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HomeMy WebLinkAboutPermit M98-0108 - NEWPORT BAY RESTAURANT;ale o2± h=)t_iepa+• fY\ cl•• D OS City of Tukwila L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M98 -0108 Type: B -MECH Category: NRES Address: 17920 SOUTHCENTER PY Location: Parcel #: 352304 -9061 Contractor License No: KASPAMC088BC TENANT NEWPORT BAY RESTAURANT 17920 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT JEFF HAMMOND Phone: 503 -226 -0590 34 NW FIRST AV, #309, PORTLAND OR 9720 CONTRACTOR KASPAR MECHANICAL CNTRNG LTD Phone: 206 672 -1094 2100 196TH STREET S.W. #101, LYNNWOOD, WA 98036 • k**************** k****** k k****•**************** **k** ** **'k** *** *•k******* * **** Permit Description:, UMC Edition: 1994 MECHANICAL FOR NEW RESTAURANT: Signature: Print Name: Authorized Signature Date b• g Pe MECHANICAL PERMIT Valuation:. Total Permit Fee: -- (206) 431 -3670 Status: ISSUED Issued: 03/29/1999 Expires: 09/25/1999 75 000.00 315.31 ********`* *•k* * * * *** * *** ***`k *** * ** ** * * ** k******* * * ** * ** * * * ***, * ** * * * ** * ** *�k* I hereby certify. that I have read and examined this permitand know the same to be true and correct. .All provisions law and ordinances governing this .w w ork will be complied.ith, whether specified herein or not. The granting of this permit does not presume to give 'authority to violate or cancel,the`'provisions of any other 'state or :local.laws regulating construction or e performance of Work., I am authorized to.si:gn for and obtain this Date: 03/2-1//1 Title: This permit shall become null and.'voi.d if the work, is not commenced within 180 days from the date of i ssuance, ' or if the W:ar. k is suspended or abandoned for a period of -180... .fr..am the' last inspection.. Project Name/Tenant: tot wPoRT P,A 4' raeSTA012 ,Nr Value of Construction: 15. DDo Site Address: City State /Zip: l"lctZa ' COT- lcE.11TE2 P iu,DAce 7UVL...)1t.J-1 , GOA . Tax Parcel Number: 2 23 y- q 06p ( Property Owner: FAc t Ftc. rnAST ra.E'STAL- VZ Ar4T'i I t-4 c . Phone: 503 - Gooc4 -2-2303 Street Address: City State /Zip: - iIC+5 StP FlR cx 22. * Dr Atit J OR. t``"1 223 Fax #: 503 •- 62119 Contact Person: JFFF (A.t . 1- ( Avt4 vv) ot•-t1) ..o- Ph ne: � 03 -226, -osgo Fax #: So3 - 27 3 86) Street Address: City State /Zip: t . . Erns -. Atie 3 PoaTLA 02. 9 Contractor:, Phone: Street Address: City State /Zip: Fax #: Architect: Atz,cN tT1=.rT'4 VAMI .Owt / of Phone: Street Address: City State /Zip: 3L1 NtaJ F(r2GT /ttJF 4 309 krta tr3f) (A . 9 20 I Fax #: Phone: Engineer: 113Tt F.NG 1 t-3E ►t Street Address: City State /Zip: (p r642._ SG LAV-E -D. MtLWAcJ tL .OR. c i ZZZ- Fax #: MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: I N "1 ec1iA►- 11CA FOR NLtO t2ESTAu -A ►.XT Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on se crate 8 1/2 X 11 paper indicatin quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ® Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO: Name: PAct IC CoA AUR.AO 1-IC • Phone: D -- p " -Zap; Address: I Cn 5 '5 t.)J t i 112. LOD �t 2co City /State /Zip: RTLAti D •, - Z 3 0 Water 0 Sewer 0 Metro 0 Standby Miscellaneous Permit Application f APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load /Hauling ❑ Curb cut/Access /Sidewalk in Fire Loop /Hydrant (main to vault) #: Size(s): in Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only WATER METER DEPOSIT /REFUND BILLING: Name: t�tCtF l.c)r15 - 2Eh.1rAOVtAA3r5 !IJ Address: 7 I (Ai 56i,,) Fitz LCoI 2co MISCPMT.DOC 7/11/96 CITY OF 7'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Phone: 5 684 - Zbo City/State/Zip: c e. - rcA4r , (52. c - 7 22 3 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. Date application accepted: Date application expires: Applic taken by: (initials) BUILDING O N R OR AUTHORIZE AGENT: Signature: kJ. ] I Date: fi r'., 28 •98 Print name: CI EFr W. (`IAMHa,.1D P 5o3' •224. o5Qo I Fax # : 503.273•: ' Address: 3 Nw riPsT rive, Suite 3d9 City/State/Zip: Pbal-04411, DE 81209 ® 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 0 Antennas /Satellite Dishes Submit checklist No: M -1 O Awnings /Canopies - No signage Commercial Tenant Improvement Permit 0 Bulkhead /Dock Submit checklist No: M -10 Commercial Reroof Submit checklist No: M -6 0 Demolition Submit checklist No: M -3, M =3a Ei Fences - Over 6 feet in Height Submit checklist No: M -9 n Land Altering /Grading/Preloads Submit checklist No: M -2 0 Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 Ig Mechanical (Residential & Commercial) Submit checklist No. M -8, Residential only - H -6, H -16 i n Miscellaneous Public Works Permits Submit checklist No: H -9 0 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 J Moving Oversized Load /Hauling Submit checklist No: M -5 in 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 J Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist . No: M -7 in Temporary Pedestrian Protection/Exit Systems Submit checklist No: M -4 in Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: : 1 1R;Aw M� r 9 LL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED A ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT A STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER A 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 ". B uilding Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed b y 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 ,07 Address: 17920 SOUTHCENTER PY Suite: Tenant: NEWPORT BAY RESTAURANT Type B-MECH Parcel #: 352304-9061. • CITY OF TUKWILA Permit No: M98-0108 Status: ISSUED Applied: 05/28/1998 Issued: 03/29/1999 kk***k*Ak Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the_jukwila_Building Division. 2. All permits, inspection.::,r:ecOdnanifiq4 plans shall be available at the : 10:: . :ttfe - ' - ilfior to iiie-s'ta:Kof any con- struction. Thesev,4oCUmeflts.,:a1",e to be maintained and avail- able until final e4nspetlon iapproval is graptti0-:-, 3. All construct ion to he done in-'conformanO*Ith igptoyed plans and,i7imuiremints.of the Uniform ButiOng Ed'ition),<as-"ameride'C Uniform'MeC6a6fcal,Co and Wastit2gto6 State Energy Code, (1997 Edition ) , 4, Validi,ty:, Plpit,,'The issuane. of a permit,or',,,a0provilof plans an'4: shall'npt!b'ecpn- strue4to.,) a Wmit...f.or, or an ,akwoval of any violation of any of the provisions of .the building code or of ,anY,,,, other7ordiriance'of th:e jurisdiction. permit presuming tp" giveautil viiilate provisions of this ,,, '- code::shalr he valid. :‘ . '-, ' -',', .!' 5. MANUFACTURERSINSTALLATIONHINSTRUCTIONS,RE0UIRED ON SITE FOR L, ,-, , ,, • F ■ / 1 ', .'t t,.,,, ,i3 : t, r. Address: 17920 SOUTHCENTER PY Permit No: M98-0103 Suite: Tenant: NEWPORT BAY RESTAURANT Status: ISSUED Type: B-MECH Applied: 05;28/1998 Parcel #: 352304-9061 Issued: 03/29/1999 AA4A********4(*****4*****1(**Ak********A*Ak*****A Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the,JukwAla,3uilding Division. 2. All permits, inspectlonr4:; plans shall be available at the job:::: to thisit con- struction. The3-eii6'eiments?are to h- main6An avail- , able until finATYtnspectloh aPproVai is 4railte 3. Al] construotj.66 t he *he in approved plans andTeluirements. Of the Uniform Building Code . : -, (197 Edition), a,s.'amended, Uniform MeChantcal-Codec1997Edition), and Washington,StateEnergy Code (1997 Editi :,', 4 Validity,of Permit. The isSwanc'e'01 a permit,oryapprovajof plansspecifications, anomputat,ions shall not ,tiecon- strue0; a permit to or ana0proval of, any violaioei of anyrof:the provisi.ons of the building code or .of any otherVordinance of the jurisdictiOnY No permit pr'esumt:hil tO* give violite provisions- 5. MANUFACTUFVS,INSI'ALLATTON JNSTRUtTIONS.REOUIRED ON.J)SIt FORTHE.B(JILDING t • • CITY OF TUKWILA ACTIVITY NUMBER: PROJECT NAME: XX Original Plan Submittal Response to Correction Letter # M98 -0108 NEWPORT BAY RESTAURANT DATE: 5 -28 -98 Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: Bu i l ding Division u lic Works . 4 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete C Comments: TUES /THURS ROUTING: Routed by Staff \PR•ROUTE.DOC 6/98 t PL �A�IE / SLIP F p revention g rZ tr C al to C Incomplete Please Route ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved C Approved with Conditions Plann+n Division Per, itoordinator DUE DATE: 6 - - 98 Not Applicable ❑ No further Review Required DATE: DUE DATE: 6 - 30 - 98 U Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: k•A147* •** A• k*• Ah• kk• k* *•kAk **kAk•A *•k•.A•k* * *A *A*• * *•kA*A * ** *** *A•k•A *k* *.k*A PANSMIT A * : CITY OF IUKWILA, WA N'\ S-C1 V k *k *Ad ** * * *A *A*kA * *k* *k *A**AAA**/rV *tkk k* A *krl k***A*0A M *.1 TRWN:3MI Number: P9800100 Amount: 47.00 07/08 /99 14:1.7 Payment Method: CASH Notation: I(ASPAR MECH. "(nit: TI.11 Permit Noy: M98 -0108 Type„ 13 -MfCH MECHANICAL_ Pg.R14IT Parcel No: 352304 -9061 Site Addr°es.tt: 17920 5OU(HCENTER PY Total Perk: ;3G2.;31 . This Payment 47.00 Total WI.L Pmts;: 362.31 qa'Iance:. • .00 4 • s1 +A*h* * *•k * * *•AAA•1A4-1iA *k *A ** * *A**•k *A* .•A*kA4*, *4*** *ofi4* *A*,171*•k*A•* Account Code Description Amount 000/322.800 BUILDING' INVESTIGATION 47.0.0 :Fh*** * ****A * *k ** *A*A*A* *kh "-k *****ph•k ** *��k*hk*A*.t* *.**4 * /.h*k CI1•Y OF T1l1CW3:LA. WA � .— M** st * *k * * *kkk ***,tiANAk.t *kk*S k•h ;t�kh�Ic NA *k***Ak* *•,l*** *h** **:t** 1 RA3••1SD1IT Number-: 19000040 Amount: 315.31 03/29/99 1t' :43 Payment Method: CHECK Notation: I;ASPAR MECHANIC( :(nits TLI3 Permit No M18 - 01.0.3 Type: 13 —MECH MECHANICAL I'El2MI f Parcel No 352304 -•9061 S i t e 'Address: 1792, $OIJTHCENT1 U PY iota] Frees: 313 k31. This Payment. 31 31x,4 'Total, ALL Pmts z 315.31 Balance: .00 * * * * * * * #•4 *AAA hair * *** * * ** * *A *:1*,* * * * * * * * *A*A•h / **A * * *•A * * * * * * ** *;14 * Account Code Desr:r i pt: i on 000/345.830 PLAN CHECK MC}N1?Efi 000/322.100 MECHANICAL •- NONRES TRANSMIT. Pro'ec / �� 1247 . T eip �� I A dp 2 so, .. . 72 : 424 er Special instructions: Date jo SI: f q �j 7 a.m. p.m.. Reques r: Phone5 621/ 17777.1777 ri*r.^',,, t ... "^*7,Diri".'r nrr's- 7Y"!"?" "It'.e '"M!v - e;tl' -- ,- ,7 . ,47,-,-`r-- 7 .r; r±r INSPECTION RECD( Retain a copy with p( , .pit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: �VtiOIY.G isr r( - -o e TV rlL/ $47 '0 REINSPECTION FEE REQUIRED. Prior to i spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rd} ct: Type of Insp • ction: ddr \ 1 s: an StAitr i Date calle.: 1 a:1- aq Specia instructions: i Date wanted: i - P D -99 6 Requester: n W l's( tS Phone: i8/ 194n INSPECTION NO. INSPECTION REC Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 COMMENTS: ce -c /,t ( pproved per applicable codes. NA8 0108 PERMIT NO. Coo"* (206)431 -3670 Corrections required prior to approval. ri $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENT 1' p of l ectio5 / (7cr /f�' 1`"7"/G' r'' Special instructions: Date wanted: - •- r� /2 `m / p.m. 'kL r c 6 (fly S A oyz5 �! � 1-100_1 2.7°4-)-- " OS Pr � 1' p of l ectio5 7,710 ( // ate cal d: -�� /p9 / �-. Special instructions: Date wanted: - •- r� /2 `m / p.m. Requester: 5/7 Phon 11 (a...5 75 .... INSPECTION RECORD "`� 4 1 g■NOi T i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. Retain a copy with permit (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to lnsp ctlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: 3P° f ..: COMMENTS: ' I-bool .� ¢ ;) UcT , !e - c P !2 - of E.t:> 0 .. 5 . 5707. - (e, `CJMG izer,deS Address: ajV St.` '- Xo- (°' T Sie-f 4r ;tee -- fi l . 'se .. ,a-ed vl, S .: . ('t. ( (i .4-7 el9 4.4#4i a.m. pm. , (,,o 1)) /2" YLA - “-IQ.• Coj S£ D0 - - - Q JJ4 -Sil o Proje t: Type of s ection: Address: ajV Date called: Special instructions: Date want : /**-_ 7 Q/ T a.m. pm. , Re estr : t!.. s Phon o y� n....O29 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 EI , Approved per applicable codes. INSPECTION REC Retain a copy with permit J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Dt317 1 M PERMIT NO. 0" (206)431 -3670 orrections required prior to approval. Project: Type of Insp I /f C Address) ' ate called: - !, Special instructions: ,..„1 /.ate wanted: a.m. p.m. Requester: 10^ j , Phone. 0 � _ 1 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION El Approved per applicably codes. !'I �My r' INSPECTION RECORR Retain a copy with permit 6300 Southcenter Blvd, #100, Tukwila, WA 98188• f146(.-c)( PERMIT PERMIT NO, (206)431 -3670 Qerections required prior to approval. COMMENTS: 7/744,e 1 4/, . ' .49i 54Ca- S// /S ,C7'7 ..� -- 4 I -367 Pr JJeFte ! r tslns e� on: S id A dr� ���fJ p Date cd�: /' Special instructions: ( t,- Di,db 4-41 Date5te j !� — p.m. R ter: s r Poe 7% ....0„9.96 INSPECTION RECOfl Retain a copy with pergtr& PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA lnsp INSPECTION NO. Ap proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / /014.4)40: r r;, _ Ofr $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Afore 7,(S. t 1'E% /TC -7`ll iC.9 be _ ,1 --,.,- *+nom.. 1 8 Date• Imo- otos 06)431 -3670 COMMENTS:` - 744 L� t r i 67(At S N " -S .S.4,1/ 1 . ,E...4 1v // I , "i'� 7-tit CziLf_ 94.I 2/770,V6 6 c.�.r4e CO-AA E) CTi0 J 4 (. / C,2 A-A L /t- - got ( € '6.- i7)c✓4-1 01116 ,- e-t/p..,. -"14 FEo 'r, ( WO' O k 7Z £ r/'1SE ' ' ---'- t-4 ftia it ,gx /-1- *iic -'r V '00> 7(0' �,� -4t. rc..rr-)4 — 694. Ts ,y i (r Z' ,/ oe2., c, P tAits , ,n & Type of Ins�ectTon: A kyi zo_. s c pefrii Date called: Special instructions: • Date wanted: a.m. p.m. Request4y;, /Q 4/ 7 Phone: .. I n INSPECTION NO. INSPECTION REC Retain a copy with Anna it CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 &� D lAq2-0 to PERMIT NO. (206)431 -3670 E Approved per applicable codes. ,r corrections required prior to approval. Ins L I . $47.00 REINSPECTION FEE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 9 Receipt No: 1l. '4.1i;JaT�.F•'. Pr 1 t / 5 ,� Type f l spe Ion: A)dr.'s . 020 / Date called: /5 Special Instructions: / Date wanted: c --/� // a �.m. `� / p.m_:.-- Request . Ph: o6 — 7g5( -6 a95 Pi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: / � n / /( ,� - f 77.E 1 . 1 s "` u c..4/, cr (A $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION REC Retain a copy with pe Corrections required prior to approval. Date: PERMIT NO. D /off (206)431 -3670 Balance Due: $ 315.31 Need Current Contractor Registration Card: X Yes [11 No Need to Enter Contractor Information in Sierra: )(Yes Ej No '' ' Project Name d g ew r" 14 T Address Retain current inspection !schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature' FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r ,A I t 4i e 2" NC • Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Suite # Da (c:// . 0/4' e T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington. 98188 • Phone: (206) 575.4404 • Fax (206) 57•4439 Project Name Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signatu"e r'INALAPP . FRM City of Tukwila Fire Department r� 1 t t �✓ � r 14 L a ,4 Ai r". 7 9 5 % ,) C7 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection 1 ,( Approved without correction notice Approved with correction notice issued/ Rev. 2/19/98 r i! �h� . . :s+.77l'T"*`^^►Lr:rn5 John W. Rants, Mayor Thomas P. Keefe, Fite Chief Permit No, i ` /c 8A Suite # fern Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 State of Washington County of 1 certify that this a true and correct copy of a document in the possession of „'c( Olc. F-(21 as of this date. Dated this ti`t day of /tilt). - cc, , 19 '2) . Signature Issued by otary Public for the State of (.r.2% Mi ;-• Residing at L My Commission Expires REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01. KASPAMC088BC 01/02/2000 EFFECTIVE DATE 01/O3/1992 KASPAR MECHANICAL CN'rRNG LTD 710 S FAWCETT TACOMA WA 98402 re • ARTMENT OF OR AND INDUSTRIES ARCI I l'I'ECI'S 'VAN U)11 ■.I,I:)�VAlil)S To: By: Cf'1'R ANSMITTAL❑MEM 0 City of Tukwila Department of Conununity Development 6300 Southcenter Blvd. Tukwila, Washington 98188 Ph: (206) 431 -3672 Fax: (206) 431 -3665 Attu: Kelcie Peterson (permit Coordinator) Enclosed I am submitting the following construction documents for Mechanical plan review: If you have any questions or need additional information please give me a call. Y ery Truly Yours, Completed permit application Full blueline sets of construction documents Full project manuals (specifications) Full sets of State of Washington Energy Calcs. Full sets of Structural Calcs. Jeff W. Hammond Project Manager ARCHITECTS VAN LOM /EDWARDS AIA, P.C. Architects: Van Loin Edwards, AIA, PC 34 NW First, Suite 309 Portland, OR 97209 503,226.059(1 fia 503.273,8699 Re: Via: Date 5/27/98 .JOl) No. 9802 Newport Bay Restaurant Parkway Supercenter 17920 Southcenter Parkway Tukwila, Washington 98188 CITY RECEIVED MAY 2 8 1998 PERMIT CENTER Total Pages: Project Info Project Address Newport Bay Date 5/27/98 Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing For Building Department Use Concrete /Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry Option, See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Applicant Name: In terface Engineering Applicant Address: 6542 SE Lake Road Applicant Phone: (503) 659 -6394 Space Heat Type 0 Electric resistance © All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 710.0 ""*" 4063.8 X 100 = 17.5 % Concrete /Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry Option, See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. 1994 Washington Slate Nonresidential Energy Code Compliance Forms Project Description Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) Vertical /Overhead Glazing Semi- heated space* Minimum Insulation R- values Roofs Over Semi- Heated Spaces* 'Refer to Section 1310 for qualifications and requirements Notes: 1994 Washington State Nonresidential Energy Code Compliance Form Envelope Summary I Climate Zone ENV -SUM 0 New Building ❑ Addition ❑ Alteration ❑ Change of Use inn -o37 Mc16- oice June, 1995 Compliance Option Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD Systems Analysis Opaque ConcreteiMasonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor Is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC 2 9.0 Btu /ft'• °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including Insulation R - value & position) U- factor RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER Al Inslatim Installed? - W E" - 19 Msoiry Iri) U0.19 N,tisanyv lts(cther) U0.25 13eloNgadevells eA) R10 Bdcwga le vells(dh) R19 Ibafs der attics R38 PH cerrroofs Rao Roars aertnmrd. Rao Sabsangrade R10 Mart c U0.60 dazing Oite is Net? G ming Y:. (Pr Prea o o U U 9 0020% 0.40 0.80 1.00 Al Indiction Installed? Cp EiRilsls P Won/grade valls cod) R10 Selosgradewils(oth) R19 Axis aerattics R38 AI caw loafs R30 Rocrataertnoad. R30 9atsa gads RIO Radant floas R10 gtaque Boas U0.60 t: wing olteria Net? Gating Mart. • Prea % U U airc 0020° /a 0.40 0.80 1.00 Envelope Summar . back) Climate Zone ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other apace heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) r tnellsRll ; -> V Qtt&a Cicr inslatIon? >o (beim) yes Yes .1. r Gto% Cdarirg? no ' I - Y PII Inahlim Installed? graddewdls e)d) R Bdtxv grade vatls(ol M1 Rxdsaerdtics R30 PII dher rods R-21 Roasaertnoondq). R19 Sateen-gab R10 Rada)!flow R10 CpCque dons U0.60 Gazing Criteria Nbl? cE -- \krt. CH Area % U U SEC CO-15% OR 1.45 1.00 15.20% 0.75 1.40 1.00 2030% 0.60 1.30 0.65 3040% 050 1.25 0.45 no Yes 1994 Washington State Nonresidential Energy Code Compliance Form rirt Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. r Gazing? no y Y Al ins' dim irldalled? w ells Irt) U0.19 Wary vdls((olhar) UO25 Belcwaadevdls md) R10 BeloNgade walls (oh) R11 Rots cker attics R30 P I other rods R21 Rocfsaeruimrxigo. R19 Saismgade R10 Rsdantfloors R10 Clue dons U0.60 .1 ) Bedric • Resdare • no l•bet? yes Gazirg 0iteda Net? Gang Vert. CH Prea % U u 9i 0015% 0.90 1.45 1.00 1520/ 0.75 1.40 1.00 2030'/o 0.60 1.30 0.65 3040% 0,50 1.25 0.45 ro yes Palk Pll OxlpUSitti�tfmrattc V sternsPeatysi rrenC aor June, 1995 Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 WAP of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating In variable air volume distribution systems. Yes no Manly' at VMIOiteliaCtQ ,>. vallsR•19 `• (bdoN) ix) •-Inalaticn?i' "rte ' r /e. no Gazing?.---. t Yes r Concrete /Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy,Tag HC ** Area (s f) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area Yes no If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other vItscern SeCIFINZIP3.TU I MAY 281 98 PERMIT CENTER ILA ' Envelope UA Calcula. ions Climate Zonel 1994 Washington Slate Nonrosldonllal Energy Code Co 3 Forms d . ENV -UA June, 1995 Project Address Newport Bay Date 5/27/98 Space Heat Type o Electric resistance ® All other For Building Department Use Glazing Area as % gross exterior wall area 17.5% Prop, 40.0% Max.Target Concrete /Masonry Option 0 Yes QQ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) rn r CD U =1.100 Plan ID:Glazing 1 U=0.600 Plan ID:Glazing 2 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 1.100 84.0 92.4 0. 600 626.0 375.6 0.750 710.0 532.5 Glazing %• Electric Resist, Other Heating 0 -15% 0.40 0.90 >15.20% 0.40 0.75 >20 -30% not allowed 0,60 >30.40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) m .2 Lo 0 -0 w 0 O 8 Q > U = D U= Plan ID: U= Plan ID: Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20-30% not allowed 1.30 >30-40% not allowed 1.25 (see Table 13 -1 for Conc./Masonry values) a o ° . 0 U= Plan ID: U= Plan ID: U= Plan ID: U = Plan ID: Opaque Doors • U =0.400 Plan ID:opaque Door U= Plan ID: U= Plan ID: 0. 900 105.0 42.0 0.600 105.0 63.0 Electric Resist. Other Heating 0.60 0.60 Roofs Over R =34.5 Plan ID :Roof 1 R= 25.6 Plan ID:Roof 2 R= Plan ID: 0.029 5433.0 157.6 0.039 1492.0 58.2 0.036 6925.0 249.3 Electric Resist. Other Heating 0.031 0.036. , Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating .0,034 0,050: ; -:. Opaque Walls' R =16.9 Plan ID :wall 1 R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: "Note: sum of Target Areas here should equal 0.059 3248.8 191.7 Target Opaque Wall Area (see back) 0.140 3248.8 454.6 ** Electric Resist: Other Heating Ordinary 0.062 0.14 Metal stud all 0.14 Conc(int) , 0.19 0.19 Conc(oth) 0.25 0.25 Below Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062. 0.14 Metal stud. . 0.11 0.14 Floors Over Uncond. Sp. R= Plan ID: R= Plan iD: R= Plan ID: R= Plan ID: Electric Resist, : Other Heating 0.029. 0.056 . Slab -on- grade R= 4.2 Plan ID:Slab Edge R= Plan ID: R= Plan ID: R= Plan ID: 0.580 395.0 229.1 0.540 395.0 213.3 Electric Resist. Other Heating F =0.54 . F =0.54 .; ' • (see Table -.13.1 for radiant floor values) :. 'For CMU walls, Indicate core insulation material. Totals For compliance: 11383.8 1146.5 Totals) 11383.8 y R O�t D 0 ;R'E sea Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed T PERMIT CENTER 98 OGa Proposed SHGC SHGC* x Area (A) = SHGC x A OG= VG= 710.0 0.900 84.0 75.6 0.900 626.0 563.4 • 6925.0 ID: Glazing 2 ID: ID: ID: ID: Glazing % Electric Resist. Other Heating 0 -20% 1.00:. 1,00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc/Masonry values) 3246.8 Vertical Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical Glazing ID :Glazing 1 0.900 84.0 75.6 0.900 626.0 563.4 • 1.000 710.0 710.0 ID: Glazing 2 ID: ID: ID: ID: Glazing % Electric Resist. Other Heating 0 -20% 1.00:. 1,00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc/Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals' 710.0 639.0 Totals 710.0 710.0 I Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing ID: ID: ID: ID: ID: ID: Glazing % Electric Resist. Other Heating 0 -20% 1.00. 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed. 0.45 (see Table 13 -1 for Conc/Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals' Totals' Climate Zo e 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Corn a Forms Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13.1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area [ 1625.5 Roofs over Attics Other Roofs Wahl 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Max Glazing Area (Table 13-1) 4063.6 ( X 40.0% I ÷ I 100 I = I 1625.5 I Target OG Area In Roofs over Attics n lesser 1625.5 Proposed Opaque Area 6925.0 Proposed Opaque Area 3248.8 I -I- -I- Other Roofs Max OG Remaining I 1625.5 Proposed OG Area y Target OG Areal Proposed VG Area Wails Maximum Target Glazing Area Target OG Area In Other Roofs 8 lesser 1625.5 Target VG Area Target VG Area I 710.0 Target Opaque Area 6925:0 Target Opaque Area i I 710.0 710.0 I Note: if there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. 3248.8 ,. Target values In shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. Juno.1995 Note: OG • overhead glazing VG ■ vertical glazing For Target 00's, the lesser values are used both here and below. I Target Areas OK I RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER Project Address Newport Bay Date 5/27/98 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed YES 1302 Space heat type: GAS If "Other", indicate on plans that electric resistance heat Is not allowed DWGS 1310.2 Semi- heated spaces Semi- heated spaces Identified on plans if allowed 1311 Insulation YES 1311.1 Insul. installation Indicate densities and clearances 3 % 5 YES 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced baits SPEC 07210 YES 1311.3 Wall Insulation Indicate R -value on wall sections; Indicate face stapling of faced balls; Indicate above grade exterior Insulation Is protected; Indicate loose -fill core insulation for masonry wails as necess; Indicate heat capacity of masonry walls if masonry option is used or If credit taken in ENVSTD; SPEC 07 210 N.A. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that Insulation does not block airflow through foundation vents YES 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected SPEC/ DWGS N.A. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab Insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate Insulation also under entire slab where req'd. by Official YES 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area ENV —S "JM ATTACdED SPECS/ DWGS YES 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings YES 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) SPEC 1313 Moisture control YES 1313.1 Vapor retarders Indicate vapor retarders on warm side SPEC/ DWGS YES 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap, retard, with sealed seams for non -wood struc. DWGS YES 1313.3 Wall vapor retarder Indicate vapor retarder on wall section DWGS YES 1313.4 Floor va retarder Indicate vapor retarder on floor section DWGS N.A. 1313,5 Crawl space vap. ref. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage YES 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping SSPES/ DWGS 1314.2 Glazing /door sealing Indicate weatherstripping S DWGS YES 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing SPEC PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) YES Envelope Sum. Form Completed and attached. Provide component performance worksheet If necessary Provide ENVSTD screen 1 output if necessary ATTAC" IED ernuair m Building Permit Platy Checklist 1994 Washington State Energy Code Compliance Forms ••• A -t 1 IR •1 , ►•1 • - 1 , 1' • ••' •11 ' • 11 110 ENV -CHK June, 1995 If "no" Is shown for any question, provide explanation: CiTY OF TUKWILA MAY 2 8 1998 PERMIT CENTER Building Permit Plar. Checklist 1994 Washington State Energy Code Compliance Forms ' A a I I * • I a - ► • 1 - • - 1 a 1 • ••- 0111 a1 - • /1 ENV -CHK June, 1995 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper , densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 RooflCeiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling Joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the Insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced bait Insulation shall be face stapled. 1311.3 Wall insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When Installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being Insulated. Insulation supports shall be installed so spacing is not more than twenty - four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation Installed outside the foundation shall extend downward a minimum of twenty -four Inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six Inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such Insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified Independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on Model Size AA or BB. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between It and the conditioned space. 1313.2 Roof/Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the Insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0,008 Inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall, Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums; Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. CITY OF MAY 2 8 1998 PERMIT CENTER Cooling Equipment Schedule Equip• ID Brand Name' Model No. . Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location AC -1 Lennox GCS24 70750 2000 Econ 9.50 104000 Roof AC -2 Lennox GCS24 85500 2200 Econ 9.00 160000 Roof AC -3 Lennox GCS24 85700 2200 Econ 9.00 160000 Roof AC -4 Lennox LGA 120 114300 3200 Econ 9.50 188000 Roof AC -5 Lennox GCS24 85500 2200 Econ 9.00 160000 Roof Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency AC -1 Lennox GCS24 70750 2000 Econ 130000 104000 80.000 AC -2 Lennox GCS24 85500 2200 Econ 200000 160000 80.000 AC -3 Lennox GCS24 85700 2200 Econ 200000 160000 80.000 AC -4 Lennox LGA 120 114300 3200 Econ 235000 188000 80.000 AC -5 Lennox GCS24 85500 2200 Econ 200000 160000 80.000 Project Info Project Address Newport Bay Date 5/27/98 CFM SP For Building Dept. Use Flow Control Location of Service Applicant Name: Interface Engineering Applicant Address: 6542 SE Lake Road Applicant Phone: (503) 659 -6394 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP HP /BHP Flow Control Location of Service Compliance Option Mechanical Summar MECH -SUM 1994 Washinglon Stale Nonrosldenlial Energy Code Compliance Forms 1994 Washington State Nonresidential Energy Code Compliance Form 1 If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 9 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s June, 1995 Project Description Briefly describe mechanical system type and features. 0 Simple System Oi Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER See Section 1421 for full description 1. System Description of Simple System qualifications. If Heating /Cooling or Cooling Only: ✓ Constant vol? [] Air cooled? ✓ Packaged sys? <54,000 Btuh or 1900 cfm? fl Split system? [] Economizer Included? If Heating Only: D <5000 cfm? <70% outside air? Mechanical Summa; (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Sydem Type •I-bating/Cooling 6 ling I-batingQy • 5000 dM? Yes nod • 70%O —.- no Complex Systems 1994 Washington State Nonresidential Energy Code Compliance Form andant Y Vol um?, `no Ye Air Cooled? no Yes I r Padeged' r 54,00013tuh • — no on 1900 drrR no r golit sr Yes Y Yes 4 snesiem ( s i t 1420 ) Alloulsd i l�fefenoe 64,000 EtuhN. > Sea 1423 'six 1900 daft , r l ex J lte Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. CITy ROF E TUK WILA MAY 2 8 1998 PERMIT CENTER Project Info Project Address Newport Bay Date 5/27/98 Capacity2 Btu /h Total CFM For Building Dept. Use SEER or EER IPLV3 Applicant Name: Interface Engineering Applicant Address: 6542 SE Lake Road Applicant Phone: (503) 659 -6394 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location Cook ACE -B 600 0.17 CV Roof EF -2 Cook Little Gem 100 60 W CV Ceiling EF -3 Cook ACE -B 1200 0.17 CV Roof Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP 1 HP /BHP Flow Control Location of Service EF -1 Cook ACE -B 600 0.17 CV Roof EF -2 Cook Little Gem 100 60 W CV Ceiling EF -3 Cook ACE -B 1200 0.17 CV Roof Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency" 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summar, MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 Project Description Briefly describe mechanical system type and features. Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14.1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Btuh ❑ Economizer included? or 1900 cfm? If Heating Only: ❑ <5000 cfm? [] <70% outside air? Mechanical Summa (back) MECH -SUM Decision Flowchart ( Sat ) SicAem Type Hating Only r 6000 di . yes no r • <70'YoO y no Ye' 1994 Washington State Nonresidential Energy Code Compliance Form Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. yCooling ardent ingCray » \,bit.me ?, -n Yee r (f Szz. 1421 Padeged- r 64,000 Btuh ' Spiit noor 1900 daft,. " errf? no Yes yes Y . ( AndudesL nbicluded?s r - Pk Ooded? no YeS Ftfererr Sec 1423 V>I sinvA S tem Atlov�ed Sad 1420 64,000 auh'- or 1900 drrfT., % y r lieCarplex Fefetence Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. RECEIVED CfY OF TUKWILA MAY 2 8 1998 PERMIT CENTER Project Address Newport Bay Date 5/27/98 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone Is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY a' 1431.1 Field assem. sys. 1Provide calculations I I 1432 Controls yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans Spec 1432.2 Temp. reset control yes 1432.2.1 Air systems Indicate automatic reset Spec n.a. 1432.2.2 Hydronlc systems Indicate automatic reset yes 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption spec n.a. 1434 Separate air sys. Indicate separate systems on plans n. a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Other n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1994 Washington State Enorgy Code Compliance Forms 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical - Comple .Systems Checklist MECH -COMP if "no" is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete Information on the requirements. Section 1432.2 list Water Temperalue Rest Controls Respired Yes Capacity of 1IW (letting Sysem Greater Titan 600,500 Illrh? No l Sultan 1411,1 rr pelt. Mull Meet Tables 14•I through 14.3 Section 1431,1 Field Yes Calculations of Assembled Total On•site liner erpipnrent? Input & Output Rerpired No Air No System Yes � • — • Serving Multiple '!.ones Section 1432,2, Supply Air Reset Controls Respired (continued on back) Juno, 1995 RECEIVED CITY OF TUKWILA MAY 281998 PERMIT CENTER Mechanical - Comple -ystems (back) MECH -COMP 1994 Washington State Energy Code Compliance Forms Yes Section 1411,4 Must he Heat Pump 1412.5 Provide Microprocessor, Heat Pump Controls ' Cooling Yes Capacity> 20,000 • Dinh? No 1994 Washington State Nonresidential Energy Code Compliance Form Heating& • Electric Cooling in one - �— Package? No Supply Mr> 5000 CFM & Outside Mr > 70 %7 No y (continued from front) Yes Application Yes Involves ' Variable Plows?, No Done F Yes Non-Electric () Electric Multi. Motor Efficiency No speed No ncl in Equipmen - -r. Motor in a . —t• Performance Multi speed • Rating? System? .•' • Healing 1 30e 1 > 225,000 Stub lr Capacity? No Cooling Yes.: Peck aged No Cooling No Total Eldg • . No Capacity > -► Rooftop ' -- r► Capacity > - -t► Capacity > 54,1100 Mull? Unit? 84,000 Dlub? 240,000 Muhl,— Ycs Section 1433 Air-Side Economizer Required Fans or Pumps > 1011P1 No Yes Yea Section 1435 Fan Powered Terminal Units Required Yes Section 1412.6 Modulating or Raged Combustion Controls Required Section 1436 50% Effective I lent Recovery System Required I Yes I Yes Section 1435 al Variable Plow Devices Required Yes VAV System? No Section 1435 Simultaneous Heating & Cooling Prohibit Section 1437 Motors Must Mee Efficiencies in Table 14.4 June. 1995 RECEIVED CITY OF TUKWIIA MM. 26 1998 PERMIT ,CENTER C . City of Tukwila Fire Department Fire Department Review Control #M98-0108 (512) June 17, 1998 Re: Newport Bay Restaurant - 17920 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) A sodium bicarbonate or potassium bicarbonate dry - chemical -type portable fire extinguisher having a minimum rating of 40 -B shall be installed within 30 feet (9144 mm) of commercial food heat - processing equipment, as measured along an unobstructed path of travel. (UFC 1006.2.7) 2. 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 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S -4404 • Fax (206) 57544139 C� City of Tukwila Fire Department Page number 2 air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2) ) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Thomas P. Keefe, Fire Chief 4. 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. Yours truly, 1 The Tukwila Fire Prevention Bureau cc: TFD file ncd L�- John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754434 OCCUPA 4T L O,40: :' ,'",6(tTTINY. AREA. TB BP.. 3 BF. . 6D M (UWO Pp@P BEA .696 DP. / ID BP: . 4 9 DWMG (RXED OEAtNGA 291 DINING Ocap•ANT LOAD • ass •. EMPLOYEE OCCUPANT LOAD . 3D' ' TOTAL ANT LOAD! .mod '.. aEXI'T WIDTH: , ON. AREA • 'DOOR NO.2 64 2 DOORN,t 32 N DooR IND.a m N. ''.. DIN. EXIT WIDTH PROVIDED: ... as M'.. •.. GMING Ek17 WIDTH REQUIRED: % D x 2 • 13A IN PUBLIC TOILETS W,C. URINALS SINKS '. OTHER MEN; RECD 2 Z Z ': PROVIDED 2 2 3 WOMEN: REQ'r 4 - 2 ,: PROVIDED ` -4 3 BUR' CMU CO COL LANDSCAPE ARCHITECT: CIENEiR,AL NOTES STRUCTURAL ENGINEERS: THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO. NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK ALL DIMENSIONS ON PLANS: ARE FROM FACE OF STUD OR CENTERLINE OF STUD UNLESS OTHERWISE INDICATED. ALL CONSTRUCTION SHALL COMPLY WITH THE 1991 UB.0 BUILDING CODE W/ STATE AMENDMENTS, AND ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. THE'CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY I ERRORS N 6TENCIES AN OR CGN6 ERROR AFTER HAY DISCOVER THE RUCTION WHIC RESPONSIBLE FO BROUGHT TO THE ATTENTION THE ARCHITECT, THE MEANS OTING ANY ERROR AFTER THE START OF CONSTRICTION F COR EC TI NOT BEEN BROUGHT TO VE CORRECNG ANY ERROR SHALL FIRST BE 'APPROVED BY THE ARCHITECT. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER ALL OTHER PERMITS SHALL BE ...RED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE: ALL REQUIRED CITY AND/OR CC , LICENSE SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL TRADE. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. S. IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEA A LL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTH PROPERLY DAM AGED BY OPERATIONS IN CONJUNCTION WITH 7HE PR08ECUTION OF THEUIGRK THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLAB DEPRESSIONS AND RAISED .R95, ELECTRICAL AND PLUMBING STUBOJTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITIES RELATED TO THIS EQUIPMENT. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER POWER LIGHTING AND TOILET FACILITIES AS REQUIRED. CITY APPROVED PLANS SHALL BE KEPT IN 4. SECURE PLACE AND SHALL NOT BE USED BY WORPIEN. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL SUBCONTRACTORS' CONSTRICTION 9E75 REFLECT SAME INFORMATION THE CONTRACTOR SHALL ALSO • MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET. OF PLANS WITH ALL REVISIONS, ADDENDUM, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. ,4135REVIAT IONS STANDARD ABBREVIATIONS AT ,ANCHOR BOLT ASPHALTIC CONCRETE (AIR COND.) ACOUSTIC TILE ABOVE FINISH FLOOR ALTERNATE ALUMINUM ANODIZED APPROXIMATELY BEAD BOARD BLOCKING. BOTTOM BEAM BEARING BRONZE BETWEEN WILT -UP ROOFING CATCH BASIN CUBIC FEET PER MINUTE CONTROL JOINT CEILING • CLEAR CONCRETE MASONRY UNITS 'CLEAN OUT COLUMN' CONCRETE CONSTRUCTION CONTINUOUS CARPET CERAMIC TILE COLD WATER DEGREE DETAIL DIAMETER DIAGONAL DIMENSION DOWNSPOUT DRAWING MECHANICAL 4 ELECTRICAL ENGINEERS: EXISTING EXPANSION .!OINT ELEVATION ELECTRICAL EQUAL EXTERIOR F FD F F FIN FUR OC FOF FOS FRP FTG FT GA GI G V GL Grp GWB GrPB'D HC HDWR HM HP HR POR HVAD HW ID IN9UL TNT IE LB 4• WALKER/DILORETO/YOUNIE, INC. 6420 SW MACADAM AvE, SUITE 360 PORTLAND, OR 91201 TEL: (503/168 -3930 FAX: (503)166 -3929 ATTN: BOB WALKER INTERFACE ENGINEERING, INC. 6542 SE LAKE ROAD MILWAUKIE, OR 91222 TEL: (5031659 -6394 FAX: 15031659 -9029 ATTN: ROB MATTESON ROBERT F. ,5 4 ASSOCIATES 6851 SE 122nd AVE PORTLAND, OR 91236 TEL: (503) 161 -3012 FAX: (503) 161 -5212 ATTN: BOB SMITH ASSOCIATED DESIGN 122 SW 2nd AvE, SUITE 300 PORTLAND, OR 9 TEL: (503) 224 -1818 FAX: (503) -6305 ATTN: SAM TAYLOR CHRISTOPHER FRESHLEY 1020 SW TAYLOR ST, SUITE 355 PORTLAND, OR 91209 TEL: .(503)222 -9881 FAX: (503) 224 -1069 ATTN: CHRISFRESHLEY FLAT (SEE PT) FLOOR DRAIN FOUNDATION FINISH FLOOR LINE FINISH FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF STUD FIBERGLAS REINFORCED PANEL FOOTING FIRE TREATED GLOSS (SEE PT) GAGE GALVANIZED IRON GALVANIZED GLUE LAM GYPSUM GYPSS UM WALL BOARD GYPSUM WALL. BOARD HOSE BIB HOLLOW CORE (HANDICAP) =WARE HOLLOW METAL HORSE POWER HOUR H EIGHT YAL' NEIGH HE VENTILATING -AC HOT T WATER KILOWATT POUNDS fi 1ROJECT TEAM ARCHITECTS VAN LOM/EDWARDS AMA, P.C. 34 NW FIRST AvE, .1TE 309 PORTLAND, OR 91209 TEL: 1503)226 -0590 FAX: (503)213-.49 ATTN: JEFF HAMMOND INSIDE DIAMETER /INSIDE DIMENSION/ INSULATION INTERIOR INVERT ELEVATION GAS./ ELECTRIC COMPANY: PHONE COMPANY:. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF. THE SITE WHILE THE JOB (SIN PROGRESS AND INTIL JOB COMPLETION. 14. ALL Deems SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A BROOM CLEAN CONDITION AT ALL TIMES. 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY. PRECAUTIONS TO ENSURE THE S AFETY GP THE OCCUPANTS AND WORKERS AT ALL TIMES. 16, THE CONTRACTOR IB SOLELY RESPONSIBLE FOR ALL CONSTRUCTION .4. AND METHOD,'.., AND SHAL L MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL' FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED:.'" PROVIDE ROUGH -IN REQUIRED IN CONNECTION WITH THE FOOD SERVICE EQUIPMENT TO POINTS INDICATED ON DRAWINGS AND FINAL CONNECTION FROM THE ROUGH- IN POINTS TO T. VARIOUS PIECES OF EQUIPMENT.. PROVIDE ALL NECESSARY MATERIALS B.104 AS lg, 14 ECT SWITCH, RECEPTACLE CAPS TO MATCH RECEPTACLES, (12' MIN POLYVINYL SHEATHED FLEXIBLE CONDUIT ON FINAL CONNECTION) PIPING, VALVES, STOPS, TAILPIECES, FITTINGS, ETC. FORA COMPLETE, OPERATING SYSTEM. 18. DECORATIVE MATERIALS; DRAPES, HANGINGS. ETC„ SHALL BE NON - FLAMMABLE OR FLMEPROCF, PER GOVERNING CODE AND /OR FIRE MARSHAL REQUIREMENTS. 19. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE GOVERNING BUILDING CODE, IN NO CASE LESS THAN 1994 UHL. CHAPTER 42 20, FIRE EMINGUISHERS ,. VERIFY REQUIREMENTS AND LOCATION$ AS SHOWN ON PLANS WITH FIRE MARSHAL FIELD INSPECTOR PROVIDE ADDITIONAL EXTINGUISHERS AS REQUIRED. 21. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL co.oRM TO THE GOVERNING BUILDING CODE, IN NO CASE LESS THAN 1994 UHT. 22. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 54 OF THE US. CONSUMER PRODUCT SAFETY C.1116610N, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIAL6 (42 FR 142,'16 CFR PART 1201, IN NO CASE LESS THAN 1994 UBL,. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDI ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (I) YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT, • EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH AND MAINTAIN AGREEMENT, CO- SIGNED BT THE CONTRACTOR TO.MAINTAIN THE ROOFING IN A WATERTIGHT,CONDITION FOR A. PERIOD OF TWO (2) YEARS STARTING AFTER DATE OF SUBSTANTIAL COMPLETION OF THE WILDING: 24, PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES; ETC MAT MAX MB MECH MED MFR MN MIN MISC MLDG MRGWB MTL N04• NAT Nc NOM NTS OC 4 O/C OD ORD PL PLAN • PL PLYWD PSF PSI PT PIP PVC Q7 RE( REIN'F REQ'D RM RO RD ROW MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEDIUM MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MOULDING iv MOIS TU RESISTANT GWB METAL NUMBER NATURAL NOT IN CONTRACT NOMINAL NOT TO SCALE BUILDING DEPARTMENT: PLANNING 4 ZONING DEPARTMENT: WATER DISTRICT: SEWER DISTRICT: HEALTH DEPARTMENT: FIRE DEPARTMENT: ON CENTER OUTSIDE DIAMETER (OVERALL DIMENSION, OVERFLOW ROOF DRAIN PROPERTY LINE (SITE PLANS) PLASTIC LAMINATE. PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT OR PRESSURE TREATED POURED IN PLACE POLYVINYL CHLORIDE QUARRY TILE RADIUS RUBBER BASE REINFORCED REQUIRED ROOM ROUGH OPENING ROOF DRAIN RIGHT OF WAY I IR CTOIRY CITY OF TUKWILA BUILDING PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA. 98188 TEL:(206) 431 -3610 ATTN: KELCIE PETERSON CITY OF TUKWILA COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98185 TEL:(206) 431 -3610 ATTN: NORA GIERLOFF, PLANNER TUKWILA WATER 600 BLVD. TUKWILA, WA 98188 TEL:(206) 433 -1863 ATTN: DAVE GRADE TUKWILA SEWER 600 MINKLER BLVD, TUKWILA, WA 98168 TEL:(206) 433 -1864 ATTN: JOHN HOWAT KONG COUNTY DEPT.. OF PUBLIC HEALTH 14350 °..E EASTGATE WAY BELLEVUE, WA 96007 TEL:(206) 296 -9 ATTN: MIKE BRATCHER TUKWILA FIRE DEPARTMENT PREVENTION AND INSPECTION 444 ANDOVER PARK EAST NKWILA, WA 96188 TEL:(206) 515.4407 ATTN: PEUGET SOUND ENERGY TEL: I- 800 -321 -4123 U.S. WEST COMMUNICATIONS TEL: (2061 345 -3399 ATTN. KEN STONER TOILET CRITERIA: (PER KING COUNTY DEFT PUBLIC HEALTH TABLE 29 -A (BASED ON SEAT COUNT/ SC S SG M SPEC sa 9/9 ST STD 8TL ST4L $TOR $USN $V T4B TOG TEMP T4G TYP T9 UBC UL UNO VD VCT vER7 VG VTR W• WIC WD W/O WP U T WLLF •.(IJ ADDITIONAL UNISEX' RESTROOM PROVIDED IN EMPLOYEE AREA TO EMPLOYEE USE ONLY/: EMPLOYEES MAY ALSO USE PUBLIC RESTROOP`a, SOLID CORE SCHEDULE SHEA :-WING SQUARE FOOT (FEET) SEMI GLOSS (SEE PT) SIMILAR • SPECFICATIONS SQUARE • STAINLESS STEEL STAINLESS' STEEL STAIN STANDARD STEEL STAIN 4 LACQUER STORAGE SUSPENDED SHEET VINYL TREADS TOP 4 BOTTOM TOP CF CURB TEMPERATURE TOWUE 4 GROOVED TYPICAL TUBE STEEL UNIFORM WILDING CODE UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE VAPOR BARRIER VINYL COMPOSITION TILE VERTICAL VERTICAL GRAIN VENT TO ROOF WATT WITH WATER CLOSET WOOD WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WELDED WIRE FABRIC 25 ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK 514,04 COPFoRM To THE REQUIREMENTS OF NEC 1994, BBC MB, UPC 1994 RESPECTIVELY CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNT ING'ALL BOOTHS, TABLEB,WALL MOUNTED SHELVES, EQUIPMENT, ACCESSORIES, CABINETS, ETC. 01LIGONE CAULK SHALL BE USED TO SEAL ALL rpre, OF MILLWORK TRIM, EQUIPMENT MOUNTING, WALL WATERTIGHT, SANITY USED OR S/S FLA9HIN IN FOOD 9ERYICE AREAS T0 PfaJDUCE A WATERTGHT, SANITARY SEAL. ' CONTRACTOR SH 2OIOAL VIDE PERMANENT LABELS AT ,L ELECTRICAL PANELS AND CONTROLS, MECHANICAL EQUIPMENT, SHUTOFF VAI:VES'. AND FIRE CONTROL EQUIPMENT, 29. FOR BUILDINGS TO BE EQUIPED WITH AN AUTOMATIC FIRE SPRINKLER SYOTEM,'THE • CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FOR SUBMISSION TO AND A PFRO vAL OF GOVERNING BUILDING DEPARTMENT AND OU NER SYSTEM SHALL BY INSTALLED IN ACCORDANCE. WITH NFPA 13 REGULATIONS. PROJECT DATA DESCRIPTION OF /WORK: CONSTRUCT NEW RESTAURANT OUILDING COMPLETE. W/ DINING, LOUNGE AND KITCHEN FACILITIES STORE LOCATION: 11,20 SOUTNCENTER PARKWAY PARKWAY SUPERCENTER RESTAURANT. PAD PARCEL NO:. 262304-9019 2623049019 TUKWILA, WASHINGTON RESTAURANT OWNER: LANDLORD BUILDING CODE: OCCUPANCY: CONSTRUCTION TYPE: FIRE SPRINKLERS: ALLOWABLE AREA: TOTAL BUILDING AREA: 'STORIES: SEAT COUNT:. (SEE FURNISHINGS PLAN) PACIFIC COAST RESTAURANTS, INC. 1165'SW. FIR LOOP, SUITE 200 PORTLAND, OREGON 91223 7E1,503) 664 -2603 FAX :(503) 620 -6149 ATTN: MARK COLCORD MSK NORTHWEST LTD,' 1690 S.W. MOH.< STREET TUALATIN, OREGON 95062 TEL:(503) 691.9500 FAX:(603) 6841212 ATTN: MASON FRANK 1994 UNIFORM WILDING CODE W/ WASHINGTON AMENDMENTS. RESTAURANT /LOUNGE A -3 5 -N FULLY SPRINYyERED 1 STORY, 6,000 S.F. PER TABLE 5 -5 INCREASE FOR SPRINKLERS (ALLOWABLE AREA x 3) • ps000 SF,I 'LEE SF, BASE WILDING 1 STORY DINING'- 202 BAR 103 TOTAL INDOOR - 305 PATIO (SEASON,/ - 40 SEE PARKWAY SIIPEROENTER MASTER PLAN 1 . VICINITY MAP NT.S. MINKLEfl'.BLVD FILE COPY I undorotand that tho Plea Check approvals are sublot to RTPN and omissions and approval A plans dues not authrldall YID Vlolition of any adapted code or ardlrano. Haupt of contractor's copy of ap D ate < ' ? 3 I n 2.:9 9 I / Penult No I - 01f)A SEPARATE PERMIT REQUIRED FOR: ❑ Mj=CHANICAL BILECTRICAL 0/ GAS PIPING CITY OF TUKWILA BUILDING DIVISION Yom— fliNAC6 ' ` ®% NTS A PRKWAY SUPERCENTER PLAN Op Q D 1' m o • air tr Olt fit U P U o f ■EI :. 0 a LAST REVISED ELI 112 M3 11.4 M5 Mb SITE PLAN - PLUMBING FLOOR PLAN - WASTE AND VENT FLOOR PLAN - WATER AND GAS FLOOR PLAN - I-IVAC MECHANICAL SCHEDULES MECHANICAL DETAILS ;i aF \ \\\ \ of RR" ir III NEWPORT R:ruRr PARKWAY pyS/ UCHP 'EpRIRC11/EF YNC1It/4 1' E1R TUKVVDLA, V V!POSY IINGTON INUEX KEY: SUBMITTAL SET CS COVER SHEET SP.I SITE PLAN AND DETAILS C.1,0 CIVIL NOTES AND DETAILS C,I.1 CIVIL DETAILS C.12 CIVIL DETAILS G,23 SITE DIMENSIONAL PLAN C33 SITE DEMOLITION PLAN C.43 SITE GRADING PLAN C53 SITE UTILITY PLAN Cb3 EROSION CONTROL PLAN L.I LANDSCAPE PLAN AND DETAILS A.I A2 A3 44 AS A Al Ab AS 4.10 All • 412 5.I S2 83 5.4 E.1 E2 E3 E.4 E5 Eb E.1 E.5 12 IA 1.4 15 Kl K2 K 3 K4 K5 Kb K1 KS K9 K10 KII KI2 KID K I4 K15 KIS KI1 CIVIL BY LANDLORD. UNDER SEPARATE PERMIT. IN TI-115 SET FOR REFERENCE CN.Y FLOOR PLAN REFLECTED CEILING PLAN ROOF PLAN SCHEDULES EXTERIOR ELEVATIONS WILDING SECTIONS WALL SECTIONS AND DETAILS MISCELLANEOUS DETAILS WINDOW, DOOR AND INTERIOR DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS PATIO / TRELLIS PLAN 4 DETAILS CI SPRONE) Iu FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAILS ROOF FRAMING DETAILS JUl. 3 1 199 AS MOTE 6IJILTINU DI SITE PLAN - ELECTRICAL FLOOR PLAN - LIGHTING FLOOR PLAN - POWER AND SIGNAL ROOF PLAN - ELECTRICAL ONE -LINE POWER DIAGRAM MECH. / KITCHEN CONNECTION SCHEDULE DETAILS - ELECTRICAL DETAILS ELECTRICAL FURNISHINGS PLAN FURNISHING DE1AILS BAR DETAILS FLOOR FINISHES PLAN RESTROOM ELEVATIONS KITCHEN EQUIPMENT PLAN KITCHEN ELECTRICAL PLAN KITCHEN PLUMBING PLAN KITCHEN BASE AND BACKING PLAN -NOT USED - KITCHEN BACKING ELEVATIONS KITCHEN DETAIL AT WALL CONTROL PLAN SOILED AND CLEAN DISH TABLE POT WASHING AND PREP AREA COOKING / PREP AREAS COOK LINE SECTIONS AND DETAILS PASS- TI-IRU COUNTER BEVERAGE / DESERT COUNTER BAR PLAN AND ELEVATIONS BAR ELEVATIONS AND SECTIONS DUCT, FANS, AND MAKE -UP AIR CURB LAYOUT II I A Z (0 2 9 T NOTES THIS SHEET 1. SEE LANDSGATAIIXCP DRAWINGS FOR EXTENT OF LANDSCAPING AID IRRI N E BY TENANT. 2. PARKING LOT LIGHTING, PAVING, STRIPING AND LANDSCAPE ISLANDS TO BE BY LANDLORD OR LANDLORD'S REPRESENTATIVE. 3. LANDLORD SHALL PROVIDE ALL UTILITES TO WITHIN (5' -0" J FRCM BUILD'Tua AT LOCATIONS SHOW ON THESE DRAWINGS. 4. LANDLORD SHALL REMOVE EXISTING PAVEMENT 45 REQUIRED FOR NEW CONSTRUCTION AND SHALL PATCH OR RE -PAVE A5 REQUIRED WHEN CONSTRICTION IS COMPLETE. 5. ONWER SHALL PROVIDE ALL SIDEWALKS, CURB., AND HANDICAPP RAMPS PER DRAWINGS AND AS REQUIRED. '.. 6. DINER SHALL PROVIDE ALL ROUGH GRADING, GRANULAR FILL AND COMPACTION AS REQUIRED. T, SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING INFORMATION. S. SEE ' FOR SCOPE OF WORK IN CONTRACT. EXISTING CURB 1 WALK -0 \')1 NEW CONCRETE SIDEWALK /LANDING _' ; NEW CONCRETE CUR. 0 GAS METER - SEE MECHANICAL DRAWINGS ®', ELECTRICAL SWITCHGEAR IN ELECTRICAL ROOM a FLOOR PLAN - SEE ELECTRICAL DRAWINGS V 5l1, GREASE INTERCEPTOR • SEE MECHANICAL PLANS I ELECTRICAL TRANSFORMER - SEE ELECTRICAL ® HANDICAP RAMP AND CURS CUT - BEE e P NEW LANDSCAPED AREA • SEE LANDSCAPE PLAN (TY, I SIGN ON ROOF ABOVE, SEE EXTERIOR ELEVATICNb II PATIO RAIL -SEE 3 /' ee ©© LEGEND - PROPERTY LINE - SET BACK LINE EXISTING CURB AND SIDEWALK N �., j I N' . I'• .I" �'. I.,' I' NEW CONCRETE SIDEWALK NEW CURB SMER - BT LANDLORD T❑ TR 8EE ELECTRICAL DRAWINGS, BUILDING FLOOD. LIGHT. c SEE ELECTRICAL DRAWINGS,AND LIGHTING SCHEDULE ON SHEET 42. 4 LANDSCAPE' LIGHT SEE ELECTRICAL DRAWINGS'. AND LIGHTING SCHEDULE ON ET A2. -•- HANDICAP PARKING SIGN • ___ -. DOWN SPOUT TO STORM SYST , TEXT. ce VERIFY LOCATION W/ ROOF PLAN AND EXTERIOR ELEVATIONS. COORDINATE MECHANICAL W' LOCATIONS SHOWN ON ARCHITECTURAL 00o GGREASE NTERCEPTOR - . . I SEE MECH. ;'- REFLECTORIZED SKaN STEEL AND PROGEIAIN'W/ BEADED: TEXNRE OR" 'BOLTED TO 2" GAL V: UNISTRUT BLUE LOR 1505 ELl TO, COLOR • 15090. INFED. IIAL STD: 5 952 "VAN ACCESSIBLE" SIGN AT VAN. SPACE.' 2" GAL, STEEL UNISTRUT EMBED MIN 21" IN GONG FTG VAN A LESSIBLE HIGHWAY WHITE SYMBOL AND TEXT TO READ PER :::: SIGN{ TO DISPLAY UNIVERSAL HANDICAP OTMpOLia TEXT TO.FEAD. YANAWTHORIZED ■VEIICLES PARKED W DESIGMATED- HANDICAPPED SPACES NO D1SPLArNW DISTRNGUISHING PLACE04RD0 OR LICENWE'PLATE0109UED FOR FHYSICALLT ,DISABLED PER80N0 MAY WE BE TOD AWAY 4T DINERS EXPENSE. TOWED' vEHIWWWW M.QY BE RECLAIMED A1' . 1 � CR 9 BY TELER -1.1 • X -I0' o , J • RETAIL (BY OTHERS) 9' -0 6' -0" 9' -0" ANDARD 518J.19 802JH001 ALL CURBS AND PARKING TO 0E BY LANDLORD. SIDE WALKS WITHIIN THIS CONTRACT SHALL MATCH NEW MALL SIDEWALKS. SEE LANDLORD CIVIL DRAWINGS. ' -•4•.• 32 oc EACH WAY TI -TICK SLAB '. .EDGE 6 "• SIN. . STRIPING DT \ EXISTING PARKING AND LANDSCAPE / ISLANDS TO REMAIN, TYP. (BY OTHERS.> p -0" 9.0' 9'-0 • •0" 9-0'. 0 11 -0° 25'-6 QSPACES e8-6 I AFINW : o = : d T na _ 1 t Ack viv SEE PLAN' •. 1MEDIUM BROOM FINISH', TOOLEC EL?GE8 , SLOPE I/4 PER FT.: :) I ' 4 CONCRETE SLAB W/ 646 x 1.4x14 wWm E XPANSION JOINTS 20 CONTROL JOINTS ON ROCK BASE PER • SPECIFICATION 02200 '. BUILDING AREA - 7.056 8F. FINISH, FLOOR ELEV. 2850 124'-3 RE T S T•1 L 9,440 S. F• PATIO TRELLIS, .E SHEET AI,: PLAZA N.1C, SEE' LANDLORD DRAWINGS EST OTHERS. ",,... mommumplimm mi immumumm llOOMMOMPM MMOICWWWMEME MIIMMOmwmUMME MMIMM••M(IUEU MMARIMMINWNME MMOMMIMANCEM EMMOGNMANIMM WAMMUMUMMEMM FOR REFERENCE ONLY NC PAVEI'1ENT'.SIGN UNIVERSAL: HC Sy MBOL PAINTED HIGHWAY UNITE, (TWO COI Y51 BACKGRouND PAINTED BLUE EQ /TL TO COLOR '15090 IN FED. STD. 5954' IMPLIED PROPERTY LINE CONC. STEPP STONES SEE DETAILQ "'NOTE" BY LANDLORD FOR UTILITIES DEMO, GRADI IVIL DRAWINGS .i SEE C.. ����� ARKW AY �F NG P s , DIMENSIONAL PLAN AND DETAILS ERMPIO' IN THIS SET SOVt PARTIAL A LY PL IN N i7 FOR REFERENCE ONLY) I/4" DEEP. x 3 0" WIDE GROOVED • 3/4 "0.C. TOOLED IN CONCRETE SURFACE IN DIRECTION OF SLOPE III R RAMP TEXTURE _ ,� i =__� (SEE C OTE) OLD JOINT RAMP SURFACE V1" 10' -0' • 91M MAX ABOVE PAV1. C e. - 1 : , ) CURB RAMF' PLAN VIEW 4' -0 STEPPING STONES 4" THICK CONCRETE STEPPING STONED POURED IN PLACE: CONCRETE, REINFORCING. FINISH AND TOOLING TO MATCH SIDEWALKS, TYP. J14025 PROPOSED SD FP • • • 0 LEGEND STANDARD CURB PROPERTY LINE(PL) OR RIGHT. OF WAY(R/W) SAWCUT • EASEMENT LINE (EL) CENTER UNE (V) SANITARY SEWER STORM DRAIN ., WATER FIRE PROTECTION GAS _- _- GS _... REMOVE EXISTING UTILITY - UNE \\ \\ \\ REMOVE STRUCTURE X FENCE - -- MANHOLE O CLEANOUT o CATCH BASIN 0 VALVE ° V, METER F-1 VLT FIRE HYDRANT a FIRE DEPARTMENT CONNECTION CAP DRAINAGE FLOW LIGHT FIXTURE. UTUTY VAULT ' ..EXISTING BUILDING AREAS. TO BE DEMOLISHED CONCRETE SIDEWALK ''..AC. PAVEMENT 11. 18. RAILROAD TRACKS EXISTING SS SD WT yy_ . D. \9f\q1 CT S\ 019C'.)V GENERAL NOTES 1. SURVEY PROVIDED. BY CHADWICK AND WINTERS LAND SURVEYING, INC., DATED AUGUST 14, 1997. ALL ELEVATIONS ARE, BASED UPON THE VERTICAL DATUM NAVD' 88, DERIVED FROM TIES TO 'NGS. N 254 RESET 2 1974" 2. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE ;CONDITIONS PRIOR TO CONSTRUCTION. ' 3. CONTRACTOR. SHALL VERIFY', FINISHED FLOOR ELEVATIONS OF BUILDINGS PRIOR. TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS. 4. ALL CONSTRUCTION AND MATERIAL SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS.. OF THE 1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, WASHINGTON STATE CHAPTER APWA, AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE 1991 UNIFORM PLUMBING CODE AS ADOPTED. BY THE STATE OF WASHINGTON. ALL OFFSITE AND PUBLICLY OWNED ONSITE WORK SHALL CONFORM TO THE CITY OF TUKWILA PUBUC DESIGN TANDARDS. 5. ALL WORK -SHALL CONFORM TO ALL APPLICABLE FEDERAL STATE, LOCAL CODES, AND CITY OF TUKVALA STANDARDS, ORDINANCES AND REGULATIONS INCLUDING. NECESSARY PERMITS AND. INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES, WHICHEVER IS MORE RESTRICTIVE. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTON. 7. THE CONTRACTOR SHALL . BE RESPONSIBLE FOR COORDINATING ALL SCHEDULING AND ALL WORK WTH THE OWNER. 8. EXCAVATORS MUST COMPLY WTI ALL PROVISIONS OF RCW 19.122 TO 757.57 INCLUDING NOTIFICATION OF ALL PERTINENT COMPANIES OR AGENCIES (1 -800- 424 -5555) OF. UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, SO THAT SAID UTILITIES MAY BE ACCURATELY LOCATED BEFORE COMMENCING ANY EXCAVATOR. 9. THE LOCATION OF EXISTING UNDERGROUND UTIUTES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. POTHOLE ALL CROSSINGS AS NECESSARY BEFORE CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION. 10. BEFORE BACKFIWNG ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT. LOCATOR AND DEPTH. ANY AND ALL DISCREPANCIES IN EXISTING UTUIIES SHALL BE SURVEYED AND RECORDED. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW. FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE.- ELEC., ETC.). TO ICLEAR ANY EXISTING OR NEW GRAVITY DRAIN UDUTIES (STORM. DP AIN, SANITARY SEWER, ETC.) IF CONFUCT OCCURS. CONTRACTOR TO REFERENCE SOILS REPORT BY GEOENGINEERS DATED SEPTEMBER 23 1997.' FOR THE SITE SOILS CONDITIONS, AND SOIL PREPARATIONS. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE I WORK. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE USED AS NEEDED. THE CONTRACTOR SHALL ADHERE:- TO CITY OF TUKWILA AS NECESSARY FOR EROSION CONTROL MEASURES.. TIE CONTRACTOR IS. RESPONSIBLE FOR MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTOR MATERIALS AND DEBRIS, AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY CONTRACTOR, AT ALL TIMES, PER MUTED. USE AIR ENTRAINED CLASS 3,000 PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS. MINIMUM SIDEWALK THICKNESS SHALL BE 4- INCHES. MINIMUM DRIVEWAY THICKNESS SHALL BE 6- INCHES. NOTIFY CITY INSPECTOR GREG VILLANUEVA (433 -0179) 24 HOURS BEFORE STARTING WORK; ALSO, A PRECONSTRUCTION MEETING WITH DEVELOPER. HIS ENGINEER AND CONTRACTOR AS WELL AS THE CITY REPRESENTATIVE IS RE•UIRED. • CONTRACTOR TO COORDINATE THE CITY OF TUKWILA TO COORDINATE CONDUIT INSTALLATION ALONG 180th AVENUE AND SOUTHCENTER. PARKWAY. CONTACT STAN ANDERSON (433 - 1862). ABBREVIATIQNS AC. ASPHALT CONCRETE ARCH.' ARCHITECT BLDG.'! l i BUILDING i BOW' BACK OF WALK, BV . BUTTERFLY VALVE CB CATCH BASIN CENTERLINE CL. CLASS. CO. CLEANOUT CONC.. - CONCRETE CONST. CONSTRUCTION /CONSTRUCT CONT. CONTINUOUS COT CITY OF TUKWILA. COTE CLEANOUT TO GRADE CSP ' CONCRETE SEWER PIPE DET. DETAIL DEPT. DEPARTMENT DIA., 0 DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE D/W DRIVEWAY DWG. DRAWING E. EAST EA. EACH EG EXISTING GROUND E/L EASEMENT LINE EL- ELEVATOR ELEC ELECTRICAL ETC. ETCETERA EXIST. EXISTING FDC. ARE DEPARTMENT CONNECTION SPEC. FF. FINISH FLOOR FG FINISH GRADE - FH FIRE HYDRANT FP FIRE PROTECTOR FT. FOOT FTG. FOOTING G GAS GV GATE VALVE HORIZ. HORIZONTAL IE INVERT ELEVATION IN. INCH LF I LINEAL FEET LP LOW POINT LT. LEFT MAX. MAXIMUM MECH. MECHANICAL MFG.' MANUFACTURER MA MN. MISC. N.E. NO. N.T.S. 0.D. ORIG. PC PER PIV PA PSI PVC PVM'T REINF. RES O RT. R/W S. SCHED. SD SDMH )SED MA SHT. STD. S/W TC TP TEMP. TYP. UE UP UT U.N.O. VERT. W W/ W/O MANHOLE MINIMUM MISCELLANEOUS NORTHEAST NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER ORIGINAL POINT OF CURVATURE POINT OF CURB'S RETURN VALVE W/ POST INDICATOR PROPERTY LINE PRESSURE SEWER POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING REQUIRED . RIGHT RIGHT OF WAY SANITARY SEWER SLOPE SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SHSEDIMEET ENT MANHOLE SANITARY MANHOLE SPECIFICATION. STANDARD SIDEWALK STEEL TELEPHONE TOP OF CURB TOP OF PAVEMENT TEMPORARY TYPICAL UNDERGROUND ELECTRICAL UTILITY POLE UNDERGROUND TELEPHONE UNLESS OTHERWISE NOTED VERTICAL WATER WITH WITHOUT WATER VALVE', CONSTRUCTION NOTES 1. ACTUAL ONES AND GRADES SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF WASHINGTON. BASED ON DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., .CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA ALL LANDSCAPING, CURBS AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 3. SUBGRADE AND TRENCH BACKFlLL SHALL BE COMPACTED TO AT LEAST 95R OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0 -698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 4. FILLS SHALL BE PLACED IN ACCORDANCE TO SECTION 2- 03.3(14)C OF THE 1996 STANDARD SPECIFICATIONS, FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 5. TRENCH BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFlLL DETAIL FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 6. CONNECTIONS TO EXISTING UTILITIES SHALL CONFORM WITH THE STANDARD SPECIFICATIONS OF WASHINGTON CHAPTER APWA, SECTION 208, 'WORK ON EXISTING SEWERS AND STRUCTURES", AND THE CITY OF TUKWILA PUBUC WORKS STANDARDS. 7. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. 8. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE BY THE USE OF A LASER. 9. ALL WATER AND FIRE PROTECTOR PIPE SHALL HAVE A MINIMUM 30 -INCH COVER TO THE FINISH GRADE. 10. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND TESTED IN ACCORDANCE WITH THE WASHINGTON STATE DEPARTMENT OF HEALTH AND AWWA C651 THROUGH C654, AND THE CITY OF TUKWILA PUBLIC WORKS STANDARDS. 11. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. 12. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO FINISHED GRADE. 13. ANY AND ALL VAULTS IN PAVEMENT AREA MUST HAVE TRAFFIC RATED LIDS. 14. ALL FIRE AND TRUCK LANES MUST BE PAVED WITH A 'HEAVY' PAVEMENT SECTION. ALL DRIVE LANES AND PARKING ISLES ARE TO BE PAVED WITH A 'LIGHT' PAVEMENT SECTION. REFER TO THE CITY OF TUKWILA AND THE ARCHITECT FOR DESIGNATION FIRE AND TRUCK ROUTES. 15. ANY DISCREPENCIES IN SIZE, LOCATION AND INVERTS OF EXISTING UTUTES NEEDS TO BE BROUGHT TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, AND OTT ENGINEERS. 16. i ALL NEW ASPHALT CONCRETE SHALL BE PLACED AT A MINIMUM SLOPE OF 1.5R ANY DISCREPENCIES. SHALL BE BROUGHT TO. TIE ATTENTION OF KPFF 'CONSULTING ENGINEERS. 17. - CONTRACTOR TO FLUSH EXISTING AND NEW STORM SYSTEM MTH WATER AND VACUUM EXISTING CATCH 'BASINS IF NECESSARY. 18. CONTRACTOR TO CLEAN STREETS AND PAVEMENT AREAS DURING CONSTRUCTION TO INSURE. NO REMAINS. STREET SHALL BE CLEANED BY 3 PM DAILY. WATER TRUCKS WILL NOT BE ALLOWED 19. CONTRACTOR TO USE AND REFER TO CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FOR DETAILS NOT SHOWN' IN THIS' PLAN SET. MATERIAL NOTES 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS NIFNDED TO ESTABUSH STYLE, QUALITY, APPEARANCE. AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER AND THE CITY PRIOR TO INSTALLATION, 2. PRIVATE WATER MAINS AND FIRE PROTECTION MAINS SHALL BE DUCTILE IRON PIPE CONFORMING TO AWWA C151, CLASS 52. : 3. SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM 3034 SOR 35, UP TO 15 IN., CONCRETE PIPE SHALL COMFORM TO ASTM C14, CLASS 2. 4, CATCH BASINS SHALL BE MANUFACTURED BY PIPE, INC. OR APROVED EQUAL REINFORCED CONCRETE COLLARS SHALL.. BE. INSTALLE. PER DETAIL 5. PRIVATE STORM SEWER PIPE SHALL BE ADS N -12, UP TO 15 IN., OR CONCRETE PIPE CONFORMING TO ASTM C14, CLASS 2. STORM SEWER IN RIGHT -OF -WAY SHALL BE REINFORCED CONCRETE, CONFORMING TO ASTM C76, CLASS 3. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE CURRENT WASHINGTON. STATE DEPARTMENT OF HEALTH. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18' MINIMUM CLEARANCE. BETWEEN OUTSIDE DIAMETERS OF PIPE WITH - ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS, PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12' MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY 'CROSSINGS. AND 12' HORIZONTAL PARALLEL'. DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10', HORIZONTAL SEPERATION, THE WATER MAIN 'SHALL BE LAID ON A SEPARATE SHELF IN THE. TRENCH 18'. INCHES ABOVE THE SEWER. EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATON CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, RESTRICTORS. CHANNELS, RETENTION FACIUTIES, UTUTES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC. PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIUTES IS THE RESPONSIBILITY CF THE CONTRACTOR PERM NENTVEGETATION/LANDSCAPING C SOESTABUSHED.D AND APPROVED, AND 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL' BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE - CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH. ALL CLEARING AND GRADING ACTIVITIES, AND IN. SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS. OR VIOLATE APPUCABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES FACILITIES BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE. SITE. 6. THE ESC FACIUTES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT, 8. AT NO TIME SHALL MORE THAN ONE FOOT' OF SEDIMENT BE ALLOWED TO I ACCUMULATE WITHIN A TRAPPED CATCH BASIN. AU. CATCH BASNS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN. WATER INTO THE DOWNSTREAM SYSTEM. 9.' STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE'. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE. DURATION OF THE PROJECT. o , . , ,GOn•Ir6n4 ' 111 S.W. 24tH Avenue SIi1M 2600 FOrf1•tM, 01 9WE . 87204 603-227 -3261 FAX 603.227.7480 W H Z W 0 CL cn PROJear ND. 1'1014 DRAWN TOY I 66W3AL/f+F• CHOCKED Wf RJ6 DAM I /16/06 FEVOION PERMIT 001 I@F T51GN 4/6/16 4/14/06 SII4flbo 74 .IS SEWER X71 AN\E � AZ D CIATES ARCHITECTS, P.C. 0000 SU won= FAX MI 100 CIVIL [VOTES AND DETAILS RESURFACING MATCH. EXIST. SECTION MIN. 2 CLASS - "C" A.C. PAVED AREAS UNPAVF' AREAS DETECTABLE WARNING TAPE FOR NON- METALLIC PIPE CLASS "Er (X " - O GRANULAR) BACKFILL CLASS "A" J a (NATIVE ACKFlLL) MANHOLE FRAME AND CL •R AS SPECIFIED 1 2" BOTTOM RISE MAX 12" MIN. 24 " MAX. BOTTOM RUNG PACKING MATERIAL TO CONTAIN CONCRETE NOTES; 1. DISTANCE MEASURED FOR FR FROM THE BODY OR PORT EXTENDED. STREET UGHT POLES WILL BE MEASURED FROM ELEVATED POLE BASE �. 2. SECOND ARC WILL BE MADE TANGENT TO EAST. S AND THE PREVIOUS ARC. 3. S/W AND CONC. WILL BE BUILT TO THE COT DETAIL RS-11. SIDEWALK EXTENSION FH OR STREET LIGHT' SAWCUT LINE EXIST. A.C. NOTE• 1. CLASS 'A' BACKFlLL SHALL BE COMPACTED IN LANDSCAPE AREAS 2. CLASS 'B' BACKFILL SHALL EXTEND 1' BEYOND CURBS, PAVING. OR GRAVEL SHOULDERS. PLACE CLASS "B" BEFORE CLASS "A" BACKFILL PIPE BEDDING & BACKFILL NTS STANDARD MANHOLE BASE NTS GRADE RING AS / REQUIRED. PRECAST OR CAST 12" COMPACTED X " -0 IN PLACE BASE. GRAVEL OR CRUSHED 3000 PSI MIN CONC. ROCK TIP. STANDARD MANHOLE DETAIL MANHOLE NOTES NJS 1. BOTTOM PRECAST CONCRETE RING SHALL BE SET INTO BASE AND LEVELED AS CONCRETE TAKES ITS INITIAL SET. MORTAR JOINT TO ENSURE BOND. 2. SET MANHOLE FRAME IN W MORTAR. 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS SHALL CONFORM TO ASTM C478 SPECIFICATIONS. 4. SLOPE OF ECCENTRIC CONE SHALL FOLLOW FINISH GRADE. 5. ALL STORM MANHOLES SHALL HAVE RINGS AND CONES SET IN )4` MORTAR; JOINTS SHALL BE MORTARED INSIDE AND OUT AND COATED WITH AN APPROVED CURING COMPOUND. P MIN. IN 0 PIPE NC. PI TO BE ABANDONED MOUND FOR SETTLEMENT f UNLESS OTHERWISE SPECIFIED OR DIRECTED GROUT FRAME 5 PRECAST CONC. CONE 7 r-PREFORMED PLASTIC OR RUBBER RING JOINT MATERIAL GROUTED JOINTS MAY BE USED FOR STORM DRAINS- PRECAST MANHOLE SECTIONS BASE SECTION 12 "MAX 8" MAX. 'fYP. 12" THICK 3000 P.S.I. CONC. BASE, TYP. FILTER FABRIC TO BE PLACED UNDER EACH GRATE MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT CATCH BASIN NTS NTS -RIM SEDIMENT MANHOLE NTS BIOFILTER BAGS. AREA DRAIN N`(S NOTE: CONTRACTOR TO PROTECT ALL CATCH BASINS IN CONST. ZONE DURING CONST. EROSION PROTECTION 2 NO. 5 HOOPS 5 REBAR 12" CRUSHED ROCK 8" THICK PRECAST CONC. SLAB TO OIL/WATER SEPARATOR City of Tukwila CATCH BASIN TYPE 1 . 44 DATE: 11/21/96 D5 -25 Pacific International PiAe Enterprises, Inc. ',mum sam 755 NE CdUmbla Bbd. $0312 Dol. Hwy.. (PO Bar 11305) (PO Bar 51249) ,...) .. 071211 711 01197304 ..,,, ,3-0391 (303 SOB•7350 .3,. 0 P800603 fAT 1d00d512 -0339 Separator Media COALESCING PLATE STORM W ATER SEPARATORS 1. Above Capacities as Based U. SS Degree Angle of Ioranaden 2. LRger Capaedes are Medal. Flow Baffle On 0uuet .dge Ruuet Water Islet Separator Vault by PIPE INC. mdd • Md. PIMA '..'.E.M.aA cnadd seem. :Mad. FS. mo e 0 P to OPM 110 GPM ri GPM WO GPM 1.0 PM ae•. re 'n . 600 OPM TAO OPM 10� , I39' ew Mr w.w o0 ouu.t Duvet ake ehe aW a• City of Tukwila CLEAN -OUT DATE: 11/22/96 SS -2 emmi •T I er .0 r. Inw was Ker ee a soot to a In urr, MOP Pn a u n ..PrO im v .,"Lopro er .m 2121 : .wn .w 122111212 ' +u:m rmu mxn wr 2112222128 .1m u.ewaer mom ,o, aA'.w>r W wim sr arc orow¢q wr a Adm.° roe tuaxwe asseane,o ion a rondo et Mr an rant.. City of Tukwila COMMERCIAL DRIVEWAY DATE: 11 /1S /96 RS -9 LANDSCAPE „Ill CONC. SCUPPER )¢'R BACKFILL TO TOP OF CURB 1'R SUBGRADE 3" CLASS "B" AC 6" OF 1" -MINUS AGGREGATE BASE COMPACTED SUBGRADE .HEAVY PAVEMENT SECTION N. STANDARD CONCRETE CURB NTS 6" EXPOSURE 4" THICK CONCRETE SIDEWALK NOTE: 1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5 ". STANDARD CURB & SIDEWALK NTS AGGREGATE LEVELING COURSE GGREGATE BASE 2" OF j( " -0 AGGREGATE BASE COMPACTED SUBGRADE STANDARD CURB 4" OF W( " -0 AGGREGATE BASE COURSE EDGE OF RAMP ,....../----- STD. 16" CURB T ASPH O BE ALT FLUSH AT PLAN VIEW A.C. PAVING CURB RAMP TO HE VARIES FLUSH WITH ASPHALT A.C. PAVING --' AGGREGATE BASE- .fie � — SUBGRADE DEPRESSED CURB SECTION CURE NOTES: 1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5 ". 2. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1X" LONG BY )R" WOE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB, THE GROOVES SHALL BE ){1" DEEP BY X1" WIDE. CURB RAMP N7$ 3" 8" 6" 6" 6" 3" LANDSCAPE PLANTER URB END TOP SOIL /A.C. MATCH TOP OF CURB AT PARKING LOT SECTION A —A CONC. CURB SCUPPER DRAIN O(O& 2" CLASS 'B" AC 4" OF 1" -MINUS AGGREGATE BASE COMPACTED SUBGRADE LIGHT PAVEMENT SECTION Qm Coneu6hg angina. 111 3,11i. Filth Avenue Suite 2600 Portland, Oregon 97204 603- 227.3251 FAX 503427 -7950 PROJECT N 9'1079 DRAWN BY CHECKED BY R")S DATE MOON g PEWIT SET REVISION 4/6/45 /N6 5/141W uoy ' ievs BENKER STANGE ASSOCIATES ARCHITECTS. PAC. MOO en seseminl NEE MD Ltd CMS FAX W'01116 ■.1 97079 -2 MBK NORTHWEST BACK OF WALK 4' 5'IF X > 4 ,Zt 01 ,8 5318VA ' BLDG. FACE, OR OBSTRUCTION (U.N.O.) a s V IF X < 4' .. Y�, TYP, =OTH a S hO RESURFACING MATCH. EXIST. SECTION MIN. 2 CLASS - "C" A.C. PAVED AREAS UNPAVF' AREAS DETECTABLE WARNING TAPE FOR NON- METALLIC PIPE CLASS "Er (X " - O GRANULAR) BACKFILL CLASS "A" J a (NATIVE ACKFlLL) MANHOLE FRAME AND CL •R AS SPECIFIED 1 2" BOTTOM RISE MAX 12" MIN. 24 " MAX. BOTTOM RUNG PACKING MATERIAL TO CONTAIN CONCRETE NOTES; 1. DISTANCE MEASURED FOR FR FROM THE BODY OR PORT EXTENDED. STREET UGHT POLES WILL BE MEASURED FROM ELEVATED POLE BASE �. 2. SECOND ARC WILL BE MADE TANGENT TO EAST. S AND THE PREVIOUS ARC. 3. S/W AND CONC. WILL BE BUILT TO THE COT DETAIL RS-11. SIDEWALK EXTENSION FH OR STREET LIGHT' SAWCUT LINE EXIST. A.C. NOTE• 1. CLASS 'A' BACKFlLL SHALL BE COMPACTED IN LANDSCAPE AREAS 2. CLASS 'B' BACKFILL SHALL EXTEND 1' BEYOND CURBS, PAVING. OR GRAVEL SHOULDERS. PLACE CLASS "B" BEFORE CLASS "A" BACKFILL PIPE BEDDING & BACKFILL NTS STANDARD MANHOLE BASE NTS GRADE RING AS / REQUIRED. PRECAST OR CAST 12" COMPACTED X " -0 IN PLACE BASE. GRAVEL OR CRUSHED 3000 PSI MIN CONC. ROCK TIP. STANDARD MANHOLE DETAIL MANHOLE NOTES NJS 1. BOTTOM PRECAST CONCRETE RING SHALL BE SET INTO BASE AND LEVELED AS CONCRETE TAKES ITS INITIAL SET. MORTAR JOINT TO ENSURE BOND. 2. SET MANHOLE FRAME IN W MORTAR. 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS SHALL CONFORM TO ASTM C478 SPECIFICATIONS. 4. SLOPE OF ECCENTRIC CONE SHALL FOLLOW FINISH GRADE. 5. ALL STORM MANHOLES SHALL HAVE RINGS AND CONES SET IN )4` MORTAR; JOINTS SHALL BE MORTARED INSIDE AND OUT AND COATED WITH AN APPROVED CURING COMPOUND. P MIN. IN 0 PIPE NC. PI TO BE ABANDONED MOUND FOR SETTLEMENT f UNLESS OTHERWISE SPECIFIED OR DIRECTED GROUT FRAME 5 PRECAST CONC. CONE 7 r-PREFORMED PLASTIC OR RUBBER RING JOINT MATERIAL GROUTED JOINTS MAY BE USED FOR STORM DRAINS- PRECAST MANHOLE SECTIONS BASE SECTION 12 "MAX 8" MAX. 'fYP. 12" THICK 3000 P.S.I. CONC. BASE, TYP. FILTER FABRIC TO BE PLACED UNDER EACH GRATE MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT CATCH BASIN NTS NTS -RIM SEDIMENT MANHOLE NTS BIOFILTER BAGS. AREA DRAIN N`(S NOTE: CONTRACTOR TO PROTECT ALL CATCH BASINS IN CONST. ZONE DURING CONST. EROSION PROTECTION 2 NO. 5 HOOPS 5 REBAR 12" CRUSHED ROCK 8" THICK PRECAST CONC. SLAB TO OIL/WATER SEPARATOR City of Tukwila CATCH BASIN TYPE 1 . 44 DATE: 11/21/96 D5 -25 Pacific International PiAe Enterprises, Inc. ',mum sam 755 NE CdUmbla Bbd. $0312 Dol. Hwy.. (PO Bar 11305) (PO Bar 51249) ,...) .. 071211 711 01197304 ..,,, ,3-0391 (303 SOB•7350 .3,. 0 P800603 fAT 1d00d512 -0339 Separator Media COALESCING PLATE STORM W ATER SEPARATORS 1. Above Capacities as Based U. SS Degree Angle of Ioranaden 2. LRger Capaedes are Medal. Flow Baffle On 0uuet .dge Ruuet Water Islet Separator Vault by PIPE INC. mdd • Md. PIMA '..'.E.M.aA cnadd seem. :Mad. FS. mo e 0 P to OPM 110 GPM ri GPM WO GPM 1.0 PM ae•. re 'n . 600 OPM TAO OPM 10� , I39' ew Mr w.w o0 ouu.t Duvet ake ehe aW a• City of Tukwila CLEAN -OUT DATE: 11/22/96 SS -2 emmi •T I er .0 r. Inw was Ker ee a soot to a In urr, MOP Pn a u n ..PrO im v .,"Lopro er .m 2121 : .wn .w 122111212 ' +u:m rmu mxn wr 2112222128 .1m u.ewaer mom ,o, aA'.w>r W wim sr arc orow¢q wr a Adm.° roe tuaxwe asseane,o ion a rondo et Mr an rant.. City of Tukwila COMMERCIAL DRIVEWAY DATE: 11 /1S /96 RS -9 LANDSCAPE „Ill CONC. SCUPPER )¢'R BACKFILL TO TOP OF CURB 1'R SUBGRADE 3" CLASS "B" AC 6" OF 1" -MINUS AGGREGATE BASE COMPACTED SUBGRADE .HEAVY PAVEMENT SECTION N. STANDARD CONCRETE CURB NTS 6" EXPOSURE 4" THICK CONCRETE SIDEWALK NOTE: 1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5 ". STANDARD CURB & SIDEWALK NTS AGGREGATE LEVELING COURSE GGREGATE BASE 2" OF j( " -0 AGGREGATE BASE COMPACTED SUBGRADE STANDARD CURB 4" OF W( " -0 AGGREGATE BASE COURSE EDGE OF RAMP ,....../----- STD. 16" CURB T ASPH O BE ALT FLUSH AT PLAN VIEW A.C. PAVING CURB RAMP TO HE VARIES FLUSH WITH ASPHALT A.C. PAVING --' AGGREGATE BASE- .fie � — SUBGRADE DEPRESSED CURB SECTION CURE NOTES: 1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5 ". 2. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1X" LONG BY )R" WOE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB, THE GROOVES SHALL BE ){1" DEEP BY X1" WIDE. CURB RAMP N7$ 3" 8" 6" 6" 6" 3" LANDSCAPE PLANTER URB END TOP SOIL /A.C. MATCH TOP OF CURB AT PARKING LOT SECTION A —A CONC. CURB SCUPPER DRAIN O(O& 2" CLASS 'B" AC 4" OF 1" -MINUS AGGREGATE BASE COMPACTED SUBGRADE LIGHT PAVEMENT SECTION Qm Coneu6hg angina. 111 3,11i. Filth Avenue Suite 2600 Portland, Oregon 97204 603- 227.3251 FAX 503427 -7950 PROJECT N 9'1079 DRAWN BY CHECKED BY R")S DATE MOON g PEWIT SET REVISION 4/6/45 /N6 5/141W uoy ' ievs BENKER STANGE ASSOCIATES ARCHITECTS. PAC. MOO en seseminl NEE MD Ltd CMS FAX W'01116 ■.1 97079 -2 MBK NORTHWEST City, of Tukwila STEEL CASING MORTAR SEAL BETWEEN PIPES ALL AROUND NOTE 1: enZA T l`c R 9 12 CEDAR BLOCKS CONTINUOUS EXCEPT • AT JOINTS. BAND TO PIPE AT 5' MAX. CENTERS MIN. 2 STAINLESS STEEL BANDS PER SECTION SECTION A —A SAND CARRIER PIPE STEEL CASING 16 "0 X /16 WALL STEEL CASING CARRIER PIPE PIPE CASING DETAIL NTS 4 ON 202 LID PETER BOX NETER .20Z ELEVATION END VIEW GENERAL NOTES: SAND • xEE F `' .. . P S T wN3 xrcx m n oes _ es oe Ess w EWrv NETEE sETTEN To eE A"""° !{ rlc clrr "'"T" PN,o4 r! .AENr,LL TEL LOCi®1 VOA w OTT STNwals. T. eue..l. w aquw Emrn Too PSU a<mx !lard. City of Tukwila CONCRETE BLOCKING (PAGE 1 OF 2) .N mr DATE: 11/22/96 WS -1 Tukwila CONCRETE BLOCKING. (PAGE 2 OF DATE: 11/22/96 2 Nom: TON IS TOP UPS ON COMO LT40 Wen.[ PIPE. x, 232.21442 TO R PEE-T22020 City of Tukwila DATE: 11/z6/96 FULL BODIED. CAST ON TAPPING TEE AND VALVE WS -6 DLO ! aloxrz a �j gxJU �,e �� � m Eauw�uuEU�ty jn -ijx� COMMON !JJ �IIpa'' som a• oar. oNnxE it a[�e. rz� vuvE 79+7.1-n. A M>9PNI] !Wll OE EgNPFO n,M TNV 3 I - .3 {. NOlC POOIS m0 OBE 3' STOPiz WuvfR O�NaOC PCM, Nx0 slMl1 >M I/� WNOSpv OPp� WT OP[MNC xYl. K A !' W. 101EOu p LOTON N10 ! I /.' 4.VN .LLK CRVNy INO SIVLL INVF 10' Net GIdE I%u� N MC OEMOI tt ME w aeewpE Pone. xE E uo "" 1 % 7 . s 7 n wsrAUEO. EwE xwwxr wu !E Inarm AN NEUDON '"'"T em" IPI ro LOSE TO PNOPm ttxE., C. cr w WSr %hoes r0 BE POI me sums. P2/22 NO Mg xe tameas or non. uuVK eta mac mo urc ona w.xcE. O WNW, 41104120, nnMVI! OA NOM= WOO LPON N A nEOAT Or A MO-UT OWL K MILT NATIO L ocrot OcNNm OW1, NO NNNTOT Palm am.... FIRE HYDRANT ASSEHBLY. City of Tukwila + ELTmva DETAN. DATE: 11/22/99. wS -4' ..0 riLq OIOf CC E" W a I," I z W 0 ';g1 CC 0 c CC 0 P ROJECT NO. D EANE BY 9'10'/9 t CHECKED BY RJ6 DATE 4/6/MD t PGR RT SGT RCV1N1014 4/14/90 BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 1400 LAKE PAX ate 47041111 CIVIL D ETAILS __ 11= Consulting Enamors i11 S.W. Fifth. Avenue Suite 2600 Portland, Oregon 97204 603.227 -3261 FAX 503- 227 -7960 CURVE RADIUS LENGTH DELTA C1 C71 2.00' 20.00' 3.14' 26.49' 9000'00" 7552'45" C72 C73 3.00' 5.00' 5.45' 6.62' 104'09'24" 75'5016' C74 C75 25,00' 3.00' 39. 27' 5.45 90'00'07' 104 '09 24 -' C76 C77 1.25 10.00' 193' 2.48' 180153" 1412'02' C77b C78 12.00 12.00' 18.87 18.82' 90 '07 05 8952'55' C79 C80 5.00' 2.00' 9:65' 2.42' 11016'28 692312' C81 C82 8.00` 5.00' 12.57' 15.71' 90'00'00' 18000'01' 083 C84 5.00' 8.00' 7.85' 9.85' 90'00'00' 7011'44' 085 C86 2.00' 3.00' 3.82' 6.54' 109'28'16" 125'00'00' C87 C08 1.50' 2.00' 180' 1.22' 145 '00'00' 35'00'00" C89 C90 20.00' 5.00' 12.22' 8.69' 3500'00' 991519' C91 C92 2.00' 12.00' 2.81' 18.85' 80'24'21" 90 '00'56' C93 12.00' 18.85' 89'59'04' \9 7 \9 707 ,r 9T1? L0T•\ /07911M N 02N4'12' E 111111111111111111111111111111111 11116 8111111181 1m. • R'� .X SINE OM. f.V.K ® ■ ® ®B WNW iB ®Si isi00i0 .NR. •• •i 6 'i'i I. 11111111.1111 MEM. EMILE ME= N I O131'38_ 00.00 ml 80 pc, 49.7' 32.5' 55.5' Ntt'S 8.5'x19' 8. T1P 34.00 25' - T9 25' - 19 - 25' - "19" • - '.25 - T9 9 " 25 16 N '09'51 E - 3400 11.00' TYPICAL U.N.O. SEE CURVE DATA TABLE C1 FOR INFO. 02 TYPICAL U.N.O. SEE.. CURVE' DATA TABLE:. 01 .FAR INFO. 02'09 51'E 34.75' 34 00 .. 34.00 NEW PORT BAY 8.5'x18' 18.85' 502 25.50' 16.5' 80 89' 02'09 C77 7 .89 C77 16 71• BJ•c 44'13'37 1;R 45'46'23" 87.09' NO2 74.84' 02 09' 1' I -- 5$. NO2 - `N 0151 E _ NOL09'S1'E w r ( v 1 15' UTILITY EASEMENT = 75'50'36" 'R = 107. I. 141.96' PKW CURVE DATA TABLE GOVT. APPROVAL PENDING S9ITt irr'T TO REVISION "'AR& Of° a:m 0088d9899 Eb9MSrs 1/1' 8. W. Filth Avenue Suite 2600 Oreeon 87204 603- 227.3261 FAX 603427 -7900 cr W Z W E co H O z 0 C23 z 1.4 SITE DIMENSIONAL PLAN EL -B 97079 -19 29.3; 15 F- EA-SEM N. FOR TRACKAGE(9q) R M ASS 1 AS PER REC. NO 7,06250609 — IE 2'.5 1•I 1 25' 25 C 3.d S N 0224'12' E 26.8 X \ \ \ FH TO REMAIN CB TO REMAIN Cam..\ \ :��• \ \\ \ mi` \ \\ CB TO BE ,Sgt CB TO REMAIN 70 FT. WIDE -U. U, PWR L.ASCMENT IS CF.NIERFO ON A5 -BUILT U.C. UNCS. IF ANY, .WITLCH FALL WITHIN 7HIS, ; f0 FI, CUfiRIDOF (KC NO. 920 /1403FF E -21.8 5 IE =21.6 E 50.00' STORM MH R;M -25.7 0 CB TO REMAIN 50' ARMOR 7: 25 . 3 \ •\ SAWCUT AND REMOVE \\ \ ST. AC, TIP. 25.2 X WATER R TO REMAIN R 29.8 20:5 X'.. SAWCUT LINE, 'TYP. d� / -i': DEMOLITION ® z9 6 ��► e .�� D �� !� 29.9 X' 26.4 \ 32.0 75300'36" '1 31 R = 107.24' v.. DEMOLITION EXTENT LINE i = 141'06 P YI STORM CB RIM =25.4 IE =19.? 5 27.7 x 8.8 GRAPHIC SCALE is Jo ( IN !RT ) 1 Inch _110' tt. rnq &ono 'GOVT. APPROVAL PENDING SUBJECT TO REVISION Consulting engineers' ftl', S,W.Fllth Avenue Sult. 2600 Portland, Oregon 97204 603. 227 - 3261' FAX 503- 227 -7900 cc W Z o Ikel �J tel U a t• < E., Z <lc a N90'19 DR WN SY CHECKED BY . DAM R.16 .-VBIO . BENDER STANGE ASSOCIATES ARCHITECTS, RC, MOO SW. MIB rAII WO SWIMS D I PA_BGEL E. T1g =27.19 TP =26.96 TP =27.1 REFER TO W.P.H. ARCH. ACT III BUILDING PERMIT SET FOR - SCOPE OF WORK INSIDE OF CURB LINE. 29.4 0 0 27.16 IDC EASEMENT AS P REC: NJ 8406011038 AND 75 %0090459 TP =27.32 1P=27?& 5 TP =27.22 TP =27:32 111111 IIIIIIIIist111111 T P = A BOW =3 MATCH D/W PE DETAIL MAT_ H TRW`30. MATCH BOW =30 E EASEMENT FOR EGRESS. AS PER %30973048 25.1 26.1 26 :3 \47,0 9 \PLOT \C2 \7979AID -i5 FI'. EASEMENT F RA GE AS PER:REG. NO 7506250609 29.3 79.3 STORM C RIM 25,5 E =2h,2 E EXIST. FF=29.1 9 SEWS RIM= IE =21 ORM TP =25;42 TP =25.80 TP =26.26 TF =26.7 5 � TP= 26.82 TP= 26.89 TP =25.60 STORM =25.64 IIIIII��T'�IIIIII 123' TP =26.55 TP=26.26 _ TP =26.39 29.3 25.2 ADJUST WATER MH 0 GRADE 25.5 25.8 CONST. HC RAMP PER DETAIL, TYP. EXIST. CB TP =25.9± -ADJUST SMH /'.26,, 7 TO GRADE x CONST. STD. CURB 'E R DETAIL, TP =27.85 299 SAWCUT x LINE, TY'', CDNST., D W PE CITY. OF'.!TUKWILA 5`D7 RS -9 MATCH ' 6 ( T EXIST. $ " REMOVE- EXIST. D t A D CONST ,S W W/ STD CURB ER DETAIL.. TIP. :. CH EXIST.29 8 TP= 9.1± x 26.2 ATCH:. EXIST. CB 30.0 15 FT. .WIDE UTILI7I,EASEMENT AS PER REC. NO. 6343876' • ',��" " ®I•." TC =28.19 " 2.69 _ 34.7 29.7 x TP= 27.0# ADJUST VAULT TO GRADE REMOVE EXIST. D A D CONST. CO TC D/W. PER DETAIL RS -9 CONST. OT 1ST. A 30 0 - XTENSI• PER DETAIL SHT C1.1 31.2 M4 1.10 0 0 25.6 25.7 N STORM B RI!A= 26 .C4 MIL �E! 0 Ct 9 27.1 X MATCH EXIST. MATCH EXIST. TP =2 28.6 MATCH EXIST. BOW =28.1± k- w 86 1 . �ST. S/W 27. -R EXTENSION PER 28DETAIL SHT C1.1 O 0.1 29.1 28. 7 x 26.9 32 :0 �...Q 75Y0 .,1.8 .9 x R _ I07.24' v., 31 =: 141.96' PKWY 32.1 MH 34.3 32.67 SHEET NOTES 1. REFER TO DIMENSIONAL SHT. C2.0 FOR ALL DIMENSIONS. CURVE DATA. AND D/W LOCATIONS. 2, SAWCUT LIMITS WALL BE DETERMINED BY CONTRACTOR AND ENGINEER TO PROVIDE FOR POSITIVE DRAINAGE. 3. CONTRACTOR TO REPLACE DAMAGED AND UPHEAVED S/W ALONG SOUTH 180TH AND SOUTHCENTER. GRAPHIC SCALE I. 30 OS 1 Ineh - 90 R 8) . GOVT. APPROVAL PENDING SUP!.CT TO REVISION MN NI WW1•111 WWW111111111WWW1 I MEM Mr, 111 3.W. 014 9WM 25 F0711.4, 010900 97204 503- 2274251 FAX 003- 227 -7980 BENNER ASSOCIATES E A ATES ARCHITECTS. P.C. m00 LAIC gam cm PAX MI 070011111 1 71 SITE GRADING, . PLAN PLUG EXIST. 18" SD EXIST. SDMH L -2 P -26.1± IN= 2261((EXIST. /N) IN= 23:39(S), IN= N 23.3511S OUT 22.51 JRM IS F7 EASEA'AEn'T FOR IF2A Chl CE GE Sh -2 AS PER REC. NO 7506290609 IE =2 I tN \970 ?9\RLO,5 \) 19u'1' - - G5 J PLUG IE =24.35 18. LF -6 SD S= 0.2700 I 359 LF -10" FP EXIST. SDMH L -1 IN= 19.3t(EXIST. /N) IN= 19.50 IN= 19.3 ±(EXIST. /S) OUT 19.3 ±(EXIST.) I CONN. TO EXIST. CB L1 -1 RIM =26.3± IN 20.50 OUT =19.3 ±(EXIST.) IE =24.35 I 7 LF -6 "SD S= 0.5500 a" PLUG 8" IE =22.0 6 " IE =24.35 41 LF -6 "SD S =0.1000 JOSAM OOR 7 RIM =26.10 6" IE =24.35 38 LF -6 "SD S =0.1000 6" IE =24.35 6 IE =24.35 6" I0 =24.35 I0 =24.35 3 IE =24.35 IE= 24.35 38 LF -6 "S S= 0.0164 6 IE =24:35 - 10 =24.35 10 "x6 REDUCER W/ 8 LE-8P 50 FT WIDE EASEMENT AS G) ' PER REC N0 8406011038o0' BEND 'l AND 7510090459 10 RELOCATE FH. 6 " ASSEMBLY IE = 45' BEND INSTALL FH ASSEMBLY 45', BEND CB M3 -3-2 TYPE .1 IM =2 . 6 IN= 23.26(E) IN= 23.26(N) OUT =23.26 CONN. TO EXIST. 10 W 6 SADDLE TAP PLUG EXIST. 18" SD 2 CB 64-5 TYPE -1 RIM =25.92 IE =23.47 M3 -2 -LINE 5 =0.0005 PLUG EXIST. '.8" S EXIST. 5MH D -1 RIM=26.8± 20.10(6) OUT =19.9 ±(EXIST. /S) 46 LF 90' BEND X Ly10�1 LT . .. EXIST. CB K -1 PLUG EXIST. 15 SD RIM =25.63 IN= 23.30 OUT = 23.1± CB M3 -2 -3 TYPE 1 10 17, WID t. PWR, l l 0181 S 1. INTERFI ON AC -PO 7 U•C I. FS. I( ":i I ! YVHI I - L 1V111110 . TO 30 F CORRIDOR (RES. NC 82071 4 ) CONN. TO EXIST. CB N3 -27-1 1 RIM =26.07 IN- 22.9 4"P (; _ I , :OUT- 22.9'. INS A 8 DC PIPEINC. 0 SEPARATOR 612 -SA f WT MH OUT >2 - J- F- - - -1 0' wr -O2r5'- Y� RIGID EMT I I EL. VLT V� ' STORM C a�CO Q i ' RIM 2 0 IE =247 LF -6 "SD ■ k: • • `•� 56 LF -6 "SD H D -2 I =2248 OUT =22.2 CARPET i CB E�2 ■'. 1 8" PLUG. : I 4 • BEND 0 N. TO , EXIST' 10 FP a \ ..'. 6 -- 25.50 E =25.50 43 LF -6 "SD s =22.53NI =25.5 5.50 COTG J -2 1E= 4.20 CONST. MH OVEB.I1 6 -1 INTERCEPTOR 8:4T BYcgTHERS 95 ±((EXIST.) 8 ±( 30.1 1.1111.12111/ 10 "210 "x6 TEE -6" FP 121 LF -6 FP c.P - - -8• SD -- 1 LF- S =0.1000 FARE RISER 1 90' BEN CONN) TO EXIST. CB #3 I RIM =25.4± IN= 26.50 I OUT= 19.7t(EXIaT. CONN. TO EXIS 18 SD 015159" E '�'IfmorPMllllll � � •: -10" SD - -- 45' BEND 123 E" RL 55869 EXI T. CB -1 PLUG EXIST. 8 "SD 918 =25.9 OUT =22.90 RI. -1. -6'=o STORM CB ! RIM =25 IE=23 1 N b 6" IE= 2435 IE =24.35 et, 6 33 LF - "SD IE 24.35 I' STORM 5= 0.0300 5T 1RM MH p I. I IM= i bbl G 9 � G4 5 1✓ ; �. .� ' IE =24.3 �,.``,,,y .IBIIIIIiI111W7 5 -' 100 LF -6 "SD •x 56 LF-1-0-tP 139: LF -10 FP 4 47 F -8 "SD M2- INE ONST. CB M3 -3--1 TYP RIM =26.09 IN Z 23.17((NE) OUT =22.97 SDMH- -3 CONN.. TO EXIS 10 • FP 10 °x10 "x8 TEE 113 LF -8 "FP INSTALL PIV 154. LF -24 "SD 8 -UNE 0, 030 RIM =26.7± IN= '22,61(E) IN 22.58(5) IN= 22.7 SW) IN= 22.71 NE) OUT =22.56 66 LF -6 "FP 10 LF -6" S 5= 0.4000 15 FT'. ROE U TILITS EASEMENT •A X'R RTC. NO: ALA' C ^I� - ' NSTALL ND C SDMH -1 RIM =29.6 IN= 24.8(EXIST/W) IN= 22.3 IN= 22.3 SE)' 22.89 NE) 83D T =22.1(EXIST.) 6" IE =25.50 IE =25.50 I �l RIM =30,51 / IN 18.0 ±(EXIST /N) ICY. IN= 17.9 ±EXIST. r. IN= 20,50 NW) '` OUT =17,86(EXIST.) 90' D TA 3" WATER METER -- l - -12" SS- CONN. YO EXIST. ATE E 0 ¢ CONN. TO ,,, a EXIST. SDMH N-1 c RIM =26.0± ' o IN= 22.21(5W) Ti IN= 20.3 ±(EXIST. /N) �" �z , IN= 18.2(EXIST. I ° n IN= 20.3 ±(EXIS - OUT= 18.2±.�X1 � � SEYJE W o z EM2i 0 4 22 LF -8 "SD N -U o w S =0.0200 "� ¢ CB N -2 TYPE- RIM =24.52 N= 22775 OUT =22.65 CONN. TO EXIST. FH 10 x10 x8 5'IVRM CONN. TO EXIST. 18 "SD r. "; - 8 .27 E .1 og RIM =28.0± 1N = 24.08 NE)MII 1 = 23.72 SE)32.2 OUT =a6 PKWY CONN. TO EXIST. 3 ' - � 0 "55 EXPANSIOIJ PLUG Q, 75 v. VII Faf NQ 9TOT9 DRAWN 9Y 1 66WJAL/0CG CHECKIRD EY 1 R16 6AT 6A4/96 OIl• REVISIONS 6/19/96 BENNER STANGE ASSOCIATES ARCHITECTS, P 0000 SIX TE moats we ass OR WON FAX 130-01111 GRAD HIC SCALE 1111111111172 1•1 111111el11111•11111110 NM MI MI MINI 111=11110111•11111•11■1111•1•1 1�n 31i m GOVT! APPROVAL PENDING SUBJECT TO REVISION CompRYp sow.. 111 &W. FIrM Avenue Suite 2800 P8* 1886 Q ropon 97 809 227 -3281 FAX ' 227 -7980 SITE UTILITY PLAN PARCEL -B __ 15 FT. A MINT FOR 1h AC0AGE( AS PFR REC. NO 75062506 251 25T 6 5 25.1. L NT FOR AS PER 27.3:.. 27.3 X DC0 Co \97\9/074'302 \FWt O7SF.00 N 0224'12" E 7.2 _.. _ `t.0 • 27 '� r g4 5O' / R6 0 57 Fl. Mt VT 10 1D5, PER PIO . 02 0 1060/1338 AND 7 10! 3 2 - - A" RIGID EM i 'EL. VL STORM . 0 27.1 RIM 74 70 IE =7/7'E �EL.VLT rT i4 n 10RM MH R IM 2' PIM IE 1 24.5 'W. 2.A 55 &89 x 25 -26.0 'Mr \p 25.5 2'7.0 26.6 26.2 x CB 30.0' 30.1 is Ifs Fl. 6021 U. 0. 1 A:.1 AC,1T 00NTt k 0 011 a Dol.. 10.0. I INES, IF ANY, W0 C H A1. L WITH 01, 40 Ol CORK LTOR (076, NC ,120.0 403 9 ) 26.8 PROTECT EXIST. CB W BIOBAGS, PER DETAIL, TYR. 27.1 .... 27.4 28 26.2! /Y X 36.1 25.6 :T3OP. GE' RIM =25.4 1,10.7 S 25.7 STORM RiM-_v MI1 22 , A11 rl . 31 2 27.3. 8"SS EXPANSION PLUG 27.8 2.0 28.0 28 PROTECT NEW AREA DRAINS W/ BIOBAGS, PER DETAIL, 005.0 Q 0500'36' 31.8 R = 107.74' V. 1.- 141 P6 PKW 32.6 32 1 5 27.2 27.7 0, O S 'I Si GRAPHIC SCALE n 1 tal�1 ca p. Loa H. c sv °log GOVT. APPROVAL PENDING SUBJECT TO REVISION =al Conflating End:Men 111 S,W. FIRS Avenue Su0s 2500 Portland, Oregon 97204 503- 227.3251 FAX 50.3- 227 -7880 . FEDJECT DRAWN BY 6.4 /JA1LJSED CRICKED BY ' DATE 7/11 /0 AMNON BENNER STANCE ARCHITECTS, P.C. SOSO au LM C tiD °S FAX 070.01111 EROSION CONTROL .:. PLAN PARCEL -B ...' DECIDUOUS TREE PLANTING ED (LANDSCAPE 'DETAiL) SC ALE, NTS (1, 4) r aoasrremswurrvo WIND. DIRECTION TREE TIES AS SPECIFIED TREE STAKES (2) REQUIRED DO NOT PENETRATE ROOTBALL WATER BASIN - B' X 4" DEEP REMOVE AFTER THOROUGH. PLANTER PIT SATURATION SET PLANT 2" ABOVE FINISHE&RADE TO ALLOW FOR SETTLING OF SOIL 2" DEEP MULCH IN SHRUB AREAS FINISH GRADE BACKFILL MIX AS SPECIFIED • % THE � PLANT. PIT - 2 TIMES \ ' DIAMET ER OF THE / / \�' / \\ j SO AND BOTTOM OF PIT,'. � � "6 �� %/� LOOSEN RODTBALL ��\ /" / BACKFILL MIX AS / ∎ A /// �/� �� /��/ /. SPECIFIED SHRUB /GROUNDCOVER PLANTING � SGALE,NTS: (1�4) r, /oxlrewcyso,a.nwn /oo WATER BASIN -'.3' X4" OEEP REMOVE AFTER THOROUGH PLANTER PIT' SAT URATION SET. PLANT 2" ABOVE FINISH. GRADE TO ALLOW FOR SETTLEMENT OF SOIL 2" DEEP MULCH IN SHRUB AREAS FINISH GRADE LANDSCAPE LEGEND SYMBOL TREES GP ..1M Chanticleer Pear Pyres calieryana 'Chanticleer' Japp ,se Maple AdeH palma..um JS Japanese ll Styrax lapTTIT Sponlc us VGZ Village Green Zelkova Ze!kova serrates Village Green' SHRUBS GPB Crimson Pyggmmyy Barberry Berber's thumbergll DAR Dora Amoties Rhododendron Rhododendron 'Dora Amatles'. DEB Dwarf EnglISh Boxwood Buxus' sempervlrens Suffruticosa' EGA Emerald braen Arbarvltae Th Ja occidental],. Smaragd' EGE Emerald n Sold Euonymus 13"-24' Euonymus fortune! 'Emerald n Gold GEE ■ Gold Edge Euonymus 24 30" Euonymus japonica Auroc- marginate HB Heavenly Bamboo 24 " -30" Nandina domestics HDHB Harbour Dwarf Heavenly Bamboo 3 gale Nandlna domestica 'Harbour Dwarf' JP Japanese Pier. Plerls Japonica 'Mt. Fire' OLL Otto Luyken Laurel Prunus lour ocerasus Otto Luyken' PSR RGB SV WB GROUNDGOVER NOTES COMMON NAME BOTANICAL NAME Purpple Splendour. Rhododendron, Rhododendron 'Purple Splendour Rose Glow Barberry Berber's thunbergll atro. Rose Glow Shasta Viburnum 30 " -36 Viburnum pllcatum tomentosum 'Shasta 90-59 Barberry 3 gal. Berber's verruculosa K Klnniklnnlck I gal. Arctostaphyllos uva-ursi Vancouver Jade' • Annual Flowers 4" pot Sod Lawn - -Match adjacent lawn seed mix. Field verify. I. Prune top level 0 24', sides plumb. 2. Irrigation shall be provided by a fully automatic underground system dcs0gn/bulld by the landscape contractor. SIZE/COND. SPACING 2" cal. as shown 10' -12' 20' o.c. multi- trunk, umbrella shaped canopy 2 -1/2" cal 20' oa. 3 gal. 24 " -30" 33 0:c.. 24 " -30" 2' o.c. See Note el 2" cal. as shown 24 " -30 " 30 " -36 24"-30" 2.5' o.c., 3.5 a, o 3' a.c. 30" o.c. P5R 2 HB 13 DAR 135V. Sa ul MEET/MATCH ADJACENT LAWN LANDSCAPE FLAN EXISTING TREES TO REMAIN (TYPICAL) A X-, X \\ \44 X X X GROUNDCOVER PLANTING O (LANDSCAPE DETAIL) SCALE, NTS (1.4) / / / / /II 111\ \ \ \ \\ X ON PL I ) s I NDICATED X X X X X X J A '� X R/ BUILDING LINE /WALL/ CURB, ''. ETC. CONIFER OR DECIDUOUS TREE /SHRUB. •URB /LAWN, ETC. Gig- oio? CHRISTOPHER, FRESHLEY LANDSCAPE ARCHITECT IM6.6. Tunas sum 606 • f0M'4aD. , 0[204 N 61606 • tr2.9661 • (1.$ 600 /1144.7660 91.•TF Or WA6H In'On1N IANOSCAP[A' C[anncAl[ NO, y16 Z CC CC a cc ' I — u L i N r Z W C 0 /y � . L O / ^a C3 CO ../ Z co CO E 0 • Q CL W C ZD 3' -II 12" 2933' 4' -31/4" 1 4- 3I/4" 4' -4" 3 I I2 [23.3o) M CHANICAL 4' - 6 3/ 28'.48 : - 13/4 "_ ._____ 5 12 " " 5'- 11.1/4" 12" 2850 j 4 3'-1 3/ 5 12" 3 1/1" INFORMATION ARDING OFFICE OUT - 5EE RIOR9 AND CTRICAL ING9 [FEN 2' -I -112" 3 12" &K - IN COOLER 19' 3/4" 5 12" DRr ST 8' -0 14 3 " 6' -6 3/4" 1'•4 1/4" 9' -4 1/4" 5 1 10'-3 3/4" 2533' 2875' MI ME PA 9 : DINTIO ING SLOPE 1/4,00T. 5' -0 12" 3' -II I2" 3 I2 5' -012" I2" 5' - 1/1" i 12" -' - I2" 1/2 5' - 'I 12" 5' -0 111" 3' -2 AEI ® C 4' -3 1/4" 12" 51/1 4 12" , 12" I 5'-0 12 12850. 2850'. 2850. J 19'•3" 0 12 °. .ice" 5` -012 50'_0" 23' -8 3/4' 13' -10 12''" 12'-2 3/4" 10' -10 12 74' -I" 24. -1" 124' -3' 12" 10'-10 12" 03'-0' LENGTH) r- 2'1/4" 5'•014" I 16'-9 1/4 I2_ 5' -012" I 28'.1 12" LOCKERS - BY OLLNER 18 1/2" INI 5'•012" I - 101/4 5'•0 12" 5' -0 I2" 1 21'-6 Irz" 3' -2" 5'•11/4" 16'-4 3/4" 14'-0 12" L2B50 GENER4L NOTE@; NOTES THIS SHEET 1. PROVIDE 4L1.)BLOCKIN6. 4/4 O ROOF HATCH SEE FRP THIS WALL 12 BACKIIVG.:RE.EIRED FOR WALL AND DETAIL m CEILING HWG ' AND, 'IF,NT AND RIXn1RE9. 13 TERMINATE FRP FINISH THIS POINT SEE INTERIORS AND F'dODISERVICE DRAWINGS: FOR ITEMBNOT SHOWN ON THIS, b" CONCRETE WHEEL CURB 14 STAINLESS 6TEELW4LL FINISH -.. SEE KITCHEN SI$ETS DRAWING. PROVIDE CONTINUCUB 2ze" BLOCKING AT CANTILEVERED TABLE TO F5. PROVIDE.2X6 BLOCKING • 13" 4FP. BETIWEEN STUDS FOR'60OT1-1 TOF''.CANITILEVER 4CICET. ;VERIFY HEIT AC 4'1ENT REQUIREMENTS W/ RACKET MAMFAGTl1RER. ;2. SEE INTERIORS Aro fooD, SERV. DRAWINGS FOR FLOOR FINISHES, CURBS E61UIFf'IENT SIaTN47R 4ARDWAI7E TO INSTALIED DURING FRAMING AND • „CONCRETE I,NSTALLAFICFL 3. PROVDE" 1/4'-0ERFOQ.T OP POSITIVE 48L'0PE /0-4LL FLQ0R;DRAINB. SEEN 'MECHANCC . DR4L 405 i',OR FLOOR. . b N LOCi1TIONS ,=4 8EE WTERIORS DRAW443 FOR 440. LArO1�T AN0 DE9CRlPTICNS 400 ® 1 -0" X 5 - CONCRETE.SLAH 5 STAMLE99 STEEL WALL FINISH' - 2 -0• HIGH • TOP OF COUNTER BACKS , A. - SANITARY SEAL W41ERE,BUTTS FRP A75OVE AND BELOW ® CONCRETE WALK SEE BITE LE UNPE PLAN SEE KITCHEN SHEETS 5 PLATFORM - 1 / PARTIC 60440 RLAYMENY I6 ACC :'PROVIDE 53" CLEAR BETWEEH;F404 CF COOLER MID.RO/4 ESS O LADDER !LADDER MAY�.BLIGHTI -Y OFF- CENTER.OF ACC 11 CONC CUfi� - 600 KITCHEN SHEETS wry= BEE map). 9EOTION9 IB 40 /404TION'WALL9 •MECHANICAL ROOM TO BE 2X6 FIRE' RETARDANT- O TRWCi 4i 7404/00 WOOD SNOSSPA 4074 04004/ERWTH ONE LAYER 6 ; PANELING WITH I BATTENS THIS SIDE OF WALL' THICK TYPE 'X 4W04J1 WALL$OAU7D APPLIED WITH FACE PAPER 44 414 1 . /LONG DIMEN510W) PARALLEL': TO STUDS. W4LLBO4RD:4/14CHED W /1.64 8 <000/ 44 OVER WALLBOARD NAINS AT'l• 04 CENTER (U0 TABLE 1B, 0 -IA) 404//C4 4 s MECHMIICAL ',.. 9 19 . FROVID /5) 404. 44' -K 4 X 3/4' PLMT FINISH 8HE/ 446 , '.' •� l6' B LCNG;IPO g: V E .. 80 • 16. eR4L)cETB BT4t�gARpB. "14ND BRacKE7s TO BE EBG!Ir BLACK 12 3 • 4 `7 OF LF TO PLTUYI. ANT W/ 3x4 FRAM7iI>rs 2 O 0P BF✓£ BE PL SHELF FOR'ALL CO>$+ERB SE6 ® CM q ", 0UN0. ON 2 'x 6'e •. 24.oc. IN LONG DIMENSION PROVIDE 2 x 6 81.00KQ4G 4B'oc ® RAISED coNcRETE PLATFORM AND SHEARPLYWD /SEES 1 ' 0 GWB, I PLYi p 8® SHEAR SEE BOTH SIDES OF WALouL.- SEE STRUCTURAL ' CUSTOM T OILET PART1•I0•5 - SEE'.. PROVDE408 CCNTIMJOUB SIMPER RAIL S • 16 MATE N 0L40 T 3 44? ERS COORD O 0400 / 01 HEIGHT 11.// OWERB G40KE Oc D MP9TER8 R - 19 B4TTIWUL THERE 040 . -Q DRBCRIPTION , 70111EI_ D16PENBERAUABTE RECEPTACLE NAPKIN/TAMPON VENDOR 604P DISF'EN4ER 0148,40- DISPENSER NAPKIN DISPOSAL SEAT. COVER DISPENSER GRAB BA44,(3'8ETB OF 36" 1!42 ") FULL': WIDTH/HEIGHT MIRROR WASTE RECENTACLE FOWL: PEAPLENSER' i.r ,.,FtA0 W/� I4OOKB 4; BHE LP..' t�P x30 . tF7 1lRR4R 44 .. .�. .. BoBRICK BOBRICK BOBRI00 WEIRICK ACCESSORIES SGI IEDULE ' O . 4 ✓.{. MIRROR 249460. . ^ 00BRICK I BOBRI BOBRICK CK - 0 -301; 0 . -2101" 50BRICK 'B -6206 GL499 ' G4 /0 BOBIRICK $ -602 B -2260 13-262 MODEL RE ARKS 0 -3944 .. 04 -3800 25 CENT COIN OPERATED • BY OUNER )2 04 SPECIFICATION .08800 2 9!x34'. 7 ' 1 EE PIC ON 0 8800 . S SRE ATI Crr6 GI GI ASS , -; CUSTOI'1 .6EEz6PEGIF.ICA0!?' 08500 I -HR SOUND CONTROL DRAFT3TOP - PARTITION 5/8" GWB BOTH SIDES. OF 211 STUD 124LL W/34 -4 SOUND 04410 IN ALL MUD SPACES EXTEND PARTITIONS AND SE, '. TO DEGC. DRAFT STOP 50114D CONTROL PARTITION'.. - 5/8" GWB BOTH SIDES OF 2X STUD WALL TO 4'I ABOVE CEILING - DINING SIDE OF WALL FULL HEIGHT - ';SEAL PARTITION TIGHT TO DECK PROVIDE SOUND BATTB IN ALL 0ND SPACES SOUND CONTROL PARTITION - 5/8" 3 BOTH 6IDE8 OF 2X STUD WALL W/ 3h BOUND BATTS IN ALL STUD SPACES FULL HEIGHT TO DECK DRAFT STOP PARTITION - 5/8" GUE5 BOTH SIDES Of 2X STUD WALL TO ABOVE CEILING - DINING SIDE OF WALL TIGHT HEIGHT • SEAL PARTITION T GH q FULL E DECK DRAFT 8300 800513 5/8" OW5 qNE SIDE Cf 2X STUD FRAM,. IN LINE W/DRAFTBTOP PARTITION SEAL TIGHT TO DECK 1 -14R RATED METAL S•D C00,1. F 544" TYPE 'X' GWB BOTH SIDES CF 5 METAL STUDS • 16" O.C. PER GYPSUM ASSOCIATION 9W1206. W003 9443 PARTITION • 2X STUDS PER PLAN W" OG EXTERIOR 24" OG. INTERIOR UN-0.. SLt -91o 1'-6" 1 FLOOR PLAN LEGEND WINDOW DESIGNATION O 1 DOOR DESIGNATION ARCHITECTURAL SHEET INTERIOR ELEVATION DESIGNATION ELECTRICAL. PANEL - SEE ELEC. FIRE E31/0008430 - d .SURFACE WALL - MOUNTED 2 4 04 O ;SELF - FLASHING .41-1VAC UNIT; -SEE r MEOH. ISOLATION PAD I MTL SEISMIC RESTRAINT PLATE ' BY EQUIP MFGR GAL, COUNTER 'I.. FLA9HR1. 2X10 PT CURB CANT i ROOT PLAN 12' -8" BIA.R; 9Y19TET1 B.U.R. SYSTEM 19' -'mss (APPROx. - CENTER ON PANED l SIM 1/21" CAP FLASHING RECESSED 3/4 o M.B. (3) EA. SIDE P.T 4X10, TYP. FLASHING BAR OVER 4' CANT 4X8BLK. DBL. NUTi (APPROx. - CENTER ON PANEL) 12' -I0" X. - CENTER ON PANEL). 22'GA GALV METAL PACK W/ HOOD I • INSULATION PIPING W/ FLEXIBLE PIPE 22 FLASHING GALV k�A ®INK INSULATION CONCEALED CL IPS 9 ® %I 22 GA GALV ® INTERIOR EOJ!PMENT I / AP BAFFLE 5EE6 4Tj OI I .���q 22 GA GALV • :.. 11 I FLASHING PLA `� I � ._ CAP huuuui ui,� 1e1®4�i0eoilJ I I 11119011111 11 12•10" ( APPROX, CENTER ON PANEL) (CENTER) NEON SIGN, -.SEE ELEC. PROVIDE FLANGE * WALL SIDE OF MET, CAP - EXTEND MIN. B" ALL BIDES. FULLY EMBED IN MASTIC CONTINUOUS SEALANT CANT 18 GA GALV METAL CAP. FLASHING ON i" TR) PLYWD ON 2x12e 24 ' . 0G. SOLDER AND GRIND JOINTS AS REOD: TO MAKE ONE CONTINUOUS FULL;SIZE 2xe FRAMING BETWEEN JOISTS W/ SIMPSON 1-1U928 -2TF 2x12 BLK'G BETWEEN FRAI`lING N EQUIPMENT GURB 3' -0" 14,3. (CENTER) NEON SIGN - SEE ELEC. (APPROX.- CENTER ON PANEL/ LOWER ROOF RD. O FOR (I) JOIST BAY -- STALL RD. PER R'9 RECOM- L' f'EAD NDATION W/ PAN 1 DECK AMP ! CAULK BUR ON 3K INTEL 2X6 MIN. BLKG BTWN TRUSS MEMBERS I1' -6" (CENTER) SCUPPER• IS' -2 VS" !APPROX. - CENTER CN PANEL) 24 WA. O11, 4155111015 20 Il' -5 1/4" APPROX. LU1111NUM GUTTER AND DOWNSPOUT. 'PREMANF. PIPE FLASHING BOOT BY PORTALS PLUS INC. (800 -114 -92401 OR APPR ea CONTRACTOR. TO SELECT BOOT AND INSTALLATION MAT'L PER MAWS SPECIFICATIONS, 5A 20 NO. 02 04 05 ' 06' 0t 09. 10 13 14 15 I6 20 22 "23 24 ROOM FINISH SCHEDULE NAME ENTRY OBBY HALL WOMEN'S RESTROG 1 MEN'9`REBTROOM DNNG I DINING 2 DINING '3 DINING 4 MECHANICAL -' DISHWASHING- ALL SERVICE. PICK -UP PREP LINE EMPLOYEE': AREA EMPLOYEE RESTROOM OFFICE RECEIVING, REFUSE STORAGE ELECTRICAL DRY @Tbt AGE WALK'' -1N COOLER HALL LOUNGE LIQUOR;STORAGE INs? =OW `tl'PES' DOOR TYPES e711.e4 RAW PR'.3= ®X 6 -11: PR 4 3 0 X 6 -11 3 -0 X 6 -8 3 -0 -X 6 -8 .. 3 -0 X 6 -6 3-0 X ' 6,8 30 X E -!I 1 3/4 3 -0 X 6 -0 , 1 3/4" PR 3-0 X 1 -0 • .• `. 1 3/, . 3 - 0.X 6 -8 3•0 X 6 =S P1R3-6 X 6 -6 3 -0 X 1 -0,: -. .PR # -6 X. 7-$ 0X =8 1 3/4 1 3/4 1 3/4" 13/4" 1 3/4 • 13/4 13/4 I3/4 13/4' SEE DTL 1:3/4" I 3%4` 1 3/4" : FLOOR SUBSTRATE MATERIAL GONG U.1 CONIC - CT- 9,10,11 CONG CT- 9,10,11 CONIC CONC. CONIC GONG CPT - ),MAR -I GONG CPT -1 CONC. CF4-1 GONG cf - I CONIC QT CONI CPT- 1 /QT -1 CONIC QT- CONIC QT -I CONIC QT -I GONG QT- CON. CONIC CONIC GONG QT -1 CONIC CONIC CONIC CONIC QT CONIC QT -I GONG CPT -I /QT- CONIC c4•74/MM- CONC - CONC • 3V-i NOTES: I. ALL ' GLASS IN DOORS TO BE TEMPERED / 6TI �i FALL 0 0 DOOR SCHEDULE F6I y O Q Q WOOD WOOD WOOD Uk20D WOOD WOOD H'1 13/4. ilea" CT- 1 /CT -8 CT-1/CT-8 QT -I SV -I SV -I Gana XPT XPT -3 PT -11 PT -II WOOD PT -II WOOD PT -II XPT -3 XPT -3 XPT-1 PT -6 PT -6, PT WOOD I XPT -1... HM XPT -I XPT -1. PT -6 PT -11 -3 FINISH PAC FAG FAG AG FAG FAC F.PAC FAC FAC FAC WOOD FAc FAC FAG FAG PAC FAG FAC FAC FAG AC FAG FAC FAG FAC.FAC FAC FAC WOO QT -I QT -1 QT -I OT -1 QT -1 QT -1 RB -2 RB -2 QT -1 QT -1 QT -1 U.OD/QT -1E UKJOD QT /13 RB - WINDOWS: Pp721�CLAD UIOOD WINDOWS W13H INTERNAL MULLIONS NOTE , LS ` , TOTAL, AZING AREA,v 214 OF GROSS WALL ' AREA 2; 'GLAZINCs'.U- FACTOR • bO (DEFAULT L3LT v VAALUE1LUEI,SEE JOB NOTEBOOK FOR. DESCRIPTICN OF 3.` COEFICIEMT b 5,(DEF, NOTES/ I. XPT -3 XPT -3 PT -II PT -II PT -II PT -11 XPT -3 XPT -3 XPT -1 PT -,6 PT -6 PT -6 PT -II MATERIAL WOOD WOOD WOOD CT -8 cT -8 WOOD WOOD WOOD XP -1 Xf, XPT -1 PT -6 XPT -3 WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD HM ;; HM. 4X4 T6 HM WOOD ,WOOD FINISH PT -11 PT PT -11 FAC FAG PT II PT II PT II FIT II FAG WOOD/07-1B PT -ILPAC AC FAG FAG FAG FAC FAG FAC AG FAC FAG PT- ILEAC PT -11 FAC FAC FRAME XPT -3 XPT -3 PT -II PT -II PT -11 PT -II XPT -3 XPT -3. XPT -I PT- PT T•6 6'. XPT XPT - 1 '.: XPT -f PT -6 XPT -3'. PT - 11 MRGWB GUB MRGWB MRGWB MR WEI GUS MRGWB G. MR3W6 TI -II T1 -11. GUS MRGWB GUS BB GW5 NORTH WALL MATERIAL 546 8 B GT -1 -6 C1'71 6 BB BfB 540 ura wean uV t@MYN C ®M SLAM O FT -3 XPT -3 PT -II PT -11 PT -11 PT -II XPT -3 XPT -3 XPT -I PT -6. PT XPT -I. XPT. -1 29 FINISH PT -1 . PT -I PT -1 FAG FAG PT -1 PT -I PT -I PT -I PT FRP PLAM -6 FRP FRP FRP FRP FRP FRP PT -6 FRP PT -6 PT -6 PT -6 FRP, FAG PLAM -6 PT -I PT-6 DETAILS 2/49 6/49 SIM. 16/49 16/A9 16/A9 16/A9 23/49 23/49 23/49 23)49 WAINSCOT MATERIAL GUS SDG XPT •3 2/49 2/A9 PT -II . 2)A9 1/49 3 FINISH FAG c6n6nq 2 /A9 SIM. 16/A9 SIM. 16/A9 16/A9 SIM, 16/A9 SIM. 16/A9 SIM. 2/A9 2/A9 SIM. 2/A9 2/49 SIM. 23/49 23/49 23/A9 23/A9 aim 23/A9 23/49 SIM: 23/A9 SIM. 23/A9 SIM:.: 23/49 SIM: 23/4543111. DEBT WALL MATERIAL 649 BB BB CT -1 -6 CT -1 -6 545 Bt5/ 540 B B MRGWB G. MRGWS MRGWB G. MRGUS GW5 II GU$ BB WINDOW TYPES / ASSEMBLIES 9/49 9/49 9/49 6/A9 6 /A9 9/49 FINISH PT -I PT -1 FAG PAC PT -I PT -1 PT -I PT -1 PT -6 FRP PLAT 1 -6 RP 9S FRP FR FRP PT -6 FRP PT-6 PT -6 FRP AC LPL AM PT -I PT -6 2 2 2 4 3 3 3 4 1 - WAN3cOT MATERIAL FNISH- UN -1 GUS GWB 2 4 3 4 3 10 T 11 12 6 13 AUV -1 FAC -/FAG FAC FAG /- SOUTH WALL MATERIAL H14I63 B48 . PT +I' 545 CT -1 B PT -I CT-1-6 FAC'. BtB B' PT -I 5 5 PT -11' BB PT GWIS PT -6 GLAZING: U- FACTOR';• .60 (DEFAULT VALUE), SEE JOB NOTEBOOK FOR DESCRIPTION OF DOOR ASSEMBLIES. SHADING COEFICIENT • .65 (DEFAULT VALUE) P7 -1 PT FRP FRP MRGU16 FR. MRGWB 9S MR-GB FRP GUS' PRP MI.. FRP: GUS : FT -6 TI -11 PT -6 TI -II PT -6 GWB PT• MRGWB FRP. GUS F. AM-6 BAB : PT -I SEE DETAILS 13;.14. 19. 20/48 FAG PT -6 U,WINSCOT M ATERIAL FINISH WV -1 WV -1' l WV -1 WV =1 CUSTOM PULL AND KICK a, SEE INTERIORS 5 CUSTOM PULL AND KICK R, SEE INTERIORS' 13 cu8Ot•tK30 KICK , SEEINTERIOR DRAWING.. FAC FAC FAG CUSTOM PUSH/PULL AND KICK E. SEE. INTERIORS CUSTOM PUSH/PULL 4ND KICK E, SEE INTERIORS j.t 15413 C1 -1.6. CT •1 -6 13 5 BIB/ 1545 GW5 MR.W6 GW5 MRCVS MRO. MRGWB MRGUB. MRd'GUS' GUS MRG. TI •II GWB GWB 515 P PTH PT 1/- PT PT -6 FRP PLAM -6 FRP' FRP FRP FRP PT -6 FRP PT -6 PT -6 FIR FAC PLAM -6 PT. -1. PT -6 WAINSCOT MATERIAL FINISH luv- LUV SET 3 FISHPLATE PULL PLATE KicK PLATE STOP FAC FAC AC GLUB GLUB AT 1 Gab GUS G. G. G. T1 II GWB G. Fl 1E44 PT '1AI PT 6 PT 9 pi 6 PT 6 PT 6 RAC • • EN RN El MR NM • gni IMERIOR /swag HARDWARE SCHEDULE REMARKS eer DEAD LOCK M61031 - 42 CYL. 620 ADAT RITE 2 CYLINDERS 20-013 226 8CHLASE 2 .TS CA151.11PU6.14FULLS 5/0 CLOSER PR 55015F .RIES 659 NORTON CUSTOM KICK PLATE 10 x I" LDW - PULL SIDE 13/0 STOP 1, 44 . IvES 2 CLOSER PR 8501 81 SERIES 689 NORToN 2 cuSTorl Kick PLATE . x 1" I-DLU - RILL SIDE B/0 CUSTOM KIcK PLATE a x I" LDW - PUSH SIDE 1510 45 10 x 2" LDLU :1 ' QUALITY 4016 IvES IVES SET 6 LOCK D001.0 RHODES :626 SCHLAGE FLUSH BOLTS P3-6 , 1626 GLyNN JoHNESON OUST PR STR. , DP-1 626 GLYNN JOHNS. SET GA.ETING 591 SERIES- HEAD. JAMS8 4 ASTRAGAL REESE ,, EET PAIR/51MS .1900 4 In x 4' in 652 STANLEY PRIVACY LOOK 13:4448 pHoose 626 SCHLAGE . KicKPLATE 493E I0 :4' 2" LOW 630 QUALITY eole [ 650 1,E8 SILENCERS 20 NES TOILET PAWITIONS AND VANITIES TO ,RECEIvE CUSTOM STAIN ST TOIL. PARTITIONS AND VANITIES TO RECEIVE CUSTOM STAIN ST-I AND PLAM DIVIDI. WALLS, U1V-I UJAINSCOT, CLERESTORY TO BE G../ PT-1 500TH STEP RECElvES t1412-1 FLOORING DIVIDING WALLS, LUV-1 WAINSCOT, CLERESTORY TO BE GUS U1/ PT-I DIVIDING WALLS BASE, LIN-j WAINSCOT, SUSPENDED GRID CEILING: PANZ !BUTT OT-15. AND U100D BASE 6 EAST WALL 5UTT C.-15 AND 'WOOD BASE AT EAST WALL USE RUBBER CUSHION MAT TO PREvE T SLIPPAGE - SEE SHEET I- FOR 13AR FINISHES AND PLAM-I NOTE: BOOTH STEP TO RECEIvE MAR-2 FLOORING. 1300T14 WALL TO RECElyE WV-2 WAINSCOT ONLY. YP 5 Fr wax,. saLisie SET 0 1 10 PAIR BUTTS .1900 4 1/2 x 4 32 662 STANLEY 1 LOCK D65PD RHODES 626 SCHL AGE SILENCERS 242 IvES SET 9 u2 PAIR OuTTS CYLINDER DOOR vIEWER CLOSER ARMOR PLATE DOOR 8.EEP 20-022 626 ScHLAGE 626 NES CLP 99015F•T SERIES 669 NORTON 04064 , 6213 REESE 561C 626 REESE STANLEY SCHLAGE NORTON REESE REESE CYLINDER 20-022 626 C.74761 PULLS . CUSTOM KICK PLATE x I" LDW • PULL SIDE CUSTOM KICK PLATES 10 x LPul -PUSH SIDE THRESHOLD 5483 AV MS x ES 628 SET 11 ALL HARDWARE SY OTHERS ear a 1/2 PAIR BUTTS C51961 9 x 4 I/2 NRP 630 STANLEY SILENCERS IVES ' CLOSER CLP 05015F-7 SERIES BBL ARMOR PLATE 443 D4 x 2 LDW 6. DUALITY SET 3 PCS DOOR SWEEP 9.1C 628 REESE I 1/2 PAIR MITTS calmi 4 in x 4 in NRP 630 STANLEY 8ET SAMETING 091 SERIES - HEAD 4 3,55 REEsE CUSTOM PULL MO ' , ear LS CLOSER PR 06015F SERIES 659 NORTON I I/2 PAIR BUTTS C51500 4 I/2 x 4 14 652 STANLEY CUSTOM KICK PLATE 10 x 1 LOW - PULL 0108 5/0 I LOCK 003PD RHODES 626 60-1LAGE • cUSToM acK PLATE 10 x 2' LDU1 - PUSI4 SIDE sa I DEAD LOCK 43.0P 626 SCHLAGE SToP 4016 • 650 IVES sTOP 401 OR 436. VERIFY COND. 630/626 IVES I ARMOR PLATE 48 34 x 2" LDW 630 , DUALITY ' ST. 4019 630 NES CUSTOM PULL B. CUSTOM KIcK PLATE 10 x I" LOU) - FULL SIDE 5/0 GUST. KICK PLATES a x 2" Low. M101-1 SCE 5/0 NOTES AT-I ACOUSTIC TILE ALL HARDWARE IN RESTROOMS TO BE STAINLESS OR CHRG MATERIAL LEGEND ENERELLA PERSIAN GREEN 4 4643 TExThES TROST' NIB 24, 24,14 WITH RELINE BEAL EDGE AT-2 ACOUSTIC TILE I2• X t2" ACOUSTIC CEILNG TILES GLUED TO IV GS CN 2.% FRAMI.,111. ACCOST°. HEAVY EWE 'GLACIER" .1, 134B 50AND 4 BATTEN Ix 2 BATT. 9- OC. CR PLYILOOD PANELING CT-1 CERAMIC TILE AMERICAN OLEAN 50 STEEL. SILAR , X, (RESTROOM WALLS - ACCENT TILE/ CT-2 CERATTIC TILE 4 OLEAN, 811 NAVY, 4 4" (RESTROOm WALL8 • ACGSLT TILE/ CT-3 CERAMIC TILE APERC. OLE. Ft9 TEAL. 4" X 4' (RES1.01 WALLS • ACCENT TILE: CT-4 NOT USE15 CT-5 CERAMIC TILE .ANERIcAN OLEAN 4 23 MENSAL RARLE, 4 x 4 (RESTROOM WALLS - ACCENT TILE/ CT-6 CERAMIC TILE DAL-11LE N1.9E:NE 4 192I GRAY GRANITE, 8" X 8' LUM4 143' 6.11, CS DELO.. GRAY GROUT FRESTROCTI WALLS • FIELD TILE, C1-1 CERAMIC TILE FLCRDA TtLE NATLIRA GRANTE 3205 PEEPER EV X S. (RESTROCM FL.RS - FIELD TILE, CT-8 CERalIC TILE F TILE, NA 3150 X a" CANT, CT-9 CE.MC TILE DAL•TILE. 5114 COBELESTC3E, 0 LAIN 1/8" GRCUT, LATICRERE CT-O CE.MIC TILE DAL-T1LE. 5114 COSBLESTOLE. 6 WITH 1/13 GROUT, LAT1CRETE , O c t i i , T1 5 LE, 4 .41=, 6 IS" GROUT, LATCRETE CT-11 CERAMIC TLE FAC FACTORY FIN. FRP' FIEERSLASS UNITE (WALLS AT COO.. 016141.1.1424 EMPLOYEE REST.. DR' PLASTIC PANELS 511 WALL BOARD GUS raze noaruRe maw GEREERT LIMITED, DLW LINOLEUM 92145 112555,1 OEREERT LIMITED, MIS Leates,al.ea MTL-I METAL 20 0A.CCFPER (LOAGE TABLE TOP AND BAR TOP/ PAX FETAL LAY•N Pa42 Tier, LAY•IN PANEI. C.EILINS SYSTEM • 2,2' GRP, COLOR • CEO. PANELS DEEPTCRE SLACX .4:05, PATTERN 430 PLAM-2 PLASTIC LAMINATE LAMINAR', na -0 01.41. MELOOIE. GLOSS FINISH (BAIR DE/ PLAN, ELASTIC LAMINATE WILSCNART. 3595.60 ELACK MO054 SASE, PLAM•4 NOT USED PLAM•5 PLASTIC LAMINATE nevoraR mR.5.2 PEACOCK GREEN MArfax (SERVICE 34,51NE151 PLAII•8 PLASTIC L.INATE WES:KART, 992•6 DOvE CRAY (CIPICE, KITCHEN 4 CORRIDOR WALL) pLyus pLywo. yr EXTERIOR GRADE PLYWOOD SIDING CN WALLS AND 3/8' r SUSPENDED PLYWOOD a, CEILlta (SEE AV PR PAIR PT•1 PAINT ROODA pane SEMI-GLOBS OIL. (0131. 434/2/1.01.5.28 wALL81 FT-2 PAINT 3XEM1N WILLIAMS ,C4500 mat Remo, cm., LIGHT FIXRIRE) PT-4 PANT WILLIAMS NC4501 FELON (WOMEN'S REEIROOM GEL., PT-5 PAINT SEAM WILLIAMS 4 304830 FLAT MACK 460. METAL ORO ceLito OATE (01L2 MTG. WALL. CEILING 4 TRIM/ PT, PAINT IFDDDA 4 686 TROOPER (DN. CEILNGRECEPTION/ 3140 PANT NERWIN WILLIAM NC450 MAPLE E.0140ESAR IMAM TiRmS1 PT-II PAINT RODDA RR2211 ATTIE (ORM 5E415 TRIMS, DOOR No. 5,54, 6. 4 302 ON MARRY TILE rucepeca rem nova. 31 x Rea ABRASIVE 8. x 6,xxoax .653 P11.34,030 GROUT R LATICRETE EPDXY GROUT, CNARC041 OT-18 MARRY TILE EASE 6 COvERED BASE TO MATCH 01-01.LATICRETE WATERPROOF RS-I NOT USED R5•2 RISSER BASE RCPPE 35 SLATE (EMPLOYEE RESTROOM OPICE1 ROM RIBBER cue,. MAT BY 014E. (BENI. 134/0 S5 STARLESS STEEL 51-1 WOOD STAIN ENERON WILLIAMS DYESTAIN ON HONDURAN MAI•COONY, 521 YoC44561 WEST. SW N.4455 04.1 514E1 ARYL ARMSTRONG 7E01E1E04 TANDEM 9141 LISIANNIS reraLoree T1.11 TEXERE 1.11 PLYU.00 SONG upH-2 UFUOLSTERY COTRACT INTERIOR TEXTILES, PENT.. vINYL, RN-69 GROTTO, 54. UP14•4 UP-OLSTERY ARCNITEX CIRCA 1926, COLOR RELAVANT V 4 LP HORIZONTAL REPEAT ELLAITING Roal Eno, 15405 w000 SEAT, WALK•OFF MAT 113 WALL. ANYL 3PT-2 PAINT xPT-3 PANT xPT-4 NOT 1151. xPT•6 PANT 20,20 TILES STANDING RM. TRIM 6ERW2 WILLIAMS .4044$ COOL DAR< ORO (METEOR TRIM/ ENDOW TRIM/ z ir uj CC 0 CC CO LIJ (cc Ali i-li : O ET A CIA TIM - XT2 AWINLIGHTS WINOW TRIM XPTHOIZTAL TIM s0 O ND TRIM DU.SPOUT - XTI PLYIIK20D W/ TTENS 12 OG HORTAL TRIM XPT2 TM WE EL HORIZNTAL TIM - XPTI OZNTAL TM - XPTI �■■I ■■I■■■I■■I■■I■I■II ■ mu ■■ ■■ ■ ■■ ■■ • iil ■� ■■ ■u■■ f M ■■ ■■ M ■ B■ ■Ell ■ ■■ 11® ■w ® ® Call In it 0 �■ Mil ® 111 111 IN �Ot 11•1 11•1 � ®® ■■ i i.� • ® ■ r _ — ./ pAirgih A I I■I■I■I • I■ I■I■I■I■III■I■I■I■I■I■■■■I ■I ■I 11■I■I■UI■ Iii■ I■ I■ I■ I■■I■I■I■I■■■I■■I■I■I■I■I■I■I I■I■I■I■I■I l � \I �1 4AGE fAT CW XTEIOR'ELVAION ARET. ..2)98, S GNAL. CALL ATI PS4 EXTEIOR ELEVATION AEA MAXIMUM SIGACGE AREA 93'14 ATUAL 8INAGE AREA 921 SF. 11111 iuIII. li.l 1111111.'7 „1 txtri ...idgkiiiikfi iiIN•iilimem._ 1 �1 .I_CI � rr ■n ! �I11 1 ■® ■ E I E ■■■is ■■i■ ;■■■i■I ; : ■ ;■ Q .■• till '■■ ■ ■!N •sA'■ 010 ®® ®'® En mg Nino III®, . a� - Into moon ■! in ®® ®®I: on ® ■I■ into mom., _ i� _ _ .1..�: _ _ GOLUMNQ _M�DALL10N ! r ... -. HORIZONTAL- TRIM - X PRE - PAINTED METAL TRIM. FAC - TO MATCH ROOF HORIZONTAL TRIM -XPTI HORIZONTAL BAND - XPT6 HORIZONTAL TRIM • XPT2 CORNER TRIM -XPT2 5/0 ": PLYWOOD W/ 4/4"41',." BATTENS _• 12 "0.C. - XPTI METAL FRAMEOBRK PRE - PAINTED METAL TRIM - FAC HORIZONTAL TRIM - XPTI HORIZONTAL ACCENT BAND - XPT6 - HORIZONTAL TRIM - XPT2 —2X4 CORNER TRIM - XPT2 (TYP: • CLERESTORIES l SIGN BUFIPOUTS) —5/6" PLYWOOD W/ 4 /4"x1'," BATTENS • 17" O.G. - XPTI —METAL ROOFING ' ',. BHP "REGAL BLUE" — FASCIA TRIM - XPT2 5/8" PLYWOOD W) 4 /4 8AT7EN6 *12" O.C. - XPTI HORIZONTAL TRIM - XPT2 HORIZONTAL TRIM XPTI DOOR TRIM - xPT3 1.6 RESAWN CEDAR SLATS W/ I" SPACE BETWEEN - XPTI METAL LOUVERS - XPTI SEE MECH. DRAWINGS MST., • DOORS XPTI LIMIT CF NEON BANDS _i■■�� �I �► Io �i h 111 �1�,,:Ir► ���■■_, ■ III ..1111111.11111 iii ALI;.N ICN DOwN6POU .OWNBPOIII pp rr _... ABOvE W/ WALL ■■I■I■I■I■I■I■I■1 I■I■I■ ■I■■I■I■ d I■I■ o En In ° �► ri�I_ I• IiI. I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■ ■I ■I ■I ■ ■ ■IiI I■I ■■ ■I ■I■I ■I■I■I ■ ■I ■I ■I■I■ ICI ■ ■I ■I ■ ■I ■I ■ ■I ■I ■ ■� ■ICI ■ ■ ■I ■I ■ ■I ■I � iI I� 1 II :Pa 1 INN • • • LINE OF TOP Cr FOUNDATION WALL - PROVIDE HAILERS IN TOP PORTION OF WALL PF.¢- 3TRUCT. DRAWINGS (TYP LIMIT OF NEON BAND6 4 VIIIII ��. TYPICAL CORNER TRIM CD m INSIDE CORNER 614P8101 ,i •s ■ ••I •11I 1•111i 1=1 i1111•i 111111 i■M INI 11111111 1 (2) BANDS OF WHITE NEON SEE ELECTRIC fd. 518" PLYWOOD W/ BATTENS •,12" OC. - XPT' '/ METAL FRAMEWIOPoG -XPT6 MEt A R4I1EU FRAMEWORK -XPT2) ;,__:l 1WI r7.4 Vir JIII vERTOWLETRIM'NT3 5/e" PLY.= W 4/4"41 BATTENS • 24" OL. • xP O'- L^" FF.cb„._ DOU.NSPOUT • XPTI 0 T. R,41., 2X6 TRIM - XPT I (2X4 • CLERESTORIES AND SIGN POP -JUT) 0 OUTSIDE CORNER 6 , 6TEEL RAILING — 7 XPT - ?VT METAL ROOFING ON 30" FELT on PLYWOOD SHEATHING ON 2X FRAMING W /R -30 GATT INSULATION, T.O. SLAB SUSPENDED WIRE GRID CEILING IN HEAVY -DUTY T -GRID : SEE CEILING PLAN LEGEND_ SUSPENDED GUS CEILING SUSPENDED ACT CEILING ON T -GRID FALSE BEAM RAISED FLOOR: CONCRETE C) BUILDING SECTION i LIr 11 ➢ U IP` BUILDING: , SECTION 131132. ON R-22 RIGID INSULATION ON 30. FELT ON PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS FOR SHEATHING-.' 2X SOFFIT FRAMING SECURED TO JOIST BLOCKING PER JOIST MFR BUILT -UP ROOFING SYSTEM ON PLYWOOD .SHEATHING - SEE STRUCTURAL. STRUCTURAL BRACING - WING WALL W/ DRAIN THROUGH.:: OPENING' SEE ROOF PLAN AND STRUCT. DF<AWING8 CK -U RAISED PLATFORM - SEE INTERIOR. SHEETS PROVIDE: SHEET, METAL. CLOSURE ,e.DUCT PENETRATION. FLASH < CAULK WOOD TRIM (TY, - -'SEE I ERIOR ELEV TIONS T.O. JOIST NOTE ALL FRAMED OPENI ,. . • 8 TOHAYE : TRM'; .1LESE14,0TED OTHERW{E T.O=F RAM " FRAMING Q r FIEADER R O. ihinl! fn!1TtlWOtt VI t t hitTtNiOM " � NM � IE71 // � 1 pp yy l�i�IFJll17 5_IP4 i.. BA. HEADER CANVAS < STEEL FRAME AWNING <TY, 0' - 0' . T.O. SLAB RAISED PLATFORM SEE INTERIORS SEE INTERI DRAWINGS;: 9HEET$ , FOR BAR SECTICNS/DETAILd SECTION WRAP. ALL EXPOSED SIDES OF STRUCTURE W/ 5/e" GWB 2x4 SOFFIT FRAMING HUNG FROM EA. RAFTER LINE OF SHELF a CLEREST BEYOND SEE r� IT e TO . E - STRUCTURAL BRACING W /OUT OPENING e WALL SEE STRUCTURAL DRAWINGS BUILDING SECTION. SUSPENDED WIRE GRID CEILING IN HEAVY -DUTY T -GRID •SEE. CEILING PLAN LEGEND IS'•9�' T.O,.IE A �. •, P T I3 O IE 16 GA METAL ` =FLASHING W/ CLIP - PAC 2X6 FASCIA = XPTI • -5l8 UN- GROOVED PLYWOOD SIDING ON BI:DG PAPER ON. PLYWOOD SHEATHING, ON 2X FRAMING• I, 0.C. P BATT 1.UL.. W/5/8" GU. 2X VENT FASCIA BEYOND 2X12 4 2Xb;HEADER/ LEDGER. STRICT. METAL FLASHIN'G� 4/4 x 3 TRIM, - XPT3 PRE MANUFACTURED WOO WINDOW W/ FROSTED EXTERIOR GLAZING T A • all/ .. A I I e l�li Ij'®kI' 5/8" GWB 1X4 TRIM O,tNER PROVIDED NEON "BEER" SIGN W/ RECESSED DUPLEx OUTLET BOX INSULATION BAFFL7 - SEAL CUT ENDS CF RIBb /ER �MANI ACTpRE{s 5 )y3 3/4' Gtl ER A 5/8 CEDAR ROUGH BAU.N PLYWD W/ 4/4",t11.," . BATTENS 2'-0" OC. CN B• BUILD'. PAPER ON PLYWOOD SHE THING ON 2Xb FRAMING b O.0 W/ R -19 BATT INSULATION CN 5/8" GWIE (' ILL ILL METAL FLASHNG 2X8 CEDAR SILL NAILED TO 2W P.T. HAILERS 'LET INTO FOUNDATION ..r''�/ o C SECTION- 3 IS' - 7" SILL I RO. S TRIM IXe TRIM 2X6 4 2X12 HEADER SEE STRICT. 2X6 4 2X4 HEADER x6 TRIM Tito B ULLNOSE --r 1 x 6 TRIM CHAIR RAIL / Ix 8 WOOD BASE BAIR SYSTEM ON 2X FRAMING BEVELED TOP BLOCK ON 2x BLOCKING AS REO METAL GRAVEL STOP - FAC 20 T. FE 2X4 . 5/4" x 3' /r" CEDAR TRIM xPTI 5/4" x 11/4" CEDAR TRIM - XPT6 METAL DRIP FLASH 2X4 CEDAR TRIM - XP72 4/4" x 5' /i" CEDAR TRIM - xPT3 BATT INSULATION W/ VENT SPACE - PROVIDE 1 VENTS THROUGH Joe 10 NEXT FULLY VENTED BAY. I1/4" DEEP X 18 i "'LONG VENT NOTCH (33 SQ. IN. MIN NET FREE AREA) 12 " "ACT GLUED TO 5/8" GM ON 2x FRAMING 8x10 TRELLIS BEAM LW SIMPSON HU810 EA END. TYPICAL. 5" X 3 3/4" GUTTER 2Xf UD FASCIiS ON I; 105HIM J1, HEADER R.O. ALLNING SEE 8X10 BEAM 4/4 x 14 WINDOW TRIM XPT3 THICK STEEL KNIFE R LW 3/4 V MB. UV NUTS AND WASHERS :';• EACH POST 8X9 COLUMN THICK STEEL KNIFE FE WELDED TO 3/4" x Oa" STL BASE R W/ (2) W/ (2) 3/4" e. MB. W/ WASHERS AND NUTS VARIES SEE PLAN AND SCHEDULE SHEET. S/8" CEDAR ROUGH-SAWN PLYWOOD W/ 4/4 xl' /z" BATTENS • 2' -0" O.C. ON 15 BUILDING PAPER ON PLYWOOD SHEATHING ON 2X6 FRAMING • N6 O.C. LW R -IS BATT INSULATION ON 5." GLUE! 10' -6 "T.P METAL FLASHING 2Xe,CEDAR SILL NAILED TO 2x2 PT. NAILER&. LET INTO FOUNDATION a'24 O.0 'V' VENT NOTCH 4 INSULATION BAFFLE 2X FULL HEIGHT BLOCKING INSULATION BAFFLE 5" X 3 3/4' GUTTER 7x10 FASCIA -OVER: IX VENT SHIM NOTCHED FOR 2". vENT HOLES THROUGH BLOCKING (2) HOLES PER JOIST BAY (63 SQ. IN. MIN. NET FREE, AREA) ® 10,_6„ i. R METAL FLASHING ON 2X12 CEDAR TRIM - xPT2 4/4' S1/4" TRIM - XPTI 4/4' 3 TRIM - XPTI 4/4' l ING ON 2X4'5 • 24" O.C. • SOFFIT - XTPI /4 "x l'q"TRIM- XPT3 SIDE PORCH SOFFIT SECTION swots 614TEIB 12" x 12" ACT ON 5/B" GUS ON 2x FRAMING 4" STL. KNIFE FE w /(2) "f LAG BOLTS i4/ s . WASHERS, SUNK 4 \ PLUGGED - WELD EE. TO \ OF 1/4 x.SUa x10 STL (BASE R w/(4) U a LAG / SCREWS INTO BLOCKG. I NOTE: PROVIDE PLYWOOD FOR SHEAR WALLS AS NOTED ON STRUCTURAL DRAWINGS TYPICAL THROUGHOUT,. _ I A - -Ix SILL W/ FULL r� - I. BULLNOBE I �I F �. CHAIR RAIL "--3/8 GAP, TYP. GP. I. WOOD BATTENS ON ,3/8' PLYWD. PANELING I IOW Ix& WOOD BASE S II 3 fi TA. BEAM 2x4 a 5/4"i0 CEDAR TRIM; TYP ljl9' -e 1/4' T- R. . TIE o ENTRY (2) NEON BANDS - SEE ELECTRICAL 5/4" CEDAR TRIM 2x4 CEDAR TRIM METAL ROOFING RAFTER AND SHEATHING SEE STRUCTURAL 12" x 12" ACT GLUED TO 5/8" GUE, ON 1x FRAMING DECORATIVE BOx BEAM 2X TRIM — -' 5/8" GU. FURRING As REQUIRED SEE STRUCTURAL. DRAWINGS FOR NAILING AND CONNECTIONS PLYWOOD' SIDING ON BLDG PAPER ON PLYWOOD SHEATHING ON 2X FRAMING 5/8" CEDAR PLYWOOD SIDING'. W/ ". 4/4 ". x'Ih BATTENS a 12" O.C. ON BLDG PAPER'ON PLYWOOD SHEATHING ON 2X FRAMING .• XPTI FRAMEWORK TRIM, A MEDALLIONS 1X4 TRIM GLU -LAM BEAM. - SEE STRICT., PROVIDED BLOCKING CN INTERIOR FACE AS REQUIRED 5.'e" PL.'', GEIL(NG ON 2X12'8 • 24" O.G: 6147E104 4x4 MULLION W/ PLYWOOD SHEATHING, PLYWOOD SIDING AND IX TRIM WRAP R-10 RIGID INSULATION FOR FOUNDATION DETAIL - SEE STRUCTURAL DRAWINGS B.B. BEAM I MEM r -�- . /1 METAL FRAMEUIORG -_ - XPT6 I' -6 IR" 0 ENTRY SECTION FOR RATHER INFO SEE A A 0 ENTRY SECTION 12 1x2 BATTENS (5) PER 4' -0" SPACED EQUALLY CN 5/8" PLYWD. PANEL1AY° f 0.4 1�►1 � Illl '►,�' — 1 2X10 x T'4" CEDAR � CHAMFER 1161111111111 ' illl FOR FURTHE' INFO SEE E1 8. -10 6147E103 1 I/1' CAP FLASHING W/ HIDDEN CLEATS a 24" 0.C. 5/8" ROUGH CEDAR PLYWOOD SIDING ON BUILDING PAPER ON PLYWOOD SHEATHING ON 2X6 STUDS a 6" O,C. f-- FLASHING OVER 2x12 TRIM OvER' SPACED 5/e' x3h" BLKG W/ (2) 2'V' HOLES PER RAFTER BAY. (63 SQ. IN NET FREE AREA) BACK W/ BUG SCREEN • INSULATION BAFFLE CONTINUOUS SURFACE REGLET W/ SE,ANT BUR. OVER FLASHING OVER 4" CANT \ 1x2 CEDAR TRIM Ix CEDAR TRIM 0 ENTRY SECTION 3 T BEAM 2X10 CEDAR FASCIA 5/H" PLYWOOD SIDING ON BLDG PAPER ON PLYWOOD SHEATHING METAL FRAMEWORK -XPT6 SECURE W /(I)FLATHEAD MACHINE SCREW PER BAY COUNTER SUNK SOLDERED GROUND SMOOTH 4X6 HEADER r A.PPED W/ iX CEDAR TRIM ON 548" PLYWOOD SIDING ON BLDG PAPER ON IR" PLYWOOD 2x10 x 11/4" CEDAR MEDALLION W/ 3'4" CHAMFER ON ALL EDGES (BEYOND) FABRIC AWNING, I" SQUARE STEEL TUBE WELDED FRAME .4 ATTACHMENT HARDWARE. ELY MFR - CONTRACTOR TO PROVIDE 6x6 BLOCK W/ A -35 CLIP • BOTTOM a EACH END. TO STUD 4157E044 0 AWNING (SUPPORT 4157E031 6147E111 —2X12 TRIM - XPT2 5/8" PLYWOOD SIDING ON BLDG PAPER CN PLYWOOD SHEATHING CN 4X4 POSTS - SEE STRUCT. 4/4" X 9 CEDAR TRIM - XPTI IXIO CEDAR TRIM ON 5/e" PLYWOOD ON I/1" PLYWOOD 6147E110 ept 4/4" x IIy" CEDAR BATTEN IXe CEDAR TRIM - XPT3 •DIO STATE IJ Jr 3/4 A0 STOP 4 A ,: . FOOD. SERVICE CASEWORK. SEE. KITCHEN DRAWINGS' TOSL CHROME GRAVITY LATCH, TYP CONT. CHROME . PIANO HINGE; TYP. FO. WALL FIXED PANEL ASREQUIREP A B G p TOILET PARTITION DETAILS * WOMEN m$, MEN 06 SIM. 3" • ,1' -0" 802JHO05 G.4 TOtLET PARTITION', ELEVATION 802,1005 II 611 - - MINNEIIM MEIIIIIMEIM Mai 0 wiz MILM _ mliMIIIII1! l +u v • a l Ile— mom 1 41 s '.., 5 L I =fr. 2x SOLID BLOCKING • AT ALL HUNG FIXTURES FRP ON 54" TIRG., • I (SEE FINISH:SCHEDU,LE) ' :ON 2. STUDS • 12,00.x''. L I,T. BOTTOM R W/ 3/4"0- 'AB.•49', I2 FIBERGLASS, REINFORCED CEMENT i BOARD TO 6 W/ CCNT. ':. 12X6 lL OCKING "'•;SEE FIN.BN'BCHEDULE . ' ^ U u 1) 6 3/4" 2' -0" OPN'G 1 I /4" n E ENCLOSURE 415511009 I2 o BENT HOOK TO HOLD CANE IN UP POSITION. IV> x I A" ANGLE STOP .• PERIMETER (TYP) AND X BRACING 79 2x2x ." METAL GATE FRAME 111 3/4 0 x 18 LONG CANE BOLT, TYP. 1/4" MB. W/ FLAT WASHERS • EA END OF lx6 (TYP.) L 1 LONG; - PUNCH 1 /5"o HOLE FOR CANE BOLT, TYP. 4" LONG I'$ ID. 9Th. PIPE SLEEVE SET IN CONC. (TYP.) CANE BOLT [VIEW FRd'1 DACK'OF GATE) I' - 00 2,1006 1 ®► ink CE L INE: WALL '` • sin: 15TE006' FRONT ELEVATION VIEW 7944x'4 JAMB SET 24 INTO 24 0' 36" CONC FTC. E TS 2 2x DOOR FRAME O L I x1 x ANGLE STOPS E • DOOR PANEL PERIMETER BOLT 1x6 RESAWN CEDAR SLATS EA END W/ 1/4" ROUND HEAD MB VERIFY OPENING BEFORE FABRICATION PROVIDE 6TL. 1E LATCH 12" 0 oPNG u � u ! u, u 3/8'0 DRIFT SOLID STOCK F INTO OAK- MATCH. SLAB..TY, ADC SAMPLE - SEE INTERIOR-9 HINGE - SEE DETAIL HINGE 11•, COIYD TILE aE • CHROME WIRE PULL HANDLE, TYP: EACH DOOR • Jr® A IM 6 3/4" 1 3/4" T/ 2' -0" OPN'G 3/4 XED PANEL AS REQUIRED ri GATE JAMB 1/1 "• I' -0' TS4 "X4 "X " JAMB -':. XPTI WELD E'. • TOP T9 2X2% MTL GATE XPTI W/ L119 XIS X STOP 1 oPIPE W/ 82X22,4 "' WELDED TO PIPE GATE FRAME NOTE. FULL WELD ALL JOINTS F-- FRP ON M.R GWB. RUN I" BEHIND BASE TILE. 5'-10 i2" Ix6 RESAU.N CEDAR SLATS. WI SPACE BETWEEN. BOLT EA END W/ 1/4 m ROUND HEAD MB. TS BOX1 /4" FRAME I ,%1'1,x0 /4" CORNERS 'OF'X' BRACING BRACING - CHAMFER CUT• ANGLE PERIMETER STOP A 'X' II� i/ t J _ J TS 4%4X1/4' SET IN CONC. - CAP T9 W/ 1/4" R TYP - XPTI /1111M �IIIII I NV 1 ".. "1_ ROD -.WELD TO TOP SLEEVE v.SET IN BOTTOM SLEEVE PIPE W/ E!2)<2) <4" • WELD TO Pf, < JAMB (2) 4/4"X5 I2` CEDAR CORNER TRIM, TY, N. 415811006 Q.T.''S" BASE ' ON, y" WONDER BD. ON x6 PT BLOCKING LATICRETE WATERPROOF SYSTEM No. 9235: - b EA 007,4310: 4/4'x CEDAR 56" ROUGH -SAWN PLYWOOD ON 12" SHEATHING 4/4 "X3 I2" CEDAR XP73 41550001 aft METAL CAP FL-45141. 3 12 3'•0 s H32A' I AS REQUIR PLAM - I 3/4" AC EXT. PLYWOOD, TYP. ALL PARTITION FACES SOLID STOCK C'AK 3/4 X 3/4' C) TOILET PARTITION "HEAD" I' -0 802�li005 :. 518" LNGROOVED PLYWOOD SIDING ON BLDG PAPER ON PLYWOOD SHEATHING ON BOTH SIDES OF 2X6 FRAM.' • 16" O.C. LI_ A CEILING SUSPENSION TRIM- B' 'COMPASSO "' SYSTEM 8" "COMPASS, ATTACHMENT CLIP 2' X 2' SUSPENDED GRID CEILING' 15 COMPASSO SYSTEM DETAIL 16 ,PHONE_ COUNTER I !2' I •0 6147E002 12 I •0" 415811'003 SCREEN WALL 112" •'1 0" / PLAM - 1 GWB ON 2. FRAMING Ix HEM WAINSCOT BOARDS I x 2 < I Ix I HEM CORJERTRIM GLUE AND NAIL TO WAINSCOT x 1 BRASS CORNER GUARDS WAINSCOT 21 CORNER TRIM • .• 1' 0' 614P8004 LAVATORY SOFFITS A02TE023 21 -1' /" T. I6' -9 -." • ENTRY 5/4 "'x31'1" CEDAR TRIM - XPTI ON H. 2x4 P.T. BLOCKING 5/4" CEDAR TRIM - XPT6 X4. CEDAR TRIM:- XPT2 it IIoO - e - o - ro - oo o o ®•� �°�' i 0:4 o �- • �w� wew�w +awP.i ►w AAA. *. e' 1w/ 4BTE048 44 5/8' GWB ON WALL FRAMING MIRROR - SEE SHEET A2. S 0 AFF,_ 2X6 1X12 .vG H E TRIM - '6TT -BO M SIDES 1X6 VG HEM '. TRIM - STI 6' -0 O.C. (TYP.) CD , BOX BEAM 112' • I -0" " 1X12 VG HEM TRIM 571 - BOTH SIDES 2x6 VG HEM TRIM -STI BEAM TRIM .WITHIN O CLERESTORY BAY 3 2 • I' -0" 614P6002 2x4 BRACING • 423" 06. - SECURE TO STRUCTURE " GWB ON 2x4'' 24 "06. - SECURE FRAMING TO STRICT. PAY PHONE PLAM -1 • ALL SURFACES ON 3/4 ". AC PLY. W/ HARDWOOD EDGE BAND PROVIDE SOLID BLK'G IN WALL PROVIDE: SOLID BI.K'G IN WALL (ID LUNCH COUNTER at -0 MIRROR -.FULL WIDTH < HEIGHT W/ CONCEALED FASTENERS TOP < SPLA91-6 3/4" AC EXT. PLY. - SCREW < GLUE ALL JOINTS - SEE "I" PLUGS. FOR FINISH L 2 1/2"X2 1/2 "X3/16 x2 -0 "X2 -6" MITER < WELD • 90• W/ CA/ 1/2 "0 M13.114/ FLAT WASHERS TO DBL STUDS RESTROOM VANITY 1 A QOIN SLOT. • /4 614P9005 PLAM -2.0N ALL • SURFACES OF 3/4' AC EXT. PLYWOOD 11" MAX HC. f 5 /4 WOOD SEE FIN. SCHEDULE < 9TRUCT. FON, PLAN FOR SHEATHING 1 FINISH SEE: FLOOR PLAN FOR B 8111D 812E 41599002 T9, PER STRICT. SCHED. W/ 5/8 "o M.B W/ FLAT WASHER COUNTERSINK 32" OC. 802,1009 METAL ROOFING ON PLYWOOD SHEATHING V ISE SEE BT 12'x I2 ACT GLUED TO 5/9 GWB CN 2x FRAMING 2 x 4 x 6 HAILERS -- a 45' OG BOTH SIDES CF JOIST 2 x 6 BLKG 1X10 VG HEM TRIM - — STI - BOTH SIDES 2x6 vG HEM TRIM - STI 6' -0" O.C. (TYP.) BOX BEAM 6 SLOPED CEILING C.) G 112" • < -0" 614,001 BUILDING SIGN BY in OWNER EXHAUST DUCT SEE STRUCTURAL FOR ROOF FRAMING -- 2x6 BLOCKING PER JOIST M,IIPACTURER W/ HANGER • BEAM EXTEND MIN. 0) PANEL' POINTS UNISTRUT P100IT COUPLING BEAM IQ, ALL THREAD RODS FOR HOOD ENCLOSURE SUPPORT -- SUSPENDED CEILING W/ SS. CLOSURE — ' CAULK • PERIMETER - ONE HOUR RATED SHAFT AND LID - PER GYPSUM ASSOCIATION ASSEMBLY O NO. WP 1340 E / OF I TYPE k G. ON EACH SIDE -9/8" METAL STUDS • 24 O • UP C. I W/ I" TYPES SCREWS • 23 OC J EDGES < 17 OC, INT. TYPE (HOOD SEE PLAN - -- - -- PROVIDE SPLAYED WIRES • 49' FROM BOTTOM AFT TO ROOF STRUCTU SH RE • 17 EXHAUST DUCT SHAFT 1 415TE052 2' -0" x 3' -0" PRE -MFR'A / ROC, HATCH ( CURB ' I■ • ul L FRP ON MRGWB ON 2x SOFFIT FRAMING • 24"06. - PROVIDE JOIST EN,OCK'G SPANNING MIN. (2) WEB OONNECTION POINTS ACT CLG. STRINGERS RUNGS OC W/ 3/4'0 BAR :• 12" OG 11 I ll �11: DBL 2 x B HEADER IN SIMPSON HANGER - PROVIDE JOIST BLOCK. SPANNING MIN (2) WEB CONNECTION POINTS II 1 Jr GWBwLG. Vim` PROVIDE FRP ON x 2'-0" MARINE PLYU.D. BLOCK'... OEHIND LADDER.. SOLID WALL W/ 5 /e "o MB. .B. ANCHOR TO90LID BLK'G ANCHOR •SLAB W/ EXPANSION, BOLT TYP T s . COLUMN WRAP • C)•ROOF HATCH t^IY2' 1 -0 4ISTE028- 3/4 • 1 -0' 4085001 6' M'N. 12" MAX. I .III (7 ) CLERESTORY SECT l / 11,2" • I' -0" 614,005 5/8" GWB WELD 2'•II 12" I x 6 VG - HEM TRIM 2X4 • 16' O.C. 2 x 0 TRIM — 5/8 CEDAR ROUGH -SALL,4 PLY BLDG PAPER ON CC 2 • R SH .C EATHING ON 2x6 • Ib" O. ON 5/8" GWB METAL ROOFING ON = SH � �� PLYWOOD SHEATHING i II I 1.0.% 12 " 1I /4 " FLAT BAR HANDLE. 3/4 "o ROD. 12" uOLE FOR PADLOCK 5,0" PLYWOOD BLOCKING FRAMING 2X3 BLOCKING IX TRIM ON WALL BEYOND -STI — 1X12 VG HEM TRIM • STI -1300 VG HEM TRIM - STI 2X6 VG HEM TRIM - ST' 3 1/4" EIEW GATE HANDLE I" o ID. PIPE, 4x1 /4" STL. IE. WELD TO FRAME. GATE FRAME 'v LATCH BOLT - LW PADLOCK TABS 4 " A 1/2 ", 1 1/4" x (VERIFY LENGTH REQD) TAB: WELD TO T9. GATE FRAME. PROFILE TO MATCH GATE HANDLE. 11 O GATE LATCH L2 FLOOR FINISH, SEE FINISH SCHEDULE T.O. SLAB WD: WAINSCOT AND BASE W/ 3/8" REVEAL GAPS (TYP) - SEE 34/A9 (SIM) 12" GAP THIS LOCATION DINING 4 FLR FINIS4 - SEE ---� SCHEDULE - ON CONC. FLR BLAB - SEE STRICT. 3x3,4" T.S. PIPE STIFFENER - -- Ix6 VG NEM TRIM-- '- - -.... WRAP AROUND W/ MITERED Res I CORNERS SECTION AA 3 "•I' -0" T9. GATE FRAME. GATE BOARDS, FREE E ND OF WALL - -- - W.' PIP STIFFENER E FFE 9,0'0 MB. W/ FLAT WABHER9. TYP. 3%3X'4" `S _.. _. PIPE STIFFENER - f-Ix uG HEM 6 TRIMBDS W/ 3/8" REVEAL BETWEEN EARTH FORMED, 00 POURED -IN -PLACE p CONCRETE FOOTING 24 ''LOW PARTITION i 12" x 12" ACT GLUED TO 5/5" GWB ON 2x FRAMING 502,1012 �lp�L • 802,4001 — 9/0" GWB ON 2X6 FRAMING DINING 3 Ix6 VG HEM TRIM BDS W/ 30 REVEAL. BETWEEN .0. SLA \ 4 Ill 0 8 O o T II R� � e DINING 4 TO DINING 3 TRANSITION DETAIL 14000 91r 11.1 1 • 4/4 x'.9.I4," NET CEDAR TRIM. ON 5/8 • ROUGH - SAWN PLYWOOD ON BLDG PAPER ON I/2' PLYWOOD ' METAL FLASHING a CAULK 4/4 1'a "NET CEDAR TRIM XPT -3 4/4x3 1 NET CEDAR TRIM XPT -3 R.O. WINDOW HEAD 1 IR' ,. V-0" 5/8" ROUGH-SUN PLYWOOD ON BLDG PAPER 'ON 1/1" PLYWOOD SEALANT W/ BACKER - ROD, TYP:. Uc JAMB EXTENSION �s1 WINDOW JAMB JIR � -0 ROUGH 9AU.N •PLYWOOD ON BLDG PAPER ON I/2 PLYWOOD CEDAR TRIM XPT -3 SEALANT W/ BACKER IX JAMB: EXTENSION WINDOW JAMB PCEMANUFACTURED WOOD FIXED CASEMENT WINDOW, TYP. vARIEO_ $BEET SCHEDULE' 4/4 x 5 IR" NET CEDAR TRIM --� XPT -3 s •; FI' 1111 .1 i MIN 11= II komlii I ' UIMDOUI SILL FOR SUPPORT SEE ak r.V 7 'h ^e ALL THREAD RODS 5/8" G. - (2) 2X12 e 2X6 HEADER, TYP. 1X4 CLEAR VG HEM TRIM, TTP. XPT -3 5/8" Gu.9 1X4 CLEAR VG HEM TRIM, TYP. m UU LL 4 L 0. 3 4157E020 p 3 Ix SI W / FULL BuL LNOSE �— IxN CLEAR HEM CHAIR RAIL TRIM; 9T -1 6147E013 OVE RHEAD CAB 'SUPPORT 9117E21 4/4 x NET CEDAR TRIM XPT -3 2 AFF. IX JAMB EXTENSION XPT -3 DOOR HEAD 614PS010 CD 1 1/1" . ,'_0'. ® 93AR; 29 1X4 VG HEM TRIM — SEE PLAN 1/1" TYP, Si • A • Iy 5/8" GWB (7)2X12 a 2X6 HEADER, TTP. 1X4 TRIM, TYP. XPT -3 INT. HEAD /JAMB 415TE024 SEE SPEC. FOR THRESHOLD - SET IN SEALANT HM,! DOOR JAMB /HEAD WALK -OFF MAT / QUARRY TILE SEE INTERIOR SHEETS L I4 STOR 30 4157E021 8I1/1 . I' -0" 415TE021 5/B" MRGWB - SEE ROOM FINISH SCHEDULE FOR FINISH SANITARY SEALANT, TYP. 415TE023 OVERBAR SECT ION m SHELF SEE e'-0" O RELIGHT HEAD (JAMB 0M.) 3 DINING I IXB TRIM 5/5" GU. 1X4 TRIM IX TRIM (JAMB SIM, 1 0 415,032 RELIGHT HEAD 9 ENTRY e SOFFI T, 415,025 1 1/!' I -0 "415032 i IR .'1. RELIGHT MULLION (STRUCTURAL) TRUE DIVIDED LIGHT'... GRID 17 REL 'GI-IT MULLION "SVARIES' SEE WINDOW TYPES ON A4 VARIES_' �I cBEAM C� 3e' PART. BD. ON PLY ON 2 x 6' m 24••'oa. 10' _036" tBEAM 2)12 TRIM RIPPED TO 10 — IXB TRIM 2 X4 SOFFIT FRAMING 24" O.C. % G. 8' -30b ID/FRAMING. LINE OF OVERBAR CABINET • MEIN IX x STUD 3 4 -� vCs HEM TRIM ®. ll 1/ S RELIGHT SILL 2 x 3 NAILER BOLTED. TO 2 x 2 x i /8'I n 4" CLIP ANGLE WELDED TO BEAM • 48" OC. S TEEL SOFFIT STANDOFF W/ (2) 1/2' MB. <WASHERS WELD STANDOFFS TO BEAM • CENTER OF BEAM AND • 48" O.0 C4 x 125 x 11 WELDED TO BEAM • 48' O.C.: '.. (2) 2 x 12, HUNG FROM ANGLE BY (2) U "o THREADED. RODS FOR OVERBAR SUPPORTS FOR ADDITIONAL NOTES - 5B" OWB IX4CLEAR VG HEM TRIM DINING 2 • 4157E031 1x4 CLEAR VG HEM TRIM, T. WOOD STOPS', -. NO PATTY SOFFIT AQT. CEILING DINING SIDE. O JAMB "4111E029 I X 6 CLEAR vG HEM TRIM, , 6147E016. '� 12'L�,a t/BEAM 1 x 6 TRIM TO ALIGN W/ ADJ. WALL 1/2" PARTICLE BOARD. ON 3/4' PLYWOOD LINE OF THREADED RODS BEYOND TO STRUCTURE ABOVE - SEE STRUCT A. 10_036 ABEAM 1. SOFFIT FRAMING • 2A'ac.. IXB TRIM tBEAM ro e" GWB 8 3 b,FRAMING III 2 • 4 BLOCK FASTENED TO N BEAMS - CONT. BETWEEN RODS TUBE STEEL COLUMN SEE STRUCTURAL FOR NO7E5 - SEES SILL CEILING PIiAN 1X4 VG HEM TRIM. 5/8:" GU.B ON SUSPENDED METAL FRAMING -SEE CEILING PLAN LEGEND II STEEL BEAM - SEE STRUCTURAL 1 OVERBAR SECTION SHELF 614P8016 .. -I 3' 3/4" GLUE, G 8' -8Th" IX TRIM 5/8" GWB T STR .B. ICT S 9' -0" REVEAL 4151E009 BEAM DETAIL 614P5015 12 4157E011 INN WAINSCOT TRIM (VINYL' WALL COVERING • SIM) 5/8" GWB ON SUSPENDED METAL FRAMING, SEE CEILING PLAN LEGEND , 1X4 vG HEM. TRIM 5/8!' GWE IX VG HEM TRIM 4/4 x CEDAR TRIM GLU -LAM BEAM AND JOISTS - SEE STRICT -� 91MP00N LSTA la CONT. 2X4 LEDGER ;2X4 SOFFIT FRAMING .• 24 QC. ACT CEILING '. 4X8 BEAMS E CONTNUOUO • ,BETWEEN STEEL BEAMS =. , SEE STRUCTURAL 2X6 SOFFIT FRAMING •48" SECURE TO STRUCTURE ABOVE III CONDITION • G CLG. -(BOTH SIDID ES)1110 . TRM 1x8 TRIM ON 5." GUJI3 ON 2X6 FRAMING ^' 1X4 TRIM m 5 /B' GUM 1X4 VG HEM TRIM ,SEE CEILING PLAN WINDOW/DOOR JAMB I I/2 • 1' -0" 4157E026 r - L ( It 3O 2 OVERBAR SECTION STL• BM. 614PSOIB OVERBAR SECTION FOR ADDITIONAL NOTES SEE 614P0019 • \ e r 70 Q 2 ®• '? TRIM 4 VARIES m 6EE A2 IX CLEAR VG HEM TRIM CONDITION A.C.T. CLG. (BOTH BIDES) EaTE.M14 DOOR SWEEP SEE HARDWR SCHEDULE IX TRIM • 5/8" OWE, (STOP • BOTTOM OF TRUSSES 1X8 TRIM • 1' -0" 1x4 CLEAR VG TRIM, TYP. 19 SOFFIT (J4EI Nil) ® REL ICsNt JAMB 415TE011 I/1" . I' - 2 x B TRIM W/ EASED EDGE 4" RUBBER BASE FLOOR F'NISH - @,• tBEAM 2 x 3 NAZI ER BOLTED 70 2 2 x VB" x 4" CLIP ANGLES WELDED TO BEAM • 4B" O.C. + 0 6 FRAMIME C4 x'119 x II WELDED TO i BE AM m 45 O.G. '. FOR NOTES. - SEE 3@ CAULK SET ALUM THRESHOLD QT. SEE FINISH SCHEDULE i= DEPPRESSED SLAB ��— CONCRETE ANCHOR EXT. TI- IRESNOLD 4415,018 O 0.T. TO CONCRETE I' -0" 5/e" GEE ON SUSPENDED METAL FRAMING SEE CEILING PLAN LEGEND SOFFIT 27 BASE TRIM DETAIL 6147E018 6'4TE015 SEALANT TO MATCH GROUT 212X6 W/ (2) 2X FILLER RIPPED TO FIT 4 /4XB CEDAR TRIM - XPT -3 X11 .0 ° AFF. R.O. METAL DRIP ----- FLASHING 'x06 x1'4' BRONZE L TRANSITION. SLOPED CONC TOPPIt.Y ADJUST TO THICIQJESS REQUIRED CARPET CONC SLAB O END WALL 4157E033 21 I Ia • I' -0" PREMANUFACTURED WOOD FIXED CASEMENT. WINDOW, SLAB CONTROL JOINT PER STRUCTURAL THIN SET QUARRY TILE THIN SET ADHESIVE I2 MIN. (NTS ' CONCRETE 4 � FASTENERS • 4" aa, NOTE: SEE '4" SHEETS FOR LOCATIONS 4415,001 7 O CARPET / TILE TRANS, 415JT002 5." GWB CLG. ON ...FENDED METAL FRAMING - BEE CEILING PLAN LEGEND 14 SOFFIT TRIM DETAIL O p TRANSOM MULLION SILL w. FULL BULLNOSE — x CLEAR I,Ya I M RIPPED TO CHAIR RA TRIM FY, 0T -1 B/B" GWB 614TE019 N UTE011 — Ix JAMB EXTENSION XPT-3 614PS006 2 x 6 MIN. JOIST BLOCKING EACH SIDE OP JOIST OVER. `\ i.. // PINO( BLOCKING JJ r4 4SUPRTS EAHA BIMPSON LUS44 HANGERS W/(4) 163 EA. PER JOIST MANUFACTURER -- 2x4 DRACING TO STRUCTURE • 48" O.C. 204 BLD".•.L • 45" O.C. 2X4 FRAMING • 24" O.C. Z IC I- W • CC / H � li Z W w CC 0 CC z Q a 6 CO , m1 zm I— N 4 O < 3' W 4 3 Zo 4 VIIILOM t Of 1- i- t -1 -1- TAt i ! ll r 1 L PJ p oi JI ►® 0 DINING 01,08,0910 veer I �eeeeee� 1 ieeeeeeY 1 ieei i���h�I�u���i�����i�i���i��� III111�1�I1111 MI •• ■.M® ■ t ...4 04 aim o �eeeeen O Men: OPEN TO BEYOND t 00 00 400 00■ Ili 10 ■O 00 am ram O 7 ®!'T 01 DINING 07,08,09 COINING 0 - 1,08,09 I/4".1 III I Iiuiiiuiuui iuiiuui uiiiva i riuIIIIuIiuu lin r a. - ,111 �C • MIIIMINIM1111.01■111 •5 111111111. 11110111 (I) LOBBY 02 0 _ C 111111011 TO OPEN r0 CORRIDOR OPEN TO LOBBY 28 DINING 01 FOLMIEUMI MOM M■I DINING 10 q-) 0 8131 i, lani�i®i i�1 ii,1 'i11 (Nasa ■ - Srll ®I! i I�� 0 I z7 B ATTENS a 0 P@R 4'•0" OPAW eVHNLY AND OENTERHP ON I ON WAL LLIpOp PA TO CONCHAL JOINT6 • CENTHR RT ® ON WALL. PT-1 ® 66 RED OAK CHAIR RAIL - OT -I, MITER ALL CORNHR6 (TYP) RUN RAIL CONTINUO* ACR066 WINDOW OPENINGO 0 3 64 TRIM • PT -II �4 HVA0 DUCT M DINING - see MECHANICAL i eIECTRIG4. PLAN$ • PT•O CO 64 TRIM - PT -II 0 IN RIPPED TO FIT - NPT3 0 . TRIM - PT•II O PAINTED GM/MRGWB • BEE FIN10H SCHEDULE, PT•1 O9 DECORATIVE BOx BEAM - PT -II, 6EE 1�0 VINYL WALL COVERING ON GWB - OEE FINIOFI •CHEDULE,. WV -I II TILE WALL. CT-1-6 • Dee FINI6N OCHEDULE U Ixe BASH TRIM - PT -II, see 49 13 1x17 TRIM - pr•r 14 eOx BEANO AND Oem SURROUNDe • Pr -II, Dee r' V 15 7z17 TRIM RIPPED TO 101{" • FT •11 16 PLAN FINISH - see FINISH OCHEDULE PLA1-6 Il P ARTITION PLAN 1 0 4• CERAMIC TILE BA6@ - CT -e - DEE 6IN16)i sCHEDW..E 19 6" OT. BABE • OEE 76 ® IX JA776,11.L.AD TRIM • OPENWG - PT•11 21 7x10 - PT•11 24 L.-. BEANO lTTPJ - 'PT -10 Q HANDRAIL•. i Irz" O,D. 6TEEL PIPE RAIL, WELD 1 GRIND OMOOTH' ALL JOINT6.. LCGATE I IQ" TO INDIOE EDGE OF Izb CHAIR RAIL ' ALG:."u LENGTH QF HANDRAIL. MGWT CHAIR RAIL � 7' -II IR" TO TOP AND EXTEND CHAIR RAIL 3' BEYOND HANDRAIL AT EACH END. PROVIDE WA EL RETURNS TO WALLO W/ FLOOR FLEE E60.170-BON t0 LL c7R OR FLOOR • NVAL: DUCT IN LOUNGE PAINT PT -3 b7 BARENO CUT TO FIT BOOTH ti,4 FRP FINISH 0 I ° �S CF wAtmr,we ' ----- 111111 rill IIIII i IITIIVIV I Ell MIMI rz ' E I immesig ----- 111111 rill IIIII i IITIIVIV I ' E ll ■ 4Y 'l II: 1 • .. i n re g LI 111111 Lill: -, Mirillfitil ,6 MI I MIN No Lair OE t)INING 10 RAISED BOOTH PLATFORM AND BOOTH SEE INTERIOR DRAWINGS EMP. RR le IL To 0 it 4f) 0 c)? cp<i) maul iiiinninlia, - OPEN TO /0\ _ 1 \ ® WOMEN 05 ® WOMEN 05 OM ISM MIME IIIIII111111111111111 60' CLR SIDE DOOR MEN 06 60" CLR END DOOR 42 MIN .,12 FOR BAR ELEVATIONS SEE INTERIOR DRAWINGS 0 MEN 06 FOR BAR ELEVATIONS SEE INTERIOR DRAWINGS 4 URINAL LAVATORY TELEPHONE A 7 4 I d :,, . 1 =7=1,4 4 ° 1-: CIZE DISPENSERS 4 . wASTE,SEpEPTACLES IMEINIffill111111111•1111111111111111111•11111111111111111•11111•111111•111111MIESII „ OPEN TO WAITING LOUNGE IS MEN 06 ! elb MEN 06 7 111Ir KEYNOTES ON WALL. PT-I 0 lx6 RED OAK 0-1AIR RAIL - 6,1. MITER ALL CORNERS (TYR, RUN RA, CONTINUOUS ACRO. WINDOW OPENINGS. ® .4 MN • PT•Il ® 14VAC DUCT IN DINING - SEE MECHANICAL ELECTRICAL Pt.ANS - PT4 0 N4 TRIM • PT•Il 0 IX RIPPED TO FM - XPT3 .0 TR,1 • PT-II ® PAINTED GU215/MRGW5 - SEE FINISH SCHEOULE, PT-I ® DECORATIVE BOX SEAM - PT-II, SEE 0 VINYL WALL COVERING ON GUX3 • $ EE SCHEDULE, 21V-1 I WALL CT-I•6 - SEE FINISH SCHEDULE OPEN TO KITCHEN \ • ./ ® !XS BABE TRIM • PT•II, SEE (-5 E 2%12 TRIM - PT•Il 0 ec. ISEATIS AND PPAP1 SURROLNDS PT • SEE Calle , 2412 TRIM RIPpED TO ION," • PT•II ® PI-41 FINISH • SEE FINISH SCHEDULE PLAM-6 1 /, I PARTITION, PUAM-I 0 4 CERAMIC TILE BASE CT-I3 - SEE FINISH SCHEDULE ® 6" 0.1".25A6G • SEE e IxJAMS,SILLMEAD TRH F OPENING 25,10 LaSSE IMAMS (TY, - PT-10 fICA%rOI C Al-ONCT LIENGITI-1 OA HANDRAIL. MOUNT CHAIR RAIL • 2,1 I/2" TO TOP AND EXTEND CHAIR RAIL 3" BEYOND HANDRAIL AT EACH , :ND. =I ILI TO UJALL6 IU/ PLOOR FLANGE H.V.A.C. DUCT IN LOUNGE PAINT PT-3 f'D .2 !BATTENS CUT TO FIT SOOT. C O FRP FINISH ‘k AL ark ink lortzrearcr- 3,0. COLUMN, T. CS/ PATIO RAIL, SEE DETAILS. IT'-10 12 IT' -10 12" 10' -10 12' 4" G'ONCRETE PATIO SLAB ; DROOM FINISH, TYP.'. DOUBLE LINE INDICATES 12" EXPANSION JOLNT, TYP. 10.' -10 I2 3' -10 12' axe COLUMNS. TYP. !B2' SIMS. HUBIO TO WALL, TYP. O. SPACING (4' -6 MAX, 1. -0 .. 1. - 0n SECTION A A ®TLLIS ECTIONS 002JH016 NOTE: WELD ALL JOINTS, GRIND. SMOOTH, PRIME, AND PAINT. 1 12' IR"FB: TOP 1 II (211 IR x12 "FB.. P0 0T U1/ i k" x IR" FE: SPACER � T�B DRILL WOLE' TO l_Ow.ROOS rO:' Ii F r , -EMBED POST IN 2 Ur x 2 12" (ID:) T.S. SLEEVE. .FILL W/ NON SHRINK GROUT. 8X10 BEAM BXB COLUMN BELOW COUNTERSINK BOLT HEADS BEHIND BEAMS W/HAXI HUS HANGERS W/ MAXIMUM FULL NAIL WG PER MFR /11 EA BEAM BX10 BEAM SIMPOON HANGERS 8x10 BEAM BX10 COLUMN ®7.Io RAIL SECTION 213,002 SO2JH013 `,I LIGHT BOLLARD PATIO PLAN DETAIL O PATIO PLAN DETAIL — CONC. PATIO SLAB. STEEL / RAILING —'x S. TRELLIS COLUMN ON C.C. PEDESTAL. z CC D a V0 z W W }' W Q < D. 6 Z O a 3 a3 � W Y z ' a�. L - - - - 1qx LlN�6i t P P NOTEO PF 14'-0 1/2• 14' -0 1/2' STEP IN TOP OF CURB o RAISED FLOOR AREA TY 1 ty IA CONC. SLAB IN THIS AREA TO BE 10" ABOVE THE TYP. FINISH FLOOR ELEV. - 50' -0' 23'-8 3/4' 23'-10 TYP. FS EXT. FTC. 1 FOOTING SCHEDULE MARK SIZE 2 3'.x3 3' x1 4' -0' x 4 -0' x 1' -0' DP. x 4' -6• x I' -0' DP. 2' -0' WIDE x 0 3' DR' 3' -6" WIDE x I " -3" DP. x 3' -6' x I'-0• DP. 2' -0' WIDE x 0' -3' DP. 2'-0' WIDE x 0' -S'. DP. REINFORCING NONE (3) •4 EW. BOT. (5)•4 EW. BOT. (6) •4 EW. BOT. (2) 5 CONT. BOT. (6) 5 LONG. BOT. (20) 5 TRANS. BOT (3) •4 EACH WAY (3) 5 CONT. SOT. '4) 5 CONT. TOP /BOT r -r I O I 10 12'-2 3/4' NGTB UNLESS NOTED THE TOP OF ALL FIGS. ARE 1 BELOW FINISH FLOOR. SW2 C.J. 22'-0 3/4' 4.. CONC. SLAB W/ •4 32" O.C. EW: 1 I/2' CLR 2" SAND OVER VAPOR BARRIER OVER 2 SAND OVER TOP OVER 6' LAYER I .CRUSHED ROCK SW2 124'-3' 24'-1' 24'_1' 124'-3' 31-11/4" SIM. 2' -0" TYP J TYP. LH _J 01 TYP OFFSET BASE PLATE I CJ. Oh TYP. Fs ExT. FTC. -- O COL. L ___J KITCHEN FF.•0.00' I/4' 18'-1 1/2" 20'-1 3/4" HOLD°. BOTH SIDES OF POST '' 16d NAILS o 3" O.C. L OTE■ REFER TO INTERIORS SHEETS FOR INFORMATION REGARDING COLUMN COVER TO BE INSTALLED OVER TS COLUMNS DURING ERECTION u r S t5 _ ,f DI I I o fl +- � - NOTE: FOUNDATION PLAN IA _0, 5. 0.0- A.B.'s FOR THESE HOLDOIUJS MUST BE CAST INTO FTC. 14' -0 1/2" A 21'-6 1/2• var I I —T OF.. 0ID0 • 7 — '- — 42'-8' 25' -1 1/2' • ._ --. ..- T - I T�/�� /� ■■� \ / �Y Nd L V,,!•(.1,), ILO YBTO /Y,O ♦ ♦ E 1 CO C LM, NAL EN CINENN9 Willamette Park Pla• £AY 18 j'lBS - -e3tB • 689/'!88-98, Porta, OR 8718! 1 v z CC w I- • Z w W O o cc LL � co _ CC Q 3 • J W< Y Z 8 0 6x 10 BELOW 6x10 BLOW. 5 I/8 x 25 I/2 GLB. 6 3/4 x 28 1/^ GLB. 23' -8 3/4' AC -5 0200 _B5J LSTAI2 ____ 111 K HOODS LOW PER 1w 5 1/8 15.G B. _ I 6 3/4 x 28 1/2 GLB. B c•0 ' 3/4" PLYWOOD W/ PANEL INDEX. NO. 48/24 NAILED W/ ed COMMON NAILS AT 4" O.C. TO TOP OF WALL /GLB I, e 4x6 W/ Nir HU46 TO BM 3) PLACES BRACES e BRACES m 24" O.C. NO BRACES AC-3 (1200 LBSJ 3/4' PLYWOOD W/ PANEL INDEX NO. 48/24 NAILED WITH' COMMON NAILS AT 4 O.C. ALL SUPPORTED EDGES. AND 12 :c: . FIELD, BLOCKED " tJL • 32 O G . D FOR HEGH, UNIT SSES AS REOUIRE 6 3/4 x 22 1/2 GLB 51M. - WINDOWS AND RUN TYPICAL 2x12 JOIST TH PER 10/54 EXTRA TRUSSES FOR UNITS 4x6 W/ HU46 TO BM. DBL. 2xI2 5/e" PLYWOOD AT SLOPED ROOF W/ PANEL INDEX NO. 32/16 NAILED WITH ed COMMON NAILS AT 6" O.C. ALL SUPPORTED EDGES AND 12" 0.C. FIELD l I 1 O p 1/3 x 15 GL 6 X 6 BLOCKING WMU66 TO TJI WEB ST PEENED FOR BAR CABINET SUPPORTS AC -2 1200 LBS 4 X 8 HEADERS W/ THA HANGERS EA. END TO TRUSS - BRACES • AC -1 (1000 OPP. 31 PLACES 31 30" T • 16" O.0 34x IS 1/2 SIMPSON GLTS TO W /HU66 EAGN END TO JOIST FOR BAR CABINET SUPPORT �- SIMPSON B412 EA. END OF4x 12 SIMPSON EPG CAP SIMPSON EPG CAP AND BRACE TOP OF BEAM T RAFTER W/ 2 x 6 TYP. Q Q Q C r ) Q 124' -3' 14' -0 I/2• 23' -8 9' -8 IR' } I 22' -0 3/4' 4l-5 3/4•I 33' -2' li 21' -6 I/2' ' ' i I I � j (2 MITER RAFTERS • 45' AND CIONNE RAFTERS ; P BEAM WI ) 2 x 12 TYPICAL _ – CONNECT TO HIP BEAM WITH ® /. FOR RATERS OVER 13116/, RATERS OVER � A ', 4325 LONG ALSO PROVIDE AN (3) 16 l FT. CLIP ALSO TO 45'. AN rr I 4325 CLIP BENT TO 45'. 4325 CLIP BENT TO 45'. Arg 14' -01 /2' ). A MITER RAFTERS • 4r AND CONNECT TO HIP BEAM WITH (3) 1681. FOR RATERS OVER 1 FT. LONG ALSO PROVIDE AN A325 CLIP BENT TO 45'. 12' -2 3/4' 4 2 6 x 6 BELOW W/ SIMPSON HUC46 EA. END TO POSTS NOTCH RAFTERS FOR SIMPSON LU210 EACH END 24' -1' 24' -1' 124' -3' 6 x 6 BELOW W/ SIMPSON HUC46 EA. END TO POSTS SIMPSON PC POST CAP (TYP) SIMPSON EC POST CAP 14. — N 3 d- EXTEND 4 x 12 OVER R COL. FOR Od BETWEEN BEAM / POST 28' -1 1/2' ( 2 x 12 TYP. E2' MITER RAFTERS • 45' AND CONNECT TO HIP BEAM WITH (3116/. FOR RATERS OVER 1 FT. LONG ALSO PROVIDE AN A325 CLIP BENT TO 45'. 1 14' -0 1/2' )p 1' -6' L M - 10 otoe ROOF FRAMING PLAN Nir C C 9 NALSE B/D I LD A! a O U N[8, 1NC. CONY LILTING 9TRUCT A! a° RNGIN /9RB ® J {IN.uII. Pas! Pb. IAY J09/YBJ -JBPB JBJ% 1J -98J8 Part1uM OA BPPBI z lL cc W 0 CO co i VJ CC Q < O W Q Z 0 N SHEAR WALL SCHEDULE " MARK ' SHEATHING 584 Ni 'SILLp ANCHOR n SU- PL SW1 I/2" E PLWD. FACE SHEATH. ON 8d • 3" O.C. 2X 3/4 "0 AB.'s w 32" OC. SW2 I/2" PLWD. SHEATH. BOTH FACES 8d a 4" OC, 3X 3/4 "0 AB's • 24" O.G. SW 1/2" TH FAC PLWD. ESHS EATH. BO 8d* 3" OC. 3X O. 3/4 "AB., A.'e • 24" .0 I WALL HEATH.- SEE SHEAR WALL SGHED. 2x6 a 16'oc. EDGE NAIL (TYP/ I' -0" SEE PLAN FOR COL. SEE PLAN TOP OF A.B. PROVIDE DBL. •4 DOWELS FROM FDN, AT EA: HD ANCHOR SEE® ® PROVIDE ,IY 2•' TO 6 CENTERED ON AB. (44;4 DOWELS PT. 2x6 PLATE W/ 3/4'0 I m A8. e e 3 O.G = UNLESS N OTED IN 0 =3 SHEAR WALL SCHED. P.T. 3x6 PLAT, W/ 3/4' m x Ip AB. s • 24' O.C. AT 'A' J 0 -3 , x N J FOR FTG. SIZE AND REINF.- SEE SCHED. I = 1' -0 m I8 A-EQ 6" EQ A-SEE SCHED.-/ SEE ARCH. ' P.T. 2.6 OR 3x6 fE - SEE SHEAR WALL SGHED. FOR AB.s e HOLDOUNS. AT WALLS NOT SCHEDULED, USE 5/5' m x NOT_ ABe a 45 0.C. 0 2 •�4 DOIUELS x `a 2 6 SLAB -SEE PLAN •4 x o-e vERTS • 24' O.C. ALT. HOOK DIR. 1111=11 .AND) CENTER WRIZ. TOP * VAN x •4 • 12" O.G. HORIZ. ROUGHEN SURFACE FOR FTG SIZE AND REINFORCING - SEE SCHEDULE BOLTS TO POST LTT20 - (10/16d 01D2A - (2) 5/5 "0 HD5A - ( !2) 21 /5 3/4"0 H 1 "m HD5A - D5A - (3) 1 /5"m HDIOA - (4)1/5 "m A.B. TO STEM WALLS a L LTT20 - 12 "m z 0 -2 ND2A - 5/5 "0 x L 0 -3 IL +105A - 3/4 "0 x -L 0 -4 HD6A - 1/8 "m x -� 0 -6 HD5A - ',,1/5' m x - L 0 -6 HDIeA - 1/8'0 x (CAST HDIO A.B. INTO FTG.) FOR SHEATHING m NAILING- SEE SHEAR WALL 4 a 4 "O.C. x ,DBL 2 DOWELS J AT ALL ND 0 -6 ANCHORS) SEE POST, FTG., BRG. le, DANE e,m SIDE IEs. P.T. POST - SEE PLAN (2) SIDE tEs 1/4' x 3' x 10'.. W/ (2) 3/4' m M.B.e BR&R 3/4' x51/2' x. 5 1/2' WRAP COLUMN W/ '.. I/2' EXP. MAT'L 3' 0 STL. PIPE DBL. NUTS R' N.S. GROUT BASE 3/4 x 10' 10' W1 14/ 3/4 m x gl ABD OR 0 % 3/4' ' PA . EMBED) S (3 i/4'. MIN. EMBED) CONC. SLAB SEE PLAN 3/4" !ERG. R 1U/ (4) 3/4 04 ,. X 11/6" AT 01D2A ( 0' TO 3RY 23/16 "AT HD5A 2 1/16" AT 1-1D6A, 8A, 10A TYPICAL WALL END � I 3/4, x 1' -0" ROD WELDED v TO BOT. OF BASE FE IE - EXT. SLAB (2) •4 DOWELS J 2 0 0 -6 W11 )_12_ x 6 HEIGHT MULLION- EXTEND TO TOP PLATES SIMPSON A35 / EDGE NAL TO POST WITH HOLD.. CHAMFERED COMERS DO NOT RECESS BOLT JAMB STUD IF THIS IS A O PO SHEAR A NAI let SCUD W LL L TO 0 ST W /16d NAILS ®3" O.G. RE BOLT HEAD 3/4 MAX. AT 4x < bx POSTS EDGE NAIL TO POST WITH HOLDOUN DOOR THRESHOLD SEE ARCH 3/16 3/16 STEEL COLUMN SEE PLAN 2x STUDS EA. SIDE W/ 5/5 "0 BOLTS a 24" O.C. BASE IE 1/2" x 5" W/ (21 5/5 "0 x 2 L A.B.'s YP. WALL PLATES. 3/16 ma 1 r A TYPICAL WALL CORNER • 1 = 1 NM • V 12 Sc. I r 4 COL., BASE 0, 4 FTG. /I COLUMN I SEE PLAN 7 BLOCKOUT FILL W/ CONC. AFTER COL. 15 ERECTED 3/1 11/2" x NONSHRINK GROUT DBL. NUTS FOR FtG. SIZE 1 RE NC/ SEE SCHED. FINISH- SEE ARCH 6 x 6 IUD. POST CENTER '1/4" R x 3" x 1' -0" W/ 3 /e" KERF W/ (2) 1/2,150LTS 3/ 'BASE fe x 5 I/2" '. rd IGALV. ASSEMBLY) I I I I I 1 1 r IIR Ii /2" TYP TYP SAUJN -CUT JOINT .r 3/4 • I, -0,• I ST, SEE PLAN SIMPSON B410 4x6 1/2" m ROD FOR KITCHEN HOOD I' NS. GROUT /5" RADIUS 3/4" x 1 BEVELED TOP r BOT. BEVEL NOT TO EXCEED i. 1 IN 12' L : 0 4 WITHIN 3" OF JOINT I 6 EACH SIDE KEYED JOINT ILL W/ JOINT FILLER / MATERIAL /15" WIDE x 1" DEEP SAW -GUT WITHIN 12 HOURS OF POURING SLAB EXTEND EVERY THIRD BAR THRU JOINT NOTE. USE KEY JOINTS (I) DIRECTION r SAW -CUT JOINTS THE OTHER DBL. NUT 0 -3 PROVIDE (21 3/16" GUSSET R X FOR COLS. a END STEM WALLS PROVIDE (21 AB. ONE SIDE .C. TE AL . IS a e4 "O EN L END OF STEM WALLS ' DRILL 5/8" m IN CENTER OF 4x ' FOR ROD GENERAL STRUCTURAL NOTES 1. These notes set minimum standards for construction. The drawings govern over the Structural Notes to the extent shown. 2. Contractor shall verify: all dimensions and conditions on drawings and in field. Coordinate locations of openings through floors, roofs and walls with architectural, mechanical, and electrical plans. Notify design agency of any discrepancies. 3. Contractor shall provide all necessary temporary support prior to completion of vertical'. and lateral load, systems. 4. Where reference Is made to ASTM, AISC, ACI or other standards, the latest issue at the building permit date shall apply.. 5. All work shall be In strict compliance with the Uniform Building Code (UBC) as amended by all other state and local codes and building requirements ,that apply. 6. Design N. Basic Roof Load....... 25 psf plus drifting per 1994 UBC appendix, chapter 16. b. Wind,................. 80 m.p.h./Exposure C c. Seismic ............... Zone 3 7. Mechanical equipment,' mechanical and sprinkler piping larger than 2" diameter or other' Items producing a hanger load over 50/J shall be hung by a system approved by the design agency. Any hanger producing a load over 200# shall have additional framing Installed to transfer these loads to the main structural beams or walls unless otherwise approved. B. Do not scale information from drawings. FOUNDATIONS 1. Design soil pressure to be 2500 psf LL plus DL, per Geo Engineers report dated September 23, 1997. 2. All footings to bear on firm, undisturbed soil a approved compacted fill at a minimum of 18" below final grade. Notify design agency before proceeding If any unusual conditions are encountered in the footing excavations. 3. Do not excavate closer than a 2:1 slope below footings. 4. Use smooth edged backhoe bucket without teeth to excavate footing trenches, and clean all footing excavations of loose material by hand. 5. Excavations may be mode under continuous footings for pipes. Backflll with '3/4" minus crushed rock compacted In 8" lifts to 95% modified Proctor maximum dry density ASTM 01557 a AASHTO T -180. CONCRETE 1. Strength: Average concrete strength as determined by job cost lab cured cylinder to be 3000 psi of 28 days plus Increase depending upon the plant's standards deviation, as specified In ACI 318. Tot cylinders per UBC Sections 1903 and 1905 shall be taken at' pour. Minimum MA Requirement : a. Cement content per yard: Five (5) socks except slobs on grade to be 5 -1/2 sacks. b. Maximum water /cement ratio: 0.58 or, six one -half (6 -1/2) U.S. gallons per bag of cement for non -air entrained concrete and 0.46 or 5 -1/4 U.S. gallons per bag for air - entrained concrete. N. Slump: 2 -'4 ". Deviating from design slump +1/2" to -1 ". d. Air Entrainment: Per: ACI at all exterior slabs. e. Admix: Water reducing admix (Pozzolith or equal) and reduce water used by 10% minimum for all slabs: 2. Place and cure all concrete per ACI codes and standards. 3. Sleeves, pipes or conduits of aluminum shall not be embedded in structural concrete unless effectively coated. TY !2) •4 CONT A.SOT T TOP 3 PLUS a (HORIL Z.) (4) 5 GOUT. AT 'B' NV � . I mF' P ,a I, J' I N PEr, I v ME • 1 l- ;: 10 16 1 = 1 -0 I I/2' TYP 3' •4 HORIZ. TYP. 7YP. SLAB REINF. - E PLAN SE 0 6 "A 1' 5" CONDITION e STEPS ICY REINFORCING (CONCRETE) 1. All reinforcing steel to be ASTM A615, Grade 60, except ties and stirrups to be Grade 40. Reinforcing to be welded to be ASTM A706, ,Grade 60. Tack welding of rebel 'Is not permitted. Fabricate and Install reinforcing steel according to the "Manual of Standard Practice for Detailing Reinforced Concrete Structures ', ACI Standard 315. 4. Provide 2' -0" x 2' -0" corner bars to match horizontal reinforcing In walls at all corners and Intersections. 5. Splices In wall and footing reinforcing shall be lopped 30 diameters or 2' -0 ", whichever Is greater, and shall be staggered at least 4' at alternate bars. 6. Vertical wall reinforcingto be placed in center of wall unless shown otherwise on the drawings. Horizontal bar may be placed either side of vertical bars or between double, vertical boss. 7. Lop all bars In Intersecting footings 2' -0" or 30 diameters, whichever Is greater. STRUCTURAL AND MISCELLANEOUS STEEL 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC, 2. All steel to be ASTM A572, Grade 50, 'for wide flange shapes and ASTM' A36 for other shapes and plates. 3. ', All welds to be made by Certified Welders to AWS Standards with I low hydrogen E7090 electrodes. 4.1 Bolts to be A307 unless otherwise noted. Provide standard plate washers under all bolt heads and nuts In contact with wood. 5. , Bolts shall be located I In the top of vertically slotted holes and the center of horizontally slotted holes, unless .otherwise noted. 6. When steel plates are called for on wood beams, provide 2" vertical slotted holes.' 7. All structural tubing to be ASTM A500, Grade B fy = 46 ksl. 8. All pipe to be ASTM A53, Type E or S, Grade B. WOOD FRAMING I t. All laminated beams to be 'Douglas Fir 24F -V4 for simple span beams and 24F -V8 for beams with cantilevers or continuous spans per AITC 117 design specification. Appearance grade to be Industrial, except beams that are exposed to view are to be premium grade. 2. All lumber species and grades to be as follows: a. Joists, : beams and stringers .:................DF #2 -19% B.C. b. 6" nom and greater beams and stringers.. DF fjt -19% M.C. c. Bucks, blocking. bridging and mIsc ...............OF #3 or better e. Plate, sills, and headers for wolf framing.... ..DF #2 -19% M.C. 9. Sills, ledgers, plates, etc., embedded In or in contact with concrete ..., .Pressure treated Hem Fir p1 AWPB tF -2 -88 9. Posts .,,,.... ..... .............._DE p1 -19% M.C. 3. Sheathing to be C -D grade with exterior glue. Each sheet to bear an APA stomp. Install roof and floor sheathing with face grain perpendicular to supports and stagger end joints. Install wall sheathing either horizontal or vertical, and block all edges of sheathing with 2x4 or thicker blocking. Block roof sheathing where noted on drawings. 4. Framing anchors, joist hangers, post caps, etc„ to be "Simpson ", 5. All bolt heads and nuts bearing on wood to be provided with a washer. 6. Bolt holes In wood shall be drilled 1/16 Inch larger than the bolt. 7. BUG In slotted metal plates', [doll be located In the top of vertically slotted holes In matol. plates; and the center of horizontally slotted helm unless ethereal, noted, Enlarged holes shall be filled with epoxy, Do not recess bolt heads or nuts unless shown on drawings. All nailing to be per Table 23 -I -0 of the UBC,. Nails called for on the '.drawings ore to tie common for plywood 50111591 box nailing for framing: and type recommended by manufacturer for hangers and connectors, Nall heads are not to penetrate the face veneer of . plywood panels. ' 10, Cutting and notching of Joists not allowed. One Inch (1 ") diameter hole may be drilled In the center 1/3 of width of member depth. All other holes to be approved. 11. Studs may be notched in the lower 1/5 of the height of stud for electrical and plumbing pipes, but no part of notch Is to be deeper than 25% of width of stud. Holes of diameters up to 1/3 of width of stud may be drilled 1n studs but not in canter 1/3 of height. WOOD CHORD METAL WEB TRUSSES 1. All trusses shall be manufactured and designed by Trus -Joist MacMillan. No substitute manufacturer allowed. Manufacture trusses to the following load requirements: a. Live Load - Roof........25 psf basic snow load plus drifting per 1994 UBC appendix chapter 16. b. Dead Load Top Chord.....10 psf c. Dead Load Bottom Chord..10 psf d Allowable increase in wood roof member stresses due to duration of loading 15% maximum. e. Uplift as specified in UBC 2. Provide additional trusses as necessary to support mechanical units and sprinkler lines. Coordinate all loads and locations with mechanical drawings. 3. All bridging. bearing hardware. blocking, hangers, etc., that connects to the trusses shall be designed and provided by the truss manufacturer to fit the condition. 4. Contractor is entirely responsible for design and installation of temporary erection bracing. If temporary loads are to be imposed on permanent walls, floors or structure: elements, redesign permanent structure to support temporary Toads. 5 Truss erector shall erect and brace trusses per tie requirements of the truss manufacturer, contractors bracing design, and all applicable codes and government agencies. 6. Shop drawings and calculations shall be submitted and stamped by a registered engineer. Submit on ICBO report, and comply with all the requirements of the report. 7. Truss manufacturer to inspect all trusses offer they hove been erected and sheathing bridging, blocking, etc., hos been installed. Manufacturer to submit certificate to architect, engineer. contractor, owner and building official that the inspection was made and that the trusses are in acceptable condition and meet with the manufacturers design and installation requirements. GENERAL 3. 1. Independent testing lab to be retained by owner to provide inspections and special Inspections as described herein. provide on site access to coordinate and rov Contractor s responsible o 2. Con t P P I b in time to make n and nail( testing a to all required inspections y 9 such inspections. Do not cover work required to be inspected prior to Inspection being made. If work Is covered, uncover as necessary. SP,'•.CIAL INSPECTIONS 1. Required special inspections shall' be performed by an Independent special inspector per Section 1701 of the Uniform Building Code (UBC) for the following: a. Concrete: I. During the taking of concrete test specimens and placing of structural reinforcing and structural concrete. Exterior and interior slabs on grade are not structural elements.' ii. Verify reinforcing size, placement, and grade. b. Bolts and Anchors in Concrete: I . Holdown anchor bolts: Inspect size, length, hook and tie to reinforcing. II. Adhesive anchors: Inspect hole size, depth, cleanliness; and installation per manufacturers' recommendations. c. Welding: I. Visual inspection of all structural welding, except welding done In an approved fabricator 5 shop, li. Frc,lde ultra -sound testing for 20% of the complete penetrations welds. If any weld fails test, ultra - sound all complete penetration welds. 2• The spacial inspector shall provide a. copy of their report to the owner, architect, structural engineer, contractor, and building official. CONSTRUCTION OBSERVATION, INSPECTION AND TESTING STRUCTURAL OBSERVATIONS 1. Structural observations by the engineer of record or his representative shall be required at the following times during construction: a. As soon as the framing Is complete and sheathing is In place, prior to covering with any architectural finishes. 2. The contractor shall notify the engineer of record four (4) calendar days In advance of completion point requiring site observation. NOTES: Il SHEAR WALL SHEATHING SHOWN BY DARK LINE ON PLANS 21 BLOCK AND NAIL ALL PLWD. PANEL EDGES. 31 WHERE SHEATHING IS CALLED OUT EA. FACE, OFFSET PANEL JOINT TO FALL ON . DIFFERENT STUD OR PROVIDE 3x STUDS 4) FOR PLWD. SHEATH., USE COMMON NAILS, OR THE FOLLOWING SIZES. 6d - 1310 x 1 3/4" MIN. Bd • .1310 x 2" MIN. 10d • .1450 x 2 I/2" MIN. 51 15 GA. x 13/4" LG. STAPLES W/ 1/16" MIN. CROWNS (CROWNS INSTALLED 30' TO SHEET EDGES) MAY BE SUBSTITUTED FOR NAILS IF THE SPACING IS REDUCED At FOLLOWS. NAIL S 6 00. STAPLE NAIL a 4" " O.G. STAPLE NAIL • 3" O.C. STAPLE o 2" O.C. Si NAIL HEADS NOT TO PENETRATE FACE PLY OF SHEATHING. 11 EXTEND ALL SHEAR WALL SHEATHING TO THE TOP R OF THE FLOOR FRAMING OR ROOF FRAMING LEVEL ABOVE AND TO END POSTS WITH HOLDOWNS. 51 NAILING AT INTERMEDIATE FRAMING MEMBERS SHALL BE • 12" O.G. SPADING 91 EDGE NAIL PLYWOOD TO ALL POSTS WITH HOLDOU.NB AND TO TOP WALL IE AND SILL R. 10/ USE PRESSURE TREATED (PT., 51LL PLATES AT CONCRETE STEM WALLS. Ill GILL. ANCHOR BOLTS NOTED TO BEJO ftcfg z 0 0 z 2 2 co A v e .' z I : LL 111 • Z U ' C • C 0 / >- �'0 0 m W _ CE < 3 0 Q_ // J Z • Q. CO V, CLR z77, WIDE 1 WIDTH • I/8'1 BEAM / COLUMN CONNECTION EDG NAIL E SIMPSON MSTI60 • SPLICES IN TOP x6 NAIL PLWD. TO 4x8 eda3' O.G. 112 "LONG VERT. SLOTTED HOLES 1 /4 "R x412" 6" ONE SIDE W /(2)12 "m BOLTS 4x8, SEE PLAN HOLD BM, 12'• ABOVE CAP E 3/8" CAP e EXTEND COL. UPPER TO ROOF FRAMING ABOVE (2) a 3 0.C- %2) L4 x 3 x 3/8 • BOLTS ? 'd-LAM BEAMS SEE PLAN SIDE !E I/4" x I'-6" LAP SIDE E:'S 12" OVER BASE E: -MFC, INSTALLED FILLER BLOCK, GLUED TO BOT. OF JOIST WHERE 15,5 ARE DIFF. DEPTHS BASE e 3 /4'x BM. WIDTH • 1 /e" x COL. - SEE PLAN FTC. / COL. SCHED. ELEVATION A -A • 2 x 6 BLOCKING W / I6d e6 "O.C. SHEAR WALL SHEATHING 5 1/8 GLB. a HIP OR VALLEY BM. 2x4 STUDS • 16" O.C. 2x PLATE W/ (2) Rd NAIL EACH JOIST OR 2x4 BELOW • EDGE NAIL I' -0 2x RIBBON NOTCHED FOR VENTILATION SHEAR WALL. A SHETHING SEE SCNED. HU HANGER ROOF SHEATH. SEE PLAN v� • GRID 2x6Ti15 OF DBL. 2x6 BLOCKING FOR FIN. WALL BETWEEN TRUSSES ABOVE SEE :._.tee. :MIM OIMMO._ acv ®�� ri xi 6'x 8 UNDER /6) JOISTS APPROX. EFT. LONG 54 2x6 BRACE • 24' O.C.— W/ SIMPSON A35 TO E! EA. SIDE OF STUD 0 /2- TO 5. • NOTE: OMIT BRACES • VAULTED CEILING AREAS WHERE FIN. WALLS ARE LOCATED BEHIND PARAPET EDGE NAIL Ed NAILS • 6' 0.C- BM: SEE PLAN ' ALL AND COLUMNS A ga �� — BEAM ON 6 OF laY 3/4' EDGE NAIL DO NOT SPLICE TOF WALL E'.'S ON FLAT ROOF ROOF SHEATH. SEE PLAN 2x BLKG. )BUSS Ql SEE PLAN ►'9 r 1 I� I SECTION A - A 8de4 BLOCK'. TIGHT e IWOMINORNI THA HANGERS PPP 2 x 4 • 48" 0.C. EACH EN SCALE I/2" • I' 0 I6d NAIL SIMPSON H2,5 EA. RAFTER 2x RAFTERS SEE PLAN EDGE NAIL LOCATE DBL. 2 x 12 HEADER e.TOP OF OPENINGS SIMPSON H6 EACH SIDE OF 6 x 6 AT EACH JOIST (ALT. SIDES OF JOIST, BEND OVER TOP CHORD OF JOIST AND NAIL W/ (3) SIMPSON NB TO JOIST AND /31 NS TO 6 x 8 TOP of PLATE 13' -II" TOP OF RF. JOIST 12' -10 1/4" 5 1/8 x 16 1/2 GLB SIMPSON ECC / HEADER I" • 1' -0 2x RAFTER • 24' O.C. !6)164 NAIL 2x4 FLAT BLKG. 4' -0' O.C. ALIGN W/ PANEL EDGES EACH 510E OF SHEAR WALL SEE P LA TJL OR2N x 12 EDGE NAIL SIMPSON HD6A EA- SIDE OF GLU LAM BM- W/ 1/8"0 THREADED ROD B11. (2) 1E, BOLTS TO E's PARAPET SEE ARCH, EDGE NAIL 2 x 12 CONT. 2x STUDS c 24 O.C. lGNTR UNDER RAFTERS) 12' CDX PLWD. SHEATH. W/ 8d NAIL e OC. PANEL EDGES (BLOCK ALL EDGES), , AND 12' O.C. FIELD I6d NAILS • 4' O.C. ��-EDGE NAIL. SHEAR WALL SHEATHING SEE SCHEDULE C) I • 1 DRAG • STRUT SHEAR ,WALL FOR INFO NOT SNOUN SEE FOR INFO NOT NOTED- SEE BRACES a EAST END W-IERE CEILING OCCURS BELOW I6d 4' 0.C. EO. EO. 1 /`BOL O N 8 0 T5 L6 xla L 16d TIES AT A SPLICES LL Alf !2) HOLES �b" WIDE x 4" HIGH SEE ARCH 2 6BLKG, DBL, 2 SIMPSON LFTA. EA. SIDE OF POST, BEND OVER TOP' AS REO'D • 4x6 P05i UNDER DBL. HTTI6 W/ (I8) 16'd (O POST 0 5/8 "m LAG 12'' TO GLB. I'• I' - 3/ I I lkt4 '' S `NOTCH 6 OVER 3x.6 FOR TIGHT FIT x S W/ (6) 3'8 "0 x 6" ' LAGS a 6" O.0 TO x aPOSr 14 12 "m OPENING FOR ROOF DRAIN A LLOCATION VARIES, SEE ARCH. !i x 6 I►-y� w/ed a / " EDGES ILED 12" O.C. FIELD MS60 W/(56) IT6d (281 EA. SIDE x B W/ SIMPSON , x 6 W (4/ HU68EACH END _ PLYWD. W/ 8d. BOLTS a I6" O.C.I • 4" OG . .6 / e TO 6 x 8 BELOW ROOF 2 x10. 24 " • LOW ROOF TRIPLE STUD WI SIMPSON EPC POST CAPS TOP AND BOTTOM TRIPLE C RIPLE UNDER G, L. BEA 240 LEDGER BEHIND FOR UPPER ROOF, ,NAIL TO EACH STUD W/ (3) I6d. 2x12 LEDGER NAILED TO EACH STUD W/ (3) I6d, ATTACH JOIST • TO LEDGER W/ LU210 HANGERS. SHEATH WALLS W/ I/2" PLYWOOD NAILED PER SWI, 1/2 • 1' -0 SIMPSON ST2122 EACH SIDE 8' -0 S 4F W N5T2 STRAP W/ (6) 5/8 "o BOLTS 3/4 "m BOLT SIMPSON EA. SIDE RUN BM. -- - "" THRU a 'A' TS 4x4x1/4 I' -0 (Mg 2'-0" MIN—�! LOCATE 4 x e HEADER AT 6" FR TOP I, CHOR D TRU55 PIN SIMPSON EPC POST CAPS TO TRIPLE STUDS ULL HEIGHT �x6 (2) 5 10E B 1/4 w/ (2) 3/4 "o BOLTS A, SIDE BASE B 3/8" 1 BM. WIDTH . I" (2/ GUSSET 1 3 3/8" ALIGN W/ TS WALLS E: 3/8" x 6 1/2" x 10" W/ (41 5 /8 "m BOLTS ON 3 12 "GAGE x 1" HU48TF TO TRUSS CHORDS.,. HU48TF DBL. 2,4) VERT. TO TRUSS • 4x8 4x8, rm. SECTION 4 -41 - 4 x 8 BLOCK BTU.N. TRUSSES o ^ LL cc Z /< 0 LL II F _ < z W CI C 0 CO • _, T? W VJ VJ C Q 3 CC 3 W Q Z CI- CO TABLE TOP EWB LEGEND &SP ,SP 1 fU :3174 TANIF TOP AIP 3 0 AIC 3OX46X30 BP 24X36X3O BC 24 %30,30 CPF '36'73734317 CP 36X36X3O' DC 36 OLA 1 COPPER SD 4DD 4DD 4DD P: P TW/ NLANOP PT 36 AS DM, - SEE BE 4DD 4SD 4DD lia, ME 224. 15 ' WEST COAST INDUSTRIES /442041, 22 7 SPACE FOR S4VER;A7 BASE, P , 2 ' %36 COLU BASE MN, SPREAD OLl ALL '.BLACK WRINKLE TO FlNSJ CARPET GLIDES 3 WEST co.. INDUSTRIES /4811000.1633 19 16 SINGLE E55 % Y 5 CANTILEVER 0. NBINC W/ li B KE., 1 L 6 WALL THICNN CLEAT W 3S9 X46' TO ETBOW, 1 % 35 A.CIC FOR UNDNC 30'.. TOP. M A MO BL 15 WEST COAST INDUSTRIES 14 4 2041,2222, 24 9 SPACE SAVER TABLE BASE,' BASE SPREAD FOR 24X30' TOP ' DIA. COLUMN, ALL BLACK WRINKLE FINISH W /. CARPET CUBES 4 �ESTCC94f INDUSTRIES Lt 204T3030; "� 8 36X SPACE SI1 TABLE BLACK. BASE, NKLE FIN SPREAD ISH FOR W TOP ALL 148 O 41' HIGH FOR S6OIATOP W O OU D RD MESH 35. I 11 COLOR: WRRE sEATfldr: c_r_ta1 II EE J0 SIZE SPFI:IFlCATInN = THING 4SD BANQUETTES et 24' To MATCH B e2 HS 20' TO MATC BOOT e3 28' TO MATCH BOOTHS WAMNG BENCHES vim 11' -0 CUSTOM -: SEE DETAJL 48 WB2 Ir -0', CUSTOM SEE DETAIL 4SD 4DD FREESTANDING SI CHAIRS BOLING' /190 W/ CUSTOM STAIN TO 84 APPROVED BY A.D.C. 83 DINING S2 : CHAIRS 1065 -X SPECUI, COAL GR. B. VINYL. CUSTOM STAIN 9 TOO S3 STOOLS 1063 -X SPECW., COM. GR. 8 VINYL 2USF0M SPAIN, BACK 4 ARMS 25 SP CHAIRS WOODWD BENIW000 III 20002: PATTERNED METAL SEAT 44 PATIO 1T%21.6 %35 SEAT HE. -16, COLOR: /M WHITE I EW4 EXTERIOR MCI RIVER CASRNO AtR B: C%iRUf+m SEAT. 155WCE'PK PO , ML ' 2 BENCH BUCM COATED (MI BENCH BOLT. . DOWN HOLES) HOL RENAAR BENCH '.,S) R ING 3 4DD 4DD CTS I A CTB C15 II' A ll' A2F- AA21. A2P A2P I I H I II 1 A2Pw CHANICAL HI`dASHING CCCCTAI CfSJPr3i B ^.e SPFCIFICATION I 9LL UMBRELLAS GP1ZEV3 }C070 -]3 BRIS3RO UMBRELLA,) -1/2'. B' -RIB W/ MANUAL 11 LIFT. B PUSHBURON TLT, CAST ALUMINU CAP W/ l6 PROTECRVE DOILE AT TOP, SINGLE 'V CUT VAIANC E -3 TEAL TEXTILENE W WHffE TRIM UMBRELLA BASES CONCRETE UMBRELLA BASE W/ METAL LE SCREWS METAL RIM 11 AT BOTTOM TABLE SASE. 2XB.5LOCKING SOLID BLOCKING FOR CANTILVER BASES '$ WAITING BENCH TO BE PROVID BY CONTRACTOR. 2X$ BLACKING TOP AT 73" AND AT P -3" A.F.F. ADD 18 FOR RAISED PLATFORM. BLOCKING TO BE 36' LONG, CENTERED ON TABLE TABLE TOP BLOCKING DET. SL 4DL 49 2C 1 -1 4SL j `SEAL UNDERSIDE W SANDING. SEALER -- 3/4" >02 X12' PLYKV. BLOCK FOR SPIDER KSASE - EASED EDGES (FREE STANDING IAMB) OAK EDGE - STAIN ST -I EMPLOYEE Al2EA g5,7.1 STORAGE E SEAL UNIX/ SIDE W/ SALVING. £F'>,AL 314' 24 G 24 12' PLYWD, BLOCK FOR SPIDER BASE - EASED EDGES (FREE STANCVG TABLE) OAK ELM STAIN ST-I TABLE TOP DETAIL - L7D00 SCALE 3/4' e F 53 53 53 53 6ueueeoQ ll 0 — 4_ i -1.51- a® 4DL 4DL ® 4DL 4D L 4DL 4DL 4SL r A C AIC AIC AIC AIC AIC AIC r -7 la 12 - 1.4 ° - -- as - - eV% 0. 4.. - - ./P' _._ L -J F3A(2 SEE SHT. E -3 CTS WBB CANTILEVER TABLE BACKING (DETAIL 44/1 -I) WAITING BENCH BACKING (DETAIL 53/1 -2) 20 GA. CAPPER TOP - APPLY, W CLEAR SILICONE - EASED EDGES 3 000 53 53 0 rLAS1ZG'LAM TOP )DIET) TE T(* reacoo Glum FURNISHING PLAN 1 v4' : 1.-0' F Z 1- z c Q H CO ▪ Z 11 • Cr W O >- CO g cc ▪ a 3 O � t CL wa z ap a ,, 7- .-,... 1 11:0 r 4-- 1 Ei II 11 II II e„ V COPIER ' 1 - iyi ii it 1111111=111 ,s-z 1 R-z _J 0 ' 20 DRAWER E Ell= E_IIII , E. , EQ. NOTE: SEE PLR. FINISH 1.1-AN FOR SO= BLOCKING LOCATION. WAITING BENCH — PLAN 7-51/4' II/2" III lir 0 pLY D pA DA 2. VG 11110Mil i EN 4 I . FACE /4. PL TOP „.11.401 rilii! ,..._.rnp•••..__„.........„_.' IL d SCALE 3/4 = SCALE NOTE: 11...4STIC GROMMETS WI-ERE NEEDED 'FD<ED SHELVES ON D<4 CLEAT - TYP. FAX PRINTER PRAI.ER ELEV ATZPN S'L.45: VT= 1-9 NOTE: VERIFY COMPUTER PRINTER AND ANY OTHER EQUIPMENT SIZES $ SPEC. REQMTS. W-0 SCALE 3/4' = ILO • A IP • 6, SCALE VERIFY ALL DIMENSIONS ON SITE FAX ABOVE PRINTER BELCV 1 OFFWULOOR PLAN SCAlE: S.S. I 1/2"Xl I/2' 16 GAUGE 12 TRIM AT EDGE OF ALL RAISED BOOTH PLATFORMS IX6." OAK TRIM BASE 80ARA ST-I MARMORETTE I/2" P.B. UNDERLAYMENT OVER 3/4" PLYWD. 2X FL agaLION - RAISED PLATFORM SCALE: I-I/2" = V-12: ELECTRICAL- SCHEDULE AND NOTES I. IEV CCO OUP-ET 115V tr-o. 4 - FLEX 3. DED. IG CUTLET DUPLEX 4. I-BOX F CONDUIT TO CEILING LIE Aov, 5: PHONE 3/4' CONDUIT TO 6. I-BOX r CONDUIT TO CEILING FOR MICROS PER VERIFY ALL SIZE REQUIREMENTS FOR DOOR/DRAWER HARDWARE TO BE CHROME WIRE PULLS / PIANO HINGES LOCKS SHALL. BE . OLYMPUS . *100 C/N DRAWER LOCK F02066-260, CHROME C.ABINETRY TO BE COVERED WITH PLASTIC LAMINATE WILSONART *p92-60 DOVE GREY INSTALL SACKING FOR CABINETRY AND SHELVING 1' 6 0. A. EQ. EQ. PLASTIC LAMINATE FOR CABINET: WILSONART 1040A-60, FIGURED MAHOGANY BACK SPLASH STAINLESS STEEL COUNTERTOP $ EDGE STAINLESS STEEL ' 1 SITE VERIFY E SCALE 3/4 )4 SERVICE STATION HOSTESS STATION CrM P 3/4 ILO IX4 TRIM BD. PT-II IRE TRIM BD. - PT-II IX TRIM BD. PT-II K.V. STANDARDS N BRACKETS CABINET DOOR - SEE NOTE FOR KNISH TAINLESS STEEL EDGE CONT. PIANO HINGE - CHROME OPEN SHELVES BLACK 4" FORMICA PLAN BLACK KERF LINE CONTINUED ON SIDES te) BOOTH FONT ELEV. SCALE: 3/4. PLASTIC LAMINATE SEE NOTE RED OAK BACKSPLASH 1/2 R. RED OAK TRIM COL DRAWER LOCK #02066-26D SQ. TAPERED WD. LEGS i TAINLESS WO STAINLESS STEEL WRAP :IL MACK CABINET LINERN, 1";1:'‘"- STAINLESS STEEL CONT HINGEZZCME 7 A' R7As!ozsom,,,As. DETAIL AT WALL BANQUETTE — DINING scALe •3/4.. SECTION THRU WAITING !BENCH SCALE: 1-I/2 = r-0" , 1300TH' SEAT DETAIL SCALE: 3 = SCALE: 3/0 = SIDE VIEW SCALE 3/4 = ILO SIDE VIEW SCALE: 3/0 . 3/4 • FIXED SHELVES 3/4" AC. PLYND. CONSTRUCTION - TYP. FORMICA PLANS BLACK THK. PAD Irk • 5/4 END SUPPORT PANELS METAL "U CHANNEL (BK.) OVER ENIZS1 FOR PROTECTION SCALP 3/4 = N-0 RED OAK BACKSPLASH RED — OAK TRIM 11.111111.1r I I -0 DRAWER W/ FULL EXTENSION HOW. CHROME RIME PULLS 4 'AMERICAN K.V. STANDARDS BRACKETS ADJ. SHELVES SQ. TAPERED 140. LEGS (BUY-OUT OR FABRICATE) • a C%1 • a .a. .-,... r 4-- ft II 11 II II e„ V I 1 - 1 ii - iyi ii it , E. , EQ. , E. , EQ. NOTE: SEE PLR. FINISH 1.1-AN FOR SO= BLOCKING LOCATION. WAITING BENCH — PLAN 7-51/4' II/2" III lir 0 pLY D pA DA 2. VG 11110Mil i EN 4 I . FACE /4. PL TOP „.11.401 rilii! ,..._.rnp•••..__„.........„_.' IL d SCALE 3/4 = SCALE NOTE: 11...4STIC GROMMETS WI-ERE NEEDED 'FD<ED SHELVES ON D<4 CLEAT - TYP. FAX PRINTER PRAI.ER ELEV ATZPN S'L.45: VT= 1-9 NOTE: VERIFY COMPUTER PRINTER AND ANY OTHER EQUIPMENT SIZES $ SPEC. REQMTS. W-0 SCALE 3/4' = ILO • A IP • 6, SCALE VERIFY ALL DIMENSIONS ON SITE FAX ABOVE PRINTER BELCV 1 OFFWULOOR PLAN SCAlE: S.S. I 1/2"Xl I/2' 16 GAUGE 12 TRIM AT EDGE OF ALL RAISED BOOTH PLATFORMS IX6." OAK TRIM BASE 80ARA ST-I MARMORETTE I/2" P.B. UNDERLAYMENT OVER 3/4" PLYWD. 2X FL agaLION - RAISED PLATFORM SCALE: I-I/2" = V-12: ELECTRICAL- SCHEDULE AND NOTES I. IEV CCO OUP-ET 115V tr-o. 4 - FLEX 3. DED. IG CUTLET DUPLEX 4. I-BOX F CONDUIT TO CEILING LIE Aov, 5: PHONE 3/4' CONDUIT TO 6. I-BOX r CONDUIT TO CEILING FOR MICROS PER VERIFY ALL SIZE REQUIREMENTS FOR DOOR/DRAWER HARDWARE TO BE CHROME WIRE PULLS / PIANO HINGES LOCKS SHALL. BE . OLYMPUS . *100 C/N DRAWER LOCK F02066-260, CHROME C.ABINETRY TO BE COVERED WITH PLASTIC LAMINATE WILSONART *p92-60 DOVE GREY INSTALL SACKING FOR CABINETRY AND SHELVING 1' 6 0. A. EQ. EQ. PLASTIC LAMINATE FOR CABINET: WILSONART 1040A-60, FIGURED MAHOGANY BACK SPLASH STAINLESS STEEL COUNTERTOP $ EDGE STAINLESS STEEL ' 1 SITE VERIFY E SCALE 3/4 )4 SERVICE STATION HOSTESS STATION CrM P 3/4 ILO IX4 TRIM BD. PT-II IRE TRIM BD. - PT-II IX TRIM BD. PT-II K.V. STANDARDS N BRACKETS CABINET DOOR - SEE NOTE FOR KNISH TAINLESS STEEL EDGE CONT. PIANO HINGE - CHROME OPEN SHELVES BLACK 4" FORMICA PLAN BLACK KERF LINE CONTINUED ON SIDES te) BOOTH FONT ELEV. SCALE: 3/4. PLASTIC LAMINATE SEE NOTE RED OAK BACKSPLASH 1/2 R. RED OAK TRIM COL DRAWER LOCK #02066-26D SQ. TAPERED WD. LEGS i TAINLESS WO STAINLESS STEEL WRAP :IL MACK CABINET LINERN, 1";1:'‘"- STAINLESS STEEL CONT HINGEZZCME 7 A' R7As!ozsom,,,As. DETAIL AT WALL BANQUETTE — DINING scALe •3/4.. SECTION THRU WAITING !BENCH SCALE: 1-I/2 = r-0" , 1300TH' SEAT DETAIL SCALE: 3 = SCALE: 3/0 = SIDE VIEW SCALE 3/4 = ILO SIDE VIEW SCALE: 3/0 . 3/4 • FIXED SHELVES 3/4" AC. PLYND. CONSTRUCTION - TYP. FORMICA PLANS BLACK THK. PAD Irk • 5/4 END SUPPORT PANELS METAL "U CHANNEL (BK.) OVER ENIZS1 FOR PROTECTION SCALP 3/4 = N-0 RED OAK BACKSPLASH RED — OAK TRIM 11.111111.1r I I -0 DRAWER W/ FULL EXTENSION HOW. CHROME RIME PULLS 4 'AMERICAN K.V. STANDARDS BRACKETS ADJ. SHELVES SQ. TAPERED 140. LEGS (BUY-OUT OR FABRICATE) • a C%1 • a 1 tsw yAllf u DETAL - UPPER BAR SCALE 1 1/2 BAR - PLAN VEIN C) UPPER BAR LIQUOR / GLASS STORAGE - ELEVATION / SECTION (WORK SIDE SCALE: 3/4 BAR - ELEVATION /AIC 4lcff!► SCAiE 3/4'.1 ER. etWA O ,GI ON AN-51p &two /noteaoa -ere 146 *p.m. L1+I1G L.MA. aevea..10 ° — Lxta¢ia2I NavAnnslc. 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ALL OFF MODULE CUTS FOR THE BORDER SHALL OCCUR ON THE PLUMBING WALLS OR IN THE HANDICAP STALLS. ass= PIEMN*Wit amitimmiti mommum muumorm immomr smiumm 111111111111111111 1111111111101111111 • ,111EM11111111111111110111 MI= MINIII1110111•11111111 1111•1111M111111 •111111111111111=11111111 BEIM= •111•11111MMIIMII• 1111111•W■IM1 11111•11•1111•111M C) WOMEN 05 El CT-0 BASE TILE .0206 E0ONY. 8,e, Cul' TO FIT) 111111111161Emil 1 1 1 11•11111INIIMIN11111111111111111111111111 11•111111111111111•11111111111=111111111111 ED MEN 06 ® WOMEN 05 RESTROOM FLOOR TILE PATTERN TILE BORDER DETAIL L rtk S' -0 10g 0 0 1 14 U) i N TOKWILA - 000 S[01ICI WIMP Ti! 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AIuMSSR 108 LOT OICT 5011 551100 in 51111115S 51116 109 LOT '1115.11149515 1,9.1. 111 51111111 0001, 509115 1181ST P501111 110 LOT SILIIIST 1 1157111 EL Sri TS a =NW= 7. ■ AIM .= .,�C III - IF/ MEI ` 74 �► ��� li�il . 1111 ' B �m�i� ■_ — J�i{c� ® ®yg 26 y2 �T/ v_ Q 41 37 <1, Ll f74) • i �.7 5"7 • � 52 �S <5 `a6 Wit3 K" I � L = J b2 9r1 4 41 1711 ;7 S % i _ l cj J4 1 Ig 2448 2448 ) - CAN OPENER 4' 6 7o, X460 (5) 1173 1d- _ 1L6) (6) '65 4 1 (6) `\ ��a4s 161 `'\`II • 111 1155 '.I. — 77 9 Co, V I f lI I 0 U I I 0L N , IB60 (6) 101 18 11$4$ j(6) r - .0 L.— P7Y1 1 o0.�• ._' .)-C- -- 230 GAL. I C 0,_ r-q DRAWING TITLE I �� � � �-QU l � � T JOB 1 LOCATION NEWPORT BAY RESTAURANT TLIV,WILA, WA. RF S Food Service Consultant DRAM BY Robert F. Smith & Associates Porky Years Experience NECKED Br Robert F. Smith, ASID 6851 S.S 122nd Ave. 4/ 20/9$ (503) 761 -3072 Portland. Oregon 97236 DATE DRAM 50/19055 CONTRACTOR REVISION RI MAIM /0. ITEM VOLT PH DESL1iIPTIDN LOC. IN SERVICE TO RATING MARKS 1 2D8 1 J UNCTION 801 ROOF WALK -IN 3 1151 1 SINGLE SPECIAL WILL +S4' 3 DR. FREEZER 1 H. ?, CORD INC, NE RA 14-20P 208 BURET t SINGLE SPECIAL MALL +114' 2 DR. FREEZER 1 H.P. CORD INC.,!ENA 14 -20d WT1ET 6 208 3 UNCTION 80I MALI *64' DISHWASHER 15 K.M. TANK HEAT 2 H.P. PNP ROTOR 114 N.P. DRIVE ROTOR Tara . SEE !ATE 42] ISM AMPS B 2D8 3 JUNCTION BM MALL +18' DISPOSER i 1/2 N.P. CONNECT SOLENOID AND SWITCH /CORD NOT INCL, 12 201 3 SIW5lE SPECIAL NLL *1G' MIER 314 H.P. OUTLET 13 206 1 ZUKTION BDI M4L1 +60' ICE MACHINE 3.25 H.P. REMOTE CONDENSER 2DE 1 JONLix1111 582 ROOF CONDENSER 1/4 N.P. 15 115 1 JONCTIN NI MALL +10' ST. KETTLE 2 MIS ELEC. CONTROLS 16124 115 1 D.L.D. NMI +15' RANEE 7 MPS CORD INCL. 17 208 3 alum DOI ROOF £IM1ET FAN 1 N.P. (SEE ITEM 1091 Its I JSCTC3 BSI 1 MAKE -7P AIR 314 H.P, 116 VOLT ALOE RERUIRED FO' PLOP 115 1 JIRCTION S1 CETLIIS +112' HOOD LIMITS 2 EACH 115 1 SWIM MILL +54' HOOD LUSHES 22 115 1 MINION BM WILL +27' SEPSI EAUIE lit N.P. DINER COIL, SOLENOID TABLE THERMOSTAT 27 115 1 B.L.O. NMI +15' REEFRTS SYRS 1/3 N.P. CORD INC. 30 206 3 JOCT!ON 651 ROOF HAKE -UP AIR 1 1/2 H.P. 115 VOLT CONTROLS 209 3 JUNCTION 5O7 ME ELNM.ST FAN - 5 H.P. TO DUCT HEATER ISEE ITER 109! CEILING - +112' HOOD DISHES 5 EACH MALL *54' HOOD LIMITS MAS +54' EKHRUST FAN TO MA6. STARTER PORN BY ELEC CORER 31 SOS 1 B.C.B. NW. +18' P,5YER5 CORD INCL. 2 EACH 32 206 3 MOTION am NALL +24• STARER 9 K.R. 2 EACH 25 AMPS 34 115 1 JUNCTION ROI MALL +24 O/C FREEZER 1/3 H.P. BLOWER COIL, LIGHT ROOF SOIENOID,THER!A.COMP. 36 115 _ '-ER' REP IS 1/4 H.P. CORD INCL. 37 015 1 B.L.D. NALL 1- 474. PLATE CHILLER 1/4 X.P. CORD INCL. 40 115 1 O.C.E. M*LL t2 t�34 REMARK 29 AMP. HEM 5 -20R (11 +72 CORD INCL. 3 EACH 41 205 1 SINGLE SPECIAL WALL +50' TOASTER 2.6 K.Y. NEM 6 -15P OUTLET - 13 AMPS CORD INCL. 42 115 1 B.C.D. NALL +18' 5 SECTION 113 H.P. MENA 5 -15P REPRISE 10 RAPS CORD INCL. RU 208 1 EUHCTIOP BEI NALL +18' HOT FOOD 3.3 K.H. 15.9 ALPS 44 116 ( D.E.O. CELL EWE +106• SALAD CRISPERS 2.5 Ws CORD INC.. (2:) 45 115 i B.C.D. NALL +18' 3 SECTION 1/4 H.P. CORD IND. REFRIGERATOR B AMPS. 46 255 1 )EFEIN 151 k4'? +39' HEATED CABINET 3 K.M. ACCESS IN CABINET BACKSPLASH 48 115 1 D.C.D. MTdi +84' DESSERT IEFRIS !!4 H,P. CORD INCL. 8 ALPS NSA 5-15P 49 115 I JL4.TTtUAS DOI NALL +ID' _ICS CREAM CAB. 1/4 N.P. 4 MPS. 50 115 1 D.C.O. MALL +18' MECHANICAL COLD 1/3 H.P. PAN 7 APPS. 52 115 1 B.L.B. WALL +15• ICE /SOFT DRINK CORD INCL. DISPESSEA VERIFY WITH VENDOR CARPEERTOR 1/3 H.P. 6.2 AMPS 53 205 F CARESSER 501 NALL +18' SOUP UNITS (11 36055 PROVIDE REESL SHIELD 105011 AS PER MANUFACTURES INSTRUCTIONS 56 115 1 5 " ' WALL 448 Q 5 BiSPEHSER 1/3 N.P. CORD INCL. VENDOR SUPPLIED 55 115 1 E.C.O. NALL +45' ICED TEA BRENER 17755 CORD INCL. 15 AMPS VENDOR SUPPLIED 60 DOB i SPECIAL SINGLE WI +4E' COFFEE MAKER 3.9 K.M. CORD INCL. VERIFY RE rL".rEiCL 20 AMPS VENDOR SUPPLIED 62 205 1 ONION Oil WIn_L +64' SEAT JAWS 24004.2 REMOTE CONTROL DUAL MONT 4.8 K.M. NONTED N NIT 63 115 1 D.C.S. NIL +24' iEAiED BRA6555 100055. CORD INCL. BOPS 65 115 1 D.C.E. WALL +50' HEAT LAMPS 1000 N. CORD INCL. 70 115 1 ROLL +48' SLICER 83 115 1 D.C.O. FLOOR liED REPROS. 115 1 JUNCTION RI 115 1 SNITCH 115 1 SYITCN 55 115 5 D.C.S. ELECTRICAL SCHEDULE 57 115 1 SPECIAL SIMSLE 5i SUT HE- RECEPEULF HE i15 1 D.C.O. H1 115 _ D.C.O. '*2 1151. JOIN BOX 208 101 115 D.C.O. 103 115 JUNCTION 571 103 208 _ 3NCTIO1 11ALi rtwn MALL IEFRIHERATIOI UNITS ON ROOF ITEM SERVICE") VOLTS PA 1-1 WLN -IN 208 1 1-2 SMMEE REFRIS. 115 1 5-3 U/C IWI®U 115 1 H-I NIC FREEZES ill 1 1-5 IA1 HEFIIS. 115 1 y I-6 RCE WWI* 115 1 IROIPTTN JIEFTN ION JUCTION 161 JINCiEWN IBS J9[T!OM 601 ACTION 101 2. H.P, SLOWER COIL, 1165555 SOLENOID, TNEIS 115 HtR 5 8.7 MPS 1/3 M.P. CORD INCL. 6 MPS. 113 N.P. CORP N ROSE IP BAS 50q 1/8 H.P. BUYER COIL, SOLENOID 1.5 APPS THERMOSTAT IEEE NOTE (3) +12' MASS ROSTER 5.5 ANP5 CORD INCL. SEE NOTE (31 DEDICATED /ISOLATED/ SEPFAATED SFIC PLUGS CORD INCL. 2 EACH GFIC RATED CONNECTION TO PLUG RACE STUB GLASS RASHER 43.6 AMPS 3 ERE 900 CENTISRADES UP 12 AYS (A11.1 STRANDED COPPER WIRE ONLY SEE NOTE (31 +18' REFRIGERATOR 1/2 H.P. CORD INCE. EXHAUST FAN -0 /N 1/b H.P. S45'MILTINB KETTLE 6.3 K.N. G AHP5. +18' BLENDERS +391/2' UTILITY OUTLETS (3) LAC. RATING RENAAYS ROOF 2 M.P. ITEM 11 1/2 N.P. ITEM 122 1/3 H.P. tTEN 127 SOOF 1/2 N.P. STEN 134 ROOF 1/3 N.P. ITER AR? ROOF 1/4 N.P. ITEM 113 0,+6S95 554.3510 TO 11Sv 59 3/400 VOTE S S ■ __CONTINUED _I$ -uIS I JUNCTIO6LBOX CEILING. IOW FIRE PROTECTION - R9 "I ISLJUD1CTJQNBOX WALL 72 "_. P_4S61K8 PACK : J/3 F-1 P. 101 1111051 HIS E BEET- RP -IIR SNIT 17-1 C001 IODEL 270 CPI 7,600 CFI 31P 2001 3PE 11 -2 C001 EODIL 115 CPT 3,200 CH I /21P 2011 3PR IF -3 C001 MODEL 135 NIB 1,200 CFI i /81P 1201 155 101-1 P101111 P1 -1424 1 1/21P 2081 IPM COOLED N/PUIP LIT 10DI11 NDG -100 2 55151 GAS 516111 1157 151 15171015 101 -2 P1511II PAR -6800 3/41P 115T 1P8 COOLIE N/PORP LIT R0111E MDG -200 2 STAGE GIS 116111 1159 TPE CONTROLS ALL ISM 12II- ., -1I1 DIIT 70 DS COMM DT TRIIROSTATIC COATIOL II 1ITC111 1I75 SMITCIIS 105 581111 /NIITBl 0PE111I01- P10YIDE 71615101111 101 LOA 5015515 1011/055 I. ALL IIIE15110R5 ARE FROM FINISHED FLOOR TO CENTER LINE OF JUNCTION BOI. 2. PROVIDE PUSE1 DISCOBIECT UNDER CLEAN DISH TABLE FOR DISDMS INi MACHINE. 3. STOP U' ELECTRICAL AT POINTS SHOW AND RN ALL ELECTRICAL AFTER EBUIPIENT AND FIUTURE5 SET. 4. OMB HILL PROVIDE SURFACE FIR: PROTECTION. TO INCLUDE ELECTRICAL ACTIVATED SAT OFF VALVE TO SWA0 OFF FIE! MI' 1N 5 5 S SE ATODANBRE. VALVE PN1I510 BY ROBERT F. SMITH A ASSOCIATES INSTALLED BY PLUNDER - MIRED II ELECTRICAL CONTRACTOR. 5. ALL WIRING OF FIRE PROTECTION SYSTEM BY ELECTRICAL CONTRACTOR, INTERCONNECTION • I S OF MAKE -UP AIR ad 1566051 FANS IT ELECTRICAL CNTRACTN. 6. SOUP NITS 1153 ARE SUPPLIED, ROTH LOOSE CONTROLS. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO WIRE FROM JUNCTION ROI 10 11E CONTROL PANEL. 7. ITEM 13 ICE MACHINE. PULL NEUTRAL 1O 1/4 N.P. REMOTE CONDENSER LOCATED N ROOF. HIRED FROM ICE NADINE. 4. RAKE -UP AIR INSTALLER IS RESPONSIBLE FOR LN VOLTAGE HIRING AND INSTALLATION OF ALL CONTROLS. it .. n 4. 4a(4 I -3 - 15 7' ION L,? 5051 w ITEM SERVICE TO .ADDITI0NAL ITEMS VOLT PH DESCRIPTION LOC HT RATING REMRKS A TELEPHONE /VISA JUNCTION 80I PALL +48 S COIMUNICATION SYSTEM JUNCTIBS BOX MALL +46' C BUZZER SERVICE DON BUTTON AT DOOR 115 MALL *96' WALL +54• VERIFY D COMPUTER CFU 115 1 DED /180 /SEP MALL 519 VEPIFY E TELEPHONE JUNCTION SOD HALL +40' F SECURITY 6 FIRE ALARM DED /ISO, N D.C.O. 115 1 UTILITY OUTLET WALL +4A• e >-TO 601 -' Th.at0 F L-OOR, sTu6 +(o F4E- i•-IOfE- i r Puc -mss z 0 IP 9 • 0 O5IN IN G O U 3 LDOI 1 sTU E3 -I- /o" n 115v 10 3oAM9s (G ` 4, (-o - q riLq 1 a DRAWING TITLE E L F-G-T .R I GAL PLP�■ JOB 01 LOCATES NEWPORT BAY RESTAURANT ‘2FS DRAWN BY CHECKED BY 4120198 • DATE DRAWN CONTRACTOR *1. L• ► A. • E 1 r 1bod4 Service Consultant Robert F. Smith & Associates Forty Years Experience Robert F. Smith. ASID 6855 S.E. 122nd Ave. (503) 761 -9072 Portland Oregon 97236 F; REV15105 REVISION REVISION K2 DRAWING N 1711 5502(8 TO 2221 611011851 LOC It COMM 0_ _SIII I 1ILL -0 1110118 r 8111 r 8111 TO 0001 Slit COIL 6 )15)115851 3' 5051 5111 51051 -151' 1111 1110 314 107 11!15 us. 1111 43 110' 510 -011 2110116 11310 10 71671 1 111 -1161 3/4' 10111011 1St 41C 550 -oils la' SDST 11711 1111 4 r 510.0705 T 11001 4114 1111 51175 1 )1540555 r 1110 Vitt 426' 110/c1 TO r 1N' • COL) utu 1556 4C Co1UCT 50105110 MIS, 5111! -Oii. 110811 OLit POT SIRS IR' RR 1 0010 WM Mt 415• MT-MS (21 211!111 (1) 11910 (11 Ptt- 11151 1171 101.6- MCP 2' MRS 101 415' (31 1011 101151 6105 13 IQ saw 3/4' 10 s WU 1111 +01' 1101I51 Sm<0II /IILtU 316' Rita f0 91001 SIR (21 0011 15 1170 5N' 60 UL ft 1111 4 310!419, 29555991 160ZITi. 151. 05'3 16 INS 1 1/4 ORS III 1116 4 550 -450 2105111 51511/201 141.811 Uri 17 100 I/2' 01 111.101 1001 - 1197-005 (2) 5101015 314' 015 III T 500/ (1) 10,111 01 451.111 1111 21 RV SIRS 1 1/2 5901 SIR 51801 -1/C 1/2 0176 (2) Lou 11 111155 112' MA (05111!11 1165 415' 510-0115 2 11. 1107151 51) 55111 22 51510 011 2' 0001 SIR 91051 -1/4' 1' 11121 50 5001 5111 23 11E1 1 1/4 115 LIR 1115 412' 1111 -517 51115/11 11911001 501 290,909 )79 510 1112015 24 1151 110 755 LIH 1111005)1151 1581 23 25 1111551 314' 015 LIR 5111 or 510-051 25155151 1119101 51.011 110 1 96 51110 1 III' C15 UM 27 111/110555 2• 500116 11001 •1 /1' 1 6561 TO 11001 011 22 516/11519 314' 1551711 1161 414• 150.51151151111 511151711 11 01115 (31 314' 055 1111 1111 41r 5150 4515 (3) 51155115 515 - 111501 (1) 112,111 06 (11 050.550 970 32 111511 5/4• rg 5470 1111 or 5511 -057 (1) 60 P51 652. 1 114' 0050 70 26001 SI5 35 1111 SIRS 1/2 8015 60116!11 1111 or 1104 -0555 (5) 1 112• 010 1113. 415' 43 515 1011 )i2• R1 5000 1111 412' 1901 -057 91111 114' 51011 10 0000 1111 47 1111 5051 y2' 0011 CM 1108 1111 416• 510 -0055 52) 1111• 5110 BILL 416 42.1 110 5111 112 015 1010 11111 5151 +10' 500 -050 55) 1 50' 0117 5111 or 511-00 50 011. 13 1• 51901 1511 415' 1816051 1' D1111 80161175 511 TALTI -PIP1 50 01000 1101 i1 11112 0111 1I2' 5510 11711 1111 +14' 550-015 1 1/r 0615 5151 TO 51000 1515 52 5112 0115 1/2' 45511181 5111 412' 500 -011 5505105 - r 1 5800. 1!3 0111511 00 10 585 55 1 150[11151 1 5511 50 01000 501 53 50P IRMO 1 112 01111 5151 TO 51001 1011 510501 100 55 0185 551555 in' 1551181 5101 055 1' 0111 TO 1101 1111 59 110 751 1/2• COD 11111 5111 or 0005151 5501 -072 5I5101 61 C01111051115 112' 10811711 1511 411' 51001311155-0551 1 72 5215906 7511505 012• 007 1 COD 11711 0151 +54 5000121 5651 -0775 13 66111111010 r 5051 SIR 010001 -IN' 151 r 1101 00 6 50 5110 Ram - 70 71000 516 1/2 01111 55 1505511111115 r 5001 5111 26006 -1/4• 14 51175/601 3 1/r 11151 TO 64001 5506 115• COD 51111 5116 -0 +6• 160.005 92 BLISS 011110 1/2 1011110 1411 170 -0 +6 1107106 5101 -0505 5/351011 5151108 11151 r 61000 S111 5001 -1/4 111 11/2' 305I1 TO 71001 5I11 1 0/2 01170 13 NU 525 1/2 107 1 018 0501 5556 -05 46' 510 -005 2' 61505 51R 95,505 -1/4 IR 1 112' 511I0 10 7101 SIR 13 110 1111 5/2 Sot 1 50/10550 5565 -0 -6' 5111 -0715 2' 7100 SIR 1101 -1/4' 111 I 1/2' 50515 70 71001 SIR 96 ICI in 1 1/2' 11001 STR 1601 -1/4' 10 11009 5710 1' DR44u.: To - /, TO FLooR 501 C- UTTFRS 21011111 5111)061 DRA,J 10715 1. 5105101 5' 5.1.1. 1I115 015118 5118 15 Pik 0011195 5176 066 24 555155 11071 1105 TO 6 11071 16001. 5111 5075105 51515 15515 1501 6511 115511105. TO 111101 13655 515511 11015. 1)115 101110151111I51 515711 10 115000 15 100 11I11 1I115, 155001 160 5010 055015 60 081 I1 5/018151 611 1111. 2. 155117 500 -001 I5 11I5 615 1101 7011 1155111 115 5111 P101111I01 510540, 15 511 RR. 561 0IRI5I005 10 051 15)11015 7105 110 71115/50 51115 TO 1100 1510 Or PIP!. n n F. -0 -ro 4err,e 1126.2 i' !� 1 X2'1 l` + - IF 3 MO 121112.E=3.51///feSi F. �29 I_ 7 52 E1 1� 2 F.s. 25 � 2 21 -0 � -- • 0 T,-&(63, 1! 6" I .S. I (- r - - 1 r -- 1 1 1: • • ir MN i 0.11.24. ►'...1- o.�rHiil �ll,I 11411�1� e 31 goo 0 5 �d if 7 fir / 1 L ! h 0 r DRAWING TITLE P -U M JOB do LOCATION NEWPORT BAY RESTAURANT TUY,\PRLA, WA. BS DRAWN BY REVISION i 00(500 80 4 -20 -98 DAR DRAWN CON1RACTOR 4 Food Service Consultant Robert F. Smith & Associates Forty Years Experience Robert F. Smith. ASID 6851 S.0 12End .Ave. (503) 761 -3072 Portland. Oregon 97236 8500018 REVISDN K3 0885850 NC ACM Q */ e' - I' (2 2(. p-YwoOV g•s1 =5 FoR so -6%46t .A.P1S- .S 6Y M ILL - 14 ra,A.Cro t , :1_..> a i !i %ps 4� ii: %ce Z J� W 6 -n 2 . =0� 0.121. I2 5 II' tC 2 gbas Iik 6 " l CGr/egrfes tEr a �S.iASe - GAL- .YANIZF 'fr - Fog, P E FR I G. a.z.A o,a, 1- AIWA Al Ii o.Lririii'{ (o r&qg • DI PRAI,IING 717E -E : PJASI: PLP�N OE, 4. LpCATIoN NEWPORT Re.2TAUP,a.MT 111KW I LA -, WA�._ ROBERT F. SMITH & ASSOCIATES Forty Years Experience Robert F. Smith, ASID 6851 S.E. 122nd Ave. (503) 761 -3072 Portland, Oregon 97236 RE- YISION F5E.,VI4ION K4 3' -!0 0' - O' � �L>;YATION taco I /'+" = I' -o" • S � ALJ HON- ComEsuS SA LA Ms l 11J- 184x.9" WOW gAWAriizzb 6,,Gi51Hc. IN_Y- ?�Ip_ WALL ip C 9c0° b.. . FOR SPEED KA IL- (V -f.IP 7L lo" f p - ALL NON -GO M 51.15:1 -6- /SAG'' TI1 WALL 2 2' -O" 2F5 DRAWN BY CHECKED BY 4/20/98 DATE DRAWN DATE REVISED S NoT�- ALL (t1` Gem - GANTPaAtiT02.� IS 2 "x Wo: - jHIrE -SS NoTe.(7 11'HE 4IS PL-L L7 MEI - IONS ARC- FRS 'M YIMt$H - ALA- WAW. -I J4 IN 1400 - C EIMASIA0 '[o t o q 9p tit 5$ 'I51 fl. cc') Nt iZA(ro% rqgd Dfog DRAWING TITLE A'- IHG JOB & LOCATION I.} E-h1Po �T E T R. T +- I 1 ARCHITECT ! UKWI�I W A CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Years Experience Robert F. Smith, ASID 6851 S.E. 722nd Ave. (503) 761 -3072 Portland, Oregon 97236 i ESTIMATOR REVISION SHEET K6 I DRAWING NO 4 41" — t i 2 —' -411 - ,N) = OF'F-41l. Mg, ttr. - - — ./ , I __,. 1 — PI VI 06" Ea.4 0' 4 1.,..44sw rt-F.int-r-Psj s ti) Fst-ow. 1 11- t* . 4— '43" et. TOP 1 1 s.s. Nor..ata - 0 -s / IF eub...-.1 3 542 J TOF' talc, s..s. '1 Top, 0 vJor(5>x MEILFT ',('t' 2 - 3 p L rie44.c-K. SPE- , . s Tor - - - 1 1. .) A711,0,4 120..-Eq . tAtvlovAsi-E 39 0 19 C79 +/- 11 —111 P / oPt,11H. roR 0.6 13 3 P991 Nor. -I,e-G6CH... - r r T c9 /1 1 c.1. sH I ‘•I 3 /•4 " - 1 k- 5 , OP Fog (&) 512,e- PAHS kl/ - H 1,1 I f - - (6) 2 0 4 I b � r,1 24413 (6) 2448 (6 ) FIIMI1111 — I ,g1=11 MS DRA1NN BY CHECKED BY 4 I 20 /98 DATE DRAWN 6 cst (.) 1836 (),) c (6) 1836 1860 (6) 2" rf,cikie 010e DRAWING TITLE f; 1 Pk.-1A,1-- 4, 1.4A. F JOB. LOCATION N F - )T TUKW WA. ARCHITECT DATE REVISED CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Years Experience Robert F. Smith, ACID 6851 S.E. 722nd Ay, ail 767-3072 Portlant4:Orcgon 97236 0 ).1 , K7 DRAWING No. I titt 1 1 --- - I I g r q — III 1 ---ii,_ i l ._ - „- _ , _ I C. • 0 (2,, —] _, - - - : ; I ■ , 4 41" — t i 2 —' -411 - ,N) = OF'F-41l. Mg, ttr. - - — ./ , I __,. 1 — PI VI 06" Ea.4 0' 4 1.,..44sw rt-F.int-r-Psj s ti) Fst-ow. 1 11- t* . 4— '43" et. TOP 1 1 s.s. Nor..ata - 0 -s / IF eub...-.1 3 542 J TOF' talc, s..s. '1 Top, 0 vJor(5>x MEILFT ',('t' 2 - 3 p L rie44.c-K. SPE- , . s Tor - - - 1 1. .) A711,0,4 120..-Eq . tAtvlovAsi-E 39 0 19 C79 +/- 11 —111 P / oPt,11H. roR 0.6 13 3 P991 Nor. -I,e-G6CH... - r r T c9 /1 1 c.1. sH I ‘•I 3 /•4 " - 1 k- 5 , OP Fog (&) 512,e- PAHS kl/ - H 1,1 I f - - (6) 2 0 4 I b � r,1 24413 (6) 2448 (6 ) FIIMI1111 — I ,g1=11 MS DRA1NN BY CHECKED BY 4 I 20 /98 DATE DRAWN 6 cst (.) 1836 (),) c (6) 1836 1860 (6) 2" rf,cikie 010e DRAWING TITLE f; 1 Pk.-1A,1-- 4, 1.4A. F JOB. LOCATION N F - )T TUKW WA. ARCHITECT DATE REVISED CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Years Experience Robert F. Smith, ACID 6851 S.E. 722nd Ay, ail 767-3072 Portlant4:Orcgon 97236 0 ).1 , K7 DRAWING No. I fO " G h3 4-0.4-M-114 SGV'nP GHiuTf.. FJ.tlsia ay" TcP TTf>re_ 'Y s1 Li 4 =4 L- E- VATrcN 1 _p Vz' It -pH I min t; - r—I" Ni- 31 - o p -0 11 S -GT N I -o" 5N(4. LIB P�RfaRATIO -4 IN 1oTTcl-I tv_' = I , - • I -INE -H BY A IN�R 0 5 O Dg-A47-M i1N2F.-17-60ATI HG I s /.4' C) 1 -E-4+, 'TYP 8'r G J- GA- 7TRAGTOF. --� s.5. FL-UTE -17 WAS- FL- A.5441 C+ 1 i 9'x Ito' I.D. 5• Dt1aT5, , usTom T4S B -t59 430 -- Pw I I 51 1 1 2 zo" G' pr_c P si Nt+ 156 fhACK � GL IOJS .t I. s. E_ 55 - 1715fbSE1Z MIN. NOTE AI-L TOPS, WAI L 5hl(rLV& UN 4 'P-Lv0..G 4 - SI NKS AP,0- Ito U 5.5. -ate -a 0 • SoUHL7 2' -2V.4" 2, -2-1Y.' � E VATIC N I..' 0 1' —b. H 24` aaL.V LJ■TF -P T1414 Pi��NNUM I s l _ 1 1, z' - �. { J - 7 %z 2'-O „r 4, ILO ", Z' !o' 20" x 20' 1” 131= MOV,Ae -RAGK Gl - E-GT 1 O N ' /4_ X I.6 "4 O A. .; c-T TYP'. Ha Z.T VF.-i1- RJGf, TYP T -- , 0 1� l FRP BY GE. GoMTRAGTDR ;VP it 9' - S•5 FwTE -42 14..1E GLASHI NG _ 5.s. SHE-LF LE-V ION I /2n = I' - 0 1, r &q- DI DRAWING TITLE So IL - I;_.J G�•F.Af -) VI�^1`I T I-- JOB &LOCATION I-Il l...l Pc7(LT a'( TAU --r ARCHITECT TUKWILA, WA. RFS DRAWN BY CHECKED BY ° t !9$ DATE DRAWN DATE REVISED CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Yenn: Experience Robert F. Smith, ASID 6851 S.E. 122nd Ave. (503) 761 -3072 Portland, Oregon 97236 ESTIMATOR REVISION SHEET OF K8 f 1. ` i •...4,1,4,4- 1 1■-G. tAipuxl_ i I' � a. !1 � a I 1 -7 ,ASH Ge.t -1 $T p1.1 } 2' -ro" d' - GI' fO " G h3 4-0.4-M-114 SGV'nP GHiuTf.. FJ.tlsia ay" TcP TTf>re_ 'Y s1 Li 4 =4 L- E- VATrcN 1 _p Vz' It -pH I min t; - r—I" Ni- 31 - o p -0 11 S -GT N I -o" 5N(4. LIB P�RfaRATIO -4 IN 1oTTcl-I tv_' = I , - • I -INE -H BY A IN�R 0 5 O Dg-A47-M i1N2F.-17-60ATI HG I s /.4' C) 1 -E-4+, 'TYP 8'r G J- GA- 7TRAGTOF. --� s.5. FL-UTE -17 WAS- FL- A.5441 C+ 1 i 9'x Ito' I.D. 5• Dt1aT5, , usTom T4S B -t59 430 -- Pw I I 51 1 1 2 zo" G' pr_c P si Nt+ 156 fhACK � GL IOJS .t I. s. E_ 55 - 1715fbSE1Z MIN. NOTE AI-L TOPS, WAI L 5hl(rLV& UN 4 'P-Lv0..G 4 - SI NKS AP,0- Ito U 5.5. -ate -a 0 • SoUHL7 2' -2V.4" 2, -2-1Y.' � E VATIC N I..' 0 1' —b. H 24` aaL.V LJ■TF -P T1414 Pi��NNUM I s l _ 1 1, z' - �. { J - 7 %z 2'-O „r 4, ILO ", Z' !o' 20" x 20' 1” 131= MOV,Ae -RAGK Gl - E-GT 1 O N ' /4_ X I.6 "4 O A. .; c-T TYP'. Ha Z.T VF.-i1- RJGf, TYP T -- , 0 1� l FRP BY GE. GoMTRAGTDR ;VP it 9' - S•5 FwTE -42 14..1E GLASHI NG _ 5.s. SHE-LF LE-V ION I /2n = I' - 0 1, r &q- DI DRAWING TITLE So IL - I;_.J G�•F.Af -) VI�^1`I T I-- JOB &LOCATION I-Il l...l Pc7(LT a'( TAU --r ARCHITECT TUKWILA, WA. RFS DRAWN BY CHECKED BY ° t !9$ DATE DRAWN DATE REVISED CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Yenn: Experience Robert F. Smith, ASID 6851 S.E. 122nd Ave. (503) 761 -3072 Portland, Oregon 97236 ESTIMATOR REVISION SHEET OF K8 F R.P SW 6E_$ . Go n.,P.C.T ql -o" t VM Rry 3 9 Fny40T 1 1 . 4S 6.1 -b/i6U Mkt-44 t+SE-iReuttX >; .E VAT I 7N Imo s I' _On �N T - Y£hIGY SH -1-P GA 1 FIt.'URATION W / - IC-P-IZ. Lo -TIoI 9 fi - 1I' H GA. 5.5. Lfc -VF-IZ 4.4,4-40 F I. P 6Y 401-1 GoHTR,K.TOiC —i H' HGW-t_ 2D3oF 'FRiE.sFv I 1j 1 11 soup 2 1215. `170-14 Fual1 ii 11 E L- - V T I ON =.II _pl. 2 1 -O" X Z' - O" -lo" )c Z■-o° e slt-I luau AL-1- IL, GA. Ti 3o'4, =y s.5 4.H5TR41GT !OH —IS /.t:!' 4) s,s I O H 1- b — I II -o" v .Elgl�y I'Vz." = I' - o" Z 51M11 -AK.. k L T 4 13-235 Fy1G6T ICI GA 5 5 . SRaGr-E -TS N . - o 1 _5.$ WAI.-1- s14£1 -P, TrP — 5. 5 . 7ia -Li.� f3t=1 RING G>zAW£(L W�2o''x Zo" Peal I3, 21/2" 16 G.4 S s s�GTIO I I " Z . = I I - C?" L DRAWING TITLE PoT WASHI HG 4 PFL -P JOB & LOCATION t•I P -.L-Jr -T _ . Y R£�TL - ARCHITECT TUKWILA, WA. RFS DRAWN BY CHECKED BY 10120 DATE DRf48- AWN DATE REVISED CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Years Experience • Robert F. Smith, ASI!) 6851 Si. 722nd Ave. • (503) 761 -3072 Portland, Oregon 97236 ESTIMATOR REVISION SHEET O K9 #cb'T"1'L6 SOUTHe614P IRS sorP TflJ -Ci- p15P 1;o4St,E __ •p -( 'r.. 'Ir.6. $ 1_ -r ut STo!°I !iE•{RIG. TILE - -- $Y Gef.JJ GoIY ? {,4GTcL. S5. SHic•-L•F 3' -8" -S 1 Yfi.FIrY 4 a „ �OI_F Fs - 2-o -I2. Itt VE - ! fl B. -541 ,Nor.ET I ;t ll E - Co" vIr' S FLUTES FLASH; H4 be-A.1 NC. PRFat.iE.g. IV 20 x Zo rag-1 L --S,S. SHELF e-11 4 ' - - "... �- L.1oLF KF5-2 -27 .2 HT. 154441 12 SPRE.A.M.X. LE-VAT 1oN f 6U51_aM 6.5 YXN.WJST Hear, 1- .JI.=AC* JSf of 5.5. sv ToP 14e .- n GA-e. l L Rar IDLLa 7flG A T `;' * p.4' b R= �L Y�eT %2 - ' -O" FR. P. 13Y Gbh+ COHTRAGTr>It- 1 .s. WA.L -L 5i- vE-S 14 L GRFS -GOR z8 ; .teI p...cKs 1 1 -2 , r41,9"Lokogg 1154( s EE 17F T&I L 4 SIZ - PANS FoP 1 8 .sE ApL T1 [7 N I_ 4' - - -1'h- II - , ---(z) PIrc PR.-14S 1GUETOt - I ss ILI.AG•1= (1) 1es FFY 4- PA-t-4 To Hot-2 (H) 1 FIRE. PFaTEGT10H 5•ISTE -M r TYP E—i.i • GoRHER r T-P. Ho&AiZT I7- '� - oO MIX IffillifuTirreM - 5L4Ei -r I � �i �� it I LIMINNIMIUMIr - ''I 01 _ft ! e e e :9__ s 414 �� o, IS 1 aa MIE FLU - 1,6st -ELToe E0 1'- aek , AlCik Wo� KFS -4 - 27 • 2�_! 1 -ou 3' -0a W OLF - Rl3 -3loA go.L.dMAUl7E.R Sc c_ 36 4F 51-EAr1e Z. FLUE - larc.o H Hk.e.T 1AI'I9 % , I 1 ' 5 s. FWTSv j- t-L FL -fasHi r:v. 5.5. SHE -1-F 5.5, fo KNE-� GUAILP •r'r SOAP 4 To uE -6_ DISP �':` 4r--rl . GOHTRia! TOR T4s >� - NIO FAUGNT (3 M tl Z ADJ . •r+P PH I Lt -I PS F .17,,NPER F7—F. AtX- (7I FFu .P '7 puc.."r U - L. APPR . \ P R- �Mo ✓Af5 - -1_ PFvoF IGHT AIR 1- H P�tHE.I -S Zd K Z©. s. S. S . FFL_E F I LTE1kS Ira GA. S. s. BODY .6.LJ. NFJ co165•TR lc- nor--+ - co' /z' COL) c1 t G.ALV. H -U p. {7Uc.T sE- LT I o rkc18- DRAWING TITLE GC 1• / FP JOB & LOCATION 1-4 Pe K-T .' Y t 7 '+ e-S T> < 'U TIIKWILA, __ ARCHITECT RFS DRAWN BY CHECKED BY 4/20198 DATE DRAWN DATE REVISED IC, as. . GPw• EXHAUST 7(ic.7 ALt- wE- 1-- GyC-♦i Goµ i ION 1' /Z = 1 -O CONTRACTOR M�IAL STJJA7 4 4-1-- (_ SH.4aFr ROBERT F. SMITH & ASSOCIATES Forly Years Experience Robert F. Smith, AS1D 6851 S.E. 122nd Ave. (503) 761 -3072 Portland, Oregon 97236 cascr.s. e I 0 = 1 - 0" DRAWING TITLE Goo 61Hc.., Ic7Hs pa-7AI JOB & LOCATION ARCHITECT TUKWILA, \NA. RFS DRAWN BY CHECKED BY 4/20/98 DATE DRAWN ROBERT F. SMITH & ASSOCIATES Forty Years Experience Robert F. Smith, AS1D 6851 S.E.122nr1 Ave. (503) 761-3072 PortIond, Oregon 97236 DATE REVISED CONTRACTOR ESTIMATOR Kli DRAWING NO REVISION SHEET OF H vp GHAP-I FFWEJICS . Ai To TOP OF Op" HIGH Q.T. ?SASE-, 144014T a euT- Pow mf...Fliies 2. - R.A.V-11 2 o Cs RE-FP w2-A. :;"F C: 1 /a = Of CORM s 6. L1.1. 1 H Y2) CPe.- 4. 41 1 1Z.t Li-Net-5 0 ) • 1 lc GA S. • IMO K11 s T 1 ECT) Or\i r- 0" s r.v.,R E--TA1 -r n(vq, (Og 1 J40-r-1 -4-- 1 1 Z iJ 1. 1 z O-r - -r - 7" T 1 C, 4 1550 C.4.41,-4,-Ere 7' - 1 /.5" Z'' k-KPAHPF-C AA -(7) Ws4-4-s P....11 Sou HE-4-1k-f., N—(2-) PA-TO Fcck.4-- s' - - -Auz..ts 417 V441-4062....5q. 6- E.- V AT 1 1/2., L_ J G01.4k.4 I REFFSIG*.-1 52.5 951-t I Pub..140E-1-1.- L. -14.r Poop 1 Tv E . - VA T I H = PuAL MouHr L-4-1P e 1 11 11' 1 1 1 vz.• PO' 114 - P. 14/ 5.f- ESPAGXE-1 . 0 e r L-1)4E-t-1 GL.,5•E-T iHTh-fAIOR L-.1ar-i • .51.44 ' .( )( 1. 2. ( 1 . 1 tz l 5 S. 5.5. GO EJ, 6U ,TYP. 51-tia.RP 1 - qr MIC-F,c4-1,,VE- 1"4 lc me. r.../ v f) GUSTOr H. G.A.E.11 t -\ \ t -7/1s." 1. 2. PE-TA I L- in; ELI.; I • • >31--• •,•" • 4.)1 MA: 0 rte,,,, • y5. DiSPE.44SE- 'SHt-L-F 1 H2-l- 2) -0 P r. I SHE-L-F 1 - Ilr < - (1 • L_ , 1E-441 - 01 gy- og DRAWING TITLE S — 13 COL! F-1 E-R, JOB 8/ LOCATION -r ARCHITECT -TUKWILA CHECKED BY 4120199 DATE DRA1NN DATE REVISED ROBERT F. SMITH & ASSOCIATES forty Years Experience Robert F. %alb, ASID 051 S.E. 122nd Ave. (503) 761-3072 PI/ad. Oregon 97236 CONTRACTOR ESTIMATOR REVISION SHEET OF K12 DRAWING NO. olt ORION I led Tral tcl` 'YA,v _ingnwe WPM iiiiis'Imimmosimm:immoimmommiwilimmulammosmammims ACk _OM r-P 9H $.V — - - t S•115UP 5 1SY e.wso-r, IsE-I-viwor,p, 01_4 V - I ** 1•114J. T 131.NN -crwraTic corrk.E... 1 se -102. E,U14N • O NIIt T ESP-F.-WE-EN 0.00.4 P1SP. Ref 49 eAL.PASS L__J 5 H. - 101 426.4460 SE-F,Vk-g. GASH 13,044T- 71 ieS-RIFY 1P 120DIRS Ora I S446-4-VING. x x Ce, 146.4-1, -IN - r4 s I. Tor. 1r- &N rsy 01-1Nb.g. - I-- E.- VAT I ON e'4 *1 _eW w'= - " E 1_ E y .1 L s IT E. SorT 01;0-4r_ piSpF.-7-1 - o 1/4" . 'o .4 - 71, 5.s . -rop 5 PL FOR 5.5 Ho s 1 P TOP o 1.4 0 ff) e e-s 4 501-1-at, A v2.° x - rf P z• - o " - P s -T . DTP. ESFZE. I 5 5 - Top PULI— P. > CZ. F 5 DRAWN BY CHECKED BY 4/20198 DATE DRAWN DATE liEVISED CONTRACTOR r Iv ,211 p fOg DRAWING TITLE Joe LocATION ' - TUKWILA, WA, ARCHITECT ROBERT F. SMITH & ASSOCIATES Forty Years Experience Roberti F. Smith, AS1E> 6851 S.E. 722nd Ave. (503) 761-3072 Portland, Oregon 97236 ESTIMATOR REVISION SHEET OF K13 DRAWING NO. L V A T N F' N-4 1/2- .,- 11 - 1 1 2-H_V2- - ` 1 " . 3 - c.rc - IA/ ler GA. --V.. 10 N 1/2 = I -c I 1 2 -0" 4 Jo L vm, Pf WITH FIXTURE MANUFACTURERS MEASUREMENTS BEFORE FABRICAcriont. L- a_ VAT c71---1 -- r - co" 71 • - 7 ' 11 vz° z. /,•1" vi Cle• A CCE u S OAP 4 Tc4...m.1._ 171.sr. 13` r - I - - - - 4 15.5 SASS 1 1 L_ VAT I C>N1 rug./ FL-0-T Wotzt-- ToP - c4 ov t 4 / I 1 S. 1'454 731:7 SCR -.6c qt8. DRAWING TITLE 1 4 - E- V A.7 I c. JOB & LOCATION H g.T •. , ARCHITECT TUKWILAVVA DRAWN BY CHECKED SY DATE REVISED CONTRACTOR , TT; ROBERT F. SMITH & ASSOCIATES 1 Years Expertence Robert F. Smith, ASID 6851 S.E. 122nd Avr. (503) 70-3072 Portlattd, Oregon 97236 ESTIMATOR REVISION SHEET OF K14 DRAWING N .11116.et 1WW.Sli• OD- 462 -ri. rp,auSti se IZ x £1L4 Ij ca. Pf—AF. tse-r-i. 1 - 2.? r r - !1fiSla - S - 13111NOSING a c- 1 Q N 1 Cr\ P-=.- 1— E. V AT 10 t•-.1 W". i -0" r V-z." I z.-2 fi A O. c..• FoR (3/v11.V. if)r 701 PE-L--1:,K E E- T 1 c7 ve = BULLNOSING 0 .CK) ▪ , -1 L L'-er 1.--t5" I 1.--s" I '1.- le - E— VAT I 0 N iv- = • x I6GA S.S. PAN or.l• rIcE Ft NC, t-44 Typ. 1 -12-10 t4/ 11 r I HEX (s.5) STAINLES STEEL SULLNOSING. 7D TA I on S,'J7 — ra: 5EAD PO S.6, , FIN - TYP -CT 1 Q 1'-4 IL, Ga., . - FOP 6-1" I E-11, j PP-0.441N pog, 5. ToP tt- ( EA' cri 7 l‘xi 0A FL-AT se.-T t v .0 Pilecu °Qat tst °1 PrzA.it-4 - . 5I_ 0 N.4 3/ PL-Y. I V7 a 5 ANC.1.4--, • TYR 9 LIS A ip T 1 0 H vt.-FkiFy HoL-e... size- Ptcovo,f— Hot—es. 18 LJ 1 DAL = t=1 ===I = 5 5 . 5T2-IF = t__ 61.1111-4e Fu — tY s.5 Tuse- TY!". s.5 DRAWING TITLE N-IS lc io&& LOCATION N.4 pc R. ARCHITECT TUlAW' it WA DRAINN BY 4/ 2.OL98 DATE DRAWN DATE REVISED CtIECKED BY CONTRACTOR ROBERT F. SMITH & ASSOCIATES Forty Years Experience Robert F. Smith, ASID 6851 S.E. 122rul Ave. (503)761-3072 Portland, Oregon 97236 ESTIMATOR REVISION SHEET OF K15 1 DRAWING NO. I Equ1 FNENT 1;V KITCHEN GC*3 ALL. VLAC7 3i_QT t N5'7 ;- q r- Ef41AF 15 .._ gPplt Ir" l'I X2 jw tY� !iple" t i 4'%2.4U NOEL 135V2a GtoK E FAA. Ca 1 1 1bND 22o£r! 34' 1a84.0 CFt-4- �2°b�t -0.1M 4- C -4'14" 16 (A y15 - •ttw EN (ilu tAM 1 I ' h1tA.F1_ L� I / NJrE it I j .-uP i 1 i w l 24/0 Cll oAux t Io" 4H opEIJINCj 2' $/4 2'4/4 o of asap ET I II 11 I L LLB la rg- 24/a9 i _. T- pp ctopEN I II AV le pltcroFVIN4 -- --� GAN (=71 RI P ���'• ~� Root/ tlw� 5u5PFNPED cen_luo Ir " LVA‘ AIT pAKSIDE.T TueufU(4 *W6, LOOK. : 270. f.5 M. mon t;t}2 . 6 A 12 E 1141 , 1_ 0 1, NOTE 'V I2IF? E)CAa.& Lo, o ALL, G. &ND 5 fTS IN F IELD. 2-- .'itP.,..cGS • - 164A. [end. I A" Gilc i t 1.0 L✓ AP ?PDX . ▪ OF SPACE NY p ER� p 81A`^'EIZ D E LillAc DUCn $ AT OF C P ov1o5. ADJ1 DAMP ->v CoNfkOL oe s DJ I.00P FRo V I De IA1 1NPE R 5 F kov Tr t z D T Cartr IZO f � PUCE HEROP., C N" J L F,IRt.11 K.13 ETZT F � I1144 N'4N,EP 6 El2C. CoNI 'r-1' 62 aR 5 ' I -- e N.5 2 ax !I lc 7r IOxta PNOEN NM Geoo 3/4 µ ?wEv 32 7 J. r4�^t' GAS DUCT 3rIf ° t 4O 14 NEATEN 1 170,00 ISTUS - -- - r !anlo. CR2 H O O D A I R R E Q U I R E D 17 DESCRIPTION CFM VELOCITY 5.P. i HOCO DUCT SIZE EN-MST LP 3200 2750 .25 16, 18" COCKING qPR Y AIR 2400 R00 15" X 76 30 EXHAUST -WAIN 7600 1750 COOKING LINE SUPPLY AIR 6000 800 25 15 X 38 15" X 18" 16" X 42" 15 X 76 103 E.AUST 1200 1750 .25 14" X 14" nTwx=+PR PROVIDE 2400 CFM TKN CEILING DIFFUSERS DISPIRSED THROUGH CUT KITCHEN AREA. PROVIDE 1200 CFM FROM DINING ROOM LCAN�E. TOTAL E%N4UST 12.000 CFM TOTAL MAKE -LP 12.000 CFM 5U5pENDEP CBI I14 4 4 °u11,IDE ?AR, Z 3 you 5I / FD 1? - - IDEA 01....)1. 2 LAII ER25 5/g ° 1(2, EN Ref, Gem N L -w1�I nil GI N OU " PARTIAL-5C A - Fold I oIJ�Y 8oT11 SIDGy >z o. e_o e P�n4Ia � DRAWING NO. _K16 00 OQ O ROHERT F. SMITH & ASSOCIATES Food Service Consultant Robert F. Smith, ASID 6851 S.E. 122nd Ave. 1503) 761 -3072 Portland, Oregon 97236 C`u • f LAYOUT N E BAY "f DKWILA WA. -1- - 4 0 c . 0 z r DA7E JOS NUANER 4120/98• Oa. ST CONSULTANT g 1 1 14 SCALE . IA „ I 4 I REVISION DAM