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Permit D19-0228 - DAWIT RESIDENCE - UPPER LEVEL KITCHEN AND DINING ROOM REMODEL
DAWIT RESIDENCE 4418 S 146TH ST A P N : 0040000426 ISSUED 06/24/2021 D19-0228 Parcel No: Address: �=^�«x °~� Tukwila "~��� u�n v��m^�m�na Department mfCommunity Development G3OOSouthcenterBoulevard, Suite #1OO Tukwila, Washington 9O188 Phone: 206'431'3670 Inspection Request Line: 206'43A'9350 Web site: http://www.TukwilaWA.gov 0040000426 4418S146THST DEVELOPMENT PERMIT Permit Number: D19'0238 Issue Date: 11/26/2019 Permit Expires On: 5/24/2020 Owner: Name: Contact Person: Name: Address: Contractor: License No: Lender Address 4418Sl46THST,TUKVVLA,WA, 98168 44l85l4OTHST,TUKVV|LA,WA, 98168 OWNER AFFIDAVIT ''' ''' Phone: (206)734'2966 Phone: Expiration Date: DESCRIPTION OF WORK: UPPER LEVEL KITCHEN AND DINING ROOM REMODEL Project Valuation: $101,991.20 Type ofFire Protection: Sprinklers: Fire Alarm: Type cfConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,258.26 Occupancy per IBC: R-3 Water District: 125 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: National Electrical Code: VYACities Electrical Code: VVA[Z96468: VVAState Energy Code: 2017 ZOD ZOD 2015 Public Works Activities: [urb[ut/Acxess/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|inO/OverdzeLvad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number. 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read an# e,ofrninecl this permit and know the same to be true and correct. All provisions oflaw 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 cancelthe provisions ofany other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: -�sz�-rA �- >/o S Date:) �� ^l�� ' � 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: l: 'BUILDING PERMIT [OND[OONS*** 2: 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. 3: 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. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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 onsatisfactory completion ofthis requirement. 8: All construction noise tobpincompliance with Chapter 8JZuf the City ofTukwila Municipal Code. Acopy canbeobtained atCity Hall inthe office ofthe City Clerk. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall beventilated inaccordance with the applicable provisions of the International Mechanical Code. IO: Water heaters shall beanChoredorstrapped toresist horizontal displacemontduetoearthquakemodon. 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City nfTukwila Building Department (2O6-431-]67O). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concretep|acement: Water shall beremoved from place ofdeposit 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. 14: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZO6/431'367O). 16: No portion of this property will be used as an ADU. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438'9350 1700 BU|LD|NGF|NAL+* 0301 CONCRETE SLAB 0201 FOOTING 0409 FRAMING 0606 GLAZING 0608 PIPE INSULATION 1500 PLANNING FINAL 0601 WALL INSULATION DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $214.40. D19-0228 Address: 4418 S 146TH ST Apn: 0040000426 $214.40 Credit Card Fee $6.24 Credit Card Fee R000.369.908.00.00 0.00 $6.24 DEVELOPMENT $198.56 PERMIT FEE R000.322.100.00.00 0.00 $192.06 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT R19165 R000.322.900.04.00 0.00 $9.60 $214 40 Date Paid: Tuesday, November 26, 2019 Paid By: DAWIT YOHANES Pay Method: CREDIT CARD 038246 Printed: Tuesday, November 26, 2019 12:17 PM 1 of 1 SYSTEMS 0TUNWIL4BRAKD 6280 S0UTH[ENTER DLVD TUKWILA' WA 98188 200'433'1870 CITY OF TUKWILA 0817340000802374464580 Date: 1I/26/20I9 12:I6:48 PM CREDIT CARD SALE VISA CARD NUMBER: **********0584 K TK4N AMOUNT: $214.40 APPROVAL [D: 038240 K[[URD #: 000 CLERK In: frankie X {CARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TOTHE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1 Daps Project No. Date Application Accepted: 11 I 5kCk Date Application Expires: 1 5 ZO (For 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 or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 00 4.C:00 04t1.6 Site Address: 4403 S 1 TO 14 CA Suite Number: Floor: Tenant Name: New Tenant: D Yes 121..No PROPERTY OWNER Name: YOHAN1ES D.41411" Address: 44ra $ /464 sr City: 1DM 1 LA State: (A Zip: q8166 CONTACT PERSON — person receiving all project communication Name: VE1514 CHA'JM Address: 16611, apt.) AI)E, 0 City: us/ N No..100.b. State: wft Zip: Phone: 4/134.14,41904. Fax: Email: v_esii e, 146,50 peva, p4LINIes. coil GENERAL CONTRACTOR INFORMATION Company Name: (Nur sfteCle.b) Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARC}HTECT OF RECORD Company Name: Ke5m. Des la 11,1 uNEs u.c. Architect Name: Kes H crim NA Address: 1 6611 ; .2.0 /ilk /WE 0 City: Dir,JN 0004b, State: IA) A Zip: Phone: 44.5.5 44 eicroG Fax: Email: NI Lin/ ES . Cot4 ENGINEER OF RECORD Company Name: 1sir) Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ril IA Address: City: State: Zip: 1-1:1Applicationa1Fonns-Applications On Linc \ 2011 ApplicationaTerniit Application Ravisod - 8-9- 11.docx Revised: August. 2011 bh Page I of / BUILDING PERMIT INFORMATIOQ 206-431-3670 Valuation of Project (contractor's bid price): $ 000 .4 c, CtO Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 0 r toPo.Se4 A bbiTior-IAL. AWE ctiN4 vr.3170 Cuatemil.:1 uor trvispiell &A$61-16fsr. MAC stertovAt. OF itoo RLLs uPP. Rep R-, Will there be new rack storage? 0 Yes 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 1st Floor 2' Floor 49, 49- .•- loor 4;0 40" 40- Floors thru TeoBasement Accessory Structure* •-a- 49- -a- ..... Attached Garage Ia. .0°' Detached Garage Attached Carport 0 Detached Carport Covered Deck 19.. .49- •-• Uncovered Deck ,W -V' -.6" .- 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) For an Accessory dwelling, provide the following: Lot Area (sq ft): t14OOFloor area of principal dwelling: 1 (X) 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: d‘fr Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous matei4als in the building? 0 Yes El 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 O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. FIAApplicanons \ Forms -Applications On Line \2011 ApplicationsTernit Application Revisal - 8-9-11.docs Rcviscd: August 2011 bh Page 2 of 4 • PUBLIC WORKS PERMIT INFO TION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..Tukwila ❑...Water District #125 ❑ .. Highline ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate X.. Valley View Ig.. Sewer Availability Provided ❑ .. Renton 0 .. 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control O ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011. bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure wil 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). wed and is subject 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 AUTH e { ZED AGE Signature: Print Name: lafiff Av©A Mailing Address: Date: b6/2S1et Day Telephone: 445 5itt 61906 LYNN tpladD wA q 8034- City State Zip H: Applicatioas\Forms-Applcations On Line \2011 App5cations\Permit Application Revised.- 8-9-11.docr Revised: August 2011 bb Page 4 of 4 DESCRIPTIONS Perrr 'tl`RAK ACCOUNT D19-0228 Address: 4418 S 146TH ST Apn: 0040000426 Credit Card Fee Credit Card Fee DEVELOPMENT PLAN CHECK FEE TOT !, L. FEES PAID BY RECEIPT: R18124 R000.369.908.00.00 R000.345.830.00.00 QUANTITY 0.00 $1,043.86 S1,043.86 $30.40 $30.40 $1,013.46 $1,013.46 $1,043.86 Date 7aid: Tuesday, July 16, 2019 Paid 5 y: DAWIT YOHANES Pay Method: CREDIT CARD 009433 Printed: Tuesday, July 16, 2019 9:11 AM 1 of 1 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/16/2019 09:10:03 AM CREDIT CARD SALE VISA CARD NUMBER: **********0588 K TRAN AMOUNT: $1,043.86 APPROVAL CD: 009433 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://www.myvirtualmerchant.com/VirtualMerchantitransaction.do?dispatchMethod=pri... 7/16/20 19 MEMBER REPORT Level, Header Al 1 pkce(s) 3 1/ 2' x9 1/41° LOE Parttime Plus PSL SL1 - Ouy Use (MC cas 16%) PASSED 0 Overall Length: 161 15' 9' All locations are measured from the outside face of left support (or left cantilever end)JUI diurcumium are horizontal. 0 Design Results Actual 0 Laotian Allawmd m* LDY Loath Caribbean (Patten) Member Reaction (lbs) 597 @ 0 2520 (1.501 Passed (24%) 1.0 D + 0.75 L + 0.75 S (Al Spars) Shear (s) 468 0 10 3/4 5195 Passed (9%) 1.00 1.0 D + 1A L (AI Spans) Moment (Ft4bs) 2109 0 V 9063 Passed (23%) 1.00 1.0 0 + 1.0 L (Ni Spans) Live Load D. (in) 0.194 OW 0.533 Passed (L/M) LO D + 0.75 L + 0.75 S (Al Spans) Tbtal Load Deft. (In) 0.330 0 r 0.800 Passed (1./932) — 1.00 + 0.75 L + 0.75 S (Al Spats) • Deflection ateda: U. (U360) and IL (WM). • lbp Ed Back* (1a): 1 edge must be traced at le o/c mess detailed other. • Man Edge Bracing (Li): Bottom compression edge must be braced at le o/c mess detaBeti otherwise. System : Wed amber Tan : Haider Ming Use: Rea:lanai edam Oode : IBC 2015 Design Pletkdokgy : ASD SUppCItS Sewing Length Leeds to Swamis (Rs) Total As Rc,. Deed Fktor Uwe Roof Um SnowTobi i - Tanner - PM 1.50* 207 320 160 200 837 Nan 2 -Trimmer - PSL L50" " 1.50' 207 320 160 200 887 None Load Leaden (Side) TrIbobry Width Deed (OM) Moor Uwe (L00) Reef Liss L Sorrow (1.1.5) nverrieeer 0- Self Weight (PLF) 0 to 16' N/A 93.9 1 - Untiorm (PSF) Oto le _ r 15A 40.0 20.0 25A Oty Of Tamils Rotes Wayerhaeutas saran's that the string of b masts viit be In aoxrdance with Weyerhaeuser product design aRerla arel published design values. Weyerhaeuser ethresslyl1lns wry other warranties related to the Wham. Use of Vas aldose is not Herded to ditunwent the need fora hetn professional as determine:Ito the authority having jurisdiction. The designer cf mad, budder or Berner is responsible to assure then* coon 15 compatible Mat the coma project Accessories (Rkn Board, Blacking Panels and Squash Uccle) are rict destined by tide software. Products manuladwed at Watertown: *awes ale third -party °NOW to sustalnataa foresby standards. Wm:teems Enamored Weber Products have been ealuned by RE ES under bedvisd meats ESA-1153 and ESA-1310 avi/or tested In accordance with eaglet* ASIT4 standards. For current code evaluation repots, Weye$isa paduct Vbsature and Installation details refer to worformerhaeuser.comMaximoddts/doornerit-lbrary. The proadt application, Inca design beds, Intension and suppot InfonnatIon have beam prodded by Fate Sorban °swabs Forte Software Operator Jot; Notes Kesh Chavda Kesh Design lines LLC (425) 344-9906 kesh@keshdesignlines.com REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2019 City of Tukwila BUILDING DIVISION 5/28/2015 10:38:10 AM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 MEMBER REPORT Level, Header A2 PASSZD 1 piece(s) 3 1/2" x 9 1/4" LOE Perallanst Plus PSL SU - Dry Use (MC ic= 16%) 0 Overall Length: 16' 1 13' 1' 0 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontaL 4. II 0 Design Results Masi 0 Location Aflowed Result UV Lomb Candianten (Pattern) Member Reactkin (bs) 7753 0 2' 9 3/4* 2520 (1.50) Passed (29%) — 1.0 D + 0.75 L + 0.75 S (Al Spans) Shear (Its) 402 037 3/4. 5195 Passed (8%) 1.00 1.0 D + 1.0 L (Alt Spans) Moment (R-ts) 1400 0 9' 63/4" 9063 Passed (15%) 1.00 1.0 (3 + 1.0 L (Aft Spans) We Load Defl. On) 0.092 . 9' 5 5/r 0.442 Passed (L/999+) — 1.0 D + 0.75 L + 0.75 S (Alt Spans) Total toed . 0.150 0 9' 6' 0.664 Passed (1./999+) 1.0 D + 0.75 L + 0.75 S (PJt Spans) • Defledion Menlo: U. (1/360) and 71. (1/240). • Overhang deflection criteria: U. (211360) and (21/240). • Tap Edge Wades (to): Top ciarpresebn edge must be braced et 10 1" o/c Wee detailed orisernise. • Ream Edge Bracing (Uu): !atom compression edge must be braced at 11 1' oft unless detailed othewlse System : Wal Member Type : Header Ming Use: Residendal Benno Code : MC 2015 De0 Plethoddow ASO Supports lieedng Length Lomb to Sappossa (ibe) T AIulb4O Riu.1M DdPlow Lire -Teed 1 - Thinner - P51. 1.50" 1.50" 1.50' 252 390 2 - Trirnrner - PSL 1.50" 1.50' 1.50* 164 265/-12 130 162 721/-12 000 Loads 1maan() Telselmy Weida Deed (0.90) Ho Me (L00) Reef Live (aepreere las) 0 • SW Weight (PLF) 0 to 16' r N/A 10.9 1 - Untrorm (PSP) 0 to le r 1' 23.0 CP4 Or Wale Weyerhaeuser Notes Weyerhaeuser warrants that °tasking of Its products MI be in aosadence ale Weyerhaeuser product design ataxia and perished design wires. Weyesteauser expressly disdains any other roman mood to tha scream. Use at Ois softrAve is not Welded to dieterivent the need for design molest:tonal as determined by the authority having junaliction. The designer or record, builder or Ilim nwponsible to assure that this calculation ts oancerible rah the weird project Acoesories (Pim board. Mocking Panes are Squash blocks) are not designed by the solbriere. Products manufactured at Weyelaeuser radiates are third -party welled to sustainable foresby Oxidants. Viefiedmeeser Engineered Urea Roos hue bean valuated by ICC ES under technkal resorts E5R-1153 and ER-13e7 and/or tested ki accordance yeah amicable ASTal stendards. For cunet code evaluelon resorts, Weeehaeuser Maid Ware= and instalallon delels refer to www.vremilmeirserzmerwoodpmidocisidnmerninbaferf. The product &parketten, input design loads, dimensions and support inforrnetion lane been parlded by Forte Sorban Operator Forte Software Operator Job Notes Kesh Chavda Kesh Design Lines LLC (425) 344-9906 kesh©keehdesignlines.com FORESTRY 114411A11VE 5/26/2019 10:41:19 AM Forte v5.4, Design Engine; W.1.1.3 Page 1 of 1 rl 0 SOLUTIONS REPORT Level, Drop Beam 3 Current Solution: : 1 piece(s) 31/2" x S 1/4" 1.8E Parallam® PSL Overall Length: 10'9" 10'T AS locations am measured from the outside face of left support (or left cantilever end).NI dknensions are horizontal.; Drawing Is Conceptual Design Results Actual 0 Location Mowed Result LID! Member Reaction (lbs) 373 0 2" 5206 (3507 Passed (7%) Shear pb6) 282 0 8 3/4' 2818 Passed (10%) 1.00 Moment (R-Ibs) 824 di 5' 41/2" 3672 Passed (22%) 1.00 LNe Load belt (in) 0.175 D 5' 41/2" 0.347 Passed (L/716) — Total Load Dell. (In) 0.2491P 5 41/2 0521 Passed 0/502) — PASSED Q %st rn : Floor Plumber Type : Drop Beam ammo the : Residential Nano Cade : MC 2015 Design Meatodobgy : ASO WI larodud Saluticlinit Depth Series Plies $/Pt 5 1/4" 3 1/2" 1.$E Parallam® PSL 1 0.00 Maintaining product costs Is the responsibility of the Forte sofemare operator. Product pricing and availability may vary from dealer to dealer. Product pridng and avaNa may vary from dealer to dealer. Rice does not indude decking, rim board, ccenedinrs, or other flaming accessories. The purpose of this report Is for product comparison only. Load and support Information nary for prole tonal design review is not dsplayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Kesh Chavda Kesh Design Lines LLD (425) 344-9906 keshegkeshdesignlines. com 5/29/2019 8:55:40 AM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 ' fr.;" MEMBER REPORT Level, Beam A4 1 plece(s) 5 1/4" x 9 1/4" 2.0E Panama® Plus PSL SL2 Mobt Use (16% < MC <= 28%) PASSED 1. 0 Overall Length: 22' 21' 5" 0 All locations are measured from the outside face of It swat (cr left cantilever end).All dimensions are horizontol. 4. 0 Design Results mho 0 toad' Afliwed Remt LDP Loath ConiblnatIms(Pat*sin) Member Reaction (Ibs) 887 0 r 3987 (2.251 Passed (22%) — 1.0 D + 0.75 L + 0.75 S (Al Spans) Shear (lbS) 772 0 r 3/4' 6384 Passed (11%) 1.00 1.0 D + 1.0 L (AS Spans) Moment (R-lbs) 4261 0 11' 11733 Passed (3696) 1.00 1.0 17 + 1.0 L (Ali Spans) Live Iced Deel. (In) 0.487 0 lr 0.542 Passed (L/533) 1.0 D + 0.75 L + 0.75 S (Al Spans) Total Load Defl. On) 1.058 0 li' 1.083 Passed (1/244) — 1.0 D + 0.75 L + 0.75 S (Al Spans) • Deflection atria: U. ((/480) and It (L/240). • Top Edge Bracing (Ls): Top corronssbn edge must be braced at 2r lir oft unless detailed otherwise. • Bottom Edge Bracing OJO: Batten cOmpnessica edge must be braced at zr ge unless detailed othenvise. 9/stern Floor Nester Type : Rush Beam Building Use: Reildenrial Bulking Code : IBC 2015 Omar Methodology/ : ASD Supports ems Length Lases to Supports (lba) Accessories Toed Available itoquired Deed Floor use Roof uve Snow Total 1. Sbici wall - PSL MO" 2.25' 1.50' 357 440 220 7/5 1292 1 1/4" Rim Baud 2 - Stud wall - SPF 390' 1.50' 357 440 220 275 1292 1 1/4Rim board • Rirn Board is assumed to early al beds applied cetaboee, triPeelell the member red desired. Loads Loosens plies) Tributary Valens Dead (030) floor Lire (1.00) Roof Uwe We) Sawa (1.15) Cowan. (nanunalu o - 80 Weight (PLF) i 1/4" to ir to N/A 17.6 1- Untrann (PSF) 01022' (Front) r 15.0 40.0 20.0 25.0 King Court/ Vieyerhaeuser Notes Weyerhasuer vonares Met the skiing of Rs moducts vile be In accordance with Wergerhaduer product design criteria and cublIshed dedan alum. Weyerhaeuser ewes* &diens any other warrwees rdated Oa the software. Use of this warfare Is not lensedd to dromment the need fOr a design professional as deb:untried by the audio*/ liming jurisdiction. The designer of record, bidder or framer b responstie to assure that this calalarion 15 coiripatible with the overall project. Accessories (Mni Board, Bloddng Pandit and Squish Blods) are not desiewed by this 5P:insure. Products nvanteadured at Weyerhaeuser fadeles are Wed -piny maned to sustainable fonstry stow:lards. Weyerhaeuser Engineered turrber Products have been evaluated by ICC ES under technics veleta ER-1153 ard ESR-13117 and/or tested In accordance with appecatle A5714 standards. For anent code ambition reports, wayarteause product atenwre and Installation details refer to vernv.wrichauder.comAircridproducts/dcortiestarmy. The midi& application, Input design loads, dinerekra and support Information have been prodded by Fate Sofhvere Operator Forte Software Operator Job Notes Kesh Chavda Kesh Design Lines LLC (425) 344-9906 kesh@keshdesigniines.com SUSTAINABLE FORESTRY INITIATIVE 5/28/2019 11:26:25 AM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 MEMBER REPORT Leb54 /OSTP1 1 piece(s) $1/4a x 51/4" 1.8E Paral1am® PSL Piti..SM Post Hem 10 Design Results AWsrt ldiesNed Redtdt LDF Load: Comblratloo 23 50 Passed (46%) Compression pbs) 100 33802 Passed (096) 1.00 1.00 + 1.01. Base Bearing (s) 100 17502 Passed (1%) — 1.0 D + 1.0 L BeJit�J1g%CCmpress1DCJ 0.00 1 Passed (0%) 1.00 1.00 + 1A L. • AtdM Iced a oaeslcIty far eta desfpn M 1/6 or all IkM le member side dimension. • Applkable calculations are bend on NOS. Max Unbracad Length Droving Is Cbnce taI Vertical Load Dead (0.90) Moor Use (L00) Conl�ae:�s 1- Pol nt (lb) 20 80 Member ljipe Building Code : Free Standing Post IBC 2015 Design Methodology:ASD Weyefeese• carrots that the shins d Its podret s soil be In broadaxe with Weer product despr shale and Prblided dedpn values. Wayerhseeer erprosdy disclaims any other twerentlet reload to the s were. Use of this software Is not Intended to drwnaert the need for a design professional as &tangoed by the Wholly tw*I0lu.Mdlchen. The edgier of reawd, brads or framer Is responsible to assure that IhIS calculation k aampatrble oath Meows! pro/ert Aoxsaorkes port Board, Ilkddng stands oar Squash ads) are rat **red by URI software. Prodsts remelt wed at W ye tweser fadlRJes we fhIrd-p.ty coaled to wombat* Poresby standards. Weyyerlaeser Engineered Lurber Products have been ewduated by ICC ES ceder technical reports E511-1153 and ESR-1357 and/or tested in accordance with makable AS0M standards. For anent code evaluation reports, Way excuser predict literature and Installation details refer to Iwnvevayestwouser.com/woodproducts/doarmenterary. The product apcticatkm, hart design bads, &nook= and support htormatJon have beet provided by Fate Software OpeMor. Forte Software Operator Job Notes Kesh Chavda Kesh Design Lines LLC (425) 344-9906 kesh@keshdesignanes.com FORESTRY IN 5/28/2019 11:31:45 AM Forte v5.4, Design Engine Ver: V7.1.1.3 Page 1 of 1 e City of Tukwila Department of Community Development October 28, 2019 DAWIT YOHANES 4418 S 146TH ST TUKWILA, WA 98168 RE: Correction Letter # 4 ACCESSORY DWELLING UNIT Permit Application Number D19-0228 DAWIT - ADU - 4418 S 146TH ST Dear DAWIT YOHANES, 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 - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMI 1-1 ALS: (Min. size 1 lx17 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 plan proposed is to eliminate the ADU. However, a full set of plans are submitted with ADU marked on most sheets. The proposed work is for the main floor. However, full basement remodel plans are included in the plan set with ADU all over the notes and page title. This makes for a confusing and inconsistent set of plans. Provide a new 'clean set' of plans having all ADU references completely removed from title and all notes. This permit and permit plans shall only be approved as a remodel for the work shown and consistent with the main floor and the actual work being done. Revise any energy code reference sheets and structural sheets for consistency. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING - C DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. 1. See Building Department's comments about removing ADU from plan set. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f"k Sincerely, '?:›zitA0 Bill Rambo Permit Technician File No. D19-0228 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development September 18, 2019 KESH CHAVDA 16611 20TH AVE W LYNNWOOD, WA 98037 RE: Correction Letter # 3 ACCESSORY DWELLING UNIT Permit Application Number D19-0228 DAWIT - ADU - 4418 S 146TH ST Dear KESH CHAVDA, 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 - C 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 floor plan has changed. The plans are not to the scale shown; dimensions cannot be verified. Provide plans that are to a measurable scale for verification of building dimensions and room sizes. The proposed square footage of the ADU does not appear to match the cover sheet data. Revise the cover sheet Site Data with correct proposed size (Gross square feet) of the new ADU and the existing residence. Provide a complete set of plans with the changes where all floor plans with structural plans are consistent with the new revised floor plan layout. 2. Provide a reference key in the window schedule and the floor plan to show the specific location of the windows on the plan. Specify egress windows for bedrooms. 3. Name all rooms and spaces both floors existing and proposed. 4. Show C.O. alarms placed outside "within close vicinity" of and outside the bedrooms. 5. Please verify all space conditioning, hot water, electrical are totally independent of each dwelling or where access to those appliances and electrical are accessible in a common area by each at any time. Penetrations shall not compromise the one -hour separation. 6. Provide details to show complete one -hour separations between the two dwellings. This shall include any penetrations for ducting, recessed lighting, pipes, ventilation or exhaust ducts etc. Include one -hour details for walls and ADU ceilings. 7. Show doors from the garage and to the ADU are solid core, self -closing and weather stripped. Show doors to the ADU with door locks. 8. Provide a cross section detail with dimensions showing exterior wall construction typically2x6 with R-21 with vapor barriers against concrete walls, insulation for floor and ceiling, along with the one -hour separation specifications. Ceiling height of the ADU. Minimum clear height shall be seven feet and 6'8" to beams and ducts. Anything less shall not be acceptable or comply with habitable rooms per code. Clarify the ceiling height in the 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 cover sheet Project Ilriraitive. 9. Elevations sheets shall reference North East South and West. 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. 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. Since ly, 1(J andace Nichols Permit Technician File No. D19-0228 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development August 29, 2019 KESH CHAVDA 16611 20TH AVE W LYNNWOOD, WA 98037 RE: Correction Letter #2 ACCESSORY DWELLING UNIT Permit Application Number D19-0228 DAWIT - ADU - 4418 S 146TH ST Dear KESH CHAVDA, 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. • Building department will review corrections when the response to the planning department comments has been submitted. PLANNING DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. 1. The ADU measures to be more than 680 square feet, which is the maximum allowable size for this dwelling. Please include a scale on plans as well as clear measurements for the area of the ADU. Informational Items: A person who owns at least 50% of the property must physically reside in either the ADU or the primary single-family dwelling. The owner's unit may not be rented to another party for any period of time. The ADU may not be sold as a condominium or otherwise segregated in ownership from the primary single-family dwelling. The ADU may not be rented for periods of less than 30 days. 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. DI9-0228 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development July 19, 2019 KESH CHAVDA 16611 20TH AVE W LYNNWOOD, WA 98037 REPLY LETTER 08.05.19 CITY OF TUKWILA AUG 1 3 2019 PERMIT CENTER Correction Letter # 1 ACCESSORY DWELLING UNIT Permit Application Number D19-0228 DAWIT - ADU - 4418 S 146TH ST Dear KESH CHAVDA, Allan Ekberg, Mayor Jack Pace, Director FW::CE1VED Aus 07 2013 Community Development 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 24)(36; 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. Elevations sheets shall reference North East South and West. Also, elevations sheet provided was inserted upside down. Revised Sheet A4 2. The windows shown on the floor plan are referenced to the window schedule. Show windows with a reference key to windows in the window schedule. Identify bedroom egress windows. Revised Sheet A6 3. Sheets A2 and A3 shows "existing and proposed" for upper floor plan and basement plan. The proposed floor plans look the same as existing and show no changes. Please clarify. Name all rooms and spaces both floors. Revised Sheet Fqiii,2& 4. Show C.O. alarm outside "within close vicinity" of and outside the bedrooms. Clarification shown on Sheet El Electrical Plan 5. Please verify all space conditioning, hot water, electrical are totally independent of each dwelling or where access to those appliances and electrical are accessible in a common area by each at any time. Revised Sheet A6 6. Provide details to show complete one -hour separations between the two dwellings. This shall include all penetrations to include ducting, recessed lighting, pipes, ventilation or exhaust ducts etc. Include one -hour details for walls and ADU ceilings. Revised Sheet A6 7. Show doors from the garage and to the ADU are solid core, self -closing and weather stripped. Show doors to the ADU with door locks. Revised Sheet A6 8. Show perimeter walls insulated per code, typically2x6 with R-21. Show vapor barriers against concrete walls. Specify all materials and plates in the details. Clarification details are on Sheet S2 for perimeter wall to basement 9. Show or specify ceiling height of the ADU. Minimum height shall be seven feet and 6'8" to beams and ducts. Anything less shall not be acceptable or comply with habitable rooms per code. Clarify the ceiling height in the cover sheet Project Narrative. Revised Sheet PI (3‘ •e• 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 Phone 206-431-3670 • Fax 206-431-3665 10. Identify on the plans, the "New Patio" below the deck with specifications. Revised Sheet A6 11. Include in the cover sheet Site Data the proposed size (Gross square feet) of the new ADU. Revised Sheet PI Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. • 1. Per TMC 18.50.220, attached ADUs may occupy a maximum of 40% of the square footage of the primary single-family dwelling (excluding the area of any attached garage) or up to 1,000 square feet, whichever is Tess. In this case, 40% of the 1,700 prirnary residence is 680 feet, and the ADU is listed as 720 square feet. Please revise plans so that the ADU meets the size requirement. Revised Sheet A6 & PI - Eliminated storage under stairs from ADU and shortened laundry room wall to comply 2. Fill out an ADU registration application found here: http://www.tukwilawa.gov/wp-content/uploads/DCD-ADU- Registration-Application-1.pdf. Completed & attached PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Applicant shall fill out and sign the attached King County Residential Sewer Use Certification for proposed ADU. Completed & attached 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, Kandace Nichols Permit Technician File No. D19-0228 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development July 19, 2019 KESH CHAVDA 16611 20TH AVE W LYNNWOOD, WA 98037 RE: Correction Letter # 1 ACCESSORY DWELLING UNIT Permit Application Number D19-0228 DAWIT - ADU - 4418 S 146TH ST Dear KESH CHAVDA, 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 SUBMI I 1 ALS: (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. Elevations sheets shall reference North East South and West. Also, elevations sheet provided was inserted upside down. 2. The windows shown on the floor plan are referenced to the window schedule. Show windows with a reference key to windows in the window schedule. Identify bedroom egress windows. 3. Sheets A2 and A3 shows "existing and proposed" for upper floor plan and basement plan. The proposed floor plans look the same as existing and show no changes. Please clarify. Name all rooms and spaces both floors. 4. Show C.O. alarm outside "within close vicinity" of and outside the bedrooms. 5. Please verify all space conditioning, hot water, electrical are totally independent of each dwelling or where access to those appliances and electrical are accessible in a common area by each at any time. 6. Provide details to show complete one -hour separations between the two dwellings. This shall include all penetrations to include ducting, recessed lighting, pipes, ventilation or exhaust ducts etc. Include one -hour details for walls and ADU ceilings. 7. Show doors from the garage and to the ADU are solid core, self -closing and weather stripped. Show doors to the ADU with door locks. 8. Show perimeter walls insulated per code, typically2x6 with R-21. Show vapor barriers against concrete walls. Specify all materials and plates in the details. 9. Show or specify ceiling height of the ADU. Minimum height shall be seven feet and 6'8" to beams and ducts. Anything less shall not be acceptable or comply with habitable rooms per code. Clarify the ceiling height in the cover sheet Project Narrative. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 10. Identify on the plan'Srme "New Patio" below the deck with specificatioh, 11. Include in the cover sheet Site Data the proposed size (Gross square feet) of the new ADU. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. • I. Per TMC 18.50.220, attached ADUs may occupy a maximum of 40% of the square footage of the primary single-family dwelling (excluding the area of any attached garage) or up to 1,000 square feet, whichever is less. In this case, 40% of the 1,700 primary residence is 680 feet, and the ADU is listed as 720 square feet. Please revise plans so that the ADU meets the size requirement. 2. Fill out an ADU registration application found here: http://www.tukwilawa.gov/wp-content/uploads/DCD-ADU- Registration-Application-1 .pdf. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Applicant shall fill out and sign the attached King County Residential Sewer Use Certification for proposed ADU. 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. Sine rely, Ce.€4 do&c.-e Kandace Nichols Permit Technician File No. D19-0228 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY C' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0228 DATE: 11/01/2019 PROJECT NAME: DAWIT ADU SITE ADDRESS: 4418 S 146' ST Original Plan Submittal X Response to Correction Letter # 16. Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AVG tiq Building Division Public Works r Fire Prevention Structural ri 0(9 MO Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 11/05/19 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 12/03/2019 P REV E ER'S T A S: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0228 DATE: 10/24/19 PROJECT NAME: DAWIT RESIDENCE - REMODEL SITE ADDRESS: 4418 S 146 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter #f Revision # after Permit Issued DEPARTMENTS: ki ipt/ Building Division Public Works [-] Fire Prevention Structural ri 06) t°64111 Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 10/29/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/26/19 Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only i CORRECTION LETTER MAILED: II ie..'11 Departments issued corrections: Bldg Fire El Ping PW 0 Staff Initials: 12/18/2013 PERMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0228 DATE: 09/06/19 PROJECT NAME: DAWIT ADU SITE ADDRESS: 4418 S 146 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: /6.6 Covy Building Division Public Works Fire Prevention Structural ms WIC Planning Division IV Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 09/10/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required (corrections entered in Reviews Denied (ie: Zoning Issues DUE DATE: 10/01/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: BldgFire D Ping LI PW D Staff initials 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0228 DATE: 08/13/19 PROJECT NAME: DAWIT - ADU SITE ADDRESS: 4418 S 146TH ST Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: tr3 MO? il Building Division Pli1S)c Worksil((V PRELIMINARY REVIEW: Not Applicable (no approval/review required) Fire Prevention Structural 0 Planning Division Permit Coordinator DATE: 08/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews P Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 09/12/2019 Notation: lineh REVIEWER'S INITIALS: DATE: Permit Center Use Only a CORRECTION LETTER MAILED: le9-9-441 Departments issued corrections: Bldg-- Fire 0 Ping PW El Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0228 PROJECT NAME: DAWIT - ADU SITE ADDRESS: 4418 S 146TH ST X Original Plan Submittal Response to Correction Letter # DATE: 07/15/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 6V-• Building Division al AL A \1 t()\ Public Works A-1\A ghj iti(116111 Fire Prevention Structural (Ai Planning Divisio Permit Coordinator II PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) DATE: 07/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: DUE DATE: 08/13/19 Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:le Departments issued corrections: Bldg Fire 0 Ping EPW Staff Initials: 12/18/2013 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. Date: 10 ' 30 -0/ Plan Check/Permit Number: D19-0228 fl Response to Incomplete Letter # Response to Correction Letter # 4 LJ Revision # after Permit is Issued EJ Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Dawit Residence - Remodel Project Address: 4418 S 146 St Contact Person: :Da 1pf7e Phone Number: 206 — 7 3 zi 29 6 G Summary of Revision: op_ g:,)z 4 0, cz, 774 k-/ )44_ ge-ey7 3-1,e_e4 )9-192 A-11 1)-(-.7i1.7TLI,S ,Rf-r j.) o le II —t7 FiEctIvED CITY OF TUKWILA OCT 3 1 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including dat,e of revision Received at the City of Tukwila Permit Center by: a Entered in TRAKiT on p-3/ -1 CAUsers \ con versionser v ice AppDatalRoamingUmeal ConversionSer vice \ TemMa93e0310ecd D477 I a7b020ad6bdIeRttE M il_Msg_1907506710726970 I \ Revision Submittal Form,doe 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 Plan Check/Permit Number: 1:1 Response to Incomplete Letter # Er Response to Correction Letter # Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner LI Deferred Submittal # -/90, Project Name: Project Address: 1,./ 95,4 •-zg Contact Person: ke..s Phone Number: .2 0 6-73 - 2- 9 6 Summary of Revision: e '0 cry.) ,c)- 0 77 / lr vc-/ CZ,1eP'( )'cn»1 R t.),(w A ,-(' rtf Th-i c e ci 4fr ,4.,„? 5 47 .c 2 S . RECEIVED CITY OF TUKWILA OCT 2 4 2019 PERMIT CENTER Sheet Number(s): 112 A 5 47 ad 53 "Cloud" or highlight all areas 'of revision including date ofrevisi. Received at the City of Tukwila Permit Center by: Entered in TRAKiT on tof)J-t ( W: \Permit CentenTemplatesVorms \Revision Submittal Form.doc Revised: August 7015 Date: 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. o6l;0 I ig Plan Check/Permit Number: D 19-0228 ❑ 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: Dawit ADU Project Address: 4418 S146 St Contact Person: 1 ESH CHA'DA Summary of Revision: RECEIVED CITY OF TUKWILA. SEP p 3 2019 PERMIT CENTER Phone Number: ¢26 S411- ggd& Ir1 E%T A6 - SI ©r A u e61)cx.E7> '70 Ggp SF gf R MOVINCT ONIE 4 P r S12C OP cA vlob Qy CixM . nl a : MA -A -629 oiJ C,olz0G NEI.JL`I s i2e Mu Sheet Number(s): "Cloud" or highlight all areas of revision including date of/evision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on R - 3 - C:\Userslbill-r\F3eskoop\Revision Submittal Famdoc Revised: August 2015 0 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 'Web site: http://NA,ww.Itil,:wilaVvi A .gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I 13/11 Plan Check/Perrnit Number: b Lil Response to Incomplete Letter # RECEIVED -. Response to Correction Letter # CITY OF TUKWILA LI Revision # after Permit is Issued AUGI 3 2019 Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # PERMIT CENTER Project Name: beKA.)04-141)\-k_ Project Address: (-1 qtr S Contact Person: /96 Summary of Revision: (UMW kikd oNt‘i kt Phone Number: Sheet Number(s): "Cloud" or highlight all areas of revision including date ifrevision Received at the City of Tukwila Permit Center C Entered in TRAKiT on 57- / 3 /9 Center1TemplatesWormsMevision Submittal Form doe Revised: August 20 15 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwil A.gov CERTIFICATE OF WATER AVAILABILITY PERMIT NO.: Part A; To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 441 g s. $4(0it' ST Owner information Agent/Contact Person Name: D 4.,.t i t yC 4. e..n A., S ,Name: Address: -pile s pi S. X � I Address: Phone: r Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat. ❑ Rezone ❑ Short Subdivision Other Q-e Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is fl. Area is served by (Water Utility District): Owner/Agent Signature Date 5 -ati-,?oti Part B: To be completed by water utility district 1. The proposed project is within 2. X No improvements required. 3. The Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: TUKbJf A/Kri4( (City/County) A (Use separate sheer 1fmore room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of 11 . S fps as documented by the attached calculations. RECEIVE 5.rl waterava`lability: CITY OF T 1. Acceptable service can be provided to this project Y li A Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. JUL 1 5 2019 System is not capable of providing service to this project. 1 hereby certify that the above information is true and correct. k AG C 4TY > Ile tsc r irk 125 t-NLt J . E�'1�1.-FY Agency/Phone 20(0-2142. By PERMIT CENTER 19 10 2°) tMcl- r 1L1App1icalara FamsAppliradois On Line201145 weer Avul.biary.dce Ravbe& M.y 2011 %.1 . - 1 11, 14-,;-1.; ':r .=• - ' l' 34605148th Suite 100 Seattle, WA 98168 ,r/I Filmic (206)242-3236 I), Fax: (246) 242-1521 Rcpt. No. 4 3 ci 7 17 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABIUTY . Residentlak $ 50.00 Commercial: $ 100.00 Certificate ofSewer Availability OR 0 Certificate of Sewer Non -Availability Part A: ( To Be Completed By Applicant) Purpose of Certificate: ,-,* 43 Building Permit . 0 Preliminary Plat or PUD 0 Short Division 9 Rezone 9 Other Proposed Use: 0 Commerdal 'Residential Single Family o Residential Multi -Family 0 Other Applicant's Na e Phone Number 26i, _73.1 _2 4 Property Address, ' / i k i.). Tax Lot Number 00 Li coo - C2 Legal Description (Attach Map and legal Description if Necessary ); rt B: be Completed by Sewer a. OR 0 A Sewer Service will be provided by side sewer connection only to an existing size sewer o feet from the site and the sewer system has the capacity to serve the proposed use. b. Sewer service will require an improvement to the sewer system of: 0 (1) » feet of sewer trunk or lateral to reach the site; and/or 0 (2) The construction of a collection system on the site and/or 0 (3) Other (desaibe) . Must be completed if 1. b above Is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, 011 0 b. The sewer system improvement will require a sewer comprehensive amendment. • a. The proposed project is within the corporate limits of the District, or has been grant Boundary 0 Review Board approval for extension of service outside the District OR 0 a. Annexation or BRB approvalwill be necessary to provide service. 4. Service a. District b. Easements: c. Other I hereby from the -I T 4 I CI is subject to the following; Permit $ due Connection Charges prior to connection: GFC: $ SFC $ Unit $ Total (Subject to Change on January 1st) Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection F-1EC Charge may be due upon connection to sewers. CITY OF 0 Required 0 May be Required JUL et e,-e-S 11/4 4C_ 7.C, f_Pi-21 ilea a 14 7/1 iii , ,771: r,.e).4 hce 1 1 0 ri _cle certify that the above sewer agency information is true, This certification shall be valid for on T date of signature. . By 4e7 Title Date 5/ VED UKWILA 2019 NTER ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate Is valid only for the real property referenced herein ("Property") which is In the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service Is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which Is the subject of this Certificate. 4. lithe District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date RECEIVED CITY OF TUKWILA JUL 1 5 2019 PERMIT CENTER 0 2� CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan c i .tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: STATE OF WASHINGTON) ) ss. COUNTY OF KING .v` e S. , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 13 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. 1 ... i , z. I! ... ..• 5 ' 7„), iisilLeg ikree0 4.- iiiI, Op wAst,1/44tk`.. iii I I 1 ‘‘‘,% NNN,,,,S• /14,04-ri-eA Owner/Owner's Agent* Signed and sworn to before me this day of 4/01/0”.ei , 20 f N TARY PUBLIC in and for the State of Washington Residing at c , County Name as commissioned: (-51/MAM- Mt /4/1e My commission expires: #-C9 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; it. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric poWer and limited waste and/or water cohnections.'An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. PROJ ECT TEAM OWNER: YOHANES DAWIT &TSIGE TIGES Tel: 206,734.2966 email: yohanesdawit2l@yahoo.com DESIGNER: YOHANES DAWIT Tel: 206.734.2966 email: yohanesdaMt2l@yahoo.com PROPERTY DETAILS ADDRESS: 4418 S 146th StreetTUKWILA WA 98168 LEGAL DISCRIPTION: ADAMS HOME TRS W 110 FT OF S 90 FT QUARTER: NE SECTION: 22TOWNSHIP: 23 RANGEA 22000 Township:27 Range:07 Secton:19 Quater:NE USE CODE: SINGLE FAMILY RES USE CODE • •11 Sq. Ft SITE DATA LOT SIZE: 9,900 SF EXISTING STUCTURE: 1st FLOOR: 1,700 SF (Finished Area) BASEMENT: 720 SF (Unfinished Area) BASEMENT GARAGE: 720 SF UNCOVERED DECK: 320 SF OPEN PORCH: 170 SF PROPOSED IMPERVIOUS SURFACES: EXISTING STUCTURE: 1,700 SF PROD ECT NARRATIVE The current house has two bedrooms and two bathrooms ,with an unfinished basement with ceiling height of 6'10", An upper floor kitchen remodel and additional bedroom are proposed, there is removal of one structura wall betwwen the existing office and living room (Beam A4) with a supporting post installation along with Removal and additon of numerous non structural wall as per plan, INDEX OF DRAWINGS P1- SITE PLAN Al - NOTES A2-AS BUILT & DEMOLITION PLAN (First Floor) A3 - UPPER FLOOR PLAN A4 - FRAMING PLAN S1-STRUCTURAL CALCULATIONS t F— ATE FOR: Mechanical Eleciricat Plumbing Gas Pining y of Tukwila LING DtVIS1C: ER REVISIONS No cr a -oes shall be a:ade to the scope of worn W knout o-- aporeval of Me Tukwila Building D,vlslon. NOTE: Revisions will reautre a new plan submittal and may Include additional plan review. FILE CO Y Permtt No. Plan review approval is subject to errors ano omissions. Approval of construction documents does not authorize the violation of any adopted Code or ordinance Receipt of approved Feld Copy and contllilon5 IS acknowledged: By 'n'4 t a..1 'f n V ,._,n vn Date: 1\ ZG — I CA City or To-- BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City Of Tukwila BUILDING DIVISION VICINITY MAPW c/w C/W Vn "_1-__-I - Parcel ----------- - ---�- C/W c/w C/W C/W c/C/W C/W C!W w C( C/W (W C/W c/C/W C/W — SEWER LINE s/ s/w s/w s/w s/w s/W s/w s/w s/w s/w /W s/w Siw s/w s/w — s�w stw — E/L E/L E/L E/L E/L E/L E/L E/L E/L E/L E/L OVER HEAD POWER LINE S 146th ST SITE PLAN SCALE: 1'=10'-O" CORF1CTION LTR# m N RECEIVED CITY OF TUKWILA OCT 3 12019 FERMIT CENTER rn C N O m Z W z Q J 0— T U) LIJ 00 CD T- 00 .y �G F- a) a) L r� VJ CD r U) 00 T— It ARCHITECTURAL NOTES GENERAL i. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE, THE 2015 INTERNATIONAL BUILDING CODE, THE WASHINGTON STATE BUILDING CODE AND ALL APPLICABLE LOCAL JURISDICTION RULES AND REGULATIONS. PROJECTS IN THE CITY OF RENTON SHALL CONFORM TO THE 2015 RENTON BUILDING CODES. 2. CONTRACTOR TO VERIFY ALL DIMENSION DATUMS AND LEVELS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS FOR CRITICAL DIMENSIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. a. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT. 5. REPORT ERRORS AND OMISSIONS TO THE ARCHITECT IMMEDIATELY. 6. THESE DRAWINGS ARE THE PROPERTY OF KESH DESIGN LINES LLC AND MAY BE REPRODUCED ONLY WITH WRITTEN PERMISSION. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME AND SIGNATURE OFTHE ARCHITECT. 7. WORKING DRAWINGS BY THEIR VERY NATURE ARE DIAGRAMMATIC AND DO NOT PROVIDE ALL DETAILS OR CONDITIONS OF CONSTRUCTION. HOWEVER, QUESTIONS MAY ARISE AS TO THE DESIGN INTENT AND TO CONSTRUCTION TECHNICAL DETAILING WITHIN THESE DRAWINGS. AS CLARIFICATIONS, INTERPRETATIONS, AND REVISIONS ARE PART OF THE CONSTRUCTION PROCESS, KESH DESIGN LINES LLC SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF NOT PARTICIPATING IN THE CONSTRUCTION PROCESS. MISCELLANEOUS ASSEMBLY REQUIREMENTS 1. ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED. 2. ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL BE PRESSURE TREATED. ALL PRESSURE TREATED LUMBER (PT.) SHALL NOT CONTAIN, OR BE TREATED WITH CHROMIUM COPPER ARSENATE. 3. PROVIDE ATTIC ACCESS, MINIMUM 22" X 30", WITH 30" MINIMUM HEADROOM AT UNOBSTRUCTED, READILY ACCESSIBLE OPENING PER IRC R807. INSULATE AND WEATHER-STRIP. 4. PROVIDE CRAWL SPACE ACCESS, MINIMUM 18"X 24" UNOBSTRUCTED OPENING PER IRC R408.4. ALLOW 18" MINIMUM SPACE UNDER WOOD JOISTS AND 12" MINIMUM UNDER WOOD GIRDERS. INSULATE AND WEATHER-STRIP. 5. PROVIDE VENTILATION PER IRC AS FOLLOWS: a. CRAWL SPACE VENTILATION: MINIMUM NET AREA SHALL NOT BE LESS THAN 1 SF PER 150 SF OF UNDERFLOOR AREA. OPENINGS SHALL BE PLACED WITHIN 3 FEET OF THE CORNERS AND SHALL PROVIDE CROSS VENTILATION PER IRC R408.1 AND R408.2 b. ATTIC VENTILATION: MINIMUM NET AREA SHALL NOT BE LESS THAN 1 SF PER 150 SF OF ATTIC AREA OR i SF PER 300 SF OF ATTIC AREA IF 50% IS IN THE SOFFIT AND 50 % IS AT LEAST 3' ABOVE THE PLATE LINE PER IRC R806.2. 6. SLOPE ALL DECKS, WALKS, DRIVEWAYS AND PATIOS AWAY FROM THE BUILDING AT A MINIMUM OF 1/4" PER FOOT. 7. STAIR ASSEMBLY: a. HEADROOM 6'-8" MIN. AND WIDTH 3'-0" MINI PER IRC R311.71 & R311.7.2 b. THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4". OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS IS LESS THAN 4". THE MINIMUM TREAD DEPTH SHALL BE 10" PER IRC R311.7.5. c. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM THE TOP TO THE BOTTOM RISER. HANDRAILS SHALL RETURN PER IRC R311.5.6.2. HANDRAILS ADJACENT TO A WALL SHALL BE A SPACE OF NOT LESS THAN 1-1/2" FROM THE WALL TO THE HANDRAIL PER IRC R311.78. d. INSTALL FIRE BLOCKING AT TOP AND BOTTOM OF STRINGER SPAN AND WALL ALONG STRINGER PER IRC R302.11. e. COVER USABLE SPACE UNDER STAIR WITH 1/2" GWB PER IRC R311.2.2 F. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE OF 4" OR MORE IN DIAMETER CANNOT PASS THROUGH PER IBC R312.1.3. g. DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7.3/4" STEP TO A MINIMUM 36" DEEP LANDING, BUT THE DOOR MAY NOT SWING OVER THE LANDING PER IRC R311.3 h. PORCHES, BALCONIES OR RAISED FLOOR SURFACES MORE THAN 30" ABOVE THE FLOOR OR GRADE SHALL HAVE GUARD RAILS NOT LESS THAN 36" IN HEIGHT PER IRC R312.1.1 & R311.1.2 8. FIRE PLACES AND SOLID FUEL BURNING APPLIANCES a. SOLID FUEL BURNING APPLIANCES INCLUDING SITE BUILT FIREPLACES, AIRTIGHT STOVES, FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS AND SHALL COMPLY WITH THE PROVISIONS OF THE IRC AND IBC. b. METAL CHIMNEYS SHALL BE ENCLOSED ABOVE THE STORY IN WHICH THE APPLIANCE SERVED IS LOCATED, IN WALLS HAVING 1-HOUR FIRE RESISTANCE RATING, AND WITH A SPACE ON ALL SIDES BETWEEN CHIMNEY AND THE ENCLOSING WALL SUFFICIENT FOR EXAMINATION AND REPAIR FOR ENTIRE CHIMNEY. c. PROVIDE FIREBLOCKING AT CHIMNEY PER IRC R1003.19. d. INSTALL FACTORY BUILT FIREPLACES WITH HEARTH AND SURROUNDS PER MANUFACTURER'S SPECIFICATIONS. STRUCTURAL NOTES e. PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED 16. ALL STRUCTURAL PANEL COMPONENTS OF THE BUILDING SUCH AS COMPONENTS TO BEAR UL APPROVAL AND BE INSTALL PER SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND OSB MANUFACTURER'S REQUIREMENTS. SHEATHING SHALL BE IDENTIFIED AS "EXTERIOR". f. THE HEARTH SHALL EXTEND AT LEAST 16" IN FRONT OF AND 8" TO 17. ADHERED AND ANCHORED VENEER SHALL CONFORM TO IRCR703. EACH SIDE OF THE FIREPLACE OPENING WHEN THE OPENING 15 STRUCTURAL SHAPES USED FOR ANCHORED MASONRY VENEER SMALLER THAN 6 SF. IF THE OPENING IS 6 SF OR LARGER THE LINTELS SHALL CONFORM TO R703.7.2.1. VENEER SHALL BE FLASHED HEARTH SHALL EXTEND 20" IN FRONT AND 12" TO EACH SIDE, 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF PER IRC R703.7.5 AND R703.8. PER IRC R1001.10. CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOWN, 18. ANCHORED VENEER SHALL BE PROVIDED WITH CORROSION RESISTANT g. ALL CHIMNEYS SHALL EXTEND AT LEAST 2'-0" ABOVE THE SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO ANCHOR TIES PER IRC R703.7.4. THE ANCHOR TIES SHALL BE SPACED HIGHEST ELEVATION OF ANY PART OF THE BUILDING WITHIN 10'- REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL A MAXIMUM OF 24" ON CENTER AND SUPPORT NO MORE THAT 2 0" BUT SHALL NOT BE LESS THAN 3' ABOVE THE HIGHEST POINT ENGINEER. SQUARE FEET OF VENEER. ADDITIONAL VENEER TIES SHALL BE WHERE THE CHIMNEY PASSES THROUGH THE ROOF PER IRC PROVIDED AROUND ALL WALL OPENINGS GREATER THAN 16" IN R1001.11. AND TABLE & FIGURE R1001.1 2. FOUNDATION SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE EITHER DIRECTION PER R703.7.4.1.1. THE ADJACENT FINISH GRADE. FOUNDATION WALL BACKFILL SHALL h. COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF WALL. PROVIDE 4" ELECTRICAL NOTES THE FIREPLACE, SMOKE CHAMBER OF CHIMNEY WALL OR PERFORATED PIPE FOR SUBSURFACE DRAINAGE. FOOTING SIZE WITHIN 12" OF FIREPLACE OPENING. NO COMBUSTIBLE SHALL BE AS INDICATED ON DRAWINGS OR PER IRC R405. 1. ALL ELECTRICAL MATERIALS, WORKMANSHIP AND CONSTRUCTION MATERIAL WITHIN 12" OF THE FIREPLACE OPENING SHALL SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL PROJECT MORE THEN 1/8" FOR EACH 1"OF CLEARANCE FROM 3. FOUNDATIONS WHERE THE SURFACE IS SLOPED MORE THAN ONE (1) RESIDENTIAL CODE, INTERNATIONAL BUILDING CODE AND THE SUCH OPENING PER IRC R1003.18. FOOT IN TEN (10) FEET SHALL BE LEVEL OR SHALL BE STEPPED SO WASHINGTON STATE ELECTRICAL CODE, LATEST EDITION. VERIFY THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION ARE LEVEL PER ALL CONDITIONSBEFORE PROCEEDING WITH WORK. 9. EXTERIOR DOORS AND WINDOW ASSEMBLIES IBC R403.1.5. a. ALL BUILDING ENTRANCE DOORS INCLUDING GARAGE DOORS 2. PROVIDE ELECTRICAL GROUND WIRES EMBEDDED IN FOUNDATION PER SHALL BE EQUIPPED WITH LOCKS CONSISTING OF A DEAD 4. WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO ELECTRICAL CODE. LOCKING LATCH BOLT WITH AT LEAST 1/2" OF THROW WHICH WEATHER OR WATER SPLASH ABOVE A CONCRETE SURFACE, PENETRATES THE STRIKE JAMB A MINIMUM OF 1/4". BUILDING PROVIDE A MINIMUM 1" PIER OR METAL PEDESTAL ABOVE THE 3. 110 V HARD WIRED SMOKE DETECTORS WITH BATTERY BACKUP ENTRANCE DOORS SHALL BE OPENABLE FROM THE INSIDE CONCRETE SURFACE. SHALL BE INSTALLED IN EACH SLEEPING ROOM AND IN ONE WITHOUT A KEY OR SPECIAL KNOWLEDGE OR EFFORT. CENTRAL LOCATION ON EACH STORY OR LEVEL, PREFERABLY 5. FOUNDATION PLATES SHALL BE BOLTED TO THE FOUNDATION WITH CLOSE TO THE STAIR LANDING. EACH SMOKE DETECTOR SHALL BE b. BUILDING ENTRANCE DOORS SHALL BE EQUIPPED WITH AN STEEL BOLTS EMBEDDED INTO THE CONCRETE. THERE SHALL BE A INTERCONNECTED SO AS TO SOUND ALARMS IN EACH ROOM OR OBSERVATION PORT OR WINDOW SIDELIGHT. OBSERVATION MINIMUM OF TWO (2) BOLTS PER PIECE AND WITHIN 12" FROM EACH AREA IF ONE DETECTOR IS TRIGGERED, PER IRC R313 PORTS SHALL BE INSTALLED AT MINIMUM 54" TO MAXIMUM 66" END PER IRC R403.1.6. SEE DRAWING FOR SIZE AND SPACING. ABOVE THE FLOOR. 6. CONCRETE SLABS ON GRADE SHALL BE 4" THICK MINIMUM. A 4" THICK DOOR AND WINDOW NOTES c. ALL OPERABLE WINDOWS AND SLIDING GLASS DOORS GRAVEL BASE COURSE SHALL BE PLACED ON THE PREPARED INSTALLED WITHIN 10'-0" OF FINISH GRADE SHALL BE SUBGRADE WHEN THE SLAB IS BELOW GRADE PER IRC R506.2.2 1. EVERY SLEEPING ROOM AND HABITABLE ROOMS IN BASEMENTS SHALL EQUIPPED WITH A LOCKING DEVICE. THIS LOCK SHALL BE HAVE AT LEAST ONE OPERABLE WINDOW WITH A NET CLEAR INSTALLED SO IT'S MOUNTING HARDWARE IS INACCESSIBLE 7 A 6 MIL. POLYELETHENE VAPOR BARRIER WITH JOINTS LAPPED NOT OPENING OF 5.7 SF. THE OPENING HEIGHT SHALL BE 24" MINIMUM FROM THE EXTERIOR. LESS THAN 6" SHALL BE PLACED BETWEEN THE CONCRETE FLOOR AND WIDTH 20" MINIMUM, WITH A FINISHED SILL HEIGHT NO MORE THE SLAB AND BASE COURSE PER IRC R506.2.3. 44" ABOVE THE FLOOR, PER IRC R310.1. IF WINDOW WELLS ARE 10. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED NECESSARY THEY SHALL MEET THE REQUIREMENTS OF IRC R310.2. DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM 8. NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP EXCEED ONE SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE 2. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED LONGER THAN ONE THIRD OF THE DEPTH OF THE MEMBER AND SHALL RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) AND IN WOOD FRAME CONSTRUCTION PER IRC R302.11. NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE SPAN. NOTCHES ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). AT THE ENDS SHALL NOT EXCEED ONE FOURTH OF THE DEPTH OF THE 11. FIBER CEMENT LAP SIDING SHALL BE LAPPED A MINIMUM OF 1-1/4" MEMBER. THE TENSION SIDE OF MEMBERS 4" OR GREATER IN 3. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN AND SHALL HAVE ENDS SEALED WITH CALKING, COVERED WITH AN H- NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS. APPROVED INDEPENDENT LABORATORY AND BEAR A LABEL SECTION JOINT COVER OR LOCATED OVER A STRIP OF FLASHING. THE DIAMETER OF HOLES SHALL NOT EXCEED ONE THIRD OF THE IDENTIFYING MANUFACTURER, PERFORMANCE CHARACTERISTICS FIBER CEMENT PANEL SIDING SHALL BE INSTALLED WITH THE LONG DEPTH NOR BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE DIMENSION PARALLEL TO THE FRAMING. VERTICAL JOINTS SHALL MEMBER, PER IRC R802.71 WITH THE REQUIREMENTS OF IRC SECTION R308 OCCUR OVER FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING OR COVERED WITH BATTENS. HORIZONTAL JOINTS SHALL 9. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT A. GLAZING IN HAZARDOUS LOCATIONS SUCH AS: BE FLASHED WITH Z-FLASHING AND SOLID BLOCKED. ALL FIBER OR NOTCHED TO A DEPTH NOT EXCEEDING 25 % OF ITS WIDTH, PER CEMENT SIDING INSTALLATION SHALL CONFORM TO IRC R 602.6. a. PANES IN SWINGING, SLIDING, STORM OR BIFOLD DOORS, MANUFACTURERS INSTRUCTIONS AND IRC R703.10, b. GLAZING' WITHIN 24" OF A DOOR OPENING, 10. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED c. GLAZING IN STAIRWAYS, 12. APPROVED CORRISION-RESISTIVE FLASHING SHALL BE PROVIDED IN IN EXCESS OF IRC R502.8 AND FIGURE R502.8. d. GLAZING IN SHOWER OR TUB SURROUNDS THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT THE e. GLAZING IN GUARDS AND RAILINGS ENTRY OF WATER INTO THE WALL CAVITY, REPEATED WETTING OF 11. CUTS, NOTCHES AND HOLES BORED IN LAMINATED VENEER LUMBER f. GLAZING CLOSER THAN 18" TO A FLOOR THE SHEATHING, OR PENETRATION OF WATER TO THE BUILDING (LVL) GLU-LAMINATED LUMBER (GLU-LAM) OR 14OISTS ARE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND PERMITTED ONLY IN LOCATIONS APPROVED BY THE MANUFACTURER SHALL BE SAFETY GLAZING OR WIRE REINFORCED, TEMPERED OR TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE AND CONSIDERED IN THE SPECIFIC DESIGN OF THE MEMBER, PER IRC D SAFETY GLASS, OR SHATTER RESISTANT PLASTIC PER LAMINATEDR308.4 INSTALLED TO PREVENT WATER FROM RE-ENTERING THE EXTERIOR R802.72. IRC GLAZING WITH THE EXPOSED EDGE WITHIN A 24" WALL ENVELOPE. APPROVED CORROSION FLASHING SHALL BE ARCH OF THE VERTICAL EDGE OF A DOOR SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS; 12. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE SAFETY GLAZING PER IRC R308.4 MANUFACTURER IN ACCORDANCE WITH ANSI/TPI I FOR THE SPAN a. AT THE TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN CONDITIONS SHOWN ON THE PLANS. 5. GLAZING IN SKYLIGHTS SHALL CONFORM TO IRC R308.6. SUCH A MANNER AS TO BE LEAKPROOF. b. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY STANDARD COMPOSITION ROOF LOADING SHALL BE: CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TOP CHORD LIVE LOAD 25 PSF PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. TOP CHORD DEAD LOAD 12 PSF BOTTOM CHORD DEAD LOAD 5 PSF c. UNDER AND AT THE ENDS OF ALL MASONRY, WOOD OR METAL TOTAL LOAD 42 PSF MECHANICAL AND ENERGY NOTES COPINGS AND SILLS. STANDARD TILE ROOF LOADING SHALL BE: d. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 25 PSF 1. ALL WORK SHALL CONFORM TO THE INTERNATIONAL MECHANICAL e. WHERE EXTERIOR PORCHES, DECKS, HALF -WALLS, RAILINGS OR BOTTOM CHORD DEAD LOAD 5 PSF CODE, THE 2012 WASHINGTON STATE ENERGY CODE STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD TOTAL LOAD 55 PSF FRAME CONSTRUCTION. 2. SEE BUILDING SECTION FOR INSULATION RATING AND LOCATION. f. AT WALL AND ROOF INTERSECTIONS 13. WOOD FLOOR TRUSSES SHALL BE DESIGNED IN ACCORDANCE 3. KITCHEN RANGE FAN, EXHAUST FANS, AND CLOTHES DRYERS SHALL WITH APPROVED ENGINEERING PRACTICES. SUBMIT SHOP DRAWINGS EXHAUST DIRECTLY TO THE OUTSIDE. VENTS SHALL BE SMOOTH, g. AT BUILT IN GUTTERS. AND DESIGN CALCULATIONS (COMPLETED WITH STRESS DIAGRAMS) NON-COMBUSTIBLE, NONABSORBENT AND EQUIPPED WITH BACK - FOR THE STRUCTURAL ENGINEER TO REVIEW PRIOR TO FABRICATION. DRAFT DAMPER. ALL EXHAUST OUTLETS SHALL TERMINATE AT LEAST 13. UNDERLAYMENT FOR ROOF SLOPES FROM 2:12 TO 4:12 SHALL BE TWO SUBMITTED DOCUMENTS SHALL BEAR THE STAMPS AND SIGNATURE 3 FEET FROM ANY OPENING INTO THE BUILDING. LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19" STRIP OF OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, WASHINGTON A. ENERGY CODE GENERAL NOTES: FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36" WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING 14. WOOD ROOF TRUSSES SHALL UTILIZE APPROVED CONNECTOR a. ELECTRICAL OR GAS WATER HEATERS SHALL HAVE THE FOLLOWING: SUCCESSIVE SHEETS 19" AND FASTENED SUFFICIENTLY TO HOLD IT IN PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND PLACE. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT DESIGN CALCULATIONS (COMPLETED WITH STRESS DIAGRAMS) FOR I. SEPARATE POWER OR GAS SHUTOFF. SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER: THE STRUCTURAL ENGINEER TO REVIEW PRIOR TO FABRICATION. ii. NONCOMBUSTIBLE R-10 PAD (UNHEATED SPACES ONLY) UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO SUBMITTED DOCUMENTS SHALL BEAR THE STAMPS AND SIGNATURE iii. 1987 NAECA LABEL ON TANK AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF iv. TEMPERATURE SETTING OF 120 DEGREES F. SUFFICIENTLY TO HOLD IT IN PLACE. END LAPS SHALL BE OFFSET BY WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, 6 FEET, PER IRC R905.2.7. INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON DRAWINGS. EXACT b. SHOWER AND LAVATORIES SHALL LIMIT FLOW TO 2.6 GPM COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS 14. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, c. CEILING INSULATION: INTERLOCKING AND COMPLY WITH ASTMD225 OR D3462. ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO I. BAFFLES TO MAINTAIN 1" AIRSPACE ABOVE INSULATION 15. CLAY AND CONCRETE TILE SHALL BE INSTALLED AS PER TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND ii. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION MANUFACTURERS INSTALLATION INSTRUCTIONS AND IRC R905.3. REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY M. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. AND PERMANENT TRUSS BRACING AND BRIDGING. IF TRUSS d. WALL INSULATION SHALL BE: 16. METAL ROOF SHINGLES AND METAL ROOF PANELS SHALL BE INSTALLED CONFIGURATION DIFFERS FROM THAT SHOWN ON ARCHITECTURAL PER MANUFACTURERS INSTALATION INSTRUCTIONS AND IRC R905.4 PLAN, THE MANUFACTURER SHALL CONTACT THE ARCHITECT AND I. FACED, STAPLED BATTS, OR AND R905.10. THE SLOPE OF METAL ROOFS SHALL BE A MINIMUM OF ENGINEER TO VERIFY SUPPORTING FRAMING. ALL TRUSSES SHALL ii. FRICTION FIT UNFACED BATT WITH 4 MIL POLY VAPOR 3:12. COMPLY WITH IRC R802.10. RETARDER, OR PVA PAINT WITH A DRY SUP PERM RATING OF 1.0 MAXIMUM. 15. WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD AND OSB) SHALL MEET REQUIREMENTS OF THE IRC R503.2. EACH PIECE SHALL e. CONCEALED INSULATION SHALL BE PLACED BEHIND SHOWER/ BARE THE RATING STAMP OF THE APPROPRIATE AGENCY. TUB AND BEHIND PARTITION STUD/ CORNER. f. FLOOR INSULATION SHALL HAVE VAPOR BARRIER ON THE WARM m. AIRFLOW BETWEEN FRESH AIR PORTS AND THE WHOLE HOUSE SIDE. FAN TO BE ENSURED BY UNDERCUT DOOR/ GRILLS (VIAQ. S.302.6.4) g. ATTIC AND CRAWL SPACE ACCESS PANELS SHALL BE INSULATED n. ALL FIREPLACES (VIAQ.S.402.3) SHALL HAVE: AND WEATHER STRIPED. 1. 6" SQUARE INCHES COMBUSTIBLE AIR SUPPLY DUCT WITH h. RECESSED LIGHTING FIXTURES TO COMPLY WITH WSEC SECTION TIGHT FITTING DAMPER DIRECTLY CONNECTED TO THE 502.4.4 FIREBOX i. VAPOR RETARDERS SHALL BE INSTALLED PER S.502.1.6. ii. TIGHT FITTING GLASS OR METAL DOORS. iii. TIGHTLY FITTING FLUE DAMPER WITH MANUAL OR j, 6-MIL BLACK POLYETHYLENE GROUND COVER SHALL BE LAPPED AUTOMATIC CONTROLS 12" AT JOINT AND EXTEND TO FOUNDATION WALL IN CRAWL SPACE. o. RADON MONITOR, PRINTED INSTRUCTIONS, AND INFORMATION SHEET SHALL BE SUPPLIED TO THE SINGLE FAMILY DWELLING k. ALL EXTERIOR DOORS (EXCEPT 20 MINUTE DOORS) SHALL BE OR FIRST FLOOR UNIT OF MULTIFAMILY DWELLING BY THE WEATHER STRIPPED PER S.502.4.3. GENERAL CONTRACTOR AS REQUIRED BY WASHINGTON STATE. I. SERVICE HOT AND COLD WATER PIPING IN UNCONDITIONED SPACES SHALL BE INSULATED TO THE MINIMUM VALUES LISTED IN TABLE 5-12 AND SECTION 503.1.1. m. EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING 70 DEGREES F AT A POINT 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN SECTION 305 WSEC, SECTION 310.11 OF UBC. FUEL BURNING APPLIANCES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED AND VENTED ACCORDING TO SPECIFICATIONS. PROVIDE A MINIMUM CLEAR WORKING SPACE OF 3" MINIMUM ALONG SIDES, BACK AND TOP OF APPLIANCE WITH 12" MINIMUM CLEARANCE TOTAL SIDE TO SIDE. n. STANDARD AIR LEAKAGE (WSEC SECTION 502.4.3) CAULKING IS COMPLETE WHEN INSTALLED IN THE FOLLOWING LOCATIONS: I. BETWEEN SOLE PLATE/ SUB FLOOR. ii. WIRING, PLUMBING/ DUCT REGISTER PENETRATIONS iii. RIM JOISTS/ MUD SILLS (HEATED LOWER FLOORS) iv. PARTITIONS/ STUD PENETRATIONS. v. LIGHT FIXTURE/ FLUE PENETRATIONS. A. AROUND WINDOW AND DOOR FRAMES 5. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE NOTES: a. EACH DWELLING UNIT OR GUEST ROOM SHALL BE EQUIPPED WITH SOURCE SPECIFIC AND WHOLE HOUSE VENTILATION SYSTEMS DESIGNED TO SATISFY THE REQUIREMENTS OF THE WASHINGTON STATE VIASQ CHAPTER 3. b. MECHANICAL VENTILATION FAN DUCTS SHALL BE 4" OR PROPERLY SIZED USING VIASQ. TABLE 3.2 AND 3.3. c. MECHANICAL VENTILATION SYSTEMS SHALL HAVE A TIMER, DEHUMIDSTAT OR SWITCH PER VIAQ. S.302.3.1. AND VIASQ.S.302.3.2 d. MECHANICAL VENTILATION SYSTEMS SHALL HAVE R-4 INSULATION IN UNCONDITIONED SPACES PLUS BACK -DRAFT - N K DRAFT DAMPER. (VIAQ. S.302.5) e. MECHANICAL VENTILATION SUPPLY DUCTS IN CONDITIONED SPACES SHALL HAVE R-4 INSULATION. (VIASQ. S.302.5) f. SUPPLY DUCTS SHALL HAVE VOLUME DAMPERS, OR EQUIVALENT, TO BALANCE SYSTEM (WSEC S.503.6) g. SUPPLY AND RETURN AIR DUCTS SHALL HAVE SEALED DUCT JOINTS IN UNCONDITIONED SPACES (WSEC S.503.10.2) h. EXHAUST FANS SHALL BE: 1. FLOW RATED AT 0.25 W.G. STATIC PRESSURE ii. SOUND RATED AT 1.5 SONES MAXIMUM FOR WHOLE HOUSE FAN. iii. INSULATED TO R-41N UNCONDITIONED SPACES. iv. EQUIPPED WITH A BACKDRAFT DAMPER. I. HVAC PLENUMS, SUPPLY, AND RETURN AIR DUCTS SHALL HAVE R-8 INSULATION (WSEC TABLE 5.11, ALL OPTIONS) j. OUTDOOR AIR INLETS: INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY INSECTS, LEAVES, OR OTHER MATERIALS. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: (VIAQ. S.302.6.1) I. CLOSER THEN TEN FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS THREE FEET ABOVE THE OUTDOOR AIR INLET. ii. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. ii. IN HAZARDOUS OR UNSANITARY LOCATIONS. iv. IN A ROOM OR SPACE HAVING FUEL -BURNING. APPLIANCES. v. CLOSER THEN TEN FEET FROM A VENT OPENING TO A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT vi. OPENING IS AT LEAST THREE FEET ABOVE THE AIR INLET. - IN AN ATTIC, CRAWL SPACE OR GARAGE. REVIEWED FOR k. SOURCE SPECIFIC VENTILATION SHALL BE PROVIDED IN EACH CODE COMPLIANCE KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, SPA, APPROVED INDOOR SWIMMING POOL ENCLOSURE AND ANY OTHER ROOMS WERE EXCESS WATER VAPOR OR ODOR IS PRODUCED. NOV 15 2019 1. WHOLE HOUSE VENTILATION SYSTEMS: EACH DWELLING UNIT City of Tukwila SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION BUILDING DIVISION SYSTEM THAT SHALL BE CAPABLE OF PROVIDING AT LEAST 0.35 AIR CHANGES PER HOUR, BUT NOT LESS THEN 15 CFM PER BEDROOM PLUS AND ADDITION 15 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL SUPPLY OUTDOOR AIR TO ALL HABITABLE ROOMS THROUGH INDIVIDUAL OUTDOOR AIR RECEIVED INLETS, FORCED AIR HEATING SYSTEMS, DUCTING OR CITY OF TUKWILA EQUIVALENT. -2.�OCT 31 2019 ERNIIT CENTER C 2018 I I•'•:_a N I I i I I I I I I I I I I i I ----------r-----------� I I I I I I I I I I I DECK I I I �— ---- — -------------------------- \ I I I / I I I LIVING BATH BATH —L------ CLOSET I BEDROOM HALL \\ \\ I I / DECK I I I \ \1\K \\ ENTRY \\ I -- i BEDROOM -------------------- I I I I ----------2/------ —I— --- y ------------� CLOSET ----------I-----------I I I I I I _ I I I I I I I I DECK I / DECK I I BATH BEDROOM HALL \\ \\ I I \ j \\ ENTRY BEDROOM \ I i I i I I � I I I L—— — — — — — — — — — — — --�--J- -- ------ I i I I I I I I i I I I I I I I I I I KITCHEN I 1 I 1 I I I I I I I I I / I I / I LIVING // I DINING �I I � AREA OF REMODEL I I I I KITCHEN i I I \ I \ I \ I \ -----------------------------� \ I \\ I \ I \ I \ I --- WALLS TO BE RFEMOVED NEW 2x4 WALL CONTRUCTION NEW LOAD BEARING BEAMS ® NEW 4x4 (U.O.N) POSTS REVIEWED FOR CODE COMPLIANCE6/?-022 APPROVED NOV 15 2019 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 31 2019 PERMIT CENTER 00 T- oo 0) Q m lie f'- N s 4a (D d' co r- It It E teZ. 3 'KA47 7030C H 191-91. 10.4. DECK 34'4" X 8-4- DECK O 2CY-r X 6-ir rt solo 1U-6"— 81 BEDROOM DINING 11'-r x 94* ri BEDROOM 10' 16.3- X 26-5' 7 11 L i F2. 5 E2 A4 > 2". 4468 191-1011— rlX�22 -191-101, E,5 ----------266a + R 'L - -r— F- --.r — E5 UP I BCB35R I B19R I B18R+5mt—sh S836. B18R i Et—\r m W1533F H 15' BEDROOM 20311FX 2639DH 410350H 14'.I1" x 9`Y 414OU p 7745FX Elerationl REVIEWED FOR NCE :)Mp L CODE COMPLIANCE 0 APPROVED NOV 15 2019 City Of Tukwila [BUILDING DIVISION REcFjV(-:D CITY OF TUKWIU', /9OCT 3 12019 — PERMIT CENTER ry 0 O U- W -j LLj n nCL 0 LLI W 0 Z 0 00 (D T— co ) 0 4-0 4-0 4-j (D co T— It Wood 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO, 2 AND BEAMS: MINIMUM BASE VALUE, Fb=850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fb=900 PSI BEAMS: (INCL. 6XAND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb=1350 PSI POSTS: OX MEMBERS) DOUGLAS FIR -LARCH NO.2 MINIMUM BASE VALUE, Fc=1350 PSI (6XAND LARGER) DOUGLAS FIR -LARCH NO.1 MINIMUM BASE VALUE, Fc=1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 2. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb=2,400 PSI, Fv=265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb=2400 PSI, Fv=265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 3. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.0E) Fb=2900 PSI, E=2000 KSI, Fv=290 PSI LSL (1.55E) Fb=2325 PSI ,E=1550 KSI, Fv=310 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS, THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 4. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURENTLY WITH THE ROOF LIVE LOAD) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL), SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. THE EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 5. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 5/8" (NOMINAL) WITH SPAN RATING 40/20, B. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. C. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 6. ALL WOOD INDIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 7. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 8. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. FRAMING PLAN NOTES: 1. Refer to General Structural Notes for addition al requirements (Sl). 2. Refer to Architectural Drawings for all dimensions unless specifically noted on structural plans. 3. All headers shall be (2) 2x8, (TYP, U.N.O.) 4. Provide solid vertical grain blocking in the joist cavity at all multi -stud and solid sawn posts ]i; ti►;. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 312019 PERMIT CENTER w m z - w w � r c m N j O m i z} W > Q � O zQ �w A U_ Ig 00 r oo 0) a-+ C0 L d' r U) 00 T_ It It Elevatlan3 A47 7M H 10.4, ri DECK 15' DECK 1� 2CY-1. x 6`11. Soho 6068 50 313 16'-4" 10'-6"— —8.-9..— DINING x BEDROOM -10' 16'-3X 26-Y Loj E4] <A4 E2 L m M 26W 4468 �4W 191-1011— 30X22 + 191-101, P.CE SS JI 2W UP :I BCS35k MR B18RISLn_DWM �,jB. 818R I 16'-4"— > 15' let.5 - I I I M533R — 8' BEDROOM 20311 X 14!-11'X0*.5' 26300H 41035DH 414OLS p 7745FX Enl F,�Kl�vli6F � COMPLIANCE AN,E APPROVED NOV 15 2019 City of Tukwila BUILDING DIVISION pE0lrE;Vl_=),) Cl*,,*y j:iF *fL;lKk.v_l',LA OCT 24 2019 PERMIT CE74TER ry 0 0 _j z H < W _j LLJ n CL uj U) Z 0 00 oo F_ 4-0 +J 0 Vl 00 T_ It It VAPOR BARRIER REINFORCING STEEL AS REQUIRED 4" CONCRETE SLAB 4" BASE SAND OR SOIL FILL 4"GRAVEL BASE COMPACTED SOIL A>4 - REVIEW ITEM REVIEW ITEM 6 & 10 REVISION 361-51 Zz NerR0FE5 0 CONCR ETE PATIO `BELOW UPPER AREA TO ANEW ADU 12-10" 4'.6" 161-2.1 REVIEW ITEM 8 REVISION -- — — — — — — — — 1 10. T AR VIN& 4--b" 4'-10" % 212 41 F— — — — — — — — — — — — — — — — — — — — — — - — 2a REDUCE 51F LAUNDRY & F�IMIN^T ADU FINISHED CEILING HEIGHT BE MIN T- R Z E, F RY&M NDRY LAUN U I U ONE BEDROOM (WITH BEAM MIN AT 6'V) ZOOM ROOM TO CIOM ONE 0 0 0 0 N M M E 0 ROOM CO F A 680 SF ADU U 1�1 t REVIEW ITEM 9 LAUNDRY V4"X V.3' REVIEW ITEM 7 REVISION REVIEW ITEM 5 EVISION STOP RA SOLID _ORE' ADU DOOR TO GARAGE 13E 50LID CORE, D D < UTILITY L _ , I 5E1_F CLOSING AND WEATHERSTRIPED < L — — — — — — — — J _ RAT _ N TY . FIRE RATED AND WITH LOCKS (TYR) ADU KITCHEN MAIN HOUSE FXH15TING GARAGE ELECTRICAL PANEL LADU r L zCTRICAL sI PANEL A 7 77774 UY" U F r— — — — — — — — — — — — — — — — j 13ELON L AREA I F__ STAIRS NOT L 10 rI ;� , - I L — PLANNING REVISION REVIEW ITEM I — — — — — — — — — — — — — — 754Z 9. 32-10" 11-1.1 12-10" IRE 5EPERATION: Per IRC R302.5 4alI5 betWee arage and proposed A. shall bet hour rated Min 1/2" type x gypsum board. eiling between A nd upper shall be 1/2" GBN .302.5.2 Duct Penetra cts in the garage and ducts penetrating the walls or ceilings separating ie dwelling from the ga s I be constructed of a minimum No. 26 gage (0.48 mm) sheet steel or Cher approved mat and shall have openings into the garage. 1.302.7 Un -Stair Protection Encloseaccessible space under stairs shall have walls, under -stair surface Tof ss cc�th nd anyog6ffits protected on the enclosed side Ide� 1/2-inch (12.7 mm) gypsum board COMPLIANCE PATH PRESCRIPTIVE: International Residential Code 2015 (IRC 2015) with WA( State Amendments ill .1. 4'-5" UP rFf tllill REDU CESIZEOFLAUNDF LIMINATE PLANNING REVISION - REVIEW ITEM ONE M ROOMT 0 F I SWROO SFADI�, LY WITHI W'vti %J, 14"A"X '0 ADU BEDROOM 2 ll'-2" BEDROOM NIND0kN5 EGRE55- 4" Max from floor or REVIEWED FOR ODE COMPLIANCE APPROVED xterior grade floor NOV 15 2019 pening to finish sill of City of Tukwila BUILDING DIVISION lindows CIT y Or OCT 24 2019 1 inn; 11,11T CENTER 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0.17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb=850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fb=900 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO.1 MINIMUM BASE VALUE, Fb=1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc=1350 PSI (6XAND LARGER) DOUGLAS FIR -LARCH NO. 1 '.. MINIMUM BASE VALUE, Fc=1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO.2 2. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb=2,400 PSI, Fv=265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb=2400 PSI, Fv=265 PSI, CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000 RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 3. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb=2900 PSI, E=2000 KSI, Fv=290 PSI LSL (1.55E) Fb=2325 PSI ,E=1550 KSI, Fv=310 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 4. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSIITPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURENTLY WITH THE ROOF LIVE LOAD) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. THE EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 5. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 5/8" (NOMINAL) WITH SPAN RATING 4020. B. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. C. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 6. ALL WOOD INDIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 7. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESHWATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SEX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 8. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJ1 JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. d a P p v p p pa p P ;p ap o I — — — — — — — — — — — — — — — — — — — — — — — — — — i i I I e ( ( S I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I i--- — — — --- --------- — I I ( ( I I ( ( I I I - Ir--- I I I I I I I I I I I I I I I I I I I I I I I I -!---------!--i----------I----------j I — — — — — — — — — — — — — — — — — — — — BEAM Al, I -i 1 ------- ------ — — — — — — — — — — — — —i— — — i I j f Ul r- V----T L--------jJ °= 2K5 x 35° Header(2) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City of Tukwila BUILDING DIVISION FRAMING PLAN +�� --- E ft NOTES: C1:`f OF i'i :'a: E3.A 1. Refer to General Structural Notes for addition al requirements (SU 2. Refer to Architectural Drawings for all dimensions unless specifically noted on structural plans. OCT 24 2019 3. All headers shall be (2) 2x8, (TYP, U.N.O.) 1st FLOOR FRAMING PLAN Z) / 4. Provide solid vertical grain blocking in the joist cavity at all multi -stud and solid sawn posts U4"-1' IPER[IST CENTER ry W Co z H LLI U1 rn y Co z O V Z Z 2< ry n L.V U_ IP yj Uj mi M r 00 0) M .N LL i-+ 0) ._ 4, d' r 10 d' d' A)o NINVOIN SCHEDULE HINDON 5614 ED ULE "UMBER. LA-BEL arY FLOOR 51ZE HIDM 1-155HI RKj WRI DEMR.1 T415WER, ION U-FA= Nos 20WDH 1 0 2086DH 24' 4:2 X.Im. DOUBLEHUNO 2900VO) 0.8 Haq 304OL5 I a 804OL5 36' a. WIM, LEFr5LIDIW ViVWrOl 0.8 H10 3686L5 1 0 8636L5 42' 'Q. 48'M' LEFTSLIDIWP V~01 0.5 H19 ki30T5 1 0 1080T5 24 fm. TRIFL E SL ID IN* VgMr 0.8 NINDON NOTES: 1 VIYNEL WINDOWS WITH LOW I— & AE60N FILL BEE ENERGY RATINC75 2 INTERIOR V41NOON MATERIALS PER OWNER 3 WINDOW HARDWARE TO BE OWNER SELECTED AT TIME OF ORDER 4 Y41NOOV4 ROU6H OPENINC7:1/2" FOR TOP/ BOTTOM & 1/2" FOR 51DE5, UNO BY MFIG. 5 SEE WINDOW SCHEDULE CALLOUT FOR kNINVOIN5 THAT USE A V4000 OR STEEL BEAM FOR THE HEADER 6 BEDROOM Y41NDOY45 BILL FIN15HED MUST BE WITHIN 44: OF THE FLOOR AND PROVIDE MINIMUM CLEAR OPENIN65 OF 5150. FEET WITH HEIGHT DIMEN51ON NOT LE55 THAN 24" AND WIDTH DIMEN51ON NOT LE55 THAN 20" - HRC, R310.1-R310.1.4 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City of Tukwila BUILDING DIVISION In E C HI ki E 1-0 Cj'rj OFYW�NILA OCT 24 2019 PERMT CENTER —it 00 a W LU z W 00 to v- 00 tsi cn C) U) LLI Lu z Co C) 4,11 r— — — — — — — — — — — — — — — — --I ° o ° UP NEW,-PROPO5D CONORETE PATIO ° "BELOW UPPER9Br K. ENTRY AREA TO °NEW ADU— o ° / I r-----i f �1 F__ I v ° ° ° ° ° p i i �------------ --J ° ° ° ° ° - - % ___ ____________� I I — — — — — — — — — — — — — — — — — — — — — — — — — — ------ — REDUCE SIZE OF LAUNDRY & ELIMINATE r ADU FINISHED CEILING HEIGHT TO BE IN T-0" ONE BEDROOM ROOM TO COMPLY WITH I I REDUCE 512E OF LAUNDRY &ELIMIri ELIMINATE (LNIIk{,),i,)Ahii Ti '9 6805F ADU ONE BEDROOM ROOM TO COMPLY I 6805F ADU I I LAUND UNFINISHED — ---_ 1 I I I ADU DOOR TO GARAGE BE SOLID GORE, �° Ell- `� UTILITY r` -- L UtILITY � � TO GE — — — — — _ _ -- - ----- --- ----- SELF CLOSING AND WEATHER STRIPED j L FIRE RATED AND WITH LOCK5 (TYP.) �. E) KITCHEN ( MAIN HOUSE st'" \ EXHI5TING GARAGE ELECTRICAL ® PANEL ci i✓ '� _ I I ADU: L CTRICAL w ADU BEDROOM 2 I I I I ADU Ej 71 I I I I ��, 1 UP 1� 41 1 I I I i--—— — ——--i r---------- ( I I ( I ° I I I11 J , AREA BELOW — -- — I I — — — — — _ _ �_4L_J STAIRS L— PART OF ADU I I I I I I I I I L--- --------------------------------- .. ..._. _. .,. .._. ,,. • ZEM4 V. ...,.. n O NOTE5: HOME OWNER SHALL DO A WALK HRU WITH RELEVANT INSTALL 5 TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, 5WITGHE5, GABLE, DATA, PHONE, AUDIO, VACUUM, ETC.. ELECTRICAL NOTES: 1. PROVIDE MIN. 400 AMP SERVICE TO MA PANEL 2. ALL APPLIANCES & UTILITIES TO HAVE DE ATED G1,'GUIT5. SEE MFG'5 SPECS. FOR REQUIREMENTS 3. ELECTRICAL RECEPTACLES IN BATHROOMS, ITC EN5 AND GARAGE5 SHALL BE G.F.C.i. PER NATIONAL ELECTRICAL CODE REQUIREMENT5. 4. PROVIDE ONE SMOKE DETECTOR AND GARBO NOXIDE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCE551NG BEDROOMS. CONNECT SMOKE DETECTORS TO HOU5E POWER AND INTER-C ' N CT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT 50 THAT, WHEN ANYONE 15 TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNIT 5. CIRCUITS SHALL BE VERIFIED WITH HOMCI� V,1NER PR , R TO WIRE INSTALLATION. 6. FINAL 51/4ITGHE5 FOR TIMERS AND DIMW IRS SHALL BE ERIFIED WITH HOME OWNER. "I. FIXTURES TO BE SELECTED BY HOMEr61/4NER. 8. UNO - ALL 5WITGHE5 TO BE 45" O/C `i5F. OUTLETS TO BE ' ." O/C A5F. OUTLETS OVER GOUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM. (ASP = ABOVE 5UBFLOOR) 11,7 9. ALL LIGHTING SHALL BE DIMABLE AND USE LED BULBS, UNO. AUDIO: t" 1. LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN; RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY FLOOR; 2. AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER; 3. LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / GABLE PANEL SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER. DATA 1 CABLE: LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE APPROVED BY HOME OWNER. SEPARATE 4 PERMrr AND APPROVAL REQUIRED ?::��E'RIKPFCCENTER ELECTRICAL -DATA -AUDIO LEGEND SYMBOL DESCRIPTION � Smoke Detectors: Ceiling Mounted ® Ventilation Fans: Ceiling Mounted, Wall Mounted 0 g ®a Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage ® Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture 0 Electric Wall Heater m 240V Receptacle wP� GfO� 110V Receptacles: Duplex, Weather Proof, GFOI $ L4Pc�, Switches: Single Pole, Weather Proof, 3-Way, 4-Way Switches: Dimmer, Timer Q Thermostat Electrical Breaker Pa REVIEWED FOR IANCE APPROVED NOV 15 2019 Citv of Tukwila BUILDING DIVISION O GI-I�2-0� I6 GENERAL PLUMBING i r------------ REDUCE I ONE BEDi ADU DOOR TO GARAGE B SELF CLOSING AND Y7EA FIRE RATED AND WITH I EXHISTING GARAGE - - - _ _ _ - - - —t - - - _ _ - - - _i �- - - - - - - - - - - - - - - - - - - - - - - - - - - - MG 1/4"=1' 1. HVAG SHALL HAVE TWO ZONES, ONE FOR EAGI OOR 2. INSULATE HEATING TRUNK AND BRANCH SUPPLY bWGTS IN UNFINISHED AREAS, CRAWL SPACES, ATTICS GARAGES, FTC, 3. ALL DUCTING SHALL BE THRU FLOOR TRU55 WHERE }551BLE 4. ENCLOSED ATTIG5 AND SPACES BETWEEN RAFTER5 5H'ALL HAVE CLEAR CRO55 VENTILATION AREA TO THE OUTSIDE VENT5. 1/150 OF 5FAGE VENTILATED FOR GABLE VENTS. 1 /5000 OF SPACE VENTILATED FOR BOTH GABLE AND EAVE VENT5. 5. DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING i5'H,ALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.VENT DRYER VENT, MAX. LENGTH OF DUCT 14, WITH TWO g0 DEGREE ANGLES. ; 6. PROVIDE 30" CLEARANCE FROM RANGE TOP TO COMBUSTIBLE MA'+14RIAL5. FOR EXCEPTIONS, SEE INT. MECHANICAL CODE. 51DE CLEARANCE SHALL BE A5 SPECIFIED BY PERMANENT MARKING ON THE UNIT. - IRG M1g01.1 1. WATER CLOSETS TO HAVE A FLOW RATE OF 1.6 GALLON5 OR LE55 PERRPLU5H. -IRG P2g03.2 8. 5HOVER HEADS TO HAVE FLOW RATE "OF 2.5 GALLON5 PER MINUTE OR LiibrS. - IRG P2g03.2 q. TUBS/51-IONERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES 00�1, iE PRESSURE BALANCE OR THE THERMOSTATIC MIXING TYPE. THE HATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120"F. 10. INSTALL WATERPROOF GYP5UM BOARD AT ALL HATER SPLASH AREAS TO MINIFY M 54" ABOVE SHOVER DRAINS. HA TER ATER SOFTENER UNIT SHALL CONDITION HATER BEFORE ENTERING THE WATER EATER5 AND THE GOLD HATER SOURCE. HATER TO REFRI6ERATOR, KITCHEN AND BATH SINKS SHALL NOT HAVE SOFTkxATER. 12. EACH H05E BIBB SHALL BE EQUIPPED KITH A BACK FLOH PREVENTION DEVICE 13, ALL GA5 LINES SHALL BE 51ZED FOR APPLIANCE LOAD. "BLACK" PIPE SHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHERE UNDERGROUND OR EXPOSED TO HEATHER. ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXF05ED TO WEATHER. 14. INSULATE WATTE LINES FOR SOUND CONTROL. 15. INSTALL CENTRAL VACUUM SYSTEM & PIPING; CONFIRM BRAND KITH HOMEOWNER. 9FORTEs SOLUTIONS REPORT Level, Drop Beam 3 Current Solution::1 pieces) 31/2" x 51/4" 1.8E Paratlam® PSL Overall Length: 10' 9" 0 n All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Resuts Actual @Location Allowed Result LDF Member Reaction (Ibs) 373 @ 2" 5206 3.50"passed (7!) -- Shear (Ibs) 282 @ 8 3/4" 2818 1 Passed (10%) 1.00 Moment (Ft-Ibs) 624 @ 5' 41J2" L00 live Load Dell. (in) 0.175 @ T41/2" �Passecl(22%) Passed (L/716)Total Load Defl. (in) 0.249 @ 5' 4 i/2" Passed (L/502) PASSED System : Floor Member Type: Drop Beam Building Use : Residential Building Code: IBC 2015 Design Methodology: ASD All Product Solutions - Depth Series Plies $/Ft. 51/4" 31/2" 1.8E Parallam® PSL 1 0.00 Maintaining product costs is the responsibility of the Forte software operator. Product pricing and availability may vary from dealer to dealer. Product pricing and availability may vary from dealer to dealer. Price does not include decking, rim board, connectors, or other framing accessories. The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. MEMBER REPORT Leivel P05rPJ E" 0 R T E' PASSED 1 piece(s) 51/4" X 51/4" 1.8E Pa allamS PSL Post Height: 10' 1 1 • Axial bad e¢entridry for Nis design is 1/6 of applicable member side dimension. • Applicable eaimiaeons are based on NDS. 3 1 SY 0125 Type Material Member Type : Free Standing Post Base Plate TimberStrandp LSL Building Code: IBC 2015 Max Unbaced Length Comments Design Methodology: ASD Full Member Length No bradn .—.ad. tl Orawirtg is GanmPnral Dead Floor Live Vertical Load (0.90) (1.00) Comments 1 - Point (Ib) 20 80 Weyerhaeuser NotessusFAwAats faessnrr INinanvt Weyerhaeuser warrants thatthe sizing of Its products win be in accordance with Weyethaa— product design oiteda and published design values. Weyemaeuser expressly dieaalna any oti mnames related W the software. use of this wftware is not btended W dreumvent me need fora design pmfessimm' asdetermtrred by Ne authodry having Judstlic"on. The designer of remN, builder pr framer k responsible to assure Na(Nts aleulaBon is mmpadble with the ovemll pm)ecc Ame—mo (Rim Board, abcking Panels and squash Blocks) are not designed by Nis senware. Prod— manufactured at Weyerhaeuserfadlitles are ihikpaM ceNfied ro sustainable forestry standards. Weyerhaeuser Engineered Wmbr Pmtlucts have been eraluated bylCC ES under teea— reports ESR-1153 aM FSR 1381 and(or test d in accordance wIN applimbie ASfM stantlartls. Formnent cptle evaluatlon reports, Weyerhaeuserproduct IiteraN installationdetails refer b/ mand hre asnpdM,la,l heS mere Ol The pmapct apprwnon, meat design loads, aimeulom and sepwrt mromw6on na�a been proviaee W Force somyare opa,ror information n Results actual allowed Result LOP Loa: Combination emess 23 SD-resslon (Ibs) i 100 358021.00+I0L BearingQbs)ll502 Pa55etl (1Wo) --D+ t.O l ng)Compte551on 0.00 1 Passetl (0%) 1.00 1.0 D+l.o L l REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 31 2019. PERMIT CENTER X . , I d l•o, , rp .,� �t. ZVO . t Om0 X Dt=x X ;`� y t . fir, r� .. 4' a„•' Iti' ,; � . ,� � � Z C7 n Z -i � U� � �•, : ti �. ..4 �.I, D ;aO 0 m m Z b to O rn D ? D ' •— • -ro-• y-m-.' l�J -cni p O Kc m �•'t'z CO i,4 i�•: .e•:;:t,t , t,':, : Iti : �' z m r n r= • r �• 1 t • •,; ,' 4•� 03 kmj O m • � a �,olt ,. o,r �...•.. o r. �<;o0 a<x t•M'�+l��t••. ,4.44 � Dm0 ADO 4. s +' G)-uZZ-i -0- t1 �Omnm �o c: KX0;0M >x—;o ��� �� W>m zo ��0 ;0 a,imc)rr.O Fn 21 m;Um°°� �z o n tO! ��p �" r- Z cn Cn D N t-� r� • m m �-+ m (71 cr z O O '� � o -1 � `'; O z CL NO-------- O n O 110 d cr O r~r- lA O O O O N O O � O O c CD Z Z � Cn t V V oCD >m< m 20 G Tom 4 o 1 O i-• t .t, c crc < "0 p m v ® Z x € �a { z m If SHEET NUMBER DATE: 01.04.19 DETAILS S2 42� ��44 4418 146th REMCMEL Street Tukwila WA 98168 DRAWN BY: K.G. Revlsfon #: MEMBER REPORT Level, Header AI pJ F O R T E ' 1 pfece(s) 31/2" x 91/4" 2.OE Parallam@ Plus PSL SLS - Dry Use (MC <= 16%) Overall Length: 16' Q All locations are measured from the outside face of left support (or left cantilever end).Aii dimensions are horizontal. Design Results Actual Q tow0on Allowed Result LDF Load: Cambiwthm(Pattern) Member Reaction Ibs) 597 @ 0 2520 (I.50") Passed (24%) -- 1.0 D+ 0.75 L+ 0.75 S All Spans) Shear (Ibs) 468 @ 10 3/4" 5195 Passed (9%) 1.00 1.0 D+ 1.0 L (All Spans) Moment (Ft-Ibs) 2109 @ 8' 9063 Passed (23%) 1.00 11.0 D + 1.0 L (AH Spans) live Load Defl. (in) 0.194 @ W 0.533 Passed (II988) - 1.0 D + 0.75 L + 0.75 5 (Ail [Spans) Total Load per. (in) 0.330 @ 8' 0.800 Passed (U582) - 1.0 D + 0.75 L + 0.75 S (All Spans) u (ylpul ana Icly=+u1. Top Edge Baring (Lu): top wmpresslan edge must be braced a[ 1C oJc unless derailed oNerwise. dole. Edg..acing (Lu): 9ottpm compression edge must be baaa aC 16' o/c unless muddied oNercrlse. PASSED system: wag Member Type: Header Building Use: Residereal sescleg Code: 1. 2.15 Design Methodology: A5D Supports IIIi ewdny Length toadato SUPPartspe.) __---. Ac<essorirs Total Available RegNred Dead Fllve Ruovoef Smw Total Tri er-PSL 1.50" I.so' 1.5o" 20J 320 160 26a 667 NaIn 2 T men PSL 350' 1.50" I 1.56" 207 320 160 1 200 N7 None Loads -.a. (a-) Tributary width Dead (aso7 Floor five (t.ao} Roof Uve owmanm.: t.zs) Snow (1.15) 0-Self WegM(PLM am, N(A 10.9 �odpnd... 1.Unifonn{PSF) 0to I6' 1' SS.o 40.0 Z0.0 25.0 Ory Oi TukwiW Weyerhaeuser Notes wsralNAelE fck-wlnamrE Weyerhaeuserwarants tlut Ne siring or 16 praduCta will be In acartlanariN Waysnaeuserpmduedesignurid andeebikheddesignvalues. Weyerhaeuser expressly dtsdalms any atherwam"nnes remtetl Nthe software. Use of this software fs trot Intended b tlrcumvent Ne ne tl for a desgn professional as tletenninetl by the auNpnry having judwm0on. The deH, goer of recoN, bu{Itler or Framer Is responsible to assure Nat this calcvlatlon Is compatible wIN Ne overall project Aaessodes (Rim Board, blocking Panels antl squash Blodts) are not designed by eel Software. been s manufactured at and erhaeuur fatllitles are -U5 party artlfletl b sustainable foreslry9aMaNs. Weyerhaeuser Engine" Lumber Products have been evaluated b/ ivr F5 under Ineulal reportsetadae53 antl ft Fartoand/or Nstetl in acmNana wiN applicable ASfM starWaks. For torten[aria evaluation reports, Weyerhaeuser product liteabre and Installatlon details refer to wmv.sueyerhaeusermMwoodPmducts/daumenClibrary. The product appliwtlon, Input design loads, dimensions and support infrematlan have been pmIded by Fare Software Operator 1 0 6� � SOLUTIONS REPORT Level, Drop Seam 3 j �! 0' O R Current Solution:: 1 piece(s) 31/2" x 51/4" 1.8E Parallam@ PSL Overall Length: 10' 9" Fil All looabons are measured from the outside face of left support (or left cantilever ced).AII dimensions are horizontal.; Drawing is Conrept,dl Design Results Actual d Lomdon MI-ed Result WIF Member Reaction (Ibs) 373 @ 2" 5206 3.50' Passed (7%) - Shear (Its) 282 @ 8 3/4" 2818 Passed (10%) 3.00 Moment (Ft-Ibs) 824 @ 5' 4 1/2" 3672 Passed (22%) 1.00 Live Lead Defl. (In) 0.175 @ 5' 4 1/2" 0347 Passed (L/716) - Total Load Defl. (in) 0.249 @ 5' 4llr 0,52t Passed (U502) PASSED Sy -:Floor Member type : Drop beam au )ding Use: 9-weal building Code! IBC 2015 Design McNcon(edy: ASO Depth SeHes Piles $/Ft. 5 1/4" 3 1'12" 1.6E Parallam@ PSL i 0.00 Maintaining product costs is the responsibility of the Forte software operator. Product pricing and availability may vary from dealer to dealer. Product pricing and availability may vary from dealer to dealer. Price does not include decking, nm board, connecters, or other framing accecsones. The purpose of this report is for product compaltson only. Load and support Information necessary for professional design review is not displayed here. Please print an indiv idual Member Report for submittal purposes. Level, Header,42 F 0 R T E +MEMBER RE 1 pieces) 3 1/2Tx 9 1/4"2 OE Parallam@ Plus PSL SL7 - Dry Use (MC <= 16%) Overall Length: 16' 1" Q All huodans are measured from the outside face of left support (or left cantilever end).All dimensions are honzontal. Design Results Actual Y LPWtlon Albwetl Result tDF. toad: Combination (Pattern) Member Reaction (Ibs) 728 @ 2' 9 3/4" 2520 (1.50") Passed (29%) -- 11.0 D + 0.75 L+ 0.75 5 (All Spans) Shear (Ibs) 402 @ 3' 7 3/4" 5195 Passed (8%) 1.00 1.0 D+ 1.0 L (All Spans) Moment (Ft-Ibs) 1400 @ 9' 6 3J4" F63 Passed (15%) 1.00 1 1.0 D + 1.0 L (Alt Spans) live Load Defl. (in) 0.092 @ 9' 5 5/8" 0.492 Passed U999+) -- 1.0 D + 0.75 L + 0.75 5 (AI[ Spans) Total Load Defl. (in) 0.150 @ 9' 6" 0,664 Passed t/999+) Lip D + 0.75 L + 0.75 S Alt Spans) 1111- ana 1c ly dl ceamang defleRioa caused: J.(2U350) and TL(21/240). Top Edge snaring (W): Top compression edge must be band at 16 1" o/c ur ess detailed att, se. Bottom Edge Baring (UQ: bottom compression dge must b , braced at nV 1"o/c unless duelled oNawise. PASSED sy *ern: was Member Type: Header Building Use: Reddenaai Buildig Cade: IBC 2015 Design McNce"Inay: ASD Inal 0- El �IIIIIIIi:�IIIIIIIIIS'i(aiiillllll���i Weyerhaeuser Notes tl susrawAal6 roRl6rar duff III Weyerhaeuserwarad Natthesizing of its praluctswilt be In W the drawiN Weyerhaeuser productdesign tied adantlpublisheddesign values. Weyerhaeuser datlaisty disclaims any other wanarNes related to the software. Use of this soRwere Is mnot Intended m ddamvent the need fora design professbnal as determined by j auNodry having lurisdlNon. The designer of record, builder or framer is msponbble a safwa thatthls re here is is ampatlbie wIN the oveali project Aaessodes (Rho Bwrtl, Blocking Panels and squash Bbdcs) are nut designed by Nts software. Prpduets mamdaMretl at Weyerhaeuser) repers are -115 party certified to and/or aable forestry Stan Wt Weyerhaeuser Engineered Lumber Products have been rapers, by erh eu underterhnicalreports Ifeb53 and Fs Tess, Jand/a tested In accordance wIN applicable PSTM siandatt)s. For anent ode evaluatlWl reports, Weyerhaeuser protlun GleraNre and Irlstapatlon details refer N www.weyemaeusercoMwaodpraducWdomment-library. The product applicatlen, Input design lads, dimervene, and wppmt Inremet n have been pmNded by Forte Software Opeator FORTE ' MEMBER REPORT Level, POSTPI PASSED ffi7 1 p(ece(s) 51/4" x 5 1/4" 1.8E Parallam@ PSL Post Height: 10' Desl n Results Actual Allowed Result LDP Load: Inebriation Slenderness Compression (Ibs) 23 100 50 35802 Passed (46%) Passed (0%) 1.00 1.0 D+i.ot Base Beanrrg {Ibs) 100 17502 Passed (3%j eendingJCampression 0.00 1 Passed (0%) 1.00 SAD+1.Ot 1 . Axmi mad eaenNOTy mr raid eesrgn la ufi of applrame mamba. come aanen tan. . Appicabia wlcvlatmrrs are based an NDS. Su its Type Material Member Type; Free Standing Post base Plate Timber5trand@ LSl Building Code :IBC 2015 Max Unbraced Length Comments Design Methodology: ASD Fuii Member Length No bra g assumed. wrawl g!s hra1 Dead Noon Uve vertical Load (0.90) (1.00) Comments 1-Point (Ib) ( 20 � 80 Weyerhaeuser Notes 1 susrai-le raRsSTRVIi'l a Weyerhaeuser manes Nat the slang of its pmtlucts wdJ be a aaencere with Weyerhaeuser product design erland and Wbshel design values. v WeyeNaeustt expressly tlisdalms any oNer warantles Bated to Ne software. Use of Nis software Is rat M4nded b drrumveMNe need fen a design professional as tle[enninetl M Ne authority having )udstlimon. The pesigneraF reaM, bulbar ar framer is raspmWbie N assure Nat Nis ®Itvlatlal Is compatible with Ne oveail protect Aaeswdes (Wm Bwrd, elotldng Panek ana Squash elaks) ere rrot designed by Nis software. Products manuface, at Weyerhaeuser fadlides are NIM-carry aNfied to sustainable forestry stantlartls. Weyerhawser Enginared Lumber PmtlutM have been evaluated by 1CC ES under technical repels BR-1153 and BR-1387 and)or tested In -dens ith applicableA aandaras. For anentmde evaluation means, Weyerhaeuser product IseraNre and installation details refer b www.Weyerhaeuser.am/wootlprotlucts/dowment-Ilbary. the productappilcatlon, Input design loads, dimensions and support Informatlon have been provided by Forte Software Opembr REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City of Tukwila BUILDING DIV1510�:. CITY OCT 24 2019 PEA: AIT CEMTER