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HomeMy WebLinkAboutPermit M97-0140 - OUTBACK STEAKHOUSEu -� a Peg-- eAt 14D City of Tukwila L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0140 Type: B -MECH Category: NRES Address: 16510 SOUTHCENTER PY Location: Parcel #: 262304 -9127 Contractor License No: METALI *141CG TENANT OUTBACK STEAKHOUSE 16510 SOUTHCENTER PY, TUKWILA WA 98188 OWNER SOUTHCENTER MOTEL HOTEL LTD C/O POER MARVIN F & COMPANY, 500 108TH AVE NE #780, BELLEVUE WA CONTACT JIM HOLTZ 1800 136 PL NE. SUITE 100, BELLEVUE WA CONTRACTOR METALSMITHS, Phone: 206- 362 -3430 7116 220TH SW 10,.MOUNTLAKE TERRACE, WA 98043 *********************• k******** * * * * * * * * * * * * * * * * * ** * * * * * * * * ** ** * * ** * * * ** * * ** Permit Description: CNSTALLAT ION OF ROOFTOP MECHANICAL EQUIPMENT AND ALL ADDITIONAL HVAC COMPONENTS FOR NEW RESTAURANT. UMC Edition: 1994 obtain this' • 'in Signature: Print Name: Valuation: Total Permit Fee: Date: /6 -- 2-9 - dotf X/ Title : Al'i 1'Ut" (206) 431 -3670 Status: ISSUED Issued: 10/29/1997 Expires: 04/27/1998 65,000.00 151.56 * * * * * * * *ihtilr * * * * * ** * * * * * * * * ** *ter * * * * * * * * * ** * * * * * * * * * * * * * * ** Ac * * ** * * * *. * * * * * * * ** 4c14;:/ nter Authorized Signature Date' I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances. governing .this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 'provisions of any other state or local laws regulating construction or the per • . -n - of work. .I am.authorized to sign for and 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. Project Name/Tenant: (l q A _' ' _, .) LAS � ' •.. A . ' ` Value oL,Coonstruction: f' t; '3 / OLIO. 00 T � rc�l r�berf� (�) pl Site L-L.9 C � � City State /Zip: ((D �7 C) l ll-�`l r D ---tt -i=ce— Pro ert OLI T Lc:.�.: ( i r j li �: 4�' ,' O V _ 1 u r s 1 I : ( .i C Phone: ( ,) L j 5- 5a)-c-- Street Address: City State/Zip: I be) .DC-I 44- (16,0 - r ! e'_ (1)3 u)ic ( `61 Fax #: oe 57 - -I )4 3 Contact Person: .0 � f � �� k � 2 -k e /GI' (r - -.,k 5 i T , r' A dui t._ l Z-- Phone: � � z- � J � `J � �, 7 Fax #: cc - 2 ( -n" 7 j ) `i Street Addre yL City State /Zip: � C_ i -(0 - a. kle %6 P-1-- ire itC `i tfb _ Contractor: '� -6 0.0i.)Si co Pho e: ( ?e(4 c Zr , I j0 l Street Address: / City State/Zip: c0 ) t4:5 e - A ‘ 1.:t! J 0 Ci 44" 1 ( W A- L I '10(:) Fax #: • ( 2 O l:. ) CJ 2' I I Phone:/ ( z s) 7 L-!) - 3171 Architect: (Y1 (Price (.0 0 T-2.- jeer t4. ). r —C T - Street Address: City State/ ip• /,ECG / 3G:;`- PI . 5 IOC: tF)f�C: > Fax #• ( = - /z5 7(/ 7 -'7 / t4 / Engineer: ' 9c ( 2r.)r - .7/ k( - � C IAA v- E= ��'�, ') cr : Phoned' (11 z. 0 ,=.) 7.019 Street Addre City State /Zip: /LI f ,' C) __ -A-) _ ___ �� Fax #: ( 1 l2.5 � r '-) 01 9 MISCELLANEOUS PERMIT REVIEW AND APPROVAL (TO BE FILLED OUT BY APPLICANT). '. Description of work to be done: Z 19 a f a I A1/ = t;d t ,1 - .l �''4A 1 fir, /e `3 �;. ) Will there be storage of flammable /combustible hazardous material In the building? ❑ yes no Attach list of materials and store a location on separate 8 1/2 X 11 paper indicatin uanntit & Material Safety Data Sheets — ies tJ Above Ground Tanks Ii Antennas /Satellite Dishes ❑ Bulkhead /Docks LJ Commercial Reroof ❑ Demolition ❑ Fence Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Wails ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO: Name: Phone: .� Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous WATER METER DEPOSIT /REFUND BILLING: Name: Address: CITY OF TUKWILA Permit CenterL 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS " ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): _ ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity' gal Schedule: ❑ Moving Oversized Load/Hauling Phone: City /State /Zip: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. MISCPMT.DOC 7/12/96 BUILDING OWNER OR,ApTHOFIRED AGENT: . Signature. .."\,----,C— V Y ; �/ - Date: 9. 3 9 Print name: ` J ' ., /� A M � � ., L -. -fvC� t ?�" Phone: - 37 7) Fax Ii: - 7/ L / C) 7 Address: /3�0O /36 „,:. a , ,i , cs.(G ,rl ') City /State /Zip; C' c 0 SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water.Tanks - Supported directly upon grade , exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW Submit checklist No: M -9 r-, Antennas /Satellite Dishes Submit checklist No: M -1 jJ Awnings /Canopies - No signage Commercial Tenant Improvement Permit 0 Bulkhead /Dock ` Submit checklist . No: M -10 0 Commercial Reroof Submit checklist No: M -6 El Demolition. _ Submit checklist No: M -3, . M -3a in Fences - Over 6 feet in Height Submit checklist No: M -9 0 Land Altering/Grading /Preloads Submit checklist No: M -2 0 Loading Docks Commercial Tenant Improvement Permit., Submit checklist No: H -17 t-,1 Mechanical ( Residential & • " ',, Submit checklist No M -8, Residential only - H -6, H -16 O Miscellaneous Public Works Permits Submit checklist No H -9 ri Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 0 Moving,Oversized Load /Hauling Submit checklist No: M -5 Parking Lots Submit checklist No: M -4 0 Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential'Building Permit Submit checklist . No: M -6 in Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist . No: M -7 0 Temporary Pedestrian Protection/Exit`Systems Submit checklist No: M -4 0 Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUBM D WITH THE FOLLOWING: .➢ ,tQ►LL laFIAIArn,Viit.L BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SiTd P AN5 AND UTILITY PLANS ARE TO BE COMBINED D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ® Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. ! 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. r MISCPMT.DOC 7/11/96 ,, CITY OF TUKWILA SOUTHCENTER PY Permit . No M97 -0140 Xthfress: Su to Tenant OUTBACK STEAKHOUSE. Status: ISSUED l;T B -MECH Applied : - 09./230997 Par ceI # :.`262304' -9127 Issued:' .10/29/1997 •k •k 'k''k, k k i k * •k * 'k A •k •k * * •k •k 'k 'k •* •k 'k I 'k •k •k •k *• •k * * * * `k * •k •h k * •k * •R k 'k 'k •k •k k 'A •k ;k •k * k 'k A •k •k •k •k 'k * •k 'k A k •k •k 'k ermit Conditions: 1 No changes ` wi l l be made to the plans unless . approved by the Archi or Engineer and the T' ukwi la Building Division. • Al l ' permits,, inspec.tion;;_recc i�dW,: ".and' approved plans shall: be at the j i :te "pr io'r to . the start °.b-f any con - struction. These are to b,e maintaine and avail able until fin:ai:l, .inspec approval is grante All construction to: b„0 dunes in` 'conformanc,e;j i.th approved plans and requi rerir'ents of the Uniform Buildi ( Edition) —as: amended, Un for M' Mechanical Code -11994 :Edition)., and Wash,ingtonStaee Energy Code (1994 Edition) Va l i di . ty of Per`m,i t . The issuance '.of a permit orM .eppr,,ova 1 :.of . p1ans . spez�if i cat i:otns, :and shall not be . ,con strued =.to ;ber a permi t ....t.'rir , ` an approval of , any violation ' of anof tyhe provisions of th.e...b'U i l d i nq code or of any.'„ other° the.: No permit presuming t' gi. uthpt';;it .vio or cancel the, provisions of this codeaSha1l be oval iVii. MAN. 1CTURE:R , ;I NSTALLAT'IOI INSTRUCTIONS REQUIRED ON SITE FORt HE: B UILDING INSPECTOR;, FEVIEW. P,Junhlnq porni ts;.s.,he11 °be- . =o,, btaine ;the 'Seatttl De e itiit�.g, Coupxy ar tment. of: Putt 1 ic,; He 1th: Plumbing wi 11 be ` i nsp.euted` b' that ia'gencv, including i l i yeas piping ( .Ns E1et'y�i ic� 1�wp'ermi.t shall be obtai'nedr':c:hruugfr 46 Wa Stat ivlsion of Labor and Indus ie,� `end e) -1 electrical W work ;11 ib,.e int'p,ected by that agerti,c'v ' t Z4` 66J0) Read i'f yAacaess, i b 1 e, access to root mounted equipment 1 s. requ i r'e :t a" 7 ,7 70 4770 ar e ttr1' CooNosiWb/' PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Ml 014C, DATE Clibe(% PROJECT NAME OO1t AC JC *V*4 4cUSE D PARTMENT: G DIVISION FIRE PREVENTION si • 1 G DIVISION 14 C AM—co STRUCTURAL P • + T CO 5RRDI a a DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE En COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED EJ ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) El REVIEWERS INITIAL CORRECTION DETERMINATION: NOT COMPLETE NOT APPLICABLE El DATE Pft0 APPROVED fl APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE C:ROUTE -F DUE DATE 4 %S ~ / 10A/97 DUE DATE (Certification of occupancy required. ) 7 07 0 1 7 7, 7 (10 1 1 : READY FOR ISSUANCE $ 15 5(0 BALANCE DUE NO STATE CONTRACTORS LICENSE RE •UIRED? IS THIS CONTRACTOR IN THE SYSTEM? YE NO APPLICANT CONTACTED DATE CALLED CALLED BY 111111114MMIIIIMIr Project: �y , , •r Type of 'ns Date called: ..'- - Address: Special instructions: Date wanted: /Z a.m. <EP Requester: Phone No.: INSPECTION , RECD ..' Retain a copy with p&-lit } CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 INSPECTION NO. Approved per applicable codes. COMMENTS: Inspector: I Receipt No.: Date: PERMIT NO. 206) 431 -3670 Corrections required prior to approval. Date: ` 7217 $42.60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4, } Project: 4 7404 cf---k Type of ins ectig`fi: _ Address: Date called: m Special instructions: Date wanted: /2 � / Requester: Phone No.: � PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A•1 --62rLC 6300 Southcenter Blvd., #100, Tukwila, WA 981883\] (206) 431 -3670 I I INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECOIr'a Retain a copy with pe .,. ,Jt [Inspector: 61/t4. C Date: Z J .,.1 A $42.00 REINSPECTION S EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 0 �-de, -: r.._ Type of inspection:, i- ,...r.,., _,I -R re. Address: < —�� /( Jo �.Y�i I ,�..cr? I / Date called: I ,.. - & - Special instructions: - J.) "„i Date wanted: _ , , ^ .) a.m. . 7' <:; --1- — ,;,( .,vim / ' VU L`7'" """`' "'1"' Requester: Phone No.: INSPE TION NO. „ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 1 ....w...omwvwYw. INSPECTION RECO13 \ Retain a copy with pe PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: to tA b r 1 , Type of inspection J Address: Date called: ii -' Special instructions: E 6, 4P 1 ?- 5 A42 Date wanted: 1 �a.mm.. Requester: Phone No. -� 5 - a L (8ic) 7 1 Approved per applicable codes. COMMENTS: Inspector: 1 INSPECTION RECOVI Retain a copy with peLit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V�� (206) 431 -3670 1 - uGH --tiJ bu >,C, NA-EA t ,/ /t1 -01 PERMIT NO. Corrections required prior to approval. Date: I I/44 1 $42.00 REINSPECTION FEE REQUIRED. Prior to ins pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projector e V h of in p7 d�: —4�,/ h Date called: �7 f�+4 / Address: Special instructions: Date wanted: / / / ! G / a.m. p.m. Requester: Phone No.: I INSPECTION RECD f ,� INSPECTION NO. I /1 �� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicaf le codes. COMMENTS: Inspector: Receipt No.: Retain a copy with pe �✓ .. fir �.r_ . f '.4d .: '..._ 664 4 50 ?) .1 p7 ... . Corrections required prior to approval. Date: Date: 2J- $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. * * *•k'k * *.t.kA*h'*k k4k*. t• A*k A*: k• k** k• kA'#• k• k• k ** *ttkkkA *•A**kA**kA* kk *k* ITY. or 1'UVWIL•A, WA Mqi oft-10 T14INSM3:I **• k*h A* Ik k** k• k: kA* AF;• k• A* A* A**** A A* tk* � kk*k k h **** * *A*khAkb1 *k•h•A *k•k TRANSMIT .Number: P970066 Amount. 151.56 10/29/97 13 :02 Payment Method: CHECK Natation: ME'fAl-SMITHS INC Init: SAL Permit No: M97- -0140 Type: 13 -MECH MECHANICAL PERMIT Parcel Na: 262304 -9127 Site 'Address: 16310 SOUTIiCENIER PY Total Fees: 151.36 This Payment 1.51..56 Total ALL Pmts: 151.56 Oa•lancen .00 * AA AI**k* 4I t1kI** AkA *AAd *ek*k•A *k1k *t * *A *A4*.A.* **A*A1k4 *1 *t *A* Account Code 000 /:I4 ;.E►30 . 000/ 32r?.100 Description PLAN CHECK �. NO IRES MECHANICAL •- NONRES Amount 30.31. a n 25 �.1Mti` 5525 10/30 7717 TOTAL :L515 6 ';'�' .:I 1 . EGI T� R A� �•I�1 . . ... 7"W1 n' t y B �.' rj ' :. • , �t •. r '. T�. ' , t :. ��:: ` ,.. I'm t C� D �T ' ': r: . • ..5 ` •� y.3 ;• • 'i ' t '�I:.• •r Yt.. �r. f.� �: ',4 r.. r . i7.; "�':•:cC'. .i •,•'.�. }i'•..:. ..4.;, • w. Viii'.' . fir 1 11 � 1 ^ :• 1 phi ,.. 4 ".. 1I •'' hrr •'' " S. •, :'.t,l t i 71 SIGNATURE ISSUED BY DEP ENT OF LABOR AND INDUSTRIES ti VOELKER ENGINEERIL, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828-3019 r..:,...... �.,. �.......,. �,.. r:.. w..,......,.._ rw. wrr. n-.-,.. b.... w...+ xw. rnrwy> vavdv4:' cx�Cts:? k�4�± rhr07 3t' 7: i'l fG! h'. C ,'bTB:i:fi_l'S��Y.•t�iii7S`.Y�; r'�P?.'S.3;j.. JOB OUT BASK t' '0 �r. 7l 7 Z g7C.75 ik..... 7 SHEET NO. OF / CALCULATED BY G V DATE 1/20/9 7 CHECKED BY S T DATE 5 /2.0/ 4 11 SCALE I ! 4 I i 1 c, ti : r } Bluff -D i. r i 2. �.......... I. ' .... ... {........ i { • ....................... ....... :. r : !. .0 .ff.s ..ldn .J • I 1 y .......... �..,....,.. -. cam/ G ( ... 2.... i ..... ..i ........... Sr*-)w 1e°r i ! J. .....i... ' • .... G w .3a4 s 1-73 , r&It /•{V 6IIl /�1''. r s lac A c .s ■ _MO- ow() Ei, COPY /3cxp 37 3 Q. 7 • 5 RECEIVED CITY nF TUKWILA SEP231997 :PERMIT .CENTER 1 \‘t 24 74/1' < 1sF1 5 K 111 s' ' -1W 1 145 Psi G / 1,1 11 -/ /21 '7 5 26/77 S B. VO NAL EXPIRES 9/21/ r�N "WC'101IIVO *MI ma1(N►Ya1 /mmo/. &VIA Wu 01471 Ualn Pled rat IT1 loco ns ArP.L*11`.. Mns VOELKER ENGINEERIL, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828.3019 ROM 201 r 1S,w SNm tos•r r+wa! �, K. Cabo Um oun uoron PICK Tar rrEE t-100 775 4SO0 a r_o.rYSncrr. rfnt+M�ttr,["t":a+r ;mx,,,ictaf3.tZ�, ."!t� 'tai.' Joe . 4-0v774 17096 .._� SHEET NO. 2 OF CALCULATED BY 6V/1761 DATE S/ 20 /1 7 CHECKED BY Sr DATE SAC /q 7 SCALE .1 N ,,,,,i fr .. 6.7._7.A...... 4_5 J.. re .1..1..a ...."'.... 5, GvLt�wr� " L,g l .. .�. 41" 4 x, to 0/1(0 ..1 6r17.5 7;46 85 ` ' 5/ 3q r>cyv..... ... • r 15ov 1. 3, 6. / 6dZiu /'Sao . ............ .. ...... • • • 6 x5 "' 6x r It I i t 'ry X 3'Cek /o 4 ,EGu r e v + x 2 'v ' )0 2) � , PA .. Sr 17" fit: IlY P.V. n4 a4 Wf.:.`. war4 'tl"r..•�Y'YMHIM...�a�u. »a.� sw .Ywnwx•N +aw....r�+.r..rws�.... VOELKER ENGINEEILG, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828.3019 G�i hc�w 1 r ah < 14, ............ 5 ,. a 1:le,y . G,l! s 1 ..25x . ._?....17 p4 .;lr ✓;. 1 i 1 PROW 701 1lSrgll paw 1VS mai* Mir /•04..fink. Mess 0141.toc*tPI IOU 1A([Iloom6310 IL- JOB Oars' 00C my rt_ 1709G " SHEET NO OF CALCULATED BY DATE w � /l9 7 / CHECKED BY C.7 DATE 5 ! 2.° SCALE Ps 3l7 S 7 5 �! Z }}442- L S ....w..x��. ,amer.n"rNAnew.'Y;n 014YKGillitI �P91vs'LYf e3">''"`.F': / L �k1z � mi11 ---- t'� / 1 p 2 6 Pt, � 7.e 4-67 raPv VOELKER ENGINEERrG, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828.3019 MODUCt204IISMS Polo 70SrMOO f'.ri J. k GR. WH 0121 Ton* PRIM IOU MU 1 100 75 6710 2023 Od7' i .. !v171 A1/61‹.- 17096 SHEET NO. 4 OF DATE 677 DATE CALCULATED DY C ✓ / t CHECKED DY ST tz•lamsrr,Itrtir.MIRIMVP&P,ak :>1 SCALE 7/b aoTN 4 lbc '$ Ut -r- /3 379 2 . 25.3 Sheao. 7 (4 J - C �/ r ��0+17' e.vea4 � . /3, 379 1(4)4A-4 6.67 - '� 4.67/4 ed,/tieft. e.t..des 04.) 671. p'ct' , ..... fp. ... 6.401". . ■ :. •I■ ? , ... •i . ' Pr 1 $ / > v lq 74C zi 1 . : . ... i i .,. 1 # , 39 .1. , k . , 1 i ! A Ili& I /; (.. 0 . , 0,.`..d ! , i , 1 1 ' • 1 • ■ . .- ........--4 ... . -... ; 0 : 3 pz)... / . i.. : ! e PI , ' AL 2 CCed e r.S. 'IN Lex-It et) i d e l.,. 1 ; VOELKER ENGINEER&G, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828.3019 PRODUCT 20I I 0* Stals) (Psto)/Mirmilih, . &Ow Mtn 01411 to Oldn 190If l'Oltfatt I 100 M SHEET NO JOB ArrGele-e- .f 17e21' CALCULATED BY CV / 1 X-1 CHECKED BY ST SCALE erz, 4,J el. aee,it .4aFT, ayrdi . 44444 co €4 4.5 I i.33 ei:.4tees 16 .6 7 fh / ) 3 / f / ri OF DATE 6 / DATE /2.0/01 2 ‘-• 24 6 7 //o05 a el el °4 . 4koc = 353 Pw ek' 1.11 1--CT 44."4444 0,75 arg+i 3,75 )0/4' r 246 ni/tWe / X*63) a." T /Z- /Z 57 41 , 75 3/4,z, . (totes ,'err .) e. 4 ./4u-5 3 Voelkes Engineering, Ina. 1211 Market Street Kirkland, WA 98033 X 6 HF #2 STUDS ® 16 "o.c. (Full wind /Half snow) 1994 U.B.C. Section 2308 Wood Stud Design Ver 2.2 CVE1995 INPUT - - -� Axial P = 750.0 (lb /ft) E = 1200 (psi) Kce = 0.300 Wind w = 12.0 (psf) Fc = •880 (psi) c' = 0.80 Stud B = 1.5 (in) Fb = 1009 (psi) Stud D = 5.50 (in) Spacing = 1.33 (ft oc) Cd = 1.60 V KL = 14.00 (fb) OUTPUT - A = 8.25 (in F *c = . 1408 (psi) KL /D = 30.55 I = 20.80 (in "4) F *b = 1614 (psi) Fce = 385.84 S = 7.56 (in"3) z = 0.796 F'c = 361 (psi) P allow = 2978 (lb) Load per Stud: Computed Stress: P = 997. (lbs) fc = 121 (psi) M = 391.0 (lb -ft) fb = 620 (psi) Axial Loading Deflection at midapan = fc /F'c = 10/12/96 0.33 < 1 O.K. Combined Axial and Bending Loads Axial "2 + Bending = Total 0.11 0.56 0.67 < 1 O.K. fc /Fce = 0.31 < 1 O.K. 0.55 (in) L/ 304 Job # 9 7o9G Sheet ea VOELKER ENGINEERING, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827-0197 FAX (206) 828 -3019 JOB IJU)r '- VTNl.L.1- Srert_ 7O9 �+ SHEET NO /, OF CALCULATED BY DATE - i s - I I CHECKED BY DATE SCALE City of Tukwila Fire Department Fire Department Review Control #M97 -0140 (512) Dear Sir: r September 26, 1997 Re: Outback Steakhouse - 16510 Southcenter Parkway The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number Yours truly, The Tukwila dire Prevention Bureau cc: TFD file ncd City of Tukwila Fire Department Local U.L. central station supervision is required. (City Ordinance #1742) 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 #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fit' Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (20(5) 575-4439 6"0 NECK THERMALLY CONTROLLED VAV DIFFUSER - THERMAFUSER-TF-HC (OR EQUAL) 1500 WATTS ELEC. CEILING HEATER (BY ELECT) TWO FFLOOR2AND COMBUSTION AIR DUCTS, CEILING UPNTO 24X12 GOOSE NECK AT ROOF WITH BIRD SCREEN. 114OOBL -601 1 8DG' BK � now-! ' •.) • To (1YP SMOOTH ,TRANS 1 HOOD. COLLARS WITH 'HOOD OW n' I I. 4}(2{ -EGGS _ B /MT DETAI II (TYP, O.3) IRv,I ARCH L • 6: ! ( i rt r" .V)= - V , te;T I I l S fi N3S 4 4 14%1fi UP (17,712 FPM) i ) 22x10 .k I oliDD ItiATE I laox12 4JP ((710F7M) C 651 On. ( 70 I . 0" -u 110138_MNEETBAIE PER MEAGER UMW. FEE area FOR EQUAL V ` II z0 • NEA 0X10 SL ( .0 1, 1_: 16YXI.., 16X'(4 --.- 1 ( I eo0u 3018 __� IL- �__ y l 32x46 UPI n -.WrPv. II ' J { — 111 Li N RO � � r 4- -16.0 I ( il. 1 e j >9, 0�1 8X36 UP ,1 Y I FD 11 41 311-ii Y'10 - 0 N. Cei % ' IV • I ■ ml • (119 OF ( l .. ) II • t i I .. 1 44, l� p TW'oR (_EE;ow I ; r ,a . TRUSSES XI f II 1 8 . E 1 ,- - 30 %18„ 04- 4- 1 o � PD = vl i 1 1.4 ' - ▪ 11 -1i Y- 3 : 1 L .. �- s ®, 1 11 166 U.L. KAM tI DAM A. LI FI i'Y If b 11 II �S �� m 50N ROOF _ -n 14X16 . 16X16 I„ 2x1 PUP.., 16X8 DN' • PIZO II ON = ROOF I' 1 ON RO \ T r - r 1 V ►a nq r_7/ u 7. 1 DUC.IWORK ON ROOF (TP. 1 z- = —, 0 p p p p 111/ ., p p 2UX,4 ,I 287(14 '1,: -_ _ R002 1 2...X14 in X14 UPL'��_ir0 '..... F FO 3 : WRN D ALA R)ELEC'L SMOKES (TYP.) 2 UPS tS N: -CD 4250„ (TOP. OF 7) 1 _ :BELOW - -- I I ON ROOF TRNCCFC ) - �TP - - - 1 20 . _ I2\ 4 ',j 2$x,4 11814 T. II - I I 1.' I _1 z E-1 = fro = 12"A --4 170 N. CO 1IY1�.Ut -00) -- nen u(glrnnln 18X14:; =-12"0 f 24X24 - EGG5 (TYP. 12 iu 24X24 -EGC5 (TIP.); 42(1 425014 1 N V-\ 28X14 UP W/ T.V. 28X14 24X24 -EGC5 (TYP.) --12'A 2 " 0' 12 "0 10 000, 50000 00 4000 4000 12"0 12"0' are 8"0 -- 12"0 170 01 u 110 6"0 N CD F FAN SEW HEATLAMP • a KEEP THIS DUCT p SHOWNIZED AS (TYP. 4 s. TERMINATE FLUE MIN. 24" ABOVE ROOF OR ANY OBSTRUCTION WITHIN OFT PER "UMC" 7��12X12�BDG' MODEL 6001WH 1 B"0 TYPE -B DBL WALL ROOF CPT O U.L. USTED TU JACK 12X8 - EGCS'� _ p S"0 N. CD 1 - (TYP or 2) 1 . - uunyl ! O -"I + 8 . 0 I 3 11 100010 IN. 5 .. _ I - A - SEE DETAIL 6"0 N. d__ _ _ 1 1 I "D /M - / 9 N CD 8\ ,—SENSOR (TSTAT IN. I MGR'S OFFICE)(TYP). FLOOR PLAN - N:v AC. A� mqitDi4o I a i f .. , 18X14 !- NOTE: SOUND LINE ALL RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM UNIT OUTLET (TYP.) 1500 ` - ' 1500 WATTS A LBW BY ELEC'L Gil DF 1U1(WILn ppPR0 \iE O 13 1997 8uIL01NG ONISION ax:s 8/10/97 I UNPUBLISHED WORK, ". ©1995 MERRICK LENTZ ARCHITECT_. MERRIC LENTZ ARC ITECT 1800 - 198th Plsoe N.B., Butte 100; Bellevue, Weehlagton 98006 208/747 -3177 FAX 208/747 -7149 Abossein Engineering PROJECT NAME SOUTHCENTER PARKWAY TUKWILA, WA DRAWING TITLE PLOOR PLAIN HvAC DATE PERMIT 5/27/4i DATE BID 5/21/4:1 DRAWN BY OW/P-1/1•1E CHECKED BY '. v,A. JOB NO. 41068 PLOT SCALE 1/4".1'-0" � REVISIONS V } " j 1 �' 2500 GALLON GREASE INTERCEPTOR SEE CML DRAGS. FOR CONTINUATION. GRAY WATER ONLY SEE CML DRAGS. FOR EXACT LOC. (TYP) WHEW SEE CML DRAGS. FOR CONTINUATION. �999 ELLMENLONTWILMIge 1) INSTALL ALL TRAP ARMS SUCH THAT THE MAWM LENGTH WILL NOT EXCEED TIE CODE REQUIREMENTS. 2) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON 514EET Y-1: 3) SEE PLUMBING FIXTURE SCHEDULE IN SPECIFICATION SECTION X15450- APPDALWX A A) HANDICAPPED WATER •7..DSET TOP OF SEAT (1T -19' AF.F.). FLUSHING ASSEMBLY SHALL BE ON THE ACCESSIBLE SIDE. 8)' HANDICAPPED URINAL RIM Ti' A.F.F. C) WASH BASIN WATER TEMPERATURE MAXIMUM -12D DEG. F (INSULATE PER NOTE I5 BELOW). 4) INSTALL CIFANOUTS PER UPC-11794-SECTION . 707 AND AS. REQUITED BY LOCAL JURISDICTIONS. 5) ALL EOPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE 'MUTATED WITH HAFL1 -LAV GUARD (OR EQURL). OFFSET P -TRAPS TO CLEAR WHEEL 010W ACCESS. 8) ALL FLOOR DRNNS WITHOUT RECEDING CONTNUOUS WATER SILL HAVE TRAP PRIIERS. PER SPECIFICATIONS 15422. 7) ALL VENTS SHALL BE RAISED UP TO MINIMUM C ABOVE THE FIXTURE FLOOD Mil PER UPC -1994- 905.3. 8) SLEEVE ALL PLUMBING PIPES THROUGH CONCRETE SLAB PER SPECIFICATION SECODN - 15080 AND UPC- 1984 - 313.1.. 9) ALL FLOOR DRAINS AND FLOOR. SINKS SHALL BE PLUGGED AND TESTED ON BOTH SIDE OF THE PLUG WHEN TESTING UNDERGROUND PIPING. 10) HOT AND COLD WATER PIPES SHALL BE INSULATED PER SPECIFICATION - SECTION- 15251 11) CARBONATED SODA DISPENSER SHALL HAVE A REDUCED PRESSURE BACIOI.OW PREVE TER WITH APPROVED PLASTIC PIPE INSTALLED DOWNSIREAMS. (NOTE' -DO NOT INSTALL COPPER PIPE ON CARBONATED SIDE OF - R.P.B.D. IN ORDER TO. PREVENT CARBONIC POISONING PER UPC -1884 -1303 MID 'AJAX.) :. rr) 4iTR�,qo - NOTE. SEE KITCHEN DRAGS. FS -1 THRU FS-5 FOR EXACT REQUIREMENTS, DIMENSIONS DETAILS, & EQUIPMENT TAGS. SEE KITCHEN (WG.'S FOR REQUIREMENTS & CONN. TO EACH PIECE OF EQUIP. & FIX. PINING AREA MEND i SECURED B WAEM.- IN CO,JLER GRAY WATER ONLY SEE CML FOR CONTINUATION. ION. (BURIED) ONLY CONNECT TO GRAY WATER DOWNSTREAM OF GREASE INTERCEPTOR. SEE CML DWGS. FOR (SEE CML OWGS.) Y - CONTINUATION. PECMANICAL ' m I" BLACK WATER ONLY DEFINITIONS: GRAY WATER PIPING = GREASY WASTE PASSING THROUGH GREASE INTERCEPTOR BLACK WATER PIPING = REGULAR. WASTE WITH TOILET FIXTURES (WATER CLOSETS) NOT ALLOWED TO GO THROUGH THE GREASE INTERCEPTOR. ISLAND — lRENTlEr' COMBINATION . WASTE/VENT - - OF 4 ) PIPING. RERI ° UPC- APPENDIX -D" ...__- DINING AREA WASTE/VENT COMB. PIPING FOR BAR REQUIRES AUTHORITY HAVING JRSD.'S APPROVAL. Y VENT tee ABV - FLR. RUN INSIDE BAR WALL. (VERIFY W/ ARCH.) PLAN PLUM5FNG (UND ;ZaROIIND) CU6TN7M&R WAITING ARM E ECTRCA_ I _ DATE PERMIT 5/21/91 DATE BID 5/2 -I /97. DRAWN BY 61 CHECKED BY U fU 8/10/97 UNPUBUSHED WORK ' 01995 MERRICK LENTZ ARCHITECT: T E F R.RIICK ARC ITECT 1800 - 198th Place N.6.,. Slat, 100 Bellevue, WeepLr�tcD 98006 208/747 -9177 FAX "20e/747 -7148 Abossein Engineering IEDARDE - =9/L FIE NW TIOIt _MST' 1239 12191I: ANT. N E Sufis W B E Belem , c. . (256)' -9441 I' FAIL 482-9451 PROJECT NAME SOUTHCENTER PARKWAY WA DRAWING TITLE PLOOR PL4N PLUMBING (UNDERGROUND) LEGEND S10,,,,L. 1EV S]MBW. DES C COLD WATER Pi PWMBNG PICTURE /I Q HOT , . WATER PIPE OO PLAN NOTE IT O WASTE /SOIL PIPE IRAN - —E— WATER NOR. I1 FILTERED WATER O VENT PIPE —Lay— POST FILTERED WATER - -- COLD MATER © GAS PIPE ----- HOT WATER 0.5 1/2' PIPE SIZE -- - -- HOT WATER RETUIRN 0:75 3/4 PIPE SIZE WASTE (UNDRORND) 1.20 1' PIPE SIZE 1 -1/4' PIPE SIZE WASTE (ASV. GRID) 1.0 1 -1 /0 PIPE SIZE __DI -- CONDENSATE Y 2.0 Y PIPE SIZE 2 -1 /2" PIPE SIZE VENT 3' 0 PIPE SIZE —E— GAS 0 . PIPE SIZE —1:71—. GATE VALVE 5 0- 0- S. PIPE S1ZE PIPE ELBOW UP PIPE ELBOW DOWN E ORB FLOOR DRAIN FUNNEL FLOOR DRAIN 0 PIPE TEE UP ® FLOOR SINK 9 PIPE TEE DOWN 2500 GALLON GREASE INTERCEPTOR SEE CML DRAGS. FOR CONTINUATION. GRAY WATER ONLY SEE CML DRAGS. FOR EXACT LOC. (TYP) WHEW SEE CML DRAGS. FOR CONTINUATION. �999 ELLMENLONTWILMIge 1) INSTALL ALL TRAP ARMS SUCH THAT THE MAWM LENGTH WILL NOT EXCEED TIE CODE REQUIREMENTS. 2) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON 514EET Y-1: 3) SEE PLUMBING FIXTURE SCHEDULE IN SPECIFICATION SECTION X15450- APPDALWX A A) HANDICAPPED WATER •7..DSET TOP OF SEAT (1T -19' AF.F.). FLUSHING ASSEMBLY SHALL BE ON THE ACCESSIBLE SIDE. 8)' HANDICAPPED URINAL RIM Ti' A.F.F. C) WASH BASIN WATER TEMPERATURE MAXIMUM -12D DEG. F (INSULATE PER NOTE I5 BELOW). 4) INSTALL CIFANOUTS PER UPC-11794-SECTION . 707 AND AS. REQUITED BY LOCAL JURISDICTIONS. 5) ALL EOPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE 'MUTATED WITH HAFL1 -LAV GUARD (OR EQURL). OFFSET P -TRAPS TO CLEAR WHEEL 010W ACCESS. 8) ALL FLOOR DRNNS WITHOUT RECEDING CONTNUOUS WATER SILL HAVE TRAP PRIIERS. PER SPECIFICATIONS 15422. 7) ALL VENTS SHALL BE RAISED UP TO MINIMUM C ABOVE THE FIXTURE FLOOD Mil PER UPC -1994- 905.3. 8) SLEEVE ALL PLUMBING PIPES THROUGH CONCRETE SLAB PER SPECIFICATION SECODN - 15080 AND UPC- 1984 - 313.1.. 9) ALL FLOOR DRAINS AND FLOOR. SINKS SHALL BE PLUGGED AND TESTED ON BOTH SIDE OF THE PLUG WHEN TESTING UNDERGROUND PIPING. 10) HOT AND COLD WATER PIPES SHALL BE INSULATED PER SPECIFICATION - SECTION- 15251 11) CARBONATED SODA DISPENSER SHALL HAVE A REDUCED PRESSURE BACIOI.OW PREVE TER WITH APPROVED PLASTIC PIPE INSTALLED DOWNSIREAMS. (NOTE' -DO NOT INSTALL COPPER PIPE ON CARBONATED SIDE OF - R.P.B.D. IN ORDER TO. PREVENT CARBONIC POISONING PER UPC -1884 -1303 MID 'AJAX.) :. rr) 4iTR�,qo - NOTE. SEE KITCHEN DRAGS. FS -1 THRU FS-5 FOR EXACT REQUIREMENTS, DIMENSIONS DETAILS, & EQUIPMENT TAGS. SEE KITCHEN (WG.'S FOR REQUIREMENTS & CONN. TO EACH PIECE OF EQUIP. & FIX. PINING AREA MEND i SECURED B WAEM.- IN CO,JLER GRAY WATER ONLY SEE CML FOR CONTINUATION. ION. (BURIED) ONLY CONNECT TO GRAY WATER DOWNSTREAM OF GREASE INTERCEPTOR. SEE CML DWGS. FOR (SEE CML OWGS.) Y - CONTINUATION. PECMANICAL ' m I" BLACK WATER ONLY DEFINITIONS: GRAY WATER PIPING = GREASY WASTE PASSING THROUGH GREASE INTERCEPTOR BLACK WATER PIPING = REGULAR. WASTE WITH TOILET FIXTURES (WATER CLOSETS) NOT ALLOWED TO GO THROUGH THE GREASE INTERCEPTOR. ISLAND — lRENTlEr' COMBINATION . WASTE/VENT - - OF 4 ) PIPING. RERI ° UPC- APPENDIX -D" ...__- DINING AREA WASTE/VENT COMB. PIPING FOR BAR REQUIRES AUTHORITY HAVING JRSD.'S APPROVAL. Y VENT tee ABV - FLR. RUN INSIDE BAR WALL. (VERIFY W/ ARCH.) PLAN PLUM5FNG (UND ;ZaROIIND) CU6TN7M&R WAITING ARM E ECTRCA_ I _ DATE PERMIT 5/21/91 DATE BID 5/2 -I /97. DRAWN BY 61 CHECKED BY U fU 8/10/97 UNPUBUSHED WORK ' 01995 MERRICK LENTZ ARCHITECT: T E F R.RIICK ARC ITECT 1800 - 198th Place N.6.,. Slat, 100 Bellevue, WeepLr�tcD 98006 208/747 -9177 FAX "20e/747 -7148 Abossein Engineering IEDARDE - =9/L FIE NW TIOIt _MST' 1239 12191I: ANT. N E Sufis W B E Belem , c. . (256)' -9441 I' FAIL 482-9451 PROJECT NAME SOUTHCENTER PARKWAY WA DRAWING TITLE PLOOR PL4N PLUMBING (UNDERGROUND) LEGEND .!! a�) ( &£� \f\ RR| » ƒ([kK lR&� bg 1101¢00 \ Iqw 11'''"9H � �! ƒ. |ƒ1 | oew{Li \// NOTE: CONTRACTOR'S OPTION TO USE 2 PVC (DROP TO 1.5 PSIG) GAS WITH VENTED REGULATORS R UPC-TABLE-12-4 SUBJECT TO i APPROVAL SUBMIT PIPE ROUTING, LENGTH. AND REGULATOR VS FOR ENGINEER'S REVIEW AND APPROVAL PRIOR TO CONST. namminammicana 1) INSTALL ALL TRAP ARMS SUCH THAT THE MAXMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. 2) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET 11-1. 3) SEE PLUMBING FIXTURE SCHEDULE IN SPECIFICATION SECTION 15450 - APPENDIX "It. A) HANDICAPPED WATER CLOSET TOP OF SEAT (1T -10 AF.F.). RUSHING ASSEMBLY SHALL '. BE ON THE ACCESSIBLE SIDE. B) HANDICAPPED URINAL. RIM IT A.F.F. C)'. WASH BASIN WATER TEMPERATURE MAXIMUM -120: DEG. F. (INSULATE PER NOTE }5 4) INSTALL CLEANDUTS PER UPC-1994-SECTION 707 AND AS REQUIRED BY LOCAL JURISDICTIONS 5) ALL EXPOSED PIPING FOR WNDICAPPED FIXTURES SHALL BE INSULATED WITH HANLX-LAY' GUARD EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAR ACCESS. 6) ALL FLOOR DRAMS WITHOUT RECEDING CONTINUOUS WATER SHALL. HAVE TRAP PROBERS PER SPECIFICATIONS 15422. 7) ALL VENTS SHALL BE RASED UP TO MINIMUM 6' ABOVE THE FIXTURE FLOOD RIM PER UPC- 1994 - 905.3. 6) SLEEVE ALL PLUMBING PIPES THROUGH CONCRETE SLAB PER SPECIFICATION SECTION -15060 AND UPC -1994- 3111. 9) ALL FLOOR DRAINS AND FLOOR 51NKS. SHALL BE PLUGGED AND TESTED ON BOTH SIDE OF THE PLUG WHEN TESTING UNDERGROUND PIPING. 10) HOT AND COLD WATER PIPES SHALL BE INSULATED PER SPECIFICATION - SECTION- 15250. 11) CARBONATED SODA DISPENSER SHALL HAVE A REDUCED PRESSURE BUCKFLOW PRESENTER HUH APPROVED PLASTIC PIPE INSTALLED DUWNSIRENAS. (NOTE -DO NOT INSTALL COPPER PIPE ON CARBONATED : SIDE OF'R.P.B.D.' IN ORDER TO PREVENT CARBONIC POISONING PER UPC- 1994 -603 AND 'AWWA rn qi-c4o GAS LOAD (BUYS) COOKUNE GDF -1 AC -1 AC -2 AC -3 AC -4 WH -1 TOTAL 1 132.000 . 100.000 160.000 . 160.000 160.000 200.000 399.000 2.411.000 3/4 CONDENSATE TO FLOOR SINK. !MEM (BURIED) 10.5 Y- = , ( • I I I )3° O IL I I fi.25•• I U T AU G 2 1 ry'r AL & AUTO T (: BELOW 'CLG. IN ' r 'ACCESSIBLE LOC 1514140 BURLED VENTED SEE KITCHEN DWG.'S FOR REQUIREMENTS & CONN. TO EACH PIECE. OF EQUIP. & FIX. (TYP.) SECURED Emffica _ PRESS. GAUGE ';PRESS. REDUCING VA (PRY) STRAINER - - PAY FOR & COORD. WITH CAS CO. FOR A NEW GAS METER & SERVICE. HON BLDG. SHUT - OFF ON TO GREASE INTERCEPTOR - -0 ■ Eumgm ELECTRICAL 140E HW TO ELECTRIC BOOSTER HEATER. SEE DETAIL "A/M-7" 1- 1 /4HW &CW DN TO WATER HEATER SYMMONS- TEMPCONTROL (OR EQUAL) PRE =SURE BALANCED MIX. VA. DINING AREA I '! ) I ' I iI w I L ON ROOF j i F I ! ! IAC -21 I I ON ROOF. ISLAND ( 1 , I L. NOTE: SEE KITCHEN. DWGS. FS -1. THRU FS -7 FOR EXACT REQUIREMENTS, DIMENSIONS,: DETAILS, ETC. =J ISLAN4 VENTED PER - 1DCAL- JRSD - (TP) - - PINING AREA ) THIS PIPING MAY BE RUN AT HET AE.F. INSIDE BAR WALLS & CABINETq.(000RD. W /ARCH.) ji SEE DELI-AIL 1 . LI t A -1 - T FILL/ 1. FOR ° �;; f.1AU ' FILL , , 11 GRAN.. rIPING. - _ ( 1AC -31 I I ! ON ROOF I I FLOOR PI-AN _ F 1NO (ABOVE GROUND) BCALE• I4 • I' - OF CU6TOPIR WAITING ARM NOTE: SEE KITCHEN FANGS. FS -1 THRU FS -7 FOR EQUIPMENT TAGS & SCHEDULES. Vl6TIDU611 OUTBACK CK ST EA; KHOUSE• Icw®as 8/10/97 I UNPUBLISHED WORK ®1995 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 138th Place N,B.,. Suite X100 Bellevue, MuWWnnaattoon 98006 208/747 -3177 I FAX 208/747-7140 Abossein Engineering RB P - BitIVE Ra FA I81BL -BBIX! .1239 12011i BNATIF, Wa. 9 8005 i 206) 482 -9441 A W1 482 9481 FF« PROJECT NAME SOUTHCENTER PARKWA TUKWILA, WA DRAWING TITLE FLOOR PLAN PLUMBING (ABOVE GRID.) DATE PERMIT 5/2T/.11 DATE BID 5 /2T / DRAWN BY 6W/CIJ ME` '.'. CHECKED BY V.A. JOB NO. 9T068 PLOT SCALE REVISIONS EF_5 1 IEF - 61 ROOF JACK TRU DN INSIDE I CURB AND TRUSSES) TRUSSES (VERIFY S) ROOF -S) - SEE DETAIL ° B /M- Y(TYP. OF 3) DUCT DN.. MAKE TRANSRIQQN AND VERIFY CLEARANCE BETWEEN DU ,AND SHAFT TO MAINTAIN MIN. 3 AIR SPACE CLEAR AT AVAILABLE 'SPACE BETWEEN ROOF TRUSSES. .(COORDINATE. WITH STRUC'L AND AT SIZE) VTR 18X18 DN INSIDE EXISTING TRUSSES (VERIFY WITH ROOF CURB. AND TRUSSES) WATERPROOF ROOF. PENETRATIONS WITH. ROOF CURB, FLASHING, AND,COUNTER FLASHING (TYP.) 16X16! DN INSIDE EXISTING TRUSSES (VERIFY F/lTH ROOF'\11 -21 CURB. AND TRUSSES) COORDINATE WITH. STRUCTURAL FOR ROOF PENETRATIONS /THROUGH TRUSSES (TYP.) 20X12 ,DN INSIDE EXISTING TRUSSES (VERIFY WITH'. ROOF CURB AND TRUSSES) TWO - 12512 GOOSENECK WITH BIRDSCREEN TWO 12X12 COMBUSTION AIR DUCTS DN IEF -7i ROOF JACK 03VIR m INSTALL ON WATERTIGHT . ROOF SUPPORTS (IW.) IEF -4 1 SEE DETAIL ° D /M -r OO 3 .12512 ON INSIDE EXISTING TRUSSES (VERIFY WITH ROOF CURB AND TRUSSES) 8 TYPE -B DBL WALL FLUE WITH U.L. LISTED ROOF CAP SOUNDUNE WITH MIN. R -7 OR INSULATE WITH WEATHER PROOF COVER. MOTORIZED DAMPER INTERLOCKED WITH ° MAU -1 SEE DETAIL ° G /M -Y INSTALL ON SPRING LOADED VIBRATION ISOLATORS (WITH SEISMIC PROOF)(MASON OR EQUAL) LAC -3i ROO: P1-0N SCALE: 4 • P-0' - VTR" MIN. 10' AWAY FROM OSA INTAKES ( TYP.) UNPUBLISHED WORK ®1995 MERRICK LENTZ. ARCHITEC MERRIC LENTZ ARC ITEC 1800 - 188th Place N.B., Fhilte.' 100 Bellevue, Washington 08006 208/747 - 3177 FAX - 208/747 -7140' Abossein Engineering PROJECT NAME SOUTHCENTER PARKWA TUKWILA, WA " '? DRAWING TITLE ROOF PLAN DATE PERMIT, DATE BID DRAWN BY CHECKED BY JOB NO. PLOT SCALE "" REVISIONS • '. RECEIVEC (OF 7 CITY OF TUKWaq IuwTas 8/10/97. I SEPi 1997 71. CASE INTERCEPTOR (Per UPC - Appendlx -H) ■■ I ■ ■ ■.� s�j MULTIPLIERS 1) MEALS SERVED AT PEAK HOUR TR - 150 GROUT BOTH SIDES - / PRECAST BAFFLE 4 THK -- �. U g 1 2) WASTE FLOW RATE, 1 I I I I 1 U A) WITH DISHWASHING MACHINE 6 GALLON FLOW 6 B) WITHOUT DISHWASHING MACHINE 5 GALLON FLOW C) SINGLE SERVICE: KITCHEN 2 GALLON FLOW D) FOOD WASTE DISPOSER 1 GALLON FLOW 3) RETENNON TIMES: COMMERCIAL KITCHEN ':WASTE I DISHWASHER 2.5 HOURS 2.5 SINGLE SERVICE KITCHEN'. SINGLE SERVING 1.5 HOURS 4) STORAGE FACTORS: FULLY EQUIPPED COMMERCIAL KITCHEN 8 HOUR OPERATION: 1 1 16 HOUR OPERATION: 2 24 HOUR OPERATION: 3 SINGLE SERVICE KITCHEN (DISPOS. PLATES & UTENSILS) S.F. =1.5 NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CALCULATED PER PEAK. HOUR X RATE X TIME X FACTOR = TOTAL GALLONS (1) (2) (3) (4) _ 2250 PROPOSED! GREASE INTERCEPTOR TO. BE INSTALLED:: MANUFACTURER =': UTILITY VAULT MODEL =', 612 -GA -2500 TOTAL GALLONS= 2500 GREASE INTERCEPTOR GENERAL NOTES 1. GREASE INTERCEPTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL THE LOCAL CODES AND THE CONDITIONS OF THE APPROVED DESIGN. 2. THE INTERCEPTORS SHALL BE INSTALLED ON LEVEL UNDISTURBED SOIL WITH A TOTAL LOAD BEARING'. CAPACITY OF A MINIMUM OF 2000 LB /SQ.FT. THE INTERCEPTORS SHALL BE SET ON A LAYER OF PEA GRAVEL 12" MINIMUM IN THICKNESS. 3. CARE SHALL BE TAKEN NOT TO DROP THE INTERCEPTOR INTO THE HOLE AND NOT TO OTHERWISE DAMAGE THE INTERCEPTOR DURING BACKFILL 4. THE WYE F071NG ON THE INLET SIDE OF THE INTERCEPTOR SHALL BE LEVEL AND BEDDED ON A LAYER OF PEA GRAVEL 12" IN DEPTH OVER COMPACTED SOIL. (WHERE WYE FTG. IS REQUIRED TO BE INSTALLED BY LOCAL JURISDICTION). 5. EACH GREASE INTERCEPTOR SHALL BE SO INSTALLED AND. CONNECTED THAT IT SHALL BE EASILY ACCESSIBLE FOR INSPECTION, CLEANING AND REMOVAL AT ALL TIMES. INTERCEPTORS SHALL BE PLACED AS CLOSE AS PRACTICAL TO THE FIXTURES SERVED. MANHOLE COVERS SHALL BE GAS TIGHT IN CONSTRUCTION AND HAVE A MINIMUM OPENING OF 24" IN DIAMETER. 6. NOTIFY THE ENGINEER IN ORDER TO INSPECT THE INTERCEPTOR PRIOR TO BACKFILL AND TO ASSURE THAT THE INLET WYE IS INSTALLED IN ACCORDANCE WITH #4 ABOVE. 7. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN ORDER TO PROVIDE THE UTILITIES DEPARTMENT WITH A LETTER OF INSPECTION CERTIFYING THAT THE INSTALLATION WAS PERFORMED IN ACCORDANCE WITH ALL REGULATIONS AND THE APPROVED PLANS! 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATION OF THE INTERCEPTOR AND FOR CONNECTION OF ALL SEWER ONES, VENTS, AND FIXTURES.. 9. VENTING FOR GREASE INTERCEPTOR SHALL BE IN ACCORDANCE WITH CHAPTERS 4,5 & 7 OF THE UNIFORM PLUMBING CODE AS ADOPTED BY THE LOCAL AUTHORITIES: 10: THE SEWER UNES AND, GREASE INTERCEPTOR. SHALL REMAIN UNDER THE OWNERSHIP OF THE PROPERTY OWNER WHOM SHALL BE RESPONSIBLE FOR THEIR OPERATION & MAINTENANCE 11 GREASE INTERCEPTOR SHALL COMPLY. WITH HS -20 LOADING STANDRADS. 12. ALL BUILDING SEWER INSTALLATION MUST COMPLY WITH THE LOCAL UTILITIES AND SEWER /WATER DISTRICT REGULATIONS. (VERIFY MAX. mg /liter WITH LOCAL JURISD.) 13. EFFLUENT.. FROM GREASE INTERCEPTOR SHALL NOT EXCEED 100mg /liter FAT, OIL & GREASE DISCHARGED TO THE SANITARY SEWER. 14. PLUMBING /PIPING SHALL BE CONSTRUCTED TO ESTABLISH "PARALLEL FLOW' (90' TO THE TANK BAFFLE) THROUGH THE GREASE INTERCEPTOR. NO RADIUS, BEND OR ELBOW SHALL BE ALLOWED IN THE INLET PIPE FOR A. MINIMUM OF 10 FEET OR 20 PIPE DIA., WHICHEVER IS GREATER, UPSTREAM OF THE INTERCEPTOR. 15. A BALLCENTRIC VALVE SHALL'. BE LOCATED IN THE DISCHARGE PIPING, A MAX. OF 10 FEET. FROM THE GREASE INTERCEPTOR. THIS VALVE SHALL BE CLOSED WHEN. CLEANING OR SERVICING THE DEVICE. A "TEE" CONNECTION SHALL BE INSTALLED IN THE DISCHRGE PIPING TO PROVIDE FOR SAMPLE COLLECTION. 16. FINAL INSPECTION IS REQUIRED BY THE CITY ENGINEER OR HIS REPRESANTATIVE PRIOR TO CONNECTION TO THE SANITARY SEWER. 17. A SERVICE MAINTENANCE RECORD SHALL BE KEPT ON THE PREMISES AT ALL TIMES AND SHALL BE IMMEDIATELY AVAILABLE TO THE CITY ENGINEER OR HIS REP. UPON REQUEST. 18. THE PROPERTY OWNER SHALL REPORT IMMEDIATELY TO THE CITY ENGINEER OR HIS REPRESANTATIVE, ANY SPIL, SURCHARGE, BYPASS OR MECHANICAL FAULT OR FAILURE WHICH INTERRUPTS OR OTHERWISE REDUCES THE CAPACITY OR REMOVAL EFFICIENCY OF THE GREASE INTERCEPTOR. c1 VENT PIPES INLET GROUT ALL ARNO BOTH SIDES 8'-5 MiGTION -"A• 2ROOKLOITMIC 2 {. LOCKING FRAME & COVER AR & GAS TIGHT 3 PLCS CREASE FRERCEPTOR DETAE_ (mufr YART- 512-54-1500 OR SOP.) NOTES: P1 AN VIEW TOP OMR NOT SHOWN FOR OWNS" 0 SLOT BOTH SIDES CONCRETE: TE: 28 A A16 PRESSIYE STRENGTH PC " 4500 PSI 2) C 3) MESH: ASIA A-T85 GRADE AS 4) MESON: ACT- 31B -83 BUILDING CODE AURA. C -851 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE RUN' STRUCTURES" 5). LOADS H -20' TRUCK WHEEL W/ 305 IMPACT PER PASHTO e) RU- W/ CLEAN WATER PRIOR TO START UP OF. 51O1IA 7) CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SWPUNG TEES 8) GRAY WATER ONLY. BLACK WATER SHIN.. BE CARRIED BY SEPARATE SIDE SEWER. UNPUBUSHED WORK (01995 MERRICK LENTZ ARCHIIEE a 0 A SEPARATE PERMIT AND APPROVAL REQUIRED ILA oolgrem 8/10/97 MERRIC LENTZ ARC ITEC 1800 - 138th Place N,E., Suite 100 Bellevue, Washington 08005 208/747 -3177 PAX 208/747 - 7149 Abossein Engineering WCIWK L - BN@RIO1 IR I80RL7101- . 8197 , 1130 BAWIe. W0. 90005.:. 4208) 462- 9441 AX) 482 -9451 PROJECT NAME SOUTHCENTER PARKWAY TUKWILA, WA DRAWING TITLE SITE PLAN DATE PERMIT DATE BID DRAWN BY CHECKED, BY JOB NO. 47068 PLOT SCALE 1 /4 REVISIONS ■■ I ■ ■ ■.� s�j I r A TR - -...v...---7 GROUT BOTH SIDES - / PRECAST BAFFLE 4 THK -- �. U g 1 1 11 PRECAST BAFFLE 4 ROC 1I ELBOW / 1 J 1 I I I I 1 U i„ b P GREASE INTERCEPTOR GENERAL NOTES 1. GREASE INTERCEPTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL THE LOCAL CODES AND THE CONDITIONS OF THE APPROVED DESIGN. 2. THE INTERCEPTORS SHALL BE INSTALLED ON LEVEL UNDISTURBED SOIL WITH A TOTAL LOAD BEARING'. CAPACITY OF A MINIMUM OF 2000 LB /SQ.FT. THE INTERCEPTORS SHALL BE SET ON A LAYER OF PEA GRAVEL 12" MINIMUM IN THICKNESS. 3. CARE SHALL BE TAKEN NOT TO DROP THE INTERCEPTOR INTO THE HOLE AND NOT TO OTHERWISE DAMAGE THE INTERCEPTOR DURING BACKFILL 4. THE WYE F071NG ON THE INLET SIDE OF THE INTERCEPTOR SHALL BE LEVEL AND BEDDED ON A LAYER OF PEA GRAVEL 12" IN DEPTH OVER COMPACTED SOIL. (WHERE WYE FTG. IS REQUIRED TO BE INSTALLED BY LOCAL JURISDICTION). 5. EACH GREASE INTERCEPTOR SHALL BE SO INSTALLED AND. CONNECTED THAT IT SHALL BE EASILY ACCESSIBLE FOR INSPECTION, CLEANING AND REMOVAL AT ALL TIMES. INTERCEPTORS SHALL BE PLACED AS CLOSE AS PRACTICAL TO THE FIXTURES SERVED. MANHOLE COVERS SHALL BE GAS TIGHT IN CONSTRUCTION AND HAVE A MINIMUM OPENING OF 24" IN DIAMETER. 6. NOTIFY THE ENGINEER IN ORDER TO INSPECT THE INTERCEPTOR PRIOR TO BACKFILL AND TO ASSURE THAT THE INLET WYE IS INSTALLED IN ACCORDANCE WITH #4 ABOVE. 7. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN ORDER TO PROVIDE THE UTILITIES DEPARTMENT WITH A LETTER OF INSPECTION CERTIFYING THAT THE INSTALLATION WAS PERFORMED IN ACCORDANCE WITH ALL REGULATIONS AND THE APPROVED PLANS! 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATION OF THE INTERCEPTOR AND FOR CONNECTION OF ALL SEWER ONES, VENTS, AND FIXTURES.. 9. VENTING FOR GREASE INTERCEPTOR SHALL BE IN ACCORDANCE WITH CHAPTERS 4,5 & 7 OF THE UNIFORM PLUMBING CODE AS ADOPTED BY THE LOCAL AUTHORITIES: 10: THE SEWER UNES AND, GREASE INTERCEPTOR. SHALL REMAIN UNDER THE OWNERSHIP OF THE PROPERTY OWNER WHOM SHALL BE RESPONSIBLE FOR THEIR OPERATION & MAINTENANCE 11 GREASE INTERCEPTOR SHALL COMPLY. WITH HS -20 LOADING STANDRADS. 12. ALL BUILDING SEWER INSTALLATION MUST COMPLY WITH THE LOCAL UTILITIES AND SEWER /WATER DISTRICT REGULATIONS. (VERIFY MAX. mg /liter WITH LOCAL JURISD.) 13. EFFLUENT.. FROM GREASE INTERCEPTOR SHALL NOT EXCEED 100mg /liter FAT, OIL & GREASE DISCHARGED TO THE SANITARY SEWER. 14. PLUMBING /PIPING SHALL BE CONSTRUCTED TO ESTABLISH "PARALLEL FLOW' (90' TO THE TANK BAFFLE) THROUGH THE GREASE INTERCEPTOR. NO RADIUS, BEND OR ELBOW SHALL BE ALLOWED IN THE INLET PIPE FOR A. MINIMUM OF 10 FEET OR 20 PIPE DIA., WHICHEVER IS GREATER, UPSTREAM OF THE INTERCEPTOR. 15. A BALLCENTRIC VALVE SHALL'. BE LOCATED IN THE DISCHARGE PIPING, A MAX. OF 10 FEET. FROM THE GREASE INTERCEPTOR. THIS VALVE SHALL BE CLOSED WHEN. CLEANING OR SERVICING THE DEVICE. A "TEE" CONNECTION SHALL BE INSTALLED IN THE DISCHRGE PIPING TO PROVIDE FOR SAMPLE COLLECTION. 16. FINAL INSPECTION IS REQUIRED BY THE CITY ENGINEER OR HIS REPRESANTATIVE PRIOR TO CONNECTION TO THE SANITARY SEWER. 17. A SERVICE MAINTENANCE RECORD SHALL BE KEPT ON THE PREMISES AT ALL TIMES AND SHALL BE IMMEDIATELY AVAILABLE TO THE CITY ENGINEER OR HIS REP. UPON REQUEST. 18. THE PROPERTY OWNER SHALL REPORT IMMEDIATELY TO THE CITY ENGINEER OR HIS REPRESANTATIVE, ANY SPIL, SURCHARGE, BYPASS OR MECHANICAL FAULT OR FAILURE WHICH INTERRUPTS OR OTHERWISE REDUCES THE CAPACITY OR REMOVAL EFFICIENCY OF THE GREASE INTERCEPTOR. c1 VENT PIPES INLET GROUT ALL ARNO BOTH SIDES 8'-5 MiGTION -"A• 2ROOKLOITMIC 2 {. LOCKING FRAME & COVER AR & GAS TIGHT 3 PLCS CREASE FRERCEPTOR DETAE_ (mufr YART- 512-54-1500 OR SOP.) NOTES: P1 AN VIEW TOP OMR NOT SHOWN FOR OWNS" 0 SLOT BOTH SIDES CONCRETE: TE: 28 A A16 PRESSIYE STRENGTH PC " 4500 PSI 2) C 3) MESH: ASIA A-T85 GRADE AS 4) MESON: ACT- 31B -83 BUILDING CODE AURA. C -851 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE RUN' STRUCTURES" 5). LOADS H -20' TRUCK WHEEL W/ 305 IMPACT PER PASHTO e) RU- W/ CLEAN WATER PRIOR TO START UP OF. 51O1IA 7) CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SWPUNG TEES 8) GRAY WATER ONLY. BLACK WATER SHIN.. BE CARRIED BY SEPARATE SIDE SEWER. UNPUBUSHED WORK (01995 MERRICK LENTZ ARCHIIEE a 0 A SEPARATE PERMIT AND APPROVAL REQUIRED ILA oolgrem 8/10/97 MERRIC LENTZ ARC ITEC 1800 - 138th Place N,E., Suite 100 Bellevue, Washington 08005 208/747 -3177 PAX 208/747 - 7149 Abossein Engineering WCIWK L - BN@RIO1 IR I80RL7101- . 8197 , 1130 BAWIe. W0. 90005.:. 4208) 462- 9441 AX) 482 -9451 PROJECT NAME SOUTHCENTER PARKWAY TUKWILA, WA DRAWING TITLE SITE PLAN DATE PERMIT DATE BID DRAWN BY CHECKED, BY JOB NO. 47068 PLOT SCALE 1 /4 REVISIONS CLEAR ACCESS OPNGS r A 7 - - \ GROUT BOTH SIDES - / PRECAST BAFFLE 4 THK -- �. GREASE INTERCEPTOR GENERAL NOTES 1. GREASE INTERCEPTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL THE LOCAL CODES AND THE CONDITIONS OF THE APPROVED DESIGN. 2. THE INTERCEPTORS SHALL BE INSTALLED ON LEVEL UNDISTURBED SOIL WITH A TOTAL LOAD BEARING'. CAPACITY OF A MINIMUM OF 2000 LB /SQ.FT. THE INTERCEPTORS SHALL BE SET ON A LAYER OF PEA GRAVEL 12" MINIMUM IN THICKNESS. 3. CARE SHALL BE TAKEN NOT TO DROP THE INTERCEPTOR INTO THE HOLE AND NOT TO OTHERWISE DAMAGE THE INTERCEPTOR DURING BACKFILL 4. THE WYE F071NG ON THE INLET SIDE OF THE INTERCEPTOR SHALL BE LEVEL AND BEDDED ON A LAYER OF PEA GRAVEL 12" IN DEPTH OVER COMPACTED SOIL. (WHERE WYE FTG. IS REQUIRED TO BE INSTALLED BY LOCAL JURISDICTION). 5. EACH GREASE INTERCEPTOR SHALL BE SO INSTALLED AND. CONNECTED THAT IT SHALL BE EASILY ACCESSIBLE FOR INSPECTION, CLEANING AND REMOVAL AT ALL TIMES. INTERCEPTORS SHALL BE PLACED AS CLOSE AS PRACTICAL TO THE FIXTURES SERVED. MANHOLE COVERS SHALL BE GAS TIGHT IN CONSTRUCTION AND HAVE A MINIMUM OPENING OF 24" IN DIAMETER. 6. NOTIFY THE ENGINEER IN ORDER TO INSPECT THE INTERCEPTOR PRIOR TO BACKFILL AND TO ASSURE THAT THE INLET WYE IS INSTALLED IN ACCORDANCE WITH #4 ABOVE. 7. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN ORDER TO PROVIDE THE UTILITIES DEPARTMENT WITH A LETTER OF INSPECTION CERTIFYING THAT THE INSTALLATION WAS PERFORMED IN ACCORDANCE WITH ALL REGULATIONS AND THE APPROVED PLANS! 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATION OF THE INTERCEPTOR AND FOR CONNECTION OF ALL SEWER ONES, VENTS, AND FIXTURES.. 9. VENTING FOR GREASE INTERCEPTOR SHALL BE IN ACCORDANCE WITH CHAPTERS 4,5 & 7 OF THE UNIFORM PLUMBING CODE AS ADOPTED BY THE LOCAL AUTHORITIES: 10: THE SEWER UNES AND, GREASE INTERCEPTOR. SHALL REMAIN UNDER THE OWNERSHIP OF THE PROPERTY OWNER WHOM SHALL BE RESPONSIBLE FOR THEIR OPERATION & MAINTENANCE 11 GREASE INTERCEPTOR SHALL COMPLY. WITH HS -20 LOADING STANDRADS. 12. ALL BUILDING SEWER INSTALLATION MUST COMPLY WITH THE LOCAL UTILITIES AND SEWER /WATER DISTRICT REGULATIONS. (VERIFY MAX. mg /liter WITH LOCAL JURISD.) 13. EFFLUENT.. FROM GREASE INTERCEPTOR SHALL NOT EXCEED 100mg /liter FAT, OIL & GREASE DISCHARGED TO THE SANITARY SEWER. 14. PLUMBING /PIPING SHALL BE CONSTRUCTED TO ESTABLISH "PARALLEL FLOW' (90' TO THE TANK BAFFLE) THROUGH THE GREASE INTERCEPTOR. NO RADIUS, BEND OR ELBOW SHALL BE ALLOWED IN THE INLET PIPE FOR A. MINIMUM OF 10 FEET OR 20 PIPE DIA., WHICHEVER IS GREATER, UPSTREAM OF THE INTERCEPTOR. 15. A BALLCENTRIC VALVE SHALL'. BE LOCATED IN THE DISCHARGE PIPING, A MAX. OF 10 FEET. FROM THE GREASE INTERCEPTOR. THIS VALVE SHALL BE CLOSED WHEN. CLEANING OR SERVICING THE DEVICE. A "TEE" CONNECTION SHALL BE INSTALLED IN THE DISCHRGE PIPING TO PROVIDE FOR SAMPLE COLLECTION. 16. FINAL INSPECTION IS REQUIRED BY THE CITY ENGINEER OR HIS REPRESANTATIVE PRIOR TO CONNECTION TO THE SANITARY SEWER. 17. A SERVICE MAINTENANCE RECORD SHALL BE KEPT ON THE PREMISES AT ALL TIMES AND SHALL BE IMMEDIATELY AVAILABLE TO THE CITY ENGINEER OR HIS REP. UPON REQUEST. 18. THE PROPERTY OWNER SHALL REPORT IMMEDIATELY TO THE CITY ENGINEER OR HIS REPRESANTATIVE, ANY SPIL, SURCHARGE, BYPASS OR MECHANICAL FAULT OR FAILURE WHICH INTERRUPTS OR OTHERWISE REDUCES THE CAPACITY OR REMOVAL EFFICIENCY OF THE GREASE INTERCEPTOR. c1 VENT PIPES INLET GROUT ALL ARNO BOTH SIDES 8'-5 MiGTION -"A• 2ROOKLOITMIC 2 {. LOCKING FRAME & COVER AR & GAS TIGHT 3 PLCS CREASE FRERCEPTOR DETAE_ (mufr YART- 512-54-1500 OR SOP.) NOTES: P1 AN VIEW TOP OMR NOT SHOWN FOR OWNS" 0 SLOT BOTH SIDES CONCRETE: TE: 28 A A16 PRESSIYE STRENGTH PC " 4500 PSI 2) C 3) MESH: ASIA A-T85 GRADE AS 4) MESON: ACT- 31B -83 BUILDING CODE AURA. C -851 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE RUN' STRUCTURES" 5). LOADS H -20' TRUCK WHEEL W/ 305 IMPACT PER PASHTO e) RU- W/ CLEAN WATER PRIOR TO START UP OF. 51O1IA 7) CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SWPUNG TEES 8) GRAY WATER ONLY. BLACK WATER SHIN.. BE CARRIED BY SEPARATE SIDE SEWER. UNPUBUSHED WORK (01995 MERRICK LENTZ ARCHIIEE a 0 A SEPARATE PERMIT AND APPROVAL REQUIRED ILA oolgrem 8/10/97 MERRIC LENTZ ARC ITEC 1800 - 138th Place N,E., Suite 100 Bellevue, Washington 08005 208/747 -3177 PAX 208/747 - 7149 Abossein Engineering WCIWK L - BN@RIO1 IR I80RL7101- . 8197 , 1130 BAWIe. W0. 90005.:. 4208) 462- 9441 AX) 482 -9451 PROJECT NAME SOUTHCENTER PARKWAY TUKWILA, WA DRAWING TITLE SITE PLAN DATE PERMIT DATE BID DRAWN BY CHECKED, BY JOB NO. 47068 PLOT SCALE 1 /4 REVISIONS • SYMMONS- TEMPCONTROL OR E REHAUN ED I MIX. VA. ABOVE ANY PARAPET WIDEN FL PER TWIN -906 HWS -167F TO DISHAWOUER SINGLE CH' VA OR BACKROW PREVENTER PER LOCAL JRSD. 5 GALLWI MANSION TAW TOUR BURL BLADDER MOUNTING LEGS (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) DI NLL SIZE ANCHOR WATER HEATERS TO FLOOR D STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC-1310. U.L LISTED GAS FLUE ROOF CAP STORM DN.- WALL (TYPE -B) FLUE VENT SHT. M11- THIMBLE TAP VA I I I -1/4' GAS TRAP SCHEMATIC DOMESTIC WATER HEATER DETAIL LA NO SCALE 7 CARRIER ROOF TOP AC. UNIT (TYPICAL) DISCONNECT PER N.EC. & ELEC'L BY OTHERS ROOF CURB BY UNIT MANUFACTURER ROOF SUPPLY AIR DUCT 1" SOUND UNED SHT MIL NOTE: THIS DETAIL IS DIAGRAMMATIC ONLY. EXACT UNIT CONFIGURATION(S) MAY VARY. SCHEMATIC A/C DETAIL NO SCALE FLEXIBLE CONN. I ECONOMIZER AIR INTAKE HOOD AND REUEF AIR OPTION SHALL BE FACTORY PROVIDED BY AC. UNIT MANUFACTURER OR MIN. O.S.A. HOOD PER EQUIP SC EDULE) GAS COCK & UNION FULL SIZE PVC SCH.f40 DRAIN PIPE AND TRAP (MIN. 3" SEAL) [TRAP NOT REQUIRED WITH UNITS INTERNALLY TRAPPED] ROOF PITCH GAS PIPING ON ROOF 6" DIRT LEG THROUGH THE CURB SERVICE ROOF JOIST GAS RETURN AIR DUCT r GATE VALVE GATE VALVE 1 RF DRAIN 3/4" N.P.T. ROOF AND TRUSSES 11.■•�; TWO WAY DRAIN VALVE NORMALLY OPEN (ALL 3/4 "N.P.T.) CLG.(VERIFY) THREE WAY DRAIN AND FILL VALVE (ALL 1/2" N.P.T.) 1/2" COLD WATER SUPPLY WITH SHUT -OFF & BACKFLOW. PREVENTER MAU -1 FILL /DRAIN KIT DETAIL NO SCALE 7 FLASH & COUNTER FLASH-.., 18 Ca WELDED STEEL EXHUST SEE AST_ MIT 3 -� MAX ' TRW DUET TO SHOT. NO SCALE HEIU (4 SCES) FOR VBR11G FATED SPFT. (SEE AFDITI) 10 MIL IMBUE AR MOLES UP-BLAST TYPE OBDOW Nal DE 4R MFYIM W FAN LmOW FROM ROOF PRIME On HMO Y TO COINSURE PFR YY4 WELDED GNAW EON 3 EL ,L i Ib 2 � ( [ .. •J I A'� �CEEBIG FIRE pT NIAIS M C mop PDI 98 IiPw '1 F 6� RRXMElEN15 BY gfOEM COMOM.TCR. Y AR SPACE GREASE TROUGH MIN TYPE -1 ROMIIST HOOD BY QDERS - I -IN RATED SHAFT UL CURSED SURE TYPE CREASE FUER FLASHING (TYP) UL CLASSIFIED FIE LAIPDI ROWO Milli FOOD KITCHEN GREASE HOOD EXHAUST DETAIL TYPE I HOOD AND DUCTW(Xi( MERAL NOTE A) COMPLETE INSTALLATION OF THE HOOD, FAN AND DUCTWORK SYSTEM SHALL BE PER THE U.M.C. - CHAPTER -20 AND N.F.PA #96 AS ADOPTED BY THE LOCAL JURISDICTIONS B) C) D) ALL JOINTS SHALL BE CONTINUOUSLY WELDED GREASE TIGHT. ALL OFFSETS, ELBOWS AND TRANSITIONS SHALL BE SMOOTH- ROUND. HOOD AND DUCTWORK ABOVE CEIUNG (NON- VISIBLE) SHALL BE INSIDE A RATED ENCLOSURE (RI' GENERAL CONTRACTOR) WITH AIR SPACE ALL MOUND THE DUCT AND HOOD VENTED TO THE OUTSIDE AT ROOF. CURB HEIGHT SHALL BE MINIMUM 18" ABOVE COMBUSITBLE ROOF. E) CLEANOUTS SHALL BE PROVIDED AT EACH CHANGE OF DIRECTION AND AS REQUIRED BY THE LOCAL JURISDICTIONS WITH ACCESS DOORS AT DUCT AND RAID ENCLOSURES. BOTTOM EDGE OF CLEANOUT SHALL NOT BE LESS THAN 2" ABOVE THE BOTTOM OF DUCT. CLEAN -OUT DOOR AND FRAME SHALL BE FABRICATED OF THE SAME GAUGE METAL AS THE DUCT. PROVIDE 1 /B' THICK HIGH TEMPERATURE GASKET, APPROVED FOR USE ON KITCHEN EXHAUST DUCTS BETWEEN FRAME AND DUCT AND BETWEEN DOOR AND FRAME. ALL SEALANT MATERIALS SHALL BE APPROVED FOR HIGH TEMPERATURE INSTALLATION. F) THE COMPLETE SYSTEM SHALL BE AIR BALANCED AND THE RNAL REPORT SHALL BE SUBMITTED FOR APPROVAL G) SLOPE DUCTWORK TOWARD HOOD FOR GREASE DRAINAGE. H) INSTALL FLASHING FROM THE BACK OF THE HOOD TO THE BACK WALL INSTALL FLASHING AT CEILING FROM HOOD TO 1 HR RATED SHAFT STARING ABOVE CEIUNG. FLASHING SHALL BE SAME GAUGE AS HOOD. I) APPLIANCES UNDER HOOD, HOOD AND GREASE DUCTWORK SHALL HAVE A COMPLETE WET CHEMICAL FIRE SUPPRESSION SYSTEM EQUAL TO ANSUL R -102. COORDINATE WITH KITCHEN CONTRACTOR. COMPLETE INSTALLATION SHALL MEET N.F.PA,. U.L AND LOCAL JURISDICTIONS' REQUIREMENTS. J) HOOD EXHAUST FANS SHALL BE HINGED OPEN FOR CLEANING WITH EXTRA LONG WIRING. K) ROOFTOP FAN DISCHARGE SHALL BE MINIMUM OF 40 INCHES ABOVE ROOF LEVEL /TIIIIIIIIIIIIIIIIIII11k // /AM MAINTAIN 12" OF STRAIGHT FLEX DUCT BEFORE CONN_ TO DIFFUSER STRAIGHTENING GRID FRAME TO SUIT CLG. (TYP.) FLEX DUCT DIFFUSER USE A 5 -PIECE DUCTBOARD 90' ELBOW (OR SMOOTH SHT. MTL.) WHERE 12" STRAIGHT FLEX IS NOT FEASIBLE 11111111111111111111111111111111, III 11111111111111111111111111111 11 11111111111111111111111111111111A I I I I I I I I I I I I II I I11I I I I I I I I I I II I II I FLEX DUCT 111111111111111111111111111111111 1 1111111 I1111111III111111 11(111111 1 111111111111111111111111111111111 1 ADAPTER WHERE APPLICABLE CELL'G (COORD. WITH ARCH'L) SCHEMATIC DIFFUSER DETAIL NO SCALE DUCTBOARD BOOT (OR S.L. SHT. MTL BOOT) FRAME TO SUIT CLG. (TYP.) SCHEMATIC GRILLE DETAIL F NO SCALE UV OF TU pPPRO OCt 13 1391 a DIVISION ,Ovules 9/10/97 UNPUBLISHED WORK 01995 MERRICK LENTZ ARCHITECT 1800 - 188th Place N,E,, Butte SOB Bellevue, WeebluRton' 98005 ?I 208/747 -3177 FAX 208/747 -7149 Abossein Engineering FRf sumo - 0IIC USA 120114. AVE 8.E SAi'.•'E BFLTWM;�Wa. 98005'..', (208)462 -9441 FAX! 462-9451 I PROJECT NAME OUTBACK STEAKHOUSE SOUTHCENNTER / PARKWAY TUKWILA, WA DRAWING TITLE DE1 AILS DATE PERMIT DATE BID DRAWN BY CHECKED BY 1EF -4 1 (ROOF 12/12 TRANSITION T T CEILING TO 12/12 8/16 —_ 30 DEG. GALV. /OR ALUM. DUCT WITH ALL SOLDERED SEAMS AND JOINTS. + FURNISHED EQUIP. SUPPUER E La 2 a i c> 11-1013H ONff1130 A41211A 01314 L � N BY INSTALLED BY M.C. SEE EQUIP. CUT SHEETS FOR EXACT REQUIRMENTS. 4/16 STAINLESS i— S TEEL DUCT WITH ALL WELDED SEAMS. FASTEN DUCTS TO DISHWASHER WITH STAINLESS STEEL BOLTS DISHWASHER KITCHEN FLOOR DISHWASHER HOOD DETAIL D NO SCALE • a L • SYMMONS- TEMPCONTROL OR E REHAUN ED I MIX. VA. ABOVE ANY PARAPET WIDEN FL PER TWIN -906 HWS -167F TO DISHAWOUER SINGLE CH' VA OR BACKROW PREVENTER PER LOCAL JRSD. 5 GALLWI MANSION TAW TOUR BURL BLADDER MOUNTING LEGS (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) DI NLL SIZE ANCHOR WATER HEATERS TO FLOOR D STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC-1310. U.L LISTED GAS FLUE ROOF CAP STORM DN.- WALL (TYPE -B) FLUE VENT SHT. M11- THIMBLE TAP VA I I I -1/4' GAS TRAP SCHEMATIC DOMESTIC WATER HEATER DETAIL LA NO SCALE 7 CARRIER ROOF TOP AC. UNIT (TYPICAL) DISCONNECT PER N.EC. & ELEC'L BY OTHERS ROOF CURB BY UNIT MANUFACTURER ROOF SUPPLY AIR DUCT 1" SOUND UNED SHT MIL NOTE: THIS DETAIL IS DIAGRAMMATIC ONLY. EXACT UNIT CONFIGURATION(S) MAY VARY. SCHEMATIC A/C DETAIL NO SCALE FLEXIBLE CONN. I ECONOMIZER AIR INTAKE HOOD AND REUEF AIR OPTION SHALL BE FACTORY PROVIDED BY AC. UNIT MANUFACTURER OR MIN. O.S.A. HOOD PER EQUIP SC EDULE) GAS COCK & UNION FULL SIZE PVC SCH.f40 DRAIN PIPE AND TRAP (MIN. 3" SEAL) [TRAP NOT REQUIRED WITH UNITS INTERNALLY TRAPPED] ROOF PITCH GAS PIPING ON ROOF 6" DIRT LEG THROUGH THE CURB SERVICE ROOF JOIST GAS RETURN AIR DUCT r GATE VALVE GATE VALVE 1 RF DRAIN 3/4" N.P.T. ROOF AND TRUSSES 11.■•�; TWO WAY DRAIN VALVE NORMALLY OPEN (ALL 3/4 "N.P.T.) CLG.(VERIFY) THREE WAY DRAIN AND FILL VALVE (ALL 1/2" N.P.T.) 1/2" COLD WATER SUPPLY WITH SHUT -OFF & BACKFLOW. PREVENTER MAU -1 FILL /DRAIN KIT DETAIL NO SCALE 7 FLASH & COUNTER FLASH-.., 18 Ca WELDED STEEL EXHUST SEE AST_ MIT 3 -� MAX ' TRW DUET TO SHOT. NO SCALE HEIU (4 SCES) FOR VBR11G FATED SPFT. (SEE AFDITI) 10 MIL IMBUE AR MOLES UP-BLAST TYPE OBDOW Nal DE 4R MFYIM W FAN LmOW FROM ROOF PRIME On HMO Y TO COINSURE PFR YY4 WELDED GNAW EON 3 EL ,L i Ib 2 � ( [ .. •J I A'� �CEEBIG FIRE pT NIAIS M C mop PDI 98 IiPw '1 F 6� RRXMElEN15 BY gfOEM COMOM.TCR. Y AR SPACE GREASE TROUGH MIN TYPE -1 ROMIIST HOOD BY QDERS - I -IN RATED SHAFT UL CURSED SURE TYPE CREASE FUER FLASHING (TYP) UL CLASSIFIED FIE LAIPDI ROWO Milli FOOD KITCHEN GREASE HOOD EXHAUST DETAIL TYPE I HOOD AND DUCTW(Xi( MERAL NOTE A) COMPLETE INSTALLATION OF THE HOOD, FAN AND DUCTWORK SYSTEM SHALL BE PER THE U.M.C. - CHAPTER -20 AND N.F.PA #96 AS ADOPTED BY THE LOCAL JURISDICTIONS B) C) D) ALL JOINTS SHALL BE CONTINUOUSLY WELDED GREASE TIGHT. ALL OFFSETS, ELBOWS AND TRANSITIONS SHALL BE SMOOTH- ROUND. HOOD AND DUCTWORK ABOVE CEIUNG (NON- VISIBLE) SHALL BE INSIDE A RATED ENCLOSURE (RI' GENERAL CONTRACTOR) WITH AIR SPACE ALL MOUND THE DUCT AND HOOD VENTED TO THE OUTSIDE AT ROOF. CURB HEIGHT SHALL BE MINIMUM 18" ABOVE COMBUSITBLE ROOF. E) CLEANOUTS SHALL BE PROVIDED AT EACH CHANGE OF DIRECTION AND AS REQUIRED BY THE LOCAL JURISDICTIONS WITH ACCESS DOORS AT DUCT AND RAID ENCLOSURES. BOTTOM EDGE OF CLEANOUT SHALL NOT BE LESS THAN 2" ABOVE THE BOTTOM OF DUCT. CLEAN -OUT DOOR AND FRAME SHALL BE FABRICATED OF THE SAME GAUGE METAL AS THE DUCT. PROVIDE 1 /B' THICK HIGH TEMPERATURE GASKET, APPROVED FOR USE ON KITCHEN EXHAUST DUCTS BETWEEN FRAME AND DUCT AND BETWEEN DOOR AND FRAME. ALL SEALANT MATERIALS SHALL BE APPROVED FOR HIGH TEMPERATURE INSTALLATION. F) THE COMPLETE SYSTEM SHALL BE AIR BALANCED AND THE RNAL REPORT SHALL BE SUBMITTED FOR APPROVAL G) SLOPE DUCTWORK TOWARD HOOD FOR GREASE DRAINAGE. H) INSTALL FLASHING FROM THE BACK OF THE HOOD TO THE BACK WALL INSTALL FLASHING AT CEILING FROM HOOD TO 1 HR RATED SHAFT STARING ABOVE CEIUNG. FLASHING SHALL BE SAME GAUGE AS HOOD. I) APPLIANCES UNDER HOOD, HOOD AND GREASE DUCTWORK SHALL HAVE A COMPLETE WET CHEMICAL FIRE SUPPRESSION SYSTEM EQUAL TO ANSUL R -102. COORDINATE WITH KITCHEN CONTRACTOR. COMPLETE INSTALLATION SHALL MEET N.F.PA,. U.L AND LOCAL JURISDICTIONS' REQUIREMENTS. J) HOOD EXHAUST FANS SHALL BE HINGED OPEN FOR CLEANING WITH EXTRA LONG WIRING. K) ROOFTOP FAN DISCHARGE SHALL BE MINIMUM OF 40 INCHES ABOVE ROOF LEVEL /TIIIIIIIIIIIIIIIIIII11k // /AM MAINTAIN 12" OF STRAIGHT FLEX DUCT BEFORE CONN_ TO DIFFUSER STRAIGHTENING GRID FRAME TO SUIT CLG. (TYP.) FLEX DUCT DIFFUSER USE A 5 -PIECE DUCTBOARD 90' ELBOW (OR SMOOTH SHT. MTL.) WHERE 12" STRAIGHT FLEX IS NOT FEASIBLE 11111111111111111111111111111111, III 11111111111111111111111111111 11 11111111111111111111111111111111A I I I I I I I I I I I I II I I11I I I I I I I I I I II I II I FLEX DUCT 111111111111111111111111111111111 1 1111111 I1111111III111111 11(111111 1 111111111111111111111111111111111 1 ADAPTER WHERE APPLICABLE CELL'G (COORD. WITH ARCH'L) SCHEMATIC DIFFUSER DETAIL NO SCALE DUCTBOARD BOOT (OR S.L. SHT. MTL BOOT) FRAME TO SUIT CLG. (TYP.) SCHEMATIC GRILLE DETAIL F NO SCALE UV OF TU pPPRO OCt 13 1391 a DIVISION ,Ovules 9/10/97 UNPUBLISHED WORK 01995 MERRICK LENTZ ARCHITECT 1800 - 188th Place N,E,, Butte SOB Bellevue, WeebluRton' 98005 ?I 208/747 -3177 FAX 208/747 -7149 Abossein Engineering FRf sumo - 0IIC USA 120114. AVE 8.E SAi'.•'E BFLTWM;�Wa. 98005'..', (208)462 -9441 FAX! 462-9451 I PROJECT NAME OUTBACK STEAKHOUSE SOUTHCENNTER / PARKWAY TUKWILA, WA DRAWING TITLE DE1 AILS DATE PERMIT DATE BID DRAWN BY CHECKED BY GAS ROOFTOP AR-CONDITIONING SCHEDULE PERORATION AC -1 AC -2 AC -3 AC -4 ZONE/ DINING DINING DINING KITCHEN MANUFACTURER R LUXAIRE LUXARE LUXAIRE WXAIRE MODEL. DUC090 DUC090 DUC090 DUC120 cecilAnos DOWN DOWN DOWN DOWN OAS TYPE NAT. NAT. NAT. NAT. COOL 43 * AR 680 90 90 90 118 FEATNO OUTPUT GEO 130 130 130 163 EERA 8.9 8.9 8.9 9.0 BEER, (1)(2)(3)(4)(5)(6)(7) (1)(2)(3)(4)(5)(6)(7) (1) REFER TO HOOD DRAWINGS FOR ADDITIONAL INFORMATION. (2) PROVIDE ADDITIONAL MOTOR STARTERS & RELAYS FOR INTERLOCK TO MAU -1. FOLLOW MANUFACTURERS INSTRUCTIONS FOR START -UP AND INSTALLATION. (3) U.L. LASTED EXHAUST FAN FOR GREASE 'KITCHEN HOOD PER NFPA $96 WITH GREASE TROUGH, DRAIN CONNECTION, BIRD GUARD, WEATHERPROOF DISCONNECT SWITCHES AND HINGING KIT. INSTALL DISCHARGE UP AT MINIMUM 40' ABOVE ROOF PER NFPA #96 AND AS REQUIRED BY THE LOCAL JURISDICTIONS. (4) ROOF. CURB SHALL BE 15 HIGH WITH VENTED CURB EXTENSION SECTION UNDER EXHAUST FAN. (5) COORDINATE EXACT LOCATION AND CONFIGURATION OF ROOF CURBS WITH STRUCTURAL FOR SUPPORT : AND INSTALLATION. (VERIFY AT SITE) (8) ROOF CURB SHALL BE GALVANIZED STEEL WITH 1" INSULATION AND METAL UNER. (7) VERIFY VOLTAGE WITH ELECTRICAL - - FLOOR', DRAIN W FUNNEL AWE 80% 80% 80% 80% FAN MO70R BELT BELT BELT BELT CF�t 3000 3000 3000 4000 ESP.'' QFH2O) OS 0.5 0.5 0.5 9DOOFI FANFLA) 7.5 7.5 7.5 10.6 OUTDOOR FAN(RA) TWO - 2.3', TWO - 2.3 TWO - 2.3 TWO - 2.3 OOAEFESSONF A(LRAI TWO - 14.1/130 TWO - 14.1/130 TWO - 14.1/130 TWO - 16.7/150 061116 FM (P A) --- -- - -- --- VOLTACE 208 208 208 208 PHASE ' 3 3 3 3 WEIGHT 688) 1342 1342 1342 1467 REAMS (1)(2) (1)(2) (1)(2) (1)(2) (1) WITH ECONOMIZER / BAROMETRIC RELIEF / CRANK CASE HEATER / COMPR. SHORT -CYCLE PROT./UNIT SAFETY FEATURES / ROOF CURB / THRU CURB SERVICE AND Y THROW AWAY FILTER. (2) VERIFY VOLTAGE WITH ELECTRICAL (3) CARRIER, YORK, LENNOX AND, TRANE ARE APPROVED EQUAL MANUFACTURERS. KITCHEN HOOD ROOFTOP EXHAUST FAN SCHEDULE DESIGNATION EF -1 EF -2 EF -3 ZONE 12' -0' HOOD (BROILER HOOD) 10' -6' HOOD (RANGE HOOD) 9' -5 HOOD (FRYER HOOD) MAMFACTl1FER SUPREME ILO IW MODE.:. GBD -182 UBC -182 - UBC -182 DA9CHA RGE UPBLAST UPBLAST UPBLAST CRA 4200 3150 2850 ESP. 01-1120) 1.5 .75 .75 FAN HPJ 3 1.5 1.5 VOLTACEI 208 208 208 PFHABEa 3 3 3 WBIFR (LB8) 450 200 200 H1BIIARCB!. (1)(2)(3)(4)(5)(6)(7) (1)(2)(3)(4)(5)(6)(7) (1)(2)(3)(4)(5)(6)(7) (1) REFER TO HOOD DRAWINGS FOR ADDITIONAL INFORMATION. (2) PROVIDE ADDITIONAL MOTOR STARTERS & RELAYS FOR INTERLOCK TO MAU -1. FOLLOW MANUFACTURERS INSTRUCTIONS FOR START -UP AND INSTALLATION. (3) U.L. LASTED EXHAUST FAN FOR GREASE 'KITCHEN HOOD PER NFPA $96 WITH GREASE TROUGH, DRAIN CONNECTION, BIRD GUARD, WEATHERPROOF DISCONNECT SWITCHES AND HINGING KIT. INSTALL DISCHARGE UP AT MINIMUM 40' ABOVE ROOF PER NFPA #96 AND AS REQUIRED BY THE LOCAL JURISDICTIONS. (4) ROOF. CURB SHALL BE 15 HIGH WITH VENTED CURB EXTENSION SECTION UNDER EXHAUST FAN. (5) COORDINATE EXACT LOCATION AND CONFIGURATION OF ROOF CURBS WITH STRUCTURAL FOR SUPPORT : AND INSTALLATION. (VERIFY AT SITE) (8) ROOF CURB SHALL BE GALVANIZED STEEL WITH 1" INSULATION AND METAL UNER. (7) VERIFY VOLTAGE WITH ELECTRICAL - - PLUMBNC RXTURE CONN. SCHEDULE DEBIT: TBB TRAIT WASTE NBHT: CYN MN: -.o CW COLD WATER �- a FN HOT WATER P - ar)I(j:IVII NA )•MW.J■MiliMIIIMIEANNIIIEVLINII HOT WATER RECIRCULATING wimmwoo W WASTE, SANITARY .A..... w V IIMMIIIIIIIIMINE41=®E41111•L)N _xI VTR VENT THROUGH ROOF 11111KM11■ ono , RHaB•1111ECIMi RELIEF ®F'.IIIII ®FIN®L'iNIF/ NZIEE41Fi1Z1111111no BURIED PIPING 1111.391/MI ZEIIIEMIIIMI®MMT NATURAL GAS ®EHIIIIII -- SERVICE SINK TTT22222EINISNINIIINFINIIII© -- HUB DRAIN IIIIIIMMINK '.3 4. 3 4 AS REQ'D P-6 WALL HYDRANT COM D -1 FD FLOOR DRAIN 5 © � -- •1. D -2 FLOOR', DRAIN W FUNNEL UNION ___T__ -- EXC PT •THERWISE I • D D -3 FS FLOOR SINK FLOOR CLEANOUT 0 GCO EXCEPT OTHERWISE NOTED 3°MQ1145'.... SINK_. CMKPZIEM)111/111 WALL CLEANOUT ■®TAIIII T'STAT /SENSOR M • . 1.I • A 11:102BIDEM DISHWASHER FLOOR SINK DUCTWORK WW1 TURNING VANE MIIMIIIIIIIIIIKCIW7i 0-6 TRENCH DRAIN VD 1 -1: 600 NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE IN SPEC. - 5450 -A FOR FIXTURE SPECIFICATIONS. (2) ALL NANDICRPPED FIXTURES SHALL BE APPROVED FOR USE BY D SABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH. LOCAL WATER CONSERVATION ACT REQUIREMENTS. (4) COORDINATE" WITH ARCHITECTURAL FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. (5) NO UNDERGROUND WASTE PIPING LESS THAN 7. (6) FLOOR DRAINS WITHOUT':RECEMNG CONTINUOUS WATER SHALL HAVE TRAP PRIMERS PER SPEC. - 15422 .. LEGEND SYMBOL ABBREVIATION DESCRIPTION 011 ' -- PLUMBING FIXTURE -.o CW COLD WATER �- a FN HOT WATER - - -.- HAIR HOT WATER RECIRCULATING wimmwoo W WASTE, SANITARY .A..... w V VENT _xI VTR VENT THROUGH ROOF -h- -- RELIEF ff -- BURIED PIPING - G - G NATURAL GAS ®n -- FLOOR SINK o -- HUB DRAIN Mn -- FLOOR DRAIN -AR- CV GATE VALVE _. -- RELIEF VALVE - -111 -- -- UNION ___T__ -- PRESSURE GAUGE 0 FCG FLOOR CLEANOUT 0 GCO GRADE CLEANOUT 1H WCO WALL CLEANOUT OT /OS T'STAT /SENSOR THERMOSTAT /SENSOR EF -4 MIGHT 8 DUCTWORK WW1 TURNING VANE 1000 FLEX CONN. -I VD VOLUME DAMPER 600 -- RIGID DUCT EF -6 -- FLEXIBLE DUCT In -- ROUND SPIN -IN WITH V.D. IN CD CEILING DIFFUSER II RC RETURN GRILLE 4WD FD ORE DAMPER MAKE-UP AR EVAPORATIVE COOLNG LINT SCHEDULE DESOU710N MAU - 1 ZONa KITCHEN IAANUFACRIFES ARES YDDH SE2 OBQHARCE HORIZONTAL CP11: 8610 ESP. GHEE OS FAN FP', 5 VOLTAIC 208 AC -2 3000 OPERATING NEfGHT(LBO 750 TEWiCH (1)(2)(3)(4)(5) (1) WITH DUCT FLANGE, 100% ESA. FILTERS, 1/10 1W SPRAY PUMP, 115 V, 1 PH, RU. / OVERFLOW AND DRAIN KR. (2) INSTALL UNIT ON ROOF SUPPORTS WITH SPRING LOADED VIBRATION ISOLATORS WITH SEISMIC PROTECTION. (MASON OR EQUAL). (3) UNIT SHALL HAVE AN AUTOMATIC SHAD -OFF 054 DAMPER INTERLOCKED WITH FAN. (4) WITH REMOTE CONTROL CONSOLE WITH HE/3-VENT-COOL (SEE SPEC. 15901) (5) VERIFY VOLTAGE WITH ELECTRICAL PRESSURIZATION AIR SCHEDULE OBSCRAION A/C HR A/C WT EIRWET MAID? -TR MUM DILATION TOTAL C191 NL OSAQL GRA C I NAT. AC -1 3000. 810 80% FAN (IEk 1/211 AC -2 3000 810 1 NOLTAO6 115 AC -3 3000 810 280 FEMANS (I) AC -4 4000. 1080 DIRECT CP11P 1 1000 6 600 7 70 7 70 ESP. M- M20) 0 0S 0 0.4' 0 0.10• 0 0.10' FRP(1k 1 1100 1 1000 EF -1 1/4 1 4200 (2.5( 1 12.51 EF -2 NOTE' VOLTAGE 1 3150 120 1 120 1 EF -3 COORDINATE WITH KITCHEN CONSULTANT FOR GREASE , M 2850 EF -4 MIGHT 8 85 8 1000 EF -5 CO ( (1). ( 600 (253) FILE EF -6 70 EF -7 70 MAU -1 5970 UNHEATED AIR 2640 HEATED AIR (HOOD) TOTAL: 13000 3510 11940 8610 TOTAL 056-12120 CFM NOTE: BUILDING TO BE 35% POSITIVE PRESSURE. GAS DUCT HEATER SCHEDULE OBSCRAION ODF - 1 ZOIE KITCHEN MANFACRWE R ARES MODEL. 200 TYPE ROOFTOP GAS TYPE NAT. OUTPUT GEO. 160 ARE 80% FAN (IEk 1/211 CAB 2640 ESP. GPF1120) 1 NOLTAO6 115 RIME . WEIGHT 0.8O) 280 FEMANS (I) (1) WITH SPARK IGNITED INTERMITTENT SAFETY PILOT WITH ELECTRONIC FUME SUPERVISION, STAINLESS STEEL HEAT EXCHANGER AND ELECTRONIC MODULATING GAS VALVE. (2) INSTALL ON WATER TIGHT ROOF SUPPORTS. HOT WATER CRCULATNG PUMP SCHEDULE Ott CATION Co-1 All EMINENT 9ULL BE OWNS I _ FARMED MO carrnAcroR D BINDING IWIFAGTIIFEN BELL & GOSSETT NODES SLC -308 TYPOS IN-LINE QPM. 10 HEAD (FT -HBO) 7 Feh6 -- MOTOR IP 1/211 VOLTAGE,- 115 PH1AABr ' 1 YYBIG(T Qom) 9.5 tBURCS (t) (1) ALL BRONZE PUMP, 125', PSI NHL. RATED. GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING. MECHANICAL. ENERGY, PLUMBING, FUlL ANTI HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS 2) ALL AIR - CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEAMNG AND CONDENSATE PIPES SHALL BE DISCHARGED TO AN INDIRECT WASTE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL REF. CLG. & LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FL FROM THE OUTSIDE AN INTAKES. 5) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH REQUIRED ACCESSORIES AND IN ACCORDANCE WITH KITCHEN DRAWINGS. MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. INSTALL BAOOFIDW PREYENTERS AS REQUIRED BRINE LOCAL JURISDICTIONS. CONNECT THE WATER MAKE -UP TO DISPOSER WITH SHUT -OFF VALVE, STRAINER, VACUUM BREAKER, MIXING VALVE AS REQUIRED BY MADE CONNECT TIE WATER LINE TO DISH AND GLASS WASHERS WITH SHUT -OFF VALVE, STRAINER. AND P.R.V. AS REQUIRED BY MANUF. 6) LEVEL FRAMES SHALL BE PROVIDED WITH THE AIR -COND. UNIT CURBS TO COMPENSATE FOR ROOF PITCH. 7) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 8) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEIUNGS SHALL HAVE A CONTROL ARIL EXTENDED TO AN ACCESSIBLE LOCATION ('YOUNS REGULATIONS OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SMILE BE COORDINATED WITH THE ARCHITECT. 9) ALL 90 DEG. TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 10)MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING & DUCTWORK AND ROOF PENETRATIONS WITH THE STRUCTURE. 11)ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 12)MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 8' OR AS SHOWN ON DRAWINGS. 13)ALL GAS EQUIPMENT SHALL BE INSTALLED PER THEIR LISTINGS. LOCAL CODES AID NFPA. /54. 14)ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER THE SMACNA AND LOCAL REGULATIONS. 15)ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 16)ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGUATIONS FOR SEISMIC RESTRAINT (INCL PIPING & DUCTWORK). 17) INSTALL PLUMBING CLEAN -OUTS PER LOCAL JURISDICTIONS. 18)ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 19) INSTALL FLEXIBLE QUICK DISCONNECT AND. SHUT OFF VALVE ASSEMENJES FOR AU- GAS FIRED . KITCHEN EQUIPMENT PER LOCAL JURISDICTIONS. 20) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 21) COORDINATE WITH KITCHEN CONTRACTOR /CONSULTANT FOR TYPE I HOODS, DISHWASHER EXHAUST, AND MAKE -UP AIR. HOODS SHALL HAVE SELF CONTAINED WET CHEMICAL (ANSUL -R102 OR EQUAL) FIRE PROTECTION BY KITCHEN CONTRACTOR (VERIFY). 22) GAS PIPING SERVING THE APPLIANCES UNDER HOOD SHALL HAVE AN AUTOMATIC SOLENOID VALVE AND AN ACCESSIBLE MANUAL SHUT OFF VALVE FOR EMERGENCY. SOLENOID VALVE SHALL CLOSE WHEN HOOD FIRE IS DETECTED. 23) HVAC NOTES A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIRE PROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL VENT FABRICS, INC. OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL SOUNDUNE RECTANGULAR SUPPLY & RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY & RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF. POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR. INNER CORE HIGH. DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO'ATCO -70 SERIES (MIN. POS. PRESS. = 6" W.G., NEG. PRESS - 0.75 W.C.). D) ROOFTOP AIR CONDITIONING UNITS SHALL HAVE A RIGID DUCTBOARD INSULATION BELOW THE COMPRESSOR SECTION TO AVOID CONDENSATION. E) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. F) DUCT HANGERS. SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE & SMACNA RECOMMENDATIONS. G) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. H) ALL DUCTWORK SHALL BE CLASS-I AIR DUCT AS APPROVED BY U.L. - 181. 24) EACH ROOFTOP UNIT SHALL BE DESIGNATED AND IDENTIFIED ON ROOF WITH NAME TAG. 25) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER '48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 26) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR (PER WIC /808) IN SUPPLY AND RETURN DUCTS AS. REQUIRED BY THE JURISDICTIONS. UNIT SHALL . SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE' ALARM CONSULTANT/CONTRACTOR PRIOR TO BIDDING) 27)ALL FIRE RATED STRUCTURE SHALL BE FIRE SIMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 29) DRAINS & PIPING FOR HIGH. TEMPERATURE EQUIPMENT SUCH AS DISHWASHERS, STEAMERS, ETC. SHALL BE CAST IRON. 29) COORDINATE WITH GENERAL CONTRACTOR AND KITCHEN CONTRACTOR FOR FURNISHING AND INSTALLATION RESPONSIBILITY OF THE CONDENSING UNITS FOR WALK- INSICE,ETC. (PRIOR TO. BID) 30) ALL SPRINKLER SYSTEMS SHALL BE FURNISHED AND INSTALLED PER THE NFPA #13 AND LOCAL rn'n1oi GAS WATER HEATER SCHEDULE D B NATICK MANFACMT6P OAS TYPE OAS INPUT OBITJY* BECOME (ONO '.',. TBPFE VT. ..... ... TANG (UAL) VOLTAGE REPRO 1EE3ITQ WH -1 BUILDING LOCHINVAR CPN360 -100 NATURAL 360,000 358 100 100 120 738 AGA / NSF / ASME (1)(2)(3)(4) (1) WITH PIT VALVE. DRAFT. AND INTERMITTENT IGNITION DEVICE (2) STRAP WATER HEATER FOR EARTHQUAKE PROTECTION PER 'UPC & ANCHOR LEGS TO FLOOR. (3) ADD ADDITIONAL CONTROL. AND SAFETY FEATURES PER THE BOILER CODE AND PAY AND ARRANGE FOR A BOILER INSPECTION AS REQUIRED. (4) INCLUDE ALL SAFETY FEATURES INCLUDING BUT NOT LIMITED TO; ALL STANDARD FEATURES, SPARK IGNITOR, LOW WATER CUT -OFF. AUXILIARY FLOW PROVING SWITCH FOR FEED PUMP, ETC. PLAN INDEX: M -1 LEGEND, SCHEDULES & GENERAL NOTES M -2 FLOOR PLAN - HVAC M -3 FLOOR PLAN - PLUMBING (UNDERGROUND) M -4 FLOOR PLAN - PLUMBING (ABOVE GROUND) M -5 ROOF PLAN M -6 GREASE INTERCEPTOR DETAILS & NOTES M -7 DETAILS SEPARATE PERMIT REQUIRED FOR: ❑,MECHANICAL L 1 J LECTRICAL yLUMBING LJ GAS PIPING CITY OF TUKWILA [WILDING DIVISION COPY Ian Check approvals are subject to errors and omissions antl approval of plans does not authorize the v.olanon of any tractor's tor' s c code . f a era , aclmow edged. trtor'o. �. CI IY OF RUKWI(A APPROVED T 3 )997 UNPUBLISHED WORK 01995 MERRICK LENTZ: ARCHITECT,' MERRICK LENTZ ARC ITECT 1800 - 190th Place N.B,,, Buate 100 '. Belle,Ua, Washington 98006 , 200/747 -9177 FAX 206/747 Abossein Engineering FIE ROUEN - DEAD' 1239 1261K NE NZ.'" Roll. "E" 9.1 11114, W 99096 (209) 4622- g9�441 , (--1 k aNWNMaon, i PROJECT NAME SOUTHCENTER PARKWAY TUKWILA, WA DRAWING TITLE GENERAL NOTES SCHEDULES 4 LEGEND DATE PERMIT 5/21/41 -' "; DATE BID DRAWN BY CHECKED BY JOB NO. PLOT SCALE REVISIONS INSTRUCTION TO BIDDERS MSC. EXHAUST FAN SCHEDULE A All EMINENT 9ULL BE OWNS I _ FARMED MO carrnAcroR D DESIGNATION 6 6 -4 R RE - 5 E EF - 6 R RE - 7 C ZONES . D DISKWASHER T TOILETS E EMPLOYEES TOILET E EMPLOYEES TOILET P MAMFAC11. J JDNN FAN J JINN FAN B BRITAIN G GROAN O MODE: 1 1404 -N181D 1 120A-NBCR 1 162 1 162 TYPO'+ R ROOFTOP R ROOFTOP C CJLING C CEILING DRIVE BELT B BELT D DIRECT D DIRECT CP11P 1 1000 6 600 7 70 7 70 ESP. M- M20) 0 0S 0 0.4' 0 0.10• 0 0.10' FRP(1k 1 1100 1 1000 1/4 1 1/4 ( (2.5( 1 12.51 NOTE' VOLTAGE 1 120 1 120 1 120 1 120 N COORDINATE WITH KITCHEN CONSULTANT FOR GREASE , M MIGHT 8 85 8 85 E RBIARKS C CO ( (1). ( (2)(3) ( (253) FILE (1) WITH ROOF OJRRS /ATROMO11C (OR) SPRING LOADED 0.0.0. AND BIRD 00000. 2) WITH ONE 250 WATT HEAT BULB. F GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING. MECHANICAL. ENERGY, PLUMBING, FUlL ANTI HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS 2) ALL AIR - CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEAMNG AND CONDENSATE PIPES SHALL BE DISCHARGED TO AN INDIRECT WASTE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL REF. CLG. & LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FL FROM THE OUTSIDE AN INTAKES. 5) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH REQUIRED ACCESSORIES AND IN ACCORDANCE WITH KITCHEN DRAWINGS. MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. INSTALL BAOOFIDW PREYENTERS AS REQUIRED BRINE LOCAL JURISDICTIONS. CONNECT THE WATER MAKE -UP TO DISPOSER WITH SHUT -OFF VALVE, STRAINER, VACUUM BREAKER, MIXING VALVE AS REQUIRED BY MADE CONNECT TIE WATER LINE TO DISH AND GLASS WASHERS WITH SHUT -OFF VALVE, STRAINER. AND P.R.V. AS REQUIRED BY MANUF. 6) LEVEL FRAMES SHALL BE PROVIDED WITH THE AIR -COND. UNIT CURBS TO COMPENSATE FOR ROOF PITCH. 7) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 8) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEIUNGS SHALL HAVE A CONTROL ARIL EXTENDED TO AN ACCESSIBLE LOCATION ('YOUNS REGULATIONS OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SMILE BE COORDINATED WITH THE ARCHITECT. 9) ALL 90 DEG. TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 10)MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING & DUCTWORK AND ROOF PENETRATIONS WITH THE STRUCTURE. 11)ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 12)MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 8' OR AS SHOWN ON DRAWINGS. 13)ALL GAS EQUIPMENT SHALL BE INSTALLED PER THEIR LISTINGS. LOCAL CODES AID NFPA. /54. 14)ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER THE SMACNA AND LOCAL REGULATIONS. 15)ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 16)ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGUATIONS FOR SEISMIC RESTRAINT (INCL PIPING & DUCTWORK). 17) INSTALL PLUMBING CLEAN -OUTS PER LOCAL JURISDICTIONS. 18)ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 19) INSTALL FLEXIBLE QUICK DISCONNECT AND. SHUT OFF VALVE ASSEMENJES FOR AU- GAS FIRED . KITCHEN EQUIPMENT PER LOCAL JURISDICTIONS. 20) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 21) COORDINATE WITH KITCHEN CONTRACTOR /CONSULTANT FOR TYPE I HOODS, DISHWASHER EXHAUST, AND MAKE -UP AIR. HOODS SHALL HAVE SELF CONTAINED WET CHEMICAL (ANSUL -R102 OR EQUAL) FIRE PROTECTION BY KITCHEN CONTRACTOR (VERIFY). 22) GAS PIPING SERVING THE APPLIANCES UNDER HOOD SHALL HAVE AN AUTOMATIC SOLENOID VALVE AND AN ACCESSIBLE MANUAL SHUT OFF VALVE FOR EMERGENCY. SOLENOID VALVE SHALL CLOSE WHEN HOOD FIRE IS DETECTED. 23) HVAC NOTES A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIRE PROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL VENT FABRICS, INC. OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL SOUNDUNE RECTANGULAR SUPPLY & RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY & RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF. POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR. INNER CORE HIGH. DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO'ATCO -70 SERIES (MIN. POS. PRESS. = 6" W.G., NEG. PRESS - 0.75 W.C.). D) ROOFTOP AIR CONDITIONING UNITS SHALL HAVE A RIGID DUCTBOARD INSULATION BELOW THE COMPRESSOR SECTION TO AVOID CONDENSATION. E) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. F) DUCT HANGERS. SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE & SMACNA RECOMMENDATIONS. G) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. H) ALL DUCTWORK SHALL BE CLASS-I AIR DUCT AS APPROVED BY U.L. - 181. 24) EACH ROOFTOP UNIT SHALL BE DESIGNATED AND IDENTIFIED ON ROOF WITH NAME TAG. 25) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER '48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 26) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR (PER WIC /808) IN SUPPLY AND RETURN DUCTS AS. REQUIRED BY THE JURISDICTIONS. UNIT SHALL . SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE' ALARM CONSULTANT/CONTRACTOR PRIOR TO BIDDING) 27)ALL FIRE RATED STRUCTURE SHALL BE FIRE SIMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 29) DRAINS & PIPING FOR HIGH. TEMPERATURE EQUIPMENT SUCH AS DISHWASHERS, STEAMERS, ETC. SHALL BE CAST IRON. 29) COORDINATE WITH GENERAL CONTRACTOR AND KITCHEN CONTRACTOR FOR FURNISHING AND INSTALLATION RESPONSIBILITY OF THE CONDENSING UNITS FOR WALK- INSICE,ETC. (PRIOR TO. BID) 30) ALL SPRINKLER SYSTEMS SHALL BE FURNISHED AND INSTALLED PER THE NFPA #13 AND LOCAL rn'n1oi GAS WATER HEATER SCHEDULE D B NATICK MANFACMT6P OAS TYPE OAS INPUT OBITJY* BECOME (ONO '.',. TBPFE VT. ..... ... TANG (UAL) VOLTAGE REPRO 1EE3ITQ WH -1 BUILDING LOCHINVAR CPN360 -100 NATURAL 360,000 358 100 100 120 738 AGA / NSF / ASME (1)(2)(3)(4) (1) WITH PIT VALVE. DRAFT. AND INTERMITTENT IGNITION DEVICE (2) STRAP WATER HEATER FOR EARTHQUAKE PROTECTION PER 'UPC & ANCHOR LEGS TO FLOOR. (3) ADD ADDITIONAL CONTROL. AND SAFETY FEATURES PER THE BOILER CODE AND PAY AND ARRANGE FOR A BOILER INSPECTION AS REQUIRED. (4) INCLUDE ALL SAFETY FEATURES INCLUDING BUT NOT LIMITED TO; ALL STANDARD FEATURES, SPARK IGNITOR, LOW WATER CUT -OFF. AUXILIARY FLOW PROVING SWITCH FOR FEED PUMP, ETC. PLAN INDEX: M -1 LEGEND, SCHEDULES & GENERAL NOTES M -2 FLOOR PLAN - HVAC M -3 FLOOR PLAN - PLUMBING (UNDERGROUND) M -4 FLOOR PLAN - PLUMBING (ABOVE GROUND) M -5 ROOF PLAN M -6 GREASE INTERCEPTOR DETAILS & NOTES M -7 DETAILS SEPARATE PERMIT REQUIRED FOR: ❑,MECHANICAL L 1 J LECTRICAL yLUMBING LJ GAS PIPING CITY OF TUKWILA [WILDING DIVISION COPY Ian Check approvals are subject to errors and omissions antl approval of plans does not authorize the v.olanon of any tractor's tor' s c code . f a era , aclmow edged. trtor'o. �. CI IY OF RUKWI(A APPROVED T 3 )997 UNPUBLISHED WORK 01995 MERRICK LENTZ: ARCHITECT,' MERRICK LENTZ ARC ITECT 1800 - 190th Place N.B,,, Buate 100 '. Belle,Ua, Washington 98006 , 200/747 -9177 FAX 206/747 Abossein Engineering FIE ROUEN - DEAD' 1239 1261K NE NZ.'" Roll. "E" 9.1 11114, W 99096 (209) 4622- g9�441 , (--1 k aNWNMaon, i PROJECT NAME SOUTHCENTER PARKWAY TUKWILA, WA DRAWING TITLE GENERAL NOTES SCHEDULES 4 LEGEND DATE PERMIT 5/21/41 -' "; DATE BID DRAWN BY CHECKED BY JOB NO. PLOT SCALE REVISIONS