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Permit D19-0249 - ZISETTE RESIDENCE - REMODEL BASEMENT TO ADU
ZISETTE ADU 13600 53RD AVE S FINALED 02/10/2023 D19-0249 Parcel No: C) City ot ^U �� Department �-^ Community Development — 6@00 SouthcmnterBoulevard, Suite #100 Tukwila, Washington 9M188 Phnnm:2WG~4B1'3670 Inspection Scheduling: https://tukm'egpv'aspQoa.cmnn/Bpfimdmm.htnnU Web site: ht%p,//mwm/'Tukvvi|aWA..Rov ACCESSORY DWELLING UNIT PERMIT 0003000083 136OOS3RDAVE S Project Name: ZISETTE ADU Permit Number: D18'0249 Issue Date: 10/29/2020 Permit Expires On: 4/27/2021 Owner: Name: Contact Person: Name: [K4|LYZ|SETTE 13600S3RDAVE S,TUKVVU\WA, 98168 Contractor: Name: MIGHTY HOUSE CONSTRUCTION Address: 31O8SVVVVEBSTER5T,5EATTLE,WA, 98126 License No: W1|GHTH[918DS Lender Name: EK4|LYDSETTE Address: 136O053AVE S TUKVVLAVVA9816O Phone: (206)459-8577 Expiration Date: 3/10/2031 DESCRIPTION OF WORK: REMODEL 41OSQFTBASEMENT INTO ANADU.ENCLOSE 34SQFTENTRY PORCH TOADU. PvVACTIVITIES INCLUDE CONSTRUCTION ACCESS AND EROSION CONTROL. Project Valuation: $45000.00 Type ofFire Protection: Sprinklers: Fire Alarm: Type cfConstruction: \-B Electrical Service Provided by: Tukwila Fees Collected: $2,071.72 Occupancy per IBC; R'3 Water District: Tukwila Sewer District: Tukwila Current Codes adopted bythe City mfTukwila: International Fire Code Edition: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVA[396-46B' WA State Energy Code: 200 20202020 2018 Public Works Activities: Channe|is¢ion/Strip inB: Curb[ut/\ocess/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hav|ing/OvenizeLoad: Land Altering: Landscape Irrigation; Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter; Volumes: Cut: O Fill: U Number: 0 No All provisions nflaw and ordinances governing this work will becomplied with, whether specified herein nrnot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. 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: Work shall beinstalled inaccordance with the approved construction documents'andanychangesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. ]: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Notify the City vfTukwila Building Division prior toplacing any concrete, This procedure is/n addition to any requirements for special inspection. S: All wood toremain inplaced concrete shall betreated wood. 6: 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 approvaU will be determined by the building inspector based onsatisfactory completion nfthis requirement. 7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acupy can beobtained otCity Hall inthe office of the City Clerk. 8: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 9: All plumbing and gas piping work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Building Department (Z06-431,367O). 10; All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: . , t uance or granting of a permit shall not be conk.. ed 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 13: ***PLANNING PERMIT CONDITIONS*** 14: 1. The ADU Registration process shall be completed and approval issued prior to final inspection. 15: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 17: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 18: Work affecting tr?ffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 19: Any material spilled onto any street shall be cleaned up immediately. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 21: 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. 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 23: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html <NONE> 4 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Budding Permit No. Project No. Date Application Accepted: Date Application Expires: > q_'" o.2_11 (Ror. Office use only) 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. **Please Print** S E INFORMATION King Co Assessor's Tax No.: 0 0 0 3 0 0- 0 0 8 3 Site Address: 13600 53rd Ave S, TUKWILA, WA 98168 Suite Number: Floor: Tenant Name: PROPERTY OWNER Name:.... IM I i bI5 e4- Address: (3 fC,53 (el .A.-v - J City: y V.4......, i' 6‘.. State: \„„j A. Zip: 9 24(8 CONTACT PERSON - person receiving all project communication Name: Dan (Gi� C�.O('CRh Address: I W vcf N is+ sf ..41 City: S tl�l�. State: it., riT Zip: 910 Phone: `Z..Ei' Fs -- 6 o�q .., 6 -S 3 Email: o ;el «S 1,4 I cYI 06 + C ocM DESIGN PROFESSIONAL IN RESPONSIBLE; CHARGE Name: DANIEL CORCORAN - STUDIO DEC Address:1429 NW 51ST ST #1 City: SEATTLE State:WA Zip:98107 Phone: 206-604-0735 Email: DANIEL@StudioDEC . COM GENERAL CONTRACTOR IN"ORMATION'; Company Name: AMYWORKS Address: 4742 42ND AVE SW, PMB 540 City: SEATTLE State: WA Zip:98116 Phone: 206-478-2019 St Contr Reg No.:AMYWOI * 8 9 9RT Exp Date: 7-31-20 Tukwila Business License No.: UBI 603161512 New Tenant: ❑ . Yes ❑ ..No ARCHITECT OF RECORD Company Name: Address: . i i. City: „ ...State: Zip: Phone: „ .- ' .r . ,,' Ea taTI e- ENGINEER OF CO Company Name: Address: City: ,.Stale: Zip: Phone: 00 + Egpail:".. LENDER - WHO IS FUNDING THE PROJECT' (required for projects $5,000 or greater per RCW 19.27.095) Name: . Yk , i eA._. -2 Address: to ocx)3, xc S City: TtJ -t-->I State: vj,4 Zip: `' ! MONTIII .Y SERVICE BILI;ING -or- WATER METER REFUND/BILLING fiNNIME Name: Address: City: State: Zip: Phone: W:\Pcrmit Center 1Rachellc)\Applications\Word\Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BULL DING'IMVTSION LNFORMATIUN`'- 206--431-3670 Valuation of Project (contractor's bid price): $ L S/ coo Describe the scope of work (please provide detailed information): Remodel existing 410 sf of basement into new ADU with sleeping area and 1 bathroom. Enclose existing porch at ADU -entry for 24 sf of unheated mudroom. Ductless heat pump head for heating, with additional masonry heater. New in- - terior french drain at basement, new elec sub panel for ADU, new heat pump wtr htr in exist laundry shed for both units. Existing Building Valuation: $ 133, 000 (KING CO) Will there be new rack storage? ❑.. Yes 3.. No If yes, a separate permit and plan submittal will be required. Provide All. Building Areasin Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 451 VB R-3 2nd Floor NA 3' Floor NA Floors tiiru NA Basement 410 410 24 VB R-3 Accessory Structure* SHEDS 85 & 74, LESS THAN 10'X12' VB U Garage ;ADJACENT ❑ Attached ® Detached LOT 520 VB u Carport ❑ Attached ❑ Detached Covered Deck Uncovered Deck 25 REAR PORCH VB PLA�G DIVISION INFORMATION - 2064 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 2 7 5 0 Floor area of principal dwelling: 4 51 Floor area of accessory dwelling: 410 *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: 2 ON ADJ LOT Compact: WiII there be a change in use? ❑ Yes Handicap: No 1f t`yes", explain: Fl PROTECTIONIHAZARDOUS MATERIALS - 206=575-4407. 0 Sprinklers D Automatic Fire Alarm (A None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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. PUBLIC WORKS I.NFOR.MATION - 206-433 0179 ❑ ...Permanent Water Meter Size (1) . N " ❑ ...Temporary Water Meter Size (1). ❑ ...Water Only Meter Size " WO#‘(VA3Z (!) " WO# (3) WO # (2) " WO # (3) WO # 0 Deduct Water Meter Size " " wo # " WO# 0 ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 W:\Permit Center tRachelle)\ApplicatioaslWord\Constntction Permit Application Revised 6-2019.docx n..__ ..cam PERMIT APPLICATION 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 OWNER OR AUTHORIZED AGENT: Signature: — Print Print Name: Mailing Address: -615 e,+-4-e_ c) srl Axe s Date: 912 /2Q)19 Day Telephone: 293o viit- 9'9LE City Suite WAPermit Center (RachelleMpplications\ Word Construction Permit Applicutiun Revised 6-2019.ducx Revised: June 2019 Page 3 of 3 D SO 1 10 AGGO NT Q 0_,Ato COM . TS PermitTRAK $1,470.72 D19-0249 Address: 13600 53RD AVE S APN: 0003000083 $1,470.72 DEVELOPMENT $956.11 PERMIT FEE R000.322. 00.00.00 $924.61 WASHINGTON STATE SURCHARGE B640.237.114 0 $6.50 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0 $12.50 PW CONSTRUCTION PLAN REVIEW R000.322.100.00.13 0 $12.50 MECHANICAL $195.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0 $195.00 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.13 0 $250.00 TECHNOLOGY FEE $69.61 TECHNOLOGY FEE R000.322.900.04.00 0 $69.61 • R.24 32 SNI. 4t 0 ,r_oyal, A-L-4;t l' ID NY R G .1 Date Paid: Thursday, October 29, 2020 Paid By: EMILY S ZISETTE Cashier: Iwer Pay Method: CHECK 306 Printed: Thursday, October 29, 2020 11:38 AM 1 of 1 DESCRIPTIONS PermaitTRAK Cash Register Receipt Recei • City of Tukwila R ACCOUNT D19-0249 Address: 13600 53RD AVE S Apn: 0003000083 DEVELOPMENT PLAN CHECK FEE ProjectTRAK R000.345,830.00.00 A19-0038 Address: 13600 53RD AVE S Apn: 0003000083 ADMIN LETTER ZONING VERifICATION TECHNOLOGY FEE TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18246 R000. 45. 0.00.00 R000.322,900,04.00 QUANTITY 0.00 Number 246 PAID $601.00 $601.00 $601.00 $601.00 $399.00 $399.00 $380.00 $380.00 $19.00 $19.00 $1,000.00 Date aid: Friday, August 02, 2019 Paid By: EMILY ZISETTE Pay Method: CHECK 302 Printed: Friday, August 02, 2019 10:41 AM 1 of 1 YSTEMS City of Tukwila Department of Community Development 2/1/2022 EMILY ZISETTE 13600 53RD AVE S TUKWILA, WA 98168 RE: Permit No. D19-0249 ZISETTE ADU 13600 53 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 3/27/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.comBP/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 3/27/2022, 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, Shana Markstrom Permit Technician File No: D19-0249 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 9/1/2021 EMILY ZISETTE 13600 53RD AVE S TUKWILA, WA 98168 RE: Permit No. D19-0249 ZISETTE ADU 13600 53 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 on10/6/2021. 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 10/6/2021, 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, Shana Markstrom Permit Technician File No: D19-0249 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Laurie Werle From: Emily Sarah Gend|erZisette«ezisette@yahoo.com> Sent: Thursday, February 18, 20214:33AK4 To: LaurieVVer|e; Laura] E|fline Cc: Phillip K4anget Subject: Re: Building Permit # D19-0249 & Plumbing Permit #PG20-0073 HiLaurie, Emily here. Yes, [ Emily Zisetteapprove and confirm these changes that Laura and Phillip outlined. Let me know if you need anything else from me. Emily 206-930-2160 On Wednesday, February 17, 2021, 7:21:40 PM PST, Laura J Elfline <Iaura@mightyhouseconstruction.com> wrote: Hi, Laurie - Thank you for your conversation with myproject coordinatortodoy(oryeab»ndoyooyouoreprobohlyroad|nOthinon Thursday). I understand you need a note from the homeowner (cc'd here) that the contractor and plumber on record for Building Permit # D19-0249 & Plumbing Permit #PG20-0073 respectively are being changed. I thought to make it easy | would put all the information here and then Emily can confirm. GENERAL CONTRACTOR: Mighty House Construction Laura E|fline, Co-owner 2S101stAve G.Ste 301 Seattle, VVA98134 208-880-2550 |aura(cDmighh/houseoonstrunbon.com Contractor license #K8(GHTHCS18D8 City ofTukwila business license inprocess. Subcontractor boMighty House Construction: PLUMBER: ES PLUMBING EdBachoiOwner Tacoma, VVADD4G5 Contractor license #BAC888*0340D City nfTukwila business license inprocess. Please let Emily know if you need additional information or a simple confirmation approving this change. Thank you! until soon, Laura LeunaElfline Co-Founder/Owner, Mighty House Construction o: 206,880.15501c:206715.0893 e:|avraamiqhtvhoun000notruction.com Any House Can Be A Mighty House! Specializing in innovative, sustainable trarmations for your home. WA Contractor License #MIGHTHC918DS 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. 2 Studio DEC 1429 51st Street #1 Seattle WA 98107 c 604-0735 Bill Rambo, Permit Tech (206) 431-3670 City of Tukwila Dept of Community Development 6300 Southcenter Blvd Ste. #100 Tukwila, WA 98188 July 9, 2020 Re: Project # D19-0249 Zisette ADU 13600 53rd ave S Bill, RECEIVED CITY OF TUKVVILA JUL 21 2020 PERMIT CENTER Here are the responses to your June 4 Correction Letter #2. Your correction items included first: Planning- C Dept, Jaimie Reavis: 1. The size of the ADU is not allowed to exceed 40% of the total square footage of the primary house and ADU combined. Please revise plans to ensure that the size of the ADU is equal or less than 40% of the overall square footage. The basement ADU has been reduced in size by removing the bedroom and having it has storage for the primary dwelling, accessed through exterior access door at existing window location. No access from interior ADU to this space. This reduces the ADU to a studio unit with 306 sf (gross interior), which is under the limit of 343 sf (40% of 859 sf total dwelling). ADU size table added to A1.1 to show this calculation. PW- C Dept, Joanna Spencer: 1. Please remove the property line between garage and the house, since it is now one parcel. I have attached property survey as reference for your use. Per Lot Consolidation #L-19-0119, site plan on A1.1 revised to show one parcell of 7405.5 sf. Existing Lot Coverage table revised per larger lot area, see table on A1.1. 2. Applicant raised questions regarding ADU Sewer Use Cert form. King County considers it as a duplex. Please contact Laurie Werle, Public Woks at 206 433-7184 if you have questions. King County Sewer Treatment Capacity Charge Form has been filled out by homeowner. In addition to revisions made in response to the review comments, other changes have been made to the drawing set at the homeowner's request. These are listed below: • Minor revisions to the kitchen cabinetry configuration and ref size. • Minor revisions to bathroom fixture layout • Exterior mudroom door removed (inner door remains) • Electrical panel moved from inside ADU to inside mudroom Let us know if there is anything else required. Sincerely, Dan Corcoran studio D E C Daniel@studioDEC.com Page 1 of 1 0 City of Tukwila Department of Community Development June 04, 2020 DANIEL CORCORAN 1429 NW 51STST#1 SEATTLE, WA 98107 RE: Correction Letter # 2 ACCESSORY DWELLING UNIT Permit Application Number D19-0249 ZISETTE ADU - 13600 53 AVE S Dear DANIEL CORCORAN, 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: PLANNING - C DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. • I. The size of the ADU is not allowed to exceed 40% of the total square footage of the primary house and ADU combined. Please revise plans to ensure that the size of the ADU is equal or less than 40% of the overall square footage. PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Please remove the property line between garage and the house, since it is now one parcel. I have attached property survey as reference for your use. 2) Applicant raised questions regarding ADU Sewer Use Cert form. King County considers it as a duplex. Please contact Laurie Werle, Public Woks at 206 433-7184 if you have questions. 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, DI9-0249 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 To Whom It May Concern: []nFebruary 18,2O2O|,Emily Dset1e,met with ]aimieReays, Minnie Dha|kma|and arepresentative from the Building Department to discuss the ADU code issues pertaining to my permit D19'0249. | was informed the City is in process of reviewing and revising ADU code and was advised to wait until June when the Council will vote on the changes to the code, which will resolve the square footage issue obstructing rnyproject. |vvaya|somdvisedtosubnmita|ettertmpronnpttheBui|dingDepartnnenttone' reviexvmnypernmit in the meantime, since errors were made by the previous Building Department Representative. Below I copied the Correction Letter #1 dated August 20, 2019 and noted clarifications in red. RECEIVED CITY OF TUKWIKA Emily Zisette 206-930-2160 MAR 18 2020 CENTERpEAMIT BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. 1. The square footage of main floor is listed at 451 SF, basement at 410 SF. However, the building footprint of both floors are the same. Please clarify. The basement interior area is measured from the interior of the exterior concrete foundation wall, which yields less area than the m3in floor as the basement walls are thicker. Tukwila only allows the ADU to occupy no more than 40% of the residence. At 451 SF, that would only allow 180.4 SF for an ADU, which would not be code compliant for habitable living space, Can you clarify which |R[codes we are not in compliance with? Our understanding ofthe IRC is that we meet all the minimum room requirements (7' wide, one room of 120 SF or more, etc.) You may want to contact the Tukwila planning department to determine if there are any variances. Our understanding from conversations with the building and planning departments is that there is currently no variance path, but that the applicable zoning code will be changing in June pending City Council Vote. We strongly support variance paths and changes to the code to make ADUs/0ADUs more feasible for Tukwila homeowners and to encourage density, small dwellings and affordable low -impact housing. Below isalist review issues noticed ifthe ADUistobeallowed. 2. Bedroom window shall be identified as Egress and show U-values for windows.Bedroom window \s Egress (clear sill < 44" above floor, clear width 20", clear height 24", 5 SF feet clear area) and will be identified on revised drawing. Will note U'va|ue nf29. 3. Plans and notes indicate a French drain (also known as a footing drain) installed and connecting to the sewer. French drains shall not be allowed 10connect to the sanitary sewer. That drain system shall connect to a designed dispersion pit or city storm drain system. Provide clarification with a revised system. Footing drain existing. Does not connect to sewer. Connected to dispersion storm drain. 4. There shall be a one -hour separation between the two residences. This also means there shall not be any penetrations between the two units with clucting or other similar fixtures and pipes. The plan � 100 � �oatmPill_ ���r�� �~=~---- � � indicates a masonry heater with make-up air penetrating the ceiling. This would not be allowed unless a one -hour shaft design is created that meets building codes. Please clarify or revise as needed to comply. Removing masonry heater from plan. For your future reference: https://codes. iccsafe.org/content/I RC2015/chapter-10-chimneys-and-fireplaces https://apps.leg.wa.gov/wac/default.aspx?cite=51-51-1006 https://ecology.wa.gov/Air-Climate/Air-qua lity/Smoke-fire/wood-stove-info https://fortress.wa.gov/ecy/ersha re/AQ/PDFs/wood-masonry-a pproved.pdf 5. Please clarify what the masonry heater is. See above #4. 6. Exterior wall framing shall be 2x6 framing with R-21 insulation. Framing shall be protected against the concrete with a vapor barrier and wall floor plates shall be pressure treated lumber. Please clarify with a detail. Exterior wall framing will be 2x4 framing but overall wall assembly will meet R-21 w/ rigid XPS against foundation wall. Will show more detail on revised drawings. Example: rEW DROPPED CLG FOR :l. AINO REDUCTION MINERAL WCIOUSOUND BATT'M-ERE NOTED SS STEEL. Z GAMINE!. SCREWED TO JOTS ST ME SCFEWED TO CHMMIEL m] 51.7 PURR OUT *YTERIOR WALL 2X4 FRAMING (N) R-15 BATT INSULATION PYA PRMEG (1IAPOR. BARBER) ON WARM SIDE TYP VERIFY IE) OR rTA LL (R) R-fl BATT INSLLAT/OH (El WAIL SEAR WALL PER FRAlAJNG PLANS MI AMU 4WMG 1 EATING SPACE NEW INTER/OR WALL Q OUSTING STEM 4PALL T' RIM] XPS(R-6,7ilN)1W TAPED SEAMS {GLUE OR ANCHOR TO cONC. WALL) 2x4 FRAMING R 75 BATT rISULATICw 17 GM NTERIOR P.i. SLLPLATE. TYP FLOOR FINISH PER OV4ER (EI 4 SLh3ONGRACE 10 MIL POLY YAPOR BARRIER 4' CRUSHED ROCMAND BASE - 0 Basement. Furr Out Wall, Typ. 1" = 11.Ou {E)FLCXJR 2' RIGID INSULATION g RSA Y14 R.21 BATTINSI,LATION 6 0 2' 4' 1 0 PLANNING DEPARTMENT: Kyle Cotchettat( 3-7166 if you have questions regarding these comments. 1.The square footage ofthe ADUbover the 4U%ofthe total house s[Please make adjustments tmthe proposed ADUplan tofit this standard. TMC18.50.220 I will wait until the City Council changes this code inJune ZOZ0. 2. Please consult TIVIC Figure 18-7 for the parking requirernents and reflect this in your development plans. Please keep in mind TIVIC 18.56.065(3)-"No more than 50% of the front yard! or 800 square feet, whichever is smaller, may be approved durable uniform surface.", when developing your parking plan. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. [A 1) Applicant shall fill out and sign the attached King County Sewer Use Certificatior form, since your house/ADU will be treated as a duplex for sewer capacity charges. if the County considers this a duplex and | pay accordingly for a duplex, shouldn't the City also recognize this as a dup|eo? What if there are times when theAUU is vacant, does one still have to pay the extra sewer charges? What is the difference between the sewer usages of two people living in one house including ADU versus two people living in one house without ADU? I have many more questions and concerns about this I would like todiscuss. 2) Driveway is required to be paved with asphalt for a minimum distance of 20-ft from the edge of the existing road pavement. On your plan please show the extend of driveway pavement (width and length). Joanna spoke with Daniel Corcoran and said doesn't need to be asphalt and that pavers are fine. Driveway will be paved. However Joanna should drive by to view current pad for parking to determine if existing is okay. 3)The 2ndpage ofyour permit application states that there are 2parking stalls provided onadjacent lot. Do you own the adjacent lot or do you have a parking agreement or any other �gal rights to use the 2 parking spaces. Please provide explanation in writing. | do own the adjacent lot (and there are actually more than Z parking stalls available on that lot). A parking agreement would have been great' but Daniel Corcoran spoke with Joanna and she said the lots needed to be legally combined irrto one to be able to count the garage/adjacent lot parking for the ADU/hnuse. See Lot Consolidation 1-19'0119. | encourage the City Council to consider and adopt more progressive and flexible parking regulations. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3)sets ofrevised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. |norder tobetter expedite your resubmnitta[a'Revision Submittal Sheet' must accompany every nesubnnittai | have enclosed one for your convenience. Corrections/revisions must bemade inperson and will not beaccepted through the mail urbvamessenger service. Bill Rambo Permit Technician City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 Emily Zisette 13600 53 Ave S Tukwila, WA 98168 RE: Request for Application Extension #1 Permit Number D19-0249 Dear Ms. Zisette, This letter is in response to your written request for an extension to application number D19-0249. 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 20, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0249 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley Emily Sarah Gend|erZisette<ed hoozom/ Tuesday, January 7, 20203:31 AM KacheUeRip|ey Pennit#D19-O249 HiRache||e. This is Emily at 13600 53rd Ave S. We spoke on the phone the other day when I was calling h)check inonthe permit status of the earthquake retrofit that was submitted by Seismic NW Regarding Permit #1319-0249.... | am requesting an extension of that oorniL It is taking longer because after we submitted the p|enn, we received notes that | need 3parking spots, | currently have more than that available, but because most ofthem are onthe adjacent lot that own (perce|#0003UO'O007) the city is not letting meuse those because technically itiaaseparate parcel #. }wiah | could have signed some paperwork asthe owner ofthe lot authorizing parking for the house, but instead } have tog0 through the process of combining the lots, which is very expensive. It took quite some time for the surveyor to draw up the plans. I submitted the lot consolidation paperwork to the city (L19-0119) on December 17th and was told it would take 6-8 weeks for that bJgothrough. | just searched for that permit online and nothing came up. Once that gets approved, wewill re -submit the ADU permit with revisions. ^ It is also taking longer because one of the notes we received was about the requirement that the ADUbeonly 40Y6cfthe total square footage of house. This has been very problematic for me because my ADU is the basement ofthe home. My orchitecthuaworhedextensive|ywithADUsin8eatt|mandoaidthotVJroituations|ikeminovvhenethoADUisinthe basement, City ofSeattle accept variances. Tukwila will not. The footprint of the basement and first floor is essentially the same, as you can understand. In my situation there is no existing connection between the basement and first floor, each already have their own separate entrances and have been separate living spaces for a long time, way before I bought the home (I actually rented the basement, which included the lot, before purchasing). So | have been working with the architect botry to figure out how to deal with this issue. Adfirst we looked at making the house bigger, but because we were told additional square footage would have to be a heated space, thesP plans got too expensive. Now weare looking at making the basement smaller, which is doable but unfortunate and honestly seems arbitrary. | myself will be living in the basement upon comp|etion, so essentially what we will have is a vvo||ed off storage space inaccessible from inside the basement, in order to reduce the square footage of the basement living space. Logically it doesn't make any sense to me. I've been trying to figure out the reasoning for the 40% requirement and haven't been able tounderstand, could you explain the rational? What | also found interesting when doing apermit search, was that nlyprevious landlady (person who oo�n�ethe hon�e and |o�had app|�dfor arental license which was approved. I'm confused how she was able to|ega!�nuntout bo� upstairsand basement units even though this place hadn't been permitted aaanADU.|don't understand enditconfuses why � Emily CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments orclick links from anunknown orsuspicious origin. Request for Peunift Application Extension # I Current Expiration Date: L— Extension Request: Approved for duys 5iOnarurc/ niria\x_� City of Tukwi a Department of Community Development August 20, 2019 DANIEL CORCORAN 1429 NW 51ST ST #1 SEATTLE, WA 98107 RE: Correction Letter # 1 ACCESSORY DWELLING UNIT Permit Application Number D19-0249 ZISETTE ADU - 13600 53 AVE S Dear DANIEL CORCORAN, 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.) (BUILDING REVIEW NOTES) 1. The square footage of main floor is listed at 451 SF, basement at 410 SF. However, the building footprint of both floors are the same. Please clarify, Tukwila only allows the ADU to occupy no more than 40% of the residence. At 451 SF, that would only allow 180.4 SF for an ADU, which would not be code compliant for habitable living space. You may want to contact the Tukwila planning department to determine if there are any variances. Below is a list review issues noticed if the ADU is to be allowed. 2. Bedroom window shall be identified as Egress and show U-values for windows. 3. Plans and notes indicate a French drain (also known as a footing drain) installed and connecting to the sewer. French drains shall not be allowed to connect to the sanitary sewer. That drain system shall connect to a designed dispersion pit or city storm drain system. Provide clarification with a revised system. 4. There shall be a one -hour separation between the two residences. This also means there shall not be any penetrations between the two units with ducting or other similar fixtures and pipes. The plan indicates a masonry heater with make-up air penetrating the ceiling. This would not be allowed unless a one -hour shaft design is created that meets building codes. Please clarify or revise as needed to comply. 5. Please clarify what the masonry heater is. 6. Exterior wall framing shall be 2x6 framing with R-21 insulation. Framing shall be protected against the concrete with a vapor barrier and wall floor plates shall be pressure treated lumber. Please clarify with a detail. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Kyle Cotchett at (206)-433-7166 if you have questions regarding these comments. 1. The square footage of the ADU is over the 40% of the total house sf. Please make adjustments to the proposed ADU plan to fit this standard. TMC18.50.220 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ra'N 2. Please consult TMC Figure 18-7 for the parking requirements and reflect this in your development plans. Please keep in mind TMC I 8.56.065(3)-"No more than 50% of the front yard or 800 square feet, whichever is smaller, may be approved durable uniform surface.", when developing your parking plan. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Applicant shall fill out and sign the attached King County Sewer Use Certification form, since your house/ADU will be treated as a duplex for sewer capacity charges. 2) Driveway is required to be paved with asphalt for a minimum distance of 20-ft from the edge of the existing road pavement. On your plan please show the extend of driveway pavement (width and length). 3) The 2nd page of your permit application states that there are 2 parking stalls provided on adjacent lot. Do you own the adjacent lot or do you have a parking agreement or any other legal rights to use the 2 parking spaces. Please provide explanation in writing. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) 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, D19-0249 •.fl tflfl ^rt I •I 1171 1 • A tel 11 / 'SAG .,,I e^.7,11 r flflf / I ,A,.er. tnPERMIT COORD COPY di PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0249 DATE: 7/21/2020 PROJECT NAME: ZISETTE ADU SITE ADDRESS: 13600 53 AVE S Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division idtit) Public Works Fire Prevention Structural P PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: JCpW- Planning Division Permit Coordinator DATE: 7/21/20 Structural Review Required DATE: L APPROVALS OR CORRECTIONS: Approved Corrections Required E (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 9/15/20 63 Fire Fees Apply ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg I] Fire El Ping 0 PW E:1 Staff Initials: 12/18/2013 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0249 PROJECT NAME: Z1SETTE ADU SITE ADDRESS:136°o 53RD AVE 5 Original Plan Submittal Response to Correction Letter # j DATE: 0 23/20 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division CAPA Public Works Fire Prevention Structural Planning Division Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/24/20 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 0_5105120 Approved with Conditions Fire Fees Apply Denied (ie: Zoning Issues REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 11-,2.0-10 Fire Ping [y( PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN RF,VIEW/ROUTING SLIP DATE: 08/02/19 PERMIT NUMBER: D19-0249 PROJECT NAME: ZISETTE ADU SITE ADDRESS: 13600 53 AVE S X Original Plan Submittal Revision # before Pei wit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: - CO Building Division 3 co-1(YR_ i'tffilic Works mil /1/4)4 P aiming Division Fire Prevention Structural u Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/06/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/03/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I Ci Departments issued corrections: Bldg Fire LJ Ping PW Staff Initia)s: 12/18/2013 Date: July 9, 2020 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D19-0249 E Response to Incomplete Letter # El Response to Correction Letter # 2 Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: Zisette ADU Project Address: 13600 53 Ave S Contact Person: Emily Zisette RECEIVED CITY OF TUKVVILA JUL 21 2020 HERMIT CENTER Phone Number: 206-930-2160 Summary of Revision: Lots have been combined per Lot Consolidation #L-19-0119. This provides garage with two off street parking spaces. New bsmt ADU reduced in size (bedroom removed) to 306 sf to be < 40% of entire dwelling. Storage room for primary dwelling created in corner of basement with exterior access. Other minor changes: move subpanel from inside ADU to unheated mudroom space; remove outer door on ADU mudroom, minor kitchen cabinetry/layout changes, change shower fixture layout. Sheet Number(s): A1.1, A1.2 (survey), A2.2, A3.1, A4.1 CAUsers ezisc1DocumentsZisene ADU Revision Submittal Form CN10lleddocx Revised: August 2015 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 ' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1St Entered in TRAKiT on 7 - ? I "" C:\Users\ezise\Documents\Zisette ADU Revision Submittal Form CNifilled.docx 2/19/2021 IC)W,t0l01IMf Nponnr 00 Labor 8i indUStrieS IhitPS://lni.Wa.920. MIGHTY HOUSE CONSTRUCTION MIGHTY HOUSE CONSTRUCTION Owner or tradesperson Principals ELFLINE, DOUGLAS ROY, PRESIDENT ELFLINE, LAURA JEANNE, VICE PRESIDENT Doing business as MIGHTY HOUSE CONSTRUCTION WA UBI No. 602 898 556 Parent company MIGHTY HOUSE INC 3108 SW WEBSTER ST SEATTLE, WA 98126 206-459-8577 KING County Business type Corporation Goveming persons DOUGLAS ROY ELFLINE LAURA JEANNE ELFLINE; 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. MIGHTHC918DS Effective — expiration 03/10/2009— 03/10/2021 Bond CBIC Bond account no. S12262 $12,000.00 Received by L&I Effective date 03/10/2009 03/09/2009 Expiration date Until Canceled Insurance Contractors Bonding & lnsuranc $1,000,000.00 Policy no. C11SI2262 Received by L&I Effective date 02/19/2021 03/09/2013 Expiration date 03/09/2022 ings No Savings accounts during the previous 6 year period. Lawsuits against_the bond,or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. https://secure.lni.wa.goviverify/Detail.aspx?UB1=602898556&LIC=MIGHTHC918DS&SAW= 1/2 10/29/2020 ALL MIGHTY GENERAL CONST LLC L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office (https://Ini.wa.gov/agencyJcontact/#office-locations), or you can call the Office of Information and Assistance at 360-902-5800. ns� faf ki Labor & Industries-(https://Ini.wa.gov). ALL MIGHTY GENERAL CONST LLC Owner or tradesperson Principals CASTANEDA NICIA, PEDRO SAU, PARTNER/MEMBER Doing business as ALL MIGHTY GENERAL CONST LLC WA UBI No. 604 112 880 License 11621 3RD AVE S SEATTLE, WA 98168 206-883-8447 KING County Business type Limited Liability Company 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, ALLMIMG8350G Effective — expiration 09/05/2017— 09/05/2021 Bond Navigators Ins Co Bond account no. NAV00025193 $12,000.00 Received by L&I Effective date 05/28/2020 06/05/2020 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no, NA119391600 Received by L&I Effective date 05/29/2020 06/05/2017 Expiration date 06/05/2021 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&1 Tax debts .............. ..................... No L I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604112880&LIC=ALLMIMG8350G&SAW= 1/2 O.H. POWER 15.0 ROAD EASEMENT 8" SEWER MAIN (E) 6" SIDE SEWER >- w ASEMENT; SEE 0 rn U) 0 0 U) FIRE HYDRANT UTILITY BOX 6.5' 20.9' (THIS PARCEL COMBINED WITH HOUSE PARCEL) (E )GRAVEL I DRIVE I I (2) 10X16 PARKING STALLS (E) I (NO WORK) 509 sq ft I EMFIRESS rdEE ,28"DIA. Iss +760a (E) SHED I 85 sq ft SEE SHED PLAN @ A2.2 I (N) WATER HEATER I I AS E) SHED (74sgft In rr M GNOLIAI I 3 DIA. I /+78.00' (SEE SURVEY A1.2) HOLLY TREE 12" DIA. N (N) ADU ENTRY BELOW "PL=56.87' IEl GRADE , ._0UP UP +76.90' ----- "IA UP t3-4" -'t (E) DECK A 11R , - r 26sgft BRICK REAR ENTRY '0600 53RD AVE S 1 STp Y + (Ii4 BASEMENT ADU' w i i/ F.F= +84.00 FT / 494 sq ft BLDG FOOTPRINT Cif ' PARCEL # 000300-0038 PAVERS /' /1 }/ �\v,^\ TANK Proposed Site Plan 1" = 10' +80.00' ENTRY UP UP 3R Ventilation Code Summary: FOR (N) BASEMENT ADU SET BACK - IEI GLADE +810'\ I \ �X 2 0.H. I WOOD C) PORCH C) 1 UP 2R Ili WOOD RAMP ./CONC. r- BLOCK of PATH WATER METER PL=55.00' CC)) WATER LINE 53RDAVE ST.S_�,-_ /)\ DRIVEWAY\ I BRICK PAVERS 0 N Whole House Ventilation M1507.3 Whole house ventilation provided using exhaust fans, M1507.3.4 Fans shall have a flow rating per table M1507.3.3(1). Outdoor air shall be supplied to each habitable space through outdoor air inlets or operable windows, Fan shall have a sone rating of 1.0 or less. Fan Control & Operation, M1507.3.2. Intermittent whole -house ventilation systems shall be controlled by a programmable timer and shall operate at least one hour out of every four, and shall have a manual control as well. Intermittent fans shall operate at the flow rate in table M1507.3.3 (1) multiplied by the factor in table M1507.3.3 (2). A label shall be affixed to the controls that reads " Whole House Ventilation (see operating instructions)." Ventilation Openings, M1507.3.4.4- provided via operable windows Operable windows to have openable area 4 in sq. net area for each 10 cfm of outdoor air req'd by Table M1507.3.3(1) CFM requirement= openable area required= 18 in sq. each habitable space window Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means. Doors shall be undercut to a minimum of 1/2 inch above the surface of the finish floor covering. 45 cfm Ventilation Openings, M1507.3.4.4 Ventilation openings shall be screened or otherwise protected, and located: 1. No closer than 10' from appliance vent, unless such vent is 3' above the outdoor air inlet. 2. No closer than 10' frome a plumbing drainage vent unless such vent is 3' or more above the outdoor air inlet. U -'U) ENCLOSED SPACE BELOW (E) PORCH FOR (N) ADU ENTRY (UNHEATED) (ELGRABE +80.00' REMODEL IEl BSMT INTO (N) 306 SF ADU FENCE HEAT PUMP - (E) EXTERIOR UNIT CHIMNEY 9'X16' PARKING STALL FOR ADU rr +82.00' r NOTES: -CONTOURS ESTIMATED FROM KING COUNTY GIS -SETBACKS PER 18.10.060.5 PAVEMENT EDGE (NO CURB) Local Exhaust M1507.4 The minimum source specific ventilation effective exhaust capacity shall not be less than specified in Table M1507.4: MIN. 50 CFM for bathrooms, and MIN. 100 CFM for kitchen hood. Exhaust fans shall be controlled by manual switches, dehumidistats, timers, or other approved means with controls readily accessible. TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (square tsar) NUMBER OF BEDROOMS 0-1 r 2-.3. ( 4 Ai,Oow in CFM Is 1541- ?.l)(x➢ ) 755 1 tt)5. 3 001 - 4 9tx} fd1 75 r.!(1 10.'3 120 4501-66100 25 4Si L .135 6.14)1-751*) �0 1!75 Iii' 73S 1 . > 7.5(X) (15 120 ISO} 16 cur SI: =0A929 m . 1 cub.: soot p,r i„ute (1.(>)04:19 r°'t4. TABLE M1507.3.3(2) INTERMIT I ENT WHOLE -HOUSE. MECHANICAL VENTILATION RATE FACTORS" ° RUN-TIME PERCENTAGE i EACH 4-HOUR SEGMENT 25% 33% sa% 66% TS% 100% Factor' 3 I_5 1_? a Out veselfa in* sy is Ostrepolaiion hey TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY OWEWNGS AREA TO BE EXHAUSTED EXHAUST RATES Kitchens 100 cfm intermittent or 25 cfm continuous Bathrooms -Toilet Rooms_ laundry rooms indoor swim- Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous Ining pools spa' Energy Code Summary: WA State 2015 Residential Energy Code WSEC & IRC Ventilation Prescriptive Table R402.1.1 ZONE 4C Minimum Values for Reference: Allowable U factor for windows: 0.3 Skylites: 0.5 Opaque Doors: 0.2 Ceilings with Attics: R-49 Single Rafter or Joist Vaulted Ceilings: R-38 Floors: R-30 Walls Above Grade: R-21 Walls Below Grade: *10/15/21 int + TB Continuous @ Exterior of Wall: R-10 Continuous @ Interior of Wall: R-15 Cavity @ Interior w/ Thermal Break** I R-21 Slab on grade: R-10 * All new headers to be insulated to R-10 *10/15/21 int + TB shall be permitted to be met with R-13 ** Thermal Break between the slab and the basement wall at the interior of the basement wall Energy Credits Per 2015 WSEC R406.2 : (New ADU) Per WSEC Table R406.2 Credit Option 3b: 1.0 credits 36° SEPARATE PERMIT REQUIRED FCF: ;ar,irw Fenestration U = 0.28 Floor Insulation = R-38 Slab on Grade = R-10 HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air -source ource heat pump with minimum HSPF of 9.0 To qualify to claim this credit. the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency, Allowed ADU Size Table Limited to 40% of primary dwelling size Measure from interior of exteiror walls, heated spaces Areas - after remodel sf Dwelling - 1st floor 451 Dwelling - basement (ADU + storage) 408 Laundry shed, heated (NOT COUNTED) 0 Total Dwelling 859 40% of total dwellling - ADU limited to: 343.6 ADU IS 306 SF < 343.6 SF ALLOWABLE 20' $113110 Jos I.0 EXISTING LOT COVERAGE: Parcel Number : 000300-0083 Lot Size SF include Footprints including Eaves over 3' Project Information: Owner Emily Zisette 13600 53rd Ave S Tukwila WA 98168 ezisette[o�vahoo.corn Permitting / Drawings Studio DEC Dan Corcoran 1429 NW 51st Street, STE 1 Seattle, WA 98107 206.604.0735 Contractor/Builder Amy Works, Inc. 4742 42nd Ave SW, PMB 540 Seattle WA 98116 206-478-2019 help(a?amvworks.com AMYWOI*899RT Property Address: 13600 53rd Ave S Tukwila WA 98168 Parcel Number / Tax I.D.: 000300-0038 Project Description: Basement remodel creating 306sf ADU, enclose entry porch add water heater to laundry shed Parking (2) spaces for primary dwelling in garage (1) new space for ADU in front of house Code Information: 2015 IRC w/ WA state amendments Construction Type: V-B wood frame Occupancy: Single Family R-3 Land Use / Zoning Information: Jurisdiction: City of Tukwila LDR Zoning LOT CONSOLIDATION # L-19-0119 PROPOSED LEGAL DESCRIPTION: THAT PORTION OF STEPHEN FOSTER DONATION CLAIM 38, SITUATE IN THE SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE OF FOSTER STREET AND THE WESTERLY LINE OF THE DUWAMISH-RENTON JUNCTION ROAD; THENCE SOUTHEASTERLY ALONG SAID ROAD 176.17 FEET; THENCE ON A CURVE TO THE RIGHT. ON A RADIUS OF 5,699.65 FEET, A DISTANCE OF 10.62 FEET- THENCE S40'36'0O'W 325.13 FEET TO THE EASTERLY LINE OF 53RD AVENUE SOUTH, THENCE 523'49'15 E 61.40 FEET ALONG SAID EASTERLY LINE TO THE TRUE POINT OF BEGINNING; THENCE S23'49.15' 70.00 FEET; THENCE N71'16'00 E 104.00 FEET; THENCE N23'30'3014' 75.00 FEET TO A POINT N69'07'OO E FROM THE TRUE POINT OF BEGINNING; THENCE S69'07'OO W 102.10 FEET MORE OR LESS, TO THE TRUE POINT OF BEGINNING. 7,406 sf Existing to Remain New Items (E) House w/ Eaves >36" 494' 0 (E) Wood Deck w/ Steps > 36" abv. Grade 26 0 (E) Garage 509 0 (E) Shed side of house (Laundry) 85 0 (E) Shed on front yard 74 0 Totals 1188 0 Total (E) Lot Coverage Lot Coverage limited by setbacks per 18.10.060.5 DRAWING INDEX A1.1 A1.2 A1.3 A2.1 A2.2 A3.1 A4.1 1188 Site Plan & Project Info. Survey Plan CSC & Soil Plan Demo Plans Proposed Plans Sections Elevations sf (Alt 13600 53rd Ave S Seattle WA 98168 MAP NOT TO SCALE Daniel Corcoran a) a) In li>) Z CS) C\I 0 a) 4-p 4.) a) N Phase CD '. Co U) Plan & Project Info. 13600 53rd Ave S Tukwila WA 98168 Drawn By NR 07/08/2019 CN1 Rev. Date By 07.G7.20DC 1 OF 7 BLDG DEPT APPROVAL THIS SHEET FULL SIZE @ 24" x 36" 9(-9 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206)481-3670 FAX (206)431-3665 Email: tukplan©tukwila.wa.us 24'37'O1 "W(C) 15.62'(C) 15.00' N THAT PORTION OF THE NW 1/4, SW_1/4, SECTION _14__ TOWNSHIP _23_ NORTH, RANGE _04_ EAST, W.M. TPX L 01'r 0O 6 00030 N23'29'41 "W(C) 58.26'(M) EASEMENT LINE REMOVED LINE EXISTING BUILDING i GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. SPECIAL NOTES: 1. NONE OF THE DEEDS ADJACENT TO TAX PARCEL #000300-0083 GEOMETICALLY CLOSE. THESE DEEDS CREATE OVERLAPS ONTO ADJACENT PROPERTIES THEY ARE DESCRIBING. THIS SURVEY REPRESENTS A 'BEST FIT' SCENARIO. 0003U 2. MONUMENTATION SHOWN ON ROS 290/220 DOES NOT SHOW CLEAR TIES TO THE BOUNDARY IT REPRESENTS. / o. �61 N 61 1X -0° O0P0300 ,-z 55.00'(D) S23'49' 15 "E(D) 70.00'(D) 53RD AVE SOUTH R/W LEGEND: O FOUND REBAR/PIPE, AS SHOWN • SET 5/8" REBAR & CAP, LS 29537 IP INDICATES CENTERLINE (C) INDICATES CALCULATED VALUE PERCLOSURE CALCS (D) INDICATES VALUE OF RECORD PER DEED (ED) INDICATES VALUE OF RECORD PER EASEMENT DEED (M) INDICATES MEASURED VALUE R/W RIGHT OF WAY LOT CONSOLIDATION # L-19-0119 SITE ADDRESS: 13600 53RD AVENUE, S. TUKWILA, WA 98168 V1 CNi EMIL Y ZISETE CITY OF TUK//ILA OCTOBER 4, 2019 0 II co Z/SEE-O 1 B-LLE Vt". DATE: 10-18-I r7 CONSTRUCTION STO.-‹ 'MATER CONTROL (CSC) TEMPLATE VERSION: 2016-08-01 THIS PI AN IS REOUIREIT ' ALI R.ROJECTS WITH GREATER THAN 750 SQUARE FEET OF LAND DISTURBING ACTIVITIES A FIRST GROUND DISTLTUBANCE INSPECTION IS REQUIRED PRIOR TO START OF WORK ON ALL SITES WITH LAND DISTURBING ACTIVITY. SCHEDULE A FIRS GRO.,iND DISTURBANCE INSPECTION FOR AN ISSUED BUILDING PERMIT AT 206-684-8900 OR ONLINE AT WWW.SEATTLE.GOV/DPD. sHov, TMPORARY AT, BAND,- BEST MANAGEMENT PRACTICES (BMPS) IN THE PLAN VIEW OF THIS SPEE T `NAT WILL A'S - 'H. FOLLOWING MINIMUM REQUREMENTS. THE BMPS SHOWN IN THE pt AN V,EW OF THIS ; AI. ILL MINIMUM REQUIRED. ADDITIONAL BMPS ARE REQUIRED WHEN M. Ni L V CON TRU 11 A E' - FIE NT TO PREVENT EROSION OR TRANSPORT OF SEDIMENT OR OTHER POI TT `ANTS FROM MAR, LLEARINC DP_ NE ATE ENV • 4\1 TOP L A LLTABLISH COE. • LCi DOWN: ' 1" • )4-N ERGS II TILIZE SOIL PASTPST SLOP, PRI. SECT STORN CHANT, GO(• N(`ROL POLL ,TTNTROL DENA V.\ (UN AND FEU CONS 017F OPEN - 1. Po LEI THE PK' IN I PERM 'ThEHT CTIEWFL.ETE CONSTRLES DIREC7OR'S RULE DPP IT"( 'HUE SEATTLE S'EORVIAD. RIF ACHIEVE 'THE REOLITG: CRITICAL AREAS I NATIVE VEGETATION ACESEGS TITTI.OPERTIES AND RECEIVING WATERS IITAINMENT TRANSPORT FROM THE SITE 0,10, :RV:WATER CONTROL PLAN ,..(ONTROL. AND WATER QUALITY FACILITIES RvPs PRIOR TO, DURING, AND AFTER CONSTRUCTION ToEmwA TER CONTROL BMP DETAILS AND REQUIREMENTS ARE LOCATED IN 20'5, CHAPTER 4, VOLUME 2: CONSTRUCTION STORM WATER CONTROL, OF ANLA). SHOW ALL BMPS ON THIS PLAN SHEET THAT WILL BE USED TO AROOL STOCKPILE AND EXPOSED SLOPE COVERING MIL (M(N) EAR PLAS TI C SPEEINO A Is CIO OS WEIGH TS WITH STAKES RliNOFF TO APPROL.,,,c ON STTOOKFILE5 ID' MAX. Y STORES, S rvi B 0 L.: E, MIL (MIN) CLEAR PLASTIC SHEETING ANCHOR WEIGHTS WITH / ,-,--- STAKES CONVEY RUNOFF TO - - APPROVED LOCATION FILTER FENCE METAL FENCE POSTS FILTER FABRIC MATERIAL 60" WOE BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE -APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL -PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH 76_ „r• g'wr0-, IL Li MAXIMUM LI: I I I I U FILTER FABRUE MATERIAL BACKFILL 'MTH WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE. NATIVE BACKFILL MAY BE USED IF APPROVED BY THE SITE INSPECTOR, NOTE: ANGLE SILT FENCE BACK UP TEE SLOPE AT THE END OF RUN. SYMBOL: STABILIZED CONSTRUCTION ACCESS 0 LENGTH PER THE GPO SITE DEVELOPMENT INSPECTOR 00111aVkite• R=25' MIN. 4"-8" QUARRY SPALLS (RECYCLED CONCRETE IS NOT ALLOWED) GEO-TEXTILE FABRIC 12" MIN. THICKNESS STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. RECYCLED CONCRETE IS NOT ALLOWED. SYMBOL: TREE & VEGETATION PROTECTION TREE PROTECTION FENCING 1. MUST BE INSTALLED PRIOR TO DEMOLITION OR GROUND DISTURBANCE 2. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 3. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 4. MODIFICATIONS OF THESE REQUIREMENTS BY APPROVAL OF DPD PLANNER ONLY 5. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST 6. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS VEGETATION PROTECTION 1. MINIMIZE CONSTRUCTION ZONE 2. PROTECT VEGETATION OUTSIDE CONSTRUCIION ZONE WITH FENCING AS SHOWN CANOPY DRIP LINE DEFINES TREE & VEGETATION PROTECTION AREA ORANGE MESH OR CHAIN LINK FENCE 3. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS ru.. •„„...„,..„ riip•ei gm% A TREE & VEGETATION FENCING AROUND ENTIRE DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY DPD, AS SHOWN ON SITE PLAN SYMBOL: LINK TO MORE TREE PROTECTION INFORMATION: (NOT A CITY OF SEATTLE DOCUMENT) COMPOST SOCK A EXCESS SOCK MATERIAL, DRAWN IN AND TIED OFF AT STAKE (TYP.) DISTURBED AREA DISTURBED AREA SECTION® PLAN VIEW SPACING VARIES (TYP.) SEE NOTE 3 (SHOWN AS SLOPE PROTECTION) PROTECTED AREA 10' - 0" 0 30^ ANGLE EACH END TO PREVENT FLOW AROUND (TYP.) 2 X 2 X 3 WOODEN STAKE COMPOST SOCK - SEE NOTE 1 CONTOUR LINE (TYP.) 2"X 2"X 3' WOODEN STAKE, SPACED EVERY 3' D.C. (TYP.) DETAIL 1. COMPOST SOCK SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION 9.14.4(9). COMPOST SOCK SHALL BE A MINIMUM OF10" IN DIAMETER OR SIZED TO SUIT CONDITIONS AS SPECIFIED BY THE ENGINEER. 2. ALWAYS INSTALL COMPOST SOCK PERPENDICULAR TO SLOPE AND ALONG CONTOUR LINES. 3. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE COMPOST SOCK WHEN ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE HEIGHT OF THE COMPOST SOCK. 4, MAY BE USED IN PLACE OF FILTER FENCE FOR PREMIER CONTROL. SYMBOL: 0 0 0 e POST CONSTRUCTION SOIL MANAGEMENT PLAN AT THE ETHL ,,( - SECT. ALL AREAS DISTURBED AND NOT COVERED WITH A HARD SURFACE MUST BE L"../PER (HP SOIL AMENDMENT DETAIL BELOW AND PROBE TO 12-INCHES AT TIE SIT , ,R.-1,: ',- DU/FON LABEI AR TISIUPBED AND NOT COVERED WITH A HARD SURFACE WITHIN THE SITE AS ONE 11' „:: RUINING: SA (SOIL AMENDMENT AREA) or ND (NON -DISTURBED AREA). SEE [1( (UT- L - OW CO NOT REFERENCE AN ALTERNATE PLAN SHEET. --, AN ES' 1.u: ' 'HE ',GIME OF COMPOST REQUIRED IS AUTOMATICALLY CALCULATED ON THE SIG UL: ERA:WASI: CONTROL SUMMARY SHEET REQUIRED ON THE DRAINAGE AND WAVE ,, T :IE ICJ DLAN (DWC PLAN). THE ACTUAL VOLUME OF COMPOST REQUIRED WILL ET ' :: -TETI :N THE FIELD. DEFINITIONS - NON 71 ' E-, P ARL.A. (ND): VEGETATED AREAS THAT WILL NOT BE SUBJECT TO LAND DISTDPIELE: : ',(EFE (SEr D) DO NOT RE:QUIRE SOIL AMENDMENT IF THEY ARE FENCED AND GURU. " RE Y PPOTECTED THROUGHOUT CONSTRUCTION. THE FENCING MUST BE IN PLACI u - ::IRS I GROUND DISTURBANCE INSPECTION. THIS WILL BE MONITORED E3Y FHE DP., T r. LSPET OR. NO DISTURBANCE, INCLUDING VEHICLE TRAFFIC OR MATERIAL STORG,1 ', DWER ,N THESE AREAS UN II FINAL INSPECTION. LABEL THESE AREAS AS (TU. c H A1:, VIEW. SOIL AN': NALL 1. AREA (SA): VEGETATED OR COMPOSE AREAS (TURF AND LANDSCAPE) mUST p, AL, ' _S 0 PEP THE SOIL AMENDMENT DETAIL AND THE SUBSOIL MUST BE WIi RROBE TO A DEPTH OF 12 INCHES PRIOR TO SITE FINAL INSPECI IRT. , , INCLUDES AREAS IMPACTED BY CLEARING AND GRADING, STOCKPILING, SITE 31.:EI EL A TIPWAsS AND MATERIALS OR EQUIPMENT STORAGE. LABEL THESE AREAS AS (SA( . - HLEOs( VIEW. SOIL AMENDMENT : ,.000,, 05=0s- IsRF (LAWN AREAS , GRASS: SEED OR SOD ! L.,,ZouT1 INCORPORATED NTO - - (THBFOu . : . 8" ‘ \ SUBSOIL SCARIFIED 4" oUTI -LBT, K RTI TANA BELOW SOIL SURFACE). THE CiTy NOTES: 1. ; L L F SATE FON SOIL AMENDMENT IS REQUIRED ON ALL AREAS NOT IRDEI ET u MPERMOUS SURFACE WHERE SOG_ IS DISTURBED DURING 2, ERE, GL TIM:ENT MUST PASS A 12 INCH MINIMUM PROBE TEST. REOURiNG SOH AMEN, NON -DISTURBED ARE.A ,,,,,,,L \•.--,/ AMENDMENT NOT REQUiREL) Proposed CSC Site Plan 1" 10' AREA OF EXTERIORINORK 20' E3I,J LIINNIC..; DIVIS ION I z 0 c,_ 0 0 z 0 z ow w 2 POST CONSTRUCTION SOIL MANAG APPLICANT PLAN SET z 0 0 u.3 a0 0 0 ce F-- 0 LL 0 w aw 0 3 OF 7 DATE: 07/08/2019 STANDARD CSC/SOIL PLAN SHEET CSC ED 03 a) 0 CL Plan Notes: SD INDICATES HARDWIRED, INTERCONNECTED SMOKE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP GD INDICATES HARDWIRED, INTERCONNECTED CARBON MONOXIDE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP 1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS PRIOR TO CONSTRUCTION, AND NOTIFY CLIENT AND/OR DESIGNER OF ANY CONFLICTS WITH PLAN DIMENSIONS / NOTES. 2. BUILDING ENTRANCE DOOR(S) SHALL BE CAPABLE OF LOCKING, EQUIPPED WITH A DEAD -LOCKING LATCH BOLT, AND BE OPENABLE FROM INSIDE WITHOUT USE OFA KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3, SAFETY INDICATES SAFETY GLAZING SEE NOTE 1. OF GLAZING & DOOR SCHEDULE NOTES 4, ACCESS TO BE PROVIDED TO ATTIC SPACES WITH A VERTICAL HEIGHT OF 30" OR MORE OVER AN AREA OF 30 SF OR MORE. ACCESS OPENINGS IN CEILINGS TO BE 22"X30", AND 22"W X 30"H IF LOCATED IN WALL (SEE SRC R807). 5, CRAWL SPACE ACCESS OPENINGS THRU FLOORS SHALL BE MIN. 18"x24". CRAWL SPACE ACCESS OPENINGS THRU PERIMETER WALLS SHALL NOT BE LESS THAN 16"x24". 8, (N) CONTINUOUS HANDRAIL @ 34"-38" ABOVE F.F., GRASP DIMENSION BETWEEN 1.25" - 2" (GUARD REQUIRED IF >30" ABV. F.F.). RETURN RAIL TO WALL, ALL ENDS. 9, (N) GUARD RAIL, +36" ABV. F.F., WITH OPENINGS LESS THAN 4" PER SRC R312. GUARD SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS AREA MUST BE DESIGNED TO RESIST A 200 POUND CONCENTRATED LOAD APPLIED AT THE TOP OF THE GUARD. INFILL COMPONENTS MUST BE DESIGNED FOR A 50 POUND LOAD APPLIED OVER A 12"x12" AREA, PER SRC TABLE R301.5. 10. PLAN DIMENSIONS TO FINISHES. FRAMING PLAN DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE & CENTER LINES OF DOORS, WINDOWS, POSTS & BEAMS. Energy Notes: 12. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 13. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNINSULATED, OR WITH DAMAGED INSULATION, SHALL BE FILLED WITH R - INSULATION AT 2X4 FRAMING AND WITH R-21 INS 2X6 FRAMING. 14. ALL NEW HEADERS TO BE INSULATED TO R-10 15, SPRAY OR RIGID FOAM INSULATION @ ALL (N) RR' 16. BUILDER SHALL COMPLETE AND POST AN "INC CERTIFICATE FOR RESIDENTIAL CONSTRUCTIC FEET OF THE ELECTRICAL PANEL PRIOR TO Fr INSPECTION. Wall Schedule: EXISTING (E) WALL EXISTING (E) WALL TO BE REMOVED EXISTING FOUNDATION WALL, SEE FRAMING NEW INTERIOR WALL = 2x4 © 24" 0.C. NEW EXTERIOR WALL = 2x6 © 16" O.C. NEW FOUNDATION WALL, SEE FRAMING UP 11R� 7'-8 1/4" REMOVE RAILING TO WATERPROOF - PORCH FLOOR, REATTACH PER DETAILS 3 & 4/A3.1 10' 5" 4'-1" (E) STAIR & PORCH rn 3' 5' ♦ (0 (E) ELEC. PANEL, SEPERATE BASEMENT CIRCUITS AS NEEDED FOR (N) ADU 01 0 IL 3' 5' (E) RANGE + 00CFM MIN HOOD (E) KITCHEN LE) BEDROOM ATTIC ACCESS (El DINING/ LIVING ROOM (E) ENTRY I' iv r 19'-10" N (0 2%4„ 6'-8" r- u BATH R./1 \I 0 '-6" 3' 4'-8" (E) HEAT "' PUMP FAN COIL (E) First Floor Plan 1/4" = 1'-0" (E) CONC. STAY, SEE NEW PLAN (E) EXHAUST FAN DEMO/ REPLACE CONC. WALK 22'-4 1/2" 3R' 4i ( DNIi 'i EXCAVATE -18" DEEP FOR WATER LINE & (N) HEAT PUMP LINES REPLACE (E) WDW W/ ACCESS CSMT (E) EXTERIOR STAIRS ABV. 3 D (E)CONC. WALL CUT FOR STORAGE BELOW BENCH 24sgft (E) PORCH ABV. DEMO SLAB / WALK (E) WDW / m rn 1' 1 � DEMO DOOR - (E) SHOWER DRAIN - RELOCATE AS NEEDED II (E) SINK DRAIN JE) BASEMENT r- -;1 " I (E) FAN 2'-6" 6' •i (E) TOILET DRAIN, RELOCATE TO ACCOMODATE 4.5" WALL FURR OUT 2'-8" 6' (E) POST (3) 2X6 (E) 6X8 BEAM +26" 4-2" CONC. m 0 09 0 10'-9 1/4" 3 1/2", 19'-8 1/2" 8'-7 3/4" Basement Demo Plan 1/4" = 1'-0" 0 2" DRAIN LINES (E) 3" STACK REMOVE ELEC. WTR HEATER REPLACE SUPPLY LINE TO RUN FROM METER TO LAUNDRY SHED +26" H CONC. REPLACE (0 Wn",/ tell SLIDER (E) BP' (E) 6" CONC. FOUNDATION WALL 48' BLDG DEPT APPROVAL DEC Daniel Corcoran 0 4.3 V1 N Demo Plans 13600 53rd Ave S Tukwila WA 98168 Phase Drawn By CD NR 07/08/2019 CN1 Rev. Date By 4 OF 7 A2.1 LL SIZE @ 24" x 36" Plan Notes: SD INDICATES HARDWIRED, INTERCONNECTED SMOKE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP CD INDICATES HARDWIRED, INTERCONNECTED CARBON MONOXIDE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP 1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS PRIOR TO CONSTRUCTION, AND NOTIFY CLIENT AND/OR DESIGNER OF ANY CONFLICTS WITH PLAN DIMENSIONS I NOTES. 2. BUILDING ENTRANCE DOOR(S) SHALL BE CAPABLE OF LOCKING, EQUIPPED WITH A DEAD -LOCKING LATCH BOLT, AND BE OPENABLE FROM INSIDE WITHOUT USE OFA KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3, SAFETY INDICATES SAFETY GLAZING SEE NOTE 1. OF GLAZING & DOOR SCHEDULE NOTES 4, ACCESS TO BE PROVIDED TO ATTIC SPACES WITH A VERTICAL HEIGHT OF 30" OR MORE OVER AN AREA OF 30 SF OR MORE. ACCESS OPENINGS IN CEILINGS TO BE 22"X30", AND 22"W X 30"H IF LOCATED IN WALL (SEE SRC R807). 5, CRAWL SPACE ACCESS OPENINGS THRU FLOORS SHALL BE MIN. 18"x24". CRAWL SPACE ACCESS OPENINGS THRU PERIMETER WALLS SHALL NOT BE LESS THAN 16"x24". 8. (N) CONTINUOUS HANDRAIL @ 34"-38" ABOVE F.F., GRASP DIMENSION BETWEEN 1.25" - 2" (GUARD REQUIRED IF >30" ABV. F.F.). RETURN RAIL TO WALL, ALL ENDS. 9, (N) GUARD RAIL, +36" ABV. F.F., WITH OPENINGS LESS THAN 4" PER SRC R312. GUARD SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS AREA MUST BE DESIGNED TO RESIST A 200 POUND CONCENTRATED LOAD APPLIED AT THE TOP OF THE GUARD. INFILL COMPONENTS MUST BE DESIGNED FOR A 50 POUND LOAD APPLIED OVER A 12"x12" AREA, PER SRC TABLE R301.5. 10. PLAN DIMENSIONS TO FINISHES. FRAMING PLAN DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE & CENTER LINES OF DOORS, WINDOWS, POSTS & BEAMS. Energy Notes: 12. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 13. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNINSULATED, OR WITH DAMAGED INSULATION, SHALL BE FILLED WITH R-15 INSULATION AT 2X4 FRAMING AND WITH R-21 INSULATION AT 2X6 FRAMING. 14. ALL NEW HEADERS TO BE INSULATED TO R-10 15, SPRAY OR RIGID FOAM INSULATION @ ALL (N) RIMS. 16. BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3 FEET OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. Wall Schedule: EXISTING (E) WALL EXISTING (E) WALL TO BE REMOVED EXISTING FOUNDATION WALL, SEE FRAMING NEW INTERIOR WALL = 2x4 @ 24" O.C. NEW EXTERIOR WALL = 2x6 @ 16" O.C. NEW FOUNDATION WALL, SEE FRAMING (NI FLOOR: 4" CONC SLAB ON GRADE 10 MIL VAPOR BARRIER, TAPED SEAMS 2" RIGID XPS INSULATION, R-10 4" COMPACTED CRUSHED ROCK`"' rn INSULATED WALLS TO R-21 (N) UTILITY SINK (N) ELEC. WALL HEATER (N) HEAT PUMP WATER HEATER WITH COMPRESSOR ON TOP OF TANK RE-ROUTED WATER SUPPLY FROM METER ELEC. 0 (N M 7'-3" EF3 -� F � LEI LAUNDRY SHED 54 sq Fan Schedule KEY Location Description MFG. Notes EF1 (N) Bath @ Basement 80 CFM Min, Whole House Fan Panasonic, verify wl owner By 24 hr programmable timer EF3 (E) Laundry Shed Laundry Fan, 50 cfm min Panasonic, verify w! owner Push botton timer Door Schedule Location ID Description / Type Notes Height Width Basement D2 Insulated door @ (N) Basement entry 3; U=0.20 6'-8„ Basement D3 Wood door @ (N) Bath 6'-8" 2'-8" Glazing Schedule Level ID Glazing Type / Description Notes Width Height Head (+F.F.) Sill (+ F.F.) U-Value Area (SF) Basement A (E) Casement % (N) Kitchen 4 3'-4" 3' 6'-8 1/2" 44.50" .3 10.00 Basement B Slider %(N) ADU 4 4'-2" 1`-9" 5'-4" 43.00" .3 7.29 Basement C Casment for exterior access to storage 2.-4" 3'-4" 6'-8" 40.00" .3 7.78 Basement D Fixed % (N) Mudroom 1 2' 1'-6" 4'-10 1/4" 40.29" .3 3.00 61.20 sq ft GLAZING & DOOR SCHEDULE NOTES: 1. SAFETY: this window meets safety glazing requirment per IRC R308.4 2. EGRESS: this window meets egress requirements per IRC 310.1. All egress windows meet IRC 2015 egress requirements for windows at or above grade: 24" net open height, 20" net width, 5.7 SF min. area., 44" maximum sill height. 3. Building entrance door(s) shall be capable of locking, equipped with a dead -locking latch bolt, and be openable from inside without use of a key or special knowledge or effort 4. All windows within 10' of grade to be lockable from inside. 5. All new glazing to be NFRC certified and compliant with 2015 Washington State Energy Code 6. All windows to be I.G., low E coating, argon filled U.N.O. 7. This window to be operable or have trickle vent for fresh air intake, / (N) CONC. WALK/ RAMP OPENING (NO DOOR) (E) POST, TYP. (N) ADU ELEC. PANEL (E) EXTERIOR STAIRS ABV. SHWR CONTROLS SHWR NICHE 3' •r ADD R-21 BATT TO (E) WALL (N) STORAGE ACCESS@ (E) WINDOW (N) WD ACCESS LADDER (E) 6" CONC. FOUNDAT)QN WALL HW 22'-5 3/4" i036 �)Oh t 1' Af.ANCE � , ! MUDROOM 11 � UNHEATED �` f 24 sq ft ENTRY BENCH + SHELVES 12'-10 1/2" (E) PORCH ABV. 11.5 33.375 8.5 24 8.5 3'-1 1/2" EXHAUST HOOD ABV. IN CLG =rot CD SD 100 CFM (N) BAD) 6 $ 0 1N) STUDIO ADU (E) C BENCH/FO (N) BROOM NICHE EF1 IN/DOOR (N) FAN _ T - T , (E) 6X8 BEAM (N) ELEC. RADIANT FLOOR MAT STEAM GENERATOR IN UPPER CAB/SHELF. FILL IN (E) DOOR ---- (N) STORAGE FOR MAIN UNIT UNHEATED, INSULATED 108 sq ft VERIFY R-30 BATT AT CLG ADD R-21 BATT TO (E) WALL SHOWER VOLUME: 105 CU FT FLOOR AREA: 14 SQ. FT NOTE: STEAM GENERATOR LOCATION, TBD Proposed Basement Plan (N) ADU 1/4" _ 11-0" itil SLEEPING/OFFICE NICHE 4 NC. NDATION' (N) FARMHOUSE SINK 33WX22D (N) ELEC. SLIDING RANGE REPLACE SUPPLY LINE TO RUN FROM METER TO LAUNDRY SHED (N) FRIDGE 24.4W x 28.4D x 61H (N) UPPER CABINET, 24" D DOOR FOR BEHIND FRIDGE STORAGE 3/4" END PANEL REPLACE (E) WINDOW (N) SHELVES (E) BRICK REMAINS (E) BRICK CHIMNEY (N) HEAT PUMP HEAD; USE (E) COMPRESSOR (N) ADU ONLY GROSS AREA FLOOR (INT OF EXTERIOR WALL) = 306 sq ft SAME AS (N) BSMT GROSS FLOOR AREA BLDG DEPT APPROVAL 8' DEC Daniel Corcoran tll 10 z rn CV 0 N Phase CD O) ti O • CO C) 13600 53rd Ave S Tukwila WA 98168 C U 0) co Z_ U E a) < o N N o L �i CL Drawn By'. NR fp 0 07/08/2019 CN1 Rev. Date By (07 07.20 DC 5 OF 7 A2.2 THIS SHEET FULL L34" x 36" L FLOOR -CEILING SYSTEMS, WOOD -FRAMED GA FILE NO. FC 5120 GENERIC WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS, GLASS FIBER INSULATION One layer 1/2" type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24" o.c. with 1" Type S drywall screws 8" o.c. at ends and 12" o.c. at intermediate furring channels. Gypsum board end joints located midway between continuous channels and attached to additional pieces of channel 64" long with screws 8" o.c. Resilient furring channels applied at right angles to 2 x 10 wood joists 16" o.c, with 6d coated nails, 1 7/8" long, 0.085" shank, 1/4" heads, two per joist. Wood joists supporting 5/8" interior plywood with exterior glue subfloor and 3/8" particle board, 1.5 psf. 3 1/2" glass fiber insulation batts, 0.7 pcf, friction fit in joist cavities supported alternately every 12" by wire rods and resilient furring channels. Sound tested with carpet and pad and with insulation stapled to joists. 5 RAILING TO BE REMOVED/ REBUILD 4X4 POST/ GUARDRAIL POST ATTACHMENT. SEE DETAIL 4/A3.1 DRIP EDGE FLASHING METAL FLASHING GUTTER BELOW POSTS ADD 2X RIM (N) NON -BEARING IN FILL WALL @ MUDROOM Resilient Channel Detail - 1 HR CLG NOT TO SCALE 1 2X6 CAP SLOPE TO GUTTER / 5 Waterproof Deck Detail 1 = 1-0 (N) NON -BEARING WALL: °IBERCEMENT SIDING, TBD WATER RESISTANT BARRIER -- 1/2" PLYWOOD 2x4 FRAMING @ 16" 0.C. (N) 6" CONCRETE WALL LIQUID APPLIED WATERPROOF BELOW GRAD " FINISH GRADE y 4" PERF. FOOTING DRAI, TIE TO (E); SET IN FREE DRAINING GRAVEL 1 HOUR FIRE Approx. Ceiling Weight: Fire Test: Sound Test: !IC & Test: 50 to 54 STC SOUND 2 psf FM FC-181, 8-31-72 G&H OC-3MT, 10-13-71 (73 C & P) G&H OC-3MT, 10-13-71 1 (E) HOUSE (N) WATERPROOF DECK WATERPROOF MEMBRANE 3/4" T&G PLYWOOD SCREWED TO (E) JOISTS SHIM PLYWOOD TO SLOPE LAP HOUSE WATER RESISTANT BARRIER OVER MEMBRANE ---- WRAP UP WALL 4" MIN (E) 2X8 P.T. JOISTS REMAI! I ----- SHIM UP (E) JOISTS FOR 1/4" PER FT. SLOPE Mudroom Foundation Wall 6 1" = 11-0" c u rxr 5/8" DIA. A . (2) EACH WALL 2X4 P.T. SILL PLATE #4 @ 16" OC EACH WAY ALT. BENDS @ FOOTING 25 JOINT (N) SLAB 4" SLAB ON GRADE 10 MIL VAPOPR BARRIER 4" CRUSHED ROCK (2) #4 CONT. @ BOT 16" max stair guard is required for stairs with a total rise of 30" or more; see GUARD REQUIREMENTS for more information stair guard height: - 34" min. measured from nosing of step 6'-0" maximu tween posts Openings for required guards on the sides of stair treads shall not allow a sphere 4-3/8" to pass through. Stair Guard Detail, Typ. NOT TO SCALE Triangular opening shall not permit the passage of a 6" diameter sphere. STAIR CLEARANCE, MAINTAIN 80" MIN. ABV. NOSING CONTINUOUS HANDRAIL @ 34"-38" ABOVE F.F., GRASP DIMENSION BETWEEN 1.25"- 2", PER SMC 311.7.8, TYP. RETURN RAIL TO WALL, ALL ENDS WHEN TREADS ARE LESS THAN 11" A NOSING PROJECTION NOT LESS THAN 3/4" AND NOT MORE THAN 1 1/4" SHALL BE PROVDED ON STAIRWAYS WITH SOLID RISERS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2". STAIR RISE & RUN: 10" MIN. TREADS & 7.75" RISER MAX. Stair, Typ. 1/2" = '-0" 4x4 post, typical-7I —6'-0" maximum spacing DO NOT NOTCH ll 36" minimum —2x2 baluster, typical 2x6 or 5/4 board rail cap: attach to guard post with �/ (3) #12 by 3" long screws or (3) 16d threaded nails with 0.148" nominal diameter (2)1/2" diamete through -bolts and washers _ openings shall not allow the passage of a 4" diameter sphere Guardrail Detail @ Upper Deck NOT TO SCALE 16" max %" O.D. galvanized bolt or threaded rod w/ nuts & washers 2x8 min. deck joists & rims Min. 1800# tension device 5/8" O.D. galvanized bolt or threaded rod w/ nuts & washers 2'min 2%1" min and 5" max 2"min Note: Use above details for guard connections or provide engineered design that shows Guards can resist a single concentrated load of 200 La applied in any direction at any point along the top and have attachment devices and supporting structure to transfer this load to appropriate structural elements of the building per IBC sec 1607.7.1.1 4 Guardrail Attachement Detail NOT TO SCALE 2x4 top and bottom; attach to guard post with (2)8d threaded nails or (2)#8 wood screws >_2-'/2" long on inside face minimum nominal 2x8 rim or outside joist attach balusters at top and bottom with (1)#8 wood screw or (2)8d post -frame threaded nails with 0.135" nominal diameter 4x4 min. post @ 6'0" o.c. max,, Typ Min. 1800# tension straps 2"min 2x8 min. blocking 2"min Section B T.O. PLt 91.31' T.O. SUB F R 84.00' T.O. PLAT +83.33' TO.SLA +75.83' -- PROPERTY LINE NEW ADU FURRED OUT WALL - 5.5" R-21 - 1" POLY ISO RIGID w TAPED SEAMS , R-6.7 - 1/2" AIR GAP - 2X4 @ 16 O.C., P.T. SILL PLATE BIB IN 2X4 WALL= R-15 MIN. - 1/2" GYP OR CEMENT BOARD - FINISH -PLASTER OR TILE (E) 6" CONC WALL Building Section (Looking East) A 1/4" = 11-0" T.O. PLATE 91.31' (NI WATERPROOF DECK -DECKING 1X6 - P.T. 2X SLEEPERS @ 12" 0.C. - WATERPROOF MEMBRANE - 3/4 T&G PLYWOOD - (E) 2X JOISTS - INSULATION? -1/2 GWB @ INTERIOR T.O. SUB FLR 84.00' T.O. PLATE +83.33' PROPERTY LINE (E) PORCH ROOF REMAINS (E) ATTIC LE) KITCHEN BATH (N) HOUSE (E) BEDROOM (E) BATH N) ADU .-. ... .� 000000 D 1 II SHELVES ---- AEI I" 1-MUDROOM-1 STORAGE EELOW BENCH T.O. SLAB +75.83' j...�..,►. 1 I (N) ADU N) FRENCH DRAIN Mudroom Section (Looking South) 1/4" = 11-0" T.O. PLATE 91.31' (E) WOOD STAIR, SEE 1/A3.1 T.O. SUB FLR 84.00' T.O. PLATE +83.33' T.O. SLAB +75.83' Mudroom Section ( Looking East) 1/4" = 111-011 (N) STEAM GENERATOR (N) FRENCH DRAIN T.O. PLATE 91.31' (E) PORCH ROOF RE -ATTACH WOOD RAILING PER 3 & 4/A3.1 REPLACE DECKING W/ WATERPROOF SURFACE, SEE 6/A3.1 T.O. SUB FLR 84.00' T.O. PLATE +83.33' 10"D SHELVES (N) 2X4 WALLS (N) SPIDER WEB BRACKETS PROPERTY LINE T.O. PLATE 91.31' 1HR CEILING BETWEEN UNITS , SEE 5/A3.1 MIINERAL WOOL SOUND BATT INSULATION , (2) LAYERS 1/2" GWB, STAGGER SEAMS c7 T.O. SUB FLR 84.00' T.O. PLATE +83.33' (N) FURR OUT T.O. SLAB +75.83' T.O. PLATE 91.31' T.O. SUB FLR 84.00' T.O. PLATE +83.33' NEW ADU FURRED OUT WALL - 5.5" R-21 -1" POLY ISO w TAPED SEAMS , R-6.7 - 1/2" AIR GAP - 2X4 @ 16 O.C., P.T. SILL PLATE - BATT OR BLOWN IN INSUL= R-15 MIN. - 1/2" GYP OR CEMENT BOARD - FINISH -PLASTER OR TILE T.O. SLAB +75.83' PROPERTY LINE -- BLDG DEPT APPROVAL DEC a) 0 CO CD Cs); tB F—; >i 5 �' of CD (0, CO 0 13-19 Zisette ADU Permi Phase Drawn By CD NR 07/08/2019 CN1 R,DateBy J 1-ev07.07.20' DC 6 OF 7 A3.1 THIS SHEETFld11(Lc3�Z4"x36" I?'' or. TLJKtNIL�� ',.,, ;11 WW1 (E) WATER TANK 4' (N) VENT FOR KITCHEN HOOD N Proposed North Elevation 1/4" = l'-0" ' )0 ATE 91 31' T _R 84 00 ' 3 E +0 33' COMPRESSOR FOR HEAT PUMP WATER HEATER ,AB +75 83' (E) ELEC. METER Proposed West Elevation 1/4" = 11-0" (E) LAUNDRY SHED (SHARED) (E) DRYER VENT (N) CONC. WALK (N) ADU ENTRY (E) OVERHEAD LINE (E) LAUNDRY EXHAUST FAN (E)CONVERED PORCH REMAINS (N) BATH EXHAUST TERMINATION EF1 ENCLOSE (E) COVERED PORCH FOR UNHEATED MUDROOM 3 ) T)14403,447734,33,3,30034,47) rail .4° 300,143,L3 0 2' 4' 8' 0 2' 4' 8' TO. PLATE 91.31' T.O. SUB FLR 84.00' T.O. PLATE +83.33' TO.SLAB +75 83' (E) WATER TANK (N) ADU EXHAUST FAN EF2 Proposed East Elevation E 1/4" = (E) HEAT PUMP COMPRESSOR (E) HOUSE ENTRY Proposed South Elevation (FRONT OF HOUSE) 1/4" =1'-0" (E) HEAT PUMP COMPRESSOR T.O. PLATE 91.31' T.O. SUB FLR 84.00' T.O. PLATE +83.33' (E) WATER TANK T.O. SLAB +75.83' APA.4;4thA TO.PLATE 91.31' T.O. SUB FLR 84.00' T.O. PLATE +83,4 T.O. SLAB +75:831'" M44 BLDG DEPT APPROVAL DEC a) 0 0 (-) w r C•1 II U, 0 (E) CU U—I Phase Drawn By. CD NR a) 00 ! ' CO 13-19 Zisette ADU Permit CN 07/08/2019 CN 1 Rev, Date By 1 07.()7,20 DC 7 OF 7 •ISIRMK-t. 4' 8' A4.1 THIS SHEET41.113,raa ©, 24" x 36" CITY OF .1......usJuu4 JUL 2 "1" pERM LI C ENT E