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HomeMy WebLinkAboutBLD2022-01022 Garage - BLD Inspections - 12/6/2024 MASON COUNTY 615 W.Alder St. Bldg 8,SHELTON,W 94 COMMUNITY SERVICES SHELTON:360-427-9670. 72 BELFAIR:360-275-4467 s2 Building Planning Environmental HealthCommunity Health ELMA:360-482-5269, - 52 www.co.masr is INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** _ To schedule an inspection call orvisit http://www.co.mason.wa.us/community-services/bl(i-Inspection.php Permit Number BLD2022-01022 Date Issued 12/27/2022 Ily Project STEEL DETACHED GARAGE Site Address 330 NE RIVERHILL DR Applicant WINGO COREY&JENNY Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,Sr Type Permit Type GARAGE/STORAGE 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 3-0.23 PED Slab Footing Perimeter ';, q.�3 D� Point load Footing Footing Interior Footing Decks/Porches _ Foundation Stem Walls -a(-2 Other Rough-In Groundwork Plumbing 3-10-23 DCU Framing Groundwork Mechanical Plumbing _ Groundwork Gas Pipe Mechanical _ Gas Piping Shear Wall Nailing _ Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling ,,�(�.a� w• Walls .2419.aMRVapor Barrier Other _ Wallboard Interior Wall Brace Panels Fire Walls Nailing _ Other _ Final Building - •del E _ _ Manufactured Setbacks Setup Home _ Concrete Foot/Runners Final _ Other F-rium, 1,&n F4:( 3 d X,) s�z A# MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Belfair ext.352 360-482-5269 Elma ext.352 Building,Planning, Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: R(-D?0P 2- 0I0;Z 2 ADDRESS/LOCATION: 330 tiE RI✓ERr/ic.L D& FINDINGS: (cbav ►1, — Proyjd, Cedt"n,c-1 iAsk/AA W lr — XL 1?4r R.,d concmAt-Se4" 01 }o 6-, in l°%"t Erh-,,I — DOQ&<L,iV.MAson)covnlritoh.Go✓ Items listed above must be corrected to lain 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 Ems, �GV.�,6/l tic�'�j n"'t ^W Em,\cc/` Date: 3-.9q-D3 ❑ Please contact our office regarding possible Department: ELI) structural damage incurred by recent Inspector: DCD "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 7 M{a� County Mason County - Division of Community F)c.,elopment 515,W. Alder St. Building 8 WA 98584 36' '�670 ext 352 WWW.n: : ountywa.gov B DD2022-01022 GARAGE/ STORAGE PROJECT DESCRIPTION: STEEL DETACHED GARAGE ISSUED: 11/27/2022 SITE ADDRESS: 330 NE RIVERHILL DR BELFAIR EXPIRES: 06/25/2023 PARCEL: 123212090101 APPLICANT: WINGO COREY&JENNY OWNER: WINGO COREY&JENNY 330 NE RIVERHILL DR 330 NE RIVERHILL DR BELFAIR,WA 98528 BELFAIR,WA98528 1.916.591.7977 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 1920.00 $114,969.60 Plan Check Fee $766.5)< $0.00 Change in Tenant- Minor EH $125.0,:) $0.00 Plan Review Mechanical Base Fee $3 $0.00 Mechanical Fees $1n $0.00 Planning Review Fee $240. $0.00 State Fee-Residential $r $0.00 Plumbing Base Fee $2` $0.00 Technology Surcharge $4( $0.00 Building Permit Fee $1,179 ? $0.00 Plumbing Fees . $2 $0.00 Total: $114,969.60 Totals : $2,450.20 $0.00 FIXTURES City Mechanical Fixtures City Plumbing Fixtures 1.0000 Spot Vent Fan(s) 1.0000 Bathroom Sink 1.0000 Number of Toilets 1.0000 Number of Water Heaters and or V(-o Printed by:Genie Mcfadand on:12/27/2022 01:14 PM Page 1 of 5 MaF,f' l► County Mason County - Division of Community i)(.,,elopment W. Alder St. Building 8 WA 98584 36 '70 ext 352 www.r intywa.gov GARAGE/ STORAGE BLC) , (:,-'2-01022 REQUIRED INSPECTIONS Setback Inspection Rough-Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Framing Inspection BLD-Final Inspection CONDITIONS Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs ;r nce with Mason County Title 14.28 and 14.17. * The plan review check list and corrections are part of the approved plans and must remain attached. It i )nsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the pla! rked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The pc r is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to coil or removal of approved documents will result in failure of required building inspections. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building p application. Design, sizing, placement, inspection and maintenance of stormwater management systems shwi ue ur„ responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the comma )cement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel eater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The S­ ra Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. development has, or will have, a septic/drainfield system you are responsible for contacting Mason County D f Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, i v other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or developn site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Orcfn !her private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granto i an existing utility and drainage easement dedicated for that specific purpose. For further information regarding finance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or acc,,:,., unnecting 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. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please cur "Approved Site Plan"to ensure these structures meet the setback conditions listed. * The use, handling and storage of hazardous materials or flammable and combustible liquids in exce ,s of s is not allowed without the approval of the Mason County Fire Marshal. * 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. Printed by:Genie Mcfarland on:12/27/2022 01:14 PM Page 2 of 5 Mason County Mason County - Division of Community Development 15 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.ma-,nncoiintywa.gov GARAGE/ STORAGE BLD2022-01022 * 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 rrior 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 regulatil)n�� * Concrete used for basement walls,foundation walls, exterior walls, porches, carport slabs, steps exposed t( lther, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive s!,,:f gth of 3000 psi (IRC Table R402.2). * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for :•,d plans are not available on site, then approval will not be granted. In addition, a re-inspection fee(refer to Corr( a! f schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any furtl cr i cctions being performed or approvals granted. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacenT ; �s nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILD" ' DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Departmenf. construction must be in conformance with the international codes as amended and adopted by Mason Count;; , corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to re. additional inspections. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order rr revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal repro ! it:vc, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have n;1 ! .: , ;•I permission from all the necessary parties, including any easement holder or parties of interest regarding this ' Fhe owner or authorized agent represents that the information provided is accurate and grants employees of Ma::, -1ty access to the above described property and structure(s)for review and inspection.This permit/application h( null & void if work or authorized construction is not commenced within 180 days or if construction work is suspends, ! eriod of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * All construction must meet or exceed all local and state ordinances in addition to the International Codes r. ,nts as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approve : miffed classification. Any non-approved change of use or occupancy would result in permit revocation. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper whif;' 1 quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the nc, of pressure treated material. * Provisions for surface/subsurface drainage control must be implemented with new construction or develm-f, site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordi ,er private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be graw an existing utility and drainage easement dedicated for that specific purpose. For further information regarding Hance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or ac- -ecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at E- x any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested t that office to review future planned work which may affect your project. * All property lines shall be clearly identified at the time of foundation inspection. Printed by:Genie Mcfarland on:12/27/2022 01:14 PM Page 3 of 5 , -)unty Mason County - Division c .:rlrnurnt,, �pment 5 Alder St. wilding 8 A 98584 ext 352 wv ywa.gov GARAGE/ STORAGE BLD2022-01022 * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must h:, "ranted and approved by the Washington State Department of Transportation. For more information contact Washington Department of Transportation, at(206)357-2620, ext. 630. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval n rated by the Mason County Department of Public Works. For more information contact Public Works, at (360)427-9F 150 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof ,t il:e access permit from Public Works has been finaled and approved. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest p " of the structure. WIND LOADS-Roof coverings shall be designed and tested to withstand the maximum basic wind specr' c wind speed for Mason County is 85 MPH. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor ,tries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this con(, �n i, Hither the homeowner, agent for the owner or a registered contractor according to WA state law. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performr� ilding Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to ation. Letter must indicating that circumstances beyond the control of the permit holder preventing action from be No more than one extension may be granted. * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observe -ade in undisturbed soils. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall requir ate building permit and approval prior to construction of the retaining wall. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with.the ,t . provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * Concrete encased grounding electrodes must be installed and used at each new building or structure that )n a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Do, Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerti 415- 4000. * The international code requires a fire apparatus access road for every facility, building, or portion of a buil more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Mai irds for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained publi( another fire apparatus access road which connects to a county maintained public road. * 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 * Application acknowledges that the structure is only permitted for a use consistent with the current zoning el. Panted by:Genie Mcfarland on:12/27/2022 01:14 PM Wage 4 05 , aunty Mason County - Division of Commlilli!. )pment Alder St. 3uilding 8 A 98584 3� ext 352 www r �ywa.gov GARAGE/ STORAGE Bt 11022 In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record e owner's agent shall employ one or more special inspectors who shall provide inspections during constructi(- pes of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & ties shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W ; 18584 and available for inspection. Inspection reports shall be completed and submitted to the dept. i; tirr na shall be submitted prior to the framing and final occupancy inspections. 'T .o. I hereby certify that I have read and examined this application and know the same to be tru, rrect. All provisions of Laws and Ordinances governing this type of work will be complied with 'N' specified herein or not. The granting of a permit does not presume to give authority to uic': ;ncel the provisions of any other state/local law regulating construction or the performance o, c, ion. Issued By: Contractor or Authorized Age . ��,i /, _ Date: Printed by:Genie Mcfarland on:12/27/2022 01:14 PM ''age 5 of 5 1 . 6 e techmtiitttt• v4vtr tnv42 vL Ctt•Drat"ge•x a twpt May 18,2021 Cory Wingo 340 River Hill Road �m Belfair,Washington 98528 Reference; Block Retaining Wall Calculation Report 340 River Hill Road, Belfair,Mason County Washington To Whom It May Concern, r� Envirotech Engineering gi g{Envimtech}has completed this retaining wail analysis and asbuilt for the already constructed block retaining wall system on the referenced property. The new block retaining wall has a ON maximum height of 4.25 feet above grade, and has 3 tiers, Our analysis included both the tiered system r and the proximity of the existing residence. We conclu';iltat ttie designed retaining wall is satisfactory.The factors of safe-ty for stability exceed 1.5 for both sliding and overturning per the calculations below. Steil Properties unit weight of soil (pcf 1d.0 angle of internal friction(phi) 36 adhesion, ca(Iblft^2) 0 Walt properties Footing depth, d (in) 0 Total height of wall, H (ft) 4.25 block height(ft) 2 Mock depth(ft) 2 block length (ft) 4 weight of block(lb) 2320 coefficient of friction between concrete 0.6 $GL�tttr,wastii�.gtr�w��s�s Ceti: 3&0-&Sq-6045 e�.vtr�-ect7 'asee�tec3�wt eAttvt.fo.ctsr� t Applied Loads on Wall dead loads on wall(lb/ft) 00 live loads on wall ObAt) 200 surcharges (ps� distance from top of wall to surcharge(ft) 0 pore pressure(yesino) no Soil parameters active earth pressure coefficient,k 0.26 earthquake pressure coefficient,kh 0.19 angle of external friction,delta 24.00 deg Active Rankine Zone (ARZ)angle 63 deg 27 deg 90-ARZ Upper Block Block Block Lateral Pressures 1 2 3 72.75 363.75 509.25 Lateral Pressure from soil OM 0.00 0.00 Lateral pressure from water 40.92 40.92 40.92 Lateral pressure from earthquakes 103.93 207.86 311.78 Lateral pressure from surcharges M 613 862 Resultant earth pressure 199 560 788 Resultant horizontal earth pressure 88 249 350 Resultant vertical earth pressure Resultant Pressure Location for 0.67 0.67 0.67 Overturning Sliding weight of block-f-blocks on top,W 290 580 870 516 1,065 1,587 Resistance against sliding, Rsl 2.6 1.9 2.0 Factor of Safety, F.S. Overturning 757 1835 3116 Resistance against overturning, Rov 133 373 525 Crverturning Forces 57 4.9 5,9 Faaor of Safety, F.S. ............ ......... A`- Page 2of 4 Formulas and Definitions Fr= (YWi+ RsV1 +RgV)tanb+cA+RsH2 +RsV2 Fs = RsH1 + RqH + Re+ Rw F.S.static= Fr 1 Fs F.S.dynamic= Fr J(Fs +Re) Mr= Mixi + RsH2y2+ RsV2xsV2+RsV1 +RgVxsV1 Mo= RsH1 y1 + Rwyi + RgHyq F.S.static= Mr/Mo F.S.dynamic= Mr/(Mo+ Reye) t r y= soil unit weight T = angle of internal friction ca= adhesion q Pore Pressure: pressures due to water Earth Pressure: active, passive, or at rest R = angle of backtiili Vw= water unit weight g= footing width H = height of wall D= foodting depth K= earth pressure coefficient Ke= earthquake pressure coefficient a = angle of internal friction Rs1 = soil partical resultant force RsH1 = horizontal resultant force RsV1 = vertical resultant force Rw= pore water resultant force Rq = surcharge resultant force RqH = horizontal surcharge component RqV = vertical surcharge component Pe= earthquake resultand force opposite soil partical relultant r Rs2 = force RsH2 = horizontal component RsV2= vertical component Mr= resistance against overturning Mo= overturning forces r Fr= resistance against sliding Fs = sliding forces F S = Factor of Safety t 1 Page 3of 4 Envirotech appreciates the opportunity to be of assistance on this project.We anticipate that this retaining a wall analysis/conclusions will meet your expectations. Please contact Michael Staten at 360-275-9374 if you have any questions or require additional information, Sincerely, Envirotech En 'neenng 4\N N't a t s �oNAL.L~` 5/18n3 Michael Staten,P.E. Project Director } E Pagc Oaf 4 i NOTES, 1. RETAINING WALL CALCULATED USING ACTIVE EARTH PRESSURES WITH VEHICLE SURCHARGES. 2, LEVEL BACKFILL OF AT LEAST 2 FEET — 3 INCHES FROM BACK OF WALL TO FRONT OF UPPER TEIR WALL IS REQUIRED. 3. ALL WORK SHALL COMPLY WITH APPROPRIATE IBC, STATE AND LOCAL CODES. 4. FILTER FABRIC SPECIFICALLY DESIGNED TO IMPEDE THE MIGRATION OF FINE SOILS INSTALLED ATOP THE DRAINROCK AND NATIVE SOILS, EXISTIN 5, FOOTING SUBGRADES SHALL BE ON DENSE, HOUSE UNYIELDING, UNDISTURBED SOIL, OR RE—COMPACTED GRANULAR FILL TO AT LEAST 95% OF MAXIMUM DENSITY PER ASTM D1557, 20' MIN, 6. DRAINAGE OUTLETS OR INFILTRATION FACILITIES ARE NOT PERMITTED WITHIN AT LEAST 20 FEET BEHIND THE RETAINING WALL. 7, LOCATIONS SHALL BE VERIFIED BY THE OWNER/ CONTRACTOR TO MEET COUNTY SETBACKS, ` • .. wou '' • •1I _ _,• _ �00 0 O O O O°OO°o0oo0o0MIN ;;. ooa (TP) � o " � Y 2'X2`X4' MIN ` CONCRETE '; oaoflo MODULAR BLOCK :;� `. :.` 00000 WITH 00000 INTERLOCKING :,;;..^ o 000 COMPONENTS 0 ^^ 4.5' MAX - CLVDI� " FILTER FABRIC ATOP DRAIN ROCK CTYP> �w w - 1 DRAIN ROCK Oooao EXTENDED AT LEAST / 1 „, � , 00a0a IS' ABOVE DRAIN PIPE, fir. a,r>�3 aoo0a AND 8' BEHIND PIPE .4 ♦. A.. 0 ' ° PROJECT/ DV14:R/ LOCATION WINGO RETAINING WALL ",-4- DIA SOLID PVC 340 RIVER bill ROAD PERFORATED PIPE BELFAIR, WASHINGTON UNDISTURBED, FIRM' S > 0,5%, GRAVITY DAYLIGHT UNYIELDING SOIL OR COMPACTED FILL THAT E VIROTR' IS FIRM AND PO BOX 984 � � UNYIELDIING. MODULAR BLOCK WALL HE� AS►mCTOH gasps 36"7"374 NOT TO SCALE WALL DETAILS 14ATERIALS MT06 i CONSULTM6,EN:. Wingo PEMB - 23S140 - Field Report: High-Strength Bolting: Report #F314029 CLIENT DATE 07/21/2023 PROJECT LOCATION 330 NE Riverhill Dr. Belfair WA 98528 PERMIT#BLD 2022-01022 Inspection Information: Inspection Date: Time Onsite: 08:00 Weather Cloudy, 58 07/21/2023 AM Conditions: Inspection Performed: High-Strength Bolting Bolting Information: Bolt Length In Inches: 1-3/4,2 Bolt Diameter In Inches: 5/8,3/4 Bolt Type: A325 HVY Hex Pretension Tested: Yes/Skidmore Tension Type: Turn of Nut Faying Surface: Firm Contact Bolt Storage: Manufacturer Box Remarks: MTC on site as requested for High Strength Bolting inspection. Three-bolt assemblies of 5/8&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 5/8 ASTM A325 HVY HEX Min. 20 kips 1. 24 2. 23 3. 25 3/4 ASTM A325 HVY HEX Min.29 kips 1. 30 2. 30 3. 31 Bolts tested and Bolts Installed have been Match Marked and turned with the required rotation for pre-tensioning in accordance with Table TURN-1 WEB STEEL OF WASHINGTON Building permit was on Location Approved Plans Dated: 04/25/2023 To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Asa a a"a l t svf s0=k hD,fm Mbkab a�W'm SbreamR SW numgw,*gar Mm 4 rear®P8W&1QM~3f ysL Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•]Materials Testing Burlington 1Olympial Bellingham]Silverdale jukwila 360.755.1990 www.mtc-ine.net Wingo PEMB-23SI40,0712112023,#F314029,Page 1 of 3 MATERIALS TESTING&CONSULTING,INC. jI11d�P,5: 44 h a� n [11111111 IN 111 i{I I Ilf f it II 075x02OC3 062XO17C3 314—10X2 A325 HVY HEX BOLT 51-11X 1 3/4 A325 HVY HEX E PLAM INT Lot 105583-01-00' I#J ut 107984-01-004 Tog 1 Tog 1 M1g tat R?W23602 Yl; Lot 81990446PI UPLOADED: 07/23/2023 10:41:31 UPLOADED: 07/23/2023 10:41:33 ewe 901.i r�yrr»� Prwlro3 rar�.e 0 WILHELM Y' 7i. UPLOADED: 07/23/2023 10:42:12 UPLOADED: 07/23/2023 10:42:14 as a mduN rxdearon ro theme,me Porno end mrmme%ao,mw ,ma nftd asme mnneenxd wove"d cbme,end ednwvwa rw oeenmecn d eaaemenm,concedom or oorws eom o,repmdnp our rm"is resewed mmb'g osr wdnen awrewa. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 1Olympia!Bell ing ham!Silverdale!Tukwila 360.755.1990 www.mtc-inc.net Lingo PEMB-23S140,07/21/2023,#F314029,Page 2 of 3 1 MATERIALS TESTING i CONSULTING,INC. k ©I* t UPLOADED: 07/23/2023 10:43:02 UPLOADED: 07/23/2023 10:43:04 �R y 1 1 r. UPLOADED: 07/23/2023 10:43:06 UPLOADED: 07/23/2023 10:43:08 REPORTED BY: Mark Hite REVIEWED BY: Michael Houser,Project Manager As a mutual Met,01m 10 c11aMe,the puhllc a oureehiee,ell reports are subM d esft mMbe Mlel p eay of cle %e el euthart[atbn for Puhleatlon M stelemenb,o Aeble or exhads hom or regmtlhg Our reports Is nee—W peW hg our w ,approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington Olympial Bell inghaml Silverdale ITukwila 360.755.1990 www.mtc-ine.net Wingo PEMB-23S140,07121/2023,#F314029,Page 3 of 3 , � /2 islZz TCR, ?17�vi'L�R1lAT AW 1.a-k— P tNgxsber Project Thle i'rrrjert hddre�r/t' rcvt�lnrnirr r Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the Int mafkinal Building Code,as amended by Washington State.Please acknowledge and return thl#farm to Ow MwA 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 tr, Yry by Washington Association of Building officials(WABO)or individuals employed by a recogni7s testrsg laboratory and under the direct supervision of a Registered Professional Engineer are flypiraffy 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 actrs%e t;the responsible Project Engineer or Architect,shall fill out completely,sign and submit tw3(2)cY p,4--3 of", attached`Structural Tests and Inspection Schedule"to this Department for review and a pprcfral ir4k.4rg any requirements related to the Mason County Municipal Code. The Owner, General Contractor, and Inspection/Testing Agency, where applicable, .shall aEso acknowledge the following conditions applicable to Special Inspection andlor Testing- 1. Inspection/Testing Agency shall submit names and qualifications of,or .�S -_ 1 to the Building Inspection Permit Center for approval PRIOR TO PERMITS BEING m z-a. 2 Alt Special Inspections shall be noted on the approved plans or ata�:-d zpzr documents. 3. All special inspections shall be approved by the County or as rc-�a: nded t± L a, - .- of Record(EOR)_ 4. It is the responsibility of the General Contractor to review Cour tv app eed ptarm inspection or testing requirements that may be notes or req-:ir per i as - approved plans. 51 The General Contractor is responsi for proper nsf-: g_ trz Fes ag Agency for items fisted on this form. 6. Spedat Inspectors shall proves data d read.t c - Inspector of all required inspection acffv;�e 1-hese :___. visits the jobsite for the sdmdjled inspectkn irtspection Is approved by the buildi Q inspe -. 7. Copies of all ongoing laboratory and a-3 Inspector by the inspe-63%,Tesstkig Age: c-C _ _ -_ time to test results. k BEFORE A CERRTInCATE OF OCCUPkNCY AF=RC VA-[ CA.N == Inspec6onl7esting Age. shah s ibsmt a requiring testing and ir' #`L tta�e tx--'Vtom- - - ----- _-_ =--- _- --- shall be pmvid} d. A c~py of the s .C^ Inspeclors r+eti*~N pnat Its f W ins,"ecticars.. page t ot 4 S e r NCOW,,, Va OAL', Y SVSV,CE. ACKNOWLEDC MMENTS 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 1,as the owner of the project,declare that the testing agency fnmis or individualls listed herein are hired by me to perforw"Special Inspections"and/or"Structural Testing"in accordance with the provisions of the International Building code //(IBC)Chapter 17. 7/1,02.2.. Owne Tint) Ow {Signatu (date) Declaration of Registered Professional ArchitectlEngineer building structure and foundation 1, as the design professional in responsible charge of thempwoO listed herein, declare that the special inspection listed herein are required for4kie1w*j*r6 in accordance with the provisions of the International Building Cade(IBC)Chapter 17. the building structure and foundaAiQn Note that I do not Patrick W. Barrick QQs e responsibility for the building Architect/Engineer(print) .' cy egress or energy code requirements. Architect/Engineer Stamp/Signature(date) 55314 F '¢F�tSTE� Sealed: 12/14/22 Testing Agency Natne/Contact info: 5451 N c�.�;aIq hlri t� r /t 3�,b "3Z6-ZtCa The Special lttspection/Testing Agency,listed above must have a current Portfolio of Qualifications on file with the County pricer to performing work. Declaration of the General Contractor L as the General Contractor of the project.agree to comply with the"Contractor Responsibility"items tooted herein. General Contractor(print) General Contractor Sianature (date) Page 2 of 4 "AM] CUVKM 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: 0 Special inspection of fabricated items 1704.2.5 0 Submittals to the building official 1704.5 0 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 0 Steel construction&structural Steel 170521 0 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 h(CDUcMe conswacrion.1705.3&Table 1705.3 C3 S6otcrete 1705.3 C7'Welding of reinforcing bars 1705_3.1 0 Material Tests 1705.3.2 Q Masonry Construction 1705.4 0 Empirically designed masonry,glass wait&masonry in Risk Category IV 1705.4.1 0 Vertical masonry foundation elements 1705.4.2 Cl Wood construction 1705.5 p High Load Diaphragms 1705.5.1 Q Metal-plate connected wood trusses spanning 50 feet or greater 1705,5.2 .XSoils 1705.6&Table 1.705.6 0 Driven deep foundations 1705.7&Table 1705.7 0 Cast in place deep foundations 1705.8&Table 1705.8 0 Helical pile foundations 1705.9 0 Fabricated items 1705.10 Page 3 of 4 11 p � ns ci +n quirerr �n C4�p0..\'1`It Sil'ICL f } ❑Special inspections for wind resistance 1705.11 ❑Structural wood.1705.1 L I 0 Wind resisting components 1705.11.3 ❑Cold formed steel light frame 1705.11.2 ❑Special inspection for seismic resistance 1705.12 0 Special inspection for structural steel per 1705.1.2.1 O Seismic force-resisting systems 1705.12.1.1 ❑Structural steel elements 1705.12.1.2 ©Special inspection for structural wood per 1705.12.2 Ll Special inspection for cold-formed steel per 1705.12.3 D Designated seismic systems 1705.12.4 0 Architectural components 1.705.12.5 ©Plumbing,mechanical&electrical components 1705.12.6 0 Storage racks 1705.12.7 Zcisolation systems 1705.12.8 ld-formed steel special bolted moment frames 1705.12.9 O Testing for seismic resistance 1705.13, ©Structural steel 1705.13.1 O Seismic fore-resisting systems 1705.13.1.1 0 Structural steel elements 1705.13.LZ D Nonstructural components 1705.13.2 •Designated seismic systems 1705.13.3 ©Seismic isolation systems 1705.13.4 ❑Sprayed fire-resistance materials 1705.14 D Physical and visual tests 1705.14.1 0 Structural member surface conditions 1705.14.2(1105.14.3 through 1705,14.6.3) Q Mastic&intumescent fue-resistance costings 1705.15 •Exterior insulation&finish systems(EIFS) 1705..16 •Fire-distance penetrations and joints 1705.17 0 Penetration firestops 1705.17.1 13 Fire-resisumt joint systems 1705.171 ❑Testing for smoke control 1705.18 0 Testing Scope 1705.18.1 Pape 4 of 4