The URL can be used to link to this page

Home My WebLink AboutPAR2019-00029 Conference Notes - PAR Letters / Memos - 6/10/2019 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Building Division Mason County Bldg. 8, 615 West Alder Street, Shelton, WA 98584 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: June 10, 2019 • PROJECT/ PROJECT TRACKING NUMBER: PAR2019-00029 • PARCEL NUMBER: 12321-75-00050 • SITE ADDRESS: 430 NE Log Yard Rd, Belfair • PROJECT REPRESENTATIVE (S): Steven Clark(206) 227-7200 DESCRIPTION & SIZE OF PROJECT/OCCUPANCY CLASSIFICATION & USE: Place a12'X42' mobile unit for employees for office space. ALL COMMERCIAL SUBMITTALS ARE BY APPOINTMENT. PLEASE CALL 360.427.9670 EXT. 352 TO SCHEDULE A APPOINTMENT. it on further information. Min. required, Building COMMENTS: Submittal requirement depend e e t ep q g Permit Application, Floor plan of the unit, site plan for the property showing: roads and parking spaces. Further requirements will be discussed. THE FOLLOWING MUST BE INCLUDED ON THE PLANS: • SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale. Clearly identify all structures including fences, parking and other similar items, with setback dimensions on site the plan. • DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances, where required include fire-resistive details, including continuity, &tested assembly details. • IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE NEEDED. See Chapter 5, IBC • 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. • EXIT PLAN: Provide a floor plan clearly identifying the exit path and exit signage. • ACCESSIBILITY REQUIRED: YES, must include compliance information and plan details including design details and analysis 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. Construction plans will NOT be accepted without compliance details include on the plans. • 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. Referencing IBC/WAC 2902.2 separate plumbing fixtures shall be required for each sex, except when the calculated occupancy load is 15 or less, and then unisex fixtures shall be allowed. Plumbing fixture count can be for the entire facility, including all structures)for compliance purposes. Provide design calculations demonstrating how the fixture count was determined on construction plans. • VENTILATION CODE COMPLIANCE: Must provide calculations and compliance documentation. • GEOTECH REPORT REQUIRED? YES / NO X • PROVIDE A SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009): Identify the location on site plan. • SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. When required a Statement of Special Inspections must be prepared by registered design professional in responsible charge. A completed Special Inspection Agreement form must be submitted prior to permit issuance. • INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in IBC Chapter 8. • STORAGE SPACES: Identify material stored, anticipated quantities, height, and if hazardous, 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 shall be stamped by a Washington State licensed design professional. Where applicable include duct information and duct support compliance information. • FIRE MARSHAL REQUIREMENTS: 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. The following items must be completed for the project approval: • 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 requires 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 and access shall be required. Contact your local Fire District for detail to order your Knox box. • LAND MODIFICATION: Any grading, filling or excavation in combination that exceed 200 cu yards will require a Land Modification Permit. If the project exceeds 500 cu yards it will also need a SEPA. Depending on the scope of the project you may need an engineered Stormwater Plan and Geological report to accompany this application. • SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings where applicable. Please note we are in a D2 seismic region. Details shall be designed and approved for seismic loading in accordance to IBC Chapter 16. Where required designate special inspection plan. • STORMWATER MANAGEMENT: A Plan must be submitted in accordance with Mason County Code Title 14.48, Stormwater Management plans must meet WA State Department of Ecology's 2012 Stormwater Regulations. PERMITS REQUIRED FOR PROJECT: o BUILDING (each structure) o PLUMBING / MECHANICAL (each structure) o GRADING PERMIT (When greater than 200 cubic yards) o CHANGE OF USE/OCCUPANCY (When each Tenant is identified for use) o FIRE SUPPRESSION, See Fire Marshal comments (each structure) o SIGN (each business) o FENCE (Greater than 7'0" above grade) o RETAINING WALL(S) (one permit for all walls on parcel) ADDITIONAL NOTES: Current Code: 2015 IBC and 2015 IECCNVSEC. ADDITIONAL REQUIREMENT FOR PERMITING: WHEN YOU SUBMIT PERMITS, YOU WILL NEED TWO (2) COPIES OF YOUR SITE/PLOT PLANS, DRAWN TO SCALE, 11X17 PAPER SIZE, ALL NECESSARY PERMIT APPLICATIONS INCLUDING THREE (3) COMPLETE SETS OF BUILDING PLANS WITH CALCULATIONS WHEN REQUIRED. (NOTE: ALL PLAN PAGES SHALL BE STAMPED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN: (1)THE STRUCTURE EXCEEDS 4000 SQ. FT., (2)THE STRUCTURE IS ENGINEERED/DESIGNED. • CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section, construction details, etc. • MECHANICAL PLAN, (If a deferred submittal must be indicated on plans at submittal) • PLUMBING PLAN AND (If a deferred submittal must be indicated on plans at submittal) • NON-RESIDENTIAL ENERGY CODE/VENTILATION & INDOOR AIR QUALITY CODE INFORMATION. • A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED. VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA. 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 August 9, 2016 2015 INTERNATIONAL BUILDING CODE(IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING H106; SECTIONS 101 THROUGH 107, PUBLISHED BYTHE INTERNATIONAL CODE COUNCIL,AND EXCLUDING APPENDIX CHAPTERS A, B, D, F, G, I, J AND K AND;ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51- 50. 2015 INTERNATIONAL EXISTING BUILDING CODE(IEBC) 2015 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. 2015 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. ED BY THE INTERNATIONAL CODE COUNCIL 2015 INTERNATIONAL FIRE CODE IFC) PUBLISH , EXCLUDING ( APPENDIX A, D,AND K AND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-54. 2015 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 RV /� l Cl 1� o ,y4 y, �3i - 1-- ^� � m �: � � Fi n � '� tt �} � � Zt �_b ^ip >� b..�%. b,.ia,.o >:L-bt— 1 G - - - - e�o _=z- — — Site/Parcel Data, Legal Descrip. Parcel No: 12321 75-00050 Situs: 430 NE Log Yard Road. Beffair L. -----------"- / I Overall Site Area: 5 acres,217,800 sf+1- 1 Existing site access thru fence ! I Site area of application: 56,500 sf+!- C' gate,typi�l(2)10 ons Existing graveled area,used for i drivinglparking/storage 161,500 SF - ir I D i 1. 1 � I Scope of Work: / r Existing Bldg D ( 1. Install new,non perminate trailer on existing gravel area. 500 sf+/- LOT 5 \ I 2. Power to be fed by existing overhead power feed. Overall 5 0 AC 9,596 sf ) 1 + 3. Parking to be east of trailer,(4)employees will utilize the trailer. ram, t 1 4. No site grading is anticipated to set the trailer.Existing graveled Non graveled area with sporadic vegetation Existing fencing to remain I Cq area will be utilized for parking and to set the trailer upon. 0" Access j Proposed new trailer I S 5. Site is served by BelFair Water District 1 via a"spaghetti line", district does not have records of the size or placement of this line. vl &Utility easement ; I — �50 sf+/_ Bldg E i } I N Dale Web 360 275 3008- I I b_ 7TI O stalls @ 9'-0«J-- I I: T_ ,� -- �1�" t 1 p 1 m i 'B� Existing trailer, 450 sf+/-Bldg 6 Existing outbuilding Bldg A 2,000 sf ` — — Proposed�arking area f 1� Wildcat r ruc•suer� I! Existing cone slab(s) '�lildcat Lake Erlands f 6,000sf+/; i Point-Kitsap Existing LP tank to f \ l/ remain in ace \\\ 71! Lake Sher"idan • ' I 13rcrnertov 1 i 1 I Existing outbuilding C, J / I Navy 325 sf+/- Yard City �25'-0" �Water drains west across the site �/ o Pon,Orchard t—award Log Yard Road i3�1 L Par ` 1 i Existing fencing and gat s� / •`� r I Gars: En ' 566 +, Portion of site under this X !`" ling access to site fo application 56,500 sf+i- Fern:�oed 1 ° eme gency access to re ai Il i 4 1 un nged.slope is less 6 L �� ya Bethel 430 Lag Yard Rood r � r � W 143.61 w �1 Site Plan _ - . . t arOitects ps Genesee Fuel Mason County Site Upgrade A101 1207 North 200th Street,Suite 105, Shoreline,WA 98133 425.778.5400 430 NE Log Yard Road,Beffair,WA 1 05/02119 1 12610-00 Slte Plan