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Home My WebLink AboutCOM2020-00107 Storage, Occupancy Cert - COM Inspections - 12/10/2024 CERTIFICATE OF OCCUPANCY Mason County, WA OWNERS NAME: THE BRIGHT FAMILY L.L.C. OWNER'S ADDRESS: 3807 OLYMPUS DR NE BREMERTON WA, 98310 SITE ADDRESS: 4920 E GRAPEVIEW LOOP ROAD ALLYN WA, 98524 BUILDING PERMIT NUMBER: COM2020-00107 DESCRIPTION: SELF-STORAGE FACILITY(HEATED-STEEL STRUCTURE) BUILDING OFFICIAL: JOSHUA LUCK TELEPHONE NUMBER: (360) 427-9670 ext. 352 CODE/EDITTION: 20181BC USE OF STRUCTURE: SELF-STORAGE OCCUPANCY: s-1 OCCUPANT LOAD: N/A TYPE OF CONSTRUCTION: IlB 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: ALL STORMWA TER REQUIREMENTS AND PERMIT CONDITIONS MUST BE MET AND MAINTAINED AT ALL TIMES. 615 W.Alder St. Bldg 8, SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 ry COMMUNITY SERVICES BELFAIR: 360-275-4467,EXT 352 Building,Planning.Environmental lktilth.Community Health 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 COM2020-00107 Date Issued 03/09/2021 Issued Project CONDITIONED STEEL STRUCTURE PAP Site Address 4920 E Grapeview Loop Rd Applicant THE BRIGHT FAMILY L.L.C. Contractor UBIQ LLC Contractor Phone 360.340.0962 Primary Code UPC IBC, IRC,IFC,IEC,IMC, & Type Permit Type NEW COMMERCIAL PERMIT 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 SetbacksI L Slab E Footing Peririffeter Point load Footing S 2c JZ Footing Interior Footing Decks/Porches Foundation Stem Walls L•ZS--Z,( J'TZ Other Rough-In Groundwork Plumbing Framing ---� Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping ex rcvv 1^I S-tI JTL Shear Wall Nailing Underfloor Osor.'t +( T-(D-7 ! J7i- Other Insulation Slab Ceiling —Z( / Floor Vaulted Ceiling Walls -14-Z 7L Vapor Barrier Other udronic -in a-24-21 CLah Wallboard Nailing Interior Wall Brace Panels Fire Walls Other Final Building -'I Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other � 3 L-a Tr•oA�' �� t�) E tags m� �t—�b -a rCG� � �-3-•z l �w�.-+ti,►�.. ,�,�-r tzc�..( �� l( ✓-rsG�.vl��c. �7L \ oe � V.7m.� 2C� )2�b1 -11 s�►f�� 7'S°y � m �r � s.►r�Sti/''1 � '�� ''may -jo } r- lzt#aza I3aie aY Vaed aL- arcs DEL- B {]at_ BY -� 9Y [t+�lf�.Ji noN r`4aistt kid��tL- � :t� �y Q Bo 1 SLAS.ms pLA-1.10� BY F-csLt�r�£iarc tifaLs By PIPE DEPART ENT Dgate By Ry By DECKS PRANG ` Date Date BY e7 PROPANETANKS By PLUMB4 f G Mault i �v Dale- My Eini6`rffie�s G O1 HER Data 13Y D "ALL ((( SY =:P RYW Int Frrar-e Wall Dam By m Dam D By �Line% Fire B:pe Sion FINAL IN C t1 ON mb By s Pass or Request. � 1rmpq&La't[CD ke tre - o ✓x ... �+ff17, ° I .►� task<� 47 L.�-.t m � •vc wad l -� Lit 4 w c I D (.rG2 Li q (00°X c, e, a 3 - - oL. � I • Cit lL STRUCTURAL G PINING kkok nEnigmeen ConSUItants May 17, 2021 Rich Prior Ubiq, LLC P.O. Box 4367 Bremerton, Wa. 98312 Fair Harbor Storage B 4920 Grapeview Loop Road Allyn , WA. 98524 To lohorn it may corder The fill for the concrete slab If some differential settlement can be accepted by the Owner the structural f"Ai for the slab does not need to be certified,. The reirtforcirrg tie from the con Crete slats to the refaWmg wa8 may 8e 36 inches on center, Very truly yours -CowmAYAng Eaqkweirs Denois 4W.llc&ftnamin, P. E. • a J 2592A Jr 77 WXaZan&Associates, PROPRIETARY ANCHOR Inc. & BOLTING INSPECTION Geotechnical Engineering.Environmental Engineering REPORT NO.: 10621102HSB110321-AC Construction Testing and Inspection DATE: 11/3/2021 CONTRACTOR: Ubiq LLC PROJECT#: 10621102 PERMIT#: COM2020-00107 PROJECT: Ubiq LLC INSPECTOR: Aaron Clyde LOCATION: Grapeview JURISDICTION: Mason Co KA P.M.: WM WEATHER: Overcas TEMP: 45° F HIGH STRENGTH BOLTS M A325 A490 A Skidmore test was not performed. ✓ High strength bolt inspection was performed on the 3/4" -inch 0 bolts at the following •9 9 P P g locations: Truss to Columns at A-C/1-5 0 The bolts meet the required: Kips ANCHORS IZI NOTES DISCREPANCIES % COMPLETE As requested by Richard a representative of Ubiq, LLC, I am onsite at the Ubiq,LLC project located at 4920 E Grapeview loop in Grapeview WA. I met with Richard to discuss the scope of work for this visit and reviewed to the onsite plans and details. The scope of work as discussed is to perform special inspection on the bolted connections identified above. I accessed the bolted connections by man lift and noted the faying surfaces are in firm contact, and the bolt assemblies where matched marked and turned two thirds(2 Flats). I verified the bolt assemblies are unable to turn without the use of a wrench. No ftirther observations I informed Richard with Ubiq, LLC of the result from the observations made during this visit. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: David _ Aaron Clyde Wright X Offices Serving the Western United States Lynnwood(425)485-5519• Poulsbo(360) 598-2126 • Tacoma(253)939-2500 Bolting Inspection Report Effoctive 05/08/2019 This repot nary na be reproduced a airy f t enthmt the wrine"pertnicsim of the dims W A-K—&A The i.f tim provided onin.report u prepved[the a clucive u.e of be clime Tie,report L.&—mr i eaas nrp ob—i-eed toting«cults bued m cite con&tims" cmtrsao.ai Wes.This inf—.a s ebj-to review prior m foal r.bnuiw.By cipoieg this repot,ao uuPcc ar dea ea aooep respeambility f validity of read¢The-ne Infametien hoc been prwided by othoa m site.The test rewlte 1 app Y mIY to the speeigc lannms,and items iecpeaed or leafed •��1 PROPRIETARY ANCHOR &Associates, Inc. & BOLTING INSPECTION Geotechnical Engineering•Environmental Engineering REPORT NO.: 10621102HSB1 10321-AC Construction Testing and Inspection DATE: 11/3/2021 CONTRACTOR: Ubiq LLC PROJECT#: 10621102 PERMIT#: COM2020-00107 PROJECT: Ubiq LLC INSPECTOR: Aaron Clyde LOCATION: Grapeview JURISDICTION: Mason Co KA P.M.: WM WEATHER: Overcast TEMP: 45° ❑✓ HIGH STRENGTH BOLTS ❑✓ A325 ❑ A490 ❑A Skidmore test was not performed. ✓ High strength bolt inspection was performed on the 3/4" -inch 0 bolts at the following locations: Truss to Columns at A-C/1-5 The bolts meet the required: Kips ❑ ANCHORS E NOTES ❑ DISCREPANCIES % COMPLETE As requested by Richard a representative of Ubiq, LLC, I am onsite at the Ubiq, LLC project located at 4920 E Grapeview loop in Grapeview WA. I met with Richard to discuss the scope of work for this visit and reviewed to the onsite plans and details. The scope of work as discussed is to perform special inspection on the bolted connections identified above. I accessed the bolted connections by man lift and noted the faying surfaces are in firm contact, and the bolt assemblies where atched marked and turned two thirds(2 Flats).I verified the bolt assemblies are unable to turn without the use of a wrench.No urther observations made. I informed Richard with Ubiq,LLC of the result from the observations made during this visit. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: David Aaron Cfyde Wright ,,,,,,,•v X Offices Serving the Western United States Lynnwood(425)485-5519 • Poulsbo(360) 598-2126 •Tacoma(253)939-2500 Bolting Inspection Repon EtTxtiw 05/08/2019 Thi,mponmynmbereproducedinerryflm twithoutthewinenpernussienofthecliemard Y,a nRAswcima.TheiM ration provided on this rcport is prcpard forthee<cluaive use dthe client.This report indicates ourimpectors observation end kating resWb bead on site wrdinons end wnr.awani.itio This inf lion issubjw to review pnm to find subrrensl.BysignirigtW,report,ourinapratordm,"uceptresp..ibilayli alidity of—Wb.Thesemeid.—b-hsabeenpmridedby athenonsim.ThetestresuldapplyoWytothespecificlacati—,andi—irupectedor tested. MASON COUNTY INSPECTION RESULTS Pagel Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Permit Assistance Center,Building,Planning (360)427-9670 ext. 352 Application# COM2020-00107 Application Type NEW COMMERCIAL PERMIT Owner THE BRIGHT FAMILY L.L.C. Parcel# 121057590140 Site Address 4920 E Grapeview Loop Rd Allyn, WA 98524 Inspector Inspection Type Date Status Comments 10-30-24 JTL Provide L&I final approval for all installed electrical Joshua Luck BLD-FINAL INSPECTION 10/30/2024 FAIL ) Seal exterior penetrations adjacent to generator. 3) Provide ADA accessible unit hardware/equipment (minimum of 1 unit). Provide ADA parking stall. Install required fire extinguishers (2 minimum) IVI 1�' 1 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 \w.Hzi, j Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us COM2020-00107 NEW COMMERCIAL PERMIT PROJECT DESCRIPTION: CONDITIONED STEEL STRUCTURE ISSUED: 03/09/2021 SITE ADDRESS: 4920 E GRAPEVIEW LOOP RD ALLYN EXPIRES: 09/05/2021 PARCEL: 121057590140 APPLICANT: THE BRIGHT FAMILY L.L.C. OWNER: THE BRIGHT FAMILY L.L.C. 3807 OLYMPUS DR NE 3807 OLYMPUS DR NE BREMERTON, WA98310 BREMERTON, WA98310 360.981.2508 CONTACT: Prior, Richard CONTRACTOR: UBIQ LLC PO Box 4367 PO BOX 4367 Bremerton, WA98312 BREMERTON, WA98312 3603400962 360.340.0962 GENERAL CONTRACTOR'S LICENSE: UBIQ LLC License: UBIQLL8821 DO PO BOX 4367 Expires: 04/06/2022 BREMERTON, WA98312 360.340.0962 VALUATIONS: FEES: Paid Due S-1 IIB Storage, moderate 3552.00 $331,117.44 Geo-Tech/ Stormwater Review $300.00 $0.00 hazard Technology Surcharge $83.03 $0.00 State Fee-Commercial $25.00 $0.00 Building Permit Fee $2,516.08 $0.00 Plan Check Fee $1,635.45 $0.00 Planning Commercial Review $380.00 $0.00 Fee Pre-application meeting - Major $220.00 $0.00 EH Plan Review IFC Plan Check Fee $48.89 $768.84 Total: $331,117.44 Totals : $5,208.45 $768.84 REQUIRED INSPECTIONS Setback Inspection Mechanical Inspection Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 1 of 8 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 COMMERCIAL PERMIT COM2020-00107 Footing Inspection FIREWALL INSPECTION Foundation Wall-Pre-Pour Inspection Insulation Inspection Framing Inspection Fire Marshal Final Rough- Plumbing Inspection BLD-Final Inspection CONDITIONS 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. 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. 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 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. * 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 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. ` 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. 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. 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. The foundation/footing must be placed on undisturbed, firm-native soil. Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 2 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 � xa1v '� Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00107 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. * 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 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. * All property lines shall be clearly identified at the time of foundation inspection. * 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. * 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * 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. * 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 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. Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 3 of 8 ' Mason County I ' Mason County - Division of Community Development 615 W. Alder St. Bldg.8 .yy�va� Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00107 * 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. * 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. * 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. * 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. * A Class "A or B" roof assembly shall be installed and verified by manufacturer specifications during the inspection of this project. X * All slabs within the heated space shall be insulated to a minimum R-10 for at least 24". Monolithic slabs shall be insulated around the perimeter from the top of the slab to the bottom of the footing. If slab is heated then entire slab and perimeter are to be insulated to an R-10. * This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. * PORTABLE FIRE EXTINGUISHERS: Install 2A10BC fire extinguishers with a maximum travel distance of 75 feet in any direction mounted no more than 60 inches above the floor to the top of the unit. Portable fire extinguishers shall be maintained and inspected annually. * A key box/Knox box is required to be installed in accordance with the 2015 International Fire Code Section 506. Please contact your locate Fire Authority for more information and to discuss inspections for installation of the lock box system. * Storage racks greater than 59" and up to 8'0" in height shall be installed in accordance to manufacturer specifications for seismic attachment. When seismic attachment is not provided by the manufacturer an engineered design and attachment details shall be required. Installation specifications or engineer's design shall be available during inspections performed by the Mason County Building Department. Storage racks greater than 8-ft in height shall require an engineer's design addressing seismic conditions and attachment. In addition, storage racks 8-ft tall or more shall require special inspection performed by the design professional or an approved representative. The special inspection report and engineered design shall be provided to the Mason County Building Department for approval prior to the final occupancy inspection. Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 4 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 r Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00107 In accordance with Washington State Energy Code Section C405.2.1 Occupancy sensor controls shall be installed to control lights in the following space types: 1. Classroom/lecture/training rooms 2. Conference/meeting/multipurpose rooms. 3. Copy/print rooms 4. Lounges 5. Employee lunch and break rooms. 6. Private offices. 7. Restrooms. 8. Storage rooms. 9. Janitorial closets 10. Locker rooms 11. Other spaces 300 square feet or less that are enclosed by floor-to-ceiling height partitions. 12. Warehouse spaces. Occupant sensor controls (WSEC Section C405.2.1.1) shall comply with the following: 1. Automatically turn off lights within 30 minutes of all occupants leaving the space. 2. Be manual on or shall be controlled to automatically turn the lighting on to not more than 50 percent power. Exception: Full automatic-on controls shall be permitted to control lighting in public corridors, stairways, restrooms, primary building entrance area and lobbies, and areas where manual-on operation would endanger the safety of security of the room or building occupants. 3. Shall incorporate a manual control to allow occupants to turn lights off. Washington State Energy Code Section C405.2.1.2 Occupant Sensor control function in warehouses. In warehouses, the lighting in aisleway and open areas shall be controlled with occupant sensors that automatically reduce lighting power by not less than 50 percent when the area are unoccupied. The occupancy sensor shall control lighting in each aisleway independently and shall not control lighting beyond the aisleway being controlled by the sensor. All Mechanical is deferred. Must be submitted and approved prior to installation/cover. Must submit WSEC documents, spec sheets, layout and Plumbing and Mechanical Application. Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 5 of 8 - /�� Mason County Mason County - Division of Community Development ✓ �1 y�f % 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00107 C103.2.1 Building thermal envelope depiction. The building's thermal envelope shall be represented on the construction documents C402.5 Air leakage—thermal envelope (Mandatory). The thermal envelope of buildings shall comply with Sections C402.5.1 through C402.5.8 C402.5.1 Air barriers. A 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. 5. Construction documents 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. Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 6 of 8 G P y Mason Count w Mason County - Division of Community Development �I �--� 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00107 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 " Accessible parking spaces shall be provided in accordance the 2015 International Building Code Section 1106 and constructed in accordance with Section 1101.2/ICC Al 17.1. Accessible parking spaces shall be provided in accordance with Table 1106.1 as follows: 1 to 25 total parking spaces requires not less than one accessible parking space 26 to 50 total parking spaces requires not less than two accessible parking spaces 51 to 75 total parking spaces requires not less than three accessible parking spaces 76 to 100 total parking spaces requires not less than four accessible parking spaces See IBC Section 1106 and table for more than 100 parking spaces. Construction and design shall be completed in accordance with ICC Al 17.1, Section 502. Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. Car parking shall be not less than 96-inches wide and access aisles not less than 60-inches wide shall be properly marked. Parking surfaces shall be firm, stable, and slip resistant material and shall not be steeper than 1:48. Accessible parking spaces shall be clearly identified by signs containing the International Symbol of Accessibility placed not less than 60-inches above ground surface, measured from the bottom of the sign. At least 5% but not less than one storage unit shall be accessible to persons with disabilities, Accessibility design shall apply to parking, signage, entrance/exit. Exit/entrances shall be provided with a landing with not more than 1/2-inch threshold height, 5-ft x 5-ft landing, and door hardware that meets or exceeds accessible requirements. 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. Ramps shall comply with ICC/ANSI 117.7, section 405 including a running slope not steeper than 1:12 and be provided with edge protection and handrails Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 7 of 8 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 COMMERCIAL PERMIT COM2020-00107 Accessible routes within the site shall be provided from public transportation stops, accessible parking, and accessible passenger loading zones and public streets or sidewalks to the accessible building entrance served. Provisions for the accessible route shall be designed in accordance to ICC A117.1. Slopes shall not exceed 1:12 and shall be continuous and unobstructed that consist of walking surfaces and marked crossings at vehicular ways. The route shall be at least 36-inches wide, except at doorways. When a route turns around an obstruction the width shall be at least 48-inches wide. A clear space of at least 60-inches by 60-inches shall be provided at intervals of 200-feet or less for passing. Curb ramps shall be at least 36-inches wide with a maximum slope of 1:12 horizontal with flared sides in accordance to ICC A117.1 * Where parking is provided the number of accessible parking spaces shall be provided in compliance with IBC Table 1106.1. Where the total parking spaces provided are 1 to 25, not less than one accessible parking space shall be provided. The accessible parking space shall be located on the shortest accessible route of travel from adjacent parking to the picnic and playground area. The accessible parking space shall be constructed in accordance with ICC/ANSI A117.1-2003, Section 502. A copy of the specifications is attached to the approved construction plans. The accessible parking space shall be marked, not less than 96-inches wide and shall extend the full length of the parking space. The accessible space shall be identified by approved signage that display the international symbol of accessibility not less than 60-inches above the floor of the parking space, measured from the bottom of the sign. Combustible waste material creating a fire hazard shall not be allowed to accumulate in buildings or structures or upon premises (IFC 304.1). A maintenance plan shall be available for during the final occupancy inspection performed by the Mason County Fire Marshal • Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. • Parking must be clearly marked on the property. • Applicant/ Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations. B.) Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. The septic system is for residential use only. No commercial uses are approved for this septic system. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of L ws and Ordinances governing this type of work will be complied with whether specified herein r not. The granting of a permit does not presume to give authority to violate or cancel the provision* ny othersate/local law regulating construction or the performance of construction. Issued B . 6 Contractor or Authorized Agent: Date: Printed by:Kati Dooley on:03/09/2021 11:25 AM Page 8 of 8 MASON COUNTY COMMUNITY SERVICES Permit No: CQM0J Q�4-oOI07 PERMIT ASSISTANCE CENTER: BUILDING •PLANNING -FIRE MARSHAL - ' - 615 W.Alder St-Shelton,WA 98584 RECEIVED www.co.mason.wa.us Phone Shelton:(360)427-9670 ext 352- Fax:(360)427-7798 OCT 2 3 2024 Phone Belfair.(360)275-4467- Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION 615 W. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: �/ NAME: c; a F. * I'�` NAME: -Cj\- !-- MAILING ADDRE,SS: 0l d MAILING ADDRESS: S - 'P. , n e,� CITY: Ce&e%e STATE: I✓��:4$3,110 CITY: STATE: ZIP: 1"PHONE: S&0 — Gi V I — 2.5-OP PHONE: CELL: 2nd PHONE: EMAIL EMAIL: ^'L. L&I REG# EXP. / PARCEL INFORMATION: PARCEL NUMBER(I2 Digit Number): Zoning- LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS: CITY: DIRECTIONS TO SITE ADDRESS: TYPE OF JOB NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS—l s"FLOOR 2"'FLOOR BASEMENT GARAGE OTHER PLuT fBING FIKTURES(SHOW NUMBER OF EACH), MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless_ Toilets Tyne of Unit No.of Units Fees Bathroom Sink Furnace Bath Tubs Heat Pump Showers Spot Vent Fan Water Heater 1 Propane Tank Clothes Washer Gas Outlets Z Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hose bibs Dryer Vent Other - Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE TH ICATION. Signature of Owner Date DEPARTMENTAL REVIEW APPROVED I DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1272016 JBN