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HomeMy WebLinkAboutCOM2019-00134 Final Portable Classroom - COM Permit / Conditions - 4/7/2020 615 W.Alder St.Bldg 8,SHELTON,WA 98584 gyp., MASON COUNTY ps COMMUNITY SERVICES SHELTON:3B0-427-9670,EXT352 BELFAIR:360-275-4467,EXT 352 Builliny,Planning.Environmental Healt€t,Cnnmrunity He Idi ELMA:360-482-6269,EXT 352 www.00.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http://www.co.mason.wa.us/community-servicestbid-inspection.php Permit Number COM2019-00134 Date Issued 04/07/2020 Issued By Project INSTALLATION OF A PORTABLE CLASSROOM(1)EDUCATIONAL CLASSROOM WITH 2 BATHROOMS AND CLASSROOMS,2ND MOBILE ON SITE WILL BE PERMITTED LATER Site Address 22871 NE State Route 3 Applicant NORTH MASON SCHOOL DISTRICT#403 Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type MANUFACTURED MODULAR Occupancy STRUCTURE COMMERCIAL -APPROVED FLANS 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 Building Official: Community Services Designee Department Concrate Setbacks Slab Footing Perimeter Point load Footing "z4-Lo2v J7? Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing e(-Z,i-z rn,) j7Z, Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor %_ I+ Goi►Mac. t��l Q.l,V Other Insulation CL— Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building (Z. (L(-Z,pyp Manufactured Setbacks Setup p �-ui-LUzv J7L Concrete Foot/Runners Final Other MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 Igo COMMUNITY SERVICES 360-482-5269 Elma ext. 352 Building,Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: COW7.01-T - p0 t 34 ADDRESS/LOCATION: zZ$Z 1 NE 5-1,�e 4.4e_ 3 i3G �FIINDINGS Q 4 4 ck,140✓r C C}OZ f t a u Lt' C 110Z.S— 1.Z ✓re t✓�� lk -cf-1a2� f Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to Date: Please contact our office regarding possible Department: structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 f 1 Mason County Community Services Building Division SPECIAL INSPECTION & 615 WAiderstreet Shelton, WA 98584 TESTING AGREEMENT 360.427.9670 ext.352 www.co.mason.wo.us (All references are per the 2015 International Building Code) Project Name °r#1.` MAy001 5(�601 ,5}rto qry ( X 6 J,;it,5root+►ri Project Address: `� ' �y 1..__.��( o:°'" A Building Permit Number: ,.0 Q go I Sq Date issued: BEFORE A PERMIT CAN BE ISSUED: The registered design professional in responsible charge shall fill out the Agreement and include the name of each inspector as well as their appropriate license/certification number. Two(2)copies of this form are to be submitted to the County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new form shall be submitted and turned into the Building Permits & inspections Division for approval. STATEMENT Of SPECIAL INSPECTIONS: in addition to this Agreement, a "Statement of Special Inspections" shall be provided per IBC 1704.3, This Statement shall be made as part of the approved plans, and be placed in a conspicuous location,such as the first page of the construction plans or the first page of the structural sheets. SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties. The special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the State of Washington. SPECIAL INPPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report shall be submitted stating that all special inspection and structural testing items were completed and are in conformance with the approved design drawings and specifications. Items not in conformance,unresolved items,or any discrepancies in inspection coverage(i.e,missing inspections, periodic inspections when continuous was required,etc.)shall be specifically iternixed in the final report. GENERAL SPECIAL INSPECTION ITEMS(per iBC Chapter 17) it7nly checked items are required] Art s i ecaaidng gw.(Yal inspection: Name of Agency: Name of Inspector: License/Cert,No. F) Unapproved fabricators(113C 1704.2.5) Other than Structural Steel(IBC..Table 1705.2.2) Steel floor&roof decks 0 Welding of reinforcement 0 Cold-formed steel Structural Steel E,) Welding(Per N5A of AISC 360-10) CJ Details(Per N5.7 of AISC 360-10) 0 High-strength bolts(Per N5.6 of AISC 360-10) ..._..._. _ _.. Concrete Construction(per IBC Table 1705.3) El Reinforcement,embeds,anchors E I formwork 0 Materials 1.1 Shotcrete E] Post-tensioned/Pre-stressed Concrete (71 Erection of precast concrete Page I of 3 Mason County Community Services Building Division SPECIAL INSPECTION & 61S WAlderStreet Shelton, WA 98584 TESTING AGREEMENT 360.427.9670 ext.352 www.Co.mason.wa.us GENERAL SPECIAL INSPECTION ITEMS(per IBC Chapter 17)-continued [Only checked Items ore required] Areas requiring special inspection: Name of Agency: Name of Inspector: license/Cert.No. Masonry Construction(IBC 1705.4) .l Prior to Construction(Article 1.15,TMS-602) U As Construction Begins(Article 1.19.2,TMS-402) U Prior to Grouting(Table 1.19.2,TMS-402) I During Construction(Per IMS-402&TMS-602) Wood Construction C.l High-Load Diaphragms(IBC 1705.5.1) L:,' Wood Trusses>60fft(IBC 1705.5.2) n Soils(IBC Table 1705.6) U Driven Deep foundations(IBC Table 1705.7) C+ Cast in place Oeep Foundations(IBC Table 1705.8) L,..) iielical Pile.foundations(16C V05.9) L Sprayed firs Resistant Materials(IBC 1705,13) LJ Mastic&Intumescent Coatings(IFIC 1705.14) 1.1 FIFS(IBC 1705 1S) 4 U fire-Resistant Penetrations(18C 1705.16) LJ Smoke Control 08C 1705,17) 3 Other ..__ ._ (IBC 1705.1.1) Blazer Industries,Inc Rock M.Shetler,PE WA PE 35006 U C)ther._.._...._� {IBC 1705.1.1) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE(IBC Section 1705.11) jonly checked items are required) Areas requiring special inspection: Name of Agency: Name of Inspector: License/Cert.No. 0 Structural Steel(IBC 1705AIA&AISC 341-10) U Structural Wood(IBC 1705.11.2) Ej Coid-formed Steel(IBC 1705.11.3) [I Mechanical&Electrical Components(1705.11.4) C_1 Architectural Components(IBC 1705.11.5) { I Storage Racks(iBC 1.705.31.7) page 2 of 3 G` Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street Shelton, WA 98584 TESTING AGREEMENT 360,427.9670 ext.352 www.co.mason.wa.us Declaration by Architect/Engineer 1, the design professional in responsible charge for this project, declare that the G`�' was fit Tl above listed special inspection and structural testing items are required for this F,4o4 brc project in accordance with IBC Chapter 17, _ x 04/07/2020 Cn Sig ature Date .n p� 35006 k4 GISTS I Declaration by Owner 1, the Owner of the project, declare that the above listed firm(s) or individual(s) are hired by me to perform special inspections and structural testing for the project pursuant to IBC 17042 .............. Signature - Date f rf�� CONTRAC1"OR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the special inspector access to approved plans and contract documents at the job site, All special inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department upon request. Declaration by General Contractor I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted above. _sae _ a o Signature Date Page 3 of 3 503-749-1900 ♦Fax:503-749-3969 ♦ Instant Buildings,CCB#0050106 INDUSTRIES,INC4 000�—. Special Inspection For Blazer Job 419581 Please be advised that I performed special inspections of the building in the manufacturing plant, as detailed below. January 14, 2020 - Installation of Berc2 clips and seismic clips in suspended ceiling—OK. No deficiencies noted. Rock M. Shetler,PE 01/14/2020 M S IMF 0 0� wAs�J�l� 'Q;- CIO }ll ,p 35006 t �C1ST'0' �SSIONAL ''- 945 Olney St. ♦ P.O. Box 489 ♦ Aumsville,OR 97325-0489 Manufacturers of Relocatable and Modular Buildings y Mason County Mason County - Division of Community Development \ v 615 W.Alder St. Bldg.8 ^� Shelton,WA 98584 ---- 360-427-9670 ext 352 www.co.mason.wa.us FCLASSROOMS, 0134 MANUFACTURED MODULAR STRUCTURE COMMERCIAL CRIPTION: INSTALLATION OF A PORTABLE ISSUED: 04/07/2020 )EDUCATIONAL CLASSROOM WITH 2 BATHROOMS 2ND MOBILE ON SITE WILL BE PERMITTED EXPIRES: 10/04/2020 : 22871 NE STATE ROUTE 3 BELFAIR PARCEL: 123325000055 APPLICANT: NORTH MASON SCHOOL DISTRICT#403 OWNER: NORTH MASON SCHOOL DISTRICT#403 71 E CAMPUS DRIVE 71 E CAMPUS DRIVE BELFAIR,WA98528 BELFAIR,WA98528 360.487.9973 FEES: Paid Due Building Plan Review/Change of $110.00 Use-Onsite Sewage Modular/Manufactured Home $275.00 Fee-2nd half collected at ready to issue Modular/Manufactured Home $275.00 Fee- 1 st half collected at submittal Technology Surcharge $11.00 State Fee-Commercial $25.00 Planning Review Fee $380.00 IFC Plan Check Fee $80.00 Totals : $1,156.00 REQUIRED INSPECTIONS Setback Inspection Mechanical Inspection Footing Inspection Plumbing Inspection Set-Up Inspection BLD-Final Inspection Printed by:Genie Mcfarland on:04/07/2020 12:55 PM Page 1 of 5 ' /e�a1"nG,rLli lid Mason County Mason County - Division of Community Development A i 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2019-00134 CONDITIONS * 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * 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. * The foundation/footing must be placed on undisturbed,firm-native soil. Bottom of footing/Pads must be a min. of 12"below grade. * 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. * 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. * 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). * 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. * 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. * 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. * 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. Printed by:Genie Mcfarland on:04/07/2020 12:55 PM Page 2 of 5 - TAG Mason County /cam e g< 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 MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2019-00134 * 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. * 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. * From Michele Morris at Utilities"CFC due$11,300 before permit can be issued" * FIRE: A fire alarm and fire sprinkler system are required. Add fire extinguishers to each side of the portable A deferred permit for each fire alarm and fire sprinkler system required. * 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. * All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, 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. * 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. * In accordance with the Standards for Apparatus Access Standards, Mason County Code, Chapter 14.17 Section 110, an automatic fire sprinkler system shall be required and installed in this structure. A separate fire protection permit for the fire suppression system shall be required and submitted for review and approval prior to installation of the required system. Inspection of the installed fire suppression system shall be performed and approved by the Mason County building department/fire marshal office prior to the framing inspection of this structure. * Lever hardware is required at doors. The unlatching of any door shall not require more than ONE operation. Hardware with locks must open with a single action from the egress side of the door. Door hardware shall allow egress doors to be readily open able from the egress side without the use of a key or special knowledge or effort. Handles, pulls, latches, locks and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight- grasping, pinching, or twisting of the wrist to operate. X %—� Printed by Genie Mcfarland on:04/07/2020 12:55 PM Page 3 of 5 i+0%Mc'PLAA,1 e y 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 MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2019-00134 * This project is approved, subject to the NLEA report prepared by Labor& Industries. The NLEA report shall be available to the Mason County Building Inspector during inspections. * Parking shall be sufficient for standard parking stalls (9 feet by 20 feet)and handicap parking stalls (12.5 feet by 20 feet) with sufficient maneuvering aisles. Handicap stalls shall be of a smooth surface at level or ramped to entry, located closest to the building entry, and shall be signed with the International Symbol of Access. Screening from adjacent residential properties is required. * In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties& responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. * Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer of record or an authorized representative. Said inspection(s)shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports and as-built drawings shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final permit approval. Copies of all special inspection reports shall be made available at time of inspection. * Air barriers. n continuous air barrier shall be provided throughout the building thermal envelope. The air barriers shall be permitted to be located on the inside or outside of the building envelope, located within the assemblies composing the envelope,or any combination thereof. The air barrier shall comply with Sections C402.5.1.1 and C402.5.1.2. C402.5.1.1 Air barrier construction.The continuous air barrier shall be constructed to comply with the following: 1. The air barrier shall be continuous for all assemblies that are the thermal envelope of the building and across the joints and assemblies. 2.Air barrier joints and seams shall be sealed, including sealing transitions in places and changes in materials.The joints and seals shall be securely installed in or on the joint for its entire length so as not to dislodge, loosen or otherwise impair its ability to resist positive and negative pressure from wind, stack effect and mechanical ventilation. 3. Penetrations of the air barrier shall be caulked, gasketed or otherwise sealed in a manner compatible with the construction materials and location. Joints and seals associated with penetrations shall be sealed in the same manner or taped or covered with moisture vapor-permeable wrapping material. Sealing materials shall be appropriate to the construction materials being sealed and shall be securely installed around the penetrations so as not to dislodge, loosen or otherwise impair the penetrations'ability to resist positive and negative pressure from wind, stack effect, and mechanical ventilation. Sealing of concealed fire sprinklers, where required, shall be in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. 4. Recessed lighting fixtures shall comply with Section C402.5.8.Where similar objects are installed which penetrate the air barrier, provisions shall be made to maintain the integrity of the air barrier. Printed by:Genie Mcfarland on:04/07/2020 12:55 PM Page 4 of 5 Mason County Mason County -Division of Community Development rf_ 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2019-00134 5. Construction docurnents shall contain a diagram showing the building's pressure boundary in plan(s)and section(s)and a calculation of the area of the pressure boundary to be considered in the test. C402.5.1.2 Building test. The completed building shall be tested, and the air leakage rate of the building envelope shall not exceed 0.40 cfm/ft2 at a pressure differential of 0.3 inches water gauge (2.0 Us x m2 at 75 Pa)at the upper 95 percent confidence interval in accordance with ASTM E 779 or an equivalent method approved by the code official.A report that includes the tested surface area, floor area, air by volume, stories above grade, and leakage rates shall be submitted to the building owner and the Code Official. If the tested rate exceeds that defined here, a visual inspection of the air barrier shall be conducted, and any leaks noted shall be sealed to the extent practicable.An additional report identifying the corrective actions taken to seal air leaks shall be submitted to the building owner and the Code Official and any further requirement to meet the leakage air rate will be waived. 1. Test shall be accomplished using either(1)both pressurization and depressurization or(2)pressurization alone, but not depressurization alone. The test results shall be plotted against the correct P for pressurization in accordance with Section 9.4 of ASTM E779. 2.The test pressure range shall be from 25 Pa to 80 Pa per Section 8,10 of ASTM E779, but the upper limit shall not be less than 50 Pa, and the difference between the upper and lower limit shall not be less than 25 Pa. 3. If the pressure exponent n is less than 0.45 or greater than 0.85 per Section 9.6.4 of ASTM E779, the test shall be rerun with additional readings over a longer time interval Feby certify that I have read and examined this application and know the same to be true and correct. rovisions of laws and Ordinances governing this type of work will be complied with whether cified herein or not.The granting of a permit does not presume to give authority to violate or cancel provisions of any other state/local law regulating construction or the performance of construction. Issued By: _� , Contractor or Authorized Ag nt: ;i Date: L Printed by:Genie Mcfarland on 04/07/2020 12:55 PM Page 5 or 5 MASON COUNTY COMMUNITY SERVICES Permit No: 6j% 7b ig-r&0l 4 PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL RECEIVED 616 W.Alder Street,Shelton,WA 98684 Phone Shelton:(360)427--9670 ext 352•Fax:(360)427--7798 Phone Belfa!_r IV75-4467•Phone Eima:(360)482-5269 -'`J DEC 3 0 2019 \11R0N BUILDING PERMIT APPLICATION15 W. Alder Street PROPERTY O FORMATION: CONTRACTOR INFORMATION: NAME: 1&/1.` M r}So eJ Se 2tt&L `O)b`TAI C-M NAME: MAILING ADDRESS: 25 pt MAILING ADDRESS: CITY: U-(-A�STATE: WA ZIP: CIT Y: STATE: ZIP: PHONE#1: G'-oZ —a tC PHONE: CELL: PHONE#2• EMAIL: EMAIL: L&I REG# EXP. / l PRIMARY C NTACT: OWNER❑ CONTRACTOR❑ OTHERZ NAME EMAIL MAILING DDRESS��G��1'� I CITY STATE ZIP PHONE �3�(�"�-7��. -o�•oL CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 1?.�37_S dr7�iG�� ZONING LEGAL DESCRIPTION(Abbreviated)T&A.,-� Z4 oil� b ,��,ZS min - FIRE DISTRICT S- SITE ADDRESS Z 7 es A - (L I WA q24 4 2 CITY b U-14-1 6_._ DIRECTIONS TO SITE ADDRESS apKD I}U,Ynj 1,<*L Z, 5-M.Y Qnf i-1-PJY 3 AA,,o S) is 00 Yot 1L 1 '� Ac/ ,C(' gaoAi 6 LEA-►/L `G MGAM-44'' b je in) f�a6f1/( IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO 0 IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkau that apply): i SALTWATER❑ LANCE❑ RIVER/CREEK❑ POND❑ WETLAND[] SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW g ADDITION❑ Al'r'Fp A-ION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Gardge,Commercial Bldg Era) F t 1 C.I�tSS� ?M S U h LT" IS USE: ,,;PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[,]of Bldg) ❑ NO ❑ DESCRIBE WORK SQUARE FOOTAGE: (proposed 1ST FLOOR _L3�Z sq.ft. 2ND FLOOR sq.ft.' 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF TIRE FLOOR PLAN REQUIRED* MAKE �iaC\ r L MODEL YEAR__I_ LENG'TH � WIDTH ZT BEDROOMS BATHS Z SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC❑ SEWER / NEW❑ EXISTING PLUMBING IN STRUCTURE? `YES NO❑ Ifyes, attach completed Water Adequacy Form PERRAETER/FOUNDATION D S PROPOSED? YES ❑ NO� EXISTING SQ.FT. EXISTING BEDROOMS--��t'P PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate Information may result in a stop work order or pemtft revocation.Acknowledgement of such Is by signature below.I declare that I am the owner and I further declare that 1 am,andtled to receive this permit and to do the work as proposed.I have obtained permission from all the necesspry parties,Including any easement holder or parft of interest-regarding this,project The owner or legal representative,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 inspectiorl. This permittapplication becomes null&void if work or authorized construction is not commenced withln 180 days or if construction work Is suspended for a period of 180 days - PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY,MEANS OF INSPECTION. INACTIVITY OF THIS P RMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON ( COUNTY CODE 14.08.42) �,� /3a1 4�16( X 7 Signature of OWNER be O ate DEPARTMENTAL RE APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMEN PLANNING DEPARTMENT FIRE MARSHAL ' PUBLIC HEALTH %0 20 i. cc lap kCD cc • y • cu cc • • cu CTA CD � o • 0 r v 82 R e: SSFM ~� I I W W W W�T W SWN 4-�_W— a W W W e: W 9 Iu i Ai SN a.m 414 I .o Q ' 404, c°GAL �'r ®� allhip I ��y 1 I S - "S OOG 9 9 pillo ' m Rig _> Z D n x 7 � —� Q o m o; z m .. Z toall o m go CD r € � >v '" ' � 00 � PR"CT PRWAREO FOR PREPARED!Y —1101 SEAL APPNOVALS REN9aN5 F.76 —7EARLY LEARNgVC1`CENTER NORTH MASON $I1 1 S + ;I" ILL yA HA "�"D AS DOUBLE WET PORTABLES SCHOOL DISTRICT ��' 00 BELFAIR, WASHINGT(N ENGINEERS, INC. ~ � oaA»� As SHEET TIRE 71 EAST CAMPUS DRIVE C CHECKED SNA O0 OCIVIL8TRUCTURAL • SURVEYING $ 1f UUM PLAN BELFAIR, WA 98528 GATE tl/ts/sots (� ' I IR1e CENTER RTREET I 7ACOMA,WA.SRAM hy 1 gYts •'� PHONE:(293)47441449 1. FAR:(353)4744193 /�NAI.`G�? SCALE AS NOTED hNp:1hvwwaM311mAWW /19 BTATF 0 O 0 a�1889 STATE OF WASHINGTON-Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430,Olympia,Washington 98504-4430 Web Site www.ini.wa.gov/tradeslicensing/factory assembled structures/ 11-Dec-19 To- Mason County d 5 W Alder St Shelton, WA 98584 RECEIVED Kristopher Nelson DEC 16 2019 Re: Modular Building 615 W. Alder Street Site location: 22871 HWY 3 Shelton, WA 98584 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by Mason bounty. Blazer Industries is the manufacturer, they may be contacted at 503-749-1900. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits,review and inspection of on site construction, conditions and completion of the building will be required by the Mason County. If you have any questions or concerns please fe�elnfr^ee to contact me. Krv` Kelly Mayo Plans Examin WA State Dept of Labor& Industries (360)902-6096 mayx235@lni.wa.gov Gfi�n 1�E� �,��0 DO1:31 MASON COUNTY COMMUNITY SERVICES Permit No:(it)jM A6,6oi 4 PERMIT ASSISTANCE CENTER: " •BUILDING •PLANNING •PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 VCE&lton:(360)427-9670 ext. 352•Fax:(360)427-7798 Phone • Beltair:(360)275-4467•Phone Elma:(360)482-5269 13UILDING C 3 U 2019 BUILDING PERMIT APPLICATION PROPEFI MMVNFORMATION• CONTRACTOR INFORMATION: NAME: 1JOrQTt•1 Mt}SJ/J S(�rEt,b(_ 0)sT(jiG`[ NAME: -)%i- MAILING ADDRESS: Z5G [. CAmPti� D Av MAILING ADDRESS: CITY: i�Ll-�A STATE: WA ZIP:gq,�6 CITY: STATE: ZIP: PHONE#1: O-a --p -a PHONE: CELL: PHONE#2: EMAIL : EMAIL: L&I REG# EXP. PRIMARY CONTACT: OWNER ❑ CONTRACTOR❑ OTHERxf NAME ,;�, ". /` /it/`F EMAIL MAILING "DDRESS -7 CITY ( STATE +fir— ZIP PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 17-';37-5 CA )0 5-5 ZONING LEGAL DESCRIPTION(Abbreviated)"::: Z4 0i�' Sj" 6 ­T�- s 4w - FIRE DISTRICT SITE ADDRESS-7 7 � --7 �JA - t(� ViA CITY 6Et FA-"I I� DIRECTIONS TO SITE ADDRESS FQ�M I}LL't1J 1 Srh=� 5T4 Y rJ ttO'( S AAV St 7 IS 0,3 ' Le A((a )cf 42-041 6E1,14A-f 2 u l MCA A 2`i 5U400L i J (�6-6f1d IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): } C SALTWATER❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ TYPE OF WORK: NEW& ADDITION ❑ AI TRIP A-ION ❑ REPAIR❑ OTHER ❑ q 1 USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) Ems,.,.;` F}► UAIrS twIM S �vi• Q.A , IS USE: .PRIMARY ❑ SEASONAL ❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[.]of Bldg) ❑ NO ❑ DESCRIBE WORK{ ,��r t t,eq-i-1,a v ,�F A A �. &L t - ,«,t"SS,2,- SQUARE FOOTAGE: (proposed) 1 ST FLOOR ;- ` sq. ft. 2ND FLOOR sq. ft. ' 3RD FLOOR sq.ft. BASEMENT sq. ft. DECK sq. ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq. ft. Attached❑ Detached❑ CARPORT sq. ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUHtED* MAI{E ; I�Ct l L tv1 p�) _MODEL �I,1�SS l 01 1}�Gili2 YEAR j-A-`,9 LENGTH WIDTH 7 BEDROOMS BATHS 7 SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC ❑ SEWER'T_ / NEW ❑ EXISTING, PLUMBING IN STRUCTURE? YES'2_ NO ❑ Ifyes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NO�f EXISTING SQ.FT. EXISTING BEDROOMS _ PROPOSED BEDROOMS L-� TOTAL BEDROOMS OWNER acknowledges that 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 and 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 legal representative, 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) X Signature of OWNER(Must be si ned by the OWNER) Date DEPARTMENTAL REVIEW -'APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH LEGEND FED FEAR,FES- — — - - _ SS SANITARY SEWER PIPE CJ.t 361E 8'f PVC SOR-35 Ry=4 SCO#022 531E B�f PVC SDR-35 SSC0#03 — _ — — — — — _ _ 5S SANITARY SEWER FORCE MAIN Olt RIM=47.903ME 0 5=0.01FT/FT IE=44.34 0 S=O.OtFT/FT i4LF 8'o PVC - - - - - � .. - � —— ——-- — � 62 IE=43.81 . SSCOi01(2 FROM _ �-�0 -_ _ - -_ W DOMESTIC WATER SFRMCE �t EDGE OF BUILDING) S•O.OtFT/FT -- - �t! - _ - - - SANITARY SEVER CLEANOUT GTH ItIM=47.37 - - - - 06a] 2-0I -d013d . IE=44.70 __ 90'TEE AND THRUST BLOCK E=43.67 T - / SS SSFwRECEIVED i: O N:n6a2o.B2 j; ssco#04 j E 1062288.40 RIM=47.88 E 4'x6"AND 6*x8' � I �� PROPOSED OWBLE REDUCERS TO ! ! +� y ^ PORTABLE i 4%6'AND VxB' .- D E C 3 tl 2019 UPSIZE DOTING REDIRECT FORCE 0. �•. �,y FG=407.89 EWER REDUCERS TO EXISTING FIRE HYDRANT / q o W -- S (UP TO 8"f) MAIN AROUND /'V ! UPSIZE:XIRNC w/ o BUILDING PAD SEWER(UP TO 8'f) 13U 6•0 PVC - /.SOR-35 615 W. Alder Street 'I PROPOSED DOUBLE GENERAL NOTES - N PO FF=49.97 RTABI ' N FG=47.47 j l J / t� 3 _ / 1. THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN THEIR APPROXIMATE LOCATION WHERE KNOWN.OTHER Q 35J 3 P EXISTING BURIED UTIUTIES MAY NOT BE SHOWN ON THESE PLANS.THE CONTRACTOR SHALL CONTACT ALL UTILITY -+ • '_C i COMPANIES AND HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO CONSTRUCTION.THE CONTRACTOR d o ��/ \' SHALL PROTECT OR IMMEDIATELY REPAIR,ANY DAMAGED UTILITY'DISCOVERED"ON THIS PROJECT WITHOUT C 9 1 j 1 = I( s ' W � ADDITIONAL COST TO THE OWNER. 6, �o h „ 2. TRENCHING FOR SEWER PIPE SHALL BE IN ACCORDANCE WITH DETAILS A2 AND A3/C3.1 AND NOTES ON C3.1. =6 10'MIN. , -- f 3. DIMENSIONS NOTED ON THE PLANS ARE TO THE CENTERLINE OF PIPE OR STRUCTURE,OR EDGE OF BUILDING, CROSSING ® G�. WATEP.IE-43. t j UNLESS OTHERWISE INDICATED. VVV SSFN CROWN=10.72.72 4. FIRE AND DOMESTIC SERVICES MUST BE KEPT OPERATIONAL AT ALL TIMES OTHER THAN FINAL CONNECTIONS. MIN.SEPERATION=3' .. TIME SHALL N OWNER THAN 12 HOURS AT A TIME.THE CONTRACTOR SHALL PROVIDE 72 U Y - j MAXIMUM SHUTDOWN E Ll 8E 0 L d ti 1 N:776344.45 I -- - s HOURS NOTICE TO OWNER,ENGINEER,AND WATER PURVEYOR PRIOR TO ANY SHUTDOWNS AND RECEIVE WRITTEN J Z LU LU 3 e O E:1062234.43 - J APPROVAL FROM THE OWNER. _ N O o I 5. IN ALL DISINFECTION PROCESSES.THE CONTRACTOR SHALL TAKE PARTICULAR CARE TO ENSURE THAT CHLORINATED C'^ / WATER DOES NO PHYSICAL OR ENVIRONMENTAL DAMAGE TO PROPERTY,STREAMS,57ORM SEWER OR ANY = V/ _ A66[[[ WATERWAYS.THE CONTRACTOR SHALL CHEMICALLY OR OTHERWISE TREAT THE CHLORINATED WATER TO PREVENT y I DAMAGE TO THE ENVIRONMENT,PARTICULARLY THAT OF RECEIVING STREAMS,PONDS,OR WETLAND AREAS.DISPOSAL / OF CHLORINATED OR DE-CHLORINATED WATER SHALL BE THE CONTRACTOR'S RESPONSIBILITY.METHODS AND w W 3 , MATERIALS SHALL CONFORM TO ANY SPECIAL REQUIREMENTS AND PERMITS MANDATED BY MASON COUNTY PUBLIC W r } J WORKS AND/OR THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY L z ' 1° m rLL K ¢ '� 6. SEE SHEET C2.0 FOR GRADING. I APPROVED �. / / UTIL[TY KEY NOTES � Z J t- W ° C�Dt1NTY DCD pLANNINC _ 0 CONTRACTOR TO PO7HOLE TO LOCATE SAMTARY SEVER FORCE MAIN. } SITE PLAN REQUIRED TO BEON SITE O CONTRACTOR TO LOCATE WATER METER AND POTHOLE TO 11E INTO EXISTING WATER UNE. VAL 1 I CH GES SUBJET TO APPRO Zd / / O CONTRACTOR TO INSTALL WATER LINE PER DETAIL 82/C3.1 F- - z U go _ PLANNING Ens on 00 a_3 � o1 J CIE a / F=- O " I a L I�� � II�� : 1 Z ° 03 W W ALL SETBACKS ARE MEASURED J FROM THE FURTHEST PROJECTION OF 1 1 = BUILDING / HJ / zm w Pa— s m OOz EXISTING FIRE HYDRANT z 0 JW3 J NORTH J m a F HORIZONTAL SCALE: 1"=20' 20 O 20 40 a Q 0 UflLfiY PLAN w o DO SCALE.I'•=20• . SHEET�. • Cali 8jdays C3.0 i• two business PROJECT NO. before you di 18583 0 0 1 64'-0" � c 17'-10" 23'-9" 31'-9" 40-3" 46-2" ! ^ PL WAINSCOT A j[,�• -TO-4'-0" AFF WASTE/ G /� WATER STUB - -- --------- ----- -- - ---........................... - ------------- ---------- -- -O--------------- -- ------------------ 5 HCRR !1O HCRR l2 ® 2b 3' 2a i �� 3 i� , B 1 3.1 WHITE BOARD i 8' x 4'WHITE BOARD A-3.1 �TII i m I �. w/MARKER TRAY DO MARKER AR E R TRAY(DO NOT 1 i 1 NOT GLUE) / xWw =�w . __ e171 Lf _ _ _ ----- r -------CLASSROOM ------_---_---_ ----- _ _-_-- CLASSROOM --_- A� ,—Rll UNFACED FIBERGLASS BATT INS 6 INSULATION AT CROSSWALL 8' x 4'WHITE BOARD � i 8' x 4'WHITE BOARD AND RESTROOM WALLS w/MARKER TRAY(DO w/MARKER TRAY(DO TO BOTTOM OF RAFTERS NOT GLUE) j NOT GLUE) I i 5 � � e e e 3• 3, 3. i I i PANEL 12" 2 A-� PATCH��l PANEL i I O 0 ______________________________ ______________________ A 12" OVER 12'-0' 20'-6" 27'-0" 32'-0" 37'-0" 43'-6" 52'-0" FLOOR PLAN SCALE:114"=V-T