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Permit D12-350 - MACADAM COURT CONVALESCENT HOME - TENANT IMPROVEMENT
MACADAM COURT CONVALESCENT HOME 13534 MACADAM RD S D12-350 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2613200049 Address: 13534 MACADAM RD S TUKW Suite No: Project Name: MACADAM COURT CONVALESCENT HOME Permit Number: D12 -350 Issue Date: 04/19/2013 Permit Expires On: 10/16/2013 Owner: Name: CHU DARYL Address: 13534 MACADAM RD , TUKWILA WA 98168 Contact Person: Name: LES SEIFERT Address: 14900 INTERURBAN AV S, SUITE 138 , TUKVVILA WA 98168 Contractor: Name: AT YOUR SERVICE BY J KAPPE LLC Address: 16109 SE 259 CT , KENT WA 98042 Contractor License No: ATYOUSJ983CJ Lender: Name: SELF FUNDED - MACADAM COURT CONVALESCENT HOME Address: Phone: 206 - 859 -5500 Phone: 253 - 202 -3918 Expiration Date: 02/11/2014 DESCRIPTION OF WORK: TENANT IMPROVEMENT APPLICATION ON FIRST FLOOR ONLY, CONVERT EXISTING APARTMENT TO ADULT HOME /CONVALESCENT, REMODEL EXISTING BATHROOM TO ADA STANDARDS, MODIFY BEDROOM LAYOUTS, RELOCATE ENTRY, ADD AN ADA RAMP. SECOND FLOOR UNCHANGED. Value of Construction: $40,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $1,337.95 International Building Code Edition: 2009 Occupancy per IBC: * *continued on next page ** doc: IBC -7/10 D12 -350 Printed: 04 -19 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: D l /< /M I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or ►e exformance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 4(14 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. '5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All wood to remain in placed concrete shall be treated wood. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: IBC -7/10 D12 -350 Printed: 04 -19 -2013 sewer connections, and properly fill or othe protect all basements, cellars, septic and other excavations. Final inspection approval will termined by the building inspector based tisfactory completion of this requirement. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tulcwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tulcwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -350 Printed: 04 -19 -2013 CITY OF TUKi.A Community Developmtat Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe No. [ 1- 3 Project No. Date Application Accepted: Date Application Expires: (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'( 32-10" Cam{' el Site Address: ("9 5 34- N,e W\ Rb: S Suite Number: Floor: Tenant Name: M I':".:16s4..4 c •Y' -,1"""' New Tenant: ❑ Yes ❑..No PROPERTY OWNER Name: r' 1A1vk e.v Address: + 34. 14.4a4194111 12.19 S City -1 u -WitA- State: tAt Zip: CONTACT PERSON - person receiving all project communication Name: sm, , Address: itio 't. to j me 4it. i e City:.. -t r State: Zip , 1 V:/� Phone WA,,i ,,.�- -eu Fax: )6cM 1 �iiebe 7fyv.1. Email: roil e,,24'7' (- 6C,ckS)coih GENERAL CONTRACTOR INFORMATION Company Name: 11-1=3 f- Architect Name: Fze)N Address: + 461.- r .13r. 1 Address: Phone s..X3 1 e � Fa .��a.,� Email: City: 1-+'s ` zit State: w,- City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H: Applications\Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: Feiji4vrviL76. isime441,,Mr.. L Architect Name: Fze)N Address: + 461.- r .13r. 1 City:1-11 vi State: Zip vs Phone s..X3 1 e � Fa .��a.,� Email: ENGINEER OF RECORD Name: ` : 1.. Ps 4r O ) Company Name: A. ,��� 0 c,"c, NN Engineer Name: VI a lG 1354- 19rosC ,..i Address: 7521 (loft € stki „ri t .Is t City: 1-+'s ` zit State: w,- ZiPi, c,�i rn �T" Phone: (,\2j 2_2-3i 0 Fax: Email: ,..k G , �n SG „oil-) LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095)r Name: ` : 1.. Ps 4r O ) Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO pic 206 -431 -3670 Valuation of Project (contractor's bid price): $ 40/x(,2) Existing Building Valuation: $ Describe the scope of work (please provide detailed information): ■ AV CA et: A l PAD-1r -rt4 Will there be new rack storage? ❑ ....Yes �No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes $ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Yt. Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) ill there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', att h list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ety Data Sheets. SEI'T1 SYSTAm ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- I2.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor f 4, l''s-- eP 116v-/-4-1) 2 "d Floor` / 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 4119 y� �J Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes $ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Yt. Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) ill there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', att h list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ety Data Sheets. SEI'T1 SYSTAm ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- I2.docx Revised: February 2012 bh Page 2 of 4 Value of Construction = In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: t /J ttrelay Telephone: (.7-4Z)0Sq"--GC:t.) Mailing Address: ( *1Q2 ( i,7l rf`1 Os1ie- 6V lg.? City State Zip IZED AGENT: Date: k'1 C / 2', H:Wpplications\Forms- Applications On Line'2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 4 of 4 PUBuo-wORKS PERMIT'INF 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 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided ❑... Renton 0... Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours 0... Right-of-way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance 0... Right -of -way Use — Potential Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut cubic yards 0... Work in Flood Zone ❑ .. Total Fill cubic yards 0... Storm Drainage ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Abandon Septic Tank ❑...Curb Cut 0... Pavement Cut 0... Looped Fire Line )1 0... Grease Interceptor ❑... Channelization ❑...Trench Excavation ❑... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size 11 WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: - Mailing Address: City State Zip H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2613200049 Permit Number: D12-350 Address: 13534 MACADAM RD S TUKW Status: APPROVED Suite No: Applied Date: 10/29/2012 Applicant: MACADAM COURT CONVALESCENT HOME Issue Date: Receipt No.: R13 -01365 Initials: User ID: Payee: LAW 1632 Payment Amount: $812.65 Payment Date: 04/19/2013 10:44 AM Balance: $0.00 MACADAM COURT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1098 RD Pmts Re -Dist OP Authorization No. ACCOUNT ITEM LIST: Description 812.65 .00 Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 Total: $812.65 808.15 - 525.30 525.30 4.50 dor.• RPCPint -nR Printarl• n4 -14 -2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2613200049 Permit Number: D12-350 Address: 13534 MACADAM RD S TUKW Status: PENDING Suite No: Applied Date: 10/29/2012 Applicant: MACADAM COURT CONVALESCENT HOME Issue Date: Receipt No.: R12 -02994 Initials: WER User ID: 1655 Payment Amount: $525.30 Payment Date: 10/29/2012 02:57 PM Balance: $812.65 Payee: RONHOVDE ARCHITECTS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1210 525.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 525.30 Total: $525.30 rinr•.• Ror•Pint -OR PrintMri• 1(1 -99 -9(119 INSPECTION RECORD Retain a copy with permit INSPECTIgN NO. PERMIT NO:. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206)431 -2451 t (2. 3'O Project: My )-. L v!'i` Typ of Inspect on: s 0 A .1©tA -G Address: 34 AAA - M. tit Dat Cal c4z:4s� Sp�5 ecial Instructions: ."- - Date Wanted: ' ,a,aa- 4 -13 P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. /Q COMMENTS: c ,� J�-e Pr n pector: Date: REINSPECTION FEE ' QUIR rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r��� - _�..�"�3d` � n'�'tt!'�s ^tom" ^?^- �.::'�'?:�-- f`•�'` L`s'_E�=`k".,�'.`�" -,'i. �.`'-�_.:1s� -ti rt-aa. �l. c�_xa�. �. f INSPECTION RECORD Retain a copy with permit, INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 0 Permit Inspection Request Line (206) 431 -2451 '1)c2350. Proj ct: --- M C-A/ r I COJ . c Type of1nspectio : � ,1 .. `y , AV A 5U t Address: 1 35 34 A Ac-A6 AI Date Called: „...--� Special Instructions: . ( , ( a V 44 ee_ nn m 0 Date Wanted: ! / ' .a.m,,, t '"t i3 p.m. CO -0' Requester: Phone No ? 1'S - Q Z- 3q -8 Approved per applicable codes. orrections required prior to approval. COMMENTS: . ( , ( a V 44 ee_ nn m 0 (A.,-.;, n : Jn cc. = S.i.2 r S L i ...S AA W W D r O a r ('r-1) e . c " - t ) . r ( Inspctot_ /j Date n REINSPECTION FEEREQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION.,` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -: (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: Ad A-6 M M Gca J rT . Type of Inspection: A.- - if..0 %L�' . . Address: (?5341 MACH -0AA -( Date Called: Special - Instructions: I Date Wanted erma _ p.m. Requester: Phone No. ❑ Approved per applicable codes. E3 Corrections required: prior to approval: COMMENTS: Di�- 1-x') c e r` t1i >'i:f P.161- _ k orQ A ia 8 r A A&n.A 1 Inspector': Date:, n REINSPECTION FEE REQUIRED. Prior to next inspection :fee;mustbe; paid at 6300 Southcenter Blvd..'Suite 100. Call to schedule_ reinspection:: I FILE C PY Permft No. AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5521 100th St SW, Suite B, Lakewood WA 98499 Page 1 of 7 Date: 10/18/12 Design by: TLC Structural Calculations For Vertical and Lateral Remodel Design Project & Location: Structural Calculations for Macadam Court Remodel Tukwilla, WA Client :. Structural Engineer: Ronhovde Architects LLC AndersonChase A structural engineering corporation 5521 100th St SW, Suite 8 Lakewood, WA 98499 Project Number: Code: 12.136 2009 IBC Loads: I. Vertical Loads: Roof (Snow- roof design) 25 PSF Floor 40 PSF REVIEWED FOR. COD :'COMIPLIANCE APPROVED•. NOV 16 2012 City of Tukwila BUILDING DlVIS; 350 RECEIVED CITY OF TUKWILA OCT 2 9 2012 PERMIT CENTER 39i9 'o - '1"15:171A 7-4 i 1--/ In 140021 64 . 5S' 0,4 MuI a scriChase A STRUCTURAL ENGINEERING. CORPORATION '552 1 - SUITE 8 - I GOTH 51-5W; LAKEWOOD, WA 98499 PROJECT JOB # SHEET DESIGNED DATE CHECKED DATE . s ' .,� 4 l �t» '2 • ee .+� r 1 1 e 2- tr cam ra ( -101 e, '3> 7 "3'Z b - {` { \ r �y� . ? TL 1 1 li r' .., i --, 5. . :--t J.. . t 1 61 . 1 lei �. w 1. , I 3G f 4 4t 4' ' (o $t 2 2- . ,G, K V.Z U SC., S • `11-A'--'xLul2_- G. C, n. n. • C(t.t•ip.. 1., 40 xL.1 t t•�, `-a ,t,6, { 5521 100`x' Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 AndersonChase Title : Dsgnr: Project Desc.: Project Notes : Multiple Simple Beam 4i6' #' KW;b6Q04293 , ttt, Q i,:: s" Description : Wood Beam Design B -1 6 x 10 D.F #2 Job # 4 Printed: 17 OCT 2012. 4:23P141 File p 12012112 -136 Tukwila Convalescent Home Remodeltbeams ec6 ENERCALC, INC. 1983 -2011, Build.8.11.10.09, Ver6.11.8.1 BEAM Size : 6x10, Sawn, Fully Unbraced Using Allowable Stress Design with 2006 IBC & ASCE 7 -05 Load Combinations, Major Axis Bending Wood Species : Douglas. Fir - Larch Wood Grade : No.2 Fb - Tension. 875.0 psi Fc - PrIl 600.0 psi Fv 170.0 psi Ebend- xx 1.300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.1880, L = 0.50 k/ft, Trib= 1.0 ft Design Summary Max fb /Fb Ratio = 0.804 1 fb : Actual : 701.69 psi at 3.750 ft in Span # 1 Fb : Allowable : 873.02 psi Load Comb : . +D+L+H Max fv /FvRatio = 0.346: 1 fv : Actual : 58.76 psi at 0.000 ft in Span # 1 Fv : Allowable : 170.00 psi Load Comb: ±D +L +H Max Reactions (k) L Lr Left Support 0.71 1.88 Right Support 0.71 1.88 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7 -05 • D(0.1880) L(0.50) E H Max Deflections Downward L +Lr +S Upward L +Lr +S: Live Load Defl Ratio Wood Beam Design B -2 5 -1/8 x 12 GL DF /DF 24F -V4 BEAM Size : 5.125x12, GLB, Fully Unbraced Using Allowable Stress Design with 2006 IBC & ASCE 7 -05 Load Combinations, Major Axis Bending Wood Species : DF /DF Wood Grade : 24F - V4 Fb - Tension 2,400.0 psi Fc - Prll 1,650.0 psi Fv 265.0 psi Ebend- xx 1,800.0 ksi Fb - Compr 1,850.0 psi Fc - Perp . 650.0 psi Ft 1,100.0 psi Eminbend- xx 930.0 ksi 7.50 0,. 8x10 .. 0.070 in Downward Total 0.000 in Upward Total 1284 >360 Total Defl Ratio 0.096 in 0.000 in 933 >180 Calculations per 2005 NDS, IBC 2009, CBC.2010, ASCE 7 -05 Applied Loads Unif Load: D = 0.3030, L = 0.370, S = 0.3380 k /ft, Trib= 1.0 0.. Design Summary Max fb /Fb Ratio = 0.628 fb : Actual : 1.718 85 psi at 6.500 ft in Span # 1 Fb • Allowable : 2,738 74 psi Load Comb +D+0 750L+0 750S +H Max fv /FvRatio fv:Actual inSpan #1 Fv : Allowable : 0.367.: 1 111.95 psi at 0.000 ft 304.75 psi Load Comb : +D +0.750L +0.750S +H Max Reactions (k) D L Lr S Left Support 1.97 2.41 2.20 Right Support 1.97 2.41 2.20 Density 32.210 pcf 010.3030) L(0.370)0(0.3350) 13.0 5.. 5.125x12 Max Deflections Downward L +Lr +S 0.344 in Downward Total 0.492 in Upward L +Lr +S 0.000.. in Upward Total 0.000 in Live Load Defl Ratio. 453 >360 Total Defl Ratio . 317 >180 Wood: Beam Design : : "' B -3 Existing I Joist Header (Same load with infill) Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7 -05 BEAM Size : 6x10, Sawn, Fully Unbraced Using Allowable Stress Design with 2006 IBC & ASCE 7 -05 Load Combinations, Major Axis Bending Wood Species Douglas Fir - Larch Wood Grade : No.2 Fb - Tension 875.0 psi Fc - PrII 600.0 psi Fb - Compr 875.0 psi Fc - Perp 625.0 psi Applied Loads Unif Load: D = 0.0750, L = 0.20 k/ft, Trib= 1.0 f1 Design Summary Max fb /Fb Ratio = 0.091 1 fb : Actual 79.78 psi at Fb : Allowable • 873 97 psi Load Comb . +D +L +H Max fv /FvRatio = 0.056: 1 fv : Actual : 9.58 psi at Fv : Allowable : 170.00 psi Load Comb : +D +L +H Max Reactions (k) D L Lr Left Support . 0.15 0.40 Right Support 0.15 0.40 170.0 psi Ebend- xx 425.0 psi Eminbend - xx. 1,300.0 ksi • Density • 32.210 pcf 470.0 ksi H Max Deflections Downward L +Lr +S. Upward L +Lr +S Live Load Defl Ratio 0.002 in Downward Total 0.000 in. • Upward Total 21172 >360 Total Defl Ratio 0.003 in 0.000 in .15398 >180 AndersonChase - -,. Multiple Simple Beam ,Liche -,KW' 06004293a - tilN a:17,tof, Mi,^,.,, .�sVISM. ,'Z ;. ,1: .:LiEr Nf;', i. I ` 1:1 . : L.fceliiw ANDEnsottmEYTON; Wood Beam Design >::: B -4 Existing I Joist double joist (Same load with infill) Calculations per 2005 NDS, IBC .2009,CBC 2010, ASCE 7 -05 Title : Dsgnr: Project Desc.: Project Notes Job # Pnnted:17 OCT 2012, 4:23P1,1 .. File p 12012112 -136 Tukwila Convalescent Home ReModenbeams ec6 ENERCALC; INC..1983 -2011, Build.6:11'10:09, Vec8.11 8 BEAM Size 6x10, Sawn, Fully Unbraced Using Allowable Stress Design with 2006 IBC & ASCE 7 -05 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade : No.2 Fb - Tension 875.0 psi Fc - PO .. 600.0 psi Fv . 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi . Fc - Perp 625.0 psi Ft 425.0 psi Eminbend = xx 470.0 ksi , • Applied Loads Unif Load: D = 0.0080, L = 0.020 k /ft, Trib= 1.0 fl Point: D = 0.150, L = 0.40 k @ 3.50 ft Design Summary Max fb /Fb Ratio fb : Actual,: Fb : Allowable : Load Comb : Max fv /FvRatio = fv : Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support = 0.261 • 1 227.69 psi at 872.33 psi +D +L +H 0.080: 13.67 psi 170.00 psi +D +L +H v L 0.14 0.36 0.09 ' 0.24 0.000 ft inSpan #1 Max. Deflections . Downward L +Lr +S 0.034 in Downward Total 0.047 in Upward L +Lr +S '0.000 in ' . Upward Total. 0.000 in Live Load Defl Ratio 3538 >360 Total Defl Ratio 2561 >180 Wood. Beam Design : B -5 5 -1/8 x 12 GL DF /DF 24F -V4 BEAM Size :. . 5.125x10.5, GLB, Fully Unbraced Using Allowable Stress Design with 2006. IBC & ASCE 7 -05 Load Combinations, Major Axis Bending Wood Species :. DF /DF . . Wood Grade : 24F.- V4 Fb - Tension 2.400.0 psi Fc - Prll 1,650.0 psi Fv 265.0 psi Ebend- xx 1,800.0 ksi Density Fb - Compr 1;850.0 psi Fc - Perp _ 650.0 psi Ft 1,100.0 psi . Eminbend - xx 930.0 ksi Calculations per 2005.NDS, 1BC 2009, CBC 2010, ASCE 7 -05: Applied Loads Unif Load: D = 0.110, L,= 0.280 klft, 0.0 ft to 10.0 ft, Trib= 1.0 fl Unif Load: D = .0.060, L = 0.150 k/ft, 10.0 to 14.0 ft, Trib= 1.0 fl Point: D = 0.140, L = 0.360 k @ 10.0 ft Design Summary Max fb /Fb Ratio. = 0.526 1 fb : Actual 1,253.50 psi at Fb : Allowable : ' 2,385.27 psi Load Comb : ' +D +L +H Max fv /FvRatio = fv : Actual Fv : Allowable : 32.210 pcf 0.257 : 68.08 psi 265.00 psi Load Comb +D +L +H Max Reactions (k) 2 : L Left Support 0.78 1.99 Right Support 0.70 1.77 1 at 0.000 ft, in Span # 1 14.01t, 5.125x10.5 Lr S Wood Beam Design :. B -6 4x8HF #2 BEAM Size : Wood Species : Fb - Tension Fb Compr Applied Loads 4x8, Sawn, Fully Unbraced • • Using Allowable Stress Design with 2006 IBC & ASCE 7-05 Load Combinations, Hem Fir 850.0 psi Fc = P.M ' 1,300.0 psi Fv 850.0 psi Fc - Perp 405.0 psi • Ft Point: D = 0.470, L = .1.874 k @ 2.0 ft Design Summary Max fb /Fb Ratio . = ' 0.833. 1 fb : Actual : . : 917.37 psi at 1,101 80 psi +D +L +H 0.462 1 69.28 psi at . 150.00 psi Load Comb :' +D +L +H Max Reactions (k) 2 L Left Support 0.24 0.94 Right Support 0.24 0.94 Fb : Allowable • Load Comb : Max fv /FvRatio= fv : Actual : Fv : Allowable.: Max Deflections Downward L +Lr +S 0.281 in Downward Total . 0.391 in Upward L +Lr +S 0.000 in Upward Total ' 0.000 in Live Load Defl Ratio 598 >360 .Total Defl Ratio • 429 >180 CalculatIons:per 2005 NDS; IBC 2009, CBC.2010; ASCE 7415 Wood Grade : No.2 Major 150.0 psi_ Ebend- xx 1,300.0 ksi 525.0 psi . Eminbend - xx ' 470.0 ksi Density ' • : 27.70 pcf E H Max Deflections Downward L +Lr +S Upward L ±Lr +S Live Load Defl Ratio 0.030 in Downward Total 0.000 in . Upward Total 1598 >360 Total Defl Ratio 0.038 in 0.000 in 1277 >180 AndersonChase Wood Column Title Dsgnr: Project Desc.: Project Notes : Llir # IKW,.060b,4293 � ' „urn z: � F' z ; Description : General Information Column support at B -6 Analysis Method Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non - slender calculations ) Wood Species Hem Fir Wood Grade .No.2 Fb - Tension Fb - Compr Fc Prll Fc - Perp 850 psi 850 psi 1300 psi 405 psi E : Modulus of Elasticity .. . Basic. Minimum 12.0. ft Fv Ft Density x -x Bending 1300 470 Load Combination 2006 IBC & ASCE 7 =05 150 psi 525 psi 27.7 pcf y -y Bending 1300 470 Wood Section Name Wood Grading /Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly Job # Printed: 17 OCT 2012, 4:19P1,1 File. p 12012112 -136 Tukwila Convalescent Home Remodelbeams ec6; ENERCALC, INC..1983 -2011, Build 6.11.10.09, Vei 6.11:8.1 acensee ANDERSON= PEYTON Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7 -05 4x4 Graded Lumber Sawn 3.50 in Allowable Stress Modification Factors 3.50 In • Cf or Cv for Bending 1.50 1.150 1.50 1.0 1.0 1.0 1.0 NDS 15.3.2 No (non -olb only) 12.250 inA2 12.505 inA4 12.505 MALI Cf or for Compression Cf or Cv for Tension. Cm : Wet Use Factor Ct : Temperature Factor Cfu : Flat Use Factor Axial Kf : Built -up columns 1300 ksi Use Cr: Repetitive ? Brace condition for deflection (buckling) along columns: X -X (width) axis : Unbraced Length for X -X Axis buckling = 12 ft, K =1.0 Y -Y (depth) axis :Fully braced against buckling along Y -Y Axis Service loads entered. Load Factors will be applied for calculations. Applied Loads Column self weight included : 28.277Ibs " Dead Load Factor AXIAL LOADS Axial Load at 12.0 ft, Xecc= 2.0 in, Yecc = 2.0 in, D = 0.240, L = 1.90 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial +Bending Stress Ratio = Load Combination Governing NDS Formla np + Mxx Location of max.above base At maximum location values are . . Applied Axial Applied Mx Applied My Fc.: Allowable 0.9403 : 1 Maximum SERVICE Lateral Load Reactions . . +D +L +H Top along Y -Y 0.003715 k Bottom along Y -Y. + Myy, NDS Eq. 3.9- Top along X -X 0.003715 k Bottom along X -X 11.919 ft Maximum SERVICE Load Lateral Deflections . Along Y -Y - 0.04416 in at . 7.007 ft for toad combination : D +L Along X -X -0.04416 in at for load combination : D +L Other Factors used to calculate allowable stresses ... 2.168 k - 0.04428 k -ft - 0.04428 k -ft 222.81 psi 0.002022 :1 +D +L +H 12.0 ft 0.3033 psi 150.0 psi 0.003715 0.003715 k k above base 7.007 ft above base PASS Maximum Shear Stress Ratio = Bending Load Combination Cf or Cv : Size based factors 1.500 Location of max.above base Applied Design Shear Allowable Shear Load Combination Results Compression 1.150 Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Stress Ratio Status Location Load Combination Stress Ratio Status Location +6 0.09829 PASS +D +L +H 0.9403 PASS +D+0.750Lr+0.750L +H 0.6204 PASS +D+0.750L+0.750S +H 0.6204 PASS +D+0.750Lr+0.750L+0.750W +H 0.6204 PASS +D+0.750L+0.750S+0.750W +H 0.6204 PASS +D+0.750Lr+0.750L+0.5250E +H 0.6204 PASS - D- 0.750L+0.750S+0.5250E +H. 0.6204 PASS Maximum Reactions = Unfactored Load Combination D Only L Only D +L 0.0 ft 11.919 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft Tension 0.000227 PASS 12.0 ft 0.002022 PASS 12.0 ft' 0.001573. PASS 12.0 ft 0.001573 0.001573 0.001573 0.001573 0.001573 X -X Axis Reaction @ Base @ Top -0.000 0.000 k -0.003 0.003 k -0.004 0.004 k Y -Y Axis Reaction @ Base @ Top -0.000 0.000 k -0.003 0.003 k -0.004 0.004 k PASS 12.0 ft PASS 12.0 ft PASS 12:0 ft PASS 12.0 ft PASS 12.0 ft Note Only non -zero reactions are listed: Axial Reaction @ Base 0.268 k 1.900 k 2.168 k AndersonChase L Wood Column iicr # KW `Oli00:429_ " * fi Zee Description Column support at B -6 Maximum Deflections for Load Load Combination D Only L Only D +L Sketches Title : Dsgnr: Project Desc.: Project Notes : Job# Printed 17 OCT 2012 4'19P1a File p12012112 •136 Tukwila Convalescent Home Remodellbeams ec6 • ENERCALC INC 19832011 Build.6.11.10.09, Ver6 11 8.1. Zt � ,'��It'it< < 'Y,��j* >W'r%'1t Yi:L f9 >. ttiir: MAlf rraat� usvr : na .27 tis� n'S��AL; W.. W L'Ice"fisee ,ANUERSQN-I EYTON Combinations = Unfactored Loads; Max. X -X Deflection Distance Max. Y -Y Deflection Distance - 0.0050 in 7.007 ft -0.005 in 7.007 ft - 0.0392 in 7.007 ft -0.039 in 7.007 ft -0.0442 in 7.007 ft -0:044 in 7.007 ft 4 350 In • - - Loads are total entered value. Arrows do not reflect absolute direction. UTILITY DINING Existing beam . support for floor . assumed here Simpson hanger with 920# capacity if flush framed Simpson BC Post Base /Cap SITTING. Simpson PB44 post base, Simpson AC4 post cap 12" x 12" x 8' FTG SIMPSOM MST48 strap side of beam to side of double top plate each end of beam if double top plate is interupted by beam ROOM 03 n erscr C ase A STRUCTURAL ENGINEERING CORPORATION 6521 • SupTe B . I OOTH Si SW; LAKEWOOD; WA 98499 PROJECT . JOB # SHEET OF DESIGNED DATE .. CHECKED DATE 5521 1001h Street SW, Suite B, Lakewood. Washington .98499 (253) 212 - 2310 Les Seifert From: Tom Chase <tom @andersonchase.com> Sent: Thursday, October 18, 2012 3:57 PM To Les Seifert Cc: Robert Ohlson; Mark Anderson Subject: RE: Macadam Court Attachments: Macadam Court Remodel Plan.pdf; 12.136 Scanned Calculations.pdf; Detail A & 8.pdf Attached is the calculations. I have attached two details: (these are very basic and I'm sure you have them already as part of your set or notes) A) for beam with in walls parallel see detail A B) for beams support perpendicular to the walls The beam support existing beam at the edge of the deck needs a positive tie to the new 4 x 8 beam below: Since we don't know the existing deck beam size it is hard to cail out a hard ware. But could call out a BC post /base and leave the size for the contractor. This same 4 x 8 beam to the post can be attached with AC4 post cap to the 4 x 4 posts. We need a minimum size footing below these columns 12" x 12" x 8" will do or equivalent on existing stem if there is one there. Simpson PB 44 will do if it can be cast in Other than that the beam if they are to be flush framed we need a Simpson Hanger with capacity of 920 #. In addition if the 5 -1/8" x 12" GL is flush framed (this is the one below the shear wall above) the lapped double top plate Of the wall .will be severed. the connection of the shear wall above Plat to floor and Now new beam below will need to be re- nailed (10d @ 6" o.c) in addition then this beam will need to be strap at either end to the existing double top plat side of beam to side of double top plate with Simpson MST 48 each end of beam: These items are shown on Page 2 of the calculations and the Macadam Court Remodel plan attached Please call with any questions. Thonias Chase, P.E. Principal • AnIersor,Chase • A STRUCTURAL ENGINEERING CORPORATION 5521 loo "' Street S1•S Suite B Lakewood, WA 98499 253 21z-231A.. If you have received this a =mail in error; please disregard the contents and notify tom:AndersonChase.com: f mailto :IesC&ronhovdearchitects.coml Sent: Thursday, October 18, 2012 11:33 AM To: Tom Chase Subject: Macadam Court Tom, From: 'Les Seifert 03 -01 -2013 epartment of Community Developnzentt LES SEIFERT 14900 1NTERURBAN AV S, SUITE 138 TUKWILA WA 98168 RE: Permit Application No. D12 -350 MACADAM COURT CONVALESCENT HOME 13534 MACADAM RD S TUKW Dear Permit Applicant: Iirn- Hgkkg,rton;- JadkPcice, Director In reviewing our current application files, it appears that your permit applied for on 10/29/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 04/27/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, fV4Adg fer Marshall it Technician File: Permit File No. D12 -350 6300 Southcenter Boulevard Suite' #100 • Tukwila; Washington 98188 •.Phone :206-431 -3670 • Fax 2064431 -3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 6, 2012 Les Seifert Ronhovde Architects LLC 14900 Interurban Av S, Suite 138 Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D12 -350 Macadam Court Convalescent Home —13534 Macadam Rd S Dear Mr. Seifert, 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 Planning Department. The Building, Fire and Public Works Departments have no comments at this time. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, 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. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -350 W:\Permit Center \Correction Letters \2012\DI2 -350 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • PLANNING DIVISION COMMENTS DATE: November 2, 2012 CONTACT: Les Seifert RE: D12 -350 ADDRESS: 13534 Macadam Rd South ZONING: C /LI Planning has reviewed the above building permit and the project cannot be approved as submitted: 1. Remove the note stating, "Replacing Non - Conforming Apartment (First Floor)." The City has never considered this use as being a residential unit 2. Provide a note on the plans stating that "The building is not approved to be used for a residential unit, either as a single family unit or a multi - family unit. Any and all future uses of the property must be consistent with the approved uses permitted within the Commercial /Light Industrial Zone." °PE '' C COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -350 DATE: 11 -09 -12 PROJECT NAME: MACADAM COURT CONVALESCENT HOME SITE ADDRESS: 13534 MACADM RD S Original Plan Submittal X Response. to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n Planning Division ❑ Permit Coordinator ift DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -13 -12 Complete 7ci Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12 -11 -12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *PE • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -350 DATE: 10 -29 -12 PROJECT NAME: MACADAM COURT CONVALESCENT HOME SITE ADDRESS: 13534 MACADAM RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: OS,(L uilding Divi ion �ub lcl o s 4i1,1\ M 0--i-(k Pin � eAn-t e 1 t 1 Oi! t L. re Prevention Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-30-12 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -27 -12 Approved n Approved with Conditions I I Not Approved (attach comments) IX Notation: REVIEWER'S INITIALS: DATE: Permit, Center Use. Only 11i f CORRECTION LETTER MAILED: t Departments issued corrections: Bldg ❑ Fire ❑ PIng PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL` Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: tt` '9 -(2 Plan Check/Permit Number: D12-350 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Macadam Court Convalescent Home Project Address: 13534 Macadam Rd S <?GN EtVV Arx:3 -arri s L4 Contact Person: L.' lifer' Phone Number: Summary of Revision: la2v1olia 17 f-ere -17) N - GGw R.vvt l r j- Abs}'Arral/r►£ 1401:2e0 u p*-rt7 FUTI Us 447,0er trI a 2 ► 1 L 11 2. ,l.l, Pe/tsi s RtOetvttit CiTVOF Tl . Sheet Number(s): C S L4 Ge94:1 `Nay 0 9 2012 "Cloud" or highlight all areas of revision including date of rev, Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 PERMIT Mu \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pf ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name AT YOUR SERVICE BY J KAPPE LLC UBI No. 602320626 Phone 2532023918 Status Active Address 16109 Se 259Th Ct License No. ATYOUSJ983CJ Suite /Apt. License Type Construction Contractor City Kent Effective Date 2/11/2002 State WA Expiration Date 2/11/2014 Zip 98042 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date KAPPE, JENNIFER SUSANNE Partner /Member 02/11/2002 Amount KAPPE, JASON RAY Partner /Member 02/11/2002 INSSF3835 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 CBIC SF3835 01/29/2004 Until Cancelled $12,000.00 02/02/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Contractors Bonding & Insuranc INSSF3835 02/05/2013 02/05/2014 $300,000.0002/06 /2013 4 Contractors Bonding & Insuranc INSSF3835 01/29/2008 01/29/2013 $300,000.0012/30 /2011 3 CBIC INSSF3835 01/29/2005 01/29/2008 $300,000.0001/18 /2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information Infraction / Citation I Date RCW Code Type Status Violation Amount EHENS00423 1/31/2012 19.28.041 RCW ELECTRICAL CITATION Satisfied $500.00 ODOSTO SI https: // fortress .wa.gov /lni/bbip/Print.aspx 04/19/2013 GENERAL NOTES: PLEASE NOTIFY ARCHITECT IF ANY DISCREPANCIES EXIST WITHIN THE DRAWINGS. 2 THE DRAWINGS FOR THI5 PROJECT ARE CONSIDERED TO BE "OWNER /BUILDER TYPE" AND ARE INTENDED TO DOCUMENT THE GENERAL CONSTRUCTION SYSTEMS WHICH MEET MINIMUM BUILDING CODE STANDARDS. CHANGES IN THESE SYSTEMS MAY RESULT IN CONSTRUCTION THAT DOES NOT MEET MINIMUM CODE OR GONFLIGT5 WITH OTHER WORK STANDARDS. ANY CHANGES NOT APPROVED IN WRITINS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR SUB- CONTRACTOR MAKING THE CHANGES. 3 ALL METHODS, MATERIALS 4 WORKMANSHIP SHALL CONFORM TO THE 200'1 IBC AS AMENDED AND ADOPTED BY THE LOCAL JURISDICTION COMPLY WITH ALL APPLICABLE GODES $ ORDINANCES. 4 THE CONTRACTOR AND SUB - CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THESE DRAWINGS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE TENANT. ANY ERROR5, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING. THE CONTRACTOR SHALL NOT BE LIABLE FOR THE ABOVE UNLESS THE CONTRACTOR (SUB) RECOGNIZED SUCH ERROR, ETC., DID NOT REPORT SUCH ERROR AND PROCEEDED WITH THE CONSTRUCTION. INSTALLATION DRAWINGS FURNISHED BY THE TENANT TAKE PRECEDENCE OVER THESE 5 GOOWN I KAG S I OR, SUB - CONTRACTOR $ MATERIAL SUPPLIER5 TO VERIFY FIELD GONDITIONS WHICH EFFECT THEIR WORK PRIOR TO FABRICATION OR CONSTRUCTION. 6 SHOP DRAWINGS, PRODUCT DATA AND SAMPLE APPROVAL ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DO NOT SCALE THE DRAW' NGS. 1 UNLESS OTHERWISE NOTED, PLANS ARE DIMENSIONED TO FACE OF 5TUD5. s VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN TH15 CONTRACT OR BY OTHERS. q VERIFY 51ZE $ LOCATION OF $ PROVIDE ALL OPENINGS THROUGH FLOORS $ WALLS. FURRING CURBS, ANCHORS, INSERTS, MACHINE BASES AND ROUGH BUCKS $ BACKING FOR SURFACE- MOUNTED ITEMS. JOIST NOTCHING AND HOLE BORING SHALL COMPLY WITH UBG AND /OR JOIST MANUFACTURE. 10 REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE $ SHALL BE COMPLETELY PROVIDED AS I F DRAWN I N FULL. ITEMS REFERRED TO AS SINGLE MAY BE PLURAL. II VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 12 ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS OR DETAILS SHALL BE 4" FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN. 13 FINISH FLOOR (FIN. FLR.) REFERS TO TOP OF PLYWOOD OR LT. WEIGHT GONG UNDERLAYMENT OR CONCRETE SLAB. 14 TYPICAL FRAME PARTITIONS, ARE 3 -1/2 ", 25 GA. MTL STUDS SPACED @ 2411 O.G. UNLESS NOTE OTHERWISE. SEE WALL SCHEDULE FOR TYPE - SEE FLOOR PLAN FOR LOCATION. 15 REFER TO SCHEMATIC GAB' NET DRAWINGS FOR CABINET, COUNTER LENGTHS, DIMENSIONS, COUNTERTOP MATERIALS AND DETAIL REFERENCE. CABINET CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 16 ELECTRICAL/ MEGHANI GAL/PLUMB ING /APPLIANCES: A. IVAG I CONTRACTOR TO f ROVIDC I ICATING LOAD Gr�LGI�LATk9N T-O TIIC LOCAL JURISDICTION FOR APPROVAL PRIOR TO CONSTRUCTION (WITHIN 15030 01- CALCULATED HEAT L05S9. ALL HVAC 1NSTRLtATIONS IALL APPLICABLE JI T1CCT STANDARDS OWNER/CONTRACTOR COORDINATION NOTES : THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION EITHER THE PRODUCT MANUFACTURER OR SUPPLIER, AND /OR LOCAL JURISDICTIONS FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING NTH THEIR WORK. THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER TO SERVE AS A BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE CONSTRUCTION PROCESS. I. REVIEW MANUFACTURER'S PRODUCT LITERATURE AND GENERAL NOTES FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE A. REGEPTAGLE BOXES (I.E. T.V., TELEPHONE, ELECT., PLUMBING) B. 2. REVIEW LOCAL JURISDICTION REQUIREMENTS FOR COMPLETE INSTALLATIONS OF THE FOLLOWING : A. iIRC SPRINKLER CYCTCM AC ACQUIRED i3- MANUAL AUTOMATI G C I RC ALARM SYSTEM AC RCQU I RCD 6. FIRE EXTINGUISHER SIZE AND LOCATION 3. GOORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. 5. TELEPHONE : G GADLC T.V. UTI1_iTY : D. POWER UTILITY (VAULT RCQUIRCMCNT- EASEMENTS) . . TRASH SERVICE : E WATER UTILITY . MACADAM COURT CONVALESCENT HOME 13534 MACADAM RD S TUKWILA, WA 98168 LOWER FLOOR REVISIONS No changes shall b made de to the scope of 1.°: :c withcU': prior approval of it. :ct iii i Building Division. . 4 ��rl 3 tviii rc,,quiru a new plan submittal dd,tion aI pan review faes. ABBREVIATIONS ASSEM. BLDG. BM. BSMT. GONG. GONT. .W. EXIST. EXT. ELEV. F.H. F.O.I .G. FTC. G.S.B. H /GB HORIZ. HTR HVAG I NSUL. NT. LAV. MAX. MIN. O.G. O.F.O.I. 0.5.5. PLYWD. P.T. REF. R/5 SHR. SHWR. 5PR. 5.F. 50. FT. TYP. T.V. U.N.O. VERT. lAl W/G 1NDW. ASSEMBLY BOARD BUILDING BEAM BASEMENT CONCRETE GONTI NUOUS CONTROL JOINT CLOTHES DRYER OR DUMPSTER DISHWASHER EACH EXISTING EXTERIOR OR FIRE EXTINGUISHER ELEVATION FIRE HYDRANT OR FAIR - HOUSING FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOOTING GYPSUM SHEATHING BOARD GYPSUM WALL BOARD HANDICAP HORIZONTAL HIGH PRESSURE SODIUM LIGHT HEATER HEATING VENTILATION AND AIR CONDITIONING INSULATION INTERIOR LAVATORY MAXIMUM MINIMUM ON CENTER OWNER FURNISHED OWNER INSTALLED ORIENTED STRAND BOARD PLYWOOD PRESSURE TREADED FOR RESISTANCE TO WATER DECAY REFRIGERATOR ROUGH SAWN 5HEAR SHOWER SPRINKLER RISER ROOM SQUARE FEET SQUARE FEET TYPICAL TELEVISION UNLESS NOTED OTHERWISE VERTICAL CLOTHES WASHER WATER CLOSET WINDOW SITE PLAN NOT TO SCALE LEGAL DESCRIPTION FOSTORIA LESS SELY GARDEN TR5 SELY 1.86 AG LESS NELY 252 70 FT THOF FT CONTACT INFORMATION PROJECT CONTACT PERSON IMPORTANT BUILDING USE NOTE: THE BUILDING RESIDENTIAL MULTI PROPERTY PERMITTED 15 NOT APPROVED TO BE USED FOR UNIT, EITHER AS A SINGLE FAMILY UNIT - FAMILY UNIT. ANY AND ALL FUTURE USES OF MUST BE CONSISTENT WITH THE APPROVED WITHIN THE COMMERCIAL /LIGHT INDUSTRIAL A OR A THE USES ZONE. PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: \\ " t to- P ACCESSIBILITY COMPLIANCE NOTES I) NEW RAMP AND ADA TOILET ROOM AND DOORS AND CLEARANCES. SEE FLOOR PLAN SHEET AI.I V k.. I 4 r [� .+.."a 3, nR e: E,-., i_ PLrriv11T REQUIRED r 013: Mechanical [electrical LiTlumbing t s Piping City of Tukwila E.ill.D°NC DIVISION PROJECT INFORMATION PARCEL NUMBER: SCOPE OF WORK: TYPE OF BUSINESS: PROPOSED BUSINESS NAME: OCCUPANCY CLASSIFICATION: CHANGE OF USE: TYPE OF CONSTRUCTION: PROPERTY AREA: GROSS BUILDING AREA: NET IBC "TI" AREA: NUMBER OF STORIES: USE SEPARATION: EXISTING PARKING: IMPERVIOUS AREA: METHOD OF HEATING: GOVERNING CODES: F1 :,4 C P ■ Pe tit 6 o. p{ ^^ r" v ari approval i3 subject to errors and omissions. t, of construction documents does not authcf,73 'y adopted code or ordinance. Recc t y and conditions is acknowledged: Ey Data. , P` : City Of Tukwila BUILDING DIVISION PROJECT VALUATION: INDEX OF DRAWINGS ARCHITECTURAL: G5 COVER SHEET, PROJECT NOTES, SITE PLAN AI.I FLOOR PLAN AII.I DETAILS 51.1 STRUCTURAL PLAN AND DETAILS ENERGY CODE NOTES SHELL 15 EXISTING. SEE AI.I FOR NEW DOOR and WINDOW REQUIREMENTS, NO OTHER SHELL REVISIONS PROPOSED. NO NEW LIGHTING PROPOSED. EXISTING LIGHTING TO REMAIN CONTACT INFORMATION PROJECT CONTACT PERSON TORJAN RONHOVDE, ARCHITECT TORJAN© RONHOVDEARCH I TEGTS.GOM 206 -8501 -5500 TENANT MACADAM COURT CONVALESCENT HOME 13534 MACADAM RD 5 TUKWILA, WA '{8168 CONTACT: DARYL GHU (206) 883 -650'1 261320 -004'1 TENANT IMPROVEMENT PERMIT APPLICATION. IST. FLOOR ONLY- REMODEL REMODEL EXISTING BATHROOM TO ADA STANDARDS, MODIFY BEDROOM LAYOUTS, RELOCATE ENTRY ADD AN ADA RAMP. 2ND FLOOR UNCHANGED CONVALESCENT HOME (LIG. FOR 6) MACADAM COURT CONVALESCENT HOME GROUP 5 -B SPRINKLED (EXISTING) 21,000 5F (PER KCR) 4,135 5F Living + 420 Garage = 4,555 1,037 5F 2 NONE REQUIRED PER TABLE 508.4 APPROX. 6 STALLS DIRECTLY FRONTING THE BUILDING INCLUDING (I) ADA ACCESSIBLE STALLS. ALL EXISTING. NO CHANGES PROPOSED HEAT PUMP (OTHER/ NON - ELECTRIC) HEAT SYSTEM 15 EXISTING - NO CHANGES ARE PROPOSED 1. 200'1 INTERNATIONAL BUILDING CODE 2. L II'iPi,rEI f , IONAL MEGHANIGAL CODE (I MC) WAG 51 -52 3.2001 INTERNATIONAL FIRE CODE (I FG) WAG 51 -54 4.2001 UNIFORM PLUMBING CODE (UPC) WAG 51 -56, 51 -51 5. 200q WASHINGTON STATE ENERGY CODE (WSEG) WAG 51 -II 6.2003 I GC /ANSI A111.1 (ACCESSIBLE STANDARDS + WAG 51 -50 + CHAPTER I0 AND 11 OF THE 2001 IBC) $20,000 CORRECTION LTR# SEPARATE PERMITS ELECTRICAL SYSTEM _b12: 3S0 VICINITY MAP F ive an;. Park 5 131,4S% ki0x 1 m ! r Auentat MN P; Y .kti. it 5 137tH St �. 6 1354 teasoh Palo, 5 140th SI M.rnonat Pa,k y., PROJECT LOCATION i tst 42I4 St 5 14244 tr, 144th St..... 5 144:, St 1445 51 S 14411 T H E RONHOVDE ARCHITECTS L L C 14'100 INTERURBAN AVE SOUTH SUITE 138 TUKWILA, WASHINGTON '18168 (206) 851 -5500 • FAX (206) 851 -5501 ronhovdearchltects.com 4344 REGISTERED ARCHI -JAN RON •VDE STATE OF WASHINGTON w ¼J1cr 2 U�o Zj U LL Q W Q Q Q O VZd Q U PROJEGT: co r co DZ cc O MI— C'3 <Z Q= aQ M Q � J ;2. REVIEWED FOR CODE COMPLIANCE APPROVED A City of Tukwila BUILDING DIVISION NOV 1 F 2012 RECEIVED CITY. OF TUKV.'1L.1 NOV 0 9 2012 ERiVII CEN ;„E,1 I0 1 8 7 4 3 2 u /3/12 R>rsuom YITJ -C.. 10/25/12 PERMIT SUBMITTAL NO. DATE DESCRIPTION REVISIONS SHEET CONTENTS: SITE PLAN PROJECT NOTES LEGAL DESCRIPTION JOB NO.: 2012.45 DRAWN BY: WS CHECKED BY: TJR DATE: 10/25/12 SHEET NO. CS TOILET ROOM FLAG NOTES SEE AII.I FOR ADDITIONAL INFORMATION. ALL REFERENCES TO ANSI Al 111-2003 60" DIA. TURNING RADIUS PER ANSI 304. KNEE, TOE AND DOOR OVERLAPS PERMITTED PER 3043.1 AND 304.4. 30" X 48" SINK FLOOR SPACE PER ANSI 305.3 60" WIDE X 36" TRANSFER SHOWER - PER ANSI 608.2.1 OR ROLL -IN PER ANSI 608.2.2 `) HC URINAL W/ RIM @ I7" PER ANSI 605.3 $ 30" X '(8" FLOOR SPACE PER ANSI 3053 NON HG URINAL AT STANDARD HEIGHT C) FLOOR MTD HG TOILET PER ANSI 604. LOCATE AT 18" FROM WALL FRAMING PER 604.2 CO STANDARD FLOOR MTD. TOILET • -= * AI . -- MTD. TOILET PARTITION ALL SINKS TO GOMFORM W/ HG STANDARD ANSI 606 W/ FLOOR SPACE PER ANSI 3053 13 WALL MTD. PAPER TOWEL DISPENSER C11) 4' 0" X 3' 0" MIRROR MOUNT BOTTOM EDGE AT GOk -T-ER BAGKSPLASH (I2 ) 5' 0" X 3' 0" MIRROR MOUNT BOTTOM EDGE AT GOYNTER BAGKSf LASH E13) FLOOR DRAIN 04) WALL HUNG HG SINK W/ RIM AT 34" PER 606.3. 404.23.1 IS ) 54" X 60" PULL SIDE DOOR APPROACH SPACE PER ANSI 404.23.1 HG TOILET GRAB BARS PER ANSI 604.5.1 AND 604.5.2. INCLUDE VERTICAL BAR. CAS) 60" X 56" NON - COMPARTMENT HG TOILET CLEARANCE SPACE PER ANSI 604.3.1 30" X 48" SINGLE USER TOILET CLEAR GROUND SPACE PER ANSI 3053 BEYOND DOOR SWING. 20) 5' 0 "x2q" SINK COUNTER MOUNT IN/ COUNTER AT 34" A.F.F. 21" CLEAR KNEE SPACE. INSULATE DRAIN LINES 48" P.LAM. WAINSCOT - ALL SURFACES 6" INTEGRAL COVE BASE. SEE FINISH SCHEDULE FOR MATERIAL. (24) 42" X 60" PUSH SIDE LATCH APPROACH PER ANSI 404.2. .1 30" x 36" MIRROR, MOUNT BOTTOM EDGE @ COUNTER BACKSPLASH DEMO. DR. DEMO. WALL 1 DEMO. WALL $ DR. DEMO. TOILET ROOM 0 r�r DEI10. STAIRS $ WALK I I DEMg} DECK POST 1.. I. DE1410. WALL $ DR. DEMO. ILL 4 DR. 1 . ................. DEMO. .SSTAIRS .............. T1- ITr IJ L IIIIIIII 7[1.11 lilt DEMO. DOOR DEMOLITION PLAN SGALE: I/8" = 1' -0" GENERAL DEMOLITION NOTES Mate DEMO. WALL 1. THE GONTRAGTOR SHALL COORDINATE ALL TRADES REQUIRED TO PERFORM DEMOLITION WORK AS DESCRIBED IN THE GONTRAGT DOCUMENTS 3. WHERE PARTIONS ARE TO BE REMOVED ALL ELEGTRIGAL OUTLETS AND SWITCHES SHALL BE DISGONNEGTED AT SUPPLY JUNGTION BOX. 4. WHERE GARPETING 15 BEING REMOVED, THE MEGHANIGAL ATTACHMENT TO THE GONGRETE FLOOR SHALL AL50 BE REMOVED. WHERE GLUE -DOWN CARPET, RESILIENT FLOORING, OR OTHER GLUED FLOORING 15 BEING REMOVED, REMOVE ALL ADHESIVE TO LEAVE FLOOR WITH SMOOTH, LEVEL SURFACE. 5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFEGUARDS, BARRIERS, TEMPORARY POWER, LIGHTING, FIRE PROTECTION, ETG., AS REQUIRED DURING DEMOLITION. b. THE CONTRACTOR SHALL PROTEGT NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OGGUR DURING CONSTRUCTION. DAMAGE TO EXISTING MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE GONTRAGTOR. 1. THE CONTRACTOR SHALL REMOVE ALL RUBISH AND WASTE MATERIALS OF ALL SUB- GONTRAGTORS AND TRADES ON A DAILY BASIS, AND SHALL EXERGISE STRIGT GONTROL OVER JOBSITE GLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING ANY FINISH AREA WITHIN OR OUTSIDE OF JOBSITE. THE BUILDING REFUSE FACILITIES SHALL NOT BE USED FOR THIS PURPOSE. 8. THE GONTRAGTOR SHALL CAREFULLY STOCKPILE ANY DOORS, FRAMES, FIXTURES, ETG., THAT THE OWNER MAY DEEM FIT FOR FUTURE USE. q. OWNER SHALL RESERVE THE RIGHT TO KEEP ALL SALVAGEABLE MATERIALS SUCH AS CABINETRY, DOORS t HARDWARE, PLUMBING FIXTURES, LIGHT FIXTURES, ETG. EX. ELECT. PNL. ()DOOR AND FRAME SCHEDULE DOORS FRAME NOTES MARK TYPE MAT'L FINISH NOMINAL SIZE MATL. FINISH WIDTH HEIGHT DEPTH EX EXISTING - - - - - - - I, I PASSAGE WOOD STAIN 3' -0" 6' -S" 13/4" H. MTL. PTD. 3, 6 2 ENTRY MTL PAINT 3' -0" b' -8" 1 3/4" H. MTL. PTD. 3, 4, 5 3 CLOSET WOOD STAIN 3' -0" 6' -8" 13/4" H. MTL. PTO. 3, 6 GENERAL DOOR NOTES - ALL INTERIOR AND EXTERIOR DOORS NOTED SHALL HAVE LOCKS PROVIDED W/ HARDWARE THAT 15 READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPEGIAL KNOWLEDGE PER IBG 1008.1.8 -ALL HARDWARE PULLS, ,HANDLES, LOCKS, LATGHES OR OTHER OPERATING DEVICES SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE PER IBC 1008.1.8.1 -ALL EXTERIOR DOORS TO BE EQUIPPED WITH THRESHOLDS WITH A MAXIMUM RISE OF 1/2' PER ANSI 404.2.4. - ALL DOORS IF NOT SPEGIFIGALLY NOTED OTHERWISE SHALL BE PROVIDED WITH HG LEVER HANDLE HARDWARE COMPLYING WITH ANSI 404.2.6. -ALL HARDWARE TO BE MOUNTED WITH OPERABLE PARTS LOCATED BETWEEN 34" AND 48" ABOVE THE FLOOR PER ANSI 404.2.6. i iiiw i i•,i i i i WI i OF r w PANIC AND FIRE EXIT I IARDWARE 5I IALL BE PROVIDED ON ALL DOORS W/ LOCKS AND LATGI IE5 PER IBC 1008.1.q. -DOOR CLOSERS SHALL BE ADJUSTED 50 THAT FROM THE OPEN POSITION OF q0 DEGREES, THE TIME REQURIED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM REMOVE EX. 2668 DOOR NEW 4x8 HDR NEV 4x10 NPR 1 - I NEW -6 "x4' WINDOW U =0.32 STACK REF. NEW 6'x4' WINDOW U =032 NOTES: I. EXISTING TO REMAIN 2. SAVDY GLAZING. 3. LATCH SET ANSI F15 4. CLOSER 5. U =.6 b. PRIVACY LOGK AT TOILET ROOM T H E RONHOVDE ARCHITECTS C 14q00 INTERURBAN AVE SOUTH SUITE 138 TUKW I LA, WASHINGTON 18168 (206) 851 -5500 • FAX (206) 85q -5501 ronhovdearchitects.com 4344 REGISTERED ARCH -!1i DOOR TYPES -JAN RON IVDE STATE OF WASHINGTON WALL TYPE LEGEND 0 TYPICAL NON - BEARING WALL - 2x4 STUDS AT 24" 0.G. WITH 5/8" GWB EACH SIDE (RI3 UNFAGED SOUND BATTS AT TOILET ROOMS) EXISTING WALL TO REMAIN 0 Q UTILITY r.- Ex X LIJ NET AREA 101 50. FfT.. ROOM #1 EXISTING (p" %e KITGHEN b�� EXISTING DINING EXISTING NEW 6X10OF #2 EXISTING BEAM FOR FLOOR SUPPORT EXISTING BEAM FOR FLOOR SUPPORT R315.1 Carbon monoxide alarms. (WSA) For new construction, an approved carbon monoxide alarm shall be installed by January 1, 2011, outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries. 8315.2 Where required in existing dwellings. (WSA) Existing dwellings shall be equipped with carbon monoxide alarms by July 1, 2011. Exception: Owner- occupied detached one - family dwellings legally occupied prior to July 1, 2010. R3153 Alarm requirements. Single station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with this code and the manufacturer's installation instructions LIVING NEW GAR ROOM #2 NEW CARPET NET AREA 154 50. FT.I._ WINDO VINY I) WINDOWS IN BEDROOMS TO HAVE MIN. 20" W X 24" H. CLEAR OPENING WHEN WOW. 15 IN OPEN POSITION. SILL MOUNTED NOT GREATER THAN 44" A.F.F. NET CLEAR OPENING AREA SHALL BE MIN 5.1 5F ON THE UPPER FLOOR AND MIN 5 SF ON THE GROUND FLOOR EGRESS EXISTING WINDOW EGRESS EXISTING WIN 0 I/ m 5' -0" )1-0"/ GONGRETE RAMP 21' -4 1/2" 1:12 SLOPE -0; NEW 51/8" x 12" GLB 2) PROVIDE WOOD STOOL 4 APRON PER OWNERS REQUIREMENTS E OPTIONAL CASED OPENINGS 15014 HAN iER I1/ q20# GAPAGITY IF FLUSH FRAME o" „II.2". SITTING NEW CARPET CONCRETE RAMP 1 :12 SLOPE 5-0" A TACTILE SIGN STATING "EXIT" AND GOMPLY WITH IGG A111.1 SHALL BE PROVIDED ADJAGENT TO EAGH DOOR TO AN EXIT DISCHARGE DEMO STAIRS NEW 51/8" x 12" GLB NEV N/ 3 %0 10 q EXISTING DECK ABOVE TAGTILE SIGNS REQUIRED BY SEGTION 1011.3 NEED NOT BE PROVIDED WITH ILLUMINATION. FLOOR AREA ABOVE (3/4" T1G SHEATHING OVER 2X10 JOISTS : -" 0 T GEILIN EXISTING DRIVEWAY I' -6" GARAGE NEW CARPET ROOM #3 NEW CARPET NET AREA 142 SO. FT. U =0.32 EGRESS NEW 5'x4' WINDOW 5L. R313.1 Smoke alarms. Smoke alarms shall be installed in the following locations; I. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3.On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. When one or more smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarm in the individual unit. The alarm shall be clearly audible inn all bedrooms over background noise levels with all intervening doors closed. R313.2 Power source. In new construction the required smoke alarms shall receive their primary power from the building wiring...wiring shall be permanent without disconnecting witch...when primary power is interrupted, shall receive power om a battery. RECEIVED 8 1 b 5 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 16 2.012 City of Tukwila BUILDING DIVISION 4 3 2 NO. 10/25/12 PERMIT SUBMITTAL DATE REVISIONS SHEET CONTENTS: DESGRIPTI ON FLOOR PLAN DEMOLITION PLAN SCHEDULES 1ST. FLOOR PLAN SGALE: 1/4" = I' -0" 3' -q 1/2" / NEW 4x10 NOR 6-0" 4' -2 I/2" 14' -0" / OCT 2 9 2012 PERMIT CENTER JOB NO.: 2012.45 DRAWN BY: LW5 CHECKED BY: TJR DATE: 10/25/12 SHEET NO. A1.1 8 "min. -12" 8 "min. -12 "max. FIG. 1 NSTALL FLASHING PAPER; SILL PIECE "A" FIRST, ATTACH AT EDGE OF OPENING ONLY. FIG. 2 INSTALL SILL FLASHING PIECE "8"; EXTEND SILL FLASHING UP JAMB 4" MIN. MATERIALS: FLASHING PAPER AND WEATHER BARRIER PAPER: PER UBC STANDARD 14 -1, AND FEDERAL SPECIFICATION UU— B -90a. VAPOR BARRIER COATED AND REINFORCED. SEE SPECIFICATIONS FOR GRADE. SILL FLASHING AND BUTTERFLY: 25 MIL BITUTHENE (VYCOR PLUS) DRIP FLASHING: PER SPECIFICATIONS WEATHERPROOFED OPENING 11 X 0 E C Tco E FIG. 3 INSTALL 4" WIDE BUTTERFLY FLASHING PIECE "C" AT LOWER CORNERS OF OPENING; FLASHING SHOULD BE STARTED AT THE INTERIOR SURFACE OF THE OPENING, OVER THE SILL FLASHING, THEN FOLDED OVER THE EXTERIOR SURFACES OF THE SILL FLASHING AND PRESSED INTO PLACE FIG. 4 INSTALL FLASHING PAPER PIECE "D" AT JAMBS. ATTACH AT EDGE OF OPENING ONLY; APPLY A BEAD OF SEALANT WITHIN 1/2" OF OPENING FIG. 5 SET WINDOW NAILING FLANGE INTO SEALANT AND FASTEN TO STRUCTURE /// a ml FIG. 6 INSTALL DRIP FLASHING PIECE (NOT SHOWN) ACROSS TOP OF FRAME. APPLY FLASHING PAPER "E" AT HEAD, OVERLAPPING DRIP FLASHING AND JAMB PIECES. WEATHER BARRIER PAPER, APPLIED WITH EXTERIOR FINISH MATERIAL, IS APPLIED SHINGLE FASHION. PIECE "F" UNDERLAYS THE SILL PIECE. PIECE "G" SHOULD OVER LAP PIECE "F" BY AT LEAST 2 ". 4" GONG. SLAB WITH WELDED WIRE MESH REINFORCING 4" SUB -BASE .t• •• III a A IIIII�1111111 RAMP SLAB SECTION jT\ SGALE : NTS 1111 2F5 -12 FLOOR OR ROOF STRUCTURE 1/2" 6AP W/ COMPRESSIBLE SEALANT. PAINTABLE. DOUBLE TOP PLATE W/ 1/2" DEFLECTION SPACE SEE WALL SCHEDULE SEE WALL TYPE SCHEDULE FOR STUD SIZE AND SPACING TOILET WALL TOP DEFLECTION TRACK 2 SG5 -24 SCALE : I -1/2" = I' -0" 3" VENT THRU ROOF 3" VENT 3" WASTE 51NK 1 P -TRAP EXIST b" WASTE TYP. HC TOILET RISER DIAGRAM SCALE: MOT TO SCALE PLUMB RISER DOOR PER SCHEDULE I/2 "x2 -I/2" TRIM SEE WALL TYPES DOOR JAMB (HEAD SIMILAR) 7 SCALE : 3" = I' -0" 1DMJ -4 BASE TYP. WALL 2 -1/2" RAM -SET GONG. PINS @ 24" 0.G. OR PER STRUCTURAL GONG. FLOOR WALL 1 FLOOR CONNECTION SCALE : 3" a 12" NEW DOOR I I/2" DIA. PAINTED WELDED PIPERAIL 5' LANDING ESCEO \ 4 ALE XTRI : I /2" = I' -0" R RAMP 6' LANDING 6' LANDING —EDGE PROTECTION 4" MAX 6AP PER ANSI A1.111 -2003, 405.1 - CONCRETE RAMP SLAB SEE DETAIL 8 /AII.I INSULATE SUPPLY AND DRAIN PIPES PER ANSI 606.6 1- N CC) SPOUT [NEAR R N z 1 F.F. COUNTER /51NK 5K PER ANSI 6063, : 306.3 MIRROR PER ANSI 606.3 DRINKING FOUNTAIN D.F. PER ANSI 606.3, 602.4, $ 306.3 40" 42" MIN. BAR 7B PER ANSI 604.5.1 604.5.2 AND ANSI 601 NOTES, ALL ACCESSORIES SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL MEMBERS FROM MOISTURE PROVIDE SOLID BLOCKING (TYPICAL) TOILET PAPER [ASP. TPD. PER ANSI 604.1 ELONGATED BOWL TOWEL D15P PTD PER ANSI 606.1 HANDHELD SHOWER W/ FLEXIBLE HOSE C o FOLD r- SEAT 1- co URINAL U PER ANSI 605 F.F. SHOWER STALL PER ANSI 608 AND ANSI 610 DISPENSERS/ RECEPTACLES PER ANSI 506.3 TOILET ROOM FIXTURE 1 MOUNTING HEIGHTS SCALE : 1/4" = 1' -0" PER ANSI AII1. -2003 1HC -I T H E RONHOVDE ARCHITECTS C I4g00 INTERURBAN AVE SOUTH SUITE 13S TUKW I LA, WASHINGTON 1 S I6S (206) 85q -5500 • FAX (206) 85q -5501 ronhovdearchitects.com ,344 i REGISTERED , ARCHI %!/ i /0 iii JAN RON STATE OF WAS VDE INGTON co F•-• Cr LLB ca T O�� V+ w cc; O y � � Z 0 Z o— _j <0 .z Q u" a= Q WW as c-J1 Q > � � (z4 O M� Q U 10 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1€ 2012 City of Tukwila BUILDING DIVISION D 350 8 4 10/25/12 PERMIT SUBMITTAL NO. DATE DESCRIPTION REVISIONS SHEET CONTENTS: RECEIVE[ DETAILS CITY OF TUK\'11LA OCT 2 9 2012 �,- TER JOB NO.: DRAWN BY: 2012.45 LWS CHECKED BY: TJR DATE: 10/25/12 SHEET NO. A11.1 r D o M b ^: J < FIG. 5 SET WINDOW NAILING FLANGE INTO SEALANT AND FASTEN TO STRUCTURE /// a ml FIG. 6 INSTALL DRIP FLASHING PIECE (NOT SHOWN) ACROSS TOP OF FRAME. APPLY FLASHING PAPER "E" AT HEAD, OVERLAPPING DRIP FLASHING AND JAMB PIECES. WEATHER BARRIER PAPER, APPLIED WITH EXTERIOR FINISH MATERIAL, IS APPLIED SHINGLE FASHION. PIECE "F" UNDERLAYS THE SILL PIECE. PIECE "G" SHOULD OVER LAP PIECE "F" BY AT LEAST 2 ". 4" GONG. SLAB WITH WELDED WIRE MESH REINFORCING 4" SUB -BASE .t• •• III a A IIIII�1111111 RAMP SLAB SECTION jT\ SGALE : NTS 1111 2F5 -12 FLOOR OR ROOF STRUCTURE 1/2" 6AP W/ COMPRESSIBLE SEALANT. PAINTABLE. DOUBLE TOP PLATE W/ 1/2" DEFLECTION SPACE SEE WALL SCHEDULE SEE WALL TYPE SCHEDULE FOR STUD SIZE AND SPACING TOILET WALL TOP DEFLECTION TRACK 2 SG5 -24 SCALE : I -1/2" = I' -0" 3" VENT THRU ROOF 3" VENT 3" WASTE 51NK 1 P -TRAP EXIST b" WASTE TYP. HC TOILET RISER DIAGRAM SCALE: MOT TO SCALE PLUMB RISER DOOR PER SCHEDULE I/2 "x2 -I/2" TRIM SEE WALL TYPES DOOR JAMB (HEAD SIMILAR) 7 SCALE : 3" = I' -0" 1DMJ -4 BASE TYP. WALL 2 -1/2" RAM -SET GONG. PINS @ 24" 0.G. OR PER STRUCTURAL GONG. FLOOR WALL 1 FLOOR CONNECTION SCALE : 3" a 12" NEW DOOR I I/2" DIA. PAINTED WELDED PIPERAIL 5' LANDING ESCEO \ 4 ALE XTRI : I /2" = I' -0" R RAMP 6' LANDING 6' LANDING —EDGE PROTECTION 4" MAX 6AP PER ANSI A1.111 -2003, 405.1 - CONCRETE RAMP SLAB SEE DETAIL 8 /AII.I INSULATE SUPPLY AND DRAIN PIPES PER ANSI 606.6 1- N CC) SPOUT [NEAR R N z 1 F.F. COUNTER /51NK 5K PER ANSI 6063, : 306.3 MIRROR PER ANSI 606.3 DRINKING FOUNTAIN D.F. PER ANSI 606.3, 602.4, $ 306.3 40" 42" MIN. BAR 7B PER ANSI 604.5.1 604.5.2 AND ANSI 601 NOTES, ALL ACCESSORIES SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL MEMBERS FROM MOISTURE PROVIDE SOLID BLOCKING (TYPICAL) TOILET PAPER [ASP. TPD. PER ANSI 604.1 ELONGATED BOWL TOWEL D15P PTD PER ANSI 606.1 HANDHELD SHOWER W/ FLEXIBLE HOSE C o FOLD r- SEAT 1- co URINAL U PER ANSI 605 F.F. SHOWER STALL PER ANSI 608 AND ANSI 610 DISPENSERS/ RECEPTACLES PER ANSI 506.3 TOILET ROOM FIXTURE 1 MOUNTING HEIGHTS SCALE : 1/4" = 1' -0" PER ANSI AII1. -2003 1HC -I T H E RONHOVDE ARCHITECTS C I4g00 INTERURBAN AVE SOUTH SUITE 13S TUKW I LA, WASHINGTON 1 S I6S (206) 85q -5500 • FAX (206) 85q -5501 ronhovdearchitects.com ,344 i REGISTERED , ARCHI %!/ i /0 iii JAN RON STATE OF WAS VDE INGTON co F•-• Cr LLB ca T O�� V+ w cc; O y � � Z 0 Z o— _j <0 .z Q u" a= Q WW as c-J1 Q > � � (z4 O M� Q U 10 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1€ 2012 City of Tukwila BUILDING DIVISION D 350 8 4 10/25/12 PERMIT SUBMITTAL NO. DATE DESCRIPTION REVISIONS SHEET CONTENTS: RECEIVE[ DETAILS CITY OF TUK\'11LA OCT 2 9 2012 �,- TER JOB NO.: DRAWN BY: 2012.45 LWS CHECKED BY: TJR DATE: 10/25/12 SHEET NO. A11.1 A,ndersonChase A STRUCTURAL ENGINEERING CORPORATION 552 I . SuIre B • 1 GOTH ST SW. LAKEWOOD, WA. 98499... PROJECT JOB # DESIGNED CHECKED DATE SHEET OF DATE 5521 100`1 Street SW, Suite B, Lakewood, Washington 98499 (253) 212 2310 ITG DIN N6 Existing beam support for floor assumed here Simpson hanger with 920# Capacity if flush framed 21'-4 I/2' Simpson BC Post Base/ Cap Wel FLOM AREA ABOVE EX1511 Simpson P844 post base, Simpson AC4 post cap SIN/ PSOM IVIST48 strap side of beam to side of double top plate each end of beam if double top plate is i ntruptd by beam 2nd. FLOOR FRAMING PLAN SGALE: 1/4" = 11 -0" 4L2 11 p3sl;J RECEIVED CITY OF TUK1 ^J!i;�', OCT 2 9 2012 PERMIT CENTER T 11 E RONHOVDE ARCHITECTS L L C 14q00 INTERURBAN AVE SOUTH SUITE 138 TUKWILA, WASHINGTON g8I68 (206) S51 -5500 • FAX (206) b5q -5501 ronhovdearchltects.com ,344 '7STATE OF WASHINGTON REGISTERED , AR CHI , . I� �r —JAN RON 61/DE CO Immil CC LLI c0 D 2 T co a, 0 0 �o V Z o 2� w L. a z �U vN 1!! 0 Ii- REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 F 2012 City of Tukrala BUILDING DIVISION 10 9 8 10/25/12 PERMIT SUBMITTAL NO. DATE DESCRIPTION REVISIONS SHEET GONTENTS: STRUCTURAL PLAN/ DETAILS JOB NO.: 2012.45 DRAWN BY: LW5 CHECKED BY: TJR DATE: 10/25/12 SHEET NO. S1.1