.1. When the total occupant load is 15 or less separate facilities for male and female need not be provided, but the fixtures and space must be accessible for persons with disabilities. ❑ NON-RESIDENTIAL ENERGY CODE: ALL enclosed spaces require Non-Residential Energy Conservation Code (IECC/WSEC). Provide completed compliance forms (envelope & mechanical). Forms are available at: http://www.neec.net/resources/resources.html ❑ LIGHTING: All non-residential structures shall comply with IECC/WSEC lighting requirements. Complete compliance forms and provide a lighting plan that includes switching locations. WSEC forms and information can be accessed at: http://www.neec.net/resources/resources.html. ❑ VENTILATION AND INDOOR AIR QUALITY CODE compliance: Provide calculations when required. ❑ COMMERCIAL KITCHEN: Show compliance to Chapter 5 of the International Mechanical Code when a kitchen is included in the project. When the structure will be provided with a kitchen the kitchen must comply with specifications of the Mechanical Code. When cooking produces grease or smoke a type 1 hood with fire suppression system is required. To properly evaluate provide information that clearly identifies what will be cooked and the type of cooking that will take place in the kitchen. A mechanical engineer may be required. ❑ GEOTECH REPORT/SOILS REPORT REQUIRED? YES X NO ❑ PROVIDE A SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009): Identify the location. ❑ SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.2 Statement of special inspections to be prepared by registered design professional in responsible charge. Complete a Special Inspection authorization form. ❑ INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in IBC Chapter 8. Provide information on the permit documents, indicating what materials will be used for interior finishes. Clearly identify finish material in cross section of construction plans. ❑ STORAGE SPACES: Identify the space. Include material stored, anticipated quantities, height, and if hazardous such as solvents, fertilizers gases, etc. include MSDS sheets for each product. ❑ STORAGE RACKS greater than 5'9"shall be permitted either with the proposed project or separate building permit. Where required documents shall include design information demonstrating stability for seismic conditions. Special inspection may be necessary, reference IBC Section 1707.6 and 1705.3 (4.5), storage racks, provide compliance information. ❑ MECHANICAL EQUIPMENT: Identify the location and type of mechanical equipment located within, and outside the structure. Address foundation and support systems for equipment. Where new equipment will be placed on site provide UL listing information and/or construction details stamped by a Washington State licensed design professional. Where applicable include duct information and duct support compliance information. ❑ SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings where applicable. Details shall be designed and approved for seismic loading in accordance to IBC Chapter 16. Where required designate special inspection plan. ❑ FIRE MARSHAL REQUIREMENTS: Carefully review Fire Marshal comments requirements including fire protection requirements and identify compliance information on the proposed building plans. Show the location of fire extinguishers and identify type See attached documents from Fire Marshals office. ❑ WATER SUPPLY& FIRE HYDRANT: Referencing IFC, Section 508; clearly identify fire hydrant location if one is located within 400 ft of the project. ❑ FIRE FLOW: A copy of the approved method for determining fire flow is enclosed. Complete the Commercial fire-flow worksheet to identify fire flow and fire protection that may be necessary. Note that when fire flow is not available step 3 shall apply. See also requirements for IBC Table 503, allowable areas: 0-500 sq ft.: no protection (mitigation) needed. 501-5,999 sq ft.: Install a NFPA 72 addressable fire alarm system OR construct firewalls in accordance with IBC Section 706 to create maximum 2,000 sq ft fire areas. 6,000-12,000 sq ft.: Install NFPA 13 automatic fire sprinkler system OR install NFPA 72 addressable fire alarm system maximum 6,000 sq ft fire area with fire walls constructed in accordance with IBC Section 706, OR construct firewalls in accordance with IBC Section 706 to create maximum 2,000 ft fire areas. 12,000 sq ft. or more: Install NFPA 13 automatic fire sprinkler system. ❑ EMERGENCY VEHICLE ACCESS: "Standards for Fire Apparatus Access Roads: adopted through Mason County Code Title 14 Section 14.17 is attached. Submit documents should clearly identify code compliance. ❑ ADDRESSING: Referencing IFC, Section 505 and Mason County Code Chapter 14.28, all new buildings shall have an approved address. ❑ AUTOMATIC FIRE ALARM: Referencing IFC, Section 907 and NFPA 72, when proposed provide information on plans that identifies your intent to install the alarm system. Automatic fire sprinkler system require a separate permit. ❑ SPRINKLER SYSTEM: Referencing IFC, Section 903 and NFPA 13, when proposed provide information on plans that identifies your intent to install the NFPA 13 fire sprinkler system. ❑ KNOX BOX: Referencing IFC, Section 506, access shall be required. Contact Fire District 9 at 360.427.7426 ❑ LAND MODIFICATION: Any grading, filling or excavation in combination that exceed 200 cu yards, if exceeds 500 cu yards it will also need a SEPA. An engineered Stormwater plan and Geological report will be required to accompany this application. PERMITS REQUIRED FOR ABOVE PROJECT: BUILDING (each structure) PLUMBING / MECHANICAL FIRE SUPPRESSION, where required. See Fire Marshal comments SIGN FENCE (Greater than TO" above grade) LAND MODIFICATION PERMIT WHEN YOU ARE READY, SUBMIT FOUR (4 SITE PLANS (NO LARGER THAN 11X17), DRAWN TO SCALE ALONG WITH THREE (3) COMPLETE SETS OF BUILDING PLANS (ONE SET 11X17) INCLUDING THE FOLLOWING. (NOTE, ALL PLAN PAGES SHALL BE STAMPED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN THE STRUCTURE EXCEEDS 4000 SQ. FT.): • CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section, construction details, etc. • MECHANICAL PLAN, • PLUMBING PLAN AND • NON-RESIDENTIAL ENERGY CODE/VENTILATION & INDOOR AIR QUALITY CODE INFORMATION. • DEFERRED SUBMITTAL WILL NOT BE ACCEPTED. • A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED. • ADDITIONAL SUBMITTALS AND REVIEW FEES FOR FIRE AND EXTRACTION AS DIRECTED ABOVE. DESIGN CRITERIA: SEISMIC ZONE: D2 WIND SPEED: 85 MPH basic 110 ultimate, Exp B (Unless proven otherwise) GROUND SNOW LOAD: 25 PSF REFERENCE CODE EDITIONS: Effective July 1, 2013 2012 INTERNATIONAL BUILDING CODE(IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING H106; SECTIONS 101 THROUGH 107, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,AND EXCLUDING APPENDIX CHAPTERS A, B, D, F, G, I,J AND KAND;ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51- 50,AND THE 2012 INTERNATIONAL EXISTING BUILDING CODE. 2012 UNIFORM PLUMBING CODE(UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND MECHANICAL OFFICIALS(IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC 51-57, EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15,AND 16, PART I. 2012 INTERNATIONAL MECHANICAL CODE(IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,AND THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC 51-52. 2012 INTERNATIONAL FIRE CODE, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, EXCLUDING APPENDIX A, D, AND KAND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51- 54. 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC), AS AMENDED BY WASHINGTON STATE BUILDING CODE WAC 51-11 To view the Mason County Building and Construction Code and adopted amendments go to the Mason County website at: www.co.mason.wa.us. NOTE: WE WILL BE ADOPTING THE 2015 CODES REFERENCE IN THIS LETTER ON JULY 1ST, 2016 PAR 101(i • "l cl DATE March 30,2016 PRE-APPLICATION CONFERENCE REQUEST FORM The purpose of the pre-submission conference is to identify and/or eliminate as many potential problems as possible in order for the project to be processed without delay. Representatives for the Fire Marshal's Office, Building Department, Environmental Health, Planning, and Public Works Departments may attend the meeting to discuss rules and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive plan, shoreline program, zoning, availability of sewer and potable water, development concepts, building construction, fire protection and life safety concerns of the proposed project. The pre-submission conference will be most informative when you provide accurate and detailed information on the Pre-Application Conference Application Form and the site plan.Applications will be accepted when all information is received and deemed complete. Pre-Application Conferences are held every Wednesday and last up to one hour. To schedule a meeting complete the applications and return with 10 copies of the detailed site plan,by 3:00 PM on the Wednesday two weeks prior to the proposed meeting. 1. Pre-Application/Dept. of Community Dev. 2.Environmental Health 426 W Cedar Street/PO Box 279 415 N 5'h /PO Box 1666 Shelton,WA 98584 Shelton,WA 98584 360.427.9670 ext.352 360.427.9670 ext.400 Check amount: $255.00 Check amount: $57.00 BOTH CHECKS MADE PAYABLE: MASON COUNTY TREASURER Applicant: Site Plan Name: Dana Rosenbach,Superintendent,North Mason School District Submit 10 copies Mailing Address: 71 E. Campus Drive, Belfair,WA 98528 Include the.following information Daytime Telephone: (360)277-2300 Fax: (360)277-2320 ❑ Indicate Scale and North Arrow Email address: drosenbach@northmasonschools.org ❑ Property line dimensions,easements, and right-of--ways. Representative: Crk Ray Mow,Erickson McGovern Architects ❑ The location of all existing and Name: Y proposed structures.Include square Mailing Address: 101 E.26th Street,Suite 300,Tacoma,WA 98421 footage of existing and proposed 253 531-0206 253 531-9197 structures. Daytime Telephone: ( ) Fax: ( ) Email address: ray@ericksonmcgovem.com ❑ Setback distance,in feet from all property lines and structures. rcel Number: (12 digits) 12208-22-60000, 12208-23-60010, 12208-23-60000 ❑ Existing and proposed road access to and from the site. Description of Project: Include: 1)Square footage of structure,2)Use of building and rooms(i.e., ❑ Parking sites office,warehouse,restaurant, storage,etc),3) Occupancy classification per ❑ Location of on-site sewage tanks and drainfields. IBC, Section 302.1,and construction type. 4)Provide two sets of plans, if ❑ Location of drinking water supply. available. Use separate sheet if necessary The project is to construct a Include location on the proposed site Stadium for North Mason High School. There are several buildings that will and surrounding parcels. make up the stadium:two ticket booths (50 sf each, type VB), a concessions ❑ /Steep bluffs,wetlands,streams,and bodies of water building (3,200 sf, type VB), a Home Grandstand to seat 1072 and a Visitor Grandstand to seat 335 and field improvements. The Grandstands are ❑ Location of fire hydrants and emergency vehicle access roads, planned to be permitted separately by the manufacturer. including grade. 13 Surface and stone water run-off routes. Has the project been discussed during a previous Pre-Application Conference: If yes,please indicate date. Mentioned at NMHS Conference on Oct 2, 2013 Will the building have employees? If yes, how many? The stadium will not have full time employees. What is the water availability of the proposed project?If there is an existing well, what is the name of the system? The water will be supplied by a private well on the property. What is planned for the on-site sewage system? If you are proposing a new on-site system provide detail on the required site plan. A new septic system will be installed for the concessions building. ADDITIONAL INFORMATION.• This project is the last phase of several projects planned for the main campus of North Mason School District. The first phase (construction of a new high school with a parent drop-off loop, a practice field, emergency vehicle access and associated parking) was completed in the fall of 2015. The second phase (modernize the existing high school to become the new middle school) is currently under construction. Upon completion of the second phase, the existing middle school will move into the modernized facility and the old middle school will be torn down. The third phase will be to complete the roadwork and new parking areas for the campus. t ph , yll be to construct/ the new football stadium oaAkadmein campus#' �ev4//.�S it<r✓i�l ir,, r�`7,,�('Cf Tttrltc7 I3—�cc �iwue G��l c APPLICABLE BUILDING CODES 2009 International Building Code/2009 International Residential Code 2009 International Fire Code-ANSI A117 2009 International Mechanical Code—WAC 51-42 2009 Uniform Plumbing Code—WAC 51-56/51-47 2009 Washington State Energy Code—WAC 5 1-11 Mason County Ordinance Code changes are on a 3 year cycle;effective in July of that particular year. Date of Conference: I _20.2� Time of Conference: :pp m Location of Conference: 426 West Cedar Street,Shelton Planner: /'riqcE- ext. 3b O ERICKSON -McGOVERN /c® ] Project Information North Mason High School Stadium Site Address: North Mason High School Stadium 51 E. Campus Drive Belfair, WA 98528 Name of Applicant: North Mason School District 71 East Campus Drive Belfair, WA 98528 Contact: Dana Rosenbach,Superintendent Eric Nelson, Project Manager 360-277-2330 E-mail:drosenbach@north masonschools.ora eric@hainline.net Application Prepared By: Erickson McGovern Architects 101 E. 26rh Street,Suite 300 Tacoma, WA 98421 Contact: Raymond Mow, Principal Wade Jensen, Project Architect 253-531-0206 E-mail:rav@ericksonmcaovern.com wade@ericksonmcaovern.com Tax Parcel Numbers: 1 2207-1 1-6001 0, 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 FEETTO 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%); =i 101 E 26th Street Suite 300-Tacoma WA,98421 0 P 253.531.0206 www.ericksonmcgovern.com North Mason High School Stadium March 30, 2016 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%); THENCE EAST,ALONG SAID SOUTH LINE,TO THE EAST LINE OF SAID NORTHEAST QUARTER (NE%)OF THE NORTHEAST QUARTER (NE%); THENCE NORTH 0°42'S5" 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 Y4) OF THE NORTHWEST QUARTER (NW 1A) 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 1A) OF THE NORTHWEST QUARTER (NW 1A); THENCE NORTH 0041'54" EAST,ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER (SW'/4) OF THE NORTHWEST QUARTER (NW Y4),95.00 FEET; THENCE SOUTHEASTERLY TO A POINT ON THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW 1/4) OF THE NORTHWEST QUARTER (NW 1/4),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 1/4) 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 '/4) OF SECTION 7,TOWNSHIP 22 NORTH, RANGE 1 WEST,W.M., PARTICULARLY DESCRIBED AS FOLLOWS: Project Information Page 2 North Mason High School Stadium March 30, 2016 BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER (SE'/,) OF THE NORTHEAST QUARTER (NE'/<);THENCE SOUTH,ALONG THE EAST LINE THEREOF,95.00 FEET; THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER (SEA) OF THE NORTHEAST QUARTER (NE'A) 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'A) OF THE NORTHWEST QUARTER (NW'/q 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 'A) OF THE NORTHWEST QUARTER (NW 1A);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. 1 118 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'/.) OF THE NORTHWEST QUARTER (NW 'A), 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. 1 1-03, 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:\2015-15 NMSD Stadium\8 Agency\P-Permit Agencies\Pre-App Submittal_03-30-16 Project Information Page 3 ERICKSON •MCGOVERN North Mason High School Stadium FLOOR AREA RATIO Mason County School District owns the following contiguous parcels which create the campus: Parcel Number Parcel Area Parcel Area Acres SF 122071160010 6.70 291,852.00 12208 22 60000 43.36 1,888,761.60 12208 23 60010 10.00 435,600.00 12208 23 60000 20.05 873,378.00 12208 24 00000 40.00 1,742,400.00 12208 53 02016 0.14 6,098.40 Total: 120.25 5,238,090.00 The following table lists the buildings on the North Mason School District Campus along with their areas. Existing to Remain Buildings to be New Buildings NMSD Buildings (SF) Demolished (SF) (SF) (E) Hawkins MS 39,407 (E) Hawkins Gym 22,430 (E) NMHS, New HMS 58,512 4,443 NMHS Annex 13,652 New NMHS 118,616 District Admin 18,318 Central Kitchen 3,284 Maintenance Building 2,400 Boys&Girls Club 5,620 PACE Academy 3,730 4,948 Transportation 10,810 Portables 2 @ Annex 3,600 Portables 2 @ HS 3,580 Portable @ MS 1,850 Boiler Building 528 Building near Admin 408 Proposed Concessions 2,967 Proposed Ticket Booths 130 Total: 129,702 58,427 131,104 The total remaining building floor area after construction and demolition activities is calculated as the following: �= 101 E 26m Street Suite 300-Tacoma WA,98421 0 P 253.531.0206 www.edcksonmcgovern.com I North Mason High School Stadium Pre-Application Submittal 129,702 sf(Existing Buildings to Remain)+ 131,104 sf(New Buildings)=260,806 sf If we divide 260,806 sf by the total area of the campus (5,238,090.00 sf)we get a floor area ratio of 0.0498 op 4.98%64 Per 17.04.234,A,the Floor Area Ratio for the rural residential 10 zone is 1:20 or 5%. DEFINITIONS & REFERENCES 17.03.032 Development densities and dimensional requirements. Development Densities. Development densities for residential development are calculated as the allowed number of dwelling units per acre (DU/ac). For nonresidential development,development densities are, calculated as the amount of building floor area allowed per gross acre of land,the "floor area ratio" (FAR). The definition of floor area ratio is as follows, "The"floor area ratio" is determined by summing the gross horizontal areas of the all floors of a building, measured from the exterior walls,or the centerline of walls separating two buildings, and dividing that sum by the gross area of the parcel proposed for use or development." Density Transfer: Density transfer is the transfer of all or part of the permitted residential density on a parcel to another parcel. GJ/ .Gl'VW L / e-r" C,%L n e-w c A A- X to gof 41 Aa-4 5*�/ r Floor Area Ratio Page 2 R+ r COMMUNITY DEVELOPMENT ENVIRONMENTAL HEALTH REVIEW Mason County Public Health Official use only 415 N. 6th Street permit Number: - iq PO Box 1666 Shelton, WA 98584 Date Received: Shelton: (360)427-9670, Ext. 400 Amount Received Belfair: (360)275-4467 Ext. 400 Elma: (360)482-5269 Ext. 400 Receipt Number Fax (360)427-7787 Applicant Information Type of Review Applicant Dana Rosenbach, Superintendent Date 10/23/14 0 Building Permit Mailing Address North Mason School District,71 E.Campus Drive ❑ New 0 Replacement Belfair, WA 98528 0 Commercial Building Permit City State Zip ❑ New 0 Replacement Daytime Phone(360)277-2300 Other Phone (360)277-2320 0 Building/Commercial Permit Revision E-Mail Address drosenbach@northmasonschools.org 0 Tenant Review ■ Pre-Application Parcel Information 12-Digit Parcel Number 12208-22-60000, 12208-23-60010, 12208-23-60000 Site Address 200 E. Campus Drive, Belfair, WA 98528 Street Number Street Name City Type of Job Please submit a scaled plot plan Describe work Construct a Football Stadium and associated fields showing all existing and proposed Number of Bedrooms N/A building, on-site sewage system, and well. On-Site Sewage Information Water System Information ■ On-Site Septic System ■ New O Existing Plumbing in structure? ■ Yes 0 No O Sewer Name of Sewer System If yes: Water by private well Using an existing on-site septic system will require a current please submit a completed Water maintenance report and a Record Drawing (Asbuilt). Documents uac Ad e Form. for both of these requirements may be on file with Mason q y County Public Health. Other requirements may apply. Applicant Signature Date 3•Z17-19, Official use only Departmental Review Approved enied No Water Adequacy On-site Sewage System Tenant Review 41 4e:) Revision ON CO Pubfid Health Always working fora safer healthier MasonCotmty April 19,2016 North Mason School District Ray Mow,Erickson McGovern Architects RE:PAR2016-00019,12208-22-600000 Environmental Health Requirements Pre-Application to construct a new stadium for North Mason High School. ------------------------------------------------------------------------------------------------------------------------ Proposed Building applications will require an Environmental Health review complete with Water Adequacy Review. Septic: The applicant is proposing an additional septic system for the stadium. A licensed septic designer or engineer will need to submit a septic design to Mason County Public Health for review/approval. Septic Design will need to be approved prior to issuing any building permit involving plumbing. Septic system will need final approval prior to final occupancy of the structure(s). Septic design will need to address flows and waste strengths from the facility. There are nearby existing septic systems,and all structures will need to maintain setbacks to the septic components. There can be no cut banks 30 feet downslope of any drainfield. If any septic systems will need to be abandoned, Septic Tanks will need to be abandoned per WAC246-272A. Drainfields may be left undisturbed or removed and hauled away to an approved facility. Water: Stadium will need to be supplied with water from a Group A water system. There is a current Group A water system with North Mason School on the property. Group A water systems are regulated by the State Dept. of Health. Suggest applicant discuss the project with the state DOH and water system manager to determine any additional requirements. Food: The concession stand will require a plan review from Mason County Public Health. The annual food permit for the stand could be handled under the existing North Mason food permit. However a pre-operation will be required prior to opening. Any questions regarding the kitchen or food requirements can be directed to Cody Lund,MCPH,Food dept. at 360-427-9670,ext.361. This letter was written prior to the pre-application meeting and based on information provided prior to. Any questions asked for Environmental Health during the Pre-application meeting may not be addressed in this letter. Applicant should check the final case notes on the county webpage after the meeting for any additional questions. If you have any questions during this permitted process you may call me at 360-427-9670,ext 279 or email at alexpPco.mason.wa.us. Alex Paysse Environmental Health Specialist,Onsite Mason County Public Health Mason County Public Health P.O.Box 1666,Shelton WA 98584 Shelton:(360)427-9670- Belfair:(360)275-4467:• Erna:(360)482-5269 FAX (360)427-7787 www.co.mason.wa.us