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Home My WebLink AboutCOM2022-00097 Storage Shed - COM Inspections - 11/1/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 i COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-1467,EXT 352 Building.Planning.Environmental Health 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-inspoction.php pp Permit Number COM2022-00097 Date Issued 05/23/2023 Issued By �y ,,J& Project 40X80 STEEL FRAMED EQUIPMENT SHED,INCLOSED ON 3 SIDES,GRAVEL FLOOR Site Address 21 W SANDERSON WAY Applicant SQRL HANGAR LLC Contractor Contractor Phone 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 Building Official: Community Services Designee Department Concrete Setbacks -8-L T JTL_ Slab Footing Perimeter Point load Footing g.z� J7L Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building f(_ -2- Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other -14 lj''ft U ti 1 INS Jjk t*Jyt ✓(-p" (/J!G t(VC&A 6n4trc A- Q- iro (+t" i i 41 --L d 4-23 ,-fN � �`'`q( S�uca ( c�s�cQ.-f-c�,., ✓v�,,—� rig��vc� s Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov FINCLOSED 2-00097 NEW COMMERCIAL PERMIT ESCRIPTION: 40X80 STEEL FRAMED EQUIPMENT SHED, ISSUED: 05/23/2023 ON 3 SIDES, GRAVEL FLOOR ESS: 21 W SANDERSON WAY SHELTON EXPIRES: 11/19/2023 PARCEL: 420020062000 APPLICANT: SQRL HANGAR LLC OWNER: SQRL HANGAR LLC 3445 CALIFORNIA AVE SW 3445 CALIFORNIA AVE SW SEATTLE,WA 98116 SEATTLE,WA98116 1.714.639.3910 VALUATIONS: FEES: Paid Due U IIB Utility, miscellaneous 3200.00 $228,352.00 State Fee-Commercial $25.00 Planning Commercial Review $380.00 Fee Plan Check Fee $1,223.04 IFC Plan Check Fee $611.52 Building Permit Fee $1,881.60 Technology Surcharge $62.09 Total: $228,352.00 Totals : $4,183.25 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection BLD-Final Inspection Shearwall Inspection CONDITIONS " 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. Printed by:Annie Wilson on:05/23/2023 10:37 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW COMMERCIAL PERMIT COM2022-00097 * 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. * 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. * 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. * 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. Proper frost depth shall be observed below grade in undisturbed soils. * 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 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. * 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. * 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. * 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 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. Printed by:Annie Wilson on:05/23/2023 10:37 AM Page 2 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. C Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW COMMERCIAL PERMIT COM2022-00097 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: �t"C' V l 15(m Contractor or Authorized Agent: Date: 3Z3 23 Printed by:Annie Wilson on:05/23/2023 10:37 AM Page 3 of 3 MATERIALS TESTING&CONSULTING,INC. September 1, 2023 Port of Shelton Attn: Brandon Palmer 21 W Sanderson Way Shelton,WA 98584 Sent via email: brandonpnaportofshelton.com Re: Final Letter SF Equipment Shed -21.13.01 21 West Sanderson Way, Shelton, WA 98584 MTC Project#23S082 BLDG Permit#COM2022-00097 Dear Brandon, Materials Testing& Consulting,Inc.(MTC)provided materials testing and special inspection services during construction of the above-referenced project. This letter is a statement declaring the actual work inspected by MTC itemized below was found to be,to the best of the inspector's knowledge, in accordance with project plans, specifications, engineer approved revisions, and the International Building Code. The following is the scope of inspections performed on this project. ♦ Reinforcing Steel Special Inspection ♦ Structural Steel &Bolting Special Inspection The results of our services were provided to the local building department for review. Only WABO Certified special inspectors were utilized to perform those specific inspections as required by the Special Inspection Agreement. Any items that were found to be in noncompliance with the approved construction documents were repaired or replaced, and re-inspected for acceptance. To the best of our knowledge, items that were observed by Materials Testing& Consulting,Inc.during continuous or periodic inspections for the noted project are compliant with approved plans and specifications. LIMITATIONS The services provided as described in this report include professional opinions and judgment based on the data collected and our field observations. These services have been performed according to the specified codes, industry standards, and generally accepted engineering practices. No warranty, express or implied, is provided. Representatives of Materials Testing& Consulting, Inc. did not supervise, direct, alter, amend or change project specifications or contractor activity. Our statement of conformance pertains to only those items inspected and tested by Materials Testing& Consulting, Inc.for the subject project during the time period when we were on-site. Environmental•Geotechnical Engineering a Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonl0lympialBelIinghamISilverdalelTukwila 360.755.1990 www.mtc-inc.net Ad6IM,, MATERIALS TESTING d CONSULTING,INC. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Any party other than the client who wishes to use this report shall notes Materials Testing & Consulting, Inc. of such intended use. Based on the intended use of the report, Materials Testing& Consulting, Inc. may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Materials Testing & Consulting, Inc.from any liability resulting from the use of this report by any unauthorized party. We sincerely appreciate the opportunity to be of service to you on this project and look forward to offering our services again. If you should have any questions concerning this report,please contact the undersigned at your convenience. Respectfully Submitted, MATERIALS T G & CONSULTING,INC. Medhanie Te , P.E. WABO Technical Director Environmental•Geotechnical Engineering*Special Inspection•Non-Destructive Testing Materials Testing Burl ingtonjOlympialBelIinghaml Silverdale ITukwila 360.755.1990 www,mtc-inc.net nmnrd% MATERIALS TESTING A CONSULTING,INC. SF Equipment Shed - 23SO82 - Field Report: Reinforcing Steel: Report #F308801 CLIENT Shelton, Port of DATE 05/04/2023 PROJECT LOCATION 21 West Sanderson Way Shelton WA 98584 PERMIT#COM 2022-00097 Inspection Information: Inspection Date: Time Onsite: 2:00 Weather 05/04/2023 pm Conditions: 50's Partly Cloudy — --� Inspection Performed: Reinforcing Steel Subcontractor: Continuous or Periodic: eriodic Sheets: F1-F2 Location/Area: Footings Bldg. Details: F1-F2 Level/Elevation: iFoundatio Reinforcing Grade: ASTM A706&A615-Gr.60 Embeds: /A Reference Reports: Approved Plans Dated: Remarks: MTC Rep.present at the project site for inspection of resteel for footings. All reinforcement is acceptable according to the contract documents. Size,grade laps,placement. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 05/04/2023 16:31:41 UPLOADED: 05/04/2023 16:31:43 REPORTED BY: Bryan Talley REVIEWED BY: Michael Houser, Project Manager As•mu l probctlon b d—ta,tlro Publk.rM ourselves,all raports.ro wdnitOeO ae the mrKWsntlal ampsrty olalbn4,entl.uNorwtlon hx pudlgtlm a/gebmsnh,mnduebne ar eztncla ham«nyrAirq our mp« It w.e d Wdm our wrilbn'Mm al. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 101ympial Bel IinghamISiIverdaIeITukwila 360.755.1990 www.mtc-inc.net SF Equipment Shed-23S082,0510412023,*F308801,Page 1 of I MATERIALS TESTING&CONSULTING,INC. SF Equipment Shed - 23SO82 - Field Report: High-Strength Bolting: Report #F314135 CLIENT Shelton, Port of DATE 07/24/2023 PROJECT LOCATION 21 West Sanderson Way Shelton WA 98584 PERMIT#COM 2022-00097 Inspection Information: Inspection Date: Time Onsite: 09:45 Weather j CLOUDY,60 07/24/2023 AM Conditions: Inspection Performed: High-Strength Bolting Report Profile: 0 Any Deficiencies Noted Subcontractor: PORT OF SHELTON Observed or Performed: PERFORMED Sheets: GN Location/Area: MANUFACTURED STEEL BUILDING Details: 'Level/Elevation ROOF Bolting Information: Bolt Length In Inches: 2 Bolt Diameter In Inches: 3/4 Bolt Type: ASTM A325 HVY HEX Pretension Tested: YES, SKIDMORE Tension Type: TURN OF NUT Faying Surface: IN FIRM CONTACT Bolt Storage: ACCEPTABLE Remarks: MTC on site as requested for High Strength Bolting inspection. Bolts have been installed and tightened prior to arrival of the Inspection.The client only had Two 3/4x2 ASTM A325 bolt assemblies on hand,three bolt assemblies are required for Calibrated Bolt Tension Measurement.The two-bolt assemblies met minimum requirements of Table 7.1. The inspectorphysically and visually inspected installed bolts with spud wrench and all faying surfaces looked to be in firm contact. NOTEWORTHY ITEM:CLIENT ONLY HAD TWO BOLT ASSEMBLIES FOR SKIDMORE TURN OF NUT TEST.NEEDS APPROVAL OR RE-TEST.PLEASE ADVISE Two bolt assemblies of 3/4 ASTM A325 HVY HEX Bolts were tested using a calibrated Bolt Tension Measurement Device (Skidmore). Bolts assemblies have been pre tensioned in accordance to Table 7.1 3/4 ASTM A325 HVY HEX Min.29 kips 1. 31 2. 34 3. N/A Bolts tested and Bolts Installed have been Match Marked and turned with the required rotation for pre-tensioning in accordance with Table TURN-1 A,a mubal Vamailan b clbnh,Cis VubW aM ouraM NI raps ara eu it as#i w Nb W pmp"of d nt ti aM auftn=tl for puENnEan of abbn-n1 oonaluabna or mrbada ham ar raparANq our reports Is nrrvaE pa N our wntlen approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructise Testing•Materials Testing Burl ingtonI Olympia]Bel IinghamISiIverdaleITukwila 3 60.75 5.1990 www.mtc-inc.net SF Equipment Shed-23S082,0712412023,#F314135,Page 1 of 4 IRLNqrjm ARTAnALIML MATERIALS TESTING&CONSULTING,INC. R&M STEEL COMPANY The building permit was on Location. Approved Plans Dated: 12/10/20,21 To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: SW111RAL YEYates'. C.ALL KLDNU OT 579U1'TURAL 51111 IS RASED ON►#SOLI 201E `S%UTURAI.WEL"K[ODE'. ALL NCH STwKyi#DRIS ARE TM ASIM A125 AM ARE TO K U741E0 ACtJMW TO THr'SNUG-TN7UT'CONDITIONS AS OEFNED Br THE, RCSC SPEC1)CATgN FOR STRUCTURAL JOINTS USING A325 OR A490 BONS, LWSS WTTD 0TWIVISE. Am.ROTE TNAT WS EN STANOARO FILES DO M01 REOURE WASTERS PER tW_ RM SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS,SECTIOII 5 (TE7USMCE STEEL COMTRUCTION AISC MANUAL 3W•T6) k,.NO SIKOVII BOLTED CONtCT1ON5 ARE SLIACT TO AJI1AL .Mkoh AND OR SUP CFdnCAL AS SUCH THE KITS WS1 BE FULLY PRE-TrNSHONED ANO INSPECTED IN ACCORDANCE WITH 1,111 NSC S60-16 SPECOXATIDN FOR STRUCTURAL J0114TS USING ASTTF 4325 BOLTS AM THE APPLICABLE BUILDING COOS.WASHEBS ARE NOT PEOL M WHEN THE TURN Of THE NUT-TIGHTENNG FWDW IS USED.I1 IS THE RESPONS)BRITT OF THE CONTRACTOR TO ENSUK PIKIPER Brat ICKTNTSS. STIUCTURAL Owmi ALL SWJCTURAL MEME£I5'MIL,RE GNEN ONE CDAI Of WKIIAC1L'RER-S STARGIRO RUST-IMIBRIVE PRIMER 11110ING TW MRFORMANCE REWA!VENTS OF TT-P-6615. Do$LS NOl A FRA15H COAT AND IS NOT INTENDED FOR PROLONGED ESPOSAI TO THE ESEI NTS. REFERENCE AISC 360-16,CODE Of STAWM PRALTICE SECWA I.�.t'SAA. UPLOADED: 07/24/2023 16:28:37 UPLOADED: 07/24/2023 16:28:39 Mf(4!pwu A omms) UIOYLANCCD TOAD =7t1 PSF PSi NMI! P'q (ttruplr,[T ci.gery 1-MnW _ _ P9 IlotMi IM ovrw.rW�: I,n rry>+x[[5M k 153 .. PV U."o N,s _`1 r,.�,S1: CSA W,'Moss A-tkf.A3 . wPx I{w11: I..c 5ya MIT.Ow! ' roRur 'f sa eo.re snort) rQ Tmao r zt + / 1-R'A /?'�iF7 I�Fr1 1 44( I/ fr 3)'+ Moa.Mrgn R,rptw.n»"nMl Sms 1 M Yar yes-n AssP;rts.�I sr Sml: 09111 Mr4 IA 111 Ms,�:. •-.- - SIT- U.l6 Alp 01610 +,, r AA , a lfpppd a -t{Sea}; is 1�Gb Bue l e � r rs:r): i5 OELGtt: •• _ Swm;<locos: R •5.840 S =}ty�i x =�5CV5 433TI o,=Omo rs Cm,la }6706 0317 cs Told son SMor. UPLO�DED: 07/24/2023 16:29:18 UPLOADED: 07/24/2023 16:29:19 as.moor pore...l.wm.,nr v�ss�K..e owWv.a,.A r..+,..e,ua„�ro,a..ne w.rde"e.i cuwm a aa�n.,.a.�u«�no«r«wa�<.no.of wromem..mr,wr...a.m.sa xan a rw.,e��w nrwr+w n.rwa P«a.c ou,.�xen.cv,o�,i. Environmental•Ceotechnical Engineering Special Inspection•Non-Destructive Testing• Materials Testing Burlington 10lympialBellinghamlSilverdaleiTukwila 360.755.1990 www.mtc-inc.net SF Equipment Shed-23S082,0712412023,#F314135,Page 2 of 4 MIC MATERIALS TESTING&CONSULTING,INC. -3 a a ' K'ILHELAI i y u , UPLOADED: 07/24/2023 16:30:16 UPLOADED: 07/24/2023 16:30:17 r� - I ,F s UPLOADED: 07/24/2023 16:31:19 UPLOADED: 07/24/2023 16:31:2 Asa—t-1 prot b—to dents.-public and p wlM ell repWa are wb,i sstlw wnfideneel p,p"of dw,ts,sntl eulftowGon f r p Wl bw of ataberiepb,ppnd ,s pr—*an p r ,dbrq me epwa b nerved peMinp our wriXen approval. F:ncironnientaI•Geotechnical Engineering•Special Inspection a Non-Destructive Testing•Materials Testing Burlington 1OlympialBellinghamISiIverdaleITukwiIa 360.755.1990 www.mtc-inc.net SF Equipment Shed-23S082,0712412023,*F314135,Page 3 of 4 MII MATERIALS TESTING 8 CONSULTING,INC. 4 �.r e � r ; J 0, a. UPLOADED: 07/24/2023 16:32:00 UPLOADED: 07/24/2023 16:32:02 REPORTED BY:Mark Hite REVIEWED BY:Michael Houser, Project Manager As a mutual protec to client,he puNic ar ourselves,all reports ere submided as the mMM al property d clxtnh.end auM %an W WWi=fi n d atatemenla,=d n, Iron p r Mft our reports is reserved pending our written approval. Environmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials'Iesting Bu ding ton 1Olympial Bel IinghamISiIverdaleITukwila 360.755.1990 www.mtc-inc.net SF Equipment Shed-23S082,0712412023,#F314135,Page 4 of 4