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Home My WebLink AboutBLD2019-00259 - 10 COMMUNICATIONJeff Monroe Sent: To: Cc: From:Jeff Monroe Friday, January 3,2020 8:28 AM 'PaulWynkoop' Jim Coyne; Nathan Whitmire RE: Final lnspection Rotary Pavilion BLD19-00259 Good Morning Paul, Giraffe can be a little tough to catch up with. They just installed gutters on my house and it took a while but they do good work. Call us for final when you're ready. l'm comfortable your gutters will be installed. Thanks, Jeff -----Original Message----- From: Paul Wynkoop <pkoop54@gmail.com> Sent: Thursday, January 2,2020 6:51 PM To : Jeff Monroe <J KM o n roe @co.jeffe rso n.wa. us> Subject: Final lnspection Rotary Pavilion BLD19-00259 CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. HiJeff, All of the work on the pavilion at Chimacum High School is completed with the exception of the gutters. We have the rain barrels installed and ready to accept the downspouts. Giraffe Gutters has said they will install the gutters, but to date has not gotten to them. l'm planning to hand over the pavilion to Chimacum High Schoolon Thursday, January 23rd at noon. l'm contacting you to ask if you can do the final inspection knowing the gutters will be installed. There's no point in installing the rain barrels without the benefit of water collection. I certainly don't expect there will be any issues with the construction, and fully believe it will pass inspection; however, until you do the inspection we won't know for sure. Given Giraffe Gutters slow response, I didn't want to wait for them to ask for the final inspection. lt would be very much appreciated if you're willing to give us the approval, knowing we will have the gutters installed. Again, thank you for your assistance throughout this process. Regards, Paul PaulWynkoop East Jefferson County Rotary Club Subject: 1 Jeff Monroe From: Sent: To: Cc: Subject: Paul Wynkoop < paul.wynkoop54@gmail.com > Thursday, August 15, 20'19 7:14 PM Jeff Monroe Morris James Fwd: Chimacum High School CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Jeff, Please see our engineers note immediately below regarding the use of rebar in the concrete slab at the Chimacum High School Pavilion vs. wire screen. We are asking you for your approval of the engineers revised design for this component of the structure. Thanks, Paul Sent from my iPhone Begin forwarded message: From: Bill Williams <williams@wswene. Date: August 15,2019 at 6:55:13 PM PDT To: Paul Wynkoop <paul.w.vnkoop54@gma > Subject: Re: Chimacum High School Hi Paul, Rebar is acceptable. Use #4 at 18in o.c. at slab mid-depth. Thanks, Bill Williams P.E., S.E. WSW Engineering PLLC williams@wsweng.com (206) 402-2906 On Wed, Aug 14, 2019,9:24PM Paul Wynkoop <paul.\M.vnkoop54@gma > wrote Hi Bill, I'm sorry to bother you with an added request. Morris has asked if it would be possible to use rebar in the concrete flooring of the pavilion vs. the wire mesh. He said something to the building inspectors and they said it would have to come from the engineer. I hate to bother you because you've been extremely helpful to us. 1 If you feel that rebar would be structurally sound, and are willing to redo that component of the flooring, that would be greatly appreciated. Thanks as always for your consideration. Progress report: At this point we have the posts in the holes and ready for concrete. Thanks, Paul 2 oo Jason Pruitt From: Sent: To: Subject: Vivian Shepherd <vivian@hadlockbuildingsupply.com> Friday, February 15, 2019 g:40 AM jason@ hadlockbuildingsupply.com Fwd: RE: revised truss rycdfr@ Sent via the Samsung Galaxy Sg, an AT&T 5G Evolution smartphone Original message From : J im Ferguson <J Ferguson @ LouwsTruss.com> Date:2/L4/L9 t2:19 pM (GMT_08:00) To: Vivian Shepherd <vivian@hadlockbuildingsupply.com> Subject: RE: revised truss HiVivian Thanks Jim Ferguson Sales Louws Truss lnc. Mobile 20G51G7499 Office 360.384.9000 exl 3O 1' The truss is spaced at 6-0-0' This means that each truss on each face of the post takes 6ft. This means thateach doubre truss is rated for up to a 12ft on center pore spacing.2' The top chord brace spacing on the top edge of the top chord is noted for purlin spacing. The truss willaccept the additional load of purlins plus sheeting, but because the truss spacing is greater than 2ft oncenter, the truss reries on the purrin crossings for the top chord bracing.3' The truss is designed to sit on top of a bearing block that is attached to a post. ln most cases the roof trussis then through bolted to the post but this attachment is up to the project structurat engineer. uN o 5 ?0ie JEFFERSON COUNTY DCD My designers response to the requested changes is below. Based on what they are asking for he doesn,t feel anychanges are necessary, but let me know if we are not understanding the customers request. 1 oO Jeff Monroe From: Sent: To: Subiect: Attachments: ieff Monroe Wednesday, June 26,2019 1:39 PM 'PaulWynkoop' RE:Chimacum High School, Rotary Garden Pavilion (Bldg 19-00259) JEFFERSON COUNTY design criteria.doc Hi Paul, I pulled the file for your pavilion to see if I could fast track it for you since it has engineering. Unfortunately it looks like the engineer has a 15 lb. ground snow load that was used in the calculations. Jefferson county has a 25 lb. snow load for all areas except Brinnon and the West end of the County which have 30 lb. Please see attached design criteria. You are the representative for the project so I would ask that you get clarification from the engineer on the snow load design. Another item that needs to be addressed is the attachment of the trusses to the posts. There is a drawing attached to the file from Lowes truss co. but it does not address size or number of bolts through the truss to the posts or the nail size or patter of nails to the truss bearing blocks. They need to be addressed by the engineer per the letter attached to the file by Jim Fergeson of Lowes truss Co. The truss bracing needs to be addressed by the engineer. The Plan review cue is pretty backed up but I will move your permit along as soon as I hear back in writing from the engineer. Thank you Jeff Monroe Jefferson County Plan Reveiw jkmonroe@co.jefferson.wa. us Phone 360-379-4467 -----Origi na I Message----- From: Paul Wynkoop <pkoop54@gmail.com> Sent: Tuesday, June 25,2OL9 11:39 AM To : Jeff Mon roe <J KMo n roe @co.jefferson.wa. us> Subject: Chimacum High School, Rotary Garden Pavilion (Bldg 19-00259) HiJeff, I stopped by your offices on Monday, the 24th to just check on the status of our permit application. Sally and Claudia pulled it up on your system and told me it was with you at this time. I realize I had just recently applied for the permit, but not ever having been through this process before I wasn't sure how it goes. Sally gave me your business card and suggested I send you an email regarding our project. Our Rotary Club is funding and building a 24 x 30 pavilion within the CHS garden, where horticulture classes are held. Currently, the teachers and students don't have a shelter in which to work and learn. The pavilion will provide that much needed protection and learning space. 1 I assume there's a waiting tist of applions. As we begin to acquire the materiaond line up the labor to help erect the structure, lfelt it would be prudent to get an estimate of when the permit might be reviewed and hopefully, approved. Thank you in advance for any information you can provide. Should you have any questions or need to call me, my phone number is: 724-272-9688 Regards, Paul Sent from my iPhone 2 Jason Pruitt From: Sent: To: Subject: HiVivian t 3 Thanks Jim Ferguson Sales Louws Truss lnc. Mobile 20G510-7499 Office 360.384.9000 ext. 30 Vivian Shepherd < vivian@hadlockbuildin gsupply.com > Friday, February 15, 20j.9 g:40 AM jason @hadlockbuildingsupply.com Fwd: RE: revised truss Sent via the Samsung Galaxy Sg, an AT&T 5G Evolution smartphone Originalmessage From: Jim Ferguson <JFerguson@LouwsTruss.com> Date: 2/ 1,4/ t9 L2:L9 pM (GMT_08:00) To: Vivian Shepherd <vivian @hadlockbuildingsupply.com> Subject: RE: revised truss My designers response to the requested changes is below. Based on what they are asking for he doesn,t feet anychanges are necessary, but let me know if we are not understanding the customers request. 2 The truss is spaced at 6-0-0' This means that each truss on each face of the post takes 6ft. This means thateach double truss is rated for up to a 12ft on center pole spacing.The top chord brace spacing on the top edge of the top chord is noted for purlin spacing. The truss willaccept the additional load of purlins ptus sheeting, but because the truss spacing is greater than 2ft oncenter, the truss reries on the purrin crossings for the top chord bracing.The truss is designed to sit on top of a bearing block that is attached to a post. rn most cases the roof trussis then through bolted to the post but this attachment is up to the project structural engineer. 1