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Home My WebLink About16900 51st Ave Ne_BLD2971_2025 Permit #: 2971 Permit Date: 01/10/20 Permit Type: COMMERCIAL ALTERATION Project Name: National Food Corporation Applicant Name: Phoenix Construction Management, LLC Applicant Address: 1745 Kibler Avenue Applicant, City, State, Zip: Enumclaw, WA 98022 Contact: Jim Younger Phone: 425-407-6278 Email: jyounger@natlfood.com Scope of Work: Truss repair Valuation: 30000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Opportunity Zone Permit Issued: 01/17/2020 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 830 Open Space NORTHWEST EGG 31052800100300 16900 51ST AVE NE Agriculture RCW SALES INC 84.34 Contractors Contractor Primary Contact Phone Address Contractor Type License License # Phoenix Construction CONSTRUCTION Labor and 360-825-0600 1745 Kibler Ave PHOENCM903K8 Management, LLC CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status See red-lined drawings. Verification of adequate footing is 01/13/2020 Commercial Other BUILDING required. Fees Fee Description Notes Amount Building Permit Table 4-1 $662.44 Processing/Technology $25.00 State Surcharge - 1st DU Residential - 1st Unit $25.00 Building Plan Review Table 4-2 $215.30 Total $927.74 Attached Letters Date Letter Description 01/10/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/17/2020 National Food Check #158792 Kristin Foster $927.74 Outstanding Balance $0.00 Uploaded Files Date File Name 03/16/2020 6393404-NFC - Truss Repair RFI-001 - RFI-010 with Responses.pdf 03/16/2020 6393405-19030 NFC final report 3 2 20.pdf 03/10/2020 6371167-2971_2.24.2020 IC.pdf 01/17/2020 6129011-2971_Issued Permit.pdf 01/10/2020 6086623-2971_Application.pdf Date: 1/11/2020 Request by Date: 1/13/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 001 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description Can the double 2x6 Hem-Fir #2 additional webs called out on Section 1/S2.0 4/DTL that sandwich the original 2x4 truss web be subtituted by double 2x4 douglas Fir #1? Attachment / Reference Section 1/S2.0 4/DTL Potential Impacts: Cost: No additonal costs Schedule: No impact on schedule RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/13/2020 Request by Date: 1/15/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 002 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description In the general notes you are calling out a Simpson ET-High Strength Adhesive or Acrylic-Tie Adhesive. We want to know if Simpson Set XP-10 Epoxy is an acceptable alternate. This product is readily available. Attachment / Reference Sheet S1.0 Potential Impacts: Cost: No additonal costs Schedule: No impact on schedule RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/13/2020 Request by Date: 1/14/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 003 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description Please see the attached detail for strengthening the ceiling joists. Is this method acceptable to you in adding the additional protection that was discussed in securing the existing ceilingjoists to use them as walkways? Attachment / Reference Attached 8.5x11 Sheet SD7.0 A & SDS7.0 B Potential Impacts: Cost: No additional costs Schedule: No impact on schedule RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/15/2020 Request by Date: 1/16/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 004 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description The Nelson Consulting Engineering PS drawings dated 12/20/2019 shows a one column next to the East CMU wall. We are requesting to replace the HSS 3 1/2 x 3 1/2 x 3/16 next to the existing CMU wall with one (1) HSS 3 1/2 x 3 1/2 x 3/16 that the wide flange beam will bear on. This column will be located to the West not more than 5'-0" from the existing CMU wall. See attached detail SD8.0 for both column type. Attachment / Reference Attached 8.5x11 Sheet SD8.0 Potential Impacts: Cost: No additional costs Schedule: No impact on schedule RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/21/2020 Request by Date: 1/21/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 005 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description Some of the 2x12 blocks are splitting due to the amount of Simpson SDS25300 screws being installed into them. Where the exisitng 2x12 top and bottom chords butt the SDS25300 screws have a tendency to split the wood as well. We are gluing the blocks with two 1/4" beads per the drawings and need your direction on how to keep the blocks and chords from future splitting? My recommendation would be to use six (6) screws in each block to the chords with four (4) more beads of glue. I suggest that where the chords butt together we pre-drill the SDS25300 screws at the plates only. If we note any splitting in other places to pre-drill those as well. We will offset the blocks and steel plates vertically as well to reduce the screws aligning from one side to the other. Please respond ASAP. Attachment / Reference Potential Impacts: Cost: YES To Be Determined Schedule: YES To Be Determined RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/21/2020 Request by Date: 1/22/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 006 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description Issue #1 the first truss West of the East block wall at the south end of the truss at the last diagonal web member holes were cut long ago to allow piping to pass through. The pipes have all been removed and we are asking for the repair at this area. See Photo A & B attached. Issue #2 the sixth truss West from the East wall at close to mid span, the 2x12 top chord has a 3.5 inch diameter hole drilled through at the middle of the 2x12. See photo C. Please provide us with the repair to this area as soon as possible. Attachment / Reference Potential Impacts: Cost: YES To Be Determined Schedule: YES To Be Determined RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/29/2020 Request by Date: 1/29/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 007 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description The south section of truss number four from the exterior east CMU wall has a 2x12 attached continuously on the bottom chord. There is a gap of 1/2 to 3/4 inch showing at the top. The 2x12 appeared to be installed originally with nails and then 3 inch screws were added at a later date to try and squeeze the gap together. This gap presents an issue between the new 2x6 webs are being added. Our solution is where the steel plate legs or strap comes into contact with the newly added 2x6 webs we will add a 5 1/2" wide piece of 1/2 inch plywood shims directly behind the steel plate and to the new web. The plywood shim will be glued to the new 2x6 web. Will the 3 inch screws we are currently using be satifactory with the additional 1/2" filler or will we need longer screws? Can we use this repair where ever this issue exists? Attachment / Reference Potential Impacts: Cost: YES To Be Determined Schedule: YES To Be Determined RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/29/2020 Request by Date: 1/31/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 008 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description Per your request and direction we have done a random check using a Tavool moisture meter on the existing roof trusses. My findings are as follows: 1) Between the exterior east CMU wall and the fifth truss to the west (this truss has a plywood smoke stop added) the top chord, bottom chord and webs had between 9.4% and 11.2% moisture plus or minus 2%. 2) At truss 6 and 7 which are located on the west side of the plywood smoke barrier we have under 7.6% moisture at the top chord, bottom chord and web members. We were told that the bare hot water pipes located in this space are heated to between 180 and 200 degrees. It appears that this heat especially on the west side of the smoke stops is causing the moisture to be removed in the trusses. Attachment / Reference Potential Impacts: Cost: No Schedule: No RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 1/30/2020 Request by Date: 2/3/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 009 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description The Arlington Building Official has required us to confirm the existing concrete slab on grade thickness where the three HSS columns will be installed directly below the center of the 100 foot span trusses. The depth of the concrete was checked by roto hammer using at 5/8" drill bit. The concrete thickness at the east most column has a depth of 11 inches. The concrete at the middle column located 114 inches to the west of the first column has a depth of 13 inches and the concrete at the column farthest to the west we could not get to through with a 15 inch long bit. Where we drilled the first and second holes I used a Geotech probe to gage the soil bearing pressure below. I could only get the probe an inch into the sub-soils with all my 193 lbs. weight. We did not observe any reinforcing steel, however National Food Corporation's representative, Sam had installed new drains in this slab in the vicinity and said that there was only welded wire mesh in the slab. Please let us know as soon as possible if new footings will need to be installed. Attachment / Reference Potential Impacts: Cost: To be Determined Schedule: To be Determined RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC Date: 2/3/2020 Request by Date: 2/4/2020 Project Number: 202001 Project Name: National Food Corporation - Truss Repair RFI Number: 009010 TO: FROM: Jeff Nelson Larry McNeely Nelson Consulting Engineering PS Phoenix Construction Management LLC 19221 58th Avenue NE 1745 Kibler Avenue Kenmore, Washington 98028-3118 Enumclaw, Washington 98022 Email: jeff.nelson4@comcast.net Email: lmcneely@pconllc.com RFI Description Per our phone conversation this morning regarding the last diagonal web member that does not use a steel strap but extentends down to the bottom chord of the truss. The sistered 2x6 web on the west side of truss numer 4 from the east was installed correctly. The sistered 2x6 web on the east side of truss number 4 could not be installed in one piece. We cut this 2x6 web in half in order to install it around the existing piping. We then took an existing 1 1/2" x 24" strap that has 12 holes drilled into it and split this over the cut on the 2x6 web. We screwed six (6) screws you originally specified on each side of the cut. They are smaller than the SDS25 screws. I have attached some photos so you can see the repairs. Please let us know if this is adequate. Attachment / Reference Potential Impacts: Cost: To be Determined Schedule: To be Determined RFI Response By: Date: Sent To: Jeff Nelson - NCE David Gallagher - PCMLLC Jim Younger - NFC Larry McNeely - PCMLLC