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HomeMy WebLinkAboutPermit B96-0119 - THORNDYKE ELEMENTARY SCHOOL - PORTABLE 4City of Tukwila L (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0119 Type: B -BLDG Category: SCH Address: 4415 S 150 ST Location: Parcel #: 004200 -0280 Zoning: R1.72 Type Const: V -1HR Gas /Elec: Wetlands: Water: 125 Contractor License No.: ROBBICH169NQ Status: ISSUED Issued: 06/14/1996 Expires: 12/11/1996 Type of Occupancy: SCHOOL Scopes: Y Sewer: VAL VUE TENANT THORNDYKE ELEM. - PORTABLE #4 4415 S 150 ST, TUKWILA,,WA .98188 OWNER SOUTH CENTRAL SCH"DIST 406. • 4640 S 144TH ST., TUKWILA WA 98168 CONTACT BILL SLAYBAUGH Phone: 206 454 -9703 10900 N.E.4TH STREET #1110;,`BELLEVUE, WA:'98004 CONTRACTOR ROBBINS, &'CO Phone: 206 244 -1023 818 ..S.W 142 ST, SEATTLE, WA 98166 *•k ***** *•k * * ** *•:,44*****************• k** k** k' k***• k**A **'k*•k**•kik *•k * * *. * * * ** ****** Permit Desc^r.ipt i'on: RELO?CATE..PORTABLE #4 FROM SHOWALTER MIDDLE SCHOOL TO :THORNDY KE ELEMENTARY SCHOOL.`" Units::001 Buiidir,gs: 001 Fire Protection: DETECTORS UBC Edition: 1994. SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: . 53,800.00 Total Permit Fee: 4.50 *** ** *** * *•k*•k * * **'* k**** * *'k* * * *•k'k.** **•k *•k *'k•k *'k* k** k k'k•k•k•k* *•k•k* *•k* ****** **tit•* ** PermitCenter Authorized S gnature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of . law and ordinances governing-this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction he performanc of work. I am authorized to sign for and obtain this b ding permi Signature Print Name:_ Date: cd 11,2 Title: C.&j_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 0 OF TUKWILA 0. .„Address: 4415 S 151) ST Permit No: B96-0119 Suite: • Tenant: THORNDYKE ELEM. - POP1ABLE #4 Status: ISSUED Type: B-BLDG Applied: 05103/1996 Parcel #: 004200-0280 Issued: 06114/1996 444***A*44444*4*******44 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storiiidrainage facilities. 2. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. • 3. No changes.witl be made to the plans unless approved by the Architect:Or Engineer and the Tukwila Building:Division. 4, Plumbing shall be obtained through the Seattle-King County Department of PublicHealth. Plumbing will be inspeCted by that agency, including all gas piping (29674122). 5. ElectrAcal permits shall be.obtained through the Washington State :Division of Labor and industries and all electrical work.wfll be inspected by that agency (248-6630). 6. A1 work shall he under separate permit issued by theCity of Tukwila- 7. All•permits, inspection reoords, and approved plans shall he av*ilabje site prior to the start of any con- strOotion., These-docUments are to be Maintained and avai/- able until final lnspectionapproval is granted. 1. AnYexpased insulations backing material shall have a Flame Spread , ,Rating of 25 or.less, and material shall bear identi.- fication!showing the fire performance rating thereof. 9. AlLoonStruCtion to be done in conformance with approVed O lans requirements of the Uniform Building Code (:1994. Edition) is amended. Uniform Mechanical Code. (1994 Edition), and WaShington State Energy Code (1994 Edition). 10. ValiditY of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit tor, or an approval of any violation of any 01 the provisions of the building code or of any other ordinance of the jurisdiction; No permit presuming to give authority .to violate or cancel the provisions.'of this code shall be valid. 11. Notify the City of Building Division prior to placing any concrete. This addition to any requirements for special inspection. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. #ti4.h ,+whtYy� a ; � : x � DEPA``RTME :on ',toda• ,a4s.+4.:.0..,t uj�, Y 7' ,. tt� 3 "�4 n airiN t .;g.4 as?.:..e Y �• �DA T�E r � r A"P,PR 'L:". ,,yY a.: y ' "{{�`1 �...k. " �,j ::i.. ... .: ,* J_n' �:: =�i4' 'y L::�•`• � � � i �.• .. fi ;., ;. ,.• �,. , � � - x< s d, ` ` , ' *�1, ,'' �.R �s RE'' MENTS / =C O�IIIMENTS:;' ,S g �. j. 4j�t� ' �s.. iW y;j „44 . ,.,,,, ,,,, ... r n k;.:t .. r-f * l*: , r)•.: :;tvit..0 ;, Plan Review Meeting - 3_ 5-112-1(0 _ 1 — q (0 5 q (0 INIT: 1. A BUILDING - initial review -. .. ONSULTANT: 5- ci--% � ROUTED) Date Sent - Date Approved - BY: (init.) --FIRE , x 51--61 r l� 11 . � 3 /C � IREPROTECTION: ° Sprinklers Detectors O WA fIREDEPT.LETTERDATED: 4113 /q47/3/q(,, ,.. INSPECTOR: INIT: I �.ILANNING c �c, ZONING: pAR /LANDUSECONDITIONS? OYes 0 N nEFERENCEFILENOS.: ' _ I-c;1 " INIT::f✓ MINIMUMSETBACKS: N- S- E- W- `�j PUBLIC WORKS • �r UTILITYPERMITSREQUIRED? Oyes 0 N PUBLIC WORKSLETTER DATED: I NIT: l}t'ili (grt l) 4- PLOD 5- -�tla . 4 3 BUILDING - final review <o - rA, nPEOFeONSTRUCTION: V — (4(z v CERT.OFOCCUPANCY? °Yes UBC EDITION (year): j iZ ,-; INIT. ' BUILDING /\ OFFICIAL � ��, �� /6 qG ' INIT: AMOUNT OWING: 4 . rj O CONTACTED L,2-EA-- DATE NOTIFIED _ 1 — q (0 (init.) .----c0 2nd NOTIFICATION BY: (init) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER .6 REVIEW COMPLETED CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME TO md4Q ePrn . rabt12 SUITE NO._� SITE ADDRESS Li(115 3 Igo �t INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. 02/15/96 DESCRIPTION I AMOUNT I RCPT # DATE BUILDING PERMIT FEE f (�10.0 ?C�___ I W R DESCRIBE WORK TO BE DONE: RELOCATE PORTABLE #4 FROM SHOWALTER MIDDLE SCHOOL TO THORNDYKE ELEMENTARY SCHOOL. BUILDING USE (office, warehouse, etc.) CLASSROOM PLAN CHECK FEE BUILDING SURCHARGE ( . S SQUARE FOOTAGE - Building: 1792 Tenant Space: NA Area of Construction: 5000 SF WII L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? XX No L.; Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: . - Sprinklers '',X Automatic Fire Alarm System I PROPERTY OWNER SOUTH CENTRAL SCHOOL DISTRICT PHONE 901 - 8000 ADDRESS 4640 SO. 144TH STREET, TUKWILA, WA OTHER: 1 7i(. ADDRESS WA. ST. CONTRACTOR'S LICE ^:';E # TOTAL - SITE ADDRESS SUITE # 4415 SO. 150TH STREET, TUKWILA, WA VALUE OF CONSTRUCTION - $ 53,800 PROJECT NAME/TENANT THORNDYKE - PORTABLE #4 ASSESSOR ACCOUNT# - 00 " O ` T'Q (commercial) Li Demolition (buildin ) U Other: PORTABLE REL TYPE OF Cl New Building Cl Addition U Tenant Improvemen WORK: U Rack Storage U Reroof O Remodel (residential) DESCRIBE WORK TO BE DONE: RELOCATE PORTABLE #4 FROM SHOWALTER MIDDLE SCHOOL TO THORNDYKE ELEMENTARY SCHOOL. BUILDING USE (office, warehouse, etc.) CLASSROOM NATURE OF BUSINESS: SCHOOL WILL THERE SE A CHANGE IN USE? X56 No U Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1792 Tenant Space: NA Area of Construction: 5000 SF WII L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? XX No L.; Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: . - Sprinklers '',X Automatic Fire Alarm System PROPERTY OWNER SOUTH CENTRAL SCHOOL DISTRICT PHONE 901 - 8000 ADDRESS 4640 SO. 144TH STREET, TUKWILA, WA i 2IP 98168 CONTRACTOR 'PHONE ADDRESS WA. ST. CONTRACTOR'S LICE ^:';E # _- IZIP EXP. DATE ARCHITECT PHONE ADDRESS + ZIP I HEREBY CERTIFY THAT I HAVE READ AND EX .MINED THIS APPLICATION AND KNOW THE BE TRUE AND CORRECT, AND I AUTHORIZE TO AP'LY FOR THIS PERMIT. SAME TO 45 4 BUILDING OWNER / 1 G SIGNATURE .— 'DATE / OR ; PRINT NAM IPHONE AUTHORIZED BILL SLAYBAUGH i 1 AGENT ADDRESS 10900 NE 4TH STREET, STE. 1110 jCITY/ZIP BELLEJL(1E/98004 CONTACT PERSON BILL SLAYBAUGH 1PHONE 454 - 9703 CITY OF TUKWILA PLAN CHECK NUMBER Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT APPLICATION 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 431 -3670 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 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 0 11 9 'OMMERCIAL 1EW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) Assessor Account Number • sets (2) of the foliowinp: Specifications Structural calculations stamped by c Washington State licensed engineer J Soils report stamped by c Washington State licensed engineer J Topographical survey j Energy calculations stamped by a Washington State licensed engineer or architect • . Legal description —1 Working drawings, stamped by a Washington State licensed —• architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan I Completed utility permit application (one for entire project) Six (6) sets of civil drawings • See utdir,' permit application w c' checklist fc' rDy ;fig 1lii it)' '7iric regai'r'nientr. ..CK; STORAGE Completed buildine permit application Assessor Account Number Two (2) sets of plans, which include: nuiiding fioor plan showin; • Entire space where racks wit be located • Exit doors • Dimensions, of alt aisles Tenant space floor plan snowinc rack storage layout, aisles and - exits. ; OTE: include dimensions of racks (height, width and length), aisles and exit ways on plan. - Structural calculations stem,,ed by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS'ADDITIONS Completed building permit application (one for each structure) • • Legal description : Assessor Account Number Two sets (2) of working drawings, which include: • Site plan -- -r (On plan, show closest hyorant to ation. • Foundation plan Include access to building, showing • Floor plan • width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans n Washington State Energy Code data SUIAIIITTAL CHECKLIST Completed utility permit application I 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. COMMERCIAL TENANT IMPROVEMENTS I Completed building permit application (one for eachitructure or • tenant) rt Assessor Account Number Twc (2) sets o; construction, plans, whicn include: Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) Overall building • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage El Floor plan of proposed tenant space • Tenant space plan with use of each roam labelled. • Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished. u Construction details • 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. Li REROOF Cornpletec s,uiid:ng permit acp,:Cat'cr l one for each structure) Assessor Account Number Narrative desc•;oinc existn: root, materia' bein' removed, and - -- material bein; installed. +VOT E: A certification letter is required prior to final inspection and sign- or of the permit. ANTENNA!SATELLITE DISHES Completed building permit application • Assessor Account Number Two (2) sets of plans, which include: Site Plan (shawinc building and location of antenna /satellite dish] Details antenna satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may oc requires RESIDENTIAL REMODELS Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, wh ;ch include:. • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (all views) • Building cross - section • • Structural framing plans NOTE: If any utility work is to be done provide utility permit application and plans must be submitted. REROOFS E Completed building pennit application (one for each structure) n Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign- off of the permit. ' • • � ° AO +*a*A+*+*a+A+X*a*++*** +++kA+*a**Al%+*ka+A^+A.A.1,+4AA*A**° CITY OF TUKNILA, NA n(n-011 C THAA SMIT +&***a+A++a*A*A+**+A+ TRANSMIT Number: 96O04266' Amount: 4.50 06/14/98 11:49 Payment Method: CHECK Ncitation: SOUTH CENTRAL Init: SID -------------~---------------'----~-----'-----'----'^------''`- Permit No: B96-0119 Type: D-BLDG BUILDING P[kMIT Parcel No: 004200~028O Site Address: 4415 S 150 ST Total Fees: 4.50 This Payment 4.50 Total ALL Pmts: 4.50 Balance: .00 ic++A*^+a+**********Ak*^*A+a+A*A+*+A*Ic+*+k*A*+**Akka*ak**A**Aaka* count Code Description Amount 0O0/386.'904 STATE BUILDING SURCHARGE ' 4.50 ~--'---- ~-----------^-----'----'--------- --~---~ �� 11- ^-- � ' � �°//,���/* ������W���� ��U � �1w/ City of Tukwila Fire Department Project Name Tt"•/O V lI�C Address 1 , ci 5 / � 7 Retain current inspection schedule Needs shift inspection TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: 140( Pre-Fire: Permits: ) O Authorized Signature 1-- 5i Permit No. t `D / 7, N FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # f() /9 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 4439 Projecb-en i bOr'h dyke Type of inspection:" -- /(' '<d Addreszitll % f i co -4k Date called: Special instructions: Date wanted: P.m. Requester: A Phone No.: 4.0-srarr, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Corrections required prior to approval. ' Date/- wI.i Al V • $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: 1 11111W..... ANC■it _ .. A .41 _ ....rig' _.. called: 1 - Il ,/ Special instructions: P orle-e64, i---4-/ Date wanted: " ..... 6 Alb 4 /C-e'I tr7 ce.. ./ • a.m. P.m. 7/2 IP 6 s i o.2 .t 4 ..de ._.a.oll i0P4s.. .r .I ...a ' er, 9 dr a , fra Illa , i Y i V 1 e.... - S a Ca (1-7 194 ] VdS CV_ ----• (}16 LIAM Proje • 45 b.-Avd P liZoGs7 Type of inspection: Address: L / v . / called: 1 Special instructions: P orle-e64, i---4-/ Date wanted: " ..... 6 ,,. a.m. P.m. Requester: Phone No.: INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspect° Date: Z.326-o// PERMIT NO. (206) 431-3670 $42. 0 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 ;i; • • " Project: 714 K FNr Type of inspec n: Address: 1 ( `)\ S S . ISO Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [Approved per applicable codes. COMMENTS: (-tL w ; S'i , iJ tA4.— — Z� � 1\ Inspector: Date: O N $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I - 9 9 b- a(9 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Proje �morna 2__rn m . T ype of inspection: Pw Ft nom C' � 1 sv . Address:4 `s 5 (5 J Date called: Sets cial instructions: y ©r'i o l Q- L( __ 1 W C RP - o( (J MCA- Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. INSPECTION RECORD ( Retain a copy with permit 10-1(0- l PERMIT NO. j (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ✓ I Approved per applicable codes. Inspector: Receipt No.: Corrections required prior to approval. COMMENTS: Date: / i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: --- 4,4(1.44 p1 ��` ' Type of inspectia .. { 1 Address: Date called: Special instructions: Date wanted: -� rrd / I a.m. p.m. Requester: Phone No.: J A proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Q }e%- 011� PERMIT NO. j (206) 431-3670 Corrections required prior to approval. COMMENTS: INyart.n..1A-cc- L t f N Stf 1 r.) N/A. Inspector: Date: _ Itr ,K0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 3 c.w.yrptcrt t?4u SLA'j GAIA614 A i /-h- - 04 , Z.: - 'Ttl of St:,uSS 4,- JCtttW'L P IA E1. -0I-T t EST gt / - 1 A•0 R N-.: ^cam ?74.c�+. Apo tor& c o ►JTA C in IJG • TA wAaCi , MGR. Aaavc 111%.E F11-i91/3 _. W A iJ G /•1 AB L"N G i Nc`t ,. e14) Pc&fl, r"--•1 4 AopolG APP/iwn1 Atl CiiiV-S Arno Ni At - .DI /Z.z - c - i"r - T)A,zr t2.-rLACMtT11 An tat" A D D e0 S ' /' A- 1 r r'`.- Tb•: re5 j - Avi c.t- u VS, s1w.*►rPLO A Pf' Z) v&-9 (ZZ oNS 01 LL 6 5 to B ,-ei i T1 ' (m I-A,4 ct •r1 Ft) /L A (Pg.z ✓A L . n PrAject: w.; ��. ea a-INA&% = Type of inspectioN: ALI0.1aa.- ' ;s Address: Date called: Special instructions: s►'��At:ivi - X.. emu" Ft.kw• Date wanted: 'a.m. p.m. Requester: Phone No.: ..,_. YV �. Y.. n. n.. �Gfae4+ ak, wwrnrnw.... �... u✓ nanwwrn.. esnw�r�M!.' if�cn�. aAinaF.. St�eMl .:t'/r411.a.�..^v!:K1.OT9Ri -thm J�It> ��!' wM*. O+ AVfnKM. 4e !w!WN�MY�RR.4'1RfiR�^ .. INSPECTION NO. INSPECTION RECORD r) t, • 0, 18 Retain a copy with permit ;o - 0 f v— CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 n Approved per applicable codes. 1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: 7 60/0 (0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection:. , ;......\ D IScs,;Sr�') f D fli cATit (a S 46-6A- .ot -P D (GrJ , 5l4.17 C ,4tJc Rt.(dC, o ho t . , Pgk)e- AF ca No c.A.PA (.1 Special instructions: Cry ;.Hiw.i i :?&- Pe, i. .ild( "' "• 0 i ' yr.` Date wanted: 6. 2-<1 r1 ., "t (,- a ! m. ` m. Requester: /) t ik.C. r Phone No.: 0 ((• /.- /6 �'�::: Project: ,... _, :f . \lµ C,, O tAt... 1,' x-.11,.:;,.- Type of inspection:. , ;......\ I .'ti Address: Date called: ,h- / Special instructions: Cry ;.Hiw.i i :?&- Pe, i. .ild( "' "• 0 i ' yr.` Date wanted: 6. 2-<1 r1 ., "t (,- a ! m. ` m. Requester: /) t ik.C. r Phone No.: 0 ((• /.- /6 �'�::: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved pgr applicable codes. Ins I 1 1U INSPECTION RECORD Retain a copy with permit • • y :••••••:. y.:L.... •.din_ dJ( "a..:[:: __ .'.' <....:_��' >v� :y': i:�f. �.,: r.... `! j Z_o - re. 1' cN• —e(• I2 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. pector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: b Z- • 9( Receipt No.: Date: Permit No: Status: Parcel No: Site Address: Location: Start Time: End Time: TENANT OWNER ENGINEER CONTACT PW96 -0115 ISSUED 004200 -0280 MOVING AN OVERSIZED LOAD Issue Date: 06/25!1996 Approval Letter: 06/25/1996 Expires: 08/24/1996 4415 S 150 ST/PORTABLE #2 & *4 . THORNDYK.E ELEMENTARY 09:00AM Bond Number: 14224842 12:OON THORDY(E ELEMENTARY SCHOOL 4415 S 150 ST, TUKWILA WA 98168. SOUTH CENTRAL SCH DIST 406 4640 S 144TH ST, TUKWILA'WP. 98168 URBAN DESIGN INC Phone: 611 MARKET 'STREET,, KIRKLAND WA 98033 BILL SLAYBAUGH • Phone: 10900 NE 4TH ST STE 1110. BELLEVUE WA 98004 A '. • A • A 'A : 4 ' A ' A k • k A ' A •k ' k ' A ' • A •A 'k ' A ' k 'A k'A ' k • A ' A ' k ' A 'k ' k • k 'A 'A • A • A ' A k • k 'A * • A ' A A ' A ' A A • A 'k it ' A A Plan Check Fee: Inspection Fee: Other Fee: TOTAL FEES: .00 .00 :00 ,00 Inspector Signature Date •0 lie OM Phone: 206 901 -8000 206 822- 4686 206 454 -9703 A'k k A A'A •k k k k k •A'k - A k A 'A A A A A A A * 'k 4 •k A •A 'k 'A 'A 'A 'k 'k 'k 'k - A 'k.'A 'A 'A 'k 'A 'A 'A A •k 'k 'k 'k 'k 'k 'A * 'A 'A, A' k •k to A 'A 'A •A 'k -A 'A -k k •A 'k 'k 'A 'k ;4 k A 'k A k 'A 'A 4 A k 'A •A A -A - A 'A 'k * k 'k A A k 'A The undersigned hereby applies fora permission to perform hauling per attached map in accordance with the following conditions: 1- Flagging. signing and •coning shall be in accordance with MUTCD for traffic control. 2- Contractor shall provide certified flagmen for traffic control. 3- Sweep �r otherwise, clean streets to the satisfaction of Public Works each night.'.around hauling route (no flushing allowed). 4- Not i fyc i tv inspector before . 12 :, 00 noon on f ri day preceding any ..weekend work. 5- Permit is,valid'between the weekday hours of 7:00 a.m. and 3 :'0';p.m. only. 6- Clean, ,and 're,move- debris from city ; catch basins• in and around hauling routes. 7- Provide adequate temporary access 'as not to interfere with other vehicle movement cause trucks to travel over curbs. 3- All vehicle must Make complete stop prior to entering public right -of -way. MOVING OVERSIZED LOAD;PORTABLE *2 & *4 FROM . SCHOWALTER MIDDLE SCHOOL TO THORNDYKE ELEM. SCHOOL. ' REFERENCE :BLDG PERMIT: B96 -0118 (PORTABLE *2) B96 -0119 (PORTABLE *4) •k A A •A 'A 'A k •k 'A 'k 'k 'k 'k •A •A 'A 'A •k 'A +A 'k k 'A 'A 'A 'k 'A 'k 'A :A •A k •A 'k •k 'A 'A 'A 'k 'A 'k 'A 'A 'k - A - k 'A •k •A 'A k 'k A 'A A •A 'A 'A 'A k k k '4 •A - A 'A •A •A 'A 'A 'A 'A A 'AAA 'k a k THE APPLICANT MUST NOTIFY THE INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HI IRS IN•.ADVANCE. 433 -0179 Signature: 2eNel __ Date: _ - -� 2tQ & L!.��� k A •k k 'A -A A 'k k 'k 'A N 'A •k •k 'k •A 'A •k •k 'k •k ' •k 'k A ' 'A 'A 'k 'A •A 'A 'k 'k 'A 'k 'A •k 'k •A •k 'k •A •A 'k 'k 'k 'A A 'k 'A •k 'A "' 'k 'k •k •k •A 'k 'A k A 'A k A , a A A k A A A .A APPROVED FOR I'S'SUANCE I nc S IggG Issued By: r Authorized Permit Center Signature Date k - A• 'A .w 'A 'A 'k 'k 'A 'k 'A 'k 'A A k 'A 'A 'A 'A 'k 'A 'k k •A 'A 'k 'A 'A 'A 'A 'A A •A 'A 'A 'k 'A 'k 'k 'k 'A 'k 'A 'A 'k •A k 'A 'k A 'A 'k 'A 'A 'A 'A 'k 'A 'A 'k 'k 'k 'A 'A A 'A 'A 'k A A A 'k A - A A . A A I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: •i'44�Yv:t•::'.'t.k!'..1..1. _. Y.;3!u it .'k'eV:'. . W�:VVthhnw r+v: City of Tukwila Department of Public Works FROM: PUBLIC WORKS ENGINEERING DATE: June 25, 1996 SUBJECT:. Thorndyke Elementary- Portable #2 & #4 4415 S. 150th St. Project No.: PRE96 -009 Plan Check No.: B96 -0118, 0119 Activity No.: PW96 -0115 Contact Person: Ms. Donna Rogers Phone: (206) 244 -1023 NOTIFICATION OF UTILITY PERMIT ACTION � �v TO: . PERMIT CENTER THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 25, 1996: PERMIT FEE PW96 -0115 Moving an Oversized Load NO FEE Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. Also attached are copies of the Haul Route, Certificate of Insurance and Bond. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application, plans, Insurance Certificate, Bond) Development File (copy of letter, application, plans, Insurance Certificate, Bond) City Clerks Office (copy of letter, application, plans, Insurance Certificate and Bond) John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 -3665 .i 'i ��� .o r:: C,'S�. ?^.: iit.'; 3^. r:; Ca "a"i::'4�Yftt`Kll1.s!"(hVW,' i" 5 ; Si`.• 7`:')F.^,+;+ft F+4:'f 5'n5tt.': thLn�u+k' .:.ia :Jc+a w+�x:�, ro.nc,:: • v..:, w. rer. rsnxn .nr.!aMw�v+r,�n�+tCr!?sC4'.w;ro. .l L: r' 3Yt"!'+. Y, C. a:' f� '::"n"BfuS"S*.•m;.r'KMS�Z*,.:� CNA Plaza, Chicago, Illinois 60085 CNA INSURANCE COMPANIES KNOW ALL MEN BY THESE PRESENTS, That we, Robbins & Co. House Moving, Inc. as Principal, and Continental Casualty Company , a corporation authorized to do business as a Surety Company in the State of Washington, as Surety, are held and firmly bound unto the CITY OF TUKWILA, a municipal corporation of the State of Washington, in the sum of • FIVE THOUSAND & NO /100 ($5,000.00), for the payment of which we jointly and severally bind ourselves and each of our heirs, executors, administrators, successors and assigns, firmly by these presents. Signed, Sealed and Dated this 18th day of June , 1996 . WHEREAS, the above bound Principal has applied for or will apply for a House Mover's Permit in the City of Tukwila under and pursuant to the local ordinance. NOW, THEREFORE, the condition of the foregoing obligation is such that if the above - named Principal shall faithfully comply with all the terms of said permits and all applicable provisions in the laws of the State of Washington and ordinance of the City of Tukwila; indemnify and save harmless the City of Tukwila from all claims, actions or damages of every kind and description which may accrue to or be suffered by said City by reason of the licensee's operation as a house mover; pay all permit fees as required by ordinance of the City of Tukwila; then this obligation shall be void; otherwise, it shall remain in full force and effect. THIS BOND may be canceled by the Surety by thirty (30) days written notice thereof to the City of Tukwila. Robbins & Co. House Moving, Inc. For All the CommitmcntaYouMake" CITY OF TUKWILA HOUSE MOVER'S PERMIT BOND Continental Casualty Company By: Bond No. 142248422 Brenda K. Agustin, or fact CNA Continental Casualty Company CNA For AU the Commitments You Make AN ILLINOIS CORPORATION POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men by these Presents, That CONTINENTAL CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Illinois, and having its principal office in the City of Chicago, and State of Illinois, does hereby make, constitute and appoint Brenda K. Agustin. Individually of Seattle, Washington its true and lawful Attorney -in -fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind CONTINENTAL CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized Officers of CONTINENTAL CASUALTY COMPANY and all the acts of said Attorney. pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article IX— Execution of Documents Section 3. Appointment of Attorney -in -fact The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in -fact This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." In Witness Whereof, CONTINENTAL CASUALTY COMPANY has caused these presents to be signed by its Group Vice President and its corporate seal to be hereto affixed on this 12th day of May 1995 . CONTINENTAL CASUALTY COMPANY tad? State of Illinois, County of Cook, ss: M.C. Vonnahme Group Vice President On this 12th day of May 1995 , before me personally came M. C. Vonnahme , to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien , State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. E1- 23142 -8 Robert E. Ayo My Commission Expires October 19, 1998 Linda C. Dempsey Notary Public CERTIFICATE I, Robert E. Ayo , Assistant Secretary of CONTINENTAL CASUALTY COMPANY, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that Section 3 of Article IX of the By -Laws of the Company and the Resolution of the Board of Directors, set forth in said Power of Attorney are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said Company this 18th day of June , 1996. • Assistant Secretarj ����� � � ' ; � j �' v, • ,i ,_ �r ,i -, DATE (MM/DD1Y ) 0 r ��1; ! ' ^ 2/5/96 PRODUCER MCRORY & COMPANY HARMAN & MCRORY COMPANY 146 N CANAL ST, SUITE 220 SEATTLE, WA 98103 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY TRADERS & GENERAL INSURANCE COMPANY INSURED ROBBINS & COMPANY HOUSEMOVING, INC. 818 SW 142ND SEATTLE, WA 98166 • . dam ,^ It .: .. .. . . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE COMPANY B COMPANY C COMPANY D - -;-- -; �: x. 2,,, �' , w tei: � . :• —. ..u �lc� .. . BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS B Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION LIMITS DATE (MM/DO/YY) A GENERAL LIABILITY ■ COMMERCIAL GENERAL LIABILITY ■ CMP9424193 02 -26-96 02 -26 -97 GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG S 2,000,000 PERSONAL & ADV INJURY j S 1,000,000 CLAIMS MADE • n OCCUR! EACH OCCURRENCE IS 1,000,000 OWNER'S & CONTRACTOR'S PROT FIRE DAMAGE (My one fre) S 50,000 MED EXP (Any one person) I S 5.000 i I AUTOMOBILE A X t— ( X • X E UABIUTY i ANY AUTO I CMP9424193 ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS • 02 -26-96 02 -26 -97 COMBINED SINGLE LIMIT S 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Par accident) • S PROPERTY DAMAGE S • II GGARAGE I I LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE S 1 I • El UABILITY 1 1 ' II UMBRELLA FORM El OTHER THAN UMBRELLA FORM EACH OCCURRENCE S AGGREGATE I S I S I WORKER'S COMPENSATION AND I EMPLOYERS' LIABILITY I ! THE PROPRIETOR/ 7-1 INCL ' I PARTNERS/EXECUTIVE _y I OFFICERS ARE: I I EXCL STATUTORY LIMITS EACH ACCIDENT S DISEASE - POLICY LIMIT I S I DISEASE • EACH EMPLOYEE' S OTHER I I i I I DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLESISPECIAL ITEMS CERTIFICATE HOLDER IS ADDITIONAL INSURED AS RESPECTS THEIR INTEREST IN THE OPERATIONS OF THE NAMED INSURED • •. " , I+:; � .s.C. �:' e • ''�; ;CA NCELL'ATJON � ,�Y, ti.'..:,#' 'r.;.�� . . .p,F �Zt1'fr P :; : CERTIFJCATEHOLDER 4 i0, «�i; Iv`- boY .' ,Fk'; L '• - .✓ ' 1L1i Yi i.�l: Ir a.•.... -. CITY OF TUKWILA 6300 SOUTHCENTER BLVD. #100 TULWILA, WA 98188 ATTN: DENNIS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY t tf WILL •t lr ENDEAVOR TO MAIL '•t! *tjlpp�t�� 45 DAYS ' ITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO LEFT, ..: , BUT FAILU • MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILTY OF • Y D UPON THE COMPANY ITS AGENTS OR REPRESENTATIVES. AUTH • .4 E. • PRESENTATIVE t 7 f 4 � � �, ► r te •• ACORD25 S '(3/93) •-.' v '''4'" _ -: ° h' • - ` . • 7 . : 4 ' " —•:"',."' C 4 -4 % J ^ ` , — ,'s.=•Q ' r JO ACORD;CORPORATION 1993: Date Requested: two on 7/2/96 and two on 7/3/96 Time Requested: 9.00 a.m. Driver and DMV #: Mike Robbins ROBBINV43JR Truck License: 93 Kenworth 02328X Driver and DMV# Greg Stanton STANTG.1322,1O Truck License: 71 Kenworth 23162P Faxed to: 'Sheltie, der of Tukwila .Fax #: 431 - 3671 • ' : Date: 06/17/96 , " Mailed to: From: Donna germ it Request Robbins & Company 818 SW 150th St. (206)244 -1023 Seattle, WA 98166 FAX (206)241 -9101 Customer: South Central School District Current Address: 4628 S. 144 th St. New Address: 5939 S. 149th St., Tukwila/4415 S. 150th St., Tukwila Type of Structure: 4 Portable Classrooms Permit Number: . Height: 14.5' (Width: 28' Length: 64' Weight: Route: . Two Buildings: From Showalter Middle School West on South 144th St. to 42nd Ave. South; South on 42nd Ave. So. to South 150th St. to Thorndyke Elementary School. Two Buildings: From Showalter Middle School East on South 144th St. to 58th Ave. South; South on 58th Ave. So. to South 147th St.; East on South 147th St. to 59th Ave. So. to Tukwila Elementary. : 'f:QV D PER PUiLfC WORKS . ER DATED 6.2 Q(o WO/ .:: t:. �... .,. ..... :x h .. .. .. a�n�e; <;N7'.i +;?k':Y. V'.+E^1:7�.:. .,, •a�A "tr. r.,-r r::. ..r,.. :na. +t-tr ..�:r•.. �. .... . .,. ,.. ,. ... ...... .. .�. .i �sn r e,n;+ �w. JUN 17 '96 13:50 ROBBINS' P.3 /4 ' . JUN 17 '96 13:51 RO88IMS" .�� -- `E~~ PER PUBLIC WORKS 'T-' ���� . . ~~^ . DATED' '----__--_- . , ,JUN 14 '96 11:44 ROBBINS' • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS'A • SIGNATURE " Is � • SY DEP STATE OF WASHINGTON leob15:1C M ►6R N•Q *REGISTER pAS ; �► ;: • ,i i 1 �� }�` *t • OF LABOR AND INDUSTRIES P.2 /5 F 13• Permit No: PW96 -0116 Status: ISSUED Project: THORNDYK:E ELEM. Site Address: 4415 S 150 ST Inspection Fee. ;, Plan Check ` Fee: Signature: TOTAL FEES:', ,. .63 1 .k •k •A •k 'k 'k k 'k •k 'k * • k ; - 1 4 1 . 1 1 1 4 k 'k 'k •k •k •k •A •k •k •k • APPROVED F Issued By: ISSUANCE BY: JJS Authorized Permit STORM DRAINAGE .00 .0u Location: 4415 S 150 ST/PORTABLE #2 & #4.THORNDYKE ELEM SCHOOL Parcel 1: 004200 -0280 Watercourse: Wetlands: Sewer: VAL VUE Contractor License No.: TENANT THORDYKE ELEMENTARY SCHOOL Phone: 206 901 -8000 4415 S 150 ST, TUKWILA WA 98168 OWNER SOUTH CENTRAL SCH DIST 406 X46 S 144TH ST. TUKWILA' _WA 98168 ENGINEER \ ..URBAN DESIGN INc Phone: 206 822 -4886 611 MARKET ST.: KIRKLAND WA' 98033 CONTACT BILL SLAYBAUGH Phone: 206 454 -9703 10900 NE 4TH ST STE 1110. BELLEVUE WA.98004 k k 'A k 'k •k k •k •k 'k •A k k A k •k •k 1t 'k 'k A •k •A k ik k 'k 'k A •k 'k 'A •A •k k k •A 'A •k •k 'k •A •A •A •k k •k •k 'A •k * 'k A •k 'k 'k k •A 1F 'k M •A k •k k •k A A •A A A A •A A A k A k •A A d d i t i o n a l Permi t:Descr i pt ion STORM DRAINAGE „FOR PORTABLE #2, &`#4 Existing Square Feet: Additional Square Feet: New Square Feet: Issued: 06/27/1996 Approval Letter: 06/06/1996 Expires: 12/24/1996 Slopes: Water: Y 125 Acct No: 412/342.400 Acct No 0110/345.830 King CountvlVa.l.uation ' Value t C t r ti r .00 r.. a ue o ' ons r�� c , o t : k •k •A 'A •k k k •k 'A •k 'A 14 'k •k •k •A •A •k 'A •k 4 •k 4 * •A •A 'A •A •k A 'k •A 'A •A !A •A •A 'A •k 1 ,7Y 'k 1t •A'A 'k •A M •k 'A; k . •k •k 'k •A •A A 'k 'k A A •A 'k •A * •k i * '4 •k •A A k k k A k A A I hereby'atceptthi: permi•tand,ag'r • ee t,o abide all applicable sectiovis of the City of Tul:wi la "Municipa Code: rWe .agree that. the City of Tukwi la{':.hal l be held harml'e.s,fpral , l or any claim_: ari a result of this .project. Permits which :have lapsed beyond the aspiration date shall require' a re- applica 't'ion'and of the permit' through .the City at an additional fee THE APPLICANT MUST NOTIFY THE CITY IN PECTOR.OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOUR'S IN ADVANCE.: TO SCHEDULE AN INSPECTION CALL 433 -0179. " Final Inspection Approved: Date: k 'A'A •k 'k * •k 'A •A 'A ' A ' A •k k ' A k 'A •k ' k • k •k 'k 'k •k ' k A 'k 'A • A ' k •k •k ' A 'k k ' k 'k k k A •A 'A A A Date: TWIG 277 )g Center., Signature •k •k . k •k •k •A 'k •A •k •k •k •k •k •k 'A •k •A •k •A 'A •A . •k •A •A 'k 'k k •k 'k 4 'k •k •k •k 'k •k •k $1 'A 'k 'A 'k •k •4 ' •k •k •k •A •k 'k •k •k 'A A •A 'k •k 'k •A 'k k •k •k •k •k •A 'k A •k A .M k •k k A I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Inspector Signature Date 9 Address: 4415 S 150 ST Permit No: PW96-0116 Suite: Tenant: THORDYKE ELEMENTARY SCHOOL Status: ISSUED Type: PW-SD Applied: 05/08/1996 Parcel it: 004200-0280 Issued: 06/27/1996 *111*k**************************k*1********A*14***k*****kA b Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of busineq sedimentation off- site or into existittlikniArkina* 2. The site shall havelierania erosioil'coWtrol measures in place as soon asel,posiib)egafbr final graditighas been completed andWr ib to the final Inspection :A V . r r p 01, • t tt * OW Iz '.4 T 1 ov.* f it i; ; 1 fk W-, 1, . e,. ; .•.:;.", % t • b . :: , \ . l i tl i o . 1 1 2 11,,--' 'i !... 4., ' , t§.) 0 • 6 1 ( ...-r- — t ....- -.4..;.... A .0 . " / ; °.--,,,....., -. 1 / „Ati. ,;.. ii,- 4i i, .61:4 . '..... 14,2,;' !'''' . ■ 1.°41/411 1' ° ...zf ---- `;,; ..t.,.;, \ ..i 110 ::; tio ....■ ..,:;'''.-%..0 i / / i \ \ - '.. -. ' 41 :z . : ''''' ( 4 41i \ + ,' i N ' zzi I 1 .; ..., . ' - \ i -,, - Y 4,.• . V.-if '1 ,--.. .,"- .) i ,,,=:,,, 4 , 7 11, e... i .,,,... i, ....., 0 , Izz r 1; .., ,,,,e '""*.;--.. 1.....0''''•; zz :-.'.;... i7' ! fY :: *.Jfii I ...'/ +..„ - s' I 1 1 ''' -t .-.. i. ('' \;‘, z tz' i;', ti '-.. ''''' ''' .:, . , 1,i; i :`7.:,..q . . , 4 ,.'.: .4:Y ' l ' ., Wq b :, CITY OF TUKWILA NA ',: . ,„ .„:„..„ ;.; , ;'. .; • TO: DATE: SUBJECT: City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER FROM: #S PUBLIC WORKS ENGINEERING June 6, 1996 Thorndyke Elementary - Portable #2 & #4 4415 S. 150th St. Project No.: PRE96 -009 Plan Check No.: B96- 0118,'0119' Activity No.: PW96 -0115, 0116 Contact Person: Mr. Bill Slaybaugh Phone: (206) 454 -9703 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 6, 1996: PW96 -0116 Storm Drainage NO FEE Total Cost: NO FEE John W. Rants, Mayor Ross A. Eamst, P. E., Director PERMIT FEE THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of a copy of the Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as additionally insured, a $5,000 bond, a City of Tukwila Business License, Overall Load Dimensions(L X W X H) and 5 copies of the haul route map for the Hauling permit.) PW96 -0115 Moving an Oversized Load NO FEE Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 Permit No: PW96-0117 Issued: 06/27/1996 Status: ISSUED Approval Letter: 05/17/1996 Proiect: SHOWALTER PORTf1L Expires: 12/24/1996 Site Address: 4640 S 144 ST Location: 4640 144 ST /PORTABLE 45,SHOWALTER MIDDLE SCHOOL Parcel 4: 152304 -9164 Watercourse: Wetlands: Slopes: Y Sewer: VAL VUE Water: 125 Contractors License No.: TENANT SHOWALTER ADMINISTRATION Phone: 206 901-8000 4640 S 144 ST, TUK.WILA WA 98168 OWNER SOUTH CENTRAL SCH DIST 406 4640 S 144TH ST, TU,KWILA WA 98168 ENGINEER URBAN DESIGN INC. Phone: 206 822-4886 611 MARKET ST, *IRKLAND WA 98033 CONTACT BILL SLAYBAUGH Phone: 206 454 -9703 10900 NE :,4TH ST STE 1110, BELLEVUE WA 98004 * w* k• kk* A*****• k• kA• k• M• AkA• kk• ktk*' Ai• A• AA• k• A*• k*• A• k• Ak• k*• k• k• A' k• A' k• A• k' k• A• A' A'A**•k'k•k **A***A4**A•k•k k Additional Permit 'Description: STORM DRAINAGE SYSTEM FOR 64'X 28''PORTABLE 45 WHICH WILL REMOVED .FROM THE. AREA NORTH OF THE SCHOOL BLDG & PLACED, EAST' OF. EAST ENTRY DRIVEWAY. Existing Square • Additional Square Feet: New Sauare'Feet: Inspection-.Fee: .011 Acct Nc:. 412/342.400 Plan Check Fee: .00 Acct No. 000/'345.830 f • TOTAL„ FEE': IvA King County ;Va ..., , Value of Constr'uctioi .00 ***•k**k* *•k•/**4** *•A*44****k'A:A* 4*,4 *• A9e4 144* k Ak' k° Akk ki• A•k• A***• kkk* •A'k*R *R 'k'A'k *'kk *'k•A * ***•kk I hereby ' ccept th i s, permit and' agree., to abide all ; applicable sect ions of the City of Tuk`wi1•a,r;Municipal Code. We a!r=ee the `C of Tukwiia be held harmi;ess for ' a 1 or any claims arising as a r:e. ult of this pi Permits which have :lapsed beyond the expiration date shall require a re- application an'd reissuance of the permit.through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -01 79. Signature:___ k k ' k • k ' k •k • k k * ' k k •k k .1'4444.4 • 'A k 4.4.444 k k A • k APPROVED Fl ISSUANCE BY: JJS Issued By: STORM DkAIMAGE Date: Authorized Permit Center Signature • k* k* 4**• 4*• k• k• 44• k**• 4 44 44 4k.• 44 4 4 4 4k•k• k• 4*• A*• k• k****** k• A** k**• k*• A• k•k*k4.4'*4b•A*AAk*kk•k•k ****4k I hereby certify that t1ii3 permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: 3gfo -o121. 444•4 •k•A A k ki•k•k•k•44•4•4•4•A•k•k•k k•k k 4 k•k•k k* k k k k k k k * Date: Inc 27, ON Inspector Signature Date Address: 4640 S 144 ST Suite: Tenant: SHOWALTER ADMINISTRATION Type: PW -SD Parcel e: 152304 -9164 CITY OF TUKWILA *•k•A•A•k A• k*• A• A***• k *•k•A•A**•k* * *•k **•k•k *•k**•A•k A *•A•A•k•k•A *•A•A*•k•A•A•A'k k•A•A•A A•A A•k•A•A•A*•A A•k*•A A•A•A A•A* A Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business prevent sedimentation off - site or into existin,g.-stitei: di*f.t)age:;f,a4.ii.itie_.. 2 The site shall ha p_e.t' anint er•os i on" corltr0:1 .measures in place as soon as: :,possib final grading has been completed an4(11 i•dr to the F iyra l = Inspection ar xf t.; 1}� �� ( f r t.1 r�C { A f t'01 0 t1 � fl fir 4 ' " v rti hi •;; 4 " Permit No: PW96-0117 Status: ISSUED Applied: 05/08/1996 Issued: 06/27/1996 City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JULY 19, 1996 SUBJECT: South Central School District /Cascade Elementary School 13601 32 Ave. S. I3rojecf;No: ?PRE96'- -009 Activity Nos.: PW96 -0207 Contact: Ms. Donna Rogers Phone: (206) 244 -1023 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 19, 1996: Permit Fee PW96 -0207 Moving any Oversized Load 25.00 Total: $25.00 Ross A. Earnst, P. E., Director Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance and the Haul Route Map. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 191 ) 01`1( 101221 D(IgNO John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206 4313665 I HEREBY. CERTIFY THAT I HAVE READ: THI APPLICATION AND KNOW THE SAME TO BE :TRUE AND ;COWIEDT Applicant /Authorized / Contact Person ST S,/ is l(/ D / Agent Sig, .. : / _ _ _ print name): Address: /pfo f(/c 1 61- . . Print Name: a__ BSc _c 4 iS .A , .Y ,M Date: 4F, Phone: - t - G41- -- cr? 03 ?c ct/,l ` t ? gai' e i Phone: _4 Date Application Accepted: 5_ Date Application Expires: PROJECT INFORMATI O Property Owner: Street Address: Engineer: urban �c - ct� Tn(,. Street Address: (m /1 Ma r ke .I - I". Contractor: Street Address: ()L King Cty Assessor Acct #: 001.1( ( ('Contractor's License #: PERMITS > ❑ ❑ REQUESTED fcW) 9 -0/16 L /c6 /9G MONTHLY:' SERVICE BILLINGS TO Site Address: L1 U I 5 5, jOT H ( -5-p �- T L k It)► ICti I,U p C / /b t� I I ' N ame o f Project: TIC of nc1 l KC <' i'hE. r1-\ Cl r QU I tc l E_ ee ! Ccc.('i-I C� v JD(k*�\ CC-x- -r-o )c)- oc I b t5` r C: Phone No.: 9U 1 - C L L L �I'h - , ' � Cit /State/Zl . Mkt. 1ti) 9 ` 6E 0 0 0 WATER METE DEPOSIT / ». REFUND /BILLING`` Street Address: ❑ Water ❑ Sewer ❑ Metro DESCRIPTION OF:PROJECT ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel VA Commercial/Industrial ❑ Office ❑ Retail MISCELLANEOUS INFORMATION: City of Tit; Gila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Channelization/Striping /Signing Curb Cut/Access/Sidewalk Fire Loop /Hydr. (main to vault) - No.: _Sizes: Flood Zone Control Hauling Land Altering \_ cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end times: :TuvIla 1 r T) ) 1 c r/e Date: Tl - 21 - � 1 9 C 1 ( Sanitary Side Sewer - No.: Name: Name: Street Address: ❑ New Building Square Footage: King County Assessor's valuation of existing structures: $ Appll m # ❑ Standby ❑ Single - Family Residential ❑ Duplex El Apartments ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Church ❑ Manufacturing ❑ Hospital PRE D QO') UTILITY PERMIT APPLICATION /� - / -= illn n PW9 = C1 l6 Phone No.: , )(t 22 Li i?).E3 City /State/Zip: K . i r k Ic yid Lt.) J\- f� Phone No.: City /State/Zip: ❑ Sewer Main Extension ❑ Private Storm Drainage ❑ Street Use D Water Main Extension ❑ Prfvate ❑ Water Meter / Exempt:- No.: Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: — ❑ Water Meter / Temporary: - No.: Estimated quantity: Schedule: D Other: Phone No.: City/State/Zip: Phone No.: City /State/Zip: Phone: (206) 433 - 0179 Exp. Date: RECr'vF0 ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ ❑ Public ❑ Public Sizes' Sizes• — Sizes „ ❑ Other: TUKWILA IRI!rit 414(, School/College /University ❑ Other: 04/22/92 ( 4 4 WANG ENGIN&RING CONSULTING ENGINEERS SUBJECT A. • ....... • I .. .. ..... •Oi ..... 1,4 • •• • ....... ................ • .............. ........ ........ .... ....... • JOB PIO . PAGE.. LOP —IL DATE .74.0-.6 BY CHECKrt) BY PROJECT 1/457.0.1e1/1" C r.i. 1 ' 4 Se OA" 1,1 . 9s. 1 /8,0 11 cy— 1.. 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G,. 1F :. �crroa... /,r , . ct, S y ..._. •'7.,x•_7. ......... 1o4 ._.. .. • . aart ',. . %3 , • ; . I p.. -` .,.._\ ..,41.2. °"... ..5 .... ..._.... y,S�. ... ��� ► • _.,......_ ._. ... . ... _.......�..s. . .." . . , L3 . AN�k afL .A • ' ITt. OA?$ DIsr. IPIION 6•t-b tlVI110HS tie down engineering, inc. so. ..0..tiM ,w +.o Gard•: Y.th I tm► 4tX1C)l. Mi22 „ti ,M1?^ 3/ [Ou 'L�....,, I>< $ ANCr:Qm Ot. •Y i CI. II Y. S. NA4CI1 C. M 2C, I'1 r.1 P1V I C L1 SCA N ONE ot. NO MK L - lot kikrilf4P46. - 1* 1 Ltik t1 Ti C IG.FI . 7 �l.� w7�` 1 "�. PkI 8 114 6 Euse.C. Weld OCL' I Ob Ldis *,r >i, +.: :�- .:*+:^ -•...a n�.1,•v+ •t:v; .0QSm;....,+m. KY x• m TMr ;t "rr`t:s.•• ... :•1:. :.�:- .. r :. O I Ot 4 " „,r ei^?; . 2) P� \ `(''' 'qai' r ( >. 41Ai, NCR dip s �•(2p� 11 JS y hG PLAT' NOTE •-- — SA – A . ! & X. SoiCIUICAr of ,0 nco• A.QAI A •xlran WELDING ELACTp000 • LINCCIN INt4P.Rtoci.O Nn stl ', rout &AS•A LI A ±Ar AIJeRNATE C:Nhtlflb) �.• OIAMtIItt, (IF I -ow:ItC) Al CHOA f Qu'a+< • (HANEL (LIP d GALVANIZED OP REOolflEO, BQLT PINK • 7u+C PLATED -1 NSION BOLTS (MOrm. eac..) ) 4r•E V -11 x ` .x. 1 '1 1-Itr'x MEAD ''‘' /6Q'JANI! NG FLAM.1))'.-% NLIT5. - Ttti 1011 WLT Labeller.). <��� FON MT ML ATTQ {;M l ONLY. TrINSIOM c>L1' LLItt :LE-°t For) VEpiTiCAi. 1ti5lOtA • At Model Cap. Numhcr (tone) ___._. 1.1i15 1JH10 .f r.JNr09 1 JA25 26 . Stroke (In) _ A SL4._ 9 5 715 8 to Minimum r- --- - Toe (In)..�( :I 11/4 x trd Height -- - .- --•- -- Cap .. 1.2 ._ .. „}„3 13 a/i 22 Been Area (In) 71 /a .tL.n st 9 1t2 ill 1j4 f!1 9 t i 10 6 o �2 _ ^ L� Max, Handle Effort (lira) ...................... ,........_.. a . 5 _ 0 • 6 '�10t1 _ Method RI Return So.Ing LGa1 —girl— WeIgi t (IDS) .... _ 81_ 52 'I311 Heavy equipment movers have long realized the benefits of Simplex toe jacks, Truly a universal tool, hydraulic toe jacks can do a wide variety of jobs taster & safer than standard Jacks With toe heights starting at 1' and capacities up to 25 tens, Simplex hydraulic toe jacks are the first choice for lttrt kftlieL tnatnt ?panne, ;lt► rplurai mono, no, and firming. r.� Toe Jacks Toe' Jacks - Repot • Model Num ber Cep. Oft) Struke 11n) Safe end powerful, Simplex toe jacks are solution to a wide variety of lifting problems, Chao : from remote toe jacks that can be used in multi a jack systems, powered by a single power sour' or self- contained jacks that provide high capaciti qtr! low, back saving handle efforts. TOE JACK' :!'1 , . .... Simplex Toe Jacks Are The Heavy Haulers & Structural Mover: t =irsl. Simplex offers the largest solution of toe j cks to lit your needs. lWJWIIS IGWYYOG 1'vlll! Hf! SG/l•UFRIN(I!Q {� lfri�GO(S. Height . Base Area Cap . (In) - 17 1 d iR x12 III 6 Models M Self- contained or remote models. 1111 Low toe heights, 111 Low handle efforts. $w±vel sockets for a cceoa in dose tqu rter3. (TJH5 & TJH10 Only) VHS 1J11111 . T 'Res. Nei. M tape ' ?' Wef hf GyA 417 Co m. • (tb) z• Regd. (pal) [ y • (Cu In) "'... Vtt for .,� 1 ' : r ' ' • 8,x28 � g1A43 : 4 d . flrZi T , ;.. i 7 . ,, ari�tir,� x,fkrA'zt oo.gt z Von ^xsxcym..;.wt•NrzcOxzhroerrmvs x nvc.s.+r.ymo.c.« z- rmpretnor ,rrv.nnr rwfrw rrmnt+mzrt+ ErA?$'i' JUL— 9 -96 TUF.. 11:04 28 4090,77 P.82 C ENGINEER: WANG ENGINEERING, INC, ?.O. BOX $3f i . KIRKLAND, WA !$W4 TEL: {306)4$94927 FAX :(306)4$9.0 7 TO•)OWN ANCHOR REVIS SOUTH CENTRAL SCHOOL DI 1'RI+f. T PORTABLE RELOCATIO tut. ("1 . • 0 • 0, 60 04.. • •■•• 4 Ow 10 •111.■111 wee rim 4•6•4 1105. Wee ay.* • 6 04.6 M.. 66,4 06•6116 4,0 000 ,41.1.14 4 61. 6. ev.1 64'6 00 • .1 ow. "NM 6•660,6 IV .1.• .00 601 606•116 MI* PO. •■•••■ 4.•• 6664, .I.1,646 66,0 ■•• 1...V 11,V1 .... 10406•• ..6 4,0 01•006 0060 0■• 6•••• , *66 06.6 16.6 10600 04 0 60.1 OM, •,•.. 11••411 •••••■ 10 010 .1.4. 0.6 00100 40 •• • Mc 4. 664 0, 41 6.6 ""- 0 0 0 WANG ENG114dERING CONSULTING ENGINEERS ii)vJGCT PROW"( zilfa Axe_ OVV1 eV% .• 01 s 4.6 . 64. ARNO. _Ito L. MOE oF DAT( 2/10.60V.. CHECKro pY 20 40/092T P.OX LialglAsLectitae 671111•1•06 - . •■•■••••...4.1 .114 ••• • 10.6.0 00616.04 .00 . • 0. 61111116. elf et. 00. JUL- 4-96 TUE f1:03 WANG ENGINEERING CONSULTING ENGINEERS () SUBJECT ..1•• ws. .1a1u Q13. -42 . 14 Vie r i 46.... OW Po YON 1.0 tie .._.... ...... _.1 a.. , _...r ... ._1.. w M.Y.. 1..1. Aso a 11* dlk JOIE NO, ... _1. _..._.__._ �....... rACEE /.._ OF . DATE Yeti IIY —62A -- CHECKED by — dry PanJECT ''144 _.l �.lLC1.►�a..._ _.__ . - kelp itrr 20I4690977 d P. 0 1 • , , v 4 5 •5 i" • •vil, V V' ••••••• •••• 5 7 •-• " v 5 5f i5,5 .v v&V,ff, •••■• ,•• ••••••• V V" A JUL -- 9-S6. 1UP. I :06' In... ye ..•••••••••■ ••••••• •■■•••*•.••■•■• VI.eareemaalree•••■•pi j tI • JUL- 9 TuF 11:07 2064090927 4' 1 z P./156 JUL- 9 -16 TUE 11:07 4 s:(..t:•� nr:lti':;..'..'C•':.Tt c :,•�n•r.- rv.:�iwrarxe r.ovv,....,:nrs..�N « -.:r. o-.r s �.. 2064090927 x. ,•:.ov -�..> x.u•7 ^: �r..tar:r�n. °r' ti.:. n. YniY '.+,�r':�';•;!`. «��na5 F.07 JUL-- 9 -96 .1 UE f f loft 2e04 H90921 P.00 •,, , • :a 7, .4,44,•0 4 4,44-.•44 44,,e44 +: n` • ' • JUL- 91..96 TUIE 21200 II 1 a 1 •1 .1. • • • • L 20648,A977 P.011 zI ITI. OAII DISCII►IIoN 0.1 ItvIJtoN$ Z . tie down engineering. Inc. 3/0 (Nwe •.Tla fopo JO>X■ Ting MoveL ACT DN 4.2.154 it Nc31 Utv I LAP f coLT Lk TAIL-5 DI. !Y I \tiOAC.6 cit. SY. C.Mac6ANVICO I CA1t NONE DI NO AEI JP-201 ... JUN -10 -96 MON 10:03 PcA(T1AAJE fJ 7 f ; 4-iCCLf'i0,..1 (Exo,cv TNSION HEAD (rT'PICAL aN ALL Aha -ION MODELS `u,/TENSiON I.I ADS ' * OAT 'TENSION WLT'R/SLOl'(055"101Ce) R.A } RECEIVED CITY OF TU •'71(v n44 - c - e° � '. HEX NEAR, Z . TTN51ON roLTS (MovEL, 6ISb) 1 �»��)1 � .Ii / 1 � . NG PLATED ` (TyR ECI'1, T>> ` Q , TTNSioll EMT v /NoLE. `fEhSION BOLT- FLAN * INSTALLAT NOTE - `3LcT1ED ET'crt?APTo +UF'NAP AYYOIINO $OLT AI 11:A T c, FULL TVVM4 e FoP-E. FINAL 1tNStOK11- 20 MOTE ---- P.02 A I JUN 1 0 1996 PERMIT CENTER Ter�.� boos (MODt . 6X36) APE NE� jv /iV15. - To1510F1 `ALT LAt LEO FON FRAME ATTACNM4~ NT ONLY. TENSION COLT LAE5EL E0 K rO VEf4TtCAL T 3tON. 5 DTI. DATI DSSCII►TION ■ 8 .t-b TIVMONS tie down engineering, inc. 5001WtiolwGno AwtoG+vDaXDe tI ELI % DoeL M222.oto,Mt2:. 41 LbU5Lt: -NELlX EAP�TN ANC ► -+ 0P' DS. SY htiO&,C.6 CL Sr. C. MachthriVICIa iCAll NONE CI. NO MI-1) - 101 JUN -10 -96 MON 10:04 r 7nv.. A4 11 4 1 CA p .S" aIio" F ue,t- LJeld . _.� (�L T oo� yL �II zx3° M IQ2 M�q� t A(� Asa � h11N D IA' ;� 50 2064890927 P. 03 MATERIAL SPECIFICATIONS HEAD . A1S1. C 1008 5 91 NOD- ASVMA•35MOO WELDING ELECTRODES • LINCOLN INNERSHIELD NR • 311. at EQUIV. SOL'TS• ASTMA•301 ALTERNATE ANCHOR ROD • ♦1' DIAMETER II REOUIRED) ANCHOR FINISH • ENAMEL DIP a GALVANIZCO (IF REQUIRED) BOLT FINISH • ZINC PLATED A NOTE - T�NS DOLTS LMnOE L bt56)ARE V-11 x 2 n;'' unX NEAD \ /SQUANE NEC$$(ZINC PL AThD)V /N T5. - TCMSIOti WiT LADLED � A' FOt', FMMI` ATT,,4JMfrNT ONLY. - TENSION PxxT L.A For) vr--PitICAL Aston. 7 1 LTN, NA ICNIPTION OI ,-1'8 2 uvuloss tie down engineering. Inc, 3901 90910510n trim Ab+o CAOiQo 10116 TITLE MoorLS: MS670,MStl;QM542 MS'87 GAIN'O 5.1.6MAP DN, IV r). NOACe'1 CIL IV. C. MaCh t'1VIC -1 /MI ON. 110� /P-301 NON♦~. H JUN -10 -96 MON 10:04 ¶IE coWN 5NCINEFK, rrr•'1IFIED/r) ANCI A 2 2 , 1 r rt p spec. Q0- S78 : .N T NCS 8CS A 225.1 (FORMERLY ANSI A119.3) MANUFACTURED HOME INSTALLATIONS 1987 2064890927 P.04 2. 5.4.16 RESISTANCE TO WEATHERING DETERIORATION - All anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than .0625 oz. /sq. ft. (0.19 kg. /sq. meter) on each side of the surface coated, as determined by ASTM STANDARD METHOD OF TESTING FOR WEIGHT OF COATING FOR ZINC COATED (GALVANIZED) IRON OR STEEL ARTICLES (ASTM A90 -69). NOTE: Slit or cut edges of zinc coated steel strapping do not need to be zinc coated. — WAKED EVIRY 12- 2-5.4.2 ANCHORING EQUIPMENT - Anchoring equipment, when Installed, shall be capable of resisting an allowable working load equal to or exceeding 3,150 lbs. (1,429 kg.) and shall be capable of withstanding a 50% overload (4,725 lbs. or 2,143 kg. total) without failure of either the anchoring equipment or the attachment point on the manufactured home. When the stabilizing system is designed by a qualified Registered Professional Engineer or Architect, alternative working loads may be used provided the anchoring equipment is capable of withstanding a 50% overload. All anchoring equipment shall be listed or labeled as being capable of meeting all the requirements of this section. NOTE: In the absence of the enforcement of "listing and labeling," it is recommended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches. This Identification should bear the manufacturer's name and the specification to which it complies. 2-5.4.8 TIES - Strapping or other approved methods or material shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground anchor. (a) Tie material shall be capable of resisting an allowable working load of 3,150 lbs. (1,429 kg.) with no more than 2% enlongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with the weathering requirements of 2. 5.4.16. (b) Ties shall connect the ground anchor and the main structural steel frame (I -beam or other Shape) which runs lengthwise under the manufactured home. Ties shall not connect to steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instructions. 13 JUN - g9 1 AIVC( 3R INSTALLATION INI rRUCTIONS P A 4 • ' I. Drive Machine Installations: Attach the drive machine adapter head to the tensioning device that is In direct alignment with the anchor shaft. Position the helix -end of the anchor on the soil at a slight angle under the ex- terior side of the home. This will prevent the anchor from hindering future skirting installa- tions. Activate the drive machine and exercise control in maintaining full penetration of the an- chor. 1. 16 4. Ii. Manual Installations: 1. Using a post hole digger, develop a hole approximately 24" deep in the proper position which is directly under the overhead strap and slightly underneath the home so as to allow adequate room for future skirting installations. 2. Insert the anchor; position a piece of pipe through the head for additional leverage, and rotate with downward pressure in a clockwise direction encourag- ing it's final penetration. 3. When the anchor has been installed to it's full depth, repack the earth 6" at a time. Saturating and compacting with each 6" increment will maximize your im- mediate holding capacity. lII.Strap Tensioning Instructions: Insert the tension bolt into the anchor head and loosely attach the hex nut. 2. Place the strap end through the slotted shank of the tension bolt and bring flushly to the op- posite side of the shank. 3. Once tensioned to the point that counter- clockwise resistance appears, a 5/8" open - end wrench should be used to hold the square neck while reposition- ing the 15/16" tension- ing wrench which will enable continued and final tensioning. Repeat as required. WARNING: Carefully Inspect each anchoring location for hazardous local utility companies or building authorities as Is necessary. Bend the strap at 90 degrees and with the use of a 15116" socket or open -end wrench, rotate In a clockwise manner ,wrapping the strap around the shank of the tension bolt. Once fully tensioned; align the square neck of the bolt with the square recess In the anchor head and tighten the hex nut. This wilt draw the two together and lock the system into it's final position. underground wiring. Consult TIE-DOWN STRUCTURAL CALCULATION SOUTH CENTRAL SCHOOL DISTRICT PORTABLE RELOCATION ENGINEER: WANG ENGINEERING, INC. P.O. BOX 8261 KIRICLAND, WA 98034 TEL:(206)489-0927 FAX:(206)489-0927 RECEIVED CITY OF TUKWILA MAY 0 3 1996 PERMIT CENTER I WANG ENGINEERII, INC. PROJECT: Sate M Col t".41 $am,/ D Porto b le Re &coll OB NO. : "eora. BY: /470 DATE: tit //6 CHK: DATE: SHT. NO. 0 CONTENTS: SHEET 1.0 DESIGN CRITERIA 1 1.1 CODES 1.2 SPECIFICATIONS 1.3 MATERIALS 2.0 DESIGN LOADS 2.1 WIND LOADS 2.2 SEISMIC LOADS 3.0 BLDG WEIGHT 3 4.0 LATERAL ANALYSIS 4 4.1 SHEAR TIEDOWNS 4.2 BLDG SLIDING 5 APPENDIX: TIE-DOWN ANCHOR DRAWINGS, SPECIFICATION, AND INSTALLATION INSTRUCTIONS I EXPIRES 06/08/ (1' . 1 2 A1-A4 WANG ENGINEERU ;INC. rr��. f PROJECT: c10u *4 (C tra, f. a ool A . ro to h IG JOB NO.: ? 60/ L gt e a tr'Do BY: NTt.3 DATE: S z CHK: DATE: SHT. NO. 1.0 DESIGN CRITERIA 1.1 CODES 1.1.1 1994 EDITION - UNIFORM BUILDING CODES (VOLUME 2) 1.1.2 ANSI A58.1- BLDG. CODE REQT FOR MINIMUM DESIGN LOADS IN BLDG. & OTHER STRUCTURES. 1.1.3 ANSI/NFPA NDS -1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION . (INCL. REVISED SUPPLEMENT) COPYRIGHT 1993 1.1.4 INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO) 1.1.4.1 EVALUATION REPORT NO. 1591 "STEEL GUSSET PLATE FASTENERS" 1.1.4.2 REPORT NO. 2403 "DIAPHRAGMS " 1.1.4.3 REPORT NO. NER -108 1.1.4.4 REPORT NO. NER -272 1.2 SPECIFICATIONS 1.2.1 WAC 296 -150A 1.2.2 CONTRACT NO. - 1.2.3 PLYWOOD DESIGN SPECIFICATIONS WITH SUPPLEMENT 1,2, &3, BY THE AMERICAN PLYWOOD ASSOC. (APA) 1.3 MATERIALS 1.3.1 PLYWOOD -CDX PLUGGED (DIAPHRAGMS - STRUCTURAL GRADE) PER U.B.C. STD. 23 -3 OR 23 -9 1.3.2 STRUCTURAL PANEL (OBS, WATERBOARD, & COMPOSITE PANELS) PANEL GRADE 2 -M -W 1.3.3 LUMBER - HEM -FIR NO.2 OR BETTER PER U.B.C. TABLE 23 -1 -A -1 1.3.4 STEEL 1.3.4.1 MILD STEEL (ASTM A36) 1.3.4.2 BOLTS (ASTM A325) - ALLTHD (A36) 1.3.5 ANCHOR SYSTEM (TIE DOWN ENG'G, INC.) 1.3.5.1 STRAP #MS670 (3150LB. CAPACITY) 1.3.5.2 ANCHOR #MI22 ?.3 (839f 4.8 • uL r SIR. WANG ENGINiERING CONSULTING ENGINEERS SUBJECT 1 4 CIA fr1 A CIA-tY 1 ...... - I PROJECT cfri4 tit Cc, tea( 1.11 of • PratatIc keinfeitAryi $ 4 1 1. , i i 1 1 4 I N c..., .1. 1 i x . .. 1 ..... .. .._. .0 li 14 - 6 v.didt2r.tt p ... i i 1 I -i i 4 I -• --I I 1 . ..... I I l I. I r 4 I I I I 1 i 1 i 1 I i i = i 4 4 4 4 .1 t i 4.0 4 K .o.,..? id../. 4 ›cii. Lzia..2.- pil-1 ..1 .I I . 4 111 4 .4. ..4 4 -1.. .4 4. 1 _ I . 1 4., 4_ )(.4. F 1 - (:, ii .t 1 i . i .1 .1 1 1. I 1 i i 1 11 1 1 I ' i i 1 1 i , 4 4 i 1 i i JOB NO. 7A 0/ PAGE OF DATE SI /91) By M T t".L CHECKED BY (dim) • WANG ENGIN JOB NO. A 0 / L PAGE OF CONSULTING ENGINEERS DATE . VI /9 BY fril 7 CAI . CHECKED BY (dots) PROJECT Srimit, Cekied StliDol Dr31 . fbr 6 Ale 1 /2e l lot i 4 1.(1)1 , " -- 1 — .......I i.i .1.1.1.11 i 1 I I . 4 - 1 . 1 1 1 Pix_414.vic_.. 41.Thelktmi ... 4 i 1 1 1.0.41e 1 _I - 1 1 i 1 1.....11 4 . _1 Hi I 1 iilipi4-.1 .J I 4. 1 . 4 i 111111 ' 4 4 I I 1 1 1 1 1 4 i 1 1 1 4 4 4 I ; 1 I I I ! 4 1. . i 1 4 .4 ° -1 14" 41 a 1 1 1 1. • • / e t . 1 I 1 1 I l l it. I 1 1 1 4 — 4 1 I i ... 1 1 I I 4 I • 4 4 4 A 4- 4 . 4 r 1.• . 8 Z * 7 4 4 ; = 4 I 4 1 I 4 1 1 1 • ) 1 I 4 i 4 i 4 i 4 i 4 4 i 1 11... 2 216 16 I 1 4(..aix 14'.. 141 (16 bi fi.6/ xi r o SUBJECT J 6 $ li",1)( 4 4 1 4 I r I ; ; 7-1 1-1- 1 1 4 .t. //4.8-d 4 I 3 4 6 1 [1.61.2€42 r WANG ENGINLERING CONSULTING ENGINEERS SUBJECT 1 4 4 4 4 4 .1 1 1 3 JOB NO ?Al)/ PAGE A_ OF DATE /q BY 144 IA) CHECKED BY (date) PROJECT SOti ■Se,it DO Dt` . porta hle (/,c 4 fien1 . 1 1 I • I 1 i I ii 4 4 1 1 1 1 1 .t 1 4 1 WANG ENGINEIRING CONSULTING ENGINEERS SUBJECT ""/ 7 7 ..... ..... N 4 4 4 I l T I I 1 4 1 I 11 I . 1 Cc j j 4 • 1 II I 1 i 4 4 t 4 -14.1.113.1d 64C.Y.141 • .1. 4.. -4— .4 . 111._i I 16 I 4 4 4 1 743 1 I 4 4 , . iii 1 1 I 1 %). 0 it f i 4 _i , 2. 1123. 4 =I 2 .IG 4 1 1 4 1 1 1 1-1 ILI . I .4 - 1 -4 I 4 -- 2 .4 -4 1 lt/4 4 I I 3 2 1 i 1 1 1 i 1 I 1 1 . I I I —4- 4 4 4 4 4 3 4 1 4 4 4 4 4 1 A 3 I 4 4 - 4 i I 1 1 t niq 4 tik, q/ s..a.f. rr.4 —.I Cit LV. 4 i 1 I i I I . I 4 -I 4 4 4 i 4 4 4 4 4- 4 I 1 /A 2 , p 1 .1 .... 1 4 1 is...2 IIC. .4. '1:..f.! e:/..I r.41 4.c...DtPli 4' I )i..c.)..1 4 4 i , i I . . i , : . 4. 4 I. 4 4 4 i i i 4 ad 7 . 4 -I 1 I i 4 4 4 .. .1..R.ic;f1.14, Re..rs Aittc.21 i-- 1.03. 0 4 4 4 i ' 1 i • I 1 I I 1 i 1 : L ., 1 4- -I 1 i I I I i -- i di) J i • i 1 4 4 3 1 r4"" . -l. .. .4 i ? 4 1 1 1... i 4 I I f - ) t•• )1 V I I 1 4 I • 1 4 1 [ • I I 1 • sAktli.C4 4 : I I 1 JOB NO qt 0 / 2 PAGE r OF DATE PM BY M 7 CHECKED BY (dew PROJECT spit re krileG SL VD/ Ds • Pta 1 1. le ketoal 61 - 4 4 f b fk 4 /13 CIA3 . 11 t 1 4 4 lit. OAT( DISCIIPTION p, V -1.-b2 REVISIONS - tie down engineering, inc. }OQ1 1NW 1 J.` C . Arcria GNQo 70144 IITLI MODeL /AtPH 0155 It NGION IILAD tX)LT L- TAIL -5 OIL my It), NOA.C.I`i CK. IT C . Mac:6Ahv ICI-I ICAII NONE I DI NO AAI JP -201 P - Q\- Pcptrr E N 'r Tde•.,4-; k ■ca (Exo.rY p lc.) \`s / 5 ■ \C1 (TYp) I TENSION (-D (TYPICAL ON ALL. ANCI -Oh MODELS •U /TENSION MEADS) 11� ' AT TENSION BOLT `u /SLOT (055" tUICE) rips (1 �) TENSION IDLT u/I -IDLE TENSION BOLT PLAIN or ram * tr4 i ALLATION NO1 E- -`3LCDTl eCDLT' W'At' TO VJMP Ar■VNO 50L1 AI I.I:N T 5 r'ULLTUY*NS f3EFONE FINAL TENSIONING. 5 'I � -, f T rt vs uo' AR f;4cu p az .'7� ACF0 9 NOTE - Ioc OPTED Z , TENSION LOLTS (MODEL, 6I56) Q, AR �g E " - x2IA" `9'5QUAPIE K NEC, HEX HEAD, 4 ZINC PLATED (TYP) - TENSION t DLTS L■ODM'L bI5b) ANE -11 x 2 '' LILY -I &AD Y- /SQUANE Nt=CN(LINC PLATD)v/N TS. - TCNSION WLT LABELED FON FMME ATTACPMENr ONLY. TENSION bDLT LAS LEO ® FOPS vE AL - TENSION. Al 5 ST1. DATE DESCRIPTION 5-t-b'2. REVISIONS ZE, tie down engineering, inc. 5co; whs.:non Clove Anonto Goya.° )03 Ti ,1. (3' Iilt,e) L LI) /* ( ‘I E 2 A Z TN DR. SY 6, NOAC.1 CR. Sr. C. Mzch4hVIC.1-1 SCALE NON t DR. NO mpF- 101 • Amg T liL ICIA1 V \-' 3 1i6 F Wet I 5 01 f: • 5 MOTE— pricPLA"' MATERIAL SPECIFICATIONS HEAD • AISI - C woe 5 ga ROD • ASTM A • 36 MOD WELDING ELECTRODES • LINCOLN INNERSHIELD NR - 311. or EOUIV. BOLTS • Asrm A • 307 ALTERNATE ANCHOR ROD - DIAMETER (IF REQUIRED) ANCHOR FINISH • ENAMEL DIP or GALVANIZED (IF REQUIRED) BOLT FINISH • ZINC PLATED - TENSION eOLIS cMODet 5I 515)AFIE L.1 HEAD WSQUANE. NEChaINC PLAMD)\u/NQT5. - TCH510ti WLT LABELED < FON F1 ATTAz14AitNT ONLY. -ThNSION WLT LA5ELE FOPi VffirICALTE • A z 7 LTR. DATE 1 DESCRIPTION' E - 1 - 82 REVISIONS tie down engineering, inc. 5001 W ooIon L , Anonla. Gecpa 30136 TITLE mopes :MSG7O,MS(o0,M542, MS37 (MSS GALV'D ST1rELSTRAP DR. RY K . NOACrm CR. RY. L. MactIAP1VICI -1 scN ON . NONE. DR. NO NCS BtS A 225.1 (FORMERLY ANSI A119.3) MANUFACTURED HOME INSTALLATIONS 1987 2 -5.4.2 ANCHORING EQUIPMENT - Anchoring equipment, when installed, shall be capable of resisting an allowable working load equal to or exceeding 3,150 lbs. (1,429 kg.) and shall be capable of withstanding a 50% overload (4,725 lbs. or 2,143 kg. total) without failure of either the anchoring equipment or the attachment point on the manufactured home. When the stabilizing system is designed by a qualified Registered Professional Engineer or Architect, alternative working loads may be used provided the anchoring equipment is capable of withstanding a 50% overload. All anchoring equipment shall be listed or labeled as being capable of meeting all the requirements of this section. NOTE: In the absence of the enforcement of "listing and labeling;' it is recommended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches. This identification should bear the manufacturer's name and the specification to which it complies. 2 -5.4.8 TIES - Strapping or other approved methods or material shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground anchor. (a) Tie material shall be capable of resisting an allowable working load of 3,150 lbs. (1,429 kg.) with no more than 2% enlongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with the weathering requirements of 2 - 5.4.16. (b) Ties shall connect the ground anchor and the main structural steel frame (I -beam or other Shape) which runs lengthwise under the manufactured home. Ties shall not connect to steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instructions. 2- 5.4.16 RESISTANCE TO WEATHERING DETERIORATION - All anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than .0625 oz. /sq. ft. (0.19 kg. /sq. meter) on each side of the surface coated, as determined by ASTM STANDARD METHOD OF TESTING FOR WEIGHT OF COATING FOR ZINC COATED (GALVANIZED) IRON OR STEEL ARTICLES (ASTM A90 -69). NOTE: Slit or cut edges of zinc coated steel strapping do not need to be zinc coated. 1E DOWN ENC II.L F J; rft;t 1ED A22S.1 FEL. SPE' Qp - -- MARKED EVERY 12' — A3 13 EARTH ANCHOR INSTALLATION INSTRUCTIONS A 4 I. Drive Machine Installations: `Attach the drive machine adapter head to the tensioning device that is in direct alignment with the anchor shaft. Position the helix -end of the anchor on the soil at a slight angle under the ex- terior side of the home. This will prevent the anchor from hindering future skirting installa- tions. Activate the drive machine and exercise control in maintaining full penetration of the an- chor. 1. 16 4. II. Manual Installations: 1. Using a post hole digger, develop a hole approximately 24" deep in the proper position which is directly under the overhead strap and slightly underneath the home so as to allow adequate room for future skirting installations. 2. Insert the anchor; position a piece of pipe through the head for additional leverage, and rotate with downward pressure in a clockwise direction encourag- ing it's final penetration. 3. When the anchor has been installed to it's full depth, repack the earth 6" at a time. Saturating and compacting with each 6" increment will maximize your im- mediate holding capacity. III.Strap Tensioning Instructions: Insert the tension bolt into the anchor head and loosely attach the hex nut. 2. Place the strap end through the slotted shank of the tension bolt and bring flushly to the op- posite side of the shank. 3. Once tensioned to the point that counter- clockwise resistance appears, a 5/8" open - end wrench should be used to hold the square neck while reposition- ing the 15/16" tension- ing wrench which will enable continued and final tensioning. Repeat as required. WARNING: Carefully inspect each anchoring location for hazardous local utility companies or building authorities as is necessary. Bend the strap at 90 degrees and with the use of a 15/16" socket or open -end wrench, rotate in a clockwise manner wrapping the strap around the shank of the tension bolt. Once fully tensioned; align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lqck the system into it's final position. underground wiring. Consult Dear Sir: c City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0119 (512) May 13, 1996 Re: Thorndyke Elementary School - 4415 South 150th Street, Portable #4 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1-1212.8) 2. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 2 Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) Tukwila City Ordinance #1741 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, cc: TFD file ncd The Tukwila Fire Prevention Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 To: . Steve Lancaster From: John McFarlan Re: Waiver of Permitting Fees for South Central School District Date: April 3, 1996 John W Rants, Mayor The City and South Central School District have a working agreement regarding the waiving of fees for the joint use 'of facilities. In addition, the City and the District have a mutual interest in the appropriate and careful utilization of public funds, especially in that the constituency for both entities is largely the same. In light of this, it has been determined to be in the best interests of the public to waive permitting fees for the relocation of three portable buildings on District property. This memorandum shall serve as authorization to you to waive those fees. That authorization is granted specifically by Mayor Rants. Additionally, I will be developing an interlocal agreement regarding the future treatment of permitting fees relating to activities of the District. We will likely limit any fee collection to actual dollar costs to the City due to external plan review. Phone: (206) 433-1800 • City Hall Fax: (206) 433 -1833 L THORNDYKE ELEMENTARY SCHOOL - LEGAL DESCRIPTION IN THE COUNTY OF KING, STATE OF WASHINGTON: THE SOUTH HALF OF LOT 6, ALL OF LOTS 7, 8, 9, 10, 11, 12, 13, AND 14, AND THE EAST 100 FEET OF LOTS 1 AND 2, ALL OF LOTS 19 AND 20, BLOCK 4, ALL IN ADAMS HOME TRACTS 2ND EDITION, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE ;t 90, RECORDS OF KING COUNTY, WASHINGTON, AND ALL OF VACATED 46TH. AVENUE SOUTH (SUMMIT AVENUE) LYING BETWEEN SAID BLOCKS 3 AND 4: CITY OF E TUKWILA MAY 0 31996 PERMIT CENTER 78.5' EXISTING CLASSROOM UNIT C LOADING ONE 78.5' 40' R/W EXISTING CLASSROOM UNIT D S. 150th STREET 3/ ' ".COPPER WATER EX STING PLAY - GROUND , EOUIPME1T -i0 BE . RELOCATED AS NE5EASARY NOTE: I ' RESTORE DIED GRASS 281' TO EXISTIy CI<ION ) 4" PVC {TXl ROOF DRAT mn MAIONFPMEEl MEWL IN ' ' #/fai �% ©i j 1� 1, ' r� 11114V is N 88'08'07" W 28.92 N 88'06'46" W 128.92' EXISTING MULTI PURPOSE UNIT A EXISTING PLAY AREA __EX. SEWER - - �. —....— LX. LY / PROPOSED ING \ PORTABLE PEXISTQRTABLE' FF=220 CLASSr;0 78' N 88'10'48" W 898.79' • `ao TURNAROUND ' e.1 j ORIFICE TRUCTURE SEE DE AIL RI RIM- 5 (MATCH EX.) E =2 0 ISI Z 213.5 IE,NEI RAMP TO BIAG SEE DE2IC N 88 W 545.67' 5' WIDE CEMENT CONCRETE SIDEWALK SEE DETAIL RAMP TO BLDG. SEE DETAIL FH 4 EX. L j AO kF 36" C P F— SE£ DETAIL I 64 6" PVC S =I.00% MIN CONNECT TO 3 — VP. \ 71( N I ' TEMPORARY FILTER FABRIC FENCE EX CB RIM =214.0 IE =206.7 EX. IE =210.0 PROPOSED 8" 0.LF 8" PVC S= 7.0O% 110 LF 6" PVC SANITARY LATERAL S =I.00% MIN 190 96-0119 10' _L EX. A.C. SEWER CUT EX. A.C. PIPE AND INSTALL WYE CONNECTION PER VAL -VUE SEWER DISTRICT REQUIREMENTS PVC —_— 5 =1.00% MIN EX. STORM 5' SETBACK TYP. 210 206 a2 2 These plans.have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmihal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities Inspector. Date: he 6 04 96 By: N 88'08'07" W 253.04' --198 212 BY Date Per \ \\ Li-!L 218 O F ILE COPY --------- s tand that the Pile Check approvals are ',eat to errors anti omicss and oval ni _ noes nni avau,,•r<e n an v n also of con or UWor' ds l approved p � s a:know1 9e ' I . , - 0 1 _ mat No. \ \ tr..n. »Mna � e s i G tl ' INC. Len>le Uos S SS MARKET STREET SUITES AMXLARD WA !BOSS tMEr e22 -4856 ProHTm Mana0rmrnl Solrko, SS SOUTH LEHUA STREET RAHULUL MAUL HI 10732 Sall STFS20, 5/3/96 REVISED ea r to RE V ISIB THORNDYKE ELEMENTARY Address: 4415 S 150th St., Tukwila Zoning: Low Density Residential Utilities Electrical - Phone - Water - Sewer - Approximate Lot Size 508,740 AIR Existing Building Area 29,370 so11 Total Proposed Building Area 32,954 soft Total Impervious Area 98,130 so11 Site Impervious 19.3 Existing Parking Stalls 30 SEPARATE PERMIT REQUIRED FOR: LECmtC AL ELECTRICAL PLUMBING GAS P;7iN0 C aVISION SITE AND UTILITY PLAN APPROVED 8 Seattle City Light US West, WDO 125 Va1Vue Sewer District A PP R p : L\ : A 3U 1 g01 cm T MAY 0 6 PBeMM CENTER ure I 3 arc 2f 2f 9(u THORNDYKE ELEMENTARY PORTABLE ABD'TION 9 GENERALNOtES Contractor shall be responsible for removing and restoring to original condition any fencing, playground equipment, paving, sidewalk, landscaping, etc, as necessary to move portables into place and hook up utilities. Contractor shall provide and install handicap accessible ramps per detail provided. Ramps shall have a smooth transition to sidewalks with an elevation differential of less than 1/2" and shall meet all applicable code requirements. Contmetonshall be responsible for connecting existing portable plumbing and shall fumisb all labor and materials necessary for the connections. Unless otherwise noted all downspout connection lines shall be 6" min. SD pipe at 1% min. EXISTING 8 PROPOSED GRADE 5. See Mechanical and Electrical plans for additional site utilities, 6. All workmanship shall be in compliance with the latest edition of the Washington State Department of Transportation Standard Specifications, City of Tukwila codes, Val -Vue Sewer District Standards and Water District #125 standards as applicable. FILTER FABRIC FENCE NOTES I. The filter fabric shall be purchased in a continuous mil cut to the length of the barrier to avoid e of joints. _. The fence posts shall be spaced when joints are necessary, filter cloth shall be spliced together only at a support post. with a minimum 6" overlap, and both ends securely fastened to the post. A m of 6 ft. apart and driven securely into the ground. (minimum of 30 "). 3. A trench shall be excavated, roughly 8" wide and 12" deep, upslope and adjacent to the wood post to allow the filter fabric to be buried. a. When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using beav -duty wire staples at least I" long, tie wires or hog rings. The wire shall extend into the trench a minimum of 4" and shall not extend mom than 36" above the original ground surface. 5. The standard strength filter fabric shall be stapled or wired to the fence, and 20" of the fabric shall be extended into the trench. The fabric shall not extend more than 36" above the original ground surface. G. When a tn- strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts. 7. The trench shall be backfilled with 3/4" min. diameter washed gravel. 8. Filter fabric fences shall be removed with they have served their useful purpose, but not before the slope area has been permanently stabilized. 9. Filter fences shall be•inspectedimmediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. EROSION /SEDIMENTATION CONTROL NOTES Approval of this erosion /sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design. The iinplementation of these ESC plans and the construction. maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the contractor until all construction is approved. The boundaries oldie clearing limits shown on this plan shall be clearly Ragged in the field prior to construction. During the constmctien period, no disturbance beyond the flagged clearing liunits shall be permitted. The flagging shall be maintained by the contractor for the duration of construction. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. The ESC facilities shown on this plan are the miniminn requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded (e.g. additional sumps. relocation of ditches and silt fences, etc.) as needed for unexpected storm events. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. Any area stripped of vegetation, including roadway embankments, where no further work is anticipated fora period of 15 days, shall be immediately stabilized with the approved ESC methods (e.g. seeding, mulching, netting, erosion blankets, etc.). Any area needing ESC measure, not requiring immediate attention, shall be addressed within fifteen (15) days. The ESC facilities on inactive sites shall be inspected and maintained a minimum once a month or within 48 hours following a storm event. 10. At no time shall more than one foot of sediment be allowed to accumulate within a catch basillI. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operatia shall not flush sediment laden water into the downstream system. During the time period of November I through March 31, all project disturbed areas greater than 5,000 square feet that are to be left unworked for more than 12 hours shall be covered by one of the following cover measures: mulch, sodding or plastic covering. Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (e.g. annual or perennial rye applied at approximately 80 pounds per acre). I5. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches, DRAINAGE NOTES I. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7- 02,3(1). This shall include levelling and compacting the trench bottom. the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base. _. Steel pipe shall be galvanized and have asphalt treatment #1 or better inside and outside (KCRS 7.03). All drainage structures. such as catch basins and manholes, not located within a travelled roadway or sidewalk, shall have solid locking lids. All drainage structures associated with a permanent retention /detention facility shall have solid locking lids (KCRS 7.03). CONSTRUCTION SEOUENCE Arrange and attend pre- construction conference. _. Contractor to establish building location and clearing limits for approval prior to clearing and grading. 3, Install filter fabric fence and straw bales per plait. 4. Remove existing pavement, surface features and miscellaneous items as noted and rough grade. 5. Install utilities and portables. 6. Temporarily seed areas that would be exposed more than 12 days. 7. Final grade landscape areas, pathways and parking area, pave per plan. 8. Restore remaining disturbed areas, reseed grass areas. 9. Clean n drain system. Do not flush. 10. Remove remaining temporary erosion /sedimentation control after site has been stabilized and site inspector has approved the removal. NOTE: /m= I r-1 I DEAD STORAGE I CB 1 54" CONTROL STRUCTURE (SEE DETAIL) RINI -2113.5 IEe2 3.0 IS) IEe23,5 IN,NEI THORNDYKE DETENTION SYSTEM TOOL JOINT 5' O, C. 3/16" 0 1 -1/2" DUMMY JOINIT-7 5S, / ti Y,4�� i BROOM FIt1ISft \/ CONCRETE STRENGTH 4,000 PSI. MIN. (5 -3/4 SACKI SIDEWALK SECTION 45$ COMPACT/8 SRG -1E S 5 4" MIN OF 5 /8" OR 1 -1/4" GRAVEL AS DETERMINED BY THE ENGIt1EER FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH 'FABRIC TO WIRE 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER I TRENCH IN 8" BY 12 u � FILTER FABRIC MATERIAL PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 8" MIN.. 2" BY 4' WOOD POST ALT' STEEL FENCE POSTS 6'MAX. 2" BY 4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. FILTER FABRIC FENCE 40 LF 36" CMP 5 =0,00% IE= 213.00 5' WIDE CONCRETE SIDEWALK 4" MIN., THICKtNESS BROOM FINISH 7 PRE EMERGENCE HERBICIDE (APPROX. Sibs /2500 SOFT) FILL UNDER PORTABLES rWHERE NECESSARY ONLY) Asphalt Detail IE =215.1 , DI A= 0,8'mr ,r. PPE IE =214. t DIA =1:0" 213.5 wnrrv- DIA =0,85" m ran cawum.,a ROW MAI CATCH WSm ORE 2 KKrt 218.5 2. ourrer CAPAC01, ,tar Use m.x COMBINED raters. rw . vPe sasen c RESrsmrts /9sptoerer dray. ar en o x mcxoRm a a• a st ns rs e [ 0 [na Y'n9rWU99 9rEEl IXrur9nx eeLt9 ea 36" CMP 213.0 rnN /aa 1 `,7 Rant sS rtsny ae as+ LI,WD EEIIC a (aRrCORNUW�t .. 4 c. RIrE. oa m Iv aonio ou roa rrrr, wrnr ui R R n urx. uu. °' sre�c°�rnau r mso um ii ilµvrous An a c oxc we cave r "f227"' ro FVF.ronta unit rr "oR CB #I FLOW RESRICTOR /OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP -T) 2 oshpelt concrete 2" crushed rock .W" RAMP- PLAN VIEW RAMP- SIDE ELEVATION 0 SFORAO TImnvounr RAMP O 2LV n TION EVEROPEEN mime.* `r COMPANY 2640 UOMMP OKIF miss- rot -Ni SOUTH SEATTLE 28, cussaaou •• I I DATE RE VrSiOr NOTES AND 'DETAILS •PPROVE BY OS1Grz INC lonerroer a.+rRn! Bs cedra vudac ,SBITE N Badvm 4MaWN cored neesr :V, sir aaoBrrr tFRB< 9rR/rr 4R < < r Bay : r- PORTABLE RELOCATION RECEIVED CI OF TUKWIU MAY 03I999 PERMR CENTER Bv BY THORNDYKE, SHOWALTER, AND TUKWILA I G...4 NUN. 7fi 14 8=o TYP. u TLJT �T 1 1 :", �TIFDOWN (TYP /6 PLCS) 448 D.F+t 2 lam (EXISTIN C (I) 808.x16 cm(' W /(1)4x80 /604P 40160 /6 CPU PAD W/ P7.404 POST (TYP. 6 PIGS) D E W2 � .. ( TI I ' ' I CUT A HOLE 10 IIJSIDE FACE.. 1 BOARD( APPR( O/4 "0 CARRIAGE 64475 To 3ET TIE -001(1N CAKRIAC,& .BOLT. TNRU Eri.sTINC WALL REPAIR WALL BOARD AFTER BOOT GOT PLATE W/ An6" STEBL � � /NSTALLATION TIE -DOWN TENSION HEAD sV1III OOO/N / E % G�NEBR IN 4T TIE EX13TINC, 7x4 FL.JOIST 6 /6"0.0 ETISTINC9 1 /5 "/ 7 LVL. RIM. TIE -DOWN DETAIL, TYP 11/2 " =/=0 1 1 /4 "K 0.035 3TECY .71E. DOW01 STRAP. W/ NI 22 (5 /8) ZRON ROOT AN0808 By TIE DOWN EIN6.INEERI4Cv, ZNC . fi l EXISTING MODULAR CLASSROOMS FRONT ELEV. 1/4 ° =1'- - 64'0 3 B EQ. SPACING (2)P.T. 6x823 =9 (6)FLA7 PT 608.03=9 i1 _LtnLi 1A�I 11nll fi-i1 1 r, II IIrlit ET-7 .I .I 11.InI1 FOUNDATION PLAN I /4 "' I -0 lru O CENTER C0L -. FTC7, Va "- /! o PT. Z x 12 ON GRADE w/ 808x16 ctn.! w /PT ONTOP w/ 414 P057 Lai /4' -0 Fr, L J _ _ L Ln _I_ _ I ad_ 6105T(61G FL JOISTS EXIST/MG IC RIMS I ' ITr111TR11III11 7IIT7TI1i1111rn III nlnT1T1 Hi niinnnlrl ill 11i1Trm I.< — 4-sE po37 PT. 4.x89 C/-lU 8x80 16 CMU (2) 068 PT Z q LO t.UN O END WALL COL FTG. (2 PLCS) 1/2 " =I -0 5/8 'SKIRT TO MATCH E 0ISTING v✓ /c,ALV 6d C' 4" A LO/JC, E0C E5 B 6d @ Iz P/0LD PT 204 BACKING C 48 "O.c, W /(2 ) 1,4/U, /0 /YT 2x6 COMT. — W /CiALV lad G6 2 Z PT. 2012X2=0 TYP. PERIMETER 11/2 " =I =o F. FLOOR ELEV .44/4/0!. 276.5 THORNDYKE 2205 TuKWILA 90,0 TYPICAL END ELEV. V4'- iLO EM /STING 2x FL JO /ST C. /6 `O. C. 1 Ex/S711VCi I '/2 x 7 '/4 , LVL RIM PT. 4,4 POST PT 248 41 8482/6 CMU, TYP 5. Design code: UBC 1994 Dc16---01,19 8. Concrete masonry unit shall conform to ASTM C90, Grade N, Typo I. 9. Tie-down anchor shall be capable of resisting an allowable working load equal to or exceeding 3,150 lbs. and shall be capable of withstanding a 50% overload without failure. Tie -down anchor shall be by Tie Down Engineering, Inc. or approved equal. 4. All lumber in contact with concrete shall be pressure treated 0.25# /cubic foot C.C.A. All lumber in contact with earth shall be pressure treated 0.40# /cubic foot C.C.A. 6. Design Loads: Wind 80 mph, Exposure C Seismic Zone 3 7. All lumber shall be Hem -Fir standard and better kiln dried, GENERAL NOTES 1. Contractor shall verify all existing structural elements and dimensions as shown in this drawing and notify the Engineer any deviations prior to the start of work. 2. Minimum soil bearing pressure : 1,500 psf 3. All footing shall be on native undisturbed soil, or on structural fill compacted to 95 compaction. NARK 001 G OIN1 crry a E NKwaA MAY 0 3 1996 PEPMM CENTER N SOUTH CENTRAL SCHOOL DISTRICT PORTABLE- RELOCATION SCALE : AS SHOWN tYN+N aura: 5 - 2_ 96 28 x 64 MODULAR CLASSROOMS TYP. FOUNDATION PLAN SECTIONS [11.1.46 00 WANG SNO ERIIYG DVC, 96012 MT