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Home My WebLink AboutCOM2016-00110 Hatchery Bridge Project - COM Inspections - 3/10/2017 Mason County Community Services k Building Division SPECIAL INSPECTION & 515 W Alder Street Shelton, WA 98584 -ss TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason,tiva.us (All references are per the 20151nternational Building Code) Project Name: Washington State Department of Fish and Wildlife/Mckernan Hatchery Project Address: 413 W Deyette Rd,Shelton Building Permit Number: COM2016-00110 Date Issued: BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement and include the name and address of the company or inspector. 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 INSPECTION 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. Areas rQquiri0g special:'inspection Name ofi:Agencycl Address,&contact information ❑ Unapproved Fabricators(BC 1704.2.5) Other than Structural Steel(IBC Table 1705.2.2) ❑ Steel floor&roof decks ❑ Welding of reinforcement ❑ Cold-formed steel Structural Steel �� (�c�J��p1 W ❑ Welding(Per N5.4 of AISC 360-10) �y y�`` D ❑ Details(Per N5.7 of AISC 360-10) lJ� X High-strength bolts(Per N5.6 of AISC 360-10) 17 of 20 Concrete Construction(perlBCTable 1705.3) LA.D S A,ME A-----,) X Reinforcement,embeds,anchors(pg 17 of 20) ❑ Formwork X Materials(pg 17 of 20) 1 �y ❑ Shotcrete "'�) ❑ Post-tensioned/Pre-stressed Concrete ` ❑ Erection of precast concrete l P LC ` t L t,? 0 Page 1 of 3 T--1 L-C 177 Mason County Community Services Building Division SPECIAL INSPECTION & 6.15 WAlderstreet = Shelton, WA 98584 TESTING AGREEMENT 360.42Z9670 ext. 352 www.co.mason.wa.us Areas requiring special ipgpecC7Qr� �; Game of Agency Address Contactlnformation Masonry Construction(lBC 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&TM5-602) Wood Construction ❑ High-Load Diaphragms(IBC 1705.5.1) ❑ Wood Trusses>60ft(IBC 1705.5.2) ❑ Soils(IBC Table 1705.6) ❑ 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) ❑ FIFS(IBC 1705.15) ❑ Fire-Resistant Penetrations(IBC 1705.16) ❑ Smoke Control(IBC 1705.17) ❑ Structural Steel(IBC 1705.11.1&AISC 341-10) ❑ Structural Wood(113C 1705.11.2) Page 2 of 3 .4i Mason County Community Services Building Division SPECIAL. INSPECTION & WAIderStreet- - -- Shhee lton, WA 98584 � -— 360.427.9670 ext. 352 8j4 , TESTING AGREEMENT www.ca.mason.wa.us ❑ 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) ❑ Other (IBC 1705.1.1) ❑ Other (18C 1705.1.1) Declaration by Engineer I, the design professional in responsible charge for this project, declare that the above listed special inspection and structural testing items are required for this proj I aGcardan vuith 1135Chapter 17. �� o Signature Date �,po 30721 �, �GISTERti SSIGNAL EEC' Declaration by Owner 1,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. 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 Page 3 of 3 I STAre pa 0 6 > �y�IA89 10'' State of Washington DEPARTMENT OF FISH AND WILDLIFE Mailing Address: 600 Capitol Way N • Olympia,WA 98501-1091 • (360)902-2200,TDD(360)902-2207 Main Office Location: Natural Resources Building• 1111 Washington Street SE•Olympia,WA March 10, 2017 Mason County Building Department 615 W.Alder St Shelton WA 98584 Dear Building Official: The following packet contains the construction information for the McKernan Hatchery Bridge project, building permit Number COM2016-00110, located at the Department of Fish and Wildlife Hatchery located at 413 W Deyette Rd, Shelton WA 98584. You will find the necessary permit information, special inspection information, and project approval by our Chief Engineer, Glenn Gerth, PE. If there is any additional information you may need regarding this project or the permit, please feel free • to contact me at.Kristen.kuVkendall@dfw.wa.gov or(360) 902-8383. Sincerely, Kristen Kuykendall, P.E. Capital and Asset Management Program Enclosure (1) cc: Glenn F. Gerth, P.E., Chief Engineer WDFW McKernan Hatchery Bridge Special Inspection Report December 15, 2016 . The Mckernan Hatchery bridge project consists of replacing culverts with a concrete precast, prestressed,voided slab bridge and adding a fish screen structure with grated walkway. The bridge was purchased from Concrete Technology Corporation. CTC is certified by WSDOT and B4/C4 certified by Precast/Prestressed Concrete Institute (PCI). All concrete work for the bridge deck was certified and inspected by CTC staff. CTC certification was provided with the building permit application. A fully designed and constructed bridge was purchased by Washington Department of Fish and Wildlife (WDFW.) WDFW is the owner and the design engineer for this project. WDFW hired a contractor to install the bridge and the walkway. Boettcher and Sons Construction. The contractor was responsible for the pre-cast foundations and assembling the aluminum walkway. WDFW staff was on-site performing water quality testing and construction inspection throughout the project. As required,continuous inspection was performed by WDFW construction inspection staff, on the pre-cast concrete work performed by the contractor including: • Rebar inspection • Formwork • Warm weather curing protocol • Concrete pouring Concrete cylinders were taken by WDFW construction inspection staff, cured appropriately and sent to the WSDOT testing lab in Lacey, WA for 3, 7, and 28-day compressive strength. Appendix A has the WSDOT test results. WDFW inspection staff consists of Construction Project Coordinator 1's and 2's with a minimum of 2 years construction project management and inspection experience. Inspectors are supervised and daily inspection reports peer reviewed. Inspection staff in overseen by a professional engineer who reviews the photos,visits the site, and reviews the reports. Any discrepancies or questions are identified and addressed by the professional engineer. All inspectors are approved by the WDFW Chief Engineer, Engineer of Record. Staff for this project include: • Chris Alston CPC1- Inspector • Joshua Brown, PE - Inspector • Casey Davidson CPC2—Bridge Inspector • Kristen Kuykendall, PE—Project Engineer • Glenn Gerth, PE—Chief Engineer, Engineer of Record Daily inspection reports are generated documenting the quality and quantity of work completed. The Inspection Daily Reports(IDR's)for this project are included in Appendix B. • Secondary to the bridge is the fish screen support structure with walkway. The foundation slab for this structure was poured with the bridge abutments. It meets all strength specified by the engineer of record. The walkway was anchored to the slab with stainless steel bolts. Identified in the stamped drawings the bolts were installed as designed. The model of the bolt was changed with the approval of the project engineer and the engineer of record. The strength of the bolt was not changed and installation was inspected by WDFW Staff. All work was approved by the project engineer. The walkway is gated and only accessible to trained WDFW hatchery and construction staff. Appendix C has the approved anchor bolt cut sheet. Appendix D is a collection of inspection photos,verifying proper construction technique, careful inspection,and adequacy of the project. As the owner, engineer, and operator of the hatchery and the bridge project, all aspects of fabrication and installation are approved as being to the design standard. Any questions regarding the project can be directed to Kristen Kuykendall, PE, Kristen.KuVkendall@dfw.wa.gov . Appendix A Concrete Cylinder Compression Strength Test Results Washington State Department of Transportation State Materials Laboratory PO Box 47365 Olympia WA 98504/ 1655 S. 2nd Ave Tumwater WA 98512 PCC Compressive Strength Test Report AASHTO T 22 Work Order: NM0076 Sample ID : 0000011e4e6 Section : Weaver Cr Abutment-Walkway Slab State Route No : Lab Number: J0160653 Project Engineer: Kristen Kuykendall Bid Item No : Org Code : 1 Date Received : 8/23/2016 Local Agency No : Cement Brand and Type : Ashgrove Material : Concrete Class 4000 w/o air-6-02.3 (2)A Cement Wt : Concrete Class : Concrete Class 4000 w/o air-6-02.3(2)A FlyAsh Brand and Type : Slag Supplier: FlyAsh Wt : Mix Design Number: 0442A Water Lbs/Cu Yd : Mixing Plant: Miles Sand/Grav AEA per CY: Date Made : 8/22/2016 WRA per CY: Curing Procedure Add'I Admix. per CY : Min Temp : CAC source : . Max Temp : FAC Source : Date Tested : 9/19/2016 Slump : Test Age : 28 Days %Air: Sample Location : Cert.#of Truck Sampled Concrete Plant Location : Shelton Temp Of Concrete Cylinder No: 5 6 . Avg. Diameter(in): 4.01 4.02 Cross Section Area (sq.in): 12.60 12.66 Original Height(in): 8.06 8.03 Original Weight(lbs): 8.80 8.86 Density(Ibs/cf.): 152.19 150.60 Trimmed Length(in) : 7.93 Length/Diameter Ratio: 1.98 2.00 Correction Factor: 1.00 1.00 Maximum Load (Ibs): 67,882 67,161 Compressive Strength (psi) : 5,390 5,300 Fracture Type: Shear Cone Average Compressive Strength : 5,350 PSI Result Code: Meets Specifications Kurt R.Williams, P.E. Remarks : State Materials Engineer Garrett Webster By: Structural Material Testing Engineer Date: 9/20/2016 Phone: (360)709-5446 Billing Code T46E-2 T46H-1 0 Washington State Department of Transportation State Materials Laboratory PO Box 47365 Olympia WA 98504/ 1655 S. 2nd Ave Tumwater WA 98512 PCC Compressive Strength Test Report AASHTO T 22 Work Order: NM0076 Sample ID : 0000011 e4e5 Section : Weaver Cr Abutment-Walkway Slab State Route No : Lab Number: J0160652 Project Engineer: Kristen Kuykendall Bid Item No : Org Code : 1 Date Received : 8/23/2016 Local Agency No Cement Brand and Type : Ashgrove Material : Concrete Class 4000 w/o air-6-02.3 (2)A Cement Wt : Concrete Class : Concrete Class 4000 w/o air-6-02.3(2)A FlyAsh Brand and Type : Slag Supplier: FlyAsh Wt : Mix Design Number: 0442A Water Lbs/Cu Yd : Mixing Plant : Miles Sand/Grav AEA per CY: Date Made : 8/22/2016 WRA per CY: Curing Procedure Add'I Admix. per CY : Min Temp : CAC source : . Max Temp : FAC Source : Date Tested : 8/29/2016 Slump : Test Age : 7 Days %Air: Cert.#of Truck Sampled Sample Location : Concrete Plant Location : Shelton Temp Of Concrete : Cylinder No: 3 4 Avg. Diameter(in): 4.01 4.00 Cross Section Area (sq.in): 12.60 12.57 Original Height(in): 8.05 8.13 Original Weight(lbs): 8.84 8.78 Density(lbs/cf.): 150.60 151.06 Trimmed Length(in) : 7.99 Length/Diameter Ratio: 2.01 2.00 Correction Factor: 1.00 1.00 Maximum Load (lbs): 55,537 56,277 Compressive Strength (psi) : 4,410 4,480 Fracture Type: Shear Shear Average Compressive Strength : 4,450 PSI Result Code: Informational Kurt R.Williams, P.E. Remarks : State Materials Engineer Garrett Webster By: Structural Material Testing Engineer Date : 8/30/2016 Phone: (360)709-5446 Billing Code T46E-2 T46H-1 Washington State Department of Transportation State Materials Laboratory PO Box 47365 Olympia WA 98504/ 1655 S. 2nd Ave Tumwater WA 98512 PCC Compressive Strength Test Report AASHTO T 22 Work Order: NM0076 Sample ID : 0000011e4e4 Section : Weaver Cr Abutment-Walkway Slab State Route No : Lab Number: J0160651 Project Engineer: Kristen Kuykendall Bid Item No : Org Code : 1 Date Received : 8/23/2016 Local Agency No Cement Brand and Type : Ashgrove Material : Concrete Class 4000 w/o air-6-02.3 (2)A Cement Wt: Concrete Class : Concrete Class 4000 w/o air-6-02.3(2)A FlyAsh Brand and Type : Slag Supplier: FlyAsh Wt : Mix Design Number: 0442A Water Lbs/Cu Yd : Mixing Plant : Miles Sand/Grav AEA per CY: Date Made : 8/22/2016 WRA per CY: Curing Procedure Add'I Admix. per CY : Min Temp : CAC source Max Temp : FAC Source : Date Tested : 8/25/2016 Slump : Test Age : 3 Days /o Air: Cert.#of Truck Sampled Sample Location : Concrete Plant Location : Shelton Temp Of Concrete Cylinder No: 1 2 Avg. Diameter(in): 4.00 4.01 Cross Section Area (sq.in): 12.57 12.60 Original Height(in): 8.05 8.11 Original Weight(lbs): 8.74 8.78 Density(lbs/cf.): 151.13 150.89 Trimmed Length(in) : 7.95 7.98 Length/Diameter Ratio: 1.99 1.99 Correction Factor: 1.00 1.00 Maximum Load (lbs): 41,977 42,345 Compressive Strength (psi) : 3,340 3,360 Fracture Type: Shear Shear Average Compressive Strength : 3,350 PSI Result Code: Informational Kurt R.Williams, P.E. Remarks : State Materials Engineer Garrett Webster By: Structural Material Testing Engineer Date: 8/25/2016 Phone: (360)709-5446 Billing Code T46E-2 T46H-2 Appendix B Inspection Daily Reports i r Washington Department of INSPECTOR'S DAILY INSPECTION REPORT FISH and WILDLIFE Weather xBright Sun ❑xClear ❑Overcast Rain ❑Snow Date 17 August 2016 Temperature []To 32 32-50 ❑50-70 00-85 085 up Project McKernan-Weaver Creek Bridge Wind xStill Moderate []High Project Number Humidity El Dry xModerate Humid Contractor Boettcher and Son Construction Superintendent Caleb Boettcher Work Performed:List Sub-Contractors and Type of Work,Communication with Contractor. Trade No. -Project Manager Arrive on site 8:30AM Construction Manager Su erintendent 1 Chris Gourley and New Mike on site and beginning de-fishing of work area. Carpenter Laborers 1 Contractor on site and I assist him and crew in installing upstream rigid fish screens. While Iron Workers this task is under way,Chris and Mike deploy DS net. Once rigid screens are in place,de- Mechanical HVAC fishing begins. Plumbers Painters . Crew ties steel abutment cages up in the meantime and completes. I checked all dimensions Electrical WorkersConcrete Finishers for correct clearance/dimensions. All appears to be in order according to specifications and Roofers drawings. Forms to be constructed in the remainder of this week. Concrete to be placed on Equipment erators 1 Monday 22 August,tentatively. Time to be determined later. Owner Operator To date,no concrete submittal has been received from contractor. I give a call to Mr. Boettcher and remind him to submit concrete submittal prior to pouring the abutments. Contractor acknowledges and agrees to have the submittal to Kristen or myself by Friday 19 August. Total Workers 3 Some discussion between contractor,Jorge Villareal and I regarding dates on HPA for in- water work. No large woody debris has been placed as yet,and contractor has only two Equipment No. weeks to complete in-water tasks. Contractor asks about possibility of extending HPA work Pick-up Truck 1 window. After discussion with Kristen,it is agreed CAMP will not seek an HPA time Excavator 2 extension on the contractor's behalf. I let contractor know by phone that WDFW expects 4"Pump Diesel 1 him to hold to the schedule and install all in-water work by 31 August as the permit dictates. He acknowledges and agrees to work to that goal. Equipment trailer 1 Discussion between contractor and I regarding use of neighbor's driveway to facilitate bridge delivery truck. I explain that this will be up to him and bridge delivery company. I supply neighbor's phone number and name to him. While on site contractor's excavator arrives on site. Appears to be a 135 series machine. Casey off site 1:OOPM Inspector: Engineer Signature Signature Continuation Page: (Photos and captions, scanned data, additional documentation) Insert photo here DESCRIPTION: Inspector: Engineer Signature Signature Washington Department of INSPECTOR'S DAILY INSPECTION REPORT j FISH and WILDLIFE Weather xBright Sun xClear ❑Overcast Rain ❑Snow Date 22 August 2016 Temperature ❑To 32 32-50 ❑50-70 x70-85 085 up Project McKernan-Weaver Creek Bridge Wind xstill Moderate ❑High Project Number MN:H#&-14-1 Humidity xDry ❑Moderate Humid Contractor Boettcher and Son Construction Superintendent Caleb Boettcher Work Performed: List Sub-Contractors and Type of Work,Communication with Contractor. Trade No. Project Manager 1 Arrive on site 8:OOAM Construction Manager Superintendent Carpenter on site and assembling forms for pre-cast in-stream screen walkway panels. (3) Carpenter 1 separate panels constructed with interlocking"knock-outs"built in. Check all panels for Laborers 2 overall dimensions and all appears correct at 26' 1-'/2"x7'x 12"deep. Panels appear square. Iron Workers Mechanical HVAC Laborers preparing flat level surface to cast both in-stream panels and abutments. Laborers Plumbers taking care to make the surface clear of gravel and compacting using a plate compactor. Painters Electrical Workers Surface has been covered by construction fabric and wetted slightly. Concrete Finishers Roofers Likewise,I've checked abutment forms for true and correct dimensions and they appear to Equipment erators 1 check out well. All reinforcing for both the panels and abutments appear correct in Owner Operator dimension and clearances from top of subgrade,sides of form and top of concrete surface. All bar intersections are true 90' angles and firmly hand tied with wire. No dobies are used in this pour. All cages and mats are hung from temporary 2x4 trusses and wire. This makes a clean looking install with no opportunity for cracking at dobies. On the East end of project,I've checked progress on the LWD jams. On the right bank side, Total Workers 4 just DS of the weir,only 5 out of 6 log/wads have been installed. Install is not complete as the contractor has yet to install the Manta Ray anchors. No woody debris has been installed Equipment No. on the Left bank side yet. Contractor understands from my conversation with him this Pick-up Truck 2 morning,and reviewing the prints together that he will still be required to install all small Equipment Trailer 2 root wads as depicted in prints and anchor all logs using(2)minimum anchors per log. That 12"Pump Diesel 1 makes a total of 24 anchors which he acknowledged. Contractor has silt boom deployed in water as called out by permits and specifications. Contractor also knows he is required to 4"Pump Diesel 1 submit silt and turbidity testing,(as per acknowledging Kristen Kuykendall's verbal Excavator 2 reminder and discussion)but declined to produce a log of testing while he was constructing in-water during the past weekend. All logs installed to this point appear secure and as per prints and expectations. Nichols Trucking,contractor to bring bridge to site,was on site today with truck to make a "dry run"test. Driver states that he had no trouble getting his rig into the site,although it is a bit snug around corners. Driver stated he could see no reason why bridge couldn't be delivered to site on his truck. Inspector: Engineer Signature Signature Date for bridge delivery remains the same as Friday,26 August. Contractor is coordinating crane to be on site at same time as bridge arrival so that crane can make one pick from truck to abutments,pending acceptable concrete cylinder break test from MATS lab. Concrete was placed in forms today starting at 1:OOPM. After 1st truck arrived,I waited for approx. '/2 CY to be discharged to clean out area and took my sample. Conrete temp 77' and tested on site at 5.5 slump. Truck ticket states that concrete was mixed to 4"slump. I made three(3)sets of two cylinders. Two(2)each for 7, 14,and 28 day break. Cylinders were placed in WDFW's picknic cooler in approx. 8"depth tepid water. Cooler was left on grassy level surface in shade beneath large Oak tree in residence yard. Cooler will be transported to MATS lab on following day. Contractor placed concrete in lifts in each form,approx. 8"lifts and vibrated gently between lifts. Concrete to be troweled off and given a light broom finish. Concrete placement was finished approx.2:45 PM. Two trucks total for 13CY placed. Casey off site 3:1 OPM Continuation Page: (Photos and captions, scanned data, additional documentation) Insert photo here DESCRIPTION: Inspector: Engineer Signature Signature Washington Department of INSPECTOR'S DAILY INSPECTION REPORT FISH and WILDLYE Weather xBright Sun xClear ❑Overcast Rain ❑Snow Date 25 August 2016 Temperature []To 32 32-50 ❑50-70 x70-85 ❑85 up project McKernan Bridge Wind xStill Moderate [I High Project Number MN:H37:14-1 Humidity xDry ❑Moderate Humid Contractor Boettcher and Son Construction Superintendent Caleb Boettcher Work Performed: List Sub-Contractors and Type of Work,Communication with Contractor. Trade No. Project Manager Arrive on site with Chris Alston and Josh Brown 9:30AM Construction Manager Superintendent 1 Contractor on site and currently working on engineered log jams on right bank scour hole in Carpenter work area 2. Laborers 1 Iron Workers Current log jam is coming together and appears to be in line with prints and WDFW Mechanical HVAC expectations. No anchors have been installed yet,but are on site for both log jam locations. Plumbers I verified that the contractor has the correct number of anchors to fulfill requirements and Painters had brief conversation(again to reinforce W Electrical Workers DFW requirements of minimum 2 anchors per Concrete Finishers log). I asked Caleb when he anticipates installing the anchors and explain that WDFW want Roofers to be on site during the install,and Caleb only tells me that"it will be early in the next Equipment erators 1 week." I instruct Caleb to provide an exact date by end of work day on Friday 26,and he Owner Operator agrees. Log jam on left bank has not been started yet,but silt boom is in place per permit requirements. Only four logs on site for the left bank jam,but Caleb confirms he has the last two logs set to arrive late this week. While onsite,I witnessed Caleb and an employee assistant walk downstream to take water samples of turbidity. I did not verify quality of water or sampling technique,but I did verbally reinforce to Caleb the importance of following through with the water sampling requirements. Total Workers 3 I had a brief conversation with Caleb regarding date of bridge arrival on site. Current date Equipment No. of arrival was set for Friday 26,the date has yet again been pushed back to next week. At Pick-up Truck 1 this time,Caleb declined to give an exact date,rather tells me that the bridge will be on site Equipment Trailer 1 "Thursday or Friday". I instruct Caleb to call or email with an exact date and approximate 4"Pump Diesel 1 time by end of work day on Friday 26,and he agreed to follow through. 12"Pump Diesel l About half of the ecology blocks for lining the channel are on site. Caleb tells me the Excavator 2 remainder of blocks are on their way and should be on site by end of day today. Boom Truck/Flatbed 1 Although bridge install location is delineated with super sack sandbags,the culverts remain in place. The cut is only partially excavated down to water level. Upland dewatering area for construction slurry is in place just to the West of cattle guard at the entrance of the hatchery. Dewatering area appear to be installed correctly using silt Ah fence and straw wattles in place of hay bales. Dewatering area is located on the grass and qW Inspector: Engineer Signature Signature should provide adequate infiltration as expected provided the contractor does not overload the area with more water than the site will accommodate. Pre-cast bridge abutments and walkway slabs remain untouched and covered in wetted burlap. While on site I witnessed a construction employee wet the burlap several times with garden hose. Contractor appears to be following warm weather cure specifications adequately. Casey,Josh and Chris off site 11:00AM Continuation Page: (Photos and captions, scanned data, additional documentation) Insert photo here DESCRIPTION: Inspector: Engineer Signature Signature Washington l� Department of INSPECTOR'S DAILY INSPECTION REPORT } FISH and W Uff Weather ®Bright Sun ❑Clear ®Overcast ®Rain ❑Snow Date August 31,2016 Temperature Oro 32 032-50 050-70 070-85 085 up Project McKernan Bridge Wind ®still ❑Moderate ❑High Project Number MN:H37:14-1 rHuidiTy ❑Dry ®Moderate ❑Humid Contractor Boettcher and Son Construction Superintendent Caleb Boettcher Work Performed:List Sub Contractors and Type of Work,Communication with Contractor. Trade No. Arrived onsite at 10:15am with Casey D. Project Manager Construction Manager Blocks have been placed on right bank where the bridge will go.The blocks at the upstream Superintendent end are not level.They are higher at the upstream edge.They are also only 1 block deep Carpenter there.There is an electrical line under the 3`d block from the upstream end. Laborers 2 Iron Workers The culverts are still in place and the area has not been excavated.The steel walkway is Mechanical HVAC onsite.The forms have been removed from the walkway slabs and the bridge abutments.The Plumbers • keyways on the slab are not very good.There are a lot of rock pockets but they should still Painters Electrical Workers do the job of tying the slabs together. Concrete Finishers Roofers The root logs have been tied in place on both banks.The anchors on the right bank were not Equipment Operators 1 set but the ground in the area appears solid and each log has at least 2 ties on it,so we did Owner Operator 1 not ask them to set those anchors.The anchors on the left bank were set using the excavator. Each was pulled up about 8"to set them.The ground appeared very solid when the anchors were driven and they used a 10' steel rod to get the anchors to the correct depth of 6'.The silt boom on both banks has been removed and work is complete at site 2. There is a space on the block wall(between blocks 2 and 3)on the right bank that is about 1- Total Workers 4 2"wide.Caleb was adamant that the blocks are sitting on the locking guides on the block below. Equipment No. Pick Up Truck 2 Kristen arrived onsite around 11:30am.Dave arrived onsite around 12:40pm. Dump Truck 1 Dave was onsite to talk to Caleb about the electrical wire that runs under the construction Excavators 2 site.Dave called PUD and they will have someone onsite tomorrow to assist Caleb in Compressor 1 locating the wire on the left bank. Jack Hammer 1 Cutoff Saw 1 Dave offsite around 1:15pm. 4" um 1 12"pump 1 At 1:30pm they started the 4"pump to dewater the work area and they began excavating behind the block wall on the right bank.They excavated down—3' and placed—1 Ocuyd of quarry spalls in the excavated hole(3'x4')which was the length of the abutment.This was compacted with the smaller excavator. They hauled the excavated material away with the Inspector: Josh Brown Engineer Signature ?74-41- 9 euHP Signature dump truck. The rain stopped and the sun came out around 2pm. . Caleb used 2/3 ballast(2")and 1/3 5/8"stone that was mixed at the quarry as his ballast layer.Kristen verbally approved this onsite. They began placing the ballast stone on the right bank at 3:40pm on top of the quarry spalls. Conversations 10:45am Casey and Ispoke to Caleb.He told him to add a second row of blocks under upstream blocks on the right bank,except where the electrical wire is located.Caleb is very unsure of the bridge installation.He made several comments on the amount of water and the difficulty it is causing.Casey urged him to get supersacks onsite to delineate the work area in order to remove the culverts. 12pm Kristen,Casey and I spoke to Caleb about the plan for the site.We suggested using a full coffer dam upstream and downstream and pumping the water using the 12"pump that he has onsite to bypass the water.Defishing will happen on Friday this week and Caleb agreed to that.He was reluctant about placing another block under the upstream end of the block wall on the right bank.He agreed to add 1 block at the corner after some discussion about the power line location.He also had reservations about the spalls behind the block wall but got started after Kristen pushed him to get moving. 3:30pm Kristen,Casey and I spoke to Caleb and Casey gave him a suggested plan for the next few days(until Tuesday)and he was ok with it.The plan laid out getting the left bank wall in place and placing the quarry spalls and ballast stone on Thursday/Friday as well as defishing on Friday.Then excavate the center area on Saturday,remove the culverts and establish a gravity bypass.Then start placing the walkway on Tuesday.Kristen suggested he put a screen downstream with the supersack coffer dam for the gravity bypass so he doesn't need to defish again next week as he won't want to run his pump all weekend. Offsite at 3:45pm. Continuation Page: (Photos and captions, scanned data, additional documentation) Inspector: Josh Brown Engineer Signature Signature DESCRIPTION:Keyway on one of the walkways M, I& DESCRIPTION:View from right bank at site 2 looking at left bank R Inspector: Josh Brown Engineer Signature Signature DESCRIPTION:Quarry spalls in place and compacted on the right bank at site 1 Inspector: Josh Brown Engineer Signature Signature - Washington Department of INSPECTOR'S DAILY INSPECTION REPORT FISH and #UDLH Weather xBright Sun xClear []Overcast Rain ❑Snow Date 13 September2016 Temperature []To 32 32-50 050-70 x70-85 ❑gs up Project McKernan Hatchery-Weaver Creek Bridge Wind xStill Moderate El High Project Number MN:H37:14-1. Humidity ❑Dry xModerate Humid Contractor Boettcher and Son Construction Superintendent Caleb Boettcher Work Performed:List Sub-Contractors and Type of Work,Communication with Contractor. Trade No. Project Manager Arrive on site 11:OOAM. Construction Manager Superintendent Only one worker on site today. Equipment operator is smoothing some soil just North of Carpenter North abutment between abutment and asphalt. Additionally,he is tidying up and collecting Laborers some construction trash,material for disposal off site. Iron Workers Mechanical HVAC All rigid screens have been removed from the stream and waterway is open to fish Plumbers migration. I've asked the contractor to stack the screens near the telephone pole to be Painters Electrical Workers removed from site by WDFW. Concrete Finishers Roofers Walkway bracing is installed to the slabs via stainless anchor bolts as proposed by the Equipment erators 1 contractor. Anchor bolt installation appears clean and correct with bolt heads nearly flush Owner Operator with top of nuts. No information or submittal has been provided to date as requested by Project Manager. I printed off and presented(7)Field Authorizations to Joe,equipment operator on site. He will forward to Caleb this evening when he returns to the office. Total Workers 1 Confirmed bridge delivery date of Wednesday 14 September. Crane scheduled to be on site 7:OOAM. Abutment will be set first with first bridge section arriving at 9:OOAM. Equipment No. Subsequent sections will arrive in half hour intervals after that. Pick-up Truck 1 Pump 4"Diesel 1 Snell Crane representative was on site to assess site and plan logistics. Crane rep is Excavator 2 confident that they can make all picks smoothly. Some concern from crane company with crossing cattle guards. I expressed to both contractor and crane representative that crossing Plate Compactor 1 cattle guards is their responsibility and any damage caused by crossing will be their liability. Casey off site 1:30PM. Inspector: Engineer Signature Signature Continuation Page: (Photos and captions, scanned data, additional documentation) DESCRIPTION: Looking West at North abutment. Abutment subgrade is at grade and thoroughly compacted. p " r �} 4� IV '� ' lt's,+i �a�°•�. �lu i't[ •a.��,= 'W �W 3 � S �� ,�ti Y Insertphoto here �1 Inspector: Engineer Signature Signature DESCRIPTION: . ' :.. �- Upstream screen set removed and stream is free-flowing. e : a x e. Y, rrt M � t., �x r. rt photo here Inspector: Engineer Signature Signature � Washington Departinent of INSPECTOR'S DAILY INSPECTION REPORT FISH and WUJMF Weather x Bright Sun x Clear ❑Overcast ❑Rain ❑Snow Date 09 September 2016 Temperature ❑To 32 ❑32-50 x 50-70 070-85 ❑85 up Project McKernan Hatchery Bridge and Walkway Wind ❑still x Moderate []High Project Number MN:H37:14-1 Humidity x Dry El Moderate ❑Humid Contractor Boetcher& Sons, Inc Superintendent Caleb Boetcher Work Performed:List Sub-Contractors and Type of Work,Communication with Contractor. Trade No. Arrived on site at 10:57am Project Manager Construction Manager The contractor has anchored the slabs to the ecology block and grouted the holes. Superintendent Carpenter The outlet for the creek diversion has disturbed the creek bed downstream of the project.I Laborers reminded the contractor to make sure to have systems in place to keep the creek bed intact.I Iron Workers also reminded him to return the creek bed to its undisturbed state.He indicated he would Mechanical HVAC make the necessary adjustments to his system and would repair the creek bed. Plumbers Painters Electrical Workers The walking bridge has been set and the contractor indicated the anchors would be installed Concrete Finishers 09.09.16.Kristen Kuykendall requested the cut sheet for the anchor bolts as the contractor is Roofers utilizing anchor bolts that differ from what is called out in the plans.I called and left a Equipment Operators 2 message for Caleb Boetcher requesting the information. Owner Operator 1 The bridge is scheduled to be installed on 09.14.16. The contractor plans to place the last 3 ecology block on the right bank 09.15.16 after the bridge installation on 09.14.16. Total Workers 3 All of the ecology blocks are installed on the left bank with the exception of the one ecology block that was dislodged during the excavation for that side of the ecology block wall. Equipment No. Excavator 2 Off-site at 2:00 pm 12"Diesel Pump 1 4"Diesel Pump I Pickup Truck 2 Dump Truck 1 Flatbed Trailer 1 Inspector: Christian Alston Engineer Signature Signature Continuation Page: (Photos and captions, scanned data, additional documentation) DESCRIPTION:Grouted anchor holes. p III.. DESCRIPTION:Placing the walking bridge. t Continuation Page: (Photos and captions, scanned data, additional documentation) DESCRIPTION:Walking bridge in place,picture taken from right bank. k.r�tk ;. DESCRIPTION:Walking bridge in ' place,picture taken from left bank. - a +jam#' r' � j: i r - Washington Department of INSPECTOR'S DAILY INSPECTION REPORT FISH and WILDLIFE Weather [I Bright Sun []Clear xOvercast xRain ❑Snow Date 31 August 2016 Temperature ❑To 32 32-50 x50-70 070-85 085 up Project McKeman-Weaver Creek Bridge Wind xStill Moderate []High Project Number MN:H37:14-1 Humidity [I Dry ❑Moderate xHurnid Contractor Boettcher and Son Construction Superintendent Caleb Boettcher Work Performed: List Sub-Contractors and Type of Work,Communication with Contractor. Trade No. Project Manager Arrive on site with Josh Brown 10:20AM Construction Manager Superintendent 1 Made visual inspection of pre-cast screen and walkway slabs and abutment. All pre-cast Carpenter concrete appears sound overall,but has multiple rock pockets and blemishes. All rock Laborers 2 pockets appear due to inadequate vibration consolidation. At time of concrete placement,I Iron Workers observed the crew vibrate formwork,but after forms have been removed,it appears that not Mechanical HVAC enough care or attention was given to vibing around keyways and corners. Carpenters have Plumbers sacked in most visible portions of abutments and slabs,but more work will need to be done Painters Electrical Workers on keyways to ensure a tight positive fitment once installed. Concrete Finishers Roofers At East end of project,crew is currently working to complete the anchor install on logjams- Equipment erators 1 Right bank jam has been installed and all cable wrapping is in place. Although I did not Owner Operator witness the install of anchors at this jam,Caleb Boettcher assures me that all correct depth of install were met. Wraps appear correct with 2 wraps per installed anchor. Although all anchors received the minimum 2 wraps required,method of install actually ties multiple logs together. This should actually make for slightly stronger bind overall. I did not witness the crew"set"the anchors. I inquire with Caleb and he confirmed that the anchors were not set. After witnessing the install of the Left bank jam anchors,I am comfortable with the quality Total Workers 4 of install as the anchors are driving in slow and firm. I visually confirmed that correct depth was achieved based on length of driving rod. Crew using 10'rod,driving to depth that Equipment No. leaves approx.3' of rod above stream bed. This will allow for approx. 12"of pull back to Pick-up Truck 2 ensure correct set of anchors. After all anchors were installed,crew connected excavator to Dump Truck 1 each anchor and pulled back 9-12"to firmly tip the anchors under the soil,setting them. I Excavator 2 then watched the crew wrap a handful of logs and strap the stainless cables via mechanical clamps. After this work was completed,the crew pulled in water silt booms from each 12"Pump Diesel 1 portion of in-stream work. 4"Pump Diesel i Spoke at length with Caleb Boettcher regarding the excavation and install of abutment sub grade. I explained to Caleb that his crew will need to pick up the pace of work to minimize the delay of bridge install. I made Caleb aware that today is the last day for permitted in- water work and he acknowledge. Caleb expressed concern with amount of water present in abutment excavation and poor quality of soils. I stated that WDFW is requiring him to continue working to install abutments and that the project will not stall as is his suggestion. At this time the contractor has approx. IOCY of spalls on site for install beneath abutments. Inspector: Engineer Signature Signature The amount appears inadequate and I ask Caleb to be sure he will have enough spalls on site to complete the abutment install. Likewise,there are not enough sand bag super sacks on , site to intall coffer dam to delineate the culvert work area from open stream. I strongly suggested to Caleb that he evaluate the number of bags he will need to complete the coffer dam and to consider getting more super sacks on site. He acknowledged and agreed to work on that. Currently,rigid screen were breached upstream of work area for unknown reason. I instructed Mr.Boettcher to re-install the rigid screens and keep them in place as depicted by the project prints. Approx. 12:00 Noon,Kristen K.arrives on site to review progress. After a quick look around,Josh,Kristen and I confer with Caleb and review his approach on installing the abutments. Contractor installed 4"diesel pump into abutment pit and began to dewater to upland infiltration site. Operator began excavation of unsuitable materials and began to install quarry spalls in pit. Although unsuitable,material does not appear to be as poor in quality or great in quantity as described by contractor. After spalls were installed,the subgrade really appeared to firm up and provide a stable base for install of ballast as called out by prints. Toward end of my site visit today,the contractor's truck returned and began to install ballast material over spalls on South abutment. Much discussion was given by Kristen,Josh,Mr.Boettcher and I. Mostly regarding upcoming tasks and schedule for the next few working days as well as install and use of 12" bypass pump. At this time,no parts of pump have been assembled. WDFW collectively offered suggestions to Caleb on how he might consider installing and routing pump lines. Further,we offered suggestions on how he might proceed with excavation of fill material and removal of culverts while correctly bypassing Weaver Creek through the excavation. Mr.Boettcher brings our attention to several challenges,but every point raised was thoroughly discussed. Prior to leaving site,Kristen,Caleb and I completed a correction items list and outline a list of tasks by each upcoming work day that WDFW will expect Mr. Boettcher to meet and complete. Mr.Boettcher agrees(with mild reluctance)to work on Saturday 03 September. I offer to make myself available by phone and in person on Saturday if he needs guidance from WDFW. I confirm that he has my contact information. A final visit to upland infiltration site showed that the contractor had been maintaining the area well and appears to be working as anticipated. Casey and Josh off site 3:45PM Continuation Page: (Photos and captions, scanned data, additional documentation) Inspector: Engineer Signature Signature #�° 1F�.. �s.a +A 'ply,. $ 'l '"� � I �� f ` �� v �a., ��„ � � ,� � � w x � � '�� s a� ""^, ., ,, r � � 4`� � ` �q, �Ryf .w"W.. � ��- �R' z '� r. .. + t" l� •� f /// 9e .«yk�M,..9I� '+halt "�+' �1. t ..��, �. � � r ti s �� of�x= � .� S, , �, I I I 1 ' 1 , _ � � DESCRIPTION: South abutment sub-base partially n �x -'-installed. u ec r r Inspector: Engineer Signature Signature Mechanical Anchoring Sup-R-Stud" + Sup-R-Stud'+ Made in USA Order Detail 'Sizes made to order. Carbon Steel Galvanized 3031304 Stainless 316 Stainless Grade 5 Steel Anchor Thread Max Thk Reywred Maslei Thread Diameter& Order Length Order Thread Order Thread Order thread Order Len th Hole Length Matto be Inrqueto Set Box 4uantiry. Length Code Code Length Code length Code tenth Code 0 Diameter 10 Anchored (tLWsl O'a00 800 1/4'x 1.12' 2614TIE - - - - - '- - - - 114 1/4"x 1.3/4' 2614134 1/8" 2814134 7/8' 2714134 7/8' 2714135 7/8' 2514134 718" 1/4" A 318" 8.10 100 800 114'x 2-1/4' 2614214 1-3/8 2914214 1-318" 2714214 1-3/8" 271421S 1-318" 2514214 1-3/8" 1/4' B 7/8' 8.10 100 800 1/4"x 3-1/4" 2614314 2.114" 2814314 2.114" 2714314 2.1/4" 2714315- 2.1/4" 2514314 2.1/4' 1/4" D 1-7/8' 8•10 100 800 3/8'x 2-1/4' 2638214 1.3/16" 2838214 1.3116' 2738214 1.3116" 273821S" i-3/16" 2538214 1-3116' 3/8' 8 1/4" 15-30 50 400 3/8"x 2-314' 2638234 1-5/8" 2838234 1-5/8" 2738234 1.518" 273823S' 1-5/8" 2538234' 1-518" 318" C 3/4" 15-30 SO 400 3/8'x 3' 2638300 1.718" 2838300 i-7/8' 2738300 i-718" 2738305 i-7/8' 2538300 1-7/8" 3/8" D 1" 15-30 s0 400 318"x 3-3/4" 2638334 2.5/8" 2838334 2.5I8" 2738334 2.5/8" 2738335 2.5/8" 2538334 2.5/8" 3/8' E 1.314" 15.30 50 400 3/8'x 5' 2638500 4" 28385M 4" 2738500 4" 273850S' 4" 2S38500 4" 3/8" H 3" 15.30 s0 2SO 1/2"x 2.3/4" 2612234 1-1/2" 2812234 1.1/2" 2712234 1.1/2" 271223S I-I2" 2512234 1.1/2" 12" C 118" 25.50 50 150 1/2'x 3-3/4' 2612334 2.12' 2812334 2412" 2712334 2.112" 271233S' 2-1/2" 2512334" 2.1/2" 12" E 1" 25.50 50 iSO 112"x 4.1/4' 2612414 3" 2812414 3" 2712414 3" 271241S 3" 2512414 3" 112' F 1.112" 25-50 5o 150 112"x 5.12' 2612512 4' 2812512 4" 2712512 4" 271251S" 4" 2512512 4" 12" 1 2.314" 25-50 so 150 112"x 7' 2612700 4" 2812700 4" 2712700 W/4" 27127OS' 1-i14" 2512700 1.1/4" i/2" L 4•i/4' 25.50 25 75 12"x 8.12' 2612812 4" 2812812 4" 2712812" i-1/4' 271281S' i-1/4" 2512812 i-1/4" 1/2' 0 5.314' 25-50 25 75 78 x 3.1/2" 2658312 1.5/8" 2858312 1.518" 2758312 1.5/8" 2758315- 1.518" 2558312 1-518" 5/8" E 1/8" 40.75 25 75 518"x 4.12' 2658412 2-518" 2858412 2.518" 2758412" 2-518" 275841S' 2-5/8" 2558412 2.5/8" 5/8" G 1.118" 40-75 25 75 5/8"z 5" 2658500 3.1/4" 2858500 3.1/4" 2758500 3.1/4" 275850S 3.114' 2558500 3-1/4" 5/8" H 1.5/8' 40.75 25 75 5/8"x 6' 2658M 4-1/8" 285860D 4-118" 2758600 4.118" 275860S' 4.118" 255M 4-118" 548' 1 2-SA' 40-75 25 75 5/8'x 7' 26S8700 4" 2858700 4" 2758700' 1.1/2" 275870S' i-12" 2558700 1-1/2" 5/8" L 3-518" 40.75 20 60 5/8"x0.12" 26SB812 4" 2856612 4" 2758812' i-I2" 275881S" 1.12" 2558812 i-12" Sm" 0 5.1/8" 40.75 20 60 5/8'x 10" 2658100 4" 2858100 4" 2758100' i-12" 11581OS" 1.112" 2558100- 1-112" 5/8" R 6 5/111" 40.75 25 50 3/4`x 4-114' 2634414 2.3/8' 2834414 2-318" 2734414 2.3/8" 273441S" 2.318" 2534414 2-3/8' 3/4" f 118" 100-200 25 75 3/4"x 4.3/4' 2634434 2.7/8' 2834434 2.7/8" 2734434 2.7/8" 273443S 2.718" 2534434 2.718" 3/4' G 5/8" 100-200 25 75 3/4'x 5-112" 2634S12 3-5/8" 2834512 3-S48" 2734512 3.98" 2734SIS 3.518" 2534512 3-548" 314" 1 1.3/8' 100-200 20 60 3/4'x 6-1/4' 2634614 4-114" 2834614 4-1/4" 2734614' 4.114" 2734615' 4.114" 2534614 4.1/4' 3/4" 1 2.118" 100.200 20 60 314'x 7' 2634700 4" 283470D 4" 2734700 2" 273470S' 2" 2534700 2' 314" L 2.7/8' 100.200 is 45 // 3/4"x 8.1/2' 2634812 4" 2834812 4" 2734812 2" 273481S' 2" 2534812 2" 3/4' 0 4.318" 100-200 15 45 3/4"x 10' 2634100 4" 2834100 4" 2734100 2" 273410S" 2" 2534100 2" 3/4" R S-7/8' 100.200 15 30 3/4"x 12' 263412T 4" 283412T 4" 2734120- 2" 2734125' 2" 2534120' 2" 314" T 7.7/8w 100.200 15 30 7/8'x 6' 267VM 3.12" 2878600 3.12" 2778600" 2-114" 2778605" 2.114" 2578600 2.114" 718' 1 1.118" 125-225 10 30 7/8"x 8" 2678800 4" 2878800 4" 2778800- 2-1/4" 277880S' 2.114" 2518800 2-114" 7l8" N 3.118" 125-225 10 30 7/8'x 10" 2678100 4" 2878100 4' 2778100' 2.114" 2778105" 2-i/4" 2578100 2.114" 718" R 5.118' 125-225 10 20 1"x 6" 2616000 3.1/2' 2816000 3.1/2" 2716000 2.1/4" 2716005' 2.114" 2516000 24/4" 1" 1 12" 150-250 10 30 1 x 9" 2619000 4" 2819000 4" 21119000 2.1/4" 271900S' 2.1/4' 2519000 2-1/4" 1" P 3-12' 150.250 10 20 1"x 12' 2611200 4" 2811200 4" 2711260 2.114" 271120S- 2.1/4" 2511200' 2.1/4" 1" T 6.1/2" 150.250 10 20 1-1/4'x 9' 2611490 3-i/4' 2811490 3-1/4" 2711490" 3.114" 271149S" 3.1/4' IS11490 3-1/4' 1.114' P 1 1/4" 200.350 5 15 _ ____. _- _____ ____ _ 1-iid x 12' 2611412 3-1/4" 2811412 3.1/4" 2711412" 3-1l4" 2711415' 3.114" 2511412 3.114" 1.114" T 4.114" 200.350 10 �. Step 1: .g .. Step 2: " Select the correct diameter drill bit, Remove drilling debris from the v>� 01 drill a hole to minimum required hole t bottom of the drill hole using a It depth or deeper. �- blowout bulb,compressed air or s 91. vacuum. Step 3: z:- -- Step 4: Assemble the nut&washer past the impact Using a torque wrench,apply end of the SRS+.Use a hammer to tap the f' •_ A the specified installation torque. « d< anchor through the part being fastened into - ` the drilled hole until the washer is in contact with the part a solid connection Mechranical Anchoring Systems Sup-R-StudO+ g -w` �Il}!1l11111�11�114�1!"�•.m.�.,�., ..... � Sup-R-Stud + Available Materials • Carbon steel,zinc plated • Carbon steel,mechanically galvanized Class 65 • Grade 5,yellow di-chromated • 303/304 stainless steel • 316 stainless steel Features/Advantages w� • Required hole diameter equals anchor diameter • Excellent for setting immediately • Can be loaded immediately • Can be set in a bottomless hole ' • Simple installation • Nut and washer supplied in package • ROHS compliant except for Grade 5 N Concerns • Do not use in brick or block • Not advised for use where vibratory loads are high • Oversize holes are detrimental and will reduce load Anchor spacing f Edge Distance performance Aahw Min,Anchm Min.G4pe olamew Spacing' nistana' Approvals/Listings 1f4" 2-112' 1-1r4" • G.S.A.Spec FF-5.325C,Group II,Type 4,Class 1 W 3-3/4' • ICC ESR-3235 3/8,1/2,5/8,C-STI,ZP 112' 5" 2.112" • Contact customer service for approvals i listings for state D•O.T.'s 5/8" 6-1/4' 3118' • Metro Dade NCA No:10-092$.01 ..—� 3/4" 7.112" 3-3/8" 7/8, 8.3/4' 4.3/8' 1" 10" 5" 1-1/4` 12.1/2' ...�. �."� To obtain 10014 load Made in USA Step 1: Step 2: Select the correct diameter drill bit, •' Remove drilling debris from the 1 ~V` drill a hole to minimum required hole ' bottom of the drill hole-using a �• r- depth or deeper, blowout bulb,compressed air or 90 vacuum. r� Step 3: •. , Step 4: • Assemble the nut&washer past the impact Using a torque wrench,apply * end of the SRS+,Use a hammer to tap the t ti 1 the specified installation torque. *"4 anchor through the part being fastened into i.•:• - the drilled hole until the washer is in contact - with the part u a solid connection 09/27/16 09: 52 AN POT Tacoma Screw Products, Inc. Page 1 of 1 *1332646 Tr Tacoma Screw Products, Inc. Invoice INVOICE # 30806191 Iacomascrew.Com Reprint LOCATION TACOMA: CENTER ST 4„rr 1944 DATE 08 r26,16 REMIT TO Income Snow Products,Inc. PAGE 1 OF 1 Attn: Accounts IleceivaNe box t Seattla,WA9812d-5165 U.S.A. I �I II�'I�II�II��I� III�IIII�I'II�I�I�I�II�III� BILL TO SHIP TO f362905 (NORTHWEST DOCK SYSTEMS LL NORTHWEST DOCK SYSTEMS LLC ATTN RECEIVING ATTN ACCOUNTS PAYABLE 795 STATE ROUTE 161 795 STATE ROUTE 161 S EATONVILLE, WA 98328 EATONVILLE, WA 98328 ORDER NUMBER ORDER DATE ORIGINAL Q CUSTOMER P10 NUMBER PAYMFNT TERMS T926862 08/26/16 UOTEMCKERNAN NET 30 DAYS WHIT IEN BY SALES REP CUST RELEASE# JOB NUMBER SHIP VIA DJD H WILL CALL CENTER STREET .....:>:;:•:::::•::•:;::: ,:::•;:::>::::::: .: ..:<?f:�ftl•:>.•: I�fP3?l�l'�::•;>s:1�'!CI<2��i�:'. 041-804-1 47 47 0 1424.4784 C F 869.50 SS WEDGE ANCHORS 314" x 7" r Thank you for your order. Please note that all sales are subject to Tacoma Screw Products,Inc.'s Terms of Sale and Conditions pt Sale. If there should bo any questions,or if we can be of further service, please call(253)672-3444 or(800)562-8192. We appreciate and value your continued business. MERCHANDISE HANDLING MISC CHARGE TAX FREIGHT DEPOSIT DEPOSIT INVOICE TOTAL TOTAL AMOUNT APPLIED 669,501 0.00 0.00 64.27 0.00 0.00 0.00 PICK-UP SIGNATURE: BRADEN i � 3 � lid � c C r' 1 F TZ my- Ills 1 rw � , SI s a ,� �Rv,k 7 err✓t -^° e if t3� , 1 /�$ f � � '� �.Y fix•.* - " kei 3 f c ...l. lK a4.. a a_ • gym t f & v — ' _� h P +Iu • f AA y I 'a .� s r I � I �p :�r�.� � fit: �� ^r. / r•�r ;' — ;rig � -� ��..:• � .fir e _ �..} ,...r. '.e. 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