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PAR2015-00016 - PAR Letters / Memos - 4/9/2018
RECEIVED APR 15 2015 i ,�)00/ 426 W. CEDAR ST, DATE_ PRE-APPLICATION CONFERENCE REQUEST FOR , �rC 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 d 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 meetin14. 1.Pre-Application/Dept.of Community Dev. 2.Environmental Health 426 W Cedar Street/1FVS012W_ 415 N 5t� /PO Box 1666 Shelton,WA 98584 Shelton,WA 98584 360,427,9670 ext.352 360.427.9670 ext. 400 . -P Check amount:$255.00 Check amount: W'1 0 BOTH CHECKS MADE PAYABLE:MASON COUNTY TREASURER Applicant: Site Plan Name: ala(1 }L ^ 6 Submit 6 copies Mailing Address:CQ 154, /D L�$� *nclude thefollowing infortnation Daytime Telephone:(�� -J{ 4 Fax: ❑ Indicate Scale and North Arrow Email address: JU4Aq@0yXffl_PLL L OM ❑ Property line dimensions,easements, and right-of-ways. Representative: ❑` �� a.J The Location of all existing and Name: proposed structures.Include square Mailing Address: footage of existing and proposed structures. Daytime Telephone: ❑ Setback distance,in feet from all Email address: property lines and structures. Parcel Number: (I2 di,-its) i 00 60 ❑ 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 Include location on the proposed site i and surrounding parcels. V ❑ Steep bluffs,wetlands,streams,and 1- bodies of water ❑ Location of fire hydrants and emergency vehicle access roads, including grade. 13 Surface and storm water run-off routes. Has the project been discussed dW'ngrevious Pre-Application Conference: If yes,please indicate date. Will the building have employees? If yes,how many? What is the water availability of the proposed project?If there is an existing well,what isn the name of the system? I ®� n �.( � 1 What is planned for the on-site sewage system? If you are roposmg a new o site system provide detail the required site plan. A D-ITION Ili O"ATION. APPLICABLE BUILDING C DES 2012 International Building Code/2009 International esidential Code 2012 International Fire Code-ANSI Al 17 2012 International Mechanical Code—WAC 51-42 2012 Uniform Plumbing Code—WAC 51-56/51-47 2012 International Energy Cons.Code/Washington State Energy Code—WAC 51-11C&51-1IR Mason County Ordinance Title 14 Code changes are on a 3 year cycle;effective in July of that particular year. Date of Conference: $C1 706nme of Conference: 17 30 Location of Conference: 426 West Cedar Street,Shetron Planner: : Ct ext. 3. COMMUNITY DEVELOPMENT ENVIRONMENTAL HEALTH REVIEW Mason County Public Health Official use only 415 N. 6th Street Permit Plumber: PO Box 1666 Shelton, WA 98584 Date Deceived: 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 Date ® Building Permit ❑ New ❑ Replacement IVIaiJing Address ® Commercial Building Permit ❑ New ❑ Replacement City i r-g State Zip �t 1 ® Building/Commercial Permit Revision Daytime Phone Other Phone r Tenant Review e L C>1fL E-Mail Address p���� � C� Pre-Application Parcel Information � o®o 12-Digit Parcel Number Site Acidp•ess Street Number Street Name City Type of Job Please submit a scaled plot plan % r�y ��� showing all existing and proposed Describe work building, on-site sewage system, Number of Bedrooms and well. On-Site Sewage Information Water System Information ® On-Site Septic System ® blew ® Existing Plumbing in structure? ® Yes kiiY No 0 Sewer Name of Sewer System r If yes: Using an existing on-site septic system will require a current please submit a completed dilater maintenance report and a Record Drawing (Asbuilt). Documents Adequacy Form. for bath of these requirements may be on file with Mason County Public Health. Other requirements may apply. Applicant Sid ure � Date Official use only Departmental Review Approved Denied dotes Water Adequacy On-site Sewage System Tenant Review Revision w 'v o 00 � A. 2 c�D c�D O � O ti 'p M p •r" � O � M 7 w•* C '3" � O W_ y_ �_ W W � �33 '+ C O O w �• �D co CD O. o. o• �' O O O o O O t ] N ¢ '�-r 'C r'T• 'w•t "' •�' Q- N O O O �G CD w � � a �' w � � � � � o � � � �' � .n �•�7 �' ''d a � w b Ci7 t� a cD w cD o pj 0o a o o pD ¢ -we �' T3 a• CD ss CD w o w a ° v o ao CP i.2 m - v o cD c� rn a co Gh m O r o c n o a oo H n CD o 0 oro �. w El ID 2. y (? c<D w w ow �. ° o c d CD co' c�D is CD 7y ag o ro° � �; c CD o' o < 7y cc o c oo' w caD aro o w < o.CD Z CD CD FL 2 � 4, CD N — CD ¢ C) OCD CD ' CD ° 10, 18 cs co < CR, CD 'a � o oa w �' o _�•W' � to � � p' co w cc 5 a. a � CAD CD o � c�D c�D CD CD .0c�D :.'h "'r °�.. '�" 00 � CD N N C"y a v' CD a < rro' ° n a c o CD o o n o a o b � o � ao Lovv cD v, I KUCQD i (D c. 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C 0 CD CD CD �+ 3 CG tz C] ci H N CDi ai ON1 Z G7 CO t � ' PRE-SUBMISSION MEETING FOR WEDNESDAY APRIL 29TH, 2015 PAR2015-00016 APPLICANT: Mason County Rodeo Association ; MEETING DATE AND TIME:April 29th, 2015 9:15/9:30-10:30am ---- ---.�� PARCEL NUMBER: 42004-14-00000 SITE ADDRESS: The Ridge Motorsports Park PROJECT DESCRIPTION: Rodeo arena withholding pens with announcing P#PJ to%: �3 LOCATION: 426 W Cedar St, Bldg 3 Conference room PLANNER: Grace Miller Ext 360 PUBLIC HEALTH STAFF: Cindy Waite Ext 353 bed�u'nq 4 /$0 00 IY✓� Wv� �;�^^�-''mod �o �oS�U'+'�mi^�" l / atiCPi .v�aw 9 u—vi u 4 S-(e6 r- ,t lam_ (Q ( f /+ 9 wi 0 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 PAR2015-00016 Parcel Number: 42004-14-00000 Dear Applicant, Please find enclosed a computer-generated report summarizing the results of your pre-submission conference on 4/29/2015 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 the' telephone extensions are listed below: DEPARTMENT STAFF MEMBER EXTENTSION INITIALS Fire Inspector/Comm. Dev. Jeromy Hicks 282 JNH Building/Comm. Dev. Trish Woolett - TW Environ. Health Spec./Public Health Cindy Waite 353 CEW -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 pen-nit 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.maso .wa.us. 3 2 � Q } \ \ \ \ » \ (71 \ / � \ \ \ 0 G G G G \ � o / / / / / � k � Z � WD � R C) 0 2 9 y 9 - .§ q � ƒ % 2 c 4 # # ; - ƒ % } \ § / m / CL � \ k kCL / / / / % \ w \ & _\ k 0 / \ \ / ® © e & / LU / IZT ƒ O k\ \ ELLJ 00 w @ / B � k / / 8 �0 7 \ 3 w % \ $ / \ ( / � •\ / ( \ \ J § \ 6 c ƒ \ \ \ ± W o . o v 0 Z ? o c ° o i °' Cd U 0 0 o Q o o y a —Cd ° 03 o ,n op o w o N .w' al coa 'a '3 3 > w o N 3 �"a d w U a '7� E c o N a > cd o o 'er 3 a.y c o ID '� � o C7 2 • E C a 3 c a w cz U •' cd ay a ° U 'c bA 0 Z ° O ocz n o tb � � > ° ° ICI rl o .L a a� pp > NEE" ^ > o ° � o O N > Q3 ' ti y a- ,^ b O w > Y O N N .. 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E- E w E- -v U n, 3 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. fit, 426 West Cedar Street Shelton, WA 98584 ~;ram 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: Rich Balderston (360)427-9670 x 285 E-Mail: ralderston@co.mason.wa.us • DATE: April 29, 2015 • PROJECT/PROJECT TRACKING NUMBER: PAR2015-00016 • PROJECT REPRESENTATIVE(S): Mason County Rodeo Association DESCRIPTION &SIZE OF PROJECT/OCCUPANCY CLASSIFICATION & USE: Construction of rodeo arena and announcing tower. No building plans were submitted. Construction plans will be required to be designed, stamped and signed by a Washington State licensed Engineer and accompanied by supporting calculations. 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. • DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances, where required include fire-resistive details, including continuity, &tested assembly details. • FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details, including continuity, &tested assembly details. • 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 REQU IREDIOCCU PANT 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: 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. • Referencing IBC/WAC 2902.2 separate plumbing fixtures shall be required for each sex, except when the calculated occupancy load is 15 or less, then unisex fixtures shall be allowed. To calculate the number of fixtures and referencing Table 2902.1 the following fixtures shall be required: Offices: 1 water closet per 25 for the first 50 and 1 per 50 for the remainder exceeding 50. 1 lavatory per 40 for the first 80. Storage(S1&S2): 1 water closet per 100 and 1 lavatory per 100. 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_ • 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,htmi, In addition your local utility may have an incentive program, designed to help you lower energy consumption. To discuss incentive opportunities contact the Energy Services Department at PUD3 by calling (360)426-0777 or PUD1 at(360)877-5249. • 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. • GEOTECH REPORT REQUIRED? YES /NO (Refer to planning requirements) • OIL SEPARATOR: REQUIRED when vehicle repair work is performed. Identify location and provide construction details. • PROVIDE A SPACE FOR STORAGE OF RECYCLED MATERIAL&SOLID WASTE(WAC51-50-009): ldenbfy the location. • SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. Statement of special inspections prepared by registered design professional in responsible charge. Complete a Special Inspection authorization form. May be required depending on type of construction. • 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 69"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. • 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. • SPRINKLER SYSTEM: Verify that design calculations include additional load attributed to required fire sprinkler system. • 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. • OTHER: PERMITS REQUIRED FOR PROJECT o BUILDING o PLUMBING/MECHANICAL o GRADING PERMIT (When greater than 200 cubic yards) ❑ CHANGE OF USE n FIRE SUPPRESSION, where required. See Fire Marshal comments o SIGN o FENCE(Greater than TO"above grade) ADDITIONAL NOTES: WHEN YOU ARE READY, SUBMIT FOUR(4 SITE PLANS, DRAWN TO SCALE ALONG WITH THREE(3) COMPLETE SETS OF BUILDING PLANS 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 CODEIVENTILATION & INDOOR AIR QUALITY CODE INFORMATION. • DEFERRED SUBMITTAL WILL NOT BE ACCEPTED. • A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED. VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA RECOMMENDATIONS AND THE PERMIT FEE WILL BE DETERMINED BASED UPON TABLE 1-A OF THE 1997 UBC, 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 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 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 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 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. MASON COUNTY FIRE MARSHAL Mason County Bldg.III 426 W Cedar St Shelton,WA 98584 (360)427-9670 EA 352 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION FIRE & LIFE SAFETY FIRE&LIFE SAFETY PROTECTION PLAN FOR NIA.SON COUNTY EVENTS These fie and life safety requirements are intended to achieve the,folla ping: 1.Provide emergency vehicle access to all buildings. 2. Provide fire department access to on-site hydrants. 3.Prevent the spread of exposure fires. 4. Provide for unobstructed exiting from all assembly areas_ 4. Reduce fire hazards. FIRE PROTECTION MEASURES 1. Provide a minimum 20-foot, unobstructed fire lane from the main vehicle entrance to, and around, the "core" buildings. 2.No OPEN FLAME DEVICES are allowed within any building. 3. Provide a minimum 36-inch clearance in front of all electrical panels. 4. No open fires are allowed except in the designated fire pit across from the Public Safety building or in an approved portable fire pit. 5.All exit doors are to be kept clear and unobstructed. 7.No parking is allowed within 20 feet of any fire hydrant. 8. Occupied recreation vehicles shall be at least ten(10)feet from any occupied building. 9. Portable concession stands shall be at least six(6)feet from any occupied building. 10.Recreation vehicles shall be at least eight(8)feet apart when parked end-to-end. 11.No parking allowed within eight(8)feet of any aboveground electrical transformer. I 12.No parking allowed within ten(10)feet of any stationary propane tank. 13. All cooking concessions shall provide at least one (1) 2A IOBC rated fire extinguisher. If cooking produces grease-laden vapors a Class K type fire extinguisher will also be required. 14. Water based fire extinguishers shall be provided around livestock areas when hay and sawdust are present 15. Portable concession trailers that conduct cooking that emits grease-laden vapors are required to have a Class I Hood and a fire suppression system meeting UL 300 standards, and a class K type fine extinguisher. 16. Tents where cooking is performed shall be separated from other tents by a minimum of 20'. 17. In tents where vents or flues are used there shall be a minimum of 127'clearance around the vent or flue and the tent. 18. Propane gas containers shall be located outside, properly secured (anchored to ground) and in an approved location(10 feet from all ignition sources). THE MASON COUNTY FIRE MARSHAL AND THE FAIRGROUNDS MANAGER WILL CONDUCT A FIRE SAFETY INSPECTION PRIOR TO THE PUBLIC OPENING ANY MAJOR EVENT. TEMPORARY TENTS &MEMBRANE STRUCTURES Temporary tents and membrane structures having an area in excess of 400 sq.ft. require a permit from Mason County Dept. of Community Development unless the tent or membrane structure meets the following criteria: Tents open on all sides which comply with all of the following: A) Individual tents shall not exceed 700 sq.ft B)The aggregate of multiple tents placed side by side without a fire break clearance of 12-ft, not exceeding 700 sq.ft total. C) Not less than 12-ft to all structures and other tents Reference 2012 International Fire Code, Section 3103 S 9 a o�o�� .-, � 000 Plan Review Comments June 6, 2015 Ridge Motorsports Group, LLC. Attn: Rusty Gill P.O. Box 2467 Shelton, WA 98584 Sent via e-mail only, to: rustygridgemotorsportspark.com Re: Building Permit# COM2015-00061, 1060 W Eells Hill Rd. PROJECT DATA: Engineer of record: None identified Architect of record: None identified Contractor: None identified PROJECT DESCRIPTION: Installation of a factory-assembled commercial coach/structure OCCUPANCY GROUP: B TYPE OF CONSTRUCTION: V-B NUMBER OF STORIES: 1 CODE EDITIONS: 2012 International Building Code (WAC 51-50); and 2012 International Mechanical Code (WAC 51-52); 2012 Uniform Plumbing Code (WAC 51-56); 2012 Washington State Energy Code (WAC 51-11R, WAC 51-11C); RCW 43.22, WAC 296-150C and/or WAC 296-15OF Dear Mr. Gill, The building permit submittal documents for the permit referenced above have been reviewed for conformance with the locally adopted codes along with the Washington State amendments. This review letter contains only those comments related to the Building Department's review and does not reflect any additional needs of any other division or County department. Please review the project data above, and the plan review comments below. It is important that you then follow the instructions for re-submittal following the plan review comments. PLAN REVIEW COMMENTS: 1. A factory assembled commercial structure proposed to be installed (either temporarily or permanently) must have a Washington State Department of Labor & Industries (L&I) insignia affixed i; M1'OS,LLC Page 1 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com 1 in accordance with the requirements of RCW 43.22 and WAC 296-150C or WAC 296-150F. Please provide a description of the proposed unit, the make and model, and the type of insignia affixed to the unit. (Factory-assembled commercial structure? or factory assembled commercial coach?) 2. Is the proposed unit new? Or has the unit been previously installed at another site? If used, where is the unit currently installed? How long ago was it installed? What is the condition of the unit? Has the unit been altered in any way? If altered, has a replacement L&I insignia been affixed by L&I after approving the alterations? 3. In accordance with MCC 14.40.040(c) Construction drawings for a commercial coach or factory assembled commercial structure are required, and shall be prepared and sealed by an architect or engineer licensed in the State of Washington (Photo copies of plans approved by the Washington State Department of Labor & Industries are acceptable for submittal purposes.) Please provide the required design documents. 4. A site plan (or civil design plans) is required which shows the exact location the unit is proposed to be installed, and the location of all site utilities proposed to serve the unit, including the installation of all water lines, sewer lines, electrical service connections, etc., as well as all building access locations, accessible routes of travel, accessible ingress/egress points, etc. 5. The design professional's installation instructions for the unit shall be provided. In addition, WA-L&I provides notice to local enforcement agencies (Mason County DCD in this instance) that specifies what connections, standards, and incomplete items the local enforcement agency must check when the unit is installed if the unit is a factory-assembled commercial structure. All such notices shall be provided to Mason County DCD. 6. All site constructed components of the project shall be fully described and details, such as the full construction plans and details for accessible ramps, door landings, decks, stairs, etc., showing all information necessary to indicate compliance with IBC Chapters 10, 11 and 16 as well as ICC/ANSI A117.1 accessibility requirements. Considerably more information is required in order to review the building permit application and design documents for compliance with the locally adopted codes. Unfortunately, the construction plans cannot be recommended for approval for a building permit until the project is fully described and all outstanding issues are resolved, and construction documents reviewed and approved. For additional information pertinent to this project, please also see the following: 1. Mason County Code Chapter 14.40: https://www.municode.com/library/wa/mason county/codes/code of ordinances?nodeld=TIT1 4BUCO CH14.40FAILHOCOCOCOST 2. Revised Code of Washington (RCW) Chapter 43.22 (particularly Sec. 43.22.450 through 490): http://apps leg wa gov/rcw/default aspx?cite=43 22&full=true# 3. Washington Administrative Code (WAC) Chapter 296-150C, Commercial Coaches: http://app leg wa gov/WAC/default asi2x?cite=296-15OC&full=true#296-15OC-0580 4. Washington Administrative Code (WAC) Chapter 296-150F, Factory-Built Commercial Struct.: http://app leg.wa.gov/WAC/defa ult aspx?cite=296-150F&full=true To re-submit plans: Please make the required corrections and/or clarifications and submit a revised electronic copy of the plans (.PDF or .DWF); or, if on paper, two complete sets of the plans clearly identifying all revisions. CudePrw IjC Page 2 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com r If the plan sets are re-submitted electronically, then once approved, the electronic set will contain the approval indications and will be returned to the County on two CDs, one copy for the County record, and one copy to be returned to the applicant/architect in order to print off an official "Approved Site Copy" of the plans to be maintained on-site during construction. Electronic plans may be e-mailed to mbarth(g�codeproswa.com or instructions and passwords may be provided for me to download the revised plans from a FTP site or similar arrangement, or they can simply be mailed on a CD to the address below. Please be sure to copy Mason County DCD on any and all communications sent directly to CodePros. To aid in the timely review of the revised plans, please detail all corrections and/or revisions in a cover letter, numbered the same as the comments above. Revisions should be marked on the sheets and noted with a cloud surrounding them or some other method to distinguish the changes. Please also be sure to identify if any other changes are made that are not associated with the plan review comments. Design documents and calculations prepared by a professional engineer or architect must include the design professional's original signature, "wet" stamp, registration number and date; or, a signed and stamped cover letter must be provided, fully describing the work prepared by the design professional. If you have questions or concerns about the review comments, please contact me directly at mbarth(a-)-codeproswa.com or call me at 360-801-0543. Sincerely, Digitally signed by Michael J.Barth,M.C.P. 'Date:2015.06.06 20:43:56-07'00' Michael J. Barth, M.C.P. Building Code Consultant 11 cc:Mason County DCD CodeP S,LLC Page 3 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com 4g& 1 ^3 ut off; S. t 1 i Ykt M ;1 3p 1 1- k1.. 4�� 4t 5 C a fev ,toVSV . tol AL yru'� 00 60 v AN F' F' i V � L's a •`o•! a inese'al fls �,Ca ° Z14 a\o19gc1 , �1 seQ° s�+ent rs2 © lA '? r:lcr`� 1 th+a cd develQ o�pr�U,e�i�+nib! �asn4 .tic yia�AZ���1 fee tb °d,��i�an sate°hg s 4a� �lom -q t� 4� CO 1 p tntr r "'ofov-,Ca a,VIP tea lsbte°�Soo, s t1 deOa C w- ASO 2 esal�ndti �° tm� ID Iso -sook v Go f qj bi t oQfio �8'te shy°st6��n, afiar`�°u Y d ¢ fav eo GerCP t+� Nyc't t 1 txn aCmat�as� �s�� yea t s °do! 11 $a'(01' YnSee es u'in� p t�ec�a' 'tli �e �Y VA ee+'ne as�a an ifo stlar 01 t�,o!� e peat os�. the yroy eussetly an ` rs tar la+rrl o em+s rnpl ed aitG sim a r'e ()two ys41�been "A t a£tYse ia1 deve� lfi"� es ° s,4l�Fe r�lny r'G ,1 se5+dent is '�''av'ely 9ne11�site X� n+r i+,du�ts'a1 �+�eastg i�ds���t. esty cA OW t w? 0Coy Ocg f d� i4le 1 co gst a t drg e i ors g�t��e�°a1 Vead l�sOy°red eard't�arel�°c 'd �`ed C eA10",0 o tl�116 Olt vlog', Tevo"', vototo SOe �ryr,3 Soils Report For Shelton Matorsports Park Eells dill Road Parcel No. 4200410 OOOOO� 42004 14 00000 & 42004 24 00000 Mason County,Washington January 24,2011 Project##1102 Prc#rarcd Pnr, The Ridge Motorspor#s G'ou 7648 Shore Acres Drive Olympia,WA 98506 Prepared By; Ettviratech I✓n `t�eerIng /. � +( 74 NE Herd Read �� , ��uaa Belfair,Washington 9852 s tr,u t,t E> Phone. 360-273-9374 Fax, 360-275-4789 B1 TABLE OF CON` ENTS 110 INTRODUCTION..............i.i..,a..+..+.....+..,...i.......... ..ai.+a...a,i...,.<aaa.. i..,....,r....»..,aai......,,....+1 2.0 PROJECT INFORMATION. .......................„...(. ........,................,........,......+................>......1 ..+...,...,...,2 3,0 SURVACE CONDITtONS....................r......(.......,..a....l......(,.,.r.....<......,....,(.......,.,.+......, 4.0 SUBSURVACPI p+;' STIGATION........,.....(,is.++t+a.s.+.<....++rlrills.a.t,. Z 4A t[YFia"Tt4 ItA'PF :+.....+ .............i... ........................................... .......... ..+.4 _......, 4,2 GROURRY4Vt1'i'"..... ............ IiB+tG C0NCLUSIOINS.i .i(....<(......<.....<........,,....,.i,,..... 4 6.0 .......,... ....,.H...,.Hi.......(.N....d 6,0 CLt3SQRE.................................................a....,....l..,.,...;.,a.....,... ..i+<,.../ t t Appendix A-Site Plan Appendix B-SOH Infonuatian l l f Y B2 1,0 Introduction Envirotech iingineertn5 (Enrnratceh) has comply th%scodidcvelapment isrloc report fated alonge'UVes<i devolopment consisfing of a"Acirsports gad(. p Eolls Hill Road, currently designated as parcel numbers 424014 10 00000, 42004 14 00000 and 42004 24 00000 in Shelton,Mason County,Washing on.(Project). See the Vicinity Map bwlvw for a goneral indication of the Project location, co . sh-, OQF.. R 13©1311 RD a E FIR DR t _1310 tij06 WEBLIANI D 4'- r r 7u k , - GD 1312 RD } (t , 1 C Q -- 4 '- 44�.;D1303RD_ r � o �s ?!?,,� 3 g PrOJect fl CP Vicinity Map from Mason County Website 2,o Project Information f Information pertaining to the Project was provided by The Midge Motor9ports Group, developer csf'the property, Information pertaining to site observn�to was d plRecent mberd by oharvestTnS property is currently vacant land with a series of cx s & $leg has been completed on most of the property, and additional logging is expected prior to the devel0pmcnt of the site. Existing land use.near the project ir►eludes a mixture of commercial, industrial and residential developn►em, The property COUsists of approximately 1� .4 acres of total land addocl expr*4 is expected to and Other necessary consist of a race course, drag strip, ancillary roads, pa tin& p features for this typo of dvalorpment.Sec the site plan in Appendix A for a depiction of existing and proposed conditions. by Information on sail conditions pertaining to the�pcoject was hnical studie�c�Farltacldtionalsa'1 infix tltatio nviratcoh during the preparation of this soils repast, p l i 2rt a,attd see the Geotcchnical Report prepared for the Ridge Motrorsports Group,dated May two addendums to the gootcohtvaal report, --- Shelton Mint©rt7pans Par t Bnvirateclt Etlgine'iittg lea 1 XXX W Fells Hill]wad,Shch©;t 7414F.Hurd Road 1YIrtsal1 Comrty,Washingtan Belf ir,Washangtan 98528 Iaizttary 24,2011 Pit,300-275-9,.374 Pao.350-2,75-4799 B3 3.0 Surface Conditions Information p0rtairring to the existing surface conditions for the project was gathered on several occasions, with the most recent on janvary 19, 2o11 by Michael Staten,geotechnical engineer with Envirotech, During the site visits, site features were documented that may influence the Project. The property is accessed from W F..ells Ell Road,an existing paved roadway. The access road extends near the south property fine. Logging roads Within 'tire property boundaries have been established. Beyond the property;rural residential and industrial development exists. Vegetation on and near the Project consists Primarily of secondary growth firs and either trees and shrubbery common to this area of the Pacific Northwest.As previously mentioned, logging of this site has been completed in the past.An aerial photo of the Project and immediate vicinity is provided on the following page. The topographic information provided in this section eras extrapolated from a public lidar sourco, and incorporated observations and Meld measurements. Where necessary, slope verification fi included measuring slope lengths and inclinations with a cloth tape and inclinometer. Nibst of the property consists of gentle slopes,with the exception of a ridge extending,in tlu;east- west direction.The maximum;grade,located on the western and of the property,is approxinIRt�ely qA%with a vertical relief of approximately 42 feet.The upland area of the property is situated on a crest. 4.0 Subsurface Investigation The following subsume conditions are estimated descriptions of the Project sitbgrade utilizing } information from the depth of penetration at all testing, sampling, observed and investigated locations; Sails for this project were primarily described utilizing the Unified Sail Classil"tcation System(USCS)and the Soil Conservation Service(SCS)descriptions. The Project is composed of native sails with no indications of}sorrowed fill, For engineering native soils consist of distinguishable layers,as presented below purposes,these Soils within the upper 1 foot of natural ground were observed to be moist:brown silty sand with gravel(SM). Soils below the upper 1 foot layer to a depth of 7 feet beltnv the ground surface;were observed to be poorly-graded sand with gravel(SP). Expanded and specific subsurface descriptions, other than what is provided in this section, are provided in the Soil logs located in Appendix B of this report. Acoording to the ,Soil Survey of Mason County," by the United States Department of Agriculture,Soil Conservation Service,the site soils are described as Grave gravelly sandy loam with()%-5%slopes,Gh,5%-15%slopes,Gk, 15%-30%slopes,Gm,Lystair loamy sand with 6% - 5% dopes, Lb, and Lystair sandy loarn with 5% - 15% slopes, Le. However, slopes )Kzivii'vtaeh 2 XXX VJ cells Hill Road,Shelton Lnginu r�{►g Shelton Motersporls Park 74 Hard Roadp sge Ucif rir,Wftslruabton'J852£t Mason County,Washington Sffiulfny,24,2011 Pit 360-275-9374 Ffrx:360-2-75-t789 B4 3 i exceeding 3()% were observed on the western end of the property. The soil designations are depicted in the aerial hoto ra It below.. ,- x _ .i r - - all ,Sail Survey From USDA N41 hell Resources Conservation Service ,nw soil samples obtained at the Project site during the field investigation were preserved and transported for porysible laboratory testing.Visual classification of soils was performed in the field at all observed soil profiles. Visual classifications were performed in accordance with the American Standards for Testing wul Materials(ASTM P2489). 3 The general results from the visual classification are presented above in'the Subsurface Conditions Section. Specifically, soils below the upper 1.0 feet in one testing location consisted of approximately 30% gravel, 70% sand-sized sails,, and U% silt ci<nth no plasticity. Minor variations observed during the visual classification of particle size content (Le, gravel, sand; fines), or isolated pockets within the soil stratification were insignificant in relation to the overall engineering properties of the sail. 4.1 Infiltration Sates According to the 1992 Stormwater Management Marivad for WC-stern Washington prepared by the Washington State Department of Eroldl;y ''rater {duality Pfogram, infiltration rates of the soils encountered at a depth of at least 18 inches below the ground surface ranges from 4,14 inches/hour to ill inches/hour.This infiltration rate includes a factor of'safety of 2,as rwimmended by the stormwater manual.Three percolation tests were completed for this Project with the following results; « P1 =9.7 in/hr £ + P2—11.2 in/hr P3=10.9 in/hr Envirotech recommends using an infiltration rate not to oweed the lowest measured rate coupled with a'factor of safety, The design infiltration rate for this Project should not C'inwii t-ecfi Enginearing Shelton MotorsporlsPairk 74 NM Hord Road page 3 XXX IN Eells[-fill Road,Shchon Be]fair,Washington 98= Mason County, Washington Ph.360-275-9374 ianuaiy 24;2011 Pais:360-275-4789 B5 1' exceed 9.5 in/hr, 4,2 Groundwater From the wator well report(s)and knowledge of the general area,permanent groundwater is at lest 50 feet directly belotsv the ground surface at the lowest elevation of the property.Perched groundwater at shallow depths was not observed on-site,nor indicated on the W011 reports. 5,0 Engineering Conclusions Eased on the soil classification of the Project soils,the upper l fOOt of soils have a moderate erodibility factor, Soils below l font in depth have a low crodibility factor. Tomporary erasion f control measures are required due to proposed extensive land disturbing, Temporary erosion should include standard controls such as a stabilized construction entrance and temporary sedimentation ponds. Permanent eraAon control should be employed for all applicable site features such as culvert inlets and outlets,surface areas for traffic,and denuded areas.Additional erasion control measures may need to be employed during and/or after construction if selected f erasion control measures arc not performing as expected, or required by the project engineer, County or other prevailing agency. Erosion control information and specifications may be found in the "1992 Starmwater Management Manual for Western Washington;'prepared by the Washington State Department of Ecology Water Quality Program. 6.0 Closure Due to the inherent natural variations of the soil stratification and the nature of geotechnical subsurface explorations, there is always a passibility that soil conditions encountered during construction are different than those described in this report.Therefore,it is recommended that a qualified engineer observes and documents the construction,or Envirotech is promptly notified if project and subsurface conditions found on-site are not as presented in this report so that we call re-evaluate our recommendations, This roport presents a gevlogicalf gootechnical assessn)M and is intended only for the owner,or owners' representative. Furthermore, this report is only valid for the project information and location described herein. pleaso contact Michael Staten at 360-275-9374 if you have any questions,comments,or require additional information.. Sincerely, Envirotee4 Engineering N ichael Staten,P.E. Creotechnical Engineer Eaviro>tccIi Engineering -- Sbellon Motorsports Park 74 i 1 Hurd Road serge 4 XXX VV Eclls Hill Mid,Shellm Belfli.r;�,'ssltingron 9857t1 Ytf�son County,�nsliin&tnn Mi.360-275-9374 .I,nutlry f'ax:360-275-4781) B6 r TEST PIT LOG TEST PIT NUMBER TP-1 PROJECT: Shelton Motorsports Parr DATE OF LOG: 5/20/2010 PROJECT NO: 1102 LOGGED BY: MCS CLIENT: Rod Powell EXCAVATOR: N/A LOCATION: Parcel 42004 10 00000 DRILL RIG: None Mason County, Washington ELEVATION: NIA 3 INITIAL DEPTH OF WATER: NIA FINAL DEPTH OF WATER: NIA SOIL STRATA, PENEMMONTEST DEPTH SAMPLERS USCS DESCRIPTION LL Pi CURVE AND TEST DATA DEPTH Pi 14 30 5tt 0 .................................... SM Brown,molsty medium dense SILTY I SAND+r*GRAVEL,gavel is primarily well-graded and subangular to subrounded,Sand is well graded. tRn:piasfia....:......................... 1•;:,.s SP Medium dense to dense poorly graded SAND With GRAVEL..Gravel is primarily coarse,Sand Is medium and coarse. Non-piastiia. g .? 4 .. Dense- Excavation terminated at approximately 4.5 feet 8 i I S ' {I t 10 lVo Groundwater Encountered ENVIROTECH ENGINEERING g Tars rnra rrlorron�8L1s aArro arts borfi1p anti d)D0¬ ks Geotecl finical Engir+eering Intnrpretedas hemp lndidAvs of th©enf6e arts. B'10 l TEST T LOG TEST PIT NUMBER TP-2 PROJECT: Shelton Motorsports mark DATE OF LOG, 5120/2010 PROJECT NO: 1054 LOGGED BY: MCS CLIENT: Rod Powell EXCAVATOR: N/A LOCATION: Parcel42004 id 00000 DRILL RIG: None Mason County,Washington ELEVATION: N/A INITIAL DEPTH OF WATER: WA FINAL DEPTH OF WATER: N/A a STANDARD PENE7RA7fbM tES7 SOIL STRATA, DEPTH SAMPLERS USES QESGFtlPTIQN LL PI DEPTH N CURVE AND TEST DATA 10 30 50 4 ...... ........................ 5M Brown,rrtoldt,medium dense SILTY SAND with GRAVEL.Gravel is prlrnarity we4l-graded and subangular to 1 subtaunded.Sand Is well graded, ''' Nan-piastia. aP Medtuiri dense poorly gradei/St�>�([5'witli` +� GRAVEL.Gravel Is primarily fine and subrounded to subangular.Sand is medium. a [ !r. ` Sand is Coarse € 4t'7t Ott A;.�Jr t 5 t n� � ;'fit;•: � 1 Dense 1 7 Excavation terminated at approxirn tely TO feet 8 i s i I Na Groundwater Encountered ENVIROTECH ENGINEERING rhretnrnrmetranpanr�rstmrytarl�rsha�frtaandshoukinartw Gf'rstechrflaai Eng(rleering rnterptgfecrasltstag M�a71V�nt rire entrni sits. B11 TEST PIT LOG TEST PIT NUMBER TP-3 i PROJECT: Shelton Mlotorsports Pafk GATE.OF LOG: 5120/2010 PROJECT NO: 1102 LOGGED BY: MCS CLIENT, Rod Powell EXCAVATOR: NfA LOCATION; Parcel 4200410 g0000 DRILL RIG: None Masan County, Washington ELEVATION: NIA FINAL DEPTH OF WATER: NIA INITIAL DEPTH OF WATER: NIA I sTANDARD PENETRATION TFST SOIL STRATA, USCS DESCRIPTION LL PI CURVE DEPTH SRNfPLERS DEPTH N AND TEST DATA 9 0 30 50 SM Brown,moist,medium dense SILTY SAND with GRAVEL,Gravel is primarily well-graded and subangular is 9 hsh,u/{b�nro{}unded,Sand Is medium. }c % 5P Medium dense to dense poorly graded SAND with GRAVEL.Gravel is primarily 2 coarse. Sand Is mostly coarse. '• f: Non-plastic. 4 r{ 3 F Dense 1s{i Excavation terminated at approximately 4.5 feet f 6 i 7 i I 8 9 110 I 3 I No Groundwater Encountered ENVIROTECH ENGINEERING eateoflnlcal EngineeringThistnrsracorkpnponaInsonrylathlsaonng��ndatoukdnot6e 1ntslpts1etl as hemp tad1d1he ortheealkB Me. I I i B12 E TEST PIT LOG TEST PIT NUMBER TP-4 i PROJECT: Shelton Motorsporls Park DATE OF LOG, 5/201201D PROJECT NO: 1102 LOGGED BY: MCS CLIENT: Rod Powell EXCAVATOR; NIA LOCATION: Parcel 4200410 00000 DRILL RIG: None Masan County,Washington ELEVATION.: N/A INITIAL DEPTH OF WATER: N/A FINAL DEPTH OF WATER, N/A STANDARD PEWTPATION TEST DEPTH 5 STRATA,SA USCS DESCRIPTION SAMPLERS LL PI DEPTH N CURVE AND TEST DATA 10 30 50 p _ .............. SM Brown,moist, medium dense SILTY SAND with GRAVEL,Gravel is primer ly f well-graded and s0angular to I r..7-1 subrounded.Sand is medium. ;; I4rl plltf .. =_;. 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