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Home My WebLink AboutCOM2021-00001 Building Genorator - COM Inspections - 11/26/2024 r INSPECTION CARD Mason County 615 W. Alder St. Bldg. 8, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# COM2021-00001 PROJECT ADDRESS 2321 W Dayton Airport Rd Shelton, WA 98584 PARCEL# 420090060000 PROJECT DESCRIPTION INSTALL NEW STANDBY POWER GENERATOR BUILDING OWNER STATE OF WASH,DEPT CORRECT WCC ADDRESS DEPT CORRECTNS;PROP UNIT PHONE 360-432-1508 CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments aetback-inspection Rough-Plumbing Inspection J� ti•L9 L Footing Inspection ,172 L�j- 2 Mechanical Inspection TL (0 2ej (Jw /S flw Foundation Wall-Pre-Pour )1L P14 �[tp Insulation Inspection Shearwall Inspection BLD-FinalInspection )TL ( Framing Inspection j-T?- I to-15 Z Fire Marshal Final SLR v �2&V) 7G55 lG. llac(S C�3J 55 `� a�S- sec�a1 n�ST e�0 n -�d Sz -kfb t licL�cvea� J�1—(I-Z-4( J 1 C— A �w Page 1 of 1 %==K t..11 an & Associates, Inc. Field Geotechnical Engineering a, Environmental Engineering Report NO.:10622055912022PS Construction Testing and Inspection DATE: 9/l/2022 Set Count: CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers+Switches INSPECTOR: Penn Seely LOCATION: 2321 West Dayton Airport Rd JURISDICTION: WCC KA P.M.: WM WEATHER: Overcast TEMP:59°F This Krazan and Associates,Inc.inspector was on site at the generator building for special inspection of reinforcement at the slab apron surrounding the(2)tank slabs. We reviewed the Integris Arch/Hargis Engineers detail 6/S3.01 Fuel Tank Foundation Slab.The contractor has#4 @ 12"OC EW,on 3"concrete dobies.The concrete cover at bottom and sides of the monolithic footing conform to the requirements of structural drawings.There is an expansion joint material surrounding the tank slabs.The control joints at the tank slab comers have every other bar cut. Reviewed By: Ge-0.4'`� Ft� ASTM Test#: Asset Numbe s : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood(425)485-5519 •Poulsbo(360) 598-2126 • Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be n1 roduced in any format without the written permission of the client and Kratan&Associates.This report indicates our inspectors observation and testing results based on site conditions and contrador actiaitics.This information is subject to miew prior to final subrttitlal.By signing this repots our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested MASON COUNTY 615 W.Alder St. Bldg 8,SHELTON,WA 98584 SHELTON: 360-427-9670, EXT 352 f COMMUNITY SERVICES BELFAIR: 360-275-4467, EXT 352 Building Planning,Environmental Health,Community Healdi 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/bld-inspection. p Permit Number COM2021-00001 Date Issued 01/12/2022 Issu�iy Project INSTALL NEW STANDBY POWER GENERATOR BUILDING 4 Site Address 2321 W Dayton Airport Rd Applicant STATE OF WASH;DEPT CORRECT WCC 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 Department Building Official: Community Services Designee Concrete Setbacks Slab Footing Perimeter Point load Footing 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 Manufactured Setbacks Setup Home Concrete Foot/ Runners Final Other ]r*#:razan GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTIONS November 19, 2024 KA Project No.: 10622055 Joshua Luck Email:jluck@masoncountywa.gov Mason County(Deputy Building Official) Phone: 360-427-9670 3670 W Dayton Airport Rd Shelton,WA 98584 Project: 18-318 WCC Xers and Switches 2321 West Dayton Airport Rd. Shelton, WA 98584 Subject: Final Special Inspection Letter Mason County Permit No.: COM2021-00001 Dear Mr. Luck, In response to the request and authorization of Young Kim representing WA State Department of Enterprise Services, Krazan &Associates has provided special inspection and related construction materials testing services for the 18-318 WCC Xers and Switches project located at 2321 West Dayton Airport Rd., in Shelton, WA 98584. Our services were performed by our staff from February 2, 2022 through under the supervision of a State of Washington registered engineer. Our observations were documented in our inspector's daily field reports which have been submitted the owner, structural engineer of record, contractor, and the Mason County building department. Krazan provided special inspection for the following types of construction at the project site: 1705.2-Steel Construction 1705.3-Concrete Construction 1705.6-Soils In accordance with Chapter 17 of the 2015 International Building Code,the work requiring special inspection was performed in conformance with approved plans and applicable standards of workmanship at the time of completion. Limitations We have performed our services in a manner consistent with the standard of care and skill ordinarily exercised by forms of our type practicing under similar conditions at the time and locality our inspection was performed. Please recognize that construction monitoring is a technique employed to reduce the risk of problems arising during construction. Provision of construction monitoring by Krazan &Associates personnel is not insurance, nor does it guarantee the construction of any type. In all cases the contractor shall retain sole responsibility for the quality of their work, adhering to the approved project plans and specifications and for repairing any defects, deficiencies or omissions, regardless of when they are found. Our services were limited to the work documented in our reports. We do not undertake the guarantee of construction or completion of a completed project conforming to the plans and specifications. No warranty expressed or implied. Krazan Closing We trust that this report is sufficient to meet your needs and appreciate the opportunity of working with you on this project. Should you have any questions, comments or if we may be of additional service to you, please feel free to contact us at your convenience. Respectfully submitted, Krazan &Associates, Inc. David Digi ally signed by David Wngh DN.cn=David Wnght,-i c=Kc-an&Associates,Inc., Wright eo =d n,ad=dabovi1ht ilavidwnght@kr4zan.com Data 2024.11.19 12:21:45-1 David Wright P.E. Operations Manager Olympic Peninsula Division y� Page 1 of 1 teMEVML ;KMZan&Associates, lnc. Field Geotechnical Engineering-Environmental Engineering Report NO.: 10622055462022JH Construction Testing and Inspection DATE: 4/6/2022 Set Count: CONTRACTOR: Rotschy's PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches Northest INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd. Shelton,WA JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: Clear TEMP:53'F At the request of Jerry representing Rotschy's,I arrived on site at 18-318 WCC Xers&Switches at 10:00 am to perform field reinforcing steel inspection for the Floor Trench at gridline 1.6-1.8/C.2-F.8 and perform concrete testing in accordance with ASTM C1064,ASTM C172,ASTM C143,ASTM C231 and ASTM C 31 for for the 10"Concrete Perimeter Stem Wall at grid lines 1-2/A-G and the Floor Trench grid lines above.Upon arrival I notified the DOC and Jerry that I was onsite,I was issued a badge to be onsite.I performed a review of the approved drawings prepared by Robert W.Graper with Hargis Engineers,Inc.and the approved mix design(1240AF).After my review of the approved project documents I made general site observations regarding areas to be inspected.During my inspection I observed the bar size,bar grade,bar spacing,lap lengths,corner bars and concrete cover.The reinforcing steel inspected for the Floor Trench at gridline 1.6-1.8/C.2-F.8 was in general accordance with the provided structural drawings at various locations.Concrete was batched by Mile Sand and Gravel, Plant#208.20 yards of Mix Id 1240AF were ordered today.Concrete was placed using a Brundage Bone Concrete Pumping boom truck.Contractor consolidated the concrete using an electric concrete vibrator and by hand.See concrete report 10622055CR04062022JH.Specimens were left onsite for initial curing. John"Jeff' Reviewed By: Huffmyer ASTM Test#: Asset Numbers To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: ✓J �its Offices Serving the Western United States Lynnwood(425)485-5519 - Poulsbo (360) 598-2126 - Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any formes without the written permission of the client and Kraran$Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report.our inspector does not accept responability for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. CONCRETE —Kr,azan&Associates, Inc. REPORT NO.: 10622055CRO40622JH Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 4/6/2022 CONTRACTOR: Rotschy's PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches-Northeast Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd.Shelton,WA JURISDICTION: Mason County/DOC KA P.M.: Wes Mahan WEATHER: Clear TEMP: 53F Field Data Reported Batch DATA Concrete: X Other: na Cement Type Supplier: Miles Sand and Gravel Plant No.1 208 Site Mix: na Design Actual Slump Mix Air Unit mx No. 1240AF 1240AF Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem.Lbs. 451 448 110:20aml 1081 1 175656 1 4.2 1 4 1 62° 1 53° 1 nt F.Ash lbs. 113 113 C.Agg.Los 1550 1561 C.Agg.Lbs 350 351 C.Agg.Lbs Placement Area sane Ibs 1260 1252 Location: Generator Building Perimeter Walls at grid lines 1-2/A-G and Floor weter 237 205lbs Trench at gridline 1.6-1.8/C.2-F.8.Specimens cast at 1/A. Adrxture M len 17 Admixture Admixture Air Ent. MBAE 6 c0./c.a) 90 Water Added On Job Site Remarks: Specimens left on site for initial curing. (Gals.) 1s Field Test ASTM Method Please Refer To Field Repot Number: 10622055DFRO4062022JH C172 C143 C138 C1064 C231 ✓ Inspector:Inspector:1 Jeff Huffmyer C31 Other Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: Cyl. Test Field M. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By TYP ASTM C39 4/13/22 7 ASTM C109 5/4/22 28 ASTM C617 5/4/22 1 28 1 ASTM C1231 5/4/22 28 ASTM C1019 H OTHER Test Results Remarks: Results Reviewed By: d Date: ��II i --F Codes for Break Types: x I I f U 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02a22018 Lynnwood(425)485-5519•Poulsbo(360)598-2126• Tacoma(253)939-2500 rro ov°nmm°�.+a•e�nr r.°•n.wwm w m.m a.w.•or e•a•n..a�r a x mroe..a°�n amr.w•a...m,o�..m a e.s•n.a w•�a a..ods.m.r•••rt i.e�..d..•,aor.m.«r.m,.,a mere r..ar epee m.k mdlta..ra axtr•:V aVM�.TH•nMnaim s.wi•a a reww pvro erl•Wrrilul.By•poop xrY npvt ar n•pecmr°os rn•cc•M n�tiaY ra.rgava rsJLL Tne..°e Iaan�Gm Ir.h•n pa.Eetl by ana.m•Ne. Page 1 of 1 i..M.1 Clwan&A s s o c i a t e s, I n C. Field Geotechnical Engineering•Environmental Engineering Report NO.: 10622055DFR4272022GF-2 Construction Testing and Inspection DATE: 4/27/2022 Set Count: 2 CONTRACTOR: Northeast Electrical,LLC. PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches Northeast INSPECTOR: Geoffrey Fisher LOCATION: 2321 West Dayton Airport Rd.Shelton JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: No precip TEMP:461 F As dispatched,I arrived on site and met with project superintendent,Kent,we discussed today's required inspection activities, which involved a rebar inspection of the first-floor foundation and concrete pour/sampling for the Nitrogen Tank Enclosure slab,compaction testing of backfill in the electrical trench,and a concrete pour for the electrical trench. I reviewed the plans and inspected the rebar placement in the generator pad forms.Based upon my observations,I determined that the installation of the steel reinforcement was performed in substantial conformance with the plans and specifications. Approximately 10.75 CY of 4000psi mix ID 1240AF was supplied by Miles Sand and Gravel,and delivered by revolving drum mixer truck. The truck discharged the concrete directly into the slab forms via truck chute. The concrete was tested for slump,temperature,air content and five sample cylinders were cast on site. The samples were placed in a Krazan company curing cooler and left on site for the initial cure. Refer to Concrete Report 10622055CR4272022GF-1 for test result data. Approximately 10.5 CY of 3000psi mix ID 01450C duct bank mix was supplied by Miles Sand and Gravel and delivered by revolving drum mixer truck,which discharged the concrete directly into the duct bank(electrical)trench.The concrete was tested for slump and temperature,and five sample cylinders were cast on site.The samples were placed in a Krazan company curing cooler and left on site for the initial cure. Refer to Concrete Report 10622055CR4272022GF-2 for test result data. Several soil compaction tests were completed with a Troxler Model 3430 Moisture Density gauge on the native backfill and crushed surface top course for the electrical conduit trench.The tests revealed that the compaction of the soil materials met the 95%of maximum dry density requirement. Refer to Soil Compaction Report 10622055SCR4272022GF for the test result data. Reviewed By: 4.d l�wf//LQiL ASTM Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: 1Lt._ G. Fisher,Krazan and Associates, Inc. Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The information proaided on this report is prepared for the exclusive use of the client.This report may not be reproduced in my format without the written permission of the client and Krman At Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor actitities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of result-The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. N CONCRETE - t%xazm&A s s o c i ate s, Inc. REPORT NO.: 1062205SCRO42722-GF-1 Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection DATE: 4/27/2022 CONTRACTOR: Northeast Electrical PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches INSPECTOR: Geoffrey Fisher LOCATION: 2321 West Dayton Airport Road,Shelton JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: No precip TEMP: 46° Field Data Reported Batch DATA Concretel 1240AF Other: N/A Cement Type IL Supplier:1 Miles Sand and Gravel Plant No. 206B j Site Mix: N/A Design Actual Slump Mix Air Unit Mix No. 1240AF 1240AF Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Co..Lbs. 451 450 10615hrsi 1153 1 290935 1 5.3 1 5.25 60° 46° F.Ash it. 113 113 C.Agg.Lbs 1550 1548 C.Agg.Lbs 350 355 C.Agg.Lbs - - Placement Area send iw 1260 1334 Location: Nitrogen Tank Enclosure slab forms. Water 237 227 Adnvrture 17 17 Adnxture - - Admixture - - Air Ent. 7.0 7.0 (Oz/c%wt) Water Added On Job Site Remarks: Air entrainment:MAIR AE90. (Gals.) 10 Field Test ASTM Method Please Refer To Field Repot Number: 10622055DFR4272022GF C172 C143 C138 C1064 C231 Inspector: Geoffrey Fisher 2 1 Other H--- Laboratory Data Design Strength:14000psi @ 28 days Date Specimens Rec'd: Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 5/4/22 7 ASTM C109 5/25/22 28 ASTM C617 5/25/22 28 1 1 ASTM C1231 5/25/22 28 ASTM C1019 H OTHER Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: E 1 E2E 03 S4 5 6 Offices Serving The Western United States Concrete Report Effective 12M 52020 Lynnwood(425)485-5519 e Poulsbo(360)598-2126 e Tacoma(253)939-2500 Tb.vm.+u.e wwa.e m w.ten.>wea mr nb ezwK..a ue dea.rd..Y rcr�r�m,c.e m..,ramr wue.erwue°.rem am ir+oe wm a�a°xe..n+.eo.rt:mr�e.d.v.p.eer.m.e�.a u.mo�a e..d m.r ewrarx fare rra oen.. .rsw«.n..:Nan.em.wp:+m n.w m.r m ni.nm°mr.ev w+ro m.wacrt.w..o.er<aa.ra rc.a n.p.r.earr>.fary a n�.rx.w.tiram�m r e..cr�.a ev air.m w. Page I of 1 !=2Kmza l&Associates, Inc. Field Geotechnical Engineering. Environmental Engineering Report NO.: 106220554192022PS Construction Testing and Inspection DATE: 4/19/2022 Set Count: CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: COM2021-00001 PROJECT: 18-318 Xers and Switches WCC INSPECTOR: Penn Seely LOCATION: 2321 West Dayton Airport Rd JURISDICTION: Mason Co KA P.M.: DW WEATHER: overcast TEMP:42'F This Krazan and Associates,Inc.inspector was on site for special inspection of reinforcing steel for the(2)generator pads and the pad for the nitrogen tank enclosure. We met with the contractor who provided the Mason Co permit and the Hargis Engineering structural drawings.We inspected the(2)generator pads at lines 1.5 to 2,and D to E,and E to F.These are in conformance with detail 5/S3.01. We also inspected the nitrogen tank enclosure pad at 8'south of line A,at 1.2 to 1.8 lines approximately.The reinforcement for this pad conforms to detail 8/S3.01 David � PK. Reviewed By: Wright ' - ASTM Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: pe,vu�Seet cj Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client-This report may not be reproduced in any formal without the sviittcn permission of the client and Krvan&Associates.This report indicates our inspectors obs stion and testing results based on site conditions and contractor activities.This information is subject to mim prior to fmal submittal.By signing this report.our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. Page 1 of 1 itrAcman&Associates, Inc. Field Geotechnical Engineering•Environmental Engineering Report NO.:106220554252022JH Construction Testing and Inspection DATE: 4/25/2022 Set Count: CONTRACTOR: Northeast Electic/Rotschy's Inc. PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches-NE Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd. Shelton,WA JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: Partly Cloudy TEMP:55 At the request of Kent representing Northeast Electric,I arrived on site at 18-318 WCC Xers&Switches at 10:00 am to perform field concrete testing for the Electrical Duct Bank 60' S.of Vault MHB to 15'N.of MH2 and perform field density testing for the structural fill and CSTC for the Electrical Duct Banks 50' S.of Vault MHB and 70'N.of MHX to 50'N.of Vault MHW(see SCR for exact locations).Upon arrival I notified Kent that I was onsite.I was issued a badge by the DOC to be present on the site.After my review of the provided project documents I made general site observations regarding compaction testing and concrete placement.The crew placed sifted poorly graded sand w/gravel in lifts for the trench back fill prior to my arrival,the crew had placed and compacted—10 CSTC at the top of trench.Each lift was compacted using a large sled compactor making several passes to compact the material.The crew used an excavator with a grading bucket to opened multiple sections of the CSTC to test the structural fill placed below.In-place density tests were performed in accordance with ASTM D6938 at various locations and elevations,the test results indicated that the fill material placed met or exceeded the minimum requirement of 95%of ASTM D 1557.All test results were verbally communicated to Kent while onsite. See compaction report 10622055SCR04252022JH.Concrete was batched by Miles Sand and Gravel,Plant#208.29 yards of Mix Id 01450C were placed today to the Electrical Duct Bank 60' S.of Vault MHB to 15'N.of MH2.Concrete was placed using the revolving drum mixer truck chute.Contractor consolidated the concrete by hand and tool.See concrete report 10622055CR04252022JH.Specimens were left onsite for initial curing. I met with the Rotschy's foreman Jari;we discussed the scope of work for him today.Field reinforcing inspection for the Nitrogen Tank Enclosure at the east edge of the Generator Building.I performed a review of the approved drawings prepared by Robert W.Graper with Hargis Engineering.I then made general site observations to the area to be inspected.During my inspection I observed the#4 bar size at 12"OC EW,3414 continuous at perimeter,lap lengths,bond breaker at Gen Building stem wall and concrete cover.There was no vapor barrier installed at this slab.I notified the contractor that there was inadequate concrete coverage along the north edge of slab,the contractor corrected the issue prior to leaving the site.The reinforcing steel inspected for the Nitrogen Tank Enclosure was in accordance with the provided structural drawings at various locations.HSS bolts were in place w/10"embed. Reviewed By: STM Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: J, Offices Serving the Western United States Lynnwood(425)485-5519 - Poulsbo (360) 598-2126 - Tacoma(253) 939-2500 The information prodded on this report is prcpwed for the exclusive use of the elient.This report may not be reproduced in any format without the«Tien permission of the client and K—&Associates.This report indicates our inspeetors observation and testing results based on site conditions and contractor setirities.This information is subject to review prior to final submittal.By signing this resort ow inspector does not accept responsibility for validity of results.The same information has been pre%-ided by others on site.The test results apply only to the specific locations,and items inspected or tested. CONCRETE -Kr,aZan&Associates, Inc. REPORT NO.: 10622055CRO42522.1H Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 4/25/2022 CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches-Northeast Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd.Shelton,WA JURISDICTION: Mason County/DOC KA P.M.: Wes Mahan WEATHER: Partly Cloudy TEMP: 55° Field Data Reported Batch DATA Concrete: X Other: na Cement Type I IL LAFR-T1L Supplier: Miles Sand and Gravel Plant N..1 Site Mix: na Design Actual Slump Mix Air Unit Mix No. 01450C 01450C Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem.Lbs. 423 424 12:05 pm 1176 1 175785 1 NT 1 3.5 1 60° 1 55° 1 NT F.Ash lbs. C.Agg.Lbs 1560 1555 C.Agg.Lbs 300 299 C.Agg.Lbs Placement Area Send gs 1510 1498 Location: Electrical Duct Bank 60'S. of Vault M H B to 15' N.of MH2. Water 283 247 Specimens cast 80'S. of Vault MHB. Adrnirture Adrrirture Adrrirture Air Ent. (Oz/cwt.) Water Added On Job Site Remarks: Specimens left on site for initial curing. (Gals.) Field Test ASTM Method Please Refer To Field Repot Number: 10622055DFRO4252022JH C172 C143 H C138 C1064 C231 Inspector: Jeff Huffmyer C31 Other Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: Cyl. Test Field wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 5/2/22 7 ASTM C109 5/23/22 28 ASTM C617 5/23/22 28 1 1 ASTM C1231 5/23/22 28 ASTM C1019 H OTHER Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: N\ 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02r=018 Lynnwood(425)485-5519 •Poulsbo(360)598-2126• Tacoma(253)939-2500 mwv.w miaeo�.cera..Tn.vnu°rr°m s ncAn ro.u.+am.m mr wa,.w.er w�a e.nnm,w ti.n:roer a°..m ec.°r ie.P..e1p a rmy°r n.ra.ine.rro Inbn�m it°e.n aw°.e M firer.m ue� Page 1 of 1 (17azM &Associates, I nc. Field Geotechnical Engineering . Environmental Engineering Report NO.:106220554132022JH Construction Testing and Inspection DATE: 4/13/2022 Set Count: CONTRACTOR: Northeast Electic/Rotschy's Inc. PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches-NE Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd. Shelton,WA JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: Lt.Rain/snow TEMP:350 F At the request of Kent representing Northeast Electric,I arrived on site at 18-318 WCC Xers&Switches at 10:00 am to perform field concrete testing for the Electrical Duct Bank 50'N.of Vault NM to 150' S.of Vault NM and perform field density testing for the structural fill and CSTC for the Electrical Duct Banks between Vault MHY and 50'N.of Vault MHX. Upon arrival I notified Kent that I was onsite.I was issued a badge by the DOC to be present on the site.After my review of the provided project documents I made general site observations regarding compaction testing and concrete placement.The crew placed sifted poorly graded sand w/gravel in lifts for the trench back fill prior to my arrival,the crew had placed and compacted—10 CSTC at the top of trench.Each lift was compacted using a large sled compactor making several passes to compact the material.The crew used an excavator with a grading bucket to opened a section of the CSTC at MHY to test the structural fill placed below.In-place density tests were performed in accordance with ASTM D6938 at various locations and elevations,the test results indicated that the fill material placed met or exceeded the minimum requirement of 95%of ASTM D1557.All test results were verbally communicated to Kent while onsite.See compaction report 10622055SCR04132022JH1. Concrete was batched by Miles Sand and Gravel,Plant#208.31 yards of Mix Id 01450C were placed today to the Electrical Duct Bank 50'N.of Vault MHX to 150'S.of Vault NM.Concrete was placed using the revolving drum mixer truck chute. Contractor consolidated the concrete by hand and tool.See concrete report 10622055CR04132022JH.Specimens were left onsite for initial curing. I met with the Rotschy's foreman Jari;we discussed the scope of work for him today.The crew had placed and compacted the sifted structural fill for the Generator Building SOG prior to my arrival.The crew utilized and excavator with a sifting bucket to place and level the material.The crew used a large sled compactor to compact the lifts placed.I performed field density testing for the structural fill at grid lines 1.2/F.5, 1.8/F.5, 1.2/C.8 and 1.8/C.8.In-place density tests were performed in accor- dance with ASTM D6938 at various locations,the test results indicated that the fill material placed met or exceeded the mini- mum requirement of 95%of ASTM D 1557.All test results were verbally communicated to Jerry while onsite.See com- paction report 10622055SCR04132022JH2.They crew will place the cap break next. John"Jeff' = Reviewed By: Huffmyei ASTM Test#: Asset Numbe s : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Su erintendent/Re resentative: Technician: . l Offices Serving the Western United States Lynnwood(425)485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The information prodded on this report is prepared for the caclusivc use of the client.This report may not be reproduced in my format without the written permission of the client and Kraran dt Associates.This report indicates our inspectors obs ation and testing results based on site conditions and contractor activities.This information is subject to review prior tofinal submittal.By signing this report,our inspector does not accept responsibility far validity of results.The same information has been provided by others on site.The test results apply onh to the speck locations,and items inspected or tested. - CONCRETE —`11� az&i&Associates, Inc. REPORT NO.: 1062205SCRO41322JH Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 4/13/2022 CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches-Northeast Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd.Shelton,WA JURISDICTION: Mason County/DOC KA P.M.: Wes Mahan WEATHER: Lt. Rain/snow TEMP: 35° Field Data Reported Batch DATA Concrete: X Other: na Cement Type 1IL LAFR-TIL supplier:1 Miles Sand and Gravel Plant No. 208 site Mix: na Design Actual Slump Mix Air Unit Mix No. 01450C 01450C Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Can Lbs. 423 425 12:20 pm 1153 1 175719 1 nt 1 3.5 1 60° 35° nt F.Ash lbs. C.Agg.U. 1560 1563 C.Agg.Lbs 300 301 C.Agg.Lbs Placement Area send lb. 1510 1510 Location: Electrical Duct Bank 50' N. of Vault MHX to 150'S.of Vault MHX. water 283 250 Specimens cast 10' N.of Vault MHX. Admxture Adm xture Admixture Air Ent. (oz/cV ) Water Added On Job Site Remarks: Specimens left on site for initial curing. (Gals.) Field Test ASTM Method Please Refer To Field Repot Number: 10622055DFRO4132022JH C172 C143 C138 C1064 C231 Inspector:Inspector:1 Jeff Huffmyer C31 other Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: Cyl. Test Field wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 4/20/22 7 ASTM C109 5/11/22 28 ASTM C617 5/11/22 28 1 ASTM C1231 5/11/22 28 ASTM C1019 H OTHER Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: '\ 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02Q2/2018 Lynnwood(425)485-5519 e Poulsbo(360)598-2126 e Tacoma(253)939-2500 rK immruem emwea m��.n.wb w me ma.we u.e m eK aiay..m m.y b e.rm.eaucsa in..r namr vtn°nK wnen c�.�a me cwy.a wean a�..ars.t>.a r.°en.durs m`.°.e°rs°e.avmn.e Haan°nsin.ewe m ws cakMvs na mvrcn°r tiMis.Tlv.nnanmm w nbjecl b iewewP�b M1ul.bnebl.eY.pMnY Ms npaK°+tip°as mt rcen�V��Y b vrieM°n�.TM vase Inf nr Mn pwa.J W arras m Ne. Page 1 of 1 K(zan&Associates, Inc. Field AirUilas Geotechnical Engineering.Environmental Engineering Report NO.:10622055452022JH Construction Testing and Inspection DATE: 4/5/2022 Set Count: CONTRACTOR: Rotschy's PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches Northest INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd. Shelton,WA JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: Overcast TEMP:51'F At the request of Jerry representing Rotschy's,I arrived on site at 18-318 WCC Xers&Switches at 1:00 pm to perform field reinforcing steel inspection for the 10"Concrete Perimeter Stem Wall at grid lines 1-2/A-G.Upon arrival I notified the DOC and Jerry that I was onsite,I was issued a badge to be onsite.I performed a review of the approved drawings prepared by Robert W.Graper with Hargis Engineers,Inc.After my review of the approved project documents I made general site observations regarding areas to be inspected.During my inspection I observed the bar size,bar grade,bar spacing,lap lengths, corner bars and concrete cover.Identified inadequate concrete coverage at grid line 2/A,the rebar was adjusted to create adequate coverage by the end of the inspection. The reinforcing steel inspected for the 10"Concrete Perimeter Stem Wall at grid lines 1-2/A-G was in general accordance with the provided structural drawings at various locations.I was notified that the rebar for the Floor Trench would not be completed by the end of my inspection.This area will need to be inspected 4/6/22 prior to concrete placement. John"Jeff' Reviewed By: Huffmyer ASTM Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood(425)485-5519- Poulsbo (360) 598-2126 - Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format mithout the-mate permission of the client and Kmmn&Associates.This report indicates our inspectors obsm ation and testing results based on site conditions and contractor activities.This information is subject to ne im prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of rosults.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. Page 1 of 1 UKfuzan8,Associates, Inc. Field Geotechnical Engineering. Environmental Engineering Report NO.:10622055482022JH Construction Testing and Inspection DATE: 4/8/2022 Set Count: CONTRACTOR: Rotschy's PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches Northeast INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd.Shelton,WA JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: Clear TEMP:53'F As dispatched,I completed the scheduled concrete specimen pick up. Specimens were cast by JH 4/6/22.5-4"x8"specimens were retrieved from an insulated cure box from the site,they did not appear to be tampered with.They were secured and transported to the Krazan and Associates,Inc. lab in Poulsbo,WA. John"Jeff' Reviewed By: Huffmyer =-~ ASTM Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood(425)485-5519• Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report rosy not be reproduced in my formal without the written pcmission of the client and Kmreo At Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to fuel submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. Page 1 of 1 1QT=Kmzan&Associates, Inc. Field Geotechnical Engineering-Environmental Engineering Report NO.:10622055DFR3232022RR Construction Testing and Inspection DATE: 3/23/2022 Set Count: CONTRACTOR: Rotschy Inc PROJECT#: 10622055 PERMIT#: PROJECT: 18-318-WCC Xer&Switches-Northeast INSPECTOR: Rafi Rahimi LOCATION: 2321 West Dayton Airport Rd, Shelton, JURISDICTION: :Mason County KA P.M.: Wes Mahan WEATHER: Rainy TEMP:59'F 1 arrived onsite to pick up one set of five (5)4"x8" concrete compressive strength test cylinders previously cast by David Wright on March 22, 2022. The cylinders were onsite in an insulated cure box, and did not appear to have been moved or tampered with. I transported the cylinders to the Poulsbo lab for standard curing and future compressive strength testing. For details and break dates, see concrete report 10621206CR03222022DW. David °" " Reviewed By: Wrl ht �mE`7_4, A S T M Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: G- Offices Serving the Western United States Lynnwood(425)485-5519- Poulsbo (360) 598-2126 - Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Kraun&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to fmal submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. Page 1 of 1 ._—Kr an&A s s o c i a t e s, I nc. Field Geotechnical Engineering*Environmental Engineering Report NO.: 10622055DFR552022RR Construction Testing and Inspection DATE: 5/5/2022 Set Count: CONTRACTOR: Rotschy Inc PROJECT#: 10622055 PERMIT#: PROJECT: 18-318-WCC Xer&Switches-Northeast INSPECTOR: Raf.Rahimi LOCATION: 2321 West Dayton Airport Rd,Shelton, JURISDICTION: :Mason County KA P.M.: Wes Mahan WEATHER: Rainy TEMP:59'F A arrived onsite to pick up one set of six(6)4"x8" concrete compressive strength test cylinders previously cast by Geoffrey Fisher. The cylinders were onsite in an insulated cure box, and did not appear to have been moved or tampered with. I transported the cylinders to the Poulsbo lab for standard curing and future compressive strength testing. For details and break dates, see concrete report 106212205 5 CR050522022GF. Reviewed By: ASTM Test#: Asset Numbers : To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: �_�z � Offices Serving the Western United States Lynnwood(425)485-5519• Poulsbo(360) 598-2126 • Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may cot be reproduced in any format without the written percussion of the client and Kraean At Associates.This report indicates our insp ctors observation and testing results based on site conditions and wohactor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested z6ce--A "+G &Associates, Inc. CONCRETE GEOTECHNICAL ENGINEERING-ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION REPORT NO.: 10622055CRO4062022-JH DATE: Wednesday, April 6, 2022 CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: N/A PROJECT: 18-318 WCC Xers &Switches-Northeast INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Airport Rd Shelton, WA JURISDICTION: DOC KA P.M.: David Wright WEATHER: Clear TEMP: 53 ° Field Data Reported Batch DATA Concrete: x Other Cement Type 1 1/11 Design Actual Supplier: Miles Sand&Gravel Plant No. 208 Site Mix: Mix No. 1240AF 1240AF Cem lbs. 451 448 F.Ash lbs 113 113 Time Truck# Ticket# %Air Slump Inch Mix Temp(F) Air Temp(F) Unit Weight C.Agg.Lbs. 1550 1561 10:20 AM 1081 17S656 4.5 4 62° 53° C.Agg.Lbs. 350 351 C.Agg.Lbs. Sand lbs. 1260 1252 Placement Area Water 237 20SIbs Location: Generator Building Perimeter Walls at grid lines 1-2/A-G and Floor Admixture Mglen 17 Trench at gridline 1.6-1.8/C.2-F.8 . Specimens cast at 1/A. Admixture Admixture Air Ent. MBAE 90 6 OZ/cwt Water Added On Job Site Remarks: Specimens left on site for initial curing. (Gals.) 15 Field Test ASTM Method Please Refer To Field Report Number: 10622055DFRO4062022JH C143 [] C138 ❑ C1064 [] C173 ❑ C31 Q C231 Inspector: Jeff Huffmyer C172 [] Other ❑ Laboratory Data Design Strength 4000 @ 28 days Date Specimen Rec'd 4/7/2022 Cyl. Test Field Dia. Break Test Method Code Date Cure Age (in) Area C.F. Max Load Comp.Str,(psi) Set# Tested By Type ASTM C39 Z0788 4/13 7 4.00 12.57 53805 4280 ° KO 3 ASTM C109 ❑ Z0788 5/4 28 ASTM C617 ❑ Z0788 5/4 28 ASTM C1231 Z0788 5/4 28 ASTM C1019 ❑ Z0788 OTHER ❑ Test Results ❑Conforming Remarks: ❑ Non Conforming Results Reviewed By: Date: 4/14/2022 Codes for Break Type ® ❑ �® ® ❑ ❑� ❑ 1 2 3 4 5 6 Offices Serving the Western United States Lynnwood (425) 485-5519 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 Concrete Report Revision 11 Effective 02/11/2013 The information provided on this report is prepared for the exclusive use of the client.This report mat not be reproduced in any format without the written permission of the client and Krazan&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.The same information has been provided by others on site.The test results apply only to the specific locations and Items Inspected or tested. jj<�W &Associates, Inc. CONCRETE GEOTECHNI CAL ENG I NEERING-ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION REPORT NO.: 10622055CRG42022-GF-1 DATE: Wednesday,April 20, 2022 CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: N/A PROJECT: 18-318 WCC Xers &Switches-Northeast INSPECTOR: Geoffrey Fisher LOCATION: 2321 West Dayton Airport Rd Shelton, WA JURISDICTION: DOC KA P.M.: David Wright WEATHER: Overcast. No Precip TEMP: 47 ° Field Data Reported Batch DATA Concrete: 12400E Other Cement Type 1/11 Design Actual Supplier: Miles Sand and Gravel Plant No. 208 Site MIX: n/a Mix No. 1240OF 1240OF Cem lbs. 4S1 453 Time Truck q Ticket t7 %Air Slump Inch Mix Temp(F) Air Temp(F) Unit Weight F.Ash Ibs 113 113 C.Agg.Lbs. 1550 1537 8:02am 1081 175753 N/A 5 64- 50° N/T C.Agg.Lbs. 350 354 C.Agg.Lbs. Sand Ibs. 1380 1462 Placement Area Water 2S0 230 Location: Generator Pad forms (Interior). Admixture 34 34 Admixture Admixture Air Ent. OZ/cwt Water Added On Job Site Remarks: (Gals.) lz Field Test ASTM Method Please Refer To Field Report Number: 10622055DFRO4202022GF C143 0 C138 ❑ C1064 C173 ❑ C31 ❑ C231 ❑ Inspector: Geoffrey Fisher C172 ❑ Other ❑ Laboratory Data Design Strength 4000 @ 28 days Date Specimen Rec'd 4/21/2022 Cyl. Test Field Dia. Break Test Method Code Date Cure Age (in) Area C.F. Max Load Comp.Stir,(psi) Set# Tested By Type ASTM C39 E] Z0822 4/27 7 3.99 12.50 57530 4600 KO 2 ASTM C109 ❑ 5/18 28 3.98 12.44 80910 6500 LF 3 ASTM C617 ❑ 5/18 28 3.98 12.44 82270 6610 LF 3 ASTM C1231 5/18 28 3.98 12.44 74420 5980 LF 3 ASTM C1019 ❑ OTHER ❑ Average Compressive Strength @/ 28 days=6360 psi Test Results Conforming Remarks: I ❑ Non Conforming Results Reviewed B ad_ Date: Mav 19 2022 Codes for Break Type ® ❑ m ® ❑ ❑❑ ❑ 1 2 3 4 5 6 Offices Serving the Western United States Lynnwood (425) 485-5519 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 Concrete Report Revision 11 Effective 02/11/2013 The information provided on this report is prepared for the exclusive use of the client.This report mat not be reproduced in any format without the written permission of the client and Kraxan&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.The same information has been provided by others on site.The test results apply only to the specific locations and items inspected or tested. COMPACTION ill CZ;a1&As so c i ate s, Inc. REPORT NO.: 10622055SCR042722-GF Geotechnical Engineering-Environmental Engineering Construction Testing and Inspection DATE: 4/27/2022 CONTRACTOR: Northeast Electrical PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xer Switches INSPECTOR: Geoffrey Fisher LOCATION: 2321 West Dayton Airport Rd., Shelton JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: No precip TEMP: 52 ASTMSAR 6938ENSOMETER ❑ ASNM D115 6 SADCONE ❑ OTHER LOCATION MAP 0 Paved Areas: O Building Pad(s) 0 Utility: Electrical Conduit trench Q Other: Unified Soils Maximum Dry Optimum Density/Rice p Curve Classification or Description Moisture 038 Native 129.1 5.6% 036 CSTC 142.0 8.3% BFG: Below Finished Grade DT: Direct Transmission MODE& DENSITY REQUIRED TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACTION COMPACTION 1 16"BFG Electrical Trench Y0383 DT-6 122.4 6.0% 95% 95% 2 36"BFG Electrical Trench Y0383 DT-6 122.0 6.5% 95% 95% 3 FG Electrical Trench Y0361 DT-6 134.3 5.3% 95% 95% EQUIPMENT NO.: 26441 This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events.The compaction DAILY AVERAGE STANDARD DENSITY COUNT: 1801 tests were performed at the approximate locations and elevations shown, DAILY AVERAGE STANDARD MOISTURE COUNT: 683 and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others.Our firm does not Reviewed By: (�{J guarantee earthwork or paving construction, nor does our work relieve the Q� contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge,the above WAS performed in accordance v✓ith the approved plans,specifications and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Geoffrey Fisher Staff Engineer Offices Serving the Western United States Compaction Report Effective 12/15/2020 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The irtfor won provided oo this report is prepared for the exclo, a of the clirnt.Ttus repon mad not be reproduced in vtt fmmot without the u Itar pertnissi n of the client end Kr—&Associates.This report ml—,our t,,spmtors ob—tioo and testing r Wts based site wndnimss and contractor a<tivibes.This mfortnatron is sub)«t to muu'prior to(wl submittal.B�'signing this report.our uu-p«wr dots nut accept responsibiliry for validity of resWts.The same informatwn has heed prodded q'others oo sne.The test oeMts apply odv toithe sp«ifc 1—tibons,and itws inspected or tested Page 1 of 1 CONCRETE � �MI&A s s o c i a t e s, I n c. REPORT NO.: 10622055CRO42722-GF .2 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 4/27/2022 CONTRACTOR: Northeast Electrical PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches INSPECTOR: Geoffrey Fisher LOCATION: 2321 West Dayton Airport Road,Shelton JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: No precip TEMP: 52° Field Data Reported Batch DATA Concrete: 01450C Other. N/A Cement Type IL Supplier: Miles Sand and Gravel Plant No. 2068 Site Mix: N/A Design Actual Slump Mix Air Unit Mix No. 01450C 01450C Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Urn.Lbs. 423 421 11205hrsl 1177 1 290973 1 N/A 1 3.0 1 62 ° 52° N/T_j F.Ash lbs. - - c.AN.Lbs 1560 1565 C.Agg.Lb. 300 304 C.Agg.Lbs - Placement Area Send ib. 1510 1613 Location: Electrical Conduit Trench Water 283 240 Admixture - - Admixture - Admixture ' Air Ent. (oz/mt) Water Added On Job Site Remarks: 11 CY of mix 01450C placed into conduit trench. (Gals.) Field Test ASTM Method Please Refer To Field Repot Number: 10622055DFR4272022GF C172 C143 C138 C1064 C231 Inspector:Inspector:1 Geoffrey Fisher C31 Other Laboratory Data Design Strength: 3000psi @ 28 days Date Specimens Rec'd: Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By TYP ASTM C39 5/4/22 7 ASTM C109 5/25/22 28 ASTM C617 5/25/22 28 1 ASTM C1231 5/25/22 28 ASTM C1019 H OTHER Test Results Remarks: Results Reviewed By: Q,� Date: Codes for Break Types: I a a 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 12/152020 Lynnwood(425)485-5519•Poulsbo(360)598-2126•Tacoma(253)939-2500 TM IWanrb°n orvtled on ttr mpat a neo+ea mtrhe eaawre w of the risR.rtl mry M De nproDuceE in riy ro,r,vt Wen.rhevxlMn Da+as of the tlmt era Kraan S Au°cars.rw reVrr vduW wr i�Mrrs'.abaMon�tl ra.tq iaaJk Gretl m.w °o,aa.�.m�r°.v.e°.n..Tm.�m°.rmm a.°ai.n m R.;...pn m rrm we°.xa.av•4raV e;.iwort,ar�d°n°a.a.p nr°envday ra.eram a rwi.rhe..„e:,ranmer hs ear w�.rl ev arne m ee.. mm COMPACTION <Xa7_ all&Associates, Inc. REPORT li 10622055SCRO42522-JH Geotechnical Engineering.Environmental Engineering Construction Testing and Inspection DATE: 4/25/2022 CONTRACTOR: Northeast Electrical PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers & Switches-Northest Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Airport Rd. Shelton, Wa JURISDICTION: DOC KA P.M.: Wes Mahan WEATHER: Partly Cloudy TEMP: 55F SANDCONE ASTMNUCLS 6938AR ENSOMETER ❑ ASTM D115 6 —1 OTHER LOCATION MAP © Paved Areas Building Pad(s) Utility: Electrcal Line Trench between MHB-MHW Q Other Unified Soils Maximum Dry Optimum Density/Rice Curve Classification or Description Moisture Y0383 Poorly Graded Sand w/Gravel 139.0 6.6% Y0361 CSTC Miles Sand and Gravel 141.3 8.5% 'Areas with high moisture did not show signs of pumping FG= Finished Grade of roadway BFG= Below Finish Grade MODE& DENSITY REQUIRED TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACTION COMPACTION 1 FG Electrical Trench 70' N. of Vault MHX Y0361 DT/10" 139.4 5.1% 99% 95% 2 1.5' BFG Electrical Trench 10' N. of Vault MHX Y0383 DT/12" 133.6 11.1% 96% 95% 3 2' BFG Electrical Trench 40' S. of Vault MHX Y0383 DT/12" 132.1 10.7% 95% 95% 4 FG Electrical Trench 100' S. of Vault MHX Y0361 DT/10" 134.9 5.1% 95% 95% 5 2' BFG Electrical Trench 50' N. of Vault MHW Y0383 DT/12" 131.9 7.9% 95% 95% 6 FG Electrical Trench 70' N. of Vault MHW Y0361 DT/10" 133.8 5.6% 95% 95% 7 FG Electrical Trench 20' S. of Vault MHB Y0361 DT/10" 133.7 4.8% 95% 95% EQUIPMENT NO.: 26441 This testing does not preclude the possibility that the soil or hot mix asphalt DAILY AVERAGE STANDARD DENSITY COUNT: 1801 may be loosened by future construction or rainfall events.The compaction tests were performed at the approximate locations and elevations shown, DAILY AVERAGE STANDARD MOISTURE COUNT: 683 and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others.Our firm does not �� guarantee earthwork or paving construction, nor does our work relieve the Reviewed By: Qti /lei contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge,the above WAS performed in accordance voth the approved plans,specifications and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Jeff Huffmyer, Sr. Special Inspector I L Offices Serving the Western United States Compaction Report Effective 05/082019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The itrformation prodded on this rspon is prepared for the exclusive use of the client This report mdreates our inspectors observation end jesting results based site wnditions and contractor ectirities The test results apply-1, to the specific loeations,and items inspnxed or tested. Page 1 of 1 COMPACTION fl<X2JZan &Associates, Inc. REPORT NO.: 10622055SCRO41322JH Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 4/13/2022 CONTRACTOR: Northeast Electrical PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers & Switches- Northest Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Airport Rd. Shelton, Wa JURISDICTION: DOC KA P.M.: Wes Mahan WEATHER: Lt. Rain/snow TEMP: 35F ASTMS 6938AR ENSOMETER ❑ ASTM D01556 NE ❑ OTHER LOCATION MAP O Paved Areas : Building Pad(s): Generator Building Footing Subgrade O Utility: Electrcal Line Trench N of building to entrance 0 Other: Unified Soils Maximum Dry Optimum Density/Rice p Curve Classification or Description Moisture Y0382 Poorly Graded Sand w/Gravel 139.0 6.6% Y0361 CSTC Miles Sand and Gravel 141.3 8.5% FG= Finished Grade of roadway BFG= Below Finish Grade MODE& DENSITY REQUIRED TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACTION COMPACTION 1 FG Electrical Trench E. of Vault MHY Y0361 DT/10" 135.3 8.4% 96% 95% 2 FG Electrical Trench 25' S. of Vault MHY Y0361 DT/10" 140.2 7.4% 99% 95% 3 10" BFG Electrical Trench E. of Vault MHY Y0383 DT/12" 138.0 6.5% 99% 95% 4 12" BFG Electrical Trench 50' S. of Vault MHY Y0383 DT/12" 135.6 6.9% 98% 95% EQUIPMENT NO.: 26441 This testing does not preclude the possibility that the soil or hot mix asphalt DAILY AVERAGE STANDARD DENSITY COUNT: 1$18 may be loosened by future construction or rainfall events.The compaction tests were performed at the approximate locations and elevations shown, DAILY AVERAGE STANDARD MOISTURE COUNT: 675 and indicate relative compaction at those locations. Horizontal and vertical John "Jeff' . � � T limits of the compacted areas were determined by others.Our firm does not L.. •��^^�=�•^�•^m^ guarantee earthwork or paving construction, nor does our work relieve the Reviewed By: Huffmyer contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge.the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. -7 REMARKS. SuperintendenURepresentative: Technician: Offices Serving the Western United States Compaction Report Effective 05/08/2019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The inform u—prodded-this report is prepared fur the dus s< se of the client.This report mar not be reproduced W any format u hoot the w 1—pmmisst of the eh-a,td Itrazau&Associates.This rq—n Ind,—,our Inspectors obs .U-and«sting results hosed anc condtions and contractor actisrties.This urfor b-is sutl.t I.—prior to(1-b-t.1 By signing this report.our nspector does not accept responsibility for-hdm of results The same information has Ices p—,ded by others on site.The test—W.apply only to the specific locations,end—inspected or tested. Page 1 of 1 COMPACTION XaZan&A s s o c i a t e s, I n c. REPORT NO.: 10622055SCR041322-JH Geotechnical Engineering.Environmental Engineering Construction Testing and Inspection DATE: 4/13/2022 CONTRACTOR: Rotschy's Inc. PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Airport Rd. Shelton, Wa JURISDICTION: DOC KA P.M.: Wes Mahan WEATHER: Lt. Rain/snow TEMP: 35F SANDCONE F71 NUCLEAR ASTM D 938ENSOMETER ❑ ASTM D11556 ❑ OTHER LOCATION MAP O Paved Areas: 0 Building Pad(s): Generator Building SOG Structural Fill O Utility: O Other: Unified Soils Maximum Dry Optimum Density/Rice p Curve Classification or Description Moisture Y0383 Poorly Graded Sand w/Gravel 139.0 6.6% Y0361 CSTC Miles Sand and Gravel 141.3 8.5% FG= Finished Grade of roadway BFG=Below Finish Grade MODE& DENSITY REQUIRED TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACTION COMPACTION 1 —12" BFG Structural Fill at grid line 1.2/F.5 Y0383 DT/12" 137.0 6.6% 99% 95% 2 •-12"BFG Structural Fill at grid line 1.8/F.5 Y0383 DT/12" 133.4 8.1% 96% 95% 3 —12" BFG Structural Fill at grid line 1.2/C.8 Y0383 DT/12" 136.1 6.4% 98% 95% 4 —12" BFG Structural Fill at grid line 1.8/C.8 Y0383 DT/12" 133.3 8.0% 96% 95% EQUIPMENT NO.: 26441 This testing does not preclude the possibility that the soil or hot mix asphalt DAILY AVERAGE STANDARD DENSITY COUNT: 1818 may be loosened by future construction or rainfall events.The compaction tests were performed at the approximate locations and elevations shown, DAILY AVERAGE STANDARD MOISTURE COUNT: 675 and indicate relative compaction at those locations. Horizontal and vertical John "Jeff'_� n� limits of the compacted areas were determined by others.Our firm does no —"-., guarantee earthwork or paving construction, nor does our work relieve the Reviewed By: Huffmyer -M a�.-- contractor's responsibility to conform to the approved project plans and -specifications. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Offices Serving the Western United States Compaction Report Effective 05/08/2019 Lynnwood (425)485-5519 • Poulsbo (360)598-2126 • Tacoma(253) 939-2500 The inf etion prmided m this reprt is prepared far U.-clue-use of the client.This report mar not be reproduced in any format without the written perat-ion of the climt and K—an&Associates.This report mdiratee our mspmtms ob—hoo and testing results bawd on site conditions and omvactm activities.%a infomution is subject to review prior to fwl submittal.By signing this report,our mspecmr does not accept responsihbty for validity of results The same m[lion has been provided by others on ute.The test results apply only to the specific locations,and items inspected ar tested. Page 1 of 1 REQUEST FOR INFORMATION NORTHEAST ELECTRIC LAC > arm < « OFFICE:360.225.7oa4 FAX:360.225.7001 178o DOWN RIVER DRIVE WOODLAND,WA 98674 PROJECT NAME: 18-318 1(3-1)WCC Transformers and Switches Phase 2 TO: Hargis Engineering NEE RFI#., 46 �AV ATTN: Mark Merritt DATE: 6/15/22 � < C SUBJECT: Stud Support at Door 1o1A DRAWINGNUMBER: S1.01 SPEC SECTION: SCHEDULE IMPACT: YES mNO OTBD DAYS: RESPONSE REQUESTED BY: ASAP COST IMPACT: YES [Z]NO []TBD AMOUNT: At door location 101A,the stud in the attached picture does not sit on the floor due to interference of the steel anchor bolt washers. Would it be acceptable to bolt a 314"plate on top of the welded washers?The proposed plate would be 4"x 1C"and support the double vertical studs adjacent to the door.The plate would be inside the wall cavity.Picture and Drawing S1.01 attached for reference. Structurally acceptable as described above.Attach studs to track segment with typical#10 screws each side per 25/SO.22.Attach track segment to proposed plate with 2410 minimum self tapping screws. -Brent Olson,Integrus Architecture/Structural 06.15.22 RESPONSE BY: DATE: z, off _ y .. q4 R ti�Y �X C d -�5 dS a•� ° NI 3 d t 5 uTS -- CA CD CR All C,Ll CD Qo :� �z� � RE UEST FOR INFORMATION NORTHEAST ELECTRIC LLC �..a._ .. �. OFFICE:360.225.7004 FAX:360.225.7001 178o DOWN RIVER DRIVE WOODLAND,WA 98674 PROJECT NAME: 18-318 1(3-1)WCC Transformers and Switches Phase 2 To: Hargis Engineering NEE RFI#: 45 I ATTN: Mark Merritt DATE: 6/13/22 - SUBJECT: Removable Blockout Detail at Louver Locations DRAWING NUMBER: A2.01 SPEC SECTION: SCHEDULE IMPACT: ❑YES [Z]NO ❑TBD DAYS: RESPONSE REQUESTED BY: ASAP COST IMPACT: []YES ❑NO ZTBD AMOUNT: _ Per drawing A2.01,Detail 2,there are to be removable blockout areas below the louvers at(3)locations in the generator building. Please see attached proposed detail,and confine if this would be acceptable.If not,could you please furnish a detail for this ASAP? Acceptable as shown with additional screws and edits as annotated on attached proposed detail. For future removal,interior plywood to be removed for access to remove screws and anchor bolts. -Brent Olson,Integrus Architecture/Structural,06.14.22 RESPONSE BY: DATE: b 3jv ^'+ 1/4"EXPANSION PER 22/A3.51 ONLY APPLIES AT EXTERIOR. END SILL STUD TIGHT TO KING STUL �q JAMB WITH#10 SCREWS AT 16"OC ATTACHING MEMBERS.STUDS �-- °� �,y �,y £m 0 + t"S ... BACK-TO-BACK OR ADD CLOSURE ? t a TRA A. N--- � � ter• O O O i o i � i i 7 L i _V_ 8 i -- v 11 i� a � I t ��s 3 I I I I I I I111I I R State of Washington Department of Corrections Irate C pys 2 Washington Corrections Center g• ,:,� t D .00 I I I I I I I I I I TRANSFORMERS AND SNATCHES PHASE 2 2018 318 US 1(3.1) Fa 2321 West Dayton Airport Road SheBon,WA 98584 REQUEST FOR INFORMATION NORTHEAST ELECTRIC LLC n- OFFICE:360.225.7004 FAX 360.225.7001 178o DOWN RIVER DRIVE PROJECT NAME: 18-3181(3-1)WCC Transformers and Switches Phase z WOODLAND,WA 98674 AV , To: Hargis Engineering NEE RFI#: 47 , g ATTN: Mark Merritt DATE: 6/16/22 SUBJECT: DensGlass at Wall MP15.13-1 Locations DRAWING NUMBER: Ao.10 SPEC SECTION: SCHEDULE IMPACT: [-]YES [Z]NO ❑TBD DAYS: RESPONSE REQUESTED BY: ASAP COST IMPACT: ❑YES ❑NO mTBD AMOUNT: Would it be acceptable to install DensGlass in lieu of plywood at the MP15.13-1 wall locations with the exception of a 4'tall band of 5/8"CDX plywood from the top down,around the perimeter?This change is due to availability,constructability,and the contractor's perspective that the DensGlass is better suited for the application.Drawing A01.0 attached for reference. We take no exception to the proposed change,however,please note the the plywood associated with the telecom equipment in the low voltage electrical room needs to be provided per the contract documents. RESPONSE BY: Bob Estlund,Integrus DATE: 6/16/22 x § � � �' ��| §.p( ` / | f �| � � � � /� F State of Washington Department of Corrections IrnteTO Washington Corrections Center ƒ / �� TRANSFORMERS AND SWTCHES PHASE 2 201"18 1(3 2321 We,1 Dayton Airport Road Shelton,WA 98584 AGeorgia-Pacific DensGlass' Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Manufacturer When DensGlass Sheathing panels are used in slanted wall applications,that portion Georgia-Pacific Gypsum of the wall must be temporarily protected from the elements.Do not allow water 133 Peachtree Street to pond or settle on sheathing.Also,exposed wall ends must be covered to Atlanta,GA 30303 prevent water from infiltrating the cavity. Technical Service Hotline:1-800-225-6119 Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the Description performance of the cladding or exterior systems applied over DensGlass Sheathing. DensGlass°Sheathing is a gypsum panel made of a treated,water-resistant The suitability and compatibility of any system is the responsibility of the system core,surfaced with fiberglass mats and a GOLD colored primer coating.Providing manufacturer or design authority. superb protection from the elements,DensGlass Sheathing is resistant to Do not laminate masonry surfaces to DensGlass Sheathing;use furring strips or delamination and deterioration due to weather exposure—even during construction framing. delays that last as long as twelve months after installation and are backed by a DensGlass Sheathing is not intended for roof applications.For roof applications, limited warranty against delamination and deterioration for up to 12 months of consult our DensDeck®Roof Board brochure. exposure to normal weather conditions"DensGlass Sheathing panels are also mold-resistant,and have scored a 10,the highest level of performance for mold DensGlass Sheathing is not intended for interior or exterior tile applications.For resistance under ASTM D3273 test method. interior tile applications,consult our DensShielde Tile Backer brochure. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, DensGlass Sheathing should not be used in lieu of plywood where required. rippling,buckling and sagging for a flat and even substrate and is noncombustible Do not apply DensGlass Sheathing below grade. as defined and tested in accordance with ASTM E136 or CAN/ULC S114.Since For all installations,design details such as fasteners,sealants and control joints DensGlass Sheathing is strong in both directions,it may be installed either per system specifications must be properly installed.Openings and penetrations parallel or perpendicular to wall framing members(always follow specific must be properly flashed and sealed.Failure to do so will void the warranty. assembly installation instructions). Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Primary Uses Fasteners should be flush to the face of the board,not countersunk. Because of the superior performance of DensGlass Sheathing,it is specified for exterior walls,ceilings and soffits in a wide variety of applications.These include Technical Data exterior insulation and finish systems(EIFS);cavity brick or stone veneer applications; DensGlass Sheathing is noncombustible as described and tested in accordance cladding such as wood siding,vinyl siding,composition siding,wood shingles, with ASTM E136 or CAN/ULC S114. shakes,conventional stucco systems,plywood siding panels;and interior finish DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified systems that require a substrate panel with superior fire and moisture resistance. deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. For EIFS applications,DensGlass Sheathing is an ideal substrate for adhesive or 5/8"(15.9 mm)DensGlass*Fireguard®Sheathing is UL and ULC classified Type DGG. mechanical application of expanded polystyrene or extruded polystyrene insulation, DensGlass Sheathing is manufactured to meet ASTM C1177. and is recommended in all climate zones. Manufacturers of water and air resistive barriers,which include attached flexible Flame spread and smoke develop rating of 0/0 when tested in accordance with membranes,self-adhered membrane and liquid applied,have found DensGlass ASTM E84 or CAN/ULC S102. Sheathing to be a suitable substrate for their systems. Handling and Use—CAUTION DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both This product contains fiberglass facings which may cause skin irritation.Dust cold and warm climate zones.It resists sagging,even under exceptionally humid and fibers produced during the handling and installation of the product may conditions.Panels are applied directly to structural framing.Surface and joints cause skin,eye and respiratory tract irritation.Avoid breathing dust and mini- may be finished and painted,or surfaced with an exterior finish system. mize contact with skin and eyes.Wear long sleeve shirts,long pants and eye protection.Always maintain adequate ventilation.Use a dust mask or NIOSH/ Limitations MSHA approved respirator as appropriate in dusty or poorly ventilated areas. DensGlass Sheathing is resistant to normal weather conditions,but it is not intended for immersion in water.Cascading roof/floor water should be directed away from Safety Data Sheet(SDS)is available at www.buildgp.com/safetyinfo or call the sheathing until appropriate drainage is installed. 1-404-652-5119. Avoid any condition that will create moisture in the air and condensation on Product Data DensGlass Sheathing.The use of forced air heaters creates volumes of water Thicknesses:1/2"(12.7 mm);5/8"(15.9 mm)is Type X(ASTM C1177) vapor which,when not properly vented,can condense on building materials. Width:4'(1220 mm)standard,tolerance up to t 1/8"(3.2 mm) The use of these heaters and any resulting damage is not the responsibility of Lengths:8'(2438 mm),9'(2743 mm)or 10'(3048 mm)standard Georgia-Pacific Gypsum.Consult heater manufacturer for proper use and ventilation. Edges:Square `For complete warranty details,visit www.gpgypsum.com. continued----► Submittal Job Name Approvals Contractor Date Stamps/Signatures Jitk Georgia-Pacific De nsG lass® Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Physical Properties r• r- Fireguard�'Sheathing Width,nominal 4'(1219 mm) ± 1/8"(3 mm) 4'(1219 mm) ± 1/8"(3 mm) Length,standard 8'(2440 mm),9'(2743 mm), 8'(2440 mm),9'(2743 mm), 10'(3048 mm), ± 1/4"(6 mm) 10'(3048 mm), ± 1/4"(6 mm) Weight,nominal,lbs./sq.ft.(Kg/m2) 1.9(9) 2.5(12) Edges Square Square Bending radius5 6'0829 mm) 8'(2438 mm) Racking strength',lbs./ft.(dry)(N/m),Ultimate-not design value >540(7878) >654(9544) Flexural strength'.4.parallel,Ibf.(N),4'weak direction "0(356) a100(445) Compressive strength min.500 psi(3445 kPa) min.500 psi(3445 kPa) Humidified deflection" <2/8"(6 mm) <1/8"(3 mm) Permeance2,Perms(ng/Pa"s•m2) >23(1300) >17(970) R Value',ft2-*Fehr/BTU(m2"K/W) .56(0.099) .67(0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change,in/in%RH(mm/mm%RH)' 6.25 x 10-1 6.25 x 10 6 Surface burning characteristics per ASTM E84 or CAN/ULC S102:flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5 x 10-6 8.5 x 10-' in/in/'F(mm/mm/'C) (15.3 x 101? (15.3 x 10-1w Tested in accordance with ASTM C473 5 Double fasteners on ends as needed 2 Tested in accordance with ASTM E96(dry cup method) 'Tested in accordance with ASTM E72 3 Tested in accordance with ASTM C518(heat flow meter) 'As defined and tested in accordance with ASTM E136 or C4NNLC S114 'Specified values per ASTM C1177 'As stated by Gypsum Association 64-135 'Tested in accordance with ASTM E228-85 TRADEMARKS Unless otherwise noted,all trademarks are owned by or licensed to Georgia-Pacific Georgia-Pacific Gypsum LLC. Gypsum WARRANTIES,REMEDIES AND TERMS OF SALE For current warranty information for this product,please go to www.gpgypsum.com and select the product for warranty information.All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. U.S.A. Georgia-Pacific Gypsum LLC UPDATES AND CURRENT INFORMATION The information in this document may change without SALES INFORMATION AND ORDER PLACEMENT notice.Visit our website at www.gpgypsum.com for updates and current information. U.S.A. West: t-800-876-7503 4746 CAUTION For product fire,safe and use information, o to www.build com/safe Info Midwest: t-800-876-0746 P safety 9 9P• tY• South Central: 1-800-231-6060 or call 1-800-2-25-6119. Southeast: 1-BW-327-2344 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or Northeast: 1-800-947-4497 labeling a product as having a one-hour,two-hour,or any other fire resistance or protection rating CANADA Canada Tall Free:1-BN-387-6823 and,therefore,as acceptable for use in certain fire rated assemblies/systems,does not mean that Quebec Toll Free:1-800-361-0486 either a particular assembly/system incorporating the product,or any given piece of the product TECHNICAL INFORMATION itself,will necessarily provide one-hour fire resistance,two-hour fire resistance,or any other U.S.A.and Canada:1-800-225-6119,www.gpgypsum.com specified fire resistance or protection in an actual fire.In the event of an actual fire,you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. 02021 Georgia-Pwific Gypsum U.C.All rights reserved.11/21.GP-TM Lit.hem 5=50. SAFETY DATA SHEET 1. Identification Product identifier Glass Mat Faced Gypsum Panels Product list Product List A DensArmor Plus®Interior Panel DensArmor Plus®Fireguard®Abuse-Resistant Panels DensArmor Plus®Fireguard®Impact-Resistant Panels DensArmor Plus®Fireguard®Interior Panels DensDeck®Prime Roof Board DenSDeck(D Roof Board DensDeck®Prime Fireguard®Roof Board DensDeck®Fireguard®Roof Board DensElement"I Sheathing DensGlass®Fireguard®Sheathing DensGlass®Shaftliner DensGlass®Sheathing DensShield®Fireguard®Tile Backer DensShield®Tile Backer ...................................... ................................... .............................. Product List B DensArmor Plus®Fireguard CO Interior Panels .................................... ........................... ....................... Other means of identification Product code GP-71C Recommended use Products accommodate a wide range of wall, floor, ceiling and roof applications. Recommended restrictions Workers(and your customers or users in the case of resale)should be informed of the potential presence of respirable dust and respirable crystalline silica as well as their potential hazards. Appropriate training in the proper use and handling of this material should be provided as required under applicable regulations. Manufacturer/Importer/Supplier/Distributor information Company name Georgia-Pacific Gypsum LLC Address 133 Peachtree Street, NE Atlanta, GA 30303 Telephone Technical Information 800.225.6119 (M)SDS Request 404.652.5119 E-mail Not available. Emergency phone number Chemtrec-Emergency 800.424.9300 2. Hazard(s) identification Emergency overview This product is not hazardous in the form in which it is shipped by the manufacturer but may become hazardous by downstream activities such as cutting, sanding, or otherwise working with this product that generate large amount of dusts. Those hazards associated with large amount of dusts are described below. Physical hazards Not classified. Health hazards Eye irritation Category 2B Environmental hazards Not classified. OSHA defined hazards Not classified. Label elements Hazard symbol None. Signal word Warning Hazard statement Causes eye irritation. Precautionary statement Prevention Wash thoroughly after handling. Observe good industrial hygiene practices. Material name:Glass Mat Faced Gypsum Panels sos us GP-71 C Version#:05 Revision date: March-24-2017 Issue date: March-13-2015 1 /8 Response Wash hands after handling. If in eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical advice/attention. Storage Store away from acids. Disposal Dispose of contents/container in accordance with applicable regulations. Hazard(s)not otherwise None known. classified(HNOC) Supplemental information None. 3. Composition/information on ingredients Mixtures Chemical name Common name and synonyms CAS number % CALCIUM SULFATE DIHYDRATE 10101-41-4 5 95 VERMICULITE" 1318-00-9 0-7 CONTINUOUS FILAMENT GLASS 65997-17-3 1 -5 FIBER CRYSTALLINE SILICA(QUARTZ)` 14808-60-7 1 -5 Composition comments "Found in products in List B, Section 1 of this SDS. Gypsum(calcium sulfate,dihydrate)and vermiculite contain naturally occurring crystalline silica (quartz)which is listed as a lung carcinogen. See Section 8 for exposure information. *The weight percent for crystalline silica represents total crystalline silica and not the respirable fraction. Testing conducted by Georgia-Pacific did not detect respirable crystalline silica during activities associated with the normal use of this product; however,jobsite air monitoring should be conducted to determine actual exposure when permissible exposure limits may be exceeded. 4. First-aid measures Inhalation If dust from the material is inhaled, remove the affected person immediately to fresh air. Call a physician if symptoms develop or persist. Skin contact For skin contact,wash immediately with soap and water. Get medical attention if irritation develops and persists. Eye contact Do not rub the eyes. Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical advice/attention. Ingestion Rinse mouth. May result in obstruction and irritation if ingested. Get medical attention. Most important Irritation of eyes. Exposed individuals may experience eye tearing, redness, and discomfort. symptoms/effects,acute and delayed Indication of immediate Provide general supportive measures and treat symptomatically. Keep victim under observation. medical attention and special Symptoms may be delayed. treatment needed General information Ensure that medical personnel are aware of the material(s)involved, and take precautions to protect themselves. 5. Fire-fighting measures Suitable extinguishing media Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Unsuitable extinguishing None known. media Specific hazards arising from During fire, gases hazardous to health may be formed. the chemical Special protective equipment Self-contained breathing apparatus and full protective clothing must be worn in case of fire. and precautions for firefighters Fire fighting Firefighters should wear full protective clothing including self contained breathing apparatus. equipment/instructions Specific methods Use standard firefighting procedures and consider the hazards of other involved materials. General fire hazards No unusual fire or explosion hazards noted. Material name:Glass Mat Faced Gypsum Panels sos us GP-71 C Version#:05 Revision date:March-24-2017 Issue date:March-13-2015 2/8 6. Accidental release measures Personal precautions, Avoid inhalation of dust from the spilled material. Use a NIOSH/MSHA approved respirator if there protective equipment and is a risk of exposure to dust/fume at levels exceeding the exposure limits. Use personal protection emergency procedures recommended in Section 8. Keep unnecessary personnel away. Methods and materials for Minimize dust generation. Sweep up or gather material and place in an appropriate container for containment and cleaning up disposal. Utilize wet methods, if appropriate,to minimize dust. For waste disposal, see section 13 of the SDS. Environmental precautions Keep out of drains, sewers, ditches, and waterways. 7. Handling and storage Precautions for safe handling Provide appropriate exhaust ventilation at places where dust is formed. Minimize dust generation and accumulation. Do not breathe dust. Do not get this material in contact with eyes. Do not taste or swallow.Avoid prolonged exposure. Observe good industrial hygiene practices. Use only in well-ventilated areas. Wear appropriate NIOSH/MSHA approved dust mask or filtering facepiece if dust is generated. Do not eat or drink while using the product.Wash hands before eating, drinking, or smoking. Conditions for safe storage, Store level and keep dry. Dewpoint or other conditions causing the presence of moisture can including any incompatibilities damage the product during storage. Store away from incompatible materials(see Section 10 of the SDS). 8. Exposure controls/personal protection Occupational exposure limits US OSHA Table Z-3:Time Weighted Average(TWA)(mg/m3) Components Type Value Form VERMICULITE"(CAS TWA 5 mg/m3 Respirable fraction. 1318-00-9) 15 mg/m3 Total dust. US.OSHA Table Z-1 Limits for Air Contaminants(29 CFR 1910.1000) Components Type Value Form CALCIUM SULFATE PEL 5 mg/m3 Respirable fraction. DIHYDRATE(CAS 10101-41-4) 15 mg/m3 Total dust. CRYSTALLINE SILICA PEL 0.05 mg/m3 (QUARTZ)`(CAS 14808-60-7) ACGIH Components Type Value Form CONTINUOUS FILAMENT TWA 5 mg/m3 Inhalable fraction. GLASS FIBER(CAS 65997-17-3) US ACGIH Threshold Limit Values:Time Weighted Average(TWA): mg/m3, non-standard units Components Type Value Form CALCIUM SULFATE TWA 10 mg/m3 Inhalable fraction. DIHYDRATE(CAS 10101-41-4) CONTINUOUS FILAMENT TWA 1 fibers/cm3 Fiber. GLASS FIBER(CAS 65997-17-3) CRYSTALLINE SILICA TWA 0.025 mg/m3 Respirable fraction. (QUARTZ)*(CAS 14808-60-7) US. NIOSH: Pocket Guide to Chemical Hazards Components Type Value Form CALCIUM SULFATE TWA 5 mg/m3 Respirable. DIHYDRATE(CAS 10101-41-4) 10 mg/m3 Total Material name:Glass Mat Faced Gypsum Panels sos us GP-71 C Version#:05 Revision date:March-24-2017 Issue date:March-13-2015 3/8 US. NIOSH: Pocket Guide to Chemical Hazards Components Type Value Form CONTINUOUS FILAMENT TWA 5 mg/m3 Fiber,total GLASS FIBER(CAS 65997-17-3) CRYSTALLINE SILICA TWA 0.05 mg/m3 Respirable dust. (QUARTZ)*(CAS 14808-60-7) Biological limit values No biological exposure limits noted for the ingredient(s). Exposure guidelines Occupational exposure to nuisance dust(total and respirable)and respirable crystalline silica should be monitored and controlled. *Testing conducted by Georgia-Pacific did not detect respirable crystalline silica during activities associated with the normal use of this product; however,jobsite air monitoring should be conducted to determine actual exposure when permissible exposure limits may be exceeded. Appropriate engineering Score and snap method recommended.When using product, provide local and general exhaust controls ventilation to keep airborne dust concentrations below exposure limits. Use wet methods, if appropriate,to reduce the generation of dust.Ventilation should be sufficient to effectively remove and prevent buildup of any dusts or fumes that may be generated during handling or thermal processing. If engineering measures are not sufficient to maintain concentrations of dust particulates below the Occupational Exposure Limit(OEL),suitable respiratory protection must be worn. Individual protection measures,such as personal protective equipment Eye/face protection Safety glasses or goggles are recommended when using this product. Ensure compliance with OSHA's PPE standard(29 CFR 1910.132 and .133)for eye and face protection. Eye wash fountain is recommended. Skin protection Hand protection For prolonged or repeated skin contact use suitable protective gloves. Other Impervious protective clothing and gloves recommended to prevent drying or irritation of skin. Ensure compliance with OSHA's PPE standards(29 CFR 1910.132 (general)and 138(hand protection)). Safety shower/eye wash fountain is recommended in the workplace area(29 CFR 1910.151 (c)). Impervious protective clothing and gloves recommended to prevent drying or irritation of skin. Safety shower/eye wash fountain is recommended in the workplace area. Respiratory protection A NIOSH approved dust mask or filtering facepiece is recommended in poorly ventilated areas or when permissible exposure limits may be exceeded. Respirators should be selected by and used under the direction of a trained health and safety professional following requirements found in OSHA's respirator standard(29 CFR 1910.134)and ANSI's standard for respiratory protection (Z88.2). Thermal hazards Not applicable. General hygiene Always observe good personal hygiene measures,such as washing after handling the material considerations and before eating,drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Keep away from food and drink. 9. Physical and chemical properties Appearance Gypsum boards Physical state Solid. Form Solid Color Facing color varies Odor Low odor Odor threshold Not available. pH 6-8 Melting point/freezing point Not applicable. Initial boiling point and boiling Not applicable. range Flash point Not applicable. Evaporation rate Not available. Flammability(solid,gas) Not available. Material name:Glass Mat Faced Gypsum Panels sos us GP-71 C Version#:05 Revision date: March-24-2017 Issue date:March-13-2015 4/8 Upper/lower flammability or explosive limits Flammability limit-lower Not applicable. Flammability limit-upper Not applicable. M Explosive limit-lower(%) Not applicable. Explosive limit-upper(%) Not applicable. Vapor pressure Not applicable. Vapor density Not applicable. Relative density Not available. Solubility(ies) Solubility (water) 0.2%@ 22°C Partition coefficient Not applicable. (n-octanol/water) Auto-ignition temperature Not applicable. Decomposition temperature Not available. Viscosity Not applicable. Other information Flash point class Not flammable Specific gravity 2.2-2.4 10. Stability and reactivity Reactivity Contact with strong acids produces carbon dioxide. Chemical stability Material is stable under normal conditions. Possibility of hazardous No dangerous reaction known under conditions of normal use. reactions Conditions to avoid Contact with incompatible materials.Avoid dispersal of dust in the air(i.e., clearing dust surfaces with compressed air). Incompatible materials Strong acids. Hazardous decomposition May include and are not limited to: calcium oxide and sulfur dioxide. products 11. Toxicological information Information on likely routes of exposure Inhalation Inhalation of dusts may cause respiratory irritation. Skin contact Frequent or prolonged contact may defat and dry the skin, leading to discomfort and dermatitis. Eye contact Dust in the eyes will cause irritation. Ingestion Not applicable under normal conditions of use. May cause gastrointestinal irritation if ingested. Symptoms related to the Irritation of eyes. Exposed individuals may experience eye tearing, redness, and discomfort. physical, chemical and toxicological characteristics Information on toxicological effects Acute toxicity Product Species Test Results Glass Mat Faced Gypsum Panels Acute Oral LD50 Rat 1664 mg/kg estimated Components Species Test Results CALCIUM SULFATE DIHYDRATE (CAS 10101-41-4) Acute Oral LD50 Rat > 1581 mg/kg Material name:Glass Mat Faced Gypsum Panels sos Us GP-71 C Version#:05 Revision date: March-24-2017 Issue date: March-13-2015 5/8 Skin corrosion/irritation Prolonged skin contact may cause temporary irritation. Serious eye damage/eye Dust in the eyes will cause irritation. irritation Respiratory or skin sensitization Respiratory sensitization Not likely to cause respiratory sensitization. Skin sensitization This product is not expected to cause skin sensitization. Germ cell mutagenicity Not classified. Carcinogenicity Not expected to be hazardous by OSHA/WHMIS criteria. Exposure to respirable crystalline silica in the form of quartz or cristobalite from occupational sources is listed by IARC and NTP as a lung carcinogen. Prolonged exposure to respirable crystalline silica has been known to cause silicosis, a lung disease,which may be disabling. While there may be a factor of individual susceptibility to a given exposure to a respirable silica dust,the risk of contracting silicosis and the severity of the disease is clearly related to the amount of respirable crystalline silica exposure and the length of time(usually years)of exposure. IARC Monographs.Overall Evaluation of Carcinogenicity CRYSTALLINE SILICA(QUARTZ)*(CAS 14808-60-7) 1 Carcinogenic to humans. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1050) Not regulated. US. National Toxicology Program(NTP)Report on Carcinogens CRYSTALLINE SILICA(QUARTZ)*(CAS 14808-60-7) Known To Be Human Carcinogen. Reproductive toxicity Not classified. Specific target organ toxicity- Not classified. single exposure Specific target organ toxicity- Not classified. repeated exposure Aspiration hazard Not classified. Chronic effects Not hazardous under normal conditions of use. Further information *Testing conducted by Georgia-Pacific did not detect respirable crystalline silica during activities associated with the normal use of this product; however,jobsite air monitoring should be conducted to determine actual exposure when permissible exposure limits may be exceeded. 12. Ecological information Ecotoxicity Not considered to be harmful to aquatic life. Components Species Test Results CALCIUM SULFATE DIHYDRATE(CAS 10101-41-4) Aquatic Acute Fish LC50 Fathead minnow(Pimephales promelas) > 1970 mg/I, 96 hours CONTINUOUS FILAMENT GLASS FIBER(CAS 65997-17-3) Aquatic Acute Fish LC50 Fish > 1000 mg/I, 96 hours CRYSTALLINE SILICA(QUARTZ)*(CAS 14808-60-7) Aquatic Acute Fish LC50 Zebra danio(Danio redo) > 10000 mg/l, 96 Hours OECD SIDS Persistence and degradability No data is available on the degradability of this product. Bioaccumulative potential No data available. Mobility in soil No data available. Other adverse effects No other adverse environmental effects(e.g.ozone depletion, photochemical ozone creation potential,endocrine disruption, global warming potential)are expected from this component. Material name:Glass Mat Faced Gypsum Panels sos us GP-71C Version#:05 Revision date:March-24-2017 Issue date: March-13-2015 6/8 13. Disposal considerations Disposal instructions Under RCRA, it is the responsibility of the user of the product to determine, at the time of disposal, whether the product meets RCRA criteria for hazardous waste. Dispose of contents/container in accordance with local/regional/national/international regulations. Local disposal regulations Dispose in accordance with all applicable regulations. Hazardous waste code The waste code should be assigned in discussion between the user, the producer and the waste disposal company. Waste from residues/unused Dispose of in accordance with local regulations. products Contaminated packaging Not available. 14. Transport information DOT Not regulated as dangerous goods. IATA Not regulated as dangerous goods. IMDG Not regulated as dangerous goods. Transport in bulk according to Not applicable. Annex II of MARPOL 73178 and the IBC Code 15. Regulatory information US federal regulations This product is not hazardous in the form in which it is sold and shipped by the manufacturer. However, the large amount of dusts generated by downstream activities such as cutting, sanding, or otherwise working with this product is considered hazardous and is regulated under the Hazard Communication Standard 29 CFR 1910.1200. All components are on the U.S. EPA TSCA Inventory List. TSCA Section 12(b)Export Notification(40 CFR 707,Subpt. D) Not regulated. CERCLA Hazardous Substance List(40 CFR 302.4) Not listed. SARA 304 Emergency release notification Not regulated. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1050) Not regulated. Superfund Amendments and Reauthorization Act of 1986(SARA) Hazard categories Immediate Hazard-Yes Delayed Hazard- No Fire Hazard-No Pressure Hazard-No Reactivity Hazard- No SARA 302 Extremely hazardous substance Not listed. SARA 311/312 Hazardous Yes chemical SARA 313(TRI reporting) Not regulated. Other federal regulations Clean Air Act(CAA)Section 112 Hazardous Air Pollutants(HAPs) List Not regulated. Clean Air Act(CAA)Section 112(r)Accidental Release Prevention(40 CFR 68.130) Not regulated. Safe Drinking Water Act Not regulated. (SDWA) Material name:Glass Mat Faced Gypsum Panels sus us GP-71 C Version#:05 Revision date:March-24-2017 Issue date: March-13-2015 7/8 US state regulations US.California.Candidate Chemicals List.Safer Consumer Products Regulations(Cal.Code Regs,tit.22,69502.3,subd. (a)) CRYSTALLINE SILICA(QUARTZ)*(CAS 14808-60-7) US.California Proposition 65 California Safe Drinking Water and Toxic Enforcement Act of 1986(Proposition 65):This material is not known to contain any chemicals currently listed as carcinogens or reproductive toxins. International Inventories Country(s)or region Inventory name On inventory(yeslno)* Canada Domestic Substances List(DSL) Yes United States&Puerto Rico Toxic Substances Control Act(TSCA)Inventory Yes *A"Yes"indicates that all components of this product comply with the inventory requirements administered by the governing country(s) A"No"indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). 16. Other information, including date of preparation or last revision Issue date March-13-2015 Revision date March-24-2017 Version# 05 HMIS®ratings Health: 1 Flammability: 0 Physical hazard: 0 NFPA ratings Health: 1 Flammability: 0 Instability: 0 Disclaimer This SDS is intended to quickly provide useful information to the user(s)of this material or product. It is not intended to serve as a comprehensive discussion of all possible risks or hazards, and it assumes a reasonable use of the product. The information contained in this SDS is believed to be accurate as of the date of preparation of this SDS and has been compiled from sources believed to be reliable. It is offered for your consideration, investigation and verification. The user or handler(or their employer)should consider the specific conditions in which this material will be used, handled, or stored and determine what specific safety or other precautions are required. Employers should ensure that their employees, agents, contractors, and customers who will use the product receive adequate warnings and safe handling procedures, including a current SDS. Product users or handlers(or their employer)who are unsure of what specific precautions are required should consult their employer, product supplier, or safety or health professionals before handling or working with this product. Please notify us immediately if you believe this SDS or other safety and health information about this product is inaccurate or incomplete. Revision information This document has undergone significant changes and should be reviewed in its entirety. 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ICIDESIGNATES ACHONDANOOHCOLECTORLEINER 7l.ULNSUHO Permit COM 2021-00001 Job Copy Plan Set 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 F 21-00001 NEW COMMERCIAL PERMIT DESCRIPTION: INSTALL NEW STANDBY POWER ISSUED: 01/12/2022 OR BUILDING ESS: 2321 W DAYTON AIRPORT RD SHELTON EXPIRES: 07/11/2022 PARCEL: 420090060000 APPLICANT: STATE OF WASH;DEPT CORRECT WCC OWNER: STATE OF WASH;DEPT CORRECT WCC DEPT CORRECTNS;PROP UNIT DEPT CORRECTNS;PROP UNIT SHELTON,WA 98584 SHELTON, WA98584 360-432-1508 VALUATIONS: FEES: Paid Due Project Valuation (BID, 4710.00 $329,464.50 Plan Check Fee $1,627.44 $0.00 ESTIMATION..) Technology Surcharge $85.54 $0.00 Pre-application meeting - Major $230.00 $0.00 EH Plan Review Building Permit Fee $2,503.76 $0.00 IFC Plan Check Fee $813.72 $0.00 State Fee-Commercial $25.00 $0.00 Planning Commercial Review $380.00 $0.00 Fee Mechanical Fees $114.00 $0.00 Plumbing Fees $32.00 $0.00 Total: $329,464.50 Totals : $5,811.46 $0.00 FIXTURES (Qty Mechanical Fixtures (sty Plumbing Fixtures 3.0000 Spot Vent Fan(s) 1.0000 SINK-3 WITH DRAIN 6.0000 Other 1.0000 Number of Water Heaters and or Vent 2.0000 Number of Hose Bibs REQUIRED INSPECTIONS Printed by:Amber Selby on:01/12/2022 11:24 AM Page 1 of 4 e 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 COM2021-00001 Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Shearwall Inspection BLD-Final Inspection Framing Inspection Fire Marshal Final CONDITIONS * 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 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. * 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. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at (206)357-2620, ext. 630. * 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. * 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. * 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. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * All 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:Amber Selby on:01/12/2022 11:24 AM Page 2 of 4 i Mason County 1r 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 COM2021-00001 * 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 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. * 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. * 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. * 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. * The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report that was prepared by GeoEngineers, dated 5/8/2020.. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report and may require special inspection by same. Structures and /or land modifications (grading, cuts, fills, etc.)required in the geotechnical report may require a separate permit. The geotechnical report shall remain attached to the approved building plans. * The submitted Stormwater Pollution Prevention Plan (SWPPP)will be implemented as designed by kpff Consulting Engineers, dated 11/6/2020. * WA State Energy Code Compliance for Project closeout. Project close out documentation is required including WSEC lighting compliance forms and calculations that document all interior and exterior lighting area and /or surface types, lighting power allowances and installed densities Printed by:Amber Selby on:01/12/2022 11:24 AM Page 3 of 4 G PIA ^- , 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 COM2021-00001 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 WA 98584 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. Close out documents are required prior to final sign off. 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 specifi4herein, r n . The gra ng 'f a permit does not presume to give authority to violate or cancel the proan other s e/lo 1 law regulating construction or the performance of construction. Issued Contractor or Authorized Agent: Date:14 Z-�- WNW Printed by:Amber Selby on:01/12/2022 11:24 AM Page 4 of 4 Work bUILDING / Mason County Community Services Building Division SPECIAL INSPECTION & 6I5 WA/derStreet Shelton, WA 98584 TESTING AGREEMENT 360.42Z9570 ext.352 -- www.co.mason.wa.us r (All references are per the 2015 International Building Code) ;f , Project Name: Washington Correction Centerveil Project Address: 2321 West Dayton Airport Rd; Shelton, WA 98584 ,i Building Permit Number: 66—il lci-I -06001 Date Issued: BEFORE A PERMIT CAN BE ISSUED: The registered design professional in responsible charge shall fill out the Agreement and include the name of each inspector as well as their appropriate license/certification number. Two (2) copies of this form are to be submitted to the County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new form shall be submitted and turned into the Building Permits & Inspections Division for approval. STATEMENT OF SPECIAL INSPECTIONS: In addition to this Agreement, a "Statement of Special Inspections" shall be provided per IBC 1704.3. This Statement shall be made as part of the approved plans, and be placed In a conspicuous location,such as the first page of the construction plans or the first page of the structural sheets. SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties. The special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the State of Washington. SPECIAL INPSECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report shall be submitted stating that all special inspection and structural testing items were completed and are in conformance with the approved design drawings and specifications. Items not in conformance,unresolved items,or any discrepancies in inspection coverage(i.e. missing inspections, periodic inspections when continuous was required, etc.)shall be specifically itemized in the final report. GENERAL SPECIAL INSPECTION ITEMS(per IBC Chapter 17) [Only checked items are required] Areas requiring special inspection: Name of Agency: Name of Inspector: License/Cert.No. ® Unapproved Fabricators(IBC 1704.2.5) Mayes/Terracon Carl Tacker 01948 Other than Structural Steel(IBC Table 1705.2.2) ® Steel floor&roof decks Mayes/Terracon Carl Tacker 01948 ❑ Welding of reinforcement ❑ Cold-formed steel Structural Steel ® Welding(Per N5.4 of AISC 360-10) Mayes/Terracon Carl Tacker 01948 ® Details(Per N5.7 of AISC 360-10) ® High-strength bolts(Per N5.6 of AISC 360-10) Concrete Construction(per IBC Table 1705.3) ® Reinforcement,embeds,anchors ® Formwork Hayes/Terracon Joe Allen 0118-7 ® Materials ❑ Shotcrete ❑ Post-tensioned/Pre-stressed Concrete ❑ Erection of precast concrete Page 1of3 I I ti II; _ +l Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street Shelton, WA 98584 ' TESTING AGREEMENT 360.427.9670 ext.3s2 www.co.moson.wo.us GENERAL SPECIAL INSPECTION ITEMS(per IBC Chapter 17)-continued [Only checked items are required] Areas requiring special inspection: Name of Agency: Name of Inspector: License/Cert.No. Masonry Construction (IBC 1705.4) ❑ Prior to Construction(Article 1.15,TMS-602) ❑ As Construction Begins(Article 1.19.2,TMS-402) ❑ Prior to Grouting(Table 1.19.2,TMS-402) ❑ During Construction(Per TMS-402&TMS-602) Wood Construction ❑ High-Load Diaphragms(IBC 1705.5.1) ❑ Wood Trusses>60ft(IBC 1705.5.2) ® Solis(IBC Table 17D5.6) Mayes/Terracon Jeff VanBlaricom 01440 ❑ Driven Deep Foundations(IBC Table 1705.7) ❑ Cast-in-place Deep Foundations(IBC Table 1705.8) ❑ Helical Pile Foundations(IBC 1705.9) ❑ Sprayed Fire-Resistant Materials(IBC 1705.13) ❑ Mastic&Intumescent Coatings(IBC 1705.14) ❑ EIFS(IBC 1705.15) ❑ Fire-Resistant Penetrations(IBC 1705,16) ❑ Smoke Control(IBC 1705.17) ❑ Other (IBC 1705.1.1) ❑ Other (IBC 1705.1.1) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE(IBC Section 1705.11) [Only checked items are required] Areas requiring special inspection: Name of Agency: Name of Inspector: License/Cert. No. ® Structural Steel(IBC 1705.11.1&AISC 341-10) Mayes/Terracon Carl Tacker 01948 ❑ Structural Wood (IBC 1705.11.2) ❑ Cold-formed Steel (IBC 1705.11.3) ® Mechanical&Electrical Components(1705.11.4) ❑ Architectural Components(IBC 1705.11.5) ❑ Storage Racks(IBC 1705.11.7) Page 2 of 3 Mason County Community Services Building Division 615 WAIder Street SPECIAL INSPECTION & rJ, Shelton, WA 98584 TESTING AGREEMENT 36o.4z7.9670 ext. 35z - --- www.co.mason.wa.us Declaration by Architect/Engineer 1, the design professional in responsible charge for this project, declare that the RLGIS Eo above listed special inspection and structural testing items are required for this Tiff? ARCHITECT project in accordance with IBC Chapter 17. `^Jr V4S RESTO PO Signature Date ATE©F 1NASHINGTCNI Declaration by Owner I, the Owner of the project, declare that the above listed firm(s) or individual(s) are hired by me to perform special inspections and structural testing for the project pursuant to IBC 1704.2. November 9, 2020 Signature Date CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the special inspector access to approved plans and contract documents at the job site. All special inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department upon request. Declaration by General Contractor I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted above. Signature Date RECEIVED NnV 10 V0 615 W. Alder Street Page 3 of 3 aK azan &Associates, Inc. WELDING INSPECTION Geotechnical Engineering.Environmental Engineering REPORT NO.: 10622055SSR053122-AC Construction Testing and Inspection DATE: 5/31/2022 CONTRACTOR: NW Electrical PROJECT#: 10622055 PERMIT#: NA PROJECT: 18-318 WCC Xers and Switches INSPECTOR: Aaron Clyde LOCATION: Shelton JURISDICTION: WCC KA P.M.: WM WEATHER: PT. Cloudy TEMP: 66° STRUCTURAL STEEL ❑ FIELD ❑ SHOP WELDING ❑ VISUAL ❑ MATERIAL ID Items Inspected: Brace Frame W Shape beams to W shape beams and beam to column brace to W shapes Location: A-F/1-3 exterior framing members Welder qualification/certification verified for. WABO Cert verified for onsite welder Position: FLAT ✓ VERTICAL OVERHEAD ✓ HORIZONTAL ✓ Filler Metal: Coresheald 8 .062 Process: SMAW ✓ FCAW SAW GMAW Other: Weld Type: ✓ FILLET C.P. PLUG P.P. ✓ Other: Flare Bevel Weld Size: ✓ 3/16" ✓ 1/4" 3/8" ✓ 5/16" Other: Codes: ✓ AWS AISC ASME IBC Other: ❑✓ NOTES ❑ DISCREPANCIES % COMPLETE As requested by Jari a representative of NW Electrical, I am onsite at the WCC 18-318 E'xers and Switches project located at 321 West Dayton Airport RD,Shelton WA. I met with the welder's representative to discuss the scope of work for this visit and reviewed the onsite plans and details. The scope of work as discussed is to perform visual inspection on the welded connections identified above. I walked the site and noted the connections identified above are in place and welded per the onsite plans and details. I gained ccess to the welded connections by a man lift. I verified the fillet welds with a G.A.L fillet weld gauge and used a cam gauge to verify the flare bevel gauge.Upon closer observation I noted small amount of porosity at the brace frame top connection 3/17. I oncluded my inspection with the composite decking puddle welds I noted the welds are at 24"O.0 with Button Punch at 18"O.C. Each of the inspected welds appears to be in conformance with the visual acceptance criteria table 8.1 AWS D 1.1,and per the onsite plans and details. I informed the NW Electrical representative of the results 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: Aaron CCyde David =� Wright Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Tacoma(253)939-2500 Swctmd Sted Rpm ECrati,c 0908/2019 Theo fvmatim providedmthurtp.upmp..dfvm.al—.s rroe 6=t Th.., w--xrp�mdo=l fmn.;tm,tw—p— f d— d K—e.�—Tw mp-md--m. .wed—e—mb...dmat.—d--d,m-- Tw.ofm.o . bject t°—p-.f..1 b-W.By a9 gffiu apM—i.p.°mdm va—o t—pmvLbtyf.,blow f Ju nt.,.m.mr—hub M,,md by abet.m. Th.t..,�°.ppI5 mty n f�wif.1—,we a®.m.pep.d m—& =-- PROPRIETARY ANCHOR VNIXOLZan&A s s o c i a t e s, I n c. & BOLTING INSPECTION Geotechnical Engineering•Environmental Engineering REPORT NO.: 10622055HSBO53122-AC Construction Testing and Inspection DATE: 5/31/2022 CONTRACTOR: NW Electrical PROJECT#: 10622055 PERMIT#: NA PROJECT: WCC 18-318 Xers and Switches INSPECTOR: Aaron Clyde LOCATION: Shelton JURISDICTION: WCC KA P.M.: WM WEATHER: PT. Cloudy TEMP: 66° ❑✓ HIGH STRENGTH BOLTS �✓ A325 ❑ A490 A Skidmore test was not performed. tA-F/1v/ High strength bolt inspection was performed on the 3/4" -inch 0 bolts at the following locations: -3 column to beams and columns to columns The bolts meet the required: Kips ANCHORS ❑✓ NOTES DISCREPANCIES % COMPLETE As requested by Jari a representative of NW Electrical, I am onsite at the WCC 18-318 X'cers and Switches project located at 321 West Dayton Airport RD, Shelton WA. I met with the welder's representative to discuss the scope of work for this visit and reviewed the onsite plans and details. The scope of work as discussed is to perform visual inspection of the bolted connections identified above. I gained access to the bolted assemblies identified above and noted the faying surfaces are in firm contact with the assembly irmly attached and the washer under the nut of the assembly. I noted each bolt was a F 1875 Twist Control bolt assembly. I noted ach of the bolted assemblies had the twist control knob twisted off and the bolted assembly was tight I was un able to remove the nut with out the use of a wrench. I informed Jari with NW Electrical of the results 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: Aaron CCyde David X Wright Offices Serving the Western United States Lynnwood(425)485-5519 •Poulsbo(360)598-2126•Tacoma(253)939-2500 Bolting Inspccbm Rcpon EQectivc 05/08/2019 71u,report msy M be rcpr°du in"(twtbMth,w nm par mm d the than W KG &/us w,.The inf tim providd m this report it prepaad fa ms esduite ue d Uic dean.llus rcpoM1 irdiotes av impman obeervstim W toning taWts bused m sitc mdi0ma W oontrmm saviucr.This irJ Um i•subim m review pna to firW svbmitW.By ugie�this rryort,m inspoctm dan rd soccpl rmpwnibiliN fm nlid,ry drnWts.ih same in(on .W bem prmidcd by othn m vtc.Thc ten rnWb apply mly to the epmfic lanliom,W itara impeded a toned. 11917 NE 95th Street,Vancouver,Washington 98682 Geotechnical ■ Environmental ■ Special Inspec www.cPhone lumbia este0 Columbia West:;O_ www.columbiawestengineering.com t .j 'i n e e r i it q , S ti C STEEL INSPECTION FORM PROJECT CLIENT PROJECT NO. REPORT DATE Rotschy Fab Shop On-Call Rotschy,Inc. 19018G 03-07-22 WCC Transformer and Switches 7408 NE 113th Circle PERMTNO. REPORTNO. Vancouver,WA98662 19018G-030722-SW1-R1 INSPECTOR INSPECTOR'S ID# RVS SI#02125 CONTRACTOR PROJECT REPRESENTATIVE WEATHER PAGE Rotschy Curtis Indoor 1 of 1 TYPE OF INSPECTION ®AWS D1.1,Table 6.1 QC1/VT ®QA per AISC 360 ®New Inspection ❑ Re-Inspection ❑Other: FREQUENCY OF INSPECTION ❑In-Progress ❑Continuous ® Periodic ❑Other Structural Welding Structural Bolting Steel Erection ®Shop ❑Field ❑Pretension ❑Shear ®Shop ❑Field ®Weld Process i 0 ®WPS Review ! 0 ❑Bolt Type i 0 ❑Snug Tight 0 ®Joint Details 0 ®Electrode 0 ®Mill Cert(s) 0 ❑Turn-of-nut 0 ❑Hard Washers 0 ❑Embeds 0 ®Weld Profile(s) ! P ❑Preheat Temp 0 ❑Cal.Wrench ! P ❑Tighten Sequence i 0 ❑studs/Type: P ®Welder Cert(s) p ❑�Pner-pass 0 ❑Tension Control i 0 ❑Faying Surfaces I 0 El Metal Decks ❑PAF ❑Weld P ®VT [_]UT [—]MT ❑RT ❑PT ❑Slip Critical O ❑Skidmore Tests O ❑Deck Material thickness 0 BOX DEFINITIONS:As Defined In AISC 360 Chapter N:P=Performed,0=Observed. LOCATION(S): Rotschy Fabrication REFERENCED DRAWINGS/DETAILS: Rotschy fabrication drawings 4 through 9 dated 12-29-21 OBSERVATIONS/ITEMS INSPECTED: Columbia West at Rotschy Fabrication for visual inspection of Fillet welds on the remaining balance of columns,canopy sections,and beams. Observed and measured for camber on beams where camber is called out. Work completed appeared to meet project plans,specifications,and AWS D1.1 Table 6.1(2015). PARTIES NOTIFIED ®General Contractor ®Subcontractor []Architect []Engineer [:]Owner []Other ❑Standby time ® To the best of my knowledge the work inspected was in accordance with building department approved design drawings,specifications and applicable workmanship provisions of the International Building Code. Re-Inspection ❑Yes ❑NCR Issued ❑NIon-Compliance ❑Except As Noted Required? ® No ❑Requires Engineer's Acceptance(RFI) ❑Unapproved Drawings/Plans/Materials This report may not be reproduced except in full without pri r written authorization by Columbia West Engineering,Inc. DISTRIBUTION On File COLUMBIA WEST ENGINEERING,INC. authorized*naure CWE-g52-r081721 11917 NE 95th Street,Vancouver,Washington 98682 Geotechnical ■ Environmental ■ Special Inspections Phone -2900 www.c lumbia ester Columbia West www.columbiawestengineering.com E In g i n e e r i n I n c STEEL INSPECTION FORM PROJECT CLIENT PROJECT NO. REPORT DATE Rotschy Fab Shop On-Call Rotschy,Inc. 19018G 02-04-22 WCC Transformer and Switches 7408 NE 113th Circle PERMIT NO. REPORT NO. Vancouver,WA 98662 BI#B26, B27 19018G-020422-SW1-R2 INSPECTOR INSPECTOR'S ID# RVS SI#02125 CONTRACTOR PROJECT REPRESENTATIVE WEATHER PAGE Rotschy Curtis I Indoor 1 of 1 TYPE OF INSPECTION ®AWS D1.1,Table 6.1 QC1/VT ®QA per AISC 360 ®New Inspection ❑ Re-Inspection ❑Other FREQUENCY OF INSPECTION ❑In-Progress ❑Continuous ® Periodic ❑Other Structural Welding Structural Bolting Steel Erection S Shop ❑Field ❑Pretension ❑Shear S Shop ❑Field ®Weld Process i 0 ®WPS Review O ❑Bolt Type ? O ❑Snug Tight i 0 S Joint Details 0 ®Electrode 0 ®Mill Cert(s) J O ❑Turn-of-nut 0 ❑Hard Washers 0 ❑Embeds 0 ®Weld Profile(s) P ❑Preheat Temp O ❑Cal.Wrench P ❑Tighten Sequence i 0 ❑Studs/Type: P S Welder Cert(s) p ❑TPner-pass t O ❑Tension Control O ❑Faying Surfaces O ❑Metal Decks ❑PAF ❑Weld P ®VT ❑UT [—]MT ❑RT ❑PT ❑Slip Critical 0 El Skidmore Tests 0 El Deck Material thickness O BOX DEFINTIONS:As Defined In AISC 360 Chapter N:P=Performed,0=Observed. LOCATION(S): Rotschy Fabrication REFERENCED DRAWINGS/DETAILS: Plans dated 11/10/21(Rev.2).Plans dated 10/22/21(Rev.1).WCC Combined Rev 1 PDF 1 OBSERVATIONS/ITEMS INSPECTED: Columbia West at Rotschy Fabrication for visual inspection of Fillet welds on the following items: 13B5 13B3 1364 13B6 14B5 14B6 14133 14137 14B4 16133 16B2 16B1 1563 11B8 11B6 11B7 11134 11135 12B5 12132 1261 12136 1263 12134 12B4 15B1 1562 8C4 60 7C1 8C5 6C1 7C4 8C8 6C1 7C3 6C2 6C5 6C1 7C2 6C2 8C2 Work completed appeared to meet project plans,specifications,and AWS D1.1 Table 6.1(2015). PARTIES NOTIFIED S General Contractor S Subcontractor [-]Architect [:]Engineer [--]owner []Other ❑Standby time To the best of my knowledge the work inspected was in accordance with building department approved design drawings,specifications and applicable workmanship provisions of the International Building Code. Re-Inspection ❑Yes NCR Issued ❑Non-Compliance ❑Except As Noted Required? ® NO ❑Requires Engineer's Acceptance(RFI) ❑Unapproved Drawings/Plans/Materials This report may not be reproduced except in full without pri r written authorization by Columbia West Engineering,Inc. DISTRIBUTION On File COLUMBIA WEST ENGINEERING,INC. authorized signature CWE-g52-r081721 Page 1 of 1 _V*XaV 11&Associates, Inc. Field Geotechnical Engineering•Environmental Engineering Report NO.:106220553292022JH Construction Testing and Inspection DATE: 3/29/2022 Set Count: CONTRACTOR: Rotschy's PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers&Switches Northest INSPECTOR: Jeff Huffinyer LOCATION: 2321 West Dayton Rd Shelton,WA JURISDICTION: Mason County KA P.M.: Wes Mahan WEATHER: Overcast TEMP:50 At the request of Jerry representing Rotschy's,I arrived on site at 18-318 WCC Xers&Switches at 9:15 am to perform field concrete testing in accordance with ASTM C1064,ASTM C172,ASTM C143 and ASTM C 31 for the Generator Building Perimeter Footings at grid lines 1-2/A-G.Upon arrival I notified Jerry that I was onsite and preformed a review of the approved mix design and foundation plan for gridline reference.After my review of the provided project documents and mix design submittal I made general site observations regarding the areas to be poured.Krazan inspector had completed the rebar inspection 3/28/22.1 verified coverage issues identified.Concrete was batched by Miles Sand and Gravel,Plant#208.45 yards of Mix Id 01550 were placed today.Concrete was placed using a Brundage Bone Concrete Pumping boom truck. Contractor consolidated the concrete using a gas-powered concrete vibrator and by hand.See concrete report 10622055CR03292022JH.Specimens were left onsite for initial curing. As dispatched,I completed the scheduled concrete specimen pick up.Specimens were cast by PS 3/28/22.5-4"x8"specimens were retrieved from the site;they did not appear to be tampered with.They were secured and transported to the Krazan and Associates,Inc.lab in Poulsbo,WA. David _ Reviewed By: Wright "-'- — ASTM Test#: Asset Number s To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425)485-5519 •Poulsbo (360) 598-2126 • Tacoma(253)939-2500 The information provided on this report is prepared far the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kra mn&Associates.This report indicates our inspectors observation and testing results baud on site conditions and contractor activities.This information is subject to mim prior to final submittal.13y signing this report our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the speck locations,and items inspected or tested. CONCRETE K1 azan&Ass o c i ate s, Inc. REPORT NO.: 10622055CRO32922JH Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 3/29/2022 CONTRACTOR: Rotschy's PROJECT#: 10622055 PERMIT#: PROJECT: 18-318 WCC Xers 8r Switches-Northeast Elec. INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Rd. Shelton,WA JURISDICTION: Mason County/DOC KA P.M.: Wes Mahan WEATHER: Overcast TEMP: 50° Field Data Reported Batch DATA Concrete: X Other: na Cement Type I/II Supplier. Miles Sand and Gravel Plant No.1 208 Site Mix: na Design Actual Slump Mix Air Unit Mix No. 01550 01550 Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight C. U.. 517 521 12:20 pm 1081 1 175504 1 nt 1 2 1 62° 1 50. 1 nt j F.Ash Its. C.Agg.Lbs 1860 1850 C.Agg.Lbs C.Agg.Lbs Placement Area Sam lbs 1460 1449 Location: Generator Building Perimeter Footings at grid lines 1-2/A-G. water 275 245 Specimens cast at 1.5/G. AdrmRure Admixture Admixture Air Ent (Oz/cwt.) Water Added On Job Site Remarks: Specimens left on site for initial curing. (Gals.) 10 Field Test ASTM Method Please Refer To Field Repot Number: 10622055DFRO3292022JH C172 C143 C138 C1064 C231 Inspector:Inspector:1 Jeff Huffmyer C31 Other Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: Cyl. Test Field wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By TYP ASTM C39 4/5/22 7 ASTM C109 4/26/22 28 ASTM C617 4/26/22 28 1 1 ASTM C1231 4/26/22 28 ASTM C1019 H OTHER Test Results Remarks: Results Reviewed By: Date: I Codes for Break Types: J P 2A 3 4 5 6 Offices Serving The Western United States concrete Report Effective 021=018 Lynnwood(425)485-5519 e Poulsbo(360)598-2126 a Tacoma(253)939-2500 rK me.nuem npaea m a,s re°sa.rawad ra me e�rMe o.e or ae ate.and�y mx ee rm�auua in+rry r°rrr vrw me xmen pemralm rme iem�e xw a a•.eore<.rn.ren•n nacre.°,r ir.•eeor•eesem.om�rsena ra•Ws m•ee on sire ovdxun rd wru•cly•ctlNlis.Tm•nbrririvi b•Wier t°reAevprior r•hN•ubeeei.By apnirq nw npaa.w n.e•rmr tlees m srsaet iwoaNGfly W•Itlily r malts.The•...Irnwnrm Iv seen N�aea Dy amse m•Ire. s r "Kn M &Associates, Inc. CONCRETE GEOTECHNICAL ENGINEERING-ENVI RON MENTAL ENG IN EERING CONSTRUCTION TESTING AND INSPECTION REPORT NO.: 10622055CRO32922-J H DATE: Tuesday, March 29, 2022 CONTRACTOR: Northeast Electric PROJECT#: 10622055 PERMIT#: N/A PROJECT: 18-318 WCC Xers &Switches - Northeast INSPECTOR: Jeff Huffmyer LOCATION: 2321 West Dayton Airport Rd Shelton, WA JURISDICTION: DOC KA P.M.: David Wright WEATHER: Overcast TEMP: 50° Field Data Reported Batch DATA Concrete: x Other Cement Typ F 1/11 Design Actual Supplier: Miles Sand&Gravel Plant No. 208 Site Mix: Mix No. 01550 01550 Cem lbs. 517 521 Time Truck# Ticket# Y Air Slump Inch Mix Temp(F) Air Temp(F) Unit Weight F.Ash lbs C.Agg.Lbs. 1860 1850 12:20 PMj 1081 175504 2 62° 50, C.Agg.Lbs. C.Agg.Lbs. Sand lbs. 1460 1449 Placement Area Water 275 245 Location: Generator Building Perimeter Footings at grid lines 1-2/A-G. Admixture Specimens cast at 1.5/G. Admixture Admixture Air Ent. OZ/cwt Water Added On Job Site Remarks: Specimens left on site for initial curing. (Gals.) to Field Test ASTM Method Please Refer To Field Report Number: 10622055DFRO3292022JH C143 P C138 ❑ C1064 M C173 ❑ C31 P C231 ElInspector: Jeff Huffmyer C172 0 Other ❑ Laboratory Data Design Strength 4000 @ 28 days Date Specimen Rec'd 3/30/2022 Cyl. Test Field Dia. Break Test Method Code Date Cure Age (in) Area C.F. Max Load Comp.Str, (psi) Set# Tested By Type ASTM C39 E Z0763 4/5 7 3.99 12.50 59040 4720 KO 3 ASTM C109 ❑ Z0763 4/26 28 4.00 12.57 76630 6100 KO 3 ASTM C617 ❑ Z0763 4/26 1 28 4.00 12.57 1 78920 6280 KO 3 ASTM C12310 Z0763 4/26 28 4.00 12.57 78690 2260 ! . KO 3 ASTM C1019❑ Z07631 H OTHER ❑ Test Results El Conforming Remarks: ❑ Non Conforming Results Reviewed B Date: 4/26/2022 Codes for Break Type H OD n 1 2 3 4 5 6 Offices Serving the Western United States Lynnwood (425)485-5519 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 Concrete Report Revision 11 Effective 02/11/2013 A � 1 Z0763 indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this repon,our Inspector does not accept responsibility for validity of the results.The same information has been provided by others on site.The test results apply only to the specific locations and items inspected or tested_ t� AN a NTLSTUDFR 4GPER a OIIA Sff a O11 ;� ELEV AND 251 so BOIDBEAABIPM31AB5 n E MRI MACRLL NDTEt e SEE NOTE SEE721'CALV M p1NG Ep1P PooiPRNT POOR)W EDGE OF iMA JONi FILLFA PEA/ACN 811EWMY it NTABNF]@r AVA L1 V41 VNSII6CONTrIN1Tr7 ®� ) FN GIAOE PERM = - ~ IOMTFMIBLPERARCK INTERMEDIATE I� NIU41 MEIDSMI@Ta N. Dala QTa 1WA 1r NRIrTPB q MN FMISN GRADE PER[NIL F CGICWGPEARNI C�CSLABPN�AN`ry F WXC SOGPEN RUIN NCEN1ERa WALL h im DOWEL®i'a N4% wQ17i6B iA�WS �6 P ]I LNNFERM wQ17GNAI <c y FIN FLR FIN FLR w RPBON1dUa PER iyyn NF OCR i PER PIANO PER 1. COORpIATE SI?f.OEPFX,aLDL11NMl a TRENCH MTH NOR d ARM 6 2 CCNTRACTOKSCMCE MUSE OPTION r - iP WIC WNL AId NSIIULIIONPEANMII PER IS ,/r.ND 81Mll AOROPTGIBF00.EMHEP607N 1v2 m NRigYL6Q1raEF8 TOFF PER 1/33.01 WALL AN TGF T1ENd1 SOERl I cLt; K grawA aH lv w HORi 11a Ef I BIOCKOUTATaNG WAiFA S7pP .. ISOG. JOIIITNL R PER PLAN PER PLAN `� 0.RWN0 y J 2MAl 1'-0' 3.4 fTG sli£dREMF iiG SIEdRENf RLNVLL / wLOXGCOXI @1P NAY CONE 9IF WMRttaLOGTAMIa EOUP�LTSR PEARPWAXNED PER PLAID a Sc1ED RENF7a PASTORIG b fQWPED�d PADWEWIPSUPRIER COCROICCAiFiN : FRNIDE 15 .M TWAT LWA51RPo1R etc T,F�Hv a PADWMCH d N:P DYGS iNIOAEXEO SIFBlAPrTYP AFNF NTPAIISY®IOIW. ODE TYP PERIMETER SECTION O TYP WALL SECTION AT DOOR O TRENCH AT SLAB-ON-GRA O EQUIPMENT HOUSEKEEPING PAD © FUEL TANK FOUNDATION SLAB SCALE:WC=1'-0' SCALE'.1C=V' SCALE.314'=1'-0' SCALE'.1"=I-0" SCALE:3,4'=1'-0" ♦♦ 7 7YP GPoD i? ♦ � � 71V 7 iYP � 1?TYP ♦ SEE I/s3.o1 FDRon yr n V GLL-0UTSNLY71ENN1 7?TYP PEN rANaIOR-Is _ PER 131 SO.21 i"iYPMGYWi A7COPoER fM MADE R0.DR V4 V J FM NUDE HER MR. I CONCsDGPOIT0� 1 7 FAWAY O I-.AN -BOLTS TYPAB,AYOIR FIN FLR PER 131 5021 �� P. a cONCWNL ITGF �% E 6w.o1 FORDTL +J - RONE6RENE GLLDUISM a\MONPERRNIdSGIm DfRGA AT NTERFACE O TYP PERIMETER SECTION ® NITROGEN TANK ENCLOSURE O ENCLOSURE BASE PL fn SCALE:34'=1'-0" SCALE:34'=1'-0' SCALE'.14'=1'-0' � M O m V11 0EU FRAW COL PER RAN 4- DEANM U - INCCRITM !P� N+ R LUG PER SCHENIE.TYP L ob R.THEKESS PER SCHEDULE QNcoLPBIPVM. CLCoL OW 3oiFdlDLSFT acLGU55ETPL /}PP��A ELEVATIOON C MACE PER SHEAR L BASE UG W NNC / / NSBFSOF 3' 6' 6' r 3' E tl DEJAVID II R RDDPER �CR Nw wNL. !A�V DEMANDUN W C.P. MANE) CRRA aRffCk SCHEDULE, TYP �PQ) � U ML afy4m* / �✓ RmKmss-* PEA SCNEWIE SP I GISSRFLFr5R4 Q ~ O 7R-GROLT URDEA BASER OPTIONAL ERECTION BOLT SHEARLUG IIFAVYIIFA O ♦U) LL Ra6N A BRA DFRAIECOL t/4 a U vJ 1= �' aCa RRRAN HOIF INBASERRRNSCTNiEIQ WP :IT, — --- QSNFMWG SOIEWIE S2,YPFER FWRIEENIN EgtION F 0 Z Q TOPREINRNED �AAAHa BASER.THIGNESS MASERIINWRBN h 6 L- TOESDEa 6ARNG1(t y6 CRITICAL PER SCHEDULE 52 O Q I-17"WT T r MWxD 1 EAR LUGS 0.NCIi0RR00PER Qta N' AIA T It? W T 00 s11ENRLUGR21rWIDE TW CL GUSSET R b - N(RIOUTPER O C G) UND CL FAARRWG W11FFWW1kSESTI)HEEKIEVELINGBORRSW +' Q' Q ITACNASAEOD \� t) O O r� ILL- FM > LRADEIOANUMN a) i V, O FLY431Kb..31Q RDD,S a PER }I WASHER&HEAVYHUI XUridB WREN LOWES7 rOFRODCNEG r4- ,V N r/�� ~ THREADS ABOVEMDRLOWNUT v/ F N V' 1 GUSSET&BASE PL AT BRACED FRAME ANCHOR BOLT AT BRACED FRAME REV. RELEASE DATE SCALE.1'=1'-0' SCALE:I'=1'-0' PERMITSE'r 11/0M20 APPROVED AS NOTED — — Project shall comply with permit conditions as _ Mason County Permitting noted on the permit. Permit Number COM 2021-00001 The plans shall be on site at the time of the Pages 1-54.Pages 1-33 reviewed under inspection.Failure to have permit and plans on this permit;other pages are for reference site may require re-inspection. PROJECT 2015J18Bf31 and governed by other agencies. HAR PROJECT 102IG Any plan revisions shall be submitted and CHECKED Bo approved PRIOR to installation or field changes. APPROVED BY RG Changes in Engineering Documents or Details SHEETTITLE require a letter and stamped detail unless DETAILS otherwise approved. Permit COM 2021-00001 Job Copy Plan Set SHEET NUMBER S3.01