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HomeMy WebLinkAboutCOM2022-00100 Sport Slab - COM Inspections - 11/12/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584 I MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,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-inspection.php Permit Number COM2022-00100 Date Issued 02/08/2023 Issued By Project SPORTS COURT COVER on existing slab Site Address 161 SE COLLIER RD Applicant SOUTHSIDE SCHOOL DIST#42 Contractor NORTHSIDE METAL CARPORTS LLC Contractor Phone 1.360.262.9364 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 2 Slab Footing Perimeter Point load Footing ,Z Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing _2Q-2 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 It-12.2 be-c - Manufactured Setbacks Setup Home Concrete Foot/Runners Final r Other �,a:,( t(-20-2 3 A�� ?41V1 wile Z-A.a-1 SAA"l ;KwIlC 4 A I 9, 1a*<1KSp. e#,1-f;µ.4( CERTIFICATE OF OCCUPANCY Mason County, WA OWNERS NAME: SOUTHSIDE SCHOOL DIST#42 OWNER'S ADDRESS: 161 SE COLLIER RD. SHELTON, WA. SITE ADDRESS: 161 SE COLLIER RD, SHELTON 98584 BUILDING PERMIT NUMBER: COM2022-00100 DESCRIPTION: SPORTS COURT COVER BUILDING OFFICIAL: KELL ROWEN TELEPHONE NUMBER: (360) 427-9670 ext. 352 CODE/EDITTION: 2018 IBC, IRC, IFC, IEC, IMC USE OF STRUCTURE: OUTDOOR SPORT COUR� OCCUPANCY: OCCUPANT LOAD: TYPE OF CONSTRUCTION: TYPE II B SPRINKLER SYSTEM REQUIRED: NO This structure has been inspected for compliance with the requirements of this code for occupancy and the use for which the proposed occupancy is classified. CONDITIONS OR STIPULATIONS: MUST CONTINUE TO COMPLY WITH PERMIT CONDITIONS, FIRE CODE AND STORM WATER CONDITIONS e MATERIALS TESTING I&CONSULTING,INC. Southside Playshed - 23SO30 - Field Report: Other: Report #F308417 CLIENT Southside School District DATE 04/28/2023 PROJECT LOCATION 161 Southeast Collier Road Shelton WA 98584 PERMIT#COM2022-00100 Inspection Information: Inspection Date: Time Onsite: 9:00 Weather DSOs,Sun 04/28/2023 am Conditions: � f Inspection Performed: Other Comments: MTC Inspector arrived on site at 0900 for a Schmitt Hammer test on concrete footings for a play shed. j Two different footings were tested,several shots were taken all were between 3,000 and 3,800.Average approx.3,400. For Engineer's review. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. REPORTED BY: Bryan Talley REVIEWED BY:Michael Houser, Project Manager pc•rrsMml prds Eoo b cF-,ft".srW omaN NI ports..WErrYpeE estlM mnitlerEsl property of oY .artl eJMr®Em(W wmm4 of WlerriarMs,mndusiom or eAl h or np drQ"r,p ft s nssrvstl Pa N our wrlpan approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonIOlympialBeIIinghamISiIverdaleITukwiIa 360.75 5.1990 www.mtc-inc.net Southside Playshed-23S030,0412812023,*F308417,Page 1 of 1 14ATZRIALS TKSTNW i CONS lLTV4%mt. Southside Playshed - 23SO30 - Proprietary Anchors: Report #P307590 CLIENT Southside School District DATE 04/18/2023 PROJECT LOCATION 161 Southeast Collier Road Shelton WA 98584 PERMIT #COM2022-00100 Inspection Information: Inspection Date: Time Onsite: 10:30 Weather Light rain,40s 04/18/2023 am Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: N Concrete ®Un-cracked Thickness in inches: 42 Specified Compressive Strength in psi: 3000+ Hole Data in inches: Depth: 7 Edge Distance: 12 End Distance: 35 Diameter: 3/4 Spacing: 6 0 Clean ®Drilled O Cored Mechanical Anchor Data: Type: Simpson Titen CD Screw Anchors Length in inches: 7 Diameter in inches: 3/4 Torque(Ft.Ibs.): Max 360 ® Setting Too] Present Adhesive Anchor Data: Product Name: N/A -_--- -- -------_-__--------- Batch#:N/A Location: Exp.Date/Shelf Life:N/A Number of anchors:N/A__1 Anchor Length in Inches:N/A Anchor Diameter in Inches: N/A 0 Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report (ER-2713/1056) Reason for Inspection: 0 ❑ Intentionally omitted during original placement Shown on plans or specs ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* N Holes properly cleaned prior to epoxy installation Remarks: PROPRIETARY ANCHORS: SIMPSON TITEN SCREW ANCHORS INSPECTION LEVEL:Periodic Inspection Sheet: 3A of 7 Detail: 1,2,Foundation Notes Location: Basketball Court Covered Play Structure Footings(18 footings) Level: Finished Grade MTC inspector on-site,as requested,to observe the torque of installed anchors.Inspector verified all Anchors were flush with the baseplate.Contractor used an impact wrench(ID #DCF894)to achieve torque and flushness. naam&W pabdbabdaa .napbk am aaeer—,Mmp"are aubmPlad rtlia MACa"PMP"«CIMc,am!auWwtffmw Wb%=dna/wo—ft.mi4W«-«mroeCef milamagmnyana is nv-ved pamikv m 22 appal. Environmental•Geotechnical Engineering•Special inspection•Non-Destructive Testing•Materials Testing Burlington 1OlympialBellinghamISilverdale]Tukwila 3 60.75 5.1990 www.mtc-inc.net MATERIALS TESTING d CONSULTfN�.EW Substrate Type: Existing Concrete Substrate Conditions:Dry Temperature of Substrate: 58F Age of Substrate: 28 days Type of Anchor: Simpson Titen 3/4"dia. screw anchor Anchor Orientation:Vertical-Down Anchor Dimensions: (36) 3/4" Dia. SIMPSON SCREW ANCHORS X 7" Length/7" EMBEDMENT. To the best of my knowledge, all work was performed in conformance with the manufacturer's printed installation instructions and project plans dated 02117/2021,REV. B. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: �rrrrr. t>� !M DCF894 „puewnrcr_ >SY tMu A1'el� � - y n)4aua rai YSYtO � . r. ♦Ay�+,r1'r�lltircMaf�lsllti�'�f MOt h1M11��•:. •,r-�..: 'n J s � UPLOADED: 04/18/2023 11:05:36 UPLOADED: 04/18/2023 11:10:21 REPORTED BY: David Peek REVIEWED BY:Michael Houser, Project Manager A&a ffwkW pmftchmbdb%.Ma pubk aM—elms.A apMz are sLnftd as Me=ftetlal pmpaty of deft.aldat—Un 4a WDlkaftn of Wlanerrk W kalom me M fioa O mgaWW19 aw mpoft Q ma~pw,4hg as wrftn approval. Environmental•Geotechnical Engineering•Special Inspection •Non-Destructive Testing•Materials"testing Burl ington10lympialBellinghamISilverdalelTukwila 3 60.75 5.1990 www.mte-ine.net Southside Playshed-23S030,0411812023,#P307590,Page 2 of 2 %r- immm l w►TEIlus TESTW r a COMWII+ri.WC. Southside Playshed - 23SO30 - Proprietary Anchors: Report #P306167 CLIENT Southside School District DATE 03/29/2023 PROJECT LOCATION 161 Southeast Collier Road Shelton WA 98584 PERMIT #COM2022-00100 Feormed: rmation: Inspect Time Onsite: 01:30 Weather Partly Cloudy 60s F 03/29/2PM Conditions: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked Thickness in inches: 42 Specified Compressive Strength in psi: 3000+ Hole Data in inches: Depth: 7 Edge Distance: 12 End Distance: 35 Diameter: 3/4 Spacing: 6 N Clean 0 Drilled O Cored Mechanical Anchor Data: Type: Simpson Titen GD Screw Anchors Length in Inches: 7 Diameter in inches: 3/4 Torque(Ft. Ibs.): ® Setting Tool Present Adhesive Anchor Data: Product Name: N/A Batch#:N/A Location: Exp. Date/Shelf Life:N/A Number of anchors: N/A Anchor Length in Inches:N/A Anchor Diameter in Inches: N/A 0 Holes properly cleaned prior to epoxy installation Remarks: PROPRIETARY ANCHORS: SIMPSON TITEN SCREW ANCHORS INSPECTION LEVEL: Periodic Inspection Sheet: 3A of 7 Detail: 1,2,Foundation Notes Location: Basketball Court Covered Play Structure Footings(18 footings) Level: Finished Grade MTC inspector on-site, as requested,to observe the installation of post-installed Titen Screw Anchors. Several holes were drilled to the required embedment depth and cleaned. Holes were verified to be clean and free of debris prior to anchor installation. Contractor has holes remaining to be drilled and verified for compliance prior to anchor installation. /u a maalel P1abclbn b tllmb,Ina Pablo.W dae%l al r w.ere wbn*led wft mnadwltW wwrly a d W&,aid auCwtraem br W WCaden of swbmelAk m nWM1 p a W%1e r-d pwA ft a rftn aWp L Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ington1OlympialBeIIinghamISilverdalelTukwiIa 360.755.1990 www.mtc-inc.net Southside Playshed-23S030,0312912023,#P306167,Page 1 of 3 '1r jEpoxy was completed by:Jimmy from Northside Metal Carports Substrate Type:Existing Concrete Substrate Conditions: Dry Temperature of Substrate: 58F Age of Substrate: 28 days Type of Anchor: Simpson Titen 3/4"dia.screw anchor Anchor Orientation:Vertical-Down Anchor Dimensions:(36)3/4"Dia.SIMPSON SCREW ANCHORS X 7"Length/7"EMBEDMENT. To the best of my knowledge,all work was performed in conformance with the manufacturer's printed installation instructions and project plans dated 02/17/2021,REV.B. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Images: as a m,MW pa-111 to dienh,the puW aM ous &N a1 epoch are suDmet¢tl as the conlWennel property ald ft.and autivlbym M pubkatbn of stAmork car4uW rn or extracts horn or regenling our reports Is raseme i periling our wrftn approval Environmental •Geotechnical Engineering•Special Inspection•Dion-Destructive Testing• Materials Testing Burlington 10lympialBeI IinghamJSilverdale1TukwilEL: 360.755.1990 www.mtc-inc.net Southside Playshed-23S030,0312912023,#P306167,Page 2 of 3 MATERIALS TESTING&CONSULTING,INC. .f v+n UPLOADED: 03/29/2023 14:26:57 c 0 UPLOADED: 03/29/2023 14:26:58 UPLOADED: 03/29/2023 14:29:03 UPLOADED: 03/29/2023 14:29:05 REPORTED BY:Cecil Clark REVIEWED BY:Michael Houser,Project Manager a mun,ai PT—an to d,enrs.me pubsc am wmewes.an eaw are auMr W ffi ma eee,e—et—peKY el a*ft ae rMvimme r pemranon of smemeees,eee�ms e,a—s nm,er regeMbV wr repo s resr vea pend�v ar-va pp.wan. Environmental •Geotechnical Engineering•Special Inspection•ton-Destructive Testing•Materials Testing BurIington101ympialBeIIinghamI5iIverdaIeITukwiIa 360.755.1990 www.mic-inc.net Southside Playshed-23S030,0312912023, #P306167,Page 3 of 3 A M1. MATERIALS TESTING a CONSULTING,INC. sa- y, h. fi p s� '� A d k UPLOADED: 03/29/2023 14:26:5 I� UPLOADED: 03/29/2023 14:29:03 UPLOADED: 03/29/2023 14:29:05 REPORTED BY:Cecil Clark RENEWED BY: Michael Houser,Project Manager As a mNual pralectnn ro GieMs,iM puck anO ourselves,au reports ere wdnmee eSMe mnM1Eemiel propeM o/cMeds,aiM aumr,r®ibn ror q,dicaCon MYwrrb,miatiorww satraas nom or reparertip ou.reports rs reserver pena,ng our vrmen approval Ens ironmental•Geotechnieal Engineering•Special Inspection•Non-Destructive Testing• Materials Testing BurlingtonjOlympialBelIinghamlSilverdaleITuk*ila 360.755.1990 www.mtc-inc.net Southside Playshed-23S030,0312912023,*P306167,Page 3 of 3 8Y k MATERIALS TESTING 6 CONSULTING,INC. Southside Playshed - 23SO30 - Field Report: Other: Report #F306689 CLIENT Southside School District DATE 04/05/2023 PROJECT LOCATION 161 Southeast Collier Road Shelton WA 98584 PERMIT #COM2022-00100 Inspection Information: Inspection Date: Time Onsite: 08:00 Weather 30 40s,overcast 04/05/2023 AM Conditions: Inspection Performed: Other � ._.,_•..,___ Report Profile: 0 Show Up Comments: MTC Inspector arrived onsite at 0800 for a PA inspection for a new basketball court Cover. No contractor representative was onsite at the time of inspection. No Inspection was performed on this day. 3 REPORTED BY: David Peek REVIEWED BY:Michael Houser,Project Mana ger K a m, 1 p adm b ch—,tl,e pldc end oureeNee,all reporfe ere euMiCeO ee tlK mn/AerWl pmpeft of defect,ertl aJlwr®tion br WEMOEon of btemenh,mntlueione or etlnde hom a reper0eq our repola s rerrvw pentinp our wrYlen epprowl. Environmental•Geotechnical Engineering•Special Inspection•'Von-Destructive Testing a Materials Testing BurlingtonIOlympialBeIIinghamISiIverdaleITukwila 360.755.1990 www.mtc-inc.net Southside Playshed-23S030,0410512023,*F306689,Page 1 of 1 MATERIALS TESTINGA CONSULTING,INC. Southside Playshed - 23SO30 - Proprietary Anchors: Report #13306167 CLIENT Southside School District DATE 03/29/2023 PROJECT LOCATION 161 Southeast Collier Road Shelton AIA 98584 PERMIT #COM2022-00100 Inspection Information: Inspection Date: Time Onsite: 01:30 Weather ;partly Cloudy,60s F € 03/29/2023 PM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked Thickness in inches: 42 Specified Compressive Strength in psi: 3000+ Hole Data in inches: Depth: 7 Edge Distance: 12 End Distance: 35 Diameter. 3/4 Spacing: 6 W� N Clean O Drilled O Cored Mechanical Anchor Data: Type: Simpson Titen GD Screw Anchors Length in inches 7 Diameter in inches: i3/4 � Torque(Ft.lbs.): 0 Setting Tool Present Adhesive Anchor Data: Product Name: N/A _ Batch Location: 3 Exp.Date/Shelf Life:N/A Number of anchors:N/A_ _' Anchor Length in Inches: /A ' Anchor Diameter in Inches:�,N:/A 0 Holes properly cleaned prior to epoxy installation Remarks: PROPRIETARY ANCHORS: SIMPSON TITEN SCREW ANCHORS ;INSPECTION LEVEL:Periodic Inspection Sheet: 3A of 7 Detail: 1,2, Foundation Notes Location:Basketball Court Covered Play Structure Footings(18 footings) Level:Finished Grade MTC inspector on-site, as requested,to observe the installation of post-installed Titen Screw Anchors. Several .holes were drilled to the required embedment depth and cleaned.Holes were verified to be clean and free of debris prior to anchor installation.Contractor has holes remaining to be drilled and verified for compliance prior to anchor installation. As a m*ml p vWcfi=b tl,*a,the",am oveaWea,all wws are wpmmUlW asn,e wnfi n l property of ckem,anG,Wwrvaton M puEFo4o^o1 mrwmm,mr ireors or eA.m h w r.p d.V ov ma .u revrveE pe hM ov wrNlm apprwel. Environmental•Geotechnical Envineering•Special inspection•Ion-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamjSilverdale jukwila 3 60.75 5.1990 www.mtc-inc.net Southside Playshed-23S030,0312912023,#P306167,Page 1 of 3 MATERIALS TESTING&CONSULTING,INC. Epoxy was completed by:Jimmy from Northside Metal Carports Substrate Type:Existing Concrete :Substrate Conditions: Dry Temperature of Substrate:58F ;Age of Substrate:28 days Type of Anchor: Simpson Titen 3/4"dia.screw anchor Anchor Orientation:Vertical-Down i Anchor Dimensions:(36)3/4"Dia.SIMPSON SCREW ANCHORS X 7"Length/7 EMBEDMENT. To the best of my knowledge,all work was performed in conformance with the manufacturer's printed installation instructions and project plans dated 02/17/2021,REV.B. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Images: Asa mu 1 p,,tedon to clients.-public ant ourseNee,all reports are wbm d.,i,—fid-W pmp"of d ieft.aW autM1—t—for publiafion ol9atemeMs.dondusdds o,e>tinds 1o.dr....... opt reports 5 rererve0 perMirg our wtRlen approval. En%ironmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing• Materials Testing Burt ingtonjOlympialBellinghamISilverdalelTukwiIa 360.755.1990 www.mtc-inc.net Southside P►ayshed-23S030,0312912023,#P306167,Page 2 of 3 MASON COUNTY COMMUNrrY SERVICES C,brn 2. 2Z-0©ia)Sm-31DE SGHOOI. 1fe1 %Cc JJER FD-SKELX2,fJV11A9SWq Permit Number Project Title Project Address/Parcel Number Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International Building Code, as amended by Washington State. Please acknowledge and return this form to the Mason County Permit Center. THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by Washington Association of Building officials(WABO)or individuals employed by a recognized testing laboratory and under the direct supervision of a Registered Professional Engineer are typically considered qualified at the discretion of the local jurisdiction having authority for enforcement. BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the attached"Structural Tests and Inspection Schedule"to this Department for review and approval including any requirements related to the Mason County Municipal Code. The Owner, General Contractor, and Inspection/Testing Agency, where applicable, shall also acknowledge the following conditions applicable to Special Inspection and/or Testing. 1. Inspection/Testing Agency shall submit names and qualifications of on-site Special Inspectors to the Building Inspection Permit Center for approval PRIOR TO PERMIT/S BEING ISSUED. 2. All Special Inspections shall be noted on the approved plans or attached approved documents. 3. All special inspections shall be approved by the County or as recommended by the Engineer of Record (EOR). 4. It is the responsibility of the General Contractor to review County approved plans for additional inspection or testing requirements that may be noted or required per IBC as noted on approved plans. 5. The General Contractor is responsible for proper notification to the Inspection/Testing Agency for items listed on this form. 6. Special Inspectors shall provide detailed reports on company letterhead to the Building Inspector of all required inspection activities. These may also be provided when the inspector visits the jobsite for the scheduled inspection but must be completed before the subject of inspection is approved by the building inspector. 7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building Inspector by the Inspection/Testing Agency or other responsible party within a reasonable time to test results. 8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items requiring testing and inspection have been fulfilled and reported and a final inspection report shall be provided. A copy of the statement is to be maintained at the jobsite for the Building Inspectors review prior to final inspections. Page 1 of 4 ' 1 NASOM COUPRY CoMMUNrrysmVIM ACKNOWLEDGEMENTS Prior to issuance of a building permit, the Owner, on the advice of the Project Engineer or Architect, shall complete,sign,and submit this form to the County Permit Center. Declaration of Owner I,as the owner of the project,declare that the testing agency firm/s or individual/s listed herein are hired by me to perform "Special Inspections" and/or "Structural Testing" in accordance with the provisions of the International Building code(IBC)Chapter 17. Fau-1 WoeneKe Sou-fkslde- ScAooi i2aze'G 12/2-0/2-2- Owner(print) S&Ltxn,Mende►?t Owner(Signature) (date) Declaration of Registered Professional Architect/Engineer I, as the design professional in responsible charge of the project listed herein, declare that the special inspection listed herein are required for this project in accordance with the provi5ipmspEthe International Building Code(IBC)Chapter 17. P ND Y A SAADY AMIN P.E. (ENGINEER) o Architect/Engineer(print) SIGNED: 12/20/2022 EXPIRES: 01/03/2024 Architect/Engineer Stamp/Signature(date) 57344 '-C/STERN SS��N A L E�C� Testing Agency Name/Contact info: The Special Inspection/Testing Agency listed above must have a current Portfolio of Qualifications on file with the County Drier to performing work. Declaration of the General Contractor 1, as the General Contractor of the project, agree to comply with the"Contractor Responsibility" items noted herein. General Contractor(printql l Contractor gnature (date) Page 2 of 4 MASON COUNTY COMMVMRY srxv�s Required Special Inspections International Building Code; Chapter 17: A completed and signed copy of pages 1 through 4 of this form shall be submitted to the "Permit Center' prior to building permit approval. Engineer shall check the applicable items: V/® Special inspection of fabricated items 1704.2.5 ❑ Submittals to the building official 1704.5 ❑ Structures over 75' in height located in Seismic Design Category D, 1704.6.1 ❑ Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1 ❑ Steel construction& structural Steel 1705.2.1 ❑ Cold form steel deck 1705.2.2 ❑Open-web steel joists&girders 1705.2.3 ❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4 fM Concrete construction 1705.3 & Table 1705.3 ❑ Shotcrete 1705.3 ❑ Welding of reinforcing bars 1705.3.1 ❑ Material Tests 1705.3.2 ❑ Masonry Construction 1705.4 ❑ Empirically designed masonry,glass unit&masonry in Risk Category IV 1705.4.1 ❑ Vertical masonry foundation elements 1705.4.2 ❑ Wood construction 1705.5 ❑ High Load Diaphragms 1705.5.1 ❑ Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2 ❑ Soils 1705.6 &Table 1705.6 ❑Driven deep foundations 1705.7 &Table 1705.7 ❑ Cast in-place deep foundations 1705.8& Table 1705.8 ❑ Helical pile foundations 1705.9 ❑ Fabricated items 1705.10 Page 3 of 4 roUNTY COMMUNM SHR ViCO ❑ Special inspections for wind resistance 1705.11 ❑ Structural wood 1705.11.1 ❑ Wind resisting components 1705.11.3 ❑ Cold formed steel light frame 1705.11.2 ❑ Special inspection for seismic resistance 1705.12 ❑ Special inspection for structural steel per 1705.12.1 ❑ Seismic force-resisting systems 1705.12.1.1 ❑ Structural steel elements 1705.12.1.2 ❑ Special inspection for structural wood per 1705.12.2 ❑ Special inspection for cold-formed steel per 1705.12.3 ❑ Designated seismic systems 1705.12.4 ❑ Architectural components 1705.12.5 ❑ Plumbing, mechanical &electrical components 1705.12.6 ❑ Storage racks 1705.12.7 ❑ Seismic isolation systems 1705.12.8 ❑ Cold-formed steel special bolted moment frames 1705.12.9 ❑Testing for seismic resistance 1705.13 ❑ Structural steel 1705.13.1 ❑ Seismic fore-resisting systems 1705.13.1.1 ❑ Structural steel elements 1705.13.1.2 ❑ Nonstructural components 1705.13.2 ❑ Designated seismic systems 1705.13.3 ❑ Seismic isolation systems 1705.13.4 ❑ Sprayed fire-resistance materials 1705.14 ❑ Physical and visual tests 1705.14.1 ❑ Structural member surface conditions 1705.14.2 (1705.14.3 through 1705.14.6.3) ❑ Mastic& intumescent fire-resistance costings 1705.15 ❑ Exterior insulation& finish systems(EIFS) 1705.16 ❑ Fire-resistance penetrations and joints 1705.17 ❑ Penetration firestops 1705.17.1 ❑ Fire-resistant joint systems 1705.17.2 ❑Testing for smoke control 1705.18 ❑ Testing Scope 1705.18.1 Page 4 of 4 *MUST BE FILED WITH THIS OFFICE AND APPROVED PRIOR TO ERECTION OF FABRICATED COMPONENTS' Project Name: SOL Ttl5lm al4om �)Srx,CT Permit#: Fabrication Co. Name:f gojMHWE_MI;rA. Na T-5 Office#: 314 2&c2. 455y Fabrication Shop Address: 110 A VE2y RD. Fax#: A/M City: .NEHALOS State: WA Zip Code: g8532 Description of Components Fabricated: JLISAUtIE 9ALVAN12M 61-KE Fabricator is Currently Certified By: o IAS ❑AISC ❑ACI o PCI o PTI d(Other nol4k rvtc 8.�0 L 7 Certificate M SL 7q.3(o Expiration Date: Date of Last Audit: 121301pj Fabrication Drawings Reviewed and Accepted by Design Professional in Responsible Charge? De Yes o No Structural Plans and Calculations Reviewed and Accepted by County Building Department? ,r o Yes o No Fabrication Commencement Date: a2/ (a3 Fabrication Completion Date: `r��ZY1..2-3 We hereby certify that the components described and listed herein comply with the approved permitted plans, specifications, and workmanship provisions of the 2018 international Building Code and other applicable regulations. We further certify that each fabricated member or component has been inspected and meets all the requirements of the 2018 International Building Code and its referenced standards. We understand that this certificate shall be submitted to the Building Department for approval prior to erection of the fabricated members and components. NOTE: This certification is limited to fabrication of the members and components described above for this particular project and is not transferrable to any other fabrication work or other construction sites. a ve V2042 Signature ate A1AQ,CLLJ,6/ A 6-1-D5 OfFrCF /441VA&CR Name (Print) Title 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 F 2-00100 NEW COMMERCIAL PERMIT ESCRIPTION: SPORTS COURT COVER ON EXISTING ISSUED: 02/08/2023 ESS: 161 SE COLLIER RD SHELTON EXPIRES: 08/07/2023 PARCEL: 320281160010 APPLICANT: SOUTHSIDE SCHOOL DIST#42 OWNER: SOUTHSIDE SCHOOL DIST#42 161 SE COLLIER RD 161 SE COLLIER RD SHELTON, WA 98584 SHELTON, WA98584 1.360.426.8437 GENERAL CONTRACTOR'S LICENSE: NORTHSIDE METAL CARPORTS LLC License: NORTHMC8201_7 110 AVERY RD EAST Expires: 07/20/2024 CHEHALIS,WA 98532 1.360.262.9354 VALUATIONS: FEES: Paid Due U IB Utility, miscellaneous 3400.00 $122,400.00 Building Permit Fee $1,228.64 $0.00 Plan Check Fee $798.62 $0.00 Technology Surcharge $40.55 $0.00 Planning Commercial Review $380.00 $0.00 Fee IFC Plan Check Fee $80.00 $0.00 State Fee-Commercial $25.00 $0.00 Total: $122,400.00 Totals : $2,552.81 $0.00 REQUIRED INSPECTIONS Footing Inspection Framing Inspection Foundation Wall-Pre-Pour Inspection BLD-Final Inspection CONDITIONS Printed by:Genie Mcfarland on:02/08/2023 02:00 PM 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 COM2022-00100 * 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 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 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 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. * 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. * 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 foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * 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 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Printed by:Genie Mcfarland on:02/08/2023 02:00 PM Page 2 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 COM2022-00100 * 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. * 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. 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: Li Contractor or Authorized A Date: /g/ 9 2 Printed by:Genie Mcfarland on:02/08/2023 02:00 PM Page 3 of 3