The URL can be used to link to this page

Home My WebLink AboutPermit D97-0157 - CENTER PLACE SHOPPING CENTER - SKYLIGHT AND FINISHESCity of Tukwila c Parcel No: 262304 -9069 Address: 17005 SOUTHCENTER PY Suite No: Location: BUILDING A & BUILDING B Category: ACOM Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No:. EKENTHI159B4 DEVELOPMENT PERMIT '********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ Signature:_ Print Name: Gvded * * * * * * ** Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1994 Fire Protection: (206) 431 -3670 D97 -0157 ISSUED 11/07/1997 05/06/1998 .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: OCCUPANT CENTER PLACE SHOPPING CENTER 17005 SOUTHCENTER PY, TUKWILA WA 98188 OWNER PHOENIX HOMELIFE MUTUAL INS CO Phone: 206 215 -9800 401 SECOND AV SUITE #110, SEATTLE WA 98104 CONTACT M MAERTZ Phone: 425- 670 -6706 22000 64 AV W #2 -F, MOUNTLAKE TERRACE WA 98043 CONTRACTOR E KENT HALVORSON INC Phone: (206) 885 -1983 14690 NE 95TH ST #101, REDMOND WA 98052 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: NEW EXTERIOR SKYLIGHT AND NEW EXTERIOR FINISHES ON EXISTING BUILDING STRUCTURE. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 230,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT'FEES: $ 2,540.96 * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Date L =2: 1 2 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am aut••rized to sign for and obtain this development pe iii Date: 0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. d dr. s 17005, SOUTHCENTER PY Permit No:,".D97.015 . Butte`. Tenant tatus ISSUED;. ,Type trE,VP M Appl ied .'05/07/.1991: Parcel e: 2Ei23 -9069 Issued 1 1 /07/1997 • k' k' k *k **kAyl: :k'kkkkkkkkkM * k' k. kk' k k kk' kkkkkl ck* kk' k kk k �* kkkktYkk ',ik*'kik'ickk'kkEkkkkkkkk * Permit Conditi T.: No_ c,hange� wi 1.1:'be made : ;: the plans unless approved byv the ' Architect or Engineer acid the:• Turwl la ; vi E 1 ec[r . %cal _`permits: shall :;b:e:x "obta:.i;ned ;through ;th ..Wash i rr,gt n State .G:iv.ision it ..La.t�ar` ndustries.a'nil X11 > ti e ; lectr ; .ical wor} will tie inspe'et d btr that agency C24 -6630) Al 1. per?nti ts, �i`n pect i4on reao r;ds, grid apps avid plans 3h 1 1 be ava'.i�ab;ie he st ` job it. pr.ior�' to tip start of anu t cort - r ucti on fi, `Th es e 4do;ciirrtent. .,r e tt<, pe mairita tned'a air,ai l bl;e ur tir`ir�t in l ins pection approval is .g re ri ted All; ion .tr tion'2t'a'"` be 'done �,n corl # Mance' th app roved i plans and1 r;.equtesnen,ts of Uniform Bu ilding, Code (,1994 r. t i n) a ; apiertded t Un I t arm 'Mechan):cal Code. ( ; E-01 and W3sh tn::0(11) State Energy C,ode (1994 Edition). Va l i,li 1 ty of Per ni'l t The i ssuance„ of a permit or appr +ova l o;f' plans spec i i c at t oris t aci tat Ion, shall not be corn strued "to a...p'er mi t tor or a n approval of, a violattion, of ena`:of the provi "ions` of the code: or of o t;h,eri or ordinance ut the j t isdictsIon, No permit . pre sumi'ng to give »author:.i 't"6 v iola,t. ilr - anc,el,tiie of this sti'a l w tie,; valid .. , �ti s :; 4 a;} 1 "r Project Name/Tenant: ttNTEIZ I'LA - IPPiN6T GEI4TER 4alue of Construction: L "3 0 ) 000 . Tax Parcel Number: p 212304 - 'to11 -o. Site Address: City State /Zip: I 1 ov 5 — 1 1111 S oUTHGENTER PKWY Toie44 11.x'► WA , 11.1 I 140 Ie LIFE MUTL,tAL 114 e---. 0. PN Rru64..'TY Phone: Czaoz*-iaoo Fax #: 0(4)253 -05V _211304 1143041o'o45 - 901,1 -o4 Street Address: ik. City State /Zip: 401 reot - 11 Ave. . 11° �jEA'T - 1: 1 WA. 18fo4-- I Contractor: TOi Pe-T il Phone: Street Address: City State/Zip: Fax #: Architect: 7E•NI- (r1-A4.12 -ElZ AN7 A Phone: Co - 11-58Pt8 Street Address: City State/Zip: 41 PoNIN GEN1'ER PP.t.aNs■)t2 Fax #: ( 510)541- ZZ35 Phone: Engineer: PALI FI L IN f:ER.S Street Address: City State /Zip: I3vo psseTER Asi .14. Sle -TTI,e 1 1 Fax #: ll "lb►. Contact Person: Mai otJ1.1 -1, C- 5t.6.ih1 G raf -- M. MAE-P -TZ- Phone: 41-5) (4"] o - 610(- Street Address: City State /Zip: Ilk 2.20a9- t.04- ' " Ave-. W. 2F. MQuK►Y TER € ei Fax #: (4 . )114 - b zi 1 Description of work to be done: NE104 EX 1 'EI2. I4 7 12. SK -`(Lk T AND NE-14 TER 14iz. FISII`?N1EZ 014 E >eI•TIt.Iezt- -,TRUe- Existing use: 5a Retail El Restaurant ❑ Multi- family El Warehouse Cl Hospital El Church ❑ Manufacturing El Motel /Hotel ❑ Office El School /College /University El Other Proposed use: 5a Retail El Restaurant El Multi- family ❑ Warehouse El Hospital El Church El Manufacturing El Motel /Hotel ❑ Office El School /College /University El Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: El sprinklers El automatic fire alarm El none ❑ other (specify) Ni. ,6, . Building Square Feet: existing Area Construction: ft.) of (sq. rCj () S t ;-, . t 6 0 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 51 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUVWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone El Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation El Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public El Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Exempt it: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent it Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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: ` a 9 Date application expires: Application taken by: (initials) / P PLEASE SIGN BACK OF APPLICATION FORM CIPERMIT.DOC 1/29/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: G / '- Q _ ■ f� � e-t (�� _ Date: //, 7/ �x /7 7 Print name: W L-D1,4/7 /� Phone: r r (i70 Co �/� # . 77 --f L ! Address f A /n/ (L C),.../ o i G7;eou/� Citv/State / i 7 i�tou �i,qe T /,d4 460e ALL COMMERCIAUMULTI-FAIAY TENANT IMPROVEMENT/ALTNOTION PERMIT APPLICATIONS MUE SUBMITTED WITH THE FOLL ING: )=. ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description El Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ® ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ® Vicinity Map showing location of site ® ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. I.a►r ❑ Indicate proposed construction of tenant space or addition and walls being demolished El 51 Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ® ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). S ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ® ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. C'I'I'1:12/vl1T.DOC 1/29/97 "4'3 �s fr: *11•* * *kkkA *:l * #kA *•A•!r•AA *:t *A LI�7Y OF` 1 UKWLLA, WR . � .. T�'AN MT.T • * *`'�• •k k ** • } kkt•4• * *k **A A.A* *•* ** T•RANSMIT.N4tmbet 89700675. Amount: 1,541.75 11/07(97 10:.17 Pa.vment Method: .GHCCK ' Notation : PHOENIX HOME LIF Init Wf 8 k1i *I1*{ kot lek•4k. *k *A *k* Permit 'No « D97.° -0151 Type: DEVPEKM DEVELOPMENT PERT' I'f Parcel Na: 26304 -9069 Site Address:, 170.05 SOUTHCENTER PY Location: BUILDING A .Fr BUILDING B Total Fees: 2,540.96 This Payment 1,541.75 Total ALL Pmts: 2,540.96 Balance: .00 el*A olh414.*A* 0***** d*** A!,*• A k * 9* It4. ).* A* A* *A * * *A * ** * * *A *a **• ** Account Code, Description 000/322.100 BUILDING NONRES .000/386.904 STArE.BUILDING SURCHARGE ` * 4*.A****** F4 4 .* *:1. * * *****h*** **4A ***sk TRANSMIT CITY .• TUI <WILA.. W . T ... Alic,i k* kk• k***)c* AA #A. * *k *k*t* ** * * *k•*k *.b#k *AA* * * ** *A—A * **A* ** *** 1 RANSMIT ,NLtmber: .89700579 .Am.ourit: 9 '39.21 05/07/97 12:49 Payment t:M'ethod.: CHECK Notation: COR.NELL.DESIGN In.it: KOP Permit • No p97MO157 Tvne:.DE.VPERM DEVELOPMENT PERMIT. Parcel No: 262304.9069 • Site...Address: 17005 SOUTHCENTER NV Total Fees•: 2 This Payment 999.21 Tota•1 ALL Pints: 999'.21 Balance: 1.541.75.: 'a.,►•k* ** * *'*4. * ** % * *A• * *A* ***•** A* * * * * ** *,A.* *'4* * * * * *4e* * *i* **4�+,v * ** ** Account Code • Description Amount'. 000/345.830 PLAN CHECK NONRES 999.21 0309 05/09 9705 TOTAL 999.21. COMMENTS: I -St0 w 1 119 w1 rnil-ez -T2 01.A. ; y,-' Type of inspecn: . f N tio 1�C, ey,pl (t G of - MS ttarhArr OcJ S /c, /y`d • iv t45,v4— 4 ' S -P '1"l err TI/h'` SW—C c'F v 4.0C'"/J S iV rea 1 i• Nnl Ct,> G`O Amino. 71 0-E 0.gQ stktsn►i71 t a.m. p.m. A . R.,= I 2-( '' ) A - it 7 d Xi G I r.M -.- pE 714,, I i , Phone No.: v,.\' U t.4 b AA' 1eg - l ■ 1 l■.-. t%Y. P W r 1 w. p v` d i 1'prt ►J 100, Pr Mc--0 t''. yAn t : ► F j J p r -rp va { w. i, -A 114:1 Z. 0 . 4J1) u t.P W r'F TAM .0?C m +►J n rye Project: � 1 �� si4aP?�46 Cn? Type of inspecn: . f N tio 1�C, Address: 170115 S. C. tkw Date called: Special instructions: Date wanted: p (a /y�' l�. a.m. p.m. Requester: Phone No.: INSPECTION RECORD ' - Retain a copy. with permit )--.) 7 b l PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southaenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: (206) 431 -3670 Corrections required prior to approval. r� .... Date: it _J $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ACTIVITY NUMBER CI T • 0 \ CJ DATE S 7 - q PROJECT NAME C) ker -P Sh opping � 9 )i DEPARTMENT: Ida 1'1011 G DIVISION FIRE PREVENTION nn i DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I I APPROVALS OR CORRECTIONS: (ten days) APPROVED 0 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED fl REVIEWERS INITIAL C:ROUTE -F X..J DATE DATE DATE ?exmi+ ccord • Copy PLAN REVIEW / ROUTING SLIP Pour,-ooh I G DIVISION la- DUE DATE J g" T1 NOT COMPLETE • NOT APPLICABLE DUE DATE 5- a. DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q (Certification of occupancy required. ) el ascrfnvPrn: �Vri6hyi� .SY.i+�i�3li.+t�aS�SS1r COMMENTS REVIEWERS INITIAL . REVIEWERS INITIAL APPROVED C:ROUTE -F PLAN REVIEW / ROUTING SLIP P 00G2 ACTIVITY NUMBER. q 1 - 01 CJ 7 DATE S"" 7 —77 PROJECT NAME C cn r -R c ce oepi C\ k-'r 1 rt �J DEPARTMENT: BUILDING DIVISION PUBLIC WORKS FIRE PREVENTION STRUCTURAL COMPLETE n NOT COMPLETE TUES /TI3URS ROUTING: PLEASE ROUTE CORRECTION DETERMINATION: DETERMINATION OF COMPLETENESS: (T,Th) ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) DATE APPROVED n • APPROVED W/ CONDITIONS NOT APPROVED (attach comments) DATE (v— 17 -91 APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE. PLANNING DIVISION PERMIT COORDINATOR DUE DATE J d - 1 NOT APPLICABLE E NO FURTHER REVIEW REQUIRED �( DUE DATE S cQ - .9 7 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS COMPLETE EI COMMENTS CORRECTION D APPROVED C:ROUTE -F tM4 +t+ttrh:4:duttis.'!5r .n.iivtro0:.?X CZ3YS:` .t7a'.GYTI!:l, DETERNDNATION OF COMPLETENESS: (T,Th) REVIEWERS INITIAL 4 5 NOT COMPLETE E] APPROVALS OR CORRECTIONS: (ten days) • APPROVED l APPROVED W/ CONDITIONS (47 REVIEWERS INITIAL ' � I ETERMINATION: FIRE PREVENTION 11 El STRUCTURAL APPROVED W/ CONDITIONS DATE ?rf»t ?ifinSVPIWZ IO PLAN REVIEW / ROUTING SLIP Poi(o- oo( ( !fir` £ • 9017AWTTT4."MPIkilraWM .. nve.'nmure:- ACTIVITY NUMBER. 1) 1. 01 DATE 5 7-77 Geri{ -� Place Shopping Cr11k 4 TUES /THURS ROUTING: PLEASE ROUTE C ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) NO FURTHER REVIEW REQUIRED DATE PLANNING DIVISION ❑ PERMIT COORDINATOR 1-lo' NOT APPROVED (attach comments) REVIEWERS INITIAL DATE DUE DATE NOT APPLICABLE ❑ TOR i KIP DUE DATE s aa - .97 NOT APPROVED (attach comments) Li DUE DATE (Cerdfcation of occupancy required. ) COMPLETE COMMENTS ' } PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER • f) CI 1 - 0 \ 5 DATE S' 7 " q7 PROJECT NAME Cen ct ce Sh chpi (1 C.cr k-er DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION PUBLIC WORKS L I 1 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE E TUES /T. URS ROUTING: PLEASE ROUTE ROUTED BY STAFF fl (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS IMTIAL j\ h APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS REVIEWERS INITIAL 1 v. L- CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F M0.•l tfvY ✓.•.:'S�r..'.`s;6:h7A4cl :0.eKPtn r+ Hr 4,/1 K;e4,0 h}' MY. RCg A1Sl 4lfkAttJftX4 %ihl'GM,2V}GZY!wY1 /A:VIMS Ylttn°N.e.T.`MNen. STRUCTURAL El PERMIT COORDINATOR Q APPROVED W/ CONDITIONS DATE / J • DATE 5/ I ec% "7 DATE DUE DATE s d 9 — I NOT APPLICABLE NO FURTHER REVIEW REQUIRED E DUE DATE 5.-aa - .97 NOT APPROVED (attach comments) El DUE DATE NOT APPROVED (attach comments) 0 (Certificadoa of occupancy required. ) Iry,.Yn }•. +� ....... ........�tr'rs;.e °:1 •:i u3:: m'. 9^. vc ;:*kxY;:Sx.A�+tiiG3;*.a. ;a:.� PLAN REVIEW / ROUTING SLIP P�(v - Ogot ACTIVITY NUMBER. .1 CI T . DATE S" 7 - q7 PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS COMPLETE COMMENTS • REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C :ROUTE -F :�'+iJir�lp Nmp.`.- ,woT,1t4 0.n.;oet.evseOstc:A AvkJ a:"&e'F.Yr' F , "•, Cen\-er PIGCe Shofping C_orlk FIRE PREVENTION E STRUCTURAL I• J DETERMINATION OF COMPLETENESS: (T,Th) CORRECTION DETERMINATION: TUES /TEIURS ROUTING: PLEASE ROUTE T NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED ' F APPROVED W/ CONDITIONS NOT COMPLETE ❑ NOT APPLICABLE ❑ APPROVED W/ CONDITIONS DATE R43 6, /cco I DATE r REVIEWERS INITIAL DATE Ig}Yi IVAPO. ?GI;Ti�d�+?P 14' PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUEDATE J d" 9 DUEDATE S " .9~7 NOT APPROVED (attach comments) 11 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. December 6, 1999 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster Director M. Maertz 22000 - 64 Avenue W, #2 -F Mountlake Terrace, WA 98043 RE: Permit Status D97 -0157 17005 Southcenter Parkway Dear Mr. Maertz: In reviewing our current permit files, it appears that your permit for a tenant improvement issued on November 7, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, 474 146 1 1- //g// Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0157 Duane Griffin, Building Official 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fx (206) 4313665 tWq�+ w�MM"._ Yftik5ltk5 t�Yi4('WI:sNYW<r4Yomity Y2tNY2+teNW' 114'�vI'WY'AY.bwAUiM1�r.�/WN•. City of Tukwila Fire Department l y ►� i q qi . Fire Department Review. Control :# Dcri_ O 15--7 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Re: T . I . at Cep Place 5 (n C i'.Ir Dear Sir: 17605 56 -kr y The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575•4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 • halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire 'extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 .. m all aON tel aA,1,u•:i'i%0•Phhnak.74+1. ONVF W vrrilr ispi* iorm .J Page number vetik City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of . power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 a.irarwro:zvraa ,,Page number 4 C City of Tukwila 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required .fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department • requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered,. breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) ti John W Rants, Mayor Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance e #1742 ) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754 City of Tukwila John W Rants, Mayor : Fire Department Thomas P 'Keefe, 'Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fay (206) 575 4439 - ; ' • , • . , • : - • ; .-PLANNINO • • Je' l2 1997. • . Dept of Community Development. • • 6300 Southeenter:Bld..... • Tukwila, WA 98188 • Attn: Bob Benedicto, Building Official .• • . . . . Re. Center Place Shopping Center • • Permit No D97-0157 •,; ' • , • Dear Mr. Benedi , • ;Per tel / con with the skylight manufacturer "Crystalite Inc.7; the twelve 8' X 8' pyramidal _skylights specified and shown on Sheets A-4 and A-5 are in fact individually framed skylightS. . The individual aluminum frames are attached to a common aluminum gutter / frame which is anchored to structural members as shown on the architectural drawings. Each skylight is independent structurally from one another, thus if one fails, the others would remain intact. - ihope this clarifies the skylight application. , If you have any further comments or questions, please • give me a call. • • • Mel A. Maertz, A.I.A. • Connell Design Group, Inc. Sincerely, cc: Steve Richter, Crystalite Inc. • ••• •. ,•„" ' - RECEIVED • JUN, 1 6 1997 • COMMUNITY - • • DEVELOPMENT' . • .22000 04t6 Ave. W Suito 2F • Mountlake lerr'ace, WA 98043 • (206) 670-6706 • FAX (206),774-8219 LEGAL .DESCRIPTION LOT [ CODE SEC TWP AG 26 •23 •04 9069 2390 26 23 04 LOT 2 OF CITY OF TUKWILA SHORT PLAT NO &0 •45 •SS RECORDING NO 8106040707 SD PLAT DAF • P NE 1/4 OF SW 1/4 LY WLY OF SOUTHCENTER PARKWAY LOT BLOCK CODE SEC [ WP RG D'r1o157 POR 1/4 OF 1 /4 Q LY 6 W 2 OF 04 CO RD DAF•BEG ON W LN Of SUBD 510 FT N OF SW C OR TH H ALG W LN 255 FT TH E PLW S LN TO W IN OF CO RD TH S ALG SD W LN 255 FT ETC PROPERTY ADDRESS 1704? SOUTHCENTER PW LOT BLOCK CODE SEC TWP RG POR 1/4 OF 7 SW 1 /4 0 LY 6 W 2 OF 04 • CO RD DAF •BEG AT PT ON Id LN 255 FT N OF SW COR TH N ALG SD W LN 255 FT THE PLW S LN TO W LN OF CO RD TH S ALG SD W LN 255 FT ETC PROPERTY ADDRESS 17047 SOUTHCENTER PW Poat-It• Fax Note 7671 Date " 4 IlfaS To From 4 5. A4 V WI/N/50 Phong140 C°A31/3 r4Tbk.144)Ct. r ". Phone a Fax a Fax • • • " „ • • • ' , • • •• • FROM E. KENT NALVORSON/EST IMAT I N O 206-885-0486 (FRI ) 11. 7 97 10 :14/Er. 10 :13/NO. 3760239409 P • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A .•• . .' • , . . . . • • ,,•*. ' •"141t, .0'4; ' • • • • ' if Lc -NI- DbwA 9co . 52' • • D TO DISPLAY URTIFICA1 T.— DETACH TO DISPLAY CERTIFICATE-1 STATE OF WASHINGTON Peed elcchcm, N o etc6;M1 - 15c=) 54. J,Ki>tives 1.51 (ec-hVe da-ie (4 F023-00Z-000 ia-ez) RECEIVED • CITY OF TUKWILA NOV 0 7 1997 PERMIT CENTER GENERAL NOTES ALL CONSTRUCTION SHA, COMP,' WTr THE I-w -- UNIFORM - - CODE, WASHI- EI T STATE REGULATION FOR R FREE DESIGN AMERRICAN BUILDING ANS WITH DISABI LITI ES T WASHINGTON STATE ENERGY C ODE. UNIFORM PLUMBING CODE. AND ALL APPLICABLE LOCAL OCAL CODE CODES. ORDINANCES AI+O STANDARDS CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS. DIMENSIONS DETAILS. ETC Ah'O N:OTIFV THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCE EDING WITH 7HE . CONTRACTOR SHALL VERIFY ALL 'BUILDING STANDARDS' WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK, HOW=:: R. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT, s' JMENTS WITHOUT THE DESIGNER'S WRIT- TEN APPROVAL THEREOF. THE CONTFbrEOR AGREES TO DEFEND. INDEMNIFY, AND HOLD THE DESIGNER HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES ALL Dc'BRIS SHALL BE REMOVED FROM THE EMISES AND ALL AREAS SHALL EE LEFT Ik A CLEAN (BROOMI CONDITION Ai ALL T APPROVED "LAWS SHALL KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA. AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE. STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION. HAZARD OF OTHER CAUSES. IN ADDITION, THE CON RAC - OR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE. ODOR. CORRIDOR FUMES, OR VIBRATION ALL COMMON LOBBY AND CORRIDOR SPACE SMALL BE ..-. CLEAR OF DUST. DEBRIS. AND CONSTRUCTION MATERIALS AT ALL TIMES ALL WORK SMALL BE A71LIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTINS. B. DRAWINGS ARE NOT TO BE SCALED F - iR :MEN'.: ;NS. THE CONTRACTOR IS TO USE .,LCULA TED DIMENSIONS ONLY. S. DRAw11,S INDICATE GENERAL AND TYP - ICAL DE TAI+ S OF CONS TRtIC TIONL LIRE FE IONS ARE NOT SPECIFICALLY INDT ~ FC. NUT ARE OF STMILAR CHARACTER TO SHOWN, SIMILE RR DETAILS OF ..N_ ON SHALL BE USED. 12- ALL WORK PERFORMED SHALL BE UNDFP THE DIRECT SUPERVISION O F TE GE N" CONTRACTOR, HIS AGENT, EH MPLOYEE OR REPRESENTATIVE. THE SUBCONTRACTOR SHALL REMAIN COM LETELV RESPONSIBLE 1O A ENSURE THAT ALL WORE Mg BE M PERFORED BY COMF'E O NIENCED REASONS, CON i0 S STANDARDS AND D SE CONSISTENT T WITH xP I RI WITH MODERN TRADE PRACTICES- S_ ACCEPTANCE O NF. SHALL RE DE iEknINEG SOLELY OLELY B BY I OR R T ION BY THE GENERAL CONTRACTOR, , HIS MIS AGENTS OR EMPLOYEE S. 13. CLEAN UP AND DISPOSAL OF REFUSE IN CONNECTION WITH EACH SECTION OF THE WORK SHALL BE PE RFORMED BY THE RESPEC- TIVE ON pNTRg OR. NO REFUSE BHALL PE LEFT ON THE JOB SITE. 16. M :TS: F THE EXCEPTION OF THE GENERAL BUILDING PERMIT WHICH SHALL BE OBTAINED BY THE GENERAL CONTRACTOR, ALL OTHER PERnITS SHALL BE OBTAINED AND PURCHASED 6v THE SUBCONTR T ENGAGED T O THE THE FkgC ?ICE OF HIS TRADE ITHIN T ABLE T IONS, N AND WORK WITHIN HE CIF FOR SCHED ANp SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS CT W ED by LA- UPON SAT INSPECTION AND ALL FE E RMIES ITS AN Y AND PERTINENT DOCUMENTATION ERAL C SHALL BE CONVEYED TO THE GENERAL GEN CONTRACTOR. 15. UTILITIES: INCLUDING BUT NOT LIMITED TO ELECTRICI TELEPHONE, CABLE, WATER, GAS, ETC. IT SHALL BE THE RESPONSIBII. ITV OF THE BUILDING OWNER TO OBTAIN AND FAY FOR qLL APPLICABLE FEES, INSPECTIONS, PERMITS, ETC. IN CONNECTION WITH THIS % T i ION OF THE PROJECT. THE GENERAL CON F ACT OR SHALL PROVIDE TRENCHES ANC /OF CONDUITS AS REQUIRED AND NO SUPPLIED BY THE UTILITY COnPANIES, AND SHALL COORDINATE THE TIMELY EXECUTION OF THIS WORK. THE PLOT FL AN SHALL BE USED AS A GENERAL GUIDE FOR LOCATING UTILITY LINES AND APPURTENANCES. A PLACE SHALL , AT THE SOLE D O F THE GENERAL CONTRgC TOR AND UTILITY COMPANIES. 16. REJECTION OF WORKMANSHIP OR MR TERIALS SHALL "GE BROUGHT TO TFE ATTENTION OF THE GENERAL CONTRACTOR IMMEDIATELY UPON DISCOVERY. CORRECTION OF DEFECTIVE WORK SHALL B`c E %ELATED BV THE TRADE R FOR THA SECTOIN OF THE CONTRACTED WORK IN A TDMELY M A N NER SO AS NOT TD DELAY UBSEDIENT PROGRESS OF THE PROJECT. UNTIM RECTIONS OR UNCORRECTED DEFECTS SHALL BE CONSIDERED DEFA ULT AND A BREECH OF THIS AGREEMENT T HE 6E NER C AL C mm6CTI = TO TH MAY, E HIS DISCRETION, WORK [N ANY M{ MAK(lit ) DEEMS NECESSARY. THE SUBCONTRAC E WER IN Wt. AT HE . OR FAULT SF BE C . n.F, FOR AL COSTS FOR !- ORRECTIONS MADE INCLUDING BUT MOT LIMITED T❑ DEMMJLITYON, MATERIALS, L ABOR, FFOFIT AND OVERFE EXPENSES. 17, CONTRACTORS REQUIREMENTS AND UALIONS: CNTRCTO AR SKWLL PROVID TO THE GENERAL AL O CONTRACTOR S PRIOR BEGINNING WOW COPIES OT CURRENT S REGISTRATION CERTIFICATE, PROOF CURRENT LIABILITY AND lI O BONDING RS REQUIRED IRED I BV Y STATE TE F LAM. CONTRACTORS SF+ L IDE PRO'Tr, OF AC L (WDR EMPLOYED THIS COVERAGE ON EACH PERSON SON COMPENSATION) EMPLOYED DN THIS PROJECT. IBA IF ANY OF THE PROVISIONS OF THESE SPECIFICATIONS IS HELD INVALID FOR ANY REASON, IT SHALL NOT DA:ALIDATE TEE OTHER TERMS OF THESE SPECIFICATIONS. "At£ FOLLOWING MINIMUM SPECIFICATIONS II UEFA OTHERWISE NOTED. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS STUDS, PLATES AND MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR OR S.P.F. STANDARD GRADE OR STUD GRADE. a. PLYWOOD, WALL SREA THING UNLESS OTHERWISE NOTED ON DRAWINGS, SNA L BE GRADE CD, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE. PC /WOOD THICKNESS SHALL BE SHOWN , THE PLANS. NAIL ALL PLYWOOD TO SUPPORTING MEMBERS AS FOLLOWS: Bd P 6 Q.G. AT SHEET EDGES, Bd @ 12" O.C. AT INTERIOR BEARING POINTS. 3. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE SHAWL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE, OR BE WOOD O NATLR. PESTS T RNCE TO DECAY. REFERENCE U. SEC 2516 El PAR 3. A SEE WOOD FRAMING NOTES FOR ADDITIONAL INFORMATION. S. ST:NCT STEEL, INCLUDING PLRTf AND ROLLED SWIPES, SHALL CONFORM ASTM R -36, fy 36 KSI. BOLTS SH CONFORM CONFORM TO ASTM A307. /p. ALL WELDING ILL BE DRN WITH RISC ANC SHC TIF LED R IN AC C OR DS ND SHR BE PERFORMED By CERTIFIED WELDE 'Ia E STRUCT2M CONTRACTOR TIT-LS PR TU AND ST RV BRACING FOR THE UN - - LIRE AND STRUCTURAL COMPONENTS UN L ALL FININ THE CONNECTIONS HAVE BEEN - PLE TED IN ACCORDANCE WI TH THE PLANS. . ABBREVIATIONS ACOUS. ACOUSTIC: ACOUSTICAL ACT ACOUSTICAL TILE ADO. ADJUBLE:A A.P. ACCESS STA PANEL DJUST APVD. APPROVED ARCH. ARCHITECTURAL BLK. BLOCK: BLOCKING BLDG. BUILDING B;S BUILDING ^- CL OR C CENTER LINE - DARD n CAULKING COL . COLUMN CONS. CONCRETE CONTT. CONSTRUCTION CONTRA CONTRACTOR CPT. CARPET C . COLD WATER DEP. DEPARTMENT DEN DETAIL DI DIAGONAL D I,T. DIAMETER D'. M. DIMENSION DWG. DRAWING ELEV. ELEVATION(BLDG) ELEVATOR ELEC. ELECTRICAL EO EQUAL NI P; EQUIPMENT EXIST. EXISTING F . 0 FURNISHED & INSTALLED BY OTHER PN. FINISH L %T F O C .I . FURNISHED BY OTHER. INSTALLED BY CONTRACTOR GL. GLASS: GLAZING: GLAZED G WB. GYPSUM WALL. BOARD HD. WD. HARDWCOC HT '2192 TER W'. HOT WATER INCD. INCANDESCENT INCL. INCLUDE. INTR. INTERIOR JT JOINT LAM. LAMINATED. LAMINATE LTG. LIGHTING LT. LIGHT MAT. MATERIAL MAX. MAXIMUM MFD. MANUFACTURED MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLAN EOUS MTD. MOUNTED METAL MICROWAVE NOT SCALE C NCI TO SCALE ON C PAINT ENTER MTL. N.IC. N.T.S. O.C. PT. PART. PARTITION P.P.L. PL P PLATE OLISHED PLATE GLASS P.LAM PLASTIC LAMINATE PLY. PLYWOOD Q.T. 2211',` TILE R.B. BASE REF. REFERENCE REVD. REQUIRED REV. RD: REVISION R.O. ROUGH OPENING STAIR ON SE SEC CT. TI SHT SHEE $IM. SIMILAR SPEC. SPECIFICATIONS: SPECIFIED SST. STAI STEEL STD. STANDARD STOR. STORAGE STRUC. STRUCTURAL SUSP. SUSPEND: SUSPENDED SW SWITCH TEL. TELEPHONE TEMP. TEMPERED. TYP TV PICAL rp- E ISTING STIR) E, H-p r CT 11 Ij 1I11 LI1I1 L�IIiiI VAR, VARIABLE: VARIES V.0 T. VINYL COMPOSITION TILE VERT. V.P. VENEER VEPTICALPLASTIC : VERTICALLY W.B. WOOD BASE W.C. WALL COVERING WD. WOOD WT. WEIGHT 1 �\ J lit\ (z' r® `J — T opx,,ror,z, . za lv .4/i .:/ �i,. iii /i /,waioiiiiaiiiiiaiix.�io 2i 1 1 11[11111111111111 III' Illll�l BCUTHCETRER PARKWAY SITE PLAN SCALE: NOT TO SCALE 1 EXISTING ST BUILD NET 1 IIII IIIIII II1III IIIIIIIII!I PROJECT DATA DRAWING INDEX C 7 I� PROJECT ADDRESS: 17005-17179 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON GOVERNING CODE 1994 UB.C. (STATE OF WASHINGTON AMENDMENTS) USE ZONE: OCCUPANCY: M CONSTRUCTION TYPE V -N (NON RATED) ENERGY CODE: 1994 WASHINGTON STATE ENERGY CODE PLUMING CODE 1994 U.P.G. CONTRACTOR TO BE DETERMINED PRIOR TO PERMIT ISSUANCE ELECTRICAL TENANT AREA: LEGAL DESCRIPTION BIDDER DESIGN (UNDER SEPARATE PERMIT) NOT APPLICABLE VICINITY MAP Ti - COVER SHEET Al PERSPECTIVES A2 ENLARGED ELEVATIONS A3 BUILDING EXTERIOR ELEVATIONS A4 SECTIONS AND DETAILS AS DETAILS A6 SPECIFICATIONS - V Un•,A ly (. � ml APT 11 SITE ANCELLE CITY OF 1 LESSEES JUL 10 19977 NOTED REVISIONS Nc_I HANGES SHALL BE MADE TO °f a OOPE OF WORK WITHOUT PRIOR A I V OF TSEWILA BUILDING DM - I r.._ ry Nnr F... un_. -.. - J That the Plan Chest sub_,; errors end omissions and plans does not Waft tie violation of c:r adopted Dada or mama ours of contractors Dopy of OW/ pg6-006 l D97-0157' i REVISIONS - 7 ) . 1 - "' Aar, 7 CONT PMT, 8'6 9(o D6516N REVISION /BID 51C>UREVl51'&D 4 - 29 - 97 ISSUED FOR PERMIT TITLE COVER SHEET 9ro 124 INIMIEMOSSOMINEMINSIViiirial SHEET -:;.,. ✓•_; T-1 PERSPECTIVE (AT SOUTH INSIDE CORNER.) 5711N CT S `v1. CORN<,R- A ?RO�O� „✓ S h. CJ2� R - 5Ji % uG C. PERSPECTIVE (AT CENTER.) CXIST pR0�05E jUL 0 RECEIVED CITY OF TUKWiLA PERM, CENTER u0 NOT SCALE DRAWINGS CC w I- z w 0 CD z EL a. 0 I ° w 0 U - I LL I-1-1 RT z ;. w 0 3 O s 0 - /- oe No WA -0847 5.16 -96 I '. LE NONE Dwc er cKD er :::Ni�.0 TNORONOON DATE FLOOR NC GROUND SHE, NO 1 OF6 1 I JENNY CRAIG LAZERIQUICK ' .buBWAY n .0., J � a i0 me PERSPECTIVE (AT SOUTH INSIDE CORNER.) 5711N CT S `v1. CORN<,R- A ?RO�O� „✓ S h. CJ2� R - 5Ji % uG C. PERSPECTIVE (AT CENTER.) CXIST pR0�05E jUL 0 RECEIVED CITY OF TUKWiLA PERM, CENTER u0 NOT SCALE DRAWINGS CC w I- z w 0 CD z EL a. 0 I ° w 0 U - I LL I-1-1 RT z ;. w 0 3 O s 0 - /- oe No WA -0847 5.16 -96 I '. LE NONE Dwc er cKD er :::Ni�.0 TNORONOON DATE FLOOR NC GROUND SHE, NO 1 OF6 1 I , • NEW LOWER LINE OF FURRED -IN OPENING 3 /4 JOINTS HOAR. CEDAR BEAM AT COLUMN(TYP) PJ PAINT NEW PLYWOOD PANELING COVER WITH NG_W • DRYVIT' -PAINT P -2 ■ ZINC VERT CONTROL Jr (KEENE #XJ15 - 3) Y2'1401212. MET_ REVEAL (KEENE 440 ) N.T. S v ' • w omonnlrwmmimnminm EXISTING EXT 7 X 6" STUD WALL � W/ 12 EXT PLYWOOD SHEATHING EXTERIOR STUCCO OVER PAPER - J I BACKED LATH OVER EXISTING 12' PLYWOOD SHEATHING (REPLACE PLYWOOD AS RS) 0 I ( DRYVIT SYS. ABOVE - SIM, CONDITION). A. PLAN SECTION PARTIAL ELEVATION • VE BET Y CONTROI JOIN HAT If RN WI EXISTING PLYWOOD FINISHED uE LGNI H ON NE V Sf UCCO PANELS WALL TO REMAIN. PAINT P - NOT IL HSI RAIE D HE HE IN REMOVE "GLASWELD PANELING, -. INSTAE I BRONZE ANODIZE D AL UMINUM INSTALL NEW . 57 IGCO' FINISH ON KICK PLATE SI F NOTE 0 PAPER LATH OVER EXISTING (VP(.) PLYWOOD SHEATHING. INTEGRAL COLOR W/ "STUCCO SYS./ TC MATCH SPECIFIED PAINT COLORS AND •DRYVIT SYS.. COLORS. PARTIAL ELEVATION (TYPICAL STOREFRONT.) CLEAR SILICONE CAULK ALONG SHINGI',LS - EXIST 'G SHINGLE SIDING TO RE — 1 WV. TRIM 4 SEALANT JT. / (1 )ADDITIONAL LAYER OF 1202. INTERMEDIATE. MESH OVER STD. CORNER MESH @ CARVERS -TAP. AU. COLUMNS 20 AZ PANZER MESH OVER STD .DRYVIT SAS.T LOWER 2 -ALL COLUMNS 9 K 11A / 7A - —OLD r C. ELEV TION SECTION 3 /4 REVEAL JOINT - REMOVE CANVAS AWNINGS. DIAGONAL CEDAR BEAMS d ALL BRACKETS- PATCH ALL HOLES 8 SAND. (INDICATE O FOR RE FE RE NCE ONLY THIS WORK COMPL E TED IN PHASE 1 CONSTRUCTION 7 NEW 20 GA. GAL, MET. FLASHING /COPING @ NEW WALL FINISHES. _ B ELEVATION SECTION INSUL. (DRYVIT SY5.) OVER EXIST %2" PLYWD. T.D. JOINT 3 /4" SEALANT JT W/ METAL FLASHING BEHIND EXISTING EXT. 2 X &' STUD WALL W/ 1/2' EXT. PLYWOOD SHEATHING LINE OF EXISTING SHINGLE SIDING TO REMAIN WEST OF NEW STUCCO (NORTH & SOUTH ELEVATIONS MM.) ZINC DRIP/WEEP SCREED MOLDING EENE PRODUCTS OR SIM.) 3 /4 1 CON1 ROE JOINT TYP. RELOCATE ALL TENANT SIGNS TO UPPER BUII DING F ASCIA CONTRACTOR TO COORDINAT E ECTRICAL HVICE NF I OCAI ION W I H E SIGN INSIAI SE l t RS PAINT PAINT - REMOVE - GLASWELD . PANELING AND INSTALL Y INSU -ATED /TEMPERED SPANDREL GLASS - COLOR TO BE STANDARD FINISH. SUBMIT SAMPLES TO ARCH. SCAIF I TENATS1GN 1'/2 E.PS.I NSUL.'pRYV IT SYS . ALL APPLIED OVER EXISTING OR REPLACEMENT PLYWOOD SHEATHING. .SANDBLAST' TEXTURE W /INTEGRAL COLOR(1 C°' BEAM CABS.) ALL d FT WIDE COLUMNS TO BE FURRED 2' BEYOND BEAM FINISHED FACE. SEE DETAIL., /2 4 S 1 INE Of I XISI ING OPE NING S'4REVEA L JOINI IEEE) LINE OF EXISTING SOFFIT- PAINT - I INE OF EXISTING STRUCTURE NEW FINISH, ALL FACES OF ALL COLUMNS. SEE SECTION: PARTIAL ELEVATION (TYPICAL MARQUEE, WALKWAY SIDE.) NOTE: CONTRACTOR TO BE PRICING PHASE II WORK ONLY. CONTRACTOR TO PROVIDE CONTINGENCY AMOUNT FOR REPLACMENT OF 1,440 SOFT. ROTTED 1/2° EXTERIOR PLYWOOD SHEATHING. AMOUNT OF MATERIAL IS ESTIMATED AND TO BE VERIFIED PRIOR TO REPLACMENT BY ARCHITECT G STRUCTURAL ENGINEER. C. 3 /4 1 REVEAL JT. • 54 REVEAL JOINTS I RELOCATED 0112X14 'BEAM FASCIA SUPPORT 2' 3 B 3 ,M ' DE EP CIRCULAR R SEMI CIRCULAR RECESSES ON ALL 4 FT. WIDE COLUMNS AT EXTERIOR EL EVATIONS PAINT BEGANSSOUARE WWI! MOUNTED ' GUARD P WITH DIE CAST CROSS GUARD d E 25 WATT P NAT E PLASTIC LENS. ONE 25 WATT PLC COMPACT E LUORLA MP,120VEt BALL E UIN 0 TO MATCH - 3. 10 COLOR • 6' PAINT TO MATCH P -3 PAINT COLOR _ -- ALL d FT. WIDE COLUMNS TO BE FURRED OUT N/ 2x4 ND. FRAMING AND 1/B E. PS. INSUL.(DRYVIT FINISH SYS.) OVER'/z' CDR PLEASED SHEATHING. KEMOVE UPPER PORTION OF EXIST VI4 X2(o COLUMN (TOWEK SEJPPERT ) 2 -3 (2 FT_ REF.) 3 /4 CONTROL /PANEL JT SKYLITE CANOPY IN FOOD COURT BEYOND. SEE j �2 il1HHE IJ IN AHE A. I C%2YV1T' FINISH AWNING SUPPORT NE ANTS - RE MOVED DURING PHASE 1 I X'. 0 TING U P P E R r O l LIMN IGHT FIXTURE SE 1 IN CIRCULAR RE CL SS Of dFT WIDE COL ITYPI MET F ASHING - PAINT P - E REMOVE EXISTING TOWER AND ARCHWAY. RE - FRAM_AND RE - CONSTRUCT FASCIA TO MATCH ADJACENT BUILDING DETAILS TOP LINE OF PARAPET d FLASHING. LOWER LINE OF FL ASHING. PAINT PAINT PAINT P 2 PARTIAL ELEV. (TYP. WALKWAY.) 5;` L' -11 PAINT MET. FLASHING P 3 ti DO NOT SCALE DRAWI PAINT Al'AIQIED RECEIVED Cm OF TUKwILA PERMIT CERISE 6 G.' Of TJNWILA JUL 1 Q 1L LJ gi W W gi J N W Q 2 = W LOB NO CHO B I- z U a z 0 0 r = V/ W 0 `m � Q) I `° I C LL O U C 6 O C E= t6 cc i z T 3 W I II O H I � WA -0847 5.16.96 COENI +UT:, RIZA 10 SATE SHEET NO 2 OF 6 i i i Ji-T 1 I / i "' t . T ., ) rg III 11 , ________________._ ;. F,iAC ?� II ' "' ' tlASr p NEW DRYVIT EXTERIOR FINISH b o f X +aq o ` - �a - -_. ' I r ONA] 1 EXISTING SHINGLE SIDING TO REMAIN. 'IA_ P w 416E 1'I`] FY � l 1 \ j I t IMM IlMig■ - _ _ `. _ _ EXISTING PLYWOOD PANE -LNG TO REMAIN 4. NEW 11/4} eCEDAR ND- TRIM STUCCO EXTENDS TO START - OE PLYWOOD SIDING. ISCALE. 7 ELEVATION NORTH BLDG. WING, SOUTH ELEV. SCALE SCALE r� ELEVATION FOOD COURT, NORTH H 8 [ 6 „�, _,- 7 ELEVATION NORTH BLDG. WING, NORTH ELEV. s REMOVE EXISTING TOWER. -,. 0 I _ RELOCATE EXISTING TENANT SIGN (TYP). I. I \ o � r MU • I — TENANT SIG I H I '? 1 I I APPLIED OVER EXISTING OR -?, J ' PLYWOOD SHEATHING - BEGAIUS SQUARE WALL MOUNTED FLUOR I AMP, 120V EL FCTRONIC BAL LAS WOOD FRAMED STRUCTURE. IUMINAIRE WITH DIE CAST CROSS NYE 42/56P EBl 1 20, 104,0 X 5 5116 ". WIDE COLUMNS PROJECT 3" GUARD 8 •OLYCARBONATE PI ASTIC PAINT TO MATCH FRAIL PAINT COLOR b BACK OF HORIIONTAL BANDS. I E NS ONE 26 WA1 I PLC COMPACT (ALT BLACK). BF GA /US 805 684 0533 ALL REPLACEMENT AND 4 FT IN FRONT $CAL �5 1 ELEVATION (RIGHT TO LEFT: FROM NORTH TO APPROXIMATE CENTER.) �,ar -: = j • NEW DRYVIT EXTERIOR 17;1 O G ® FlNISF! SYS. COVER: DIAMOND SHAPED ACCENT LIGHT REMOVABLE CONSISTING OF SG.,, eNr i POLISHED 14 GA • BRASS FABRICATED FRAME (CLEAR URETHANE CLEAR * - COAT) AND THICK WHITE TRANSLUCENT NT • ACRYLIC PLASTIC LENS - BACKING PANEL _` 14 GA .• STEEL, WITH RUST PREVENTATIVE PRIMER BOTH SIDES. PAINT INSIDE GLOSS WHITE. = y LAMPS' \ WHITE NEON OR FLUORESCENT. AS m _ ^ RECOMMENDED BY SIGN FABRICATOR _ O I �' '�` I, 10 \ \�. I r � ! ■ p JI 52 I L t ? .. M ` EXISTING ST0NGL F SIDING TO REMAIN { 1'‘ - Ask SIM. I__1 1 I f ri ® XISTING PLYWOOD PANELIN EXISTING PLYWOOD PANELING TO PI MAIN . EG ' x 'A E V „..\11.\__L__ r- 4 t-H .1 DETAIL -. { - - - -- - I 1 � STR NEW 1 a PAR /� / WOOD TRIM ,- -., STUCCO AREA TO MATCH S NORTH ELEVATION NEW STUCCO FINISH- gl Ds A 2x4V WALL UREA - - -- - -- - - -- - — /� PARAPET LIGHT SEE 4” SCALE DETAIL' / / e 1'Vt' : 1' 0" GRID 11 ONLY) ELEVATION SOUTH BLDG. WING, SOUTH ELEV. r SGALE 4 ELEVATION SOUTH BLDG WING, NORTH ELEV. SCALE ELEVATION FOOD COURT, SOUTH SCALE (-6 3/32 -0" ' 1 3rJ2 -1' -0" \ / 9 3o - VERIFY 30 -0" VERIFY E.C1. 4 0" '- 4 0'' Ew. EQ. 4' -0 4 EQ. 0 2E.-SEE • ��• 51-IT 5 (3)2X4 EDGE BERS -CONY 4 i t ''9'• 22 "SCE. ACCEtiIT • LIGHT FIXTU EVEL ® , p 30 ° BL;RF�{EC ME @SLOPED S CE TS 2, I .® N S � METAL FI.aSNING 4/1.4,\ ROOF LINE O PAINT P -�j ' L. - © OPN _ i ��\ SHT.S \ n o b \ E C 5E-XS ° � DEEP RECESS PAINT R3 �� HT MBEYOND „0 ;b L — 4 {� / I I L Il/ (5) LOCATIONS- OF 1J(YIU LATERAL BRACING lo) LOCATIONS LATERAL BRACING A l I - -- -- - k — R2 O P2 O ® CT JL 1 0 19 "s7 7 1 . _ I r 1 i T 1 AS O K4,L, CITY PERMIT CE,ER 1� �.. P2 ) ® mIJ J ■ Cy _ TS. ARTIAL ELEVATION TYP. @ GRIDS 3,8 16, 20. l0 PARAPET FEATl1RE GRID I I N.T -S ELEVATION (LEFT TO RIGHT: FROM SOUTH TO APPROXIMATE CENTER.) DO NOT SCALE DRAWINGS SCALE: 1 -D SAT - VON. P12E FJ <MEJ `ti- CLEAT N� vN ®COPING DETAIL E SANT ST:NAGE, 'E RF ^..,RED is TO BE OATEO AS INTERNALLI _RING ONE AN- - �N_' NO !NETS OF, LETTERS ON RACEWX WPHOUT �. ^INER c WR -TTEN APPROVAL :x.ET,uG W.�OD FRANK CONSTRU NEW =fin— Z_.' - B. _ iNG A.N E LF_S_ ,DRYVIT - MFR _,SYSTEM W 1 1 2' E.P.S. INSULATION _._R VEW ��RPiNG= RAV�NG INTE CO LOR W DRYVIT SYS.' TO MATCH SP ECIFIE D - PAINT C OLORS. - - - DIM.P 3 /4' REVEAL IN 1 INPUL.(DRYV IT) D ETAI L PARAPET WALL BUILD -UP - AT ARCADE "COLUMN" CENTERLINE y l / 111111111 FIN. FO. DRYVIT 'COLUMN CONT. 20 GA. GALV. CLEAT /FLASHING Nsu /WATERTIGH ! A ST TTO r (CLEAT TO Eic15T. II TERMINATE 3"MIN. L-- II NDER CAP FLASH'G.) - - I + L _- CAP FLASHING /COPING - SEE DETAIL 78/514T4— FLASHING DETAIL O HALF SIZE > n p�L Z B.O REVEAL V, ,_ 3 , z � N ¢ off' T.O REVEAL O31 i LL Q �N o30aQ 3B ® REVEAL DETAIL HALF STE JOINT �SFALANT / ZOGA. GALV. CRP FLASHING y- EDGE SET IN SEALANT T.O. EXIST. BEAM 'Fr EX R FINISH ON BOTH TERIQ SIDES AND BOTTOM FACES OF HORIZONTAL BEAM. (1 E.PA. ,ANAL. C. BEAM COND.) JF' = A_`ENE, v_`1� EN C,P N� 6A..K51DE I5 .. AT€LTI.�NT FATE SEALAN EONS. BM STRUCTU 10 HALF SIZE NEW FRAMING 254 H.F. 4 GETTER @ 1G" O.C.EOTH SIDES STINCT W VCT DEEM V T EXIST. PLYWOOD SHEATHING � 11 - 34 "REGcAL v 4-Yz DRIP REVEAL FIN. PLR EXIST- - CONC. FOOTING 3A IC FIN. F.O .DRYVIT COLUMN DETAIL TYPICAL COLUMN AT WALKWAY ± 1'- 5 h" OF 1 f HMINE D HY EXIST. STRUCT HICKN, SS (20 GA. c -JALV. 5r1T MET.) Si= 5 %i' NEW FLASHING TO SPAN BOTH EXISTING PARAPET AND NEW FURRED -OUT CONSTRUCTION -- EXISTING PARAPET WALL SLIP JOINT SYSTEM AT 'COLUMNS TO REMAIN ISLES SCREWS @ '/1" JOINT W /CAULK BACKER ROD — EXIST INS PLYWOOD SOFFIT -REF,. 141 5 L50 TO. REVEAL (E.O. SOFT IT BEYOND) NEW FRAMING 2x4 H.E 4 BETTER @ ICP"J.C. BOTH SIDES TYP E.I. F.5. 555. ACRYLIC FINISH OR 1 '/2" E.PS.INSULATION MECH. FAST /DIRECT ADHESIVE TO CDX PLYWOOD W /2X4 WD STUDS. (SEE DRYVIT' SPECS.) B.O. BM. CORD. (USE E.PS. INSUL.0 SIM.COND.) S.O. BEAM - . (FIN. F.O. BMC SIM. COND.) JT. E.I.F.S. JOINTS: SEALANT SPECIFICATION: ONE PART SILICONE - DOW CORNING CORP. 'DOW-750' PRIMER: 1200 PRIME COAT ALSO SEE DETAILS b e 2 NEW FRAMING ANCHORED TO EXIST. BM. COND. BEYOND Zx(A BD L7E D To Ex 1 STRU CT DRE I /2 LAG EDLTS 16 ° O .0 TNRD 2x4 20 GA. GALV. 5TL. FLASHING ALL AROUND I SCALE: REMOVE SHINGLE SIDING AND ALL ,OCO TRIM PURR EXISTING STRUCTURE TO WIDTH INDICATED (DEPTH OK AS IS scALE 7 I ELEVATION PYLON SIGN :DOUBLE - SIDED, AT NORTH DRIVEWAY REMOVE EXISTING TOWER AWNINGS - BEAMS a SADDLE BRACKETS. SAVE BEAMS AND BRACKETS FOR POSSIBLE REUSE PATCH AND REPAIR NEW CANDPY FOR FOOD COURT: SKYUGAT SYSTEM AS MFG9. BY CRYSTALITE INC. REMOVE EXISTING'GLASWELD' WITH 12 PYRAMID SHAPED TRANSLUCENT INHRE ACRYLIC DOMES. PANELING PRIOR TO APPLICATION AND FRAMING WITH INTEGRAL GUTTERS. OF STUCCO SKYLIGHT SYSTEM IS CUSTOM MADE TO LENGTH INDICATED BY WIDTH OF SPACE PYRAMID DOMES ARE APPROXII.ULTELY 9-0 WX7L O"L X2"-E N. CONTINUOUS GALVANIZED METAL FLASHING AT BUILDING WALLS PIASTICRAFTS' SKYLIGHT SYSTEM INTEGRAL GUTTER BEAM ALIGN TOP OF SKYLIGHT GUTTER SYSTEM WITH TO OF OPENING IN WALKWAY. MANUFACTURER TO SUBMIT DETAIL DRAWINGS AND ENGINEERING DATA FOR REVIEW BY DFA PACIFIC ENGINEERING PRIOR TO FABRICATION AC NEW AT U HEADER WITHIN EXIST BEAM STRUCTUR 1-'7 EXISTING SIGN CABINET EXISTING SIGN CABINET 116" Ln; NE, zx ua /D- 0 D4 2 Z A. PLAN SECTION 3 SECTION FOOD COURT, SOUTH WALL E.I. F.S.( T %s -1 INSION INTEGRAL COOR- W/ "DR EM SYS.W/ " 1 TO 1/2 MATCH SPECIFIE PAINT COLORS. EXISTING TUBE COWMN EAST. ExT. 2' X B' STUD WALL wl 12 EXT. PLYWOOD SHEATHING C WALL-CURTAINWALL DETAIL 8 M.T.5. SMOTE 1 CONTRACTOR TO FLD.VFY EXISTANCE OF PLYWD. SHEATHING SEHIND EXIST: 'GL AWE LD EXTERIOR PANELING(OEMO).PROVIDE ALT. RID COS75 TO PROVIDE NEW ' /t 'COX' PLYWD. SWIG. IF NONE EXISTS. S - "CETERED ON BM SUPPORT'S FLD- VFY REMOVE'GLASWELD' PANELING AND INSTALL 1" INSULATED /TEMPERED SPANDREL - CVL.:)R TV LTUNDARD FINISH. 5UBM IT DAPPLED TO ARCH. C.= REMOVE SHINGLE S,CING AND All WOCO TRIM S`A`E 6 ELEVATION PYLON SIGN (THREE - SIDED) AT SOUTH DRIVEWAY ,V2" CAULK JT. EXISTING EXT. 2' X E STUD WALL W 1? EXT. PLYWOOD SHEATHING EX - ERICR STUCCO OVER PAPER, BACKEE EVER EXISTING 1." PLY WOOD SHEATHING* JpEPLACE PLYWOOD AS REG'C 0 B. PLAN SECTION 1/Z DRYVIT JT. REMOVES SWELD' PANEUNG. INSTALL NEW ' STUCCO' SYSTEM OVER EXIST PLYWOOD* INSTALL BRONZE ANOD ALUM. ICK -PLATE - - - OF LyEgy TENANT ENTRY DOOR. FOR WEDOUAI E -FACED DOO BOTH SIDES COMPLIANCE WIADA RED. FOR 10'H flASE. EXISTING SIGN CABINET \-- KEENE XJI5 -3 CONTROL JT. E- "REVEAL F /4 "REVEAL REMOVE E21ST. PLYWD. SANG. TO JFV SIZE i LOCATION OF EXIST. WINDOW HEADERS. NAVE STRUCT. ENGINEER RV W. CONC. ADD NEW 4x(A WD. PO..TS FROM GLI To TOP at WINO. 61 DER. ® REVEAL ® CONTROL LIT. NEW 'DRYVIT' EXTERIOR FIN.DVER EXIST. PLYWOOD SHT'G. (NEW 'STUCCO'EXTERIOR FINISH HALF SIZE OVER EXIST. PLYWD.81c BELOW) KEENE 66X CASING BD. OR SIM. 51 V IT' SYS. CO SYS. ow) YB x 13%2 GL YB x13' /2 KEENE #4O - REVEAL UT N Hoalz. TO. REVEAL 112 CAUAAC JOINT TYPICAL. N C. SECTION 2 14 "=F(1LANT J7.. -9 - p, FYIST_ P-. -- 11 - SHT.E 'DRYV IT SYS. 'DR (STL SEALANT J B N —EXIST WD.TRIM �V2 " SEALANT JT, Bi 'ST JCCO ' SYS. 12 TRIM DETAIL 3 '(> PVC RW NSpOUr Yfl6+iRIN E BARU RANTER OPTION CON TRACTOR 10 PRICE REMOVAL OF EXISTING KAWNI F R STYLE G T EXT ERIOH DOOR PULL AND REPLACEMENT WITH KAWNEER STYLE U PULL, 126 I IGHT BRONZE DRYV IT SYS (STUCCO BELOW) SEALANT JOINT 1 x 2 TRIO. WD. TRIM EXISTING $ - 0 " WALL/ PARTITION REF MFGR COLOR TO MATCH AREA P -1 PARKER PAINT 8271W PALACIO PERIMETER WALLS OF BUILDINGS WHERE NEw'DRYV:T oCC'JRS STORE FRONT WALLS MOOG 8 STUCCO, INCLUDING F000 COURT N /ALES PYLON SIGN BASES P - PARKER PAINT 8293M CLOVE DUST ARCADE CEILING SPANDRELS jDRYVIT PORTIONS ONLY SEE P.3 FOR WOOD PANELS, FENCE AT REAR OF FOOD COURT NORTH 8 SOUTH WALLS BEYOND NEW STUCCO AREAS (SHINGLES 8 SHEATHING WEST OF STUCCO AND ENTIRE WEST (REAR, ELEV4�ION LEIS) OF PROJECT INCLUDING UTILTY AND TENANT REAP. - I DOORS AND FRAMES P -4 FR AZEE 7804D CLAY ULM HORIZONTAL ARCADE W000 BEAMS/BRACKETS SPANNING BETWEEN 4RCADE AND BUILDING FPSCIA P - 3 PARKER PAINT 80650 AOUACOGIC g :T CCENT CIRCU AL LA RS Iry NEW ORI'V AEIp FLASHING ECESSE ray '11 T" LIC "T - R „C 10 N R F O' S ]T•N,CTU, P S 'RAZ!_ • 4^ "E P'A"T BEAMS SUPPORTING NEW FOOD COURT CANOPY HANDRAIL AT NORTH SERVICE DRIVEWAY AT PIER ONE IMPORTS SIDE ENTRY DOOR. SPANDRELS (WOOD ON ARCADE SID, ONLY, PARAPET FLASHING LENS FRAMES ON NEVI BEGA'US LIGHT FIX,PES ON EXTERIOR FACES OF ALL "FOOT WIDE ST'.;000 cuLUMNS DESIGNATES OLD FRAZEE COLOR SYSTEM NUMBER/NAME ALL OTHER COLORS ARE FROM NEW COLOR 5,457,1 PAINT CONTRACTOR TO SUBMIT THREE (3) SETS OF +" x - ■MINI PAINT SAMPLES TO DEN FOR APPROVAL. TWO APPROVED SETS WILL BE RETURNED (1 SET FOR PAINTING CONTRACTOR 1 .SET FOR GENERAL CONTRACTOR, . 5CHED'JLE 30 PVC, 3 "4' TUNA - SaOUT TIGiTO NE. TO STORM SYS, (WEST SIDE OF BUILDING) 1 /4x2 WD TRIM uo nn e T. AA l se: 4:7 (T. COPING i Bi Low i ii ss ..n FO EXIST. PLYW FIMGE DETAIL < EXIST EXTERIOR PLYWOOD FINISH TO REMAIN - REPAINT (E.O. EXIST. PARTITION WINDOW SY5.00PP SIDE) NEW CANOPY FOR FOOD COURT: PLAN FOOD COURT EXISTING 8 FT HIGH PARTITION TO REMAIN PANTING AREA TO REMAIN 1 SKYLIGHT SYSTEM AS MFGR BY CRYSTAL ITE INC. WITH 12 PYRAMID SHAPED TRANSLUCENT WHITE ACRYLIC DOMES AND FRAMING WITH INTEGRAL GUTTERS. 5' /B X T I ealses as JUNE IDO> I TOP HALL G.L.B. REMOVE EXIST PLYWD. SWIG. 4 INSTALL NEW 3-2x4, COLUMNS IN EXIST. WALL TO EXTEND FROM NEW GLB To TOP OF FOUNDATION WALL. RESHEATH EXTERIOR WALL, (4xo COLU MNS To EXIST HEADER @ WINDOW cos.) ° QLWIOILA JUL 10 195) PERMIT CENTER 1 JOB NO WA-0847 5.1096 AS NOTED SNE, NC 4 OF 6 -I,`; 430 v - I I \ T � aA - 3 "4PVC TIGHTLINTD WNSPOUT STORM 5 "S. © .. / SAT - VON. P12E FJ <MEJ `ti- CLEAT N� vN ®COPING DETAIL E SANT ST:NAGE, 'E RF ^..,RED is TO BE OATEO AS INTERNALLI _RING ONE AN- - �N_' NO !NETS OF, LETTERS ON RACEWX WPHOUT �. ^INER c WR -TTEN APPROVAL :x.ET,uG W.�OD FRANK CONSTRU NEW =fin— Z_.' - B. _ iNG A.N E LF_S_ ,DRYVIT - MFR _,SYSTEM W 1 1 2' E.P.S. INSULATION _._R VEW ��RPiNG= RAV�NG INTE CO LOR W DRYVIT SYS.' TO MATCH SP ECIFIE D - PAINT C OLORS. - - - DIM.P 3 /4' REVEAL IN 1 INPUL.(DRYV IT) D ETAI L PARAPET WALL BUILD -UP - AT ARCADE "COLUMN" CENTERLINE y l / 111111111 FIN. FO. DRYVIT 'COLUMN CONT. 20 GA. GALV. CLEAT /FLASHING Nsu /WATERTIGH ! A ST TTO r (CLEAT TO Eic15T. II TERMINATE 3"MIN. L-- II NDER CAP FLASH'G.) - - I + L _- CAP FLASHING /COPING - SEE DETAIL 78/514T4— FLASHING DETAIL O HALF SIZE > n p�L Z B.O REVEAL V, ,_ 3 , z � N ¢ off' T.O REVEAL O31 i LL Q �N o30aQ 3B ® REVEAL DETAIL HALF STE JOINT �SFALANT / ZOGA. GALV. CRP FLASHING y- EDGE SET IN SEALANT T.O. EXIST. BEAM 'Fr EX R FINISH ON BOTH TERIQ SIDES AND BOTTOM FACES OF HORIZONTAL BEAM. (1 E.PA. ,ANAL. C. BEAM COND.) JF' = A_`ENE, v_`1� EN C,P N� 6A..K51DE I5 .. AT€LTI.�NT FATE SEALAN EONS. BM STRUCTU 10 HALF SIZE NEW FRAMING 254 H.F. 4 GETTER @ 1G" O.C.EOTH SIDES STINCT W VCT DEEM V T EXIST. PLYWOOD SHEATHING � 11 - 34 "REGcAL v 4-Yz DRIP REVEAL FIN. PLR EXIST- - CONC. FOOTING 3A IC FIN. F.O .DRYVIT COLUMN DETAIL TYPICAL COLUMN AT WALKWAY ± 1'- 5 h" OF 1 f HMINE D HY EXIST. STRUCT HICKN, SS (20 GA. c -JALV. 5r1T MET.) Si= 5 %i' NEW FLASHING TO SPAN BOTH EXISTING PARAPET AND NEW FURRED -OUT CONSTRUCTION -- EXISTING PARAPET WALL SLIP JOINT SYSTEM AT 'COLUMNS TO REMAIN ISLES SCREWS @ '/1" JOINT W /CAULK BACKER ROD — EXIST INS PLYWOOD SOFFIT -REF,. 141 5 L50 TO. REVEAL (E.O. SOFT IT BEYOND) NEW FRAMING 2x4 H.E 4 BETTER @ ICP"J.C. BOTH SIDES TYP E.I. F.5. 555. ACRYLIC FINISH OR 1 '/2" E.PS.INSULATION MECH. FAST /DIRECT ADHESIVE TO CDX PLYWOOD W /2X4 WD STUDS. (SEE DRYVIT' SPECS.) B.O. BM. CORD. (USE E.PS. INSUL.0 SIM.COND.) S.O. BEAM - . (FIN. F.O. BMC SIM. COND.) JT. E.I.F.S. JOINTS: SEALANT SPECIFICATION: ONE PART SILICONE - DOW CORNING CORP. 'DOW-750' PRIMER: 1200 PRIME COAT ALSO SEE DETAILS b e 2 NEW FRAMING ANCHORED TO EXIST. BM. COND. BEYOND Zx(A BD L7E D To Ex 1 STRU CT DRE I /2 LAG EDLTS 16 ° O .0 TNRD 2x4 20 GA. GALV. 5TL. FLASHING ALL AROUND I SCALE: REMOVE SHINGLE SIDING AND ALL ,OCO TRIM PURR EXISTING STRUCTURE TO WIDTH INDICATED (DEPTH OK AS IS scALE 7 I ELEVATION PYLON SIGN :DOUBLE - SIDED, AT NORTH DRIVEWAY REMOVE EXISTING TOWER AWNINGS - BEAMS a SADDLE BRACKETS. SAVE BEAMS AND BRACKETS FOR POSSIBLE REUSE PATCH AND REPAIR NEW CANDPY FOR FOOD COURT: SKYUGAT SYSTEM AS MFG9. BY CRYSTALITE INC. REMOVE EXISTING'GLASWELD' WITH 12 PYRAMID SHAPED TRANSLUCENT INHRE ACRYLIC DOMES. PANELING PRIOR TO APPLICATION AND FRAMING WITH INTEGRAL GUTTERS. OF STUCCO SKYLIGHT SYSTEM IS CUSTOM MADE TO LENGTH INDICATED BY WIDTH OF SPACE PYRAMID DOMES ARE APPROXII.ULTELY 9-0 WX7L O"L X2"-E N. CONTINUOUS GALVANIZED METAL FLASHING AT BUILDING WALLS PIASTICRAFTS' SKYLIGHT SYSTEM INTEGRAL GUTTER BEAM ALIGN TOP OF SKYLIGHT GUTTER SYSTEM WITH TO OF OPENING IN WALKWAY. MANUFACTURER TO SUBMIT DETAIL DRAWINGS AND ENGINEERING DATA FOR REVIEW BY DFA PACIFIC ENGINEERING PRIOR TO FABRICATION AC NEW AT U HEADER WITHIN EXIST BEAM STRUCTUR 1-'7 EXISTING SIGN CABINET EXISTING SIGN CABINET 116" Ln; NE, zx ua /D- 0 D4 2 Z A. PLAN SECTION 3 SECTION FOOD COURT, SOUTH WALL E.I. F.S.( T %s -1 INSION INTEGRAL COOR- W/ "DR EM SYS.W/ " 1 TO 1/2 MATCH SPECIFIE PAINT COLORS. EXISTING TUBE COWMN EAST. ExT. 2' X B' STUD WALL wl 12 EXT. PLYWOOD SHEATHING C WALL-CURTAINWALL DETAIL 8 M.T.5. SMOTE 1 CONTRACTOR TO FLD.VFY EXISTANCE OF PLYWD. SHEATHING SEHIND EXIST: 'GL AWE LD EXTERIOR PANELING(OEMO).PROVIDE ALT. RID COS75 TO PROVIDE NEW ' /t 'COX' PLYWD. SWIG. IF NONE EXISTS. S - "CETERED ON BM SUPPORT'S FLD- VFY REMOVE'GLASWELD' PANELING AND INSTALL 1" INSULATED /TEMPERED SPANDREL - CVL.:)R TV LTUNDARD FINISH. 5UBM IT DAPPLED TO ARCH. C.= REMOVE SHINGLE S,CING AND All WOCO TRIM S`A`E 6 ELEVATION PYLON SIGN (THREE - SIDED) AT SOUTH DRIVEWAY ,V2" CAULK JT. EXISTING EXT. 2' X E STUD WALL W 1? EXT. PLYWOOD SHEATHING EX - ERICR STUCCO OVER PAPER, BACKEE EVER EXISTING 1." PLY WOOD SHEATHING* JpEPLACE PLYWOOD AS REG'C 0 B. PLAN SECTION 1/Z DRYVIT JT. REMOVES SWELD' PANEUNG. INSTALL NEW ' STUCCO' SYSTEM OVER EXIST PLYWOOD* INSTALL BRONZE ANOD ALUM. ICK -PLATE - - - OF LyEgy TENANT ENTRY DOOR. FOR WEDOUAI E -FACED DOO BOTH SIDES COMPLIANCE WIADA RED. FOR 10'H flASE. EXISTING SIGN CABINET \-- KEENE XJI5 -3 CONTROL JT. E- "REVEAL F /4 "REVEAL REMOVE E21ST. PLYWD. SANG. TO JFV SIZE i LOCATION OF EXIST. WINDOW HEADERS. NAVE STRUCT. ENGINEER RV W. CONC. ADD NEW 4x(A WD. PO..TS FROM GLI To TOP at WINO. 61 DER. ® REVEAL ® CONTROL LIT. NEW 'DRYVIT' EXTERIOR FIN.DVER EXIST. PLYWOOD SHT'G. (NEW 'STUCCO'EXTERIOR FINISH HALF SIZE OVER EXIST. PLYWD.81c BELOW) KEENE 66X CASING BD. OR SIM. 51 V IT' SYS. CO SYS. ow) YB x 13%2 GL YB x13' /2 KEENE #4O - REVEAL UT N Hoalz. TO. REVEAL 112 CAUAAC JOINT TYPICAL. N C. SECTION 2 14 "=F(1LANT J7.. -9 - p, FYIST_ P-. -- 11 - SHT.E 'DRYV IT SYS. 'DR (STL SEALANT J B N —EXIST WD.TRIM �V2 " SEALANT JT, Bi 'ST JCCO ' SYS. 12 TRIM DETAIL 3 '(> PVC RW NSpOUr Yfl6+iRIN E BARU RANTER OPTION CON TRACTOR 10 PRICE REMOVAL OF EXISTING KAWNI F R STYLE G T EXT ERIOH DOOR PULL AND REPLACEMENT WITH KAWNEER STYLE U PULL, 126 I IGHT BRONZE DRYV IT SYS (STUCCO BELOW) SEALANT JOINT 1 x 2 TRIO. WD. TRIM EXISTING $ - 0 " WALL/ PARTITION REF MFGR COLOR TO MATCH AREA P -1 PARKER PAINT 8271W PALACIO PERIMETER WALLS OF BUILDINGS WHERE NEw'DRYV:T oCC'JRS STORE FRONT WALLS MOOG 8 STUCCO, INCLUDING F000 COURT N /ALES PYLON SIGN BASES P - PARKER PAINT 8293M CLOVE DUST ARCADE CEILING SPANDRELS jDRYVIT PORTIONS ONLY SEE P.3 FOR WOOD PANELS, FENCE AT REAR OF FOOD COURT NORTH 8 SOUTH WALLS BEYOND NEW STUCCO AREAS (SHINGLES 8 SHEATHING WEST OF STUCCO AND ENTIRE WEST (REAR, ELEV4�ION LEIS) OF PROJECT INCLUDING UTILTY AND TENANT REAP. - I DOORS AND FRAMES P -4 FR AZEE 7804D CLAY ULM HORIZONTAL ARCADE W000 BEAMS/BRACKETS SPANNING BETWEEN 4RCADE AND BUILDING FPSCIA P - 3 PARKER PAINT 80650 AOUACOGIC g :T CCENT CIRCU AL LA RS Iry NEW ORI'V AEIp FLASHING ECESSE ray '11 T" LIC "T - R „C 10 N R F O' S ]T•N,CTU, P S 'RAZ!_ • 4^ "E P'A"T BEAMS SUPPORTING NEW FOOD COURT CANOPY HANDRAIL AT NORTH SERVICE DRIVEWAY AT PIER ONE IMPORTS SIDE ENTRY DOOR. SPANDRELS (WOOD ON ARCADE SID, ONLY, PARAPET FLASHING LENS FRAMES ON NEVI BEGA'US LIGHT FIX,PES ON EXTERIOR FACES OF ALL "FOOT WIDE ST'.;000 cuLUMNS DESIGNATES OLD FRAZEE COLOR SYSTEM NUMBER/NAME ALL OTHER COLORS ARE FROM NEW COLOR 5,457,1 PAINT CONTRACTOR TO SUBMIT THREE (3) SETS OF +" x - ■MINI PAINT SAMPLES TO DEN FOR APPROVAL. TWO APPROVED SETS WILL BE RETURNED (1 SET FOR PAINTING CONTRACTOR 1 .SET FOR GENERAL CONTRACTOR, . 5CHED'JLE 30 PVC, 3 "4' TUNA - SaOUT TIGiTO NE. TO STORM SYS, (WEST SIDE OF BUILDING) 1 /4x2 WD TRIM uo nn e T. AA l se: 4:7 (T. COPING i Bi Low i ii ss ..n FO EXIST. PLYW FIMGE DETAIL < EXIST EXTERIOR PLYWOOD FINISH TO REMAIN - REPAINT (E.O. EXIST. PARTITION WINDOW SY5.00PP SIDE) NEW CANOPY FOR FOOD COURT: PLAN FOOD COURT EXISTING 8 FT HIGH PARTITION TO REMAIN PANTING AREA TO REMAIN 1 SKYLIGHT SYSTEM AS MFGR BY CRYSTAL ITE INC. WITH 12 PYRAMID SHAPED TRANSLUCENT WHITE ACRYLIC DOMES AND FRAMING WITH INTEGRAL GUTTERS. 5' /B X T I ealses as JUNE IDO> I TOP HALL G.L.B. REMOVE EXIST PLYWD. SWIG. 4 INSTALL NEW 3-2x4, COLUMNS IN EXIST. WALL TO EXTEND FROM NEW GLB To TOP OF FOUNDATION WALL. RESHEATH EXTERIOR WALL, (4xo COLU MNS To EXIST HEADER @ WINDOW cos.) ° QLWIOILA JUL 10 195) PERMIT CENTER 1 JOB NO WA-0847 5.1096 AS NOTED SNE, NC 4 OF 6 CNN\ SPECIFICATIONS SECTION 0400 WOOD FRANI. REFERENCE AND RELATED DOCUMENTS: MIT PROVISIONS, UNIFORM BUILDING CODE LATES EDITION CHAPTER 23, GENERAL n0 ? ES. GENERAL STRUCTURAL CrF *Ca I IONS, CONS I PLANS, _ONTRAL OR NARK ORDER. 1. ALL MA TERIP4S SHALL BE SUPPLIED BV THE GENERAL CONTRACTOR. 2. ALL WOOD FRAMING DETAILS NOT SHOWN T- IFAWISE SHALL BE CONSTRUCTED TO THE MI` ImUM STANAAPDS OF THE UNIFORM BUILDING CODE- S MINIMUM WAILING REQUIREMENTS: MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 23 THE UNIFORM BUILDING CODE- B. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG Ni MBERS OF CONNECTORS MANUFACTURED BY: P. H. BOWMAN CO., OE_ 4625 UNION BAY RACE NE- SEATTLE, WA- 98105 PHONE: 6061 525 -1100 EQUIVALENT DEVICES BY OTHER MANUFAFTUR- ERS MAY BE SUBSTITUTED PROVIDED THEY HAVE LC-BA APPROVAL FOR EQUAL LOAD CAPACITIES. 7. INDIVIDUAL MISERS OF BUILT OF RESTS AND BEAMS SHALL EACH BE ATTACHED WITH 1,1 V.C. SINKERS AT 1, 0-C- STA.ERED- 12. NAILING PLYWOOD SHEAR PAL I S: PLYWOOD SNEATNIN6 SAIL BE 1/, COX NAILED USING 1941 SINGERS 4• OS- AT PERIMETER, 8" O-C- IN FIELD - WHERE POSSIBLE, SHEATHING SHALL OVERLAP INTO FLOOR. JOISTS TO TIE WALLS AND FLOORS ' METRE, SECTION 1500 PAINTING REFERENCE AND RELATED DOCUMENTS: PERMIT PROVISIONS, UNIFORM BUILDING CODE LATEST EDITION, GENERAL NOTES, GENERAL ST SPECIFICATIONS, CONSTRUCTION PLNS, CONTRACT OR WORk pRDER- L ALL MATERIALS SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 2. WORKMANSHIP SHALL RE TO INDUSTRY STANDARD, CLEAN REASONABLE OF AND DISPOSAL V SUBCO pF NTRAC REFUSE TOR., SHALL BE PERFORMED H THE 3° SAMPLES OF BRAD AND COLOR SHALL BE SUBMITTED AL. TO THE GENERAL CONTRACTOR FOR APPROV S EXTERIOR PAINT/STA MATERIAL AND AFRICATiON AS DETAILED ON PLANS- - EXIST. 2XCo EXTERIOR GALV. FLASHING \ CONT ALUM.GUTTER W /W.P. / SEALANT JOINT ` MECH.F ENEcRS NOTCHED GLB (3) 2x4 EDGE MEMBER PROVIDE 2-COATS OF ELASTOMERIC FINISH ON SLOPED SURFACE—, SLOPED EDGE Y4"m LAG SCREW CONNECTION -- 204 @ 10"O.C. W/ lc:, 4 x 'DRYVIT 5Y5. W/ 1 E.P5-INSUL.ON YR "CDX PLYWOOD WO. FURRING. - A EXIST. '/2 " CDX PLYWD SHT' DETAIL SKYLIGHT DETAIL 3 " =1 -O 2x4 BLOCK BETWEEN VERT. 2x4 @ 16 "o.C. MATERIALS Aluminum tubular system shall be 6063 -T5 alloy of sufficient thickness to meet loading and FABRICATED SKYLIGI.IT deflections requirements 10/ INTEGRAL GUTTER Aluminum flashing shah W 0631n thickness and in finish match, other components RECEIVE EDGE OF BM. Aluminum shall be anotlizetl or paintetl Ito be specihetl by architect) FDR GUTTER /FAS R5. Ali ..:tenets shall se aluminum or stainless steel Exposed fasteners shall be hr.. hr.. tp penmeter TO.GLU'LA.M BM, Structural rafters , and puffins shall be c druded aluminum vnth integral condensation system to drain to curbs and then to exterior by weeP.Ins All clamping fasteners to be stainless steel 1/4 x 20 screws All welds to be accomplish. at factory using the TIG process wRh filler metal of ER 5356 GLAZING Color to be selected by architect Insulated unM1S to be tempered outer lite over laminated inner life. Thickness designed for load and local code requrements 4 Gasket system shall be continuous. closed -cell foam tape (thickness spec.. by manufacturer) Al! se;.:anis to be one -pan silicone All curbs to be constructed by others and shall have structural in.,/ to accept loads as may be GLUIILAM BM. FRAMED exenetl INTO EXIST. WALL LOAD REQUIREMENTS SkylAes shall be designed to support 25 pounds Per square tool live loan and 30 pounds per square / � ' DRYVIT5V5 . W /TOP toot wind load I COPING FLASHING- WARRANTY SEEM All CrystaLite Skyliles are warranted against manufacturers d000 fora period of five years from dale Of purchase. Wanramy replacement unas will be remanufactured in the same size and description RIM. as place the riginal un u it. Warrantnrt onry Wy artanly time pencil does no wil t l i re nc mai lud n in removal ettecl of t tl m e the orifecuve unB or Installation of r eginal date of order. Warranty orders MI be chargeable it g1 ems, a the proper credo will be given upon retu1 and inspection of Original Wm. Y : 4x10 BM. 51MP NUCTF HANGER LATERAL STRUT (@ CENTER OF PARAPET FEATVRE)L 3x 3 x 1 /4 1 W./ I /4" END f2. @ TOP COND. (GRID 11) xE RETAIL 3 5 FOR TYP, NOTES (51-11 1 -11 SIDING OVER \ \\ 15 #FELT ON I /2' CDX PLYWD \\ LATERAL STRUT BEYOND F>K I`,TItiG CONSTR�I CTIDN� QUALIFICATIONS The skylites shall 0 CrystaLite skylite systems of aluminum tubular design 0 manufactured by CrystaLne. Inc., 3307 Cedar Street Suite B. Everett. Washington 90201 Skylites shall S the sae and shape as shown on architectural drawings 3 /8 LACE SCKE'N ANCHOR G I -4 "OC. THRU TO FRAMING - o MN. 3' DEPTH PITCH PAN SEE DETS, SHT.5 C -- TO.PARAPET K1 BEYOND 20 GA FLASHING 2x4 W% lod @ 1rn"o.C. 'DRYVIT SY5. W/ ILL" E.P5.IN5'JL. ON i /Z "CDX FLOOD. WD. FURRING j SCALE d I D E T A I L • 20 : LV STL.: jL15�,1!.l (� ?AINT ? (BEYOND) (NO FLASHING @ 51 M. COND.) 20 GALV. STL. FLASHING /WALL BEYOND @SIM. COND. NN pet, O W -d =TIT 3b � (ONt7 W/ 'DRYVIT' FINISH ENDS TO G4 /AI.V STL FLASHING- PAINT F -3 —2x4 FRAMING @ 1(o "0.C. W / %z PLYWD. 5NEATHING /'DRYVITI FINISH FRONT SIDE. (2)DDUBLE 2x4 TOP FL EDGE MEMBER - NORM. (3)2x4 O SLOPED EDGES. � LATERAL STRUT - STL. (ASTM A36) L 3 X 3 x 1 /4" @ 4 5 ° ANGLE - PRIME # PAINT P -1. W /4 "x 9"x'/4" END PLATES BOLTED TO EDGE MEMBERS W /(2)V dp x5 " THRE - BOLTS S-NGr CONSTRUCTION SO ST,ND 2x5 C' G4' DC. RGb / FRAMING EXISTING 4x14 GL.B. PURLING @ 10-05OC: — END FE 4 "x 9'x'/4" W/(2) /D') x 7 " BOLT THROUGH NEW 4x22, BLOCKING. NEW 4x5 BLOCKING BETWEEN E X I ST. 2 la FRAMING.USE 0U540 MET /' HANGER CONN. _ a /4 SCALE / I,, EXIST TOWER SUPPORT PORTION OF 014 x2(2 COL. REMQYED - -- —B T.O. PARAPET EXISTING 014x2!2 LOLLIMN CONT NOVS 204 II L d �o EOU T. SHEYTHINC.T NAIL Sd PARAPET 4 BOUNDARIES 3/4,"REVEAL SEE DETAIL- 1211 2x4 (2)0 @ 16 "O 2x4 BLOCKG. BETWEEN 10 .0.C. VERT 2x4 'S CONnNJ04 2.x4 APPROXIMATE LINE OF EXISTING FASCIA REMOVE EXISTING SHINGLE SIDING FROM GROUND uP. NEW 'DRY V IT' SYS. AND- RM. FURRING OVER EXISTING PLYWOOD SHEATHING REPLACE ROTTED SHEATHING AS REQUIRED (PROV'DE - 1" E.PS.INSULATION TYP. FOR BM.COND) ARCADE 'COLUMN' vw'DRYV IA SY, OVER EXIST 'G 8 NEW FRAMING 21' -5 'A" cox PLYWOOD SAT'S. DETAIL ARCADE "COLUMN ", SECTION THROUGH FASCIA SPANDREL „ONNE.TION OK.R C CSIND RELOCATED W12x Azt EXIST/RELOCATED Zx R_ FASTENED TO STRUGT. NEW FLASHING To ALIGN 4 /PARAPET , CLASPING DET. 1/5 (20 GA. GALV. SHT, sIET - RELOCATED 412 o IRK EM CONNECTION TO MATCH, Ex ISrING GOND, 0 ,4 x TG CEXiSTING) Co- BEYOND - INSIDE CORNER 3 /4" CONTROL. JT,TYP C.-- OPENING 15E 'DRYVIT'SYS. W /1Y2 P5 INSUL. BOARD l /z" DRIP REVEAL HOAR, SOFFI Co0D, DETAIL ' LE DETAIL MODIFIED PARAPET SUPPORT (BEAM CONDITION) SCAz° = 1' - 0' CENTER PLACE IDENTITY SIGN STRUC, I RE, TOP OF BUILDING POSITION HORIZONTAL REVEAL JOINT SO AS, ALIGN WITH TOP EDGE OF NEW 20 GA. MET. FLASHING 'LOWER EDGECONTROL JOINT SIM 1 i a /4 " REVEAL VT. -SEE EXISTING DEL 2' X 10' 11/4x 1 5l OE 4 0.0 A soo _s 5'0.0 ------ GAL STRUCTURE (SE NOTE IN SECT10 3 /4" REVEAL LIT . FOR OTHER TYR NOTES - SEE DETAIL SCALE 30 BEVELED OPENING OF JIUFJJ % AM 2'- 9" ABOVE T.O. SLOG, PARAPET PROV CE 2.- C.7475 OF DRY VIT'__ ar_TOMERIC FINISH C ALL SLOPED SURFACE5 - - \ : - 5 i Y O .I 'IR 208 BETWEEN VERT. 2x4'5 e 15'G D. W/ (z)lrod @ EA. EXIST. STREET. SUPPORT VERT. 2x4 10"0.C. (2)14,1 NAIL@ 112, "0.C. 'DRYV IT'SYS. W /1 /Z E.P.S. INSUL. (OVER '/2 CDX PLYWOOD 5OIT'G) 2 x4 WD. STUD W/ (2)16A @I/'O.C. @ EXIST STREET. GLEEVC RcLG = Par,- ' v=R _ WD, CANT ST'RiP 4 GALV. FLASH NG BUILDING FASCIA Wf'DRYVIT' - OVER NEW FURRING FRAMING OVER EXISTING PLYWOOD SHEATHING REMOVE EXISTING SHINGLE 2x2L SIDING AND REPLACE ROTTED SHEATHING AS REOUIREO- SODS, PARAPET 2,4 FRAMING (2)1Codp IS'Sc) K z n RE, 2 =7X = ▪ 5 Vt1 5- 2 x4 BLOCK'G. F - BETWEEN Wo.C. VERT 2x4'5 E.I.F.S.( "DRYVIT° MFR.)SYSTEM W/ 11/2" E.P .INSULATION (u.O.N.) INTEGRAL COLOR W/"DRYVIT SYS." - (RAT I TO MATCH SPECIFIED PAINT COLORS — gyp (RAT TY PICA,_ NIORM:AIAO FOAM IN CT EXISTING TENANT SIGNS RELOCATED. SEE_ APPROXIMATE LINE OF EXISTING FASCIA. �E, 0� JOUR 20 0 G - 7-i - TA ,NT 1 (3)2x4 EDGE MEMBER''_ 00 EDGE`) EXIST -515 Co, STRUCTI 0 05 YJING NA_L_ 4 _A E2AL STRUT 5•YO5D - SEE SET -9, FOR LOCATION \ 0 5S ERAL 57ocT- OEG OCT =, \ 5n -. 5 PoR - E5, , \ \ 1 /4` END I >_ -> \ oo NU 05 �2iP J ± 1'- 5 RENIOOR <7SE,NG-- PROVIDE 04.r4Lv,OpT oT FLASHING / ?IT PAN SOLDER ALL. CORNER D JOINTS. - - FOR NEW 3LOCE,NG GUNN. DET. -SEE 3 /301S SCALE NEW FLASHING 70 SPAN BOTH EXISTING PARAPET AND NEW FURRED -OUT CONSTRUCTION (2A GA. WNW. SHT. MET,) NEW 204 BETWEEN PURLINS W/ SIMPSON LU524 EX ISTING / CONSTRUCTION EXISTING PARAPET SLIP—tOIET SYSTEM @ COLUMN' TO REMAIN. NEW 2x4 STRUT @ 32 "O.C.TYP. i/2 " CA ULK J01NT CITY OF T'UKW'ILA APPROVED JUL 1 0 1117 A SIMP. L50 a i., ; N - -.. STEELACCESS PANEL FOR INSTALLING ANp SERVICI ILLUMINATED TENANT SIGN S MIN. 14 GA. STEEL PANEL MTD. ON 16 GA. STEEL FRAME. CONCEALED SPRING HINGES SCREWDRIVER OPERATED CAM LAT FACTORY RUST INHIBITIVE PRIME FINISH. FIELD PAINT TO MATCH CEILING. MRGR: BAR -CO (TEL 205/347- 9451)OR EQUAL. 24".24 "5Q. @ 19 LOCATIONS TO BE COORDINATED BETWEEN CONTRACTOR. SIGN INSTALLER (PROVIDE AD. BLOCKING A5 REQUIRED FO' ; - - -: TAL) F RRE INK R, �l l enses Oa AWE 1997 j NOTE: CONTRACTOR TO HAVE STRUCTURAL ENGINEER (DON NELSON - PACIFIC ENGINEERING TECHNOLOGIES INC.) REVIEW EXISTING REGITTEREll ROOF FRAMING CONDITIONS ONCE FRAMING HAS BEEN • EXPOSED PRIOR TO COMMENCING NEW CONSTRUCTION WO]1! P 1 - •i OF rt EO rAERT7 CITY O U �i;.1 1 i it F q q. U _ M CENTEG DETAIL PARAPET WALL BUILD -UP - BETWEEN ARCADE "COLUMNS" "S 7 2 0' � 1 / ' DO NOT SCALE DRAWINGS i w I z 0 V //' LL 0 �� Vi w 0 LLI I- w U i PAINTING: PART 1 - GENERAL 101 WORK LNCLL A. PAPlTED WOOD B PAINTED PaCTAL L _ F K[t \ tit C� A A r Sea rtcauon Manual for Panting, Walkovers,. and Gypsum 1A ilhoa. r AS I.Late t edition published by Specification Services, P t1 B. x o.i"h- Fed..._'. Way, WA 9800 phone ,2061941 SS24 1 53 QUALM.' ASSLR.A.NCE A. Unless other+ire specified.. work shall conform to - Premium - grade oLL.odards for materials and work required in A.SM. H Visual Standards Each distinct area of the finished work shall be fro` of xanations in CPI, and Shun. Orange peel TIM. , dust. deer Sags, peeling, checlting cracking, scratches arty contaramants. l lU DEFCCITIONS A. The follow sheens Shall be as listed belea, when tested m accordance n. a 61 degree glass meter. 1 Hat ...an 10 wits Eggshell: 10 to 20 testis _ Salmi: 25 tc 40 trrus Stint-Gloss: 40 to'0 untss Tress: '0units or great,: SLRMTTT.ALS A. Submit three. S -i = utch by 11 Inch samples of each f ssh In accordance w::h Section 01640 I.06 DELIVER. STORAGE AND HANDLE, A. Derive: paint materials in sealed onpmai labeled Containers bear, manufacturers name. type of paint brand name, solids content color designation and instructions for mixm_e and/or reducing. B Provide admune storage facilities. Store pamt materials at muumum amhient temperatures of 45 degrees F. m well emulated area. C. Take precaution, measures to present fire hazards and spontaneous .Ombustions. 1.07 PROTECTION A. Adsluatels pros.; other surfaces from paint and damages- Repair damages as a result of iaadrquate or uruuir_ble protection - 1.08 W ARR -AN,' PART 2 - PRODUCTS Prrxide Owner with 1 year what° warranty for labor and materials that paints and coatings will not nick_ peel, run, streak. loose hiding or clean -ability qualities. fade, chalk- blister, discolor. or change sheen under normal anticipated usage and climatic conditions. 2.01 MANUFACTURERS A. Unless otheraise specified, all work herein shall conform to "Premium Grade standards for materials and work required in ASH. B. Refer to Finish Schedule on drawings for products and color. PART 3 - EXECUTION 3.01 PREPARATION OF SURFACE A. Thoroughly clan all surfaces to be painted as recommended by product mameacturer. 3 -02 APPLICATIONS A. Comply with requirements of ASH. B. .Alan - pply number of = speck nd specified a scheduled to provide acceprable hiding. sheen, and cability regtriremena. 3.03 PAINT SYSTEMS Wood painted at site. I. System. EXTERIOR ACRYLIC LATEX FINISH . - Custom Grade Eggshell sheen. 'OVER ALL' SYSTEM - PARKER PAINT MFR. 2. PRIMER COAT: 'OVER ALL'SYSTEM , tint to 1/2 the finish shade. PRODUCT: 450 FIRST COAT OR APPROVED EQUAL B. FINISH COATS: 'OVER ALL" SYS. SATIN EGGSHELL ACRYLIC LATEX B. PAINTED METAL 1- SYSTEM: 'OVER ALL' SYS.- PARKER PAINT MFR. EXTERIOR ACRYLIC LATEX . SEMI -GLOSS SHEEN. 2. GALVANIZED SHEET METAL PRIMER COAT: PRODUCT. DERUSTO 'GALV -A -GRIP` MODIFED ALKYD RESIN a. FLASH COATS: "OA'. ALL` ACRYLIC LATEX - SEMI -GLOSS FINISH. 304 CIFANLP A. As the work proceeds and on completion A the work, promptly remove all sealers, primers, paints and finishes where smiled. splashed or splattered in a mariner not to damage the surface from which it is removed B. Remove masking. C. Oean. or replace with new, all lamps and electrical fixtures damaged by overspray; replace with new identical components RI lighting fixture louvers and reflectors damaged by overspray. ENT/ OF SECTION E.I.F.S. ( EXTERIOR INSULATION & FINISH SYSTEM ) WITH ACRYLIC, INTEGRAL -COLOR FINISH a D! tINl lltx \x PMR dyer 31311 111 svR IP1hrN in NI BMIFTAI. A Suhnnr one _ on the proleci rat, ill AI IIA' SSSIRANCF I3, STORMiE A Deliser all mar�rmis ih anal unopened packag with labels inracr B Start all mamrmis prurccted Irom ,s eauher and at remperanares not less than JO F tJ CI 108 1013 CONDITIONS Ambient a r Tier u e shall be JO I IJ CI or mr n t the time of insfllation of the Dn n Sys m cord shall remain at JO F td C 1 u greaand ter Tor at a Izass 'J hours after I Ov Al IL. TES AND AI_I. 0, ANCES 110 1,1111D II ARRAS]) 1 '. MAP IINANx1 The Dm, tem shall be approved a In 6 0 Research Commine Aslxt F. M B. CONTRACTOR WARRENTY- SEE SECTION 4.00 PAR 1 II PRODUCT, 'n1 tit%I RA1 xlar,_ riff \kern SW. Seattle. Nashinpon 98106 B Pe�ina no suh,r0u :ion. of or add0 nsnv nf. uth� Devi m _�_ ktlxlD SNl xlv the field -Applied Pli Dnv it I I . - h c IIN sfnk tie Throveh crosslink n, a imam h,n entree (.n ems me rnrxn from an Dn a solar n hoard "ith lamina err all locations Separsued ri re FuOdng ^. a ihcrmal bonier has ing at least a IS -m mutt finish m ie less than b' in I' d L_JO gmdt ammo shall be t appro t ved b� Dnsn xpmsmn 1pinry ai panel lo.nr- solid :a.sn n ) rand ss acre 1 i0 feet deep b_. 10 re reed smhhvhes a minimum qualirs standard ohm substitutions of - unspecified products. biddzr shall submit written reque� hid dale Requests received after rhau time v. ill nor be cc or m ate, last tDS204,asing intormanon regarding cleaning. upkeep and ralm,,IIiR Dn it Our='I". _ 03 M1II \ING AND PREPARATION material is homogeneous PART III LAMA TION 3 OI INSPECTION A E. h uhstrme D 3 0: INSTALLATION 3 03 CUI.AN-UP A pnmus Adhes and Genesis Mixture Follow manufacturer's recommendations on publ flans DSJIJ er r DSJI] B Op flex Follow m nufaetrer's recommendation on publication DS430 I Note different cement ratio between Primus or Genesis mixtures and the Opt, 1 Notched Trowel. Apply to the entire back surface of the insulation board with a rounded U- notched trowel to produce ribbons of Primus a minimum of 1 J inch wide bs 3 8 inch deep even I I '_ inches I Apple the Dnilex mixture to the substrate using a stainless steel trowel at a thickness of 1 g' or greater Place the trowel on the wet surface of the Dnflex and pull awa3 to produce a stippled Immedmrcly press the insulation board to the surface of the wall Dn n Insular n Board ORSCt Dn rnsulatton Board pints offset with respect to substrate pints using h work until d screpanc es or u 4.00 CONTRACTOR WARRANTY m bstm and mo s ,T,T t . Ta and o bond nhf ` e ke surla;< Bpi by n� Dryv unsuletivn Boards �urface Finish I Apply Davit DPR - PMR M1ledallion Finish using manufacturers recommendations and T exanre em tsh ns ac continuous i operaton without :old joints m scaffolding lines Remm no finish into any sealoApply a coat of Color Prime or Demand,: oser base coat in the joint. 4, ACRYUC DRYVIT FINISH COLOR TO MATCH 'PARKER PAINT SPECIFIED. FINISH TO BE 'SANDBLAST' TEXTURE. Ramose all material from job site left over from system's application. 'DRYVIT SYSTEM SUB- CONTRACTOR (E.I.F.S. INSTALLER) SHALL MEET THE FOLLOWING CRITERIA; I. CONTRACTOR TO BE RECOGNIZED AS AN E.I.F.S. INSTALLER BY THE NORTHWEST WALL AND CEILING BUREAU (N.W.C.B. I. 2. CONTRACTOR TO HAVE COMPLETED A MINIMUM OF TEN(10) PROJECTS OF SIMILAR SCOPE WITHIN THE LAST TWELVE MONTH PERIOD (i,e, 6,000 -8,000 SOFT. MIN. E.I.F.S.INSTALLED). 3. CONTRACTOR TO PROVIDE OWNER WITH A FIVE YEAR LIMITED WARRANTY FOR WORKMANSHIP ON E.I.F.S. INSTALLATION. END OF SECTION GENERAL NOTE: ITEMS SPECIFIED ABOVE - APPROVED EQUALS THAT MEET OR EXCEED ITEMS SPECIFIED MAY BE SUBMITTED TO ARCHITECT FOR REVIEW. SUBMIT STANDARD SUBSTITUTION REQUEST FORM. ( SPECIFIED 'DRYVIT E.I.F.S. SYS. NOT SUBJECT TO SUBSTITUTION). C mastic¢ (PM, Finish Stir until Ili the c ct doe and disc Do not repro torn wemrex�a PORTLAND CEMENT PLASTER WITH ACRYLIC, INTEGRAL FINISH PART I GENERAI. 101 SECTION INCLUDES A. 10: RELATED SECTIONS A. 0]x10 Sheet Metal Flashing and Tnm 102 DEFINITIONS A DPR Dm Pickup Raisrant Amlic Fmuh An ¢esthetic fmuh by Dryvrt. ode mere durable by clmuumlb ativatN mvlavlw chmB< called crsslmkmg, (vrmmg sough ousa smfnxz whmb c0an fy fields Ne finish feat din. • PMR Proven Mildew Aesisxna A lon taxin not i - mlublc mrldewndal g ms, that e malty m both mildew and fw an additional m o(m DPR f :sh 1 03 DESIGN REQUIREMENTS A of submwe and/or bases to rseiv e amern plaser appl ahali be in acrmdance C ement - a CI06t Stand S C92 on Ir Spec t f ir Futon for C ®ent.Bmed Planer. Semen AST.. C926. Standard ants Bases to Receive : Portland Cement-Rased of Pmumd CvmmN Plover , Salton 9. Requirements (a Bass fa Cement-Rased Plaz t B I Oa STANDARDS A wodrmanshrp and msmllanm •Call conform to the Northwm 'sVall R Ceiling Bureau aadrm Apply tmoo�o( Pmlmd Cemrnt -Bated Platen �� th ASTM Stmdvd Spmfianon C926. 8 Installation of cement planer must meet code requuements or ocher governing codes I Ox SUBMITTAL The apphcwm/co= shall pare and h e7Ii :o *apply fsmsh simles Fmuh work shell oat proceed uodl the sample rep f isb less been m:ew. and appmvN fm p taxtwc and mlm 106 QUALIFICATIONS A ‘tppl t, ontsntt roux be Immsed m registered to do business m a contractor m accordance ffhh or local rwssdiavasu B The applicatoommewm must employ aualoSed IaNmg and plastering treat personnel (merhmr- ia) 109 MAINTENANCE A Applicator will leave the building owner a maintenance kit consisting of one sealed gallon of the Dryvn ARE PART II PRODUCTS 2.01 LATH 1 07 JOB CONDITIONS pppp A ro froun surtam or s urface con tainin g fros Do o p ryspiy cemvr paner temperer¢ ns leav then i3 de F B Hot Weather PMCmt cement planer from woven and excarsswe eyaporenon durin bar, d wordy we ather b coveno mess with a vapor bans mdm mow curum¢ Sec ASTM. 0926 C Temperance. Fm the acrylic ( deli the ambient an tanpermure shell be 90 degrees F m greats end rump at the note outside weather prevent such application. and remorse so for ri lean Za hums thereafter. If ker mn p wall such ure ththen covering and spec hewing may utilized M m order m comply ith these regwr ®mts. D. Pxipirauon, Protect surfaces, particularly acrylic finish. surface, from rein, front. fog or ether msrsture during the curing /setting penod. Ensure flan the finish is fully set poor to allowing surface modems¢ to reach the finish. 108 ALTERNATES AND ALLOWANCES. A The specifmcd manufactured products cmblish minimum quality standards that substitutes must get To obtain acceptance of unspecified products. bidder shall submit substi tamp requests m least ten (10) working drys before bid dare. Request received after that tune wall not be cmu,dered. 2 03 FIBER: 205 MIXES A • The applirnorcontractm must have 6se )ears doamm. nperrmce m cement P lana wort T end M remmummd. by the NvMwesc Wilt and Cciimg Bumxu Thc type and firation apprth is ,,etmninN by the style of mnwruction. If the frowning assembly con cant of of solid bac. ovedla eonstrmiom it requues ulf- furring lash ova IaN� till x t moot¢ Grade D budding ppmr, open frame conxraion requmra papa - backed AII exterior lath matmel shall be galvanized. Lath weighn fm mawnwn spacing u( upports: ASTM C -1063, Table 2. 1. Expanded marl lath woven woe lath Welded wise lath 202 ACCESSORIES: A Shape wed configurations to be sib end dimenn. alwnon. a requu. for plaster thickness All aumssnnes art tv be rate, noc alloymum A Con -Trot: a I2' 100°o pure vitguv nylon -b f lammhad fiber bundles Thc fibm shell lave excellent alkali resu[Mce, as mmufa' S by Nycan, lac aid tlrmrbi by Searle wall $veterans: ag35 Wew Nlwgrmsl Wey S W, Settle 98106. Ind - ) 9)I Vi33. 2 O CEMENITTTOUS MATERIALS. Portland cement - ASTM CI50, Type I m 11 Masonry cement ASTM C91 Lime - hysGated � ASTM C2o6 Sand - clean. suitable for plaster cement work Water - clean clear and Gee from substances harmful to cement Pumping additives I Au enlniving agents Water reducers Winter admixtures Optional vexes A, B or ASTM 09les ov propvni. 1 Bau coat (scratch &brown) 26 p by vol Portland cement 6 1 Masonry cemms S • Ssmd d 1 pakw (abum 5 ounces m approximatel 10,000.(100 fibers P er packs) CON dry U2" n monoBlamrnt fitsm per sack oC Portland cement Add to dry mu. pumping admix Option Base coat (scratch A brown) proportions by volume Portland cement 112 to 3/4 lime 3 4smd d 1 packet (about 5 ounces m appmxm l fibers per pac CON -TROL V2 nyWn 6 movoFlwnms fib . ers per sack of Porciana cement Add to dry mix. e Pumping admix Mechanically mix cementitious, aggregate and fiber materials for the osuummn of 4 Keep water to a muumuu la mu. Use only enough for necessary cvnswenn 2 06 FINISHES A Dbaud ryvn f ash Color Prime: a water based pigmented acrylic primer, color coordinated w:th the acrolic I. °dote with one part potable water to two parts color Prune B Dryrit DPR Fins, Shall be a factory rnued warm baN m wat avbc polymer mg with mteyzl for and texture. Water vapor nansmuxon (ASTM E-96 shall be I5 perms or grew - 1 gong Rem M G'.17 Accelerated G 23 Amcicwcd Wmhmng, 15.000 hours avfsroahnwe aging Ten ear ) b Chink Rating (ASTM Dr214) o(8 or grater Ycllo gg Ltd. (ATM D 19251 A 'I .0 m Ian sack Roils yfAS litiry) Flnibl ry (ASTM 0-522-88) Z' dowel at 70 deem and 4 dowel at Al degrees Rooftop Cleml Index (vr Pit up Aesistaneel ASTM D3] I9 -8"1, (I Z months) wmtb rerun¢ index of 92 or borer • Organ PMR Medallion Sams M mm, added to finish. PART III EXECUTION 301 EXAMINATION D. ACRYLIC DRYVIT FINISH COLOR TO MATCH 'PARKER' PAINT SPECIFIED. FINISH TO BE 'SANDBLAST' TEXTURE. A. Examine construction. grounds and accessories to ensure that f rsh plaster surfaces wail he true to Ire, level and plumb by uniformly nodding surface 302 PREPARATION e Artacb building Dapw. lath and auessares m acevrdwua wroth ASTM Spm ficwiun Ssmrdard C1063. Iwe!!mom of Lathing and F rang for : vrtlamd Cemms.Bas. Planer 3.03 CEMENT PLASTER. SPECIFICATIONS A Nommnl plaster thicknesses 1 Fust coat =l ^ Smand mar = 1 /4' Fire Rated System Second coat = i'8' or t ^_- a Mtuwm® total !caress of base coats shell be 34 except to Can or b Base rats total Nmkness to au'veve Fire Rated cysts :s. shall be T -g to I as rMunsd Apple first Ismtch, cow to completely embed lath Goss rake m prmode kc, for brown coat Apply second IhnnmI coat wnh sufficient pressure to ensure right contact ATM scratch coat Rod and dmby surface to a true and elm plane Use Shingle Flow to aovrde dmnficanon and Oviform surface to ',seise the flush coat. Fill surface defects to ensure a we plane and conswmt surface. D Cure base coat T - 14 days before applying finish coat per ASTM C926. a v 304 ACRYLIC FINISH A Apply Color Prime to the Mown coat at least four (41 hour pnm to apphcwmv of the airs, Emit cow Apply the Dryvn aryltc finish coal continuously and m one overman to the mere wall surface or panel area Awn edge shall he mwatained so that she fin. will not be allowed to set up in a distinct area Suffiment manpower, scaffolding and equipment. shall be employ. to ensure a r inteuoend a uniform appearance I ns A litanon of eery. fuuah [o a tot sou -expos. wall. Shade wherever possible owl by wetting down the wall to pre,. coo -quick somas of the knish and or tmm, what Roared 3 05 CLEANING • Cleao the wo area and Te ma -, oil debns liven the m upov the completion of Ne work Am ad surtazes shall tr cleaned of cemev[itiotu e or f h matmals END OF SECTION Clay Of PJn3,lU RESOYED JUL i o I5.7 0 i • i REVISIONS 4 -29 -97 ISSUED FOR PERMIT TITLE 1 6 OF 6 If cD • SPECIFICATIONS 4 I 961 9.5. 90 SHEET ko Ii s c\id flb" t \ v '; <, 4 s , G 4 " - --' — - -- % � 1 1, A leM t7.4 ! h" 6' G a_! )! ' 1 6 � G^fi g �I�Z9" a ti V �J ( O < —� — � 5 M i' CAC l el . r -F is , 6i�/+n✓ � h d 'I es'a°"- i . ^D 0 w i j N. ■ 311' N•RtH 9;7' d..rr 1 E{�ST (N -1 4.$rr 3. 394' E' rt "'"Th.'"narPrescriptive requirements alternate braced wall panel: 9.3' 'fir r.e.. ''.__.t -^:. vii• 9‘x7' d..re yr' NL .aft y19 flF. e,r.x.y +1... l+' `.1( .f�a4.. 'F..►I.�... 115'0'• a.cvi. ...'dr , go; t .f e. L21, , r ./.r�... S55 tJ 394' I. Panel shall be sheathed on each face with 3/8 "minimum thickness plywood sheathing nailed with 8d common or galvanized box nails at 6 inches on center at edges, 12 inches on center at intermediate supports, and blocked at all plywood edges. 2. Three foundation anchor bolts shall be placed at one fifth points of sill plate. 3. Panel end stud shall have a te-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 3000 lbs. r /l ik q G ; f ev rx ( x .'11 riA1C r — / —// --, • ar.Yk. s. o.t.r sta., s...10" Y ory /rwnr C. V .s' '22 rt'.tre .#7s. ft.r vet ' 2rr i " e.,9.y 4i: t•' f1 ° 4 ° 3{ wt' E$'" �� N) hAt R3.3 _5 Obt H e I I vew 'or kD rc ( yews t.1 T-1-11- 9 . 8.4 AA1 v t Cki ' T I - I 1 F D ° . kyc( Slawtv., Lb, 5,...1 , ,•,-, lir ■ , , 7- AO I'' 1 ., + .11- ri, Qf -C1.51. ..“...f .. Stk. L I • 2.," rt., 1.utf ?„,..,...„(c.... ri ) i fi hAt R3.3 _5 Obt H e I I vew 'or kD rc ( yews t.1 T-1-11- 9 . 8.4 AA1 v t Cki ' T I - I 1 F is "rg - �L Fed -' 4'a Mµ nAa ,n(, .sip 1 >t3 17-13 ,I vrr E-•Yr- 41,4^ w)N r V -7 c -» (- ) ,o sp \, \ \ \ . \ X (./.1}; J1u10 ( C p.0 + rU z,os }s Z h) ° f l 9 ;CZ. ° • „c,.,- r .h yeas g) r °s r p•�a• J7' 4 can,?. r°Yf7 J.1, ��C ��F"°�/Si Ytl`.l w/ 1 .— II ' (\7,79€ - s LO, °% 4 J ) (.,'yn ° 4 °,81 yy I1;' X I 1`•" J"'4 ? Y.1.iW M /� r.." cbr -ate° � 1°6 r. -4 1c 1 - 1 yfrJ 7 xy , ,s C) ,b7- ,r 7 1 I (r94-) .,h' J 1 bZ '14 — 1 LL 'y",^ hi 311. A- Z 0 ,11) ->d•Is c1IeL,U l/ �J r�ll rgvy aas,d`bo{ k ) •w 1v/11"rX3 , "' r "- LP sa 19 v 9 r (Z) (l�J SJe) -44 >4`>1 / Y j J h - f A\ �sJ - 1,101 -Kn IIIIIIMMILIER III IIIIIMEEME111, III IIIIIIMMIIIIIIIFIll III wo m Ip iiI 11 All ' II ., R 1 E' us ° 14\ N A,