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HomeMy WebLinkAboutPermit D18-0373 - WILLIAMS RESIDENCE - STUDIOWILLIAMS RESIDENCE 16660 53RD AVE S EXPIRED 11/15/2022 D18-0373 Permit Inspection Report City of Tukwila Permit Number: D18-0373 Description: WILLIAMS RESIDENCE Applied: 11/26/2018 Approved: 2/21/2019 Site Address: 16660 53RD AVE S Issued: 5/10/2019 Finaled: City, State Zip Code:TUKWILA, WA98188 Status: ISSUED Parent Permit: Parent Project: Details: Applicant: WILLIAMS RESIDENCE Owner: WILLIAMS VICTOR+RUSSELL Contractor: TOP RUNG CONVERT AN EXISTING HALF WALL DECK WTH STEEL ROOF INTO A STUDIO WITH A FINISHED WALL AND A WOOD AND SHINGLES ROOF. Ig.tt7 Q- Q►..n;a -GT O S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 8/20/2019 AM 8/20/2019 FOOTING Lee Sipe APPROVED 494439 Notes: 9/18/2019 AM 9/18/2019 UNDERFLOOR FRAMING Lee Sipe APPROVED 483787 Notes: Approved- underfloor framing 2nd floor. 9/18/2019 AM 9/18/2019 WALL SHEATHING_SHEAR Lee Sipe APPROVED 491089 Notes: 9/18/2019 AM 9/18/2019 FRAMING Lee Sipe NOT APPROVED 494582 Notes: NOT READY 9/18/2019 AM 9/18/2019 ROOF SHEATHING Lee Sipe APPROVED 48285 Notes: 5/28/2020 AM 5/28/2020 ROOF —CEILING INSUL Darrin Graham PARTIAL APPROVAL 355386 Notes: STUDIO INSULATION APPROVED/ CALL FOR RE -INSPECTION WHEN OFFICE ADDITION IS INSULATED CONTACT CITY OF TUKWILA IN REGARDS TO OFFICE AREA STUDIO INSULATION APPROVED/ CALL FOR RE -INSPECTION WHEN OFFICE ADDITION IS INSULATED CONTACT CITY OF TUKWILA IN REGARDS TO OFFICE AREA 5/24/2021 PM 5/24/2021 ROOF —CEILING INSUL Darrin Graham APPROVED 2063720592 Notes: Roof /ceiling approved level 1 and 2 Permit Inspection Report City of Tukwila 11/16/2021 PM 11/16/2021 WALL INSULATION Bill Centen Notes: 1. Wall insulation has been installed without framing approval. NOT APPROVED 2063720592 vJ{LAh, 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 Russell Williams 3811 W Mercer Way Mercer Island, WA 98040 RE: Request for Extension #1 Permit Number D18-0373 Dear Mr. Williams, This letter is in response to your written request for an extension to Permit D 18-0373. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 16, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0373 Bill Rambo From: Sent: To: Subject: Hi Bill, Russell Williams <rustyw@flyinglab.com> Monday, February 3, 2020 2:00 PM Bill Rambo RE: D18-0373 We're still running slower than I anticipated. Can we extend the permit for another two months to 4/16/20? At that point we should be largely finishing up except potentially the siding. -R From: Russell Williams Sent: Monday, November 4, 2019 2:09 PM To: Bill Rambo <Bill.Rambo@TukwilaWA.gov> Subject: RE: D18-0373 Ah, I didn't realize that. Thank you for letting me know! -R From: Bill Rambo <BiII.Rambo@TukwilaWA.Bov> Sent: Monday, November 4, 2019 2:08 PM To: Russell Williams <rustyw@holospark.net> Subject: D18-0373 Russell, RECEIVED CITY OF TUKWILA FEB 0 4 2020 PERMIT CENTER This permit does not need to be extended by request. Lee Sipe performed the following inspections on 9-18-19; Framing (approved), Roof Sheathing (approved), Underfloor Framing (approved), Wall Sheathing (approved). The new expiration date because of these inspections is 2-16-20. Bill CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for PermitiExLension # 1 Current Expiration Date: (9 -010'10 `' Extension Request: "1� Approved for days __1 Denied (provide explanation) Signature%Initials City of Tukwila Department of Community Development 1/2/2020 RUSSELL WILLIAMS 3811 W MERCER WAY MERCER ISLAND, WA 98040 RE: Permit No. D18-0373 WILLIAMS RESIDENCE 16660 53RD AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/16/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/16/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0373 -"bgn-,4 a EFil 1IT COORD COP? c:3 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 07/16/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53" AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division IAN NAPS 1 1 I \ Public Works PRELIMINARY REVIEW: NtA 14- Fire Prevention Structural la) Al2 Planning Division Permit Coordinator . DATE: 07/18/19 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/15/19 Notation: REVIEWER'S INITIALS: Permit, Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: -No City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp://www.TukwilaWA.,ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:I I 1.01'9 Plan Check/Perrnit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # Si after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: A 5 > it 1'tMi i cr.),s Summary of Revision: Adel? q door +b k90-14t.M 5e cab.-, • PF-a(al ,eo( 4 t,,/ (in I o cJ --z toa -40,4 5e c4 `,3,-, )e So/v, e (4- -i-he QC75-ham1 I M e �cs S 14 b c)4 C O0 C-llrte-ee 'Was +q k CUT eviolo so e t` e r -err; a 1, r t) e pet e fir- RECEIVED CITY OF TUKWILA JUL 16 2019 PERMIT CENTER P �2 ; I I r R sv).f %Q-e 5 d t0 , L e_ 16660 5.3�/gutS Phone Number: . co/01.5 5ro yy Ski I Lv `i-hi ct Sheet Number(s): 5 " / "Cloud" or highlight all areas of revis? n inclua'ing date of evision Received at the City of Tukwila Permit Center by Fi+ t/,' G(l u I (�J Entered in TRAKiT on %- i (- / 9 19�s City of Tukwila Department of Community Development 4/1/2019 RUSSELL WILLIAMS 3811 W MERCER WAY MERCER ISLAND, WA 98040 RE: Permit Application No. D18-0373 WILLIAMS RESIDENCE 16660 53RD AVE S Dear RUSSELL WILLIAMS, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 11/26/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 5/26/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, andace Nichols Permit Technician File No: D18-0373 /7 j uPERMIT COORD COP''Q PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 2/08/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division n Permit Coordinator II DATE: 2/14/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 3/14/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suitb #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a Plan Check/Permit Number: D18-0373 ❑ Response to Incomplete Letter # • Response to Correction Letter # _2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: WILLIAMS RESIDENCE Project Address: 16660 53RD AVE S Contact Person: J (i 5 5( I( W 1\ go/ Summary of Revision: Phone Number: ao9-A-os9) in 5 ,4 114 j f c c eel o.' 0 cols / p- t (-e Vt L l .i 5" or-‘5 P cc' Ac-e T RECEIVED CITY or TUKWILA FEB 0 8 1U19 PERMIT CENTER Sheet Number(s): A - ? ll S - 3 ' "Cloud" or highlight all areas of revision intruding date of revision Received at the City of Tukwila Permit Center by: 3 S Entered in TRAKiT on o ESGDESIGN February 5, 2019 Mr. Allen Johannessen City of Tukwila 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 RE: Williams Residence Addition, 16660 53rd Ave S. PROJECT #D18-0373 Correction Notice #2 Response Eh Grassley, Regarding the above referenced project currently under permit review, this letter is being provided to address the submitted permit review comments dated 1/22/2019 as follows: Building Comments: 1) Please clarify wall insulation and revise heating system calculations as necessary. Response: Existing exterior walls in this home are 2x4, thus R-15 insulation has been specified on the plans. Energy calculations worksheets revised as necessary. See revised plan sheets A-2, E-5, S-3. 2) Specity unfaced (UF) insulation or sheathing over paper faced insulation. Response: Unfaced OF insulation has been specified, see revised plan sheets A-2 and S-3. If you have any questions or would like additional information on any of the above items, please feel free to contact us. Regards, Eli S. Grassley, PE ESG Design ENGINEERED STRUCTURES GLOBAL DESIGN ESG Design, PLLC - 122.540 202nd PL SE, Issaquah, WA 98027 CORRECTION RECEIVED CITY OF TUKWILA FEB 0 8 2019 PERMIT CENTER engineer@esg-design.com 206-660-2044 City of Tukwila Allan Ekberg, Mayor Department of Community Development January 22, 2019 RUSSELL WILLIAMS 3811 W MERCER WAY MERCER ISLAND, WA 98040 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 18-0373 WILLIAMS RESIDENCE - 16660 53RD AVE S Jack Pace, Director Dear RUSSELL WILLIAMS, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (BUILDING REVIEW NOTES) 1. Plan specifies R-21 in 2x4 walls. R -15 is allowed in 2x4 walls or the plan could specify adding 2" to the exterior wall studs to allow R-21 for 2x6 walls. This also would have an affect on the energy calculations for the heating system. Please clarify and revise heating system calculations as necessary. 2. The plan specifies insulation in walls below the floor. Specify unfaced (UF) insulation or show sheathing over paper faced insulation as exposed paper faced insulation is a fire hazard. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Jazzel Salzar Permit Technician File No. D18-0373 qRMIT COORD CO!''( PLAN REVIEW/ROUTING SLIF PERMIT NUMBER: D18-0373 DATE: 1/15/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: PJ Co t-4-1-- l' Building Division II Public Works Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 1/17/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) Notation: Approved with Conditions DUE DATE: 2/14/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: Date: O O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: I g — a 3 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: 1 6 6 6 0 5 3 ri t 1Q vt S? T'kA f"C 1,,,;•/ q c18� X Contact Person: Rvr55? II <11; u S Phone Number: 2O6-3 "3--- Os- 9) Summary of Revision: -e a-}-- -a c L -6/ 1-e -1- J ..l ..�, °F r MN152019 Sheet Number(s): 14 a, ,fagS 3- A- "Cloud" or highlight all areas of revision including date of revision ceived at the City of Tukwila Permit Center by: Entered in TRAKiT on \ I\ ESGDESIGN January 7, 2019 Mr. Bill Rambo City of Tukwila 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 RE: Williams Residence Addition, 16660 53rd Ave S. PROJECT #D18-0373 Correction Notice #1 Response Eli Grassley, P.E. Regarding the above referenced project currently under permit review, this letter is being provided to address the submitted permit review comments dated 12/6/2018 as follows: General Comments: a) Plan Submittals: All sheets submitted for this permit are sized at 22x34. These sheets are intended to supersede the prior 11x17 drawings. Please disregard the 11x17 drawings. b) Stamp & Signature: All structural (S-series) drawings in the new 22x34 submittal set have been stamped by the Engineer of Record on this project. Likewise the structural calculation package. Building Comments: 1) Provide ceiling height dimension. Response: Finished ceiling height dimensions have been added to floor plan sheet A-2 and building sections sheet 53. 2) Provide clarification to show or clarify how condensation shall not accumulate between the roof rafters or show a method for ventilating the roof system. Response: Refer to architectural Project Energy Note 3 on sheet A-2. Proposed vaulted roof at addition will be Un-Vented (sealed). See framing sections, sheet 53, for sealed insulation details. 3) Provide clarification for insulation below the roof deck. Response: Vaulted roof insulation details are specified in wall sections, sheet 53. The details call for 5-1/4" of cc5PF insulation (R = 6.5 per inch), and 2" ofXPS insulation (R = 5.0 per inch). Total insulation value is equivalent to R-44. 4) Specify 5/8" type X GWB on the garage ceiling and all supporting members. Provide specification for potential penetrations to comply with one -hour fire separation. Response: Requested fire specifications have been added to sheets A-2 and sections on S3. ENGINEERED STRUCTURES GLOBAL " DESIGN ESG Design, PLLC - i2540 202 d PL SL, Issaquah, !r, 98027 RECEIVED CITY OF TUKWILA engineer©esg-design.cort'i^N'0-2044 0 ESGDESIGN EliGrassley, RE, 5) Provide clarification for the ventilation fan indicated and specify its method of operations and how it complies with 2015 IMC. Response: Ventilation fan for new studio addition has been designed as a "whole house continuously operating fan" in conformance with WSEC prescriptive guidelines, and IRCsection M1507.3.4. Refer to attached WSEC worksheet for fan sizing information. Revised fan size (90-cfm), and installation specifications, have been added to sheet A-2 6) Please clarify roof and floor rafter framing attachment. Response: Clarification of framing attachments are descr/bed as follows New Floor Joists New 2x10joists will be installed between existing double-2x10s as shown on floor framing plan 52. Joists will be connected to the house main floor rim joist with ledger attachment and face mount joist hangers as shown in structural section 1b/53 'Modified Wall Framing" New Roof Rafters: New L VL rafters will be installed adjacent to existing 2x rafters as shown on roof framing p/an 52. Rafters will be hung to existing 2x truss blocking panels with new face mount rafter hangers as shown in structural section 1b/53 Modified Wall Framing." New Ceiling Joists: New 2x ceiling joists will be installed by sistering to existing main house roof truss tails, as shown in structural section 1b/53 'Modified Wall Framing." If you have any questions or would like additional information on any of the above items, please feel free to contact us. Regards, Eli S. Grassley, PE ESG Design ENGINEERED • STRUCTURES * GLOBAL * DESIGN 0 City of Tukwila Department of Community Development December 06, 2018 RUSSELL WILLIAMS 3811 W MERCER WAY MERCER ISLAND, WA 98040 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0373 WILLIAMS RESIDENCE - 16660 53RD AVE S Dear RUSSELL WILLIAMS, 0 Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide ceiling height dimensions. 2. Plan specifies no ceiling ventilation, assuming roof rafter ventilation. Provide clarification to show or clarify how condensation shall not accumulate between the roof rafters or show a method for ventilating the roof system. 3. The plan specifies prescriptive method for R-38 roof insulation. However, the roof specifies 2" R-5 and R-6.5 which only adds up to R-11.5. Provide clarification for insulation and ventilation below the roof deck. Insulation shall total R-38 for flat roofs. An end detail showing the existing rafters and new would help to show how insulation shall be installed between the new and existing rafters. 4. Specify 5/8" type X GWB on the garage ceiling and all supporting members. Provide specification for potential penetrations and complying with one -hour separation. 5. Provide clarification for the ventilation fan indicated and specify its method of operation and how it complies with 2015 IMC Section 403.8 WSA. 6. The plan shows rafters on hangers where it appears the existing floor rafter's location would prevent proper nailing for some of the new hangers to the new rafters. Also, it appears to have the same conflicts with existing roof rafters and rafter tails. Please clarify. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0373 C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 11/26/18 before Permit Issued after Permit Issued DEPARTMENTS: Cd;. tI-.)-1--f W Building Division rPublic Works Pry 01r Fire Prevention Structural n t»s M 1)- Y-i Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 11/27/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/25/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bld_ d Fire ❑ Ping ❑ PW ❑ Staff Initials: ESGDESIGN BILE Eh Grassley, STRUCTURAL CIALCULATIONS FOR 1Vlilliams Remodel Tukwila, kVA PREPARED BY: 56 2516N, I LC October 18, 2018 ENGINEERED • STRUCTURES • GLOBAL • DESIGN REVI`tiJED FCli CODE CO,U;PLIANCE APPROVED FEB 15 2019 City of Tukwila BUILDING DIVISION 10-18 2018 RECEl\'Er) CITY OF TUKVALA NOV 26 2018 ESG Design, PLLC - 12540 202nd PL SE, Issaquah, WA 98027 engineer@esg-design.com PER "Toc LATER ENGINEERED STRUCTURES GLOBAL DESIGN, PLLC ESGDESIGN Project: Williams Remodel Description: Permit review structural analysis & framing plan set for as -built permit of existing main floor addition/remodel. Tukwila, WA IRC 2015 Location: Code:: STRUCTURAL LOADING SUMMARY Vertical Loads: Lateral Loads: Ground SN = Roof SN = Roof DL = Floor LL = Floor DL = 25 PSF 25 PSF 12 PSF 40 PSF 15 PSF Wind Load = 15 PSF = 1120# Seismic Load = 1.8 PSF = 1390# Addition meets prescriptive design guidelines of 2015 WFCM Williams Remodel ENGINEERED STRUCTURES GLOBABL DESIGN, PLLC New Floor Joists WWW.ESG-DESIGN.COM BeamChek v2018 licensed to: Jenniferann Martin Reg # 2999-68483 Williams Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Floor Joist Prepared by: JAM Date: 10/04/18 2x 10 HF #2 Lu = 1.0 Ft NDS 2015, Repetitive Use Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5) DL Defl= 0.17 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 16.0 ft 0# 0# 1600 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 320 # 400 # 400 # 361 # L / 305 L/419 Reaction 2 LL Reaction 2 TL 320 # 400 # Section (in') Shear (in2) TL Defl (in) LL Defl 21.39 18.07 OK 84% 13.88 3.61 OK 26% 0.63 0.80 OK 79% 0.46 0.53 OK 86% Fb (ps Fv (psi) E (psi x mil) Fc I (psi Reference Values 850 Adjusted Values 1063 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.15 1.00 150 1.3 150 1.3 1.00 N/A 1.00 1.00 405 405 1.00 CI Stability 0.9884 Rb = 10.08 Le = 2.06 Ft Uniform LL: 40 Uniform TL: 50 = A Uniform Load A R1 = 400 R2 = 400 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. FORTE PASSED 0 MEMBER REPORT Level, Roof: Flush Beam 1 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL overall Sloped Length All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 0 Design Results Actual @ Location -' - Allowed ' Result LOF Load: Combination (Pattern) Member Reaction (Ibs) 520 @ 16' 5 1/2" 1969 (1.50") Passed (26%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 483 @ 15' 10 5/8" 2772 Passed (17%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs) 2094 @ 8' 4 3/4" 4091 Passed (51%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Deft. (irr) 0.775 @ 8' 4 3/4" 0.850 Passed (L/263) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.999 @ 8' 4 3/4" 1.133 Passed (L/204) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Birdsmouth cut has not been analyzed. • Top Edge Bracing (W): Top compression edge must be braced at 14' 6" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 4" o/c unless detailed otherwise. Dearing Length Loadsto Supports (Ibs) Accessories Supports Total Available Required Dead :.Snow Total , 1 - Birdsmouth - HF 5.50" 5.50" 1.50" 121 420 541 Blocking 2 - Hanger on 7 1/4" HF beam 3.50" Hanger' 1.50" 119 418 537 See note I • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports. the Total Bearing dimension is equal to the width of the material that is supporting the hanger • I See Connector grid below for additional information and/or requirements. Williams Remodel - New Roof Rafters System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 4/12 Connector: Simpson Strop -Tie Connectors Support IMgtlel Seat Length: , . Top Nails .:;; Face Nails- Member Nails Accessories 2- Face Mount Hanger Connector not found N/A N/A N/A N/A Loads = Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 16' 5 1/2" N/A 3.7 1 - Uniform (PSF) 0 to 16' 9" 2' 5.0 25.0 Roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator ................ Forte Software Operator Je:irifer M.ortin ESGDescin (303) 995-1098 SUSTAINABLE FORESTRY INITIATIVE 10/4/2018 9:58:17 AM Forte v5.4. Design Engine: V7.1.1.3 ENGINEERED STRUCTURES GLOBABL DESIGN, PLLC WWW.ESG-DESIGN.COM BeamChek v2018 licensed to: Jenniferann Martin Reg # 2999-68483 co Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Typical header at roof Prepared by: JAM Date: 10/04/18 (2) 2x 8 HF #2 Lu = 1.0 Ft NDS 2015 Min Bearing Area R1= 3.0 in2 R2= 3.0 in2 (1.5) DL Defl= 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 5.29 # 32 # 1824 '# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 960 # 1216# 1216 # 971 # L/684 L / 957 Reaction 2 LL Reaction 2 TL 960 # 1216 # Section (in') Shear (in2) TL Defl (in) LL Defl 26.28 21.50 OK 82% 21.75 9.71 OK 45% 0.11 0.30 OK 35% 0.08 0.20 OK 38% Fb (psi) Reference Values 850 Adjusted Values 1018 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 Fv (psi) 150 150 1.00 N/A 1.00 E (psi x mil) 1.3 1.3 1.00 Fc (psi) 405 405 1.00 CI Stability 0.9982 Rb = 4.46 Le = 2.06 Ft Uniform LL: 320 Uniform TL: 400 = A Uniform Load A R1 = 1216 R2 = 1216 SPAN =6FT Uniform and partial uniform loads are lbs per lineal ft. Engineered Structures Global Design www.esg-design.com BeamChek v2013 licensed to: ENGINEERED STRUCTURES GLOBAL DESIGN, PLLC Reg # 4151-64740 WILLIAMS REMODEL EXTERIOR WALL ANALYSIS Prepared by: ESG Date: 11/15/18 Combined Axial and Bending on Wind Loaded Solid Sawn Dimensional Wood Stud Wall Selection 2x 4 Hem -Fir #2 @ 16 in. o.c. Status: Adequate Conditions NDS 2012, Repetitive Use, Wind Duration of Load = 1.6, Axial Duration of Load = 1.15 Assumed full lateral bracing of narrow dimension (breadth) by sheathing or blocking. Data Stud wall Ht = 8 ft Unbraced D = 96 In. Eff. Length Le = 96 In. Stud Area = 5.25 In 2 Sec Modulus = 3.06 In' Wind Moment = 160 ft/Ibs Attributes Le/d Actual Critical Status Ratio Wind C Unif -- PSF Loads Load per Stud Axial Load: Uniform 782 PLF 1043 Lbs Axial Load: Point 0 LBS 0 Lbs R= 1043 Lbs Distance upward: Beg End Wind A Unif 15 PSF 0 8 A= 20.0 PLF Wind B Unif -- PSF B= PLF C= PLF Axial psi Bend psi Interaction 27 199 627 0.60 50 419 3816 1.00 Ok Ok Ok Ok 54% 47% 16% 60% Axial (gravity) load: Wind Loads Stud Height End Beg End Beg End C -> B -> A -> Beg 0 R Loads B and C are optional. Values Base Values Base Adjusted Size Factor CF Duration Cd Stability CL, Cp Repetitive Cr Factors Ke = 1.000 c = 0.800 Rb = 12.22 Kce = 0.300 Kbe = N/A Fce = 519 Fbe = 3816 Fb psi Fc ll psi E psi x mil 850 1300 1.3 2346 481 1.3 1.5 1.60 1.0 1.15 1.15 1.15 0.28 2015 Residential Energy & Ventilation Compliance Form Whole House Ventilation (Prescriptive) IRC Sec M1507.3 Whole -House Ventilation Whole -house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.7. Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using. Indicate Continuous or ❑Intermittent and provide Run Time % ; (see Table M1507.3.3(2)) *1. Whole House Ventilation Using Exhaust Fans & Outdoor Air Inlets or Operable Windows. (M1507.3.4) ❑ 2. Whole House Ventilation Integrated with a Forced Air System. (M1507.3.5) ❑ 3. Whole House Ventilation using a Supply Fan. (M1507.3.6) ❑ 4. Whole House Ventilation Using a Heat Recovery Ventilation System (M1507.3.7) TABLES FOR USE WITH CALCULATING WHOLE HOUSE VENTILATION OPTIONS TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS IL DWELLING UNIT FLOOR AREA (spurn, ) NUMBER OF BEDROOMS 0 —1 2— 3 4 0— 7 > Airflow In CPU < 1,500 30 45 60 75 90 1,501- 3,000 45 60 75 90 105 j 3,001- 4.500 60 75 �1 11 105 120 4,5011- 6,000 75 90 105 120 - 135 6,001 - 7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 For SI: 1 stlttare foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 TABLE M1507.3A2) INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS" RUN -TUNE PERCENTAGE 1N EACH 4-HOUR SEGMENT 25% 339E 50`Ye 6696 75% 1009E Factor' 4 3 2 1.5 1.3 1.0 a. For ventilation system run time values between those given, the factors are pemiitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. See modified Tables M1507.3.3(1) implementing intermittent fa Table M1507.3.3(2)—on next page. • Supply Fan Tested at 0.40" W.G. Specified Volume from Table M1507.3.3(1) Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter ) 50 - 90 CFM 4 inch 5 inch 90 - 150 CFM 5 inch 6 inch 150 - 250 CFM 6 inch 7 inch 250 - 400 CFM 7 inch 8 inch Source Specific Exhaust Ventilation Required in each kitchen, bathroom, water closet compartment, laundry room, indoor swimming pool, spa and other rooms where water vapor or cooking odor is produced. vli:V;+,ED FGR CODE COMPLIANCE APPROVED TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTED EXHAUST RATES Kitchens 100 cfm intermittent or 25 ofcn contin- uous Bathrooms -Toilet Rooms Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous For SI: 1. cubic foot per minute 0.0004719 m3/s. FEB 15 2019 City of Tukwila BUILDING DIVISION E RE`e.rEI )' L) CITY OF T1.iKWWiL.,. JAN 1 5 2019 PERMMMIT CENTER t City of Tukwila Department of Community Development 10/4/2021 RUSSELL WILLIAMS 3811 W MERCER WAY MERCER ISLAND, WA 98040 RE: Permit No. D18-0373 WILLIAMS RESIDENCE 16660 53RD AVE S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/20/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/20/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Elisa Villegas Permit Technician File No: DI8-0373 r T) c Balance Due: $ 7 Q • Revision No. Need current Contractor Registration from Contractor ❑ Yes ❑ No Enter or Update Contractor Information in TRAKiT ❑ Yes ❑ No Attach Contractor Information to Permit ❑ Yes ❑ No Need Current City of Tukwila Business License ❑ Yes ❑ No Notified Contact Person Date ` Staff Initials teu.s$ eLf tila.,4 s- -21)4 - 3 -7a _osyZ )7 lc( I c . o4 PROJECT NAME: t(J,'4'a,p is s;am PERMIT NO: iDi - Qc373 SITE ADDRESS: Ho& D S'3"' Alic $ ORIGINAL ISSUE DATE: $-/O-/9 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS / -1- /% /9 it/ Summary of Revision:Added do/jr a -Ad e,J;neredous r1C JQI CenC te. Received by: y 55 i' f) 1--v' i Ili ` q ivo REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 07/16/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works 1 Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator DATE: 07/1.8/19 Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: __py l GfGtc�f1 �?i! 3-7u0,,prav7 DATE: DUE DATE: 08/15/19 REVIEWER'S INITIALS: DATE: / 7 r Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 07/16/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review •equired) REVIEWER'S INITIALS: 4/1^-51 ( DATE: 07/18/19 Structural Review Required DATE: 7-1 APPROVALS OR CORRECTIONS: DUE DATE: 08/15/19 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Q PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 07/16/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Planning Division Permit Coordinator DATE: 07/18/19 • Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/15/19 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: AA DATE: I — I Cl Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 07/16/19 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53" AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works at Fire Prevention Structural El PRELIMINARY REVIEW: Not Applicable 17- (no approval/review required) REVIEWER'S INITIALS: Oichtx Planning Division Permit Coordinator DATE: 07/18/19 Structural Review Required DATE: 1//•'1 / 19 APPROVALS OR CORRECTIONS: Approved Corrections Required El Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/15/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: C City of Tukwila Department of Community Development /=u 6300 Southcenter Boulevard, Suite #100 /� Tukwila, Washington 98188 $ Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Kov Parcel No: Address: 8858800075 16660 53RD AVE S Project Name: WILLIAMS RESIDENCE DEVELOPMENT PERMIT Permit Number: D18-0373 Issue Date: 5/10/2019 Permit Expires On: 11/6/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WILLIAMS VICTOR+RUSSELL 3811 W MERCER WAY, MERCER ISLAND, WA, 98040 RUSSELL WILLIAMS 3811 W MERCER WAY, MERCER ISLAND, WA, 98040 TOP RUNG 25924 78TH AVE S , KENT, WA, 98032 TOPRUC821N7 Phone: (206) 372-0592 Phone: Expiration Date: DESCRIPTION OF WORK: CONVERT AN EXISTING HALF WALL DECK WTH STEEL ROOF INTO A STUDIO WITH A FINISHED WALL AND A WOOD AND SHINGLES ROOF. Project Valuation: $100,950.80 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,635.86 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 5'/D ( 9 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: c v vV v /)r__/ I/l,s 5 /L,v / / Date: c// 64a1/5 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: Any material spilled onto any street shall be cleaned up immediately. 3: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 4: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 5: ***BUILDING PERMIT CONDITIONS*** 6: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 7: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwila W A.sov Building Permit No. Ij ►� : Project No. t / Date Application Accepted: Date Application Expires: (For o ce use; onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 885880-0075-09 Site Address: 16660 53rd Ave S, Tukwila WA 98188 Tenant Name: Victor Williams Suite Number: New Tenant: PROPERTY OWNER Name: Russell and Victor Williams Address: 3811 W Mercer Way City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Russell Williams Address: 3811 W Mercer Way City: Mercer Island State: WA Zip: 98040 Phone: 206-372-0592 Fax: Email: rustyw@holospark.net GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: ❑ Yes ❑..No ARCHITECT OF RECORD Company Name: ESG Design Architect Name: Eli Grassley Address: 12540 202nd PI SE City: Issaquah State: WA Zip: 98027 Phone: 206-660-2044 Fax: Email: engineer@esg-design.com ENGINEER OF RECORD Company Name: ESG Design Engineer Name: Eli Grassley Address: 12540 202nd PI SE City: Issaquah State: WA Zip: 98027 Phone: 206-660-2044 Fax: Email: engineer@esg-design.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: BUILDING PERMIT INFORMAT.IvN — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Describe the scope of work (please provide detailed information): Convert an existing half wall deck with a steel roof into a studio with a finished wall and a wood and shingles roof. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 264,000 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 3480 760 2"d Floor 3rd Floor Floors 1 thru Basement 6780 Basement 3300 Accessory Structure* Attached Garage 760 Detached Garage Attached Carport Detached Carport Covered Deck 760 Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 3574 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 4 Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. PUBLIC WORKS PERMIT INFMATION- 206-433-0179 Name: Scope of Work (please provide detailed information): Convert an existing half wall deck with a steel roof into a studio with a finished wall and a wood and shingles roof. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ® ...Tukwila ❑ ...Water District #125 O ...Water Availability Provided Sewer District ® ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer O ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 1 ®...Water 0...Sewer Monthly Service Billing to: Name: Victor Williams 0 ...Sewage Treatment Mailing Address: 16660 53rd Ave S Water Meter Refund/Billing: Victor Williams Mailing Address: 16660 53rd Ave S Day Telephone: 206-512-5768 Tukwila City WA 98188 State Zip Day Telephone: 206 512 5768 Tukwila WA 98188 City State Zip ON NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNERAUTHORIZED A T: f Signature: Date: �647D%� Print Name: Russell Williams Day Telephone: 206-372-0592 Mailing Address: 3811 W Mercer Way Mercer Island City WA 98040 State Zip t cJ f am Balance Due: $ Q 602g 03 Revision No. Need current Contractor Registration from Contractor ['Yes ❑ No Enter or Update Contractor Information in TRAKiT Les ❑ No Attach Contractor Information to Permit ICI yes ❑ No Need Current City of Tukwila Business License "Yes ❑ No Notified Contact Person Date Staff Initials Tvss-e '1 4) i IN rns g-7)-1- 11 0)-0(- 372- osq PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S Original Plan Submittal Revision # DATE: 2/08/19 X Response to Correction Letter # 2 . Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division 1111 Public Works Fire Prevention Structural n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator DATE: 2/14/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Condition Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 3/14/19 a( 2% REVIEWER'S INITIALS:C771 DATE::..21 1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping [] PW ❑ Staff Initials: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53 AVE S Original Plan Submittal Revision # X Response to Correction Letter # 1 Revision # DATE: 1/15/19 before Permit Issued after Permit Issued DEPARTMENTS: Building Division 1111 Public Works Fire Prevention n Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator DATE: 1/17/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 2/14/19 n n Notation: REVIEWER'S INITIALS: DATE: - / 7-7 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: V J Q PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S X Original Plan Submittal _ Response to Correction Letter #_ _ Revision # Revision # DATE: 11/26/18 before Permit Issued after Permit Issued DEPARTMENTS: Building Division NI Public Works n Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable n (no approval/review required) Planning Division Permit Coordinator DATE: 11/27/18 n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Review n Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/25/18 Notation: REVIEWER'S INITIALS: DATE: 111-'11�(a Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 11/26/18 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S X Original Plan Submittal _ Response to Correction Letter #_ _ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division n Public Works n Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review rq'quired) REVIEWER'S INITIALS: DATE: 11/27/18 Structural Review Required DATE: i /J `123 n APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) (corrections entered in Reviews) Approved with Conditions DUE DATE: 12/25/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW/:ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 11/26/18 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S X Original Plan Submittal _ Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works MINIM Fire Prevention n Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: DUE DATE: 12/25/18 DATE: 11/27/18 Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: 4\(\)6 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Q PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0373 DATE: 11/26/18 PROJECT NAME: WILLIAMS RESIDENCE SITE ADDRESS: 16660 53RD AVE S X Original Plan Submittal _ Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division n Public Works Igh Fire Prevention Structural n Planning Division n Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE 12/25/18 Approved with Conditions rvr Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: 1‘2-g[i Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Cash Register Receipt City of Tukwila DESCRIPTIONS 6660 53RD AVE' ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18157 ACCOUNT n: 8858800075 R000.345.830.00.00 QUANTITY 1.00 PAID $70.00 $70.00 Date Paid: Monday, July 22, 2019 Paid By: RUSSELL WILLIAMS Pay Method: CHECK 1017 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,628.03 D18-0373 Address: 16660 53RD AVE S Apn: 8858800075 $1,628.03 DEVELOPMENT $1,550.50 PERMIT FEE R000.322.100.00.00 0.00 $1,550.50 TECHNOLOGY FEE $77.53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17625 R000.322.900.04.00 0.00 $77.53 $1,628.03 Date Paid: Friday, May 10, 2019 Paid By: RUSSELL WILLIAMS Pay Method: CHECK 1015 Cash Register Receipt City of Tukwila DESCRIPTIONS Apn: 8858800075 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15898 R000.345.830.00.00 QUANTITY I PAID 0.00 $1,007.83 $1,007.83 $1,007.83 Date Paid: Tuesday, November 27, 2018 Paid By: WILLIAMS VICTOR+RUSSELL Pay Method: CHECK 1059 Home Espa; of Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&1 1 Q Search A-ZIndex Itelt) v7YLRd Workplace Rights Trades & Licensing TOP RUNG CONSTRUCTION COMPANY Owner or tradesperson Principals SERRATO, ROBERT GREGORY, MANAGER GILMER, GARY STEVEN, MEMBER PATNODE, TERRY MARK, MEMBER Doing business as TOP RUNG CONSTRUCTION COMPANY WA UBI No. 604 309 266 25924 78TH AVE S KENT, WA 98032 253-893-1101 KING County Business type Corporation Governing persons GARY S GILMER TERRY M PATNODE; ROBERT G SERRATO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TOPRURC821N7 Effective — expiration 08/27/2018— 08/27/2020 Bond Contractors Bonding & Insurance Co Bond account no. SG8779 $12,000.00 Received by L&I Effective date 08/27/2018 08/17/2018 Expiration date Until Canceled Insurance Peleus Insurance Company $1,000,000.00 Policy no. 103 GL 0025413-00 Received by L&I Effective date 08/31/2018 09/01/2018 Expiration date 09/01/2019 Insurance history in 10040TG R-3 ADD 5/8" GWB ADD NEW ENTRY DOOR tut SIDE LIGHTS HEADER PER 5-2 46' • ADD 5/8" TYPE-X GWB TO UNDERSIDE OF FLOOR FRAMING • ALL WALL PENETRATIONS TO BE 1-HR FIRE RATED 1-HR RATED FIRE DOOR, WITH SELF -CLOSING ARM EXISTING LONER FLOOR PLAN R-2 14' 60' EXISTING GARAGE 45'-1" X 15'-6" CEILING HEIGHT = 8'-4" (FIELD VERIFY) EXISTING BASEMENT 75'-0" X 43'-8" SCALE: 1/4" = 1' L-f I ADD NEW WINDOW HEADER PER 5-2 ADD 5/8" GWB <NIP' R-1 E 5'-2„ < 4' 404004 w 12'-9 1/2" 7 4666 46' 26'-8" STUDIO ADDITION 45'-2" X 15'-1" CEILING HEIGHT = 1'-8" (FIELD VERIFY) EXISTING HOUSE 59'-0" X 24'-3" PROPOSED MAIN FLOOR PLAN 13'-1 1/2" 2666 2'-8" 6' < 41-2" 6050DH R-1 (INFILL EXISTING DOOR OPENING) ✓ :o 1 in 111-9" PROVIDE NEW HEAT PUMP WATER HEATER TANK WITH MINIMUM EFFICIENCY RATING, EF = 2.0 STRAP TANK TO WALL PER LOCAL BUILDING CODES. SCALE: 1/4" = 1' < N ` UP- 16' PRESCRIPTIVE ENERGY CODE REQUIREMENTS: TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHT' U-FACTOR 0.50 GLAZED FENESTRATION SHGCb. a NR CEILING R-VALUEk 38 (vaulted) WOOD FRAME WALLS' min R-VALUE 15 exist / 21 new Mass Wall R-Value' 11,n11 FLOOR R-VALUE 30g SEPARATE PERMIT REa4JIRED FOR. may/ Mechanic& IEl Electrical /Plumbing •0 Gas Piping City of Tukwila BUILDING DIVISION PROJECT ENERGY NOTES- 1. PROPOSED NEW STUDIO ADDITION CEILING/WALLS/FLOOR TO BE INSULATED PER THE PRESCRIPTIVE ENERGY CODE NOTES IN THE TABLE ABOVE. 2. EXTEND EXISTING WHOLE HOUSE HVAG SYSTEM INTO PROPOSED STUDIO ROOM. HEATING SYSTEM SHALL BE RATED FOR THE FOLLOWING BTU CAPACITY: 1640 - 9550 btu/hr 3. NEW STUDIO ROOF SYSTEM WILL BE UN -VENTED (SEE DRAWING 5-3). PROVIDE NEW 150-CFM ROOFTOP MOUNTED CONTINUOUSLY OPERATING ROOM VENTILATION SYSTEM TO SERVE PROPOSED STUDIO SPACE. 4. INSTALL NEW HEAT -PUMP HOT WATER TANK TO SERVE ENTIRE HOUSE. TANK MUST HAVE MINIMUM EFFICIENCY RATING, EF=2.0 5. ALL NEW ELECTRICAL LIGHTING FIXTURES TO BE ENERGY EFFICIENT FLUORESCENT OR LED. 6. USE UNFACED (UF) BATT INSULATION AT FLOORS OR ANY EXPOSED LOCATIONS. Continuously Operating Ventilation Fan Specifications: 1) Exhaust fan shall have a flow rating at 0.25 inches water gauge as specified in Table M1507.3.3(1). Manufacturers' fan flow ratings shall be determined according to HVI 916 or AMCA 210. Fan shall be rated for minimum 90-cfm airflow. 2) Fan noise. Fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915. Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. 3) Continuous ventilation systems shall be equipped with "fan on" as override controls. Controls shall be capable of operating the ventilation system without energizing other energy -consuming appliances. A label shall be affixed to the controls that reads "Whole House Ventilation (see operating instructions)." 4) Installers shall provide the manufacturer's installation, operating instructions, and a ventilation system operation description to homeowner. :-N ow, :ran .'ewew. Farlvt No. _.7/. /-J+% _.._ REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2019 A-J City of Tukwila BUILDING DIVISION REVISION NU, i R-3 bOSi3 IIE ESGDESIGN REVISION TABLE Z. rem* Review Comments Permit Review Comments Construction changes 0 d_ U'n I�LI Q E a m F4:12�� NUMBER] r m OKK Of FLOOR PLANS DRAWINGS PROVIDED BY: ENGINEERED STRUCTURES GLOBAL DESIGN, PLLG < www.esg-design.com > DATE: 2/6/2019 SHEET SIZE: 22"x 34" rrrrY'r T r� DRAWING: 1 A-2 1 11 22x34, 11/14/2018 9:25:48 AM, ANSI full bleed D (34.00 x 22.00 Inches) SIMPSON "HTI" SI OPING EXISTING BLOCKING HANGER BETN€EN CEILING JOISTS FIELD VERIFY (F) ROOF ATM IFVEPRTROO IIE ESGDESIGN SUBMITTAL TABLE E _ z u6 re f a T. ut F f a Construction changes EXISTING SIMPSON 'H25' HURRICANE CLIP OR EQUIVALENT EACH SIDE EXISTING SHEATHING. (SEE PLAN NOTE, 52) NEW ROOF RAFTERS PER PLAN EXISTING 2x6 ROOF PROVIDE BLOCKING EXISTING BLOCKING BETWEEN STT ROOF RAFTERS EXISTING BLOCKING BETWEEN ROOF JOISTS EXISTING SIMPSON 'H25" RAFTERS HURRICANE SIMPSON 'H25" HURRICANE OF ROOF JOISTS .-- •_ RAFTERS PROVIDE 2" RIGID XP5 INSULATION (R=5/M) CLIP CLIP OR EQUIVALENT 'H25'1 EXISTING HURRICANE OR EQUIVALENT EACH SIDE ROOF JOISTS OR EQUIVALENT (EACH SIDE FRAMING AND INSULATION ROOF JOISTS Ib/S3 Q tb O r ..... '/ ` I'-8" GLG. /I- .2.2�i!` � ��1'1 I, EXISTING 2x WALL W/ SHEATHING _ 1'-8" PL. i 4'lII�I,l• _ _PER ///////�l// o — oC r+ rc m z _ - - _ = -- 1• 1• 1 FILL CEILING JOIST POCKETS N/ EXISTING 2x6 ROOF ►®. EXISTING 2x6 RAFTERS EXISTING ROOF TRUSS EXISTING BLOCKINGBETWEEN '; UNPAGED (UF) BATT INSUL, TYP PROVIDE 5 I/4' ccSPF INSULATION (R=6.5/F•) CONTRACTOR TO PROVIDE 2X CEILING JOISTS FOR A FLAT RAFTER` 1 EXISTING 2Xb ROOF RAFTERS EXISTING 2X4 WALL SHEATHING ADD R-15 BATT INSUL. 2XGCONTRACTOR JOISTS FOR FLAT CEILING FRAMING NBH ROOF JOIST- �40,(tct,,Yi i �� / . r�,, ' A _. ' ROOF TRIYlCD EXISTING 2x NALL EXISTING HOUSE CEILING FRAMING EXISTING ROOF TRUSS /EXISTD4SHfl)SEFRA9 AT EXIST 2x4 WALLS BIRDSMOUTH AT WALL�1vR�eMY EXISTING 2X4 WALL SHEATHING REMOVE EXISTING SHEATHING - - EXISTING DECKING W/ 1/2 PLYWOOD. EXISTING DECKING W/ I/2" SHEATHING. CONTRACTOR TO VERIFY DECKING AND REPLACE W/ 3/4' Ttb PLYWOOD SIMPSON "LUS28" HANGER EXISTING 2X CONT. RIM JOIST I CONTRACTOR TO VERIFY DECKING EXISTING 2X CONT. RIM JOIST NEW I/2" PLYWOOD SHEATHING IL ALL W/ SHEATHING REPLACE EXISTING PLYWD it3/4" DE& I "5101 ►► a�I► �►_� _ --- -.-.._ X2G PANEL EDGES W/8d AT - 8'-4" CLG. ADD R-30 UNPAGED -14 .. Ill o .. ... - ::.. b O.Gj 8,�1PL. " :,.:.::.. :.:: ':. ADD R-30 (U )BATTINSUL.ED IL° (UF) BATT INSUL. _ _-.._... _ ..-. NEW 2x FLOOR JOIST PER PLAN Is- NEW GROUND CONTACT RATED SHEATHING MIN 24'us- EXISTING FLOOR JOISTS UP NALL FROM GRADE PER PLAN ►-tea EXISTING FLOOR JOISTS 5/8' NEW FLOOR JOISTS . �1 U I (T� J� SEE PLAN !; EXISTING 2x PLATE ADD 5/8" TYPE-X GINS VERIFY (E) 2x10 LEDGER EXISTING 2x PLATE ADD R-15 BATT BOARD AT HOUSE RIM JOIST. _6. INSUL. AT EXIST ADD NEW 3-5/8" EXISTING 2x PLATE 2x4 WALLS 'LEDGER PIA x b" 55 TITAN ADD 5/8" TYPE-X GIMB HO SCREW ANCHORS o 48" OL. EXISTING SLAB ON GRADE PER PLAN ADD R-21 GATT INSUL. AT EXIST 2x6 WALLS EXISTING SLAB ON GRADE EXISTING SLAB ON GRADE FASTENMASTER LOK' SCREWS AT 8" O.G. �� GONT FLASHING BEHIND SHEATHING ► i NEW 2X P.T. DOUBLE SILL PLATE Z \ \/\/\\\ Nx\ \/\//\/\ • , / rA EXISTING FA 2.- EXISTING FOINbATIDN\//�\\/�\\ FOR NEW NEW PERIMETER GRADE \/ / /\\ BEAM FOOTING: FIN 16"0 N N INSTALL SIMPSON "P5120" FLAT PLATE AT b0"oc w/ x WALL (ASSUMED) REINF. w/ (4) *5 HORIZ & 43 STIRRUPS AT 15"oc EXISTING FOOTING (4) 1/2" x 3" EMBED TITEN-HD SCREWS, TYP SAW -GUT EXISTING SLAB IILLI EMC tinr EXISTINGT (ASSUMED) (ASSUMED) TEMPORARY SHORING A5 NECESSARY FOR NEW FOUNDATION INSTALL 15 PER CONTRACTOR INTERIOR FOR NEW PERIMETER FOOTING EXISTING WALL FRAMING b MODIFIED HALL. FRAMING EXISTING WALL FRAMING MODIFIED WALL FRAMING la 1 2a 2b DRAWINGS PROVIDED BY: ENGINEERED STRUCTURES GLOBAL DESIGN, PLLG 12540 202nd Place SE 206240.5944 ISSAGil1AH, NIA 46021 englneerseeg-deaign.com WAIF: 3/4'01'-0" SCALE: 5/4'4-01 .:_ , SCALE: 3/4 0I 0 SCALE: 3/4'01'-0" EXISTING 2x STUD WALL REMOVE EXISTING REMOVE EXISTING EXISTING 2x STUD WALL IN/ SHEATHING. SHEATHING AND SHEATHING AND IN/ SHEATHING. REPLACE WITH i" MG REPLACE WITH 'i' T4G PLYWD PLYWD ATTACH EXISTING LEDGER NEW FLOOR JOIST NEW FLOOR JOIST NEW PLYWD NU L3I FOR ORIGINAL DECK PER PLAN TO REMAIN. ATTACH NEW PLYWD IN/ 10d NAILS AT b"o.c. PER PLAN IOd NAILS AT b"o.c. PROVIDE (2)Ibd NAILS AT 24'o c. ALONG LENGTH REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2019 jl j� I i.. 1 ���'f ■ City of Tukwila BUILDING DIVISION DATE: NEW JOIST TIGHT AGAINST BLOCK EXISTING FLOOR J015T5 EXISTING FLOOR JOISTS FRAMING.OISTFOR -1r M) As REQUIRED TIGHT FIT EXISTING BEAM. - . i=F.:;:.',"ii CENTER 2/6/2011 CACET SIZE 22" x 34" .4 S3 c ..., R3 WALL FRAMING WALL FRAMING SCALE: 3/4".I'-0' 4 SCALE: 3/4".I'-0' 3 ' 22x34S2, 11/14/2018 9:13:38 AM, ANSI full bleed D (34.00 x 22.00 Inches) (R-3 I 4x8 DF4t2 HDR (2)-NEW 2x10 HF *2 SPACED EVENLY BETWEEN EXISTING FLOOR JOISTS EXISTING (2)-2x10 P.T. FLOOR JOISTS AT 4'-10' +/- FLOOR FRAMING PLAN \J/ 7'-0' +\- m x (N) (2)2x8 HF*2 I/4"sI'-0" NEW WINDOW COORDINATE WITH CONTRACTOR. MAX 48' WIDE NEW I-3/4'x7-1/4' 2.0E LVL BETWEEN EXISTING JOISTS 1 2'-0' . EXISTING 2x6 ROOF JOISTS AT 16" O.C. \--EXISTING TRUSS TAILS TO REMAIN EXISTING TRUSS 1 I ROOF FRAMING PLAN I/4"•1'-0" e5 STEEL COLUMN BELOW TO BE REMOVED STEELCOLUMN BELOW TO BE REMOVED E-3-3 J 4x8 DF1$2 HDR FIELD VERIFY OR UPGRADE MINIMUM 3/4' PLYWOOD/093 STRUCTURAL SUBFLOOR SHEATHING EXISTING STRUCTURE (E) (2)2 FIELD VERIFY OR UPGRADE MINIMUM 1/2' PLYWOOD/OSB STRUCTURAL ROOF SHEATHING (E) (2)2xb / •- 8 FRAMING NOTES ■ 4 Foos/kiln) 'S tkir) in(-eg'Qo/ EXISTING STAIRS- NO CHANGES PROPOSED 1. SEE GENERAL NOTES S1 FOR FLOOR SHEATHING ! NAILING. 2. SEE GENERAL NOTES S1 FOR WALL SHEATHING t NAILING. 3. ALL WOOD POSTS CALLED OUT ON THIS PLAN LEVEL SHALL CARRY DOWN TO FOUNDATION 4. PROVIDE SOLID JOIST BLOCKING BELOW ALL PROPOSED INTERIOR PARTITION WALLS. 5. ALL HEADER SUPPORTS TO BE MIN (2)2x4 HF $2 U.N.O ROOF FRAMING NOTES 1. SEE GENERAL NOTES 51 FOR TYPICAL SPECIFICATIONS. 2. TYPICAL ROOF SHEATHING TO BE 1/2' COX PLYWD/OSB. ORIENT SHEETS PERPENDICULAR TO FRAMING $ STAGGER END JOINTS. UPGRADE EXISTING AS NECESSARY. 3. UPGRADED ROOF DESIGN IS FOR UN -VENTED (SEALED) VAULTED ROOF CONDITION. NEW INSULATION PROFILE PROVIDES MINIMUM R-38 INSULATION VALUE PER WASHINGTON STATE ENERGY CODE PRESCRIPTIVE DESIGN. SEE DETAIL lb/53. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2019 City of Tukwila BUILDING DIVISION VLB-ov13 E ESGDESIGN SUBMITTAL TABLE t t Q Construction changes ' 4 o o v c r m rc I n n5122i6 IWY —Ia EkD Qw 4' wQN in of zitV 0 � Q z0- DATE: 11/14/2018 SHEET SIZE: 22" x 34" THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE STRUCTURAL LOADS FLOOR LIVE LOADS: Typical floor live load = 40psf ROOF SNOW LOADS: Ground snow load, P9 = 25psf Roof snow load, P( (min) = 25psf International Residential Code IRC (2015) FOUNDATIONS Maximum soil pressure 1500 psf (assumed). Exterior footings shall bear 11-0" (minimum) below finish grade. Al footings to bear on firm undisturbed earth below organic, surface soils and shall be lowered if suitable soil is not found at elevations shown on drawings. Backfill to be thoroughly compacted. ANCHORAGE TO HARDENED CONCRETE Where drill -in anchors are specified, use "Simpson Titen-HD" (reference ICC Report ER-3037.) Where epoxy anchors are specified, use "Simpson AT-XP" adhesive (reference ICC Report ER-263). Use ASTM A36 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. TIMBER Structural timber and lumber to be stress grade Hem -Fir or Douglas fir as follows: USE 4 x beams 6 x beams Roof joists, floor joists All other lumber SPECIES Hem -Fir Hem -Fir Hem -Fir Hem -Fir GRADE No. 2 No. 2 No. 2 Standard/Better LAMINATED VENEER LUMBER (LVL) LVL shown on plans to be Trus Joist MacMillan& MicroFlamm' or approved equal. LVL material shall be of Western species. Modulus of Elasticity (E) shall be 1.9x106 psi minimum, with corresponding base Fb = 2,600 psi for thicknesses up to 1-3/4" and 2345 psi for thicknesses greater than or equal to 1-7/8" (not including size & repetitive member factors per report ER-4979; load applied parallel to wide face of strand) and Fv = 285 psi. All LVL's other than Microllam shall have ICC approvals submitted to the Engineer for review. PLYWOOD! OSB Plywood/OSB roof, floor and wall sheathing to be APA rated C-D Exposure 1 per APA "Plywood Design Specification" (Y510), unless noted otherwise. Maximum nail spacing shall be as follows: 6" o.c. at all supported panel edges, and 12" o.c. at intermediate supports. Nails shall be as follows: 8d common for 1/2" roof sheathing, 8d common for 1/2" wall sheathing, 10d common for 3/4" floor sheathing. Stagger end laps at roof and floor sheathing. All panel edges to be blocked at exterior walls. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and groove plywood joints or other approved methods per APA recommendation. WOOD CONNECTORS Nails shall conform to requirements of ASTM F 1667 and have a minimum bending strength of 90 ksi for shank diameters between .142" and .177". All wood -to -wood nailing shall be per IBC Table 2304.9.1. If plans and details specify 8d, 10d or 16d nails, they shall have the following properties: 8d = 0.131" dia x 2-1/2" 10d = 0.148" dia x 3" 16d = 0.162" dia x 3-1/2" All substitutions shall have the written approval of the engineer of record prior to use. Light gauge metal framing connectors and their required fasteners shall be "Strong -Tie" by Simpson Company, or approved equal. Fb All fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized steel with a 900 psi G185 specification or type 304 & 316 stainless steel. Type 304 and 316 stainless steel should be used for all 900 psi connectors and fasteners in contact with AZCA treated wood and some variations of ACQ treated woods. 750 psi Hot -dipped galvanized steel should never come in contact with stainless steel. Wood and wood based materials used in contact with soil, concrete or masonry, installed within 1" of concrete or masonry, or exposed to moisture either interior or exterior, shall be treated with an approved preservative per the "Preservative Treatment" section below. Solid blocking of not less than 2" nominal thickness shall be provided at ends and at all supports of joists and rafters. Between supports provide blocking or bridging at 8' - 0" o.c. r— — 22x3451, 11/14/2018 9:08:10 AM, ANSI full bleed D (34.00 x 22.00 Inches) FOU DAB" (R31 461-01 0 FLA EXISTING SLAB ON GRADE 1/4"=11-0" PLACE NEVI _EXi$ Rt4G- THICKENED SEAR EDGE SEE SECTION 2/53 STEEL COLUMN TO BE REMOVED 7- REPLACE BOTTOM 24' OF WALL 'h. SHEATHING WITH NEW GROUND CONTACT RATED 055 (SEE 2/53) ADD N P. . 2x4 SILL PLATE N/ g° DIA x 6° TITEN-HD ANCHOR BOLTS AT 48° O.C. (SEE 2/53) STEEL COLUMN TO BE REMOVED EXISTING FOUNDATION • PRESERVATIVE TREATMENT All lumber, timber, plywood. glue -laminated and other composite lumber that is in contact with concrete or masonry or exposed to weather shall be preservative treated in accordance with current American Wood -Preservers' Association (AWPA) Preservative (P) standards. These members shall be treated with an approved preservative in accordance with current AWPA Commodity (C) Standards and the AWPA Use Category System (UCS). Wherever possible, precut all material before treatment. Handle treated lumber in accordance with AWPA M4 standards. Field cuts, holes (such as anchor bolt holes in treated sill plates) and penetration damage shall be treated in accordance with the current AWPA M4 standards. The most commonly available preservative meeting the requirements of Standard M4 is a Copper Naphthenate solution containing at least 2% copper. Certain DAP, WM Barr, Cuprinol, Behr, Green's, Jasco, Henry and Fields preservative products contain this metal content. All fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized or type stainless steel. See the "Wood Connectors" section. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractors failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 192019 City of Tukwila BUILDING DIVISION FOUNDATION NOTES: I. ALL NEW POSTS TO BE (3)2X4 HF st2 U.N.0. 2. ALL NEW FRAMING OR SHEATHING IN CONTACT WITH CONCRETE OR EARTH MUST BE PRESSURE TREATED. 3. EXISTING FOUNDATION CONDITIONS UNKNOWN. CONDITIONS 54-4OWN IN THESE PLANS ARE ASSUMED FOR PERMITTING PURPOSES. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS - INCLUDING MIN 4° SLAB ON GRADE AND MIN 8' THICKENED SLAB EDGE 4. NEN P.T. SILL PLATES MUST BE ATTACHED TO THICKENED EDGE OF SLAB WITH MIIN R' DIA X 6" SIMPSON TITAN HD. REFER TO SECTION 2/53 FOR DETAILS. ESGDESIGN Z O Construction changes r w m o 7-7. Qc = r m Z 0 Q —� z D- 0 IL DRAWINGS PROVIDED BY: LU agl v 61 m tu m ta- 12 Z(nry Z11-1 .^^�� DATE: 10/19/2018 SHEET SIZE: 22" x 34" HISTORICAL PERMIT RECORDS (L03-061) BSLi-- + •yl I , Ali, F♦v(• ti.•.•Y• TO AMAIN' rah I •4 • K ,d' Yd'< i 1rV _tLOT 1 tA7 • 1 1 �_ N. LINE 5M7/4 }. r/61.U'' r•�� SECT 26-23-4 F1c1yrR(rY . / J, - • al V• 1 a i / e� TVA:' 7837 _ V _ .TRACTS A t nr1142 ._- -_. 11Y3011.4 1 a' OS& 114.01 - 10' -r•R ':IP4 I •I • 71 LAVAT"EM91:RAT - LOT• Z 1' ' N66V94rit }i51 't14.7Y r-; use ..L;'LOT 4.' r1.1 la 74' PRIVATF IIN:�R,aiti ,1 I I I f{{5 it ullt5 „ES/ I I ,i TAMPED 'G„ 1 ... •▪ ;s,17' fPFjOfER,Y!1 1' A IIr tae.s,• rrrTr u 510 2G 3: SCALE 1" 4 3°' Baima & Holmberg Inc. W ENC Ih EERS d( StlEvEYuBS 14: 7110114 $T EB'T 50Uttl a&U UA11, rALLILNGTWIi iOCC7 ;4E.;; 262 - :•L.O ORIG1NAi. DESCRIPTION ; N Lot O. KLWt 7 YAIIrT VCr HOIWES be. rG a1- '2RM1LD M lit NA 1/4 (C sump 1L, t 7A N. R 4 C, WY', N Kilo cower, NASFfh4TW, 11:a. :TAT HZ I.AtW. TpGC11•ER Will ADpl4'I0 WA1:Ar•D :Tte rT PER umokANCE NIL43ER 1217 min 125t. AISC 'ai'iiR wr•I 1RAC75 A ANC e f1F 1UC.WLA M'UII P[AT t23el",--3?5 Pali'A'T INCArsn Frarf.t h VS LI1Y EA-MMCNT LEGA1. C'Fsr•1IPTVCN -102 '1:elc.s (A -,Mac' 1.1.):4 ? a -r Moll Cr JA-.CT' rA •ICYL: FS •LCU.U:U N l:4.•9t 'b :r '1. IY 'VAR. a1 rLCc'C. Cr 44G EMIT. AAY-!'tfIY1 "4' .L•iAAY'): '.ACA'LU 3II'tl-: P(1! OtT Or '.7<VTJ. CN]•"•ht1 e u1 •2)2 An: I2)b dtilt'; A5 Ft L'_' E‘..,NH¢ t' '47 IY':'S_(ly'1 X 14i E'Y'L''L• In)-1 :t" 'MY sanNON 0" •CUTE /AT :!F.T- WTI. UHT F..crie' Fc1Lh51$. •f -r( (?4' =nri lti 5i11T.1 IAEm. S-Arr7, '•P'Kt RG•:0'Y7 ,-tin FLLI pc- 111 MC(1TIA:ST cC•n-La CT :AU Tw•17F RIYay:'.Vrt 11%. 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WASIIiNGTON AND ADIOINL`NO VACATED STREETS PER CITY OT TI:KW71A OP_T)INANCES NO. 1212 AND -.'s!a Ikst kiIi i AS i)I LOWS: 31i(1:N'N.SG A: TIIL INT_AS:C'DON L'1• -ail LASI'LkLY k:C1151' OF W'AY UARC %ArEsum ;IH'el 1H ldE itAN:6k:.Y IiX1F:KSR)Nci1 (:hv 114R1 I %F OF SI a' TH I Ax -" .S IRFF 1. TI(ITrr ):aRTII C. '1 •AtT G xr III C I TFrT 7n 11111;NAD TrIWF4T rnuKFn OP SAID f.O1 x T1H•\CF. SO! 1111 tO WS'42" FAST i3S.35 FEET: THENCE SOJTII 0I"54'I11" W1:Sr 11d 54 FKEr Ic) !Ht. !VHF P(RKT OF Hi:(itNNINCi; THENCE SOL'to g('t5 cr• Lan 79 C4 TEST. TL111CC NORTI I .I+ 3C •5.1" LAST 36 (4 TLL• C THENCE. NCI I FAS f RC. 11 11i1-.1 10 THE KOK, H EN E OF SAID I GT R; THENCE NOR7II sFtr5'42" WTST Sits: TEST: TH-r.NCF S?il:{19_!1'T6"WESTfr fY FELT. 'I'Hr'AN:F v111:I1 Ilr1rr54- WEST 17 09 FEET.' T.l`-NCE NO1.71E. tK.r'F'42" W'rCT 7' :A TrrT. 'DUNCE SCJ:1I31-34'I ViESI 3.0) MET TO la: TRUE POINT OT REWINNItrC;. .ALL BENG SM.:ATED IN THE NORTHWEST QUARTER OF Tuft S(R'f 14w1- T QUARTER.ANI . SO7711WEST QUARTER OF THE NORTIIWFST QU.IAR't?R (71' SECTION 2f, 10W0: SHIP 21 NCRTI L RANCE 4 CAST. W.M . CRY OF Tl iiC W It.A, KING COUNT WAS 1NR1ON. •'uuvATi.HItAJFAIJF,EA5E ENTCOVHNA'r TU.I: OWNKKS uF I'P,IYA Is-. ItI :)FFK'I'Y WITHIN TIiI3 ?LA I F-NC::MHEP.TTI W'I'IN DRAINAGE EASEMENTS SHOWN AS PRI'Y All'", 111•RFBV (MANE AND CONVEY F(?:'I I Y CIF 1l IKW'I I A. A POI.Il]U.AL SUBDIVISION Or TIM STATE CUPA'ASH-N:1T)N'I11ED.IeliT.11U"TNOT TIiLOI(I.1(;Alll)N .1(:c) VI-1-1-CIR STORM ASL•"MU .CF. WA IT.k ? I-K'1 {I1-. FNGINSII tJNG PLANS APTROvCD TOR I his P: Ai 11 Y NA! IS (7-TY • T[Y.: F rl IER WIT, l 710; RI( iel I (s1 i I•: ASONAl LH AC CL5S ,'INGRESS AND E.ZUU SS1,-I I) ENTER SAID DRAINAGE E-E-ASE.WENT TOR1;1_ PURPOSE OE Ossi-R VINO THAT TILE OWNERS ARE PROPERLY OPER A-I'IMI AND MAI%TAINNG T1E DRAINAGE rAciLITILS CA MTh INFO '1'H 'HIE 0WbtKS(I S A113PR1VA1L191OIE11TYAIII:RGSPoNSIBLFFOR (IPPRATING IAINTAN:NOAND REPAIRING IIRMtA(iFFACIL1:IIjS CONTAINED A L I I N A11) IIRAINACiE i:ASLMLNT. AND ARE ILCREBY KEQI.Ii141 -ITT (IH'I:%IN ANY REQUIRED MR -MIT S, F,UAI 111r. ell Y PRIOR 10 I'ILL.:NC. PIPING CUTTING OR RIIMOVTNI, V HGK I :A'I1f 1N (EXCEPT' FOR ROU FN.: LA N:Ol-APK- MAIN I F:NANI'E. SUCH AS LAWN MC"JNGI LY Oi LN VK(F:TATND DKAIS CjE FACILITIES, SUIT I AS SN'.AI.F*,LHANNhIN, DIPC11±1), PC)NDS, L/C;. OR I'LRFOKMINI, ASY At llilIATIONS OR MOC'ITICAI.ONS :1 lye- int AINACiE FACILITIES, CONTAINED Wit'1LINsAD DRAIN A(JL EASi•AIEZ•T, DNAINA.m EASEMENT RESTRICTIONS STRIIC1:1kE.S, F 1..1.11R ( )HS'FR['I.'IIQN'S (INCLUDING BET NOT LIMITED TO PA 11: ]3 r11118U 1C DNQS GR OVER) LANG'S: SHALT. NOT RC 1'12KNITTCODEYOND TILL D:1:I-D1N SF:[EACK I.INI-.UII V. 1 In 1 I)RAIVAi,T. FASEMEN Is. ,A:nn I I(INA1.1-Y, :41.ADIN(1,AND CONSTID:GlION OF TENCING SHAH. NOT I}E A_LO'.4'ED W17LILN TI IL DRAINAGE. 1,.AS1-AU. V T:ti RIiOWV ON TIH5PLAT KAPJNLCSStit _I _2WISK:PPR(ie'Ir:DIit-TIILC':IYOF'I'I:KWIIA OR tis tu('CIISSI'3 Ar-I::n'::Y 1 7 301-0' R.O.W. / 311-5' / 1 r- 67 5' SIDE Yam, RO SETBACK EXI5TI ,� - RETAIN WALL I EXISTING I ENTRY KILN I / / / PROPERTt LINE / I gEXISTING DRIVEWAY r0 - 1 z aC SITE PLAIN 0 V 20° / 1530 1 rXISTING / RESIDENCE / 10835' 165 c 760-sf ADDITION / EXISTING/ RETAINING WALL ry� 10' SECOND FRONT SF/TBACK / 12 20.O0' !- PROPERTY LINE 80.19' 0 10 r 1 T NEIGHBORS DRIVEWAY 1 1 AIL 4. O .:r )rypl y VICINITY MAP RE'r :31''; S :.• ..• ,-.. - -,a• .. "t2 SCO[1e w 7: w A TbKW" 5 20 %crE• :?or :Ye a new oar, Tar 'evlew. 'pna SGALE: 1" = 20' Tukwila Family Fun Cemer v PROJECT SCOPE: REMODEL PERMIT FOR NEW 160-sf STUDIO ADDITION ON MAIN FLOOR OF EXISTING SINGLE-FAMILY RESIDENCE. SEPARATE UiREC FOR: Mechanical Electrical 4 Plumbing Old Gas Piping City ot Tukwila BUILDING DIVISION i LEGAL DESCRIPTION: VALLEY VIEW HOMES LOT 1 CITY OF TUKWILA SHORT PLAT NO L03-061 RECORDING NO 20060121900003 BEING A PORTION OF SIN0Tf� NW QTR AND NW QTR 5W QTR STR 26 23-04, BLOGK2, LOT PORTION 8 FIL Permit No. ' 3^. revtlLG L+ cle 'o erre nq Ct'Cn Inv ar.ssi coodnC rI. yea F,e15. C'4.• By ,ar' i;79 :41c la /l if 7JL1 yGL`1 BUt:,D1r,': ,.',VISION Cole ZONING: LDR TUKWILA PARCEL 11885880-0015 LOT AREA: (029 ACRES) 12666 50. FT. XI TI E 5 NG FIO15E FOOTPRINT AREA: 14 RE 28 SQ. FT. PROPOSED ADDITION AREA: 160 50. FT. TOTAL STRUCTURAL AREA: 5514 5Q. FT. STRUCTURAL COVERAGE (3514 / I2668): 28% EXISTING HOUSE FOOTPRINT AREA: 2814 SO. FT, EXISTING ENTRY WALK AREA: 214 5Q. FT. EXISTING DRIVEWAY AREA: 138 50. FT. PROPOSED ADDITION AREA: 160 50. FT. TOTAL IMPERVIOUS AREA: 4526 50. FT. IMPERVIOUS COVERAGE (4526 / 12b68): 36% LIVING AREA: ATTACHED GARAGE AREA: N 3480 SO. FT. 160 50. FT. 1...... OD: C . ;.•.ACE Ai-;:.... 3 EJ1I21s/(1 City of Tukwila 1 BUILDING DiViS1ON RECEIVED NOV 2 8 2018 TUKWILA PUBLIC WORKS CITA/ NI"i1: ii:'E-L/-•. It ESGDESIGN REVISION TABLE DESCRIPTION to 1- 4, Cs CZ 111 m 1 D Z SITE PLAN lil LIAM5 RE1 6660 53RD A' TUKINILA, Y DRAWINGS PROVIDED BY: ENGINEERED STRUCTURES GLOBAL DESIGN, PLLG < www.esg-design.com > DATE: 11/17/2018 SHEET SIZE: 22" x 34" DRAWING: A -SF NOV262018 PE r.11T CENTER 22x34S1, 11/14/2018 9:08:10 AM, ANSI full bleed D (34.00 x 22.00 Inches) THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE STRUCTURAL LOADS FLOOR LIVE LOADS: ROOF SNOW LOADS: International Residential Code IRC (2015) Typical floor live load = 40psf Ground snow load, P9 = 25psf Roof snow load, Pf (min) = 25psf FOUNDATIONS Maximum soil pressure 1500 psf (assumed). Exterior footings shall bear 1'-0" (minimum) below finish grade. Al footings to bear on firm undisturbed earth below organic, surface soils and shall be lowered if suitable soil is not found at elevations shown on drawings. Backfill to be thoroughly compacted. ANCHORAGE TO HARDENED CONCRETE Where drill -in anchors are specified, use "Simpson Titen-HD" (reference ICC Report ER-3037.) Where epoxy anchors are specified, use "Simpson AT-XP" adhesive (reference ICC Report ER-263). Use ASTM A36 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. TIMBER Structural timber and lumber to be stress grade Hem -Fir or Douglas fir as follows: USE 4 x beams 6 x beams Roof joists, floor joists All other lumber SPECIES Hem -Fir Hem -Fir Hem -Fir Hem -Fir GRADE No. 2 No. 2 No. 2 Standard/Better LAMINATED VENEER LUMBER (LVL) LVL shown on plans to be Trus Joist MacMillans' MicrollamTM or approved equal. LVL material shall be of Western species. Modulus of Elasticity (E) shall be 1.9x106 psi minimum, with corresponding base Fb = 2,600 psi for thicknesses up to 1-3/4" and 2345 psi for thicknesses greater than or equal to 1-7/8" (not including size & repetitive member factors per report ER-4979; load applied parallel to wide face of strand) and Fv = 285 psi. All LVL's other than Microllam shall have ICC approvals submitted to the Engineer for review. PLYWOOD/ OSB Plywood/OSB roof, floor and wall sheathing to be APA rated C-D Exposure 1 per APA "Plywood Design Specification"(Y510), unless noted otherwise. Maximum nail spacing shall be as follows: 6" o.c. 11 pec p g at a supported panel edges, and 12" o.c. at intermediate supports. Nails shall be as follows: 8d common for 1/2" roof sheathing, Bd common for 1/2" wall sheathing, 10d common for 3/4' floor sheathing. Stagger end laps at roof and floor sheathing. All panel edges to be blocked at exterior walls. Support shall be supplied to all plywood edges with plyctips, blocking, tongue and groove plywood joints or other approved methods per APA recommendation. WOOD CONNECTORS Nails shall conform to requirements of ASTM F 1667 and have a minimum bending strength of 90 ksi for shank diameters between .142" and .177". All wood -to -wood nailing shall be per IBC Table 2304.9.1. If plans and details specify 8d, 10d or 16d nails, they shall have the following properties: 8d = 0.131" dia x 2-1 /2" 10d = 0.148" dia x 3" 16d = 0.162" dia x 3-1/2" All substitutions shall have the wntten approval of the engineer of record prior to use. Light gauge metal framing connectors and their required fasteners shall be "Strong -Tie" by Simpson Company, or approved equal. Fb All fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized steel with a 900 psi G185 specification or type 304 & 316 stainless steel. Type 304 and 316 stainless steel should be used for all 900 psi connectors and fasteners in contact with AZCA treated wood and some variations of ACQ treated woods. 750 psi Hot -dipped galvanized steel should never come in contact with stainless steel. Wood and wood based materials used in contact with soil, concrete or masonry, installed within 1" of concrete or masonry, or exposed to moisture either interior or exterior, shall be treated with an approved preservative per the "Preservative Treatment" section below. Solid blocking of not less than 2" nominal thickness shall be provided at ends and at all supports of joists and rafters. Between supports provide blocking or bridging at 8' - 0" o.c. 46'-0' fEr 7- EXISTING THICKENED SLAB EDGE SEE SECTION 2/53 REPLACE BOTTOM 24' OF WALL SHEATHING WITH NEW GROUND CONTACT RATED 05B (SEE 2/53) FOUNDATION PLAN EXISTING SLAB ON GRADE 1/4"=I'-01 STEEL COLUMN TO BE REMOVED ADD NEW P.T. 2x4 SILL PLATE W/ r DIA x 6' TITAN -HD ANCHOR BOLTS AT 48' 0.C. (SEE 2/53) STEEL COLUMN TO BE REMOVED POSTING FOUNDATION PRESERVATIVE TREATMENT All lumber, timber, plywood, glue -laminated and other composite lumber that is in contact with concrete or masonry or exposed to weather shall be preservative treated in accordance with current American Wood -Preservers' Association (AWPA) Preservative (P) standards These members shall be treated with an approved preservative in accordance with current AWPA Commodity (C) Standards and the AWPA Use Category System (UCS). Wherever possible, precut all material before treatment. Handle treated lumber in accordance with AWPA M4 standards. Field cuts, holes (such as anchor bolt holes in treated sill plates) and penetration damage shall be treated in accordance with the current AWPA M4 standards. The most commonly available preservative meeting the requirements of Standard M4 is a Copper Naphthenate solution containing at least 2% copper. Certain DAP, WM Barr, Cuprinol, Behr, Green's, Jasco, Henry and Fields preservative products contain this metal content. Aft fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized or type stainless steel. See the "Wood Connectors" section. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. FOUNDATION NOTES: COL.: City of Tukwila BUILCiNG DiViZiON I. ALL NEW POSTS TO BE (3)2X4 HF 62 U.N.O. 2. ALL NEW FRAMING OR SHEATHING IN CONTACT WITH CONCRETE OR EARTH MUST BE PRESSURE TREATED. 3. EXISTING FOUNDATION CONDITIONS UNKNOWN. CONDITONS SHOWN IN THESE PLANS ARE ASSUMED FOR PERMITTING PURPOSES. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS - INCLUDING MIN 4' SLAB ON GRADE AND MIN 8' THICKENED SLAB EDGE 4. NEW P.T. SILL PLATES MUST BE ATTACHED TO THICKENED EDGE OF SLAB WITH MIIN P DIA X 6' SIMPSON TITAN HD. REFER TO SECTION 2/53 FOR DETAILS. Dtteni3 CITY Lit: t ESGDESIGN 9w1 4 2 O m ry Q a = 1 1 nns,m1e I 0 0 IL to mCZ 2 0 aa.., co 0 DATE: 10/19/2018 10/19/2018 ZHtET SIZE: 22" x 34" DRAWING: S1 NOV 26 2019 PERMIT CENTER 22x3452, 11/14/2018 9.13:38 AM, ANSI full bleed D (34.00 x 22.00 Inches) (2)-NEW 2410 I4F *2 SPACED EVENLY BETWEEN EXISTING FLOOR JOISTS EXISTING (2)-2x10 P.T. FLOOR JOISTS AT 4'-10' +/- STEEL. COLUMN BELOW TO BE REMOVED STEEL COLUMN BELOW TO BE REMOVED FIELD VERIFY OR UPGRADE MINIMUM 3/4' PLYW00D/O58 STRUCTURAL SUBFLOOR SHEATHING FRAMING NOTES I^ n EXISTING STAIRS- NO CHANGES PROPOSED FLOOR FRAMING FLAN 1 �f=-- (N) (2)2x8 44F*2 1/4"=1'-0" NEW WINDOW COORDINATE WITH CONTRACTOR. MAX 48' WIDE NEW 1-3/4"x7-I/4' 2.0E LVL BETWEEN EXISTING JOISTS • 2'-0' . EXISTING 2%6 ROOF J015T5 AT 16' O.C. i (E) (2)2'B r_Zti. EXISTING TRUSS TAILS TO REMAIN ROOF FRAMING PLAN EXISTING TRUSS 1/4"=I'-O" aff EXISTING STRUCTURE (E) (2)2x8 FIELD VERIFY OR UPGRADE MINIMUM I/2" PLYWOOD/OSB STRUCTURAL ROOF SHEATHING (E) (2)2* 1. SEE GENERAL NOTES 51 FOR FLOOR SHEATHING 4 NAILING. 2. SEE GENERAL NOTES SI FOR WALL SHEATHING 4 4AILING. 3. ALL WOOD POSTS CALLED OUT ON THIS PLAN LE✓EL SHALL CARRY DOWN TO FOUNDATION 4. PROVIDE SOLID JOIST BLOCKING BELOW ALL PROPOSED INTERIOR PARTITION WALLS. 5. ALL HEADER SUPPORTS TO SE MIN (2)2x4 HF *2 U.N.O ROOF FRAMING NOTES I. SEE GENERAL NOTES 51 FOR TYPICAL SPECIFICATIONS. 2. TYPICAL ROOF SHEATHING TO BE I/2' CDX PLYWD/OSB. ORIENT SHEETS PERPENDICULAR TO FRAMING t STAGGER END JOINTS. UPGRADE EXISTING AS NECESSARY. 3. UPGRADED ROOF DESIGN 15 FOR UN -VENTED (SEALED) VAULTED ROOF CONDITION. NEW INSULATION PROFILE PROVIDES MINIMUM R-38 INSULATION VALUE PER WASHINGTON STATE ENERGY CODE PRESCRIPTIVE DESIGN. SEE DETAIL 1 b/53. Cityofja tf Tukwi BUILDft4G Dw N ntrt:•'‘ t ESGDESIGN 9 DESCRIPTION I (a = 1 W Xuj c c ILI pi 2 co DRAWINGS PROVIDED BY: Z,^ O I' V Q W(A 31 ry ILI ZED kDeigl bq PATE: 11/14/2018 CHCET SIZE: 22" x 34" DRAWING: S2 NUV 26 2018 PERM;;T CENTER 22x34, 11/14/2018 9:25:48 AM, ANSI full bleed D (34.00 x 22.00 Inches) EXISTING BLOCKING BETWEEN CEILING JOISTS EXISTING SIMPSON HURRICANE CLIP OR EQUIVALENT EACH SIDE OF ROOF JOISTS EXISTING 2x6 RAFTERS EXISTING ROOF TRUSS EXISTING BLOCKING BETWEEN ROOF TRU ,C3 EXISTING 2x WALL W/ SHEATHING EXISTING DECKING W/ I/2" SHEATHING. CONTRACTOR TO VERIFY DECKING EXISTING FLOOR JOISTS SEE PLAN EXISTING 2x PLATE EXISTING SLAB ON GRADE EXISTING FOUNDATION WALL (ASSUMED) EXISTING FOOTING (ASSWED) EXISTING WALL FRAMING EXISTING 2x STUD WALL WV SHEATHING. EXISTING LEDGER FOR ORIGINAL DECK TO REMAIN. ATTACH NEW PLYP® WV I0d NAILS AT 6'o.c. WALL FRAMING SCALE: 3/41101'-0' REMOVE EXISTING SHEATHING MD REPLACE WITH PLYWD NEW FLOOR JOIST PER PLAN EXISTING FLOOR JOISTS SCALE: 3/4'•1'-0' SIMPSON 'HII' SLOPING HAMPER FIELD VERIFY (E) ROOF SHEATHING. (SEE PLAN NOTE, 52) NEW ROOF RAFTERS PER PLAN EXISTING 2x6 ROOF RAFTERS PROVIDE 2' RIGID XP5 INSULATION (R=5/U) FILL. CEILING JOIST POCKETS w/ UNPAGED (UF) BATT INSUL, TYP PROVIDE 5 I/4" ccSPF INSULATION ()2=65/h) GONTRACTOR TO PROVIDE 2X CEILING JOISTS FOR A FLAT CEILING EXISTING ROOF TRUSS REMOVE EXISTING SHEATHING MD REPLACE W/ 3/4" TSG PLYWOOD 51MPSON 'L11528" HANGER ADD R-30 UNFAGED (UF) BATT INSUL. NEW 2x FLOOR JOIST PER PLAN ADD 5/8" TYPE-X &NB EXISTING 2x PLATE EXISTING SLAB ON GRADE EXISTING FOUNDATION WALL (ASSUHIED) EXISTING FOOTING (ASSUMED) ADD R-15 BATT FT INSUL. AT EXIST 2x4 WAIALLS MODIFIED WALL FRAMING REMOVE EXISTING SHEATHING AND REPLACE WITH t' r6G PLYWD NEW FLOOR 1)15T PER PLAN EXISTING FLOOR JOISTS EXISTING 2x STUD WALL W/ SHEATHING. ATTACH NEW PLYWD WV 10d NAILS AT PROVIDE (2)16d NAILS AT 24'o.c. ALONG LENGTH NEW JOIST TIGHT AGAINST FRAMING. BLOCK BETWEEN JOIST AND BEAM AS REQUIRED FOR TIGHT FIT WALL FRAMING EXISTING BEAM. PROVIDE BLOCKING BETWEEN NEW AND EXISTING ROOF JOISTS EXISTING 2x WALL 'V SHEATHING EXISTING HOUSE FRAMING EXISTING BLOCKING BETWEEN ROOF RAFTERS EXISTING SIMPSON 'H25' HURRICANE CLIP OR EQUIVALENT EACH SIDE ROOF JOISTS VERIFY (E,/ 2x10 LEDGER BOARD AT FCL'SE RIM JOIST. ADD NEW 3-5/8' FASTEHM4A51ER 'LEDGER-LOK' SCREWS AT S' O.G. SCALE: 3/4"0I'-0' SCALES 3/4"0I'-0' EXISTING 2x / - RAFTERS EXISTING 2X CONT. RIM JOIST EXISTING 2x PLATE EXISTING HALL FRAMING T-8" PL. EXISTING 2X4 WALL W/ SHEATHING FIELD VERIFY (E) ROOF SHEATHING (SEE PLAN NOTE, 52) EXISTING BLOCKING BETWEEN RAFTERS EXISTING SIMPSON "H25' HURRICANE CLIP OR EQUIVALENT EACH SIDE ROOF JOISTS EXISTING 2X6 ROOF RAFTERS ADD R-15 BATT INSUL. AT EXIST 2x4 INALL5 EXISTING DECKING W/ I/2' PLYWOOD. CONTRACTOR TO VERIFY DECKING (11)8'4"PL. EXISTING FLOOR JOISTS PER PLAN ADD 5/S" TYPE-X 6INB EXISTING SLAB ON GRADE SCALE: 3/4'.I'-0' EXISTING 2X CONT. RIM JOIST NEW I/2' PLYWOOD SHEATHING. (NAIL ALL PANEL EDGES W/8d AT 6" O.G.) NEW GROUND -CONTACT RATED SHEATHING MIN 24' UP WALL FROM GRADE 5/8' DIA x b" 55 TITAN HD SCREW ANCHORS o 48' O.G. PROVIDE CONT. FLASHING BEHIND SHEATHING pctaii J. % 14\.;\\\ /\ \< \./\\\ MODIFIED WALL FRAMING 51MPSON '1425' HURRICANE CLIP OR EQUIVALENT FRAMING AND INSULATION PER Ib/53 CONTRACTOR TO PROVIDE 2X CEILING JOISTS FOR FLAT CEILING FRAMING NEW ROOF JOIST- BIRDSMOUTH AT WALL EXISTING 2X4 WALL WV SHEATHING REPLACE EXISTING PLYWD W/ 3/4' 116 ADD R-30 UNPAGED (UF) BATT INSUL. NEW FLOOR JOISTS PER PLAN ADD R-21 BATT INSUL. AT EXIST 2x6 INALLS NEW 2X P.T. DOUBLE SILL PLATE EXISTING SLAB ON GRADE SCALE: 3/4"01'-O' City ofTv!." n en Hai- .. "i`,ViLF FEB o a 2019 4 -. 4ER . Y:: 1 CENTER tJL% -bS1'5 R2 r Y Y E ESGDESIGN 9- 9 1 ` O Ta ii w WW if w w ry o do DRAWINGS PROVIDED BY: DATE: 2/6/2011 5HCET SIZE: 22" x 34" J-4 14' 60' 5'-2" • 46' 26'-8" r 12' 4:1 16' STUDIO ADDITION EXISTING HOUSE N [ R1 NEVV q0-CFM ROOFTOP MOUNTED CONTINUOUSLY OPERATING VENTILATION FAN TO SERVE NEVV STUDIO SPACE SEE A-2 FOR INSTALLATION NOTES. A / \ / \ / \ / \ / \ / \ / \ E412 /6' 416n6:12 1- 16' NEW PVC MEMBRANE OR EQUIVALENT LOVV-SLOPE ROOFING SYSTEM BY CONTRACTOR ex N 20' 26' ROOF PLAN SCALE: 1/4" = 1' 1 City of TuVvll3 BUILC,NC CI`, Y :ON •• CORMCT}Ofa R-1 Ci n OF rkikVvii.31 ESGDESIGN REVISION TABLE DESCRIPTION f E E a E t I m F 4 6) et tu f zoa ROOF PLAN J Iii 16660 53RD AVE 5 TUKWILA, 1NA DRAWINGS PROVIDED BY: ENGINEERED STRUCTURES GLOBAL DESIGN, PLLG < uuw.esg-design.com > DATE: 11/16/2018 SHEET SIZE: 22" x 34" r -< DRAWING: A-1 1 JAN 1 5 2019 2R,:1iT CENTER l NN_ A3 10040TG ADD 5/8" GWB 46' • ADD 5/8" TYPE-X GINS TO UNDERSIDE OF FLOOR FRAMING • ALL WALL PENETRATIONS TO BE 1-HR FIRE RATED 1-1-IR RATED FIRE DOOR, WITH SELF -CLOSING ARM 3066 EXISTING GARAGE 451-1" X 151-6" CEILING HEIGHT = 8'-4" (FIELD VERIFY) ADD 5/8" GWB r ;a R-2 EXISTING BASEMENT 15'-0" X 45'-5" EXISTING LONER FLOOR PLAN SCALE: 1/4" = 1' 14' 60' 1004076 ll 5'-2" 4' 4040D11 R-1 46' 26-8" 12'-9 1/2" 4'-8" STUDIO ADDITION 45'-2" X 15'-7" CEILING HEIGHT = T-8" (FIELD VERIFY) sc EXISTING HOUSE 59'-0" X 24'-3" PROPOSED MAIN FLOOR PLAN 13'-7 1/2" 6' 60500H 4'-2" (INFILL EXISTING DOOR OPENING) \ 2-8„ 1 5 A3 11'-9" PROVIDE NEIN HEAT PUMP WATER HEATER TANK WITH MINIMUM EFFICIENCY RATING, EF s 2.0 STRAP TANK TO WALL PER LOCAL BUILDING CODES. SCALE: 1/4" = 1' (Existing Exterior Stair —UP— lb' PRESCRIPTIVE ENERGY CODE REQUIREMENTS: TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' CLIMATE ZONE 6 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHTb U-FACTOR 0.50 GLAZED FENESTRATION SHGCb• e NR CEILING R-VALUEk 38 (vaulted) WOOD FRAME WALLS' min R-VALUE 15 exist / 21 new Mass Wall R-Valuel ' 1,' lb FLOOR R•VALUE 305 PROJECT ENERGY NOTES. 1. PROPOSED NEW STUDIO ADDITION CEILING/NALLS/FLOOR TO BE INSULATED PER THE PRESCRIPTIVE ENERGY CODE NOTES IN THE TABLE ABOVE. 2. EXTEND EXISTING WHOLE HOUSE HVAG SYSTEM INTO PROPOSED STUDIO ROOM. HEATING 5Y5TEM SHALL BE RATED FOR THE FOLLOWING BTU CAPACITY: 7640 - 9550 btu/hr 3. NEW STUDIO ROOF SYSTEM WILL BE UN -VENTED (SEE DRAWING 5-3). PROVIDE NEW 150-CFM ROOFTOP MOUNTED CONTINUOUSLY OPERATING ROOM VENTILATION SYSTEM TO SERVE PROPOSED STUDIO SPACE. 4. INSTALL NEW HEAT -PUMP HOT WATER TANK TO SERVE ENTIRE HOUSE. TANK MUST HAVE MINIMUM EFFICIENCY RATING, EF=2.0 5. ALL NEW ELECTRICAL LIGHTING FIXTURES TO BE ENERGY EFFICIENT FLUORESCENT OR LED. b. U5E UNFAGED (UF) BATT INSULATION AT FLOORS OR ANY EXPOSED LOCATIONS. R-1 Continuously Operating Ventilation Fan Specifications: 1) Exhaust fan shall have a flow rating at 0.25 inches water gauge as specified in Table M1507.3.3(1). Manufacturers' fan flow ratings shall be determined according to HVI 916 or AMCA 210. Fan shall be rated for minimum 90-cfm airflow. 2) Fan noise. Fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915. Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. 3) Continuous ventilation systems shall be equipped with "fan on" as override controls. Controls shall be capable of operating the ventilation system without energizing other energy -consuming appliances. A label shall be affixed to the controls that reads "Whole House Ventilation (see operating instructions)." 4) Installers shall provide the manufacturer's installation, operating instructions, and a ventilation system operation description to homeowner. City of Te;!7-11 s BUILC>I•tG C. oN 1 COF,R&CT$GHH _TR L - F�4. R: rF• c:D •�„iir _v CITY OF TUK`.WiLA FEB 082019 PERMIT CENTER IR-21 E ESGDESIGN REVISION TABLE z 0 F- 0 a 0 N tu a Permit Set Permit Review Comments I Permit Review Comments we F��v rc w m I D ZoCLtt CV FLOOR PLANS J tu 0 u-I re A E 3 c rn Ul v N m m z DATE: 2/6/2019 SHEET SIZE: 22"x 34" 'rY^t r•C" DRAWING: A-2 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Williams addition 16660 53rd aye s Tukwila, WA Linda Mackin LKMackin@➢>mail.com This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones R-Values U-Factor Fenestration U-Fadorb tins 0.30 Skylight U-Factor Ma 0.50 Glazed Fenestration SHGC°' n/a n/a Ceilingk 49 0.026 Wood Frame Wall°'^" 15/exist, 21)new 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 30g 0.029 Below Grade WaII°"' 10/15/21 int + TB 0.042 Slab° R-Value & Depth 10, 2 ft ale "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑ 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not induded in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4• Additions less than 500 square feet .5 credits Table R406.2 Summary Oolion Description Credit(s la Efficient Building Envelope la 0.5 1b Efficient Building Envelope lb 1.0 lc Efficient Building Envelope lc 2.0 1d Efficient Building Envelope ld 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 _ _ 2c Air Leakage Control and Efficient Ventilation 2c _ 1.5 3e High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions 8 8 0 I'1200 kwh 1.5 0.0 1,50 Window, Skylight and Door Schedule Project Information Williams (Addition 16660 53rd Ave S Contact Information Linda Mackin L K M ac k i n (@gm a i i. co m Tukwila, WA Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft max.) Vertical Fenestration (Windows and doors) Component Description SMALL WINDOW Ref. U-factor Ref. U-factor WSEC 0.30 LARGE WINDOWS WSEC 0.30 Overhead Glazing (Skylights) Component Description Width Height Qt. Feet 1ntli Feet inch Width Height Qt. Feet Inth Feet inch 1 4 ° 4 ° 2 6 ° 5 ° Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height Ref. U-factor Qt. Feet Inch Feet Ind, Sam of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Art it and UA (for heating system sizing calculations) 2015 Residential Energy & Ventilation Compliance Form Area UA 0.0 0.00 0.0 0.00 Area UA 16.0 4.80 60.0 18.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 76.0 22.80 Area 0.30 UA 0.0' 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Del 0.00 0.00 76.0 22.80 Whole House Ventilation (PrescrintivefIRCSec- M15073 Whole -House Ventilatiog Whole -home mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.7. Please check the appropriate box to desaibe which of the four prescriptive Whole House Ventilation Jot �n Systems you will be using. Indicate Continuous or ❑InterndMWe and provide Run Time (see Table M1507.3.3(21) al. Whole House Ventilation Using Exhaust Fans & Outdoor Air Inlets or Operable Windows. (M1507.3.4) ❑ 2. Whole House Ventilation Integrated with a Forced Air System. (M1507.3.5) ❑ 3. Whole House Ventilation using a Supply Fan. (M1507.3.6) ❑ 4. Whole House Ventilation (king a Heat Recovery Ventilation System (M1507.3.7) TABLES FOR USE WITH CALCULATING WHOLE HOUSE VENTILATION OPTIONS TABLE Mse7, /11 COMNUOUS WHOLE -HOUSE MECHAI CAL VENTIlLA Sys'TEY AIRFLOW RATE RE01MREYEMID DWELLING WIT MIANIEM OF 1119010011011 ^ Tim 1-7 a-t I 2-3 a7 BOOR AREA Bogen fag Alum. Y Wet < 1.500 30 45 60 75 90 1,501 - 3.000 45 60 75 90 105 3,001 -4,500 60 73 90 1 105 120 4,501 - 6,000 75 90 105 120 135 6,001- 7,500 90 105 120 135 150 > 7.500 103 1- 120 135 150 165 For Si: 1 pure foot .0.0929 m'. 1 cubic foot per minute a0.0004719 m'h. TAMVEMa.AT10N RATE FACTORS" INTERMTrENT tIR10LE•IIOUSE YECLE ANIC ate RItNYE reRCIRRAIN Di EACH 4-HOUR EGI Erlr ]a% sax rot% Safi 711% 1001E Factor• 4 3 2 I3 1.3 1.0 a. Por vnrrladoe agate rim dew valves between awe given. the ration are punned so be determined by StegioWaa b. Ext nloladon beyond the wide is prohibited. See modified Tables M1507.3.3(1) implementing intermittent factors shown in Table M1507.3.3(2)-on next page. Table M1507.3.6.2: Proncriotive Sunoly Fan DurtSizin Su Fan Tested at0.40" W.G. Specified Volume from Table M15073.3(1) Minimum Smooth Duct Diameter Minimum Fledbie Duct Diameter 50-90CFM 4 inch 5indh 90 - 150 CFM 5 inch 6 inch 150 - 250 CAM 6 inch 7 inch 250-400 CFM 7 inch S inch SIMMILSRellaCiaglialCIAIBURR Required in each kitchen, bathroom, water closet compartment, laundry room, indoor swimming pool, spa and other rooms where water vapor or cooking odor is produced. TABLE /A1507.4 MRS /UM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO be EXHAUSTED EXHAUST RATES Kitchens 100 arm intermiueet or 25 ant comb - uous Batlaoana-Toilet Rooms Mechanical exhaust capacity of 50 cfm Intermiucnt or 20 cfm continuous For 5I: 1 cubic foot per minute = 0.0004719 &h. A A_ A A_ _A A A A A AX AAA. A1. J. 1.A J_A_3.J.J,J.A Simple Heating System Size: Washington State This heallno system sizirq calculator is based on the PresglrMve Requirements of the 2015 Washington State Energy Code 0NSEC) and ACCA Manuals J and S. This calculator we calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine sooting loads. Please fil out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values cal be calculated for you. If you do not see the selection you need in the dmp-down options. please cal are WSU Energy Extension Program at (3ti0) 956-2042 for assistance. Project information Williams Addition 16660 53rd aye s Tukwila, WA Contact Information Unda Mackin LKMackindia ma9.com j4eatlns System Tyne:, 0 w Oda steer. 6 flat n"v To see detailed ins(rucaons for each section, place yoor armor on Me wad Instructions'. Design Temperature adage Area of Building Conditioned Floor Ana 1r1',("""` Conditioned Floor Area (sq ft) Average Ceiling Height hro'. :,,,,^• Average Ceiine Height (It) Glazing and Doors Skylighda Inaulattan Attic Inw.a,ons Sdrdayakie av,eaeservo:.,-uwv,u Single Ratter or JOlat Vwhad Callings 4 jaw/mewl 1� Above Grade Walls Ilea. newer' Floors anon: R-15 Swaledale Below Grade Walls (.. Ran 11 !nth iscl,ons Select*Sue Stab Below Grade ton Raton n ,n., •:,,;"•,,•, No Slab Below Grade Intl* wa)ed Slab On Grade nw Ran n 1rY4preillaaMa4Nr4 Location of Ducts Um,uumed snm Design Temperature Difference (AT) 46 AT •WOO, (m °apnea) . Outdoor 0ee00 Temp 750 8.0 U-Factor X 0.300 U-Factor X 0.50 U-Factor X No selection UFador 0.020 U-Fedor 0.067 U-Fedor 0.029 U-Factor No selection Sum of UA Conditioned Volume 6.072 Area 76 Area Area 0 X Area 759 X Area 454 X Area 759 X Area 0 a UA 22.80 UA = UA UA 15.18 UA 30.42 UA 22.01 UA UA UA Duct Leakage Coefficient la Envelope Heat Load Sim of UA X err Alt Leakage Heat Load vatunie X O.e xarX Ora Building Design Heat Load Arians. • Ene4 a HON Loa Building end Duct Haatt Load a n in uxcN,la1ed spxa'sun a arming wN Lon X T. Ducts In cmw,mstl pea: Sum NBJdee Haw Loss 1 Maximum Heat Equlpmsnt Output &NLWR and put Hoag Lou 10.40 ArFo..d Au fume:* &Sinpa,d pop Hatton X 1.25 for eye Pump 90.42 4.113 Btu/Hour 3,158 Btu Hour 7,271 Btu / Hour 7,998 Btu (Hour 10 9.997 Btu / Hour (Ol,V VLS) R-1 R-2 CO- .1, to;., City of Tifr ••'n su(LS,113 FEB U 8 201g ,.nice i'iii)I CENTER IR-2 E ESGDESIGN REVISION TABLE 43 V W ei N € a cc U € a U Of € a at I-pd3c to ri ltl m 1 Z oars ENERGY CODE kNILLIAMS REMODEL w 0 z DATE: 2/6/2019 SHEET SIZE: 22" x 34" DRAWING: E-5 12 1(6- osi3