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Permit D13-059 - FRUITITUDE AT NORDSTROM - TENANT IMPROVEMENT
FRUITITUDE AT NORDSTROM 100 SOUThCENTER MALL D13-059 City ofukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 100 SOUTHCENTER MALL TUKW Suite No: Project Name: FRUITITUDE AT NORDSTROM Permit Number: D13-059 Issue Date: 04/08/2013 Permit Expires On: 10/05/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: ANTHONY ROXAS Address: 60 BRADY ST , SAN FRANCISCO CA 94103 Contractor: Name: R & H CONSTRUCTION CO Address: 1530 SW TAYLOR ST , PORTLAND OR 97205 Contractor License No: RHCON** 194P0 Lender: Name: Address: Phone: 415 857-8406 Phone: 503-228-7177 Expiration Date: 07/29/2014 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 550 SF JUICEBAR AT THE ESCALATOR LOBBY OF THE NORDSTROM DEPARTMENT STORE Value of Construction: $125,000.00 Fees Collected: $2,773.45 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-059 Printed: 04-08-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 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: fail Date: f3-13 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 grant' • r „• • oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction j o e o ' ork. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permi Signature: Date: Print Name: JVJo,41'J QSdtJ 8//3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On doc: IBC -7/10 D13-059 Printed: 04-08-2013 work requiring Health Department approval. the contractor's responsibility to have a settlans approved by the agency on the job site. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: 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. 13: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 14: Under a Plumbing Permit proposed waste/drain line(s) shall be connected to the existing outside grease interceptor. If outside connection is not possible Fruititude shall install a separate interior grease trap/interceptor. install a separate interior e 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, ceilings, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 19: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-059 Printed: 04-08-2013 • 41. CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: oriH �3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 100 SoV tN CFNTh2 MALL, King Co Assessor's Tax No.: `/ 2 0 Z 7'O/ 3 0 Suite Number: Floor: 3 Tenant Name: s‘ FR X1171 runt-" (Nol?DSTROM) PROPERTY OWNER Name: WEA S Ov'TM[ENTh►Q t,LC C./O W EST Fla -P , 1;. LC_ Address: t- 116 0/ Lil t S H IRE BLVD, l / t4 No City:Los e alts State:6-- Zip:7002S CONTACT PERSON - person receiving all project communication Name: AN—r p 09 OCAS Address: 6C) 1112,40/ S 1 City: SA n/ ,-ANCIS C State: CA- Z'py,,,v3 Phone: Fax: 1i S. e. 7 84106 it/S.3Y7 yg75 Email: AArT HOA' Y fp 4QCH/TEGTC'kVA AOUCH7.cOA4 GENERAL CONTRACTOR INFORMATION Company Name: inf% Coysnevc7,oi ddress:/ c30 1/./ T4 *OK 57 - Address:/,c30 -City: City: 1-0tZTc.444, (-)State:Oi Zip: Phone: Fax: So3 2 Z.Y.7177 Contr Reg No.:1 4 y p Exp Date: Tukwila Business License No.: Q JS. 45”.3 y8, k1:\Applications\Ponns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Yes f Z..No ARCHITECT OF RECORD Company Name: IIRCNITEC t/KEUr 1.16117 Architect Name: MARK S'rEVENS Address: 60 B/eADy sT City:SA N F KAN<<S CO State: Cd4 Zip: 9,1003 Phone:Li/ S . 6 76. 3 yyi7 Fax: 4115.3 77 4 3 7S Email: M AR K (Ainit (WEc7 tigee-Amo a c, 1T. co M ENGINEER OF RECORD Company Name: H ARGIS eN6/NE S, lhvc. Engineer Name: 8013 01 So N Address: 600 S /EWA1¢T ST, STr l oo0 City:Se. 47 T L State: w R Zip:96r10 Phone: zo6. H41ff 337a6: Email: 608 (J 1-IAl26lS. 13i2- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 4/04eD1 FlV negb Address: A. City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1 25, 000 Describe the scope of work (please provide detailed information): COM S 'rlpVC T Ip/1/ op A' NEW duic ltAK (S50 se) .4T TH E ES c.A t 4-"r0 t. ori t37 o A M CH OR T) E PST ms' A T S To la G. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes No if yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): 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? 0 Yes D No If "yes", explain: FIRE PRCTION/HAZARD MATERIALS: Sprinklers Automatic Fire Alarm D None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locutions on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. II:\Apphcauons\Porins-Application On Line \2011 Applications\Permr it Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1't Floor 2nd Floor 3rd Floor SZ, f(00 SS O N/4 72 Q 6 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): 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? 0 Yes D No If "yes", explain: FIRE PRCTION/HAZARD MATERIALS: Sprinklers Automatic Fire Alarm D None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locutions on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. II:\Apphcauons\Porins-Application On Line \2011 Applications\Permr it Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 t 1 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT 1 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 0 Signature: Print Name: ,M4&'< S?EUENS Mailing Address: 6C) 3R4 p f S T H:\ pplications\Fomu-Application On Line\2011 Applications\Peiinit Application Revised -8-9-1 I.docx Revised: August 2011 bh Day Telephone: SAA/ FIeANcrs ed City Date: 2/1/-z.0 r3 41/S.676.399'1' cA- State 9' Y/o3 Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D13-059 Address: 100 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/14/2013 Applicant: FRUITITUDE Issue Date: Receipt No.: R13-00817 Initials: JEM User ID: 1165 Payment Amount: $2,768.95 Payment Date: 02/14/2013 02:12 PM Balance: $4.50 Payee: NORDSTROM TRANSACTION LIST: Type Method Descriptio Amount Payment Check 61244708 2,768.95 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES 000.322.100 000.345.830 Total: $2,768.95 1,678.15 1,090.80 �.i..1e..1• AO 1A 7/11'1 • City of Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D13-059 Address: 100 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/14/2013 Applicant: FRUITITUDE Issue Date: Receipt No.: R13-00818 Initials: JEM User ID: 1165 Payment Amount: $4.50 Payment Date: 02/14/2013 02:13 PM Balance: $0.00 Payee: DUNCAN OSBORN, NORDSTROM INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 014773 ACCOUNT ITEM LIST: Description 4.50 Account Code Current Pmts STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $4.50 .i....• pesos na Prinfari• m_121291114 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd_, #100, Tukwila: WA 98188 tr., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr j cti ITt;11db� Type of Inspection: - 1-1rtlA{„_ Address: jOv GO04-1I'ftI1 Date Called: Special Instructions: Date Wanted: aim., — S — i3 p.m. Requester: Phone No: O 3-6 IS -4937 L`J Approved per applicable codes. Corrections required prior to approval.. COMMENTS: ft:3P r ft•1 t?:9-v k 1 g -k i F 7,-\ - ( .00014001-Nac, Insp�e., or: (_&J --, n R4SPECTION FEE REQUJRED. Prior/to next inspection. fee must be ..91d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `4" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431-3670 Permit Inspection Request Line (206) 431-2451 .)13'®S 1 Project: U b FLl rr r � Type of Inspection: � ;� : &.)- t � c NC.. Address: i 0 6 SL &4A(\ Date Called: Special, Instructions: Date Wanted: S ( ` r 3 p.m. Requester: Ph5e4. 3(9-432.. Approved per applicable codes. Corrections required prior to approval. - COMMENTS: �- �% .(..,,f)/7";re" // . A /jam ' / - VY / N 1.0 e1L93, — A4i • \ •1/ r. Date: n REJNSPECTION FEE REQ IRED. Pe or to next inspection, feet be id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,PERMIT NO. _CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: f , /ii7 rLIOC Type of Inspection: -FD AnC N r-, Address: • i 06 S(10 o%, rn LC -- Date Called: Special Instructions: •rc t r-io2 Date Wanted: a.m. m" Requester: Phone No: rq Com-' "7SO--_3 7Z C6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I ins pec' rr: I „„-' , EINSPECTION FEE REQ IRED. Prior to next inspection, fee_must-be--) paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date' INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project Sprinklers: e5t Type of Inspection: Fire Alarm: ‘(v\ v.,, ..(... Hood & Duct: Address: Suite #: ((Db S tC ‘ c.t\\ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: N. Sprinklers: e5t ' Fire Alarm: ‘(v\ v.,, ..(... Hood & Duct: ' ' \ 2:; Pre -Fire: Permits: Occupancy Type: \ 1Y\ CIC.- ,-.k.s,.\.L__ 4 _.0 DI -46 t- \'-‘.. 1..c...t vv. 0 4- n,( ‘......\Q-, \.......0 r\c V\ Q. lk... . _ m.1, 1 Needs Shift Inspection: \J-.-" \\-\ cam„ s Sprinklers: e5t ' Fire Alarm: ‘(v\ v.,, ..(... Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: \ 1Y\ Inspector: klor\31 Date: (..411/4\\ Hrs.: k $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc . 6/11/10 .. .T.F.D. Form F.P. 113 CORRECTION LTR#� o s9 FILE COPY Permit No. NORDSTROM FRUITITUDE Tukwila, Washington Structural Design Calculations March 2013 Prepared by: ACOFFMAN 1601 Fifth Avenue, Suite 900 Westlake Center Office Tower Seattle, Washington 98101 (206) 623-0717 REVIEWED FOR CODE COMPLI,NCE APPROVED APR 0 3 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 10 2013 PERMIT CENTER F2l.)tTITX 6 (On <.R-ot6 6 +IAA PetiakQnj-k I.76s1C�v�. 3 4," (oAntng . Conc.2E{s `r3esiu -eA 42•nit& ' F . Comic P M sp,4Uv = 3'-0" a. e. 5oe_ 1 6 At..0. hes. bW + -2_( b1,4) 1114 {c-cvnsv . co- - 21 -6 4 r� �c = 6"+ (30" 3c" Zt) be = 6" + (Z)(E)(1) c>�" C) ht = f�f = 26b" = 67 be = 36 �ouv pS' coo 10024,41 _ (5opct- L. = 1ri v �L = zoo(�lF (.4v6lo.AD - 75 psF 626i-dtl)&3') = 2'25 pc - LL = 22s pcx AFOFFMAN GINEERS project IjJ0R.-t ru✓& �21t��te-TY� by G-(. location _No As FleieekfaEw^ date V/5/l3 sheet no. l client checked date job no. /3ij ( SEA -81204 (354M 10Ar>44 p6R- Acz FOR- She.4 Crrr) tlnb64-, U46 ,Otn� couset w - VL, -evi./2 (.2_ (7_00)4 I' 6 t(22S) = 6Q0 pcl 6.10 C. 704- , -- 7-j Pc(b)(AE.) -F 'i, o t. ((i,s C7.75 VG... < vi/` a {k01 cs V*Ai cUvLF-E', R_ , riattin Hota.s4ckrti. t? -31-6 " t ern. rte • Cet 1/4/6, 6 (6".1o) _ v��> �� vw = 24, s 4 -- rt. /65' - rt.165' C7661) p6Sec4toA_ 3/-6 6.13, b d>V - t,itC, -Are by 1O (c, Lk = (r.r- Co:15) (5.52- ` L{ = 1.01 c* w t 4 tm, ' *N9!FMAN N E E R S project jlkUzr ry✓VL Qkcit4vt/'� by et -LE: location J-.0 s c?er`44 (At V �. client date 3bl jt'S sheet no. Z checked date job no. ('311-7 SEA -B1204 F20 IT/ DA P.6 . CotnC Atl 0, 'D. .:!s 13 " liestyv. Azst✓mp}tons'. S((6.ia.: TAp62tA St-J1c ' A(ov 6 ✓-ew (yen-el 1244 ✓� B6N17t?\ : ►.�e9ltc( to per -e.,) s-ccdtor, . A5LM6 i110W PQM k)f b� =i'3 K= G t/Lti6C S pGn 5 Z{ - o' x o G12o6,L (GL loat� / Jc .L(,. •-- So,41, c4. 62-(7-ttnG E. 2) ¶o ..4 JFCt2a�l,n6 T) . = 8A--4 (I-1 FOZOAA. ?er-vtLMS CcIC . 1T) U OG.l1, of C,t R-rpf rn 6 , 17C Corp os e c• l)cck III) A-4 (-QT. 6Nve-11-' c E-GQ-1-n11ns') COM por46 412 Co&c.. uJ/ (12.1 20 4k 7>ccit_ Tar Al. 51°6 dcpt = 6" Conce.6r6 WT = 60.Ppsf TSL = 63.!'psf TRi cio 2U4A peck_ = 2.3 es - j 'ISL = 189,3 pt,t5 SOvtEL d�G�tnttnc, 134.'—t wT. (.0T = KO 1 -074 -004/'5A -z,)+ ('q/z� (t/z.) ('/z)C''/r..')1 co_t Ti = 2. -7 LI. pc -F, 19C– = 2QvpC,P _\ 43 fn.c' 'CUT'+( Sponnrn3 24 -o'r ___- _ T0r14 .cjr_.' 'LOU (�Af')6sa) ..._ _ 66.,66 p F _ i (2-'1',L7_4'> I�(. o‘..) Ctlt2t�6t = 66•66., prF 62) -) = `U' U;(�,�it,C._ AN G I N E E R S project 4.3 f4 ck t LA.T 6 by a,tl location 13A-1 peneirztlo's date 3/(5/13 sheet no. 3 client checked date job no. (3M(/ SEA -61204 p r E Grzttat1 (IS = 1125 p c,F (>J� = 1.2 ((�93 t 1474.5 4 bc..10 f (• 6 6t2.6 W 6- = 3.55 k.ct= 06A217551 qv` CSN•e•L>Z @ (A- att oE' 16,P(1cXAS� \ = W .Q n /2... = -0" (3.ss)(2z'0 = L17 6 LT.' 142.6 k �'- '3 poc 4,6c. a)l 5 co/4 LA- S N2.6 VC/-) \.16/-• R,? -7 k 12' V� = 1.11 Vc. = O•Cz>r,.1e.s> = 2l_oy k- cncTtc..& < d -o✓l oL Ih,/ St�.Ed.0 c,..r 5pm wpoa) = (A.) -e .1-/tti /...je e A -k nn 0/ t.6A1C ee 6,c& 6 L1 64 CA C/i" �t ILSC (U l 6dLl � moe.c. then Z Spar+3 ttii = c434.v,'/0 F t g_ST 1 6-4'6a< s- parr d.pp atIT t. (7.3.55) : fk _ 1,41-4v- c .tis)(74('-) 2 04 • Fa 1v ACOFFMAN N G I N E E R S project tom! O2 rbSt.rGn& Fiu.„..1 4 by e. -F location re lt..l Foet tt i t,n date /15/l3 sheet no. Y client checked date job no. 1'31t( SEA -B1204 i>?5/1vI ,6AM. FGA._ OU'etrote 1c),A J1� A:5 3 Una cOv ‘/2..1 20s (17-:) 6. (To (6c>) As (o ,q d es -414 L{cn Ac 136AM Til plL [t �=/, 33,15 AJ M 6 K 45' (3 ASL c -V - c3:.1� r� ; ?5 - (r.s 4 c) 15Y2.- : '3(,4)is a 01 LASE /iS(Vtt� 04) i 6 ria Aa C406,20) A s (16.1- 0.0 (1)(1(. c)-15 ot v 16.'- otUv - 1,13160, 1,�6rvlR a�- p,,,,,,,, = -3 -„.1,.,0 4,0.. = o.0t)z7 P= Ct.16) = 0.0(214 '7 O 4.4)7-1 de_ Cj3)61(tn. c) Cltiec�- 4etisto,A claotle rte. ft = O,e,S 0, _ A.S = 6oCr.16 011'5i id- 6 o•VsC�)Ct3l c e 3. i f..)S/0 �1; ; 3. 15 rh 3,165 333" to 0,021 .v914_ _oL Mtn ? 0,10(cu)(i•`16;)j!13i.gZS-- :_ Mv, = -2.)-)0 k p F{ 1 �COFFMAN N G 1 N E E R S project A./ye-n9k•.iWti'L Elba ykit t�.Ai=E by CA-l.F location FS &4 Nt . rt tb date "aiIt(I3 sheet no. 5 client checked date job no. I3etl SEA -81204 STolgup spactrn �> 28,t25k- Z C; S-eG-I t � ' 4 i� �t✓� 0.16 1'5.02 - y eS . /Lo avr j eq n Si 100vp5 v -En , (MA)I cIp ACtn1 nc)1- �Os51na� 0 p (Q^^ ca-P- 6d>U M�R'ftcO4tows J 7D.,,54rvtr<2e,¢--t G C-RcneAl "iCC4SGtbA+2 r) L. = 0,46 F�X�LG `i>oz_ = d. E)5 (Assvrn'^04) A 6 s) Eq I`-'{07)' 1-CT7 glLi{ c? 6L-cisi,n& . 1 COFFMAN N G I N E E R S project I.0CPsiru.t- Fie,,,4 by CCF location SA -4 ( a It>^ date '?/l4(r3 sheet no. 6 client checked date job no. 1310 SFA -91204 111 RAM Steel v14.03.02 DataBase: 12685-HWH-rj1-13 0111 Building Code: IBC Floor Map. 01/25/13 15:01:30 Steel Code: AISC360-05 LRFD Floor Type: Mezzanine Nt--Y✓ V\IATE2 I I EATeit IBCA T Lc3!Ut NO/ T04'1E-AL 21(7 HV.(P I Acca T fcc.uOE ►2 E J FRAC 24o Ape Qc-p4Tc C�IEC.� kxi67II(67 122k'. DtcK Pelt UErzcc., (L) DrC4- - zociA D c SPAtilG =p6-� M .•.301) ocC6'/Z')L/ - IS(�tll 0-- riff IO125 F IZSps _ I D �� , 3` 1, 2 z n F,r MAY I /5 uiFr C Y (PK) RAM Steel v14.03.02 DataBase: 12685-HWH-rjl-13 0111 Building Code: IBC Floor Map Page 2/2 01/25/13 15:01:30 Steel Code: AISC360-05 LRFD Surface Loads Label DL CDL LL Reduction CLL Mass DL psf psf psf Type psf psf Storage 83.0 68.0 125.0 Storage 20.0 0.0 Mechanical 295.0 68.0 125.0 Storage 20.0 0.0 • • DRAWING REVIEW COMMENTS PROJECT: Southcenter Fruititude JOB #: 12.040 Permit # D13-059 DATE: 03.19.13 MEETING #: TO: Allen Johannessen FR: Anthony Roxas CC: RE: Initial Building Comments Drawing Number JA1.0, JA1.2 JP1.0-1.4 S1.0 Note: Code Reference Plumbing Plans Engineer notes & Calcs Comment Response: 1. See structural sheet S1.0 regarding special inspection notes. 2. See attached Calcs/Assesment for the penetrations through the concrete beams and any other items engineered. 3. See sheets JA1.0 & JA1.2 for code reference corrections to show compliance with the 2009 International Code. 4. See Plumbing sheets JP1.0 — JP1.4 to show the method of how the DWV plumbing shall be vented to the exterior from this space. CORRECTION bO5' RECEIVED CITY OF TUKWILA MAR 2 0 2013 PERMIT CENTER A R CHI T '.E C TUR E & LIGH T Darrell Hawthorne, Mark Stevens,Principals 60 Brady Street, S a n Francisco, C A 9 4 1 0 3 p. 4 1 5. 6 7 6. 3 9 9 9 f. 4 1 5. 3 9 7. 4 3 1 5 www . a r c h i t e c t u r e a n d I i g h t. c o m March 4, 2013 • City of Tukwila Jim Haggerton, Mayor Department of f Commun ty Development Jack Pace, Director Anthony Roxas Architecture & Light 60 Brady St San Francisco, CA 94103 RE: Correction Letter #1 Development Permit Application Number D13-059 Fruitude —100 Southcenter Mall Dear Mr. Roxas, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, c D Bill Rambo Permit Technician File No. D13-059 W:1Permit Center1Correction Letters120131D13-059 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 21, 2013 Project Name: Fuititude at Nordstrom Permit #: D13-059 Plan Review: Allen Johannessen, Plans 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. New revised plan sheets shall be the sante size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Per the engineers notes for anchorage and fasteners, the specifications refer to ESR reports where those reports also specify special inspection requirements. Provide notes for the special inspections, if required, for specific anchoring methods specified on this permit. Specify if special inspections or observations shall be required for coring through the concrete beams. If not required specify "special inspection not required" on the plan. 2. Provide engineers calculations/assessment for the penetrations through the concrete beams and any other items engineered. 3. Codes on the engineering refer to Washington state building codes. Cover sheet "Finish Schedule" for "Wood" refers to CBC building codes. Change all related code references to show compliance with 2009 International Building Codes (2009 IBC). 4. The plan shows new plumbing drain waste (DWV) installation. Provide a plumbing plan to show the method of how the DWV plumbing shall be vented to the exterior from this space. Air Admittance Valves (AAV) shall not be allowed. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104-1818 206-263-9566 Fax 206-296-0189 TTY Relay: 711 www.kingcounty.gov/health March 15, 2013 Anthony Roxas Architecture & Light 60 Brady St San Francisco, CA 94103 415-857-8406 ID Public Health LA1 Seattle & King County RE: Plans and Specifications for the new smoothie kiosk at: Nordstrom "Fruititude" 100 Southcenter Mall, Tukwila, WA 98188 SR1333088 P/E = 6712 Dear Mr. Roxas, The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05-06 (The Food Code) are hereby APPROVED and subject to the following conditions: • Hot water generation and distribution systems are required to be sufficient to meet the peak hot water demands throughout the food establishment. Your establishment has been assigned the following plan review service number SR1333088. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator/owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. RECEIVED CITY OF TUKWILA MAR 2 0 2013 PERMIT CENTER • 2. Obtain a preoperational inspection approval. Contact Michael Bratcher (206-296- 9741) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator/owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator/owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $402.00 fee (+$201.00/hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base plan fee for this project. An invoice may be sent to you after the preoperational inspection. Your permit to operate will be sent to you after this fee has been paid. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, ichael Bratcher Plan Reviewer Senior Health & Environmental Investigator 206-296-9741 www.michael.bratcher(c(7kingcountv.gov cc: Berhanu Alemayehu MB ' ! r ; j `r' 1 :: GM • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-059 DATE: 03-20-13 PROJECT NAME: FRUITITUDE SITE, ADDRESS: 100 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 03-21-13 Not Applicable Permit Center Use Only LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: INCOMPLETE LETTER MAILED: TUES/THURS ROUTING: Please Route 1K Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-18-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 oPERMiT COORD COP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-059 DATE: 02/14/13 PROJECT NAME: FUITITUDE AT NORDSTROM SITE ADDRESS: 100 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENT : a-1- -I Building Division P ublic Works Ci >&t3 1 Fire Prevention Structural mil 0_ • Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 02/19/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ] Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/19/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 2-1.— Departments issued corrections: Bldg 4 Fire 0 Ping 0 PW 0 Staff Initials: • • 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3//'//3 Plan ChecWPermit Number: D13-059 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 D Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Fruititude Project Address: 100 Southcenter Mall rites?vvj Crry OF Tt1KWH..* R 19.2013 PERMIT CENTER •Contact Person:An/Moil eo�tAS Phone Number: - (�4{ t S, 8 S 7- $Y� 6 Summary ofRevision: SEE srpic-r 'AL SHEET 4 cA-CS Fo-g COMMENTS /d, 2. SFE SHEETS t)AO-1 G JA l•Z FoR co MMEN T 3. S£E pLVMl3INC, Pt'INS Pcr12 COMMENT Y. Sheet Number(s): TA cm i A 1.z S ! 0 J'PI- 0 JP/. Z YP /. 3 , T P/. 4'1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: Entered in Permits Plus on \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: r- 3 i3 • Permit App. (0/ Y 1$? IBC Edition O? & State Amend. Project title: i-I^ki Ti 714,4_ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. ick) Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. ®- Review for conformity with special detailed requirements based on use and Occupancy. 0� Review for conformity with Type of Construction requirements of Chapter 6. ►�. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. (D, Review for conformity with requirements for fire protection systems of Chapter 9. 1C3* ----Review for conformity with requirements for means of egress requirements of Chapter 10 -eview for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 c Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Peer Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company R & H CONSTRUCTION CO 5032287177 1530 Sw Taylor St Portland OR 972051819 Out Of State Corporation NOR -AM CONSTRUCTION UBI No. 600417535 Status Active License No. RHCON**194P0 License Type Construction Contractor Effective Date 10/20/1981 Expiration Date 7/29/2014 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status RHRESCC994M4 R & H RESIDENTIAL CONST CO Construction Contractor General Unused 7/24/2001 7/16/2014 Active RHRESC'996M3 R & H RESTORATIONS COMPANY Construction Contractor General Unused 7/23/2001 7/29/2014 Active Business Owner Information Name Role Effective Date Expiration Date BRADLEY, JOHN W Chief Executive Officer 10/20/1981 Amount WARD, JOHN C President 08/02/2010 GL0369667310 DOWTY, NORMAN Vice President 08/02/2010 GUNSOL, DAVID B Vice President 08/02/2010 Zurich American Ins Co WILLIAMS, RANDALL J Vice President 10/20/1981 FULTON, ROBERT Treasurer 01/01/1980 08/02/2010 HOLMES, JOAN M Treasurer 01/01/1980 08/02/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 FEDERAL INS CO 81394622 07/10/2002 Until Cancelled $12,000.00 07/10/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 27 Zurich American Ins Co GL0369667310 07/10/2012 07/10/2013 $1,000,000.00 07/09/2012 26 Zurich American Ins Co GL0369667308 07/10/2011 07/10/2012 $1,000,000.0007/06/2011 25 ZURICH AMERICAN INS CO GL03696673 07/10/2010 07/10/2011 $1,000,000.00 07/09/2010 24 ZURICH AMERICAN INS CO GL03696673 07/10/2009 07/10/2010 $1,000,000.00 07/08/2009 23 ZURICH AMERICAN INS CO GL03696673 07/10/2005 07/10/2009 $1,000,000.0007/01/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 04/08/2013 @ # t A.B. A.C. A.D. ADA ADJ. A.F.F. ALUM. APPROX. ARCH. BD. BLDG. BLK. BLKG. BM. B.O. C. CAB. C.B.0 C.F.0 C.B. CER. CLG. CLKG. CLR. C.O. COL. CONC. COND. CONN. CONSTR. CONT. CONTR. C.T. CTR. C.W. DEPT. DET. DIA. DIM. DISP. DN. DR. D.W. DWG. DWR. E. (E) EA. E.J. EL. ELEC. EMER. ENCL. E.P.B. EQ. EQUIP. EXST. F.A. F.D. F.E.C. FIN. FIXT. FL. and angle at pound or number plus or minus anchor bolt air conditioning or asphaltic concrete area drain american disabilities act adjustable or adjacent above finish floor aluminum approximate architectural board building block blocking beam bottom of centerline cabinet califomia building code california fire code catch basin ceramic ceiling caulking clear clean out column concrete condition connection construction continuous contractor ceramic tile center cold water department detail diameter dimension dispenser down door dishwasher drawing drawer east existing each expansion joint elevation electrical emergency enclosure electrical panel board equal equipment existing fire alarm floor drain fire extinguisher cabinet finish fixture floor FLASH. FLUOR. F.O.F. F.O.PLY F.O.S. F.P. FR. F.R.P. F.S. FSEC FT. FURR. FUT. G. GA. GALV. G.B. G.D. GEN. G.F.I. GL. GND. G.O. GR. G.S.M. GYP. H. H.B. H.C. HD. HDBD. HDR. HDW. HDWD. HGR. H.M. HORIZ. HR. H.R. HT. H.W.H. I.D. IN. INSUL. INT. INTER. JAN. JST. JT. KEC LAM. LAV. LB. LT.FIXT LIN. LN. LT. MACH. MAI NT. MAT. MAX. M.C. M.D.F. MECH. MEMB. MTL. MFR. MIN. ABBREVIATIONS flashing fluorescent face of finish face of plywood face of studs fireproof frame fiberglass reinforced panel floor sink food service equip. contractor foot or feet furring future gas outlet gauge galvanized grab bar garbage disposal general ground fault interrupter glass ground gas outlet grade galvanized sheet metal gypsum high hose bibb hollow core or handicapped head hardboard header hardware hardwood hanger hollow metal horizontal hour handrail height hot water heater inside diameter inch insulation interior intermediate janitor joist joint kitchen equipment contractor laminate lavatory pound light fixture linear line light machine maintenance material maximum millwork contractor medium density fiberboard mechanical membrane metal manufacturer minimum MIR. MISC. MR MSRY. MTD. MUL. (N) N. N.E.C. N.I.C. NO.OR# NOM. N.T.S. O. O.A. O.C. O.D. OFF. OPNG. PERIM. PL. P. LAM. PLYWD. PN L. PNT. PR. P.S.I PT. P.T. PTD. P.T.D. PTN. P.T.R. Q.T. T. T.B. T.C. TEL. TEMP. TER. T&G THK. THRU. T.M.E. T.O.C. T.O.P. T.O.PLY T.O.W. TSCT. T.V. TYP. (R) R. RAD. REC. REF. REFL. REFR. REG. REINF. REMOV. REQ'D. RESIL. RET. REV. RGTR. RM. R.O. mirror miscellaneous moisture resistant masonry mounted mullion FINISH SCHEDULE new north national electrical code not in contract number nominal not to scale owner overall on center outside diameter office opening perimeter plate plastic laminate plywood panel paint pair per square inch point pressure treated painted paper towel dispenser partition paper towel receptacle quarry tile tread towel bar top of curb telephone tempered terrazzo tongue & groove thick through to match existing top of concrete top of plate top of plywood top of wall thin set ceramic tile television typical existing to be removed riser radius recessed reference reflected refrigerator register reinforced removable required resilient retaining revision ,revised, reversed register room rough opening S. south;shelf S.A.D. see Architectural drawings S.B.O.I.B.C. supplied by owner installed by contractor S.C. solid core S.C.D. seat cover dispenser SCHED. schedule S.D. soap dispenser/dish SECT. section S.E.D. see electrical drawings SEP. separation SERV. service SH. shelf S.H. sprinkler head SHT. sheet SHTG. sheathing SIM. similar SK. sink S.K.D. see kitchen drawings SL. sliding S.M.D. see mechanical drawings S.P.D. see plumbing drawings SPEC. specification or special SQ. square S.S. stainless steel STA. station ST.STL. stainless steel S.S.D. see structural drawings S.SK. service sink STD. standard STL. steel STN. stone STOR. storage STRUCT. structural SUSP. suspended S.V. sheet vinyl S.W. shear wall SYS. system UNF. U.O.N. VAR. VERT. VEST. V.I.F. W. W/ W.C. WD. W./D. W.H. W/O W.P.M. WSCT. W.R. unfinished unless otherwise noted varies vertical vestibule verify in field west or washer with water closet or wall covering wood washer / dryer water heater without waterproof membrane wainscot water resistant ITEM / DESCRIPTION MANUFACTURER MODEL / COLOR SIZE NOTES FLOOR F-1 FLOOR TILE @ BAR & SEATING AREA WALKER ZANGER XILO BEIGE 1XILBE1224 12" X 24" GROUT: LATICRETE # 41 KASHMIR FLOOR TILE TO BE SMOOTH AND WASHABLE F-2 QUARRY TILE AT SERVICE AREA DALTILE QUARRY TEXURES "SAHARA SAND" #0T08881P 8"X8" GROUT: LATICRETE #24 NATURAL GREY FLOOR TILE TO BE SMOOTH AND WASHABLE BASE B-1 STAINLESS BASE @ CUSTOMER SIDE CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL SEE DETAIL X/JA6.0 FOR BACKING MATERIAL AND INSTALLATION. B-2 QUARRY TILE BASE @ SERVICE AREA DALTILE SAME AS F-2 FLOOR TILE 5" H I" COVED BASE. REPAINT W/ SEMI -GLOSS ENAMEL PAINT. B-3 STONE BASE @ SEATING AREA STONE SOURCE CELEDOR #101 WHITE, POLISHED FINISH 5" H TO MATCH (E) BASE @ COLUMN PEDESTAL CEILING C-1 (E) CEILING TO REMAIN GLASS G-1 GLASS DISPLAY CASE LOW IRON STAR FIRE TEMPERED GLASS WITH POLISHED EASED EDGE 3/8" THK. SUBMIT SAMPLES FOR APPROVAL METAL MTL-1 POWDERCOATED STEEL "SLATS" @ BACKWALL ECLIPSE SOLID POWDERCOAT COLORS, TBD CONTACT : RUSS WILLIAMS 707-763-3104 MTL-2 POWDERCOATED STEEL TV FRAME ECLIPSE SOLID POWDERCOAT COLORS, TBD CONTACT : RUSS WILLIAMS 707-763-3104 PAINT P-1 PAINT ON GYP. BD. WALL @ SERVICE LINE DUNN EDWARDS DE5553 "SPRINGTIME DEW" EGGSHELL FINISH SUBMIT SAMPLE FOR APPROVAL P-2 PAINT ON GYP. BD. CEILING @ SERVICE LINE DUNN EDWARDS MATCH EXISTING. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL SEMI -GLOSS FINISH SUBMIT SAMPLE FOR APPROVAL WOOD W-1 STAIN GRADE BOARD MILLWORK (FIR/LARCH) PLASTIC LAMINATE PL -1 LAMINATE @ DISPLAY CASE SIDES, AWM WILSONART FIR/LARCH STAINED FINISH CONTROL SAMPLE SUPPLIED BY ARCHITECT 7061-60 NATURAL PEAR 5" PLANK STAINED FINISH TO MATCH CONTROL SAMPLE; SUBMIT SAMPLE FOR APPROVAL S S MBUS • T ► TO OMPL WITH INTERIOR WALL FI SH EQUIREMENTS 2009 INTERNATIONAL BUILDING CODE (2009 IBC). CONTAC . SbriART 60tT:43'3.32 PL -2 LAMINATE @ EXPOSED SURFACES AT SERVICE SIDE OF SERVICE LINE CABINETRY WILSONART 491760 KIWI CONTACT: WILSONART 800.433.3222 COUNTERTOP ST -1 QUARTZ COUNTERTOP CAESERSTONE 2710 3/4" SLAB SEE PLAN FOR DIMENSIONS & NOTES CONTACT: MIGUEL THURSTON 510.895.8190 ST -2 CUSTOM TABLE -1 STONE TOP SILESTONE YUKON LEATHER 2cm SLAB SEE PLAN FOR DIMENSIONS & NOTES CONTACT: SPECIAL FINISH FRP-1 FIBER REINFORCED PASTIC WALL PANEL @ BACK OF HOUSE MARLITE FRP WALLBOARD WHITE P100 CLASS A CONTACT: MARLITE (MFTR) 562.929.7308 PC -1 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 4010 (MAGENTA) 49/40490 PC -2 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 1016 (YELLOW) 49/ 22520 PC -3 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 3018 (STRAWBERRY RED) 49/31050 PC -4 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 1028 (TANGERINE) 49/22460 PC -5 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 5015 (BLUE) 49/42330 PC -5 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 6024 (TEAL) 49/52680 CONTACT: MARTIN BRUCKNER M.BRUCKNER@TIGERDRYLAC.COM 909.930.9100 ROOM NAME WALL TYPE DOOR TYPE WINDOW TYPE FINISH TYPE ELEVATION BENCHMARK BLDG SECTION DETAIL SYMBOL LEGEND room name MAIN DINING material 88 88) (88) finish view direction drawing number - sheet number view direction drawing number sheet number ELEVATION COLUMN GRIDLINE ENLARGED PLAN / DETAIL REVISION MATCHLINE 4 drawing number 2 sheet number drawing number - sheet number 88 drawing number sheet number SITE MAP PROJECT SITE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila -Building Division. 1 r 777:: : , .v:sion3 will require a new plan submittal I c:1 -.J may r,;Je additional plan review fees. 1 JA0.1 JA0.2 JA0.3 JA0.4 JA1.0 JA1.1 0 JA1.2 JA2.0 JA2.1 JA2.2 JA3.0 JA4.0 JA5.0 SHEET INDEX TITLE SHEET / PROJECT DATA EGRESS/ OCCUPANCY CALCULATION GENERAL NOTES TYPICAL ACCESSIBILITY & CONSTRUCTION DETAILS SITE / BUILDING PLAN EXISTING RESTROOMS PLANS RESTROOM FINISHES & HEALTH NOTES FOR REFERENCE FLOOR PLAN FINISH FLOOR PLAN SEATING PLAN REFLECTED CEILING PLAN SECTIONS & ELEVATIONS SECTIONS, ELEVATIONS, & DETAILS JK1.0 JUICE BAR FLOOR, ELECTRICAL, & PLUMBING 0 S1.o e JP1.0 • JP1.1 • JP1.2 0 JP1.3 JP1.4 WATER HEATER HOLD DOWN, BEAM PENETRATION PLAN & DETAIL PLUMBING DETAILS, LEGEND AND SCHEDULES JUICE BAR PLAN - PLUMBING SECOND FLOOR PLAN (PARTIAL) - PLUMBING THIRD FLOOR & ROOF PLANS (PARTIAL) - PLUMBING PLUMBING RISER DIAGRAMS SEPARATE PERMIT REQUIRED FOR C3 Mechanical CI Electrical ❑ Plumbing O Gas Piping C'',+ of Tukwila DIVISION Client / Tenant: Existing) Shell Architect: Restaurant Architect & L4ighting CDesigner: General Contractor: FJectrical FI.ngineer Plumbing Elingineer. 11I:,itchen Consultant: Elitructural Engineer: Iiilillworic: Metal Fabricator. PROJECT DIRECTORY Nordstrom Restaurant Division 1600 7th Avenue, Suite 2500 Seattle, WA 98199 Callison Architecture 1420 5th Avenue Suite 2400 Seattle, WA 98101 Architecture & Light 60 Brady St. San Francisco, CA 94103 R&H Construction 1530 SW Taylor St. Portland, OR 97205 Hargis Engineers 600 Stewart St., Suite 1000 Seattle, WA 98101 Hargis Engineers 600 Stewart St., Suite 1000 Seattle, WA 98101 Pacific Restaurant Design 1145 12th Avenue NW # C3 PO BOX 1069 Issaquah, WA 98027 Coffman Engineers, Inc. 1601 Fifth Ave, Suite 900 Seattle, WA 98101 Architectural Woodwork of Montana 106 Highway 2 East P.O. Box 2753 Columbia Falls, MT 59912 Eclipse Design 427 Corona Rd Petaluma, CA 94954 Contact: Duncan Osborn T: 206.454.5553 duncan.f.osbom@nordstrom.com Contact: T: 206.623.4646 F: 206.623.4625 Contact: Mark Stevens & Anthony Roxas T: 415.676.3999 F: 415.397.4375 mark@architectureandlight.com anthony@architectureandlight.com Contact: Gary North T:503-228-7177 gnorth@ncconst.com Contact: Greg Reher T: 206.436.0497 F: 206.448.4450 gregreher@hargis.biz Contact: Nick Natividad T: 206.859.5382 nickn@hargis.biz Contact: Greg Ahrens / Steve Ahrens T: 425.392.7422 F: 425.391.1894 gahrens@prdcorp.com sahrens@prdcorp.com Contact: Robert Lawson T:206.623.0717 Lawson@coffman.com Contact: Rick Dodds T: 406.892.5131 rick@archwoodmt.com Contact: Russ Williams T: 707.763.3104 russ@eclipsedesigngp.com PROJECT DATA Project Name: Project Type: Project Address: Description of Work: Floor Area: Occupancy: Required Exits: Anchor Building: Type of Construction: Fire Protection: Fire Alarm: Codes: Nordstrom South Center Juice Bar Accessory use to (M) Nordstrom anchor building FRUITITUDE Nordstrom Southcenter 100 Southcenter Mall Tukwila, WA 98188 These documents are for the permit and construction of a new Juice bar, ancillary use within existing retail building. 535 sq. ft. Occupancy group: B Occupancy load: 21 1 Exit required (occupant less than 50) Three Stories, no change Type II -B, no change Yes. Fully Sprinklered, no change REVIEWED FOR CODE COMPLIANCE APPROVED IVY City of Tukwila BUILDING DIVISION APR 0 3 2013 xivk -2009 International Building Code (w/ WAC amendments) -2009 Washington State Energy Code (w/ WAC amendments) -2009 International Mechanical Code (w/ WAC amendments) -2009 International Fire Code (w/ WAC amendments) -2009 Uniform Plumbing Code (w/ WAC amendments) ciPPY 3ft 051 PE rl iew approval is stbect to a and omissions. t,;."�_ :�' of construction documents not authorize .:O3tiorl of any adopted code or oE. Receipt By ralit of Lop - ; " • �, , Co Mon iS ackllo�wledged: OeMc,2t �-.. S, 2a 3 City Of lidovila BUILDING DIVISION CORRECTION RECEIVED CITY OF TUKWILA MAR 2 0 2013 PERMIT CENTER bUr 059 0 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS A R CHITICTUR E & L 1 G H T 60 BRADY STREET SAN FRANCISCO CALIP�RIIIA 9 4 1 0 3 tel 415.678.3999 fox 4 1 3. 3 9 7. 4 3 7 3 office@orehitectureondtIght.com 1 CONSULTANT: IMO J LO vs 00 O 00 p `mow co (� Z Q U Ce0i - 0 1— Z D0 O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 A PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF NORK N DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: NO SCALE DRAWING TITLE: TITLE SHEET PROJECT DATA SHEET NUMBER: JA0.1 EGRESS DIAGRAMS 77=1 3 EXI1 PI La n if C C C C CIV 1 a Ll O L — 111 - i • • oa M0139 1 N3d0 C DN r1 i r i • AZAA09404a4a#A# .ISI MTi / O I o ��I 1 • • ,7 _ A - irezr :0A ..�Il ollr Iu II IIIIINImeiitilliiiu 1 -7 rte. rS. 0N00ES W021. dfl 0N003S 01 WOG M0139 01 N3d0 OCCUPANT AREA / EGRESS LEGEND UNCONCENTRATED SEATING SERVICE AREA ANCILLARY > EGRESS PATH OF TRAVEL FIRE EXTINGUISHER CABINET HARDWARE SCHEDULE OCCUPANCY CALCULATIONS PULLS & CABINET HARDWARE 1, HINGES: PROVIDE TWO PER DOOR UP TO 36 INCHES HIGH, THREE PER DOOR OVER 36 INCHES HIGH; TOTALLY CONCEALED, SELF-CLOSING; GRASS 3803 OR ACCEPTED EQUAL 2. DRAWER SLIDES: ACCURIDE OR ACCEPTED EQUAL. PROVIDE TWO PER DRAWER. FULL DEPTH OF DRAWERS; QUIET TYPE W/ NYLONG BALL-BEARING ROLLERS; POSITIVE PULL-OUT STOP. SIDE MOUNTED, LIFT OUT, FULL EXTENSION TYPE. SLIDES TO BE SIZED IN ACCORDANCE WITH CAPACITY AND MANUFACTURER'S RECOMMENDATIONS FOR DRAWER WIDTH. 3. PULLS: U.N.O., PROVIDE ONE FOR EACH DOOR OR DRAWER, TWO FOR EACH DRAWER 30 INCHES OR WIDER; PROVIDE HAFELE #105.43.400 MODERN PULL, STAINLESS STEEL FINISH. 4. END SUPPORTED SHELF SUPPORTS: CLIPS; FOR GLASS SHELFS: HAFELE #282.43.101. FOR WOOD SHELVES: KNAPE & VOGT #346, BRONZE FINISH, OR ACCEPTED QUAL FOR I NSERTION INTO 1/4 -INCH HOLES OR HAFELE #282.11.110 OR ACCEPTED EQUAL FOR INSERTION INTO 5 MM HOLES. 5. BASE LEVERLERS, IF REQUIRED: ZINC -PLATED STEEL W/ PLASTIC ADJUSTABLE FOOT AND BASE FOR SCREWING INTO BOTTOM OF CABINET; HAFELE #637.31.911 OR EQUAL. EGRESS OCCUPANT LOAD TABLE SPACE AREA TABLE 1004.11 OCC. LOAD FACTOR OCC. LOAD ACTUAL SEATING ADA SEATING (20) Small assembly without fixed seats, standing and queuing (net sq. ft.) 298 15 19 20 1 Kitchen commercial, service line and back of house (gross sq. ft.) 237 200 2 - - TOTAL OCCUPANCY LOAD 535 21 20 Seats 1 Seats I NO. OF EXITS REQUIRED NO. OF EXITS PROVIDED Occupant load less than 50 1 Exit Required 1 Exits Provided .,._...,_ _, .,., ...._ .,...:., .. _...,. EXIT WIDTH REQUIRED . ... _EXIT WIDTH PROYIDEJL, . ,,,,,..a,..., 29 X 0.2 in/occ. = 5.8" Exit #1 = 3i-0" NO. OF FIRE EXTINGUISHERS REQUIRED NO. OF FIRE EXTINGUISHERS PROVIDED Ebar Total Gross Area 840 sq. ft. X 1/3000 = 1 Required 1 Provided 1) 13 051 REVIEWED FOR CODE COMPL'ANCE APPROVED APR 03 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS A R CH 1 TECTU R I L 1 G H T 60 BRADY S A. N F R. A CALIFORNIA 1 9 1 4 1 5. 6 7 f ex 4 1 5 . 3 9 41tice6Farchitecture STREET CISCO 9 4 1 0 3 6. 3 9 9 9 7. 4 3 7 5 rt9ti9h1, COM 1 CONSULTANT: O 2© O w f w 1- � o z w EXU Z D 0 0) —J J co 2 c ce UJ Z >S W UQ = O� O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 Ej N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: NO SCALE DRAWING TITLE: EGRESS/ OCCUPANCY CALCULATION SHEET NUMBER: JA0.2 © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS 60 BRADY ST R E E T SAN FRANCISCO CALIFORNIA 9 4 1 0 3 lel 4 1 5. 5 7 5. 3 9 9 9 fox 4 1 5. 3 9 7. 4 3 7 5 4fficefDBrc Atte Stur4Gn0N9ht.corn CONSULTANT: J Q co in CD2 2 ace co O W �WzQ Li l `11 Z0 O w 2 J OH~ Z D � O ~ O ISSUED FOR: 50%QASET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: GENERAL NOTES SHEET NUMBER: JA0.3 LAYOUT NOTES PROTECTION & BASE BUILDING POWER & DATA NOTES SHOP DRAWINGS SCHEDULES & SUBSTITUTIONS 1. The Contractor shall be responsible for obtaining all required permits and licenses through governing jurisdictions and /or agencies. 2. The plans indicate the general extent of new construction necessary for the work, but are not intended to be all-inclusive. All demolition and new work necessary to allow for a finished job in accordance with the intention of the drawing is included regardless of whether shown Pn the drawings or mentioned in the notes. 3. Any errors, omissions or conflicts found in the various parts of the construction documents shall be brought to the attention of the Architect for clarification before proceeding with the work. 4. The General Contractor anyother subcontractors required) shall immediatelyexamine the site and (and q ) portions thereof which will affect his work. Contractors shall compare it with the drawings and satisfy themselves as to conditions under which work is to be performed. The General Contractor shall verify that no conflicts exist in locations of any and all mechanical, telephone, electrical, plumbing and sprinkler equipment (to include all piping, duct work and conduit) and that all required clearances for installation and maintenance of above equipment are provided. Exposed or concealed elements shall be determined and reviewed with architect prior to construction proceeding. No allowance shall be made for any extra expense incurred due to failure or neglect on the Contractor's part to make such an examination. 5. Written dimensions take precedence. Do not scale drawings. 6. All dimensions are to face of finish, unless otherwise noted. 7. Coordinate all work with existing conditions. Verify locations of all utility lines, conduits, irrigation pipes, surface or subsurface structures etc. of any nature that may be affected by the work before starting the work. 8. Should any of the above items be disturbed, disconnected, or damaged during the work, bear all expenses of whatever nature arising from such disturbance or the replacement or repair thereof, and replace or repair such items as required. 9. Verify all architectural details with kitchen equipment drawings before ordering or installing any item of work. 10. Verify all equipment sizes before beginning work. 11. Verify clearances for flues, vents, chases, soffits, fixtures, etc., before constructing, ordering, or installing any items of work. 12. General contractor and sub -contractors shall coordinate the layout and exact locations of power and data, electrical outlets, light switches and thermostats with architect in the field before proceeding with that portion of the construction. 13. In the event of conflict between data or information shown on drawings and data and information in the specifications, the specifications shall govern. Detail drawings shall take precedence over drawings of smaller scale. 14. The Contractor shall continuously check architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. Contractors shall verify that no conflicts exist in locations of any and all mechanical, telephone, electrical, lighting, plumbing and sprinkler equipment (to include all piping, duct work conduit) and that all required clearances for installation and maintenance of above equipment are provided. No allowances of any kind will be made for the contractors negligence to not foresee means of installing equipment into position inside structure. 15. The Construction Plans indicate the type and locations of new interior partitions, doors, window wall, cabinetwork, etc. The building shell is an existing condition, except where modifications are noted. 16. Verifypartitions layout in project area before framing partitions. Layout all partitions before proceeding. P Y P 1 g P P p g• Review the "chalked" partitions with Architect before framing. 17. All partitions are to be braced in accordance with seismic code requirements. 18. Coordinate location and provide blocking, backing and/or reinforcements in partitions for all cabinets, countertops and any wall mounted items. Refer to elevations and details for locations of wall standards and other supports. 19. Cabinet hardware is noted by type and finish only. Submit list of proposed hardware to Architect for review and approval prior to ordering. 20. New wall surfaces shall align with existing, adjacent or adjoining surfaces, U.O.N. Joints shall be taped and sanded smooth with no visible joints. 21. The Contractor shall undercut wood doors as required to clear finish floor and/or threshold with seal of 1/4", U.O.N. 22. Furr out existing base building walls as necessary to accommodate new electrical outlets, plumbing lines and alignment with new walls, etc. 23. Use type "X" gypsum board where required throughout. 24. Screw studs shall be C -channels with punched webs and faces, either plain or perforated to receive screws, fabricated from galvanized steel, size as indicated on drawings. Spacing of studs shall be 16 inches on center for 5/8"gypsum board, unless otherwise noted or required. Sees specifications and drawings. q P 9 25. Interior wall, partition or bulkhead construction: a. Partition type details describe the basic drywall construction and partition composition. b. The Partition Notes and details describe the approximate vertical extent c. If a head, bulkhead or wall condition is encountered which is not specifically keyed or referenced on the Construction Plans, then the Contractor shall employ the typical framing and bracing details in the drawings appropriate for the applicable condition or contact the architect for clarification. d. The head, framing and bracing conditions are described in the typical structural partition and bulkhead details (see Structural Drawings) and as referenced on the Construction Plans. 26. The Contractor shall be responsible for adequately framing, bracing and structuring all wall, bulkhead and other drywall construction in accordance with applicable typical details contained in the drawings whether or not specifically referenced in the plans. 27. All furred walls shall extend vertically to the ceiling where indicated on the drawings or to the structure above, where no ceiling occurs. U.O.N. 28. All gypsum board construction to be finished to match existing or adjacent existing within an existing room or portion(s) of existing rooms/areas. 29. When a drywall framing Detail and Partition Detail are both referenced (keyed) to the same partition and there is a discrepancy in the STUD width, use the STUD size indicated in the Partition Detail with the framing method indicated in the Framing Detail. 30. Where occurs, Contractor shall provide metal stud framing of partition walls and bulkheads, etc., in accordance with detailed requirements set forth in the current edition of the ICBG Research Report applicable to the manufacturer of the metal studs used on the job. Any discrepancy between requirements stated in the ICBG Report and the drawings as shown shall be brought to the Architect's or Engineer's attention for resolution. 31. All full height metal stub partition walls (i.e. structure to structure) shall have a deflection track at the head condition allowingfor 1/2" U.O.N. deflection. (U.O.N.) 32. Apply foiled faced fire protection paper continuously around exposed purlins and beams at return air ceiling plenums where permitted by code and/or local jurisdictions listed in the General Notes of this project. 1. General Contractor shall review the existing conditions and shall comply with all base building requirements and design criteria. 2. Contractor shall protect all areas (including new or existing material and finishes) from damage which may result from construction, demolition, dust, water, etc., and shall provide and maintain temporary barricades, closure walls, etc., as required to protect the public during the period of constrbction. Damage to new and existingmaterials, finishes, structures and equipment shall be replaced or re 9 P Paired at the expense of the General Contractor. 3. If the contractor encounters existingdamage or anyconflicts concerningthe b g ase building within the extent of work in this contract, the Contractor must notify the architect and owner in writing immediately prior to the commencement of work. 4. Cut and fit components for alteration of existing work and installation of new work. Patch disturbed areas to match existing materials unless otherwise noted. 5. Patch and repair any damage to match adjacent construction, materials and finishes. 6. All new construction to be shored. 7. All exterior doors and windows shall be weather stripped per local energy code. 8. Any penetrations in the base building exterior walls should be in the cement plaster surface. Patch and repair the cement plaster after installation to match existing adjacent surfaces. No penetrations are permitted in GFRC panels. 9. All exterior cover plates required for outlets, junction boxes, etc. should be galvanized sheet metal, primed and painted to match the color of immediately adjacent wall surfaces. If plastic is chosen in place of metal, provide three samples of colors available for selection by the base building architect. 10. Construction work will not block hallways of means of egress. 1. See Architectural Power & Data Drawings and Electrical Drawings for location of electrical, telephone and communication outlets. Installation shall be in compliance with all laws applicable and enforced bylocal P PP authorities. Discrepancies shall be resolved by the Architect before proceeding with any installation of conduit or cables. 2. Outlets shown back to back on partition walls shall be offset as required by proper installation. 3. Horizontal dimensions for electrical outlets are to/from center line of single or three (3) adjacent outlets, and midpoint between two (2) adjacent outlets. Adjacent outlets to be minimum distance apart. 4. Vertical dimensions are to the horizontal center line of an outlet. Light switches shall be mounted as noted U.O.N. or required byother conditions referred to in notes). Anyconflicts of switch locations and d q ) rywall "reveals", obstructions, etc., shall be brought to the attention of the Architect prior to installation. If adjustments in vertical dimension for an outlet is required, then all nearby or adjacent light switches, 1 thermostats, etc., shall align. Align top edges of trim or face plates. 5. Furniture, where shown, is for reference. 6. Electrical switch and wall outlet cover plates and wall telephone cover plates shall match adjacent surfaces U.O.N. 7. Multiple outlets and switches to have a single cover plate. 8. All telephone and data work shall be coordinated by the General Contractor with the Owner and Architect. 9. Fixed dimensions are not adjustable without review of Architect, U.O.N. Dimensions with +/-, +,-, designations indicate that outlets may be moved 6" to a greater or lesser dimension than originally specified. 10. Outlets that are not dimensioned may be located at stud nearest location shown. 11. Verify all outlet switch and ceiling fixture locations with Architect prior to coring, wiring or installation of gypsum board. Verify that core location will not damage integrity of structural members. 12. Conduit sizes and other requirements for telecommunications, security systems and computer equipment to be verified and coordinated with Tenant or other Contractor employed by Tenant. 13. Coordinate all work related to special equipment with manufacturer's and/or installers recommendations, specifications and instructions. 14. Electrical and telephone outlets are indicated at their desired locations. 15. All exposed power and signal elements shall be reviewed by Architect for color and design prior to orderin g 16. Junction box locations relative to workstation power pole locations shall be reviewed and coordinated with Architect prior to installation. Electrical Contractor shall provide the largest flexible cable length permissible by Code, for future adjustment. 17. Junction box locations above suspended ceiling system for recessed and surface mounted light fixtures shall be coordinated with light fixture layout and shall provide longest flexible ("pigtail") cable permissible by Code, for maximum adjustment of final fixture placement. 18. Junction boxes above gypsum board ceilings requiring access are not acceptable. 19. At all floor and ceiling surfaces which bear acoustic or sound insulating material, any and all deviations from standard mounting or positioning of outlets, switches, receptacles, cover plates or equipment other than would appear on normal painted gypsum board walls shall be as submitted by the Contractor and reviewed with approval in writing by the Architect prior to installation 20. All 20 -AMP 120V receptacles in Ebar, including its back of house, shall be ground faul circuit interrupter (GFCI) type. 1. The General Contractor shall submit: A. Shop drawings for all fabricated items. B. Cut sheets, product data and maintenance manuals for all fixtures and equipment. C. Samples of all finishes called for by the Architect. 2. The Contractor shall review shop drawings, product data, samples, etc. and sign them prior to submittal to the Architect. The Architect has ten (10) working days to process shop drawings. 3. Examine specified products and submit any proposed alternatives in writing prior to submitting bid. The General Contractor shall coordinate his work with that of other contractors or vendors to assure that all schedules are met and that all work is done in conformance with the manufacturer's requirements and the highest industry standards. 4. Within five (5) days from contract date, Contractor shall prepare and submit an estimated progress schedule for the work, with sub -schedules of related activities which may affect the progress. 5. References to makes, brands, models, etc., is to establish type and quality desired; substitution of acceptable equals will not be permitted unless specifically noted otherwise or when made according to procedures for substitutions. 6. Absolutely no substitutions will be allowed, unless approved by the Architect in writing. 7. When mechanical, electrical, plumbing & fire protection systems shop drawings and layouts are requested by the Architect, they shall be submitted in reproducible form as soon as possible after award of contract. Allow ten (10) working days for review. No construction shall proceed until the approval of these drawings. All the above trades need to be reviewed by the architect at the same time. Shop drawings shall be submitted in reproducible form and must be reviewed by the general contractor prior to submittal to the Architect. 8. Contractor shall provide manufacturer's specifications, installation instructions, shop drawings and samples review and approval of all materials and methods to be used prior to ordering or proceeding with the work. 9. Contractor shall order and schedule delivery of materials in ample time to avoid delay in construction. If an item is found to be unavailable, contractor shall notify Architect immediately to allow Architect a reasonable amount of time to select an alternative. 10. The Contractor shall obtain allpermits, payall fees forpermits and verifygoverningauthorities' requirements for construction. Amount paid by Contractor shall be reimbursed by Owner. 11. The Contractor shall be responsible for all costs for inspection and/or tests unless noted otherwise. 12. The Contractor shall notify the Architect and Owner of anticipated pouring of footing and retaining walls one (1) week in advance. 13. The Contractor shallprovide a minimum one(1)year warrantyon labor and materials from the date of acceptance by the Owner. 14. The Contractor shall maintain operating manuals, handbooks, and all paperwork in an organized manner and in a safe place. These shall be turned over to the owner along with certificates of occupancy, lien waivers, warranties, and guarantees. FINISH NOTES 1. The finishes noted on the plans in the 'keyed boxes' indicates the types and extent of finishes. Refer to other contract documents for additional information. 2. Submit samples in accordance with specifications of each finish and floor covering to the Architect for review and approval before beginning work. The Architect has ten (10) working days to process shop drawings. 3. Substitutions, revisions or changes must have approval of the Architect prior to purchase and installation. 4. All paint finishes to have undercoat and one or more color coats as required by specifications for complete and consistent coverage. 5. All finish surfaces of millwork to be filled, sealed, and sanded smooth. Paint finishes at mill work to be sprayed on for a smooth finish free of streaks, drops, blobs, etc. 6. Floor coverings to be as noted. A. All carpet of the same type to be from the same dye lot in open or high visibility areas. B. Seaming diagram for all floor coverings to be approved by the Architect prior to ordering material. 7. Resilient base to be from a continuos roll, U.O.N. 8. Provide pre -formed inside and outside corners of resilient base. 9. All gypsum board walls, ceilings, bulkheads and soffits to be smooth finished. 10. Exposed and semi -exposed gypsum board to be finished with latex. No gypsum board surfaces exposed to view shall be left unfinished or unpainted. 11. All interior and exposed to view surfaces of all plastic laminate millwork and cabinets to be finished with low-pressure decorative laminate, panel color per drawings or as determined by the Architect. 12. Silicon sealant/gasket at glazing to be black - verify to match existing. U.O.N. 13. Verify with Architect at beginning of project what elements are to be painted. 14. At all resilient floor covering locations, existing concrete slab shall be prepared and sealed from moisture. 15. Provide metal trim or casing at all edges of plaster or gypsum board where it terminates or meets any other material, except floors. 16. All exterior exposed metal (trims, railings, frames, moldings, etc.) shall be painted unless noted otherwise. 17. In all cases, provide isolation of aluminum from adjacent steel or coat surfaces in contact with bituminous paints. 18. All exterior wall openings, flashings, copings, and expansion joints shall be waterproof. CODES 1. All construction shall conform to the 2009 International Building Code, International Mechanical, Plumbing and Electrical Codes, Washington State Energy Code and any other local governing codes and ordinances. In the event of conflicts in code requirements, the most stringent requirements shall apply. Any conflicts between the construction documents and above codes and ordinances shall be brought to the attention of the Architect and Owner for resolution before proceeding with the work. WORKMANSHIP 1. Install all fixtures, equipment and materials per manufacturer's recommendations. 2. Sealant, caulking, and flashing, etc., locations shown on drawings are not intended to be inclusive. Follow manufacturer's installation requirements and standard industry and building practices. 3. Where applicable, patch and repair all fireproofing damaged or removed ensuring performance of the work. Fireproof new penetrations required by the work. 4. The General Contractor is responsible for the coordination and providing appropriate structural blocking, backing and reinforcing in partitions behind all wall mounted items and above ceiling for ceiling mounted/hung items as required. 5. Contractor to follow manufacturer's recommended specifications and installation procedures. If these are contra to the contract documents, contractor shall notify the Architect, in writing immediately, to resolve contrary fY 9 Y discrepancies prior to proceeding. 6. Failure to remove rejected materials and equipment shall not relieve the contractor from the responsibility for quality and character of items used nor from any other obligation imposed on him by the contract. 7. No work defective in construction or quality or deficient in any requirements of drawings and specifications will be acceptable in consequence of Owner's or Architects failure to discover or to point out defects or deficiencies during construction; nor will the presence of inspectors on work site relieve contractor from responsibility for securing quality and progress of work as required by contract. Defective work revealed within the time required by guarantees shall be replaced by work conforming with intent of contract. No payment, whether partial or final, shall be construed as an acceptance of defective work or improper materials. 8. With reference to reflected ceilings, Contractor shall coordinate with all trades involved and prepare composite shop drawings to insure locations and clearances for fixtures, duct, ceilings, sprinkler heads, grilles, etc. necessary to maintain the specified finish ceiling height above the finish floor as noted on the drawings. Clarify conflicts and locations with the Architect before proceeding. 9. If at any time before commencement of work, or during progress thereof, Contractor's methods, equipment or appliances are inefficient or inappropriate for securing quality of work, or rate of progress intended by contract documents, owner may order Contractor to improve their quality or increase their efficiency. This will not relieve contractor or his sureties from their obligations to secure quality of work and rate of progress specified by contract. EXITING & LIFE SAFETY 1. All required exits shall be openable from inside, without the use of a key or special knowledge. 2. All door panic hardware shall be of specifications and installation as to conform to CBC1008.1.9. 3. Provide exit signs with 6" letters over required exits, where shown on drawings, and additional signs as required by building department inspectors or fire department field inspector. Connect exit signs to emergency power circuits. 4. Provide emergency lighting of one foot-candle at floor level. Comply with building codes. 5. Maintain aisles at least 44" wide at public areas. 6. Doors opening into required 1 -hour, fire -resistive corridors shall be protected with a smoke or draft stop P 9 i q P P assembly having a 20 -minute rating and shall be self. 7. 20 -minute door jambs to be tight, smoke and draft controlled. 8. Interior wall and ceiling finishes for exit corridor shall not exceed and end point flame spread rating: A. Class 1 flame spread 0-25, smoke density 150, for materials installed in vertical exits. B. Class 2 flame spread 26-75, smoke density 300, for materials installed in vertical exits. C. Class 3 flame spread 76-200, smoke density 450, for materials installed any other location. 9. Provide fire dampers or doors where air ducts penetrate fire -rated walls or ceilings. 10. Glass subject to human impact shall be of safety glazing material and all glass and glazing used in this project shall conform to requirements of Chapter 24, of the current edition of the CBC and all Federal Requirements. 11. Room Capacity Posting shall be provided for all separate seating and patio dining areas and for the entire restaurant. All Signs shall be posted in a conspicuous place on an approved sign near the main entryway as per applicable code provisions. 12. Contractor is responsible for maintaining integrity of fire rating for both existing and new walls, and fireproofing of existing structure. 13. Contractor is responsible for maintaining fire protection, alarm systems, etc. as may be required of the fire marshal! having jurisdiction. 14. Plans for all fixed fire protection equipment shall be submitted to the Fire Marshall for approval prior to installation. 15. An approved fire alarm system will be provided under a separate, deferred permit. The system shall be connected to the buildingmain fire control panel, include manualpull boxes throughout, P gout, and applicable detection devices. 16. The above referenced fire alarm system shall also be served by an approved emergency power source per applicable code. 17. Locate the center of fire alarm initiating devices 48" above the level of the floor, working platform, ground surface or sidewalk. 18. Fire sprinkler modifications to be submitted under a separate permit. 19. Automatic sprinklers systems shall be supervised by and approved central, proprietary or remote station service or a local alarm which willgive an audible signal at a constantlyattended location. 20. Install smoke detectors in accordance with the specifications and in conformance with local Fire Marshall requirements. 21. Fire extinguishing systemto be submitted under a g g separate permit. 22. Install fire extinguishers and self -illuminating exit signs per code to the satisfaction of the local inspecting authority. Review locations with the Architect prior to installation. 23. All portions of the project shall be within 75 feet of a fire extinguisher of minimum size 2 -A:10 -BC. 24. The fire alarm system shall also be served by an approved emergency power source per applicable code. The fire alarm systems shall be installed with codes as follows: (NFPA 72 1999 edition) 25. The building will have a fully automatic fire sprinkler system throughout. The installation of Automatic Fire Sprinkler Systems shall comply with the I.B.C. Standard No. 9-1 and NFPA 13 1999 edition. 26. Automatic fire extinguishing system in grease hood and ducts to be submitted under a separate permit. 27. Signs, including all signage related to stairs, elevators, and address submitted for review under a separate permit. REFLECTED CEILING PLAN NOTES 1. The reflected ceiling plan indicates the location of all equipment residing on the ceiling plane, etc. Coordinate Base Building Mechanical Drawings for duct layout. Discrepancies shall be resolved by the Architect before proceeding. 2. The Contractor shall coordinate the work of all trades to maintain scheduled ceiling heights and required clearances for all fixtures, ducts, suspension systems, piping, etc. 3. Finished ceilings to be level within a tolerance of 1/8" in 12'-0". 4. Light switches, thermostats and life safety systems items to be mounted at as noted U.O.N. Verify locations with Architect and Engineer. Verify color and design. 5. Refer to Electrical Drawings and Architectural Lighting & Controls Plans for lighting, 9 9 9 g g, placement, specification, zoning, and power. 6. Refer to Architectural RCP's, Power & Signal, and Base Building sheets for smoke detectors, exit signs and mechanical elements. 7. Light switches and cover plates to be "white" color where such accessories are required to match existing. Verify color and type match prior to installation. 8. Multiple wall box lighting controls to be ganged with single cover plate, where possible, U.O.N. 9. Contractor to provide for all ceiling revisions caused by relocating fixtures due to light fixture conflicts. 10. Provide ceiling access as indicated and/or as required for equipment maintenance. Verify manufacturer recommendations. Access locations other than as shown in the drawings shall be as reviewed and approved by the Architect prior to execution. 11. Provide blocking/backing and reinforcement above ceilings for support of light fixtures, projection screens and any other ceiling mounted item. 12. Contractor shall provide all seismic bracing and hold-down clips as required by Code for all suspended ceiling and soffit framing conditions. 13. Wherever diagonal bracingis indicated, install bracingunexposed to view, over a suspended or d g P p drywall ceiling area. Do not brace into an area where no ceiling is installed or into the more "open" and visible side of bulkhead where both sides shall be without a ceiling. 14. Any and all fire protection systems including sprinklers and smoke detectors shall provide required coverage at conditions which suggest or define multiple plenum levels. This would include ceilings or ceiling areas vertically stocked within or below new or existing roof structures. Contractor shall verify provision for these inclusions at specific acoustic ceiling areas and locations. 15. Refer to lighting plan for lighting equipment placement. \41.5...... tio) 0 S- CLEANUP 1. The General Contractor shall remove all rubbish and waste materials of all subcontractors and trades on a regular basis, and shall exercise strict control over job cleaning to prevent any debris or dust from affecting, in any way, finished areas in or outside of the job site. 2. Contractor shall leave premises and all affected areas clean and orderly, ready for occupancy. This includes cleaning of all materials, both new and existing including glass and frames. DEMOLITION GENERAL NOTES 1. Contractor shall do all demolition work as required to prepare the space for new construction. 2. Demolition shall be done in a safe, orderly manner without damage to other parts of the premises or adjacent properties. any resulting damage or loss shall be corrected or replaced by the contractor at no cost to the owner. 3. All demolished / removed items shall be disposed of by the contractor unless otherwise directed by the owner. verify with the owner an items to be saved and stored. all removed items to be saved for reuse shall be handled with care. 4. Cut all demolition to a straight neat line at remaining existing condition. protruding objects on all surfaces shall be removed, and the area filled and repaired. 5. In the course of demolition, should any unforeseen issues become apparent contrary to the approved plans, the Contractor shall submit this information to the Architect. 1. The Contract Documents consist Conditions of the Contract (General, Specifications, Addenda and Modifications and other Documents listed in the 2. The work included under this contract and equipment necessary for the 3. The Contract Documents are instruments Stevens Architect whether the project by an owner or tenant for other projects modified in any manner whatsoever compensation to Mark Stevens Architect. ( of the Agreement between the Owner g Supplementary and other Conditions), issued prior to or after Agreement. consists of all labor, materials, construction of the project leaving of service and shall remain is executed or not. The documents or extensions to this project except by agreement in writing and Contractor, Drawings, execution of the Contract, transportation, tools, all work ready for use. the property of Mark are not to be used nor are they to be and with appropriate r-1. 71\IED >a._;KWiLA i;j; t' y<` t " ° FEB 14 2013 ," RIM CENTER REVIEWED FOR CODE COMPLIANCE APPROVED_.- APR 0 3 2013 City of Tukwila BUILDING DIVISION © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS 60 BRADY ST R E E T SAN FRANCISCO CALIFORNIA 9 4 1 0 3 lel 4 1 5. 5 7 5. 3 9 9 9 fox 4 1 5. 3 9 7. 4 3 7 5 4fficefDBrc Atte Stur4Gn0N9ht.corn CONSULTANT: J Q co in CD2 2 ace co O W �WzQ Li l `11 Z0 O w 2 J OH~ Z D � O ~ O ISSUED FOR: 50%QASET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: GENERAL NOTES SHEET NUMBER: JA0.3 DISABLED ACCESS NOTES 1. Entrances: A. All accessible entrances shall be identified with at least one standard sign and all additional directional signs, as required, visible from approaching pedestrian ways. B. Latching and locking doors that are hand -activated and which are in a path of travel, sh@ll be operable with a single effort by lever type hardware, panic bars, push-pull activating bars, or other hardware designed t@ provide passage without requiring the ability to grasp the opening hardware. C. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. D. The floor or landing on each side of an entrance or passage door shall be level and clear. The level and clear area shall have a length in the direction of the door swing of at least 60 inches, and a minimum length of 44 inches opposite the direction of the door swing as measured at right angles to the plane of the door in its closed position. Note that the 44 -inch requirement must be increased to 48 inches if the door is equipped with a closer. E. The width of the level and clear area on the side of the door swing shall extend 24 inches past the strike edge of the door for exterior doors, and 18 inches past the strike edge for interior doors. F. The floor or landing shall not be more than 1/2" lower than the threshold of the doorway. Change in level between 1/4 inch and 1/2 inch shall be beveled with a slope no greater than 1:2. G. The bottom 10 inches of all doors, except automatic and sliding doors, shall have a smooth, 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, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. H. Maximum effort to operate doors shall not exceed 8-1/2 pounds for exterior doors and 5 pounds for interior doors, and such pull or push effort being applied at right angles 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 to 15 pounds maximum. I. International symbol of accessibility sign to be located on exterior of building adjacent to main entrance door. J. Floors shall be slip -resistant. 2. Hazardous and Protruding Objects: A. Objects projecting from walls (e.g. telephones, wall sconces) with their leading edges between 27 inches and 80 inches above the finished floor shall protrude no more than 4 inches into walkways, hallways, corridors, passageways or aisles. B. Objects mounted with their leading edges at or below 27 inches above the finished floor may protrude any amount. C. Freestanding objects mounted on posts or pylons may overhang 12 inches maximum from 27 inches to 80 inches above the ground or finished floors. D. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. E. Any obstruction overhanging a pedestrian way shall be a minimum of 80 inches above the walking surface as measured to the bottom of the obstruction. F. Walks, halls, corridors, passageways, aisles or other circulation spaces shall have 80 inches minimum clear head room. 3. Additional Requirements: A. The center of receptacle outlets shall not be less than 18 inches above the floor or working platform. B. The center of the grip of the operating handle of switches intended to be used by the occupant of the room to control lighting or appliances, or to control cooling, heating or ventilation equipment, or to provide access to receptacle outlets, shall not be less than 3 feet nor more than 4 feet above the floor or working platform. C. The center of fire alarm initiating devices (boxes) shall be located 48 inches above the level of the floor, working platform, ground surface or sidewalk. D. The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in the building standards. The symbol specified above shall consist of a white figure on a blue background. The blue shall be equal to Color No. 15090 in Federal Standard 595a. E. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warning shall have a frequency of not more than 60 flashes per minute. F. All kitchen sinks, faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 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. 1 NOTES: MAXIMUM OCCUPANT LOAD: 1" HIGH LETTERS ON CONTRASTING BACKGROUND v 1/4" RADIUSED CORNERS 1. CHARACTERS AND SHALL CONTRAST WITH THEIR BACKGROUND. 2. LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF 5/8" HIGH BUT NO HIGHER THAN 2" & SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. MAXIMUM OCCUPANCY SIGN NTS NOTES: 60" A.F.F. C.L. SIGN 1. SYMBOLS SHALL HAVE CONTRAST COLORS AND NON -GLARE FINISH. 2. SYMBOLS SHALL BE ATTACHED 60" ABOVE FLR. AND SHALL BE DIFFERENT FROM THE BACKGROUND IN COLOR & CONTRAST. INTERNATIONAL ACCESSIBILITY SYMBOL NTS 6" HEIGHT LETTERS COLOR AND BRAILLE SYMBOL PER IBC1103.1 1 1'-4" TACTILE EXIT SIGNAGE 60" A.F.F. C.L. SIGN 1" = 1'-0" 11 CO I "Cr U CC CCo LU U co =m CC DEPTH OF OBSTRUCTION IS 24" 30" f 10' MAX FROM THE WALL C ACCESSIBLE SIDE REACH RANGE DETAIL 3/4" = 11-0" STAINLESS STEEL WRAPS AROUND 1/2" BLOCK SILICON SEALANT FLOOR TILE TILE / STAINLESS STEEL BASE TRANSITION 6" = 11-0" SEAL ALL EXPOSED PLYWOOD AT CABINET BASE PROVIDE SILICON SEALANT AT TOP OF BASE "/"Z///7 //////,A TYP COVE BASE / CABINET BODY TRANSITION 6" = 1'-0" 0 CIDLu 1- 0 \ TILE SEALANT TO MATCH GROUT COLOR (E) CERAMIC TILE FLOORING (E) FLOOR TILE / (E) FLOOR TRANSITION DETAIL 6" = 1'-0" Vir VT QUARRY TILE "SCHLUTER" RENO -T. BRONZE FINISH TILE (E) FLOOR 0��\, QUARRY TILE / TILE TRANSITION DETAIL 6" = 11-0" NOTE: 1. ALL WOOD BACKING AND BLOCKING ON MILLWORK SHALL BE FIRE -RETARDANT TREATED WOOD. 2. FILL ALL HOLLOW AREAS BENEATH MILLWORK (INSIDE CURB) WITH EXPANDABLE FOAM TO ELIMINATE POTENTIAL INSECT AND RODENT HARBORAGE AREAS. REFER TO MILLWORK & KITCHEN DWGS. DIEWALL AS SCHEDULED MTL. CHANNEL ANCHOR TO FLOOR AT 32" O.C. FILL HOLLOW AREA WITH EXPANDABLE FOAM. COMPLY W/ SECTION 2603 OF IBC MARINE GRADE PLYWOOD CURB VARIES SEALANT WATERPROOF E. MEMBRANE COVED BASE TILE (COORDINATE W/ MILLWORK & KITCHEN EQUIPMENT) SC- //27/ 7// TYP. EQUIPMENT CURB 3" = 1'-0" CL SINK WATER SUPPLY REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION INSULATED DRAIN LINE FLUSH MOUNTED, FLEX -TIGHT JBOX ALL OPENING IN CABINETRY TO BE SEALED W/ FLEXIBLE SEALANT ACCESS PANEL TO CHASE ALL ELECTRICAL, PLUMBING & OTHER CONDUITS TO BE CONCEALED IN CHASE SANITARY COVE BASE; 4"H MIN. AIR GAP BETWEEN DRAIN LINE & FLOOR SINK FINISH FLOOR FLOOR SINK W/ HALF GRATE p%?r�5'1 TYP. CONDUIT CONCEALMENT @ TOEKICK 1" = 1'-O" FRP BOARD WATERPROOFING MEMBRANE J -MOLD CAULK BASE AS SCHED. DETAIL @ W.P. MEMBRANE 3" = 1'-0" 1 16 GA. GSM BACKING FOR KIT. EQUIP. ATTACHMENTS. SEE KIT.DWGS. FOR LOCATIONS FRP BOARD 0/ MOISTURE RESISTANT GYP. BD. CHASE WITH CO2, LIQUOR, BEER, SODA LINES, ETC. GAS LINE WATER LINE CONDUIT WASTE LINE CAULK 8"H. CEMENT BACKER BD. FRM'G AS REQ'D INTEGRAL COVED BASE W/3/8" MIN. RADIUS, TILE AS SHOWN ON FLR. FIN. PLAN SEALANT PIPE/CONDUIT DIAGRAM @ HALF WALL 3" = 1'-0" THINSET QUARRY TILE CL ° 7 4 a ° rd 4 I I I I I I I I I I I I I I I I (N) CONCRETE (E) CONCRETE SEALANT 111111111 1 ALL AROUND MOUNT DRAIN FLUSH OR RAISED PER PLUMBING DRAWINGS AND CODES. LOCATE DRAIN BODY BASED ON DESIRED HEIGHT OF GRATE FLOOR SINK SLOPE TO DRAIN ° 4 ° ° ° SQUARE BLOCKOUT AS REQIRED THROGH (E) SLAB ON GRADE DRAIN BODY CAST INTO CONCRETE SLAB AND SECURELY FASTENED TO STRUCT AS NECESSARY FLOOR SINK DETAIL 3" =1'-0" / THIN SET QUARRY TILE SLOPE TO DRAIN 4 4 ° ° ° 4 4 CL °d (N) CONCRETE (E) CONCRETE a°. 4 ti SQUARE BLOCKOUT AS REQIRED THROGH (E) SLAB ON GRADE R CEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER FLOOR DRAIN WITH ADJUSTABLE TOP SEALANT ALL AROUND I I ° 4 ° 4- ° DRAIN BODY CAST INTO CONCRETE SLAB AND SECURELY FASTENED TO STRUCT AS NECESSARY FLOOR DRAIN DETAIL 3" =1'-0" © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE M A R K R STEVENS A R CHI TEC TUR E & L IGH T 60 BRADY STREET SAN'. FRANCISCO C A.LIF ORN IA 94I03 i s 1 4 1 5. 6 7 6. 3 9 6 9 (a a 4 1 5. 3 9 7. 4 3 7 5 olfit eearcnitectureond tight. com 1 CONSULTANT: 11111.01 J a co o2co 20c0 I— �Z< W 0 W = J Z J 0 0c� CO O ~ 0 ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: TYP. ACCESSIBILITY & CONSTRUCTION DETAILS SHEET NUMBER: JA0.4 WOMEN'S TOILET JANITOR ROOM WOMEN'S EMPLOYEE TOILET PROJECT LOCATION SITE PLAN n.t.s. C4D" 1111111111111) 1111111111111 WOMEN'S EMPLOYEE TOILET O JANITOR ROOM (E) 1�6'-0" DISTANCE TD EXI IND RESTROO EMPLOYEE LOCKERS 111111111111111111111111111011111111 (E) 10510" DISTA CE TO ISTING RESTRObMS L. PASSENGER ELEVATOR FREIGHT ELEVATOR FROM LOADING DOCK MEN'S TOILET 3 SITE PLAN / SHELL BUILDING PLAN — 3RD FLOOR 1/32"=I-0" NA Ws eRTE P 13] STUDIO 121 PETITE FOCUS PETITE FOCUS STUDIO 12 POINT OF VIEW ® Iri�-41 POINT OF VIEW POINT OF VIEW INDIVIDUALIST B POINT OF VIEW DRESSES CHILD CARE D NARRATIVE COATS NARRATIVE 11111 11111111 11111 11111111 PASSENGER ELEVATOR FREIGHT ELEVATOR FROM LOADING DOCK SITE PLAN / SHELL BUILDING PLAN — 2ND FLOOR r--) 1 /32"=1'-0" 2 PLANTER ACCESSORIES HANDBAGS THE RAIL THE RAIL COSMETICS LJJ.LJ B.P. SHOES SI MEN'S SHOES MEN'S CLOTHING B.P. SHOES WOMEN'S SHOES MEN'S FURNISHINGS r j� 7pin-��I/ E .NL OR muumuu mmHg r. r 5; inn 1�>��4�I�lli1i 11111`L=/' PASSENGER ELEVATOR FREIGHT ELEVATOR FROM LOADING DOCK SITE PLAN / SHELL BUILDING PLAN — 1ST FLOOR 1 /32"=1'-0" 3os7 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER PROJECT NORTH © 2012 ARCHITECTURE & LIGHT DARRELL NA THORNE tAA R K R STEVENS 60 BRADY S T RE E T SAN FRANCISCO CALIFORNIA 9 4 1 0 3 tel 4 1 5. 6 7 6. 3 9 9 9 Tax 4 1 5, 3 9 7. 4 3 7 5 atfise@erchlt6 ctureon Atioht.<o m CONSULTANT: J J Q 00 LO CD2 2 w co O�LJJO W Z Q �zw� U Lu = J ZJ0� 0 O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK 1 N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: SITE / BUILDING PLAN SHEET NUMBER: JAI.O EO FULL TILE E Q MIL ce EAST FI P-1 WALL COVERING FOR REFERENCE ONLY SCT('2 1 1 NORT 1 WEST E 6 FULL TILES E ti PARTIAL HEIGHT PARTITION' I' BELOW COUNTERTOP THIRD FLOOR MENS TOILET ROOM 368 TILE PLAN 1/4"=11-0" 3'_0" 2'-11" 5'-1 1/2 " I , I £ 31 6I' :VERIFY EXISTING CARRIER PARTITION TOP BEST THIRD FLOOR MENS TOILET ROOM 368 ELEVATIONS 1/4"=1-0" START POINT FOR TILE PATERN THIRD FLOOR WOMENS TOILET ROOM 341 TILE PLAN 1/4"=1'-0" .SCTPSN7........... DV CH CH PTD/WR SCTPSN 0 2' AT' 2'O" ti% SNV DTD/WR p 1.3•osci THIRD FLOOR MENS TOILET ROOM 368 114"=1'-0" Ge4 REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION THIRD FLOOR WOMENS TOILET ROOM 341 1/4"=1'-0" RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS A R CHI TEC TLIR E & L I C H T 6 0 BRADY STREET SAN FRANCISCO CALIFORNIA 9 4 1 0 3 lel 4 1 5. 6 7 6. 3 9 9 9 foe 4 1 5. 3 9 7. 4 3 7 5 office 6' arc one Cluttaa Alight .com CONSULTANT: NM* J J 02coo 20100 O Et W W Z Q �zW� U W = J Ce 0 r: 0 D Z D 0 oo� Cf) oF- 0 ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: 1 AREA OF WORK NORDSTROM 005 LEVEL 3 N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: EXISTING RESTROOMS PLANS SHEET NUMBER: JA1.1 FOR REFERENCE ONLY NORDSTROM, INC. NORDSTROM SOUTHCENTER (005) - 2013 REMODEL TUKWILA, WA ROOM FINISH SCHEDULE ROOM ROOM NAME FLOOR FINISH BASE WALL FINISH FINISH CEILING FINISH FRNT PTfV INT PIN REMARKS 338 WOMEN'S TOILET VESTIBULE 334 JANITOR CT -1M ST -2P * 0836A *P-1 * *PAINT AT FEHC (ADD01) *PATCH/MATCH EXISTING FINISHES AT NEW urns v 341 WOMEN'S TOILET ROOM 342 WOMEN'S LOUNGE CT -2M CT -2M ***0002 CT -2M 0832 ***0002 *0040 **0041 343 MOTHER'S ROOM 344 KIDS' WEAR BOYS' DRESSING ROOM 346 STOCK 350 VESTIBULE 351 BP. DRESSING ROOM 355 VESTIBULE 'IF.F. ?ARAM T7911 FT VFCTtR117 F CT -3M CT -314 *CT -4P *0841 *P-1 **P-1 0840 P-1 P-1 *EXTENT PER TOILET ROOM ELEVATIONS**WOOD TRIM CAP AT PARTIAL HEIGHT WALL * CT -1M *0016 **0017 * CT -3M RB -3 * RB -4 R8-3 *4t*P-1 **P-1 *0840 *P-1 **0842 ***0240 P-5 ****0212 *****1348 P-1 * * *ACCENT WALLCOVERING, EXTENT PER "'T"Y'O V" 'V fit *EXTENT PER TOILET ROOM ELEVATIONS**ACCENT WALLCOVERING, EXTENT PER DRAWINGS***CARPEL` PAD(PRO1) 0239 0240 *CARPET TILE LAYOUT AND START POINT PER DRAWINGS, INSTALL IN ASHLAR PATTERN**CARPET AT PLATFORM***PERIMETER WALLCOVERING (ADD01) *PATCH/MATCH EXISTING FINISHES AT NEW WORK 0210 0211 *RANDOM MONOLITHIS INSTALLATION , START POINT AS INDICATED ON DRAWINGS**CARPET AT PLATFORM***WOOD BASE AT BUILT-IN PLATFORM****PERIMETER WALLCOVERING*****PAINT OVER PERIMETER WALLCOVERING (ADD01)(PR??) *EXISTING FINISH TO REMAIN**PAINT EXISTING BASE***PAINT AT FEC *DaTrtouerrm FYTCTTi4!_ FT6ITCI4FC AT MFW 368 MEN'S TOILET ROOM ''7c une1TDtttr CT -2M CT -3M DD_A *CT -4P *0839 *P-1 **13-1 n- c P-3 WORK *EXTENT PER TOILET ROOM ELEVATIONS**WOOD TRIM CAP AT PARTIAL HEIGHT WALL *DAM"' AT err 381 LINGERIE DRESSING ROOM 384 VESTIBULE [GENERAL BID/PERMIT][ADD01][PRO1) 0044 ***0002 CT -1M RB -3 R8-4 EAST *P-5 *0248 **13-1 *PL -3 **P-5 Pap 8of10 0247 0247 *PERIMETER WALLCOVERING**PAINT AT FERC***CARPET PAD (ADD01) *FULL HEIGHT PLAM ALL WALLS**PAINT AT FEC 11/12/12 ROOM FINISH SCHEDULE N.T.S. (3) EQ r FT EQ is (FI P-1 )--j—• (FICT-3P ) Q1 EQ4 PTD/WR AND AMD CENTERED ON TLE JOINT, T1P FINISH LEGEND CODE MANUFACTURER DESCRIPTION SIZE COLOR /FINISH COMMENTS ASI PR# ACOUSTICAL PANELS AP -1 Armstrong Sound Soak Wall Panel Wall Panels — Oatmeal J-moldng — Sand CONCRETE SLAB Concrete Sealed NOT USED EADD011 CERAMIC TILE (reference drawings for specific cut size) CT -1M Stone Source Dunes Porcelain Actual size: 15.75"x23.62"x 0.39" Finish: Matte Use Grout: G-2 Use sealant SE -2 CT -1P Stone Source Dunes Porcelain Actua i Size: Finish : Polished Use grout G-2 PAINT P-1 0.39 Polyurethane paint with 30% sheen for dressing room stylemark doors only _ 2121-70, Chantilly Lace \ I I 1 I I 1 I I I I ' ' I P 1 I I I I I 1 I I -i -1 - 6 n Chalet Color Body Porcelain Actual site: 5 7/8" x 23 5/8" x 3/8" IF Use grout G-3 Use sealant SE -5 / ' CT -3M Daltiie Chuck Hill, 206.767.2265 ir 6 FULL TILES Actual size: 5 31/32 "x11 5/8" x 3/8" PN98, Gray Fog Finish: Matte Use grout 0-3 Use sealant SE -5 / / CT -4P Deltile Chuck Hill, 206.767.2265 Identity Floor Color Body Porcelain Actual size: 11 34"x 23 W x 3/8" SNV R 0 o Use grout G-4 Use sealant SE 4 rT-FAA nolfile, AMIFe, !Irreir 1 II4,ttol ciae,. 5e74F AImmA I Ice, nr *.t 21 \ / \ / ` L.I /�r� --'I I I I j` _ 1 11) 1 (FI P-1 )--j—• (FICT-3P ) Q1 EQ4 PTD/WR AND AMD CENTERED ON TLE JOINT, T1P FINISH LEGEND CODE MANUFACTURER DESCRIPTION SIZE COLOR /FINISH COMMENTS ASI PR# ACOUSTICAL PANELS AP -1 Armstrong Sound Soak Wall Panel Wall Panels — Oatmeal J-moldng — Sand CONCRETE SLAB Concrete Sealed NOT USED EADD011 CERAMIC TILE (reference drawings for specific cut size) CT -1M Stone Source Dunes Porcelain Actual size: 15.75"x23.62"x 0.39" Finish: Matte Use Grout: G-2 Use sealant SE -2 CT -1P Stone Source Dunes Porcelain Actua i Size: Finish : Polished Use grout G-2 Chuck lilt, 206.767.2265 Wall Tile 6"x6" (Wall& Matching Cove Base) Finish: Matte Use sealant SE -1 1/16" grout joint per manufacturer's recommendation CT -6M Daltile Chuck Hill, 206.767.2265 Diamante Torreon Color Body Porcelain Actual size: 1111/16*x11 11/16"x 1/4" TN95 Cloud Use grout G-5 Use sealant SE -5 FIRE TAPING FT -2 Fire Tape and prime GROUT Intemat0-1 Laticrete I Parma Color ional Inc. 23, Antique White [ADD01] CODE MANUFACTURER DESCRIPTION SIZE COLOR /FINISH COMMENTS ASI /PR# M-11 Prism Powder Coatings Ltd. Cool Bone White Powdercoat VE -156 LP46-PW-212 AS9275 (Referenced from display casework drawings only) MOLDED PLASTIC MP -1 Corian Surfaces by Du Pant Color: Night Sky Finish: Polished (Referenced from display casework drawings only) MP -2 Conan Surfaces by Du Pant Cdor: Glacier White Finish: Polished (Referenced from display casework drawings only) MP -3 Avonite Surfaces Color: White f i-8016 Finish: Polished (Referenced from display casework drawings only) MP -4 LG Hi -Macs Color: Arctic White 806 PAINT P-1 0.39 Polyurethane paint with 30% sheen for dressing room stylemark doors only \ / 2121-70, Chantilly Lace \ CT -2M Daitile Chuck Hill, 206.767.2265 Chalet Color Body Porcelain Actual site: 5 7/8" x 23 5/8" x 3/8" / Rovere J301 Finish: Matte Use grout G-3 Use sealant SE -5 / ' CT -3M Daltiie Chuck Hill, 206.767.2265 Plaza Nova Color Body Porcelain Sanitary Coved Base Actual size: 5 31/32 "x11 5/8" x 3/8" PN98, Gray Fog Finish: Matte Use grout 0-3 Use sealant SE -5 / / CT -4P Deltile Chuck Hill, 206.767.2265 Identity Floor Color Body Porcelain Actual size: 11 34"x 23 W x 3/8" Paramount White, MY30 Grooved Finish: Light Polished Use grout G-4 Use sealant SE 4 rT-FAA nolfile, AMIFe, !Irreir 1 II4,ttol ciae,. 5e74F AImmA I Ice, nr *.t 21 \ Chuck lilt, 206.767.2265 Wall Tile 6"x6" (Wall& Matching Cove Base) Finish: Matte Use sealant SE -1 1/16" grout joint per manufacturer's recommendation CT -6M Daltile Chuck Hill, 206.767.2265 Diamante Torreon Color Body Porcelain Actual size: 1111/16*x11 11/16"x 1/4" TN95 Cloud Use grout G-5 Use sealant SE -5 FIRE TAPING FT -2 Fire Tape and prime GROUT Intemat0-1 Laticrete I Parma Color ional Inc. 23, Antique White [ADD01] CODE MANUFACTURER DESCRIPTION SIZE COLOR /FINISH COMMENTS ASI /PR# M-11 Prism Powder Coatings Ltd. Cool Bone White Powdercoat VE -156 LP46-PW-212 AS9275 (Referenced from display casework drawings only) MOLDED PLASTIC MP -1 Corian Surfaces by Du Pant Color: Night Sky Finish: Polished (Referenced from display casework drawings only) MP -2 Conan Surfaces by Du Pant Cdor: Glacier White Finish: Polished (Referenced from display casework drawings only) MP -3 Avonite Surfaces Color: White f i-8016 Finish: Polished (Referenced from display casework drawings only) MP -4 LG Hi -Macs Color: Arctic White 806 P-3 To match new ceiling tiles P-4 NOT USED P-5 Sherwin Williams SW7017 Dorian Gray P-6 Benjamin Moore OC -82, Baby's Breath P-7 NOT USED P-8 Wdf Gordon No exceptions Scuffrnaster Scrub Tough To match Benjamin Moore 2121-70, Chantilly Lace P-9 Sherwin Williams SW 7038, Tony Taupe FINISH LEGEND ML 4L NORTH 4`N '1 WALL COVERING FICT-2M) V • L) N.T.S. SDS CUT TILE WEST HEALTH DEPARTMENT NOTES 1. The following notes refer to all food preparation, storage, and dish washing areas, and to garbage, refrigeration, and storage rooms: A. Floors shall be a smooth and impervious surface, easily cleanable, sloped to drain at 1/8 inch per foot, with a minimum 6 inch high cove base with a continuous 3/8 inch radius at the wall -to -floor juncture. B. Walls shall be smooth, washable, light-colored, and sealed or painted with enamel paint. C. Ceilings shall be smooth, nonabsorbent, and light-colored with a washable finish. D. All exposed conduit, plumbing, etc. must be installed at least 6 inches off the floor and 1/2 inch away from walls. All exposed conduit is to be sealtight or equivalent. E. All conduits and pipes shall be concealed in wall, or enclosed, or mounted to facilitate cleaning. F. Operable windows shall be screened with no greater than #14 mesh wire. G. All exterior doors shall be self-closing and tight fitting. H. Openings at base and sides of exterior doors shall be not greater than 1/4 inch. All areas around exterior wall pipes and other openings shall be tightly sealed. All exterior wall vents shall be properly screened with 1/4 inch x 1/4 inch wire mesh screening. 1. Light fixtures shall have protective shields or shatterproof bulbs and shall provide a minimum of 20 foot-candles of light at 30 inches above floor in all food preparation areas and cleanup areas, and 10 foot-candles in bars, storage rooms, refrigeration, toilet and dressing rooms. 2. Plumbing: A. All sinks to be provided with adequate hot and cold water from mixing faucets. B. Where required, back flow preventors shall be provided at mop sinks, janitor's sink faucet, EMF, etc. C. Any trash storage area receiving food waste or food containers must have a hose bib to facilitate cleaning. Floor, walls, and ceiling will be smooth and cleanable. D. Indirect waste of ice machines and bins, food preparation sinks, display cases, refrigerator units, steam tables, and similar equipment shall be to an approved readily accessible receptor. E. Floor sinks shall be installed flush with the floor surface. All condensate and similar liquid waste shall be drained by means of indirect waste lines into an open floor sink. Horizontal runs of drain lines shall be minimum 6 inches off the floor, slope 1/4 inch per foot, and terminate at least 1 inch above the overflow rim of the floor sink. F. Dish washing machines shall be connected to the sewer immediately downstream from floor drains, or through approved indirect connection. 3. Sinks and Utensil Washing Equipment: A. All sink compartments shall have hot and cold water through a mixing faucet, and an approved sewer connection. B. A hand washing sink shall be provided with a permanently mounted single service soap and towel dispenser. 4. Utensils and Equipment: A. All Equipment and fixtures shall comply with National Sanitation Foundation (NSF) standards, or its equivalent, for design fabrication, material, construction, and installation. B. All cracks and crevices around metal flashing, sink backsplashes, and pipes and conduits; and within counters, and cabinets, shall be sealed with a non -hardening sealant, either silicone or its equal. C. All equipment shall be constructed and installed so that both the piece of equipment itself, and the zone beneath it are easily cleanable. D. All working surfaces shall be smooth and impervious. 5. Ventilation: A. Mechanical exhaust ventilation shall be provid All equipment construction and installatio requirements and the latest edition of th all cooking equipment. Make-up air shall be provided. all be in : a. ce ' ' 1 I 2009 Intemational Mechanical Code. B. All rooms shall be mechanically ventilated. 6. Storage: Tiding and safety A. Provide adequate space for food items. Shelves shall be NSF (National Food Service) approved material; the bottom shelf shall be a minimum of 6 inches above the floor. B. Provide adequate space for non-food items, including, but not limited to, cleaners, towels and apparel. C. Provide separate enclosure for chemicals, insecticides, and poisons, if stored in food preparation areas. D. Provide a separate storage container for soiled linens, towels, and apparel. E. Provide a designated area for mops, buckets and cleaning items, separate from food preparation or storage, utensil washing, or utensil storage. F. Provide adequate garbage storage area inside and outside. Containers shall be leak and rodent proof. G. Provide adequate refrigerated storage. H. All refrigeration equipment for hot storage shall have thermometers which are easily readable and in proper working order. 7. Lighting: All low voltage lighting fixtures/lamps to have protective cover glass. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION �— BASE TILE DOES NOT ALIGN WITH WALL OR FLOOR TILE JOINTS, TO BE CENTERED WITH EQUAL CUTS ON EACH WALL, TYP RECEIVED CITY OF TUKWILA MAR 2 0 2013 PERMIT CENTER TYP PAINT P-1 Benjamin Moore Polyurethane paint with 30% sheen for dressing room stylemark doors only \ / 2121-70, Chantilly Lace \ I P-2 NOT USED i / ' / / / P-3 To match new ceiling tiles P-4 NOT USED P-5 Sherwin Williams SW7017 Dorian Gray P-6 Benjamin Moore OC -82, Baby's Breath P-7 NOT USED P-8 Wdf Gordon No exceptions Scuffrnaster Scrub Tough To match Benjamin Moore 2121-70, Chantilly Lace P-9 Sherwin Williams SW 7038, Tony Taupe FINISH LEGEND ML 4L NORTH 4`N '1 WALL COVERING FICT-2M) V • L) N.T.S. SDS CUT TILE WEST HEALTH DEPARTMENT NOTES 1. The following notes refer to all food preparation, storage, and dish washing areas, and to garbage, refrigeration, and storage rooms: A. Floors shall be a smooth and impervious surface, easily cleanable, sloped to drain at 1/8 inch per foot, with a minimum 6 inch high cove base with a continuous 3/8 inch radius at the wall -to -floor juncture. B. Walls shall be smooth, washable, light-colored, and sealed or painted with enamel paint. C. Ceilings shall be smooth, nonabsorbent, and light-colored with a washable finish. D. All exposed conduit, plumbing, etc. must be installed at least 6 inches off the floor and 1/2 inch away from walls. All exposed conduit is to be sealtight or equivalent. E. All conduits and pipes shall be concealed in wall, or enclosed, or mounted to facilitate cleaning. F. Operable windows shall be screened with no greater than #14 mesh wire. G. All exterior doors shall be self-closing and tight fitting. H. Openings at base and sides of exterior doors shall be not greater than 1/4 inch. All areas around exterior wall pipes and other openings shall be tightly sealed. All exterior wall vents shall be properly screened with 1/4 inch x 1/4 inch wire mesh screening. 1. Light fixtures shall have protective shields or shatterproof bulbs and shall provide a minimum of 20 foot-candles of light at 30 inches above floor in all food preparation areas and cleanup areas, and 10 foot-candles in bars, storage rooms, refrigeration, toilet and dressing rooms. 2. Plumbing: A. All sinks to be provided with adequate hot and cold water from mixing faucets. B. Where required, back flow preventors shall be provided at mop sinks, janitor's sink faucet, EMF, etc. C. Any trash storage area receiving food waste or food containers must have a hose bib to facilitate cleaning. Floor, walls, and ceiling will be smooth and cleanable. D. Indirect waste of ice machines and bins, food preparation sinks, display cases, refrigerator units, steam tables, and similar equipment shall be to an approved readily accessible receptor. E. Floor sinks shall be installed flush with the floor surface. All condensate and similar liquid waste shall be drained by means of indirect waste lines into an open floor sink. Horizontal runs of drain lines shall be minimum 6 inches off the floor, slope 1/4 inch per foot, and terminate at least 1 inch above the overflow rim of the floor sink. F. Dish washing machines shall be connected to the sewer immediately downstream from floor drains, or through approved indirect connection. 3. Sinks and Utensil Washing Equipment: A. All sink compartments shall have hot and cold water through a mixing faucet, and an approved sewer connection. B. A hand washing sink shall be provided with a permanently mounted single service soap and towel dispenser. 4. Utensils and Equipment: A. All Equipment and fixtures shall comply with National Sanitation Foundation (NSF) standards, or its equivalent, for design fabrication, material, construction, and installation. B. All cracks and crevices around metal flashing, sink backsplashes, and pipes and conduits; and within counters, and cabinets, shall be sealed with a non -hardening sealant, either silicone or its equal. C. All equipment shall be constructed and installed so that both the piece of equipment itself, and the zone beneath it are easily cleanable. D. All working surfaces shall be smooth and impervious. 5. Ventilation: A. Mechanical exhaust ventilation shall be provid All equipment construction and installatio requirements and the latest edition of th all cooking equipment. Make-up air shall be provided. all be in : a. ce ' ' 1 I 2009 Intemational Mechanical Code. B. All rooms shall be mechanically ventilated. 6. Storage: Tiding and safety A. Provide adequate space for food items. Shelves shall be NSF (National Food Service) approved material; the bottom shelf shall be a minimum of 6 inches above the floor. B. Provide adequate space for non-food items, including, but not limited to, cleaners, towels and apparel. C. Provide separate enclosure for chemicals, insecticides, and poisons, if stored in food preparation areas. D. Provide a separate storage container for soiled linens, towels, and apparel. E. Provide a designated area for mops, buckets and cleaning items, separate from food preparation or storage, utensil washing, or utensil storage. F. Provide adequate garbage storage area inside and outside. Containers shall be leak and rodent proof. G. Provide adequate refrigerated storage. H. All refrigeration equipment for hot storage shall have thermometers which are easily readable and in proper working order. 7. Lighting: All low voltage lighting fixtures/lamps to have protective cover glass. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION �— BASE TILE DOES NOT ALIGN WITH WALL OR FLOOR TILE JOINTS, TO BE CENTERED WITH EQUAL CUTS ON EACH WALL, TYP RECEIVED CITY OF TUKWILA MAR 2 0 2013 PERMIT CENTER TYP SOUTH bros� THIRD FLOOR WOMENS TOILET RESTROOM 341 ELEVATIONS /� N.T.S. ® 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS ARCHITECTURE. LICHT 60 BRADY STREET SAN FRANCISCO CALIFORNIA 9 4 1 0 3 t e l 4 1 5. 6 7 6. 3 9 9 9 fox 4 1 5. 3 9 7. 4 3 7 5 offiseeorcAitactureandtlgllt.com CONSULTANT: J J L) C op o G CO fX ''^^opZw v J w=Q OI—�`J Z 0 OrnD E- sc)0 V"" ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK DATE: March 19, 2013 JOB NO 2012.040 SCALE: AS NOTED DRAWING TITLE: RESTROOM FINISHES & HEALTH NOTES FOR REFERENCE SHEET NUMBER: JAI.2 i \ / � \ I \ . i / ' / / / / �/ / / / / / / / / \ \ \\— \ \ \ / \ / ` / `1 /�r� --'I '—,T 1 SOUTH bros� THIRD FLOOR WOMENS TOILET RESTROOM 341 ELEVATIONS /� N.T.S. ® 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS ARCHITECTURE. LICHT 60 BRADY STREET SAN FRANCISCO CALIFORNIA 9 4 1 0 3 t e l 4 1 5. 6 7 6. 3 9 9 9 fox 4 1 5. 3 9 7. 4 3 7 5 offiseeorcAitactureandtlgllt.com CONSULTANT: J J L) C op o G CO fX ''^^opZw v J w=Q OI—�`J Z 0 OrnD E- sc)0 V"" ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK DATE: March 19, 2013 JOB NO 2012.040 SCALE: AS NOTED DRAWING TITLE: RESTROOM FINISHES & HEALTH NOTES FOR REFERENCE SHEET NUMBER: JAI.2 LOUNGE SEATING DEMO (E) GLASS RAILING 1 FLOOR PLAN GENERAL NOTES: 1. ALL FRAMING SHALL BE 20 GA. MIN, U.O.N. 2. PROVIDE 16 GA. GSM BACKING OR 2X FIRE RETARDANT LOCKING FOR WALL & CEILING MOUNTED SHELVING & FIXTURES AS INDICATED ON ELEVATIONS 3. REFER TO SHEET RA0.1 FOR DOOR SCHEDULE 4. REFER TO SHEET RA0.1 FOR FINISH SCHEDULE 5. REFER TO KITCHEN DRAWINGS FOR FLOOR DRAIN & FLOOR SINK LOCATIONS 6. PORTABLE FIRE EXTINGUISHERS SHALL : BEAR THE LABEL OF AN APPROVED AGENCY BE OF AN APPROVED TYPE BE INSTALLED IN A VISIBLE LOCATION BE AVAILABLE TO THE OCCUPANTS. 7. ALL EXTERIOR FURR WALLS TO RECEIVE THERMAL BATT INSULATION 8. ALL DIMENSIONS ARE MEASURED FROM FINISH WALL. 9. CONTRACTOR TO LABEL LOCATION OF SHUTOFF VALVES FOR NORDSTROM. C2> FLOOR PLAN SYMBOLS: r FIRE EXTINGUISHER CABINET, PAINTED TO MATCH ADJACENT WALL COLOR. FE FIRE EXTINGUISHER WALL TYPES LEGEND: V A (N) +44" HIGH PARTIAL HEIGHT WALL ARCHITECTURE FLOOR PLAN LEGEND AND NOTES 23'-12 2'-0' 0 N 9-6" SERVICE LINE 1J 15'-8" BAR SEATING 14'-2" 3' 82' 17'-4" (V.I.F.) rN\ 1 ',ACV N / 1 CV /� 'I - Ir J j � FEC I i 3'-0" 17'-4" (V.I.F.) 11" 1'-5" —IN CO IN M f ` DEMO (E) GLASS RAILING ARCHITECTURAL FLOOR PLAN 1/2" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER © 2012 ARCHITECTURE & LIGHT DARR€LL HAWTHORNS MARK R STEV A R CHITECTUR. E & L IGHT 60 BRADY STREET 5 A N FRANCISCO' CALIFORNIA 9 4 I 0 3 fel 1 1 5. 6 7 6. 3 9 9 9 Fax 4 1 5. 3 9 7. 4 3 7 5 olficeK archlte ctareone l 9h t.com CONSULTANT: J J Lo 2 00 00 0 N- 2 0 ct 00 OLL W z Q zw� CCLu = 0 I- ZD0� 0u)� 0 0 ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK---- \am N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: FLOOR PLAN SHEET NUMBER: JA2.0N PROJECT NORTH FLOOR FINISH LEGEND: //// ® TILE ..--a- -b— B-2: TILE BASE -WW...- B-3: STONE BASE TO MATCH (E) BASE @ PEDESTAL (E) BASE @ COLUMN PEDESTAL TEXTURED QUARRY TILE IN TRAFFIC AREAS, 1 �-2 BACK OF HOUSE TYP. MILLWORK CURB OFD FLOOR DRAIN FLOOR SINK CGS BASE TYPES LEGEND: B-1: STAINLESS STEEL BASE ..--a- -b— B-2: TILE BASE -WW...- B-3: STONE BASE TO MATCH (E) BASE @ PEDESTAL (E) BASE @ COLUMN PEDESTAL (2) FINISH PLAN GENERAL NOTES: 1 SERVING LINE AND BAR TO RECEIVE 5" SANITARY COVE BASE W/ 8" RADIUS COVE THROUGHOUT. REFER TO FINISH SCHEDULE FOR TYPES. 2. REFER TO DETAIL IN SHEET RA0.3 FOR WATERPROOFING AND BASE DETAILS IN SERVING LINE AND KITCHEN. 3. FLOOR SHALL SLOPE TO DRAIN AT A MINIMU OF 1/4" PER FOOT AS SHOWN ON PLAN. 4. GENERAL CONTRACTOR TO PROVIDE WATERPROOF MEMBRANE AS PER MANUFACTURER'S RECOMMENDATIONS AT JUICE BAR AREAS. EXTEND WATERPROOF MEMBRANE 6" AFF AT ALL PARTITION WALLS. ALL FLOOR PENETRATIONS SHALL BE SEALED AND WATERTIGHT. 5. ALL DISSIMILAR FLOORING MATERIAL TRANSITION LINES WILL BE LOCATED AT CENTERLINE OF OPENING. 6. PROVIDE PROPER TRANSITION STRIPS BETWEEN DIFFERENT FLOORING MATERIALS VERIFY WITH ARCHITECT PRIOR TO ORDERING AND INSTALLATION. 7. ALL WALLS TO BE TAPED, TEXTURED SMOOTH TO LEVEL 4 FINISH, PRIMED AND PREPARED FOR DESIGNATED WALL FINISHES. 8. GENERAL CONTRACTOR TO PROVIDE 1/2"PLYWOOD OR BLOCKING ON WALLS FOR EQUIPMENT ACESSORIES. SEE EQUIPMENT SHEETS FOR ADDITIONAL INFORMATION FOR EQUIPMENT REQUIRING WOOD BLOCKING. 9. PAINT ALL SUPPLY, RETURNS, VENTS, AND ACCESS PANELS TO MATCH THE ADJACENT CEILING OR WALL COLOR. 10. MILLWORK CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL MILLWORK FINISHED, AND FIXTURES FOR ARCHITECT AND OWNER REVIEW AND APPROVAL PRIOR TO ORDERING AND INSTALLATION. ALL MILLWORK TO BE CONSTRUCTED WITH THE USE OF PREMIUM GRADE MATERIALS. 11. ALL ELECTRICAL LIGHTS AND OUTLETS INSTALLED IN MILLWORK CASES TO BE LISTED AND LABELED BY UL OR EQUIVALENT AGENCY (SUCH AS ETL) 12. JOINTS IN STONE COUNTERTOPS TO BE LOCATED A MINIMUM DISTANCE OF 18" FROM ANY LIQUID DISPENSING FIXTURES (GLASS FILLERS, SODA MACHINES, ETC.) ALL JOINTS TO BE SEALED WITH EPDXY GROUT AND BACK SPLASH SILICNE CAULKED TO THE TOP. JOINTS TO LAND AT SIDEWALLS OF CABINET BODIES BELOW. (NOTE: JOINTS CAN NOT BE LOCATED OVER VOID SECTIONS IN THE CABINETS WHERE UNDERCOUNTER EQUIPMENT IS LOCATED.) MIN. 3/4" MARINE PLYWOOD TO BE USED FOR COUNTER SUB -TOPS AT COOKLINE AND BEVERAGE STATION LOCATIONS. 13. THE MILLWORK AND COUNTERTOP CONTRACTORS MUST NOT BREAK EITHER THE SUBTOP OR THE STONE TOP OVER EITHER OF THOSE LONG THREE DOOR UNDERCOUNTER REFRIGERATORS. 14. APPLY FRP ON ALL OF THE WALLS AND EXPOSED GYP BOARD SURFACES WHERE A REFRIGERATOR OR AN EQUIPMENT SLIDES UNDER THE COUNTER. FINISH PLAN LEGEND AND NOTES DEMO (E) STORE TILE & PREPARE FOR NEW FLOORING .:REVIEWED FOR CODE COMPLIANCE onnev., rip APR 0 3 2013 City of Tukwila BUILDING DIVISION asp FLOOR FINISH PLAN 0 RECEIVED CITY OFTUKWILA FEB 1 4 2013 PERMIT CENTER N PROJECT NORTH 1/2" = 1-0" © 2012 ARCHITECTURE & LIGHT OAR ELL HAWTHORNE MARK R STEVENS 60 BRADY STREET SAN FRANCISCO CALIFORNIA 9 1 1 0 3 1¢1 115.676.3999 Fax 4 1 5. 3 9 7. 4 3 7 5 o11icre or<hIteclureondt iQh 1. corn 1 CONSULTANT: J — J QCO o2CCOO • Dcecc) O W W Z Q U Ce U = O �� ZD0� Ou)� 0 0 ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK J N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: FINISH FLOOR PLAN SHEET NUMBER: JA2.1 PATIO SEATING PLAN NOTES: 1. CHAIRS & TABLES ARE SPECIFIED BY ARCHITECTURE & LIGHT AND PROVIDED BY NORDSTROM. TRASH RECEPTACLES ARE PROVIDED BY MALL DEVELOPER. 2. KNEE SPACE AT TABLES IS 27"H X 30"W X 19"D TYP. INTERIOR SEATING COUNT: SEAT TYPE COUNT X SEAT TOTAL BAR SEATING 7 1 7 2 TOP TABLE 3 2 6 LOUNGE SEATING 7 1 7 SEAT 20 COUNT TOTAL ADA REQUIRED = 1 INTERIOR FURNITURE SCHEDULE ITEM / DESCRIPTION DIMENSIONS QUANTITY MFR. MFR.# FINISH FABRIC NOTES SEAT BACK TABLE TBL-1 BAR HEIGHT TABLE 24" 0 3 WCI N/A N/A CONTACT NORM SOBEL 415.621.6656 TBL-1.1 TABLE BASE - 3 WCI TL18L SATIN CHROME N/A N/A CONTACT NORM SOBEL 415.621.6656 TBL-2 SIDE TABLE 18"x18"x18" 2 GRAYSON SY-GR303 UNTREATED TEAK WOOD N/A N/A CONTACT : n/a CHAIR CH -1 "TRILLY" SWIVEL BAR STOOL 30.5" H 7 PEDRALI 1966 RED UPHOLSTRY, CHORMED TUBE FRAME FB -1 FB -1 CONTACT: 347.480.1218 CH -2 BAR STOOL 32.5" H 6 PRINCE SEATING 4-1126 ORANGE UPHOLSTRY, METAL FRAME FB -1 FB -1 CONTACT: 718.363.2300 CH -3 LOUNGE CHAIR 33.5" X 30.8" X 41.7" 7 INFURN EGG CHAIR RED - PREMIUM LEATHER FB -2 FB -2 CONTACT: support-us@infurn.com FABRIC FB -1 LOUNGE SEATING - GULF FABRIC - NAME: HBF 6585 COLOR: TANGERINE CONTACT: 813.875.2707 FB -2 - INFURN - NAME: LEATHER COLOR: RED CONTACT: REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 Ci' «f Tukwila BUILDIN% DIVISION SEATING PLAN © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS 60 BRADY STREET SAN FRANCISCO CALIFORNIA 94103 lel 4 1 5.676.3999 fax 4 1 5 .3 9 7. 4 3 7 5 offiteKorc hite [tureandti0RE com CONSULTANT: RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER N PROJECT NORTH 1/4" = 1'-O" NORDSTROM J J co L.02 O co CD Ce CO LU O WI --a Z 0 E._ = J>_ 0 O C O ~ O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK J N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: SEATING PLAN SHEET NUMBER: JA2.2 RCP LEGEND: X O (E) 2X2 ACT & GRID (E) 2X2 HVAC GRILLE (E) 2X2 LIGHT FIXTURE (E) 10" RECESSED DOWN LIGHT (E) TRACK FOR ADJUSTABLE LIGHTING (E) LINEAR COVED LIGHTING IN SOFFIT DECORATIVE PENDANT B.O. SHADE +9'4' A.F.F. ADJUSTABLE LIGHT ON 42" STEM - MOUNTED TO EXPOSED SLAB AT "BP" DEPARTMENT AREA (N) TRACK LIGHT ON (E) TRACK AT GYP BD CEILING — — — — — — UNDERCOUNTER LED STRIP S2 Si (N) RECESSED SPEAKER IN GYP BD CEILNG (N) RECESSED SPEAKER IN GYP BD CEILING 12'-1" C-2 TYP.I 15'-4" RCP GENERAL NOTES: 1. SEE ELECTRICAL PLANS FOR LIGHTING FIXTURE TYPES AND LIGHTING FIXTURE SCHEDULE. 2. CENTER SPEAKERS AND SPRINKLER HEADS IN CENTER OF ACOUSTIC CEILING PANELS. ALIGN SPRINKLER HEADS WITH ADJACENT FIXTURES AS ALLOWABLE. 3. PAINT ALL DIFFUSER TRIMS TO MATCH ADJACENT CEILING COLOR. 4. FOR ALL OTHER SYMBOLS NOT LISTED IN THE RCP LEGEND, REFER TO LIGHTING PLAN. RCP KEYNOTES: 1 2 3 4 5 PAINT ENTIRE CEILING ABOVE PROJECT SEMI -GLOSS ENAMEL PAINT TO MATCH (E) OPEN & PATCH CENTER COLUMN UP TO CEILING AS NECESSARY TO ACCOMMODATE (N) PLUMBING (N) SPEAKER, BY OTHERS P-2 (N) TV & FRAME (BY OTHERS) SECURED TO BLOCKING AT CENTER COLUMN. TV SPEC: SHARP LC-52LE640U (E) LIGHTOLIER TRACK TO REMAIN FOR (N) LIGHTOLIER TRACKHEADS (E) UNDERSIDE OF FLOORSLAB 13'-7" 15'-4" 15'-4" (E) UNDERSIDE OF FLOORSLAB (E) UNDERSIDE OF FLOORSLAB 13'-3" (E) BOARD FORM PLASTER VENEER 15'-4" (E) UNDERSIDE OF FLOORSLAB TOP OF (E) EXPOSED MECH. DUCT WORK 14'-3" TYP. (E) BOARD FORM PLASTER VENEER 14'-3" TYP. (E) BOARD FORM PLASTER VENEER 11'-0" 15'-4" 15'-4" 15'-4" (E) UNDERSIDE OF FLOORSLAB (E) UNDERSIDE OF FLOORSLAB (E) UNDERSIDE OF FLOORSLAB 13'-3" (E) BOARD FORM PLASTER VENEER 13'-6" C-1 10'-6" C-1 15'-4" (E) UNDERSIDE OF FLOORSLAB 12'-0" C-1 12'-0" C-1 12'-0" 12'-0" C-1 OPEN TO ABOVE REFLECTED CEILING PLAN bJO SI 12'-0" C-1 REVIEVV"ED FOR COPE CO.MPLI NCE APPROVE APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER 1/2" = 11-011 © 2012 ARCHITECTURE & LIGHT DARRELL HAWTNORNE MARK. R S T E V ARCHITECTURE & LIGHT 60 BRADY STREET SAN FRANCISCO CALIFORNIA 9 4 1 0 3 l e l 4 1- 5. 6 7 6 .. 3 9 9 9 lax 4 1 5. 3 9 7. 4 3 7 5 0tT1ceRwcttltC ctuteandti4ht. com CONSULTANT: J —J aIn 2 00� • °Ico O w rn 1— • L1-1 cnzw� � w=J O H zoo �oF- O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: AREA OF WORK I_J NORDSTROM 005 LEVEL 3 l N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: REFLECTED CEILING PLAN SHEET NUMBER: JA3.0 •10'-6" A.F.F. B.O. CEILING MENU 4'-6" A.F.F T.O. STONE 3'-8" A.F.F. T.O. LOW WALL �3'-0" A.F.F. T.O. COUNTER 1-7 A.F.F. T.O. SILL 0'-0" A.F.F. FINISH FLOOR c2> 3'-6" A.F.F. T.O. COUNTER 2'-10" A.F.F. T.O. ADA COUNTER 32-1" A.F.F. T.O. S/S GATE 0'-0" A.F.F. WD -1 A.D.A. COUNTER, S/S GATE ALIGN ST -1 CONVENIENCE DUPLEX AT BACKSPLASH, TYP. SEE ELEC DRAWINGS CLEAR GLASS FRUIT BIN / +36" A.F.F. S/S COUNTERTOP OPERATOR SIDE, BY KEC COUNTERTOP, ST -1 IV B-1 I— B-2 OPEN SHELV ALL SURFACES PL -2 OPENING FOR UNDER -COUNTER REFRIGERATOR ELEVATION @ FRONT SERVICE LINE 1/2" =1'-O" TV/FRAME MOUNTED TO COLUMN OPENING FOR UNDER -COUNTER REFRIGERATOR OPEN SHELES; ALL SURFACES PL -2 T I B-2 I-- X X DRAWN AT ANGLE B-1 2'-10" A.F.F.6" T.O. POS COUNTERY BF4 LED STRIP MOUNTED TO TRACK WD -1 SIGNAGE, BY OTHERS FIRE DIMMERS— EXTINGUISHER ACCESS — CABINET PANEL Compost /i,,psn Can .000 O C O 0Ct.,s-�Q7 0 o� J�L r1 - 0 i41/ /77/2/t2/%/ ENTIRE S/S BACK COUNTER SPLASH, BASE, & EQUIPMENT, BY KEC ELEVATIONS @ BACK SERVICE LINE 3/8" =1'-0" Adk 10'-6" A.F.F. B.O. CEILING 9'-0" A.F.F. B.O. PENDANT TOP OF S/S SWING GATE @ + 32-2"A.F.F. 6" sus —�sisI II I; fl 14 1! MI \I I II \'I III/ IVI Il —I P-1 I IVi c.c REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2313 Citi i flutkW la 416 3'-6" A.F.F. T.O. COUNTER 2'-10" A.F.F. T.O. P.O.S & A.D.A COUNTER 0'-0" A.F.F. FINISH FLOOR 1_ ■I 11 /f I PL -1 —1 W-1 1 B-1 ELEVATION @ SALES & BAR SEATING 3/8" =1-0" STAINLESS STEEL FOOTREST 34" HIGH ST -1 ADA COUNTER RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R S T E V E H S 60 BRADY STREET S. AN FR A N C 1 5 C 0 CALIFORNIA 9 1 1 0 3 to I 1 1 5. 6 7 6. 3 9 9 9 Fax 4 1 5. 3 9 7. 4 3 7 5 aifite 0rtn4tec4ufenndfIORt.tom CONSULTANT: NNW J —J LO O2co 5 O 00 O ce W UJ z Q W = Q CC O � Ft J Z D ° O D U F— os ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: AREA OF WORK J NORDSTROM 005 LEVEL 3 N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: INTERIOR SECTIONS & ELEVATIONS SHEET NUMBER: JA4.0 r (E) STORE LIGHTING BLOCKING RECESSED SPEAKER BY OTHERS. SEE RCP ARIES ` POWDERCOATED METAL "SLATS" OF VARIOUS SIZES, NOTCHED INTO VERTICAL POSTS (BY METAL SUB). INDIVIDUAL SPECS TBD. (E) COLUMN BEYOND ARIES SIGNAGE MOUNTED TO SLATS NOTCHED 411 X 3" TUBE STEEL POSTS, SECURED TO (N) LOW WALL & (E) SOFFIT ABOVE POSTS SECURED TO LOW WALL 44" HIGH PARTIAL HT WALL. 8" GYP OVER 38" METAL STUD FRAMING @ 16" 0.C. DEMO (E) GLASS RAILING (E) "PLANTER" TO REMAIN. PATCH AS NECCESARY B-3 TO MATCH BASE @ COLUMN PEDESTAL SECTION @SLAT WALL 1-1/2" =11-0" NEW S-1 "FLOATING" ON TOP OF DISPLAY CASE. rTcV N DETAIL @ DISPLAY CASE 3" = 1'-0" S-1 C -CHANNEL FOR VENTILATION AIR GAP 2" AIR GAP FOR DISPLAY CASE VENTING W-1 B-1 6 9" ALIGN ° 4 DETAIL @ DISPLAY CASE SILL 3" = 11-0" (E) COVE LIGHTING BF3 LIGHT ON STEM RECESSED SPEAKER BY OTHERS, SEE RCP ADA COUNTER RECESSED SPEAKER BY OTHERS, SEE RCP BF2 PENDANT BF1 (N) TRACK HEAD ON (E) TRACK —I w-1 1 I B-1 1 /S SWING GATE S/S CORNER GUARD 6" CABINET BY OTHERS B-1 ELEVATION @ SWING GATE 4 3/8" = 11-0" 13'-8" A.F.F. B.O. CEILING 12'-0" A.F.F. B.O. SOFFIT 10'-6" A.F.F. B.O. CEILING 9'-O" A.F.F. B.O. PENDANT s s s 4'-8" A.F.F. T.O. BACK WALL 2'-82" A.F.F. T.O. SWING GAT 0'-0" A.F.F. obik FINISH FLOOR C2 4X4X4 STEEL ANGLE FRAME, (BY METAL SUB) PAINTED P -X FRAME SUPPORT ATTACHED TO BLOCKING BLOCKING SECURED TO (E) COLUMN MOUNTING HARDWARE (BY OTHERS) 52" TV (BY OTHERS) (E) COLUMN 47-16" T T • (VERIFY CONDITIONS IN FIELD) SECTION @ TV & FRAME 1-1/2" = 13'-8" A.F.F. B.O. CEILING 12'-0" A.F.F. B.O. SOFFIT 10'-6" A.F.F. 0 B.O. CEILING 9'-0" A.F.F. B.O. PENDANT 7'-0" A.F.F. C.O. TV 4'-8" A.F.F. T.O. BACK WALL\ 3'-0" A.F.F. T.O. EQUIPMENT adi 0'-0" A.F.F. FINISH FLOOR (E) LIGHTING 0 ELEVATION FRAME, BY METAL SUB TV, BY OTHERS BLOCKING AS REQ'D, SECURED TO (E) STRUCTURAL COLUMN, BEYOND DEMO (E) RAILING (E)(LANTER TO REMAIN EQUP BY -" KEC (N) PLUMBING IN (E) GYP "PLANTER"/CHASE SECTION SERVICE LINE 0 RECESSED SPEAKER BY OTHERS, SEE RCP CLEAR DISPLAY GLASS/ SNEEZE GUARD 5'-O' A.F.F. CUSIUMFH MOO 1H 3/8" =1'-0" 0 13'-8" A.F.F. B.O. CEILING 12'-0" A.F.F. B.O. SOFFIT 10'-6" A.F.F. 0 A 0 0 A 0 B.O. CEILING 9'-0" A.F.F. B.O. PENDANT 6'-9" A.F.F. C.O. TV MENU BOARD 4'-6" A.F.F. T.O. STONE 2'-10" A.F.F. T.O. P.Q.S. COUNTER 1'-7" A.F.F. T.O. SILL 0'-0" A.F.F. FINISH FLOOR I S-1 1 (E) COVE LIGHTING BF1 (N) TRACK HEAD ON (E) TRACK BF2 PENDANT "STRUCTURAL CONCEPTS" FRONT LOADED DISPLAY CASE S-1 i PL -1 1 0 BF3 LIGHT ON 42" STEM CLEAR DISPLAY GLASS/ SNEEZE GUARD 5'-0" A.F.F. CUSTOMER MOUTH S-1 ELEVATION @ GRAB & GO CASE 3/8" =1-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER © 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORN€ FA A R K R STE'. 60 BRADY ST R E E T SAN FRANCISCO CALIFORNIA 9 4 1 0 3 1,1 1 1 5. 6 7 6. 3 9 9 9 fax 41.5.397.4 375 offiteparclritectureart Hhot.tom CONSULTANT: —J —J Q co O 5 co � 0 Q co O W O �LJ.IzQ Lll Et 0 -r- J ZD0 0(i) O O T"'" ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK 1 Eres N DATE: Feb.11, 2013 JOB NO.: 2012.040 SCALE: AS NOTED DRAWING TITLE: SECTIONS ELEVATIONS & DETAILS SHEET NUMBER: JA5.0 EQUIPMENT SCHEDULE ELECTRICAL SCHEDULE NO QTY DESCRIPTION SUPPLIER VT PH AMP KW HP REMARKS 1 1 REFRIGERATED DISPLAY CASE - 38 7/8" PRD 120 1 15.2 - 1/2 5 - 20R, GFCI, SEE NOTE El 2 1 CASH REGISTER OWNER 120 1 2.0 - - 5 - 20R, GFCI, SEE NOTE E3 3 1 UNDERCOUNTER REFRIGERATOR - 48" PRD 120 1 5.5 - 1/4 5 - 20R, GFCI, SEE NOTE E3 4 1 FRUIT DISPLAY CASE OWNER — — — — — 1 5 1 STAINLESS STEEL ICE DRAWER - 24" PRD — — — — — 5 6 2 STAINLESS STEEL WASTE CHUTE PRD — — — — — 7 2 MANUAL JUICE PRESS OWNER — — — — — — 8 3 UNDERCOUNTER REFRIGERATOR - 27" PRD 120 1 5.5 - 1/4 5 - 20R, GFCI, SEE NOTE E3 9 1 COMPOST BIN OWNER — — — — — — 10 — SPARE 9 1 COMPOST BIN OWNER — — — 11 1 THREE COMPARTMENT POT SINK W/FAUCETS PRD — — — — — 12 1 U/C DISHWASHER HI TEMP PRD i2%8 1 32.5 - 3/4 HW, FOUR WIRE CIRCUIT 13 2 BLENDERS PRD 120 1 15.0 - 3 5 - 20R, GFCI, SEE NOTE E3 14 1 HOT WATER DISPENSER OWNER 120 1 12.0 - - 5 - 20R, GFCI, SEE NOTE E3 15 1 DIPPER WELL & FAUCET PRD — — — — — 1 18 1 DROP-IN ICE CREAM FREEZER PRD 120 1 6.3 - 1/4 5 - 20R, GFCI, SEE NOTE E3 17 1 KNOCK BOX PRD — — — — — DRAIN TO FS, SEE NOTE * P1 18 1 GRINDER OWNER 120 1 6.0 - - 5 - 20R, GFCI, SEE NOTE E2 19 1 ESPRESSO MACHINE - ONE GROUP OWNER 208 1 16.0 - - SEE NOTE E2, VERIFY W/ OWNER 20 SPARE 1 GRINDER OWNER — — — — 21 1 HAND SINK W/FAUCET PRD — ESPRESSO MACHINE - ONE GROUP OWNER — — 1" 22 1 SOAP & PAPER TOWEL DISPENSER GC — — — — — 23 1 STAINLESS STEEL FRONT COUNTER PRD — — — — — 1/2" 24 1 STAINLESS STEEL CABINET & LIFT GATE PRD — — — — — GC 25 1 STAINLESS STEEL BACK COUNTER PRD — — — — — STAINLESS STEEL FRONT COUNTER EQUIPMENT SCHEDULE PLUMBING SCHEDULE WATER WASTE GAS CONSULTANT: Pacific Restaurant Design 1145 12th Avenue N. W., Suite C-3 Issaquah, AA 98027 T 425-392-7422 F 425-391-1894 nnn.prdcorp.com FOOD SERVICE CONSULTANTS NO QTY DESCRIPTION SUPPLIER HOT COLD OPEN DIR. CON. MBTU REMARKS 1 1 REFRIGERATED DISPLAY CASE - 38 7/8" PRD — — — — — — VlI (�,,,,�,,,,,,,,,Ai g Or/ 2 1 CASH REGISTER OWNER — — — — — — 005 AREA OF WBRI(\LEVEL 3 � >1 3 1 UNDERCOUNTER REFRIGERATOR - 48" PRD — — — — — — 4 1 FRUIT DISPLAY CASE OWNER — — — — — — 5 1 STAINLESS STEEL ICE DRAWER - 24" PRD — — — — — — 6 2 STAINLESS STEEL WASTE CHUTE PRD — — — — — — 7 2 MANUAL JUICE PRESS OWNER — — — — — — 8 3 UNDERCOUNTER REFRIGERATOR - 27" PRD — — — — — — 9 1 COMPOST BIN OWNER — — — — — — 10 SPARE 11 1 THREE COMPARTMENT POT SINK W/FAUCETS PRD 1/2" 1/2" - 1-1/2" — — SEE NOTE * P1 12 1 U/C DISHWASHER - HI TEMP PRD 1/2" - 1-1/2' — — — DRAIN TO FS, SEE NOTE * P1 & P2 13 2 BLENDERS PRD — — — — — — 14 1 HOT WATER DISPENSER OWNER — 1/4" - - - - SEE NOTE * P1 15 1 DIPPER WELL & FAUCET PRD — 1/4" 1/2" - - - DRAIN TO FS, SEE NOTE * P1 16 1 DROP-IN ICE CREAM FREEZER PRD — — — — — — 17 1 KNOCK BOX PRD — — — — 18 1 GRINDER OWNER — — — — — — 19 1 ESPRESSO MACHINE - ONE GROUP OWNER — 1/2" 1" - - - DRAIN TO FS, SEE NOTE * P1 20 SPARE 21 1 HAND SINK W/FAUCET PRD 1/2" 1/2" - 1-1/2" — — 22 1 SOAP & PAPER TOWEL DISPENSER GC — — — — — — 23 1 STAINLESS STEEL FRONT COUNTER PRD — — — — — — 24 1 STAINLESS STEEL CABINET & LIFT GATE PRD — — — — — — 25 1 STAINLESS STEEL BACK COUNTER PRD — — — PLUMBING NOTES: PLUMBER TO INSTALL ALL EQUIPMENT PER LOCAL JURISDICTION ELECTRICAL NOTES: E1. ELECTRICIAN, IF GFCI IS REQUIRED, AGFCI BREAKER MUST BE USED IN LIEU OF A GFCI RECEPTACLE. E2. ELECTRICIAN TO PROVIDE CORD, RECEPTACLE AND PLUG FOR ESPRESSO MACHINE E3. ALL 15 AND 20 AMP., 120V RECEPTACLES AT FRONT AND BACK COUNTERS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI) TYPE OR SHALL HAVE REMOTE GFCI DEAD -FRONT DEVICE. FCW = FILTERED COLD WATER P1. PLUMBER TO PROVIDE BACKFLOW PREVENTION -p C IP/ 'TYPE. OF 'FSA'GKFLou (14'i2QM' RPPA* ??) DEVICE PER LOCAL JURISDICTION J P2. PLUMBER TO INSTALL PRD SUPPLIED WATER PRESSURE REGULATOR. FILL CONNECTION: 3/4" FEMALE GARDEN HOSE FITTING ON 6 FOOT LONG HOSE SUPPLIED WITH MACHINE. FACTORY SUGGESTS PLUMBER PROVIDING/ INSTALLING TYPICAL WASHING MACHINE COMBINATION SHUT OFF VALVE/MALE HOSE FITTING. DRAIN CONNECTION: 3/4" MPT FITTING WITH 6 FOOT LONG HOSE SUPPLIED WITH MACHINE. PLUMBER TO PROVIDE/INSTALL APPROPRIATE DRAIN LINE TO FLOOR SINK PER LOCAL CODE. INCOMING WATER TEMPERATURE NEEDS TO BE 140 DEGREES. 42" HIGH CEASARSTONE COUNTER ON CUSTOMER SIDE 36" HIGH S/S COUNTER ON OPERATORS SIDE i 1 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS 1 1 ' CONSULTANT: Pacific Restaurant Design 1145 12th Avenue N. W., Suite C-3 Issaquah, AA 98027 T 425-392-7422 F 425-391-1894 nnn.prdcorp.com FOOD SERVICE CONSULTANTS 1.1)�QCO W )U 1 1117KE � Vi nWW I --i (1' (__) � 1 1 ) C1 ,,, I ISSUED FOR: ,,,//„,,/,, a VlI (�,,,,�,,,,,,,,,Ai g Or/ I.--3'-11 1/2 "—.1,--2' 4"-1,--3' 11 1/4 ” I,,, 4' 1" J-1' 5" 1 3'-6" s 1-2'-2" 4 FRONT COUNTER ELEVATION - OPERATORS SIDE ir a' a 3'-0" I- 2' 4"—.k-2' 3"—.I--3' 10 1/2 BACK COUNTER ELEVATION CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT DUPLEX + 12". * CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT DUPLEX + 12". * CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT STUB UP ALL FRONT COUNTER ELECTRICAL AT THIS POINT DUPLEX + 20", * J BOX + 12", * 12 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 13 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 13 DUPLEX + 12", * DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 14 STUB UP ALL FRONT COUNTER PLUMBING AT THIS POINT FLOOR SINK FLOOR DRAIN DUPLEX + 12", * 8 DUPLEX + 12", * (9 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 19 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 18 DUPLEX + 12", * 16 1/2" H & CW + 14". FUTURE USE FLOOR SINK, * 5 1/2" CW + 28" 00 0 —�� (2) 1/2" H & CW + 12", (3) 1 1/2" WASTE + 10", RUN TO COMMON 3" WASTE IN WALL, * 11 1/2" HW + 12", 140 DEGREE MINIMUM TEMP., DRAIN TO FLOOR SINK, * 12 FLOOR SINK, * 12 1/2" CW + 45" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION -(C) RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER 1/2" H & CW + 20", 1-1/2" WASTE + 18", * 21 1/2" CW + 45", DRAIN TO FLOOR SINK, * 19 FLOOR SINK, * 14, 15 & 19 1/2" CW + 14", DRAIN TO FLOOR SINK, * 15 1/4" CW + 40", C/L MOUNTED, * 14 SCALE: 1/4" = 1'-O" Southcenter Fruititude Print Date: 02-11-13 24" x 36" 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS V,ri 15: i���.- CONSULTANT: Pacific Restaurant Design 1145 12th Avenue N. W., Suite C-3 Issaquah, AA 98027 T 425-392-7422 F 425-391-1894 nnn.prdcorp.com FOOD SERVICE CONSULTANTS 1.1)�QCO W a 3'-0" I- 2' 4"—.k-2' 3"—.I--3' 10 1/2 BACK COUNTER ELEVATION CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT DUPLEX + 12". * CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT DUPLEX + 12". * CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT STUB UP ALL FRONT COUNTER ELECTRICAL AT THIS POINT DUPLEX + 20", * J BOX + 12", * 12 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 13 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 13 DUPLEX + 12", * DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 14 STUB UP ALL FRONT COUNTER PLUMBING AT THIS POINT FLOOR SINK FLOOR DRAIN DUPLEX + 12", * 8 DUPLEX + 12", * (9 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 19 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 18 DUPLEX + 12", * 16 1/2" H & CW + 14". FUTURE USE FLOOR SINK, * 5 1/2" CW + 28" 00 0 —�� (2) 1/2" H & CW + 12", (3) 1 1/2" WASTE + 10", RUN TO COMMON 3" WASTE IN WALL, * 11 1/2" HW + 12", 140 DEGREE MINIMUM TEMP., DRAIN TO FLOOR SINK, * 12 FLOOR SINK, * 12 1/2" CW + 45" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION -(C) RECEIVED CITY OF TUKWILA FEB 1 4 2013 PERMIT CENTER 1/2" H & CW + 20", 1-1/2" WASTE + 18", * 21 1/2" CW + 45", DRAIN TO FLOOR SINK, * 19 FLOOR SINK, * 14, 15 & 19 1/2" CW + 14", DRAIN TO FLOOR SINK, * 15 1/4" CW + 40", C/L MOUNTED, * 14 SCALE: 1/4" = 1'-O" Southcenter Fruititude Print Date: 02-11-13 24" x 36" 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS ARCHITECTURE 8, LIGHT 60 BRADY STREET SAN FRANCISCO CALIFORNIA 94103 tel 415.676.3999 fax 415.397.4375 of flceearchlfectureandllght.com CONSULTANT: Pacific Restaurant Design 1145 12th Avenue N. W., Suite C-3 Issaquah, AA 98027 T 425-392-7422 F 425-391-1894 nnn.prdcorp.com FOOD SERVICE CONSULTANTS 1.1)�QCO W )U 1 1117KE a ' Q nWW I --i (1' (__) ) C1 U) ISSUED FOR: 50Z QA SET 01-22-13 PERMIT/BID SET 02-11-13 KEY PLAN: NORDSTROM 1 J N 005 AREA OF WBRI(\LEVEL 3 � >1 'ATE: FE 3 o 119 2013 JOB NO.: 2012.040 SCALE: 3RAWING TITLE: FRUITITUDE FLOOR, ELECTRICAL & PLUMBING SHEET NUMBER: JK1.O DARRELL HAWTNORNE MARK R STEVENS 60 IRADY STREET SAN FRANCISCO CALIFORNIA 9.4 103 lel 4 l 5. 6 7 6. 3 9 9 9 f a c 4 1 5. 3 9 7. 4 3 7 5 offIco.archi tocfuroond"9ht.com CONSULTANT: HARGIS ENGINEERS, INC. 600 Stewart Street, Suite 1000 Seattle, WA 98101 T 206 448 3376 F 206 448 4450 www.hargis.biz J LO co 2 co _ o CL o0 UJ 0 cc LU �I•-w� D WCC 0 = J ©I- Z D 0 0 0 D CO O I- O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK J N DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: PLUMBING DETAILS, LEGEND AND SCHEDULES SHEET NUMBER: JP1.0 PLUMBING GENERAL NOTES: 1. COMPLY WITH ALL APPLICABLE CODES, STANDARDS AND ORDINANCES, INCLUDING THE UNIFORM PLUMBING CODE (UPC) LATEST EDITION. 2. FOOD, FOOD PREPARTION AND FOOD SERVICE EQUIPMENT STORAGE AREAS UNDER SEWER LINES SHALL BE SHIELDED TO INTERCEPT POTENTIAL DRIPS. 3. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND EXISTING CONDITIONS. ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION, SERVICING OF EQUIPMENT AND THE LOCAL CODE REQUIREMENTS. 4. FIELD VERIFY ALL EXISTING PLUMBING PIPING POINT CONNECTIONS PRIOR TO BEGINNING WORK. PROVIDE NECESSARY OFFSETS AND/OR REROUTES TO AVOID EXISTING CONDITIONS. 5. ALL DRAINAGE SHALL BE SLOPED AT 1/4 -INCH PER LINEAL FOOT UNLESS OTHERWISE NOTED. 6. PROVIDE ALL NECESSARY DRAIN DOWN AND FILL OF EXISTING PLUMBING SYSTEMS (WATER &GAS) AS REQUIRED. PERFORM WORK TO NOT SHUTDOWN PLUMBING SYSTEMS FOR OCCUPIED AREAS DURING NORMAL WORKING HOURS. COORDINATE WITH CONTRACTOR AND NORDSTROM. 7. PLUMBING INSTALLER TO MAKE FINAL CONNECTION TO ALL EQUIPMENT. COORDINATE WITH KITCHEN EQUIPMENT INSTALLER AS REQUIRED FOR COMPLETE 8. REFER TO KITCHEN DRAWINGS FOR EXACT ROUGH -IN LOCATIONS, SIZES AND FURTHER INFORMATION. 9. PLUMBING INSTALLER TO PROVIDE INDIRECT WASTE PIPING, SHUT-OFF VALVES, BACKFLOW PREVENTERS,. TRAPS,REGULATORS, STOPS, SUPPLIES, SUPPORTS AND ACCESSORIES REQUIRED FOR FULL OPERATIONAL INSTALLATION. 10. ALL PENETRATIONS OF PIPING THRU FLOORS, CEILING, OR WALLS TO BE FIRE CAULKED AND SEALED WATER TIGHT. 11. VERIFY WITH PLUMBING INSPECTOR AND HEALTH INSPECTOR FIXTURES WHICH REQUIRE INDIRECT WASTE AND E FUNNELS PPER BELL EXPANSIONS) IN FIDTURE TAILPIECE AS REQUIRED. PROVIDE 45 DEGREE CUT PIPE END ON ALL INDIRECT WASTE PIPES. 12. ALL SHUT-OFF VALVES TO BE LOCATED WITHIN 12" FROM ACCESSIBLE CEILING TILE. IF NO CEILING LOCATE 10'-0" AFF. 13. PROVIDE WATER HAMMER ARRESTORS FOR WATER PIPING PER WATER HAMMER ARRESTOR SCHEDULE SIZING. PER LOCAL CODE, ALL WATER HAMMER ARRESTORS SHALL BE ACCESSIBLE. MANUAL FAUCET W/ = 12" MIN �` COLD WATER MAIN HW& CW SUPPLY ASI 1 l 1/2" ALL -THREAD ROD 75 STRUCTURE NOTE: TRAP PRIMER, PROVIDE SHUT-OFF VALVE POWERS HYDROGUARD LFe480 • OVERSIZE HANGER TO ACCESS DOOR AND THERMOSTATIC MIXING VALVE W/ INTEGRAL CHECK VALVES (INSTALL ON WALL, AS HIGH AS _ TYPICAL HAND SINK BAND OR CLEVIS TYPE _ ACCOMODATE INSULATION (TYPICAL HANGER PER SPECIFICATION FOR ALL INSULATED PIPING) DISTRIBUTION UNITS WHERE REQUIRED (SEE DRAWING FOR LOCATION & COORD ni:- UNION ACCESS DOOR (APPROX. 12"x12") POSSIBLE BEHIND SINK).PIPE ■ A�. .►"T""�► /� .�USE CALCIUM SILICATE INSERTS AT ; ALL PIPE HANGER LOCATIONS WITH ARCHITECTURAL) ..,•�' 111112" TRAP PRIMER MANIFOLDPROVIDE MIN FINISHED FLOOR STOP COCKS ;7 I�.., �, ,,,, - ,►���� A A PIPE SHIELD TO PREVENT �` SLOPE DN U U AND CRUSHING OF INSULATION TO FLOOR / SINK(S\)OF TO FLOOR DRAIN(S) / SINK(S) MIXING VALVE 1 FAUCET PIPING DETAIL � PIPE HANGER & INSULATION DETAIL TRAP PRIMER DETAIL JP1.0 SCALE: NONE JP1.0 (SCALE: NONE JP1.0 SCALE: NONE VALVE TO REMAIN CLOSED PLUMBING ABBREVIATIONS BYPASS VALVE, N.C. THIS UNTIL SYSTEM HAS BEEN PRESSURE GAUGE FLUSHED FOR 3 -HRS., &INSTALLATION. ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION • PRE REMAINS CLEAN FOR -FILTER 0 1/2 HOUR OF FLOW. ABV ABOVE GW GREASE WASTE 1/2" CW c'-•-�-C 1 AFF ABOVE FINISHED FLOOR GWH GAS WATER HEATER N 1/2" FW OUT (IN WALL) AHJ AUTHORITY HAVING JURISDICTION HW HOT WATER STRAINER TO ESPRESSO MACHINE ARCH ARCHITECT/ARCHITECTURAL HWR HOT WATER RETURN ASSN OF PLUMBING WATER FILTER, I OPEN FLUSH VALVE CD CONDENSATE DRAIN IAPMO INTERNATIONAL OPTIPURE MODEL QT10 1 & MECHANICAL OFFICIALS FOR 3 -HRS., THEN CW COLD WATER CHANGE PRE -FILTER DIA DIAMETER IE INVERT ELEVATION 1/2" INDIRECT WASTE IN ESCUTCHEON (E) EXISTING (N) NEW WALL, DN TO FLOOR SINK �1 ELECT ELECTRICAL NC NORMALLY CLOSED i EMCS ENERGY MANAGEMENT NO NORMALLY OPEN CONTROL SYSTEM POUNDS PER SQUARE INCH PSI FD FLOOR DRAIN RPBA REDUCED PRESSURE 4 WATER FILTER DETAIL FILTEREDFLOOR FW WATER OR RPZ BACKFLOW ASSEMBLY SVT SHEET NATURAL GAS, LOW PRESSURE JP1.Q SCALE: NONE G VENT, SANITARY GPM PER MINUTE GALLONS W WASTE, SANITARY EXPANSION TANK-AMTROL THERM-X-TROL 2.1 GAL TANK GAL 150 PSI NON- ACCEPTANCE VOLUME, RATED6 ASME DIAPHRAGM EXPANSION TANK FOR VACUUM WATTS N 6 RELIEF VALVE, PLUMBING MATERIAL SCHEDULE POTABLE WATER TO 55 PSI) CHECK VALVE, TYP. (PRE -CHARGE LOCATE UP 7'-0" AFF. STRAP TO WALL. PIPING TYPE MATERIAL REMARKS - BALL VALVE, TYP. FITTINGS: WROUGHT -COPPER WITH 95/5 SOLDER UNION, TYP. 1-114" CW oWATER PIPING TYPE L COPPER TUBING OR PROPRESS FITTINGS. PLUMBING KEY NOTES: DIELECTRIC UNION - TYP. (DIV. 26 TO 1-1/4" HW- FUTURE HOT WATER PROVIDE ELECTRICAL BONDING JUMPER (NC) TO SECOND WATER HEATER 0 FITTINGS: STANDARD WEIGHT CAST IRON WITH NO BETWEEN HOT AND COLD WATER PIPING) • • • N.O. BYPASS VALVE IF STANDARD WEIGHT CAST IRON (APPLIES TO ALL PLUMBING SHEETS) O PROVIDE POWERS HYDROGUARD LFe480 MIXING VALVE, SEE DETAIL 1/JP1.0. PROVIDE HW AND CW WITH WATER HAMMER ARRESTORS. 0 P-11 TRAP PRIMER WITH 1/2" CW SUPPLY, SEE DETAIL 3/JP1.0. O PROVIDE LOW VOLTAGE MOTORIZED VALVE BELIMO B215HT455 & TFX24US 1/2" TWO WAY VALVE WITH 24 -VAC BELIMO ACTUATOR 2.5 WATTS (TO TURN OFF WATER SUPPLY TO DIPPER WELL DURING OFF HOURS). PROVIDE ACCESS FOR MOTORIZED VALVE. COORDINATE INSTALLATION WITH OTHER TRADES. O PROVIDE 1/2" CW STUB; VALVED AND CAPPED FOR FUTURE. O PROVIDE 1/2" HW STUB; VALVED AND CAPPED FOR FUTURE. 7 ROUTE DOMESTIC WATER (HOT &COLD) AND VENT PIPING O BEHIND BACK COUNTER (IN WALL). 0 PROVIDE PLASTIC LAMINATE SIGNAGE FOR EACH BYPASS VALVE TO READ: BYPASS VALVE - KEEP CLOSED, MANTENER CERRADA. O9 PROVIDE PLASTIC LAMINATE SIGNAGE FOR EACH ISOLATION VALVE TO READ: ISOLATION VALVE - KEEP OPEN, MANTENER ABIERTO. 10 PROVIDE NEW COLD WATER SHUTOFF VALVE. COORDINATE COLD WATER SYSTEM SHUTDOWN WITH STORE MANAGER AND MAINTENANCE MANAGER PRIOR TO INSTALLATION. 11 INSTALL ALL HOT WATER ISOLATION AND BYPASS VALVES DURING SINGLE HOT WATER SYSTEM SHUTDOWN (DURING NON -BUSINESS HOURS). PROVIDE WATER FILTER IN CABINET (BELOW SINK). SEE DETAIL 4/JP1.0. 13 PROVIDE TRAP PRIMER TO FLOOR DRAIN. 14 EXISTING GAS WATER HEATER SHALL BE REMOVED AFTER THE NEW GAS WATER HEATER IS INSTALLED, TESTED AND OPERATIONAL. 15 PROVIDE 1-1/4" CONNECTION (VALVED CAPPED) FOR FUTURE. 16 PROVIDE 1-1/2" GAS (VALVED CAPPED) FOR FUTURE. ((FUTURE STORM, DRAIN &WASTE HUB JOINTS OR SOLDERED WROUGHT COPPER PRESSURE / TEMPERATURE RELIEF • _ • SECOND WATER HEATER INSTALLED) OR DWV COPPER DWV (2 1/2" OR LESS). VALVE -PIPE FULL SIZE TO TERMINATE -' TO FLOOR SINK I �� FUTURE HOT WATER STANDARD WEIGHT CAST IRON FITTINGS: STANDARD WEIGHT CAST IRON WITH NO 0 I FROM SECOND WATER HEATER 15 VENT I t I OR DWV COPPER HUB JOINTS OR SOLDERED WROUGHT COPPER DWV 2 1/2" OR LESS).1/2"1/2" CONDENSING GAS-FIRED WATER THERMOMETER -DIGITAL (O HEATER, WH WEISS DVU35 -4 © CONDENSATE L COPPER TUBING FITTINGS: WROUGHT -COPPER DWV WITH 95/5 SOLDER OR PROPRESS FITTINGS. PROVIDE (2) APPROVED WATER HEATER I PROVIDE AQUASTAT SET TO CONTROL PIPING TYPE RESTRAINT STRAPS TIGHT TO WATER -f HWC PUMP ON @ 125F; OFF @ 135F HEATER. PROVIDE UNISTRUT P1000 AT CFS 'E 1-1/4" CWS HW RECIRC. PUMP ARMSTRONG 230SS, WALL SPANNING (5) STUDS MINIMUM, ATTACH UNISTRUT TO WALL WITH (1) 1/4" �� 1-1/4" HW WITH UNISTRUT. 120V, 1/6 HP MOUNTED ON WALL U CONDENSING GAS WATER HEATER SCHEDULE SCREW EA. STUD. ATTACH STRAPS TO y,' UNISTRUT WITH (1) 1/2" DIAMETER BOLT EA SIDE OF STRAPS.STORAGE i t TRAP PRIMER, EXPOSED GPH DRAIN PAN , 18 GA. GALV. SHEET METAL. - 3" TRAP PROVIDE CONDENSATE NEUTRALIZER. TAG LOCATION DESC. MANUFACTURE MODEL CAPACITY GALLONS - RECOVERY RATE AT 40F TO 140E BTUH EFF. ELEC. REQ'MTS OPERATING WEIGHT- LBS SOLDER ALL JOINTS WATER TIGHT. of 2).JAXIOM INDUSTRIES NC -1 NEUTRALPAL t G THIRD FLOOR WATER PVI PLATINUM 120 V 3" STYROFOAM INSULATION PAD DISCHARGE DRAINS o WH -4 MEZZANINE HEATER 70 340 299,000 95 /0 1 -PH, 60 HZ 1700 I INDIRECTLY TO 299 L A -PN 1 i FLOOR SINK, TYP. THIRD FLOOR MEZZANINE /iii/i/>/»moi/i/i//I/I/Ii�ifi/ D � i � NOTES: �� - PROVIDE AIR GAP A. SEE WATER HEATER DETAIL FOR PIPING, PUMP AND ACCESSORIES. WATER HEATER SHALL BE LOW NOx, 20 PPM. G FLOOR SINK, FS -1 - -1/2" _ _ TRAP PRIMER B. THE MANUFACTURER REQUIREMENTS. 1 PROVIDE SERVICE CLEARANCES PER ----'11- SEE FLOOR PLAN C. PROVIDE PVI MANUAL -RESET HIGH LIMIT AND ELECTRONIC LOW WATER CUT OFF. INSTALL PER THE CODE FOR CONTINUATION REQUIREMENTS. I FLEX CONN. LEG ', j 3/4" HWR DRIP 1" PAN DRAIN Y 4 f F DRAIN, ,x. �°` #_ ' ' PLUMBING FIXTURE CONNECTION SCHEDULE CW CONDENSATE 1-1/4" `, 3/4 PVC PIPE •WATER P -NO. FIXTURE WASTE VENT HOT TEMPEREC COLD NOTES 1 DEMO EXPANSION CAP --- (E) 4:::- TANK fi DEMO 1-1/4" HW P-11 TRAP PRIMER, PPP MODEL P1 OR P2- - - - 1 / 2" A 2-1/2" G �., (E) FD -3 FLOOR DRAIN, JR SMITH FIG. 2005 2" 1-1/2" - - - B FS -1 FLOOR SINK, JR SMITH FIG. 3100 3" 1-1/2" - -- B* :••12 ;_; "" �° " NOTES: (* WHERE NOTED) 4---;� t -`• A. PROVIDE 12"x12" HINGED ACCESS DOOR CONTAINING BALL VALVE, TRAP PRIMER AND MANUFACTURED CAP NOTES: DISTRIBUTION MANIFOLD (AS REQUIRED). ACCESS DOOR SHALL BE FIRE RATED WHEN INSTALLED IN RATED WALLS. BALL VALVE r.- : DEMO (E) WATER HEATER AND 1. SEE STRUCTURAL DRAWING FOR NEW WATER HEATER ANCHORING B. PROVIDE FLOOR DRAIN P -TRAP WITH 1/2" PRIMER CONNECTION. ASSOCIATED REQUIREMENTS. , PIPING14 2. AQUASTAT SHALL BE GRAINGER WHITE ROGERS ITEM #2E145 STRAP -ON HW CONTROL, WATER HAMMER ARRESTOR n SIZING SCHEDULE b ( �' RECEIVED CITY OF TUKWIL, 1 .-4- • 7.4A @ 120 VAC RATING, 0 ::.A 'Xj •••51. '' "'" OPEN ON TEMP. RISE, 10F DIFFERENTIAL TEMP. TYPE SIZE PPP MODEL NUMBER MAR 1 0 2013 PERMIT CENTER DRAWING INDEX DEMO (E) 1-114" G r G . TEMPERATURE RANGE 100F -240F. Al 1 / 2" SC -500 THIRD FLOOR CAFE JP1.0 PLUMBING DETAILS, LEGEND AND SCHEDULES JP1.1 JUICE BAR PLAN - PLUMBING JP1.2 SECOND FLOOR PLAN (PARTIAL) -PLUMBING JP1.3 THIRD FLOOR & ROOF PLANS (PARTIAL) - PLUMBING JP1.4 PLUMBING RISER DIAGRAMS A2 3 / 4" SC -750 SEPARATE SEE FLOOR PLAN s. l 5 GAS WATER HEATER DETAIL NOTE: INSTALL WATER HAMMER ARRESTOR IN ACCESSIBLE LOCATION WHEN REQUIRED BY THE LOCAL JURISDICTION. PERMIT AND11+ APPROVAL FOR CONTINUATION JP1.0 SCALE: NONE REQUIRED DARRELL HAWTNORNE MARK R STEVENS 60 IRADY STREET SAN FRANCISCO CALIFORNIA 9.4 103 lel 4 l 5. 6 7 6. 3 9 9 9 f a c 4 1 5. 3 9 7. 4 3 7 5 offIco.archi tocfuroond"9ht.com CONSULTANT: HARGIS ENGINEERS, INC. 600 Stewart Street, Suite 1000 Seattle, WA 98101 T 206 448 3376 F 206 448 4450 www.hargis.biz J LO co 2 co _ o CL o0 UJ 0 cc LU �I•-w� D WCC 0 = J ©I- Z D 0 0 0 D CO O I- O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK J N DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: PLUMBING DETAILS, LEGEND AND SCHEDULES SHEET NUMBER: JP1.0 KITCHEN EQUIPMENT SCHEDULE PLUMBING SCHEDULE WATER WASTE GAS 0 QTY DESCRIPTION SUPPLIER HOT COLD OPEN DIR. CON. MBTU REMARKS 11 1 THREE COMPARTMENT POT SINK & FAUCET PRD 1/2" 1/2" — 1-1/2" — — SEE NOTE P1 12 1 U/C DISHWASHER - HI TEMP PRD 1/2" — 1-1/2" — — — DRAIN TO FS, SEE NOTE P1 & P2 14 1 INSTA HOT WATER DISPENSER PRD — 1/4" — — — — SEE NOTE P1 15 1 DIPPER WELL & FAUCET PRD — 1/4" 1/2" — — — DRAIN TO FS, SEE NOTE P1 ,1 19 1 ESPRESSO MACHINE - ONE GROUP OWNER — FW 1" — — — DRAIN TO FS, SEE NOTE P1 21 1 HAND SINK W/ FAUCET PRD 1/2" 1/2" — 1-1/2" — - EQUIPMENT SCHEDULE PLUMBING NOTES: PLUMBER SHALL INSTALL ALL EQUIPMENT PER LOCAL JURISDICTION. FW = FILTERED WATER P1. PLUMBER SHALL PROVIDE BACKFLOW PREVENTION DEVICE PER LOCAL JURISDICTION. RPPA DEVICE (WHERE REQUIRED), THE RELIEF DRAIN SHALL BE PIPED AND DISCHARGE TO AN INDIRECT DRAIN. P2. PLUMBER SHALL INSTALL PRD SUPPLIED WATER PRESSURE REGULATOR. FILL CONNECTION: 3/4" FEMALE GARDEN HOSE FITTING ON 6 -FOOT LONG HOSE SUPPLIED WITH MACHINE. PLUMBER SHALL PROVIDE TYPICAL WASHING MACHINE COMBINATION SHUTOFF VALVE / MALE HOSE FITTING. DRAIN CONNECTION: 3/4" MPT FITTING WITH 6 -FOOT LONG HOSE SUPPLIED WITH MACHINE. PLUMBER SHALL PROVIDE APPROPRIATE DRAIN LINE TO FLOOR SINK PER LOCAL CODE. INCOMING WATER TEMPERATURE NEEDS TO BE 140 DEGREES F. 2 CN 3" GW, TYP. — 2" F D-3 - 3" CAPPED STUB CONCRETE FLOOR JOIST, TYP. 3" FS -1, TYP 4" FCO 3" GW SLS FLO YP. HRU JOIST, T 111i 11 11I • twamegTIM.: Milbm1111, •••.... "'. Mir -.mom i ; I n0,. �� rm►van Ill 0 a I kli AMIN ...-.. ii z�////tridr'/'//'//`fiff//////J/i'i'r'd/'viiiif//////J/J/i'i'/'/'I'v`�iii/,//ijJJ/ii'i: 1/2"HWUP 1-1/2" V UP TYP. 3" GW UP PROVIDE 4 SUPPORTS FOR COLD & HOT WATER PIPING. PROVIDE SUPPORT AT 6'-0" MAX. SPACING. UNISTRUT CHANNEL P1000 (1 5/8" x 1 5/8") UNISTRUT CUSH-A-CLAMP COLD / HOT WATER PIPE (TYPICAL) 0 O 6" PIPE INSULATION SHOULDER STUD UNISTRUT CUSHION f UNISTRUT POST BASE #P2072A SQ 1 -CONCRETE FLOOR R 1/2" DIA. BOLTS, IMBEDDED MIN. 2" IN CONCRETE FLOOR (TYP.) SIDE VIEW 0 11 FRONT VIEW PROVIDE TAKEOFF FOR FIXTURES ON TOP OR BOTTOM OF HEADER, NOT SIDE. 1/2" DIA. BOLT NUT & WASHER (TYP.) TYPICAL COLD & HOT WATER SUPPORT DETAIL. SCALE: NONE PRIOR TO CORING BEAM AND FLOOR JOISTS, PROVIDE GPR SURVEY OF THE DESIRED PENETRATION LOCATIONS AND LOCATE ALL THE REINFORCING CONTRACTOR TO ADJUST LOCATION OF PENETRATIONS (AS REQUIRED). TYPICAL 4" GW SEE SECOND FLOOR PLAN (SHEET JP1.2) FOR CONTINUATION WASTE PIPE TO BOTTOM OF STRUCTURE INSTALL WASTE PIPING AS HIGH AS POSSIBLE, TYP. COORDINATE SLOPE (MIN. 1/8" / FT) TO MEET INVERT TO CLEAR LIGHT COVE. SEE SHEET JP1.2. 2" GW UP FLOOR -PENETRATION TO CLEAR (E) JOISTS. TYI LOCATE PIPE IS CAB I NET CURB. COORDINATE WITH KITCHEN 'CONTRACTOR. 17" T 8-1/2" 2" MIN. TO BOTTOM OF CORE 6-1/2" MIN. TO TOP OF CORE POTENTIAL AREA OF CORE DRILL FOR PIPE PENETRATION SECTION A -A STRUCTURAL TEE ELEVATION SCALE: NONE 3/4"CW& 1/2"HWDN THRU FLOOR 3/4" CW &1/2"HW O 3" FS -1, TYP. 1/2" CW O 1 ■ ■ (/U COOL , NA►/ E PIPINO\T IT WITHIN ARCHITECTURAL COLUMN ENCLOSURE. • • • • 2" FD -3 FCO 4 4111111111 i.r..r.:.•..•e..a•.mu•.urpu....-.._•.. - :a :lads ::••i....mmo� ^omma•.•••.••i•.•r • rile WCO, TYP. .%� III l 0 FS -1 • • 3"VDN NOTE: PROVIDE CORE DRILLS IN EXISTING SLAB FOR NEW PENETRATIONS THRU FLOOR. DO NOT PENETRATE ANY EXISTING STRUCTURAL MEMBER; FIELD VERIFY LOCATIONS OF EXISTING STRUCTURE PRIOR TO PERFORMING WORK. JUICE BAR UNDERFLOOR PLAN - PLUMBING SCALE: 1/4"=1'-0" 10� "'I •' 1-1/4" CW DN HW DN LI �I► i r tll a Wl .►s�i-0 �1711_7Ir2■■IH 1II■ "binillM111!E ...r1 i/.'/s :J siL S i3ii�Jifi�i�Jii/ i� i/=s_r ! ►ifi�/. �i/iJi/ �'i %/�: i %///. l ' O0 P-11 r... O 1-1/4" CW 2" V O 3/4" CW & 1/2" HW DN: THRU FLOOR W- 1 1 � r /2" C_ 'd W -1-1/4" HW (2' 3" V 1-1/4" HW 1-1/4" CW 1 1/4" HW SEE THIRD FLOOR PLAN (SHEET JP1.3) FOR CONTINUATION PROVIDE COLD AND HOT.. -WATER (PING SUPPORTS IN EXISTING PLANTER. SEE DETAIL JUICE BAR PLAN - PLUMBING SCALE: 1/4"=11-0" SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWIL.A MAR 20 2013 y'ERMIT CENTER 0 2' 4' SCALE: 1/4"=1'-0" 8' D AR -RILL HAWTHORN.E MARK R STEVENS 60 BRADY STREET S AN FRANCISCO CALIFORNIA 9 4 1 0 3 t• 1 4 1 9. 6 7 6. 3 9 9 9 t a■ 4 1 5. 3 9 7. 4 3 7 5 offlc•®•r•6,ieclur•andlt9hl.conl CONSULTANT: HARGIS ENGINEERS, INC. 600 Stewart Street, Suite 1000 Seattle, WA 98101 T 206 448 3376 F 206 448 4450 www.hargis.biz Man J J LO 2 co • 0ncp W d7 W Q E-- E -- Q W = J CI O F— D Z D 0 0(J U O H O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: AREA OF WORK NORDSTROM 005 LEVEL 3 ,E13 N DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: JUICE BAR PLAN PLUMBING SHEET NUMBER: JP1.1 ,e 1 1 1 1 1 1 SEE JUICE BAR ENLARGED PLAN ON SHEET JP1.1 PROVIDE SLEEVE THRU (E) CONCRETE BEAM 1 1 1 GW HVAC CONTRACTOR TO MODIFY (E) DUCTS ! AS REQUIRED TO 1 AVOID WASTE PIPET V ' 4" GW TO (E) GREASE WASTE RISER, SLOPE PIPE @ 1/8"/FT GW PIPING SHALL CLEAR LIGHT COVE; PROVIDE MINIMUM 13'-8" I.E. ON PIPE NOTE: PROVIDE CORE DRILLS IN EXISTING SLAB FOR NEW PENETRATIONS THRU FLOOR. DO NOT PENETRATE ANY EXISTING STRUCTURAL MEMS R; FIELD VERIFY LOCATIONS OF EXISTING STRUCTURE PRIOR TO PERFORMING WORK. CONNECT 4" GW TO (E) 4" GW IN RISER. FIELD VERIFY CONNECT 3" W TO (E) 4" W. FIELD VERIFY -- 0 DEMO (E) 1-1/4" G CAP (E) 1-1/4" G I 3"WUP 2-1/2" G UP TO (N)WA RHEATER DEMO (E) 141/4" G TO WATER HEATER 2-1/2" G. 3" G VALVES PROVIDE SHUTOFF VALVE, TYP. CAP (E) 1-1/4" G DEMO (E) 1-1/4" G CONNECT 1-1/4, G TO (E) 1-11/4" G. FIELD) VERIFY zmi 4 2" CAP FOR FUTURE EXTENSION CONNECT 2-1/2.G TO (E) 2-11/2" GAS MAI FIELQ VERIFY 3" G fr 0 CONNECT 3" G TO (E 3" G. FIELD VERIFY PROVIDE SHUTOFF VALVE (N.O. SECOND FLOOR PLAN (PARTIAL) -PLUMBING1E) SCALE: 1/S"=1'-0" SCALE: 1/8"=1'-0" SEPARATE 4 PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILfr MAR 10 2013 PERMIT CENTER 0 4' 8' 16' SCALE: 1/8"=1''-0" DARRELL HAWTHORNE MARK R STEVENS SAN ER AIICISCO CALIFORNIA 9 4 1 0 3 let 4, 3. 6 7 6. 3 9 9 9 tax 4 1 3. 3 9 7. 4 3 7 5 ofPlceparcRifectureond1101.cam CONSULTANT: HARGIS ENGINEERS, INC. 600 Stewart Street, Suite 1000 Seattle, WA 98101 T 206 448 3376 F 206 448 4450 www.hargis.biz NOM J LO 2 co � OCC. co U-1 W Q • ��w> LLI=J O ma~ Z D 0 O�D O I- O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: AREA OF WORK X NORDSTROM 005 LEVEL 3 1 J jai N DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: SECOND FLOOR PLAN (PARTIAL) -PLUMBING SHEET NUMBER: JP1.2 PROVIDEWAITER-PROOF FLASHING AT ROOF, TYP. ROOF VENT (UL -LISTED). PROVIDE AND TERMINATE PER THE MANUFACTURER REQUIREMENTS. 2" VTR ROOF PLAN (PARTIAL) -PLUMBING SCALE: 1/8"=I-0" NOTE: PROVIDE CORE DRILLS IN EXISTING SLAB FOR NEW PENETRATIONS THRU FLOOR. DO NOT PENETRATE ANY EXISTING STRUCTURAL MEMBER; FIELD VERIFY LOCATIONS OF EXISTING STRUCTURE PRIOR TO PERFORMING WORK. 4" SCH. 40 SOLID PVC FLUE VEIV_ .._ ..��, 4" SCH. 40, SOLID PVC. INTAKE ROOF VENTS UP 03" FS -1 SLOPE VENT 1/4" PER FOOT DOWNWARD TOWARD THE WATER HEATER VENT CONNECTION. PROVIDE SUPPORT BRACKETS ON ALL HORIZONTAL AND VERTICAL PIPING. 4 -FT MAX. SPACING. DEMO (E) CAFE WATER HEATER'S COMBUSTION INTAKE. PATCH FLOOR TO MATCH EXISTING. (N) GAS WATER HEATER (WH -4) �Hu I 2" V DN ^�~ ! 1-1/2" G DN 2" VTR THIRD FLOOR UPPER LEVEL STOCK MEZZANINE PLAN (PARTIAL) -PLUMBING SCALE: 1/8"=1'-0" 1-1/4" CW DN 1-1/4" HW DN 3/4" HWR DN POTENTIAL LOCATION FOR FUTURE WATER HEATER SEE WATER HEATER DETAIL 5/JP1.0 DEMO (E) GAS WATER HEATER.® DEMO (E) FLUE AND FLUE EXHAUST FAN. PATCH WALL PENETRATION WITH SHEET METAL BLANKOFF PLATE WITH INSULATION AND SHEET METAL PLATE ON INSIDE WALL. PAINT TO MATCH EXISTING. CONNECT 1-1/4" CW TO (E) 1-1/4" CW 3"WDN SEE WATER HEATER DETAIL 5/JP1.0 2-1/2" G DN SEE JUICE BAR ENLARGED PLAN ON SHEET JP1.1 CONNECT 3" VI TO (E) 3" V. I FIELD VERIFY.' 1-1/4" HW 1-1/4" CW 1-1/4" HW 3" W 2"VUP 21/2"GUP 1-1/4" CW UP 1-1/4" HW UP 3/4" HWR UP 3/4" HWR CONNECT 1-1/4" HW TO (E) 1-1/4" HW CONNECT 1-1/4" CW TO (E) 1-1/2" CW CONNECT 1-1/4" HW TO (E) 1-1/4" HW 3/4" HWR THIRD FLOOR PLAN (PARTIAL) -PLUMBING SCALE: 1/8"=1'-0" CONNECT 3/4' HWR TO (E) 1/2" HW. FIELD VERIFYi. RECEIVED CITY OF TUKWILA MAR 10 2013 SEPARATE CENTER PERMIT AND APPROVAL REQUIRED 0 4' 8' 16' SCALE: 1/$"=1'-0" DARRELL NAWTRORNE MARK R STEVENS 60 /RAD Y S A M FRAN CALIFORNIA t r t 4 I S. 6 7 fox 4 STREET CISCO 9 4 1 0 3 6.5999 1 5. 3 9 7. 4 3 7 5 effc•4'u c•Hacluriondllphl.cutn CONSULTANT: HARGIS ENGINEERS, INC. 600 Stewart Street, Suite 1000 Seattle, WA 98101 T 206 448 3376 F 206 448 4450 www.hargis.biz J J 00 LO 2 O O N- O co O c< �1-1-1Z� Li] O I—Ce0 J Z D 0 Y 0�D (/) O H O ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: NORDSTROM 005 LEVEL 3 AREA OF WORK X N DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: THIRD FLOOR & ROOF PLANS (PARTIAL) - PLUMBING SHEET NUMBER: JP1.3 1,* NEW 2" GAS PIPE PROVIDED FOR FUTURE KITCHEN GAS EQUIPMENT UPGRADE (TOTAL LOAD: 505 MBH) NATURAL GAS DELIVERY PRESSURE: 6 IN.-W.C. PRESSURE DROP: 0.5 IN.-W.C. NEW CONNECTED LOAD: 1573 MBH GAS RISER DIAGRAM SCALE: NONE NOTES: 1. NEW GAS PIPING IS PROVIDED TO SERVE EXISTING KITCHEN EQUIPMENT (INCLUDING FUTURE ADDITIONS) AND NEW GAS WATER HEATER AT THE THIRD FLOOR MEZZANINE TO SERVE THE CAFE. 2. EXISTING GAS WATER HEATER AT THE CAFE SHALL BE REMOVED. 3. CALCULATIONS ARE PROVIDED TO SHOW NEW PIPING AND CONNECTED GAS LOAD DOES NOT EXCEED PRESSURE DROP OF 0.5 IN-W.C.. GAS PRESSURE DROP CALCULATIONS A T H (A) SEGMENT Q (CFH) Cr L (FT) D (IN.) AN [E] 299 0.6094 80 2.5 0.01 [F] 804 0.6094 122 3 0.05 [1-1] 1573 0.6094 188 3 0.27 TOTAL PRESSURE DROP (PATH A): 0.33 IN-W.C. A T H (B) SEGMENT Q (CFH) Cr L (FT) D (IN.) PH [D] 505 0.6094 30 2 0.02 [F] 804 0.6094 122 3 0.05 [H] 1573 0.6094 188 3 0.27 TOTAL PRESSURE DROP (PATH B): 0.34 IN-W.C. CALCULATIONS PER 2009 Q0.381 IFGC 402.4(1). (EQUATION 4-1) WHERE: D = INSIDE DIAMETER OF PIPE, INCHES CFH Q = IN© P6 F & 30 -INCH MERCUT RATE RY COLUMN L = EQUIVALENT LENGTH OF PIPE, FEET AH = PRESSURE DROP, INCH WATER COLUMN Cr = 0.6094, EQUATION FACTOR D = 19.171 0.20s AN I] GAS PIPING MATERIAL GAS PIPING SHALL BE SCHEDULE 40, BLACK STEEL PIPE, WELDED OR SCREWED FITTINGS WHERE APPROVED BY THE LOCAL AUTHORITIES. / • 1'1/ h1/44 1,1/41j 4 CUy�w ROUT �NSTgeo��w Tpq�l p�pOFIHW p TRUpGI�NG �p�N T11 UR gI1 T / 1 0,1121' 1 / •• • (kFFh CFs 0 0 l N JUICE BAR - DOMESTIC WATER RISER DIAGRAM SCALE: NONE ,14vvi'47 3141 TRgp 1p W b RiMFR oR 0 11R , p � 'Loo NOTES: 1. SEE FIXTURE CONNECTION SCHEDULE AND KITCHEN EQUIPMENT SCHEDULE FOR PLUMBING REQUIREMENTS. 2. PROVIDE STOPS AND SUPPLIES ON WATER SUPPLIES TO EACH FIXTURE. /' /' /' /' / /' • •/ 2' o14°E 3"v GfG (E) '`• . /' • • /' / / G 11 �/ Z,r_I� I 1 / /' / / /' • • • • • •••/ /Z 1 s. // �' / %. 311 /' ' /'' 311 •/ • JUICE BAR - WASTE & VENT RISER DIAGRAM SCALE: NONE btosi SEPARATE PERMIT AND APPROVAL RECEIVED CITY OF TUK VI _ A MAR 2 0 2013 MIT CENTER NOTES: 1. SEE FIXTURE CONNECTION SCHEDULE AND KITCHEN EQUIPMENT SCHEDULE FOR PLUMBING REQUIREMENTS. 2. SEE JP1.1 AND STRUCTURAL DRAWINGS FOR SLEEVING REQUIREMENTS THRU STRUCTURAL TEES. H DARRELL HAWTHORNE MARE R STEVENS 80 BRADY STREET SAN FRANCISCO CALIFORNIA. 94103 1 a 1 4 1 5. 6 7 6. 3 9 9 9 Fax 415.39 7.4 37 5 ol►ica9erc9Hacluraogd11910.cam 1 CONSULTANT: HARGIS ENGINEERS, INC. 600 Stewart Street, Suite 1000 Seattle, WA 98101 T 206 448 3376 F 206 448 4450 www.hargis.biz Mei J 1200 �o� o �w �w O w OCC 0 Z D O�D CO I- 0 ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: AREA OF WORK -- \inns NORDSTROM 005 LEVEL 3 DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: PLUMBING RISER DIAGRAMS SHEET NUMBER: JP1.4 GENERAL NOTES THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED ON THE STRUCTURE PER THE BUILDING CODE. SEE "APPLICABLE CODES AND STANDARDS". THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE BUILDING CODE SECTION. 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED IN THE "BUILDING CODE" SECTION. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. 8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. II, SEE A. B. D. E. F. ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS AND THRESHOLD REQUIREMENTS. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS, SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR AND ROOF DRAINS, SLOPES, SUMPS, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, CHAMFERS, GROOVES, INSERTS, EMBEDDED ITEMS, FINISH REQUIREMENTS, MISCELLANEOUS STEEL, ETC, DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. EXTERIOR WALL SYSTEMS. 12. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. D. ANCHOR BOLTS FOR MOTOR MOUNTS, E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. 13. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OF MEMBERS. 14. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 15. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. EXISTING STRUCTURE EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS, EMBEDMENTS AND OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN PROFFESIONAL LICENSED TO PERFORM WORK IN THE PROJECT JUSRISDICTION. 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO BEGINNING WORK. 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED TO THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ON THE PLANS, SECTIONS AND DETAILS. 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON THE PLANS, SECTIONS AND DETAILS. DEMOLITION I. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO REDUCE SUCH DAMAGE TO A MINIMUM. 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. POST INSTALLED ANCHORAGE ADHESIVE ANCHORAGES, WHERE SPECIFIED CONFORM TO THE FOLLOWING: MATERIAL ADHESIVE CONCRETE EPDXY MASONRY GROUTED CMU EPDXY MASONRY UNREINFORCED 2. MECHANICAL CONFORM TO MATERIAL CONCRETE CONCRETE CONCRETE MASONRY GROUTED CMU EPDXY ON THE DRAWINGS, SHALL PRODUCT ICC EVALUATION HILTI HIT -RE 500 -SD HILTI HIT-HY 150 -MAX HILTI HIT-HY 20 ANCHORAGES, WHERE SPECIFIED ON THE FOLLOWING: TYPE ESR -2322 ESR -1967 ESR -2659 THE DRAWINGS, SHALL PRODUCT ICC EVALUATION EXPANSION HILTI KWIK BOLT TZ HEAVY DUTY EXPANSION HILTI HSL 3 UNDERCUT HILTI HDA EXPANSION HILTI KWIK BOLT 3 ESR -1917 ESR -1545 ESR -I546 ESR -1385 3. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT. 4. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE A DRY, DUST -FREE HOLE. 5. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER S INSTRUCTIONS THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE AN AIR -VOID FREE INJECTION. 6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER -FILLED HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC -ES REPORT. 7. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS. CARBON STEEL, ZINC PLATED 8. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC -ES EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE, 9. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED CODE APPROVALS. SPECIAL INSPECTION I. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK ITEM BUILDING CODE REFERENCE SPECIAL SYSTEMS 1704.15 EXPANSION/EPDXY ANCHOR BOLTS 2. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. 3. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. 4. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. 5. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: "CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. "PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. (E) CONC STRUCTURE \N Z NEW PENETRATION 4"0 MAX 2"b PIPE BY OTHERS (E) REINFORCING FIELD VERIFY LOCATION DO NOT DAMAGE NOTES: 1. CONTRACTOR SHALL PROVIDE NON-DESTRUCTIVE REINFORCING LOCATION SERVICES PRIOR TO CORING PENETRATION. 2. LONGITUDINAL OR TRANSVERSE REINFORCING STEEL SHALL NOT BE CUT OR DAMAGED DURING CORING OPERATION. 3. CONTACT ARCHITECT AND NG E •' ,► G OPERATION CANNOT BE 4. SPECIAL INSPECTION OF CORING NOT REQUIRED. A2 C ION AT GRID E 3/4"=1-0" BUILDING CODE I. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE WASHINGTON STATE BUILDING CODE (WSBC), 2009 EDITION, AS ADOPTED AND AMENDED BY THE CITY OF TUKWILA, HEREINAFTER REFERRED TO AS THE BUILDING CODE. 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN. GENERAL ASCE7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE/SEI 7 - 2005 EDITION DESIGN CRITERIA LIVE LOAD CRITERIA RETAIL (PER ASCE 7-05) DEAD LOAD CRITERIA 75 PSF SUPERIMPOSED ROOF DEAD LOAD HVAC, FIREPROOFING CEILING, PIPING, ETC. 12 PSF SNOW DESIGN CRITERIA GROUND SNOW LOAD 30 PSF FLAT ROOF SNOW LOAD 30 PSF EXPOSURE FACTOR - Ce 0.9 THERMAL FACTOR - Cf 1.0 DESIGN SNOW DENSITY 17.25 PCF WIND DESIGN CRITERIA 3 -SECOND GUST WIND SPEED, V = EXPOSURE FACTOR IMPORTANCE FACTOR I = INTERNAL PRESSURE COEFFICIENT SEISMIC DESIGN CRITERIA SEISMIC USE GROUP SITE CLASS IMPORTANCE FACTOR I = SS = SI = SDS = SDI = SEISMIC DESIGN CATEGORY LATITUDE LONGITUDE (E) CONC STRUCTURE 85 MPH C 1.00 GCpi = 0.18 II D 1.00 1.428 0.489 0.952 0.493 D 47°27'34" N 122°15'38" W (E) COMPOSITE FLOOR 4"0 PIPE BY OTHERS NEW PENETRATION 7"95 MAX (E) REINFORCING FIELD VERIFY LOCATION DO NOT DAMAGE NOTES: 1. CONTRACTOR SHALL PROVIDE NON-DESTRUCTIVE REINFORCING LOCATION SERVICES PRIOR TO CORING PENETRATION. 2. LONGITUDINAL OR TRANSVERSE REINFORCING STEEL SHALL NOT BE CUT OR DAMAGED DURING CORING OPERATION. 3. CONTACT ARCHITECT AND NG E ' • G OPERATION CANNOT BE 4. SPECIAL INSPECTION OF CORING NOT REQUIRED. A3 C ION AT GRID E 3/„-1'-O„ 24'-0" (E) CONC BEAM PENETRATION SEE A3/S1.0 • 0 (E) CONC BEAM PENETRATION SEE A2/S1.0 AT (7) LOC 3'-6" NO PENETRATION PERMITTED 17'-0" PENETRATION ZONE 3'-6" NO PENETRATION PERMITTED 0 0 zw z w 0 w 0 z 00 17w Q� OZ wCK: wG_ 0 NOTE: SEE PLUMB DWG FOR LOCATION OF CONCRETE SLAB PENETRATIONS. B4 PARTIAL 3RD FLOOR P_A\ 1/8"=1'-0" (E) COMPOSITE FLOOR REVIEWED FOR CODE COMPLIANCE APPROVEo APR 0 3 2013 City of Tukwila BUILDING DIVISION WATER HEATER BY OTHERS 1/2"� EXP ANCHOR EMBED 2", (1) IN EA CORNER OF PROVIDED MOUNTIING BASE NOTE: COORDINATE LOCATION OF WATER HEATERS WITH PLUMBING AND ARCHITECTURE. RECEIVED CITY OF TUKWILA MAR 2 0 2013 PERMIT CENTER CORRECTION LTR#� bI3rO sct WATER HEATER HOLD DOWN NO SCALE ® 2012 ARCHITECTURE & LIGHT DARRELL HAWTHORNE MARK R STEVENS ARCHITECTURE & LIGHT 60 BRADY STREET 5 A N FRANCISCO CALIFORNIA 9 4 1 0 3 141 4 1 5. 6 7 6. 3 9 9 9 fax a 4 1 5. 3 9 7. 4 3 7 5 officel architectureand119ht.com 1 CONSULTANT: 4OFFMAN X61X EERf N GIN N RS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 J J Q nal O • 0Qco • ct�0 w W� Z 0 - ZDR O(00 co O ~ 0 ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 A PLAN CHECK RESPONSE 1 03.19.13 KEY PLAN: AREA OF WORK 005 NORDS BOM LEVEL 3 J EN DATE: March 19, 2013 JOB NO.: 2012.040 SCALE: DRAWING TITLE: WATER HEATER HOLD DOWN, BEAM PENETRATION PLAN & DETAIL SHEET NUMBER: S1.0 ABBREVIATIONS A.B. A.C. A.D. ADA ADJ. A.F.F. ALUM. APPROX. ARCH. BD. BLDG. BLK. BLKG. BM. B.O. and angle at pound or number plus or minus anchor bolt air conditioning or asphaltic concrete area drain american disabilities act adjustable or adjacent above finish floor aluminum approximate architectural board building block blocking beam bottom of C. centerline CAB. cabinet C.B.0 california building code C.F.0 california fire code C.B. catch basin CER. ceramic CLG. ceiling CLKG. caulking CLR. clear C.O. clean out COL. column CONC. concrete COND. condition CONN. connection CONSTR. construction CONT. continuous CONTR. contractor C.T. ceramic tile CTR. center C.W. cold water DEPT. DET. DIA. DIM. DISP. DN. DR. D.W. DWG. DWR. E. (E) EA. E.J. EL. ELEC. EMER. ENCL. E.P.B. EQ. EQUIP. EXST. F.A. F.D. F.E.C. FIN. FIXT. FL. department detail diameter dimension dispenser down door dishwasher drawing drawer FLASH. FLUOR. F.O.F. F.O.PLY F.O.S. F.P. FR. F.R.P. F.S. FSEC FT. FURR. FUT. G. GA. GALV. G.B. G.D. GEN. G.F.I. GL. GND. G.O. GR. G.S.M. GYP. east existing each expansion joint elevation electrical emergency enclosure electrical panel board equal equipment existing fire alarm floor drain fire extinguisher cabinet finish fixture floor H. H.B. H.C. HD. HDBD. HDR. HDW. HDWD. HGR. H.M. HORIZ. HR. H.R. HT. H.W.H. I.D. IN. INSUL. INT. INTER. JAN. JST. JT. KEC LAM. LAV. LB. LT.FIXT LIN. LN. LT. MACH. MAINT. MAT. MAX. M.C. M.D.F. MECH. MEMB. MTL. MFR. MIN. flashing fluorescent face of finish face of plywood face of studs fireproof frame fiberglass reinforced panel floor sink food service equip. contractor foot or feet furring future gas outlet gauge galvanized grab bar garbage disposal general ground fault interrupter glass ground gas outlet grade galvanized sheet metal gypsum high hose bibb hollow core or handicapped head hardboard header hardware hardwood hanger hollow metal horizontal hour handrail height hot water heater inside diameter inch insulation interior intermediate janitor joist joint kitchen equipment contractor laminate lavatory pound light fixture linear line light machine maintenance material maximum millwork contractor medium density fiberboard mechanical membrane metal manufacturer minimum ROOM NAME WALL TYPE DOOR TYPE WINDOW TYPE FINISH TYPE ELEVATION BENCHMARK BLDG SECTION DETAIL MIR. MISC. MR MSRY. MTD. MUL. (N) N. N.E.C. N.I.C. NO.OR# NOM. N.T.S. o. O.A. O.C. O.D. OFF. OPNG. PERIM. PL. P.LAM. PLYWD. PNL. PNT. PR. P.S.I PT. P.T. PTD. P.T.D. PTN. P.T.R. Q.T. mirror miscellaneous moisture resistant masonry mounted mullion new north national electrical code not in contract number nominal not to scale owner overall on center outside diameter office opening perimeter plate plastic laminate plywood panel paint pair per square inch point pressure treated painted paper towel dispenser partition paper towel receptacle quarry tile S. south;shelf S.A.D. see Architectural drawings S.B.O.I.B.C. supplied by owner installed by contractor S.C. solid core S.C.D. seat cover dispenser SCHED. schedule S.D. soap dispenser/dish SECT. section S.E.D. see electrical drawings SEP. separation SERV. service SH. shelf S.H. sprinkler head SHT. sheet SHTG. sheathing SIM. similar SK. sink S.K.D. see kitchen drawings SL. sliding S.M.D. see mechanical drawings S.P.D. see plumbing drawings SPEC. specification or special SQ. square S.S. stainless steel STA. station ST.STL. stainless steel S.S.D. see structural drawings S.SK. service sink STD. standard STL. steel STN. stone STOR. storage STRUCT. structural SUSP. suspended S.V. sheet vinyl S.W. shear wall SYS. system T. tread T.B. towel bar T.C. top of curb TEL. telephone TEMP. tempered TER. terrazzo T & G tongue & groove THK. thick THRU. through T.M.E. to match existing T.O.C. top of concrete T.O.P. top of plate T.O.PLY top of plywood T.O.W. top of wall TSCT. thin set ceramic tile T.V. television TYP. typical (R) existing to be removed R. riser RAD. radius REC. recessed REF. reference REFL. reflected REFR. refrigerator REG. register REINF. reinforced REMOV. removable REQ'D. required RESIL. resilient RET. retaining REV. revision,revised,reversed RGTR. register RM. room R.O. rough opening SYMBOL LEGEND room name MAIN DINING 88 material 88 finish view direction drawing number 1 sheet number view direction drawing number sheet number ELEVATION UNF. unfinished U.O.N. unless otherwise noted VAR. VERT. VEST. V.I.F. W. wi W.C. WD. W./D. W.H. W/O W.P.M. WSCT. W.R. varies vertical vestibule verify in field west or washer with water closet or wall covering wood washer / dryer water heater without waterproof membrane wainscot water resistant ITEM / DESCRIPTION FINISH SUtituuLC MANUFACTURER FLOOR F-1 MODEL / COLOR FLOOR TILE @ BAR & SEATING AREA WALKER ZANGER F-2 BASE QUARRY TILE AT SERVICE AREA DALTILE XILO BEIGE 1 XILBE1224 QUARRY TEXURES "SAHARA SAND" #0T08881P SIZE 12" X 24" 8" X 8" NOTES GROUT: LATICRETE # 41 KASHMIR FLOOR TILE TO BE SMOOTH AND WASHABLE GROUT: LATICRETE #24 NATURAL GREY FLOOR TILE TO BE SMOOTH AND WASHABLE B-1 B-2 STAINLESS BASE @ CUSTOMER SIDE 8" H CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL SEE DETAIL X/JA6.0 FOR BACKING MATERIAL ANQ INSTALLATION. QUARRY TILE BASE @ SERVICE AREA B-3 STONE BASE @ SEATING AREA CEILING C-1 DALTILE STONE SOURCE SAME AS F-2 FLOOR TILE 5" H CELEDOR #101 WHITE, POLISHED FINISH 5" H (E) CEILING TO REMAIN GLASS G-1 GLASS DISPLAY CASE LOW IRON STAR FIRE TEMPERED GLASS WITH POLISHED EASED EDGE 3/8" THK. METAL MTL-1 MTL-2 POWDERCOATED STEEL "SLATS" @ BACKWALL POWDERCOATED STEEL TV FRAME ECLIPSE ECLIPSE rr+m i P-1 PAINT ON GYP. BD. WALL @ SERVICE LINE DUNN EDWARDS P-2 PAINT ON GYP. BD. CEILING @ SERVICE LINE DUNN EDWARDS WOOD W-1 STAIN GRADE BOARD MILLWORK (FIR/LARCH) AWM PLASTIC LAMINATE PL -1 LAMINATE @ DISPLAY CASE SIDES, WILSONART PL -2 LAMINATE @ EXPOSED SURFACES AT SERVICE SIDE OF SERVICE LINE CABINETRY WILSONART SOLID POWDERCOAT COLORS, TBD SOLID POWDERCOAT COLORS, TBD DE5553 "SPRINGTIME DEW" MATCH EXISTING. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL 2" COVED BASE. REPAINT W/ SEMI -GLOSS ENAMEL PAINT. TO MATCH (E) BASE @ COLUMN PEDESTAL SUBMIT SAMPLES FOR APPROVAL CONTACT : RUSS WILLIAMS 707-763-3104 CONTACT : RUSS WILLIAMS 707-763-3104 EGGSHELL FINISH SUBMIT SAMPLE FOR APPROVAL SEMI -GLOSS FINISH SUBMIT SAMPLE FOR APPROVAL COUNTERTOP ST -1 QUARTZ COUNTERTOP ST -2 CUSTOM TABLE -1 STONE TOP CAESERSTONE SILESTONE SPECIAL FINISH FRP-1 FIR/LARCH STAINED FINISH CONTROL SAMPLE SUPPLIED BY ARCHITECT 7061-60 NATURAL PEAR 491760 KIWI 2710 YUKON -LEATHER 5" PLANK 3/4" SLAB 2cm SLAB STAINED FINISH TO MATCH CONTROL SAMPLE; SUBMIT SAMPLE FOR APPROVAL SHALL BE MINIMUM CLASS "C" COMBUSTIBLE RATING TO COMPLY WITH INTERIOR WALL FINISH REQUIREMENTS OF CBC SECTION 803. CONTACT: WILSONART 800.433.3222 CONTACT: WILSONART 800.433.3222 SEE PLAN FOR DIMENSIONS & NOTES CONTACT: MIGUEL THURSTON 510.895.8190 FIBER REINFORCED PASTIC WALL PANEL @ BACK OF HOUSE MARLITE PC -1 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC PC -2 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAG PC -3 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC PC -4 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC FRP WALLBOARD WHITE P100 CLASS A RAL 4010 (MAGENTA) 49/40490 RAL 1016 (YELLOW) 49/ 22520 RAL 3018 (STRAWBERRY RED) 49/31050 RAL 1028 (TANGERINE) 49/22460 SEE PLAN FOR DIMENSIONS & NOTES CONTACT: CONTACT: MARLITE (MFTR) 562.929.7308 CONTACT: MARTIN BRUCKNER M.BRUCKNER@TIGERDRYLAC.COM 909.930.9100 PC -5 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC RAL 5015 (BLUE) 49/42330 PC -5 POWDER COAT FINISH @ METAL SLATS TIGER DRYLAC SITE MAP RAL 6024 (TEAL) 49/52680 SHEET INDEX COLUMN GRIDLINE ENLARGED PLAN / DETAIL REVISION MATCHLINE drawing number 2 sheet number — drawing number 8. RA8.0 sheet number 88 drawing number sheet number Act 5 115; 5! a a ky Slade Way cn 41 0 VdfAltaia Sitender 81441 '‘-anter Blvd Tukwila PRWy rrt • Rank et oselenca • Stranger Siva Snsf'lrEa;u'r P1476 ACME v Bevtlino t.a F4ne!:4 tek14 R reb1- JA0.1 TITLE SHEET / PROJECT DATA JA0.2 EGRESS/ OCCUPANCY CALCULATION JA0.3 GENERAL NOTES JA0.4 TYPICAL ACCESSIBILITY & CONSTRUCTION DETAILS JA1.0 SITE / BUILDING PLAN JA1.1 EXISTING RESTROOMS PLANS JA1.2 RESTROOM FINISHES & HEALTH NOTES FOR REFERENCE JA2.0 FLOOR PLAN JA2.1 FINISH FLOOR PLAN JA2.2 SEATING PLAN JA3.0 REFLECTED CEILING PLAN JA4.0 SECTIONS & ELEVATIONS JA5.0 SECTIONS, ELEVATIONS, & DETAILS JK1.0 JUICE BAR FLOOR, ELECTRICAL, & PLUMBING S1.0 WATER HEATER HOLD DOWN, BEAM PENETRATION PLAN & DETAIL Client / Tenant: (Existing) Shell Architect: Restaurant Architect & Lighting Designer: General Contractor: Electrical Engineer: Plumbing Engineer: Kitchen Consultant: Structural Engineer: Millwork: Metal Fabricator: Nordstrom Restaurant Division 1600 7th Avenue, Suite 2500 Seattle, WA 98199 Callison Architecture 1420 5th Avenue Suite 2400 Seattle, WA 98101 Architecture & Light 60 Brady St. San Francisco, CA 94103 R&H Construction 1530 SW Taylor St. Portland, OR 97205 Hargis Engineers 600 Stewart St., Suite 1000 Seattle, WA 98101 Hargis Engineers 600 Stewart St., Suite 1000 Seattle, WA 98101 Pacific Restaurant Design 1145 12th Avenue NW # C3 PO BOX 1069 Issaquah, WA 98027 Contact: Duncan Osborn T: 206.454.5553 duncan.f.osborn@nordstrom.com Coffman Engineers, Inc. 1601 Fifth Ave, Suite 900 Seattle, WA 98101 Architectural Woodwork of Montan 106 Highway 2 East P.O. Box 2753 Columbia Falls, MT 59912 Eclipse Design 427 Corona Rd Petaluma, CA 94954 Project Name: Project Type: Project Address: Contact: T: 206.623.4646 F: 206.623.4625 Contact: Mark Stevens & Anthony Rgxas T: 415.676.3999 F: 415.397.4375 mark@architectureandlight.com anthony@architectureandlight.com Contact: Gary North T:503-228-7177 gnorth@ncconst.com Contact: Greg Reher T: 206.436.0497 F: 206.448.4450 gregreher@hargis.biz Contact: Nick Natividad T: 206.859.5382 nickn@hargis.biz Contact: Greg Ahrens / Steve Ahrens T: 425.392.7422 F: 425.391.1894 gahrens@prdcorp.com sahrens@prdcorp.com Contact: Robert Lawson T:206.623.0717 Lawson@coffman.com a Contact: Rick Dodds T: 406.892.5131 rick@archwaodmt.com Contact: Russ Williams T: 707.763.3104 russ@eclipsedesigngp.com PROJECT DATA Nordstrom South Center Juice Bar Accessory use to (M) Nordstrom anchor building FRUITITUDE Nordstrom Southcenter 100 Southcenter Mall Tukwila, WA 98188 Description of Work: These documents are for the permit and construction of a new Juice bar, ancillary use within existing retail building. Floor Area: Occupancy: Required Exits: Anchor Building: 535 sq. ft. Occupancy group: B Occupancy load: 21 1 Exit required (occupant less than 50) Three Stories, no change Type of Construction: Type II -B, no change Fire Protection: Fire Alarm: Codes: Yes. Fully Sprinklered, no change -2009 International Building Code (w/ WAC amendments) - 2009 Washington State Energy Code (w/ WAC amendments) - 2009 International Mechanical Code (w/ WAC amendments) -2009 International Fire Code (w/ WAC amendments) -2009 Uniform Plumbing Code (w/ WAC amendments) RECEIVED CITY OF TUKWILA MAR 2 2 2013 PERMIT CENTER DARRELL HAWTHORNE MARK R STEVENS RCHITECTURE & LIGHT 3739 6 0 BRADY STREET SAN FRANCISCO CALIFORNIA 9 4 1 0 3 r e l 4 1 5. 6 7 6. 3 9 9 9 fax 41 55.397.4 375 ofHc e@o rcnitectureandt i66t. com REGISTERED ARCHITECT RK-.11OLPH S S ST 0' WASH! ' GTON CONSULTANT: T3)11-0sci ISSUED FOR: 50% QA SET 01.22.13 PERMIT/BID SET 02.11.13 NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL !!! APPROVED SU CT3�T�O ORD ANCE AR i3 KEY PLAN: AREA OF WORK 1 NORDSTROM 005 LEVEL 3 4 N DATE: Feb.11, 2013 JOB NO.: SCALE: 2012.040 NO SCALE DRAWING TITLE: TITLE SHEET PROJECT DATA SHEET NUMBER: JA0.1 NO 1 2 3 4 5 6 7 8 9 QTY 1 1 1 1 1 2 2 3 1 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 1 2 1 1 1 1 1 1 NO 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1 1 1 1 EQUIPMENT SCHEDULE SUPPLIER DESCRIPTION REFRIGERATED DISPLAY CASE - 38 7/8" CASH REGISTER UNDERCOUNTER REFRIGERATOR - 48" FRUIT DISPLAY CASE STAINLESS STEEL ICE DRAWER - 24" STAINLESS STEEL WASTE CHUTE MANUAL JUICE PRESS UNDERCOUNTER REFRIGERATOR - 27" COMPOST BIN SPARE THREE COMPARTMENT POT SINK W/FAUCETS U/C DISHWASHER - HI TEMP BLENDERS HOT WATER DISPENSER DIPPER WELL & FAUCET DROP-IN ICE CREAM FREEZER KNOCK BOX GRINDER ESPRESSO MACHINE - ONE GROUP SPARE HAND SINK W/FAUCET SOAP & PAPER TOWEL DISPENSER STAINLESS STEEL FRONT COUNTER STAINLESS STEEL CABINET & LIFT GATE STAINLESS STEEL BACK COUNTER QTY 14 15 16 17 18 19 20 21 22 23 24 25 1 1 1 1 1 2 2 3 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 PRD OWNER PRD OWNER PRD PRD OWNER PRD OWNER PRD PRD PRD OWNER EQUIPMENT SCHEDULE DESCRIPTION REFRIGERATED DISPLAY CASE - 38 7/8" CASH REGISTER UNDERCOUNTER REFRIGERATOR - 48" FRUIT DISPLAY CASE STAINLESS STEEL ICE DRAWER - 24" STAINLESS STEEL WASTE CHUTE MANUAL JUICE PRESS UNDERCOUNTER REFRIGERATOR - 27" COMPOST BIN SPARE PRD PRD PRD OWNER OWNER PRD GC PRD PRD PRD VT 120 120 120 120 129 208 120 120 120 120 208 ELECTRICAL SCHEDULE PH 1 1 1 1 1 1 1 1 1 1 AMP 15.2 2.0 5.5 5.5 32.5 15.0 12.0 6.3 6.0 KW 16.0 HP 1/2 1/4 1/4 3/4 3 1/4 REMARKS 5 - 20R, GFCI, SEE NOTE El 5 - 20R, GFCI, SEE NOTE E3 5 - 20R, GFCI, SEE NOTE E3 5 - 20R, GFCI, SEE NOTE E3 HW, FOUR WIRE CIRCUIT 5 - 20R, GFCI, SEE NOTE E3 5 - 20R, GFCI, SEE NOTE E3 5 - 20R, GFCI, SEE NOTE E3 5 - 20R, GFCI, SEE NOTE E2 SEE NOTE E2, VERIFY W/ OWNER PLUMBING SCHEDULE SUPPLIER THREE COMPARTMENT POT SINK W/FAUCETS U/C DISHWASHER - HI TEMP BLENDERS HOT WATER DISPENSER DIPPER WELL & FAUCET DROP-IN ICE CREAM FREEZER KNOCK BOX GRINDER ESPRESSO MACHINE - ONE GROUP SPARE HAND SINK W/FAUCET SOAP & PAPER TOWEL DISPENSER STAINLESS STEEL FRONT COUNTER STAINLESS STEEL CABINET & LIFT GATE STAINLESS STEEL BACK COUNTER PLUMBING NOTES: PRD OWNER PRD OWNER PRD PRD OWNER PRD OWNER PRD PRD PRD OWNER PRD PRD PRD OWNER OWNER PRD GC PRD PRD PRD WATER HOT COLD 1/2" 1/2" WASTE OPEN 1/2" 1/2" 1/4" 1/4" 1/2" DIR. 1-1/2' 1/2" 1/2" 1" CON. 1-1/2" 1-1/2" MBTU Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) - accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. REMARKS SEE NOTE * P1 ELECTRICAL NOTES: El. ELECTRICIAN, LIEU F IGFCI AI IS REQUIRED, ALE GFCI BREAER MUST BE USED E2. ELECTRICIAN OVIDE CORD, RECEPTACLE AND PLUG FOR ESPRESSOMACHINE E3. ALL 15 AND 20 AMP., 120V RECEPTACLES AT FRONT AND BACK COUNTERS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI) TYPE OR SHALL HAVE REMOTE GFCI DEAD -FRONT DEVICE. DRAIN TO FS, SEE NOTE * P1 & P2 SEE NOTE * P1 DRAIN TO FS, SEE NOTE * P1 DRAIN TO FS, SEE NOTE • P1 LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. PLUMBER TO INSTALL ALL EQUIPMENT PER LOCAL JURISDICTION FCW = FILTERED COLD WATER P1 DEVICE PER LOCAL JURISDICTION PREVENTION URISD CTION P2. PLUMBER TO INSTALL PRD SUPPLIED NNECTION: 3/4" PRESSURE REGULATOR. LO FEMALE GARDEN HOSE FITTING ON 6 FOOT LONG HSE SUPPLIED WITH MACHINE. FACTSHUT ORY SUGGESTS PLUMBER PROVIDING/ INSTALLING COMBINATION OFF VALVE/MALE HOSE FITT DRAIN CONNECTION: 3/4" MPT FITTING WITH 6 FOOT LONG HOSE SUPPLIEDWITH TO IDAPPROPRIATE ALINE TO FLOOR SINK PER LOCAL CODE. INCOMNGWATERTEMPERATURE NEEDS TO BE 140 DEGREES. 42" HIGH CEASARSTONE COUNTER ON CUSTOMER SIDE 36" HIGH S/S COUNTER ON OPERATORS SIDE If FRONT COUNTER ELEVATION - OPERATORS SIDE er BACK COUNTER ELEVATION 814 1 CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT DUPLEX + 12", * CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT CONV. DUPLEX + 39" C/L, MOUNTED HORIZONTALLY, 120 VOLT, 20 AMP DEDICATED CIRCUIT STUB UP ALL FRONT COUNTER ELECTRICAL AT THIS POINT DUPLEX + 20", * 000 000 ere e&i.e. *MIMI 11111 FOOD, FOOD PREPARATION AND FOOD 8. SERVICE 'EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT - ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS, OTHER UTILITIES MAY NOT BE UNNECESSARILY EXPOSED - 00 J BOX + 12", * 12 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 13 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 13 DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 14 (9) DUPLEX + 40" C/L, MOUNTED HORIZONTALLY, * 18 DUPLEX + 40" C/L, MOUNTED HORIZ,OpciouiNsTmTABT:Nli GLTSEYYRS, E* EM1S9S DUPLEX + 12", * 8 16 I-LEAST:10e &DEGREE& FAHRENHEIT THROUGH NATION FAUCET, SELF FOR AT LEAST 15 SECONDS HALL BTAETHDO-EIGNED A c 0SERRADI JAffNCDGTF EETD0DAEL ANR ANDwELI (NRAsSApTTApArul. rEI:s STAT pp Es DS E P ippED To pRot:loHewmTAEIRR A Lis AT NE DAlfw0 AU:sintasT HT:Liu TIONS AND ORDINANC S SHA REGULA su BUM LICABLE LOCA CLOSING OR METERING FAU FLOW OF WATER CETS SHALL PROVID DUPLEX + 12", STUB UP ALL FRONT COUNTER PLUMBING AT THIS POINT 000 FLOOR SINK FLOOR DRAIN FLOOR SINK, * 5 elk gni 111111 (2) 1/2" H & CW + 12", (3) 1 1/2" WASTE + 10", RUN TO COMMON 3" WASTE IN WALL, * 11 1/2" HW + 12", 140 DEGREE MINIMUM TEMP., DRAIN TO FLOOR SINK, * 12 FLOOR SINK, * 2 1/2" CW + 45" 2012 ARCHITECTURE & LIGHT MARK R STEVENS WAREVVASHING/DISHWASHING SINK COMPARTNENTSsHau: BE LARGE ARCHITECTURE & LIGHT 60 BRADY STREET SAN FRANCISCO CALIFORNIA 94103 fel 415.676.3999 fax 415.397.4375 _AINE3 ARDS, UTENSIL RACKS' TABLES LARGE ENOUGH 0 ACCOMMODATE T ffN LEE ECM AE NS IS NAGRAY - ALL S °Di LEEDDF1)GNR7 BC EL FE OA RN E D S SHALL BE PROvi NG AFTER SANITIZING ,DEOsiDGNS EE aRV: ciE NOPERAILITNI06: sA HRA-AEALLF1-9.°R- FLOOR COVERINGS, WALLS, W LL BE COVERINGS, AND cE SILY CLEANABLE. RECEIVED CITY OF TUKWILA MAR 2 2 2013 PERMIT CENTER BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW (DOWN FROM 45 DEGREES) 1/4" CW + 40", C/L MOUNTED, b PD-- 051 14 Pacific Restaurant Design 1145 12th Avenue N. li., Suite C-3 Issaquah, TA 98027 T 425-392-7422 F 425-391-1894 FOOD SERVICE CONSULTANTS ISSUED FOR: 50% OA SET LC) co CO o 01-22-13 PERMIT/BID SET 02-11-13 KEY PLAN: AREA OF WSW\ 005 LEVEL 3 NORDSTROM FEB. 11, 2013 JOB NO.: 2012.040 bRAWING TITLE: FRUITITUDE ELECTRICAL g( PLUMBING A 'TOOD0VRD2:113PIANc SHEET NUMBER: Print Date: 02-11-13 24" x 36" NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL II! JKl.0