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Home My WebLink AboutBLD2021-00949 - BLD Inspections - 1/28/2025 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 �., *; SHELTON:360 427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 13.dd,n4Planning,Em...m U11-10%Commung14—ith ELMA:360-482-5269,EXT 352 - www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2021-00949 Date Issued 09/22/2022 Issued By 9 Project CONSTRUCTION OF A RUSTIC CABIN(NO PLUMBING) Site Address 1365 W Schafer Park Rd / Applicant STATE OF WASHINGTON Contractor J Contractor Phone Primary Code 2018 UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type NEW SINGLE FAMILY RESIDENCE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." PRIOR TO CALLING FOR FINAL INSPECTION.ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks / -Z -Z I?b Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches rZ (Q -7- —2. Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Z-3-Z Gas Piping Shear Wall Nailing //-Z -Z Y JCL Underfloor Other Insulation Slab z - Ceiling - -z- DEC- Floor `z-� -Z _ � Vaulted Ceiling _ Walls Vapor Barrier (�,a S Ce �yi aZ-f —z 6C Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building z -2 �_ �G IG$ Cecelvte Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other DEG INSPECTION RESULTS Page MASON COUNTY Department of Community Development COMMUNrrY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Permit Assistance Center,Building,Planning (360)427-9670 ext. 352 Application# BLD2021-00949 Application Type NEW SINGLE FAMILY Owner STATE OF WASHINGTON RESIDENCE Parcel # 619293060020 Site Address 1365 W Schafer Park Rd Elma, WA 98541 Inspector Inspection Type Date Status Comments 12-3-24 DEC Drew Carlson FRAMING INSPECTION 12/03/2024 FAIL PROVIDE CAULK AND SEAL PACKAGE AND CALL FOR REINSPECTION DO NOT INSULATE ((nn vl J (� N �r" INSPECTION RESULTS Page 3�IASt)N COUNTY INSPECTION of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Permit Assistance Center,Building,Planning (360) 427-9670 ext. 352 Application# BLD2021-00949 Application Type NEW SINGLE FAMILY Owner STATE OF WASHINGTON RESIDENCE Parcel# 619293060020 Site Address 1365 W Schafer Park Rd Elma, WA 98541 Inspector Inspection Type Date Status Comments 1-7-25 DEC INSTALL GUTTERS AND DOWN SPOUTS. COMPLETE EXTERIOR PAINTING. Drew Carlson BLD-FINAL INSPECTION 01/07/2025 FAIL COMPLETE ROCKERY. EMAIL PICTURES OF CORRECTIONS AND INCLUDE PERMIT NUMBER drewc@masoncountywa.gov N � CERTIFICATE OF OCCUPANCY Mason County, WA OWNERS NAME: STATE OF WASHINGTON OWNER'S ADDRESS: 7150 CLEANWA TER LN KY-11 Olympia, Wa. 98504 SITE ADDRESS: 1365 W SCHAFER PARK RD ELMA, WA BUILDING PERMIT NUMBER: BLD2021-00949 DESCRIPTION: RUSTIC CABIN (NO PLUMBING) BUILDING OFFICIAL: JOSHUA LUCK TELEPHONE NUMBER: (360) 427-9670 ext. 352 CODE/EDITTION: 2018 IBC,IRC,IFC,IEC,IMC,UPC USE OF STRUCTURE: SLEEPING CABIN OCCUPANCY: R-3 OCCUPANT LOAD: TYPE OF CONSTRUCTION: TYPE-11 SPRINKLER SYSTEM REQUIRED: NO This structure has been inspected for compliance with the requirements of this code for occupancy and the use for which the proposed occupancy is classified. CONDITIONS OR STIPULATIONS: MUST MAINTAIN ALL STORM WATER CONDITIONS, FIRE PROTECTION SYSTEMS, AND PERMIT CONDITIONS Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 + ` Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us B DD2021-00949 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: CONSTRUCTION OF A RUSTIC CABIN (NO ISSUED: 09/22/2022 PLUMBING) SITE ADDRESS: 1365 W SCHAFER PARK RD ELMA EXPIRES: 03/21/2023 PARCEL: 619293060020 APPLICANT: STATE OF WASHINGTON OWNER: STATE OF WASHINGTON 1111 ISRAEL RD SW 1111 ISRAEL RD SW OLYMPIA,WA 98504-2650 OLYMPIA,WA98504-2650 360.515.6761 VALUATIONS: FEES: Paid Due Covered Deck/Carport 97.00 $2,134.00 Plan Check Fee $359.18 $0.00 R-3 VB Residential, one- 276.00 $34,135.68 Mechanical Base Fee $30.00 $0.00 and two-family Mechanical Fees $14.00 $0.00 State Fee-Residential $6.50 $0.00 Planning Review Fee $240.00 $0.00 Building Plan Review/Change of $125.00 $0.00 Use-Onsite Sewage Technology Surcharge $19.12 $0.00 Building Permit Fee $552.58 $0.00 Total: $36,269.68 Totals : $1,346.38 $0.00 FIXTURES City Mechanical Fixtures 1.0000 Other REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Printed by:Genie Mcfarland on:09/22/2022 08:43 AM Page 1 of 6 /. Mason County II Mason County - Division of Community Development 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00949 Foundation Wall-Pre-Pour Inspection Mechanical Inspection Underfloor Inspection Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS " The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure- sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts.When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit" or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. Printed by:Genie Mcfarland on:09/22/2022 08:43 AM Page 2 of 6 Mason County II Mason County - Division of Community Development s 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00949 A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof,walls,foundation (slab, basement wall, crawlspace wall and/or floor),and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient (SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section R401.3 & R402.4.1.2, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference IECCIWSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate" and are available in or'/z sheets. The Mason County Permit Center will also have some available. When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site,then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. WIND LOADS -Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. " Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. Printed by:Genie Mcfadand on:09/22/2022 08:43 AM Page 3 of 6 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 arav Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00949 " The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * Adopted IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. * A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All property lines shall be clearly identified at the time of foundation inspection. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at(206)357-2620, ext. 630. Printed by:Genie Mcfarland on:09/22/2022 08:43 AM Page 4 of 6 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00949 * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * The foundation/footing must be placed on undisturbed, firm-native soil. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. Printed by:Genie Mcfarland on:09/22/2022 08:43 AM Page 5 of 6 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 xc ' Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00949 Approved Documents Acknowledgement. Applicant is receiving a flash drive with all project approved documents. Applicant agrees that they must print the approved construction plans the size of 24x36 minimum size, in color, and all supporting documents in a minimum size of 8.5x11 format.All printed documents are to be available to the building inspector on site at the first and during subsequent inspections. Failure to do so will delay the inspection process. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: "��Contractor or Authorize Agent: � Date: Cr1z-Z-1Z02-L Printed by:Genie Mcfarland on:09/22/2022 08:43 AM Page 6 of 6 CAD NO.A###YEAR-1\FILE.DWG 1 X 2 HEM FIR BATTENS OPEN TRUSSES IN PORCH AREA OVER ALL SEAMS ti Mason county Permit Document BLD2021-00950 BLD2021-00949 BLD2021-00053 BL D2021-00054 C7 '4 ® z TIMBER ®3 Revised W FRAME 3 U ELEVATION Submittal LU a ° z 1 2 O 2 2 O ACTION BY DATE J DESIGNED LRM 05/13/20 DRAWN LRM 05/13/20 CHECKED(FIELD) CHECKED(HDQTS.) REFLECTIVE CEILING PLAN (2)#2DF2X6 � HEADER W/2 X 6 REGISTERED STAMP n — — — — — — ROOF OVERHANG TRIMMER&KING-STUD r - - - - — BIG— - - - -70- - � WASH7�INGTON ELECTRICAL PANEL I STATE SIMPSON STHD8, HDU2 OR HTT16 IN(2)ST HTT16 OR HDU2 PARKS D IN(2)STUDS TO n HEATERIJ IN(2)STUDS TO FND I AND FND CHAIR q RECREATION (2)#2 DF 2 X 6 TABLE HEADER W/2 X 6 (2)#2 DF 2 X 6 COMMISSION TRIMMER&KING-STUD HEADER W/2 X 6 TRIMMER&KING-STUD _ PORCH LIGHT SCHAFER STATE / \ o � — I _ PARK (2)#2DF2X6 ^ LIGHT FIXTURE(2) \ 5 LBS.PORTABLE HEADER W/2 X 6 BUNK BED SMOKE DETECTOR FIRE EXTINGUISHER TRIMMER&KING-STUD SIMPSON STHD8, SAFETY GLASS RELOCATE HDU2 OR HTT16 IN(2)STUDS TO o VA.BI'S @ 48"O.C.TYP. CAMPGROUND FND FUTON ELECTRICA SOFA BOUTLET(8) ra SIMPSON HT716 I � OR HDU2 IN(2) CABINS STUDS TO FND a B"0 HAND PEELED — LOG�TYPICAL(2) 13'-6" — - - - - - - - - - - - - - - =,D) — — J CEILING & FLOOR 6 1/2" 20'-0" 5'-8" 2'-4' PLAN HEADER W/2 X 6 TRIMMER&KING-STUD SCALE 0 2 FLOOR PLAN NOMPOM FEET SHEET 24 OF 69 PARKS FILE# HOLD-DOWN SCHEDULE GAD NO. A###YEAR-1\FILE.DWG NOTE: SEE FLOOR PLAN FOR HOLD-DOWN LOCATIONS. Masan County STHD8- STHD8-STHD8RJ EMBEDS 8" INTO CONCRETE FOUNDATION, STHDB-STH08RJ STHD8RJ ATTACHES TO DOUBLE STUDS MINIMUM WITH (24) 16d SINKER NAILS. (CAP = 4 x 6, Permit Document 1950) a TYP HDU2 HDU2 ATTACHED TO FOUNDATION WITH I" DIAMETER ANCHOR BOLT WITH 14" � `r MINIMUM EMBEDMENT. HDU2 ATTACHES TO DOUBLE STUDS WITH (6) SIMPSON 4 x 6, BLD2021-00MO SDSY4X3 SCREWS. (CAP = 3075) TYP BLD12021-00949 HTT16 HTT16 ATTACHES TO FOUNDATION WITH I" DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HTT16 ATTACHES TO DOUBLE STUDS WITH (18) 16d NAILS. BLVCVL 1-Of} 53 o�.� �1-�� (CAP = 3955) V 4 x 6, 4 x 8 x 12'-0" PROVIDE TIMBER TYP BOTTOM CHORD TRUSS AND METAL o CONNECTORS LOG COLUMN SHEAR WALL NOTES w DESIGNED BY TO BEAM LICENSED CONNECTION Revised 1. USE BY 1 DIAMETER BY 10" ANCHOR BOLTS (AB'S) WITH SINGLE PLATES OR 1/2" DESIGNER. Repp DIA. BY 12" AB'S WITH 3X OR DOUBLE PLATES SPACED AS SHOWN ON THE DRAWINGS. AB'S SHALL HAVE 7" OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED AT THE STUD WALL, AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE B 8" DIAMETER Submittal WALL. ALL ANCHOR BOLTS SHALL BE PLACED WITHIN 12" FROM CORNERS, AND 12" HAND PEELED FROM THE ENDS OF BOTH PLATES AT SPLICES. ALL ANCHOR BOLTS SHALL HAVE A d LOG POST 3" SQUARE, 1/4" THICK PLATE WASHERS BETWEEN THE TOP OF THE SILL PLATE AND 1-20-22 THE NUT. ALL ANCHOR BOLTS, NUTS AND WASHERS SHALL BE EITHER STAMM ACTION BY DATE S M OR OALVANIZED S,TM WHEN N CONTACT WITH PRESSURE TREATM WOW. DESIGNED XXX 01/01/14 LOG COLUMN ®g 2. ALL WALL SHEATHING SHALL BE 1/2" COX PLYWOOD SPAN RATED "SR 24/0" OR DRAWN XXX 01/01/14 TO FOOTING BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2x4 OR 2x6 FLAT CHECKED(FIELD) CONNECTION BLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. CHECKED(HDQTS.) Applicant is responsible for all compliance requirements related to flood damage prevention 3. ALL NAILS SHALL BE 8d OR 10d COMMON (8d COMMON NAILS MUST BE 0.131 INCH re q g p DIAMETER, SENCO KC27 NAILS ARE EQUIVALENT. IF 10d COMMON NAILS ARE CALLED including, but not limited to proper location of FOR THE DIAMETER MUST BE 0.148 INCHES, SENCO MD23 NAILS ARE EQUIVALENT o WHEN USED WITH )4- PLYWOOD). NAIL SIZE AND SPACING AT ALL SHEATHING EDGES N 'v structures inside or outside the mapped flood zones SHALL BE AS REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACING SHALL BE and proper elevation of all structures or use of flood 12" ON CENTER FOR ALL FIELD NAILING EXCEPT AS NOTED. 2'-0" damage prevention methods pursuant to county 4. HOLD DOWNS ARE N "STRONG-TEE AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATION. EQUIVALENT HOEDOWNS BY UNITED STEEL SQUARE 11'4' municipal Codes and FEMA requirements of the NFIR PRODUCTS COMPANY "KANT-SAG" THAT HAVE ICC APPROVAL CAN BE SUBSTITUTED If discrepancies are identified during construction, the IN PLACE OF SIMPSON HOLD-DOWNS. Q T/MBER FRAME ELEVAT/ON applicant shall first confirm with the registered 5. THE NAILING SPATHE OFLE PLATE TO THE FLOOR THE SHEAR WALL EDGE SHALL GBE 16d COMMON NAILS TO 3 3 LY 2 professionals of record coordination with and approval 6. WALL FRAMING SHALL BE #2 DF OR BETTER. 3X, 4X, OR 6X STUDS CAN BE MADE REGISTERED STAMP of county flood damage prevention requirements prior FROM MULTIPLE 2X STUDS GLUED AND NAILED TOGETHER WITH (2) ROWS OF 10d'S 0 4' to any Construction. AT 8" O.C. FOR EACH ROW. WASHINGTON 7. 3X SILL PLATES CAN BE A COMBINATION OF (1) PRESSURE TREATED 2X SILL STATE DIRECTLY IN CONTACT WITH CONCRETE AND ANOTHER NON-TREATED 2X SILL PLATE NAILED TO THE LOWER PLATE WITH (2) ROWS OF 10d COMMON NAILS AT 6" ON 7� CENTER EACH ROW. PARKS — — — — — — — — — — — — — — — — — — I— — 8. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR AND I I STAINLESS STEEL. 0 RECREATION 1 2'-6 FOUNDATION SHEAR WALL SCHEDULE COMMISSION 1/2"ANCHOR BOLT W/7" SHEATHING NAILED NTH 8d'S AT 6" O.C. ALL oe EMBEDMENT @ 48"O.C. SLOPE 2% _ ® EDGES. (CAPACITY = 260plf) SHEATIIING NAILEDN I I ON CENTER ALL EDGES WITH 3XWI R 4X STUDS"AT ADJOINING SCHAFER STATE 2"PVC ELECTRICAL CONDUIT I I PANEL EDGES. (CAPACITY = 380 plf) PARK FROM DISTRIBUTION PANEL POWER SOURCE `° ROOF DIAPHRAGM SIMPSON HTT16 I I SIMPSON HTT16 m W OR HDU2 IN(2) I I I OR HDU2 IN(2) I USE 5/8" PLYWOOD SPAN RATED 24/16 OR STUDS TO FND I I STUDS TO FND BETTER, NAILED WITH 8d' COMMON NAILS AT 6" O.C. EDGES AND 12" ON CENTER FIELD. RELOCATE FIFE 128.5' i I SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. CAMPGROUND SLOPE 2% I I I — 2'X2'X2' CABINS - - - - - - - - - - - - - - - - - - - - - - � FOUNDATION ' - - - - - , —— — — — — — — — — - - - - - - - J J FOUNDATION PLAN 22'-01/2" 3'-9" 1' V SCALE FOUNDATION PLAN SHEET 25 OF 69 pARKSFILE# CAD NO. A###YEAR-1\FILE.DWG MECHANICAL NOTES 1D INSULATE DUCTWORK TO R-4.5 (MIN.) o - - - - - - - - - - - -ROOF OVERHANG - - - - - - - - - - - - - - - - - - Q PROVIDE AIR FLOW VENT ON ALL SINGLE HUNG WINDOWS WITH MIN. 10.18 CFM PER WINDOW. I 3Q ENSURE EXHAUST DISCHARGE IS 3'-0" (MIN.) FROM ANY OPERABLE OPENING. z ELECTRICAL PANEL ® PROVIDE ONE SINGLE FIRE ALARM CONTROL PANELS MODELS KS-2 & SK-4/E TO SERVICE THE FOUR CABINS. FIRLE ALARM 2 2 OPANELS I HEATER O PANELSCA IN CONTROL 1 ONLY) I SHEET NOTE I z VENTILATION AIR IS PROVIDED PER 2015 IMC WITH WASHINGTON STATE I AMENDMENTS FOR WHOLE HOUSE VENTILATION WITH EXHAUST FAN PER SECTION 403.8.6. EXHAUST FAN SHALL CONTINUOUSLY EXHAUST 30 CFM E-F 1 I (MIN) PER TABLE 403.8.1 FOR 0-1 BEDROOMS UNDER 1,500 SQ. FT. O ® I O 4"0 1O I LIGHT FIXTURE(2)J, 2A PORTABLE I ACTION BY DATE SMOKE DEFECTOR FIRE EXTINGUISHER I DESIGNED BEC 01/14/15 O I Mason County DRAWN SVH 01/14/15 I� 4fr_1/ CHECKED(FIELD) Permit Document CHECKED(HDQTS.) I O BL02021-O04Sb 0 I BLD2021-009149 BL D2021-OOG53 REGISTERED STAMP MECHANICAL PLAN Revised Submittal WASHINGTON STATE 1 -20-22 PARKS EF SCHEDULE AND ID MFR MODEL AIRFLOW SP SONES WATTS VOLT PH PANELBOARD NAME: CABIN SITE / PANELBOARD BUS RATING: 125 A PHASES: 1 EF - 1 PANASONIC FV-05VQ5 30 CFM 0.20" < 1.0 11.5 WATTS 120 1 LOCATION: CABIN SCHEDULE VOLTAGE: 120/240V WIRES: 3 RECREATION NOTES: SHORT CKT RATING: 65 kAIC (NOTE 1) MAIN: 50A MCB FEED DIR: BOTTOM COMMISSION 1. OR EQUAL. MOUNTING: SURFACE, NEMA 3R NO. OF POLES: 12 SPACES 2. PROVIDE WITH WALL TERMINATION KIT, BACKDRAFT DAMPER AND INSECT SCREEN. CIRCUIT DESCRIPTION L(KVA) CODE CB/PH PHASE CB/PH CODE OAD LOAD CIRCUIT DESCRIPTION SCHAFER 3. UNIT SHALL OPERATE CONTINUOUSLY AT 30 CFM (MIN). 1 CABIN LIGHTING 0.90 L 15A 1P A -- -P -- -- -- 2 STATE PARK 3 CABIN CIRC. A 1.50 R 20A 1P B 20A 1P R 1.5 CABIN CIRC. B 4 5 CABIN HEATER 2.00 R 20A 1P A 15A 1P R 0.01 CABIN SMOKE DETECTOR 6 7 " 1P B 20A 1P R 0.02 VENTILATION FAN 8 9 WALKWAY LIGHT CABINS B & C ONLY 0.20 L 15A 1P A -- -P -- 0.0 -- 10 11 - 0.0 - -- -P B -- -P -- 0.0 -- 12 RELOCATE CONNECTED DEMAND AMPS PER PHASE SUPPLY VOLTAGE _120/240V CAMPGROUND LIGHTING(L) 0.9 kVA X 125% 1.1 kVA PHASE A: 24.2 CONNECTED LOAD 5.93 kVA Applicant is responsible for all compliance RECEP < 10k (R) 3.0 kVA X 100% 3.0 kVA PHASE B: 25.2 DEMAND LOAD 6.13 kVA requirements related to flood damage prevention RECEP > 10k (R,R1) o.o kVA X 100% 0.0 kVA DEMAND AMPS 42.5 A including, but not limited to proper location of LARGE MOTOR(LM) 0.0 kVA X 100% 0.0 kVA P p OTHER MOTOR(OM) .03 kVA X 100% .03 kVA Notes: CABINS structures inside or outside the mapped flood zones HEATING / A.C.(H) 2.0 kVA X 100% 2.0 kVA 1) VERIFY AVAILABLE FAULT CURRENT AT TRANSFORMER and proper elevation of all structures or use of flood VENTILATION(V) o.D kVA X 100% 0.0 kVA SECONDARY. P P NOTIFY ENGINEER IF AVAILABLE FAULT CURRENT IS LESS damage prevention methods pursuant to count DEDICATED(S) .93 kVA X 100% o.3 kVA THAN 10,000 AMPS. g P P Y DEDICATED(S-RV) 5.93 kVA X 100% 6.13 kVA 2) PANEL SHALL BE LABELED FOR SERVICE ENTRANCE USE. municipal codes and FEMA requirements of the NFIP. If discrepancies are identified during construction, the MECHANICAL applicant shall first confirm with the registered PANEL SCHEDULE VENTILATION PLAN professionals of record coordination with and approval of county flood damage prevention requirements prior SCALE 0 3 to any construction. •L•ti. FEET SHEET 26 OF 69 PARKS FILE# CAD NO.A###YEAR-1\FILE.DWG 8" HAND PEELED LOG A plicant is responsible for all compliance POST STANDOFF BASE o SIMPSON STRONG TIE re juirements related to flood damage prevention MODEL PBV6PC.INSTALL ini luding, but not limited to proper location of PER MANUFACTURER SPECIFICATIONS c sti ictures inside or outside the mapped flood zones cL of STANDING SEAM METAL ALL-THREAD FIN.SURFACE ar J proper elevation of all structures or use of flood ROOF POSTS BASE ROD OF CONC dz nage prevention methods pursuant to county 30#ROOFING FELT 5/8"SHEATHING SIMPSON STRONG TIE m nicipal codes and FEMA requirements of the NFIP. 2"x4"TRUSS @ 24"D.C. MODEL PBV6PC 12" Z If iscrepancies are identified during construction, the a licant shall first confirm with the registered 5 0 MANUFACTURED SCISSOR TRUSSES /8"ALL-THREAD pr fessionals of record coordination with and approval EPDXIED IN PLACE Q o of county flood damage prevention requirements prior 5/8" COX ROOF DECK (BOTH PIECES) w to any construction. 12 2_p" 5)#4 REBAR EACH WAY 7 INSULATION BAFFLE B POST @ FOUN. DETAIL ' HARDIESOFFIT PANELS N.T.S. Mae-�sQnn �CoU11#y y J{ ACTION BY DATE VENTED 3 T1-11 SIDING NO Permit Daument oesIGrveD XXX 01/01/14 GROOVES. DRAWN XXX 01/01/14 12 BLOCKING ALL CONTINUOUS EDGES.CAULK CHECKED(FIELD) ALUMINUM SEAL ALL JOINTS CHECKED(HOOTS.) GUTTER 2 X 4 BLOCKING BLDM21-00950 1 X 2 HEM FIR R-38 BATT o flruy�y AAA(�� INSULATION BLD2021-00949 BL D2021-QOG53 5/4 X 8 CEDAR FASCIA BLD2021-441354 2X6@160.C. R-21 BATT 30#BUILDING WRAP INSULATION Revised SIDING NO Submittal GROOVES EXTERIOR WALL REGISTERED STAMP GROOVES }"COX PLYWOOD ^^ 1 X 2 HEM FIR 1 -20-22 WASHINGTON 1x2 BATTENS OVER BATTEN OVER ALL o HARDIEPPANEL SEAMS.CAULK INTERIOR WALL FLASHING STATE SIDING @ 12"O.C. SEAL ALL JOISTS PARKS 2}"X 8"MARENAKOS 7� TENINO SPLIT EDGE AND SILL RIVER ROCK VENEER RECREATION 2 X 6 P.T.PLATE 1/2"AB'S W/7"MIN. CONC.PORCH FLUSH WITH FINISH FLOOR. 0 COMMISSION 1 X 4 HEM/FIR BASE EMBEDMENT @ 24"O.C. SLOPE 2%AWAY FROM BUILDING N S.S.FLASHING EXTEND CONCRETE PORCH WITH#4 6"BELOW FINISHED 1/2"AB'S W/7"MIN. 4x6 PT SILL PLATE SCHAFER EMBEDMENT @ 24"O.C. (FRONT SIDE ONLY) REBAR MAT 18"O.C.BOTH WAYS STATE PARK GRADE TOP ELEV.VARIES 4"CONC.FLOOR SLAB W/ #4 REBAR MAT 18"O.C. 2%SLOPE ---- 4 d7, C �\\i\\�\\j\\ a o \j\\\\j\\/��\ 4"CONC.FLOOR SLAB W/#4 REBAR \ - \' a \/�\,\�\,\�\,\�\•\�XK�\.\�\.\� RELOCATE MAT 18"O.C. /,\/��/��/��/�� S.S.FLASHING CAMPGROUND 6 MIL VISQUEEN Z"OF CSBC d �\R 1 RIGID INSULATION CABINS R-10 RIGID 1_0„\ 2#4 STEEL REINF. j �� INSULATION FOOTING REBAR SEE ATTACHED SHEET SECTION & DETAILS WALL SECTION CABIN/PORCH- SECTION SCALE B XX NOT TO SCALE 0 1 FEET SHEET 27 OF 69 PARKS FILE# CAD NOA###YEAR-1\FILE.DWG Mason County COLUMN it Document � 2" 2" BEAM N I7 4 X 6 TYP. O O (4) 3/4"0 BOLTS CAN BE COUNTERSUNK AND STANDING SEAM METAL ROOF cn CAPPED 2"x6" T&G DECKING N OIO � TIMBER COLUMN Revised O O BOTH SIDE Submittal ACTION BY DATE 1 -20-22 DESIGNED XXX 01 01 1 LL O O DRAWN XXX 01 01 1 CHECKED (FIELD) CHECKED (HOOTS.) 5 MASER COL UMN TO BEAN CONNECT/ON j 4 X 8 BOTTOM CHORD 0 1' 4 X 8 BEAM 8"0 HAND PEELED LOG REc4Sm?ED STAMP (TYPICAL CABIN ROOF) WASHINGTON STANDING R of A SEC T/ONATEXTER/O/R TRUSS STATE METAL(TYPICAL FOR CABIN 2' PARKS AND PORCH ROOFS) -------------------:_--_- - - 0 4' AND --------------------{ }----- #2 DF 4" X 6" RAFTER -------------------� I----- 2 X 6 T&G DOUG. FIR DECKING RECREATION _ (TYPICAL FOR PORCH ROOF) COMMISSION ------------------- ----- 2" X 6" CROSS-TIES ------------------- ---- (2) ROWS SCRAPER ---------------- 6d�s AT 1 STATE PARK --- 5/4" X 8" CEDAR FASCIA 5 8" CDX III ROOF DECK 4 0 C 2x6 DECKING CABIN / PORCH DECK lii CONNECTION DETAIL. SEE DTAIL� 8••0 HAND PEELED LOG 2 X 4 RIP PLY ROOF RELOCATE CAMPGROUND 2 X 6 DECK SPACER CABINS STUD WALL WALL SHEATH PORCH ROOF DETAILS SCALE PORCHROOFSECT/ON CAB/N/PORCHDECK CONNECT/ONDETA/L AS SHOWN 0 2 4 - - NOT TO SCALE SHEET 28 OF 69 PARKS FlLE#