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HomeMy WebLinkAboutA01 3d Telegin Decl THIRD DECLARATION OF BRYAN TELEGIN - 1 Telegin Law PLLC 216 6th Street Bremerton, WA 98337 bryan@teleginlaw.com (206) 453-2884 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Stephanie Marshall Jefferson County Hearing Examiner BEFORE THE LAND USE HEARING EXAMINER IN AND FOR JEFFERSON COUNTY In re Appeal of Rathvon Shoreline Conditional Use Permit, DCD File No. SDP2023-00020 THIRD DECLARATION OF BRYAN TELEGIN I, BRYAN TELEGIN, declare as follows: 1. I am counsel for John DiMaggio and Michelle Oliver, Appellants in the above- referenced matter. I make this declaration based upon my own personal knowledge. 2. Attached hereto as Exhibits A through Q are documents that I obtained from the Jefferson County Department of Community Development via public records requests between February 14, 2025, and May 19, 2025. 3. Attached hereto as Exhibit R is a compilation of maps generated using Jefferson County’s online GIS mapping tool at https://gisweb.jeffcowa.us/LandRecords/. 4. Attached hereto as Exhibit S are additional maps generated using Jefferson County’s online GIS mapping tool at https://gisweb.jeffcowa.us/LandRecords/. In this exhibit, I have added the red line using the line tool provided at the referenced website. The blue symbols and elevation data were generated using the website’s elevation tool. I declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. / / / / / / THIRD DECLARATION OF BRYAN TELEGIN - 2 Telegin Law PLLC 216 6th Street Bremerton, WA 98337 bryan@teleginlaw.com (206) 453-2884 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Dated this 11th day of July, 2025, at Bremerton, Washington. Bryan Telegin EXHIBIT A From:Phil Cecere To:rrathvon@gmail.com Subject:RE: Twana Way road repair and improvements Date:Monday, November 20, 2023 10:34:53 AM Attachments:image002.png Jeff. Co. Private Road Design Stds 2023 DRAFT.doc Rich, Unfortunately, I cannot make the meeting tomorrow on short notice, this is a short week and chock full of meetings and deadlines. I would be able to meet up at some point in the future. I have attached our draft copy of the private road and driveway standards brochure that I am currently trying to update. I do encourage the regrading/maintenance of your road as we (building inspectors) were having difficulty accessing a home recently off of your road in a capable all-wheel drive vehicle. Allow me a brief time to familiarize myself with your case as Chief McKern only contacted me this morning before my first meetings. Feel free to reach out with any further questions or concerns, Phil Cecere, CBO, CFM Building Official, Fire Marshal Jefferson County Community Development 621 Sheridan St. Port Townsend Wa 98368 360-379-4461 Monday-Thursday 9:00-12:00 1:00-4:30 All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 9:59 AM To: chief@qfr2.org; Phil Cecere <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. My apologies – attached is the referenced email. R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 12:48 PM To: 'chief@qfr2.org' <chief@qfr2.org>; 'Phil Cecere' <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Tim and Phil, Tim, thank you for the heads up. I wanted to provide some clarification for yours and Phil’s benefit relating to what now appears to have become an elevated issue among the Twana Way neighbors. The residents of Twana Way are involved in a discussion relating to the maintenance and improvement of Twana Way. At issue is what level of repairs and maintenance should be done. I invited all of Twana Way neighbors to a meeting on October 15 to discuss possible improvements centered primarily around what should be done to allow for reasonable access for fire/emergency vehicles, and service vehicles (such as propane and appliance delivery, etc.). While we got replies from all 8 neighbors, only 4 owners were able to attend. Included in this discussion were various levels of scope and cost based on 2 different road proposals by local road contractors, which served as examples of the range of improvements to consider. I am happy to provide you a copy of these materials if you wish. An action item was to follow up with the Quilcene Fire District as to what is recommended so as to provide reasonable level of emergency services. One of the neighbors that attended this meeting contacted who they represented as a member of the “Quilcene Fire & Rescue”. They met with this individual, and provided to all Twana Way neighbors an email summary including their rendition of the Quilcene Fire & Rescue’s comments. To ensure transparent, open and accurate communication among all neighbors, I contacted the Fire Chief to set a meeting with the Fire Chief to walk the road. I also informed and invited all neighbors to attend this meeting if they wished to. This meeting was set for tomorrow, November 21. Phil, now that you are involved, I am hoping we can still meet with you. If tomorrow does not work for you, I understand, and I will need to let others know. Also, if tomorrow does not work, would you able to meet next Monday, November 27? I sincerely appreciate your Department’s concern and involvement. Thank you. Best regards, Rich From: chief@qfr2.org <chief@qfr2.org> Sent: Monday, November 20, 2023 10:53 AM To: rrathvon@gmail.com Cc: Phil Cecere <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Good Morning Sir, Can you call me about this proposed . We have received some concerns about this proposal and feel you need to contact the County Fire Marshal Phil Cecre who has better legal information about the road standards . Phil is cc to this email. Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, October 30, 2023 11:47 AM To: 'Chief' <chief@qfr2.org> Subject: RE: Twana Way road repair and improvements Tim, Thanks for the chat today. Meeting on Tuesday, 11/21 at ~9:45 am would work, if that works for you. Just let me know. Thx. Best regards, Rich From: Chief <chief@qfr2.org> Sent: Friday, October 27, 2023 11:40 AM To: Rrathvon <rrathvon@gmail.com> Subject: Re: Twana Way road repair and improvements My number below and anytime after 7 am. I am at work at 7 Tim McKern Fire Chief QFR Chief@QFR2.org (360) 463-2767 On Oct 27, 2023 at 7:55 AM, <Rrathvon> wrote: Sure. Just let me know what time works best for you, and the best number to reach you on. Thx. R From: Chief <chief@qfr2.org> Sent: Friday, October 27, 2023 10:53 AM To: Rrathvon <rrathvon@gmail.com> Subject: Re: Twana Way road repair and improvements Off today how about Monday morning ? Tim McKern Fire Chief QFR Chief@QFR2.org (360) 463-2767 On Oct 27, 2023 at 7:51 AM, <Rrathvon> wrote: Tim, Would you be available for a quick call today early afternoon? R From: chief@qfr2.org <chief@qfr2.org> Sent: Wednesday, October 25, 2023 2:07 PM To: rrathvon@gmail.com Cc: Nick Singleton <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements Sounds Good Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Wednesday, October 25, 2023 11:07 AM To: chief@qfr2.org Cc: 'Nick Singleton' <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements How about 11:30 am? R From: chief@qfr2.org <chief@qfr2.org> Sent: Wednesday, October 25, 2023 2:02 PM To: rrathvon@gmail.com Cc: Nick Singleton <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements Yes it will .. In the morning or when? Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Wednesday, October 25, 2023 11:01 AM To: chief@qfr2.org Cc: DistrictSecretary@qfr2.org Subject: RE: Twana Way road repair and improvements Tim, Would November 21 work for you? Regards, R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 4:58 PM To: 'chief@qfr2.org' <chief@qfr2.org> Cc: 'DistrictSecretary@qfr2.org' <DistrictSecretary@qfr2.org> Subject: RE: Twana Way road repair and improvements Tim, Working through logistics and scheduling issues – it may be early next week when I get back to you. Thx Regards, R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 11:58 AM To: 'chief@qfr2.org' <chief@qfr2.org> Cc: 'DistrictSecretary@qfr2.org' <DistrictSecretary@qfr2.org> Subject: RE: Twana Way road repair and improvements Thanks for your quick response. Let me check schedules and I’ll get back to you. Regards, R From: chief@qfr2.org <chief@qfr2.org> Sent: Tuesday, October 24, 2023 11:55 AM To: rrathvon@gmail.com Cc: DistrictSecretary@qfr2.org Subject: RE: Twana Way road repair and improvements Sounds good . When is a good time .. I work Monday – Thursday and I am about two weeks our on appointments. When were you thinking? Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 8:44 AM To: chief@QFR2.org Cc: karlvonbargen@yahoo.com; 'Marilyn Walker' <ptatermwwalker@gmail.com> Subject: Twana Way road repair and improvements Chief, I talked with Bob in your office and he suggested that I email you. I, and the others on this email, are three of the property owners on Twana Way, which is a private road off of Toandoes Road. All of the owners along Twana Way are becoming engaged in discussions concerning improvements/repairs of the road. One of the key areas of concern is emergency vehicle access and response time. While we are generally familiar with the Fire District’s recommended standards (e.g., 20 foot width with a 12-foot wide surface, etc.), we wanted to see if you’re willing to walk the road with us at some point in the near future so that we can get your specific input / suggestions. We believe that this would be good information to include in our neighborhood discussions. Thank you. Regards, Rich EXHIBIT B From:rrathvon@gmail.com To:"Phil Cecere" Subject:RE: Twana Way road repair and improvements Date:Monday, November 20, 2023 12:50:21 PM Attachments:image001.png Twana Way Road Improvements_23_1015_discussion_final.pptx ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Phil, I had intended to provide a copy of the document that we reviewed during the neighborhood meeting on October 15 (in case that you didn’t already have it). Please see attached. Also, please feel free to reach out to me if you have any questions. Have a great Thanksgiving. Best regards, Rich From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 2:38 PM To: 'Phil Cecere' <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Phil, Thank you for your response, and the draft standards. Also, I really appreciate your involvement (as well as Tim’s). I will let a couple of the others know that tomorrow’s meeting has been postponed, and that Monday the 27th is also not an option. At your earliest convenience, please let me know a possible time frame as to when you would be able to meet. I will then make the necessary travel arrangements, as I currently reside on the East Coast. Thank you. Best regards, Rich From: Phil Cecere <PCecere@co.jefferson.wa.us> Sent: Monday, November 20, 2023 1:35 PM To: rrathvon@gmail.com Subject: RE: Twana Way road repair and improvements Rich, Unfortunately, I cannot make the meeting tomorrow on short notice, this is a short week and chock full of meetings and deadlines. I would be able to meet up at some point in the future. I have attached our draft copy of the private road and driveway standards brochure that I am currently trying to update. I do encourage the regrading/maintenance of your road as we (building inspectors) were having difficulty accessing a home recently off of your road in a capable all-wheel drive vehicle. Allow me a brief time to familiarize myself with your case as Chief McKern only contacted me this morning before my first meetings. Feel free to reach out with any further questions or concerns, Phil Cecere, CBO, CFM Building Official, Fire Marshal Jefferson County Community Development 621 Sheridan St. Port Townsend Wa 98368 360-379-4461 Monday-Thursday 9:00-12:00 1:00-4:30 All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 9:59 AM To: chief@qfr2.org; Phil Cecere <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. My apologies – attached is the referenced email. R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 12:48 PM To: 'chief@qfr2.org' <chief@qfr2.org>; 'Phil Cecere' <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Tim and Phil, Tim, thank you for the heads up. I wanted to provide some clarification for yours and Phil’s benefit relating to what now appears to have become an elevated issue among the Twana Way neighbors. The residents of Twana Way are involved in a discussion relating to the maintenance and improvement of Twana Way. At issue is what level of repairs and maintenance should be done. I invited all of Twana Way neighbors to a meeting on October 15 to discuss possible improvements centered primarily around what should be done to allow for reasonable access for fire/emergency vehicles, and service vehicles (such as propane and appliance delivery, etc.). While we got replies from all 8 neighbors, only 4 owners were able to attend. Included in this discussion were various levels of scope and cost based on 2 different road proposals by local road contractors, which served as examples of the range of improvements to consider. I am happy to provide you a copy of these materials if you wish. An action item was to follow up with the Quilcene Fire District as to what is recommended so as to provide reasonable level of emergency services. One of the neighbors that attended this meeting contacted who they represented as a member of the “Quilcene Fire & Rescue”. They met with this individual, and provided to all Twana Way neighbors an email summary including their rendition of the Quilcene Fire & Rescue’s comments. To ensure transparent, open and accurate communication among all neighbors, I contacted the Fire Chief to set a meeting with the Fire Chief to walk the road. I also informed and invited all neighbors to attend this meeting if they wished to. This meeting was set for tomorrow, November 21. Phil, now that you are involved, I am hoping we can still meet with you. If tomorrow does not work for you, I understand, and I will need to let others know. Also, if tomorrow does not work, would you able to meet next Monday, November 27? I sincerely appreciate your Department’s concern and involvement. Thank you. Best regards, Rich From: chief@qfr2.org <chief@qfr2.org> Sent: Monday, November 20, 2023 10:53 AM To: rrathvon@gmail.com Cc: Phil Cecere <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Good Morning Sir, Can you call me about this proposed . We have received some concerns about this proposal and feel you need to contact the County Fire Marshal Phil Cecre who has better legal information about the road standards . Phil is cc to this email. Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, October 30, 2023 11:47 AM To: 'Chief' <chief@qfr2.org> Subject: RE: Twana Way road repair and improvements Tim, Thanks for the chat today. Meeting on Tuesday, 11/21 at ~9:45 am would work, if that works for you. Just let me know. Thx. Best regards, Rich From: Chief <chief@qfr2.org> Sent: Friday, October 27, 2023 11:40 AM To: Rrathvon <rrathvon@gmail.com> Subject: Re: Twana Way road repair and improvements My number below and anytime after 7 am. I am at work at 7 Tim McKern Fire Chief QFR Chief@QFR2.org (360) 463-2767 On Oct 27, 2023 at 7:55 AM, <Rrathvon> wrote: Sure. Just let me know what time works best for you, and the best number to reach you on. Thx. R From: Chief <chief@qfr2.org> Sent: Friday, October 27, 2023 10:53 AM To: Rrathvon <rrathvon@gmail.com> Subject: Re: Twana Way road repair and improvements Off today how about Monday morning ? Tim McKern Fire Chief QFR Chief@QFR2.org (360) 463-2767 On Oct 27, 2023 at 7:51 AM, <Rrathvon> wrote: Tim, Would you be available for a quick call today early afternoon? R From: chief@qfr2.org <chief@qfr2.org> Sent: Wednesday, October 25, 2023 2:07 PM To: rrathvon@gmail.com Cc: Nick Singleton <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements Sounds Good Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Wednesday, October 25, 2023 11:07 AM To: chief@qfr2.org Cc: 'Nick Singleton' <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements How about 11:30 am? R From: chief@qfr2.org <chief@qfr2.org> Sent: Wednesday, October 25, 2023 2:02 PM To: rrathvon@gmail.com Cc: Nick Singleton <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements Yes it will .. In the morning or when? Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Wednesday, October 25, 2023 11:01 AM To: chief@qfr2.org Cc: DistrictSecretary@qfr2.org Subject: RE: Twana Way road repair and improvements Tim, Would November 21 work for you? Regards, R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 4:58 PM To: 'chief@qfr2.org' <chief@qfr2.org> Cc: 'DistrictSecretary@qfr2.org' <DistrictSecretary@qfr2.org> Subject: RE: Twana Way road repair and improvements Tim, Working through logistics and scheduling issues – it may be early next week when I get back to you. Thx Regards, R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 11:58 AM To: 'chief@qfr2.org' <chief@qfr2.org> Cc: 'DistrictSecretary@qfr2.org' <DistrictSecretary@qfr2.org> Subject: RE: Twana Way road repair and improvements Thanks for your quick response. Let me check schedules and I’ll get back to you. Regards, R From: chief@qfr2.org <chief@qfr2.org> Sent: Tuesday, October 24, 2023 11:55 AM To: rrathvon@gmail.com Cc: DistrictSecretary@qfr2.org Subject: RE: Twana Way road repair and improvements Sounds good . When is a good time .. I work Monday – Thursday and I am about two weeks our on appointments. When were you thinking? Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 8:44 AM To: chief@QFR2.org Cc: karlvonbargen@yahoo.com; 'Marilyn Walker' <ptatermwwalker@gmail.com> Subject: Twana Way road repair and improvements Chief, I talked with Bob in your office and he suggested that I email you. I, and the others on this email, are three of the property owners on Twana Way, which is a private road off of Toandoes Road. All of the owners along Twana Way are becoming engaged in discussions concerning improvements/repairs of the road. One of the key areas of concern is emergency vehicle access and response time. While we are generally familiar with the Fire District’s recommended standards (e.g., 20 foot width with a 12-foot wide surface, etc.), we wanted to see if you’re willing to walk the road with us at some point in the near future so that we can get your specific input / suggestions. We believe that this would be good information to include in our neighborhood discussions. Thank you. Regards, Rich EXHIBIT C To:chief@qfr2.org Subject:RE: Twana Way road repair and improvements Date:Tuesday, November 21, 2023 8:15:05 AM Chief, I don’t think I am telling you anything you don’t know. Thane has the best intentions and wants to be helpful. Is the “he” in the letter THANE. If the road only supports vehicles to 30,000 pounds we should not be taking any of the engines or tender down that hill. As for the reflectors on the hill. We really have to be careful making suggestions that could be interpreted as, If we do it they will come. I have to be honest. I don’t think I would drive a engine or tender down that hill. Maybe they should install a 4 inch stand dry pipe from the top to the bottom or have water on site with a pump. Art From: chief@qfr2.org <chief@qfr2.org> Sent: Tuesday, November 21, 2023 7:52 AM To: Art Frank <AFrank@co.jefferson.wa.us> Subject: FW: Twana Way road repair and improvements ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 9:59 AM To: chief@qfr2.org; 'Phil Cecere' <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements My apologies – attached is the referenced email. R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, November 20, 2023 12:48 PM To: 'chief@qfr2.org' <chief@qfr2.org>; 'Phil Cecere' <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Tim and Phil, Tim, thank you for the heads up. I wanted to provide some clarification for yours and Phil’s benefit relating to what now appears to have become an elevated issue among the Twana Way neighbors. The residents of Twana Way are involved in a discussion relating to the maintenance and improvement of Twana Way. At issue is what level of repairs and maintenance should be done. I invited all of Twana Way neighbors to a meeting on October 15 to discuss possible improvements centered primarily around what should be done to allow for reasonable access for fire/emergency vehicles, and service vehicles (such as propane and appliance delivery, etc.). While we got replies from all 8 neighbors, only 4 owners were able to attend. Included in this discussion were various levels of scope and cost based on 2 different road proposals by local road contractors, which served as examples of the range of improvements to consider. I am happy to provide you a copy of these materials if you wish. An action item was to follow up with the Quilcene Fire District as to what is recommended so as to provide reasonable level of emergency services. One of the neighbors that attended this meeting contacted who they represented as a member of the “Quilcene Fire & Rescue”. They met with this individual, and provided to all Twana Way neighbors an email summary including their rendition of the Quilcene Fire & Rescue’s comments. To ensure transparent, open and accurate communication among all neighbors, I contacted the Fire Chief to set a meeting with the Fire Chief to walk the road. I also informed and invited all neighbors to attend this meeting if they wished to. This meeting was set for tomorrow, November 21. Phil, now that you are involved, I am hoping we can still meet with you. If tomorrow does not work for you, I understand, and I will need to let others know. Also, if tomorrow does not work, would you able to meet next Monday, November 27? I sincerely appreciate your Department’s concern and involvement. Thank you. Best regards, Rich From: chief@qfr2.org <chief@qfr2.org> Sent: Monday, November 20, 2023 10:53 AM To: rrathvon@gmail.com Cc: Phil Cecere <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way road repair and improvements Good Morning Sir, Can you call me about this proposed . We have received some concerns about this proposal and feel you need to contact the County Fire Marshal Phil Cecre who has better legal information about the road standards . Phil is cc to this email. Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Monday, October 30, 2023 11:47 AM To: 'Chief' <chief@qfr2.org> Subject: RE: Twana Way road repair and improvements Tim, Thanks for the chat today. Meeting on Tuesday, 11/21 at ~9:45 am would work, if that works for you. Just let me know. Thx. Best regards, Rich From: Chief <chief@qfr2.org> Sent: Friday, October 27, 2023 11:40 AM To: Rrathvon <rrathvon@gmail.com> Subject: Re: Twana Way road repair and improvements My number below and anytime after 7 am. I am at work at 7 Tim McKern Fire Chief QFR Chief@QFR2.org (360) 463-2767 On Oct 27, 2023 at 7:55 AM, <Rrathvon> wrote: Sure. Just let me know what time works best for you, and the best number to reach you on. Thx. R From: Chief <chief@qfr2.org> Sent: Friday, October 27, 2023 10:53 AM To: Rrathvon <rrathvon@gmail.com> Subject: Re: Twana Way road repair and improvements Off today how about Monday morning ? Tim McKern Fire Chief QFR Chief@QFR2.org (360) 463-2767 On Oct 27, 2023 at 7:51 AM, <Rrathvon> wrote: Tim, Would you be available for a quick call today early afternoon? R From: chief@qfr2.org <chief@qfr2.org> Sent: Wednesday, October 25, 2023 2:07 PM To: rrathvon@gmail.com Cc: Nick Singleton <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements Sounds Good Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Wednesday, October 25, 2023 11:07 AM To: chief@qfr2.org Cc: 'Nick Singleton' <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements How about 11:30 am? R From: chief@qfr2.org <chief@qfr2.org> Sent: Wednesday, October 25, 2023 2:02 PM To: rrathvon@gmail.com Cc: Nick Singleton <nsingleton@qfr2.org> Subject: RE: Twana Way road repair and improvements Yes it will .. In the morning or when? Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Wednesday, October 25, 2023 11:01 AM To: chief@qfr2.org Cc: DistrictSecretary@qfr2.org Subject: RE: Twana Way road repair and improvements Tim, Would November 21 work for you? Regards, R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 4:58 PM To: 'chief@qfr2.org' <chief@qfr2.org> Cc: 'DistrictSecretary@qfr2.org' <DistrictSecretary@qfr2.org> Subject: RE: Twana Way road repair and improvements Tim, Working through logistics and scheduling issues – it may be early next week when I get back to you. Thx Regards, R From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 11:58 AM To: 'chief@qfr2.org' <chief@qfr2.org> Cc: 'DistrictSecretary@qfr2.org' <DistrictSecretary@qfr2.org> Subject: RE: Twana Way road repair and improvements Thanks for your quick response. Let me check schedules and I’ll get back to you. Regards, R From: chief@qfr2.org <chief@qfr2.org> Sent: Tuesday, October 24, 2023 11:55 AM To: rrathvon@gmail.com Cc: DistrictSecretary@qfr2.org Subject: RE: Twana Way road repair and improvements Sounds good . When is a good time .. I work Monday – Thursday and I am about two weeks our on appointments. When were you thinking? Tim McKern Fire Chief Quilcene Fire Rescue 70 Herbert Street Quilcene, WA 98376 Chief@qfr2.org (O)360-765-3333 Cell 360-463-2767 From: rrathvon@gmail.com <rrathvon@gmail.com> Sent: Tuesday, October 24, 2023 8:44 AM To: chief@QFR2.org Cc: karlvonbargen@yahoo.com; 'Marilyn Walker' <ptatermwwalker@gmail.com> Subject: Twana Way road repair and improvements Chief, I talked with Bob in your office and he suggested that I email you. I, and the others on this email, are three of the property owners on Twana Way, which is a private road off of Toandoes Road. All of the owners along Twana Way are becoming engaged in discussions concerning improvements/repairs of the road. One of the key areas of concern is emergency vehicle access and response time. While we are generally familiar with the Fire District’s recommended standards (e.g., 20 foot width with a 12-foot wide surface, etc.), we wanted to see if you’re willing to walk the road with us at some point in the near future so that we can get your specific input / suggestions. We believe that this would be good information to include in our neighborhood discussions. Thank you. Regards, Rich EXHIBIT D From:DFrostholm@co.jefferson.wa.us To:rrathvon@gmail.com Cc:rich@rathvonconsulting.com; tmch@olypen.com Subject:SDP2023-00020 - Additional Information Request Date:Wednesday, November 6, 2024 10:58:54 AM Rich, Jefferson County Department of Community Development (DCD) has reviewed the comments received for the proposed residential development of your property at 660 Twana Way. These comments were provided to you on October 8, 2024 and DCD received responses prepared by your geologist on October 11, 2024. Based on my review of the comments received during noticing and the subsequent response from the project geologist, DCD needs you to address the items listed below. Please provide a response to each of the following using the same numbering system for your responses. 1. A number of the comments DCD received pertained to concerns about Twana Way. The proposal submitted to DCD did not include alteration or expansion of the primitive road nor was there any indication that vegetation would need to be cleared or limbed for heavy equipment to access your parcel. It is my understanding from our meeting a few weeks ago that you are not proposing any improvements or vegetation clearing/trimming. Since then, I have discussed your proposal with building division and it is their understanding that your contractor is expecting to improve the road. Clarify if road improvements or vegetation/trimming is proposed. 2. It is assumed that all materials to construct the house and install the septic system will be trucked to the property and that no building materials will be transported by barge. Confirm that this is correct. 3. The Geologic Hazard Assessment prepared by Stratum Group was reviewed by Crescent Environmental (Crescent). Stratum Group responded to comments from Crescent, which you then forwarded on to me. Additional information is needed to show compliance with Jefferson County Code (JCC) requirements and to fully address comments from Crescent. Submit a revised geotechnical report or an addendum to the existing report that is consistent with report requirements in JCC 18.22.905(2) and 18.22.945. This would include, but is not limited to, the following: a. Incorporate existing sources of information (such as documents, maps, photos) that were reviewed and considered to evaluate geologically hazardous areas for your parcel; b. Address the slope failure shown in the Ecology oblique photos in the report; c. Discuss methods used to assess the rate of regression and tsunami hazard in more detail; d. Revise Figure 4 to include the extent of the geologically hazardous areas and buffers on the property so it is clear if the suitable building area is within a geologically hazardous area or a buffer. 4. JCC 18.25.270(3) and JCC 18.25.590(3) require a cumulative impact assessment. Submit an addendum to the Peninsula Environmental report that address cumulative impacts. Once I receive responses from you, I will continue reviewing the application. Let me know if you have any questions. Regards, Donna Frostholm, PWS Associate Planner - Lead/Wetland Specialist Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, Washington 98368 360-379-4466 dfrostholm@co.jefferson.wa.us DCD IS OPEN MONDAY – THURSDAY FROM 9:00 – 12:00 and 1:00 - 4:30; CLOSED FRIDAY. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. EXHIBIT E From:DFrostholm@co.jefferson.wa.us To:MByers@co.jefferson.wa.us Subject:RE: 660 Twana Wy SDP2023-00020 RBLD2024-00109 Date:Tuesday, January 14, 2025 2:19:01 PM Thanks for the update, Michael. I received an email recently saying that they would be submitting the information requested to continue processing the SDP, and the info request asked them to clarify if they would be improving the road. It sound like they will be. From: Michael Byers <MByers@co.jefferson.wa.us> Sent: Tuesday, January 14, 2025 1:35 PM To: Donna Frostholm <DFrostholm@co.jefferson.wa.us> Subject: 660 Twana Wy SDP2023-00020 RBLD2024-00109 Hi, Donna, I wanted to check in with you regarding the SDP part of this development application as the other reviews of the proposed SFR are complete and the permit is otherwise ready to be issued. The applicant’s representative and contractor were in today to talk with Greg and Phil about improving the road and it reminded me to check in on their building permit. Thank you! Michael Byers (he/him) Community Development Technician I Jefferson County Department of Community Development (DCD) 360-379-4463 Note: email subject to disclosure per Public Records Act, RCW 42.56 EXHIBIT F From:MByers@co.jefferson.wa.us To:DFrostholm@co.jefferson.wa.us Subject:660 Twana Wy SDP2023-00020 RBLD2024-00109 Date:Tuesday, January 14, 2025 1:35:08 PM Hi, Donna, I wanted to check in with you regarding the SDP part of this development application as the other reviews of the proposed SFR are complete and the permit is otherwise ready to be issued. The applicant’s representative and contractor were in today to talk with Greg and Phil about improving the road and it reminded me to check in on their building permit. Thank you! Michael Byers (he/him) Community Development Technician I Jefferson County Department of Community Development (DCD) 360-379-4463 Note: email subject to disclosure per Public Records Act, RCW 42.56 EXHIBIT G From:GBallard@co.jefferson.wa.us To:tmch@olypen.com Subject:Twana Way Road maintenance Date:Friday, January 17, 2025 3:19:30 PM Attachments:660 Twana Way Critical Areas.pdf Hi Terry, Twana Way appears to have been in existence since at least the early 1970’s based on assessor’s information. DCD visited the site on January 17, 2025 to examine the road. Twana Way is located in a moderate landslide hazard area, and is considered a conforming use per the Critical Area Code. Section 18.22.240(3) Jefferson County Code (JCC) states that a can be maintained or repaired. Because this is not a new use or development it is not subject to a Reasonable Economic Use Exception found in Section 18.22.260. The following is from Section 18.22.230 JCC - General exemptions. (1) The activities listed in subsection (4) of this section are exempt from the requirements of this chapter, assuming the proposed activity complies with all provisions of the exemption. (Emphasis added by DCD) (2) The administrator may determine that an activity is closely allied or similar to any activity in this list even if the proposed activity does not meet the precise terms of a listed exempt activity. The administrator is authorized to determine through a Type I permit process whether or not a development should be classified as an exempt activity and that such an activity does not impact the functions and values of any critical area or a critical area buffer. (Emphasis added by DCD) (3) It is the responsibility of the applicant to provide sufficient information for the administrator to determine that one of the exemptions listed in subsection (4) of this section applies. (4) The following activities in critical areas or critical area buffers are exempt from the requirements of this chapter: (a) Agriculture, as defined in JCC 18.10.010, may continue in substantively the same manner; provided, the activity does not result in adverse impacts to a critical area or a critical area buffer. This exemption shall include maintenance and repair of lawfully established structures, infrastructure, drainage and irrigation ditches, and farm ponds; provided, maintenance work does not expand further into a critical area. (b) Forest Practices. Classes I, II, III, and IV special (not Class IV general) forest practices regulated and conducted in accordance with the provisions of Chapter 76.09 RCW and forest practice regulations, WAC Title 222, except where the lands have been or are proposed to be converted to a use other than commercial forest product production. (c) Maintenance – Transportation. Maintenance or reconstruction of existing public or private roads, paths, bicycle ways, trails, and bridges; provided, that the maintenance or reconstruction complies with the additional requirements in subsection (5) of this section. (Emphasis added by DCD) (5) Additional Protection and Restoration Requirements. Where compliance with this section is required by a subsection above, all of the following requirements must be met: (a) Prior to the start of the activity for which an exemption is sought, the applicant must submit to the department a written description of the activity that includes at least the following information: (Emphasis added by DCD) (i) Type, timing, frequency, and sequence of the activity to be conducted; (ii) Type of equipment to be used (hand or mechanical); (iii) Manner in which the equipment will be used; and (iv) The best management practices to be used. The written description shall be valid for five years; provided, there is no significant change in the type or extent of the activity. (b) The activity cannot further alter, impact, or encroach upon critical areas or critical area buffers and no reasonable or practicable alternative exists. (c) The activity cannot further affect the functions of a critical area or a critical area buffer, and no reasonable or practicable alternative exists. (d) Best management practices must be implemented to minimize impacts to critical areas and critical area buffers during the activity. (e) Disturbed critical areas and critical area buffers must be restored immediately after the activity is complete. (f) Any impacts of the activity to a critical area or a critical area buffer must be mitigated, as approved by the administrator. You should submit the requirements of Section 18.22.230(5) JCC and DCD Planning can make a determination if your proposed road modifications are exempt from the Critical Area Code per Section 18.22.230(4) (c) JCC. Thanks Greg Ballard (he/his) Jefferson County DCD Development Code Administrator gballard@co.jefferson.wa.us (360) 379-4454 From: Terry McHugh <tmch@olypen.com> Sent: Thursday, January 16, 2025 11:59 AM To: Greg Ballard <GBallard@co.jefferson.wa.us> Cc: 'LD' <ldrichert@gmail.com> Subject: Please to Phil ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Greg, Please see attached verbiage for added notes to be added to the conditions of the Rathvon Building permit on 660 Twana Way, Quilcene. Also, since Mr. Rathvon has already engaged a firm to complete the Cumulative impact assessment he will complete that task. Terry McHugh T. McHugh Development Inc. 360-301-1763 EXHIBIT H From:Richard Rathvon To:"Donna Frostholm" Cc:rrathvon@gmail.com; "Terry McHugh" Subject:Email 1 of 3 Date:Thursday, January 30, 2025 5:55:25 AM Attachments:JC_DCD reply_25_01_final.docx Attachment A.pdf Easement referenced in Dabob View Tracts_Attachment B.pdf SU V5 PG 165_Dabob Tracts_Attachment C.pdf Attachment D.pdf ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Donna, I am providing our response to your November request in 3 separate emails due to the size of the 6 attachments. Please let me know if you have any questions or require further information. Thank you. Regards, Rich From:Richard Rathvon To:"Donna Frostholm" Cc:rrathvon@gmail.com; "Terry McHugh" Subject:RE: Email 2 of 3 Date:Thursday, January 30, 2025 5:56:12 AM Attachments:Attachment E_JeffersonTwanaRathvonGeology1.31.21UA_updated viaresponse to JC.pdf ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Donna, Email 2 of 3. From: Richard Rathvon Sent: Thursday, January 30, 2025 8:55 AM To: 'Donna Frostholm' <DFrostholm@co.jefferson.wa.us> Cc: rrathvon@gmail.com; 'Terry McHugh' <tmch@olypen.com> Subject: Email 1 of 3 Donna, I am providing our response to your November request in 3 separate emails due to the size of the 6 attachments. Please let me know if you have any questions or require further information. Thank you. Regards, Rich From:Richard Rathvon To:"Donna Frostholm" Cc:rrathvon@gmail.com; "Terry McHugh" Subject:RE: Email 3 of 3 Date:Thursday, January 30, 2025 5:57:01 AM Attachments:Attachment F_Cumulative_Impacts_Report_FINAL_1.24.25.pdf ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Donna, Email 3 of 3. From: Richard Rathvon Sent: Thursday, January 30, 2025 8:56 AM To: 'Donna Frostholm' <DFrostholm@co.jefferson.wa.us> Cc: rrathvon@gmail.com; 'Terry McHugh' <tmch@olypen.com> Subject: RE: Email 2 of 3 Donna, Email 2 of 3. From: Richard Rathvon Sent: Thursday, January 30, 2025 8:55 AM To: 'Donna Frostholm' <DFrostholm@co.jefferson.wa.us> Cc: rrathvon@gmail.com; 'Terry McHugh' <tmch@olypen.com> Subject: Email 1 of 3 Donna, I am providing our response to your November request in 3 separate emails due to the size of the 6 attachments. Please let me know if you have any questions or require further information. Thank you. Regards, Rich EXHIBIT I From:AGosnell@co.jefferson.wa.us To:GBallard@co.jefferson.wa.us Subject:RE: Twana Way Road maintenance Date:Thursday, January 30, 2025 1:20:01 PM Agreed. I missed the CUP/A requirement on my review of the permit last summer and asked them for an exemption app. My understanding is that the Type II permit must be completed before an RBLD can be issued. I assume Terry will know this as well, but I figured on updating him after I heard back from Donna. Andy From: Greg Ballard <GBallard@co.jefferson.wa.us> Sent: Thursday, January 30, 2025 1:14 PM To: Andrew Gosnell <AGosnell@co.jefferson.wa.us> Subject: RE: Twana Way Road maintenance Typically a residence is exempt from a SSDP per WAC 173-27-040(2)(g). In natural area it is a Conditional Administrative for development within the jurisdiction of the natural shoreline area (typically 160 to 200 feet back) From: Andrew Gosnell <AGosnell@co.jefferson.wa.us> Sent: Thursday, January 30, 2025 1:08 PM To: Greg Ballard <GBallard@co.jefferson.wa.us>; Phil Cecere <PCecere@co.jefferson.wa.us> Subject: RE: Twana Way Road maintenance Thank you both for putting this on my radar. I’ve reached out to Donna to get a sense of where she’s at in the Shoreline Substantial Development process for building in a Natural Shoreline. Thanks Andy From: Greg Ballard <GBallard@co.jefferson.wa.us> Sent: Monday, January 27, 2025 9:19 AM To: Phil Cecere <PCecere@co.jefferson.wa.us> Cc: Andrew Gosnell <AGosnell@co.jefferson.wa.us> Subject: FW: Twana Way Road maintenance DCD Planning has no issue with the issuance of the building permit utilizing the existing access road addressed below. Andy will review the other DCD Planning requirements . Thanks Greg Ballard (he/his) Jefferson County DCD Development Code Administrator gballard@co.jefferson.wa.us (360) 379-4454 From: Greg Ballard Sent: Friday, January 17, 2025 3:20 PM To: Terry McHugh <tmch@olypen.com> Subject: Twana Way Road maintenance Hi Terry, Twana Way appears to have been in existence since at least the early 1970’s based on assessor’s information. DCD visited the site on January 17, 2025 to examine the road. Twana Way is located in a moderate landslide hazard area, and is considered a conforming use per the Critical Area Code. Section 18.22.240(3) Jefferson County Code (JCC) states that a can be maintained or repaired. Because this is not a new use or development it is not subject to a Reasonable Economic Use Exception found in Section 18.22.260. The following is from Section 18.22.230 JCC - General exemptions. (1) The activities listed in subsection (4) of this section are exempt from the requirements of this chapter, assuming the proposed activity complies with all provisions of the exemption. (Emphasis added by DCD) (2) The administrator may determine that an activity is closely allied or similar to any activity in this list even if the proposed activity does not meet the precise terms of a listed exempt activity. The administrator is authorized to determine through a Type I permit process whether or not a development should be classified as an exempt activity and that such an activity does not impact the functions and values of any critical area or a critical area buffer. (Emphasis added by DCD) (3) It is the responsibility of the applicant to provide sufficient information for the administrator to determine that one of the exemptions listed in subsection (4) of this section applies. (4) The following activities in critical areas or critical area buffers are exempt from the requirements of this chapter: (a) Agriculture, as defined in JCC 18.10.010, may continue in substantively the same manner; provided, the activity does not result in adverse impacts to a critical area or a critical area buffer. This exemption shall include maintenance and repair of lawfully established structures, infrastructure, drainage and irrigation ditches, and farm ponds; provided, maintenance work does not expand further into a critical area. (b) Forest Practices. Classes I, II, III, and IV special (not Class IV general) forest practices regulated and conducted in accordance with the provisions of Chapter 76.09 RCW and forest practice regulations, WAC Title 222, except where the lands have been or are proposed to be converted to a use other than commercial forest product production. (c) Maintenance – Transportation. Maintenance or reconstruction of existing public or private roads, paths, bicycle ways, trails, and bridges; provided, that the maintenance or reconstruction complies with the additional requirements in subsection (5) of this section. (Emphasis added by DCD) (5) Additional Protection and Restoration Requirements. Where compliance with this section is required by a subsection above, all of the following requirements must be met: (a) Prior to the start of the activity for which an exemption is sought, the applicant must submit to the department a written description of the activity that includes at least the following information: (Emphasis added by DCD) (i) Type, timing, frequency, and sequence of the activity to be conducted; (ii) Type of equipment to be used (hand or mechanical); (iii) Manner in which the equipment will be used; and (iv) The best management practices to be used. The written description shall be valid for five years; provided, there is no significant change in the type or extent of the activity. (b) The activity cannot further alter, impact, or encroach upon critical areas or critical area buffers and no reasonable or practicable alternative exists. (c) The activity cannot further affect the functions of a critical area or a critical area buffer, and no reasonable or practicable alternative exists. (d) Best management practices must be implemented to minimize impacts to critical areas and critical area buffers during the activity. (e) Disturbed critical areas and critical area buffers must be restored immediately after the activity is complete. (f) Any impacts of the activity to a critical area or a critical area buffer must be mitigated, as approved by the administrator. You should submit the requirements of Section 18.22.230(5) JCC and DCD Planning can make a determination if your proposed road modifications are exempt from the Critical Area Code per Section 18.22.230(4) (c) JCC. Thanks Greg Ballard (he/his) Jefferson County DCD Development Code Administrator gballard@co.jefferson.wa.us (360) 379-4454 From: Terry McHugh <tmch@olypen.com> Sent: Thursday, January 16, 2025 11:59 AM To: Greg Ballard <GBallard@co.jefferson.wa.us> Cc: 'LD' <ldrichert@gmail.com> Subject: Please to Phil ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Greg, Please see attached verbiage for added notes to be added to the conditions of the Rathvon Building permit on 660 Twana Way, Quilcene. Also, since Mr. Rathvon has already engaged a firm to complete the Cumulative impact assessment he will complete that task. Terry McHugh T. McHugh Development Inc. 360-301-1763 EXHIBIT J From:DFrostholm@co.jefferson.wa.us To:AGosnell@co.jefferson.wa.us Subject:RE: Twana Way Road maintenance Date:Monday, February 3, 2025 11:11:13 AM Hi Andy, Thanks for checking in. I will be in the office tomorrow morning so maybe we can discuss this in more detail then. You are correct, the shoreline conditional use application is still under review so the building permit should not be issued until the Type II process is complete. I requested additional information after the site visit and meeting with the applicants. I received a response last week but have not yet had a chance to review. Donna From: Andrew Gosnell <AGosnell@co.jefferson.wa.us> Sent: Thursday, January 30, 2025 1:12 PM To: Donna Frostholm <DFrostholm@co.jefferson.wa.us> Subject: FW: Twana Way Road maintenance Hi Donna, Can you tell me where you’re at in the CUP process for the Rathvon project at 660 Twana Way? I hadn’t thought about it since our site visit with Terry, until I received the email below. It sounds like folks are expecting an RBLD to be issued soon, and may be forgetting another process is underway. Something for us to discuss next week. Thanks Andy From: Greg Ballard <GBallard@co.jefferson.wa.us> Sent: Monday, January 27, 2025 9:19 AM To: Phil Cecere <PCecere@co.jefferson.wa.us> Cc: Andrew Gosnell <AGosnell@co.jefferson.wa.us> Subject: FW: Twana Way Road maintenance DCD Planning has no issue with the issuance of the building permit utilizing the existing access road addressed below. Andy will review the other DCD Planning requirements . Thanks Greg Ballard (he/his) Jefferson County DCD Development Code Administrator gballard@co.jefferson.wa.us (360) 379-4454 From: Greg Ballard Sent: Friday, January 17, 2025 3:20 PM To: Terry McHugh <tmch@olypen.com> Subject: Twana Way Road maintenance Hi Terry, Twana Way appears to have been in existence since at least the early 1970’s based on assessor’s information. DCD visited the site on January 17, 2025 to examine the road. Twana Way is located in a moderate landslide hazard area, and is considered a conforming use per the Critical Area Code. Section 18.22.240(3) Jefferson County Code (JCC) states that a can be maintained or repaired. Because this is not a new use or development it is not subject to a Reasonable Economic Use Exception found in Section 18.22.260. The following is from Section 18.22.230 JCC - General exemptions. (1) The activities listed in subsection (4) of this section are exempt from the requirements of this chapter, assuming the proposed activity complies with all provisions of the exemption. (Emphasis added by DCD) (2) The administrator may determine that an activity is closely allied or similar to any activity in this list even if the proposed activity does not meet the precise terms of a listed exempt activity. The administrator is authorized to determine through a Type I permit process whether or not a development should be classified as an exempt activity and that such an activity does not impact the functions and values of any critical area or a critical area buffer. (Emphasis added by DCD) (3) It is the responsibility of the applicant to provide sufficient information for the administrator to determine that one of the exemptions listed in subsection (4) of this section applies. (4) The following activities in critical areas or critical area buffers are exempt from the requirements of this chapter: (a) Agriculture, as defined in JCC 18.10.010, may continue in substantively the same manner; provided, the activity does not result in adverse impacts to a critical area or a critical area buffer. This exemption shall include maintenance and repair of lawfully established structures, infrastructure, drainage and irrigation ditches, and farm ponds; provided, maintenance work does not expand further into a critical area. (b) Forest Practices. Classes I, II, III, and IV special (not Class IV general) forest practices regulated and conducted in accordance with the provisions of Chapter 76.09 RCW and forest practice regulations, WAC Title 222, except where the lands have been or are proposed to be converted to a use other than commercial forest product production. (c) Maintenance – Transportation. Maintenance or reconstruction of existing public or private roads, paths, bicycle ways, trails, and bridges; provided, that the maintenance or reconstruction complies with the additional requirements in subsection (5) of this section. (Emphasis added by DCD) (5) Additional Protection and Restoration Requirements. Where compliance with this section is required by a subsection above, all of the following requirements must be met: (a) Prior to the start of the activity for which an exemption is sought, the applicant must submit to the department a written description of the activity that includes at least the following information: (Emphasis added by DCD) (i) Type, timing, frequency, and sequence of the activity to be conducted; (ii) Type of equipment to be used (hand or mechanical); (iii) Manner in which the equipment will be used; and (iv) The best management practices to be used. The written description shall be valid for five years; provided, there is no significant change in the type or extent of the activity. (b) The activity cannot further alter, impact, or encroach upon critical areas or critical area buffers and no reasonable or practicable alternative exists. (c) The activity cannot further affect the functions of a critical area or a critical area buffer, and no reasonable or practicable alternative exists. (d) Best management practices must be implemented to minimize impacts to critical areas and critical area buffers during the activity. (e) Disturbed critical areas and critical area buffers must be restored immediately after the activity is complete. (f) Any impacts of the activity to a critical area or a critical area buffer must be mitigated, as approved by the administrator. You should submit the requirements of Section 18.22.230(5) JCC and DCD Planning can make a determination if your proposed road modifications are exempt from the Critical Area Code per Section 18.22.230(4) (c) JCC. Thanks Greg Ballard (he/his) Jefferson County DCD Development Code Administrator gballard@co.jefferson.wa.us (360) 379-4454 From: Terry McHugh <tmch@olypen.com> Sent: Thursday, January 16, 2025 11:59 AM To: Greg Ballard <GBallard@co.jefferson.wa.us> Cc: 'LD' <ldrichert@gmail.com> Subject: Please to Phil ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Greg, Please see attached verbiage for added notes to be added to the conditions of the Rathvon Building permit on 660 Twana Way, Quilcene. Also, since Mr. Rathvon has already engaged a firm to complete the Cumulative impact assessment he will complete that task. Terry McHugh T. McHugh Development Inc. 360-301-1763 EXHIBIT K ) J N V 'Y: ""' v\ :-1' � � . I I j=. tr � <J' :i-( - .,,. � � 0-N d? er � � � .s: ,_ 1" � � .s l � .... _ � c-·O8C � \/\ ., i ' ·' :., ... - : 1- � '-,,. '\-.) EXHIBIT L From:GBallard@co.jefferson.wa.us To:AGosnell@co.jefferson.wa.us Subject:FW: RBLD 2024-00109 Rathvon- Twana Way, Quilcene Date:Tuesday, February 18, 2025 12:02:09 PM Attachments:Twana rd. stratum letter.pdf Could you look into this one? Thanks GregB From: Terry McHugh <tmch@olypen.com> Sent: Monday, February 17, 2025 8:05 PM To: Greg Ballard <GBallard@co.jefferson.wa.us> Subject: RBLD 2024-00109 Rathvon- Twana Way, Quilcene ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Hi Greg, Looks to me like everyone has signed off this permit, but it hasn’t been released yet. I’m guessing that it’s with Donna, but hoping you can look into it. Please see attached letter for the Stratum Group following their site visit. I’ll be at DCD in about 1 hour, maybe I’ll check in with you then. Thanks Terry McHugh Remax First 360-301-1763 EXHIBIT M From:Terry McHugh To:"Greg Ballard" Subject:RBLD 2024-00109 Rathvon- Twana Way, Quilcene Date:Tuesday, February 18, 2025 10:29:35 AM Attachments:Twana rd. stratum letter.pdf ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Hi Greg, Looks to me like everyone has signed off this permit, but it hasn’t been released yet. I’m guessing that it’s with Donna, but hoping you can look into it. Please see attached letter for the Stratum Group following their site visit. I’ll be at DCD in about 1 hour, maybe I’ll check in with you then. Thanks Terry McHugh Remax First 360-301-1763 EXHIBIT N From:LD To:Greg Ballard Cc:Gabriel R. Shepherd Subject:Re: Rathvon twana way Date:Wednesday, March 5, 2025 4:52:07 PM ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Thanks again for grabbing the reins and kicking the horse. Best regards LD On Wed, Mar 5, 2025, 11:54 Greg Ballard <GBallard@co.jefferson.wa.us> wrote: Hi LD, all the reviews have been done (signed off today). RBLD 2024-00109 will be issued tomorrow by Gabe. GregB From: LD <ldrichert@gmail.com> Sent: Wednesday, March 5, 2025 11:37 AM To: Greg Ballard <GBallard@co.jefferson.wa.us> Cc: Terry McHugh <tmch@olypen.com>; Richard Rathvon <rrathvon@gmail.com> Subject: Rathvon twana way ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Greg Per our conversation a week ago you asked me to get in touch with you by Friday regarding the Rathvon permit if Donna failed to issue. It is Wednesday of the following week and still no movement. This permit has stalled for no visual reason other than a general " I'll get to it at some point attitude". This kind of issue needs to be addressed as this is exactly the reason residents of Jefferson county get so frustrated with DCD. I am bringing this back to your attention as you requested. Thanks again for your assistance and desire to streamline the process to the good of both DCD and the county residents. Best regards LD EXHIBIT O From:MByers@co.jefferson.wa.us To:dimaggiojohn17@gmail.com Subject:660 Twana Way Date:Thursday, March 6, 2025 9:04:16 AM Good morning, John, just a quick heads up that yesterday, after an office visit of the project’s representative, the Code Development Administrator decided to issue the building permit prior to the completion of the Shoreline Development Permit. Michael Byers (he/him) Community Development Technician I Jefferson County Department of Community Development (DCD) 360-379-4463 Note: email subject to disclosure per Public Records Act, RCW 42.56 EXHIBIT P From:Richard Rathvon To:"Donna Frostholm" Cc:"Terry McHugh" Subject:Geologic hazard assessment for Twana Way Date:Thursday, March 13, 2025 12:28:58 PM Attachments:Geologic Hazard Letter for Twana Way.pdf ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are not expecting them. Donna, I had understood previously – perhaps incorrectly – that a letter from our Geotech specialist was sufficient, which has already been submitted to your office. For additional information, attached is a copy of the geologic hazard assessment for Twana Way. Please let me know if you have any questions or require further information. Regards, Rich EXHIBIT Q RATHVON RESIDENCE PERMIT SET ENERGY/MECHANICAL CODE COMPLIANCE:PROJECT DATA: PARCEL NUMBER: 701164005 PROJECT ADDRESS: 660 TWANA WAY QUILCENE, WA 98376 LOT SIZE: 238,273 SF / 5.47 ACRES ZONE: RURAL RR-5 OCCUPANCY TYPE: N/A CONSTRUCTION TYPE: N/A AUTOMATIC SPRINKLER SYSTEM: NOT REQUIRED PROJECT DESCRIPTION: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE ON AN UNDEVELOPED PROPERTY IMPERVIOUS COVERAGE: 25% = 59,568 SF MAXIMUM REQUIRED YARDS: FRONT YARD = N/A REAR YARD = 5 FT SIDE YARDS = 5FT SHORELINE SETBACK: 150' + 10' BUFFER = 160' BUILDING HEIGHT: MAX BUILDING HEIGHT = 35 FT PROJECT GROSS SQUARE FOOTAGE: MEASURED FROM EXTERIOR WALLS UPPER LEVEL = 2,297 SF LOWER LEVEL = 1,494 SF TOTAL GROSS = 3,791 SF SHEET LIST: 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET TITLE SHEET G0.0 1) WORK TO COMPLY WITH THE 2021 WSEC AND 2021 IMC. 2) ALL GLAZING AND DOORS TO MEET MAXIMUM 0.25 U-FACTOR PER THE 2021 WSEC PRESCRIPTIVE UNLIMITED GLAZING REQUIREMENTS. REFER TO SHEETS A6.0-A6.3 FOR WINDOW SCHEDULE. VERTICAL GLAZING (U):0.25* OVERHEAD GLAZING (U):0.50 CEILING: R-60 VAULTED CEILING:R-38 WALL ABOVE GRADE:R-20+5 or 13+10 WALL BELOW GRADE:R-10/15/21 int + 5TB FLOOR:R-30* SLAB ON GRADE:R-10 *SEE ITEM #8 REGARDING BUILDING ENVELOPE 3) A MINIMUM OF 90 PERCENT OF ALL LIGHT FIXTURES SHALL BE HIGH EFFICACY PER WSEC R401.1 4) PERMANENTLY MOUNTED EXTERIOR LIGHTS FIXTURES WILL BE HIGH EFFICACY UNLESS EQUIPPED WITH BUILT-IN PHOTO CONTROL SENSOR PER WSEC 505.2. 5) ALL BATHROOMS & TOILET ROOMS TO BE EQUIPPED WITH MINIMUM 50 CFM INTERMITTENTLY OPERATING SOURCE SPECIFIC EXHAUST. ALL KITCHENS TO BE EQUIPPED WITH A MINIMUM 100 CFM INTERMITTENTLY OPERATING SOURCE SPECIFIC EXHAUST PER 2021 IMC TABLE 403.3.2.3. 6) CONTINUOUS WHOLE HOUSE VENTILATION PROVIDED PER IRC M1505.4.3. OUTDOOR AIRFLOW RATE SHALL BE 75 CFM. 7) HEATING OPTION 4C - HEAT PUMP 3 CREDITS 8) BUILDING ENVELOPE: VERTICAL FENESTRATION U = 0.25, FLOOR R-38 & CONTINUOUS R-10 UNDER SLAB (ENERGY CREDIT 1.2) 1.0 CREDIT 9) AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAX AT 50 PASCALS (ENERGY CREDIT 2.1) 1.0 CREDIT 10) AIR-SOURCE, CENTRALLY DUCTED HEAT PUMP W/ MIN. HSPF 9.5 (ENERGY CREDIT 3.3) 0.5 CREDITS 11) HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: HVAC EQUIPMENT SHALL COMPLY WITH THE REQ'S OF R403.3.2 (ENERGY CREDIT 4.1) 0.5 CREDITS 12) EFFICIENT WATER HEATING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA (ENERGY CREDIT 5.6) 2.0 CREDITS TOTAL ENERGY CREDITS = 8 REQUIRED BASED ON TABLE R406.3 FOR MEDIUM DWELLING UNIT. ENERGY SELECTIONS FROM WSEC TABLE R406.2. CONCEPTUAL PROJECT IMAGE GENERAL: G0.0 TITLE SHEET G0.1 GENERAL CONDITIONS + ABBREVIATIONS SURVEY CIVIL: STORMWATER MANAGEMENT PLAN ARCHITECTURAL: A1.0 OVERALL SITE PLAN A1.1 ENLARGED SITE PLAN A2.1 LOWER LEVEL PLAN A2.2 ENTRY LEVEL PLAN A2.3 ROOF PLAN A3.0 BUILDING ELEVATIONS A3.1 BUILDING ELEVATIONS A3.2 BUILDING ELEVATIONS A3.3 BUILDING ELEVATIONS A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A5.0 WALL ASSEMBLIES A5.1 FLOOR & ROOF ASSEMBLIES A6.0 OPENING SCHEDULE A6.1 OPENING SCHEDULE A6.2 OPENING SCHEDULE A6.3 OPENING SCHEDULE A8.0 TYPICAL DETAILS A8.1 TYPICAL DETAILS A8.2 TYPICAL DETAILS A8.3 TYPICAL DETAILS STRUCTURAL: S1.0 GENERAL NOTES S2.1 FOUNDATION PLAN S2.2 UPPER FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.0 TYPICAL CONCRETE DETAILS S3.1 CONCRETE DETAILS S3.2 CONCRETE DETAILS S4.0 TYP. WOOD FRAMING DETAILS S4.1 WOOD FRAMING DETAILS S4.2 WOOD FRAMING DETAILS CONTACT INFORMATION: ARCHITECT: REGAN McCLELLAN, AIA McCLELLAN | TELLLONE 3309 WALLINGFORD AVE N SEATTLE, WA 98103 206.728.0480 regan@mctarch.com STRUCTURAL ENGINEER: WARREN CENT, P.E. MALSAM TSANG SE 122 S JACKSON STREET SEATTLE, WA 98104 (206)789-6038 warrenc@malsam-tsang.com CIVIL ENGINEER: EVERETT SORENSEN, PE EVERGREEN ENGINEERING 715 GRANT STREET PORT TOWNSEND, WA (360)821-9960 ev_sorensen@hotmail.com CONTRACTOR: LD RICHERT LD RICHERT CONSTRUCTION 2409 JEFFERSON STREET PORT TOWNSEND, WA (360) 301.0543 ldrichert@gmail.com LEGAL DESCRIPTION: S16 T27 R1W TAX 2 CONCEPTUAL PROJECT IMAGE VICINITY MAP SITE CLEARCLR HR DRAWINGDWG NTS CONCRETE MASONRY UNIT DOUBLEDBL DOWN DEGREE DEPARTMENT DIAMETER DIMENSION DISPENSER DOWN SPOUT DIM DISP DN DS DEG DEPT DIA COLUMN CONCRETE CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CORR CPT CT CTR CMU COL CONC CONT MECH MTL N NIC MFR MIN MO MDO MDF MAX LAV JNT ACOUSTIC, ACOUSTICAL ABOVE FINISHED FLOOR BUILDINGBLDG BEAM BLOCKING BOTTOM OF CABINET CONTROL JOINT CEILING CENTERLINE CAB CJNT CLG CL BLKG B/O BM ADDENDUM BOARD ADDM AFF BRD ACOUST HDWD HDR HT HM GA GL GWB FEC FIN FLR FDN FAB HOUR STD STANDARD TEMPERED SAFETY GLASS TONGUE AND GROOVE UNLESS NOTED OTHERWISE NOT TO SCALE MECHANICAL NOT IN CONTRACT METAL NORTH MANUFACTURER MASONRY OPENING MINIMUM MEDIUM DENSITY OVERLAY MEDIUM DENSITY FIBER BOARD MAXIMUM LAVATORY JOINT VERT W WD UNO VERTICAL WEST WOOD T&G T/O TOM TOW TYP STL T T&B TOP OF MASONRY TOP OF WALL TOP OF TYPICAL TOP AND BOTTOM STEEL GYPSUM WALL BOARD HOLLOW METAL HEADER HEIGHT HARDWOOD GLASS, GLAZING GAUGE FIRE EXTINGUISHER CABINET FINISH FLOOR FOUNDATION FABRICATE SF SHTG SIM SQ R O S SQUARE FEET, SQUARE FOOT SHEATHING SIMILAR SQUARE ROUGH OPENING SOUTH PNT PLWD PR PTN OC OPP PAINT PLYWOOD PAIR PARTITION ON CENTER OPPOSITE INSULATIONINSUL SCWD SOLID CORE WOOD COUNTER, COUNTER SUNKCNTR EACHEA EQUALEQ EXPANSION, EXPOSEDEXP EXISTING(E), EXST EXTERIOREXT FUR FURRING, FURRED FE FIRE EXTINGUISHER FF FINISH FLOOR GALV GALVANIZED GC GENERAL CONTRACTOR HD HEAD O/OVER PEN PENETRATION PLAM PLASTIC LAMINATE PL PROPERTY LINE PJ PANEL JOINT PT PRESSURE TREATED PERP PERPENDICULAR REFR SC SOLID CORE SS STAINLESS STEEL TOS TOP OF STEEL VTO VENT TO OUTSIDE W/ W/O W/R WATER RESISTANT WWF WELDED WIRE FABRIC EQUIP EQUIPMENT EASTE ELEVATORELEV ELEVATIONEL MATL MATERIAL FT FEET, FOOT FTG FOOTING REFRIGERATOR ORD OVERFLOW ROOF DRAIN TOSL TOP OF SLAB VTR VENT THROUGH ROOF OL OCCUPANCY LOAD OCCUP OCCUPANTS, OCCUPANCY ACCESSORYACCY ABOVEABV ADJUSTABLEADJ ADDITIONALADDL ABOVE FINISHED GRADEAFG ALUMINUMALUM ALTERNATE, ALTERNATIVEALT ANCHORANCH APPROXIMATELYAPPROX ARCHITECT, ARCHITECTURALARCH BASEBOARDBB BELOWBLW BETWEENBTW CALCULATIONCALC DISHWASHERDW ENGINEERENGR EQUIV EQUIVALENT FD FLOOR DRAIN FV FIELD VERIFY GRT GROUT HORIZ HORIZONTAL INTERNATIONAL BUILDING CODEIBC INTERIORINT JB JUNCTION BOX LTG LIGHTING (N)NEW OPG OPENING PRELIM PRELIMINARY R RISER REC RECCOMENDED REF REFERANCE REQD REQUIRED REINF REINFORCED RET RETAINING SCHED SCHEDULE SPEC SPECIFICATION STOR STORAGE STRUCT STRUCTURAL TEMP TEMPORARY THROUGHTHRU WITH WITHOUT HB HOSE BIB WND WINDOW WINDOW TYPE FLOOR DRAIN DOWNSPOUT SMOKE DETECTOR 100 CFM FAN SECTION CALL OUT ASSEMBLY TYPE EXTERIOR DOOR TYPE HOSE BIB CARBON MONOXIDE DETECTOR DOOR TYPE RATHVON RESIDENCE ABBREVIATIONS:GENERAL PLAN NOTES: 1)REFER TO SHEET A5.0 FOR WALL, FLOOR AND ROOF ASSEMBLY TYPES 2) ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED 3)INTERIOR DOORS TO BE INSTALLED 6" FROM FACE OF STUD TO EDGE OF ROUGH OPENING IF NOT DIMENSIONED 4)ALL WINDOW DIMENSIONS ARE TO ROUGH OPENING 5)REFER TO STRUCTURAL DOCUMENTS FOR ALL CONCRETE & FRAMING INFORMATION SYMBOLS: GENERAL CONSTRUCTION NOTES: 1)THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. 2)BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE GENERAL CONTRACTOR AND ALL OF THE SUB-CONTRACTORS SHALL VERIFY ALL MEASUREMENTS ON THE DRAWINGS AND AT THE CONSTRUCTION SITE, AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. ANY DISCOVERED DIFFERENCES SHALL BE REPORTED TO THE ARCHITECTS FOR DESIGN CONSIDERATIONS BEFORE PROCEEDING FURTHER WITH THE WORK. THE CONTRACTOR IS HEREBY ADVISED THAT THE DRAWINGS ARE NOT TO SCALE. 3)WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. 4)CONTRACTOR SHALL KEEP ALL AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS. 5) CONTRACTOR SHALL REPAIR DAMAGED SURFACES WHICH WERE DAMAGED BY CONSTRUCTION OR CLEAN-UP, AND CORRECT CONDITIONS TO MATCH SURROUNDING FINISHED CONDITIONS. 6)REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS DRAWN IN FULL. 7)DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE AND TO THE FACE OF STUD, UNLESS OTHERWISE NOTED. FIELD VERIFY ALL DIMENSIONS. 8)FIELD VERIFY MILLWORK DIMENSIONS AND ALL WINDOW AND DOOR DIMENSIONS. 9)PROTECT ALL PORTIONS OF THE EXISTING BUILDING OR SITE NOT SCHEDULED TO BE REMOVED, IF APPLICABLE, AND REPLACE OR REPAIR ALL SUCH ITEMS DAMAGED DURING CONSTRUCTION. PROVIDE PROTECTION AGAINST INCLEMENT WEATHER, WIND, FROST, EXCESSIVE HEAT, VANDALISM, AND ALL WORKERS, DELIVERY PERSONNEL, SUB-CONTRACTORS AND BUILDING INSPECTORS SO AS TO MAINTAIN ALL WORK, MATERIAL, APPARATUS AND FIXTURES FREE FROM DAMAGE, INCLUDING SURFACE SCRATCHES AND BLEMISHES. ALL NEW AND EXISTING WORK LIKELY TO BE DAMAGED SHALL BE APPROPRIATELY COVERED OR PROTECTED AT ALL TIMES. PROTECT ALL PLANTING AREAS FROM FOOT OR WHEEL TRAFFIC, AND AVOID CRUSHING SAME DUE TO STORED MATERIAL.S. 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET GENERAL CONDITIONS + ABBREVIATIONS G0.1 SG SAFETY GLAZING Drawn By: Everett A. Sorensen, P.E. Evergreen Engineering Services 715 Grant Street Port Townsend, WA 98368-2405 ev_sorensen @hotmail.com 360-821-9960 June 24 , 2024 300'11-13% Slope Existing Driveway Driveway Continues to Neighbor’s Property Approximate Well Location Soil Evaluation Hole Locations Site Plan with Existing Conditions Rathvon Property 660 Twana Way; Quilcene , WA 98376 County Parcel 701164005 5.47 Acres (238,000 ft 2) SEP2022-00114 Original Scale: 1 inch = 80 ft 0 160 240 Ft80 LIDAR Imagery from Jefferson County GIS Drawn By: Everett A. Sorensen, P.E. Evergreen Engineering Services 715 Grant Street Port Townsend, WA 98368-2405 ev_sorensen @hotmail.com 360-821-9960 June 24 , 2024 Original Scale: 1 inch = 80 ft 0 160 240 Ft80 Site Plan with Proposed Improvements & Stormwater Management Features ; Rathvon Property 660 Twana Way; Quilcene , WA 98376 County Parcel 701164005 5.47 Acres (238,000 ft 2) SEP2022-00114 300'11-13% Slope Existing Driveway Driveway Continues to Neighbor’s Property Approximate Well Location Approved Septic Drainfield Location SEP2022-00114 Soil Evaluation Hole Locations Proposed 1,300 ft2 Parking Area Proposed House Proposed Decks Typical Roof Downspout to Dispersion Block Discharging onto ≥50 ft Vegetated Downhill Flow Path; ≥4 Dispersion Locations for 2,300 ft2 Roof Area per Stormwater Manual BMP T5.10 B Construction Entrance 50 ' Proposed Permanent Stormwater Management Features  BMP T 5.12 Sheet Flow Dispersion for Driveway & Parking Area Run-off (Stormwater Manual Volume V, Chapter 3, Page 692)  BMP T 5.10 B: Downspout Dispersion Systems for Roof Downspout Flow (Volume V - Chapter 4 - Page 713) Typical Tightline from Downspout to Dispersion Location Note: Downspout Tightlines Shall Not Connect To Perimeter Foundation Drains (not shown) LIDAR Imagery from Jefferson County GIS DW5' SIDEYARD SETBACK APPROXIMATE STREAM OHWM LOCATION 50FT STREAM SETBACK PROPERTY LINE1 6 0 ' S E T B A C K PROPOSED PARKING AREA EXISTING DRIVE 5' SIDEYARD SETBACK R.P.PROPOSED RESIDENCE REPORTED WELL LOCATIONW T. 1 0 0 ' S E T B A C K 100FT WELL RADIUS PROPOSED UNDERGROUND PROPANE TANK PROPERTY LINE PROPERTY LINE DABOB BAY PROPOSED SEPTIC DRAINFIELD PER SEPTIC DESIGN APPLICATION. APPROXIMATE LOCATION SHOWN OHWMPROPOSED SEPTIC TANK OVERALL SITE PLAN A1.0 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET 1 OVERALL SITE PLAN 1" = 30'-0" N DEVELOPMENT SUMMARY SITE AREA: 238,273 ft² IMPERVIOUS COVERAGE:25% = 59,568 ft² FRONT YARD: NA SIDE YARDS:5 ft REAR YARD:5 ft SHORELINE:150 ft + 10 ft BUILDING HEIGHT:35 ft IMPERVIOUS COVERAGE CALCULATIONS PERMITTED: 59,568 ft² / 25% EXISTING DRIVEWAY = 4,300 ft 2 ROOF AREA = 3,676 ft 2 PARKING AREA = 1,304 ft 2 DECKS = 242 ft 2 WALKWAYS = 198 ft 2 TOTAL PROPOSED: 9,720 ft² / 4% DWCOVERED TERRACE PROPOSED RESIDENCE PRIMARY SUITE DECK EX. DRIVE 16 0 ' S E T B A C K GARDEN 87.0' T.O. SBFR +88 WALK WAY +89 +86 PARKING AREA ENTRY +71 +76 +86 +86 +76 +86 +73 +76 +86.5 +86 +86 +89 +70 +76 +70 34'16' 17'-3" V.I.F.24'25' V.I .F . 14'-6"19' -6 " 12'4' 1 0 0 ' S E T B A C K 26'-6"80'16' 30'65'-7" ± TO PROPERTY LINE454'-8" ± TO PROPERTY LINE PRECAST CONCRETE PAVERS, TYP CONCRETE PARKING AREA WITH CURB LINE OF ROOF ABOVE, TYP. OUTDOOR SHOWER BELOW PROPOSED SEPTIC TANK PROPOSED SEPTIC DRAINFIELD ENLARGED SITE PLAN A1.1 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET N 1 ENLARGED SITE PLAN 1/8" = 1'-0" 1 LOWER LEVEL PLAN 1/4" = 1'-0" NN PLAN MECH 110 BENCH STAIR 101 EXERCISE 109 CLOSET LINEN CLOSET 102 STORAGE/ MECH 103 CLOSET 104 CLOSET GUEST BATH 106 GUEST BED 2 105 GUEST BED 1 107 SHOWER HALL 108 FUTURE LANDSCAPING STEPS FREE DRAINING DECK ABOVE 14 TREADS @ 11" 16 RISERS @ 7.75"UP DN 28'-51 2"51'-61 2" 80' PATIO 113 STORAGE 114 CONCRETE ENTRY PATIO ABOVE ON GRADE 2'30 x 7030 x 80 30 x 7030 x 7030 x 7030 x 7030 x 7028 x 7030 x 7030 x 7 0 30 x 70 36 x 80(2) 30 x 70 (2) 30 x 70 CEILING HT 9'-2" CEILING HT 9'-2" CEILING HT 9'-2" CEILING HT 9'-2" NOTE: FRAMED TO ALLOW FOR FUTURE OPENING6'-6"4'-6"ED002ED001 110 SD SD SD CM W5 W6 W9 W9 W8 W8 W8 W8 W8 W3 W2 W2W2 W2 W2B W2B W2B W2B W2B W4 W2B W2B W2B W2 W9 STOOP W3 W3 W3 W7 W7 W5 W5 W6 W2W2 HEATED SPACE W001W002W003W004W005W006W007(ABOVE)WAY WALK 112 CONCRETE SHOWER OUTDOOR 111 3'-0" x 3'-0" ACCESS DOOR 3'-0" x 3'-0" ACCESS DOOR T.O. SLAB 76.66' EGRESS WINDOW PER IRC R310 EGRESS WINDOW PER IRC R310 NOTE: CEILING HEIGHT LISTED IS FROM THE TOP OF SUBFLOOR TO THE BOTTOM OF FRAMING. FINISH HEIGHT VARIES, TYP. W8 12'-71 2"3'-6"6'-5"4'-111 2"5'-111 2"18'-1" 10'6'7'-10"18'-8"26'-6"8'-8"17'-51 2"EQ.EQ. 1'-6" 12' 1'-6" 5'-3"2'-9"5'-3"51 2"2'6'-61 2"51 2"1'-3"12'-41 2"8"8"4'-10"6"9'-9"26'-11 2"10'-61 2"18'38' 92'-8" 8'-8" W8 6"5'4'18'-2"W6 11'1'-4"2'212"4'-4"6" 10'-10"8" 16'8"7'-10"7'-6"5'-4"8"8'22'3'-4"11'-4"4' 2'-8" 12' W/ CONCRETE RAT SLAB ℄℄℄ 9'9'10'℄EQ.EQ.3"℄℄4'℄℄ AHU 11'-6"16'-8"6"8"8'8" W5 36" HIGH STEEL & CABLE GUARDRAIL WITH WOOD CAP PER IRC R312, TYP. 2'-8" PIPE COLUMN PER STRUCTURAL, TYP. LANDSCAPING PATH SHOWN DASHED CONTRACTOR TO COORDINATE LOCATION OF WATER HEATER & AIR HANDLER W/ SUBS PRIOR TO INSTALLATION OF MECH. EQUIP,TYP. AHU 8"12'3'-4"3'-6"2'℄W5 1'-5" 6'3'-6"3'-6"512"7'7'-312"2'-9"8'1'-3"8'1'-3" 4'-61 2"2'-9"2'-9"3'-1"7'-512"8'-4" CONCRETE 4'2'3'8'FOOTINGS SHOWN DASHED, TYPICAL. REFER TO STRUCTURAL DRAWINGS CRAWLSPACE POWER VENTED, TYP. CRAWLSPACE GARDEN ABOVE UNEXCAVATED℄℄℄ 8' 18'-61 2"23' 1'1'1'5'HANDRAILS, MIN. 34" ABOVE NOSING, TYP. PER IRC R311.7.8.5 1 A3.0 1 A4.2 1 A4.2 2 A4.0 2 A4.0 1 A4.0 1 A4.0 1 A4.1 1 A4.1 2 A4.1 2 A4.1 SLOPE DN AT 2%±LOWER LEVEL PLAN A2.1 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET SQUARE FOOTAGE CALCULATIONS UPPER LEVEL GROSS = 2,297 ft 2 LOWER LEVEL GROSS = 1,494 ft 2 COMBINED TOTAL GROSS = 3,791 ft 2 OUTDOOR SPACES PRIMARY DECK = 261 ft 2 COVERED TERRACE = 593 ft 2 LOWER PATIO = 144 ft 2 DW 28'-51 2"7'-10"10'26'-11 2"10'-61 2"38'2'8'-8"22'8'16' 30' 51'-61 2"18'-8"1 UPPER LEVEL PLAN 1/4" = 1'-0" NN PLAN LIVING 211 CLOSET 204 BATH 205 PRIMARY SUITE 206 LAUNDRY 216 KITCHEN 213 DINING 212 COVERED TERRACE 217 PATIO ENTRY 200 ENTRY 201 OFFICE 209 MECH/ STOR 203 PWDR 202 PANTRY 215 BAR 214 DECK 208 GARDEN PRIVATE 207 STAIR 101 BBQ STORAGEOVENSREF REF COATSHOWER TUB SLIDING GLASS DOORS SLIDING GLASS DOORSSLIDING GLASS DOORSW D STORAGEISLAND 36" HIGH 14 TREADS @ 11" 16 RISERS @ 7.5"DN 80' WOOD DECKING HALL 210 30 x 80 30 x 8030 x 8030 x 8028 x 8028 x 80 28 x 80(2) 24 x 80CEILING HT 12'-2" H.P.40 x 80CEILING HT 10'-0" H.P. CEILING HT 9'-0" L.P. CEILING HT 11'-0" L.P. EXHAUST HOOD ABOVE 30 x 80 W2 W101 W102 W103 W104 W106 W107 W108 ED101 W109W110W111W117W114 ED102 W116 W119W121W123W125ED103ED104W129 (ABOVE)(ABOVE)110 90 90110 SD CM SD W2 W2B W2 W2 W2B W2B W2B W2 W2 W5 W5 W6 SIM W5 W5 W2B W2BW2B W2 W2B W4 W4 W2B W6 W7 W7 W5 SIM T.O. SBFLR 87.0' BEDROOM EGRESS REQUIREMENT MET BY EXTERIOR DOOR GAS FIREPLACE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ADJUST FRAMING AS NECESSARY. DIRECT VENTED THROUGH CHIMNEY. 400 CFM MAX. HOOD ABOVE 36" HIGH STEEL & CABLE GUARDRAIL WITH WOOD CAP PER IRC R312, TYP. 4'2'6'-2"2'7'-71 2"2'-9"3"4'3"2'-9"5'-3"2'3'-71 2"2'5'-8" 11'51 2"10'-01 2"51 2"6'-6"℄℄℄ 8'1'1'1'5'W6 W5 1'-21 2" 23'18'-61 2"1'2'5'-6"4'-6"512"8'-1"4'-6"512"W5 WOOD SLAT SCREEN WALL FENCING 7'-6" HIGH 13'-8"5'36" HIGH STEEL & CABLE GUARDRAIL WITH WOOD CAP PER IRC R312, TYP. 51 2"12'51 2"4'-1"51 2"1'-61 2"7'-51 2"1'-61 2" W6 6"7'-6"1'8"4'-10"6"8"12'-41 2"8"4'-71 2"8"10'2'-9"6'-1" 8" 12'1'-6"8"12'4'-10"8"6'WOOD SLAT SCREEN WALL FENCING 8'-0" HIGH LINE OF ROOF ABOVE, TYP. 8"15'-4"8" 8"10'-101 2"8"4'-71 2"2'-2"4'8'8"7'-10"7'-6"5'-4"8"13'-4"2'-8" 3'-4"1'-8"7'-6"8" WOOD DECKING BUILT-IN PREP COUNTER w/ STORAGE WOOD BURNING FIREPLACE INSERT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. DIRECT VENT THROUGH CHIMNEY STONE HEARTH 11'-10"4'-81 2"6'-51 2"4'4'2'-2"5'-8"2'-712"3'-212"2'-512"3'-6"4'-612"51 2"16'-1"4'2'-51 2"5'-8"2'-6" 1'-21 2" 6" 6'-5"3'-6"7'HANDRAILS, MIN. 34" ABOVE NOSING, TYP. PER IRC R311.7.8.5 6'7'2'-11"6'-111 2"4'5'-11 2"7'-6" 12'-61 2"4'-512"W2B3'3'-4"712"26 x 80 13'-6"412"412"8"4'18'-4"STONE HEARTH 10' 2'1'2 A3.1 2 A3.1 1 A3.0 1 A3.3 1 A3.2 1 A4.2 1 A4.2 2 A4.0 2 A4.0 1 A4.0 1 A4.0 1 A4.1 1 A4.1 2 A4.1 2 A4.1 SLOPE DN@ 2%±T.O. DECKING 87.0' T.O. DECKING 87.0' UPPER LEVEL PLAN A2.2 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET SQUARE FOOTAGE CALCULATIONS UPPER LEVEL GROSS = 2,297 ft 2 LOWER LEVEL GROSS = 1,494 ft 2 COMBINED TOTAL GROSS = 3,791 ft 2 OUTDOOR SPACES PRIMARY DECK = 261 ft 2 COVERED TERRACE = 593 ft 2 LOWER PATIO = 144 ft 2 2 A3.1 2 A3.1 1 A3.0 1 A3.3 1 A3.2 1 ROOF PLAN 1/4" = 1'-0" NN PLAN DOWNSPOUT, TYP. GUTTER, TYP. LINE OF STRUCTURE BELOW SHOWN DASHED, TYP.SLOPE DN0.50:12STANDING SEAM METAL ROOF SLOPE DN0.50:12CANOPY 14' CHIMNEY SHROUD, TYP. ROOF CRICKET, TYP.6'-6"3'2'-6"3'2'-6"6'2'-6"6'2'-6"4'2'-6"4'2'-6"3'2'-6"3'6" 12'8"6'-1"2'-9"10'8"4'-71 2"8"12'-41 2"8"1'-6"8"12'7'-612"512"8"4'-10"W129W128W127 W126 W124 W122 W120 3'-4"7'-6"2'-8"7'-6"W118DS DS DS DS 12'51 2"51 2"4'-1"51 2"512"4'-6"10'-01 2"6'-111 2" W115 W113 W112W108 EXHAUST HOOD W105 10'18'-61 2" NOTE: CLUSTER AND MINIMIZE ALL PLUMBING VENTS WHERE POSSIBLE. REVIEW PLUMBING VENT LAYOUT WITH ARCHITECT BEFORE INSTALLATION. DRYER VENT DS 1 A4.2 1 A4.2 2 A4.0 2 A4.0 1 A4.0 1 A4.0 1 A4.1 1 A4.1 2 A4.1 2 A4.1 ROOF PLAN A2.3 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET SQUARE FOOTAGE CALCULATIONS UPPER LEVEL GROSS = 2,297 ft 2 LOWER LEVEL GROSS = 1,494 ft 2 COMBINED TOTAL GROSS = 3,791 ft 2 OUTDOOR SPACES PRIMARY DECK = 261 ft 2 COVERED TERRACE = 593 ft 2 LOWER PATIO = 144 ft 2 W006 S.G.S.G.S.G.ED103 W127 W005 W004 W002 ED001 W125 W126 W124 W122 W120 W003 W114 S.G.ED102 S.G.S.G.S.G. T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"S.G. S.G. S.G. S.G. S.G.W123 W121 W119 W116 W115 W113 T.O. ROOF 98.46'11'-512"AF-7.6 AF-7.6 AF-7.4AF-7.5 AF-7.6 AF-7.4 AF-7.6 AF-5.1 AF-7.9 AF-8.0 AF-3.0 AF-7.1 AF-7.4 AF-5.1 AF-7.9 AF-5.1 AF-5.1 AF-3.0 AF-7.8 GUARDRAIL SHOWN DASHED, TYP. AF-5.1 AF-7.6 AF-5.2 AF-7.7 AF-5.2 AF-7.4 AF-7.3 AF-7.1 AF-7.4 AF-7.4 AF-8.0 AF-7.5 AF-7.4 AF-7.5 AF-7.3 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A3.0WEST ELEVATION SCALE: 1/4"=1'-0" 1 KEY: AF-3.0 - CONCRETE AF-5.1 - PRIMED/PAINTED STEEL STRUCTURE METAL SIDING AF-5.2 - STEEL & CABLE GUARDRAIL AF-7.1 - STANDING SEAM METAL ROOF AF-7.2 - SQUARE METAL GUTTER & DOWNSPOUT AF-7.3 - CONTINUOUS METAL FLASHING AF-7.4 - PAINTED TRIM AF-7.5 - WOOD SOFFIT AF-7.6 - CEMENT PANEL PAINTED TO MATCH TRIM AF-7.7 - WOOD SLAT SCREEN WALLS AF-8.0 - FIBERGLASS WINDOW / DOOR AF-7.8 - CORRUGATED METAL SIDING AF-7.9 - STUCCO SYSTEM CONCRETE PRIME/PAINTED STEEL STRUCTURE PAINTED TRIM / CEMENT PANEL STUCCO ED002 W129 T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"T.O. ROOF 100.66'13'-8"3'3'AF-7.5 AF-7.4 AF-8.0 AF-5.2 AF-5.1 AF-7.9 AF-7.1 AF-7.4AF-7.4AF-7.2 AF-7.7AF-8.0AF-7.1 AF-7.7 AF-7.7 AF-7.8 AF-7.2 AF-7.6AF-7.6 AF-5.2 AF-5.1 AF-7.4 AF-3.0 ED002 S.G.S.G.S.G.ED104 W129 W128 W007 T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"TERRACE COVERED 217 WAY WALK 112 3'3'AF-7.5 AF-7.4 AF-5.1 AF-7.9 AF-5.1AF-7.2 AF-7.6AF-8.0AF-7.1 AF-7.7 AF-7.7 AF-7.8 AF-7.2 AF-5.2 AF-5.1 AF-7.4 AF-7.6 AF-3.0AF-8.0 AF-5.2 AF-8.0 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A3.1NORTH ELEVATION 1 SCALE: 1/4"=1'-0" 1 NORTH CUTAWAY ELEV. 2 SCALE: 1/4"=1'-0" 2 KEY: AF-3.0 - CONCRETE AF-5.1 - PRIMED/PAINTED STEEL STRUCTURE METAL SIDING AF-5.2 - STEEL & CABLE GUARDRAIL AF-7.1 - STANDING SEAM METAL ROOF AF-7.2 - SQUARE METAL GUTTER & DOWNSPOUT AF-7.3 - CONTINUOUS METAL FLASHING AF-7.4 - PAINTED TRIM AF-7.5 - WOOD SOFFIT AF-7.6 - CEMENT PANEL PAINTED TO MATCH TRIM AF-7.7 - WOOD SLAT SCREEN WALLS AF-8.0 - FIBERGLASS WINDOW / DOOR AF-7.8 - CORRUGATED METAL SIDING AF-7.9 - STUCCO SYSTEM CONCRETE PRIME/PAINTED STEEL STRUCTURE PAINTED TRIM / CEMENT PANEL STUCCO W108 W105 W102W106W107 W101 W104 W103ED101 T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"S.G.S.G.S.G. S.G. S.G. S.G. S.G. S.G. AF-7.2AF-7.1 AF-7.4 AF-7.8AF-7.4 AF-7.4 AF-5.1 AF-7.9 AF-7.7 AF-7.3 AF-8.0 AF-7.7AF-7.2 AF-7.2AF-7.1 AF-7.4AF-8.0 AF-7.6AF-7.2 AF-7.2 AF-3.0AF-8.0 AF-7.6 AF-7.6 AF-7.7 AF-7.4 AF-3.0 AF-5.1 AF-7.9 AF-7.4 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A3.2EAST ELEVATION SCALE: 1/4"=1'-0" 1 KEY: AF-3.0 - CONCRETE AF-5.1 - PRIMED/PAINTED STEEL STRUCTURE METAL SIDING AF-5.2 - STEEL & CABLE GUARDRAIL AF-7.1 - STANDING SEAM METAL ROOF AF-7.2 - SQUARE METAL GUTTER & DOWNSPOUT AF-7.3 - CONTINUOUS METAL FLASHING AF-7.4 - PAINTED TRIM AF-7.5 - WOOD SOFFIT AF-7.6 - CEMENT PANEL PAINTED TO MATCH TRIM AF-7.7 - WOOD SLAT SCREEN WALLS AF-8.0 - FIBERGLASS WINDOW / DOOR AF-7.8 - CORRUGATED METAL SIDING AF-7.9 - STUCCO SYSTEM CONCRETE PRIME/PAINTED STEEL STRUCTURE PAINTED TRIM / CEMENT PANEL STUCCO CLOSET 204 OFFICE 209 STORAGE 111 CRAWLSPACE HALL 210 W117 W118 W001 T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"AF-7.2AF-7.1 AF-7.4 AF-5.1 AF-7.9 AF-7.3 AF-5.2 AF-7.5 AF-7.4 AF-8.0 AF-7.4 AF-7.6 AF-3.0 W111 W110 W112 W109 T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"S.G. S.G. S.G. S.G. S.G.3'AF-7.2AF-7.1 AF-7.4 AF-5.1 AF-7.9 AF-7.4 AF-5.2 AF-7.6 AF-3.0AF-8.0 AF-7.2 AF-7.5 AF-7.4 AF-7.4 AF-7.7 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A3.3SOUTH ELEVATION 1 SCALE: 1/4"=1'-0" 1 SOUTH CUTAWAY ELEV. 2 SCALE: 1/4"=1'-0" 2 KEY: AF-3.0 - CONCRETE AF-5.1 - PRIMED/PAINTED STEEL STRUCTURE METAL SIDING AF-5.2 - STEEL & CABLE GUARDRAIL AF-7.1 - STANDING SEAM METAL ROOF AF-7.2 - SQUARE METAL GUTTER & DOWNSPOUT AF-7.3 - CONTINUOUS METAL FLASHING AF-7.4 - PAINTED TRIM AF-7.5 - WOOD SOFFIT AF-7.6 - CEMENT PANEL PAINTED TO MATCH TRIM AF-7.7 - WOOD SLAT SCREEN WALLS AF-8.0 - FIBERGLASS WINDOW / DOOR AF-7.8 - CORRUGATED METAL SIDING AF-7.9 - STUCCO SYSTEM CONCRETE PRIME/PAINTED STEEL STRUCTURE PAINTED TRIM / CEMENT PANEL STUCCO PRIMARY BATH 205 PRIMARY SUITE 206 DECK PRIMARY 208 CRAWLSPACE T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"T.O. PLATE 96.0'9'3'7'7'6"2'4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL, TYP. W8 W8 F4 W2B F6 R1 R2 R2 4 A8.0 3 A8.0 3 A8.2 1 A8.1 NOTE: (R) ROOF, (W) WALL & (F) FLOOR ASSEMBLIES ARE FOUND ON A5 SHEETS, TYP. STEEL & CABLE GUARDRAIL W/ WOOD CAP, PER IRC R312, TYP. FOUNDATION AND STRUCTURE BEYOND SHOWN DASHED 35' MAX HEIGHT 111.66'1'-6"CLOSET 204 OFFICE 209 STORAGE 111 CRAWLSPACE T.O. SLAB 76.66'10'-4"T.O. SBFL 87.0' T.O. SBFL 87.0' T.O. PLATE 96.0'9'HALL 210 2'-6"5'-6"7'4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL, TYP. F4 R1 F1 R2 W8 W8 W5 W6 W6 W2B W2B F4 3 A8.0 REFER TO A8.3 FOR CHIMNEY SHROUD DETAILS, TYP. 1 A8.3 2 A8.1 SIM NOTE: ROOF SLOPE PER ROOF PLANS, TYP. T.O. CHIMNEY 107.0'11'SLOPE GRADE AWAY FROM HOUSE, TYP. 35' MAX HEIGHT 111.66' WINDOWS PER OPENING SCHEDULE, TYP.1'-6"3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET BUILDING SECTIONS A4.0CROSS SECTION SCALE: 1/4"=1'-0" 1 CROSS SECTION SCALE: 1/4"=1'-0" 2 DINING 212 PATIO ENTRY 200 ENTRY 201 GUEST BED 1 107 HALL 108 BAR BEYOND DECK BEYOND PATIO BEYOND T.O. SLAB 76.66'10'-4"T.O. SBFL 87.0' T.O. PLATE 98.0'11'3'3'8'8"3'2'-6"5'-6"F1 F3 R1 R2 R2 R3 4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL, TYP. W5 W9 F2 W2B 4 A8.0 3 A8.0 3 A8.1 SIM 2 A8.1 NOTE: (R) ROOF, (W) WALL & (F) FLOOR ASSEMBLIES ARE FOUND ON A5 SHEETS, TYP. SLOPE DOWN PER PLANS 35' MAX HEIGHT 111.66' COVERED TERRACE 217 T.O. SLAB 76.66'10'-4"T.O. DECKING 87.0' T.O. OPENING 98.33'11'-4"3'8'8"R2 F5 4 A8.0 3 A8.0 3 A8.2 SIM REFER TO A8.3 FOR CHIMNEY SHROUD DETAILS, TYP. 1 A8.3 NOTE: ROOF SLOPE PER ROOF PLANS, TYP. T.O. CHIMNEY 107.0'8'-8"STEEL & CABLE GUARDRAIL W/ WOOD CAP, PER IRC R312, TYP. 35' MAX HEIGHT 111.66' FOUNDATION AND STRUCTURE BEYOND SHOWN DASHED 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET BUILDING SECTIONS A4.1CROSS SECTION SCALE: 1/4"=1'-0" 1 CROSS SECTION SCALE: 1/4"=1'-0" 2 ENTRY 201 CLOSET 204 BATH 205 LAUNDRY 216 PWDR 202 STAIR 101 MECH/ STOR 203 CRAWLSPACE MECH 110 CLOSET 102 STORAGE/ MECH 103 6'-8"3'F1 F1 F4 F3 F3 W8 W9 W5 W5W2BW2W2BW2BW2BW5W2BW2B 6'SHOWER OUTDOOR 111 OPEN 7'-6"T.O. SLAB 76.66' T.O. SBFL 87.0'10'-4"R1R2 R1R2 R2 5 A8.0 NOTE: (R) ROOF, (W) WALL & (F) FLOOR ASSEMBLIES ARE FOUND ON A5 SHEETS, TYP. 5 A8.0 5 A8.0 OPP HAND 3 A8.1 2 A8.3 2 A8.3 REFER TO A8.3 FOR CHIMNEY SHROUD DETAILS, TYP.5'-2"5'-2"6'-5"3'-6" 4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL, TYP. SIM 1 A8.1 (7) 11" TREADS (8) R. @ 7.75"(8) R. @ 7.75"STAIR NOTES: 1) FLOATING WOOD STAIR TREADS OVER STEEL CENTER STRINGER. 2) OPEN TREAD RISERS TO HAVE <4" OPENING PER IRC R311.7.5 3) 36" HIGH GLASS & STEEL GUARDRAIL PER IRC R312. 4) TYPE (1) HANDRAILS, MINIMUM 34" ABOVE NOSING, TYPICAL. HANDRAILS PER IRC R311.7.8.5 5) STEEL STAIR STRINGER WILL BE A DEFERRED SUBMITTAL2'-10"5'-8" V.I.F.4' MINV.I.F.WOOD SLAT SCREEN WALL FENCING SLOPE GRADE AWAY FROM HOUSE, TYP.20'T.O. CHM 107.0' 35' MAX HEIGHT 111.66' SIM 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET BUILDING SECTIONS A4.2LONGITUDNAL SECTION SCALE: 1/4"=1'-0" 1 W9 EXTERIOR SIDE 2x4" STUDS DRAINAGE PLANE WATER RESISTIVE BARRIER CIP CONCRETE WALL PER STRUCTURAL 5/8" GWB 1" AIR GAP R-21 CLOSED CELL SPRAY FOAM INSULATION BITUMINOUS WATERPROOF BARRIER WALL ASSEMBLY (ABOVE GRADE): CONCRETE WALL - EXT. BOARD FORM CONCRETE FINISH w/ INT. 2x4 STUD FURRING & INSUL. EXTERIOR WALL ASSEMBLY - W9 3" = 1'-0" W4 WALL ASSEMBLY: 2x6 INT. DOUBLE STUD WALL AT DOOR POCKETS - DRYWALL 11 2"21 2"11 2" 2x6" STUD POCKET DOOR 5/8" GWB 2x6" LVL STUDS AT SIDES OF POCKET DOOR W3 WALL ASSEMBLY: 2x4 INT. WALL - DRYWALL W3B WALL ASSEMBLY: 2x4 INT. WALL - DRYWALL w/ SOUND INSULATION W2 WALL ASSEMBLY: 2x6 INT. WALL - DRYWALL W2B WALL ASSEMBLY: 2x6 INT. WALL - DRYWALL w/ SOUND INSULATION INTERIOR WALL ASSEMBLY - W1 3" = 1'-0" INTERIOR WALL ASSEMBLY - W2 3" = 1'-0" INTERIOR WALL ASSEMBLY - W3 3" = 1'-0" SOUND INSULATION 5/8" GWB 2x4" STUDS SOUND INSULATION 5/8" GWB 2x6" STUDS W1 WALL ASSEMBLY: 2x6 1-HOUR INT. WALL - DRYWALL 5/8" 'TYPE X' GWB R-21 BATT INSULATION 2x6" STUDS INTERIOR WALL ASSEMBLY - W4 3" = 1'-0" W5 WALL ASSEMBLY: 2x6 EXT. WALL - CEMENT BOARD PANEL w/ INSULATION 5/8" GWB 2x6" STUDS EXTERIOR SHEATHING W/ INTEGRATED WATER RESISTIVE MEMBRANE CEMENT BOARD PANEL EXTERIOR SIDE 2X PT FURRING STRIPS R-21 BATT INSULATION 1" CONTINUOUS EXTERIOR RIGID INSULATION PROJECT SPECIFICATIONS NTS PROJECT SPECIFICATIONS CONT. NTS EXTERIOR WALL ASSEMBLY - W8 3" = 1'-0" W8 EXTERIOR SIDE DRAINAGE PLANE BELOW GRADE WATERPROOFING CIP CONCRETE WALL PER STRUCTURAL W8 WALL ASSEMBLY (BELOW GRADE): CONCRETE RETAINING WALL EXPOSED WALL ASSEMBLY (ABOVE GRADE): CONCRETE WALL - EXT. BOARD FORM CONCRETE FINISH NOT USED 3" = 1'-0" EXTERIOR WALL ASSEMBLY - W6 3" = 1'-0" EXTERIOR WALL ASSEMBLY - W7 3" = 1'-0" W6 WALL ASSEMBLY: 2x6 EXT. WALL - CEMENT BOARD PANEL w/ INSULATION 2x6" STUDS VERTICAL CORRUGATED METAL SIDING SYSTEM EXTERIOR SIDE R-21 BATT INSULATION W9 WALL ASSEMBLY (BELOW GRADE): CONCRETE RETAINING WALL - INT. 2x4 STUD FURRING & INSUL. EXPOSED CONCRETE FINISH 5/8" GWB EXTERIOR SHEATHING W/ INTEGRATED WATER RESISTIVE MEMBRANE 1" CONTINUOUS EXTERIOR RIGID INSULATION EXTERIOR WALL ASSEMBLY - W5 3" = 1'-0" W7 WALL ASSEMBLY: 2x6 EXT. WALL - STUCCO w/ INSULATION EXTERIOR SIDE DRAINAGE PLANE STUCCO SYSTEM, PER SPECIFICATIONS WATER RESISTIVE BARRIER EXTERIOR SHEATHING 2x6" STUDS 5/8" GWB STUCCO SYSTEM SPECIFICATION: 1)INSTALL STUCCO PER IRC SECTION R703.7 2)PROVIDE HOME SLICKER STUCCO DRAINAGE MAT OVER THE VAPOR BARRIER 3)PROVIDE CORROSION RESISTANT METAL LATHE 4)PROVIDE MIN 1/2" CEMENTIITOUS SCRATCH COAT 5)PROVIDE MIN 3 8" CEMENTITIOUIS BROWN COAT 6)PROVIDE MIN 1 8" ACRYLIC DRYVIT FINISH COAT 7)PROVIDE NO. 26 GAGE PLASTIC WEEP SCREED W/ MIN VERTICAL ATTACHMENT FLANGE OF 3-1 2". PLACE A MINIMUM OF 4" ABOVE GRADE. THE SCREED SHALL ALLOW DRAINAGE TO THE EXTERIOR. THE WEATHER RESISTIVE BARRIER AND LATHE SHALL COVER AND TERMINATE AT THE ATTACHMENT FLANGE OF THE WEEP SCREED. WATER RESISTIVE BARRIER SPECIFICATION 1) ZIP SYSTEM R-SHEATHING; 1INCH (R-3) BELOW GRADE WATERPROOFING SPECIFICATION 1) PROVIDE AND INSTALL CETCO VOLTEX DS TO BELOW GRADE WALLS FOLLOWED BY A COURSE OF DRAINAGE COMPOSITE AQUADRAIN SHEET DRAINAGE SINGLE MEMBRANE ROOFING SPECIFICATION 1) “VERSICO” VERSIWELD TPO, 80 MIL, FULLY ADHERED ROOFING STANDING SEAM METAL ROOFING SPECIFICATION 1) NU-RAY METALS METAL ROOF – SERIES NRM-2000, 16” WIDE, FLAT PAN, 24 GAUGE, FLAT PANEL, VINTAGE SPRAY FOAM INSULATION WITH NO VENTILATION SPECIFICATION 1) PRODUCT: SPRAY-APPLIED POLYURETHANE FOAM INSULATION 2) ICC-ES EVALUATION REPORT # ESR-3210 3) INSULATION MUST BE APPLIED BY CERTIFIED INSTALLERS. A COPY OF THE INSTALLERS CERTIFICATION MUST BE ON SITE FOR FIELD INSPECTOR VERIFICATION. INSULATION INSTALLATION REQUIREMENTS 1) THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE 2) NO INTERIOR VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY 3) ANY AIR-IMPERMEABLE INSULATION SHALL BE A VAPOR RETARDER COATING, OR SHALL HAVE A VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION 4) AIR IMPERABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT TO THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING WALL ASSEMBLIES A5.0 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET F3 FLOOR ASSEMBLY: JOISTS o/ HEATED SPACE DIM JOIST PER STRUCTURAL ACOUSTIC BATT INSULATION FINISH FLOOR PER SCHEDULE SUBFLOOR PER STRUCTURAL CEILING PER FINISH SCHEDULE SOFFIT PER FINISH SCHEDULE JOIST PER STRUCTURAL, ASSUME CONTINUOUS VENTILATION FOR ALL JOIST BAYS R2 ROOF ASSEMBLY: STANDING SEAM METAL ROOF - VENTILATED w/o INSULATION F4 FLOOR ASSEMBLY: JOISTS o/ UNHEATED SPACE DIM JOIST PER STRUCTURAL FINISH FLOOR PER SCHEDULE SUBFLOOR PER STRUCTURAL CEILING PER FINISH SCHEDULE R-30 BATT INSULATION STANDING SEAM METAL ROOF w/ CONCEALED FASTENERS WATER RESISTANT MEMBRANE BATT INSULATION (R-20 MIN.) SPRAY FOAM INSULATION (2" MIN. , R-12 MIN.) CEILING FINISH PER SCHEDULE JOIST PER STRUCTURAL R1 ROOF ASSEMBLY: STANDING SEAM METAL ROOF - INSULATED w/o VENTILATION STANDING SEAM METAL ROOF w/ CONCEALED FASTENERS WATER RESISTANT MEMBRANE R3 ROOF ASSEMBLY: SINGLE MEMBRANE w/o INSULATION FULLY ADHERED TPO MEMBRANE ROOFING, DIRECT APPLICATION CEILING FINISH PER SCHEDULE JOIST PER STRUCTURAL ROOF SHEATHING PER STRUCTURAL F2 FLOOR ASSEMBLY: CIP FINISH SLAB ON GRADE w/o INSULATION SECT. DIM REBAR PER STRUCTURAL WASHED PEA GRAVEL PER GEOTECHNICAL REPORT CIP CONCRETE FINISH SLAB PER STRUCTURAL 10 MIL CONT. VAPOR BARRIER UNDISTURBED GRADE F1 SECT. DIM REBAR PER STRUCTURAL WASHED PEA GRAVEL PER GEOTECHNICAL REPORT CIP CONCRETE FINISH SLAB PER STRUCTURAL UNDISTURBED GRADE INTERIOR FLOOR FINISH PER SCHEDULE 4"MIN.4"MIN.FLOOR ASSEMBLY: CIP FINISH SLAB ON GRADE w/ INSULATION EXPOSED FINISH FLOOR ASSEMBLY - F2 3" = 1'-0" FLOOR ASSEMBLY - F3 3" = 1'-0" FLOOR ASSEMBLY - F4 3" = 1'-0" FLOOR ASSEMBLY - F1 3" = 1'-0" FLOOR ASSEMBLY - F5 3" = 1'-0" FLOOR ASSEMBLY - F6 3" = 1'-0" BELOW SLAB DRAINAGE SPECIFICATION 1)INSTALL BELOW SLAB DRAINAGE PER GEOTECHNICAL RECOMMENDATIONS F6 FLOOR ASSEMBLY: DECK - FREE DRAINING DIM PT JOIST PER STRUCTURAL WOOD PLANK DECK PER FINISH SCHEDULE w/ SS SCREWS PT LEDGER BEYOND, PER STRUCTURAL F5 FLOOR ASSEMBLY: DECK - RAIN CATCHMENT SYSTEM w/ SOFFIT DIM PT JOIST PER STRUCTURAL WOOD PLANK DECK PER FINISH SCHEDULE w/ SS SCREWS SOFFIT FINISH PER SCHEDULE ROOF ASSEMBLY - R3 3" = 1'-0" ROOF ASSEMBLY - R1 3" = 1'-0" ROOF ASSEMBLY - R2 3" = 1'-0" RAIN CATCHMENT SYSTEM BY TREX RAINESCAPE 10 MIL CONT. VAPOR BARRIER R10 CONTINUOUS RIGID INSULATION BELOW SLAB DRAINAGE SPECIFICATION 1)INSTALL BELOW SLAB DRAINAGE PER GEOTECHNICAL RECOMMENDATIONS NOT USED 3" = 1'-0" NOT USED 3" = 1'-0" NOT USED 3" = 1'-0" FLOOR & ROOF ASSEMBLIES A5.1 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET W006 S.G.S.G.S.G.ED103 W127 W005 W004 W002 ED001 W125 W126 W124 W122 W120 W003 W114 S.G.ED102 S.G.S.G.S.G. S.G. S.G. S.G. S.G. S.G.W123 W121 W119 W116 W115 W1133'8'6'-112"7'-6"4'-712"9'-1012"2'-6" 2' 4'-1"9'3'2'7'5'-512" 7'-51 2"2'3'-6"2'-6"5'2'3'-6"8'SOLID PANEL, FIBERGLASS EXTERIOR SWING DOOR8'3'6'2'4'2'-6" 7'-6"2'-6"2'-6"9'-1012" 2'-6"7'2'-6"2'-71 2"2'-71 2"2'-712"2'-71 2"2'2'-6"7'-412"2'-6"5'-6"2'-6"5'-6"2'-6"5'-6"2'-6"12'5'-3"5'-3"12'-412" 12' (4) EQUAL PANELS 12' (3) EQUAL PANELS 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A6.0WEST ELEVATION SCALE: 1/4"=1'-0" 1 WINDOW & DOOR NOTES: 1. ALL WINDOWS & SLIDING DOORS WILL BE MARVIN DOUBLE GLAZED FIBERGLASS SYSTEM 2. WINDOWS U-VALUE: MAX 0.25 LowE II, ARGON 3. SLIDING & GLASS SWING DOORS U-VALUE: MAX 0.25 LowE II, ARGON 4. ALL WINDOWS AND SLIDING DOORS ARE ROUGH OPENING SIZES 5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING WINDOWS & DOORS 6. CONTRACTOR TO CONFIRM ALL SAFETY GLAZING COMPLIES WITH 2021 IRC R.308 7. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. SEE OPENING ELEVATIONS 8. CAULK AND SEAL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS WINDOW KEY: S.G. - SAFETY GLASS; TEMPERED - OBSCURE GLASS; FROSTED ED002 S.G.S.G.S.G.ED104 W129 W128 W007 TERRACE COVERED 217 WAY WALK 112 3'2'-6"5'-6"4'4'4' 12' 7'-61 2"2'-614"8'2'-10"8'3'-612"4'8' 12' (3) EQUAL PANELS3'-012"SOLID PANEL, FIBERGLASS EXTERIOR SWING DOOR8'3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A6.1NORTH ELEVATION SCALE: 1/4"=1'-0" 1 WINDOW & DOOR NOTES: 1. ALL WINDOWS & SLIDING DOORS WILL BE MARVIN DOUBLE GLAZED FIBERGLASS SYSTEM 2. WINDOWS U-VALUE: MAX 0.25 LowE II, ARGON 3. SLIDING & GLASS SWING DOORS U-VALUE: MAX 0.25 LowE II, ARGON 4. ALL WINDOWS AND SLIDING DOORS ARE ROUGH OPENING SIZES 5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING WINDOWS & DOORS 6. CONTRACTOR TO CONFIRM ALL SAFETY GLAZING COMPLIES WITH 2021 IRC R.308 7. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. SEE OPENING ELEVATIONS 8. CAULK AND SEAL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS WINDOW KEY: S.G. - SAFETY GLASS; TEMPERED - OBSCURE GLASS; FROSTED W108 W105 W102W106W107 W101 W104 W103ED101 S.G.S.G.S.G. S.G. S.G. S.G. S.G. S.G.1'-6"7'10'-012"2'-6"6'2'2'2'-6"6'2'2'2'-6"6'2'2'2'-6"4'-6"3'-6"2' 2'-9"4'2'-9"8'1'1'-6"10' CUSTOM WOOD ENTRY DOOR 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A6.2EAST ELEVATION SCALE: 1/4"=1'-0" 1 WINDOW & DOOR NOTES: 1. ALL WINDOWS & SLIDING DOORS WILL BE MARVIN DOUBLE GLAZED FIBERGLASS SYSTEM 2. WINDOWS U-VALUE: MAX 0.25 LowE II, ARGON 3. SLIDING & GLASS SWING DOORS U-VALUE: MAX 0.25 LowE II, ARGON 4. ALL WINDOWS AND SLIDING DOORS ARE ROUGH OPENING SIZES 5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING WINDOWS & DOORS 6. CONTRACTOR TO CONFIRM ALL SAFETY GLAZING COMPLIES WITH 2021 IRC R.308 7. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. SEE OPENING ELEVATIONS 8. CAULK AND SEAL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS WINDOW KEY: S.G. - SAFETY GLASS; TEMPERED - OBSCURE GLASS; FROSTED CLOSET 204 OFFICE 209 STORAGE 111 CRAWLSPACE HALL 210 W117 W118 W001 4'-10" 2'2'-10"2'6'2'-1014"3'-012"2'2'-10" 4'-10"5'-6"2'-6"W111 W110 W112 W109 S.G. S.G. S.G. S.G. S.G.2'5'1'-1034"7'4'-6"2'-1"2'5'2'-012"7'4'-6"1'-1014"1'-712"3'4'2'1'-612"3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET EXTERIOR ELEVATIONS A6.3SOUTH ELEVATION 1 SCALE: 1/4"=1'-0" 1 SOUTH CUTAWAY ELEV. 2 SCALE: 1/4"=1'-0" 2 WINDOW & DOOR NOTES: 1. ALL WINDOWS & SLIDING DOORS WILL BE MARVIN DOUBLE GLAZED FIBERGLASS SYSTEM 2. WINDOWS U-VALUE: MAX 0.25 LowE II, ARGON 3. SLIDING & GLASS SWING DOORS U-VALUE: MAX 0.25 LowE II, ARGON 4. ALL WINDOWS AND SLIDING DOORS ARE ROUGH OPENING SIZES 5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING WINDOWS & DOORS 6. CONTRACTOR TO CONFIRM ALL SAFETY GLAZING COMPLIES WITH 2021 IRC R.308 7. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. SEE OPENING ELEVATIONS 8. CAULK AND SEAL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS WINDOW KEY: S.G. - SAFETY GLASS; TEMPERED - OBSCURE GLASS; FROSTED WRITTEN DIMENSIONS: 1. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATIONS SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 2. MATERIAL SELECTIONS & FINISHES DENOTED DEPICT DESIGN INTENT. CONTRACTOR TO VERIFY ALL SELECTIONS AND FINISHES W/ OWNER PRIOR TO ORDERING / INSTALLING THE SAME. TYPICAL. BIDDER DESIGN NOTES: 1. ALL WATERPROOFING IS SHOWN FOR DESIGN INTENT ONLY. ALL WATERPROOFING PRODUCTS AND INSTALLATION METHODS ARE BIDDER DESIGNED. 3. CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS, TYPICAL.3"1"8"6"6" SELF ADHERING WATERPROOF MEMBRANE, LAP OVER PAN METAL SILL PAN W/ SOLDERED SEAMS, SET IN DOUBLE LINE OF SEALANT, VERIFY W/ DOOR MFR FOR REQ'D DEPTH FINISHED FLOORING, VERIFY THICKNESS FLOOR SHEATHING SELF-ADHERING WATERPROOF MEMBRANE, LAP UNDER PAN VIF ALL DIMENSIONS 1 TYPICAL DOOR FLASHING DETAIL 3" = 1'-0" 4 SHED EAVE - AT HIGH POINT 3" = 1'-0"3 SHED EAVE - AT LOW POINT 3" = 1'-0"5 SHED EAVE - AT RAKE 3" = 1'-0"5"5" SHEET METAL GUTTER BLOCKING 6"6"34"FRAMING PER STRUCTURAL, TYP. COMPOSITE FASCIA, PAINTED SMOOTH SIDE OUT, TYP. NOTE: BOTTOM EDGES OF SHEET METAL TRIM TO ALIGN WITH GUTTER ROOFING UNDERLAYMENT STANDING SEAM METAL ROOFING CONTINUOUS SOFFIT VENT WOOD PLANK SOFFIT; FURRING STRIPS AS REQUIRED HOOKING EAVE FLASHING CLOSURE STRIP 34"NOTE: BOTTOM EDGES OF SHEET METAL TRIM TO ALIGN WITH GUTTER SHEET METAL FLASHING (2) 2x BLOCKING FRAMING PER STRUCTURAL, TYP. COMPOSITE FASCIA, PAINTED SMOOTH SIDE OUT, TYP. ROOFING UNDERLAYMENT STANDING SEAM METAL ROOFING CONTINUOUS SOFFIT VENT WOOD PLANK SOFFIT; FURRING STRIPS AS REQUIRED 34"6"34"NOTE: BOTTOM EDGES OF SHEET METAL TRIM TO ALIGN WITH GUTTER WOOD PLANK SOFFIT; FURRING STRIPS AS REQUIRED 6" FRAMING PER STRUCTURAL, TYP. COMPOSITE FASCIA, PAINTED SHEET METAL FLASHING ROOFING UNDERLAYMENT STANDING SEAM METAL ROOFING (2) 2x BLOCKING 34"SMOOTH SIDE OUT, TYP. STEP 6 INSTALL BLDG PAPER STEP 5 INSTALL HEAD WATERPROOF MEMBRANE & BLDG PAPER STEP 4 INSTALL WINDOW & HEAD FLASHING STEP 3 HEAD & JAMB SEALANT STEP 2 SILL & JAMB WATERPROOF MEMBRANE STEP 1 SILL FLASHING PAPER NO STAPLES 5 " 3" INSTALL UPPER COURSES OF BLDG PAPER OVERLAPPING LOWER COURSES (PER MANUF. RECOMMENDATIONS) 5" INSTALL LOWER COURSE OF BLDG PAPER BEHIND WINDOW FLASHING PAPER 12" 16" JAMB MEMBRANE TO LAP MIN. 3" OVER SILL MEMBRANE SELF ADHERING WATERPROOF MEMBRANE, TYP. REINFORCE @ CORNERS w/ 2ND LAYER BENEATH CORROSION RESISTANT STAPLES ALONG TOP EDGE OF SILL FLASHING LEAVE UNATTACHED @ BOTTOM CONTINUOUS SEALANT ALONG HEAD & JAMBS ONLY WINDOW w/ NAILING FLANGE METAL HEAD FLASHING - EXTEND 3" TO EACH SIDE OF WINDOW FRAME - INSTALL OVER HEAD NAILING FLANGE DO NOT FASTEN AT TOP NAILING FLANGE UNLESS ALLOWED BY WINDOW MANUFACTURER PROVIDE METAL SILL FLASHING @ WINDOWS w/o NAILING FLANGES 3" SELF ADHERING WATERPROOF MEMBRANE o/ METAL HEAD FLASHING - EXTEND 3" PAST FLASHING 5" 3" 2 TYPICAL WINDOW FLASHING DETAILS 1/2" = 1'-0" 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET TYPICAL DETAILS A8.0 2 FOUNDATION DETAIL 1-1/2" = 1'-0"3 FOUNDATION DETAIL 1-1/2" = 1'-0" NOTE: REFER SHEET A5.0 FOR ASSEMBLY DETAILS F1 F1 W9 DRAINAGE COURSE PER GEOTECH'S RECOMMENDATIONS FILTER FABRIC, WRAP DRAINAGE LAYER AROUND FOOTING DRAIN CONTINUOUS WATERPROOFING MEMBRANE AT BELOW GRADE FACES OF CONCRETE, TYP. 4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL FREE DRAINING GRANULAR BACKFILL PAINTED, GWB OVER SPRAY FOAM INSULATION DRAINAGE MAT T.O. SLAB 76'-8"6"MIN.T.O. SLAB 76'-8" CONTINUOUS R-10 UNDER SLAB RIGID INSULATION VAPOR BARRIER CONCRETE SLAB PER STRUCTURAL FOUNDATION SIZE & REINFORCEMENT PER STRUCTURAL DRAWINGS 4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL WATER STOP CIP CONCRETE WALL PER STRUCTURAL W5 W8 PANEL SIDING, REFER TO ELEVATIONS SLOPE GRADE AWAY FROM HOUSE 3% MINIMUM, TYP. WINDOW AS SCHEDULED INSULATION PER ASSEMBLY MEETING 2021 WSEC CODE CONTINUOUS WATERPROOFING MEMBRANE AT BELOW GRADE FACES OF CONCRETE, TYP. FILTER FABRIC, WRAP DRAINAGE LAYER AROUND FOOTING DRAIN WOOD BASE TRIM PER INTERIOR SPECIFICATIONS WOOD SILL, PAINTED FREE DRAINING GRANULAR BACKFILL 1/2" XPS. 15 PSI MIN. COMPRESSIVE CAPACITY 1/2" XPS. 15 PSI MIN. COMPRESSIVE CAPACITY 1 FOUNDATION DETAIL 1-1/2" = 1'-0"CRAWL SPACE T.O. SBLFLR 87'-0" W5 6"MIN.W8 SIM F4 4" Ø FOUNDATION DRAIN, TIGHTLINE TO STORM DRAIN SYSTEM PER CIVIL FOUNDATION SIZE & REINFORCEMENT PER STRUCTURAL DRAWINGS WOOD BASE TRIM PER INTERIOR SPECIFICATIONS WOOD SILL, PAINTED PANEL SIDING, REFER TO ELEVATIONS WINDOW AS SCHEDULED INSULATION PER ASSEMBLY MEETING 2021 WSEC CODE SLOPE GRADE AWAY FROM HOUSE 3% MINIMUM, TYP. CONTINUOUS WATERPROOFING MEMBRANE AT BELOW GRADE FACES OF CONCRETE, TYP. FILTER FABRIC, WRAP DRAINAGE LAYER AROUND FOOTING DRAIN FREE DRAINING GRANULAR BACKFILL DRAINAGE MAT FINISH FLOOR PER SPECIFICATIONS 3" RIGID INSULATION (R-15 MINIMUM) VAPOR BARRIER CRAWL SPACE 4'-0" MIN.CIP CONCRETE WALL PER STRUCTURAL WATER STOP DRAINAGE COURSE PER GEOTECH'S RECOMMENDATIONS 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET TYPICAL DETAILS A8.1 CONTINUOUS FLAT BAR FOR TOP CAP MOUNTING 1/4" STEEL BOLT TAB, COUNTERSINK ATTACHMENTS STEEL VERTICAL SUPPORT WELDED TO BASE PLATE, LAG BOLTED INTO BEAM. REFER TO STRUCTURAL DRAWINGS 2-1/2" x 1/2" PAINTED STEEL FLAT BAR VERTICAL SUPPORT, 3'-0" O.C. 3/16" STAINLESS STEEL CABLE - PRECISION CABLE "TOP HAT" SYSTEM GUARD OPENINGS MUST NOT ALLOW THE PASSAGE OF A 4" SPHERE, TYP. COMPOSITE FASCIA BOARD, PAINTED NOTE: GUARDRAILS WITH WOOD TOP CAP, PER IRC R312 CONTRACTOR SHALL VERIFY TO INSPECTOR ALL GUARDS & HANDRAILS ARE CAPABLE OF RESISTING 200 LB LOAD ON THE TOP RAILING ACTING IN ANY DIRECTION AS REQUIRED BY IRC TABLE R301.5 2 GUARDRAIL AT DECK 3" = 1'-0" 6"3'-10"10"1 GUARDRAIL AT DECK 3" = 1'-0"3"3"BASE PLATE BEYOND F6 T.O. SUBFLOOR 48'-6" ELEVATION VIEW 5"3'-0"112"3716"3716"3716"3716"3716"3716"3716"3716"3716"3716"21 2"10"1 4" 5/4" WOOD DECKING,TYP. P.T. DECK JOIST BEAM PER STRUCTURAL112"NOTE: STANCHION SPACING PER ELEVATIONS, TYP. 2x4 KEBONY TOP CAP 112"SECTION VIEW 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET TYPICAL DETAILS A8.2 6"6"6"6" OPENOPEN LONG SIDE NARROW SIDE 2 CHIMNEY SHROUD - SHORT ELEV. 1 1/2" = 1'-0"3 CHIMNEY SHROUD - SECTION DETAIL 1 1/2" = 1'-0"1 CHIMNEY SHROUD - LONG ELEV. 1 1/2" = 1'-0"2'-0" V.I.F.14 GAUGE METAL SHROUD TO MATCH ROOFING COLOR, COORDINATE W/ ARCHITECT DIMS PER PLANS METAL FLASHING COVER PAN METAL FLASHING w/ CLEAT #8 x 1-1/2" ZINC PLATED K-LATH WAFER HEAD PHILLIPS METAL SCREW, PAINT TO MATCH SHROUD DRIP EDGE AT TERMINATION FINISH PER ELEVATIONS 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.728.0480 WWW.McCLELLAN-TELLONE.COM © 2024 MCCLELLAN | TELLONE PROJECT: RATHVON RESIDENCE 660 TWANA WAY QUILCENE, WA 98376 CLIENT: RICH & RENEE RATHVON JUNE 24, 2024 DATE: SHEET TITLE: SHEET: McCLELLAN TELLONE REV PHASE / ISSUE DATE 06/25/24PERMIT SET TYPICAL DETAILS A8.3 GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA ABBREVIATIONS Ø AB ADDL ALT APPROX ARCH BLKG BM BOT C CLR CONT DF DP DS DWGS (E) EA EMBED EQ EQUIV EW EXP EXT FRMG FT FTG GA GALV GL L DIAMETER ANCHOR BOLT ADDITIONAL ALTERNATE APPROXIMATE ARCHITECT, BLOCKING BEAM BOTTOM CENTERLINE CLEARANCE CONTINUOUS DOUGLAS FIR DEEP, DEPTH DRAG STRUT DRAWINGS EXISTING EACH EMBEDMENT EQUAL EQUIVALENT EACH WAY EXPANSION EXTERIOR FRAMING FEET FOOTING GAUGE GALVANIZED GLUE LAMINATED ARCHITECTURAL TIMBER GR GT HD HDR HF HGR HORIZ IBC IRC L LBS LONG LSL LVL MAX MB MFR MIN MISC oc OPP OSB PLY PREFAB PSF GRADE GIRDER TRUSS HOLDOWN HEADER HEM FIR HANGER HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL RESIDENTIAL CODE LENGTH POUNDS LONGITUDINAL LAMINATED STRUCTURAL LUMBER LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLT MANUFACTURER MINIMUM MISCELLANEOUS ON CENTER OPPOSITE ORIENTED STRAND BOARD PLYWOOD PREFABRICATED POUNDS PER SQUARE FOOT HM HIP MASTER PSI PSL PT REQD SOG STD T&G THRD TPL TRANSV UNO VERT W w/ w/o WTS POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED LUMBER REQUIRED SLAB ON GRADE SQUARE STANDARD SHEARWALL TONGUE AND GROOVE THREADED TRIPLE TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WIDE OR WIDTH WITH WITHOUT WELDED HEADED STUD WELDED THREADED STUD WELDED WIRE MESH REINF REINFORCING SQ SW TYP WHS WWM BOE BOTTOM OF EXCAVATION DBL DOUBLE HT HEIGHT JST K KP JOIST KIPS (1000 LBS) KING POST PLF POUNDS PER LINEAR FOOT NTS NOT TO SCALE NO NUMBER INT INTERIOR DN DOWN FDN FOUNDATION GWB GYPSUM WALLBOARD ±PLUS OR MINUSCONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3000 PSI. SLUMP OF CONCRETE SHALL NOT EXCEED 6". STRUCTURAL DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 PSI, THEREFORE NO CONCRETE STRENGTH TESTING REQUIRED. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-19, TABLE 19.3.3.1. 11. CONCRETE EXPOSURE CATEGORIES ARE F1, S0, W0, AND C1. BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. MANUFACTURERS 9. INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION FOR THE INSPECTORS USE AND REFERENCE. GEOTECHNICAL CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60 KSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40 KSI. WELDED WIRE WIRE FABRIC SHALL CONFORM TO ASTM A1064. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60 KSI. 12. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-19. LAP ALL CONTINUOUS REINFORCEMENT #6 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-19, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 13. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) COLUMN TIES OR SPIRALS AND BEAM STIRRUPS SLABS AND WALLS (INT FACE) 14. 3" 2" 1-1/2" 1-1/2" GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG-BOLT 2" ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT CONFORMANCE TO ICC-ES REPORT ESR-3037 AND IAPMO-UES REPORT ER-240, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. 17. DRIVE PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (PDPWL- 300MG, 0.145" DIAMETER, UNO) AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC- ES REPORT ESR-2138. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1", UNO. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 18. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI, UNO. ALL CANTILEVER GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI, UNO. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3, L2D GRADE, Fc = 2300 PSI, Fb = 2000 PSI, E = 1900 KSI. 20. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.0E) LVL (2.0E) LSL (1.55E) PSL COLUMN (1.8E) DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 21. Fb = 2900 PSI Fb = 2600 PSI Fb = 2325 PSI Fc = 2500 PSI E = 2000 KSI E = 2000 KSI E = 1550 KSI E = 1800 KSI Fv = 290 PSI Fv = 285 PSI Fv = 310 PSI Fv = 190 PSI LSL 1-1/4" RIM (1.3E)Fb = 1700 PSI E = 1300 KSI Fv = 425 PSI ANCHORAGE WOOD PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH 22. PLYWOOD WEB JOIST PROVIDED. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS-1 OR PS-2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. WALL SHEATHING SHALL BE 7/16" or 1/2" (NOMINAL) WITH SPAN RATING 24/0 FLOOR SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24 WATERPROOF DECK SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24 FLAT ROOF SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24 ROOF SHEATHING SHALL BE 1/2" or 7/16" (NOMINAL) WITH SPAN RATING 32/16 FOR ROOFS WITH A PITCH GREATER THAN 2:12 REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 23. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 24. PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPA STANDARDS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ-A TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B (UP TO A RETENTION LEVEL OF 0.21 PCF), SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVEL OF 0.41 PCF), CA-B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 25. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2024. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL DOUBLE-JOISTS BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIU" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT (2)MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 26. NOTCHES AND HOLES IN WOOD FRAMING: SAWN LUMBER JOISTS AND RAFTERS: NOTCHES AT THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH, BE LONGER THAN 1/3 THE JOIST DEPTH, OR BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. HOLES SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER SHALL NOT EXCEED 1/3 THE JOIST DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL BE LOCATED A MINIMUM OF 2" FROM ANY NOTCH. EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOT EXCEEDING 1/4 OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD WIDTH IS PERMITTED IN WOOD STUDS. HOLES SHALL NOT BE WITHIN 5/8" TO THE EDGE OF THE STUD. OR 2" AND SHALL NOT BE LOCATED AT THE SAME SECTION AS A NOTCH. CUTS, NOTCHES, AND HOLES IN MANUFACTURED LUMBER, PREFABRICATED PLYWOOD WEB JOISTS, AND PREFABRICATED TRUSSES ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS OR PERMITTED BY MANUFACTURER'S RECOMMENDATIONS. 29. A. B. C. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS: ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC, THE AITC "TIMBER CONSTRUCTION MANUAL", AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, SHALL CONFORM TO TABLE 2304.10.2. OF THE IBC, UNO. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16"oc, UNO. (2)STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. (2)2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, UNO. NAIL MULTI-MEMBER HEADERS WITH (2)ROWS 10d AT 12"oc. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE AND BOTTOM PLATE TO EACH STUD WITH (3)10d NAILS. FACE NAIL DOUBLE TOP PLATES WITH 10d AT 12"oc AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE (12)10d NAILS AT 4"oc EACH SIDE OF JOINT. AT TOP PLATE INTERSECTIONS PROVIDE (3)10d FACE NAILS. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH (2)ROWS OF 12d NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0"oc EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A MINIMUM OF (2)BOLTS PER PLATE SECTION WITH (1)BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4-1/2" FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH (2)ROWS OF 10d AT 16"oc. UNLESS NOTED OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH #6 x 1-1/4" TYPE S OR W SCREWS AT 12"oc. UNLESS NOTED OTHERWISE, 7/16" OR 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS AT 6"oc AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS AT 12"oc. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL TIMBER JOISTS TO SUPPORTS WITH (3)10d NAILS AND NAIL TJI JOISTS TO SUPPORTS WITH (2)10d NAILS. ATTACH JOISTS TO BEAMS WITH SIMPSON JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH (2)ROWS 10d AT 12"oc. TOENAIL RIM JOIST TO TOP PLATE WITH 10d AT 6"oc. TOENAIL BLOCKING BETWEEN JOISTS TO TOP PLATE WITH (3)10d NAILS. UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED, AND NAILED AT 6"oc WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"oc TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 10d AT 12"oc, UNO. 28. A. B. C. ELECTRICAL, MECHANICAL, PLUMBING, AND DRAINAGE SYSTEMS SHALL BE DESIGNED TO30. ACCOMMODATE THE DIFFERENTIAL SHRINKAGE OR MOVEMENT OF THE WOOD STRUCTURE (3/8” PER FLOOR). ALL 2x LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS BEAMS POSTS STUDS, PLATES AND MISC FRAMING 19. (2x AND 3x MEMBERS) (4x MEMBERS) (6x AND LARGER) (4x MEMBERS) (6x AND LARGER) HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2 HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR-LARCH NO 2 MINIMUM BASE VALUE, Fb = 900 PSI DOUGLAS FIR-LARCH NO 2 MINIMUM BASE VALUE, Fb = 875 PSI DOUGLAS FIR-LARCH NO 2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR-LARCH NO 2 MINIMUM BASE VALUE, Fc = 600 PSI DESIGN LOADING CRITERIA FLOOR LIVE LOAD (RESIDENTIAL) SNOW WIND Kzt=1.0, GCpi=0.18, 97 MPH (RISK CATEGORY II), EXPOSURE "B" EARTHQUAKE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SDC D, SITE CLASS D, Ie=1.0, Ss=1.369, S1=0.494, Sds=1.095, Sd1=NULL, Cs=0.168, R=6.5, SEISMIC DESIGN BASE SHEAR Vsx=28.4 KIPS 2. 40 PSF 25 PSF METHOD - DIRECTIONAL PROCEDURE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE FLOOR LIVE LOAD (RESIDENTIAL DECKS AND BALCONIES)60 PSF DEFLECTION OF CANTILEVERS SHALL BE CLOSELY MONITORED BY THE CONTRACTOR DURING 31. CONSTRUCTION. CONTRACTOR TO VERIFY AND ENSURE ALL POST CAPS AND POST BEARING CONDITIONS ARE INSTALLED IN STRICT CONFORMANCE TO THE STRUCTURAL PLANS. CANTILEVERS IN WOOD FRAMING CAN DEFLECT UP TO 1/8" PER FOOT (I.E. 4' CANTILEVER MAY DEFLECT 1/2"). IF DEFLECTION EXCEEDS 1/8" PER FOOT NOTIFY STRUCTURAL ENGINEER IMMEDIATELY. BEFORE FINISHES ARE INSTALLED, FLOORS AT OR ABOVE CANTILEVERS MAY REQUIRE LEVELING COMPOUND AND SOFFITS FURRED TO MAKE THEM LEVEL. HEAVY DUTY THREADED CONCRETE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE "TITEN HD SCREW ANCHOR" AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2713 AND ESR-1056, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD 16. CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. WOOD FASTENERS NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 8d 10d 12d 16d IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2018 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDE PLATES/MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN. SDS AND SDWS SCREWS CALLED OUT ON PLAN ARE TIMBER SCREWS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. LAG SCREWS ARE NOT AN EQUIVALENT SUBSTITUTION. 27. COMMON GUN GUN BOX TYPE LENGTH SHANK Ø A. B. C. 2-1/2" 3" 3-1/4" 3-1/2" 0.131" 0.131" 0.131" 0.135" HEAD Ø 0.281" 0.281" 0.281" 0.344" EPOXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-3G" EPOXY ADHESIVE AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-4057. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A36, UNO. 15.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION. 1. SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) TRAFFIC SURCHARGE SEISMIC SURCHARGE PASSIVE PRESSURE COEFFICIENT OF FRICTION SOILS REPORT REFERENCE: GEOLOGICAL HAZARD ASSESSMENT FOR PROPOSED SEPTIC SYSTEM AT 1500 PSF 45 PCF/35 PCF 70 PSF 7H 300 PCF 0.35 10. 660 TWANA WAY, JEFFERSON COUNTY PARCEL 701164005, QUILCENE, WA, 98376, PREPARED BY STRATUM GROUP, DATED FEBRUARY 15, 2022. STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. HP SHAPES SHALL CONFORM TO ASTM A572 GRADE 50, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE C, Fy = 50 KSI (SQUARE AND RECTANGULAR), Fy = 46 KSI (ROUND). CONNECTION BOLTS SHALL CONFORM TO 32. ASTM F3125 GRADE A325, UNO. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 33. ALL A325 CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. 34. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES(F) AND 40 FT-LBS AT 70 DEGREES(F), AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 35. S1.0 SCALE - NTS NOTES GENERAL STRUCTURALCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:44am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 FOUNDATION PLAN LOWER LEVEL WALLS SHOWN DASHED PLAN NOTES FOOTNOTES N 1 2 3 CENTER FOOTING ON SIMPSON WALL ABOVE PLAN NOTES LEGEND CONCRETE WALL BELOW CRAWLSPACE SLAB ON GRADE PER PLAN NOTE 2 FOOTING SCHEDULE MARK SIZE 2'-6" SQ x 12" DP 3'-0" SQ x 12" DP REINFORCING (4)#4 EW BOT (4)#4 EW BOT A B I #4 AT 18"oc EW TOP #5 AT 9"oc TRANSV BOT REFER TO SHEET S3.0 FOR TYPICAL FOUNDATION AND CONCRETE DETAILS. REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. 5. 6. SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH 6x6 W1.4 x W1.4 WWM CENTERED IN SLAB. PROVIDE RIGID INSULATION AT INTERIOR SPACES AND VAPOR BARRIER BELOW SLAB PER ARCHITECTURAL DRAWINGS OVER 4" MINIMUM FREE DRAINING GRAVEL 2. OVER FIRM NATIVE SOILS OR STRUCTURAL FILL PER SOILS ENGINEER. STHD HOLDOWNS ARE DIMENSIONED TO THE CENTERLINE OF STRAP. HDU HOLDOWNS ARE4. DIMENSIONED TO THE CENTERLINE OF ANCHOR BOLT. DIMENSIONS ARE BASED OFF OF DRAWINGS PROVIDED BY THE ARCHITECT AND SHOULD BE VERIFIED. STRUCTURAL WALL ABOVE PLUMBING PENETRATION ABOVE BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE, UNO.1.PROVIDE WSWH-AB1 HIGH-STRENGTH AND WSWH-HSR EXTENSION KIT AS REQUIRED TO ACHEIVE 18" MIN EMBEDMENT INTO FOOTING - ANCHOR BOLTS ARE TO BE PLACED USING POST ABOVE TO BEAR DIRECTLY ON FOUNDATION w/ (2)LAYERS OF BUILDING PAPER AND (2)A35 TO BOTTOM PLATE 4'-6" W x 6'-6" L x 24" DP (8)#5 LONG BOT A CBSQ7/S3.1 3/S3.1 WSWH-ABHSWSWH-ABHSWSWH-ABHSWSWH-ABHS1 TYP 3 I 2 2/S3.2 6/S3.1 B 3 B 3 4/S3.1 1 TYP I 2 B 12/S3.1 A 12/S3.1 HDU11HDU114/S3.1 4/S3.1 8/S3.1 8/S3.1 6/S3.0LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8 LSTHD8 LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8HDU2 HDU8 HDU8HDU8LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8 4/S3.2 7/S3.2 AND 6/S3.0 WSWH-ABHSWSWH-ABHSI 2 10/S3.0 2/S3.1 4/S3.2 10/S3.1 HDU8 WSWH-ABHSWSWH-ABHSWSWH-ABHSWSWH-ABHS2/S3.2 12/S3.2 SIMPSON WSWH-RT TEMPLATE 3" 3'-93 4" 6'-1" 13'-3" 15'-6" 22'-101 2" 31 2" 6'-0" 8'-3" 11'-71 2" 13'-101 2" 18'-8" 10'-101 2" 3" 6'-10"678"7'-1158"11'-918"358"3'-112"5'-1"13'-412"20'-65 8"8'-618"6/S3.2 FOOTING STEP 4 11/S3.1 HDU81'-278"HDU8 HDU1412'-678"16'-7"10/S3.0 10/S3.0 1'-0"2'-0" 55 4 5 PROVIDE STANDARD STEMWALL BETWEEN SLAB ON GRADE - SIM TO 4/S3.1 PROVIDE 8" STEMWALL PER 10/S3.2 w/ HOOKED BARS INTO RETAINING WALL FOOTING - STEEL POST BASE PLATE ATTACHEMENT PER 10/S3.1 S2.1 SCALE - 1/4" = 1'-0" FOUNDATION PLANCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:44am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 UPPER LEVEL FRAMING PLAN UPPER LEVEL WALLS SHOWN DASHED LOWER FLOOR WALLS SHOWN SOLID PLAN NOTES FOOTNOTES N 1 2 3 ALIGN w/ SIMPSON WALL(S) ABOVE PLAN NOTES LEGEND STRUCTURAL WALL BELOW HEADER/BEAM BELOW FRAMING - TYP SPAN AND EXTENTS STRUCTURAL WALL ABOVE CONCRETE WALL BELOW PLUMBING PENETRATION ABOVE HORIZ CS16 x 3'-0" - BEAM TO BEAM NUMBER OF BUILT UP STUDS(x) 6x6 ECCQ 6x8 10/S4.0 PT (2)2x12 #206 B37/S4.1 6x6 CCQ 6x6 CCQ (2)WSWH24x11 B2 #207 B2 #208 B2 #212 B3TOP FLUSH#204B2 B2 8/S3.2 B3 7/S4.1B3 TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 14" TJI's AT 16"oc, UNO. PROVIDE DBL JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH. 1. GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND OVER SHEAR- TYPICAL OPEN DECK FRAMING CONSISTS OF DECKING PER ARCH DRAWINGS OVER PT 2x12's WALLS AND AT 12"oc IN FIELD, UNO. AT 16"oc, UNO. 2. 3. "SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON 4/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO. 4. PROVIDE (2)BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS AND BEAMS 6'-0" IN LENGTH AND OVER, UNO. ALL REQUIRED HEADERS ARE SHOWN ON PLAN. REFER TO DETAIL 8/S4.0 FOR ADDITIONAL REQUIREMENTS. 6. 5. WHERE POSTS OCCUR, PROVIDE SOLID VERTICAL GRAIN BLOCKING THRU FLOOR TO MATCHING REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS. REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS. DO NOT SCALE DRAWINGS. REFER TO ARCH DRAWINGS FOR ALL DIMENSIONS. SUPPORTS BELOW, UNO. TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's or 2x6's AT 16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO. 7. 9. 10. 11. 8. DRAG STRUT - NAIL THRU SHEATHING w/ 8d AT 4"ocDS INTO ENTIRE LENGTH OF MEMBER PROVIDE TJI BLOCKING BELOW WALL WITH IUS HANGER EACH END SHEARWALL SHEATHING CONTINUOUS THRU WALL INTERSECTION 4 POST TO BEAR DIRECTLY ON FOUNDATION w/ (2)LAYERS OF BUILDING PAPER AND (2)A35 TO BOTTOM PLATE FLUSH BEAM SCHEDULE B1 MARK LSL 1-3/4 x 14 SIZE HUS1.81/10 HANGER HGUS5.50/12 HHUS410B2 B3 LSL 3-1/2 x 14 PSL 5-1/4 x 14 HGUS7.25/12B4PSL 7 x 14 BRG STUDS 2 2 3 4 1 PROVIDE HUC410 WHERE REQUIRED - UNO 1 (2)MST48 PT DF#2 2x12 AT 12"oc 3 4 4 10/S4.0 8/S4.1 6x6 PT (2)2x12 8/S4.1 10/S4.0 PT (2)2x12 GL 6-3/4 x 12 #205 6x66x8(2)CS16(3)(2)MST48 4/S4.1 LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8B3#218B3 7/S3.2 (2)CS16(2) SW2-2 4/S4.1 6x8B2#211B1 DS (3)(3)B3 DS #210 B3 DS #213 2 3 1 1 B1 DS HDU8 B2 #215 #216 C1 C1 C1 PT 4x12 PT 4x12B1PT (2)2x12HUCHUCPT (2)2x12LSTHD8 LSTHD8 CS16CS16PT 4x4 PT 4x4 GL 3-1/2 x 7-1/2#217LSTHD8LSTHD8LSTHD84/S3.2 3/S3.2 LSTHD8 HDU24/S3.2 2/S3.1 2/S3.1 10/S4.0 9/S4.0 AND 10/S4.0 HDU8 3/S3.2 HDU8HDU8LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8LSTHD8LSTHD811/S3.1 B2#214TYPICAL FLOOR FRAMING PER PLAN NOTE 1, UNO TYPICAL OPEN DECK FRAMING PER PLAN NOTE 3, UNO TYPICAL WALL FRAMING PER PLAN NOTE 8, UNO BALLOON FRAMED WALL FROM UPPER FLOOR TO TOP OF CHIMNEY w/ (2)2x6's AT 16"oc - A35 CLIP TOP AND BOTTOM 3"Ø GALVANIZED STD PIPE COLUMN w/ CCOQ CAP PER 9/S4.0C1 BASE ATTACHMENT PER 6/S3.1 OR 11/S3.1 6x6LUSB2 5 6x6 6x6PT (2)2x12PT (2)2x12#203PT GL 5-1/2 x 15 #201 PT GL 5-1/2 x 15 #202 PT 2x12's AT 12"oc C2 C2 C2 4"Ø GALVANIZED STD PIPE COLUMN w/ CCOQ OR ECCOQ CAPC2 PER 9/S4.0 5 LUS SERIES HANGER - INSTALL UPSIDE DOWNPT (2)2x1210/S4.2 WSWH18x10 2/S4.1 (2)WSWH24x9 B4 3 JOIST DS JOIST DS2x RIM6x8 B1 DS B36x6 SW26x6 SW2JOIST DSS2.2 SCALE - 1/4" = 1'-0" FRAMING PLAN UPPER LEVELCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:44am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 ROOF FRAMING PLAN UPPER LEVEL WALLS SHOWN SOLID PLAN NOTES FOOTNOTES INSTALL HANGER UPSIDE DOWN N 1 2 3 PROVIDE HGUS5.50/12 - INSTALL HANGER UPSIDE DOWN PROVIDE HTS30C FROM BEAM TO POST BELOW PLAN NOTES LEGEND STRUCTURAL WALL BELOW HEADER/BEAM BELOW FRAMING - TYP SPAN AND EXTENTS DIRECTION OF SLOPE NUMBER OF BUILT UP STUDS(x) SLOPE DN TYPICAL ROOF FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 14" TJI 210's AT 16"oc, UNO. PROVIDE H8 EACH END OF ALL RAFTERS, H8 EACH SIDE OF ALL MULTIPLE RAFTERS, UNO. 1. NAIL ROOF SHEATHING w/ 8d AT 6" oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12"oc IN FIELD, UNO. 2. "SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON 4/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO. 3. ALL REQUIRED HEADERS ARE SHOWN ON PLAN AND SHALL BE (2)2x8, UNO. REFER TO DETAIL 8/S4.0 FOR ADDITIONAL REQUIREMENTS. 4. PROVIDE (2)BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS AND BEAMS 6'-0" IN LENGTH AND OVER, UNO. 5. WHERE POSTS OCCUR, PROVIDE SOLID VERTICAL GRAIN BLOCKING THRU FLOOR TO MATCHING SUPPORTS BELOW, UNO. TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's or 2x6's AT 16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO. 6. 7. REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS. REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS. DO NOT SCALE DRAWINGS. REFER TO ARCH DRAWINGS FOR ALL DIMENSIONS. 8. 9. 10. BALLOON FRAMED WALL FROM UPPER FLOOR TO TOP OF CHIMNEY w/ (2)2x6's AT 16"oc - A35 CLIP TOP AND BOTTOM SIMPSON STRONG-WALL PER 6/S4.1 OR 11/S4.1 DRAG STRUT - NAIL THRU SHEATHING w/ 8d AT 4"ocDS INTO ENTIRE LENGTH OF MEMBER 3"Ø STD PIPE COLUMN w/ CCOQ CAP PER 9/S4.0C1 BASE ATTACHMENT PER 6/S3.1 OR 11/S3.1 4 CANOPY FRAMING CONSISTS OF 2x8's AT 24"oc - JOISTS MAY BE TAPERED TO 5-1/4" MIN DEPTH 5 HEADER PER PLAN SHALL RUN LONG OVER TOP OF SIMPSON WALL 6 SHEARWALL SHEATHING CONTINUOUS THRU WALL INTERSECTION FLUSH BEAM SCHEDULE B1 MARK LSL 1-3/4 x 14 SIZE HUS1.81/10 HANGER HGUS5.50/12 HHUS410B2 B3 LSL 3-1/2 x 14 PSL 5-1/4 x 14 HGUS7.25/12B4PSL 7 x 14 BRG STUDS 2 2 3 4 1 PROVIDE HUC410 WHERE REQUIRED - UNO 1 6x6 CCQ 6x8 6x8 (2)(2)2 2/S4.2 SIM B2 #303 B3 #304 RIMGL 5-1/2 x 21TOP FLUSH24F-V8#3057/S4.2 SW2-2RIMB2#3106x6 CCQ B2 #309 B2 DS HUC TYP 6x6 CCQ B2#3123/S4.2 4x8 #313 6x6 CCQ 6/S4.1 B4 DS 2 B2 #301 6x6 CCQ C1C1 11/S4.2 SW4 3 6x6 CCQ 6x6 ECCQ B2 DS #315 B3 DS #314 6/S4.1 B2 DS #317 B4 DSGL 5-1/2 x 21TOP FLUSH24F-V8#306GL 5-1/2 x 21TOP FLUSH24F-V8#308B2 #302 B3 #307 HUCTYPGL 5-1/2 x 21TOP FLUSH24F-V8#3182/S4.2 6x6 CCQ B3 DS B3 #316 2RIM6x6 CCQ 6x6 SW26x6 B2 #320 B2 GL 5-1/2 x 21TOP FLUSH24F-V8#319GL 3-1/2 x 7-1/2 #325 WSWH18x8 5 6x6 CCQ6x6 CCQ 1 1 HUCB2 #326 B2 #327 2/S4.2B2 B2#328B1HUC B2 HUC SW4 6x6 CCQ 6x6CCQ8/S4.2 B2B1B2HUCTYPB2 HUC 1 6x6CCQB2 B2 #324 6x6 6x6 6 B2B1#323B2SW26/S4.2 CCQ 1 4/S4.2 B2 6x6 CCQ B2 #321 B2 DS B3 #311 B2 DS 41 SLOPE DN7/S4.2B3#322TYPICAL ROOF FRAMING PER PLAN NOTE 1, UNO ALL EXTERIOR WALLS SW6 PER PLAN NOTE 3, UNO TYPICAL WALL FRAMING PER PLAN NOTE 7, UNO ALL REQUIRED HEADERS ARE SHOWN TO SPAN OVER EXT OPENINGS AND ON PLAN PER PLAN NOTE 4. CONT RIM ARE NOT PROVIDED, UNO PROVIDE HANG JOISTS TO RIM OR BEAM w/ LSSR SERIES HANGER WHERE HEADERS CS16 x 30" AT ALL RIM JOIST SPLICESSLOPE DN12/S4.2 LOW 6x6B2RIM6x6 77 77 8 77 77 6x6 CCQ (2)WSWH24x13 (2)WSWH24x13 8/S4.2 8 7 PROVIDE CS16 STRAP FROM CHIMNEY TO LSL BLOCKING - PROVIDE 2x6 BLOCKING BETWEEN STUDS 8 CCQ BUCKET PER PLAN SHALL BE SLOPED AS REQUIRED TO MATCH THE ROOF PITCH PER ARCHTECTURAL DRAWINGS FOR STRAP NAILING - STRAP SHALL BE 8'-0"L AND WRAP CHIMNEY FRAMING 1'-6" 88 88 8 8 8 8 8 8 8 8 8 8 8 1 4x8 12/S4.1 11/S4.1 S2.3 SCALE - 1/4" = 1'-0" PLAN ROOF FRAMINGCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:44am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 HD POSTAT STEMWALL AT FOOTING 1"Ø - SB1 x 30 (2)2x4 (2)2x65/8"Ø12-5/8" 18" 7/8"Ø - SB7/8 x 24 5/8"Ø - SB5/8 x 24 5/8"Ø - SSTB16(L) ALL-THREAD 5/8"Ø - SB5/8 x 24 1-3/4"SQ x 1/2 WASHEREMBEDAB HDU2 HDU5 HDU8 HDU11 HDU14 HDU4 18" 18" 24" 5/8"Ø 5/8"Ø 7/8"Ø 1"Ø 1"Ø 1-3/4"SQ x 1/2 1-3/4"SQ x 1/2 2-1/2"SQ x 1/2 3"SQ x 5/8 3"SQ x 5/8 9" 9" EMBED 9" 12" 12" 12" 4x WALL 6x WALL (2)2x4 (2)2x4 4x6 4x8 4x12 HDU HOLDOWN SCHEDULE (2)2x6 (2)2x6 6x6 6x6 6x8 PLAN MARK CONT #4 x 6'-0" EA SIDE OF AB (WRAP AROUND CORNER ALL-THREAD PER SCHEDULE AS REQD) AT HDU8 - HDU14 SSTB PER SCHEDULE SB PER SCHEDULE PLATE WASHER PER SCHEDULE 1 3 4 REQUIRES MINIMUM 8" THICK CONCRETE WALL4 PROVIDE PANEL EDGE NAILING OVER ALL HOLDOWN STUDS OR (2)ROWS AT POST NAIL MULTIPLE HOLDOWN STUDS w/ (2)10d AT 6"oc FRAMING CONT WHERE OCCURS HOLDOWN CAN BE ATTACHED TO BEARING (TRIMMER) STUDS AT HOLDOWN POST PROVIDE ADDITIONAL BEARING (TRIMMER) STUDS PER PLAN SHEARWALL PER PLAN HDU HOLDOWN w/ SDS 1/4"Ø x 2-1/2" SCREWS HOLDOWN POST PER PLAN - NO ADDITIONAL KING STUDS REQD HOLDOWN STUDS PER SCHEDULE ALL HOLDOWN ANCHOR BOLTS THAT NEED TO BE EMBEDDED INTO FOOTING ARE A307 ALL-THRD w/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOT OR EQUIVALENT SIMPSON PAB 1 2 MINIMUM SIZE OF POST UNO ON FRAMING PLANS3 SPECIFICALLY SHOWN ON PLAN 2 FDN WHERE OCCURS CORNER OR END OF MIN 2 STUDS (MIN (3)STUDS WHERE CORNER OR END OCCURS) (20)16d SINKERS 1-1/2" MIN, UNO HOLDOWN PER PLAN JUST PRIOR TO COVERING SHEARWALL PER PLAN FRAMING CONT WHERE OCCURS PLAN MARK LSTHD8(RJ) HD POST INSTALL OVER SHEATHING PROVIDE PANEL EDGE NAILING OVER ALL HOLDOWN STUDS OR (2)ROWS AT POST HOLDOWN CAN BE ATTACHED TO BEARING (TRIMMER) STUDSLEAVE STRAP UN-NAILED NAIL MULTIPLE HOLDOWN STUDS w/ (2)10d AT 6"oc STHD10(RJ) STHD14(RJ) NAILS (28)16d SINKERS (30)16d SINKERS DBL STUD OR END CONDITION EXTRA STUD AT CORNER LSTHD/STHD HOLDOWN SCHEDULE DBL STUD DBL STUD 21 16d SINKERS = 0.148"Ø x 3-1/4" MINIMUM SIZE OF POST UNO ON FRAMING PLANS 1 2 4321 8 12 76 10 11 TYPICAL SLAB JOINTS CONTROL JOINT FIRST POURSECOND POUR 1/8" x 1-1/2" PRE-MOLDED CONT MASTIC JOINT STRIP (JOINT MAY BE SAW CUT AT CONTRACTOR'S OPTION) CUT ALTERNATE WIRES AT JOINT BURKE "KEYKOLD" JOINT. STOP REINF 1-1/2" CLEAR OF JOINT EACH SIDE PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN SEE PLAN FOR SLAB REINFORCING (TYP) THICKNESS AND SEE PLAN FOR SLAB REINFORCING (TYP) THICKNESS AND PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLANCONSTRUCTION JOINT PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 200 SQUARE FEET OR LESS. AREAS TO BE APPROX SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. NOTE: CORNER BARS TO MATCH EXTERIOR HORIZ REINF MATCH CROSS WALL CORNER BARS TO ADDITIONAL VERT BARS CROSS WALL HORIZ REINF SINGLE CURTAIN DOUBLE CURTAIN TYP CORNER BARS AT CONCRETE WALLS AND FTGS ADDITIONAL VERT BARS CROSS WALL HORIZ REINF MATCH CROSS WALL CORNER BARS TO CORNER BARS TO MATCH HORIZ REINF TYP CORNER BARS: 24 24TYP CORNER BARS: 24 24EXCAVATION NOT ALLOWED BELOW THIS LINE 1.5 1 PIPE AND TRENCH LOCATIONS WHERE PIPE IS LOCATED AT OR BELOW FTG PROVIDE (3)#4 x 6'-0" PIPE SLEEVES AS REQD PIPE SHOULD BE LOCATED MIN 4'-0" FROM FDN CORNERS TYPICAL STEPPED FOOTINGD4'-0" MAX4'-0" MIND DDNORMAL FOOTING REINFORCING ADD BARS TO MATCH NORMAL REINFORCING LINE OF EXCAVATION REINFORCING NORMAL FOOTING CONCRETE WALL ADD (2)#4 DIAGONAL IN WALL B1 ts B23"4"CLRMINRETAINING WALL SCHEDULE w/ SLAB H B1 STEM REINFtstfB2VERTHORIZ LONG FTG REINF 9"6"1'-0"(3)#4#4 AT 16"oc#4 AT 18"oc9" 4'-0" 5"8"1'-3"(3)#4#4 AT 12"oc#4 AT 18"oc9" 5'-0" 9"6"1'-9"#4 AT 16"oc#4 AT 11"oc10"(4)#4 9"8"1'-6"#4 AT 12"oc#4 AT 18"oc10"(4)#4 6'-0" 9"6"2'-3"#4 AT 16"oc#4 AT 11"oc10"(4)#4 9"8"2'-0"#4 AT 12"oc#4 AT 11"oc10"(4)#4 7'-0"9"8"2'-6"#4 AT 12"oc#4 AT 10"oc10"(5)#4 8'-0"1'-0"8"3'-0"#4 AT 12"oc#5 AT 12"oc12"(7)#4 9'-0"1'-3"8"3'-3"#4 AT 12"oc#5 AT 8"oc12"(5)#5 10'-0"1'-6"8"3'-9"#4 AT 12"oc#6 AT 9"oc15"(7)#5 11'-0"1'-6"10"4'-3"#4 AT 9"oc#6 AT 9"oc15"(8)#5 12'-0"1'-6"12"4'-9"#5 AT 12"oc#6 AT 9"oc15"(8)#5 NOTE: WALL, PROVIDE FOOTING, WALL, AND REINFORCING FOR A WALL 2'-0" HIGHER THAN ACTUAL 'H'(H+2)tfHFOOTING DRAIN WHERE RETAINED SOIL SUPPORTS A DRIVE SURFACE WITHIN A DISTANCE 'H' FROM THE FACE OF CONCRETE PLACE SLAB PRIOR TO BACKFILLING WALL 1-1/2" CLR AT #4, #5 AND 2" CLR AT #6 LAP SPLICE - #4 = 32", #5 = 40", #6 = 48"1 1 AT WALLS GREATER THAN 6'-0", PROVIDE 1-1/2" x 2-1/2" KEYWAY PROVIDE FREE-DRAINING MATERIAL LEVEL BACKFILL FOR A DISTANCE GREATER THAN "H" SLAB ON GRADE PER PLAN RETAINING WALL SCHEDULE H B1 STEM REINFtstfB2VERTHORIZ LONGTOP FOOTING REINF 1'-3"6"5"-(3)#4#4 AT 16"oc#4 AT 18"oc9"MINCLRFOOTING DRAINtf B1 ts B26"3"1'-6" MINH4'-0" 1'-0"8"5"-(3)#4#4 AT 12"oc#4 AT 18"oc9" 5'-0" 2'-0"6"5"(4)#4#4 AT 16"oc#4 AT 18"oc10"- 2'-0"8"5"(4)#4#4 AT 12"oc#4 AT 18"oc10"- 6'-0" 2'-3"6"9"(4)#4#4 AT 16"oc#4 AT 12"oc10"#4 AT 11"oc 2'-6"8"9"(4)#4#4 AT 12"oc#4 AT 12"oc10"#4 AT 11"oc 7'-0"2'-9"8"9"(5)#4#4 AT 12"oc#4 AT 12"oc10"#4 AT 11"oc 8'-0"3'-3"8"1'-0"(7)#4#4 AT 12"oc#5 AT 12"oc12"#5 AT 14"oc 9'-0"3'-9"8"1'-3"#4 AT 12"oc#5 AT 9"oc12"#5 AT 14"oc (5)#5 10'-0"4'-3"8"1'-6"#4 AT 12"oc#6 AT 9"oc15"#5 AT 11"oc (7)#5 11'-0"4'-6"10"2'-0"#4 AT 10"oc#6 AT 9"oc15"#5 AT 11"oc (8)#5 12'-0"4'-9"12"2'-3"#5 AT 12"oc#6 AT 9"oc15"#5 AT 11"oc (9)#5 NOTE: WALL, PROVIDE FOOTING, WALL, AND REINFORCING FOR A WALL 2'-0" HIGHER THAN ACTUAL 'H'(H+2) WHERE RETAINED SOIL SUPPORTS A DRIVE SURFACE WITHIN A DISTANCE 'H' FROM THE FACE OF CONCRETE 1-1/2" CLR AT #4, #5 AND 2" CLR AT #6 LAP SPLICE - #4 = 32", #5 = 40", #6 = 48"1 1 AT WALLS GREATER THAN 6'-0", PROVIDE 1-1/2" x 2-1/2" KEYWAY PROVIDE FREE-DRAINING MATERIAL LEVEL BACKFILL FOR A DISTANCE GREATER THAN "H" MIN BASE PLATE 1/2" w/ (2)1/2"Ø THREADED ROD EPOXY EMBED 10" - SEE PLATE DETAIL BELOW SLAB ON GRADE WHERE OCCURS DESIGN BUILD RAILING 8" CONCRETE WALL 7"10"BASE PLATE 1/2"1 1/2"TYP3-1/2" PLATE DETAIL SYSTEM BY OTHERS 4 "MIN 6"1'-6" MIN#4 x AT 18"oc (1)#4 EACH NOSE 2424 #4 AT 18"oc EA WAY (2)#4 BOTTOM TYPICAL STAIR ON GRADE EXACT CONFIGURATION OF STAIR INCLUDING TREAD AND RISER DIMS PER ARCH DRAWINGS NOTE: 1"Ø - SB1 x 30 24"4 S3.0 SCALE - NTS DETAILS TYPICAL CONCRETECCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:44am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 4321 8 12 765 109 11 5"8"5"1'-6" MIN8"8"MINPT 2x PLATE w/ AB PER SHEARWALL SCHEDULE (5/8"Ø AT 48"oc ELSEWHERE) PANEL EDGE NAILING OVER ALL HOLDOWN STUDS SLAB ON GRADE WHERE OCCURS HOLDOWN PER PLAN 5'-0" MAXSHEARWALL PER PLAN SLAB ON GRADE PER PLAN #4 AT 12"oc HORIZ #4 AT 18"oc VERT (ALT HOOKS) (2)#4 CONT (2)#4 CONT TOP 6"6"6"1'-6" MIN8"8"MINPT 2x PLATE w/ AB PER SHEARWALL SCHEDULE (5/8"Ø AT 48"oc ELSEWHERE) PANEL EDGE NAILING OVER ALL HOLDOWN STUDS SLAB ON GRADE WHERE OCCURS HOLDOWN PER PLAN #4 AT 16"oc HORIZ #4 AT 18"oc VERT (ALT HOOKS) (2)#4 CONT5'-0" MAXSHEARWALL PER PLAN SLAB ON GRADE PER PLAN (2)#4 CONT TOP 5"8"5" DOWELS TO MATCH WALL VERT (ALT HOOKS)1'-0"s(2)#4 CONT #4 AT 18"oc VERT #4 AT 12"oc HORIZ SLAB ON GRADE PER PLAN 8"1'-6" MINMINL POST, PLINTH, AND FTGC POST PER PLAN CBSQ SERIES POST BASE 12"SQ PLINTH REINF w/ (4)#4 x VERT AND #3 x AT 6"oc FOOTING SIZE AND REINF PER PLAN AND (3)#3 AT TOP 5'-0" MAX24"Ø PLINTH w/ (10)#4 VERT AND #3 x AT 4"oc L COLUMN, PLINTH, AND FTGC COLUMN PER PLAN 1" MIN SHIM AND GROUT FOR FULL BEARING w/ (3)#3 TOP BASEPLATE w/ (4)3/4"Ø ANCHOR BOLTS - EMBED 8" CL 1/4 BASEPLATE CL1 1/2"TYP10"Ø x 1/2" PL 5"8"5"8"9'-0" MAX3'-0" MAXSOIL HEIGHTDIFFERENCEBACKFILL TO BE FULLY COMPACTED FIRM UNDISTURBED NATIVE8"MIN(2)#4 CONT TOP SOIL BELOW FOOTING SLAB ON GRADE WHERE OCCURS FLOOR FRAMING NOT SHOWN REFER TO SHEET S3.1 FOR MUDSILL AND ANCHOR BOLT REQUIREMENTS NOTE: #4 AT 18"oc VERT (ALT HOOKS) (3)#4 CONT #4 AT 12"oc HORIZ SLAB ON GRADE PER PLAN PT 2x PLATE w/ 5/8"Ø AB AT 48"oc BEARING WALL PER PLAN 1'-6"1'-0"(2)#4 CONT TOP AND BOT 12"Ø PLINTH w/ (6)#4 VERT AND #3 x AT 4"oc L COLUMN, PLINTH, AND FTGC COLUMN PER PLAN 1" MIN SHIM AND GROUT FOR FULL BEARING w/ (3)#3 TOP BASEPLATE w/ (4)3/4"Ø ANCHOR BOLTS - EMBED 8" CL 1/4 BASEPLATE CL1 1/2"TYP10"Ø x 1/2" PL 1" SHIM AND GROUT5 1/2"10"8"FOR FULL BEARING(2)3/4"Ø ANCHOR BOLTS COLUMN PER PLAN 1 1/2" 1/4 CL CL 1/2" PL 1 1/2" BASEPLATE - HSS COLUMN S3.1 SCALE - NTS CONCRETE DETAILSCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:44am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 432 8 12 765 109 SECTION A STRONG-WALL - BASE CONNECTION HEX NUT AND STRUCTURAL WASHER SHEARWALL STRONG-WALL WOOD PLACE STRONG-WALL WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE w/ WASHER AND HEX NUTS (PROVIDED) - SNUG TIGHT FIT REQD - DO NOT USE IMPACT WRENCH ANCHOR BOLT PER PLAN INSTALL PER STRICT ACCORDANCE w/ ESR-2652 (3)#3 TIES CONTRACTOR TO REFER TO SIMPSON STRONG WALL SHOP DRAWINGS AND PRODUCT INSTALLATION GUIDELINES TO ENSURE INSTALLATION CONFORMANCE 1'-6" MIN8"MINFOOTING AND REINF PER PLAN SLAB ON GRADE WHERE OCCURS 5'-0" MAXSTRONG-WALL WOOD SLAB ON GRADE PER PLAN #4 AT 16"oc HORIZ #4 AT 18"oc VERT (ALT HOOKS) (2)#4 CONT TOP WOOD SHEARWALL PER PLAN INSTALL SIMPSON STRONGWALL AND ANCHORAGE IN STRICT ACCORDANCE w/ ESR-2652 (3)#3 TIES PER MFR REQUIREMENTS 6" CLRSECTION A PT 2x6 PLATE w/ AB PER SHEARWALL SCHEDULE (5/8"Ø AT 48"oc ELSEWHERE) WHERE JOISTS ARE PARALLEL, PROVIDE TJI BLKG (MIN 12"L) AT 48"oc JOIST DIRECTION AND SHEATHING PER PLAN (4)8d INTO EA BLOCK (2)10d THRU EA JOIST OR BLOCK VERT GRAIN BLKG TO MATCH HOLDOWN STUDS AND POSTS A35 PER SHEARWALL SCHEDULE 1-1/4" LSL RIM JOIST/BLKG OR BEAM PER PLAN NAILING PER SHEARWALL SCHEDULE SHEARWALL PER PLAN HOLDOWN PER PLAN PANEL EDGE NAILING OVER HOLDOWN STUDS (2)#4 CONT TOP 1'-6" MIN3'-0" MAX8"8"6"6"6"5'-0" MAXSHEARWALL PER PLAN NAILING PER SHEARWALL HOLDOWN PER PLAN PT 2x PLATE w/ AB PER SHEARWALL SCHEDULE (5/8"Ø AT 48"oc ELSEWHERE) PANEL EDGE NAILING OVER HOLDOWN STUDS MINSCHEDULE SLAB ON GRADE WHERE OCCURS ITS SERIES HANGER (2)LAYERS OF BLDG PAPER SNUG FIT BETWEEN JOISTS AND WALL JOIST DIRECTION AND SHEATHING PER PLAN (2)#4 CONT (2)#4 CONT TOP #4 AT 16"oc HORIZ #4 AT 18"oc VERT (ALT HOOKS) SHEATHING TO BE CONT JOIST DIRECTION AND SHEATHING PER PLAN (4)8d INTO EA BLOCK (2)10d THRU EA JOIST OR BLOCK PT 2x6 PLATE w/ AB PER SHEARWALL SCHEDULE (5/8"Ø AT 48"oc ELSEWHERE) WHERE JOISTS ARE PARALLEL, PROVIDE TJI BLKG (MIN 12"L) AT 48"oc EDGE NAILING OF SHEARWALL ABOVE VERT GRAIN BLKG TO MATCH HOLDOWN STUDS AND POSTS 1-1/4" LSL RIM JOIST OR BEAM PER PLAN 8"SHEARWALL PER PLAN NAILING PER SHEARWALL HOLDOWN PER PLAN PT 2x PLATE w/ AB PER SHEARWALL SCHEDULE (5/8"Ø AT 48"oc ELSEWHERE) PANEL EDGE NAILING OVER HOLDOWN STUDS MINSCHEDULE SLAB ON GRADE WHERE OCCURS ITS SERIES HANGER (2)LAYERS OF BLDG PAPER SNUG FIT BETWEEN JOISTS AND WALL JOIST DIRECTION AND SHEATHING PER PLAN (2)#4 CONT TOP REINFORCING PER RETAINING WALL SCHEDULE PROVIDE FREE-DRAINING MATERIAL SECTION A STRONG-WALL - BASE CONNECTION HEX NUT AND STRUCTURAL WASHER SHEARWALL STRONG-WALL WOOD PLACE STRONG-WALL WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE w/ WASHER AND HEX NUTS (PROVIDED) - SNUG TIGHT FIT REQD - DO NOT USE IMPACT WRENCH ANCHOR BOLT PER PLAN INSTALL PER STRICT ACCORDANCE w/ ESR-2652 (2)#3 TIES CONTRACTOR TO REFER TO SIMPSON STRONG WALL SHOP DRAWINGS AND PRODUCT INSTALLATION GUIDELINES TO ENSURE INSTALLATION CONFORMANCE 1'-6" MIN8"MINFOOTING AND REINF PER PLAN SLAB ON GRADE WHERE OCCURS 5'-0" MAXSTRONG-WALL WOOD SLAB ON GRADE PER PLAN #4 AT 16"oc HORIZ #4 AT 18"oc VERT (ALT HOOKS) (2)#4 CONT TOP WOOD SHEARWALL PER PLAN INSTALL SIMPSON STRONGWALL AND ANCHORAGE IN STRICT ACCORDANCE w/ ESR-2652 (2)#3 TIES PER MFR REQUIREMENTS 6" CLRSECTION A WALL AND REINFORCING PER FOUNDATION PLAN AND DECKING PER ARCH PT DECK JOISTS PER PLAN LUS SERIES HANGER 2"PT 2x LEDGER w/ (2)0.22"Ø x 4" SDWS (EXTERIOR GRADE) SCREWS AT 8"oc EDGE NAILING OF SHEARWALL ABOVE FOR CALLOUTS IN COMMON REFER 7/S3.22"30"Ø PLINTH w/ (16)#4 VERT AND #3 x AT 4"oc L COLUMN, PLINTH, AND FTGC COLUMN PER PLAN 1" MIN SHIM AND GROUT FOR FULL BEARING w/ (3)#3 TOP BASEPLATE w/ (4)3/4"Ø ANCHOR BOLTS - EMBED 8" CL 1/4 BASEPLATE CL1 1/2"TYP10"Ø x 1/2" PL 5"8"5"8"9'-0" MAX3'-0" MAXSOIL HEIGHTDIFFERENCEBACKFILL TO BE FULLY COMPACTED FIRM UNDISTURBED NATIVE8"MIN(2)#4 CONT TOP SOIL BELOW FOOTING SLAB ON GRADE WHERE OCCURS FLOOR FRAMING NOT SHOWN REFER TO SHEET S3.1 FOR MUDSILL AND ANCHOR BOLT REQUIREMENTS NOTE: #4 AT 18"oc VERT (ALT HOOKS) (3)#4 CONT #4 AT 12"oc HORIZ S3.2 SCALE - NTS CONCRETE DETAILSCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:45am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 BOTTOM CHORD SPLICE 10d AT 12"oc STAGGERED ELSEWHERE TOP CHORD SPLICE AT EACH SIDE OF SPLICE (12)10d AT 4"oc STAGGERED 4'-0" MIN BETWEEN SPLICES SPLICE TO OCCUR AT C OF VERT STUD TYPICAL TYPICAL TOP PLATE SPLICE L AT SHEARWALLS NOTE: 1. NAILING AT TOP PLATE SPLICES MAY BE ELIMINATED w/ 2. WHERE VERTICAL PENETRATIONS THRU PLATE EXCEED 1" FOR A 4x WALL OR 3" FOR A 6x WALL - PROVIDE CS16 x 30" AT TOP PLATE 3. MINIMUM EDGE DISTANCE FOR VERTICAL PENETRATIONS THRU TOP PLATE IS 1-1/4" CS16 x 30" TYPICAL STUDS HEADER OR BEAM PER PLAN PROVIDE (2)BEARING (TRIMMER) (6)10d INTO HEADER A35 AT TOP AND BOTTOM DOUBLE TOP PLATE TYPICAL HEADER SUPPORT STUDS AT ENDS OF ALL HEADERS OR BEAMS 6'-0" OR OVER IN LENGTH HEADER TO BE TIGHT AGAINST EXT SHEATHING AT EXTERIOR WALLS ONLY ADDITIONAL BEARING 'TRIMMER' STUDS WHERE SPECIFIED ON PLAN OMIT AT OPENINGS < 6'-0" WHERE OPENING > 8'-0" LOCATE DIRECTLY OVER OPENING DOUBLE SILL PLATES WHERE OPENING > 6'-0" DOUBLE KING STUD WHERE OPENING > 8'-0" BOTTOM PLATE 4 8 12 7 1110 65 9 TJI BLKG BETWEEN JOISTS BEARING WALL TYPICAL SHEARWALL CONSTRUCTION (2)10d EACH JOIST/BLOCK TOP PLATE CONNECTION PER SHEARWALL SCHEDULE PANEL EDGE NAILING SHEATHING PANEL JOINT TJI JOISTS w/ PANEL EDGE NAILING 2x4 BLOCKING BETWEEN STUDS PANEL EDGE NAILING BOTTOM PLATE CONNECTION (4)8d INTO AT 48"oc TJI BLKG (MIN 12"L) PER PLAN OF SHEARWALL BELOW PANEL EDGE NAILING EA BLOCK NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, UNO NON-BEARING WALL 10d NAILING PER SHEARWALL 10d NAILING PER SHEARWALL PANEL EDGE NAILING PER TYPICAL SHEARWALL INTERSECTIONS SCHEDULE OF HIGHER CAPACITY SHEARWALL or 10d AT 12"oc AT SHEARWALL PER PLAN SHEARWALL SCHEDULE SCHEDULE NON-SHEARWALLS SCALE: 1-1/2" = 1'-0" SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN 1 1 1 2 1 3 1 3 1 2 1 2 3 TYPICAL FLUSH AND DROPPED BEAM JOISTS AND SHEATHING PER PLAN 8d AT 6"oc INTO (2)10d THRU EACH JOIST TJI BLOCKING (3)10d EACH BLOCK BEAM PER PLAN BEAM PER PLAN IUS SERIES HANGER JOISTS AND SHEATHING PER PLAN 8d AT 6"oc TYPICAL CS16 HOLDOWN CS HOLDOWN PER PLAN w/ (16)8d EA END OF STRAP FULL WIDTH VERT GRAIN REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES JOIST DIRECTION PER PLAN 2x BLKG TO MATCH HOLDOWN STUDS1'-4" MIN1'-4" MIN1'-4" MINHEADER/BEAM PER PLAN BEARING (TRIMMER) STUD BELOW HEADER/BEAM LEAVE HOLDOWN UN-NAILED UNTIL JUST PRIOR TO COVERING SHEARWALL PER PLAN HOLDOWN CAN BE ATTACHED TO BEARING 'TRIMMER' STUD INSTALLED OVER SHEATHING NAIL MULTIPLE HOLDOWN STUDS w/ (2)10d AT 6"oc SHEATHING PER PLAN 21 TWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE. LTP4's INSTALLED OVER SHEATHING WITH 8d (0.131"Ø x 2-1/2" x 0.281"Ø) NAILS MAY BE SUBSTITUTED FOR A35's 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d OR 12d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3, EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. SHEARWALL SCHEDULE SW2, SW3-2, AND SW2-2. REFER TO DETAIL C. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING STUDS SHALL RECEIVE PANEL EDGE NAILING. A35's OR LTP4's MAY BE ELIMINATED PER DETAIL A OR DETAIL B. NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK). WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/ SHEATHING. AT CONTRACTORS OPTION. MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION TJI RIM/BEAM AT WOOD AT CONCRETE BASE PLATE CONNECTION SW6 SW4 SW3 1/2" PLY or 7/16" OSB 8d AT 6"oc 8d AT 4"oc 8d AT 3"oc 8d AT 2"oc 10d AT 6"oc 10d AT 4"oc (2)ROWS 10d AT 4"oc A35 AT 30"oc A35 AT 18"oc A35 AT 16"oc A35 AT 12"oc 12d AT 6"oc 12d AT 4"oc (2)ROWS 12d AT 6"oc (2)ROWS 12d AT 4"oc 5/8"Ø AB AT 48"oc 5/8"Ø AB AT 42"oc 5/8"Ø AB AT 36"oc 5/8"Ø AB AT 24"oc (2)ROWS 10d AT 6"oc SW2 1/2" PLY or 7/16" OSB 1/2" PLY or 7/16" OSB 1/2" PLY or 7/16" OSB 8d AT 3"oc EA SIDE N/A A35 AT 8"oc (2)ROWS 12d AT 3"oc 5/8"Ø AB AT 18"ocSW3-2 1/2" PLY or 7/16" OSB EA SIDE 1/2" PLY or 7/16" OSB EA SIDESW2-2 8d AT 2"oc EA SIDE N/A A35 AT 6"oc (3)ROWS 12d AT 3"oc 5/8"Ø AB AT 12"oc AT 2x6 SW3-2 AND SW2-2 WALLS, PROVIDE 4-1/2" x 3" x 0.229" PLATE WASHERS CENTERED ON PLATE. PANEL EDGES. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL AT SW3-2 AND SW2-2. DETAIL A PANEL EDGE NAILING RIM JOIST CONT SHEATHING BETWEEN RIM AND AND WALL BELOW OR BEAM DETAIL C EDGE NAILING OVER EA STUD 10d OR 12d NAILING PLAN VIEW AT ABUTTING PANEL EDGES OF SW3, SW2, SW3-2, AND SW2-2 PER SCHEDULE SHEATHING EDGE DETAIL B 10d NAILING PER SCHEDULE 2x NAILER 1 2 3 5 6 7 4 4 4 4 1 2 3 4 5 6 7 8 9 8 9 9 9 9 8d NAILS SHALL BE 0.131"Ø x 2-1/2" x 0.281"Ø, 10d NAILS SHALL BE 0.131"Ø x 3" x 0.281"Ø , AND 12d NAILS SHALL BE 0.131"Ø x 3-1/4" x 0.281"Ø, UNO. COLUMN CAP AS REQD ECCQ SERIES SHOWN ON PLAN SPLICE WHERE TO FIT BEAM AND POST FIT BEAM AND POST CAP AS REQD TO CCQ SERIES COLUMN POST PER PLAN BEAM PER PLAN NO WALL PLATES ALLOWED BETWEEN POST AND CAP TYPICAL MST HOLDOWNEQEQFULL WIDTH VERT GRAIN REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES JOIST DIRECTION PER PLAN 2x BLKG TO MATCH HOLDOWN STUDS LEAVE HOLDOWN UN-NAILED UNTIL JUST PRIOR TO COVERING SHEARWALL PER PLAN SHEATHING PER PLAN MST HOLDOWN PER PLAN w/ 16d EA END OF STRAP INSTALLED OVER SHEATHING (16d = 0.162"Ø x 3-1/2"). NAILING NOT REQD AT RIM MIN 4x POST AT SINGLE MST STRAP. MIN 6x POST AT DBL MST STRAP JOISTS PERPENDICULAR 3'-8" MAXRAILING HEIGHT2"3'-8" MAXRAILING HEIGHT2"RAIL POST PER ARCH 1/2"Ø GALV THRU BOLT DTT2Z TOP w/ 1/2"Ø THREADED ROD RAIL POST PER ARCH DTT2Z TOP w/ 1/2"Ø THREADED ROD - ATTACH TO SECOND BAY OF BLKG JOISTS PARALLEL (4)10d EA END EA BLOCK JOISTS AND DECKING PER PLAN JOISTS AND DECKING PER PLAN (2)BAYS FULL DEPTH 2x BLKG 1/2"Ø GALV THRU BOLT COLUMN CAP AS REQD ECCOQ SERIES SHOWN ON PLAN SPLICE WHERE COLUMN PER PLAN TYPICAL CCOQ / ECCOQ COLUMN CAP TO FIT BEAM AND POST FIT BEAM AND POST CAP AS REQD TO CCOQ SERIES COLUMN BEAM PER PLAN 3/163/16 S4.0 SCALE - NTS FRAMING DETAILS TYPICAL WOODCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:45am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 43 8 12 76 9 11 (4)8d INTO EACH BLOCK JOIST DIRECTION AND SCHEDULE A35 PER SHEARWALL SHEATHING PER PLAN TJI BLKG (MIN 12"L) JOIST OR BLOCK (2)10d THRU EA PARALLEL, PROVIDE WHERE JOISTS ARE AT 48"oc 1-1/4" LSL RIM JOIST SCHEDULE NAILING PER SHEARWALL HOLDOWN PER PLAN LEAVE ONE END OF STRAP UN-NAILED UNTIL JUST PRIOR TO COVERING OVER ALL HOLDOWN STUDS PANEL EDGE NAILING OR BEAM PER PLAN HOLDOWN STUDS AND POSTS VERT GRAIN BLKG TO MATCH HEADER/BEAM PER PLAN SHEARWALL PER PLAN WRAP HEADER WHERE OCCURS SCHEDULE NAILING PER SHEARWALL HOLDOWN PER PLAN LEAVE ONE END OF STRAP UN-NAILED UNTIL JUST PRIOR TO COVERING OVER ALL HOLDOWN STUDS PANEL EDGE NAILING SHEARWALL PER PLAN JOISTS AND SHEATHING PER PLAN w/ (2)10d AT 16"oc SINGLE TOP PLATE IUS SERIES HANGER BEAM PER PLAN TOP FLUSH AND DECKING PER ARCH PT DECK JOISTS PER PLAN 2"2"LUS SERIES HANGER BEAM PER PLAN PT 2x LEDGER w/ (2)0.22"Ø x 4" SDWS (EXTERIOR GRADE) SCREWS AT 8"oc CS HOLDOWN PER PLAN w/ (16)8d EACH END OF STRAP INTO HOLDOWN STUDS AND BEAM BELOW SHEARWALL PER PLAN BEAM PER PLAN SCHEDULE NAILING PER SHEARWALL OVER ALL HOLDOWN STUDS PANEL EDGE NAILING (4)8d INTO EACH BLOCK JOISTS AND SHEATHING PER PLAN TJI BLKG (MIN 12"L) AT 48"oc AND EACH SIDE OF STRAP STRONG-WALL - TOP CONNECTION 8d AT 4"oc (4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN TJI BLKG (MIN 12"L) PARALLEL, PROVIDE WHERE JOISTS ARE AT 48"oc BEAM PER PLAN IUS SERIES HANGER WHERE JOISTS ARE BEARING SHEARWALL STRONG-WALL WOOD - BEAM TO TOP PLATE PROVIDE A35 PER PLAN ATTACH WSWH-TP PLATE ON EXTERIOR FACE ONLY w/ A COMBINATION OF SDS 1/4"Ø x 6" AND ALIGN WSWH-TP NOTCHES w/ BOTTOM OF TOP PLATES INSTALL SIMPSON STRONGWALL AND ANCHORAGE IN STRICT ACCORDANCE w/ ESR-2652 CONTRACTOR TO REFER TO SIMPSON STRONG WALL SHOP DRAWINGS AND PRODUCT INSTALLATION GUIDELINES TO ENSURE INSTALLATION CONFORMANCE SECTION B SWS16150 CONNECTOR SCREWS INSTALL WSWH-TP ON EXTERIOR FACE 1"Ø x 3/4" DEEP COUNTERBORE INSTALL SDS 1/4"Ø x 6" SCREWS AT AN ANGLE THAT PREVENTS THEM FROM EXITING SIDE OF FRAMING - APPROX 30° WOOD SHEARWALL STRONG-WALL SECTION A SECTION A SDS25600 SWS16150 7/8" MAX WOOD SHIM TOP PLATES SECTION B STRONG-WALL - TOP CONNECTION 8d AT 4"oc (4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN TJI BLKG (MIN 12"L) PARALLEL, PROVIDE WHERE JOISTS ARE AT 48"oc BEAM PER PLAN IUS SERIES HANGER WHERE JOISTS ARE BEARING SHEARWALL STRONG-WALL WOOD ATTACH WSWH-TP PLATE ON EXTERIOR FACE ONLY w/ A COMBINATION OF SDS 1/4"Ø x 6" AND ALIGN WSWH-TP NOTCHES w/ BOTTOM OF TOP PLATES INSTALL SIMPSON STRONGWALL AND ANCHORAGE IN STRICT ACCORDANCE w/ ESR-2652 CONTRACTOR TO REFER TO SIMPSON STRONG WALL SHOP DRAWINGS AND PRODUCT INSTALLATION GUIDELINES TO ENSURE INSTALLATION CONFORMANCE SECTION B SWS16150 CONNECTOR SCREWS INSTALL WSWH-TP BOTH SIDES 1"Ø x 3/4" DEEP COUNTERBORE INSTALL SDS 1/4"Ø x 6" SCREWS AT AN ANGLE THAT PREVENTS THEM FROM EXITING SIDE OF FRAMING - APPROX 30° WOOD SHEARWALL STRONG-WALL SECTION A SECTION A SDS25600 SWS16150 7/8" MAX WOOD SHIM TOP PLATES SECTION B 2 COMPRESSIONS NUT w/ WSWH-TSS KT DRILL 1-1/8"Ø MAX HOLE IN TOP PLATES FOR PASSAGE OF CONNECTING RODS DRILL/ NOTCH 2"Ø x 1" DEEP HOLE OR NOTCH 2"x2"x1" DEEP MAX IN FLOOR SHEATHING RIM TO ALLOW COMPRESSION NOT TO SIT FLUSH w/ UNDERSIDE OF WSWH TRANSFER PLATE 7/8" SHIM TO ACCOMMODATE MSK HOLDOWNS - SECURE w/ (4)8d INTO TOP OF PANEL INSTALL BEFORE PLACING WALL WSWH SHEAR TRANSFER PLATE FRAMING AND PANEL WSWH-TP TOP CONNECTOR w/ INT FACE OF PANEL CENTER OF WALL AND FLUSH SOLID LSL BLKG UNDER STOP BOTTOM PLATE SHORT OF THE PANEL EA SIDE A34 EA SIDE OF PANEL TO BOTTOM PLATE FASTEN LSL BLKG SNUG TO RIM w/ (8)1/4"Ø SDS x 3-1/2" SCREWS INSTALL CONNECTING RODS BEFORE INSTALLING FLOOR FRAMINS MSK HOLDOWNS INSTALL w/ 10d (FILL AL HOLES) WSWH SIMPSON PANEL PER PLAN SHEATHING PER PLAN JOIST DIRECTION AND THREADED RODS AND SECURE INSTALL WSWH PANEL OVER w/ PROVIDED HEAVY HEX NUTS - TIGHTEN NUTS TO FINGER TIGHT PLUS 1/2" TURN PER PLAN WSWH SIMPSON PANEL ELEVATION ELEVATIONSECTION NOTCH BEAM 3" TO RECEIVE BEAM POST PER PLAN CS16 x 24" EACH SIDE BEAM PER PLAN FIT BEAM AND POST CAP AS REQD TO ECCQ SERIES COLUMN NO WALL PLATES ALLOWED BETWEEN POST AND CAP S4.1 SCALE - NTS DETAILS WOOD FRAMINGCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:45am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 4321 8 12 765 10 11 (2)10d EA RAFTER 10d AT 6"oc SHEARWALL PER PLAN TJI BLOCKING w/ 8d AT 6"oc (DRILL TO VENT AS REQD) STRUCTURAL BEAM HEADER/BEAM H8 EACH RAFTER H8 EACH SIDE OF MULTIPLE RAFTERS PER PLAN RAFTERS AND SHEATHING PER PLAN WEB FILLER w/ RAFTERS AND SHEATHING PER PLAN NAILING PER SHEARWALL SHEARWALL PER PLAN FULL DEPTH TJI BLOCKING (DRILL TO VENT AS REQD) HEADER/BEAM H8 EACH RAFTER H8 EACH SIDE OF MULTIPLE RAFTERS PER PLAN (2)10d TOENAILS EA RAFTER SHEARWALL BELOW PANEL EDGE NAILING OF SCHEDULE ON EITHER SIDE OF WALL SHEATHING CAN BE PLACED RAFTER OR BLKG 8d AT 4"oc SHEARWALL PER PLAN PER PLAN (4)8d INTO EACH BLOCK RAFTER DIRECTION AND SHEATHING PER PLAN SCHEDULE NAILING PER SHEARWALL HEADER/BEAM TJI BLKG (MIN 12"L) JOIST OR BLOCK (2)10d THRU EA PARALLEL, PROVIDE WHERE RAFTERS ARE AT 48"oc PER PLAN 2x BLOCKING w/ (3)10d TOENAILS 2x RIM w/ (3)10d EACH JOIST 8d AT 6"oc TAPERED DECK JOISTS AND SHEATHING PER PLAN H2.5A EACH JOIST ALT SIDES OF BEAM BEAM PER PLAN POST CAP PER PLAN POST PER PLAN (4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN LTP4 PER SHEARWALL TJI BLKG (MIN 12"L) PARALLEL, PROVIDE WHERE JOISTS ARE AT 48"oc TOP FLUSH BEAM SHEARWALL BELOW PANEL EDGE NAILING OF PER PLAN SHEATHE AND NAIL PER SW6 JOIST DIRECTION AND SHEATHING PER PLAN RAFTERS AND SHEATHING PER PLAN BOTTOM FLUSH BEAM PER PLAN LSSR SERIES HANGER 8d AT 6"oc SHEARWALL PER PLAN 2x LEDGER w/ (2)0.22"Ø x 4" SDWS SCREWS EA STUD LUS SERIES HANGER RAFTERS AND SHEATHING PER PLAN WEB FILLER w/ (6)8d CLINCHED 8d AT 6"oc 1-3/4" LSL LEDGER (3)10d AT EA STUD SCHEDULE PER PLAN (6)8d CLINCHED SHEARWALL PER PLAN FASCIA PER ARCH HEADER/BEAM LSSR SERIES HANGER PER PLAN RAFTERS AND SHEATHING PER PLAN WEB FILLER w/ (6)8d CLINCHED BEAM PER PLAN 8d AT 6"oc WEB FILLER w/ (6)8d CLINCHED COMPRESSIONS NUT w/ WSWH-TSS KT DRILL 1-1/8"Ø MAX HOLE IN TOP PLATES FOR PASSAGE OF CONNECTING RODS DRILL/ NOTCH 2"Ø x 1" DEEP HOLE OR NOTCH 2"x2"x1" DEEP MAX IN FLOOR SHEATHING RIM TO ALLOW COMPRESSION NOT TO SIT FLUSH w/ UNDERSIDE OF WSWH TRANSFER PLATE 7/8" SHIM TO ACCOMMODATE MSK HOLDOWNS - SECURE w/ (4)8d INTO TOP OF PANEL INSTALL BEFORE PLACING WALL WSWH SHEAR TRANSFER PLATE FRAMING AND PANEL WSWH-TP TOP CONNECTOR w/ INT FACE OF PANEL CENTER OF WALL AND FLUSH SOLID LSL BLKG UNDER STOP BOTTOM PLATE SHORT OF THE PANEL EA SIDE A34 EA SIDE OF PANEL TO BOTTOM PLATE FASTEN LSL BLKG SNUG TO RIM w/ (8)1/4"Ø SDS x 3-1/2" SCREWS INSTALL CONNECTING RODS BEFORE INSTALLING FLOOR FRAMINS MSK HOLDOWNS INSTALL w/ 10d (FILL AL HOLES) WSWH SIMPSON PANEL PER PLAN SHEATHING PER PLAN JOIST DIRECTION AND THREADED RODS AND SECURE INSTALL WSWH PANEL OVER w/ PROVIDED HEAVY HEX NUTS - TIGHTEN NUTS TO FINGER TIGHT PLUS 1/2" TURN PER PLAN WSWH SIMPSON PANEL ELEVATION ELEVATIONSECTION S4.2 SCALE - NTS DETAILS WOOD FRAMINGCCOPYRIGHT 2024 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: bobpPlotted Date: May 16, 2024 - 9:45am660 TWANA WAYQUILCENE, WA 98376122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038 PROJECT MANAGER DRAWN DESCRIPTION PERMIT SET 6.14.24 DATE PROJECT NO 0463.2023.04.01 RAP ENGINEER WAC ARCH REV R EFO NII E SS NOA L GNE ET O RPCTASET EARU 41206 L GN HSFWA IN GTONRMJ.MAC ALS A MURTSINEERJESSICA FORTIN 206.669.8709 JESSICAF@MALSAM-TSANG.COM McCLELLAN ARCHITECTS 206.728.0480 EXHIBIT R These data are provided on an "AS-IS" basis, without warranty of any type, expressed or implied, including but not limited to any warranty as to their performance, merchantability, or fitness for any particular purpose. This map is not a substitute for accurate field surveys or for locating actual property lines and any adjacent features. Date: 6/30/2025 ± 0 840420 ft Jefferson County, WA Scale: 1:9,028 These data are provided on an "AS-IS" basis, without warranty of any type, expressed or implied, including but not limited to any warranty as to their performance, merchantability, or fitness for any particular purpose. This map is not a substitute for accurate field surveys or for locating actual property lines and any adjacent features. Date: 6/30/2025 ± 0 840420 ft Jefferson County, WA Scale: 1:9,028 These data are provided on an "AS-IS" basis, without warranty of any type, expressed or implied, including but not limited to any warranty as to their performance, merchantability, or fitness for any particular purpose. This map is not a substitute for accurate field surveys or for locating actual property lines and any adjacent features. Date: 6/30/2025 ± 0 840420 ft Jefferson County, WA Scale: 1:9,028 These data are provided on an "AS-IS" basis, without warranty of any type, expressed or implied, including but not limited to any warranty as to their performance, merchantability, or fitness for any particular purpose. This map is not a substitute for accurate field surveys or for locating actual property lines and any adjacent features. Date: 6/30/2025 ± 0 840420 ft Jefferson County, WA Scale: 1:9,028 These data are provided on an "AS-IS" basis, without warranty of any type, expressed or implied, including but not limited to any warranty as to their performance, merchantability, or fitness for any particular purpose. This map is not a substitute for accurate field surveys or for locating actual property lines and any adjacent features. Date: 6/30/2025 ± 0 840420 ft Jefferson County, WA Scale: 1:9,028 These data are provided on an "AS-IS" basis, without warranty of any type, expressed or implied, including but not limited to any warranty as to their performance, merchantability, or fitness for any particular purpose. This map is not a substitute for accurate field surveys or for locating actual property lines and any adjacent features. Date: 6/30/2025 ± 0 840420 ft Jefferson County, WA Scale: 1:9,028 EXHIBIT S