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HomeMy WebLinkAboutPermit 6059 - Foster High School - Modular ClassroomsFOSrER SCHOOL C005° PROPERTY OWNER South Central School District PHONE 244 -2100 ADDRESS 4640 South 144th Street, Seattle, WA ZI P 98168 CONTRACTOR Pacific Mobile Leasing, Inc. _ PHONE 748 -0121 ADDRESS P.O. Box 1404, Chehalis, WA ZIP 98532 WA. ST. CONTRACTOR'S LICENSE PACIFML1504L EXP DATE 10 -28 -90 ARCHITECT Bryant & Associates PHONE 453 -8375 ADDRESS 204 111th Avenue N.E., Bellevue, WA ZIP 98004 TYPE OF CONSTRUCTION: v-N UBC EDITION (year) SETBACKS: N - S - E - W - FIRE PROTECTION' ❑ . rinklers ^. Detectors O N/A UT PERMITS REQUIRED F.1 Yes ❑ No (through - .. .,_ ZONING: R -1 BAR/LAND USE CONDITIONS0Yes ®No ,**I t( -(Jo 3 - 20 - 0 c -14 PLAN CHECK FEE Cb1 (IONS (other than those noted on or attached to permit/plans): ENERGY SURCHARGE OTHER: DESCRIPTION A rg tall BUILDING PERMIT FEE 780.00 507.00 4.50 ca` l (iyj 6835] ONO-- ,**I t( -(Jo 3 - 20 - 0 c -14 PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - 1.291.50 CITY' OF iUKl ILA DopartmErit of Community Development - Building Division 6200 Souttwf n,or Boulovard, Tukwila WA 98188 ; - (206) 41849 U LDEVO PEPER81 MO. DATE ISSUI D: II PROJECT INFORMATIOr e .re. -. PROJECT NAL /TENANY Foster Hi h School ASSESSOR ACCOUNT (' 152304 - 9108 TYPE OF U Now Building Addition Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) Q Other: Modular Buildings DESCRIBE WORK TO BE DONE: COOT COr.1PLIANCE_ USE •) Fcocc4 TOTAL SQUARE FE.T CCC. LOAD_ SQUARE FEET CCC. LOAD SQUARE FRET OCC. LOUD SQUARE FEET / occ. LOAD SQUARE FEET CCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD AP17.107T r`in ISSUANCE LW: I IrCilior C A11111 that I have ready 6.4 enaminecc thin permit and know the same to t two Arri ronee All provisions ui It•v P: if.; orciinances governir thi:r Writ will NI complied with, vihcther specifics 14.min or rirf. 'rill g,antingg of tilt:: i •`,I �tii( 1 Gt Fit pcc iro to give autfociiy S.r vt late or cam ci W16 provi iiGoris of any other (itgio ov i0CF:i laws rec.uttfticj 11■Ert;trocti: Or tht<' ira;orineh.rx: Ort oc: :. I (IV EntllV tc QifJ: for Er otitci5 pernlit. �_tC :Nl�;lUflt r_ ��.� • a2� .1.:`_ ist'-ill \i - I� -lt�.idll�_�: � -_ _ . w � - . - -- - . _ !��.. � n �� _ �__.,_ � . -.. �., _ fie.- �. - -�� : mo - -- ,� �. -- - i1.`. ` tit I'VP, iir' �!licli Ge.�r:aii(' Full Brio? tool It t14; t ,. ik i riot ilrf its is -,(4-' with"?' `I* 61 k kora, the &:,k? 0; i.".$I tri' if t io work is sytil:K,ni- ,(71 til i : r,.ft -1 dice:' for f fal.4 OJ iii 180 !- NriS%F (ht :4 Elie l i Iiis /Joe: IOfi. CFI ", il.',•_3F,TI ..y `-0 Cif C_'t IPPX:' N'o `,' . (0059' 5 - 1 y -90 4640 S 144 St N1A BUILDIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHEC FEES (= f � UI • Set up four modular classrooms (to include ramp and sidewalks). VALU U t 139,597 an PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION BY: (init.) BY: (Init.) PERMIT EXPIRES AMOUNT OWING O t • �� 3RD NOTIFICATION • BY: (init.) PLAN CHECK NUMBER 90 - t-in BUILDING PERMIT APPLICATION TRACKING PROJECT NAME Fo3 I - - --e y tb h Sch ot, SITE ADDRESS SUITE NO. L 1 ID o S I 5t INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PR M BUILDING - initial review KFIRE C PLANNING .l PUBLIC WORKS 0 OTHER t BUILDING - final review 3 - 0( -10 4 - 3 -aa PPRO. -3 -are) (ROUTED) -10 INIT: INIT: f � i to Oil k VW «? l — ct C� INIT: OMME lT CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: ) Sprinklers Detectors ( N/A FIRE DEPT. LETTER DATED: INSPECTOR: ' 5 I v ZONING: f'_ / 3. 747 (BAR/LAND USE CONDITIONS? f Yes (X) No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? (q Yes (J No PUBLIC WORKS LETTER DATED: 5 (0-'40 V1 UBC EDITIOIJyear): 1786 REVIEW COMPLETED SITE ADDRESS SUITE # 4640 So. 144th St. Seattle, WA 98168 VALUE OF CONSTRUCTION - $ 139,597.00 PROJECT NAME/TENANT Fo�k--,:,k -i A,5il 5c_1-lon Convertable Classroom Moedles ASSESSOR ACCOUNT # / S 3 0 11 G / O 8 (commercial) Li Demolition (building) ❑ Other TYPE OF CX) New Building U Addition Li Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: Set -up 4 modular classrooms to include ramp and sidewalks. BUILDING USE (office, warehouse, etc.) Classroom - E -2 NATURE OF BUSINESS: Educational WILL THERE BE A CHANGE IN USE? © No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 3584 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER South Central School District PHONE 244 -2100 ADDRESS 4640 South 144th St. Seattle, WA ZIP 98168 CONTRACTOR Pacific Mobile Leasing, Inc. PHONE 748 -0121 ADDRESS P.O. Box 1404 Chehalis, WA ZIP 98532 WA. ST. CONTRACTOR'S LICENSE # PAC I FML -150 -QL EXP. DATE 10-28-90 ARCHITECT Bryant & Associates PHONE 206/453 -8375 ADDRESS 204 - 111th Ave. NE Bellevue, WA ZIP98004 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE - r6 D. CO PLAN CHECK FEE 3 .00 (o`G 3-e.?o -9O BUILDING SURCHARGE 9 '5o ENERGY SURCHARGE OTHER: TOTAL - I, a ri i . SO CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION M US T BE FILLED OUT COMPLETELY ADDRESS P.O. Box 1404 CONTACT PERSON Richard Haakenson FAX 74$ BUILDII3 PERMIT APPLICATION FEES (for staff use only) I HEREBY CERTIFY;:THAT <I H AVE READ ANi2: EXAMINED THIS APPLICATION AND'KN TRUE; AND: CORRECT,;AND i AM >AUTHORIZED3C(APPLY FOR.THIS PERMIT BUILDING OWNER SIGNATUg OR PRINT NAME - lchdr d Hda censwn AUTHORIZED Pacific Mobile Leasing, Inc. AGENT DATE DATE APPLICATION EXPIRES to-90 PHONE 206/748 -0121 CITY /ZIP Chehalis, WA 98532 PHONE 206/748 -0121 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 133 -1951 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED 3- Qcy 90 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS C Completed building permit application (one for each structure) Two sets (2) of the following : n Specifications Structural calculations stamped by a Washington State licensed . engineer n Soils report stamped by a Washington State licensed engineer n Topographical survey ❑ Energy calculations stamped by a Washington State licensed engineer or architect n Legal description r n Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan n Completed utility permit application (one for entire project) n Six (6) sets of civil drawings NOTE See utility permit application and checklist for specific utility submittal requirements. Assessor Account Number RACK STORAGE n Completed building permit application C Assessor Account Number Two (2) sets of plans, which include: n Building floor plan showing • Entire space where racks will beloca • Exit doors • Dimensions of all aisles C Tenant space floor plan showing rack storage layout, aisles and exits, NOTE: include dimensions of racks (height, width and 1engtb), aisles and exit ways on plan. Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE- FAMILY DWELLINGS/ADDITIONS C Completed building permit application (one for each structure) - Legal description E Assessor Account Number ri Two sets (2) of working drawings, which include: • Site plan • Foundation plan • plan • Roof plan • Building elevations (ail views • Building cross - section • Structural framing plans C Washington State Energy Code data - Completed utility permit application E Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See `. utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions • SUBMITTAL CHECKLIST COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or —. tenant) Assessor Account Number C Two. (2) sets of construction plans, which include Floor plan of proposed tenant space E n Construction details Site plan • Location of tenant space • Existing and proposed parking Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage : ,. •:Tenant space plan with use of each room labelled: • Exit doors, egress patterns;: .; . • New walls, existing wall, and walls to be demolished • Cross sections showing wall construction and method of attachment for floor and ceiling. Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit separate utility permit application and plans. ANTENNA/SATELLITE DISHES n Completed building permit application n Assessor Account Number REROOF n . C ompleted building permit application (one for each structure) • n Assessor Account Number Narrative describing existing roof, material being removed, and material being installed on letter is required prior to final inspection and sign Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) E Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licens engineer may be required RESIDENTIAL REMODELS n Completed building permit application (one for each structure Assessor Account Number Two (2) sets of working drawings, which include: • Site plan • Foundation plan Flr'or p19n Roof plan • Building elevations (all views • Building :cross - section Structural framing plans NOTE: If any utilrtywork is to be done provide utiliy permit application and plans must be submitted REROOFS • Completed building permit application (one:for each` structure) j. Assessor Account Number n Narrative describing existing roof, material being removed, and material being installed NOTE: A certification letter Is required prior to final inspection and sign- oil of the permit Type of Inspection Site Address Requester .Special Instructions Inspection Results /Comments: AW"'s 7� 11 CITY OF TUKWILA Buildi Deparplent . ;r• , „ y• , 6300 icente�"bou1ev rd Tukwil MA 98188 � ,. (206) 431 -3670 Insoector PERMIT # Date INSPECTION RECORD c Date Wanted iftallia2 a.m. p.m. Project () q Phone # ei i I ,� PdL&u natty CITY OF TUKWILA INSPECTI N RECORD Building eoartment 6300 Sou iter Boulevard `� Tukwila, . 98188 / ((h PERMIT # G 6 (206) 433 -3670 o Date (J1 /x/9 (J Type of Inspection L 4ticf .�� A ��?�� Date Wanted /... a.mi, p.m Site Addr ss &J (C11() .9 , //Pi l/ ' S'/ . Project - qir ,C 7 ' 0✓- / /1 /36" Requestor 11)(C•`/..e f : cC i1.( — 'lc r •. / .,kt» T Phone # 7413. D42/ Special Instructi s' s Ci %A) F"i■ �g..J�� Ci [. 1)CPr- ye A. ee°-e.ee. 6-c `/to j Inspection Results /Comments: Z te /I eg/.. - f !- 6 =?P%,,,s ,, 9 g / col . C 4 01 i Inspector Date 6- (t0 CITY OF TUKWILA Building : 1 6300 Sout . ter Boulevard Tukwila, W 98188 (206) 433-3670 "ype of Inspection fr t>rs ;ite Address /16 4 °6 7 .7 f 42. equestor ;pedal Instructions Inspection Results/Comments: Inspector INSPECT! PERMIT # Date • t N RECORD Date Wanted ( 5- a .m. Project /Pc.re- Phone # 4F Date FINAL APPROVAL FORM TO: ❑ Building ❑ Public Works ❑ Police ❑ Planning II Fire Dept. ❑ Parks /Recreation Project Name A- ` ', , /.. �'. ; , / ) Address "( �, �, �; '' Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: 'O O () () () ( ) Authorized Signature Date This project is approved by this department: Authorized Signature CITY OF TUKy''LA Central Permit System /",ntrol No.2- • 3 c.. - /cio Permit No. ' : °': t - r r V Date CPS Form 3 May 9, 1990 BUILDING PERMIT CONDITIONS 6oss•-&ow Foster High School temporary building permits 90 -139, 90 -140 and 90 -141: The following conditions shall be met prior to final sign off of all (3) three temporary building permits. 1. Applicant shall provide a detailed landscape plan which will incorporate the following items for approval of the Planning Director: a) landscape materials - type, quantity and location b) location of pathway from St. Thomas Church parking lot to Foster High School. c) construction details and cross - section of pathway for the new parking area and the revisions of the existing parking lot for approval of the Planning Director (per City's standards). 2. Applicant will submit a lighting plan indicating how the parking areas and the path from St. Thomas Church parking lot to Foster High School will be illuminated. 3. Approval of plan by the Police Department and the Public Works Department to address issues of safety and surface water impacts. C • MODERN BUILDING SYSTEM5, IN[. " The Smart Choice..." Telephone (503) 682..1422 Fax (503) 682.3685 P.O. Box 250 • W940 S.W. Clutter St. • Talatln, OR 97062 • EP 10sg -6o.y.7 apout4oA-not4 cALcuLAnoNs Fo2 Soup; cent.lTRAL • s»s-rtr.lcT z8x 674 'guILWNC, z6N (a 4 c.1.ASS (to Ms Fou t4 rrtot 1 A4•I *st FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Dance. Receipt of contractor's copy of approved plans acknowi& dyed. By Date /�� ( ` P° n ,, Permit No r:) ° RECEIVED CITY OF TUKWILA APR 1 1 1990 PERMIT CENTER Dale '5iI4 q0 Project No. B Z 5 By f'Ai 2. Scale Sheet of R)N- I ' ' ro1J -6 tf1011ord ar11001411111 rani 11110•1111 1111111111111 MODERN BUILDING SYSTEMS, INC. The Smart Choice..." Telephone (503) 682. Fax /503)682.9685 P.o. BOX 250. 10940 5.W Cl,uttcr st.. Tualatin. OR 97062 • wa.* 13p+.r vu_• V1 PLF PPS = 111 • j e tx ,•551_,! GG"I r0t.= 13�vrr 1 stoe Foirt-InAnot - L.,i CoNT. PT'. '1)'B r • V3.c f 2. PSF. t e.5) (.I)PgF ( 4. wok MnAx' SM(4\ 101e, " s�. 1036 (■?1 ItY a M t . • Z G O PLF . sl 202.5 19auF (IC:CG'VC' CITY OF Twoont.A APR. 1 .1 1990 REiRMIr CENTER DL= 1OpsF LL SO "Fl.= ((OPSF ( ibOPu.F uSV ZxS 4.r 24 tlr2 .1.. _ .1 (t"ceFek. it) .s4r. roject No. S By '� . Scale -. Sheet 1 of Z IzENIEM SVI e •< IZooPSF �T.2s la) use cot -1'r. pr, 4 0'S ' • • c")6.1.1 . /1455 1 4: 'UNIFORM LOAD3 Dead Load = 13 psf Live Load = 67 psf OC spac'g = 1 ft .21 It I< U +L .. Load; Deflection < L / 360 Unbraced top edge in region of +M (ft): Lu Q 0 Unbraced bottom edge in region of -M (ft); Lu = 0 Eff span loth ratio: le /lu= 1.92 Allowed overstress;(%) /100= .01 Exact Cream WIDTH (in): b = 1.5 2108e14 14.f. Ze um .4,50 6 s s s \I.1111 4,l.= '3(346 -4.1! s s.q„ats 103►+.= ZL�s� . Beam Mark 1 WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 1.5 )1 5.5 Allowable Bendingrpsai; Fb - 1450&;) Bending stress: +M fb = 427 psi Allowable Shear, psi; Fv = 950\16 for +M = .27 11 -ft Mod of Elasticity, psi: E = 1700000 pv1 Mao -M fb = -760 psi Duration of load, factor a 1 for -M = -.48 k -ft Live Load: Deflection < L / 360 • 6:92 "ft 6.92 ft BM -1 1.5x 5.5 .69 It Shear stress: fv = 56 psi for V = .31 kips Dead Load Deflection = .008 in Live Load Deflection = .039 in = L/ 2123 D+L Load Deflection = .047 in = L/ 1778 Allowable bending stress; for +M; F'b = 1450 psi for -M; F'b = 1450 psi use' 7)(e) 2.4 are. e I mo ' . 14 . UN I FLiM LOAD: Dead Load = 13 psf Live Load = 67 psf OC spac'g = 1 ft .21 k • COIL NAILS /300 NAILS PER COIL Shank Duo•Ful No. Nails length DIa. . Stock Per In. In. Shank/Point No. boa 1 .086 Ring /Diamond 129 16,200 1 1/8 .086 Smooth /Blunt Chisel 134G 14,400 1 1/4 .080 Smooth/Diamond 054 12,600 11/4 .080 Smooth /Diamond 0646' .32,600 1 1 .086 RinglDiamond 055 • • - 42,600 31/2 .148 Smooth /Diamond 123 2,700 4 .148 Smooth /Diamond 122 1,800 • 41/2 .148 Smooth /Diamond 124 1,800 5 .148 Smooth /Diamond 125 1,800 1 1/2 . .086 Smooth/Diamond . 052 10,800 • 1 1/2 .086 Ring /Diamond 056 10,800 1 1/2 .086 Smooth/Diamond 0633' 10,800 1 1/2 .113 Smooth /Diamond 107 10,800 FINISH NAILS Shank Duo-Fasl No. Nails Length Dia. Stock Psi In. In. Point No. boa 1 1/2 .172 Blunt 848BP 10,000 1, 3/4 .072 Blunt 856BP 10,000 2 .072 Blunt 864BP 10,000 • 2 1/2 • .072 1 3/4 .080 3/8 1/2 Blunt 880BP 10,000 1 1/2 .080 Blunt B40AF 10,000 Blunt 864AF 10,000 13/4 .086 Smooth /Diamond 053 9,000 2 .080 Blunt 864AF 10,000 13/4 .086 Ring /Diamond 060 9,000 13/4 .086 Screw /Diamond 058 9,000 1 3/4 .006 Smooth /Diamond 0626' 9,000 BRAD NAILS - PINCHED HEAD 1 3/4 .086 Ring/Diamond 0666' 9,000 ,:hank %whist No. Nally 1 7/8 .091 Ring/Diamond 135 9,000 Length In. S' ' S' stock Per 17/8 .092 Smooth/Diamond 051 9,000 Point No. boa 1 7/8 .092 Smooth /Diamond 0610' 9,000 5/8 .060 x .078 Diamond 6020D 5,000 1 7/8 .092 Smooth/Diamond 096' • 9,000 1 1 7/8 .092 Ring /Diamond 059 9,000 3/4 .060 x .078 Diamond 6024D 5,000 _ • 1 7/8 .092 Ring /Diamond 065G• 9,000 4 1 7/8 .092 Screw /Diamond •0826' 9,000 7/8 .060 x .078 Diamond 6028D 5,000 . 1 7/8 .092 Screw /Diamond 057 9,000 1 .060 x 078 Diamond 6032D 5,000 • 2 .099 Smooth/Diamond 076 9,000 . 2 .099 Ring /Diamond 081. 9,000 1 118 .060 x .078 Diamond 6036D . 5,000 2 .099 Screw /Diamond 080 9,000 A 2 .099 Smooth /Diamond 0876' 9,000 1 114 .060 x .078 Diamond 60400 5,000 N 2 .105 Screw /Blunt 131 9,000 Available midis from stool and aluminum. "Cr 21/4 .099 Smooth /Diamond 078 7,200 2 114 .099 Ring /Diamond 085 7,2� BRAD NAILS • OVAL HEAD H 21/4 .099 Screw /Diamond 086 7, L 2 1/4 .099 Smooth /Diamond 089G' 1 7,200 I Sa 3G Shank Duo-fasl No. Halle 2 1/4 .099 RinglDiamond 0926• 7, M "otn Point wok Pet 2 1/4 .099 Screw /Chisel 121 7,200 2 1/4 .105 Screw /Chisel 120 7,200 1/2 .060 x .078 Diamond 6016118 5,000 21/4 .109 Smooth/Diamond 106" 7,200 2 1/2 .113 Smooth/Diamond 097 7,200 5/8 .060 x .078 Diamond 6020118 5,000 21/2 .113 Smooth /Diamond 118G 7,200 2 1/2 .113 Screw /Diamond 132 7,200 3/4 .060 x .078 Diamond 6024118 5,000 2 1/2 .113 Ring /Diamond 133 7,200 7/8 .060 x .078 Diamond 6028118 5,000 3 .113 Smooth /Diamond 127G 5,400 1 .060 x .078 Diamond 6032118 5,000 ' Electro galvanized "Aluminum 1 1/8 .060 x .078 Diamond 60361>jp 5,000 COIL NAILS /150 NAILS PER COIL. 1 1/4 .060 x .078 Diamond 6040118 5,600 Shank Duo-Ful No. Nana Length Dia. Stock Par In. In. Shank/Point No. box CORRUGATED FASTENERS Lanpth in. Duo•Fasl Stock No. No. Pio Boa CF•318 CF-1/2 1,500 1,200 • %"..,■1111... MODERN BOLDING SYSTEMS, INC. The Smart Chaim..." Telephone (503)682.1422 Fax (503)682.3685 P.O. Box 250. 10940 S.W. Clutter St. • llsalaUn. OR 97062 E3-1p PoSr @ -4x 13 rt94.4 1Soo \u& 1.7 (11.91A.. V383 . -'Z 2eta (o.,l1Z = 1 WC= o.85 (4 J zoot (3 .)14.10 2.v\ .. IZ'z'1 . y 1735'' i MAMACE LItJE t2`x l Co" 72' (I 1•(i2S f l4 (4.o l`r u's 4 ze3Y t 3.S _2 .. 3.s" .�u-- 11.1.ES Date Z. Lj)90 Project No. �? S BY f•;(Z. Scale Sheet fot4-4of - 'D4.1- uSE ' �. x 1V x %4: cttu.P 4 w kIC. ' ><l�o e CM4 PAC Le- 1211 r (v1= ZS4vLF Zo3Z' �� ti 1032 = 1 c1.1Ftz. �4'% 1G1Co� ISop 1.9FCz Mc * . s 119q 'SF 1 5 . 625 12, r 6 . a l . ' 1t tr .�. = "bS tz z' ZX t \ it °l9Cl 9� 32C.a l 4S S let 32 GYI Z\ .�►. h > ',2 3,5' USE '1 x 10 %1G" CMu PAO • MODERN BUILDING SYSTEMS, INC. "The Smart Choice..." Tlephons (503)682-J422 Fax (503) 682.3685 P.O. Box 250. 10940 S.W. Clutter St. • 7Lalatln. 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S OR. t&G 7- 4e 1G• coNL Lt W4 isx6r 10 c . •'bate • 2Z'S190 Pagdect No. $25 ay Vika- Sole Stem R4 -5 of ' Oii - C, .3 t. Z77PSr MODERN BUILDING SYSTEMS, mt. • The Smart Cho ke.. 7.lephone 1503)682.1422 lac 1503) 682.3685 P.O.. Box 250. 10940 S.W. Clutter St. . TLalattn, OR 97062 ' 1..002_ Jo 4241 al PLC Ar 3(lL9l.- ZSC.\ Date 7.17 1 P vJect No. 67.6 ay VAIL Scale Sheet PV.1• ; or F - I - Zs8 ( 3a4- sn 3e4(vz1 3,7,,,E IZso USE Z x S e woe& k' 4z4 (1.11) % fie_. 3151' -►.z 1 5 - s i e a - 1.1 t �bn- M1J Stow 3IS% Z.\ s . 30.214$ "NO :I l Gq:o'� 1250 LZ,7ag.z.• ZS.g ..�..•. ... • • • , • .wt ,µ , • •• ••.. • ••• ;. .. ••••••••••••••••••••• ••• • . • :' .• • • ...••�+.••r , ••; . • tee . I, . : . ,.: , :. . .• -••r • :?" �' -- -• • • .. _ _ _..u: I . . . . ... .. . .• '1•t .. .' ____ : 'P' .. ::{Rl Vii' {j ...1•••••• • •t:••.• MODERN BUILDING SYSTEMS, INC.' The Smart Choice...- , __....._ S e_ f 4t: L At vst to't (15(z.)s X350 tz.ars>r o►: 3(3.S) ...... (1 is ?S.Li.sl . _2►ZZPLf .CZ1118- ;..1dcp1 Telephone (503)682.1422 Fax (503) 682.3685 P.O. Box 250. 10940 S.W. Clutter St. • TUalattn, OR 97062 '754'pu - moo= f1st-Lc . (01S (11 13So ws ZIu(z'I' 4 z.A 4 (!(.s\. 404 Psr dc 1 t9PSt . Ulf - • - 31%4 [90 :Pre.lect No. - By 144ft Scale Sheet F01.1 • Igo, TOO ■ Co 3So(t7\ I1.3 -,II.Z tt1. Lk c at Posits e 4 o,8co(1.331(IZSo) . IBA • FI>CCI, tmmo Mmmia■ Irma ors MODERN BUILDING SYSTEMS, IN[. °Try Smart ChokY.,." Telephone (603) tidl.1422 Fax (505) 682.3685 P.O. Box 250. 10940 S.W. Clutter St. • Tualatin, OR 97062 M•+N RUNIJE.R _ --- � � i Jrr M , + RNC.T RECEIVED CITY OF TUKWILA APR 1 1 1990 PERMIT CENTER 314"x 211I ALU • LAM Ri1 . 1 �-- M2 UL.0 1xd., E1.I 1- NHS ( f Project No By Sheet 1A Ruu►Jpz wau. AI.JG.t -E. 1"I..�T�rJ Mv,�rJ Scale of • r..s �..�■� IMMO MOM MODERN BUILDING SYSTEMS, INC. T.laphons (503)68Z1422 Fax (503) 682.3685 Y.U. FIox 250. 10940 S.W. Clutter St. . Tualatin, OR 97062 • • • NTIAHT TrurNS iN rim) Watt- A►•Is:E, ,&9 VERY . c) 'NU '' nc1:- ►oi 45 I feL NI4E • The Smart Choice..." Project No, By— . . Scale Sheet_ of 1-1A,NGIEK S TO W 4.1z- 4A, 4A I. SOFT •ANNEALE.C', MILD 51tEL. WIRE' C 4 CY. 4' M4o(, 8" FROM WALLS 4T4 .N 1=.P •/ M1N, (3) TiA 4T TTURN5 IN 1 T. GL'G, 5UGP, NIEM R� 4,►4P TO Fi& 0 it 3" LAG (1' /q MIN. E.MQE.D w/ EYE RATFo 1acx * INT° 5rM. ESE. Kt r�F 4 I5T, • %A/HERE SPLAYED i/ORE mak 1 IN C. OUT of PI.UME3 PgOVIVE GoUNTER. - SLOPING, KE.$ UPF)otT ALL LIT Fixruftas AT 04441010414 4 Ofrr l-1">✓• c o p 1 i W / k I2- Gri c, WI( , �.• O'o� ATfACJ-1 3A .M E A5 G.I L. N Ar, lti/I RE S Lod RP.FT1:Pr• •g R■Vt.T Ode Co WOW ART 1 • 14 P dal4l of Evav re.1- 141474e.. I VEKT1 G � C*1.E,.: j i° ALL WIeE AT AGt+g ro MAI It IT \ RL UE , AGsc MAX. M Fi ° M 4 ' t'A R A L.L. L` l.. To 171 R eC.TI ©N O - Wily. I N '3 TAL.1-. WITHIN 3" QP - roc' OF ..1n 5T c7R. etoc4<I N GI ` 1 i 1F0 MAC. FoIt ALA, ... i t ►-►GI Vl f s► FcH ENT') OF SPtA'{ WIRE-51, ovivy r t.rry, If' r � busf / cLa, 6Y57 ! 1 r C Oss. Ru14W>., (t.pc c.TE f5RACI NGe PEA REFLECTED c -E..1 .41 PLAN, SNT •3 )CEILI 5 AG! 1sTAIL (P► !Nrleic. vItw • To: To: . � c[� 6.0(1 " 7 P�? &Lk 1 L. 7 va /1/ / /to' '.i :`r/ / 9 '30.3 l ...«..... • .....w..«+M.,w......w.....,..w. ..0,? /' !r / JJ I. / c/ r 0 1-- • .O.,......... ....... L.«..V...W.... w.. ....«,.........,.......OJI..... • .. _ Inspector's name 4 4 7 -4,/...i...zalL122.g.e...t....5...-4 11)1 /:.61 Office tion z::r>aox c O For Dept. Use ONLY I _...,i: .» t e Phone: (8am to 5pm) :. � �� t !! IS C� ... ....__ Mattu actu yf nature ) Date Nmare • OLYMPIA MINCE V PINK `INSPECTOR BUILDING OFFICIAL . 5 C ? NO IFICATION TO LOCAL EN r ORCEMENT AGENCY and Industries I ] 1 I � • • 1'41 D f ! ' Department o f Labor an / I • n CONSTRUCTION COMPLIANCE SECTION i' j �!'? 805 Plum St. SE C B Olympia. WA 98504 ' '" "" " The Factory -Built Unit Identified below relqu�es completion'wor Submitted to Dept. o L & I by at the site as specified. i C'1 + Manufacturer in single copy Owner's name 1 . . _ i ;'. Mfer'a serial no. Dept serial } /) 5 5 /4 4 /002.3 /uv Installation address County City f ., 4,�....,E�, tN Installation site Is In 124 City DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE F623.013.000 notification to local enforcement agency 3.88 Type of construction / State Zi u a V ' N A t sit a e L J County • ''.::/ NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Department of Labor and Industries 1 CONSTRUCTION COMPUANCE IECTIV131 A y I '? I 990 1 1 3 805 Plum St SE PO Box 9689 Olympia WA 98504-9689 The Factory-Built Unit identified below requires Completion at the site as specified. Owner's name i Mfgr's serial no. . , • , .., Dept serial no. .... t ,e c - . 4.' 2 -,-- • % -' , ' i'- i 1 .;x:- -- LA! 1 '2-....-..L...-.4:'..-..„,..i514riitili2 1 'Li(' ( Installation address Type of construction (...,/ ., i; c„ 4'1 .. „ „ 1 „ ,,, „ .L . ....„,_ „ „ ,„ _„„„1„_-? „ l .... . . _ _____ , , „_,„,„„„_______ .. . . , c;://, ,, c: . i .. :1 City (. 1-04.!) - County "'Tate - Zip ' occupancy ETA . '11 — s - ite • ..' :'.!.. ' 1)1 i f" *" , , „ . , ..m., e .... - ' 1 ,Y ' ( 4 ... ,,,,,,,,,,,,,.....,... s i,:.,„..t........,...,.....„—;„ ' ...L.,..„...,,...,•,....,.....„,,—.:7;,.,1„....,...,..,,,,,,,.. .. .. . . ... .,,„,,,,..j.„,....., I Li -1 „ ( 2 . „,,,,...„„,„,„„ . • Installation site is in City County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE To: 1To: ) • f L ,/u,' e; t. NAAVAS, • XXI ••••• •••••••••••••••••••••••••.•••,...••••.• .**. • •■•••••••• ..........k,..,...•••••••••,,,..........•••••■••••••••••••••••••••••••••••,•••••••••••••••••••••,, •■•• tv A •••••••• ..... ..••••••••••••••••••••••••••••••••••.A.,...,•••••••• ..... • ...A, • • As fo, • k • < • • • • .• ••• • • •••••••• • • • •••••••• •■•••••••••••••••••,,,, ••■•••••••••••••••■••••••■•••,•46.,,••■•••■••••4,••••1 .................................... 4 CtF TE /4 • • •••• .0...•••••■JAAVAA.,*k I i , ..i....3......E........13—,4,.........t1-1.3.46,......................7.....MW4444.4,,,As...WWW,AWN.A.........."01,...AWAWAWONAAAMX WW.•••••• W... VA.,....,.......•••••••••• WOO 4.......,....4•••<•••••••••AAA.A....44......,....,..... NV., ./... p h. o. i• ,.... i ...................,......................... ........4 : ,..' ... I .. ' :...f.....1 ,,,,,,,, ••••••..... ... .. •• • ... ....• .....• • .................,. ...............••••••• 1 ••••••••,••••••••••••••••••••••••••••,,,,*,,,,,,,,,,,,,,,,,••••••••••••••••••r,••••••••••••••••,,,,Y.,,,,,, ••••••••••••••,,,,, ,,,,,, ••••,,,, Inspector:s, mune Phone: (8am to 5pm) Office location . . , I. c r / g/t h: I A, , i .•:•;•:.:...,....„...:•,,0„:„„,„.....,....,..• „....„,...›,kk„.„.„::,;.•„.„......:„...„.„..,.,.......t.„,.,.,:•.:4,-4,..,.;:;::::::,:?.*:,..p:?;:;,....m.,,..... For Dept. reev‘d i file itee f 0 U 555: ONLY „..„, _/ _ _ /_„._ ., i__ J:2__....,........,„......_- F623-013-000 notification to local enforcement agency 3-88 .f................, 4.A.S. kW .....••••■••••............0 ....,.. ...........• ......... ••...... •*.4.... L., Wate i .,- I ,'.; ', -, M I t , i mfg ? I ?• :.............. ,.............. •:...t....,.....,• ,.........• ..........., -,.................................4 work l Submitted to Dept. of L &I by Manufacturer in single copy ..... .1.• • A ••• b y f 1White - Olympia office \-. y•C:',: ' ---- ------ --7 1 ---- ‘ i t it . e ... ,I:I( •,;- ' — Manufacturer's signature 1 ,N............1.44N . , <Nom' ' ...4.4„.„4„..1.. Canary - Building official Pink - Inspector Goldenrod - Mfg f CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKW/LA, WASHINGTON 98188 Plan Check #90 -140: Foster High School (Portables) • 4640 S 144 St PHONE a (206) 433.180(1 Cans 1., l anIusea, Mayor THE FOLLOWING COMMENTS APPLY TO BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER UPC) 59 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Cods (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this cods or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. • • r - "NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Dcpiiwant a tabs, saki Imhotrlq CONSTRICTION COMPUA$CE SECtION IDS Plum St SE Mans s 96$4 Olympia WA 91304ID689 The Fectory•tlultt Unit Identified below motets completion work et She alto as I 'tined, Ownct'a hems A^ / In allation address 4 •• . . .S .•.• i. .. •M • M.r X.M.. �N Y,... •.,.••..w»....wq•- ..wlvv County City (34.411 To! . . • TEL ivn . T lakWl. ��a4�4• e•.•. .w +ur•..r7 "� 1 � . r..1y• Mr.MM i• r ♦« A.. instullatlua else le In 5,c1 City ~� ••••• DENCKMU1: ITEMS REQUIRING COMPLETION WORK; AT THE SITE ••• ••• ....•. 11... M...•.• •' •Y•••••.'MI•N..w•••••••..•wN' ••••• .:.•w,•.WI.....vM.,.•.'...' •• •NOW A% V. ••.. O. •• .•..... •,1 •. V•.•.. VII •. I• M• Y•• V••• M•.w.M •.••v,•+Y••.Y'••••MVIN'••••N •••••••••••••••••••••••• •••••••••••••••••••••••• • ' .Ii 1, 4•. 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N' 6•W•• ..p1•••NIMM41M11 •Y..4v ... •.y .1 M. ••• • e.••••... ..H.. ..4.....• •.e..•.• •••W...r4 ,A . � .! its • Olympia o ice Canary - Duildin1 official Rink • Inepactot 14Md•AJ • u r. Caries PATE N0. 12S • oLsCRtwfioN amim ~'.. •.r . die Vie N �........ ... ... al/4n._ --- - . ■••••.a. Fiairi:%) '01. Ptlsls Lah!n OW :sUpeCii �.. �. _ -.. 7i.• a• Jul NO. 12S "" •iliMhON Ad min.. Emil N:OfN► 1 4 v. ....r. Pliek 6f. ;. , � � 1 iEL.21 P.. u •.... _:,.. . ■••••.a. Fiairi:%) '01. Ptlsls Lah!n • • (t L PVU. •..a .�. .•• ...•aka •.•. •.l.w.,.vp,..t �:..:. • • .•»...la. P Box 250 16%40 SW Clutter Sti( . TUAtAUIN, OR 97062 , 400 (503) 6112.1422 FAX (503) 6$2.36115 TO _ State o! u'at11ng • P.Q.S. t'tlrlsior. SDS Plum Sti se_ _ . THESE ARE TRANSMITTED as cheek.' below; >cra ayprvvel Q for year use -S Q As rrque',tuJ C3 for i.vto* and comment Cl (OR OIDS bUt:........ —. REMARKS.... , 0 S.anl•■••••••■••■••_._.. 1/4.0 u u a lki VLF VIR1AIR1ZE111T ?1618 p.0. ox 9639 Q Approve0 as submitted t7 Approved as noted a Returned for correction', COPY To .,�.�.....�.. Bookkeopsi M ,, WE ARE SENDING YOU ll,Attsched 0 Under separate cover vls.....----.....Auglarbst ' Bile Coord. G Shop drawings U Prints . ' 0 Plans t] Sampled:M ar ....0..Specitications.. • O Copy of letter U Chang. order 0 eaalin SIGNED. .......... n g.ltelris:..." o RewbmJI._..,...coples for approval O Submit — _toplss Tor dIstrlhution O Return corrected prints 0 PRINTS HT-TURNED AFTER LOAN TO US • Mrs Jim Stansrd, Design Coordinator TEL Nn ... • ot!•AA/Mtwt Of LA•OS IMOf wa comsraueraw eowwwCt A.•■cnoN 10430 M. VAL Wit tatu Ala Sod. MrA $00. 1.11111 [J NEW an ,attle 931611 Modern Building Systems 1r►c. 114 - 93 n•n PO Bolt 250. 10940 SW Clutter Street • Tualatin, OR 97062 .0250 VMUAier Was is 4242 South 144th Street tiiU OF Ou►L01NG • •,•w ••• • Classroom PM' 25 net N1 t+1f si o -" " eel vc e NO 17 r so, SLAW •oucw VAO111t SO PM; $0 _,�pLLtti . f • Cl . ssroom $111M. NsnuiACNAtA PK,wO •n 0 Is. •.. • Pun ArMOvats f N vt • Soo C3 MINIMA in t1NW$WfTAt O. Ov$ION KAN 10 SAO . • eV «.. • • • • ......•. ONE* 1490y) I Q RENEWAL SN • .T.^' r.•• • foam 1911001 30 WA1 L$ a: I Muwst Mee tie so re w •--._ ......_ . IMtAlt 100• L. tom: 3$ N. taros: Not ref: 50 120674805 ?8 May 09.90 10:53 P.04 r�aaw A�rr VAl t 11EQuESr VAC( NOtl4INO cadmitAQIAL wrauCIvREi, • OtR41s4 FEES SCHEDULE IN$Atw*r I$1 0[CfON O 4140. tACN AD61110106 O $14 MOM or NC110N11* FUSS MYST 0i ST Or AMA Ea OA AAarriCT 11.4,1 . .•... • . _ �► �..� 0 � 1r ! • /1. `� = r j temps p hM wo>tiw 011OH111 1• •IIM 4111b1 APPROVED •1 PAZ NNUUQEA • Rawls torA flea • •• ■• N IIYIi�i� o (500682.1422 KING LAN AAp�Wete .040 Mohr • NO, elm sow. No. Ma= MO 23 SO 33 200 0 mirmaum #4 — — MI -- ■ MOON • (Dapetbsem) • 90425-1A Tulcwilla 2 1101 11111111111111 NM I 1111 VA Wilmall111111111111111111111111 111111111111116911 MI 916:11111111111111111111111 111111 111111111111111111 immilummi iniumnia Naminnemn ommonnimal 82 OS 111 i nl i tallt111111111MEMIMININIM 1 11= 1111. 11111MBERIMOMMINIONI • 1111111111111110111911111111111111. MINIMMOMIL C=111111111111111111111•1111111 . EaIIIIIIIIIIIIIIIIIrMIIIMMIIIIIIIIIIIII T Mil 6124427 Tualatin, OR 97062.0250 3.2E -90 A PIN POO BACIII MOM • w0 Oft NOS• •M011 0111.1110 t0 WWI EASE MAKE CHECK* PAYA$L$ TO 01IFT. OP LAISOR i INOUSTRIA• 910.00 _A1 Sal fW N*M MM MM PO ISM weer AMC tooditoi Os. piss PP %b to mu y+N theli, is S 6uouty ONE copy APPLICATION FOR OFFICIAL INSIGNIA OF APPROVAL 1 Mil ellp its IMI each NN$sb will N ell Kota 141101410 1,.u:ar1 Wet* Oros to eI stye I =I i s1 U f'S r1137 1'7 I VU 11./t r . u� 1117-L 7111 7 PD 4 ' 250 - 10940 SW Clutter Street South Central 321 GO ONO IEi. No moo, WA H031.1114 NEW -•• Modern Building Systems, Inc. iwc�i�a qry MIN PO Box 250 • 10940 SW Clutter Street • Tualatin, OR 97062 -0210 wow* ilppiM$4 4242 South 144th Street, Seattl • • NI pmtw it 2$ ww Toilet Bulldina fN 1a1 Iwo ►o""� "-•" Pi/• 21 no, 1iiy1 r — viS U NO VA M NO, WWII 1 • South Central '052$ • Toilet pas wow r«nµ NANUIACTURIA rsa.O rat • isi . is.AM AP ROVAlt W NSW $100 w TOTAL rtts slttiUNMflM OP ORWON NAN • to IN• ..._•. WNOWAI sit uCt1ON • aide $AC 4 A0omOoM• • •N• • • • • ....IP• OTN[a 1. ) • . . rl • - .� �. PLANS 'atilt N ST 23a -9 • itsrp &mom MOVN 1* .11k O _C3 Aes&WM. $0 • MT iNONts 04 • • - 2,20G ra3U'n M i cu9■9u 1U:55 c uG WINIMISMOAL OIMUCTlRF. •754sis • Cl APPROVED nia Waw mop P$P • 50 • WOW a WRNS. E.B.B. MOR.A 19 AOOS wN.L$•R: 1I %hall YO M NIQMIIN we •••+w .r•.. - • 100. L soil) a• Porn to • ua obo+oonSt• iMI Moe 140 • IO • • ••••••••• • •t•• Cl NEW n"` A REHM& aiwireixama t rvil Modern Bulletins SystenA, Inc• mom PO Box 250. 10940 SW Clutter Street • 'Amitotic 4242 S. 111th Street . featt SI =/ OF rents auwoio 21 I .• VO411'014 11 CONP JANCI N � - • 11 . eteie W. yam, NWT OLOO • • 011M, WA 010,12-11 14 • • rr .. O11YAN '•!1101111, *TA liCHEDULE wAI�a�q'.arrow. 0001IAK1 MeV VK NASA 11 9,1 r NUMBER •• • Office wdr ►�+ '►o�i P:►p 2 ' woo r1•ir ouwra TES 0 NO A • NO. •up1oT IOLLO*$IIQ. South Central 01125 • Adminiitcition wtt+A► $ANWsCTVUN FAMO VIM a Ou how IV►AOtlAf: 24 NEW 11,00 D 1134VIP4 .*,111 N1VtWTTAA oI 011104 /I .AN `u0 • • •••• WNWWA: 111! iUC11CN • ma 1AON * . •� 011. � Dud* lvegiti) • ILL NO • 12QU t• .. ••. •••••••••- KAN11 MVP • 9316 K SWAM OR 1so C t+. Wei . • •.,....• _ ..,.....�.,•.,.._ ...A23- 0 �i�*i. •.. / * :.�.r ... �.� /.. or MI w. —. KYI 1MIgrY /i1►.ati1 1'11 •••■ 4111 ? USr Play U .'U .i FA_ 'NM 110U$IN0 $ CO* £ $flWCTURRS 4011 3714363 M -93 R•1! 97062 -0250 ran 0 APPROVED • • • le • 1 • 0 IMOGI (503)6824022 A. N1011: • • WAJt3./1.11 ••••••..._.•••• • 1.IN Apeopeele 100.00 •••••••MN•• • 254.00 • ♦t • • _.......__... 'X' REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433-1849 x 7 Framing 433 -1849 8 Insulation 433 -1849 X 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433-1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) BUILDNG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 SITE ADDRESS: (Post with Building Permit In conspicuous place SUITE NO BUILDING PERMIT NO DATE ISSUED: PROJECT: INSPECTION PROCEDURES AND REQUIREMENTS (pC)59 *5 4640 S 144 St Foster High School (Portables) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab Insulation is required. SHEARWALL NAILING - Prior to cover. S. ROOF SHEATHING NAILING - Prior to cover. 3. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING • After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 3. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872-6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04,26/119 X• REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab andlot Slab Insulation 4 Shear Wall Nailing 5 Root Sheathing Nailing 8 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Coiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL tnsp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK NUMB • PROJECT: INS FOLLOWINS COMMENTS APPLY TO AND MOMS PART OF INS APPROVED PLAN! UNDER TUKWILA DUILDINO PERMIT NURSER 0 O All structural concrete to be special inspected (Sec. 306, UDC). 0 All structural welding to be done by W.A.S.O. certified welder and special inspected (Sec. 306, UDC*. O All high-strength bolting to be special inspected (Sec. 306, UDC). , No changes will be aide to the plans unless asprcved by the chttect and the Tukwila building Division. Plumbing permit shall be obtained through the King County health Departaent and plucking will be inspected by that agency, cludimg all gas piping 1296- 4732). Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical work sill be I petted by that agency 1072- 63631. All mechanical work shall be under separate peroit through the CLty of Tukwila. All perests, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. • Any new ceiling grid and light fixture installation is required to met lateral bracing requiresents for Seismic long 3. Partition walls attached to ceiling grid oust be laterally braced if over eight (01 feet in length. 12 Seedily accessible access to roof counted equipment is requited. t3 Engineeremd truss drawings and calculations shall be on sits and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State ofeseional Engineer. ti r Any exposed lasulattons backing material to have Flails Spread Rating of 23 or less, and satinet shall bear identification showing the fire perforaamce rating thereof. i1 Subgrade preparation including drainage, excavation, coapactien, and fill requirements shall conform strictly with recoasendatians given in the soils report prior to final inspection (see attached procedure.). t6 A statement iron the roofing contractor verifying fire retareancy of rook will be required prior to final inspection (see attached sr�c edurel. All construction to be done in confor•ance with approved plans and requirements of the Unifies building Code 11905 Edition), Uni fora Mechanical Code 11900 Edition!, Washington State Energy Code 11969 Edition), and Washington Stag Regulations for barrier Free Facility 11909 Edition,. 11 All food preparation estsblishssnts must hews King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final health Department inspection should be safe by calling King County Health Department, 296 -4707, at least three warbing days prior to desire inspection date. On pork requiring Wealth Ospartaent approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. t9 Fire retardant treated wood shall have a Ilaee spread of not over 23. All aaterlals Shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of tukwila building Division prior to placing any concrete. This proceeure is in addition to any requirements for special inspectica. 2t A1$ spray applied fireproofing as required by U.S.C. Standard Ne. 43 -0, shall be special. inspected. 22 All wood to regain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per Y.S.C. Section 306 (a1 7. 1 y Validity of Pereit. e Issuance of a welt or approval of ✓ Tile . plans, specillcatlens and computations shall not be construed to be a peroit for . or an approval 0f, any violation of any of the provislena of this sods cr of any other ordinance of the Jur 'titian. Ni permit presaging to give authority or violate er 'he mrsvisimas al Shia tads shall 6m valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Numbers 90 -139, 90 -140, 90 -141 April 6, 1990 Gary L. VanDusen, Mayor Re: Foster High School (Modular Classrooms) - 4640 South 144th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Provide fire access road with approved turn around. 2. Post the fire access road as a fire lane - no parking. Contact the Tukwila Fire Prevention Bureau for marking details. 3. Provide additional hydrants as directed in pre- application meeting. 4. Provide a minimum of 1 -2A 10BC extinguisher per classroom. For other areas, provide 1 -2A 10BC extinguisher for each 3,000 sq. ft. area. 5. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving yN1LA FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575-4404 ' 19 09 City of Tukwila Page number 2 Gary L. VanDusen, Mayor or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) 6. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 7. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) 8. Flammable liquids shall be stored in an approved flammable liquids cabinet. 9. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) Wire shall be in conduit or be UL listed Fire Protective Signaling Circuit Cab1Q. (NFPA 72A, 2 -2.1) (UFC 10.301) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) A satisfactory contract covering the maintenance, 'operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Yours truly, d2zaa"-- The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 2 -3) (UFC 10.301) This review limited to . speculative tenant space only special fire permits may be necessary depending on . detailed description of intended use. TO: FROM: OATS: SUNJICT: (10 / City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM) 433 -1800 Can L. VanOusen, Mayor MEMORANDUM - bob 15Qn e cy 13c -P Th 10) 1990 Foy -e_Y doh �c.hoc ,I fort ub\ -e j QY Q - d - o- p oTT3 ( ci\Jft) oP ro\)-e d 1-) RbU'c .6ho 0-e _Pn.c.Io cJ tA) R-h CcT'3 of pk Gyp 1 cwrtf Cpl r -Qab k u o poc fo - th b(d-rS OU II how cf.1 . -22 t o rZ .1( --2 se -la vr\-r . -ce-hsibuLf2:, Thy .r ■ ••• l I1 N.M asiminsum. TEL No. FAX MESSAGE TO FOLLOW: Date: _ _ : __ Time: Telephone M 205/ 7413-0121 Fax 206/ 745 -0678 PAClrlc M08U.E LEASINO INC P.O. BOX 1404 CMEHAL1S, If 98532 206/748 -0121 • TO: 6 Telephone Fax N FROm: _�'.�... COVER SHEET PLUS _. PAGES - 12067480578 May 09,90 10:51 P.01 MAY o s 1990 orstarmourosstrassomaromoweabartisommommemsrommosimilitosiewasomissonsmammonsomminasymaaftwor ‘1•161111•11■ Plan Review PaWEd o4r0e 14144 5c %aaL tAoauteasaAssmookis. ADDRESS DATE go • l.. .. .1. •.• • IG:` . r .1 hate.- ! :. . .r. 1 _. FEIJ CGM FR1oR rb C"antk? EtIbtl AJ ID Pn1AL Cif t'[r,Ef?. .E 'TbsT SD hIOti) Om) us swats AX 4 -4 - CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT M *90 139 qa -~ 140 q0 -14f PLAN CHECK NUMBER 11 1T Ye 'ia:ATCES ARS V._ • prepared b PROJECT ADDRESS OCCUPANCY GROUP ' TYPE OF CONSTRUCTION LOCATION ON PROPERTY FLOOR AREA OCCUPANT LOAD W.S.E.C. CHAPTER 51 -10, W.A.C. Plan Review - el DATE 4_ I T3.1 BUILDING HT. / NO. STORIES r%_✓ US E t4 LS t-1 SQR 05evagA £ K F EA PLAN CHECK NUMBER C iO 11 2ti -4\11 EXITING RISE EXITING REQUIREMENTS. L Is O . • 01 -X 1 QE 0 r r ► . P I D ei a i :. •• DETAILED REQUIREMENTS OCCUPANCY, r), TYPE OF CONSTRUCTION d �' PART V, CHAPTER 23, U.B.C. - MOD MF12, NOTES: teN1W. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by:, lkie PLANNING DIVISION Note's: 1. All construct shall conform to the Washington State Bldg Code for Barrier Free Design 8.U.B.C. 2. All P.T. Wood shall be Sunwood by Osmose Co., brown tone in color. 3. Nails for ramp and stairs shall be =16 box galv., min of two per connection. 4. Lag Bolts to be galvanized. 5. Sidewalks shall be concrete, 5' wide 3 1/2 thick with zip strip joint every 5' feet. Sidewalk shall be flush with grade. Portable Classroom 5looe 1 to 12 Bolt Ramp to Building No Seale No Scale 2' 8" Ramp Detail o T /ON 4x4 P.T. 4' 0.C. 2 x 2 P.T. Baluster 6" O.C. (459 Top) 90 Cap Sheet on Ramp 2 x 6 P.T. 2 x 6 P.T. 5' O.C. 2" Concrete Block (8"x16 ? g 40— 2 x 2 P.T. 6" O.C. Balusters Tops shall be beveled: 45Z IF ov *rt 3e "oft &tov Le E L 2 x 6 P.T. 2x6 P.T. w /eased edges Hand Rat 4 Stair Detail No Scale a 30 "orM•rL off f rsu.vd LcuEC. r-- Portable Wall Tim- -2 x 6 P.T. w /eased edges Bolt Stairs to Building 2x6 P.T. .�. - x 4 P.T. 4' 0.C. r — ?t — 2" Concrete Block 5 03 W Y wo cr U (8 "x 16 • ■ Date 1/29/88 By: jh Revisions 1/30/89 Sheet 9 of 12 MAR-06-'90 TUE 1b:a4 IU:S.C. SCHOOL UIST 405 TEL NO:206- 244 -5502 SOUTH CENTRAL SCHOOL DISTRICT NO. 406 4640 South 144th Street Seattle 88, Washington LEGAL DESCRIPTION OF THE Ssi0... §CUOOL PROPERTY: 4495 P1 The following is the official legal description of School District 406 holdings at the Showalter Elementary School site, at 4628 South 144th Street, Seattle 88, Washington: This description furnished by the Washington Title Insurance Company Engineering Department, January 2, 1962: "That portion of the southeast quarter of the southeast quarter of section 15, township 23 north, range 4 east, W.M., in Xing County, Washington, described as follows: "Beginning at the intersection of the westerly line pf the James Clark Road No. 2 with the south line of the north 280.5 feet of said sub- division; thence westerly along said south line to intersect the east line of the west 408.7 feet of said subdivision; thence northerly along said east line 75,0 feet, more or less, to the south line of the north 205.5 feet of said subdivision; thence westerly along said south line to the west line of said subdivision; thence southerly along said west line to the north line of the south 20 feat of Said subdivision; thence east along said north line 500 feet; thence north parallel with the west line of said sub. division 786,70 feet; thence east 461.6 feat, more or leas, to the westerly line of said James Clark Road No. 2; thence northwesterly along said westerly line to the point of beginning. "TOGETHER with an easement over the south 30 feat of the northeast quarter of the southwest quarter of the southeast quarter of said section 15 as shown by instrument filed March 12, 1954, under auditor's file No, 4425946." Note from Washington Title Insurance Co.: This description is subject to revision upon examination of title and no liability is assumed for error• RECEIVED CITY OF TUKWILA MAR 2 0 1990 PERMIT CENTER PROPERTY OWNER South Central School District 244-2100 244 -2100 ZIP 9816E • ADDRESS 4640 South 144th Street, Seattle, WA CONTRACTOR Pacific Mobile Leasin• Inc. PHONE 748 -0121 ADDRESS P.O. Box 1404, Chehalis, WA ZIP 98532 WA. ST. CONTRACTOR'S LICENSE 9 PAC I FML 1500E EXP DATE 10 -28 -90 ARCHITECT Bryant & Associates PHONE 453 -8375 ZIP 98004 ADDRESS 204 111th Avenue N.E., Bellevue, WA TYPE OF CONSTRUCTION: V -N UBC EDITION (year)88 SETBACKS: N _ S — E — W — FIRE PROTECTION •0 S • rinklero Detectors (] N/A UTILITY PERMITS REOUIRED� Yes 0 No (Pubic Public works) ZONING: R -1 BAR/LAND USE CONDITION ayes ®No BUILDING SURCHARGE T• NDITIONS (other than those noted on or attached to permitiplans): . - a•,amwm ENERGY SURCHARGE OTHER: DESCRIPTION AMOUNT • • ' S _ MITOVE;t0 .; DAT o_ I -. BUILDING PERMIT FEE . r r I PLAN CHECK FEE BUILDING SURCHARGE 4 S e . - a•,amwm ENERGY SURCHARGE OTHER: TOTAL • ,2,91.5Q CITY OF TUKWILA -•• Department of Community Development - Building Division 6200 Bouthc©nfor Boulevard, Tukwila WA 96188 (206) 433 -1849 CUILDiUG PERMIT NO. DATE ISSUED: USE FLOOR TOTAL I APPROVED FOR ISSUANCE BY: SOUAFE (cc9 J L 90 PLAN CHEC SQUARE SQUARE BUILDIG PERMIT (POST WITH INSP;TION CARD AND PLANS IM A CONSPICUOUS LOCATION) PROJECT INFORMATIOt 4640 S 144 St - vAi.0 139,597 nn PROJECT NAME/TENANT ASSESSOR ACCOUNT a 139 Foster Hi h School 152304 - 9108 TYPE OF 0 New Building Addition Tenant Improvement (commercial) Li Demolition (building) 0 Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 50 Other llodular Buildings DESCRIBE WORK TO BE DONE: Set up four modular classrooms (to include ramp and sidewalks). CODE COMPLIANCE SQUARE 7 11 •„ • t..• i =4 • • . SQUARE BUILDING GATE: OFFICIAL I fiorctir certify that I have read • eramincx this psrmit at d know tho same to bbl true Anl. coned. All provisions of It erica orc;inances governing thitx work t,ilI bo cornpliod with, echatiier speciIi(•.a ti;. in tir Irr�t. 1'itry granting of ti iii i e..A.i Z toes not pfcsumo to givG authority to vblato or canool the; provisions of ally' other otitd or It c I laws retuuIt$iiv;; rxonstnrction or tho prior t ncc or ■:oc ► :. I P:t•►l F.Irtitcl■i:1:cc.i tc cid;t for enti'obtEari this; Riding pormit. I II: t4A1 U r t:: ` a - �_ Dfr. I E: I _' ... PriuV7 . t /�. ��7�' .. 1� ,]/' LZ C()MP1•: , ; (� p 1 _ -. 1 .s ._:.a.. .- taaa-_� :-- i.�_:c•_ -c- � � _.. �__.aF ....ice. u - . s:�i AN a.•� ►• w .:�'l�t. � �r -:aS -« e]CCAa ��s�-. : \�.d:- i. .. .1� Mt iv lit shall becos;,r; null end void if t1 t work is slog cueisr7erc rti' wi hiri ;C( etitys from the ate of l S1, &`' 10, OF if the work is S(fsi kink A4 OF Aber .bliGd fur g peg ioc u 180 geld a fo thy Met. ins . et tior. •• --=-s W_ �r r� •r.._- - - r - _.a- :asisr •-_•ay... ^. r._rar. ∎c s rr ^ _.:mss -::: •.,�- 1r1.. =Era ms=s•=- s:_.•acnsb_arnaarww.nu a - r - .. dIPIAG`; fv::o. . +••-.:v- -r_z.- c�- r- na, a- r rr r a: r.+ c:. rsi— •:r._:a::_ > r- .- .... u:._r - zou. r. a: ._- v.iisn FEES TOTAL TOTAL 6 "gcP c a 11t 273.20 I (Wj 272.. 1 1 As - EXI$T1Nt, C GI!AtN LINK fLr4cE. r Pbssi ti LC)LATIc; Sj,hI i7kt± MAN146LE (NOT 1~CU'' 1 HEW t?iiS. 3 5 Nt1.1 STCNeti GitilN ! h A'S EXISTIi∎I __B!.(±LptN!� s yr.. f, -.r �x 4,,a 4.'.� .✓^€as fa r SITE. PLAN FOR j\?EIA TE.r^:POR4R.N1 P3F.TA AN L) Nt.P.; iylf?UESLat: Af3r"IIkISTR.:,TION t3•LJIL UIN I SGALE F'�ic.I F;c Mbe, APPROVED 3Y: DRAWPI BY -361 g, REVISED DR',WIN1 PILO R SRI 1 Of, 5 NEW STo q 1?t. I N - 513 ! 1 T 8 I rE - A GCE S; Delve - t A Gcsct,P_; E: SHALL Mr. 7 - /z of 5 /e,l' Mltlil ; - 1 /' 1 ' 1?f l' /4! mows. ALL GoM1'AcT':L7 r1414.1c.'0:'SS.. 5?0$.1..14 k, AND 144.t.k :A'(5 cc SWbLI I4A.v 4 t'Y10,1IMUM CoiiPRESsi ST121 N4TU of loot) Psi, t, iTid A i`1l 11l^! OM CEMENT Goptr Sd7 of 5.5 ffP. cr.5>jc.1, GEMV.t It A t-i c.150 ` AG4gE p ASTP1' c3? AND G33Dj' IiiBRit ott.t#.iQ AGMIX T Uag A;TM <.Z43, tf . 0 w gf. 11•lroec;ii4ct t3 / alL� Sli�i L C�')p�i roes / '1 ')°`o ilg'('r 3 A615, G 3: 4 tEbrY OT'w4r.A �0. kti 1DCs C3 W t f t4C,eic ? M (. <ott foem %.SST A 4'; Apia 5f4AI.L I pi.44 t iN.ihLL C ' MG.5iI334!kdp.ucf. ¶ 1!ihtk3 Ali. SXPas: }� { G..)1 rrE SI-I ALt. Titz t g tgg ' al03 r / �^� '..a�i4 ih .R Ta y � ., `•: - ol,f..r.S M40 .+ C 4& 1t, �1 1 1.~'... �r •"' I..� .l ;. < t..410 CON4 ti15 5QJILL. i+'? ±G.N1'-!,i All .. %13FLA i,f 14oTT . fikf - 'S SUCIA . 1St aSIC:d1415I) TO herr 54,,Afttlr FILE p135icit:i STAtta(ag. X, .V IS 44 • U OA cz ;^,A.TGrzt'cL, SISALL ZE SLip re.tt • ISA • 5x1STI114._ i ,r LcAS F - IN E AHP Lt►J. i FT______ J 2 p0WEK Pc! E 41EI. d i ?Ki LINE — •� - S _-- i s 1 a L . 11 -� NEW WATi.P. `lALVE Ma./ U 1 1Rt_5 g. !Y2 C XI;;Tlril; fa's;ILi7ttv�_ EXIST1Ar4 465 LINE - EXIST/NCI GLt•!G• StUf1~ r• 7- INtI,. : A114!: ; A4-19 --\ 1,..1 L $bG■■ _,i;' t3GgT$ bJST +-%') t 6l r: jTu■:.' 2_ 571i: i•i r C. Pi %`'«r h;KLS Gr.I4 iaMP Cp6JN N E t-! Z O 1,. 1 C s kz.c :) 1.1 {71; T W:J' - -• Idrt.i. SIDE i•JALK -- t'f $-.: (.1 ENJ C .. )40T1 2 P:.k ; I -LALL rrI. !rJ 4CLcROANCEF- WrrN Titt Gi 1Y PuLsLiG Wok S f�Ia SE lEt ANO WATEt g AND !�EV1'sl.G�9Mtt T 1. A,40S C;JSV S'i'ANDAPF: 1► Ght 1=0K. , 04'14 : X11?' iA S c_L14t, AND CaLJYTI~C.. No7G : ST0i 1-i IJ !wi >.1 rtr 1iO1h34 M4,'t RIM. �L�1L1 js 4.L4SS t3 t34isi Ruts 44g4.'tt.L 1 �— 5 10 1 ' fi v eA M P PO 1•J sr, gY,I$ T (x!4{. >t± r --- N E I,1 GtlE g_ g1 E G,.^, 1<LEc 5lvt_s I t,g Y I�l LECt�J.c.1 As€ I-+%AL T { ' Pg!■i< 136 ! /\ !T REGISTERED A I(r 1TE \STAT OF WASHINGTON oO1Z LAS GAF.BER 1' 11111'1'1'1' 1111 iIl lilr11'ii1'i'i'i11'1'i'i'11i11' 11111' 111111 111i111i111i111i111i111i► I1i, 1, i, 1, j, 1, i1lilLL1 11111IIIiI1IIII1i111i1I1i1I1I1I1i1I1i1I1i I1i1IIi1Iliyi1lli1I1I1IIi1111111111 /` 5 6 7 8 9 1n 11 MAIZE INGEHMANY 12 r NOTE: If the microfilmed document is less clear then this Ir (W ZC„ \ \ 1\1E1,1 Po W. r e rots n& -d' 10 Pr 'f ,\ FILE COPY 11 understand that the Plan Check approvals are !subject to errors and omissions and approval a plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. 8y=— 'F-ta- ,•a:R.... Date..:I:.1. : Permit No. RECEIVED CITY OF TUKWILA p5 -- Q (O MAR 2 0 1990 N LIt•E IrE14 16' L1x1E CITY OF TUKWILA APPROVED 1ri I° ' 1 1900 A NOTE.° � BiJILDliy,,��)i� /I p PERMIT CENTER A SITE PLAN fog. Pc*- /1.0 NJ ) &or tr; APPROVED BY: SCALE: 1 414 PZEP Ag-tt..) LtiA3-.,tkce ,0411kAos fus"74.Li. iJ g“ t;t1.4 — VALv DOLLIV.2 VETCCr3E 04EcL, Cbt }4E1,1 !D" 1.4 ATEC LINE TO Ey,15114.4 1-04 E ;1.E gx I ST( hi ELE6 L'i 4. -Fri-f)7R:Ty t4 N 466E. g F ISTN4 A cAlik. tstm PALM ,Z4 z. c 5 _0 3 I " - - u qn_ i. it kJ .T ;7. LINE , --........ („ 4 _4 !So; 1,,* -----+ ' ' ,-- r ________ ..,/‘\.....14E.1.-1 1004 llt492E42ND ' 4DMIg SUILD1144 r; lat_tz-Tgl'<„ SS EN I c.t, , S S IXISTINI 6 rgLi(LDINti::, at.s: Sz u cr ka uec.ki 14i.rce. 4". t1 SLA,C.f.l; • !CA.?) / 5» T E F L A 1 tr,..XISTIN4 LINE OF °CI t ,, / i / .,./// gsMO4 E ;Si. KT ' '...., LD'i eg....? g..6 4 k: ) . • .:7..e" _ 2 4 5 6 7 8 9 MADE INGEP6MNY 12 NOTE: If the micrcfilmed document is less clear then this r LlE 2.0 I z FIZELAAt -JF-Fmcqa roosr ; kV:4 4-' ; („t-I&IN LuJi. ttE‘4,,S M W 4.1.A5S S I 18'63 REGISTERED / ARC'ATE-3 Lail/ LAS GARBER 241_, TATE OF WASPiGTOU CITY OF TUKWILA APPROVED 1:90 As NOTED C NG DIRT(W RECEIVED CITY OF TUKWILA MAR 2 0 1990 PERMIT CENTER rAvimotor.,494,....ok -<• • . • 1:t '22780 REVISIONS x267.4 N 8 "W 673.00 x266.5 WORK GARAGE - 6' CHAIN LINK FENCE �`- # -� POSSIBLE LOCATION SANITARY MANHOLE (NOT FOUND) _ ----"� ^ ----•r a v� IM 273.2 w 275.8 6 SD �!-- x279.3 ELEC. VAU S ASPHALT DRIVE GENERAL NOTES ELECTRIC VAULTS NOM: PHOTOGRAMMETRY BY DEGROSS AERIAL MAPPING GRASS x279.7 x280.9 VALVE BOX CB RIM 280.09 IE 2/9.1 WALK x280.4 CHECKED BY WATER FOUNTAIN DESIGNED B'r RGG DRAWN BY APPRCVED BY DATE SCALE 1 "= 40' F B NO ScrvK r 0 a O FILL CAP FOR /UNDERGROUND 6,000 GAL. TANK STAIRS CB W /SUMP /RIM 278.08 g IE 276.9 Al GAS METERS F.F 280.24 CB . , RIM '281.79 , J �r TEL. -- x - 282.5 - 8 " -.=. -' IE 279.2 - :H RIM 284.21- -- RISER I_ S (ETU) 273.9 G 2--- o ��i��.t � ►�,: - ---= ��� 01--10-44% .� � 4 �• TIC � TREE T CB RIM 28 �'�i �� IE ( ,. v,e CB RIM 282.65 ' IE (E ) 5 28�.1g 1 65 .` IE S,W,E) 278 I OH & JT Pe. JULY 1989 x278.7 GRASS PROX. C. OF� TER (LIN ADMIN. BLDG. td. L 1 p'' e TEL VAULT -- ..FILL CAP CB_ 273.96 IE (S) 271. • BOUNDARY AND TOPOGRAPHIC SURVEY. OF..: kcelvEn . " ' ell'+' OF ITALA FOSTER HIGH RIM COMPLEX MAR 2 0 1990 FOR PERMIT CENTER SOUTH CNTRAL SCHOOL DISTRICT NO. 406 0 w N 76,800 0 0 W 76.400 x281.5 D x266.9 GRASS x281.6 x2a CB i x28.1 ELEC. BOX. x28113 - _.- 4--___ UI 2'° I i x281 1 I I 1+ I 0 ' t Stands fl 1J 1 II _ 2 z , 11 Q i rL._._.__J !r x 25115, 1 x281 I4 ( APPROX. LOC. 2 1/2 WATER LINE I x281.•2 1 x281.4 r . : , /RIM 280.12 / IE (N) 278.6 ' ^ �'>fJAL ELECT V _ ELEC. BOX • -.. -. _.... L. MATCH TO SHEET 3 x267.8 Ball Field •••••••••••• x287.3 tcf x266.5 I 1 I IIIIIII I III!IIIWI 0 tt.Ttc, GRASS x266.4 x265.4 1 JJ4 J4 Pc JE& • IN V Pot "_. 1 1 r,c - y' x265.3 (S ( 5 6 7 8 0 h.1H /RIM 271.20 --�- -- IE (E,w,NW) 263.1 r NOT If the microfilmed cocument is less clear then this t notice, it is cue to the quality cr the cririnel c'ocurr.ent. i ... .......rte....._....___........ .._...E..,..____... . .. _ _ ... .,..... __. __., ____... t,, 11<' A: (4, ae 9e £Z ee t. OL 61 81 41 911 St Mil Cl. Zl 11 0i. 6 8 G 225 2 40. ,� -""... - -!I7 B C RiM 273.88 IET 269.05 HAMMOND, D, COLLIER 8t WADE- LIVI NGSTON E ASSOCIATES, I N e CONSULTING ENGINEERS 4010 STONE WAY N.. SEATTLE, WASHINGTON 98103 •(206) 632-2664 L 1��I�IIII1111IIIIII�I�I�I( IIIlII�IIiI�ijl 'I�I�IIIII�IIIIIII�iIIIIf I�iIIIIIII�II I�IlI11I 11 I IIIIIIIIl Iiiiiii1111IIlIII111111jif1111 }1111ii1 1 ri 11 M I,F If Gr ',Malt 12 OE; i , I 9 5 7 U > 1 u ww I! 11 III11111111IIil !1:'ll!�!�Ilfll!� ilf!!!!I!Ilii!111 iI II1IIIII!11111 I III !1111111!111111 WIIIIIIIIIIIII! 11110 111111111 I 111 I1IIIII�III1IIIIIlinhIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!Ii IIIIIIIIIIII1111111 !�illll I !nd1!II!II 11111II II! 1! II I' ! II 1 'I ! I III I ! VIII 11111.1!1 .I!f�,!II!I�!I !II. n� SCALE 1 " =40' cFt \1 Of TUKWt1J\ APPROVED MAY X1 10 01 111.1_ 1NG [11VISION - & WADE c9AS111111; rMCIIItt13 aft LEGEND DECIDUOUS TREE EVERGREEN TREE SIGN e BOLLARD UNLESS NOTED OTHERWISE FIRE HYDRANT -0- POWER POLE FF FINISH FLOOR SPOT ELEVATION AT X E ELECTRIC LINES AG8 ANODE GROUND BED N WATER S SANITARY SEWER SD STORM DRAIN ;E INVERT ELEVATION G ... S 02 7A7CH BA '; .!M R'M :Li_'. WV .'; YET ER {265.4 CO CI RA C . 'T WA _.ER METER >1 .WATER VALVE UNLESS !' CTEC OTHERWISE ▪ GAS !• 1ETER TEL TELEPHONE ELEC ELECTRIC STEAM 8B BASKETBALL BACKBOARD - POWER POLE W /LIGHT • L GH T CENTERLINE CASED MONUMENT CV '=AS VALVE WALK CONCRETE SIDEWALK UNLESS NOTED OTHERWISE CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE 1 T>~ PL fit IV .C6{� I\)c frm r PO'.'1/A/3C. S ;./2ct0 J►-1,5 t1 to() J ? W l c L . ;e1 r- ,'t C it?iL' 5u f L 0 r n•/ G- • ~ . ti x266.5 Ploy POSS':LE LOCATION SAN ARY MANHOLE (N FOUND) -- -- �_. 1.3 S 5p CB RIM 275.91 1E (E,W) 275.1 C8 -- RIM 276.12 \ IE (E,W) 2 275.8 RIM 275.9 . ` RJM 2 IE 274.7 / 7 / ' ASPHALT x267'.8 Boll Field VALVE :3Ox x267.3 X280.4 GAS METERS " Ct.ANOUT REVISION 4640 SHOWALTER 54 HODL roVI ICE rVP5OI L TYI? APPROX. LOC. 300 GAL. OIL TANK CB • WJSUMP 1 'RIM 278.08 Kf2- J 1E 276.9 44\1 L 21a.x t 3O j S I 1 METE RSI.E. = 275.55 I - ll l I TYPEi \ I TOP = 27!3.5 I.E. s274.2 APP IC 4494.0 'rO I~ltiliT' t'OOF \ 2 i M GY \ �.... 0 - I • ELI Ei & ME E . RS � 1 Whitacre Engineers, Inc. Consulting Engineering $ Land Planning 2124 SO. 'K STREET P.O. BOX 5677 TACOMA, WASHINGTON 96405 (206) 272.5144 DJ TO t51 Karr 7% HIM. 5EC1I0N /DETAIL LEGEND SCALE NOTED DESIGNED CHECKED APPROVED dVED PdeorO5E - 5Ti 1 'M PkAIA1 PRU P(?3 - t7 WATE LINE t &•O1I51 - I E ASPI G ATC 1 l A 51 •• 5TUNM MAKII -10LE- TOP OF SANK 7;WPO36 p GreOUKlt7 LOKITOU PiZUros8-17 E V LEM EMT Gh?JL• Wk 1 MAY 0 7 1990 PERMIT CENT ER PROJECT VIOPULAR GEA55RCOM5/ AMIN. 6111LPINc SOUTH LENTRAL. PISTI ICI Wry.. 06 TUKWILA , WA. CLIENT D2YANT > A5aZIAt'E5 , P.S. 2014 111Th AVE. N.E. DELLEVUE WA. 90x84 S IZ ., S 3 .. s K4'. G VIII N I7Y MAP GENERAL NOTES I. ALL WORK SHALL CONFORM TO - THE 1958 EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION' S "STANDARD CIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" RUCTION y , A D THE CITY OF TUKWILA 2. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS. . STORM DRAIN PIPE MATERIALS SHALL CONFORM TO THE FOLLOWING: NONREINFORCED CONCRETE PIPE, ASTtI C -14, CLASS 3, FOR PIPE SIZE 8 INCH AND SMALLER REINFORCED CONCREIE PIPE, ASTt•1 C--14, CLASS II PVC, ASTrI 'D- 3034 'tiAATEp ?L) YETuYlEP.LE PIPE 51490TH INTERIOR' (1P.5 N -12 PK EaUIVALENT) � 4. CATCH BASINS SHALL CONFORM TO THE FOLLOWING: TYPE 1, WSDOT STANDARD PLAN 13-1, WITH SOLID LID, PROVIDE LOCKING WHERE SHOWN TYPE 30, PIPE INC. MODEL 30, WITH SOLID LID 5. THE STO WATER DETENTION AND DISPERSAL VSTEM SHALL BE. CONSTRUCTED PRIOR TO OF 'NE'W ASPHALT PAVEMENT, INCLUDING SOD AT. THE t SWALE. 6. CONTRACTOR SHALL VER t UTILITIES IN 'ADVANCE CLEARANCE OF THE • NE1J CONTRACTOR SHALL NOTIFY 7. CONTRACTOR SHALL MAINTAIN A RED - -LINED SET OF AS- HUILT PRINTS DURING HIS WORK. LOCATION OF UTILITIES AND OTHER STRUCTURES ENCOUNTERED SHALL BE NOTED .THE CONTRACTOR SHALL DELIVER THESE PRINTS TO THE ENGINEER UPON COMPLETION OF THE WORK. 8. PROVIDE TOPSOIL, 4" MINIMUM THICKNESS, AT LOCATIONS WHERE EXISTING PAVEMENT IS REMOVED AND NOT RECONSTRUCTED, AND PROVIDE TOPSOIL AT NEW EMBANKMENT LOCATIONS, AND WHERE SHOWN. TOPSOIL MAY BE SALVAGED FROM OTHER AREAS OF THE WORK, OR It1PORTED. 9.' I;YDROSEED ALL NEW OR DISTURBED LAWN AREAS WITHIN THE LIMITS OF THE WORK. CITY OF TUKWUJ\ APPROVED MAYr 1800 CONSTRUCTION NOTES CLEAR AND GRUB EXISTING TREE, 3 EACH GRUB EXISTING STUMP, I EACH DEMOLISH EXISTING CONCRETE FOUNDATION, STRU RAISE MANHOLE FRAME TO FINISH 'GRADE, 2 LOCATIONS REMOVE EXISTING CHAIN LINK FENCE REMOVE AND RECONSTRUCT EXISTING PAVEMENT STRUCTURE, USE NEW ASPHALT PAVEMENT SECTION THIS WORK REMOVE ASPHALT SPEED BUMP APRIr! *0, 1990 I FY LOCATION OF EXISTING OF HIS WORK AND VERIFY WORK WITH THE EXISTING. ENGINEER OF CONFLICTS. PRINTED MAY 0 if 1990 WHI T ACRE ENGINEERS INC. SLAB, AND O w • 0 ra LOIN 76,800 t4 78,400 x.''.66.9 } r r 2S w I :,.._. 4" CO PWA1M N x281.5 GRASS t tall*, G x 1 It 5x !p* 1 ELEC. I BOX , II x281.3 -1 Stands } a z f ck I x 281 / .5, X273114 1 I 1 APPROX. - -� LOG. 2 1,/2" WATER LINE } X2b1.2 E LEC. BOX WORK GARAGE 'BB 4277.4 1 . r. ; __- _ f� ! r-. r 1 J J r \V { - - APPROX. ± OC _ J N L ' -: • 1 f } r (� --ELEC. VAU >,279.3 x266.5 GRASS x266.4 x265.4 0.1 TYPE I TOP s M:I -117-1.110104- LOGKIN6 L ID TOP" 266.8 I.E. 5:764.0 0E: h f« I I I III1111 111111111111i !ill Li 6 0 I 111111111 1 IIlIIIIII111111111�i1Mi11111IiIl y llli ?llil Il ll l�lll s? f! r. ..n "' ,sy' �. , ::_ .ti r g � <.i " ra .. •x �r�., y �,. r.. - ,b ! s �l�C" 2� .�.' +err � .ra � r d�'r�"t.?»'� .1 ��. � - ';rt �i '.���,r - .-; �✓ ?7 }' -..r . -s.:r. } ,3•,f � _ s - dT.r` . s x rY ) Pl IIIIIIIIIIIIIIIII IIIIIIIIIIIIII1IiI111IIIIIII1IIIIII II II IT III I III (II1111111111111 II ILIII•IIII. 1111111 VIII11 11111111illi IIIIII111111111I1111111IIllll111111 `I 6 7 8 -._ _ 1(� 11 NoT IT the microfilmed document is less clear then this netiCC, it is cue tc the `auelity cr the crit'iniei c'ocuri'ent. GZ 9 GL .e ez ee 1_G oe EA Ell Z.I. 9L GL tit sl et IiIi11I1I IIII I II;Ii illillilililllll (iilllllIIII11111! lllilllililiilllll111111i611lli r'. :t.. . �xr s Kr J` �, :r •7,. fix' -c .r .:_ r..�� „�i..�/ f r .rs. � r •.;d _ .cam `� �. iv?i:,..�rk•�;�, ... �i���. • ... e. • r .J_..a ........ r� off AWN lAstik tor tor 1, -. 1 . t si i Aim inn:, ,, crit #, r . ' '�QYJ � fl 5 lift c d F • . Yn r 11cf't i ,. Ht i t Level" Loo av : R414ei E,..1/8" r Lieber .t Frame Ca.lnr 1 Mi )`I Finish # ass (7414r: . Cleat 1 t / wY.tf ;paresl;i � - t car h± . t 9t air Pt Y10* A1 � su 1 t *Ai w ‘4000' r<, Hal dwxirq; t tie pr • ►it1Dt,�8i i fpfir lti'Ck, 94EIlt'� +�>kp�tliMs. wa �th*r r ill ei94 .. s` '. 'fir lo toe* r +rant':''oint).* . .-. rf J �0 t9 s►k w Y"+ W ±P bt t# 9F .a /460c% . boOrove u •' *top +L ' ., -k1�4 X'� Caw tots TOTAL. . , +V 1171 WI., Pit. E . OTC 14 • FM .Ks esOar ARO. --,F.. 1 t t INTERIOR V►1A1. LNG,T 4 41 1 ='1'". /t ter 10 .,4 itk trlcites f i r and iu 44# i 14.9en4 , r Un'11 �6 • •nbt. tt,' ) : G Ci Yl ] .01`1 Y' . .., �t Wk. m - l 1k; $1 d l p►cares� ea n "i s� • :. .1... � �. +� � o tact . Sy 're 2 nq Sy$t toa1i tie br, *ac d for. I Stet , l tads' On e m . ve s �r: ,b,ar .r 1. r. h tI . • f . �` • ., ; �? .. � . . � . E b , £. see t � � 3 ied - . +� iz wr�c r �1 P li � r. n ..., .,'. ... � p +fit~ � l 44I-I es- it # f tv S? 11 d s$ � uopprf 4x o4 d t ',Oh/4V' be 1s 07 ?fit m c ' r ] .LcI.' 1 ..ter ;toirtls.'ra ()thee!' .�r Ct' ..'l 1�' F1 . zrtrl .: o Y , . ..... ., �.4 � i� , 0 0911 ,f11 t ; rsiincar tP € �fbs �w (ntausS l#� l w . ' fit =1 0146:t1.40 tc' h t } t IlJV"a -+ p I NOTE : If the rnicrcfilmee document is Tess clear thsn' this notice, it is cuc to the quality` the oripinel c'ocument. O r (' t3; Le 9,, sz lie ce • ee tz oe bt ei �� 9� �� +fl ct al a pI 6 8 L 9 Si' 1, I i � III II!! �I�l I! Illl�llllil�; lll�lii��! f! ill lillll!! IIII! II! �II�!` i! i! 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Jai •t ' & Rdf -t ers,i hrm /t`lr• std its Metter° - . b +t tea-% 01 t t: v!wted‘ Shee k i sheath a h ' Iri l rtg . *ha l 1 !�� Ah►atR�' 1.c drt P # y wood Asst'.:,,4. w f ot•Ar . f ea a tz e w• {�.r�e . .. atoed par,itt i, bear 1 �'Y� r1 A .4;4, r t r .., • t -*!ut1 ,tt C d veneer'. tUtnbaer tt_.V A. .) be Y � e t C? be < 1Y1/tT�#°Yf,:'P#gct { a u1; . 443 per . �, e� :� s t r t 4499 r . � I� U. t 1.1 F t* .b* i �,, :- r : • :$?Q. Ifi tart` p.. * T yrIe�.. 5 ahO t)HC Tab) 47 , . 4 3, unt0e1 ro•tett ofh • <wn Nik ' ,. ,;l.t` } 14 , fA AAA i ),14.-S• &Mr "OW 41144 '. A ` Y : ro.e. OAS+ — gases, 4 (o) I mo_- ..__.._.... pato tai L 1J1• %° IL ssawi. T " 1'1.11 lip+ 4seive+44► Jost.4r Aft4CPW it t C 44rkit 44 " Sox NAILA i26V4ALL T 4 . vies Ito i tif3&Jt .A°fl0P4 ...„.�. -., 01.04144:1421 Wool 4 til;ag"I'' f I261 e uaa as eemas? ig,i -^-� -y (f l40. - srrL o> % fi► A 4: ft. 40 :P9 24 Vof itoft - ;N t.. --- . • 4ai L• '4'-O" t tit, PLATC eN u i w►I (e6) Mild (14 ) -.1141 (�1►Jt4,M (' fir. rt�1 tt"9� Fork MAT 't. �} P. • F. K ►e Zr� • elf G - �...�. (4) IS.) et. • 1 LV.L. !� x Lotarlsj .._ fil x n .2.0 rqo tail 0 42t. x . LAW () vJ! • M%h't+ tJt4. p•I* (.#41 0 .C4`4j.l YFiarptit sr. i uxs • itkitcdo ) 1Dr 44104441,1' coOlft l tlai tut& > 8A'' MIA og? 01 Pact7F MA IA ipr j *tom ' �, �t 014 4:` °4' itos iI W --- — "r''- 47. 14/ -4 TO SAIMMIkOr • J • rr; • t _..... .14 4 f 1uo+• i t ry alt r► fi,sture *. 8 *y -in dkffueirt t.e$ receptacle 4 platx re op ocle, -- - •-r- -I. ClOck receptacle (1 • °--- � Clock receptacle (1o44 voltage) ---_---- 34jftw c i is'E1 ba M ------- Ceiling light -- -._____ _ -• Wall l i g h t WN 1 M0 0 t i i nq• fain * n • L. pals eywite:h Three way switch Thermostat Brook glass station Fireq alarm horn Flush elec. panel Smokes dtttec Disconnttct owl tch ----- Meter base �--� -- °--.: Fire Al Raac*ereey Only * *" CITY OF j`L'tWiLA A nvlED U y. O 16 IIM IM, • 2 1 �� +l9 . r. 7i "4 I I I!liii1IIII I!{! I! �! I!{! I! �! I! lili� ! fib!i�!!I!�ill�ijl lill a`,.ji{ �iI1,ll:ili��l,jj!IiI!I.!f!i!I J r 6 7 _ _ 8 9 10 1 1 MAOEINrEPMANY 12 NOT =: If the microfilmed document is less clear thin this notice, it is due to the quality or the oripinel document. O rc' fie, Li; 93 r: SL t, £Z ZZ LG UG fit $l GL 4l SL hl £L ZL Ll UI 6 f3 9 S i I I` I I �i !il!III{�III''Ilifill!III!IiII! i ll 11 �!! 1 ! iII!! fl��lll!! I�I!► 1�il 1► 1�1i1 !�II!I�lii!1I!iIIIII!{III!iiI! li! Ilfl! II{ !illlliil1ll!I!!!!!1I!III!iII�! III!! !1!{i!!!!!!!I!!!I1!I!!�!1!!ili i� �I I I' + I 1! 1 ,. I, "fII I Ilii .11 1lli Ill llliW t; t '4" U I! II{ IIIIII lII(!iiiliiiilllii�ii!ili!ii� �r,- a , Cr�:r::++f?rtrnd- •113mf',; ?:: -z.: s • 'f'r .?i ✓.�lf,!.p '!t- •'7"C�ii- f"'Ri;�sr/ L��!.. �'v7 ft'!?/r :zrx +ns:u,.e•v.:,:. s D A BY 4- RINT APR 10 1990 gp.vtiiATIR54Trirme. • •■••••■,...b. 14, C 7 f / k • I ? ArL4F e offs' 0.c. 22' c-,Kircr — ; ' , ; I , . i f e I FIELD 114.51 e5fRIPC WAFEKASI., w)ce: Oz)w..69v%.e lioAA•>< \ I V ' TA,At.-1 ; •"....• 44 : 4- .444. 44 14.44. 4 4. 4 L ■ • ^ _ • '1 , • - ' • - • ^ • r - • 1, ^ • • • - • • - • • . - • - - • _ - • • • _ • - • • • • - - • ■ • - • • - • - • • • lt,INe WARMS ii- • • • LE:Vt\I 1 / 4 1 -1 ' 7 -" e ' 0/40‘0.04 Ae.C. VA 1 -.6' • ••••••• • ; H ! I ,;■ I ; ; • 511-1P. w/(6i) /%4 • i i2 L E Ace...4)56 PAp--) 1.444 74444.44444.444.4,44444.444.44. 4 .•.44..4. 4...........447. • • • IEJS: - ,,gAISILla r Ly_HeiLitlllika I Sidingt X. 'rt. VIGA. coma Rompx °Ad; oveg "Vid KAP** NOW • A Rs°•9•.' Ji Roof sheathing: VA RAMWOillisOf0i4 w i (34 x . stool" 4t 6' o/c edg0 *n�1 e" oic fied. " • • • 3 Skirts s samie void 17 .14116 C. .47(§4 Corner hattsi 1 X 4. C4 ' 440W4C. Module batt4 1,X ( t1 , c4044 4 False I C4.1gAM arghtkit Barge; I G• d-445.44t, Cf/oNZ Window triMi.fg %I 44,11WM. C.OPAK Door trims Shale molding Gut ter 3 Pk/ 511't ‘,..osioww4oft, Downspouts: 1 4411E exotretke.1254P., Fr in .11'01 x past a a 24 o/C. lbSulatiOnl Beams: (XXI 1-1/0" aciv4 cont., Lam na4 YiglIgitor 1 4Thl:Asit - b tn 414 Vilf 1,$* Sever $tyle) FibergliAtts. coctip. 414 'tbYlgr (e) 1:awls's Pkiund• 1 <el t • - • Mop •in 1%t inside wan I irte eave • ')] Yes Ridge Vent: LI No i -;....,......:..L ,........„...„:_. „......„,...... 1 i • ' . , ; 1 • jg,att • 1 /- AI /oft '- I • , 1.0TOIsit,S A. Lumber ' (latest B. Sheathing: C. D. IL C . E. • • c4Mi' spre4f1 inte a cL 111:A: In t r.00te0 : 1, 4 . ,r 6 nd 4 r . P -retto... atm.* !etas 04 I1J 0401 ,6 440. 10444.4... LE1.147'14‘ LATH . oAqm-Aitv NAPgtm srintA1 ,.r • I ! • • • , ' f • , t • !. S GENERAL NOTES Ail lumbec is grada4 per Western LuMberr Oridtryg 14010 editi:Ln) published by We Wood Product oCiaction. • Grades: hem/fir standard & better k D, et'~isrwiso noted ' 'Rafters% hem/fir Std better unless otherwise Exteriot dimension re to unless noted,) interior will ckimensions are to unless notod.4 1: 4 1 ' ' 1 704 , frit , 4 0 11 4,ttitir - • A l l abeathing aha I i be American Plyysoced Assd pr ef al-mance r ated panel a berir rt A.P.A. teclie.tered" trariemark",: t.aminatecl veneer lumber CL.V.L. k beams ta ManufacttAreg,s% pat C.A.B.O. Report NER 126, - and I 925 507 , or C�0; Report No or ICSO No, 4497 H00/44 1'0.10, FtArlq. astenirq to be in accordance with C.A.0.0, Report NE44-a,7,,_ LAC Tsb le 25.-Q and upc Table 47-0 & J, unleds' obted outside face .of staid. cintar i 60, 4f stu0.% (TYcalc,i)". fir sO dsmensiOns are module frame tliMensions-unless csspended ceiling systems!, shall be,brated fnr' lateral . loads per . ' . JF LC. r� . , 11.,3!ta !swim- vapor bark- yer shall be - inetalled on the warm Ci jf t; ior wa11%, - rloors, and ceilinsifis o heat1 bi tii gs• Wr • vcipKir bar r ia rexPosed it sha,11 be PS-a5 or le5s. or U i1 cei ling - finiOes r4t.:90 Cli%! T, COreidOrS Class II Lother areas ' !I oc 44ii treatments, git,Cc- .0 them nOn7tom4uetble, f.. 11 . • 4404404004$4 *Zig, ,tisPiPatiex, :• e 100e; 4. tirr ) 07t *31'0k ; . ,114f vakyt., 44$44 sh(0404 *OP • ; •, , ar-it %opt 11; • , . , • 4 jite te 0 16'' 0/,C ' ' I * 1■• ) / 3$.401 ; 5/151!• , • - "MO Cmiy v uttA tt: Coffi.rcjI caf-POt Ofisigrt kettailk.:.114' , ts4 1101044 44?"4"titlst4.W. , •••,. $000,0#1 : Framsi COlers tr34 G e,iiss col or: C 'ear . = Headdr ' / � ,Dft4 cl"Nfpica,C , 'i" 011 4 !; - • 4k UV, ' ' • , , . . 1407 . 0 0 4P0`,i0 • • - • tt i'r •: 440'. • *4?140 • ' : •-•;: , 0..4 ' ,. ..,. - kiatio.-r.1 , • •-.4.— 4..tt,:t1r? 9,- I4Iti.,---444iy:: tI.i.r7 !: : 14ti v ... r.4 „ . . ::,•,:r46,0:*:".7.1Tzsill-4.nits,`..t,i,-,i:r,,,.;,.'rk,,. ':,cii-•4,i1:'1i.,400.04:fx!1:7' , r: v 0,41,11,1 .„.„ .0 4 .0. , t :t43 ". fi -.:,, ---- 4)ipp.45:, „. „.-:...--. .re f. 1 4 v.rMirittavie /APE ,Xxis FLootz -row! p r rs C€4\IFE.IitaNC.f." s i e igtiA.. r ,6 N VIRECTOM.., lai010-Ne atetiotr 13'- 104 " ie 4 ' _ _ ..______ l _ _____ ____ _. _ For40.4e - 1 FRIA0griV:10" I I • A / 3 , 7 , ecll" ,// _ • _. _.••__• •_.._•• _ _ _ .._____•.__••.__• j 4- r-e)''11 \ 4.J 6 g.1104.41, moipium • PLOst k4- -4*" Atot..el t . garr-svwmg-zgzr------ 'Pk/Ain N A NLigf,le I E 1 I 1 . ' t 0.. i .1 .1/0 I - s 4 1/14t / i• .. ..1 s 4 P .- ii " , . • • , • . •t. *7* • :•• • •, • 414 J . ''"`'% J2444W•4;4 "\ %;: . i .-": 11 r1 , 11 1t i i w ill 1H 1111111111,H , '; r • 0 Mmt.fm. 2 1111111;i111111111 6 111111111111111111111111111111111 tIIlJIItIIII 7 111111111111111:111111111111111111111"1111111111111111111111 8 6 1n 11 IP) ri PMAtiV r NOTE: If the micrefilmed document is less clear then this notice, it is cue to the duality CT the oripinel document. OE I3c . Le Se fie ce ze 16 de 6i 471. zt 6 8 9 ; • "" 1 0141 1 li Ohl di) I H11111 IOW 1 161 H4111 111111111111111111111ffilMillin H111110111111HOJUb10111111,11111H1141111111,1hUHIA1111111114H11111111)111111d!.11111lq • - '; ';'113 : , • , . . - , f .,t • -. ,. • , . • . I ▪ . 0414 ' • • • •-• s;• • e J,L, qct Z cgivaag...,,rd. 4 .t -4 '4 gi 4 A. N t io 9 g.__J .01'w tkIkk.l ; t; u t 3sctilil/e);;; 41 • 4 4 • 014.1-0 tr.) fon *11.0211 6 011-NOWA: .„. PtWWT NVM Qv ilkr Ix 4 ,L4rit6 3 CrC 14ANL... Cot..4)1411 titcPto• Loot, fM v r -e sitf ett a. 4 • *44 &MK-04 a 8 Ito" 0/4. NEM y4'4640, 4 4 ="0 T'unr4 APOW44 0A04 cz_ 12.02F MAIZIZIACIE/ BWA\CE, CexTAI 4 elk 9 11 .: A 91.4".1 - 01 ea od GOP lio met, Paola r-100,44 Metarr BASS , t -------- Fire Alarm Raceway Only ' <l emE,Ftte.,61,4ct twrrervi P 1.-140TIN4 VeNte.4 V4/ (2) I-WADS. ,tr% l'l-FA4ONe: PtAirofagAke u f=g) • 2 x 0 ley-in diffuser Duplex receptacle 4-plex receptacle Clock retoptacle MOO Clock recmptaele (low voltage) Junction box Ceiling light Wall.light Ceilin4 fan Single Pele Switch Three way switch Thermostat &weak glass station Fire alarm horn Flusli elec. panel Smoke detector Discehnest switch V-114P.4. ' '"” • ht. ,•■■ 1-1 • ttit;te• 85 6A-rai • Finatta RUMMER • ; 0 16 ill!. Ir.' tt 4 6 7 8 111111111111111111111111111111111111111111111111111111111111 9 1 C) 1 1 MADE ftE FMANY 12 NIOTT:: if the microfilmed document is less clear th.ch this notice, it is Cue to the cuaIity of the oripinel eocunlent. 0E; 0, 9(1 se. •e ce ze Le, o 61. SI LA 91. GI i7t Fl 6 8 L 9 hdf,PIIIIHIWJIIIIIIHOHIHffillid111011HIMIJUI111/11,111 r • r • rr: . :rr; • .;.;, - 011411d1111611,1111IIHOIH16111141011141, Wd 01 & 611111111 W 111 1 1161101 1 11 1N 11 111 1 61.4111WHIIIH166&616111h1161114411111111111146.111HhId , • , ' -,"""" ■•• ,. D r r PI E1 At - - b- ---- -� 2 ; A3( 4 I M k tt-ig c' 460 at u. etir 2.3a Gr X4 A W 12 ( ((' a..c. • .:: 4'x.0 'r $.)# $ f MQ 13 r L P 2 40 i ,.I -4 'RAN 'vi CNA/ z4( 2: r? Eagbakmata A. All footings to beer on native undisturbed soil, Local Cade concerning fras :line. Minimum 8. Concrete strength in 28 days shall be fca2500 P.S.1. mi+niMuxr." C. All steel ,anchors and reap- in concrete footings to be 3" clear minimum at bottom. D. Vent crawl space t sq. ft per 150 sq. ft. floor area. All Lumber in contact with concrete shall be pressure 'treated .e54ecubic toot C.C.A. All lu+st>er in contact with earth shall be treated .40M /cubic foot C.C.F. No lass than 43 hour% prior to excavation, ratify utilities of intent t b cT i g .� r --- .� ✓ "- _��_ --v -- ,�.-- �.,� _ .. _ . `,. �- V i (2)Rake-es (Oct. pr. la 3�¢� x Loakt 4 (2) p.r. 6. 04 vrr� (i) e i x lG C-444 ar/ (c) 4x5xifiv t4 €A9 4 y0• "' CS 'Y OF TUKWILA )R0 \!E f ,AY 1990 �1 r D 1. ION DRAWN btV: A A AS 5.16 - (14640i Soft, R IN TE APR 10190 CL :+' �.#: �a' dfr:+ F�.:+:✓t` �e# �Yef .3#ad�i�`i.(�Z. <- -.. �->.; 1III1II ,II 'Hill WII III I!Ilili1111I liIIIIIIIlli(Ill1i1111I 0 tt.uc :nr'. I + ' 1'i'illlll }'I111�f I I I I I • _�:9, .�� 2 �'i -'I", iFS _ri'� � - ., >_�i . {l:H. �_ y. f.. .•r.•n c.�, :`�.� . ?3 • 5(.+ � 'a it l1 1 � i 1I I l . i1 .. l 1I` • /► 5 6 7 8 9 1n 11i111 11111111111111111111 1 11 ML!li `1 GFF VL 12 N3T7: If the microfilmed document is less deer than this rcticc, it is cue tc the ciu &lity of the cricinel c'ocument. €;< 71 £Z %c: LG bL 81 Ls 91 cal + £l Zl LL 0 . i 8 L 9 c; 7 w 0 ill I 'ill l�'u I I II I ' I l I I I � � L v + 1 1!i1 1 1,1, 1111111IIIIiI1111 i 1 'Phi!!! I ll l l 1 1 I I I ') I I I i I I 1 . I I I I I I h 111 { I :'il I I11 1 1 I 'Phi, I IIII !III � 10111 11101i1 WII III 101.111,11WI 11 111111 II lili 1111.11II,1111 illil • Can itiffd mwal 1 4 IL - FP1 ••• - r , r MATERIO,LS A. Lumber: f la tos t B. Sheath ing Al 1 sheathing sha 1 1 be American Plywood Association preformance at panels bearing an A'.P.A. registered trademark. C. !• A M i:nated veneer lumber (L.V.1....) beams to be manufactured: es . per Report NW 126, and HWOMR 925-AA. 507., cir i::30 Fpor . No-. 3575 or ICHO No. 4497$ HUDrA 1210. D. U)fling to be in accordanCv with 'C.A.D.O. Report NP 43C Table 25761 and paC Table 47 3, unless noted otherwise, corriro-51T art " a. s. 51-1F.:114 N41 6:turn:R. F 1'410 vEN1 e (x) e VrAPTVP. Erpfxkf - -tace-4 , 4s tstA S-#11X4144 40:rsf Of 1 131,41C.7( . ) 'Le> L. 5Vi," FASC4A. \ 2. x (p RIM WO) (2.a Mf‘t 11/44AL 1t A. 4 oivr .S1r1.1C-E.1..60-1.°111P, )4 1-114... 4 .. 4 vrupso 16*I r iJ r iJ t' L £211.1r2 €,) 4$ 4 5e4; NSUL, .1<ticf.-r Rim 1,4/ 12. 4 0 a e.! .91"ite-KI 6 Ile* t-Jiklie.5 4P " Ofe rr ;4, 4 cisACKitiCut cx 48 c,c, All lumber is graded per Weste lumber Grdtru Rule &di tinn) published by Western Wood Products ;ASsoc I umbof Grades: • Studs: hem/fir standard & better Joists & Rafters: hem/fir Std & noted Pitt: .2.x c ------- 04W I 24 tip° to, C. (0 41 ' 6,x t Rgom4,-, (VP OA. 2,.)e aeA?f,_ "(4.76 GENERAL NOTES •• .4 ir YM • 1 \-- • `7. r J. x,,d z4 C ix& xz Tot.0-1 4) 47 OM F.4,r2 • n101 520;4= - IctiissiOltklegt 04- K.D. unless Otherwise noted er bett K.D. unless otherwiSe . vint etv-PFLE: izApi frst. zge4 "o/c \ t ; 1,, 1 ' HS 14 /(3,) ..t441.0 4P1 TO NALL- PT 474 43) eVe- rAcTA, cur 17? • Y" V5° yo(l- C...0V51!g,P9 NAAS . .44 s Vey T4; 'STURM F1.412:14. tAll*FL4M. s • \ P, PLyWoom* ..c....r..:ww4-0W7 • .- 1 - 4,c ‘ 10 °R Jovf.traiT'5) ' (&) LAtiost.1 bQ L. 1. 4 - 2 • 5e c7 r X x l ' 4 R-11 1115 AP -144 cilia -M p_ FkirWoPP 10 .k.v1P.' t-ocx:6 PEWBAL A. txterior well dimensions are to outside fate of stud. unless noted.) S. C. E. F, k I Z." 10 F-Lepm, I fr - 2 4 (4 x 9 mate- r0Vot-1 E?%( cyrt-i O.R.5 x fa rflT 3V- • I interior wall dimensiOns are to centerline of stud. (Typtcal unless rioted.) far id di.mensions are•module faame dimens ons unless noted. SIuSpended ceiling sh ng systms all be braced for 1:Literal loads per U.L.L. std. no. 47-18: 1:11e perm vapor barrier' shall be inslalled on the warm: td.e. Qf te( i or waljs.,--f ioorsi arid coilingt Of heated ticlildings... Where vapor' barr'i,er is eXP6Sed it shat,1 be FS-25.6r F i0a);;; 'spread - interiOr wall and ceilinij . she% t� 'rated fotiolS1 Stai 'Class I, Con rIdor* 11f other 4reas- - C1 t; '4 ; ind E occupant ips window treetTentS; 0 L. tio treated' td ; render thom ;odn All ductwork shell cart 'to 'UMC 402. • • %tat • 12 (4/ Z••••Pe(.0 Ti E• le) ." - ---- "7 ...T.:.. _.., ... - .. , .. .... . ( ' •••••:.,.. 4.4 -- f V \ L\ • , Y', / \-4" \.; f l A 2 ) !, k, ) C il k ' I , \ f 1 . ) 1 Y ' ( V \/ . _ , , _.:::-...._.. .. .___...,_._Ni • - 4402 7 1Z2=I:V4r-r.,•,^,.. 0.t.rrho. f*11 * 1.__ 1r g,.11ttit° 3'. potter_rOlt. - A I H •••••••1141•■■■ 4- RintAr- vakir 4.14 if ,e, 1°.1.411• , 40-S , trJA-$111.4yr Aprif491E <TvOcal 444 WOMO-4 °NW 5At.ot.) i‘likrt:a4 NSF% coox kor py $11-1$'51$1* Erc•A IV (1 Ito aik. x 5.--0)41•10; oro 1 ..44,1144 11\ tvAr • Siding: 5/9" T1-11 Comp 1 y APA 303- • with 6d " 4 6 oic • edge and. 12" o/c fifeld, 4" • grooves 0 Skirt: Corner • bd. I 1 1 01 , 47t ., ; -..vtocr7 I I 4 - sum a siding. 0/6 el 4 0. bat t.s: i /2 x 4 hd. Module batt: 1/2 x 5 hd. bd. Fascia: 1/2 k 5-1/2 hd. bd. Barge: 4/2 Y 5-1 / 2 hd. bd. • Door trim: Shake molding Su t t er tte *Tr 6 Downspouts: 2 x 3 rect. 8e • go. prot Pbef tv,„ Roof sheathing: • th 1.!1` ga. staples at 6 0/c edge "and 12" 0/c field. • r: N.FraMing x tifwa at ail,- � /c Ins,ulation: R-30 NY 1 or. tr. 19 ' 44.14. 44 4•••••••■0 • 411111•0 II EA-11 1..104-re • (I) Nr.Arp • elmertoeIruy 11.-( )4.10AP • • • Roofing: 215* (Ca e ssic Saver Syloe) Fiberglass comp. shingles Over () leyet'S k5 pound felt. Mop An 1st 2'0" inside wall line at eave Ridge Vent: 10( Yes [iNa N. - • - ""■"iv".'-'' • ; • Vita ,,,,, "" ._, -V6t 7 1.1t .) 1 ...c Or krt-i 040,4 .0i: ) H.. , r-r" - 1 6V-eto - : r 7- 1 • ' -1-71- 4 ' . • • , , A-r ekaafilligiVIKS WA is Ex tew ior Soave En ker icor s cm, Sage/Via t.nkt Kidfra.P Jriterlor Finish: WviNVIL... 40voexfa 4 Insulation: R-11 Floor: 11444:1■4 e," r ubber 14 1-4 OM' 0 Stud 3 2 x 4 0 16" arc . r0 • A A oist: 2 x 10 ail. se 0 -1" o/c LIN T2. r•#24eri4P8 x 10 136-1.0w WA1.1-5 . CTYP Sub f 'oar : 5/8" TG Comp I turdi ff filaws..igi (AI Co *lc ADefig 4 lagoir.. F 1..1 4 cii..tat 1.4/ APRWoVirP InSuIstiont R-11 ..4.eAte "..ttiMmiC, A P ive WET' VINtY1- : It( trOtog P I 4P.PU'r . 60110 Styl: Metal insulated with o wod jmb. • HaYdwarfel 1-I/ a pr. butts, leVar lock set c toser weather strip end threh° Id. • $...4441391X MitiNst4 proti. (F AO" 4 OurrLetr TY OF TUKWILA PROVED t 1999 te AY Ij p. ! n ic- • • •s. • • I 4 • • * • • • • Lt• L.9 ;. ' I , 4.444 14 4 44 4 .44 , 7% , 40` . 4 );;•4 44 . OXI g.*:•-„D -"•"• r.;;;ZO.... r - . •.'•'••••• • r • •••" *-• . ' " • , ,.::•" - i i ir i ttivrw,491ailia e- • • • : 4.4 ' , - ;7,44, .4' 0 • 2 2 5 6 7 8 9 ln 11 rF 4/ 6F1..*V.I N13 If the rnicrcfilmed eocument is less clear then this nctice, it is Cue to the quality cr the oripinel eocument. 0E, c' 4c: cf, se tie € k s o bi el LL 61 531 , 7t CI. et It 01 6 o L 9 9 u 'I Ihmhwhilih!;1 Ilhb1lIIIIIPM11161111101111111164111111 166d4 mOwIlmWr o lm16 0 4mdmilmdldmdm;604WwWwW jmh ;11611111111411111111111d11111 • :ftvi COO .!•-4 • 14144P. r. : • 1 • • - .. H. W • Jt. • tal .1 Al 1 footings . to boar on nstivea ur►disturbed soil. Locn1 code c ncernitg 1 Minimum soil be rirtia is 1500 P.S.F. 0 C. All lumber .050icublc be e;.restad Vent crawl No lees then 48 hours prior to excavation, notify utilities of i ntent to t7i6. / - .. . r• .. .- •.�.- -.^., . • rirrAL &nom ) ' `r 1 11 w / C o d e "e la 4 x r. ,: Co - (5) 40 x1 -4"k R £AuA4..t../ e 60 .. 44.,Terkt.kmo � EA. 4)e (T ) o space 1 sq. ft par 150 sq. ft. floor area. in re ;,',tstt w:th concrete shall be pressure treated foot C.C.A. Al: lusher in contact with earth shalt . /cubic. foot C..A. N f+ f. . X6 C,00f =" . 44 4 PO$If yt 1 I i R.45 1.4 X4.1. Of ,t. PPO\/ 0 MiW 11 1990 AS D NG D!ViS ON -�r q •>f r' ti . v . .. a -- - ..': �+�+ +� +;! +► +�Iil�+!I�I�+I +�+ III! +i + (i� +l1 �II+ + + i�l► ►I► 1 +l +1+ 1 III 1 111111 lii1li111111111111i1!il1!1I iG TITS i�liiltll ll�IlliI�I;I�l�lilill{il�lill 1n 11 "Ar'""'" MLhY 12 44 5 6 7 8 6 - -- -. . fib i NOT": If the microfilmed eocurnent is less clear th-•n this rctice, it is cue to the cuality Cr the oripir 1 c'ocunnent. o : E,' iicf L;'. s+. .' se fie Ce, eL Lc, o OL ill LL 91 ,I, 71 ,._ Cl .Z.1 i G 9 9 4 L l Y/Y+ I c 1 � I ( I I 0� 6 f3 �� : u ! 1! li!! il1iiil� !IIIIIII!'!11II!Ili�!li!i!!!! i! , I!Il h !! III!! i! li!: 1 1 1 1f !I!lhI11,11111i!IIh!lil!iii ! iiIIII III!!fill!i+;llll!II!I!!!III! 1 6 1 i! II! IIII1111I111 1111111 11111l1! 111111liiiil, III'llllillill!I!lilll{611.II'! 1 1 f 1111ilii i I I I lit ' h ' i II I . I ! I �!�I III�III I ll i�! IIIIlIl�I�i� 11{I�i{ .!11!i,lll!I DRAWN 6Y: P-413. REbiSl: 3.44. -9 W : ) -i -90 PRI N T ED APR 10 1990 J r1 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 x286.6 PRA May x281.b� x268.5 ELEC. BOX I ri APPROX. --- LOC. 2 1/2" 1 WATER LINE .i, , r L7 i x213.2 A x281.6 1 I / , j / .,,,,,1 f i / / / / / 1 -4 : x2Fi.4 ./R 80.?2. r' 00 / 1t. (N, WORK GARAGE x287.8 -_ 6' CHAIN LINK FENCE ASPHALT DRIVE /1 . r CB RIM 280.09 1E 279.1 El.ECTRIC Boll Field ELECTRIC VAULT x268.5 x287.3 k26S: VEHICLE APPROX. LOC. 3/4" STEAM VAULTS )x280.6 x280.4 RIM 281.79 AWED 4 AVEL R,2AP REVISION x266.4 CB W /SUMP x2'9.6 i, CB 278.08 gp IE 276.9 i L��'5,TYP 30 GAS 7GP' 211.2; I M TER�E. _ ZT5.55 4540 SHOWALTE R 5ti oaL N 76,400 ASPHALT ;' ( �.- . - ---. lr �.. x278.7 5/4/90 :LC 270.7 C TO ( OOF - AT , ' 0 Ill TO I51 7% MIA.I. 1 Et LAY SCALE NOTED S • REV. GRASS x265.4 allUNINIIIIIIMEIMMMINENNIKILMWZMNISralealefter 1 � /15°7, TYPE I W/ LOLKLNI•a LID TOP. 6.0 I.E. *204.0 Whitacre Engineers, Inc. Ccnsuiting Engineering 8 Land Planning 2124 SO. 'K' STREET P.O. son 5577 TACOMA, WASHINGTON 0$405 (206) 272 -5144 0 \ ES \\\ • 2 25 r' ( 240. i D >UT twee 4,0 a 40 5C1�LE IN FEET i,. E E M P DESIGNED CHECKED APPROVED MON T T T r - 270 ---- AWN i l3ZAN IZI H FIELD BK. NO PI?D1"05E-t7 5TOtM MAIM 'IW 5E - P WATE LIME PE (5I-I EX 157 A5r1 -IA LT MEW A5NALT PAVE - ME-MT U!? OVE-RLAY 5E-E 5EC1IO1\1 `PETA iL LE6ENP SECTION OR DETAIL IPENTIFILATION SHEET NUMf5ER %ELTION OR DE'TAIL SHOWN ON 5E‘TION OR DER, PETAL r( �p TAKEN FROM CLIENT DRYAN T 4 49ZIATE5 , P5. 204 Ili T$ AVE. N.E. I3ELLEVUE, Wt! . 900494 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 11 1111111 1 1 III II.II III I, 1 ►1 � 1 1111/111 .•11111,1. ! II II III111111i11111111111111111111111 I11111III111I IlJII 1111111 1111111 L ,I 11 11 III IIIIII1111IIIIIIIIIIIIIIIIIl 11111111111111111 I1111111111111111,1111I1111 2 4 5 6 7 8 9 1 n 1 1 Mani R.,ax, 12 1 ,_....._ _.__... NOTE: If the micrcfllmed document is less clear then this 1 notice, it is cue to the quality or the oririnel document. SL hG £Z ze 6G pL bL 9L IL 91 yt in £i Zt ll p( zi (3 L. 9 !!iI1',11.1h O III111 ! 11 h 111, 1111111111111 111101 IIIIhII II IIIIIIIIII I i11 1 1111 1 1111111ii 11 1111! 11 !i!1l111111I1111IIIIIi11111111 111111 1111IIIIIIIIIIIIIIIiii111111111111111III !11111111!l1111111I11111111111 1111 s±fl- 0. ✓r r.. ., f. -7 ��. rte. +C __.._ S �:F • ,� if s✓ z L WIN U ! IIIIIIIIM11 1111111111111111 L - 16 1-1 13451P1 STOK'M MAKII -TOLE- TOP' OF r3AN I1WPO5E &I?UUWtp LOKITUUI? P 'o.v3E - r7 E-Xrt ?UI7E -12 LEMEMT OW. GLX15 PROJECT MOPULAK 1LA55R©OMS/ AI ?MIA1. SUILPI SOUTH LEN'TRAL :;GHDOL Dt5TIIGT t'7. 4.04i TUKWILA , WA. RECEIVED CITY OF TUKWILA MAY 071990 PERMIT CENTER GENERAL NOTES ALL WORK SHALL CONFORM TO THE 1988 EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", AND THE CITY OF TUKWILA 2, ^ &tl CNTS- STA.>,f.D4rR DS 2. CONTRACTOR SHALL SECURE; AND PAY FOR ALL REQUIRED PERMITS. A3. STORM DRAIN PIPE MATERIALS SHALL CONFORM TO THE FOLLOWING: 4. CATCH BASINS SHALL CONFORM TO THE FOLLOWING: TYPE 1, WSDOT STANDARD PLAN B -I, WITH SOLID LID, PROVIDE LOCKING WHERE SHOWN TYPE 30, PIPE INC. MODEL 30, WITH SOLID LID 5. THE STORM WATER DETEt4TION AND DISPERSAL SYSTEM SHALL BE CONSTRUCTED PRIOR TO PLACEMENT OF NEW ASPHALT PAVEMENT, INCLUDING SOD AT THE BIOFILTRATION SWALE. 6. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES IN •ADVANCE OF HIS WORK AND .VERI?r' CLEARANCE OF THE NEW WORK WITH THE EXISTING, CONTRACTOR SHALL NOTIFY ENGINEER OF CONFLICTS. 7. CONTRACTOR SHALL MAINTAIN A RED -LINED SET OF AS- BUILT PRINTS DURING HIS WORK. LOCATION OF UTILITIES AND OTHER STRUCTURES ENCOUNTERED SHALL BE NOTED. .THE CONTRACTOR SHALL DELIVER THESE PRINTS TO THE ENGINEER UPON COMPLETION OF THE WORK. 8. PROVIDE TOPSOIL, 4" MINIMUM THICKNESS, AT LOCATIONS WHERE EXISTING PAVEMENT IS REMOVED AND NOT RECONSTRUCTED, AND PROVIDE TOPSOIL AT NEW EMBANKMENT LOCATIONS, AND WHERE SHOWN. TOPSOIL MAY BE SALVAGED FROM OTH,ER AREAS OF THE WORK, OR IMPORTED. 9.. HYDROSEED ALL NEW OR DISTURBED LAWN AREAS WITHIN THE LIMITS OF THE WORK. DATE NONREINFORCED CONCRETE 3, FOR PIPE SIZE 8 REINFORCED CONCRE ;E PIP PVC ASTM D- 3 (L3A 5M0,DTR I 7eRIOR 01P5 T4-12 CONSTRUCTION NOTES 0 CLEAR AND GRUB EXISTING TREE, 3 EACH / GRUB EXISTING STUMP, I EACH 0 DEMOLISH EXISTING CONCRETE FOUNDATION, SLAB, AND STRUCTURE RAISE MANHOLE FRAME TO FINISH GRADE, 2 LOCATIONS REMOVE EXISTING CHAIN LINK FENCE REt1OVE AND RECONSTRUCT EXISTING PAVEMENT STRUCTURE, USE NEW ASPHALT PAVEMENT SECTION THIS WORK REMOVE ASPHALT SPEED BUMP AP ! L 30, 1990 6RAPIN6, ...AINA4 PAVEMENT PLAN DRAWING NO. PIPE, ASTM C -14, CLASS INCH AND SMALLER E , ASTt1 C-14, CLASS I I OR EQUIVALENT) PRINTED MAY 0 4 1990 WHITACRE ENGINEERS INC. 6091 1 a APP ,, : x ,4 7 4 ' • I ` • . TT• 1 Whitacre Engineers, kic. Consulting Engineering & Land Planning 2124 SO. 'W STREET P.O. 80X 5677 AT, TACOMA, WASHINGTON 9840S (206) 272 -5144 SCALE NOTEP DESI GNED e DRAWN .UZ4NItH CHEI D 1-FIELD R!( NO i APPROVED CK PROJECT CLIENT MOI'uLAR 41,A551001415 / ADMIN. 51J1LPIN UTH EENTRAL SZ 4DOL DI jTRIGT 110. TUKWI LA , WA. MAN I' 4 A0041ATE, 204 Ili T+ AVE. N.E. DELL.EVUE WA : 900124 REV 4 "40h1 PAM Tuk:K J&515 6 ZAvet SA5E, G LA55 ' Q I" GLASS ' PS' A5MALT WMt OVER' LAY - --- -- CALL 2 DAYS BEFORE YOU DIG I. 1- 800.424.5555 P. °kV RE 51t mom ! XI6TI PfZOV12E Ti.tICKEME2 &p&: WI -IE-KI AVJACEIJ1 TU pARKt i& AIZEA LOH PAGTEP 5U5(,17A1 ° A51 PAVE°M E-NlT 5EiTIONI A5 ?AVEM&MT OVt-NLAY � ' • • , r • o `tNt;)1'R\ MOM P 11.114.1(N E-55 . ASPWAITIC LWMMTh; C LA55 't3'. 5117 &WALK 5h :r1p11/4J 20• ,. EX 1511N61 hot,It ETE WALK AND STEPS NTS �..�_EXIgT• ! '1.�ALT VI WTI ALT TALK PAVE-M E.MT PAY E E: T 5 1CaA"" GOAT PAVE -ti ENT 5E I J ,tp I Lit N4 ENT 44N1E 5E4TJON N1.5. I%"o HOLE FOR I ° Is :a 20° 1.0N6 REINF. DAR ANLHORIN6 IN (2 PIN5 PER 106). FILL TOP ®F 140LE w/ MAST11 OR 6ROLIT AFTER SETT (N6 PARS 5.0" d �y .. FRELAST ZONZIZETE P14 L04 NT5 2 ° LOMPA Tt-p 1111CISWE RU,514et, WRY l& TDP COURSE. t�EM tY� AA1D OIET PA E A 'FLTIotJ !'RCUS? GUNG PARK! NG LOG rENUPILTKATIDN $hIAL MItJ. 90t7 LIMl15 / 50P EE A5PJ. ALT PAVE-ME-VI 5TRIXT ME- YPILALTREN /H aE,CTI0 FLEX 113LE P)PE 3. •IL NO REVISION 1 ADP GRAVEL DETAIL Isometric rarr;a NO SC�- ALE _' 1 • U;E AAIN. 14. "cu A• CATCH IASIW TVVE 2 2. OUTLET C&PAcrr Off V1 orvo OESIG+1 PLOW 13 NU I LTeATIONI 5W/'►LE' METAL PARTS: CORROSION RESIsTA.a. GALVANIZED PIPE P61716 TO NAVE ASPHALT TREA:3UENT 1. PAAME 6 LADDER OR PEPS OFFSET 3.0 A. CLEANOUT GATE T'S v PROP TOP. a cum. -DO:VH 4PACP / S CLIEAi OP MSER Arco ciwAkokrr GATE. C. rises.£ IS CLEAN Of CIAO. Pr & ETAL OUTLET PIPE CONNECTS •O CEMENT CONCRETE PIPE OUTLET P,PE TO NAVE SALOOTH 0 0. EQUAL TO COKCRETE PPE 1 0. LESS l..•. S. G. PROVIDE AT LEAST ONE )• X PIO CAGE SUPPORT "RACKET A,ILNOREO TL• WALL t v J. 3•-O v: T/CAL so actmo; T. LOCATE. ADOIT•oruLt uw0rR 11lMIOs P.1 STPL.0 TUNES USED AS ACC' SS 70 T Xf.S Oft v* •,IL T S TO A.I A;z r e uANT CAIcA, ISrPV_Eo VRTt1;mol,e DATE (6" mm.n.l 7 Pipe Supports Set Note 1, Restrictor Plate WI Orifice Dia. ✓P. 1 - :... W5. YEAR 24I4VVK Frame, Grate & Round Solid Cover Marked "DRAIN" with Locking Bolts See Note 3 & KCRS Owgs 49 & 50. 0.35' NT5 Control Structure IFROP T shown) min. 54" dia.. Type A m,n ) E5V y •rc ¢ • . A A ". BAE4p Tr A LOv N J I�EavAe.SecttOn A NO SCA LE 1 MN C.I ARhntct± Tc• ANY ?own c,,i OF Fle.pp -Z I�Z: WVtI�J( Plan View NO SCALE FLOW KE5TRIZTOR 421\11 KVIIE * PURE, TO MAINTAIN 2' -0" GLEAM ' M 4* eXIST. &RAI 132` Access Rmrs - Detention Tank vj ENTIoN 5Y5 T EM • Std. Gab/. Handholds Steps or Ladder See KCRS Dwg. 39 Shear Gate w/ Control Rod For Cteanout /Drain (Rod Bent as Regal for Vertical Alignment wf Cover) - See KCRS Dwg. 53 Additional Ladder Rungs (in sets) to allow access ,1 to tanks or Vaults when Catch is Idled with water. 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PI PE LA/0 ILA7/6,E ✓E 6. 1 **•J1.0 v /301-1P � l Ei 2 ( i.cc4<tM4a) INFd.Uems• Piet, -6 t.ir. =24 GL_f- N OUT FKcNi PI PP P L . `rt tJe -4e. ty ", J D 5 A , •T© Ftee.V akrr Il\rr Dt k E kvityartEaciiiohl 2. TrZE.) Atj0 4R'ADE BOAP Mier 5E. -L AL NI TO FoLLOW COt,tTOt, OF ATE. % "- Iyt ev t'oc.K. !DRAWING NO ea AO ( 4 5 %FI J ) LA IQ lot 1)11 P FLOW DI SPERSq L TRENcH NTS PRINTED NAY 0 4 1990 WHITACRE ENGINEERS INC. RECEIVED CITY OF TUKWILA MAY 0 7 1990 PERMIT CENTER P TAIL 5HEET 4091 z d I