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HomeMy WebLinkAboutPermit D06-236 - Holmes Residence - Wheelchair RampHOLMES RESIDENCE 4408 S 150 ST / D06 -236 Tukwila City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0042000080 Address' 4408 5 150 ST TUKW Suite No: Tenant: Name: HOLMES RESIDENCE Address: 4408 S 150 ST, TUKWILA WA Owner: Name: LOONEY WILLIAM A Phone: Address: PO BOX 66098, SEATTLE WA Contact Person: Name: RICHARD D. INCH Phone: 206 799 -3946 Address: 32636 158 AV SE, AUBURN WA Contractor: Name: RICHARD D INCH CONTRACTOR Phone: 206- 799 -3946 Address: 32636 158 AV SE, AUBURN WA Contractor License No: RICHADI141KA Expiration Date:05 /01/2007 DESCRIPTION OF WORK: ADD WHEELCHAIR ACCESS RAMP Value of Construction: $3,620.00 Fees Collected: $203.19 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 0022 Public Works Activities: DEVELOPMENT PERMIT Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End lime: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End lime: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage' N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doe: Devperm ** Continued Next Page ** Permit Number: D06 -236 Issue Date: 06/26/2006 Permit Expires On: 12/23/2006 D06 -236 Printed: 06 -26 -2006 doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 City of Tukwila Permit Center Authorized Signature: Date: 6-4 0 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 constru.,;.,: or the • `rfo� ance of w.rk. I am authorized to sign and obtain this development permit. Signature: at:; i/ �_ Date: Print Name: 0 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. D06 -236 Printed: 06 -26 -2006 Parcel No.: 0042000080 Address: 4408 S 150 ST TUKW Suite No: Tenant: HOLMES RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 6: All wood to remain In placed concrete shall be treated wood. doc: Conditions City OiTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -236 Status: ISSUED Applied Date: 06/19/2006 Issue Date: 06/26/2006 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 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. 4: 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 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 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 on satisfactory completion of this requirement. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code A copy can be obtained at City Hall in the office of the City Clerk. 9: VALIDITY OF PERMIT: The Issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 006 -236 Printed: 06 -26 -2006 Signature: Print Name: City dr'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: cttukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 provision of any regulating construction or the performance of work. doc: Conditions D06 -236 Date: Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances other work or local laws Printed: 06 -26 -2006 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" CITY OF TUKWILA Community Developme tepartment Public Works Departmern Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Site Address: St5tO So. /SO" S7 Tenant Name: dE_RAY I{ ota'N Es Property Owners Name: W t LUAM LOONEY Mailing Address: tO . RO X I 4 1-35` Name: / b e tN C.61- COn1TtA -C7l )g Day Telephone: t0( V79 3? y. (r, Mailing Address: 32203 (e L 5r r4 City State Zip E-Mail Address: Fax Number: C2,53) 333 ((0 6 8 ) GENERAL CONTRACTOR INFORMATION _ , - ,(Cautractor Inforniatioa for Mechanical (pg 4) for Plumbing and Gas Piping (pg S) ) Company Name: RI. C.14 lj U , t CM] OO DTI& Mailing Address: '3 2.6 ; (o I S All S E. Contact Person: t( CN- E -Mail Address: Contractor Registration Number: kj C, IM-) Z 14(1 ka ARCOFFECT OF RECORD- All plans mast be wet stamped by Architect of Record. Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: EER OF RECORD - All plans must be wet stamped by Engineer of liecord Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: p,/0 E- Q MpplirtliauV+wm.-Applicetiwu On LineU-2006 -Rauh Application doe Revived: 4-2006 bb King Co Assessor's Tax No.: ©Oy-Z o0 on fi o3 Y- r14&1W Suite Number: City BOW Day Telephone: Fax Number: Expiration Date: New Tenant: 0 .... Yes 121 w 4 . State ICE- 980 state 922 2p Za6 799 3 7 44,4 ZS3 33 IG),s .T3a/ 0 State State Floor: 96 510/ Zip Zip Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ 3AC Existing Building Valuation: $ ON Ka ©c,0 �y Scope of Work (please provide detailed information): AD b u) E.EC CEF4 -[/2 A cCE55 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 as structures, plus any decks over 18 inches and over angs greater than 18 inches "For an Accessory dwelling, provide the following: Lot Area (sq ft): 9-D 1(7 Floor area of principal dwelling: l ( 0 0 Floor : for accessory dwelling: *Provide documentat that shows that the principal owner lives in one of the dwellings as is or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ ....Yes Q :Appliudon,Wonns- Applicuions On Line3- 2006 - Permit Applicuion.doc Revised; 4 -2006 bb Compact: Handicap: If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm `None ❑ . Other (speci ) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes a No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quanti tes and Material fety Data Sheets. SEPTIC SYSTEM: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design app • ved by King County Health Department. ON SEwE.& Page 2 of 6 E xisting .ln terior Remodel .; 1lddttiOn to ' Existing Stricture` ,p go ro fj - : Type of . - Construction - per.BC "`" ' : -- Type of , Occupancyper > )BC =New z- "Floot .. I l GO 2" Floor 3 Floor Floors . tliru Basement Accessory Structnre! Attached Garage Detached Garage Attached Carport Detached Caiport Covered Deck Uncovered I Sr Valuation of Project (contractor's bid price): $ 3AC Existing Building Valuation: $ ON Ka ©c,0 �y Scope of Work (please provide detailed information): AD b u) E.EC CEF4 -[/2 A cCE55 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 as structures, plus any decks over 18 inches and over angs greater than 18 inches "For an Accessory dwelling, provide the following: Lot Area (sq ft): 9-D 1(7 Floor area of principal dwelling: l ( 0 0 Floor : for accessory dwelling: *Provide documentat that shows that the principal owner lives in one of the dwellings as is or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ ....Yes Q :Appliudon,Wonns- Applicuions On Line3- 2006 - Permit Applicuion.doc Revised; 4 -2006 bb Compact: Handicap: If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm `None ❑ . Other (speci ) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes a No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quanti tes and Material fety Data Sheets. SEPTIC SYSTEM: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design app • ved by King County Health Department. ON SEwE.& Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower - Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more S L.L 1BTNG AND GAS PIPING 'ERMIT INFORMATION ,-.20643t PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Q:Mpplica6omlram.- Appliwtiom On LineU -2006 • Permit Appliwion doe Revised! 4-2006 bb Du -A City State Zip Day Telephone: Fax Number: Expiration Date: r Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 OW Signature: Print Name: tyLCf44.16 b r •- rtiCkt Mailing Address: 2.(0 3 fo 15B Art! E SE, /A-u ei de-r- co f- 9 9 09). City State Zip Date Application Expires: I j 101 I o r, Date Application Accepted: Ot AUTH Rf1 EDA i NT: • J Q Uppliatioa\Ponns- Applications On Line 3 -2006 - Permit Application.doc Revised: 4-2006 bh &EA/ Cow Date: 4 f 19/0 Day Telephone: 2 04 7 9 7 3 4 Staff Initials: Page 6 of 6 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0042000080 Address: 4408 S 150 ST TUKW Suite No: Applicant: HOLMES RESIDENCE Receipt No.: R06 -00888 Payment Amount: 203.19 Initials: 3EM Payment Date: 06/19/2006 11:15 AM User ID: 1165 Balance: $0.00 Payee: RICHARD D. INCH TRANSACTION LIST: Type Method Description Amount Payment Check 6908 203.19 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: D06 -236 Status: PENDING Applied Date: 06/19/2006 Issue Date: 120.42 78.27 4.50 Total: 203.19 6578 06/19 9716 TOTAL. 203.19 doc: Receipt Printed: 06-19-2006 Prokct ,\£C RoS. Type of Inspection:, Add ess: , i� 440& S Date Called: Special Instructions: Date Wanted: CI - 7 -1 ( — O (.., P•m• Requester cp 6, Phone No: 2nc -7Sc- Approved per applicable codes. Corrections required prior to approval. OMMENTS: 40 1'e.4 m.A,.t z Cawed-r C — Ce-wI A1ETc ( � r eri.Jt CA"l*, -e V ' '°'1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36x0 Inspect 58. RE INSPECTION Date: _ ,—u -04-- ri $ FEE REQU IRED. Priortp inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C l to sechedule reinspection. 'Receipt No.: Date: COMMENTS: ` t /) 6r,4-7.u.. `, r. . At-e --A O nil 7 A _- �.,A u _ .:74.:#4, �� r -.0/ -1-7-7/ A� �jc rive_ 4 Addree5s�ss: �J 7 Cis /9/ 2 ,4 4 ,e,,. -.4 0149 -,.,e-. )� Special Instructions: DDL7!/ -e7/ l/9 I" eC. . \ .it •,Al/ - '7 qr.. I n. tO .q-deJ 7.0. d r-res5 ber-e• It i) • oe4 Sfo! 4 /csi ne / ,nos/ y, ,eta?=, 5# of 4 'Orrery 4 446 ur f e Y lc" i Project: / 4 0 / 4 % / Type of Inspection: [[, 1700 s u Addree5s�ss: �J 7 Cis /9/ ate Called: Special Instructions: DDL7!/ -e7/ Date Wanted: 77 7 � qr.. I n. Phone No: 2-c0 -7 ' -,3796 INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)43 r j0 Corrections required prior to approval. i " r IDa 7 - 7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: L Project: Ate.".... .• Type of Inspection: a ...,...... -or-. Address: Date Called: ligrat3 S2 /97 Special Instructions: - / 5 7---6„..3 Date Wanted: ecr IM P.m. Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit INSPLt1 ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (206)431-36 El Corrections required prior to approval. El $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: Project: he0 /MES Ar c Type of Inspection: Foo, w G Add dqress: `/vo s i.5o 5't Date Called: Special Instructions: // • - r /hi , Date Wanted: a.m.' 0 - 2- -o `equester: Phone No: ,.,2 o G - 7 79 -3 9e L INSPECTION RECORD etain a copy with permit INSPECTION,NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: / / I AI 4/4-- � A 444.44- / ` -1.4 '7• 8.00 REINSPECTION EE REQUIR2D. Prior to inspection, fee must be i r paid at 6300 Southcent Blvd., S to 100. Call to sechedule reinspection. (Receipt No.: 'Date: I z5 Approved per applicable codes. PER 206)431 El Corrections required prior to approval. ✓ V4Ct T /VE of oRK Z 4m R.EquESrirve P ER n 55 io•v 7 Be )1 4 LottgEC.etb4/R 1-}omE SIC '-E NtaJVT I N 7 /5 m 0B1tE ,4CCE5,s Ra4MP F O � P R -PE�e W oeK �'`� 1' G9 C � 7 rE/v,4Aer 61Ee-RY #ot./nES) (44s 7 E �egrt P COM ReCE/vE 4 W 4CEt c & Buz` m 1 JS r 664UE Para . 8E-FOR.E rellE Ctf.4 /s- 414Y BE D EL/cif/2a .eE 448 4,7 -A-7 ON Pogo G RAn't , TAE /,/�G Covet/Ty 6/-0 � � � �Q� /Via Tp C01'5744/0- -n -nine /e /21'�� �, R P 055 /B CE , 77{662 .sPEC/x CA?lo vs' 0 77� /C-'�- //'//� As �oie 5'TA?UCP�rJic'4C giale E2 qu� 4. � _ -d A ° .moo 4,9-4 //vG Suter/ICES. �xs� /' sr ace air 42? P2oPosAc /s -7-0 pleov / , v eo,vG�• POSTS ENC4SE -fl BEGCKGI Gie+ 4DE OrJNrl3i�TvON /niYtGP/TY S'7 -8/ U ) 4 RUMP" e Fermi tb• 2&:114 Rib evelew byte, dcone! b b consbuttkb dabs* dots act bade em talon « any brepted code et flora ban a S PY and oaf b abiaaltdab BY aty or Wavle OLULCDNG DinsioN 7z/can a....reta Co,W S4cfl e W4. a as. vse # 4/choola - iv/ A ("zob) 799 39 •06 REVIEWED FOR CODE COMPLIANCE Aannorwcn JUN 2 3 2006 CI i Of Tukwila BUILDTNfl ITVISTDN RECEIVED CITY OFTUYWILA JUN 1 9 2006 PERMIT CENTER Da, -- zoo _ 1 art LPG pRoPER-TY SIEES U hamoE -r*fl.,EFoM. AIMENSIONS FoR sI DE, it, BACK YA&D StrsACK3 APL RPPRoXIMATE 3 - ry P. P, COR 12-5 of EXIST, Ntot►tf. D RAMP r - -- r GRAVEL DRIVE 1 /56 5 T 5 ME. PL&M seats. 1"= 202. p 1-14 i- -GONG ?ab CODE R e1 JUN 2 3 20iN W REEL, CMt RPtMP LOONEY/#lotMLS `5c�o S-o- ISO'" S T._ _ _ T triegtr.1 --- 73".: =4$iB .. City OfTukw► a 61JTLDZNr riungnnl ' RICHARD D. INCH, CONTRACTOR 32636 158" Ave SE Auburn, WA 98092-5980 RE: </teeteY '5 v l re 4 t. b€ & c S - -*41c W L CAA tit 'RAMP V4LL tAft L©okE`( . —OWNEA 4 ERRY M b LIMI*ES -` -& * j .c r ` -4L0 f1 5 o . I s int 3t - rokw (LA Mk. 9B188 Pm scAsz 14C- 1 51 * N SEE. P4., FOR TYPICAL ,cttoW Nit IEW 8E!✓ A- 'CI(t4 Bul(biw CODE Fter-ER#1NC 3 'Ha &t c1F(C�'(ONS General Contractor /Consultant Ucense # RICHAD 1141 KA Cell: (206) 799-3946 FAX: (253)333-1688 E 6 157 /N6 #o.r14 42 WIDE RAMP Doww l /N n1i4-,/t REVIEWED FOR CODE COMPLIANCE er►ent/ci JUN 2 3 2006 of City Of Tukwila . q J jI TNC fira/TcTruu cP 4, 0 Van a2V. 44114° bold' .r a4 o� 14 5 A 011/ M kt/ 4 W k 1 no& /'Z4mP •543" ®L4NDfiNC� '7 RSAT ED ToP RA<t(, P IIT) Tfteas) SL R FACE c. -/44 8 ®x ItDG n/Au.s EACH LAD _REVIEWED COMPLIANCE " ^°Whe JUN 2 3 2006 / °- Z CR R ock Gt y Of Tukwila RI �ie1r niactnnr = _. ,RannPLANfl1NU TYPICAL SECTION NOT TO SCALE ,61+�EECC4FActR . RAMP Vs/ ILL r&An_ :Lows' EY =OWNS N-4 L/k,ES ~-Thvfo 7 9Yoe 50. 160 1 ST. TQICWtLA1 WA, 98188 ll 3 -s /44x f 7REAThA 4 wring 3 fAC6s c oM: - ID H- t_1&atfr z 5OkPACE 7,x • PT o 4 St CGM it Pi, 1 l _ 0. o I O 0 0 . 7,, / ,Ctt 151) -- PT LMS e r trti$EDOED I%" M '' 0 `"• \ ' ► ' ,4 -S'D. P0STRai j 1 - CONCRETE E'°'& t ; 3 "CoNC rf /i riii1- • PA,D 0 Van a2V. 44114° bold' .r a4 o� 14 5 A 011/ M kt/ 4 W k 1 no& /'Z4mP •543" ®L4NDfiNC� '7 RSAT ED ToP RA<t(, P IIT) Tfteas) SL R FACE c. -/44 8 ®x ItDG n/Au.s EACH LAD _REVIEWED COMPLIANCE " ^°Whe JUN 2 3 2006 / °- Z CR R ock Gt y Of Tukwila RI �ie1r niactnnr = _. ,RannPLANfl1NU TYPICAL SECTION NOT TO SCALE ,61+�EECC4FActR . RAMP Vs/ ILL r&An_ :Lows' EY =OWNS N-4 L/k,ES ~-Thvfo 7 9Yoe 50. 160 1 ST. TQICWtLA1 WA, 98188 ICC /ANSI A117.1.2003 301 General 301.1 Scope. The provisions of Chapter 3 shall ap- ply where required by the wooing provisions adopted by the administrative authority or by Chap- ters 4 through 10. 302 Floor Surfaces 302.1 General. Floor surfaces shall be stable, firm, and slip resistant, and shall comply with Section 302. Changes in level in floor surfaces shall comply with Section 303. 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. The pile shall be 1 /2 inch (13 mm) maximum in height. Exposed edges of carpet shall be fastened to the floor and shall have trim along the entire length of the exposed edge. Carpet edge trim shall comply with Section 303. 1 /2 max • 13 Flg. 3022 Carpet on Floor Surfaces 1111111111111111111111111111111111111111111 302.3 Openings. Openings in floor surfaces shall be of a size that does not permit the passage of a 1 /2 inch (13 mm) diameter sphere, except as allowed in Sections 407.4.3,,408.4.3, 409.4.3, 410.4, and 805.10. Elongated openings shall be placed so that the long dimension is perpendicular to the'dominnant direction of travel. 303 Changes trir �..; .. 303.1 Gene * etk in level in (loot surfaces shall comply withot303 303.2 Vertical. Changes in level of 1 /4 inch (6.4 mm) maximum in height shalt be permitted to be vertical. Chapter 3. Building Blocks � City of predominant direction of7l�1 nfn n Tukwila fiTnq, long dimension perpendicular to direction of travel 1 /4 max 6.4 00000000000000 000000000000000000 1 /2 max 13 Flg. 302.3 Openings In Floor Surfaces Fig. 303.2 Vertical Changes In Level C ApteFaalttng Blocks C n / R M krLNCE ntre JUN 2 3 2006 303.3 Beveled. Changes in level greater than 1 /4 inch (6.4 mm) in height and not more than 1 /2 inch (13 mm) maximum in height shall be beveled with a slope not steeper than 1:2. 303.4 Ramped. Changes in level greater than 1 /2 inch (13 mm) in height shall be ramped and shall comply with Section 405 or 406. 304 Turning Space 304.1 General. A turning space shall comply with Section 304. 1304.2 Floor Surface. Floor surfaces of a turning space shall have a slope not steeper than 1:48 and shall comply with Section 302. 304.3 Size. Turning spaces shall comply with Sec- tion 304.3.1 or 304.3.2. 7 Chapter 3. Building Blocks 8 24 min 610 N (a) (b) Flg. 303.3 Beveled Changes In Level / 60 min 1525 i 1 i / . . .. (a) Circular 60 min 1525 j , 36 min 1 12 min / 915 \ 12 min 305 305 (b) T- shaped Fig. 304.3 Site of 'fuming Space E c co 0 E r N 304.3.1 Circular Space. The turning space shall be a circular space with a 60 -inch (1525 mm) minimum diameter. The turning space shall be permitted to include knee and toe clear- ance complying with Section 306. ICC/ANSI A117.1 - 2003 304.3.2 T- Shaped Space. The turning space shall be a T- shaped space within a 60 -inch (1525 mm) minimum square, with arms and base 36 inches (915 mm) minimum in width. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction, and the base shall be clear of obstructions 24 inches (610 mm) minimum. The turning space shall be permitted to include knee and toe clear- ance complying with Section 306 only at the end of either the base or one arm. 304.4 Door Swing. Unless otherwise specified, doors shall be permitted to swing into tuming spaces. 305 Clear Floor Space 305.1 General.A clear floor space shall comply with Section 305. 305.2 Floor Surfaces. Floor surfaces of a clear floor space shall have a slope not steeper than 1:48 and shall comply with Section 302. 305.3 Size. The clear floor space sh (1220 mm) minimum in length and mm) minimum In width. 48 min i 1220 J Fig. 305.3 Size of Clear Floor Space 305.4 Knee and Toe Clearance Unless otherwise specified, clear floor space shall be permitted to in- clude knee and toe clearance complying with Sec- tion 306. 305.5 Position Unless otherwise specified, the clear floor space shall be positioned for either for- ward or parallel approach to an element. 305.6 Approach. One full, unobstructed side of the clear floor space shall adjoin or overlap an accessi- ble route or adjoin another clear floor space. 305.7 Alcoves. If a clear floor space is in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearances complying with Sections 305.7.1 and 305.7.2 shall be provided, as applicable. Of Tukwila Chapter 4. Accessible Routes ICC /ANSI A117.1 -2003 24 12 min 305 adjoining surface maximum slope (a) Extended Surface 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the accu- mulation of water. 406 Curb Ramps 406.1 General. Curb ramps on accessible routes shall comply with Sections 406, 405.2, 405.3, and 405.10. 36 min (915) Section 406.7 12 min 305 Flg. 405.9 Ramp Edge Protection (b) Curb or Barrier Flg. 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps Fig. 406.3 Sides of Curb Ramps x <4 x < 100 the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters and streets shall be at the same level. 406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1:10. 406.4 Width. Curb ramps shall be 36 inches (915 mm) minimum in width, exclusive of flared sides. 406.2 Counter Slope. Counter slopes of adjoining 406.5 Floor Surface. Floor surfaces of curb ramps gutters and road surfaces immediately adjacent to shall comply with Section 302. flared sides 1:10 max slope curb ramp maximum slope REVIEWED FOR CODE COMPLIANCE Annnr?'rein JUN 2 3 2006 City Of Tukwila RUTLDTNi! ` rovicTnf► Slopes Maximum Rise Steeper than 1:10 but not steeper than 1:8 3 inches (75 mm) Steeper than 1:12 but not steeper than 1:10 6 inches (150 mm) ICC /ANSI A117.1 -2003 1 A slope steeper then 1:8 shell not be permitted. 405.5 Clear Width. The clear width of a ramp run shall be 36 inches (915 mm) minimum. Where handrails are provided on the ramp run, the clear width shall be measured between the handrails. 405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum. 405.7 Landings. Ramps shall have landings at bot- tom and top of each ramp run. Landings shall com- ply with Section 405.7. 405.7.1 Slope. Landings shall have a slope not steeper than 1:48 and shall comply with Section 302. 405.7.2 Width. Clear width of landings shall be at least as wide as the widest ramp run leading to the landing. 405.7.3 Length. Landings shall have a clear length of 60 inches (1525 mm) minimum. 405.7.4 Change In Direction. Ramps that change direction at ramp landings shall be sized to provide a turning space complying with Section 304.3. 405.7.5 Doorways. Where doorways are adja- cent to a ramp landing, maneuvering clear- ances required by Sections 404.2.3 and 404 3 2 shall be permitted to overlap the land- ing area. Where doors that are subject to lock- 60 min 1525 landing ramp run landing at least as wide as ramp run Table 405.2— Allowable Ramp Dimensions for Construction In Existing Sites, Buildings, and Facilities (a) I 60 min L 1525 FIg. 4 .7 Ramp La dings REVIL D FOR CODE COMPLIANCE , Anon nynn JUN 2 3 2006 City Of Tukwila RIITI-DTNC fT► Minh! Chapter 4. Accessible Routes ing are adjacent to a ramp landing, landings shall be sized to provide a turning space com- plying with Section 304.3. 405.8 Handrails. Ramp runs with a rise greater than 6 inches (75e .shall have handrails com- plying with ection 50 • - 405.9 Edge Protection. Edge protection comply- ing with Section 405.9.1 or 405.9.2 shall be pro- vided on each side of ramp runs and at each side of ramp landings. EXCEPTIONS: 1. Ramps not required to have handrails where curb ramp flares complying with Section 406.3 are provided. 2. Sides of ramp landings serving an adjoining ramp run or stairway. 3. Sides of ramp landings having a vertical drop -off of 1 /2 inch (13 mm) maximum within 10 inches (255 mm) horizontally of the mini- mum landing area. 405.9.1 Extended Floor Surface. The floor surface of the ramp run or ramp landing shall extend 12 inches (305 mm) minimum beyond the inside face of a railing complying with Sec- tion 505. 405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4 -inch (100 mm) diameter sphere where any portion of the sphere is within 4 inches (100 mm) of the floor. (b) N LO 23 Chapter 5. General Site and Building Elements 505 Handrails 42 radius'/ max .ical 13 beveled (a) Vertical Riser 1'/2 max 38 (c) Beveled Nosing 505.1 General. Handrails required by Section 405.8 for ramps, or Section 504.6 for stairs, shall comply with Section 505. 505.2 Location. Handrails shall be provided on both sides of stairs and ramps. EXCEPTION: Aisle stairs and aisle ramps pro- vided with a handrail either at the side or within the aisle width. 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs or ramps shall be continuous between flights or runs. Other handrails shall comply with Sections 505.10 and 307. EXCEPTION: Handrails In aisles serving seat- ing. 505.4 Height. Top of gripping surfaces of handrails shall be 34 Inches (865 mm) minimum and 38 inch- es (965 mm) maximum vertically above stair nos- ings, ramp surfaces and walking surfaces. Hand- rails shall be at a consistent height above stair nosings, ramp surfaces and walking surfaces. Fig. 504.5 Stair Nasings curved 30° max 1'/ max 38 ICC /ANSI A117.1 -2003 (b) Curved n E �. p� CODFCM NCE ryY. N 2 3 2006 (d) Angled Riser JT of T iIa r gyrgr/lln 1 505.5 Clearance. Clearance between handrail grip- ping surface and adjacent surfaces shall be 1 inches (38 mm) minimum. 505.6 Gripping Surface. Gripping surfaces shall be continuous, without interruption by newel posts, other construction elements, or obstructions. EXCEPTIONS: 1. Handrail brackets or balusters attached to the bottom surface of the handrail shall not be considered obstructions, provided they comply with the following criteria: a) not more than 20 percent of the hand- rail length is obstructed, b) horizontal projections beyond the sides of the handrail occur F/2 inch- es (38 mm) minimum below the bot- tom of the handrail, and provided that for each 1 /2 inch (13 mm) of addition- al handrail perimeter dimension above 4 inches (100 mm), the vertical clearance dimension of 1 inch (38 mm) can be reduced by 1 /8 inch (3.2 mm), and c) edges shall be rounded. 2. Where handrails are provided along walking surfaces with slopes not steeper than 1:20, the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their entire length where they are integral to crash rails or bumper guards. Approach Direction MINIMUM MANEUVERING CLEARANCES Perpendicular to Doorway Parallel to Doorway (beyond stop or latch side unless noted) From front 48 Inches (1220 mm) 0 inches (0 mm) From nonlatch side 42 inches (1065 mm) 22 inches (560 mm) From latch side 42 inches (1065 mm) 24 inches (610 mm) ICC /ANSI A117.1.2003 Chapter 4. Accessible Routes 'Beyond pocket or hinge side r 404.2.3.2 Sliding and Folding Doors. Sliding doors and folding doors shall have maneuvering clearances complying with Table 404.2.3.2. 404.2.3.3 Doorways without Doors. Doorways without doors that are less than 36 inches (915 mm) in width shall have ma- neuvering clearances complying with Table 404.2.3.3 404.2.3.4 Recessed Doors. Where any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door, maneuvering clearances for a forward approach shall be provided. r 1 E N I m N 1 22 min 1 560 1 (a) Front Approach (b) Pocket or Hinge Approach Fig. 404.2.3.2 Maneuvering Clearance at Sliding and Folding Doors Table 404.2.3.3 — Maneuvering Clearances for Doorways wit 404.2.3.5 Floor Surface. Floor surface within the maneuvering clearances shall have a slope not steeper than 1:48 and shall comply with Section 302. 404.2.4 Thresholds at Doorways. If provided, thresholds at doorways shall be 1 /2 inch (13 mm) maximum in height. Raised thresholds and changes in level at doorways shall comply with Sections 302 and 303. EXCEPTION: Section 404.2.4 shall not ap- ply to existing thresholds or altered thresh- olds 3 / 4 inch (19 mm) maximum in height that have a beveled edge on each side with a maximum slope of 1:2 for the height ex- ceeding 1 /4 inch (6.4 mm). Table 404.2.3.2 — Maneuvering Clearances at Sliding and Folding Doors E a 0 C , I I 610 \ (c) S 24 min out Doors garaefOR E COMPLIANCE rwrzn JUN 2 3 2006 19 Approach Direction MINIMUM MANEUV I3jtattiL)) Perpendicula ^4A /TcTr11 From front 48 inches (1220 mm) From side 42 inches (1065 mm) ICC /ANSI A117.1.2003 Chapter 4. Accessible Routes 'Beyond pocket or hinge side r 404.2.3.2 Sliding and Folding Doors. Sliding doors and folding doors shall have maneuvering clearances complying with Table 404.2.3.2. 404.2.3.3 Doorways without Doors. Doorways without doors that are less than 36 inches (915 mm) in width shall have ma- neuvering clearances complying with Table 404.2.3.3 404.2.3.4 Recessed Doors. Where any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door, maneuvering clearances for a forward approach shall be provided. r 1 E N I m N 1 22 min 1 560 1 (a) Front Approach (b) Pocket or Hinge Approach Fig. 404.2.3.2 Maneuvering Clearance at Sliding and Folding Doors Table 404.2.3.3 — Maneuvering Clearances for Doorways wit 404.2.3.5 Floor Surface. Floor surface within the maneuvering clearances shall have a slope not steeper than 1:48 and shall comply with Section 302. 404.2.4 Thresholds at Doorways. If provided, thresholds at doorways shall be 1 /2 inch (13 mm) maximum in height. Raised thresholds and changes in level at doorways shall comply with Sections 302 and 303. EXCEPTION: Section 404.2.4 shall not ap- ply to existing thresholds or altered thresh- olds 3 / 4 inch (19 mm) maximum in height that have a beveled edge on each side with a maximum slope of 1:2 for the height ex- ceeding 1 /4 inch (6.4 mm). Table 404.2.3.2 — Maneuvering Clearances at Sliding and Folding Doors E a 0 C , I I 610 \ (c) S 24 min out Doors garaefOR E COMPLIANCE rwrzn JUN 2 3 2006 19 Chapter 4. Accessible Routes 403.6 Handrails. Where handrails are required at the side of a corridor they shall comply with Sections 505.4 through 505.9. 16 403.5.1 Clear Width at Turn. Where an acces- sible route makes a 180 degree turn around an object that is less than 48 inches (1220 mm) in width, clear widths shall be 42 inches (1065 mm) minimum approaching the turn, 48 Inches (1220 mm) minimum during the tum, and 42 inches (1065 mm) minimum leaving the tum. EXCEPTION: Section 403.5.1 shall not ap- ply where the clear width at the turn is 60 inches (1525 mm) minimum. 403.5.2 Passing Space. An accessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at Intervals of 200 feet (61 m) maximum. Passing spaces shall be either a 60 inch (1525 mm) minimum by 60 inch (1525 mm) minimum space, or an intersec- tion of two walking surfaces that provide a T- shaped turning space complying with Section 304.3.2, provided the base and arms of the T- shaped space extend 48 inches (1220 mm) minimum beyond the Intersection. 42 min 1065 X<48, 1220 (a) 180 Degree Tum 42 min 1065 1 Fig. 403.5.1 Clear Width at Turn 404 Doors and Doorways 404.1 General. Doors and doorways that are part of an accessible route shall comply with Section 404. 404.2 Manual Doors. Manual doors and doorways, and manual gates, including ticket gates, shall com- ply with the requirements of Section 404.2. EXCEPTION: Doors, doorways, and gates de- signed to be operated only by security personnel shall not be required to comply with Sections 404.2.6, 404.2.7, and 404.2.8. 404.2.1 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with Sections 404.2.2 and 404.2.3. 404.2.2 Clear Width. Doorways shall have a clear opening width of 32 inches (815 mm) mini- mum. Clear opening width of doorways with swinging doors shall be measured between the face of door and stop, with the door open 90 de- grees. Openings, doors and doorways without doors more than 24 inches (610 mm) in depth shall provide a clear opening width of 36 Inches (915 mm) minimum. There shall be no projec- tions into the clear opening width lower than 34 915 X < 48 1220 (b) 180 Degree (Excepts ICC /ANSI A117.1-2003 REVIEWED FOR CODE COMPLIANCE JUN 2 3 2.006 urn ty Tukwila RIJILD1Mr nT\ITSTfM ACTIVITY NUMBER: D06 -236 DATE: 06 -19 -06 PROJECT NAME: HOLMES RESIDENCE SITE ADDRESS: 4408 S 150 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: TMENTS: 61.OV Buiiiaing uiv Works blic W ID6 -�YVI niti DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28-02 -PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention xi Pfarmiing Division 610 elk_ I to-oct Structural Incomplete ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DATE: DATE: DUE DATE: 06-20-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 07 -18-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License RICHADI141KA Licensee Name RICHARD D INCH CONTRACTOR Licensee Type CONSTRUCTION CONTRACTOR UBI 600618706 Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 25804 168TH AVE SE Address 2 City KENT County KING State WA Zip 980428209 Phone 2536301686 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/1/1986 Expiration Date 5/1/2007 Suspend Date Separation Date Parent Company Previous License REISAHI155KS Next License Associated License Business Owner Information Name Role Effective Date Expiration Date INCH, RICHARD D OWNER 01/01/1980 Look Up a Contractor, Electric;fln or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I 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. Bond Information Bond #6 Bond Company Name TRAVELERS CAS & SURETY Bond Account Number 206085669 Effective Date 05/01/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount 512,000.00 Received Date 02/13/2002 TRAVELERS https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= RICHADI141KA 06/26/2006