Loading...
HomeMy WebLinkAboutPermit D08-396 - AUNTIE'S DAYCARE - DRYWALLRIDGE SPRINGS CHILDCARE CENTER 3515 S 146 ST D08 -396 Design Occupant Load: 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -396 Occupant /Tenant: RIDGE SPRINGS CHILDCARE CENTER Building Address: 3515 S 146 ST, SUITE NO. 318 Parcel No.: 0040000853 Property Owner: RIDGE SPRINGS LLC 14800 INTERURBAN AVE S , TUKWILA WA 98168 Use: DAY CARE Occupancy Group /Division: E Type of Construction: VB Automatic Sprinkler System: Provided: N Required: N 44 4 1 „� �l _3 - DOq DI G OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 0040000853 Address: 3515 S 146 ST TUKW Suite No: Tenant: Name: AUNTIE'S DAYCARE Address: 3515 S 146 ST , TUKVVILA WA Cityif 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 Owner: Name: RIDGE SPRINGS LLC Address: 14800 INTERURBAN AVE S , TUKVVILA WA 98168 Phone: Contact Person: Name: JOHN KRUSSEL Address: 203 S 2ND ST STE HPMB #190 , RENTON WA 98057 Phone: 206 - 371 -1118 Contractor: Name: OWNER AFFIDAVIT - JOHN KRUSSEL Address: PMB #190 , 203 S 2ND ST SUITE H 98057 Phone: 206 - 371 -1118 Contractor License No: DESCRIPTION OF WORK: ADDING DRYWALL Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 DEVELOPMENT PERMIT Permit Number: D08 -396 Issue Date: 09/24/2008 Permit Expires On: 03/23/2009 * *continued on next page ** Expiration Date: $500.00 Fees Collected: $54.00 International Building Code Edition: 2006 Occupancy per IBC: D08 -396 Printed: 09 -24 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City diTukwila 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 Permit Number: D08 -396 Issue Date: 09/24/2008 Permit Expires On: 03/23/2009 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: N Permit Center Authorized Signature: 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 the performance of wo k. I am authorized to sign and obtain this development permit. Signature: ' Date: / / G` / ,.e Print Name: 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. doc: IBC -10/06 idaLL Date: D08 -396 Printed: 09 -24 -2008 Parcel No.: 0040000853 Address: 3515 S 146 ST TUKW Suite No: Tenant: AUNTIE'S DAYCARE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 PERMIT CONDITIONS Permit Number: D08 -396 Status: ISSUED Applied Date: 08/07/2008 Issue Date: 09/24/2008 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: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 8: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. doc: Cond - 10/06 * *continued on next page ** D08 -396 Printed: 09 -24 -2008 • 0 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 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: h4? D ate: .7/2-- X��� Print Name: J 4 n A--vp--(/ doc: Cond -10/06 D08 -396 Printed: 09 -24 -2008 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Intp://www.ci.tukwila.wa.us 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.: Site Address: ,. 5/5' r /(117-i' Suite Number: Tenant Name: l L,� r e< t2.7 ci 06 (4 , . {_ New Tenant: Property Owners Name: T1b/ /Ge+ /J --' ( Mailing Address: 4ti Q # / ?o 2 3 f' )-" d ,S f- f CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Mailing Address: (-FAA E -Mail Address: J b�irs )U(e• c4 Contact Person: E -Mail Address: Contractor Registration Number: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh G /1 (0 N, Plumbing /Gas Permit No. Public Works Permit No. Project No. Buildi Pern�.� No - 3 � ce M echanic al Perm it' No /7etIo City For office use only) 000 O S3 Floor: ❑ .... Yes ❑ ..No -of Q0 7 State Zip Day Telephone: 24 C ?7/////C City Fax Number: State Zip >0 1.2 )- 7''6 • 'O(. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECO et stamped by Architect Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD * All plans must be wet neer of Re mped by En Zip Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORII,TION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 00 Scope of Work (please provide detailed information): Will there be new rack storage? ❑.... Yes Provide All Building Areas in Square Footage Below 1 loos 2 Floor 3ra loot Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing, Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC 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: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑ .. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PERMIT APPLICATION NOT...3 — Applicable to all permits in this application 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 OWNER Signature: Print Name: Mailing Address: S Date Application Accepted: E3- Date Application Expires: - 1 ? Q:\Applications\Fonns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: C� 7/61 Day Telephone: 2°6 :77 / //// City State Staff Initials: v ( i 4 Zip Page 6 of 6 i Fixture Type: Qty Fixture Type: a Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or er cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grind , commercial ' eptor, indirect w, - - Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, si e head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Cl. Building sewer or trailer park sewer Rain ater system — per dr • (inside building) Water heater . /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors pair or alteration of water iping and /or water treating equipment Repair or alteratio of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPIN 'ERMIT INFORMATION - 206 -4 ;670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping wor contractor's bid price): $ Scope of Work (please provide . iled information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Expiration Date: Indicate type of plumbing fixtures and /or gas piping outlets - ing installed and the quantity below: City State Zip Day Telephone: Fax Number: Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Parcel No.: 0040000853 Address: 3515 S 146 ST TUB:W Suite No: Applicant: AUNTIE'S DAYCARE Payee: DONNA BROWN TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 60.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 RECEIPT Receipt No.: R09 -00436 Payment Amount: $60.00 Initials: WER Payment Date: 03/18/2009 02:36 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Permit Number: D08 -396 Status: ISSUED Applied Date: 08/07/2008 Issue Date: 09/24/2008 PAYMENT RECEIVED doc: Receiot -06 Printed: 03 -18 -2009 Parcel No.: 0040000853 Address: 3515 S 146 ST TUKW Suite No: Applicant: AUNTIES DAYCARE Receipt No.: R08 -02876 Payee: JOHN KRUSSEL • 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:/lwww.ci.tukwila.wa.us Initials: WER Payment Date: 08/07/2008 03:48 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 54.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $54.00 Permit Number: D08 - 396 Status: PENDING Applied Date: 08/07/2008 Issue Date: Payment Amount: $54.00 30.00 19.50 4.50 5857 08/08 0710 TOTAL 54.00 doc: Receiot -06 Printed: 08 -07 -2008 Project: 'l /An .UAy(f1 /P Type of Inspection: /------/A/00 / Address: 3S /5 .S / .4/ ‘ .97 Date Called: Special Instructions: /04/9 I / _aa6- Date Wanted: Casnr /D— /2- t p.m. Requester: Phone No: S3 —7 g /2„- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I N A Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 601 Ic 4; n/A / 4 (/07ie2AAid?g - A,'PR YF,) o 4op c4o Date: 7 $60.00 REINSPECTION FE REGOIIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: p n 4) 1,J4 , ?r /Ai 6 ,5" ;, IL - A/A o .1. A 4 G N4•uv A - 4/ .4) r ✓ V 31 .(,V/1.1) 6°1 77 5 7 X47/ hr ii✓ Ali J if /�izArr Y Ai / d,9N' e ,9✓6.re.rr /-..c7 - s / , / -. . C� 7ter. //r ,1. 4.r$y 41,/p✓'1∎ .30 "7 - Phone N -229- a‘ i 2D � : Projec /7AWr ( r 47 P Type of Inspection: I4/A / Address _35 s /4/6 _S''T Date Called: Special Instructions: 9-i Date Wanted:, /v : m: Requester: /1'7 ,-,4 7l Phone N -229- a‘ i 2D � : // INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspe i r: 1 � Bl� UI Date: !d- /- c)9 E R 60.00 REINSPECTION RED. Prior to inspection, fee must be paid at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Typ of Inspection: (l�'Ir��,6N( . , / / ''i/ 6 ° 4 ,46c Address: 357i S i4 4 ST ■,9 / /.5d l — A / :1 e 7 We //". 1/-47 — 14", / Date Want 7 :/' T (6 /a�.m (p.m. ~ Reques r: d Phone No: - N. '" ----- >r - Project/ , i4/M'''S C4•Pt/g Typ of Inspection: (l�'Ir��,6N( . Address: 357i S i4 4 ST Date Call d: / Special Instructions: /2 Date Want 7 :/' T (6 /a�.m (p.m. ~ Reques r: .. Phone No: 1 d' 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 -3670 Approved applicable codes. Corrections required prior to approval. nsp ctor .00 REINSPECTION F REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to scheifttle reinspection. eipt No.: Date: I ," V / 1 " Date: COMMENTS A ( ASS. rn i.l p AST (-0.49 9ji f,'AA,Q on P( 6 • "9 erJ-& rrG�, -DAS 04 rAt d t A 5 i�-JA( �fl e .s h *-J -e.... A37 he wn li (Oa . k`` (At4S n d- ,d Ae. 4 ? )1 A44/ L' foue I . } Date Called: ((i e_ kAs nit yPP- . app a A ppioJel y>T rot I of `` , e JO a I--I An u .`t-i 4(A ^ . 1 1 '4 )A n4 -1 e -7 Jr . t, e c.- f J i vT ,AelefI . b rA L4.rs : �Alt Ale ,A7"t AA d,""teel 7� rre c k 1f ge , ,: A4eAf� J c; A d k 7D. P AA v �.C"eP..� i) 1 �7"(k c . r J eA' ariq ce i r' 4r e fe flcal , t) _co ,mot la ha In ,10 /roc r s: SA A4g. AAA 4/00 7u'?i t c Probe t: `` 4Zlt/ /i F. S .UAi Ae' Type of Inspection: /C AM Address: 5 S /Yi. SI Date Called: Special Instructions: 03 5 1 1 - 0 ( ° e_o A_A i 1le -"P (9.- 6 10 7.4'6'F/ . � Date Wanted: 9 --/o 05 C::i' p.m. Requester: Phone No: m2 0 6 - sV7- 76 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -36 Approved per applicable codes. rrections required prior to approval. 1. p p -39 4- Insp tor: a ,Ao $60.00 REINSPECTION FE REQUIRED. Prior Date: ( � ' D - q El to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. Receipt No Date: ■ tat es 0.s- COMMENTS: / e2. Ari L 0 7 d �4/ /J4 /t Are - _ �,/ //VS; -I . 0 P�AF 2/4 ,4. SII 1 J RBI 4.,3707 A)r174i ® ,Vcr 7 049 A fA"; i L> I -r00 / 6 #9 v,) /410- !/lA /G ,- 7- -4,((s /Ud""7 ( `_ / 5 3/ 11..>4 /Jfx -1s .- 7 s 4 d .ilr s -47 /'3'verstca . _ //a1' 14 — TM/ e-- Qr mfrs '- ) iyi 49 1 qe57 As -7 )2e r / 4.- \ / /70 (4vq-e ? Atv i' Ikie e rdt/ )I tf e /, t i i, /ref r ( �. (( f i)irl 6s /4,< /C5 Myii" 41t.b., 4/1)P( v FLeOr42hi/ Fz ,' J Noad I_ r�to' r/Alt- fivri / l-. /N 7A /ofrir dAJ. W/37 // P-- Project : � , ® Type of Inspecn: `, 71 I / Address: 5 `5' / �. /5/6 Si Date Called: Special Instructions: ... . % c,2 Wanted: a. m 2v_ d c p.m. Requester: /N-Q 3, v j — 4.-ph - Phone No: 9 v9 — �i f 3.5 c> 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 -36 0 EJ Approved per applicable codes. corrections required prior t approval. q 60.00 REINSPEl4TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: i(L,? - S . v ,,,, ".%; /A 5 " i& - , gPP /rocs s n i2 „1 Date Wanted: / Yr O -- 7 4 -- /- L .,/ - 4,7p /erg - ., . Requester: 0 4 r` --- ,- t7 /(r - , - (74 )i,A'WC - 4p” P . =sW s Proje : '1 E. s - J/ / 0 , 1"‘" Type of Inspection: 7�GtJ /3 v ,!7/n/ Address: _ . 5/- s 'VC -. Date Called: Special Instructions: Date Wanted: / Yr O p Requester: Phone No: () 7 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 - 6 Approved per applicable codes. Cor ttions required prior to approval. ceipt No.: EINSPECTION FEE RE IRE ' . Prior to inspection, fee must- be at 6300 Southcenter Blvd., `• ui 100. Call to schedule reinspection. Date: COMMENTS: I i Z S(o 2 C - c -ess: Me f v AC tie eat, P e cz,e_ k e9�4(� ` 1 f.> s. s ue- 1 7 A 7 oDj r,>J a � duo I A-4( c 6-) A I; 6-4 7-zs L 7 oft e55: (P iZovt e or A-0 04._ Art- e is: L(4 p 4.. (:-._`ft -1 /,, �. .' )'i . Al , A l .' Date Wanted: �` — a.m.. 2 f r - 0 5 p.m. AALJ i z� SNt •- p -rf ,4 i.L I d t i- i i t et) , ( A 2-e JAS , pA.irsi A g ttNopr r) 1/4/4 C f .. 1-\`) I i i (1 I 1 ( el u A 1 ; ek ; ) Tt1 .,fir i LC., , n 1 - /_JrC -ic -r . S' 3 ,g e_._J1�t.l ic0 r 1127 (,41j! , hr Project: Type of In pection: Address: . ` 5, . 5 11- . 1 46 r Date Called: __._ Special Instructions: 1 Date Wanted: �` — a.m.. 2 f r - 0 5 p.m. Requester: Phone L,` 3'71 l I t Il — 1 C Approved per applicable codes. 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 -3670 Corrections required prior to approval. Inspector: Date: � - 2 r7 - ay $6 .00 REINSPECTION FEE REQI✓IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: \\\L 7 Project: Al Ali i e s� �Y � Type of Inspections {-ilk Al Address: 35+S5u , /4/, sY- Date Called: Special Instructions: i NO ,iec,/• AA r CA-( �/ A / . • Date Wanted: 5-- 2_2 - 0 a:m. Requester: Phone 3 7 1 - It Dog -35( 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 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: b M j 44 r j Inspdctor: M Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ,:, Asti _ 1,11,.— - - ...eee ,diu_ .u__ _, ._• _ COMMENTS: �Ct) 151 - - z-- — c S I 2 zue 5 c9( wed_ fir& > QJ I _, _ o cgAitt ltd el IIPI>r.uit.4 11 likx Jcvdk- .4) , q) krp o-f\Lt(K ,sic 1.. . erf . TAcJ • sp) JS • 1 - I --) f -1-4( )vv) - 2 A v- L•ig. mac( w,4 -(( 5) PIS witA ki Glitros o -- 0 L1 .AlF 0 - hv Date Wanted: ... a.m. - LC - 09 (l.m: 0 Pv.Ato&.,<, LAI (Ics 1 IQ 1,1J (A) 1 f }kiwi �f Phone (9 - 3 ` (--- k / ( q 7) e p l e b ° r e i Lit, 4).1'1 t ,,,. 114" -V) d be qq Project: 1 ,���T S ���c � Type o Inspection) ` 44 �. Address: i'' Date Called: Special Instructions: Date Wanted: ... a.m. - LC - 09 (l.m: Requester: k �f Phone (9 - 3 ` (--- k / ( q Inspec INSPECTSON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. 4.17 INSPECTION RECORD Retain a copy with permit Qag --394 PERMIT NO. Date: S )D- 4� 0.00 REINSPECTIOAD FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: I J Gct () e-f /1 At y (CAI I- r COMMENTS: D o MOT- 2 bA11fr- l) ) r-,(e Ai./-1/ r J't A I A-d 2oL.. t, .�-A'c AI. f ).PeA nec,)A4 :ON nl,,,,i_0 ( — S Af i ll ) r :1) /i A11: - 1ePr r.,l0 F.. rA ear Date Wanted: .G: - / y- a C D re. /A, i f--b! 1,J .e--(1 l e At -r.L A J MA- .t)PA� j�f L, AJ zt.�` ,/\ h4([ G M: 79, -t,JAt , n Toga' 7 S d.ve A) AceA "70 ;1((^I- , : ^ -4 t,JA 5 .5 J M )4 /ea.S ;0. - 7-0 P P(An�r A- ftAJ _ S4 't t La IAkT 1 '1_i 4 .1 /)(A..'1 jt 4 �- '- r ^ Projeyct,, i1 . 7/AJ7 A415/4f/( Type of Inspection: F/W,,'"ein/6 Address: _ •?5 /S - /V ; -- Date Called: Special Instructions: 9\ � A-t l<<.A .4 r -& Date Wanted: .G: - / y- a C p.m. l in./we_ gar /�S o f y6X Sub Ak �r , n(,,, h . or d" P�'''`� Requester: phone No: ''' 6 ,./' . .-? 7/ - /// S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. Inspec INSPECTION RECORD Retain a copy with permit /9/- PERMIT NO. Corrections required prior to approval. Dater Receipt No.: 'Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: A ,d G s , n 5 041. . Type of Inspection: _ Address: 3Sif Suite #: s j yc sr Contact Person: ) 01,6044 r'.L . Special Instructions: / Pre -Fre: Permits: - Phone No.: 2 v' - 77 '. c‘/y. Needs Shift Inspection: ,� Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fre: Permits: - Occupancy Type: Y INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa: 98188 . 206- 575 -4407 Ap proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Inspector:.5 » f S . I Date: 1:10109 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1 Word %Inspection Re) Form.Doc 1 T.F.D. Form F.P. 113 COMMENTS: 5 "e, il5s p 4 Type of Inspection: 6 . r, 4./4.zws Are Alarm: Address: 3$J5 Suite #: S pis-12 sr' Contact Person: 7 eeY / er.- Ph %!- Special Instrucctions: Permits: Phone No.: j- 2S 4/0. 19Ye Pic+ - r a 5 an . k. •- „ i e7.3) .,3, -ox J;► 4/e14.s 2 L/ 7_ 24. Cam' ----- W .. c '< cat+5cra ;at_ d)C • X0,6 • �, dJ( f : Sreza1 . Dij . g /co Ats - bk. ' /3 4+e. - '�- - 1, -.... �.4 r,r/ - o.1‹ y • - - p F I r r . . 4 - p . ' e . . . P 4 AI 0 4 L ,2 .. fc ed - OI< . S wi 0 - Dk1G-4'de- 4'4,/L 5 p ---• 4e4 4- L /b/ on 3 !_/ ✓ 0 Al $ ice- k ae,i6e q Hafr7 Gds -5.... A /S ,%G.X .,P , des , Project: ,dse._ 5 "e, il5s p 4 Type of Inspection: 6 . r, 4./4.zws Are Alarm: Address: 3$J5 Suite #: S pis-12 sr' Contact Person: 7 eeY / er.- Ph %!- Special Instrucctions: Permits: Phone No.: j- 2S 4/0. 19Ye Needs Shift Inspection: .- Sprinklers: Are Alarm: .Hood '& Duct: Monitor: 194 i f 4 Fi /e (444 fib/ Pre -Fire: Permits: '1 . Occupancy` Type: 1.4N: n `i;a',.41r• F!!{Fy!i�\G l!�AW. :aa 3 INSPECTION NUMBER INSPECTION RECORD Retain Dopy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 V Approved per applicable codes. T19— " IZz PERMIT NUMBERS Corrections required prior to approval. Ins 'Hrs.: Date: sie yl� � $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: . F., A74o 07 n 4- I . 5 /%G Sr. Contact Person: �� _ • Monitor: i• ' Phone No.: yZ s X' - 27 3 7 Pre -Fire: q • Occupancy Type: 1/6,145 to.k•, rt.,-.1 27. G v�/ •te.101 ).n 2. i _ if, - - -- _._.— _._....--- .- ..._:..... - - -- - - - - -..- .... C..0. 4011e4 s 5 c,,,r, L .4.1, 1 re 7- 774;v.. //go o ,, . is. C. :.c 4.,: 4 ac re' r•,, -j , Aio TPoWb ( , .5.4„...} 41) - i . .4,04 40 cli4J# (.4.6 -1 ,p(_ Ye s C MG /A le 12,19 6 kl A dd,z5s...-S SAop. -.•0 No - - -- Project: e, lc *.t1r9 s C11/ 4 core- Type of Inspection: . F., A74o 07 n 4- I Address: 35I5" Suite #: 5 /%G Sr. Contact Person: �� _ Special Instrucctions: Monitor: i• ' Phone No.: yZ s X' - 27 3 7 Needs•SIii Inspation: Sprinklers: 1 Fire Alarm: / fri Hood & Duct: Monitor: i• ' Pre -Fire: Permits, • Occupancy Type: - :3Y+4LL7n�; - �+•sc'w3�7.1='Y/:�'F�.� -a' E mt ^.ria eet�ssrks;.;:a�rr -.*: •�yri :rr z�•m x?swkxia.��'?�.ar_Y sr +.tw- s..:^+.:t' :�"'? r+�ir. =1Yr, SO 2 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 .dog - 316 F 2- INSPECTION NUMBER • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 E ' Corrections required prior to approval: Inspector: "S" Date: a' . Hrs.: • $80.00 REINSPECTION FEE REQUIRED. You will `receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection: T.F.D. Form F.P. 113 Project: ,4' .5 e , Gil, 'id cU Type of Inspection: v Fire. 41,4, 4' �A. Address: 35 i r Suite #: 3 ) 1 16 57: _ Contact Person: Ph ; L Spedal Instructions: Permits: Phone No.: L/25 761 Z Needs Shift Inspection: Sprinklers: AreAlarm: Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Type: *At!'rld •'J!tci'.3% 3w'�54 -•lk'_ . :f�:A.c v:4.sa�S i rr . INSPECTION NUMBER - CITY OF TUKWILA FIRE DEPARTMENT 414 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 El Approved per applicable codes. INSPECTION RECORD • Retain a copy with permit PERMIT NUMBERS DOS °4 off-F- /2z. Corrections required prior to approval. COMMENTS: ,Tel c ors .I,). .s'f2 1� ievt,..L )0e4,44 Sh op lece.,-PKAJe �f- Ttir 541 9.> et. 014t., pi S A•i,e ,ZraanAaail -per.. 0 y ri Ap + J ✓164" )1 .$4- errs I 440 A. I te4h a Inspector: S 5-is' Date:r /2 Gfr Hrs.: $80.00 REINSPECTION FEE REQUIRED. Ydu will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • 1 Phillip Van Heyningen, PE 7675 Nahahum Canyon Road Cashmere, WA 98815 April 21, 2009 Dave Larson Senior Plans Examiner Tukwila Building Division - City of Tukwila 6300 Southcenter Bvld. Tukwila, WA 98188 -8548 RE: Ridge Springs Apartment Daycare - 3515 S. 146th St Tukwila Permit # D08.39A copy ., Permit No. Dear Mr. Larson: Pl review a0Dro ,?I i subject to ermrc and omissions. I • I O N I was hired to review the first floor framing just above the' - space for the proposed daycare in the basement of the Ridge Springs apartment building. During the cleanup and demolition for the new daycare renovations a condition was uncovered involving a beam and the support posts. The site inspector wanted structural approval for this condition before allowing final cover. Sincerely, oK r1vit oado, Q wQrnru1 Scc�nrcd o� a 649 hn (k R�pQW��(11� �ONVIGG� `o MP R pt PpR OVe p CF MAY 1 1 1009 CITY' RECEIVED f7 „ APR 22 1009 cityof A la PE ILDING D NT ER BD •�. SI The "condition" involves a question of structural stability for a pair of 6x6 posts supporting a 6x14 beam. It appears that during the installation of the plumbing it made sense to run the sanitary sewer through the wall above this beam. The beam was cut into two pieces with "hole hogs" and doesn't look pretty, but the beam is now supported on two 6x6 posts and footings where originally it was supported on only one. I visually inspected the posts, beam and foundation and found it to be satisfactory. The existing floor is framed with 1 -1/8" Sturd -I -floor plywood over 4x8 purlins at 32" on center. The 4x8's are hung flush with the 6x14 beam providing good bracing for the short cantilevers. It will be safe to reinstall a standard 2x4 furred wall around the pipe and posts. I am enclosing a picture of the posts and sewer line to help the inspector identify the condition in the field. REVISION NO Z 3'Uo 2 0 SE GT1 oAl CANTIUVE2 El. vx\Tid►.) - 5 itg Yiniv IDLE 'f S YuI wiLP 3 5 is S , l Ti' 17 6 " 4,A8 JOISTS 32" 0.c.)-711 SA/41 TisgY sr wry LINE. twr c up7 xi4 ' 1 1 Yom' TLT 6 Phillip Van Heyningen, PE 7675 Nahahum Canyon Road Cashmere, WA 98815 February 6, 2009 Dave Larson Senior Plans Examiner Tukwila Building Division - City of Tukwila 6300 Southcenter Bvld. Tukwila, WA 98188 -8548 RE: Ridge Springs Apartment Daycare - 3515 S. 146th St. Tukwila Permit # D08 -396 Dear Mr. Larson: I was hired to review the first floor framing just above the space for the proposed daycare in the basement of the Ridge Springs apartment building. Gypsum board and furring channels are being added beneath the existing gypsum sheathed ceiling to increase the fire rating between the living space in the first floor and the new daycare facility in the basement. Metal hat channels are fastened to the existing 2x4 furring with (2) #8 screws through the existing 5/8" gypsum board at 24" on center. (2x4 furring was originally installed so the gypsum board could be installed flush to the bottom side of the beams) The new 5/8" gypsum board is screwed to the flat of the hat channel with drywall screws. The existing floor is framed with 1-1/8" Sturd -I -floor plywood over 4x8 purlins at 32" on center. The 4x8's span 10 feet on the average between 6x14 timber beams. The 6x14 beams span 10' -0" on average over posts. I have attached calculations that substantiate my findings that the framing safely supports the increased dead load in addition to the design live loads. Sincerely, Phillip Van Heyningen, PE Enclosure Pk/tre 4 Pbro, a i t th o f , 0' • 4 CORRE 40 LTfd # _ -. BEVlSO 19 boB39 CODE ME FOR PLIANCE APPROVED MAR 17 2009 City of Tukwila BUILDING I RECEIVED FEB 18 2009 PERMIT CENTEI gate S1)1 cc.4rQ. YL" f}' e b oord 5 18" vv3 @ 2.8 CAST ( fry 3. o Vg S Nom 7HAA M� I cAL /1'Lu»,7u46 2.. 4-x S ca 32,' 0.c. xi4 t l St. + 5g Fse_ 4u-c: 3 ( :)."7 PST- 5.CD 11.75 -�- 8 A% i 2,O 'PsZ Zo PS7- Sr_ 5. b 1 F9it 1''2T L Tl wa S RECEIVED FEB 18 2009 PERMIT CENTE► Ridge Springs Day Care First Floor Framing Tukwila, WA Rev 580004 User. KW- 0606899. Ver 5.8.0, 1 -Nov -2006 (c)1983 -2006 ENERCAIC Engineering Softwar Description Existing 4x8 at 32" oc General Information Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Len th Uniform Loads Deflections Center DL Left Cantilever DL Right Cantilever DL Summary Bending Analysis Ck 31.410 Le Cf 1.300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 3.500 in 7.250 In Sawn 1.000 Pin -Pin 35.000 pcf Span= 10.75ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 995.96 psi Fb 1,558.86 psi Center Span... Dead Load Deflection -0.099 in ...Location 5.375 ft ...Length /Deft 1,298.1 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.149 in @ Left 0.000 in @ Right 0.000 in ' Stress Calcs 2.54 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.98 fv Fv 1.030 ft 2.705 Max Moment 2.54 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.26 k 7.007 in2 180.00 psi Title : Dsgnr: Description : Scope: General Timber Beam Job # Date: 11:35AM, 6 FEB 09 Page 1 ridge spnngs daycare.ecv Calculatoon Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 60.00 #/ft #/ft #/ft Center Span 10.75 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 & Better Fb Base Allow 1,200.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,800.0 ksi Depth = 7.25in, Ends are Pin -Pin 0.639 ; 1 2.5 k -ft 4.0 k -ft at 5.375 ft at 0.000 ft Maximum Shear * 1.5 1.3 k Allowable 4.6 k Shear: @ Left 0.95 k @ Right 0.95 k Camber: @ Left 0.000 in @ Center 0.149 in Reactions... @ Right 0.000 in 49.71 psi Left DL 0.36 k Max 0.95k 180.00 psi Right DL 0.36 k Max 0.95 k Total Load -0.265 in 5.375 ft 487.56 LL LL LL 110.00 #/ft Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection Length/Defl #/ft #/ft Sxx 30.661 in3 Area 25.375 in2 CI 0.999 Sxx Read 19.59 in3 0.00 in3 0.00 in3 @ Right Support 1.26 k 7.007 in2 180.00 psi Allowable fb 1,558.86 psi 1,560.00 psi 1,560.00 psi 0.95 k Bearing Length Req'd 0.433 in 0.95 k Bearing Length Req'd 0.433 in 0.50 ft 0.00 ft 0.00 ft Beam Design OK Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 RECEIVED FEB 18 2009 PERMIT CENTEi Ridge Springs Day Care First Floor Framing Tukwila, WA Rev 580004 User KW-C€06896. Ver 5 8 0 1-Nov-2006 (c)1983-2006 ENERCALC Engineerng Software Description General Information Existing 6x14 Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density 6x14 Full Length Uniform Loads 5.500 in 13.500 in Sawn 1.000 Pin-Pin 35.000 pcf Center DL 250.00 #/ft LL 400.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Span= 12.00ft, Beam Width = 5.500in x Depth = 13.5in, Ends are Pin-Pin Max Stress Ratio 0.649 1 Maximum Moment 12.0 k Allowable 18.5 k-ft Max. Positive Moment 12.02 k-ft at 6.000 ft Max. Negative Moment 0.00 k-ft at 12.000 ft Deflections Max @ Left Support Max @ Right Support Max. M allow fb 863.74 psi Fb 1,331.02 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.6 @ Center @ Left @ Right Bending Analysis Ck 27.920 Cf 0.987 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max Left Reaction Max. Right Reaction Le Rb 0.00 0.00 18.53 fv Fv Dead Load -0.069 in 6.000 ft 2,077.6 * D.L. Deft ) 0.104 in 0.000 in 0.000 in k-ft k-ft 2.059 ft 3.321 Max Moment 12.02 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 4.91 k 28.860 in2 170.00 psi 4.01 k 4.01 k 170.00 psi Fv Allow Fc Allow E Scope : General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.1 Fb Base Allow 1,350.0 psi 170.0 psi 625.0 psi 1,600.0 ksi Maximum Shear * 1.5 4.9 k Allowable 12.6 k Shear: @ Left 4.01 k @ Right 4.01 k Camber: @ Left 0.000 in @ Center 0.104in @ Right 0.000 in 66.08 psi 1.61 k Max 4.01 k Reactions... Left DL Right DL Title : Dsgnr: Description : Total Load Left Cantilever... Dead Load Total Load -0.173 in Deflection 0.000 in 0.000 in 6.000 ft ...Length/Defl 0.0 0.0 833.61 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Ii Sxx 167.063 in3 Cl 0.999 Sxx Req'd 108.41 in3 0.00 in3 0.00 in3 @ Right Support 4.91 k 28.860 in2 170.00 psi Bearing Length Req'd Bearing Length Req'd 12.00 ft ft ft Lu Lu Lu 1.61 k Max 4.01 k Area 74.250 in2 Allowable fb 1,331.02 psi 1,332.45 psi 1,332.45 psi 1.166 in 1.166 in Job # Date: 11:37AM, 6 FEB 09 Page 1 ridge spongs daycare ecw Ca cJIa!lons 1.00 ft 0.00 ft 0.00 ft Beam Design OK RECEIVEr FEB 1 8 2009 PERMIT GENTE1 9 -11 -08 Permit # D08 -396- Response to Planning Division comments regarding parking at 3515 S 146 St. * ** NOTE Project name changed to Ridge Springs LLC Certificate of Occupancy The day care drop -off and pick up parking area will be located at the Southeast corner of the enclosed parking area of the Ridge Spring Apartment complex, three daycare staff parking spaces will be located west of the main parking entry gate -refer to attached site plan . The loading area will be striped and have a, "NO PARKING LOAD and UNLOAD ZONE ONLY" sign in front of the space. Parents, daycare students and teachers will have access to the gated parking area for drop -off and pick -up. There are 66 total parking spaces on site: 55 uncovered and 11 covered. We provide residents with 1 parking space per unit. Many of our residents are immigrants who do not own cars or drive. There are a 48 apartment units, (22 one bedroom, 26 two bedroom ). 48 assigned parking spaces + 4 assigned parking spaces for daycare. 66 -52 = 14 additional parking spaces. CORRECTION X09. Uo RECEIVE SEP 1 6 2008 PERMIT CENTEE RECEivE SEP, . 16 2008 PERMIT GENIE November 5, 2009 Dave Larson Senior Plans Examiner Tukwila Building Division- City of Tukwila 6300 Southcenter Bvld., Tukwila WA 98188 -85448 RE: Ridge Springs Apartment Day Care Center— 3515 S. 146"' St Tukwila Permit # D08 -396 Dave, Regarding the occupancy calculations used on the childcare facility, the area designated on the plans as, "Staff Work Area" was based on 1 occupant per 100SF office use. This is a required space per WA state child care licensing for teachers and staff to prepare lesson plans; have a break from the classroom; for storage of teaching supplies, educational equipment and furniture such as cots for naps; or conduct adult staff office meetings, etc. This area will not ever be used as a classroom area as it does not meet any of the exiting or natural lighting requirements for classroom usage. Please let me know if you need further clarification on this matter, I appreciate your exceptional help in getting this child care center open for Maryan Abdulle. Thank You, Architect WWW,DJBARCHITECT:COM RS OCCUPANCY RESPONSE LTR RECEIVED NOV 0 9 2009 ontlifif DONNA JEAN BROWN 608 N 47TH ST SEATTLE, WA 98103 T: 206 .949.9939 H /F: 206.547.7860 March 18, 2009 Donna Jean Brown 308 North 47 Street Seattle, WA 98103 RE: Request for Extensions Development Permit No D08 -396 Auntie's Daycare — 3515 S 146 St Dear Ms. Brown, This letter is in response to your written request for an extension to Permit Number D08 -396. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through September 19, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, er Marshall t Technician File: Permit No. D08 -396 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Extension Letters'Permits\2008\D08 -396 Permit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Bill Rambo - FW: Permit Inspection From: "Donna Brown" To: Date: 03/18/2009 9:11 AM Subject: FW: Permit Inspection Attachments: From: Donna Brown [mailto:donna @djbarchitect.com] Sent: Friday, February 13, 2009 2:32 PM To: Bob Benedicto (bbenedicto @ci.tukwila.wa.us) Cc: 'John K'; 'jazz.a.juan @hotmail.com'; Maryan Abdulle (nasiibfcc @yahoo.com); 'Phil Van Heyningen'; Brian Enright (Brian @djbarchitect.com) Subject: FW: Permit Inspection RE: Permit No. D08 -396 3515 S 146 St. Tukwila Bob, I am requesting an extension of time on this permit . I have been working with Dave Larson on project revisions to meet accessibility standards and a few other IBC code requirements. I have also been working with a structural engineer to verify the structural capacity of the ceiling /floor assembly to meet the required 2hr fire separation, and develop a detail where a beam was cut at a sewer line. I expect to turn in corrected drawings and calculations next week. Interior demolition work has been completed since the last inspection. The client is anxious to begin the build out of the space for her child care center, so I hope you will grant this extension. Thank you, Donna Jean Brown, Architect 206 547 -7860 206 949 -9939 cell ekPi 5/-t- 3--,)3'0q 0 VI Page 1 of 1 (11 t 4 i*VoY RECEDED rte OF TUKWILA MAR 18 2009 PERMIT CENTER file : / /C: \temp\XPGrp Wise \49COBADOtuk- mail6300 -po 10013675381176E 1 \GW} 00001.... 03/18/2009 March 3, 2009 Donna Brown 608 N 47 St Seattle, WA 98103 Dear Ms. Brown, • City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #2 — Revision #1 Development Application Number D08 -396 Auntie's Daycare — 3515 S 146 St • This letter is to inform you of corrections that must be addressed before your revision to 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 Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson, at 206 - 431 -3678 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) complete 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, please contact me at (206) 431 -3670. Sincerely, bz Bill Rambo Permit Technician encl File No. D08 -396 P:\Permit Center\Correction Letters \2008\D08 -396 Con' Ltr #2 to Rev #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: March 2, 2009 Project Name: Aunties Daycare Permit #: D08 -396 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Two of the bathrooms need to meet accessibility requirements. You show two with five ft. circles. One of these two will need to be for male use and the other one for female use. Please refer to section 604 of ICC /ANSI A117.1 -2003. These two restrooms appear to be 5 ft. wide. See figure 604.3. You will need to provide 5 ft. from the edge of the sink to the wall on the opposite side of the toilet. Please also provide fixture and grab bar details as necessary to insure proper installation of these items. 2. Please add one emergency light fixture above every exit door on the exterior side of the door. Also, show adding emergency lighting over the stairs between the buildings as these will be part of the exterior egress system. 3. Add E occupancy to the cover page with sq. footage and total occupant load along with the other information currently in the BUILDING DATA section. Confirm or revise existing numbers. 4. Sign and date your architect stamp. 5. Under general notes on page A -1, the insulation R values are misaligned. 6. Provide guardrail and handrail details for the new ramps Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 02 -02 -2009 JOHN KRUSSEL 203 S 2ND ST STE HPMB #190 RENTON WA 98057 RE: Permit No. D08 -396 3515 S 146 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not all for the above inspection and receive an extension prior to 03/23/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, .C(A^ c Bill Rambo Permit Technician xc: Permit File No. D08 -396 • • Ciy of Tukwila Department of Community Development Jack Pace, Director Jim Haggerton, Mayor II 1 nn m_r...sr_ ui ..r,:« .♦n., nail? 17 a Ahnno• 711A-411-1670 o Fax_ 206-431-3665 January 13, 2009 Donna Brown 608 N 47 St Seattle, WA 98103 RE: CORRECTION LETTER #1 — Revision #1 Development Application Number D08 -396 Auntie's Daycare — 3515 S 146 St Dear Ms. Brown, This letter is to inform you of corrections that must be addressed before your revision to 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 Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson, at 206 - 431 -3678 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) complete 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, please contact me at (206) 431 -3670. Sincerely, C D 3 O C(/14 Bill Rambo Permit Technician encl File No. D08 -396 • • City of Tukwila Department of Community Development Jack Pace, Director P:\Pemut Center\Correction Letters\2008\D08 -396 Corr Ltr #1 to Rev #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 . Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 . Fax: 206 - 431 -3665 • • Building Division Review Memo Date: January 13, 2009 Project Name: Aunties Daycare Permit #: D08 -396 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Da ie Larson, i enior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. This newly provided floor plan as designed would be an I-4 occupancy. Per table 508.3.3 of the IBC, I occupancies are not permitted in R occupancies that are not sprinklered. Section 308.5.2 would allow this daycare facility to be considered an E occupancy if all daycare rooms had a direct exit to the exterior at the level of exit discharge. Three rooms need this direct exit. Other accessory areas would not need a direct exit. Kitchen, bathroom, staff room, etc. 2. Two exits are required from this space. Code section 1014.2 prohibits exiting through adjoining rooms unless the room is accessory to the area served or per the exception, of the same or lesser hazard occupancy for H, F, or 5, occupancies. I or E occupancies are not included in this exception. The second exit cannot be through the infant room. 3. Please include occupant load count for each room. 4. Please provide wall details for each type of new wall. Show how walls that are not full height will be braced. 5. Provide a door and hardware schedule for all doors. Please note that interior doors along the means of egress would need panic hardware as well as doors to the exterior. 6. To egress to a public way an occupant would have to pass through a flight or two of stairs after exiting the daycare. An exterior area for assisted rescue per section 1007.8 would be required. See section1007.2 exception 1 for this requirement. See section 1024.6 for another alternative. This section allows providing a safe dispersal area. Either option will need to be shown on the plans and need to include all requirements of the chosen option. 7. The above corrections will probably dictate a new egress path. Please show emergency lighting along this path as required in locations listed in section 1006.3 IBC items 1 through 5. The exterior stairways will need emergency lighting per item 3 and outside each exterior exit door per item 5 as well as along the interior egress path. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. September 16, 2008 John Krussel PMB #190 203 South 2n Street, Suite H Renton, WA 98057 RE: CORRECTION LETTER #2 Development Application Number D08 -396 Auntie's Daycare — 3515 South 146th Street Dear Mr. Krussel: 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. At this time, the Building, Fire and Public Works Departments have no comments. Planning Department: Stacy MacGregor at 206 - 433 -7166 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) complete 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 messenzer service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. D08 -396 • CizofTu Department of Community Development Jack Pace, Director 41;44- P:\Peimit Center\Correction Letters \2008\D08 -396 Correction Ltr #2.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: September 6, 2008 RE: D08 -396 ADDRESS: 3515 S 146 St PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. The loading area you propose, outside the fence, in on City right -of -way has a number of issues: a. A "no parking" zone cannot be enforced in this area. b. The City is concerned about the safety of loading and unloading children onto the public right of way without sidewalks or curbs. c. If the City puts sidewalks in this area in the future, the needed parking for the daycare would no longer exist. Loading and unloading will need to occur entirely onsite. Using the internal visitor parking for loading and unload would be acceptable to the City. Please provide a statement describing loading /unloading and teacher parking on the site. August 19, 2008 John Krussel PMB #190 203 S 2n St Suite H Renton, WA 98057 • • City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -396 Auntie's Daycare — 3515 S 146 St Dear Mr. Krussel: 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. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Stacy MacGregor at 206 - 433 -7166 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) complete 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, please contact me at (206) 431 -3670. Sincerely, <7 - 7 ,41A Bill Rambo Permit Technician encl File No. D08 -396 P:\Pennit Center\Correction Letters\2008\D08 -396 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLANNING DIVISION COMMENTS DATE: August 12, 2008 RE: D08 -396 ADDRESS: 3515 S 146 St • Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. Adequate parking needs to be demonstrated. How many units /beds per unit are on the site? Is all the parking shown on the site plan? 2. Informational item only: a business license with the City of Tukwila must be obtained prior to opening this new business. G 2 of 6 Business ame Aunties Daycare 3515S146ST, City, State, Zip Tukwila, WA 98068 On 04/30/2008 the Office of the State Fire Marshal violations that have not been corrected. Code Requirement 4Change of Use or Occupancy Washington State Patrol Fire Protection Bureau PO Box 42600 Olympia WA 913504 Phone: (360) 596 -3900 Fax: (360) 596 -3934 Provider Number Approval Status Disapproved Facility Type Child Care conducted a re inspection at your facility. Listed below are Statement of Violation 4 - .<1.4. Co-ect DO -fib No change shall be made in the use or occupancy of any structure that would place the structure in a different division of the same group or occupancy or in a different group of occupancies, unless such structure is made to comply with the requirements of this code and the International Building Code. Subject to the approval of the fire code official, the use or occupancy of an existing structure shall be allowed to be changed and the structure is allowed to be occupied for purposes in other groups without conforming to all the requirements of this code and the International Building Code for those groups, provided the new or proposed use is less hazardous, based on life and fire risk, than the existing use. (FC 0102.3) 706.3.9 Single - occupancy fire areas. The fire barrier or horizontal assembly, or both, separating a single occupancy into different fire areas shall have a fire - resistance rating of not less than that indicated in Table 706.3.9. TABLE 706.3.9 FIRE - RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS OCCUPANCY GROUP FIRE - RESISTANCE RATING (hours) A, B, E, F -2, H -4, H -5, Mixed or Accessory use of childcare (E- Occupancy) combined with apparent lack of fire barriers creates a (combined i.e. E occupancy and R2 Occupancy) fire area that would require fire sprinklers throughout per Chapter 9 of the 2006 International Building Code. A designer may consider establishing fire barriers to isolate the childcare occupancy without installation of fire sprinklers throughout. 3 of 6 W&OIlWGTOP rArr RATRJt Code Requirement Washington State Patrol Fire Protection Bureau PO Box 42600 Olympia WA 98504 Phone: (360) 596 -3900 Fax: (360) 596 -3934 Business Name Aunties Daycare 3515S146ST, City, State, Zip Tukwila, WA 98068 Provider Number Approval Status Disapproved Facility Type Child Care On 04/30/2008 the Office of the State Fire Marshal conducted violations that have not been corrected. a re- inspection at your facility. Listed below are Statement of Violation I, M, R, S -2 - 2hr. 508.3.2 Nonseparated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall qualify as nonseparated occupancies. 508.3.2.1 Occupancy classification. Nonseparated occupancies shall be individually classified in accordance with Section 302.1. Code requirements shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive applicable provisions of Section 403 and Chapter 9 shall apply to the entire building or portion thereof. 3406.1 Conformance. No change shall be made in the use or occupancy of any building that would place the building in a different division of the same group of occupancy or in a different group of occupancies, unless such building is made to comply with the requirements of this code for such division or group of occupancy. Subject to the approval of the building official, the use or occupancy of existing buildings shall be permitted to be changed and the building is allowed to be occupied for purposes in other groups without conforming to all the requirements of this code for those groups, provided the new or proposed use is less hazardous, based on life and fire risk, than the existing use. Business Name Aunties Daycare 3515S146ST, City, State, Zip Tukwila, WA 98068 Provider Number Approval Status Disapproved Facility Type Child Care On 04/30/2008 the Office of the State Fire Marshal conducted violations that have not been corrected. 4 of 6 a al WASHINGTON ST -ATC HA'vn Code Requirement 5Life Safety Evacuation Plan - Where Required Washington State Patrol Fire Protection Bureau PO Box 42600 Olympia WA 98504 Phone: (360) 596 -3900 Fax: (360) 596 -3934 a re- inspection at your facility. Listed below are Statement of Violation An approved fire safety and evacuation plan shall be prepared and maintained for the following occupancies and buildings. 1. Group A, other than Group A occupancies used exclusively for purposes of religious worship that have an occupant load less than 2,000. 2. Group B buildings having an occupant load of 500 or more persons or more than 100 persons above or below the lowest level of exit discharge. 3. Group E. 4. Group H. 5. Group I. 6. Group R -1. 7. Group R -2 college and university buildings. 8. Group R-4. 9. High -rise buildings. 10. Group M buildings having an occupant load of 500 or more persons or more than 100 persons above or below the lowest level of exit discharge. Life safety evacuation plans to be posted as required. III Old;IIRAGTONAT4W EINT1101. Business Name Aunties Daycare 3515 S 146 ST, City, State, Zip Tukwila, WA 98068 Provider Number Approval Status Disapproved Facility Type Child Care O n 04/30/2008 the Office of the State Fire Marshal conducted a re- inspection at your facility. Listed below are violations that have not been corrected. 11. Covered malls exceeding 50,000 square feet (4645 m2) in aggregate floor area. 12. Underground buildings. 13. Buildings with an atrium and having an occupancy in Group A, E or M. (IFC 0404.2) 6Group E - Fire Sprinkler Systems An automatic sprinkler system shall be provided for Group E occupancies. Exceptions: 1. Portable school classrooms, provided aggregate area of any cluster or portion of a cluster of portable school classrooms does not exceed 5,000 square feet (1465 m2); and clusters of portable school classrooms shall be separated as required in Chapter 5 of the Building Code. 2. Group E occupancies with an occupant load of 50 or less. (IFC 0903.2.2) 5 of 6 Code Requirement Washington State Patrol Fire Protection Bureau PO Box 42600 Olympia WA 98504 Phone: (360) 596 -3900 Fax: p60) 596 -3934 Statement of Violation Without fire barriers a fire sprinkler system is required throughout. WL O 1 ® G T ONS+YAT Code Requirement 7Unlatching Washington State Patrol Fire Protection Bureau PO Box 42600 Olympia WA 98504 Phone: (360) 596 -3900 Fax: (360) 596 -3934 Business Name Aunties Daycare 3515S146ST, City, State, Zip Tukwila, WA 98068 Provider Number Approval Status Disapproved Facility Type Child Care On 04/30/2008 the Office of the State Fire Marshal conducted violations that have not been corrected. a re- inspection at your facility. Listed below are Statement of Violation The unlatching of any door or leaf shall not require more than one operation. Exceptions: 1. Places of detention or restraint. 2. Where manually operated bolt locks are permitted by Section 1008.1.8.4. 3. Doors with automatic flush bolts as permitted by Section 1008.1.8.3, Exception 3. 4. Doors from individual dwelling units and sleeping units of Group R occupancies as permitted by Section 1008.1.8.3, Exception 4. (IFC 1008.1.8.5) Existing door hardware requires multiple actions to unlatch. Next inspection scheduled on or after: 05/302008 Right of appeal. Any person may appeal any decision made by the Fire Protection Bureau in accordance with WAC 212 -12. Owner or Owner's Representative Signature 6 of 6 Deputy State Fire Marshal Cole Roberts Signature ACTIVITY NUMBER: D08 -396 DATE: 04 -22 -09 PROJECT NAME: AUNTIE'S DAYCARE/ RIDGE SPRINGS SITE ADDRESS: 3515 S 146 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEP ' TMENTS• Building Division iLy Public Works Complete Comments: DETERMINATIgN OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ri No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR /CORRECTIONS: Documents/routing slip.doc 2 -28 -02 *PERMIT COORD COPY a PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ F l Permit Coordinator ❑ DUE DATE: 04-23-09 DATE: Planning Division Not Applicable DUE DATE: 05-21-09 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -396 DATE: 03 -10 -09 PROJECT NAME: AUNTIE'S DAYCARE - RIDGE SPRINGS SITE ADDRESS: 3515 S 146 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 X Revision # 'I After Permit Issued DEPARTMENTS: ` o B'u'i ding Division Public Works Complete Comments: n REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS f R CORRECTIONS: Documents/routing slip.doc 2-28-02 �4�1�11 wutio V • Fire Prevention Structural Incomplete U DETERMINATION OF1COMPLETENESS: (Tues., Thurs.) ❑ Permit Coordinator DUE DATE: 03 -12 -09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: TUES/THURS RO ING: Please Route Structural Review Required n No further Review Required DATE: DATE: Planning Division Not Applicable DUE DATE: 04 -09-09 rv� ►1 Approved / Approved with Conditions U Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -396 DATE: 02 -18 -09 PROJECT NAME: AUNTIE'S DAYCARE (RIDGE SPRINGS) SITE ADDRESS: 3515 S 146 ST Original Plan Submittal _ Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # I After Permit Issued DEPART[VIENTS: 3 Building Division Public Works Complete Comments: • POW COOfila C PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION O COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24-09 Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing stip.doc 2 -28 -02 Structural Review Required u U No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 03 -24 -09 Approved I I Approved with Conditions I Not Approved (attach comments) e Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Not Applicable n iy n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 3- 3r-o q � Bldg ir Fire ❑ Ping ❑ PW ❑ Staff Initials: DE PARTM E TS: Building Division Public Works Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -396 DATE: 12 -29 -08 PROJECT NAME: AUNTIE'S DAYCARE (RIDGE SPRINGS APTS) SITE ADDRESS: 3515 S 146 ST Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued '13 - 01 4i ,c 11- Fire Prevention DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete n DATE: DATE: Planning Division ❑ Structural ❑ Permit Coordinator DUE DATE: 12 -30 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required I 1 No further Review Required n REVIEWER'S INITIALS: DUE DATE: 01-27-09 Approved I I Approved with Conditions [1 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: n Permit Center Use Only CORRECTION LETTER MAILED: ( - 13 p� "/ Departments issued corrections: Bldg ' Fire ❑ Ping ❑ PW ❑ Staff Initials: cu( ACTIVITY NUMBER: D08 -396 PROJECT NAME: RIDGE SPRINGS SITE ADDRESS: 3515 S 146 ST Original Plan Submittal _ X Response to Correction Letter # 2 DATE: 09 -16 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ' PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP n Fire Prevention Structural n hi t -1444 Planning Division IJ Permit Coordinator DUE DATE: 09 -1 8-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R�TING: Please Route I I Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DATE: DUE DATE: 10-16-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -396 DATE: 09 -05 -08 PROJECT NAME: AUNTIE'S DAYCARE SITE ADDRESS: 3515 S 146 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Documents/routing slip.doc 2 -28 -02 Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09-08 Please Route PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP TUES/THURS ROrUTING: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Structural Review Required n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required n DATE: DUE DATE: 10 -07 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: - � �,� Bldg ❑ Fire ❑ Ping IJ PW ❑ Staff Initials: Ud' 1 ACTIVITY NUMBER: D08 -396 DATE: 08 -07 -08 PROJECT NAME: AUNTIE'S DAYCARE SITE ADDRESS: 3515 S 146 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENT kr P iJ J Building Division P ub ic w I t tk b -1tii 0t5 Complete Comments: Please Route Documents/routing slip.doc 2 -28 -02 • PER`, "IT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: REVIEWER'S INITIALS: "' F Pr ention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n n Permit Coordinator DUE DATE: 08-12 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 09 -09 -08 Not Approved (attach comments) n DATE: 41/1/1 4 154 ah Planning Division l Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS N. 1 0° ‘ It 1/011 Summary of Revision: &itivbff., A-4 U, Pi W4U t ot�p P,4 VA- ' 1A1 FAVI L Received by: V 4 n4 19 u REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS t N. 1 0° ‘ It 1/011 Summary of Revision: ' -xv-tiag 1, /f (Lvl pry - n y'L It/ fvoD ,/kA It4./ Received by: _N L itr-tJ k A.p T ( 4 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO... DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 'I Wit', SITE ADDRESS: :mil IL G,- PERMIT NO: REVISION LOG ORIGINAL ISSUE DATE: (please print) —1,(,1 osq 1P1 (please print) (please print) (please print) (please per) ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued • 4p) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 0100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: hnp: //www.ciiukwila.waus i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date 9.a, pa 59 Plan Check/Permit Number: 2 Revision requested by a City Building Inspector or Plans Examiner Dog -39b Project Name: "Ridge_ Sp 6 no p A (aH r i - - s Project Address: 35 15 S _ I T4? ill a - Contact Person: 3 0 kV) H r A SS e I Phone Number: 206- 2*4 " n 232 3 Summary of Revision: S (ll i7Y 11Q_ Pl. x�Cvt.ev - -cfrr- anct d.I0r be,� orre a ((7? • O " t. c X C\ Gr a P 11 c)‘) Q./ • Sheet Number(s): M/ A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LEI Entered in Permits Plus on -ZZD \applications\fonns- applications on line\revision submittal Created: 8-13 -2004 Revised: 1 =2009 RECEIVED CITY OF TuKw►1LA APR 22 20119 PERMIT CEPIrEk ■ Date: Contact Person: • 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. Plan ChecWPermit Number: D08 -396 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AUNTIE'S DAYCARE - RIDGE SPRINGS Project Address: 3 515 S 146 ST Phone Number: r 4Q '4• cr1 l /Ip.7�7 Summary of Revision: LAJA4A_A .11/ Sheet Number(s): c I , P -4 7 & / .A." 1) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on 0 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: L • Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA MAR 10 2009 PERMIT 44 • • 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: a/ I g Plan Check/Permit Number: Da» - ? ❑ Response to Incomplete Letter # p( Response to Correction Letter # L�,:_d ( 1. 1 ' Revision # l after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OF TUFMIR,A ■ FEB 18 2009 PERMIT CENTE• Project Name: AuWrI Doi Ag 14C10 G44MC46 Project Address: 15 ' . 14 (p"�l )4(0 Gi1I149GA �� 1 Contact Person: 9ny1Q, J J t h 1 - 1 Phone Number: 20(s' 4' 4' (.4 Summary of Revision: f 7' 78490 1 l S rr TI.Aci f- 11.6. /ri.t 5.Arrimed nop?- gprr I be, /491750-4-z f.il 5 t7 I L•01 P\ I. JT1,/■E F!126 e >6 tfl 1,96 7 ,, . )13t11 161∎) or ilk) 1P 1 a- kt L - 1 G IA 1UlA AI)A -i- £ r.�kLGUI. `IZ�NS Sheet N}imber(s): Ps 'i A,' lov10 �vN 6'r� P.- i A-2/- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I Zi Entered in Permits Plus on oa h P /a 5 \applications \forms-applications on line\revision submittal Created: 8 -13 -2004 Revised: 1-2009 o 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: 1t/c9 f Os Plan Check/Permit Number: Do O ` 3 9 Co ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 50 Revision # __ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Cm' OFF 1A /DEC 2 9 1 00 8 Din PERMIT CENTER Project Name: 11 S �) r 14 1p Q� T to .n 5 Project Address: 5 Q.. I s S Q u t Contact Person: 1)Q nn ( Brown Phone Number: 20(0543 803 Summary of Revision: 11x1 rov O.Irj o.n+S (l 14111240.3 -to ch 1 ! U c.�._ Center ' T?i (kit n 6 aiss P arm n rs Sheet Number(s): 1st- 4 (New S h ce-1-) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: r i tItt'' 4 Entered in Permits Plus on ' V 11) \applcationa\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: itf Tukwila Deportment of Community Development t X00 ,outhcenter Boulevard, tiutir -10tt ukn tla. A'1'aslungton 981 `SR l'honc: 206 -43 I -3670 Fax: 206 -43I -3665 Web. +iti. NW. 'l; .t t1 .ti. /rtn'u /xf.tixr.u., ❑ Response to Incomplete Letter 2 Response to Correction Letter 2. , e e GCi I T •`T • 1 ❑ Revision after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:. i C;t rr ''` .. I 0C.!9 Sheet Number(s): A "C'loud" or highlight all areas of revision including date of rev si Received at the City of Tukwila Permit Center by:"� Entered in Permits Plus on 9-441-0'g applications t *n ' - applicat1'n. ,t1 itnc rct:+;or. +uhtnttt.11 'rated. x- 13. itcvi+ed 4 Sieve)? M. Mullet, 11trror Alet t.' l-uth.xl.l tt't, l),r,th11" REVISION SUBMITTAL. i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: [ • I , 2.00t Plan Check /Permit Number: Pt9 "' 6O Project Address: 5 1 5 14 St Contact Person: itN 1 12- 05S.V L... Phone Number: . (O 37/• t I Summary of Revision: 9— -.V t 4 g. 4.12 J\ '( `P KrI A)61 L•O 7I +J-Ceo - z-o CITY RECEIVED tit SE T CENTER • 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; /ettp: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D08 -396 ❑ 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: J)ri i a J' , Project Address: 3515 S 146 St Contact Person: )kti kruiy-e / Phone Number: ()JJ 7/-//e Summary of Revision: see g,-17/Aci,AfgC_ 44b% •E WED CflV OF T�19KWILA SEP� 0 5 2008 PERMIT-CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Ei !ered in Permits Plus on q \applications\forms - applications en Iine \revision submittal Created: 8 -13 -2004 Revised: r CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanOci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: g — r2 1 90 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) �1 o� 4l k/J( [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. (.3 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform constructjgn work. D. a, .0,0%t na. i i i 00N t � N t gibF W Ng , states as follows: Owner /Owner's Agent Signed . nd sworn to befor NOT PUB Residing at l /A Name as commissione My commission expires: me this Permit Center /Building Division 206 431 -3670 Public Works Department 206 433-0179 Planning Division 206 431 -3670 L a • or the Sta a of Was ington County //65A 4 P - A )b --I6 --((1 18.27,090 Exemptions. The registration provisions of this chapter do not apply to: i. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; i6. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were YI manufactured or sold by the mo ile %manufactured home dealer or manufacturer . 18. An entity who holds a.valid'electrical license under chapter 14.28 RCW that eriploys a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incaiientally,, RCW, immediately appropriate to the Okerin -lxind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. IXFSTI\G B SCALE: 1 /4" = SCALE: 1 /4" XSTI\C. POST. PLA\ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2009 SCALE:. ELECTRICAL PLA\ STAF1- WOR <0 S \ EAT AREA JA \ITOR CL IT.K.I dF EMERGENCY Ei IT IGH1 �� �/ N� / /� . \ N / ■ i y \ \\ C` \\ I I. / \ \ \ `\ . \ � \ \ \ 3068 2868 ' 2868 I- DOOR SCHEDULE j / / � \\0 O 2868 FULL LIGHT TEMPERED SAFTEY GLASS / 12" _ B �— � CLR 2868 min PAINTED WOOD A6 3068 REPLACE EXIST w /FULL LIGHT TEMPERED SAFTEY GLASS t ALL DOORS 32" MIN , CLR FOR H.C. ACCESS w /STAINLESS ' FINISH COMMERCIAL GRADE SCHLAGE LEVER OR EQUAL _ VENT DIRECTLY TO EXTERIOR NOTE: IF DRAWING SHEET IS NOT 22" X 34" THEN DRAWING IS NOT TO SCALE. E /A6 FOR \ DIVS. 6383 RE ST RED EXIST II L lr II II — _IL — __JL_ —_J 1 7 2009 EXIST EMERGENCY EXIT LIGHT CEIVED 0 2009 PERMIT CENTER COVERE EXIST CO\ =W PLAYGROLL\ E vRG � EXIT LIGHT EXIST LA., APART v E\ T f C -1L� CARE T AG LHVHL C SLAB IV RG\ XIT LIGHT EXIST CO \C R„BBER '.: S.,RFACE DLFR API A min for 8= 600sf) C HARDSCAPE -LED TOY A R E A CFA \ T AREA 663sf (min for 8= 600sf) NOTE: IF DRAWING SHEET IS NOT 22 X 34" THEN DRAWING IS NOT TO SCALE 43'x28' = 1204sf (12x759OOsf rec HDGF TYP PLAY AR REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2009 0_ H- W 0_ F- a N V 1 lx STOP 2x4 GWB 1x6 FULL HT -2x4 FULL HT E \D CO\DITIO\ 1x6 LEDGE CAP 2x4 FULL HT TYP lx STOP 2x2 SILICON BUTT JOINT o0 d4& PARTITION WALL wIPLEXI -GLASS RE -LITE PLAN 3 /4" =P -0" BOTTOM CHORD OR JOIST SIMPSON STC TRUSS CLIP PARALLEL EE W 0 00 0 H- STC TRUSS CLIP BOTTOM CHORD OR JOIST 2x4 MIN. AT 32 "O /C STUD WALL PER FRAMING PLAN FIREBLOCK WHEN WALL HGT. EXCEEDS 10 FEET P.T.D.F. MUDSILL WITH HILTI "DS" POWER DRIVEN ANCHOR W/ WASHER, .177 DIA. x 3" LONG, ICBO 2338 — (ALT. 3/8" or 112" EXPANSION ANCHOR) FINISH FLOOR O PERPENDICULAR NON- BEARING PARTITION CONNECTION SEE NON— BEARING • WALL DETAIL FOR SIM DBL 2x4 OR 4x4 1 x STOPS OR IV ETAL A\ GLES PLEXI— REL.ITES 1x6 LEDGE CAP Y2 GYP BD. 2x4 @ 16 "o.c. RUBBER BASE SEE SON— BEARING WALL DETAIL FOR SIM PARTITION wIPLEXI -GLASS RE -LITE SECTION 0 00 J L T 7 E L J. L x2 FULL HT. 2x4 r r _J L PLEXI —GLASS PANEL 1 %8" PLYWOOD SUBFLOOR TYP 4x8 TYP 14 2x4 FLAT FURRING TYP INTO EXISTING 2x4 FURRI \G TYP 8 '_ 0 „ L 4x8 TYP 2x4 TYP / \ 2x4 TYP TAI `IAA`TAI AI MMEAVKIA `IAAeget tIR 05 `Q5 :40.00 W-IAl CIA% `IAAMIAM MeTir `IAIMPAIMMO IM `IAINO `TAI I AI O WIAI.. �I e057IA NEW %2" HAT CHANNELS @ 24 "o.c. INSTALLED @ 90° TO EXIST 3" SCREWS w/1 MI\ EMBED @ 12 "o..c. GWB BOTH SIDES LCIcC PROPOSED 2HR OCCUPANCY SEPARATION @ EXISTIING CEILING 2x2 r1x6 LEDGE CAP DBL TOP PL. 2x4 @ 24 "o. P.T. PL NOTE: IF DRAWING SHEET IS NOT 22" X 34" THEN DRAWING IS NOT TO SCALE. r L EXIST %2" FIBER SOU EXIST %2" HAT CHAR EXIST 5 /8" GWB NEW 5/8" GWB REVIEWED FOR C ODE C OMPLIANCE APPROVE MAR 17 2009 City of Tukwila BUILDING DIVISION II N PARTITION w /PLEXI -GLASS RE -LITE ELEVATION D BOARD TYP EL REVISION NaL bO834• J T TI L I RECEIVED MAR 1 0 2009 PERMIT CENTER REV: A -5 NO SCALE 1 12' =1'-0' 1' =1'-0" PUSH SIDE PULL SIDE i FRONT APPROACH 24" EXTERIOR DOOR 18" INTERIOR DOOR 12" PROVIDE THIS ADDITIONAL SPACE IF THE DOOR HAS BOTH A LATCH AND A CLOSER GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR, EXCEPT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS PLACMENT AT 33 INCHES, THE GRAB BAR MAY BE AS HIGH AS 36 INCHES. GRAB BARS SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL GRAB BARS AT THE BACK SHALL BE AT LEAST 36" LONG. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1 1/4" TO 1 1/2" NOMINAL DIAMETER IETER BACKING p TYPICAL AT ALL TOILET ROOM ASSESSORIES DRINKING FOUNTAIN STUD WALL PER PLAN 2 INTERIOR WALL FINISH SURFACE FINISH FLOOR 48" MIN. NOTES 1. DRINKING FOUNTAIN - HALSEY TAYLER HAC -8F, STD. FINISH 1/5 HP, 8 GALLONS PER HOUR 2. BUBBLER CONTROL SHALL BE LOCATED WITHIN 6" OF THE FRONT OF THE FOUNTAIN. 3. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTAN- TIALLY PARALLEL TO THE FRONT EDGE OF THE FOUNTAIN. 4. PROVIDE WHITE FRP OR EQUAL AT REAR AND SIDES TO 48" AFF. LEGEND A = 18' MINIMUM B = 27' MIN (x 8' MIN DEPTH) C = NOT USED D = 32" MINIMUM E = 6 "MAX F = 36" MAX \L PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED W/ BOTH A LATCH AND A CLOSER NO SCALE 48" MIN. TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS (2 INCH) FULL BOW OR 11/4 INCH (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE DEAD LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION. 2. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. 3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY HANDICAPPED. 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE OF SUDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. • 5. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SUDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A VVHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOFt. 6. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, WITH 1/4 INCH MAXIMUM VERTICAL CHANGE AT EDGE. MAXIMUM BEVEL ALLOWED IS 45 DEGREES. 1 1/4" TO 1 1/2" NOMINAL DIAMETER A.D.A. DOOR CLEARANCE REQUIREMENTS TOILET ROOM GRAB BAR DETAIL CLEAR FLOOR SPACE 2x6 SOLID BACKING TYPICAL AT ALL TOILET ROOM ASSESSORIES INTERIOR WALL FINISH SURFACE STUD WALL PER PLAN c FINISH FLOOR (di METAL STUD WALL OI WOOD STUD WALL . I 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ACCESSIBLE FOUNTAIN DOORS AT OPPOSITE WALLS THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. • BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. THE BRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL AHVE A MINIMUM RADIUS OF 1/8 ". NOTE: IF ALCOVE DEPTH (X) IS GREATER THAN 24 ", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" STANDARD HEIGHT FOUNTAIN NO SCALE "HI-LO" DRINKING FOUNTAIN LATCH APPROACH * 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER CLEARANCE REQUIREMENTS @ ACCESSIBLE FOUNTAIN HINGE APPROACH NOTES: 1. WATER FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. 2. ALL WATER FOUNTAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: a. LOCATED IN AN ALCOVE NOT LESS THAN 32" WIDE x 18" DEEP b. ALL FOUNTAINS SHALL BE BETWEEN 18" AND 19" DEEP c. PROVIDE A CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8:" DEEP UNDER THE FOUNTAIN d. PROVIDE A MINIMUM TOE CLEARANCE OF 9" HIGH x 17" DEEP e. PROVIDE LEVER OR PUSH BAR TYPE CONTROL LOCATED WITHIN 6" OF FRONT EDGE f. BUBBLER OUTLET SHALL BE LOCATED 6" MAXIMUM FROM FRONT EDGE g. BUBBLER OUTLET SHALL BE LOCATED WITHIN 36" OF FINISH FLOOR h. STREAM FROM BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE I. STREAM FROM BUBBLER SHALL BE A MINIMUM OF 4" HIGH 3. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN 'A' = 'B' = = 'D' = 'E' = 'F' _ 'G' = 'H' = 18" TO 19" 6" MAX 27" MIN 9" MIN 8" MIN. 6" MIN 6" MAX 18" MIN. NO SCALE NO SCALE 18" X 36" MIRROR F.R.P. TO 48" TOILET PAPER DISPENSER z SHEET VINYL FLOORING W/ 5" INTEGRAL COVED BASE TYPICAL TOILET ROOM 1 1/2" -H THRESHOLD AT EXT. DOOR H DETECTABLE TEXTURE REVISION NOLL bOB3'? S v) 0 1/2" MAX @ 1:2 SLOPE 1/4" MAX •�v CAP HOT WATER SUPPLY UNE IN ATTIC WHEN HOT WATER IS NOT PROVIDED INSULATE HOT WATER PIPE & DRAIN PIPES ACCESSIBLE FOUNTAIN . V �v v z N ALUM. STOREFRONT BEYOND STOREFRONT DOOR EXTERIOR FINISH FLOOR 1:2 BEVELED EDGE STANDARD HEIGHT FOUNTAIN 1 MIN INSULATED HOT WATER & DRAIN PIPES MEN [ WOMEN 1. 5. NO SCALE DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE CORRESPONDING GRADE 2 BRAILLE DOOR MOUNTED SIGNAGE REQUIREMENTS: (MENS) EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND VERTEX POINTING UPWARD. 2. (WOMENS) 12" DIA. CIRCLE 1/4" THICK. 3. (UNISEX) 12" DIA. CIRCLE 1/4" THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE 4. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE DOOR SIGNS ARE CENTERED ON THE DOOR 60" FROM THE FLOOR WALL MOUNTED SIGNAGE REQUIREMENTS: 6. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 7. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL 8. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. 9. SIGNS ARE CENTERED ON THE WALL 60" ABOVE THE FLOOR. 10. LETTERS AND NUMERALS ARE RAISED 1/32", ARE SANS -SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8' HIGH AND A MAXIMUM OF 2" HIGH. 11. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 'A' = 18" T019" 'B' = 6" MAX 'C' = 27" MIN 'D' = 9" MIN 'E' = 8" MIN. 'F' = 6" MIN DRINKING FOUNTAIN SPECIFICATIONS (NON - ALCOVE) O O UNISEX (RESTROOMS WALL MOUNTED SIGNAGE (TYP.) • DOOR MOUNTED SIGNAGE (TYP) TOILET ROOM SIGNAGE SPECIFICATIONS MEN HANDICAPPED ACCESSIBLE RESTROOM ON FIRST FLOOR ' J R EVIEWED FOR COD COMPLIANC APPROV MAR 1 7 2009 City of Tukwila BUILDING DIVISION I RECEIVEP EP PIAR .10 2009 CLEARANCE REQUIREMENTS ell ACCESSIBLE FOUNTAIN PERMIT CENTER WHEN THE ENFORCING AGENCY DETERMINES THAT IT WOULD CREATE AN UNREASONABLE HARDSHIP TO LOCATE THE WATER FOUNTAIN IN AN ALCOVE, THE WATER FOUNTAIN MY PROJECT INTO THE PATH OF TRAVEL AND THE PATH OF TRAVEL SHALL BE IDENTIFIABLE TO THE BLIND AS FOLLOWS: THE SURFACE OF THE PATH OF TRAVEL AT THE WATER FOUNTAIN SHALL BE TEXTURED SO THAT IT IS CLEARLY IDENTIFIABLE BYA BLIND PERSON USING A CANE. THE MINIMUM TEXTURED AREA SHALL EXTEND FROM THE WALL SUPPORTING THE WATER FOUNTAIN TO I (ONE) FOOT BEYOND THE FRONT • EDGE OF THE FOUNTAIN AND SHALL EXTEND I (ONE) FOOT BEYOND EACH SIDE OF THE WATER FOUNTAIN. ALL WATER FOUNTAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: a. STREAM FROM BUBBLER SHALL BE A MINIMUM OF 4" HIGH . b. ALL FOUNTAINS SHALL BE BETWEEN 18' AND 19" DEEP c. PROVIDE A CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8" DEEP UNDER THE FOUNTAIN d. PROVIDE A MINIMUM TOE CLEARANCE OF 9" HIGH x 17" DEEP e. PROVIDE LEVER OR PUSH BAR TYPE CONTROL LOCATED WITHIN 6" OF FRONT EDGE f. BUBBLER OUTLET SHALL BE LOCATED 6" MAXIMUM FROM FRONT EDGE g. BUBBLER OUTLET SHALL BE LOCATED WITHIN 36" OF FINISH FLOOR h. STREAM FROM BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE I. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN NOTES: FIXTURES: 1. 2. 3. 4. 5. 6. 7. GRAB BARS SHALL BE 1 1/4" TO 1 12" DIA. WITH 112" CLEAR TO ADJACENT WALL . BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS/FT IN BENDING SHEAR AND TENSION A CLEAR FLOOR SPACE OF 30"x40' SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW FORWARD APPROACH F.R.P. OVER GREEN BOARD SHALL BE PROVIDED ON ALL WALLS WITHIN 24" OF THE FRONT AND SIDES OF WATER CLOSETS FLUSH CONTROLS FOR WATER CLOSET SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO OPERATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND THE FORCE TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBF ALL PLAN VIEW DIMENSIONS ARE TO "FINISH SURFACE' EXCEPT WHERE NOTED OTHERWISE TOILET: UNIVERSAL - RUNDLE #4078 "ATLAS' 17" HIGH, 1.5 GAL LAVATORY: UNIVERSAL - RUNDLE #4648, 'NEW CAMDEN' MIRROR PLATE GLASS MIRROR W/ CHROME TOP AND BOTTOM CHANNELS TOILET TISSUE DISPENSER BOBRICK #6-288 (OR EQUAL) PAPER TOWEL DISPENSER/ DISPOSAL BOBRICK #B -3944 (OR EQUAL) SOAP DISPENSER: BOBRICK # B-822 (OR EQUAL) SEAT COVER DISPENSER BOBRICK # B-301 (OR EQUAL) 36" GRAB BAR BOBRICK # B-5507 X 36 (OR EQUAL) 42" GRAB BAR • BOBRICK # B-5507 X42 (OR EQUAL) ALL DIMENSIONS SHOWN ARE BASED ON THE FIXTURES SPECIFIED ABOVE AND MAY REQUIRE MODIFICATION IF ALTERNATE FIXTURES ARE UTILIZED NO SCALE 1 12' =1'-0' 1' =1'-0" PUSH SIDE PULL SIDE i FRONT APPROACH 24" EXTERIOR DOOR 18" INTERIOR DOOR 12" PROVIDE THIS ADDITIONAL SPACE IF THE DOOR HAS BOTH A LATCH AND A CLOSER GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR, EXCEPT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS PLACMENT AT 33 INCHES, THE GRAB BAR MAY BE AS HIGH AS 36 INCHES. GRAB BARS SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL GRAB BARS AT THE BACK SHALL BE AT LEAST 36" LONG. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1 1/4" TO 1 1/2" NOMINAL DIAMETER IETER BACKING p TYPICAL AT ALL TOILET ROOM ASSESSORIES DRINKING FOUNTAIN STUD WALL PER PLAN 2 INTERIOR WALL FINISH SURFACE FINISH FLOOR 48" MIN. NOTES 1. DRINKING FOUNTAIN - HALSEY TAYLER HAC -8F, STD. FINISH 1/5 HP, 8 GALLONS PER HOUR 2. BUBBLER CONTROL SHALL BE LOCATED WITHIN 6" OF THE FRONT OF THE FOUNTAIN. 3. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTAN- TIALLY PARALLEL TO THE FRONT EDGE OF THE FOUNTAIN. 4. PROVIDE WHITE FRP OR EQUAL AT REAR AND SIDES TO 48" AFF. LEGEND A = 18' MINIMUM B = 27' MIN (x 8' MIN DEPTH) C = NOT USED D = 32" MINIMUM E = 6 "MAX F = 36" MAX \L PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED W/ BOTH A LATCH AND A CLOSER NO SCALE 48" MIN. TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS (2 INCH) FULL BOW OR 11/4 INCH (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE DEAD LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION. 2. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. 3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY HANDICAPPED. 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE OF SUDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. • 5. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SUDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A VVHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOFt. 6. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, WITH 1/4 INCH MAXIMUM VERTICAL CHANGE AT EDGE. MAXIMUM BEVEL ALLOWED IS 45 DEGREES. 1 1/4" TO 1 1/2" NOMINAL DIAMETER A.D.A. DOOR CLEARANCE REQUIREMENTS TOILET ROOM GRAB BAR DETAIL CLEAR FLOOR SPACE 2x6 SOLID BACKING TYPICAL AT ALL TOILET ROOM ASSESSORIES INTERIOR WALL FINISH SURFACE STUD WALL PER PLAN c FINISH FLOOR (di METAL STUD WALL OI WOOD STUD WALL . I 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ACCESSIBLE FOUNTAIN DOORS AT OPPOSITE WALLS THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. • BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. THE BRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL AHVE A MINIMUM RADIUS OF 1/8 ". NOTE: IF ALCOVE DEPTH (X) IS GREATER THAN 24 ", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" STANDARD HEIGHT FOUNTAIN NO SCALE "HI-LO" DRINKING FOUNTAIN LATCH APPROACH * 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER CLEARANCE REQUIREMENTS @ ACCESSIBLE FOUNTAIN HINGE APPROACH NOTES: 1. WATER FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. 2. ALL WATER FOUNTAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: a. LOCATED IN AN ALCOVE NOT LESS THAN 32" WIDE x 18" DEEP b. ALL FOUNTAINS SHALL BE BETWEEN 18" AND 19" DEEP c. PROVIDE A CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8:" DEEP UNDER THE FOUNTAIN d. PROVIDE A MINIMUM TOE CLEARANCE OF 9" HIGH x 17" DEEP e. PROVIDE LEVER OR PUSH BAR TYPE CONTROL LOCATED WITHIN 6" OF FRONT EDGE f. BUBBLER OUTLET SHALL BE LOCATED 6" MAXIMUM FROM FRONT EDGE g. BUBBLER OUTLET SHALL BE LOCATED WITHIN 36" OF FINISH FLOOR h. STREAM FROM BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE I. STREAM FROM BUBBLER SHALL BE A MINIMUM OF 4" HIGH 3. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN 'A' = 'B' = = 'D' = 'E' = 'F' _ 'G' = 'H' = 18" TO 19" 6" MAX 27" MIN 9" MIN 8" MIN. 6" MIN 6" MAX 18" MIN. NO SCALE NO SCALE 18" X 36" MIRROR F.R.P. TO 48" TOILET PAPER DISPENSER z SHEET VINYL FLOORING W/ 5" INTEGRAL COVED BASE TYPICAL TOILET ROOM 1 1/2" -H THRESHOLD AT EXT. DOOR H DETECTABLE TEXTURE REVISION NOLL bOB3'? S v) 0 1/2" MAX @ 1:2 SLOPE 1/4" MAX •�v CAP HOT WATER SUPPLY UNE IN ATTIC WHEN HOT WATER IS NOT PROVIDED INSULATE HOT WATER PIPE & DRAIN PIPES ACCESSIBLE FOUNTAIN . V �v v z N ALUM. STOREFRONT BEYOND STOREFRONT DOOR EXTERIOR FINISH FLOOR 1:2 BEVELED EDGE STANDARD HEIGHT FOUNTAIN 1 MIN INSULATED HOT WATER & DRAIN PIPES MEN [ WOMEN 1. 5. NO SCALE DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE CORRESPONDING GRADE 2 BRAILLE DOOR MOUNTED SIGNAGE REQUIREMENTS: (MENS) EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND VERTEX POINTING UPWARD. 2. (WOMENS) 12" DIA. CIRCLE 1/4" THICK. 3. (UNISEX) 12" DIA. CIRCLE 1/4" THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE 4. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE DOOR SIGNS ARE CENTERED ON THE DOOR 60" FROM THE FLOOR WALL MOUNTED SIGNAGE REQUIREMENTS: 6. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 7. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL 8. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. 9. SIGNS ARE CENTERED ON THE WALL 60" ABOVE THE FLOOR. 10. LETTERS AND NUMERALS ARE RAISED 1/32", ARE SANS -SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8' HIGH AND A MAXIMUM OF 2" HIGH. 11. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 'A' = 18" T019" 'B' = 6" MAX 'C' = 27" MIN 'D' = 9" MIN 'E' = 8" MIN. 'F' = 6" MIN DRINKING FOUNTAIN SPECIFICATIONS (NON - ALCOVE) O O UNISEX (RESTROOMS WALL MOUNTED SIGNAGE (TYP.) • DOOR MOUNTED SIGNAGE (TYP) TOILET ROOM SIGNAGE SPECIFICATIONS MEN HANDICAPPED ACCESSIBLE RESTROOM ON FIRST FLOOR ' J R EVIEWED FOR COD COMPLIANC APPROV MAR 1 7 2009 City of Tukwila BUILDING DIVISION I RECEIVEP EP PIAR .10 2009 CLEARANCE REQUIREMENTS ell ACCESSIBLE FOUNTAIN PERMIT CENTER WHEN THE ENFORCING AGENCY DETERMINES THAT IT WOULD CREATE AN UNREASONABLE HARDSHIP TO LOCATE THE WATER FOUNTAIN IN AN ALCOVE, THE WATER FOUNTAIN MY PROJECT INTO THE PATH OF TRAVEL AND THE PATH OF TRAVEL SHALL BE IDENTIFIABLE TO THE BLIND AS FOLLOWS: THE SURFACE OF THE PATH OF TRAVEL AT THE WATER FOUNTAIN SHALL BE TEXTURED SO THAT IT IS CLEARLY IDENTIFIABLE BYA BLIND PERSON USING A CANE. THE MINIMUM TEXTURED AREA SHALL EXTEND FROM THE WALL SUPPORTING THE WATER FOUNTAIN TO I (ONE) FOOT BEYOND THE FRONT • EDGE OF THE FOUNTAIN AND SHALL EXTEND I (ONE) FOOT BEYOND EACH SIDE OF THE WATER FOUNTAIN. ALL WATER FOUNTAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: a. STREAM FROM BUBBLER SHALL BE A MINIMUM OF 4" HIGH . b. ALL FOUNTAINS SHALL BE BETWEEN 18' AND 19" DEEP c. PROVIDE A CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8" DEEP UNDER THE FOUNTAIN d. PROVIDE A MINIMUM TOE CLEARANCE OF 9" HIGH x 17" DEEP e. PROVIDE LEVER OR PUSH BAR TYPE CONTROL LOCATED WITHIN 6" OF FRONT EDGE f. BUBBLER OUTLET SHALL BE LOCATED 6" MAXIMUM FROM FRONT EDGE g. BUBBLER OUTLET SHALL BE LOCATED WITHIN 36" OF FINISH FLOOR h. STREAM FROM BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE I. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN PULL SIDE r . MIN. * m 4 mi lo o PUSH SIDE 54" MIN. NO SCALE 1 12' =1'-0' 1' =1'-0" PUSH SIDE PULL SIDE i FRONT APPROACH 24" EXTERIOR DOOR 18" INTERIOR DOOR 12" PROVIDE THIS ADDITIONAL SPACE IF THE DOOR HAS BOTH A LATCH AND A CLOSER GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR, EXCEPT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS PLACMENT AT 33 INCHES, THE GRAB BAR MAY BE AS HIGH AS 36 INCHES. GRAB BARS SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL GRAB BARS AT THE BACK SHALL BE AT LEAST 36" LONG. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1 1/4" TO 1 1/2" NOMINAL DIAMETER IETER BACKING p TYPICAL AT ALL TOILET ROOM ASSESSORIES DRINKING FOUNTAIN STUD WALL PER PLAN 2 INTERIOR WALL FINISH SURFACE FINISH FLOOR 48" MIN. NOTES 1. DRINKING FOUNTAIN - HALSEY TAYLER HAC -8F, STD. FINISH 1/5 HP, 8 GALLONS PER HOUR 2. BUBBLER CONTROL SHALL BE LOCATED WITHIN 6" OF THE FRONT OF THE FOUNTAIN. 3. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTAN- TIALLY PARALLEL TO THE FRONT EDGE OF THE FOUNTAIN. 4. PROVIDE WHITE FRP OR EQUAL AT REAR AND SIDES TO 48" AFF. LEGEND A = 18' MINIMUM B = 27' MIN (x 8' MIN DEPTH) C = NOT USED D = 32" MINIMUM E = 6 "MAX F = 36" MAX \L PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED W/ BOTH A LATCH AND A CLOSER NO SCALE 48" MIN. TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS (2 INCH) FULL BOW OR 11/4 INCH (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE DEAD LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION. 2. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. 3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY HANDICAPPED. 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE OF SUDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. • 5. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SUDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A VVHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOFt. 6. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, WITH 1/4 INCH MAXIMUM VERTICAL CHANGE AT EDGE. MAXIMUM BEVEL ALLOWED IS 45 DEGREES. 1 1/4" TO 1 1/2" NOMINAL DIAMETER A.D.A. DOOR CLEARANCE REQUIREMENTS TOILET ROOM GRAB BAR DETAIL CLEAR FLOOR SPACE 2x6 SOLID BACKING TYPICAL AT ALL TOILET ROOM ASSESSORIES INTERIOR WALL FINISH SURFACE STUD WALL PER PLAN c FINISH FLOOR (di METAL STUD WALL OI WOOD STUD WALL . I 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ACCESSIBLE FOUNTAIN DOORS AT OPPOSITE WALLS THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. • BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. THE BRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL AHVE A MINIMUM RADIUS OF 1/8 ". NOTE: IF ALCOVE DEPTH (X) IS GREATER THAN 24 ", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" STANDARD HEIGHT FOUNTAIN NO SCALE "HI-LO" DRINKING FOUNTAIN LATCH APPROACH * 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER CLEARANCE REQUIREMENTS @ ACCESSIBLE FOUNTAIN HINGE APPROACH NOTES: 1. WATER FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. 2. ALL WATER FOUNTAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: a. LOCATED IN AN ALCOVE NOT LESS THAN 32" WIDE x 18" DEEP b. ALL FOUNTAINS SHALL BE BETWEEN 18" AND 19" DEEP c. PROVIDE A CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8:" DEEP UNDER THE FOUNTAIN d. PROVIDE A MINIMUM TOE CLEARANCE OF 9" HIGH x 17" DEEP e. PROVIDE LEVER OR PUSH BAR TYPE CONTROL LOCATED WITHIN 6" OF FRONT EDGE f. BUBBLER OUTLET SHALL BE LOCATED 6" MAXIMUM FROM FRONT EDGE g. BUBBLER OUTLET SHALL BE LOCATED WITHIN 36" OF FINISH FLOOR h. STREAM FROM BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE I. STREAM FROM BUBBLER SHALL BE A MINIMUM OF 4" HIGH 3. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN 'A' = 'B' = = 'D' = 'E' = 'F' _ 'G' = 'H' = 18" TO 19" 6" MAX 27" MIN 9" MIN 8" MIN. 6" MIN 6" MAX 18" MIN. NO SCALE NO SCALE 18" X 36" MIRROR F.R.P. TO 48" TOILET PAPER DISPENSER z SHEET VINYL FLOORING W/ 5" INTEGRAL COVED BASE TYPICAL TOILET ROOM 1 1/2" -H THRESHOLD AT EXT. DOOR H DETECTABLE TEXTURE REVISION NOLL bOB3'? S v) 0 1/2" MAX @ 1:2 SLOPE 1/4" MAX •�v CAP HOT WATER SUPPLY UNE IN ATTIC WHEN HOT WATER IS NOT PROVIDED INSULATE HOT WATER PIPE & DRAIN PIPES ACCESSIBLE FOUNTAIN . V �v v z N ALUM. STOREFRONT BEYOND STOREFRONT DOOR EXTERIOR FINISH FLOOR 1:2 BEVELED EDGE STANDARD HEIGHT FOUNTAIN 1 MIN INSULATED HOT WATER & DRAIN PIPES MEN [ WOMEN 1. 5. NO SCALE DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE CORRESPONDING GRADE 2 BRAILLE DOOR MOUNTED SIGNAGE REQUIREMENTS: (MENS) EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND VERTEX POINTING UPWARD. 2. (WOMENS) 12" DIA. CIRCLE 1/4" THICK. 3. (UNISEX) 12" DIA. CIRCLE 1/4" THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE 4. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE DOOR SIGNS ARE CENTERED ON THE DOOR 60" FROM THE FLOOR WALL MOUNTED SIGNAGE REQUIREMENTS: 6. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 7. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL 8. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. 9. SIGNS ARE CENTERED ON THE WALL 60" ABOVE THE FLOOR. 10. LETTERS AND NUMERALS ARE RAISED 1/32", ARE SANS -SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8' HIGH AND A MAXIMUM OF 2" HIGH. 11. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 'A' = 18" T019" 'B' = 6" MAX 'C' = 27" MIN 'D' = 9" MIN 'E' = 8" MIN. 'F' = 6" MIN DRINKING FOUNTAIN SPECIFICATIONS (NON - ALCOVE) O O UNISEX (RESTROOMS WALL MOUNTED SIGNAGE (TYP.) • DOOR MOUNTED SIGNAGE (TYP) TOILET ROOM SIGNAGE SPECIFICATIONS MEN HANDICAPPED ACCESSIBLE RESTROOM ON FIRST FLOOR ' J R EVIEWED FOR COD COMPLIANC APPROV MAR 1 7 2009 City of Tukwila BUILDING DIVISION I RECEIVEP EP PIAR .10 2009 CLEARANCE REQUIREMENTS ell ACCESSIBLE FOUNTAIN PERMIT CENTER WHEN THE ENFORCING AGENCY DETERMINES THAT IT WOULD CREATE AN UNREASONABLE HARDSHIP TO LOCATE THE WATER FOUNTAIN IN AN ALCOVE, THE WATER FOUNTAIN MY PROJECT INTO THE PATH OF TRAVEL AND THE PATH OF TRAVEL SHALL BE IDENTIFIABLE TO THE BLIND AS FOLLOWS: THE SURFACE OF THE PATH OF TRAVEL AT THE WATER FOUNTAIN SHALL BE TEXTURED SO THAT IT IS CLEARLY IDENTIFIABLE BYA BLIND PERSON USING A CANE. THE MINIMUM TEXTURED AREA SHALL EXTEND FROM THE WALL SUPPORTING THE WATER FOUNTAIN TO I (ONE) FOOT BEYOND THE FRONT • EDGE OF THE FOUNTAIN AND SHALL EXTEND I (ONE) FOOT BEYOND EACH SIDE OF THE WATER FOUNTAIN. ALL WATER FOUNTAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: a. STREAM FROM BUBBLER SHALL BE A MINIMUM OF 4" HIGH . b. ALL FOUNTAINS SHALL BE BETWEEN 18' AND 19" DEEP c. PROVIDE A CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8" DEEP UNDER THE FOUNTAIN d. PROVIDE A MINIMUM TOE CLEARANCE OF 9" HIGH x 17" DEEP e. PROVIDE LEVER OR PUSH BAR TYPE CONTROL LOCATED WITHIN 6" OF FRONT EDGE f. BUBBLER OUTLET SHALL BE LOCATED 6" MAXIMUM FROM FRONT EDGE g. BUBBLER OUTLET SHALL BE LOCATED WITHIN 36" OF FINISH FLOOR h. STREAM FROM BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE I. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN NO SCALE NOTES 1. SURFACE OF THE PARKING SPACE AND ACCESS AISLE SHALL NOT EXCEED 1:50 GRADIENT (2.0 %) IN ANY DIRECTION 2. DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS 3. A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER THE ADJOINING ACCESSIBLE ROUTE. 4. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN TO ACCESS AN ADJOINING ACCESSIBLE ROUTE 5. CURB RAMPS MAY NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES. 6. ACCESS AISLE (LOADING/UNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. NO SCALE NOTES 1. SYMBOL PAINTED HIGHWAY WHITE (TWO COATS) 2. BACKGROUND PAINTED BLUE OR EQUAL TO COLOR #15090 IN FEDERAL STANDARD 595A NO SCALE 3' -0" ALTERNATE SIGN LOCATION, SEE DISABLED PARKING SYMBOL N 9 -0" MIN. VAN ACCESSIBLE DISABLED PARKING STALLS 15C01 0 CV NO SCALE 8' -0" cn 0 N CO 2 Abk 9' -0" MIN. - CURB SIGN POLE DETAIL ADJOINING WALL 12" WIDE GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP PARKING SIGNAGE, SEE 4" WIDE PAINTED BLUE STRIPES "NO PARKING" PAINTED AS INDICATED TO BE LOCATED SO IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS 36" SQUARE MINIMUM, WHITE ON BLUE BACKGROUND SEE DETAIL THIS SHEET "NO PARKING" PAINTED AS INDICATED TO BE LOCATED SO IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS RIVETS AS REQUIRED SEE HANDICAP SIGN DETAIL FOR OTHER DATA METAL SIGN 20 GA. GALV. STEEL 2" GALV. STEEL PIPE COLUMN SLOPE TOP OF CONCRETE - 12' DIA. CONC. PIER NO SCALE NO SCALE 0.9" AT BASE 0.45" 2.35" AT TOP 0 0 0 O 0 0 0 OO OO OO OO © O O O © 0 O 0 1.67" ± � ' V � 0 0 0 O 0 0 0 O O 0 0 O 0 0 0 0 0 ' O TRUNCATED DOMES 12" • /v • i NOTE: GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP GROOVED BORDER DETAIL HANDICAP PARKING SIGNAGE • \ VAN ACCESSIBLE 0.9" EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BYA REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISH GRADE, GROUND OR SIDEWALK. 0.45" L 1/ 4" I f 314" TYPICAL SECTION A -A GROOVED BORDERITRUNCATED DOME DETAIL AT VAN ACCESSIBLE SPACES ONLY SEE POLE DETAIL THIS SHEET \ \ O SIGNAGE PER SITE PLAN NO SCALE NO SCALE NO SCALE 48" WIDE x44" DEEP AT DOORS OR GATES THAT SWING AWAY FROM THE WALK. (MIN 48" DEEP IF DOOR HAS SELF - CLOSER). 44" MIN. DOOR OR GATE SWINGING AWAY FROM THE SIDEWALK ALL LETTERING IS REQUIRED TO BEAT LEAST ONE INCH HIGH 5% MAX (1:20) MAX SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BEAT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER SHALL BE SLIP RESISTANT. 1. SURFACE CROSS SLOPES SHALL NOT EXCEED 114" INCH PER FOOT. 2. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS t20 (5%) IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 3307, PEDESTRIAN RAMPS. 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL IF LEVEL CHANGES > 12" THEY MUST COMPLY WITH THE REQUIREMENTS OF CURB RAMPS 4. ABRUPT CHANGES IN LEVEL EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN AVERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BOND ORA POTENTIAL DROP OFF. 5. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET SIDEWALK SPECIFICATIONS 17" MIN UNAUTHORIE.D VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS NTH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING STRIKE EDGE OF DOOR OR GATE DOOR OR GATE SWINGING TOWARD THE SIDEWALK re HANDICAP PARKING SIGNAGE [.. 24" MIN. 60" x 60" OF LEVEL AREA AT DOORS SWINGING TOWARD WALK 60" MIN. 0 NO SCALE NOTES: R REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2009 City of Tukwila BUILDING �ING DIVISION E RECEIVEr 1AR 1 0 2009 PERMIT CENTEt -7 /p THIS INFORMATION IS APPLICABLE TO ANY PATH OF TRAVEL WHERE THE SLOPE OF THE WALKING SURFACE EXCEEDS 1 FOOT VERTICAL RISE TO 20' HORIZONTAL RUN. WHERE THE SLOPE OF ANY RAMP EXCEEDS 1 IN 20, HAND- RAILS ARE REQUIRED ON BOTH SIDES OF RAMP ALL RAMP SURFACES SHALL BE SLIP RESISTANT IF A DROP -OFF OF MORE THAN 4" EXISTS BETWEEN THE RAMP SURFACE AND THE ADJACENT GRADE, A 6" WARNING CURB MUST BE UTILIZED 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING 42" + DOOR WIDTH WHEN DOOR SWINGS ONTO LANDING INTERMEDIATE PLATFORMS ARE REQUIRED AT INTERVALS NOT EXCEEDING 30 INCHES OF VERTICAL RISE DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50 4 40■ 44N APPLIES IF DOOR SWINGS IN OPPOSITE DIRECTION AS SHOWN ON DETAIL RAMP SPECIFICATIONS HANDRAILS ARE REQUIRED ON PEDESTRIAN RAMPS THAT PROVIDE ACCESS IF THE RAMP SLOPE EXCEEDS 1 FOOT RISE IN 20 FEET OF HORIZONTAL RUN (5.0%), EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS THAN 6" RISE OR 72" IN LENGTH. (CURB RAMPS DO NOT REQUIRE HANDRAILS) 72" MIN GUIDE RAIL (ALTERNATE TO WARNING CURB) WHEN REQUIRED NOTES: 1. THIS DETAIL IS APPLICABLE WHENEVER SLOPE EXCEEDS 1:20 IN ANY DIRECTION 2. PROVIDE 1/4" EXPANSION JOINTS AT 20' -0" 0/C 3. TOP OF SIDEWALKS TO ALIGN WITH TOP OF ADJOINING CURB WHERE OCCURS 4. MAXIMUM CROSS SLOPE SHALL BE 1:50 5. MINIMUM RAMP WIDTH SHALL BE 48" 6. TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. 8. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS 30 ". 9. HANDRAILS ARE REQUIRED ON BOTH SIDES AND CONTINUOUS THE FULL LENGTH OF THE RAMP. 12" r MIN 30' MAX SEE NOTE #7 HANDRAIL EXTENSION SHALL BE LEVEL FOR . 12" MINIMUM WALL SURFACE 1 1/4" TO 1 12" HANDRAIL SHALL BE INSTALLED 1 1/2" CLEAR FROM ADJOIN- ING WALL 32 TO 34" ABOVE RAMP SURFACE e. N � 6" I � INSTALL PLEXIGLASS RUINNER PLATE IF WALL ADJACENT TO HANDRAIL CONTAINS SHARP OR ABRASIVE ELEMENTS I 12" - W_ 48' MIN. WARNING CURB DETAIL 5" WELD CURVED RAILAT ENDS 112" 0 PIPE RAIL POST SET IN CONCRETE WITH METAL'SLEEVE 2 3/4' 0 I.D. WELDED TO 5" X 5' STEEL PLATE IF A DROP -OFF MORE THAN 4" EXISTIS BETWEEN THE RAMP SURFACE AND THE ADJACENT GRADE, A 6" WARNING CURB MUST BE PROVIDED. GUARDRAIL N ALTERNATE TO WARNING CURB GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THE SIDEWALK APPROX. 3/4" 0/C LEVEL AND CLEAR AREA NOT TO EXCEED 2% CROSS -SLOPE IN ANY DIRECTION �N. BUILT -UP CURB RAMP CURB 112" UP BEVELED AT 45° AT LOWER END OF CURB RAMP NOTE: 1. TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SLOPED PORTIONS OF THE RAMP (DOT PATTERN) WHEN THE SLOPE IS BETWEEN 5.0% AND 6.67% 2. BUILT -UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES 12' NOTE: 1. TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SLOPED PORTIONS OF THE RAMP (DOT PATTERN) WHEN THE SLOPE IS BETWEEN 5.0% AND 6.67% 2. IF "X' IS LESS THAN 48° THEN THE SLOPE OF THE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.83%) 12" UP BEVELED AT 45° AT LOWER END OF CURB RAMP CURB-CUT RAMP CROSS SLOPE OF LANDING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION GROOVED SURFACE MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP. GROOVES AT APPROX. 3/4" 0/C REV: AMERICANS WITH DISABILITIES ACT (RAMPS /SIDEWALKS ETC.) 1. RAMPS: A. THE SLOPE OF A RAMP SHALL NOT EXCEED 1 IN 12. B. THE TOP LANDING ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. C. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42'' AND THE DOOR SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. D. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. E. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24 INCHES BEYOND THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 18 INCHES AT INTERIOR RAMPS. F. THE BOTTOM LANDING SHALL NOT BE LESS THAN 72 INCHES DEEP. G. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS OR WHENEVER THE CHANGE IN LEVEL EXCEEDS 30 INCHES. H. INTERMEDIATE LANDING ON STRAIGHT RAMPS SHALL HAVE A DEPTH OF NOT LESS THAN 60 INCHES. INTERMEDIATE LANDINGS ON RAMPS THAT TURN GREATER THAN 30 DEGREES SHALL BE NOT LESS THAN 72 INCHES IN DEPTH. I. RAMPS SHALL BE NOT LESS THAN 48 INCHES IN WIDTH. J. RAMPS SERVING A PRIMARY ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE SHALL BE NOT LESS THAN 60 INCHES WIDE. K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL EXTEND 12 INCHES BEYOND THE TOP AND BOTTOM OF THE RAMP. HANDRAILS SHALL BE 30 TO 34 INCHES HIGH MEASURED FROM THE BOTTOM OF THE RAMP. L SURFACES OF RAMPS SHALL BE SLIP RESISTANT. 2. WALKS AND SIDEWALKS: (SEC. 2 -3323) A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP - RESISTANT AS THAT DESCRIBED AS A MEDIUM • SALTED FINISH. C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP - RESISTANT. D. SURFACE CROSS - SLOPES SHALL NOT EXCEED 114 INCH PER FOOT. E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 112 INCH IN THE DIRECTION OF TRAFFIC FLOW. F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 5 PERCENT IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 112 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 60 INCHES BY 60 INCHES WHEN THE DOOR SWINGS ONTO THE LANDING, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK, I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. 3. HAZARDS: (SEC. 2 -3324) A. WARNING CURBS, ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN AVERTICAL DIMENSION, SUCH AS AT PLANTERS OR - FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALKS SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED, WHEN A - GUARDRAIL IS PROVIDED CENTERED 3 INCHES (PLUS OR MINUS ONE INCH) ABOVE THE SURFACE OF THE WALK OR SIDEWALK; THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO ADJACENT HAZARD EXISTS. 4. OVERHANGING OBSTRUCTIONS: A. ANY OBSTRUCTIONS THAT OVERHANG A PEDEST° •:?N'S WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. AMERICANS WITH DISABILITIES ACT (TOILET FACILITIES) 1. GENERAL A. WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON- HANDICAPPED PERSONS OF EACH SEX ALSO, WHERE UNISEX FACILITIES ARE PROVIDED, SUCH UNISEX FACILITIES SHALL BE PROVIDED FO THE HANDICAPPED. B. WHERE SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE FLOORS OF A BUILDING, THEY SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. C. PASSAGEWAYS LEADING TO SANITARY FACILITIES SHALL HAVE A CLEAR ACCESS WIDTH AS SPECIFIED IN CHAPTER 33. ALL DOORWAYS LEADING TO SUCH SANITARY FACILITIES SHALL HAVE: 2. MULTIPLE ACCOMMODATION TOILET FACILITIES: A. TURN AROUND SPACE: PROVIDE A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27 INCHES OF SUFFICIENT SIZE TO INSCRIBE A 60 INCH DIAMETER CIRCLE. DOORS, OTHER THAN THE HANDICAPPED TOILET COMPARTMENTS, MAY ENCROACH INTO THIS SPACE NO MORE THAN 12 INCHES. B. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A 28 INCH WIDE CLEAR SPACE FROM A FIXTURE CPA 32 -INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET AND A 48 INCH LONG CLEAR SPACE IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60 INCH MINIMUM LENGTH CLEAR SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3 INCHES INTO THE CLEAR SPACE AS SPECIFIED BELOW. C. HANDICAPPED COMPARTMENT: EQUIP THE DOOR INTO THE STALL WITH AN AUTOMATIC CLOSING DEVICE AND PROVIDE A CLEAR OPENING WIDTH OF 32 INCHES WHEN LOCATED AT THE END OF THE STALL OR 34 INCHES WHEN LOCATED AT THE SIDE OF THE STALL PROVIDE A 44 INCH WIDE CLEAR PATH TO THE STALL AND 48 INCH SPACE IN FRONT OF THE COMPARTMENT DOOR, MEASURED AT RIGHT ANGLES TO THE DOOR. D. THE WATER CLOSET FIXTURE IN THE COMPARTMENT IS REQUIRED TO HAVE A 32 INCH WIDE CLEAR SPACE FROM THE WALL, ORA 28 INCH WIDE CLEAR SPACE FROM THE FIXTURE, AND A 48 INCH LONG CLEAR SPACE IN FRONT OF THE WATER CLOSET. IF THE COMPARTMENT DOOR IS ON THE SIDE WALL, AT LEAST 60 INCHES IS REQUIRED IN FRONT OF THE WATER CLOSET. E. THE GRAB BAR IS REQUIRED TO EXTEND 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS CANNOT PROJECT MORE THAN 3 INCHES INTO THE CLEAR SPACE. 3. SINGLE ACCOMMODATION TOILET FACILITIES: A. SUFFICIENT SPACE IS REQUIRED IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. B. LOCATED THE WATER CLOSET FIXTURE IN A SPACE WHICH PROVIDES A 32" INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE AND 48 INCHES CLEAR IN FRONT OF THE WATER CLOSET. C. IN AN EXISTING BUILDING A SINGLE ACCOMMODATION TOILET FACILITY MAY HAVE THE WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT WHICH PROVIDES A CLEAR SPACE OF NOT LESS THAN 36 INCHES WIDE BY 48 INCHES LONG IN FRONT OF THE WATER CLOSET. 4. LAVATORY: A. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE AND 8 INCHES MINIMUM DEPTH AT THE TOP. - B. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. C. THE TOP OF THE LAVATORY SHALL NOT EXCEED 34 INCHES ABOVE THE FLOOR. D. PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. E. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. F. NO SHARP OR ABRASIVE SURFACE AREAS ALLOWED UNDER LAVATORIES. G. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 POUNDS. LEVER - OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 5. URINALS: A. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. B. PROTECTION OF WALLS AND FLOORS. THE WALLS AND FLOOR SPACE, INCLUDING BACK AND SIDE WALLS, OF ANY URINAL STALL TO A POINT 24 INCHES IN FRONT OF THE WALL AND FOUR FEET ABOVE THE FLOOR SHALL BE HARD, BURNED GLAZED TILE, MARBLE, SLATE OR OF SOME EQUALLY NONABSORBENT MATERIAL. IF THERE IS NO URINAL STALL, THE WALL OR WALLS IN BACK OF OR AT THE SIDE OF THE URINAL TO A POINT FOUR FEET ABOVE THE FLOOR AND 24 INCHES ON EITHER SIDE OF THE URINAL SHALL BE PROTECTED IN THE MANNER HEREIN BEFORE DESCRIBED. 6. STALL URINALS: A. WHERE STALL URINALS ARE USED, ALL INTERVENING WALL AND FLOOR SPACE BETWEEN URINALS AND THE WALL OR WALLS AND FLOOR TOA POINT 24 INCHES ON EITHER SIDE OF THE URINAL OR BATTERY OF URINALS, SHALL BE PROTECTED AS HEREIN ABOVE DESCRIBED. 7. MIRRORS: A MIRRORS AND A SHELF SHALL BE PROVIDED ABOVE LAVATORIES AT A HEIGHT AS LOW AS PRACTICAL BUT NOT MORE THAN 40" ABOVE THE FLOOR. 8. TOWEL RACKS: A. TOILET ROOMS SHALL HAVE AN APPROPRIATE NUMBER OF TOWEL RACKS, TOWEL DISPENSERS, AND OTHER DISPENSERS AND DISPOSAL UNITS MOUNTED NO HIGHER THAN 40 INCHES FROM THE FLOOR, 9. FLOORS: A. TOILET ROOM FLOORS SHALL BE CONCRETE, FIRE CLAY TILE, CERAMIC TILE, MASONRY OR SIMILAR DURABLE MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5" AND WITH A COVE HAVING A RADIUS OF AT LEAST 3/8 ". 10. SIGNAGE: A. MEN'S FACILITIES SHALL HAVE AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND VERTEX POINTING UP. B. WOMEN'S FACILITIES SHALL HAVE A CIRCLE 114 INCH THICK AND 12" INCHES DIAMETER. C. SYMBOLS SHALL BE CENTERED ON THE DOOR AT 60" FROM THE FLOOR AND SHALL BE IN A CONTRASTING COLOR FROM THAT OF THE DOOR. 11. GRAB BARS: A. GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE OF THE BACK OF THE PHYSICALLY HANDICAPPED TOILET STALL OR COMPARTMENT SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LONG AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BARS SHALL BE 11/4 INCH TO 1 1/2 INCH OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 11/2 INCHES. 12. VENTILATION: A. UNLESS OTHERWISE SPECIFIED, EACH TOILET ROOMS SHALL HAVE ONE OF THE FOLLOWING SYSTEMS OF VENTILATION: (a) FORCED DRAFT SYSTEM OF VENTILATION PROVIDING AN AIR CHANGE IN SUCH ROOM EACH FIVE MINUTES. (b) AT LEAST 100 SQUARE -INCH DUCT IN THE VERTICAL DIRECTION (140 SQUARE -INCH DUCT IN THE HORIZONTAL DIRECTION) PLUS AN ADDITIONAL 50 SQUARE- INCHES OF DUCT FOR EVERY FIVE ADDITIONAL TOILET OR URINAL FIXTURES, OR FRACTION THEREOF, BEYOND THE FIRST IN SUCH TOILET ROOM OR ROOMS. WHERE MORE THAN ONE TOILET ROOM IS CONNECTED TO A COMMON DUCT, THE CROSS- SECTIONAL AREA OF SUCH DUCT SHALL BE BASED UPON THE TOTAL NUMBER OF TOILETS AND URINAL FIXTURES SERVED BY SUCH COMMON DUCT. NO DUCT SHALL BE DECREASED IN SIZE DUE TO CHANGE OF DIRECTION. AMERICANS WITH DISABILITIES ACT (TELEPHONE FACILITIES) 1. GENERAL REQUIREMENTS A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES BY48 INCHES THAT ALLOWS EITHERA FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. B. ONE FULL SIDE OF THE CLEAR FLOOR OR GROUND SPACE FORA WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MOVING CLEARANCES SHALL BE PROVIDED. C. SURFACES OF WHEELCHAIR SPACES SHALL BE SLIP RESISTANT. D. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. E. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN EACH RANGE. TELEPHONES MOUNTED DIAGONALLY IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HEIGHTS OPERABLE PART NO HIGHER THAN 54 INCHES ABOVE THE FLOOR. F. IF TELEPHONE ENCLOSURES ARE PROVIDED, THE MAY OVERHANG THE THE CLEAR FLOOR SPACE REQUIRED WITHIN THE FOLLOWING LIMITS: (a) THE OVERHANG SHALL BE NO GREATER THAN 19 INCHES. THE HEIGHT OF THE LOWEST OVERHANGING PART SHALL BE EQUAL TO OR GREATER THAN 27 INCHES. (b) IF THE OVERHANG IS GREATER THAN 12 INCHES, THEN THE CLEAR WIDTH OF THE ENCLOSURE SHALL BE 30 INCHES MINIMUM; IF THE CLEAR WIDTH OF THE ENCLOSURE IS LESS THAN 30 INCHES, THAN THE HEIGHT OF THE LOWEST PART OF THE OVERHANGING PART SHALL BE EQUAL TO OR GREATER THAN 27 INCHES. (c) ENTRANCES TO FULL HEIGHT ENCLOSURES SHALL BE 30 INCHES IN WIDTH MINIMUM. AMERICANS WITH DISABILITIES ACT (DOORS) A. ALL PRIMARY ENTRANCES TO BUILDINGS SHALL BE MADE ACCESSIBLE TO THE HANDICAPPED. B. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS (2 INCH) FULL BOW OR 11/4 INCH (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE DEAD LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION. C. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. D. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY HANDICAPPED. E. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. F. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, G. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, WITH 1/4 INCH • MAXIMUM VERTICAL CHANGE AT EDGE. MAXIMUM BEVEL ALLOWED IS 45 DEGREES. H. WHERE TURNSTILES ARE USED, A DOOR OR GATE THAT IS ACCESSIBLE TO THE HANDICAPPED SHALL BE PROVIDED WITHIN 30 FEET. AMERICANS WITH DISABILITIES ACT (PARKING FACILITIES) 1. THE FOLLOWING TABLE ESTABLISHES THE NUMBER OF HANDICAPPED PARKING SPACES REQUIRED: TOTAL NUMBER OF PARKING SPACES 1 - 25 26 - 50 51 - 75 76 - 100 101 - 150 151 - 200 6 201 - 300 301 - 400 401 - 500 501 -1000 1001 & OVER NUMBER OF HANDICAPPED PARKING SPACES REQUIRED 1 2 3 4 5 7 ' 6 9 2% OF TOTAL 20 PLUS 1 FOR EACH 100 OR FRACTION THEREOF OVER 1000 WHEN LESS THAN 5 PARKING SPACES ARE PROVIDED, ONE (VAN ACCESSIBLE) SPACE SHALL BE 17 FEET WIDE AND LINED TO PROVIDE A 9 FOOT PARKING AREA AND A 8 FOOT LOADING AND UNLOADING AREA. . 2. PHYSICALLY HANDICAPPED PARKING SPACES SHALL BE LOCATED AS NEAR AS PRACTICAL TO THE PRIMARY ENTRANCE. IF ONLY ONE ADDITIONAL SPACE IS PROVIDED, IT SHALL BE 14 FEET WIDE AND LINED TO PROVIDE A 9 FOOT PARKING AREA AND A 5 FOOT LOADING AND UNLOADING AREA. WHEN MORE THAN ONE SPACE IS PROVIDED IN LIEU OF PROVIDING A 14 FOOT WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23 FOOT WIDE AREA LINED TO PROVIDE 9 FOOT PARKING AREA ON EACH SIDE • OF A 5 FOOT LOADING AND UNLOADING AREA IN THE CENTER. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. 3. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. ALSO, THE SPACE SHALL BE SO LOCATED THAT A HANDICAPPED PERSON IS NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 4. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED SHALL BE PROVIDED FROM EACH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE EXCEPT FOR RAMPS LOCATED AT THE FRONT OF PHYSICALLY HANDICAPPED SPACES PROVIDED SUCH ENCROACHMENT DOES NOT LIMIT A HANDICAPPED PERSONS CAPABILITY TO LEAVE OR ENTER THEIR VEHICLE THUS PROVIDING EQUIVALENT FACILITATION. 5. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY HANDICAPPED SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION. 6. ENTRANCES TO AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES WHERE REQUIRED FOR ACCESSIBILITY TO HANDICAPPED PARKING SPACES. AMERICANS WITH DISABILITIES ACT (DRINKING FOUNTAINS) 1. DRINKING FOUNTAINS: A. WHERE WATER FOUNTAINS ARE PROVIDED, THEY SHALL BE LOCATED COMPLETELY WITHIN ALCOVES, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. WATER FOUNTAINS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: (a) THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL BE NOT LESS THAN 32 INCHES IN WIDTH AND 18 INCHES IN DEPTH. (b) THE SURFACE OF THE PATH OF TRAVEL AT THE WATER FOUNTAIN SHALL BE TEXTURED SO THAT IT IS CLEARLY IDENTIFIABLE BYA BLIND PERSON USINGACANE. THE MINIMUM TEXTURED AREA SHALL EXTEND FROM THE WALL SUPPORTING THE WATER FOUNTAIN TO 1 FOOT BEYOND THE FRONT EDGE OF THE WATER FOUNTAIN AND SHALL EXTEND 1 FOOT BEYOND EACH SIDE OF THE WATER FOUNTAIN. (c) WING WALLS SHALL BE PROVIDED ON EACH SIDE OF THE WATER FOUNTAIN. THE WING WALLS SHALL PROJECT OUT FROM THE SUPPORTING WALL AT LEAST AS FAR AS THE WATER FOUNTAIN TO WITHIN 6 INCHES OF THE SURFACE OF THE PATH OF TRAVEL ALSO, THERE SHALL BE A MINIMUM OF 32 INCHES CLEAR BETWEEN THE WING WALLS. B. THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES IN DEPTH AND THERE SHALL BE CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27 INCHES IN HEIGHT AND 0" IN DEPTH, THE DEPTH MEASUREMENTS BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. C. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY OPERATED BYA HANDICAPPED PERSON SUCH AS A HAND OPERATED LEVER TYPE CONTROL LOCATED WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN, A PUSH BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN ETC. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN SHALL BE WITHIN 36 INCHES OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2009 City of Tukwila BUILDING DIVISION I CONTROLS AND OPERATING MECHANISM REQUIRMENTS 1. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118B.4 THAT ALLOWS A FORWARD OR PARALLEL - APPROACH BYA PERSON USING USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS RECEPTACLES AND OTHER OPERABLE EQUIPMENT. SECTION 1117B.6, ITEM 2 2. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTIONS 1118B.5 FORWARD) AND 1118B.6 (SIDE) SECTION 1117B.6, ITEM 3. 3. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES (381 mm) ABOVE THE FLOOR. SECTION 11178.6, ITEM 3 AND SECTION 210-7 OF THE CALIFORNIA ELECTRIC CODE 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AN SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2N) OF FORCE. SECTION 11178.6, ITEM 4. 5. THE CENTER GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT MORE THAN 48 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. SECTION 308-8 OF THE CALIFORNIA ELECTRICAL CODE 6. FLUSH SNAP SWITCHES, THAT ARE MOUNTED IN UNDERGROUNDED METAL BOXES AND LOCATED WITHIN REACH OF CONDUCTING FLOORS OR OTHER CONDUCTING SURFACES, SHALL BE PROVIDED WITH FACEPLATES OF NONCONDUCTING, NONCOMBUSTIBLE MATERIAL METAL FACEPLATES SHALL BE OF FERROUS METAL NOT LESS THAN 0.030 INCH (0.762 mm) IN THICKNESS OR OF NONFERROUS METAL NOT LESS THAN 0.040 INCH (1.016mm) IN THICKNESS. FACEPLATES OF INSULATING MATERIAL SHALL BE NONCOMBUSTIBLE AND NOT LESS THAN 0.10 INCH (2.54mm) IN THICKNESS, BUT THEY SHALL BE PERMITTED TO BE LESS THAN 0.10 INCH (2.54mm) IN THICKNESS IF FORMED OR REINFORCED TO PROVIDE ADEQUATE MECHANICAL STRENGTH. FACEPLATES SHALL BE INSTALLED SO AS TO COMPLETELY COVER THE WALL OPENING AND SEAT AGAINST THE WALL SURFACE. SECTION 380-9, CALIFORNIA ELECTRICAL CODE. 7. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48 INCHES ABOVE THE LEVEL OF OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. SECTION 76-9, CALIFORNIA ELECTRICAL CODE REVISION N0. I_ p08- 3R RECEI VFP MAR 10 2000 PERMIT CENTL REV: A 3 49 EXISTING A.C. PAVING AND STALL STRIPING r L 3515 SOUTH 146TH STREET EXISTING CARPORT (11 STALLS) EXISTING RECREATION BUILDING EXISTING TRASH / ENCLOSURE EXISTING A.C. PAVING AND STALL STRIPING 166.13 SITE PLAN SCALE: 1" = 20' -0" 128.80 x x X EXISTING CONCRETE WALKWAY AND CURB, TYP. NOTE: REFER TO CITY OF TUKWILA PERMIT No. B95 -0425 FOR ADDITIONAL INFORMATION. 0 0 0 N Ld PROPERTY LINE TYPICAL 91.47 60.00 �r i44ths� to I/x VICINITY MAP PROJECT DESCRIPTION: UPGRADE EXISTING 1 HR OCCUPANCY SEPARATION PER FIRE MARSHALL APPROVAL AT CHILD CARE CENTER IN BUILDING B ONLY - NO NEW ADDITION OR EXTERIOR WORK PROPOSED LEGAL DESCRIPTION: NW QUARTER SECTION 22, TOWNSHIP 23, RANGE 4. LOT 6 AND 7, BLOCK 7 PLATT ADAMS HOME TRACKS. NORTH 253.65 FT OF LOT 6 AND 7, LESS THE EAST 91.47 FT OF THE SOUTH 5 FT OF THE NORTH 253.65 FT OF LOT 7 LESS THE NORTH 175 FT OF THE EAST 60 FT OF LOT 7. ACCESSOR'S PARCEL No: 004000 -0853 BUILDING DATA: CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING A AREA: BUILDING B AREA: V -1 HR R -1 MIXED USED FIRST FLOOR SECOND FLOOR THIRD FLOOR TOTAL BASEMENT FLOOR FIRST FLOOR SECOND FLOOR THIRD FLOOR TOTAL 6590 SF 6590 SF 6590 SF 19770 SF 3055 SF (2705 CHILD CARE CENTER) 6590 SF 6590 SF 6590 SF 22825 SF YaA�a s l taet4a°VIZQ2•.5B 176t1 r,4A^G C Load. = �} Ob-114An T m ew( ma cmisre,(7110,1 &iea Couvyaims as wvJed reps} Ind fivt ktm 'FM/ 14)1S lf s't tvi NOTE: IF DRAWING SHEET IS NOT 22" X 34" THEN DRAWING IS NOT TO SCALE. GENERAL NOTES 1. The Contractor shall verify all dimensions and all conditions at job site including building and site conditions before commencing work and be responsible for same. All discrepancies shall be reported to the Architect. Any errors, ambiguities and /or omissions in the Drawings or Specifications shall be reported to the Architect for clarification. The Contractor shall provide temporary bracings as required until all permanent connections and stiffeners have been installed. 2. The Contractor shall coordinate with the Building Department for all required inspections. The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these Drawings shall not be carried out without written permission from the Architect. 3. Plan dimensions are to face of finished wall or face of concrete, U.O.N. 4. Contractor to do no excavating in drip line areas below existing trees to remain. Contractor shall be responsible for replacing any landscape elements indicated to remain if they are damaged by construction. 5. DO NOT SCALE DRAWINGS FOR DIMENSIONS. Where there is a discrepancy between written dimensions and actual dimensions or conditions, contact the architect for interpretation prior to commencement of work. 6. INSULATION REQUIREMENTS: Floor: R -30 MIN. Roof: R -38 MIN. Exterior Walls: R -21 MIN. Window U— factors: U -0.40 MAX. Headers: Provide 2" rigid IP exterior side of header 7. BUILDING WRAP: 2 layers Grade 'D' 60 min. paper. 8. All openings to be caulked, sealed and weatherproofed, all framing will use SGS Advanced Framing Techniques per current Bonneville Builder's Field Guide. 9. Ventilation © attic: Per plan 10. DOOR HARDWARE: Minimum 1" throw on dead bolt or dead latch for all exterior doors. All locks must be able to be opened from the inside without the use of a key or any special knowledge or effort. 11. All DOOR ROUGH OPENINGS to be 4 1/2" from adjacent wall U.O.N. 12. These Drawings are the exclusive property of the Architect and can be reproduced only with the written permission of the Architect, in which case the reproduction must bear their names as Architect. DRAWING INDEX A -1 SITE PLAN A -2 FLOOR PLA A -3 FLOOR PLA / SEPARATE PERMIT REQUIRED FOR: Mechanical �,Electrical tr! 'iumbing tw Gas Piping City of Tukwila BUILDING DIVISION S S FILE, COPY Permit No. COD CC IPLi�►�" SE? 2 3 2008 Ow Of Ttal rn% Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: 9 /� y/a City of Tukwila BUILDING DIVISION REVISIONS N o changes shall be made to the scope of work without prior approval of - Tukwila Building Division. I I NOTE: Revisions will require a new plan submittal AUG 0 7 2000 PERMIT CENTER X08- 39b REV: Q Q C b O ` 0 M ,c° � to C aim ∎15 N N A -1 a w J 0 D_ w co 0 0 0! 0 a w 0 O_ BDRM 1 •rrrr111rrrrrr11i...iir I I. l 11111111111161. I -. �1 KIT i DIN 2 0 8 BDRM 1 ,,..•.. ■lIA��II I I IT IT K BDRM 2 BDRM 2 308 LIVING LIVING U DN DN , • LIVING LIVING BDRM 777 t POI F At SHFI F 207 DIN BALCONY BDRM -r-n- WARDROBE '1 t POLE & SHELF BALCONY 0 1 0 0 307 DINDIN 0 00 0 I I I 0 206 306 UP DN DN CONCRETE ENTRY BRIDGE AND WROUGHT IRON GUARDRAILS TO REMAIN 205 r 1 0 305 L I 0 0 0 e ■ 0 0 0 0 0 0 LINE OF ROOF OVERHANG ABOVE 0 0 r 0 CO 0 0 204 304 I I 0 UP DN 0 1 I 1 D 203 303 0 0 • 0 0 N 00 1 00 co 0 Co 0 0 0 0 0 0 202 302 • UP DN 201 • 0 0 0 I I SECOND FLOOR PLAN BLDG A&B NO WORK) SCALE: 1 /8" = 1' -0" DN 301 NOTE: IF DRAWING SHEET IS NOT 22" X 34" THEN DRAWING IS NOT TO SCALE. 0 0 Oi 0 ffN THIRD FLOOR PLAN BLDG A&B (NO WORK) SCALE: 1/8" = 1'-0" boa -3% .. v a.1_ r d :U (' 1� CO DE COi PL - APPROVRD SE? 2 3 2333 City Of Tul (Wila jUI IN lG IVISI P RECEIVED . AUG 0 7 2008 PERMIT CENTER 6383 \ REGISTERED ARCHITECT DONNA J. BROWN STATE OF WASHINGTON REV: a � rcs O b m a M 0 c o'pw0 E O 1O ff J O� Tr Tr 00 C c Z in kr! A -2 .. .. fie '. •#.rIP. .. R ... .. ..■,...... faaw..!,,,,. �� I 1 2 n 4 5 6 7 FIRE CORRECTION LEGEND AREA CLEARED CIRCUIT REPAIRED WIRING NOW ENCLOSED IN CONDUIT FINAL SEPARATION IMPROVEMENTS TO BE MADE AS INDICATED ON BASEMENT PLAN LOOKIN IT UP EXEMPT DOORS REPAIRED WALL LEGEND - EXIST 12" THK. FULL HT. CONC. WALL TYP. NEW WALL w /2HR OCCUPANCY SEPARATION EXIST WALL w/2 HR UPGRADED OCCUPANCY SEPARATION EXIST WALL TO REMAIN NOTE: INSTALL FIRE STOP SEALANT (3/4" DEPTH) AT DUCT TO CEILING ASSEMBLY PENETRATION (U.L. FC1009 FOR MTL DUCTS) TYP WHERE OCCURS PATIO 0 QA FILE NQ. FC 5710 PROPRIETARY American Gypsum Company GAP Gypsur Lafarge NArth America inn. National Gypsum Company PABCO Gypsum Temple- lnfand Forest Products CorparhtIon United States Gypsum Company 0 GYPSUM BOARD P PROPRIETARY* WOOD FLOOR, WOOD JOISTS, .GYPSUM WALLBOARD, RESILIENT` CHANNELS Base layer 5 W proprietary type X gypsum wallboard applied at right angles to 2 x 10 wood Joists 16' a,c with 8d c ament coated nails, 2 : tong, 0.113 .shank, 1 /u" heads, r o.c Resilient channel 24" 0 C,; applied at right angles to wood framing through base layer � " screws, Double channel installed at face layer end joints. Face layer stare witt3 le long e �' J Y proprietary type X gypsum wallboard applied at right angles' to resilient furring channels. p. . � rr 19/3z" with 1- � Type S strews 12 o.c. Wood joists supporting 5 132 plywood subfloor and plywood finish floor :applied at right angles to Joists with joints staggered. Consult gypsum board. manufacturer for Other flooring options. Ns" FireBloce Type Wte'r ToughRocke Fireguaro G site. Flrecheck Type C - 5 le" :Gold BQndV Brand FIRE-SHIELD CT4 Gypsum Wallboard slat 'FLAME—CUR Super °C' 5 1e" TP •C SHEETROCK9 i rand FIRECODEtlfi C Core Gypsum Panels 0 2 HOUR FIRE Approx.: Ceiling Weight 5? psf Fire' Tee: UL. R1319 7-21- UL Design L511 "Contact the n nufa uter tor more detailed information on proprletaty products. NOTE: 2 WRAP EXISTING POSTS IN 5/8" GWB FORA HR RATING TYP 1,,P1 1 Oda. i e c, 0 WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS Base layer sfe" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood Joists 16 0.C. with ad nails, VA" long,: 0.113 shank, 1 fa {' heads, 7" a;c ilia t furring `" R+as n u g ci3antrals 24 p.c. applied at right an Iris to joists - through rasa layer with One 8d nail, 2 long, 113" shank,'14/ 64" head, at each Joist, Face layer 5 4 1 proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels with 1" Type S drywall scrams 12" a.c. Double channel installed; at face layer end joints. Wood joists supporting 1" nominal T & G wood subfloor and 1" nominal wood finish floor or 19 f32" plywood finished floor With long edges T & G and : 1 5132 w Interior plywood with exterior glue subtlaor perpendicular to gists with joi staggered: g Per n A joists I r1ts. sggered PROPRIETARY GYPSUM BOARD American Gypsum Company - 5 fe'° Fireelocc® Type BPB America Inc. s /e" ProRocc Type:C Gypsum Panels: G-P Gypsum tite'R ToughRc.ck Fireguards C Lafarge North America Inc. Lila Firechecke Type C National Gypsum Company sir Gold on Brand FIRE-SHIELD C's' PABCO: Gypsum Ternpl lniand :Far€rst Products Corporation STORAGE PROVIDE NEW 5 /8" GWB 1HR RATED CEILING EXISTIN FIRE DOOR .Ii gr OPEN AREA (2) LAYERS 5/ GWB OPE\ AREA ADDITIONAL FROM „ PROPOSED a FIRE DOOR EACH SIDE CHILD CARE�� NEW ACCESS CORRIDOR bun DIN 108 EXISTI \G CRAWL LIVING M.■. ■W'l moulmr mmo � a.il..l l..■►■ W: :� �I 'WARDROBE POLE & SHELF LIVING 107 DIN NOTE: CHILD CARE CENTER AREA: PER FIRE MARSHAL APPROVAL (SEE LETTER) USE GA FILE NO. FC5710 (SEE DETAIL) © ENTIRE EXISTING GWB & SOUND INSULATED CEILING BETWEEN BASEMENT CHILD CARE AREA & APARTMENT RELATED AREAS. (STAGGER BUTT JOINTS PERP. TO STUDS & /OR EXISTING DRYWALL) — NO OPENINGS TO EXTERIOR — FIRE TAPE AND TREAT JOINTS AND INTERIOR OPENINGS < TCH EN mown BASEMENT PLAN BLDG B (CHILD CARE CENTER SCALE: 1/8" = 1' -0" EXISTING CRAWL LAUNDRY (APARTMENTS) (2) LAYERS %" GWB EACH SIDE a GA. FILE NO. FC 5724 0 FLOOR-CEILING SYSTEMS, WOOD FRAMED PROPRIETARY* Gypsum Wallboard stir FLAME CURB& Super'C""o 5 4`3" TG-C 0 NOTE: IF DRAWING SHEET IS NOT 22" X 34" THEN DRAWING IS NOT TO SCALE. Approx.. Calling Weight Fire Test: FIRST FLOOR PLAN BLDG A&B NO WORK) SCALE: 1/8" = 1' -0" 5 psf UL R2717-35. 10- 21-64, UL tiger L505 ULC Design M503 Not: A'i( kt 6-heRathai wags mict 60(uhwik o `� CWss -I�uA'�t Owv,�- hccct+y bt P41a1t'3 A, 21ttAw aSsovt use &Q9' 00. WP 41%4 afpUcclw. .�tot - 644ad Un�e�froh r, o tAt w 684ivwt bea�ri� 144.1444 h-GVS brs 'C p� X Akt- ;nsWLcd VeA( Ott, \c 6 :' : ce Eva vt.:m SEP2 COI 00-0,011a Qtr BLYVING QD Doi - 3q6 RECEIVED AUG 07 2008 PERMIT CENTER REV: C CO O as d . <4 CS t C al C • O 0 7:3 O a 0 1/40 oo 1/40 1/40 N N A -3