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Permit 6060 - Foster High School - Modular Office Building
OSTE N I C71-k SCHOOL BP4 CaoCC APPROVED FOR i7'' ; 7 , i1 ISSUANCE BY: 4 � 1 � `.,(,> >� %�i BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: P-/- _ w2 to be true and correct. All provisions ` herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certify that I have read a examined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized SIGNATURE: - -_.. -._ {�,�yc)\ . \ � �� DATE: MA_ l -- c l 0 PR INT NAME: C W .)-\ -K;(\ COMPANY: 11**)I() ∎kt_, LC/drill PROPERTY OWNER South Central School District PHONE 244 -2100 ADDRESS 4640 South 144th Street, Seattle, WA ZIP 98168 CONTRACTOR Pacific Mobile Leasing, Inc. PHONE 748 -0121 ADDRESS P.O. Box 1404, Chehalis, WA ZIP 98532 WA. ST. CONTRACTOR'S LICENSE # PACIFML150QL EXP DATE 10 - 28 - 90 ARCHITECT Bryant & Associates PHONE 453 -8375 ADDRESS 204 111th Avenue N.E. Bellevue, WA ZIP 98004 TYPE OF CONSTRUCTION: U _ N UBC EDITION (year) SETBACKS: N - S - E - W — FIRE PROTECTION: ❑S rinklers p i� Detectors ❑ N/A UTILITY PERMITS REQUIRED Yes ❑ N o (through inTu Works) ZONING: R - BAR /LAND USE CONDITIONS ❑Yes ®No 413,00 6835 3 -20 -90 CONDITIONS (other than those noted on or attached to permiVplans): 4.50 — 5-1 - cIo ENERGY SURCHARGE SQUARE FEET OTHER: TOTAL SQUARE FEET TOTAL OCC. LOAD DESCRIPTION AMOUNT IeT # DATE BUILDING PERMIT FEE 635.00 a - - PLAN CHECK FEE 413,00 6835 3 -20 -90 BUILDING SURCHARGE 4.50 Qfq-(r 5-1 - cIo ENERGY SURCHARGE SQUARE FEET OTHER: TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL - 1.052.50 USE i / / CODE COMPLIANCE / / / FLOOR 4 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD [ TOTAL 'CITY OF TUKWILA Department of Community Development - Building Division .6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. (00 DATE ISSUED: 5-0-i 90 S 4640 S 144 St BUILDIN-G PERMIT (POST WITH INSPE(' :ION CARD AND PLANS IN A CONSPICUOUS LOCATION) VALU FEES c, Z N -$ 88,616 on PROJECTNAMEJTENANT Foster Hi h School ASSESSOR ACCOUNT 0 152304 - 9108 TYPE OF U New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) Other: DESCRIBE WORK TO BE DONE: Set up a 28 X 66 modular office builidng (to include ramp and sidewalk). OS 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. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: uy 11./OW PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING L959 ,10 3RD NOTIFICATION (init.) PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) `T! SQUARE FEET OCC. LOAD SQUARE FEET OCC. 'SQUARE LOAD FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- — PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PA1.TM ik BUILDING - initial review ej FIRE PLANNING PUBLIC WORKS 0 OTHER (X) BUILDING - final review TE 301 -clo 4-310 s ROV l (ROUTED) INIT : /CJ Ili -90 INIT: INIT: lU1R.EIII(E�`f�< l I CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: ( 1 Sprinklers 14 Detectors (D N/A FIRE DEPT. LETTER DATED: ti--6 �v INSPECTOR: ZONING: /.. 2 'BAR/LAND USE CONDITIONS? (l Yes N? No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Yes ( ] No Yes O PUBLIC WORKS LETTER DATED: C" Dill it t� to Pw TYPE OF CONSTRUCTION: UBC EDITION (year): ✓N 19 REVIEW COMPLETED PROJECT NAME BUILDING PERMIT APPLICATION TRACKING SITE ADDRESS LIV--l0 S I -! t J( xJI oo SUITE NO. 03/ DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE (03,a) BUILDING USE (office, warehouse, etc.) Administration Office B - 2 NATURE OF BUSINESS: Educational PLAN CHECK FEE W 1 3 co (plz,3 ;3- -dI0 BUILDING SURCHARGE °>D ADDRESS 4640 South 144th St. Seattle, WA ZIP 98168 ENERGY SURCHARGE PHONE 206/748 -0121 ADDRESS P.O. Box 1404 Chehalis, WA ZIP 98532 OTHER: EXP. DATE 10 - 28 - 90 ARCHITECT Bryant & A ssoc i a t es PHONE 206/453 -8375 TOTAL - i1C3f SITE ADDRESS SUITE # 4640 South 144th St. Seattle, WA 98168 VALUE OF CONSTRUCTION - $ 98,616.00 PROJECT NAME/TENANT ft tt \- \ich* 5c_h Convertable Classroom Modu ASSESSOR ACCOUNT # 1523049108 TYPE OF (J New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Stora.e ❑ Reroof ❑ Remodel residential ❑ Other DESCRIBE WORK TO BE DONE: Set - up a 28 x 66 Modular office building.To include ramp and sidewalk BUILDING USE (office, warehouse, etc.) Administration Office B - 2 NATURE OF BUSINESS: Educational WILL THERE BE A CHANGE IN USE? E No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 1848 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? TB No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER South Central School District PHONE 244 -2100 ADDRESS 4640 South 144th St. Seattle, WA ZIP 98168 "CONTRACTOR Pacific Mobile Leasing, Inc. PHONE 206/748 -0121 ADDRESS P.O. Box 1404 Chehalis, WA ZIP 98532 WA. ST. CONTRACTOR'S LICENSE it PACIFML 150 - QL EXP. DATE 10 - 28 - 90 ARCHITECT Bryant & A ssoc i a t es PHONE 206/453 -8375 ADDRESS 204 -111th Ave. NE Bellevue, WA ZIP 98004 CITY OF TUKWILA • Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION AIUS7 BE FILLED OUT COMPLETELY BUILDIt PERMIT APPLICATION FEES (for staff use only) ( HERESY CERTIFY THAT; I HAVE READ AND EXAMINED APPLICATION TR. UE 'AND CORRECT AND I. AM AUTHORIZED TO`APPLY FOR <THIS'PERM BUILDING OWNER SIGNATURE? OR � L��'LcZ�C.� AUTHORIZED AGENT PRINT NAME R.Ll1dL 41 1I�d]teci��ii Pacific Mobile Leasing, Inc. ADDRESS p.o. Box 1404 CONTACT PERSON Richard Haakenson SAME: T :. .K DATE 7c) PHONE' 206/748 -0121 CITY /ZIP Chehalis n PHONE 206/748 -0121 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of community Development prior to application submittal. Contact the Permit Coordinator at 1133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED &3 ° c DATE APPLICATION EXPIRES 03/30/89 COMMERCIAL_ NEW COMMERCIAL BUILDINGS /ADDITIONS n Completed building permit application (one for each structure) nI Assessor Account Number Two sets (2) of the following: Specifications RESIDENTIAL NEW SINGLE - FAMILY DWELUNGS/ADDITIONS In Legal description Assessor Account Number El Two sets (2) of working drawings, which Include: • Site plan • Foundation plan • Floor plan • Roof plan • Buildrg elevations (all views • Building cross- section • Structural framing plans Washington State Energy Code data .: Ln Completed utility permit application C Six (6) sets of site plans showing utilities S6BMITTAL CHECKLIST Structural calculations stamped by a Washington State licensed — . engineer n Soils report stamped by a Washington State licensed engineer n Topographical survey n Energy calculations stamped by a Washington State licensed engineer or architect ci Legal description Woilung drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings Landscape plan Completed utility permit application (one for entire project) n Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE n Completed building permit application Assessor Account Number Two (2) sets of plans, which include: • C Building floor plan showing: • Entire space where racks will be • Exit doors • Dimensions of all aisles n . Tenant space floor plan showing rack storage layout, aisles an • exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. El Structural calculations stamped by a Washington State licensed engineer (radt storage 8' and over). Completed building permit application (one for each structure) NOTE: Building site plan and utility site plan may be combined See utility permit application and checklist for specific submittal requirements. Adch ionaI topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS Com pleted building permit application (one for each structure or n Assessor Account Number Two (2) sets of construction plans, which include: Site plan • Location of tenant space • Existing and proposed parking n Overall building plan TI Construction details n Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any udtty work Is to be done, submit separate utility permit application and plans. . REROOF n Completed building permit application (one for each structure) n Assessor. Account Number n Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign- off of the permit. • ANTENNA/SATELUTE DISHES Li Completed building permit application E . Assessor Account Number Two (2) sets of plans, which include: • Tenant location • Use of adjacent (common wall) tenant •.Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan, with use of each room labelled. • Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished. • Cross sections showing wall construction and method of • attachment for floor and. ceiling. Site: Plan (showing building arid location Of antenna/satellite: Details antenna /satellite. dish and method of attachment.:: :Structurel,calculations stamped bya Washington State licensed engineer maybe required RESIDENTIAL REMODELS `<: n Completed building permit application (one for each structure) :.. I I Assessor Account Number n Two (2) sets of working drawings, which include: • Site plan Founda plan Floor ni n ', • 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 plane must be submitted.: . REROOFS n Completed building permit application (one for each structure) '] Assessor Account Number Narrative describing existing roof, material being removed, and materiel being Installed. NOTE: A certification letter is required prior to final Inspection and sign oil of the permit. fl n rI fl rl I LI LI 1_1 LI LI LI LI • Type of Inspection Site Address Li Requestor Special Instructions Inspection Results/Comments: CITY OF TUk ■ Building 4111:tment 6300 Alr Boulevard Tukwila, WA 98188 1111 1111 (206) 431-3670 Inspector INSPECTION RECORD PERMIT # con C 0 Date (r - 9 e) Date Wanted a.m. p.m. Project o Phone # Date I, CITY OF TUKWILA Building Opnartment 6300 South er Boulevard Tukwila, W 18188 (206) 433 -3670 1. c gr Type of Inspection Site Address e /(e4'0 Requestor id i'GA.c Special Instructi ,.. V riLvJ kI S ti/u2 _ c ` �J � %_ ' r Phone # 4 .r D/ Inspection Results /Comments: ,j/ INSPEC RECORD PERMIT # � 1?5 Date CQOD /90 Date Wanted l0 /.5 Project — R"1; ,C_ S'. ry-- v►- L.efte. .4 p.m. y £ -/a41 ; •o v.�, a £ Pl f% s 4 ( G40 rarer /I 4te. -'1 Date 2,5 — cio CITY OF TUKWILA Building Dekment 6300 Southc r Boulevard Tukwila, WA 8188 (206) 433-3670 , INSPECTION RECORD PERMIT # 6060 Date ype of Inspection '7 ■,..7 .-(4-. 7---r '7, ' - Date Wanted L S — 2--7--e.) a.m. ;ite Address '7 ‘ L e 0 5D l (-- Project / = e .,, crSc tequestor Phone # ;pedal Instructions Inspection Results/Comments: Inspector "74e/e—EP /"-e /_S 7i0;4-11Zde-- Date .5 - 2- 9 Inspection,Results /Comments: Special Instructions Inspector 4;4- CITY OF TUK' ",A Building D tment 6300 South( Boulevard Tukwila, WA 98188 (206) 433 -3670 Type of Inspection O n Site Address b O s t u Requestor 10`.1 \J i 1'\Q. INSPECTIV RECORD PERMIT # (QC* O Date S - 9D Date Wanted 5 -P Project FC• WY 1 r A C1'1 Phone # 1 0 � .P.�� -`ss•"xp c4 1.1 (.9 Date , c-- 2- 2, a .m. • CITY OF TUKLA Sntrol No. Central Permit System Permit No. '(i(( ) TO: ❑ Building ❑ Planning Project Name ;� . '1 . US' _'�� _ l�" r_ ; ;r , ii v i. � /(� / ".-; ,; /— Address L %� � Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( () () () ( ) 4 f ��r Ji ,� � ;� � ;�, i� � (cam • () V1 V\ V\ ) Authorized Signature Date I This project is a proved by this department: ( 7 /2 7 /// //). Authorized...Sibnature FINAL APPROVAL FORM El Public Works `2l Fire Dept. Cl Police ❑ Parks/Recreation Date CPS Form 3 May 9, 1990 BUILDING PERMIT CONDITIONS CC' go sg-• Foster High School temporary building permits 90 -139, 90 -140 and 90 -141: The following conditions shall be met prior to final sign off of all (3) three temporary building permits. 1. Applicant shall provide a detailed landscape plan which will incorporate the following items for approval of the Planning Director: a) landscape materials - type, quantity and location b) location of pathway from St. Thomas Church parking lot to Foster High School. c) construction details and cross - section of pathway for the new parking area and the revisions of the existing parking lot for approval of the Planning Director (per City's standards). 2. Applicant will submit a lighting plan indicating how the parking areas and the path from St. Thomas Church parking lot to Foster High School will be illuminated. 3. Approval of plan by the Police Department and the Public Works Department to address issues of safety and surface water impacts. MODERN BUILDING SYSTEMS, INC. "The Smart Choice..." Telephone (503) 682.1422 Fax (503) 682.3685 I.O. l3ox 250. 10940 S.W. Clutter St. • Tualatin, OR 97062 5oucJb ATIoh1 Foci. Soul CC- t.ITRa4l,. CocL D1STRtGT' 2e,•4 C 4 Akor tIi4tSTRA YOt.t 'FSUlLrINv Zas4 co o e.LAsstto•Ms Fo - 1DAT/ot4 A1 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or crtlica lce. Receipt of contractor's copy of approved plans ackn. wksdy2u. By Date Permit No (0 0.11. ( -P 0 9 O RrCEIVED CITY OF TUKWILA APR 1 1 1990 PERMIT CENTER Date ' ,hI4 lqQ Project No. E z S By K1OdZ. Scale Sheet of P,10 cALcut..Anohls fi-oN- I ' fo►J -6 \\ A: s4, WAs4."* J' , f r Y : e 74: . .1 un v • /1/4/ • 3 I 4a � L E... • . swami i tuna-' - resod ...r.. .....M...r.r11i MODERN BUILDING SYSTEMS, INC. • The Smart Choler..." Telephone (503)58Z 1422 ltuc (503)682.3685 P.O. tlox 250. 10910 S.W. Cluttrr St. • 71Lrlrtin, OR 97062 r-- t.,00CL so v..1-$ - O Fr-1 GE u4k7V3Kr 614.1.0 1 -11" ' �' i 1 \‘‘'• t p Lo s5/2 ' 1 col= rifts • F it QAnr►.1 - »PE . Z ooF '3s•F C 13.03' z to. S). -•.JAA- u... eoPsF.( i1.002 C.r)P ( ` (v.'12(z, v ( Coi4r. P. r. 4 1 , 01 o.BGct.ts)Caso1 U1Ax * 519(4\ t .1.. .- .I . (d 0.t1 j . . I ..... • • 0. ' Z40 PLF • . SI 'Zoe, 519t-Le ' Rccciv[:� CITY OF •r�Jr;w;LA APR. 1 . .1 1990 REFIMIT CENTER uSE 2 x 4 2 , u4•'. 4. 24F a re, e S\9PU,V e' •cc 12oopF e. z5 �►�� uSE cot-tr. p 4x ? roject No. ° 3.15 13y Scale .� Sheet 1 of 2 ..c I2ala9 DL= 1OpsF LL= SO "rt.= (DOPSF ( iboPLF • • C NIFORM LOAD: Dead Load = 13 psf Live Load = 67 psf DC spac'g = 1 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 1.5 x 5.5 . Allowable Fiending,psi: Fb = 14504A bending stress: +M fb = 427 psi Allowable Shear, psi: Fv = 950'1 for +M = .27 k-ft Mod of Elasticity, psi: E G 1700000111 0004300 -M fb = -760 psi Duration of load. factor = 1 for -M = -.48 k -ft Live Load: Deflection < L / 360 b +C. Load; Deflection < L / 360 Shear stress: fv = 56 psi for V = .31 kips Ucabraced top edge in region of +M (ft): Lu G 0 Unbraced bottom edge in region of -M (ft): Lu 10 0 Eff span loth ratio: le /lu= 1.92 Allowed overstress:( %)/100= .01 Exact Beam WIDTH (in): b = 1.5 Ovaetc.v.it_ N.r IMO Alt.; 3 „ 5,q►ats 10.8w. A* p,oc -1', 455 Pvt. BM -1 1.5x 5.5 .21 I. I< Beam Mark 1 UNIF r M LOAD; Dead Load = 13 psf Live Load = 67 psf DC spac'g = 1 ft .69 1, 6�92'ft 6.92 ft Dead Load Deflection Live Load Deflection D +L Load Deflection • _ .008 in = .039 in = L/ 2123 = .047 in = L/ 1778 Allowable bending stress: for +M: F'b = 1450 psi for -M: F'b = 1450 psi use ?xis %4 .F. 2.4 esri . e COIL NAILSI300 NAILS PER COIL Shank Duo-Fast No. Nails Length DIa. Stock Per In. In. 6hanklPolnl No. bow 1 .086 Ring /Diamond 129 16,200 1 1/8 .086 Smooth /Blunt Chisel 134G 14,400 1 1/4 .080 Smooth /Diamond 054 12,600 1 1/4 .080 Smooth /Diamond 0646' . 32,600 1 114 .086 RinglDiamond 055 . •. • 2,600 t 1/2 .086 Smooth/Diamond 052 10,800 • 1 1/2 .086 RinglDiamond 056 10,800 1 1/2 .086 Smooth /Diamond 0630' 10,800 1 1/2 .113 Smooth /Diamond 107 10,800 4 1/2 .148 Smooth/Diamond 124 1,800 5 .148 Smooth /Diamond 125 1,800 Shank Length 01a, In. In, 1 1/2 .172 1, 3/4 .072 • 2 1/2 .072 1 3/4 .080 FINISH NAILS Puln1 Duo•Fasl Nu. Nails Stuck Psi No. boa Blunt 848BP 10,000 Blunt 856BP 10,000 2 .072 Blunt 864BP 10,000 Blunt 8800P 10,000 11/2 .080 Blunt 848AF 10,000 Blunt 864AF 10,000 1 3/4 .086 Smooth /Diamond 053 9,000 2 080 Blunt 864AF 10,000 1 3/4 .086 Ring /Diamond 060 9,000 13/4 .086 ScrewlDiamond 058 9,000 1 3/4 .086 Smooth /Diamond 062G' 9,000 BRAD NAILS - PINCHED HEAD 1 3/4 .086 RinglDiamond 0666' 9,000 IGtwn% Duo•Faal No. Nails Pei 1 718 .091 Ring 135 9,000 Length Dw, in Yt. Point No. block amon g Boa 1 7/8 .092 Smooth/Diamond 051 9,000 _ 1 7/8 .092 Smooth /Diamond 0616' 9,000 5/8 .060 x .078 Diamond 6020D 5,000 1 718 .002 Smoolh /Diamond 096" 9,000 'I 7/8 .092 Ring /Diamond 059 9,000 3/4 .060 x .078 Diamond 6024D 5,000 J 1 7/8 .092 RinglDiamond 0656• 9,000 4 1 7/8 .092 Screw /Diamond •0826• 9,000 7/8 .060 x .078 Diamond 6028D 5,000 '3, 1 7/0 .092 Screw /Diamond 057 9,000 2 .099 Smooth/Diamond 076 9,000 1 x 078 Diamond 60320 5,000 z 2 .099 RinglDiamond 001 • 0,000 1 1/8 .060 x .078 Diamond 60360 ' 5,000 A v. 2 .099 Screw /Diarnond 080 9,000 1 114 .060 X .078 Diamond 60400 5,000 2 .099 Smooth /Diamond 0876 9,000 %A 2 .105 Screw/Blunt 131 9,000 Availuhln made horn stool and aluminum. '"Cr 2 1/4 .099 Smooth /Diamond 078 7,200 . ■.$ 2 1/4 .099 RinglDiamond 085 7,200 :•. N 2 1/4 .099 Screw /Diamond 006 7,200 BRAD NAILS - OVAL HEAD f. 1 4,4 .099 Smooth /Diamond 0896• 37 2200 ( j tha Duo Fwl No. Nall• /4 .00 RinglDiamond 0926" �7,2 0a � � "' nOth �+• dock Par • 2114 .099 Screw /Chisel 121 7,200 h• Point No.. box 2 1/4 .105 Screw/Chisel 120 • 7.200 1/2 .060 x .078 Diamond 6016HB 5,000 21/4 .109 Smooth /Diamond 106" 7,200 2 1/2 .113 Smooth /Diamond 097 7,200 5/8 .060 x .078 Diamond 6020HB 5,000 21/2 .113 Smooth /Diamond 118G 7,200 2 1/2 .113 Screw /Diamond 132 7,200 314 .060 x .078 Diamond 6024H8 5,000 2 1/2 .113 Ring /Diamond 133 7,200 7/8 .060 x .078 Diamond 6028110 5,000 3 .113 Smooth /Diamond 127G 5,400 1 .060 x .078 Diamond 6032110 5,000 'Electra galvanized "Aluminum 1 1/8 .060 x .078 Diamond 6036IV3 5,000 • 1 1l4 .060 x .078 Diamond 6040118 5,000 COIL NAILS/150 NAILS PER COIL Shan't Duo -Fast No. Nails Length Dia. Stock Pot In, In. ShanklPoinl No. boa CORRUGATED FASTENERS 3 1/2 .148 Smooth /Diamond 123 2,700 Length In. Duo-Fast Stock No. No. Pat boa 4 .148 Smooth/Diamond 122 1,800 3 18 CF•318 1,500 1/2 CF•1I2 1,200 • M cAl-t r e_ MA2CJAGE L( MCAAr I4s MODERN BUILDING SYSTEMS, INC. The Smart Choice..." Telephone (503) 682.1422 Fax (503) 682.3685 P.O. Box 250. 10940 S.W. Clutter St. • TUalatln, OR 97062 E$t Posr @ •qx a SHAM Ack,z . 1� _: t , 13 �Z c •ZG' cxo lex vow \) ,' 1.7 (mt.). . -2zet3 (0. =t1ss" �VL= 0.85 (4 �Zooa.0 14 m 2.5•\ F.. IZ 2Zw) ( ((o,06. Z�31et =t.t�s 14S c ze31(12) 3S _z 11. L s h W - 1V1Pt.r (v) z'4pLF (8) 7 o 32 -' (1-'1 • totG' = t\%tr' F [ 1 s. 61 sit2) Qo /t 119 ( I.c 0 1 <41 (t21 —17 h> 3,z• G 3.S• 1C +.t.2Sht t 3s 0.14- USE 4 x12• x cMU P/j Dale 3 11 Project No. 825 By S-f t2 Scale Sheet f1314-4of x1L'%ICP'CM.1 rAo tte* c e032 I,ISrT 2 •ct,1Fr2• ISoo < 1.9 r32C. ZX12.x72 U SE. - x Iago CMug PA r"■ MODERN BUILDING SYSTEMS, INC. "?he Smart Choice..." Telephone (503) 682.1922 Fax (503) 682.3685 P.O. Box 250. 10940 S.W. Clutter St. • Ttialattn. OR 97062 Root CoLu Mt f 32' IL K r (,,os Z,o,1 G G. oS v 1 Ft,R 77o6 4P 41 F t C o o s o = 4,03Fr: < I.zs(4 \= S' Prs ISOOPS. .. .. 1 A Qc c NI 62.5 iSspa. 39 G P�.r tuao 13A- F t Rzdtze = Z01G0 0.c,-1(.2s\ 3 Z' t210 PSc P'Sitt ( � 4 /a (tSe`- -44" Sa . t(S562) l t.z,►J 1w. 37.814 USE Z- G k� P.T. X' -� tr 4 x g I lP` C Date 3(13190 Project No. 1325 By r Scale Sneer ft-So( L •t Zo3 . ZZ19Z f t600,sF • I '4."19r4 `•S..BS q (S sir DL 3.G - 7Pt: Lehi 3 qs= 1934PsF ( z t (2L 3196" -te.s Z01Coo . 31Spsr a41N.1- 20_ 1C .3z.3td= ' 38,5111• Z -1x6 34 112. 7_634 1�1 u �c • 11 34 ( 3591 441, "1 " Lit. = 33.4 Sir( O.k.. %my 159 4 , 39.90,.<< 31•g1l1 \2 x(0.414 \C1.Is> c 34opsr US.E $)00x1(o" CMu �pLK. o,c. Ca k b p.c• war C FIL 34 •tI►,.s.. SR = 311&(12\ . 31.0t &.' ' 37.8trss 1 - � so(Qeco1(1.1s) 4616 =64 tN . • 6 • O.K. MODERN BUILDING SYSTEMS, INC. The snot Choice...' Telephone (503) 682.1422 Fax (503)682.3685 P.O. Box 250. 10940 S.W.' 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OR 97062 _ .3392 Z7iPsr °ts� 3 3qZ a 1441e (,u. 1357rt.F' (3 -s 1 A I trit , 33 z.zG Isx) o.9 (Z.$) . Maktar= 1'bs1PUF l "IA AZ \ Z44tr -txs s2ir ?4.1 (1 ?1 _ 1 1Z - I. to w Bxe I t y t tV tt up' (z1 a 2 .S2 VT 2 7. ._... 3 i2 `34t4 r,i "14-5 NA Z.52r-r Koo4r z 13o4Pts (1A/.. t 79.5 Fr L (1.')= 135 Aida t G (1351(12) , h 3 s" bht Cltzs � �► z DR4 4 " v i t % I G • • CoN [. RUC. �... � x B r 112 C 4 4 . /11.2S ?AT 12 Z . 11,0, 4.2 hi. 5 •! . t m.. — Date Z { Z3l90 Project No. X25 By K & Sole Sheet I -Z IA 'FM - • • MODERN BUILDING SYSTEMS, INC. "The Smart Choke..." Telephone (503) 682.1422 lax (503) 682.3685 P.O. Box 250 • 10940 S.W. Clutter St..'ivalatln. OR 97062 th- o1ST. F - toot - t ,om \ 4124 8 ' — 3 a -v 1' l GgC9" 1!pIl MiJ (1o4401( 4..79 I G,"19' 1Z,'1r� 1 4t4�LF P S onar Date 21 73190 Project No. SZ.S By Yowl- Scale Sheet t`Dl1•2 o/ FvN -L link% - tae) (" "M'e 3a4- MPLr SfL• 34467.1, = 3.161 12.50 uSE z s. e l c / . 0+ gz4 ('7."'"1)`/a_. ' -4et S 31516t1 30.2 '30."no. 1L91• 1ZSo Actca 3(1•96- 25G\ LZ,7t►t.ia. t5,9ap,t zC9S1 415E 403 3 ort. -.. • - 6666..:•:...: i.:..: i . . - . • MODERN BUILDING SYSTEMS, INC. . The Smart Choice..." Telephone (503) 682.1422 Fax (503) 682.3685 P.O. Box 250. 10940 S.W. Clutter St. • Tualattn, OR 97062 - `75('PLs- 2:00 rt.* 42 13So - ws Sn= V So (t71 r . II;3 yt 12 tu.; 0.1y0(1.331(IZSo) c'1s( 13sa t .. cis 3(3 @. 64c. w At.L 13'-1 o'ti I� ISPSt`LI•SI i -2IZZPt,F .C .10Ca1 fr -Le zlzz.(V 4 z44- f'(3,s\; 404PST .e <119Pst t) Date -. 3114 1 0 Project No. — By Kier? _ Sale Sheet I014-loot 'TOO • Its[ Pos1 E 7 (t) 4I >) Sri. .13.911.0_ . MODERIV BUILDING SYSTEMS, INC. Thr" Smart Choler..." Telephone (b03) ti82.1422 Fax (503) 662.3695 P.O. Box 250. 10940 S.W. Clutter St. • Tualatin. OR 97062 G' " NAo(. ..L.frtr RECEIVED - CITY OF TUKWILA APR 1 1 1990 PERMIT CENTER 17E:TAI L -• F►.Ao ►al . IAA �J RIVET 0 M ax . 4" HAIN GS KLIi.11417R9 AUG4.E. DETAIL_ I Project No By Scale Sheet of 3 "; I ',�" • WAIL VERY . S * L.: • 45° MAIN leuIJ11, Maw arows MODERN BUILDING SYSTEMS, INC. -- -- " The Smart Choice..," Tblphon. 1503168Z 1422 Fax (503) 682.3685 F.O. Dux 250. 10040 S.W. Clutter St. • Tualatin, OR 97062 , .Frtp.' NTIA, IT TuKNS IN Ire , �',, f►'.) H T[7 W 01Z- G,A. CAW. SOFT •ANNEALD 1-111.1' STEEL WIRE C 4' - cv . t '-i , 8" FP t-i WALLS ATT444-IES' w/ MIN. (3) TIGrMrt` 'TURNS I 1 %y" TO, c. -USG, SUSP. MEMe g ArJP Tc� G fc 3" Lae., (11/4" MIKI . E.M p w/ Eye RATED 10C-r) *)I NTO F5T'M. Ei Ut~ ReaF 40I5T. WIE SPLAYErj loloRE TML►N 1 IN 4UT PI.UMe f'R•awr:Yr CGUNTER. - .5LOPlNG, 14/1 R.E.5 , 5urPotel ALL LI Gy14r FIXTUI ? AT O A4QNM.I.`" Ofrosi- cop-45fec, w/ ifiz- GrAt. wl , 61..a fM A-rrAcki SAME A5 CEIL NGl W • 04 i G. Waif/ J .� 14 Pl of rte, f iii.1Nr „ r A W ig A r a�r+r r r MAI li 1 RUI.tU ,cap ,° MAX. M FleO M au I14T RC-EG' , e..�.� -r ) .5 /w "l.Vu Lai To.6E I t"t'E a'aR/LLLLL To .., lei KEc.TI©0 0= king.. .1.' I Ns WITi -11 N 5" O ? OF .ST OR .CaC.K I N GI ' 1 1 V° M p� . .•,c,I�t�, w ily Project No, By Sheet__ of Grt EM7 OF 6P1.A Wi g Sc ale (L "C TE. BRAcNG PE IC RE..FLrE�TE-C) C11 PLAN , NT; 5 5 AO 7)5TAIL vIEW • The Factory -Built Unit identified at the site as specified. •••••••••••••••No71177717V.VOAN.NNN,VNN•••••••777.ANNV . Department of Labor and Industries CONSTRUCTION COMPLIANCE SECTION 805 Plum St. SE Olympia, WA 98504 Owner's name Mfgr`s ial ! D al Installation address g 41.1 City County Installation site is in ` E City County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE To: To: (.2�z � ()A c - t e e_ :' U lry % !l ......R���WA 9 S l• S N �i iFICATION TO LOCAL EV ORCEMENT AGENCY beso .cotn�pl S�tiAwor t : PEE, " •r1,- �,- i I MAY2 F623- 013 -000 notification to local enforcement agency 3 -88 Type of construction, / ; State ii;: wndl 1 - z r ate 90 ' q3 ... . M S Submitted to Dept. oL & I by Manufacturer in single copy sen no. Dept serf no. "TTA 23 -qv DG Pr 0 . ,24'1 fke %,eAC /x. 435 - - (fi o /ly Aft lt/A qr0 3 �? Ors 1 Y XI 406 e NNANNV Inspectors ame Phone: (8am to 5 e'' /f-�,�.�, ..2.5 as / � � m) Office lod Lio ( k:^.,.P�C.k.Y.�'..:i:• 2: ' L7C.5a. $.1'0 LYr v . e twe. 'CC2 `2�s',Y Y ._. �►' ►.._ .r .n. - :.,.:::. ..v.. .r.:.h... h, For Dcpt. recv e pee WHITE - OLYMPIA OFFICE � L CANARY - BUILDING OFFICIAL Use ONLY / } $ PINK - INSPECTOR " ' - • ° - GOLDENROD - MFG 1 Owner's name Mfgr's scrial o. 2 4 v g ',3,1 Dept serial no. . Installation address Type of construction <1>/5 619 021 01 City (.( • County State Zip ETAatsite 11.:(An ct // - • — • 1116 SeizIe /0 ANNA.W.NO NAANN Ca NN / N0 „..., ".". ”(931 AWAA.N.N.W.WNN.N.A.VNAAA.WA.WAA.'N.,,,N.WAA.,NAAANN.N.N.n.,VNN,WANN.,WANA.,N.N.WW.WNNN.N...W.VOWAWNNN.,./NNWAN.W. 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A o • • N TO LOCAL ENFORCEMENT AGENCY ' i i Departnient of Labor and Industries CONSTRUCTION COMPLIANCE 1ECTI Ityl A y 17 19 9 0 805 Plum St SE ., PO Box 9689 ,..........._ .., ........ .. .... Olympia WA 98504-9689 I'...).r PLAr...,rt DF7T The Factory-Built Unit idetifirlia V il bir lrequires—compi4lon work at the site as specified. 4 1.41. 2 S I 9:H• '7" ST Installation site is in City County DESCRII1E ITEMS REQUIRING COMPLETION WORK AT THE SITE — .... To: • iTo: i e2tR..-.615E-Aery .......W.N.,,,,,,....NANANNANN.,,,,,,,,,,A.WANNAANNNANWNWNWANNWNWANNW,W.W.W......,,WW.W.WANANAINWA.,,,,, ...A.W.N.W.W.N.N.NANWANNANANAN NANNNANN.N.O.N.N.NWAN.N.N.,,,,,WANWNWANWANA.W.N { . . / k /— CA C, /‹.. • ci . EL 6 C. . 1 . V EAT 0 F 1, (4 ON, f EC .54 ‹.. J.,-/,4?..Q..„.&,....,.. .1:112.,,._... F1 ..,2 ' . • • • 7u •••genliLaton ,NNVONff...N.N.ANNAN.N.N. WAAWANN A NAANWNW W.NAN WAWA. — 2Y r t' • V Inspector name PhOnC: (8am to 5pni) /..— . • •.' F623:013-000 notification to local enforcement agency 3-88 %date 1 , 5 C3 I c i'C) M mf L„, t'A 00cf 1 Submitted to Dept. of L & I by ! Manufacturer in single copy --...,...... Office Iocu ion /9- . , Manuf• ture Date • • -• ku - '' - • . ' ' ' ,.%-'-' '- ' : ....„,....4.(„..;...... ••...:..:. szty.timmv,,,,,,:.•swo.. :....44......,1,... .., • .....e.Q., For Dept. . reev cr t 11, / --- "IIN hite - Olympia o lice — ,,,,, 1 L_ ____ ___ , .,......**..._ * ICanaty - Building official !:)..,, _..............___......... Use ONLY "..'` Pink - Inspector Goldenrod - Mfg CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, II'4 SHINCTON 98188 Plan Check 190 -1411 Foster High School (Portables) 4640 S 144 St PHONE N WOG) 4331800 Care L. I anDusen, Mayor THE FOLLOWING COMMENTS APPLY TO, AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (DO(OC • 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. S. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6, Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. e " TO LOCAL ENFORCEMENT AGENCY DcpLimen% of Leber o►14 to iootVlso CONSTRUCTION COMPLIANCE SECTION %RS Plum St SE • Palms 96 %9 Olympia WA 985044639 The Factory•Uultt Unit Identified below regwlreo completion at the alto u i self's&. Ownct/a 1111111 ▪ , o..... 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T — x*l.$p iiicatiau • 4 .w..... •_444_, . _ r. ..mmliC .-. -Csk .. •■•=19.-., , . - - Mr CGS IMO. s- zlt.tp- 12g ", �rT�M ... '.•, • .......... aov�1 s • 4444 - • .. • r .— • = ... .1 Adman. r N► / E;"$ . o& .... , 4444, .. Md011 .... u Rom .. %.1 sit. 1) . bichls'tPl- 21 - -... ......... •. i ••• • . • — .. •••• ... 7 • • • . w •• • 1.0 „ •. P.O. Bolt 250 . 10940 SW Clutter Streit . TUAUl1N, OR 97062.0250 - • REMARKS..... O Copy of letter ••■•■•••••• (503) 682.1422 FAX (503) 6132.3685 t0 State of Wasihington � nirisior, • .105 Plum Strtet$E P.O. Box 9619 800kkeap +, - WE ARE SENDING YOU. 11/Attached 0 Under seperrh cover via„ .....,Cocepettalif it►q.lxema• She Coord. . O Shop drawings U Prints D PIaM p Sampled/06er ..,.•CI..Specificetione.• THESE ARE TRANSMITTED as Checked below: ror approval Q rer your use C Ai requeatud CI For review and comment CI FOR 0105 DUE G Change order 0 •■••• O Approve0 as submitted O Approved as :COWS O Returned for corrections 19 U PRINtS RETURNED AFTER LOAN TO US 4..040 • • CO PY TO .....•■.........•••• - 11a7480tft May 09,91;10:52 P.0 L. U (QVIF 711K1A1146EUTTAL SIGNED: p iteaubmIL._.....,coples for approval t3 Submit _...,topics lot distribution O Return correcte0 prints Jim Simard, Design Coordinator y .,TE r12067Q$078 imam Rr • .rM041,04,4.1.:0Mf•41L4 JWrItt40' iMN1 ) :0:'$:: i.•,.�'; 0[PAA1MiMf 00 LA NS AND Ni A111. COM ITIWC11oN counia 1Ct 1N ' noN 1K7s IM. YAUJIM MMV. 1111.04, 11. 01011 'Sod. VIA 11031.11141 NEW WWI 6c ?u1w$ Mid M -99 •1A1� PO Box 2!0. 10940 SW Clutter Street • Tualatin, OR 97062 -0210 96)63 Modern Bulldir _Systems /. tnC. AOtMItM • tiM1•In14M iambs 4242 South 144th Street,' . . •. •. "ON e = ►4 11 23 vw Classroom eviNiaw tAM PSI. 23 PP: $0 nos es vc 4 Q 114 La w 00, *OMIT POLLOWWO: MOM 30 N1114 11ANUFACT MMA 1%160 PU r Ole .. . __....._' • •.....• PLAN APPROVAL: In NEW a $100 Q 1114WA; I In to IlliuIwtTAL OP MOON 11A $ • . 11144101406; 1ST UCTION 110. IIAGl Aott11'toIW • OK human OP ONTO* OTIdA (woo) • wa 23 . r .. • _•.r • 8 5 . CI . ssro • m PLAMS WIT SC ST •r *WA '�C • AV "r � .�� R o,,Irlrr 0 al tr t.i .3 /�► , .mod r NOON U wM 6e1VP11111 111916111 i1166. +11.• • Q aENEWM. WV ,attle 7. • 1N • • SH. PIM 10 Pus WHOM 1►AC1r MILT HOUSING COMMS QUU, STAUCTUQt {O) 072484$ CI APPROVED • V 9 l 1E QUF S P.04 11U PAC Mr Moab tOTAL Oats Kam M Q sr — MWI 0 (503)682 -)422 COOkei ' KiNG PtOON* ! 9 NOOP•N: 30 WAttt•a: it wain MANS me ea >r ii ...._._......._ . MAI% 100+ L 4+41: 33 A, s4o1: foot LIMApP1 101• I Mar • - ... ..-.. . •.._.S.00 •....••... • • • • 1 i» • MOO 23 110 SS 200 b iN El FA OP?, sow. NO. 90.$25 -1A uai LINNA1111111111111M11111 NMI ::.At ■p111i:l111111l suilismisailmmoomm 2111111111111111 1122111111mo Iffirdmill111211 B2 BB NM ill.11111 OEM ••• rei maingimmi ..1= Ems aim ..ENENNE =E9 A OV AL • W3. if.RLAI, NO M • ^ (SOS 6$2 -1422 $ INSTALLATION IVATION Tukwilla ww oawwrdr ..M • TEL No . WOW ONE COPY -.--- .APPL #CATION FOR OFFICIAL INSIGNIA OF APPROVAL M 1AMM/ Iv W.t each WOW* wi1M• N110-1 A PIS P RAW MAMA 11 WA WIN 'nON� -110 R+ti1RC! TO 111010111 EASE MAKI CHICKS PAYAS1•i TO DIPT. OP tuOA • IN0U$Tfi IS South Central E2S 1206T480578 play 09,90 10:54 P .05 PO 46,250 - 10940 SW Clutter Street Aps1WWW Tualatin, OR 97062 -02 SO Kowa 910.00 Ar wrw 10■ MW .e. loo I l ii 1 a yrN i1 . AS Modern Building Systems, lne. PO BOK 250 • 10940 SW Clutter Street • Tualatin, OR 44144 . 4242 South 144th Street, Sea ttl !MS WI Olt 'wows. 14 21 w 'Toilet Buil& okkrelli boo PM. 25 nOT VES NO. SWAT FOLLOTANCI ilMiek C4 IsiAt MUSLIM 11. • 11.01, WA 140311.11114 NEW OTHER (.pally) • KAM MUST N SY .1* • • WI • rib PA eabli111111 NAP ANIMAL MW 0 Si00 0 wawa e woo PAC • • di MO •••••,•■••••••■••••••••• v•••••••••••••• •••••••■••••■••••••mw 01111401MOTTAI. O ONION KM NO I NM • •I• • •• •••■•■ weeps Gee nab WHOM MUM 1.401 .•11. .4119 0 TEL No 12067480578 • •• • •r• • • INNEWAL 5N 50 • NION7s UPI .50 May 09,90 10:55 P.06 *loam uww, OIRUCTWati 117/114443 0 APPROVED 11,1111 97062-0210 MAIMS E.B.B. South Central 'P125 - Toilet , loam 101111AL WAMI/IACIVAN VANO rgs Oa mow *P 100* 1 14 $ 440 04 1 IST SIMON • Pa, 1C44 aOtatioNra.• $ic sow et NOON" . foams, a I) tot L $ A. 100* • ■•••••••••••••■■■•WwwilselleviiiiPialweliwoelli am••■••••.... *oral • TOTAL reel • II 1 • No • •• •••••• • •Imlin.11*• • • CY O.. ' 1 11111Nt. i.m0NANII im I, COI $ IW COOP` ` *us W. vMLLtr 1tWT. *U4 kW. WA Moir =114 [? HEW YAf4FKII•��A t`uit Modern BuitdinVysten2s Inc s • w PO Box 230 - 109•011/ Clutter Street • Tualatin r 4242 S. 140th Street • eat( wins size or auu.AIN° 2i Office warnmroo PSI 1 rim MN1 iteiefiro ~� YES ❑ NO W No, sumo? ecru. pNyL�1iCM A Ad 14 41 " . 1111111 11. I • South Central OE2i • Adminiatt tlpn • m ooraw ,.1 NIIIMa1, 11,17.Otla. NO Oa OCIPIA 1,1 SQL swum. $*NWACtUM11 FILING rta Wa KAN *mom,: NEW 1 1100 0 olnoty 4,I oak . NIuIwTTAL a Ori1NN PLAN 0 1ae wIw MINGNIA: 11t MOON .11140. • • •. OTH[$ ("WCWM • .•• • w VIP w.+ •PUM D$ • • .,••, ••. lsfl or O & KQM wpm.. moats, /a .stss w 1 TEL No. w 0 RENEWAL ❑ APPROVED ISA AO tbso 'ki ;' • ' ; Y° ` PSC 11.0011* 11041•A: WALLS* f r • . 12017480578 May 09,90 10:55 7.07 • ,ACT VILY 110(111110 a C STIWCTYRR$ 1 *714343 OR • I", !7062.0230 i e ( - 142? e : List AppopAlite PHI VOW 100.00 254.00 • -••••.•••••••• X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Root Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 X 7 Framing 433 -1849 8 Insulation 433 -1849 X 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 X 18 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA ) epartment of Community Development - Building Division 3200 Southcenter Boulevard, Tukwila WA 98188 ( 206) 433 -1849 SITE ADDRESS: 4640 S 144 St OTHER AGENCIES: BUILD1G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. (00 (00 DATE ISSUED: SUITE NO.: PROJECT: Foster High School (Portables) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses, (Wage X REQUIRED INSPECTIONS 0 1 Footings 2 Foundation - 3 Slab and/or Slab Insutatbn 4 Shear Wall Nailing 5 Root Sheathing Nailing 8 Masonry Chimney 4 T Framing 8 Insulation 4 9 Suspended Coiling 1 10 Wail Board Fastening 1111 ____ P 12 13 14 FIRE FINAL tnsp: a 15 PLANNING FINAL 4 18 PUBLIC WORKS FINAL ' 17 BUILDING FINAL PROJECT: THE FOLLOWING COPNENT! A►PLV TO ANS BECONt PART OF tilt APPROVED PLAN! UNOER TUKWILA DUILDINO PERNII MURDER . No changes will be aide t0 the plans unless approved by the chitect and the Tukwila Dullding Division. Mussing permit shall be obtained through the King County Health De anoint and plumbing will be inspected by that agency, eluding all as piping 1291•47321. Electrical permit shall be obtained through the Washington State Division of Labor and Zadustries and all electrical sort will •e t pected by that agency (07263631. All mechanical work shall be under separate Deralt through the C of Tukwila. O O All structural concrete to be special inspected (Sec. 306, UOC,. 8 All structural welding to be done by W.A.L.O. certified welder and special inspected 18ec. 306, UDC,. O All hlgh•strength bolting to be special Inspsctei,J (Sec. 306, Any new ceiling grid and light fieture installation Is required to set lateral bracing requirements for Seismic tone 3. Partition walls attached to ceiling grid oust be laterally braced if over eight (01 feet in length. t2 Readily accessible access to roof counted equipment Is required. ,3 Engineeremd truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Docuaeats shall bear the seal and signature of a Washington State ofeseional Engineer. A ny esposed imsulatlons backing material to have Flame Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. Is t6 All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special Inspection is required either the owner, architect er engineer shall notify the Tutuila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Sundin(' Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Subgrade preparation including drainage, e■cavation, coapactien, and fill requirements shall conform strictly with recoseendations given to the soils report prior to final inspection Isee attached procedure.). A statement from the reefing contractor verifying fire retardancy of rooh will be required prior to final Inspection (see attached f 'Wei. All sonstruction to be done is conformance with approved plans and requirements of the Uniform Building Code MOB Edition), Uniform mechanical Code lien Editloml, Nashigmion State Energy Code 11909 Edition), and Washington Btu Regulations for earner free Facility (1909 Edition). MI feed preparation establishments must have Ring County Health Department sign-off prior to opening or doing any fold processes,. Arrangements for final Health Oeparteent Inspection should be made by calling King County Health Department, 296•4707, at least three wo►k(sg days prior to desire inspection date. On wort requiring Wealth Department approval, it is the contractor's responsibility to have a set of plans approved by that agency em the Job site. l9 fire retardant treated wood shall have a flame spread of not over 23. All materials shall bear identification showing the fire Performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the 0 factory. 0 Notify the City of Tukwila Building Division prior to placing any concrete, This procedure is in addition to any requirements for special inspection. 2t Al) spray applied fireproofing as required by U.B.C. Standard No. 43.0, shall be special, inspected. ZZ All wood to remain in placed concrete shall bd treated wood. Z3 'All structural masonry shall be special inspected per U.I.C. Section 306 cal 7. 1 ritelidity of Persil. The issuance of • permit er approval se . plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this Code or of any other ordinance of the fur 'ittlon. Is permit presuslag to give authority or violate or r 'hi erovisiens ml this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Numbers 90 -139, 90- 140, 90 -141 Dear Sir: April 6, 1990 Gary L. VanDusen, Mayor Re: Foster High School (Modular Classrooms) - 4640 South 144th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Provide fire access road with approved turn around. 2. Post the fire access road as a fire lane - no parking. Contact the Tukwila Fire Prevention Bureau for marking details. 3. Provide additional hydrants as directed in pre - application meeting. 4. Provide a minimum of 1 -2A 10BC extinguisher per classroom. For other areas, provide 1 -2A 10BC extinguisher for each 3,000 sq. ft. area. 5. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.10T(a)(b)) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) 6. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Gary L. VanDusen, Mayor All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 7. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame - spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) 8. Flammable liquids shall be stored in an approved flammable liquids cabinet. 9. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) Wire shall be in conduit or be UL listed Fire Protective Signaling Circuit Cable. (NFPA 72A, 2 -2.1) (UFC 10.301) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following Page number 3 operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 2-3) (UFC 10.301) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, City tf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor mow soma" 11111111111111 MODERN BUILDING SYSTEMS, INC. The Smart Choice.,,* • • Telephone (503) 682.111 22 Fax (503)682'3685 • P.O. Box 250. t0940 S.W. Clutter St..TalaUn, OR 97062 __- -Loot Jo FFA CZ i P PS = 111 # th.4 • 5 • 61 # "tea = 13�uc Sloe c hcB 103 (ve) 0, a4.(t,ts)caso\ SZAOG 3S .F . 53� Z rv•S. _ : Z40 Pi-f. Wpi.t- CoPSF-0$,$) " SI �LoofL C.QPSF ( lv,g2� 'r Zo , MriAx = c19(41 t01`6 r_ws RECUVhD CITY OFTUKWILA APR 1 1' 1990 PERMIT CENTER • rojeCt No. e S By Scale Sheet t of Z- q lzsle9 .DL= IoPSF t ow 13Pus LLz So LAI-= 61 PLF ,.a Tt.' ((OPSF (I .= ')OPLF 1 I • G -1 l" USE' Zx8 (Y .. .(p t • It ' • . I • • •• • 4- ' • SPL. e c s9PSF ' 1ZOOpj.F C.19 1,25 112) ucE cot4r. or 4x ?S .r WUSL Dead Load = 13 psf Live Load = 67 psf DC spac'g = 1 ft A f .21 k 1 1< WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 1.5 x 5.5 1150 1. Allowable Bending:psit Fb = 1450CKt Bending stress: +M fb = 427 psi 2. Allowable Shear, psi: Fv = 954 for +M = .27 1: -ft 3. Mod of Elasticity, psi: E = 1700000 pm.11100000 -M fb = -760 psi 4. Duration of load. factor = 1 for -M = -.48 ): - ft 5. Live Load; Deflection < L / 360 b. U+L'. Load; Deflection < L / 360 Shear stress: fv = 56 psi 7. Uribraced top edge in region of +M (ft): Lu a 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lus 1'.92 5. Allowed overstress :( %) /100= .01 1. Exact Beam WIDTH (in): b 1.5 W 21( a c 1€ 'k N if. Z et ant S( .480(12\ � S a \1,101/ 40-; °C 5, 10.160 A, * D.ovre 4 1 / 46s qk UNIFORM LOAD: UNIFORM LOAD: BM -1 •6 6.92 ft Beam Marl: 1 1 .r 5.5 Dead Load = 13 psf Live Load = 67 psf DC spat' g = 1 ft 1 .69 k 1 Dead Load Deflection Live Load Deflection D +L Load Deflection t for V = .31 kips _ .008 in .039 in = L/ 2123 _ .047 in = L/ 1778 Allowable bending stress: for +M: F'b = 1450 psi for -ht: F'b = 1450 psi • • v. s, Length In. 3 1/2 4 4 1/2 5 'iS 2 1/4 .099 N 2 1/4 .099 2 1/4 .099 2 1/4 .099 2 1/4 .105 2 114 .109 .148 .148 .148 .148 Smooth /Diamond Smooth /Diamond Smooth /Diamond Smooth /Diamond COIL NAILS /300 NAILS PER COIL Shank Duo -Fast No. Nails Length Diu. Stock P.r In. In. Shank/Polnl No. Box 1 .086 Ring /Diamond 129 16,200 1 1/8 .086 Smooth /Blunt Chisel 134G 14,400 1 1/4 .080 Smooth /Diamond 054 12,600 1114 .080 Smooth /Diamond 0640' .12,600 1 1/4 .006 Ring/Diamond 055 . • -12,600 • 2 1/2 • .072 11/2 .086 Smooth /Diamond 052 . 10,800 11/2 .086 Ring /Diamond 056 10,800 11/2 .086 Smooth /Diamond 0633' 10,800 1 1/2 .113 Smooth /Diamond 107 10,600 13/4 .086 Smooth /Diamond 053 9,000 13/4 .086 Ring /Diamond 060 9,000 13/4 .086 Screw /Diamond 058 9,000 13/4 .086 Smooth /Diamond 062G' 9,000 13/4 .086 Ring /Diamond 0666' 9,000 1 718 .091 Ring /Diamond 135 9,000 1 7/8 .092 Smooth /Diamond 051 9,000 1 7/8 .092 Smooth /Diamond 0616' 9,000 1 718 .092 Smooth /Diamond 096" 9,000 '1 7/8 .092 Ring /Diamond 059 9,000 J 1 7/8 .092 Ring /Diamond 065G' 9,000 ( 1 7/8 .092 Screw /Dlarnond •0820' 9,000 1, 1 718 .092 Screw /Diamond 057 9,000 2 .099 Smooth/Diamond 076 9,000 Z 2 .099 Ring /Diamond 081. 9,000 2 .099 Screw /Diamond 080 9,000 II 2 .099 Smooth /Diamond 0876' 9,000 IA 2 .105 Screw /Blunt 131 9,000 Smooth /Diamond 078 7,200 Ring /Diamond 085 7,200 Screw /Diamond 086 7,200 Smooth /Diamond 0896' 7 200 ing slamon Screw /Chisel 121 7,200 Screw /Chisel 120 7,200 Smooth /Diamond 106" 7,200 21/2 .113 Smooth /Diamond 097 7,200 21/2 .113 Smooth /Diamond 1186 7,200 21/2 .113 Screw /Diamond 132 7,200 21/2 .113 Ring /Diamond 133 7,200 3 .113 Smooth /Diamond 127G 5,400 'Eluctro galvanized ''Aluminum COIL NAILS /150 NAILS PER COIL Shank Duo -Faal No. Nails Dla, block Par In. Shank/Point No. Box 123 2,700 122 1,800 124 1,800 125 1,800 Shank Length Dia, In. In. 1 1/2 .172 1, 3/4 .072 3/8 112 Point a FINISH NAILS Duo-fiat No. Naha Stock P.r No. Box Blunt 848BP 10,000 Blunt 8566P 10,000 2 .072 Blunt 8648P 10,000 Blunt 8808P 10,000 1112 .080 Blunt B4BAF 10,000 13/4 .080 Blunt 864AF 10,000 2 .080 Blunt 864AF 10,000 BRAD NAILS • PINCHED HEAD Shank Duo -Faal No. Nails Length Du. Stock P.r In. In. Point No. Box 5/8 .060 x .078 Diamond 60200 5,000 3/4 .060 x .078 Diamond 60240 5,000 7/8 .060 x .078 Diamond 60280 5,000 1 .060 x 078 Diamond 6032D 5,000 1 1/8 .060 x .078 Diamond 6036D • 5,000 1 1/4 .060 x .078 Diamond 60400 5,000 Available made Irom steel and aluminum. BRAD NAILS - OVAL HEAD Shank Ouo•fu1 No. Nall. nplh Oia. Stock Par In• In. Point No. Box 112 .060 x .078 Diamond 6016HB 5,000 5/8 .060 x .078 Diamond 6020118 5,000 314 .060 x .078 Diamond 6024118 5,000 7/8 .060 x .078 Diamond 6028HB 5,000 1 .060 x .078 Diamond 6032118 5,000 1 1/8 .060 x .078 Diamond 60364 5,000 1 1/4 .060 x .078 Diamond 6040118 5,600 CORRUGATED FASTENERS Length In. Duo•Faat Stock No. No. P. Boa CF•318 CF'112 1,500 1,200 r. • s.u..r#, ••■nna.AMv Plan Review ADDRESS 4640 005 144 fosr: DATE 4 - S „ C IO ! , II _ A. _ ,� .. t.. •. ►1 1 ► [ _ _ _• '. • m �► C• 4.11 ! 1 [ 111 r7 111T A • • - 1. • • I. 11111117 • • / • • a - . • • t • A. A. .• 1110i f_ . •, . �. :tt,- _ • . . — 1 • . = u . ►. • A �. 1' .1 - I r tat /i _..._dJ1.•._ 6 LA I • \ . "j►.• I • FA R ..A M d��lL EA rA x 17) (L )J QkL t 4-4-9a CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ifr 904-139 1O"l4O 'O -141 PLAN CHECK NUMBER VEIlQF.p CatLtldr lob se. ht. H► • • eF qtrAct4tiamr Crop near) l ouni • prepared b Plan Review PROJECT - - DS T v 6c4001.. ' mopata,e,D,Atx ADDRESS 4440 !Di 144. ! 'r- DATE OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES 6)1 L/ FLOOR AREA "5540 C�.E 1 F. OCCUPANT LOAD DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION 0 PART V, CHAPTER 23, U.B.0 W.S.E.C. , li?1 WI CHAPTER 51 -10, W.A.C. 4 -3 -,v 2 C CU CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION T Ot k , prepared by: PLAN CHECK NUMBER Gin- veil EXITING REQUIREMENTS_ CaGC. 25 4O ••• cs'7n( t��C�T CLEt& Mop, _' rna c a . e tV <( (a, tiAM p. Note's: 1. All construct shall conform to the Washington State Bldg Code for Barrier Free Design &U.B.C. 2. All P.T. Wood shall be Sunwood by Osmose Co., brown tone in color. 3. Nails for ramp and stairs shall be 1 '16 box galv., min of two per connection. 4. Lag Bolts to be galvanized. 5. Sidewalks shall be concrete, 5' wide 3 1/2" thick with zip strip joint every 5' feet. Sidewalk shall be flush with grade. Portable Classroom $lone I to 12 .�-- Bolt Ramp to Building No Seale . No scale Z 8" Ramp Detail p Tie AI 2x6 P.T. w /eased edges '4x4 P.T. 4 O.C. 2 x 2 P.T. Baluster 6" O.C. (45% Top) 90 Cap Sheet on Ramp 2 x 6 P.T. 2x6P.T.5'O.C. 2' Concrete Block (6"x16') Hand Rail 2. 8- 2 x 2 P.T. 6' O.C. Balusters Tops shall be beveled: 45Z IF oven- 3° "01 -Sce 2 x 6 P.T. Stair Detail No Scale 1� 3v orMSrt, o{ 4t�u.�+ Portable Wall — 2 x 6 P.T. w /eased edges Levet- Bolt Stairs to Building 2x6 P.T. 2x4P.T.4'0.C. 2" Concrete Block (8"x 16 ") 5 n3 wo cc U • • • Date 1/29/38 By_ jh Revisions 1/30/89 Sheet 9 of 12 MAR -06- '9O. TUE 16:44 I D : C. c CHOP L EST 406 TEL NO: 2L06- ?44 -06 ? SOUTH CENTRAL SCHOOL DISTRICT NO, 406 4640 South 144th Street Seattle 88, Washington LEGAL DESCRIPTION OP THE 5H0„_ WALT pCHO0L PROPERTY: -495 P02 The following is the official legal description of School District 406 holdings at the Showalter Elementary School site, at 4628 South 144th Street, Seattle 88, Washington: This description furnished by the Washington Title Insurance Company Engineering Department, January 2, 1962: "That portion of the southeast quarter of the southeast quarter of section 15, township 23 north, range 4 east, W.M., in Ring County, Washington, described as follows; "Beginning at the intersection of the westerly line pf the James Clark Road No. 2 with the south line of the north 280.5 feet of said sub- division; thence westerly along said south line to intersect the east line of the west 408.7 feet of said subdivision; thence northerly along said • cast line 75.0 feet, more or leas, to the south line of the north 205.5 feet of said subdivision; thence westerly along said south line to the west line of said subdivision; thence southerly along said west line to the north line of the south 20 feat of said subdivision; thence east along said north line 500 feet; thence north parallel with the west line of said sub. division 786,70 feet; thence east 461.6 feet, more or less, to the westerly line of said James Clark Road No. 2; thence northwesterly along said westerly line to the point of beginning. "'MOTHER with an easement over the south 30 feet of the northeast quarter of the southwest quarter of the southeast quarter of said section 15 as shown by instrument filed March 12, 1954, under auditor's file No. 4425946." Note from Washington Title Insurance Co.: This description is subject to revision upon examination of title and no liability is assumed for error. RECEIVED CITY OF TUKWILA MAR 2 0 1990 PERMIT CENTER DE SCRIPTION A O >t amai 6835 '.;.,11,, DATE F - • 3 -20 -90 _54 - r BUILDING PERMIT FEE 635.00 PLAN CHECK FEE 413,00 4.51 BUILDING SURCHARGE ENERGY SURCHARGE ADDRESS 204 111th Avenue N.E. , Bellevue, WA OTHER: OCC. LOAD SQUARE FEET OCC. • • TOTAL - , 1.052.50 SQUARE OCC. C . PROPERTY OWNER South Central School District PHONE 244 -2100 ; ZIP 98168 PHONE 748 -0121 ADD 4640 South 144th Street, Seattle, WA CONTRACTOR Pacific Mobile Leasing, Inc. ADDRESS P.O. Box 1404, Chehalis, WA ZIP 98532 WA. ST. CONTRACTOR'S LICENSE # PAC I FML 1500E EXP DATE 10 -28 -90 ARCHITECT ya Brnt & Associates PHONE 453 -8375 ADDRESS 204 111th Avenue N.E. , Bellevue, WA jzIP 98004 USE -} SETBACKS: _ S _ E - / / CODE COMPLIANCE / / / ` CONDITIONS (other than those noted on or attached to permit/plans): FICpl? SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. • • SQUARE OCC. . SQUARE OCC. C . T O T AL 1,,. F a TOTAL OCC. • • a - � TOTAL TYPE OF CONSTRUCTION: v -N UBC EDITION (year) SETBACKS: _ S _ E - W _ FIRE PROTECTION: OSprinklers a) Detectors O N/A UTILITY PERMITS REQUIRED ?( Yes 0No ( Public Works)_ ZONING: R -1 BAR /LAND USE CONDITIONSEYes ®No CONDITIONS (other than those noted on or attached to permit/plans): , ^ k , PRINT NAME: �7 7 <` COMPANY: ISSUANCE ISSUANCE BY `, �-; OFFICIAL DATE: L I hereby certify that I have read • examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: —r-._ ? ` I DATE: t s \ A.A. . 1 -. 9 0 , ^ k , PRINT NAME: �7 7 <` COMPANY: C ITY OF TUKWILA epartment of Community Development - Building Division 200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. (tQ (t) 0 DATE ISSUED: 5 - i LI _ 90 11 . :•l- PROJECT INFORMA not CERTIFICATE OF OCCUPANCY NO. 4640 S 144 St. 111 UILU! �U t I1MI1 t , (POST WITH INS !roil CARD AND PLANS IN A CONSPICUOUS LOCATION) UI V tONIFINO FEES U 98.616.00 PROJECTNAME/TENANT Foster High School TYPE 0F New Building U Addition Li Tenant Improvement (commercial) Li Demolition (building) Li Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 50 Other J1ndu l ar Bu i l d i DESCRIBE WORK TO BE DONE: Set up a 28 X 66 modular office builidng (to include ramp and sidewalk). DATE ISSUED: ASSESSOR ACCOUNT a 152304 -9108 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. 6 "gcP c a 11t 273.20 I (Wj 272.. 1 1 As - EXI$T1Nt, C GI!AtN LINK fLr4cE. r Pbssi ti LC)LATIc; Sj,hI i7kt± MAN146LE (NOT 1~CU'' 1 HEW t?iiS. 3 5 Nt1.1 STCNeti GitilN ! h A'S EXISTIi∎I __B!.(±LptN!� s yr.. f, -.r �x 4,,a 4.'.� .✓^€as fa r SITE. PLAN FOR j\?EIA TE.r^:POR4R.N1 P3F.TA AN L) Nt.P.; iylf?UESLat: Af3r"IIkISTR.:,TION t3•LJIL UIN I SGALE F'�ic.I F;c Mbe, APPROVED 3Y: DRAWPI BY -361 g, REVISED DR',WIN1 PILO R SRI 1 Of, 5 NEW STo q 1?t. I N - 513 ! 1 T 8 I rE - A GCE S; Delve - t A Gcsct,P_; E: SHALL Mr. 7 - /z of 5 /e,l' Mltlil ; - 1 /' 1 ' 1?f l' /4! mows. ALL GoM1'AcT':L7 r1414.1c.'0:'SS.. 5?0$.1..14 k, AND 144.t.k :A'(5 cc SWbLI I4A.v 4 t'Y10,1IMUM CoiiPRESsi ST121 N4TU of loot) Psi, t, iTid A i`1l 11l^! OM CEMENT Goptr Sd7 of 5.5 ffP. cr.5>jc.1, GEMV.t It A t-i c.150 ` AG4gE p ASTP1' c3? AND G33Dj' IiiBRit ott.t#.iQ AGMIX T Uag A;TM <.Z43, tf . 0 w gf. 11•lroec;ii4ct t3 / alL� Sli�i L C�')p�i roes / '1 ')°`o ilg'('r 3 A615, G 3: 4 tEbrY OT'w4r.A �0. kti 1DCs C3 W t f t4C,eic ? M (. <ott foem %.SST A 4'; Apia 5f4AI.L I pi.44 t iN.ihLL C ' MG.5iI334!kdp.ucf. ¶ 1!ihtk3 Ali. SXPas: }� { G..)1 rrE SI-I ALt. Titz t g tgg ' al03 r / �^� '..a�i4 ih .R Ta y � ., `•: - ol,f..r.S M40 .+ C 4& 1t, �1 1 1.~'... �r •"' I..� .l ;. < t..410 CON4 ti15 5QJILL. i+'? ±G.N1'-!,i All .. %13FLA i,f 14oTT . fikf - 'S SUCIA . 1St aSIC:d1415I) TO herr 54,,Afttlr FILE p135icit:i STAtta(ag. X, .V IS 44 • U OA cz ;^,A.TGrzt'cL, SISALL ZE SLip re.tt • ISA • 5x1STI114._ i ,r LcAS F - IN E AHP Lt►J. i FT______ J 2 p0WEK Pc! E 41EI. d i ?Ki LINE — •� - S _-- i s 1 a L . 11 -� NEW WATi.P. `lALVE Ma./ U 1 1Rt_5 g. !Y2 C XI;;Tlril; fa's;ILi7ttv�_ EXIST1Ar4 465 LINE - EXIST/NCI GLt•!G• StUf1~ r• 7- INtI,. : A114!: ; A4-19 --\ 1,..1 L $bG■■ _,i;' t3GgT$ bJST +-%') t 6l r: jTu■:.' 2_ 571i: i•i r C. Pi %`'«r h;KLS Gr.I4 iaMP Cp6JN N E t-! Z O 1,. 1 C s kz.c :) 1.1 {71; T W:J' - -• Idrt.i. SIDE i•JALK -- t'f $-.: (.1 ENJ C .. )40T1 2 P:.k ; I -LALL rrI. !rJ 4CLcROANCEF- WrrN Titt Gi 1Y PuLsLiG Wok S f�Ia SE lEt ANO WATEt g AND !�EV1'sl.G�9Mtt T 1. A,40S C;JSV S'i'ANDAPF: 1► Ght 1=0K. , 04'14 : X11?' iA S c_L14t, AND CaLJYTI~C.. No7G : ST0i 1-i IJ !wi >.1 rtr 1iO1h34 M4,'t RIM. �L�1L1 js 4.L4SS t3 t34isi Ruts 44g4.'tt.L 1 �— 5 10 1 ' fi v eA M P PO 1•J sr, gY,I$ T (x!4{. >t± r --- N E I,1 GtlE g_ g1 E G,.^, 1<LEc 5lvt_s I t,g Y I�l LECt�J.c.1 As€ I-+%AL T { ' Pg!■i< 136 ! /\ !T REGISTERED A I(r 1TE \STAT OF WASHINGTON oO1Z LAS GAF.BER 1' 11111'1'1'1' 1111 iIl lilr11'ii1'i'i'i11'1'i'i'11i11' 11111' 111111 111i111i111i111i111i111i► I1i, 1, i, 1, j, 1, i1lilLL1 11111IIIiI1IIII1i111i1I1i1I1I1I1i1I1i1I1i I1i1IIi1Iliyi1lli1I1I1IIi1111111111 /` 5 6 7 8 9 1n 11 MAIZE INGEHMANY 12 r NOTE: If the microfilmed document is less clear then this Ir (W ZC„ \ \ 1\1E1,1 Po W. r e rots n& -d' 10 Pr 'f ,\ FILE COPY 11 understand that the Plan Check approvals are !subject to errors and omissions and approval a plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. 8y=— 'F-ta- ,•a:R.... Date..:I:.1. : Permit No. RECEIVED CITY OF TUKWILA p5 -- Q (O MAR 2 0 1990 N LIt•E IrE14 16' L1x1E CITY OF TUKWILA APPROVED 1ri I° ' 1 1900 A NOTE.° � BiJILDliy,,��)i� /I p PERMIT CENTER A SITE PLAN fog. Pc*- /1.0 NJ ) &or tr; APPROVED BY: SCALE: 1 414 PZEP Ag-tt..) LtiA3-.,tkce ,0411kAos fus"74.Li. iJ g“ t;t1.4 — VALv DOLLIV.2 VETCCr3E 04EcL, Cbt }4E1,1 !D" 1.4 ATEC LINE TO Ey,15114.4 1-04 E ;1.E gx I ST( hi ELE6 L'i 4. -Fri-f)7R:Ty t4 N 466E. g F ISTN4 A cAlik. tstm PALM ,Z4 z. c 5 _0 3 I " - - u qn_ i. it kJ .T ;7. LINE , --........ („ 4 _4 !So; 1,,* -----+ ' ' ,-- r ________ ..,/‘\.....14E.1.-1 1004 llt492E42ND ' 4DMIg SUILD1144 r; lat_tz-Tgl'<„ SS EN I c.t, , S S IXISTINI 6 rgLi(LDINti::, at.s: Sz u cr ka uec.ki 14i.rce. 4". t1 SLA,C.f.l; • !CA.?) / 5» T E F L A 1 tr,..XISTIN4 LINE OF °CI t ,, / i / .,./// gsMO4 E ;Si. KT ' '...., LD'i eg....? g..6 4 k: ) . • .:7..e" _ 2 4 5 6 7 8 9 MADE INGEP6MNY 12 NOTE: If the micrcfilmed document is less clear then this r LlE 2.0 I z FIZELAAt -JF-Fmcqa roosr ; kV:4 4-' ; („t-I&IN LuJi. ttE‘4,,S M W 4.1.A5S S I 18'63 REGISTERED / ARC'ATE-3 Lail/ LAS GARBER 241_, TATE OF WASPiGTOU CITY OF TUKWILA APPROVED 1:90 As NOTED C NG DIRT(W RECEIVED CITY OF TUKWILA MAR 2 0 1990 PERMIT CENTER rAvimotor.,494,....ok -<• • . • 1:t '22780 REVISIONS x267.4 N 8 "W 673.00 x266.5 WORK GARAGE - 6' CHAIN LINK FENCE �`- # -� POSSIBLE LOCATION SANITARY MANHOLE (NOT FOUND) _ ----"� ^ ----•r a v� IM 273.2 w 275.8 6 SD �!-- x279.3 ELEC. VAU S ASPHALT DRIVE GENERAL NOTES ELECTRIC VAULTS NOM: PHOTOGRAMMETRY BY DEGROSS AERIAL MAPPING GRASS x279.7 x280.9 VALVE BOX CB RIM 280.09 IE 2/9.1 WALK x280.4 CHECKED BY WATER FOUNTAIN DESIGNED B'r RGG DRAWN BY APPRCVED BY DATE SCALE 1 "= 40' F B NO ScrvK r 0 a O FILL CAP FOR /UNDERGROUND 6,000 GAL. TANK STAIRS CB W /SUMP /RIM 278.08 g IE 276.9 Al GAS METERS F.F 280.24 CB . , RIM '281.79 , J �r TEL. -- x - 282.5 - 8 " -.=. -' IE 279.2 - :H RIM 284.21- -- RISER I_ S (ETU) 273.9 G 2--- o ��i��.t � ►�,: - ---= ��� 01--10-44% .� � 4 �• TIC � TREE T CB RIM 28 �'�i �� IE ( ,. v,e CB RIM 282.65 ' IE (E ) 5 28�.1g 1 65 .` IE S,W,E) 278 I OH & JT Pe. JULY 1989 x278.7 GRASS PROX. C. OF� TER (LIN ADMIN. BLDG. td. L 1 p'' e TEL VAULT -- ..FILL CAP CB_ 273.96 IE (S) 271. • BOUNDARY AND TOPOGRAPHIC SURVEY. OF..: kcelvEn . " ' ell'+' OF ITALA FOSTER HIGH RIM COMPLEX MAR 2 0 1990 FOR PERMIT CENTER SOUTH CNTRAL SCHOOL DISTRICT NO. 406 0 w N 76,800 0 0 W 76.400 x281.5 D x266.9 GRASS x281.6 x2a CB i x28.1 ELEC. BOX. x28113 - _.- 4--___ UI 2'° I i x281 1 I I 1+ I 0 ' t Stands fl 1J 1 II _ 2 z , 11 Q i rL._._.__J !r x 25115, 1 x281 I4 ( APPROX. LOC. 2 1/2 WATER LINE I x281.•2 1 x281.4 r . : , /RIM 280.12 / IE (N) 278.6 ' ^ �'>fJAL ELECT V _ ELEC. BOX • -.. -. _.... L. MATCH TO SHEET 3 x267.8 Ball Field •••••••••••• x287.3 tcf x266.5 I 1 I IIIIIII I III!IIIWI 0 tt.Ttc, GRASS x266.4 x265.4 1 JJ4 J4 Pc JE& • IN V Pot "_. 1 1 r,c - y' x265.3 (S ( 5 6 7 8 0 h.1H /RIM 271.20 --�- -- IE (E,w,NW) 263.1 r NOT If the microfilmed cocument is less clear then this t notice, it is cue to the quality cr the cririnel c'ocurr.ent. i ... .......rte....._....___........ .._...E..,..____... . .. _ _ ... .,..... __. __., ____... t,, 11<' A: (4, ae 9e £Z ee t. OL 61 81 41 911 St Mil Cl. Zl 11 0i. 6 8 G 225 2 40. ,� -""... - -!I7 B C RiM 273.88 IET 269.05 HAMMOND, D, COLLIER 8t WADE- LIVI NGSTON E ASSOCIATES, I N e CONSULTING ENGINEERS 4010 STONE WAY N.. SEATTLE, WASHINGTON 98103 •(206) 632-2664 L 1��I�IIII1111IIIIII�I�I�I( IIIlII�IIiI�ijl 'I�I�IIIII�IIIIIII�iIIIIf I�iIIIIIII�II I�IlI11I 11 I IIIIIIIIl Iiiiiii1111IIlIII111111jif1111 }1111ii1 1 ri 11 M I,F If Gr ',Malt 12 OE; i , I 9 5 7 U > 1 u ww I! 11 III11111111IIil !1:'ll!�!�Ilfll!� ilf!!!!I!Ilii!111 iI II1IIIII!11111 I III !1111111!111111 WIIIIIIIIIIIII! 11110 111111111 I 111 I1IIIII�III1IIIIIlinhIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!Ii IIIIIIIIIIII1111111 !�illll I !nd1!II!II 11111II II! 1! II I' ! II 1 'I ! I III I ! VIII 11111.1!1 .I!f�,!II!I�!I !II. n� SCALE 1 " =40' cFt \1 Of TUKWt1J\ APPROVED MAY X1 10 01 111.1_ 1NG [11VISION - & WADE c9AS111111; rMCIIItt13 aft LEGEND DECIDUOUS TREE EVERGREEN TREE SIGN e BOLLARD UNLESS NOTED OTHERWISE FIRE HYDRANT -0- POWER POLE FF FINISH FLOOR SPOT ELEVATION AT X E ELECTRIC LINES AG8 ANODE GROUND BED N WATER S SANITARY SEWER SD STORM DRAIN ;E INVERT ELEVATION G ... S 02 7A7CH BA '; .!M R'M :Li_'. WV .'; YET ER {265.4 CO CI RA C . 'T WA _.ER METER >1 .WATER VALVE UNLESS !' CTEC OTHERWISE ▪ GAS !• 1ETER TEL TELEPHONE ELEC ELECTRIC STEAM 8B BASKETBALL BACKBOARD - POWER POLE W /LIGHT • L GH T CENTERLINE CASED MONUMENT CV '=AS VALVE WALK CONCRETE SIDEWALK UNLESS NOTED OTHERWISE CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE 1 T>~ PL fit IV .C6{� I\)c frm r PO'.'1/A/3C. S ;./2ct0 J►-1,5 t1 to() J ? W l c L . ;e1 r- ,'t C it?iL' 5u f L 0 r n•/ G- • ~ . ti x266.5 Ploy POSS':LE LOCATION SAN ARY MANHOLE (N FOUND) -- -- �_. 1.3 S 5p CB RIM 275.91 1E (E,W) 275.1 C8 -- RIM 276.12 \ IE (E,W) 2 275.8 RIM 275.9 . ` RJM 2 IE 274.7 / 7 / ' ASPHALT x267'.8 Boll Field VALVE :3Ox x267.3 X280.4 GAS METERS " Ct.ANOUT REVISION 4640 SHOWALTER 54 HODL roVI ICE rVP5OI L TYI? APPROX. LOC. 300 GAL. OIL TANK CB • WJSUMP 1 'RIM 278.08 Kf2- J 1E 276.9 44\1 L 21a.x t 3O j S I 1 METE RSI.E. = 275.55 I - ll l I TYPEi \ I TOP = 27!3.5 I.E. s274.2 APP IC 4494.0 'rO I~ltiliT' t'OOF \ 2 i M GY \ �.... 0 - I • ELI Ei & ME E . RS � 1 Whitacre Engineers, Inc. Consulting Engineering $ Land Planning 2124 SO. 'K STREET P.O. BOX 5677 TACOMA, WASHINGTON 96405 (206) 272.5144 DJ TO t51 Karr 7% HIM. 5EC1I0N /DETAIL LEGEND SCALE NOTED DESIGNED CHECKED APPROVED dVED PdeorO5E - 5Ti 1 'M PkAIA1 PRU P(?3 - t7 WATE LINE t &•O1I51 - I E ASPI G ATC 1 l A 51 •• 5TUNM MAKII -10LE- TOP OF SANK 7;WPO36 p GreOUKlt7 LOKITOU PiZUros8-17 E V LEM EMT Gh?JL• Wk 1 MAY 0 7 1990 PERMIT CENT ER PROJECT VIOPULAR GEA55RCOM5/ AMIN. 6111LPINc SOUTH LENTRAL. PISTI ICI Wry.. 06 TUKWILA , WA. CLIENT D2YANT > A5aZIAt'E5 , P.S. 2014 111Th AVE. N.E. DELLEVUE WA. 90x84 S IZ ., S 3 .. s K4'. G VIII N I7Y MAP GENERAL NOTES I. ALL WORK SHALL CONFORM TO - THE 1958 EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION' S "STANDARD CIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" RUCTION y , A D THE CITY OF TUKWILA 2. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS. . STORM DRAIN PIPE MATERIALS SHALL CONFORM TO THE FOLLOWING: NONREINFORCED CONCRETE PIPE, ASTtI C -14, CLASS 3, FOR PIPE SIZE 8 INCH AND SMALLER REINFORCED CONCREIE PIPE, ASTt•1 C--14, CLASS II PVC, ASTrI 'D- 3034 'tiAATEp ?L) YETuYlEP.LE PIPE 51490TH INTERIOR' (1P.5 N -12 PK EaUIVALENT) � 4. CATCH BASINS SHALL CONFORM TO THE FOLLOWING: TYPE 1, WSDOT STANDARD PLAN 13-1, WITH SOLID LID, PROVIDE LOCKING WHERE SHOWN TYPE 30, PIPE INC. MODEL 30, WITH SOLID LID 5. THE STO WATER DETENTION AND DISPERSAL VSTEM SHALL BE. CONSTRUCTED PRIOR TO OF 'NE'W ASPHALT PAVEMENT, INCLUDING SOD AT. THE t SWALE. 6. CONTRACTOR SHALL VER t UTILITIES IN 'ADVANCE CLEARANCE OF THE • NE1J CONTRACTOR SHALL NOTIFY 7. CONTRACTOR SHALL MAINTAIN A RED - -LINED SET OF AS- HUILT PRINTS DURING HIS WORK. LOCATION OF UTILITIES AND OTHER STRUCTURES ENCOUNTERED SHALL BE NOTED .THE CONTRACTOR SHALL DELIVER THESE PRINTS TO THE ENGINEER UPON COMPLETION OF THE WORK. 8. PROVIDE TOPSOIL, 4" MINIMUM THICKNESS, AT LOCATIONS WHERE EXISTING PAVEMENT IS REMOVED AND NOT RECONSTRUCTED, AND PROVIDE TOPSOIL AT NEW EMBANKMENT LOCATIONS, AND WHERE SHOWN. TOPSOIL MAY BE SALVAGED FROM OTHER AREAS OF THE WORK, OR It1PORTED. 9.' I;YDROSEED ALL NEW OR DISTURBED LAWN AREAS WITHIN THE LIMITS OF THE WORK. CITY OF TUKWUJ\ APPROVED MAYr 1800 CONSTRUCTION NOTES CLEAR AND GRUB EXISTING TREE, 3 EACH GRUB EXISTING STUMP, I EACH DEMOLISH EXISTING CONCRETE FOUNDATION, STRU RAISE MANHOLE FRAME TO FINISH 'GRADE, 2 LOCATIONS REMOVE EXISTING CHAIN LINK FENCE REMOVE AND RECONSTRUCT EXISTING PAVEMENT STRUCTURE, USE NEW ASPHALT PAVEMENT SECTION THIS WORK REMOVE ASPHALT SPEED BUMP APRIr! *0, 1990 I FY LOCATION OF EXISTING OF HIS WORK AND VERIFY WORK WITH THE EXISTING. ENGINEER OF CONFLICTS. PRINTED MAY 0 if 1990 WHI T ACRE ENGINEERS INC. SLAB, AND O w • 0 ra LOIN 76,800 t4 78,400 x.''.66.9 } r r 2S w I :,.._. 4" CO PWA1M N x281.5 GRASS t tall*, G x 1 It 5x !p* 1 ELEC. I BOX , II x281.3 -1 Stands } a z f ck I x 281 / .5, X273114 1 I 1 APPROX. - -� LOG. 2 1,/2" WATER LINE } X2b1.2 E LEC. BOX WORK GARAGE 'BB 4277.4 1 . r. ; __- _ f� ! r-. r 1 J J r \V { - - APPROX. ± OC _ J N L ' -: • 1 f } r (� --ELEC. VAU >,279.3 x266.5 GRASS x266.4 x265.4 0.1 TYPE I TOP s M:I -117-1.110104- LOGKIN6 L ID TOP" 266.8 I.E. 5:764.0 0E: h f« I I I III1111 111111111111i !ill Li 6 0 I 111111111 1 IIlIIIIII111111111�i1Mi11111IiIl y llli ?llil Il ll l�lll s? f! r. ..n "' ,sy' �. , ::_ .ti r g � <.i " ra .. •x �r�., y �,. r.. - ,b ! s �l�C" 2� .�.' +err � .ra � r d�'r�"t.?»'� .1 ��. � - ';rt �i '.���,r - .-; �✓ ?7 }' -..r . -s.:r. } ,3•,f � _ s - dT.r` . s x rY ) Pl IIIIIIIIIIIIIIIII IIIIIIIIIIIIII1IiI111IIIIIII1IIIIII II II IT III I III (II1111111111111 II ILIII•IIII. 1111111 VIII11 11111111illi IIIIII111111111I1111111IIllll111111 `I 6 7 8 -._ _ 1(� 11 NoT IT the microfilmed document is less clear then this netiCC, it is cue tc the `auelity cr the crit'iniei c'ocuri'ent. GZ 9 GL .e ez ee 1_G oe EA Ell Z.I. 9L GL tit sl et IiIi11I1I IIII I II;Ii illillilililllll (iilllllIIII11111! lllilllililiilllll111111i611lli r'. :t.. . �xr s Kr J` �, :r •7,. fix' -c .r .:_ r..�� „�i..�/ f r .rs. � r •.;d _ .cam `� �. iv?i:,..�rk•�;�, ... �i���. • ... e. • r .J_..a ........ r� off AWN lAstik tor tor 1, -. 1 . t si i Aim inn:, ,, crit #, r . ' '�QYJ � fl 5 lift c d F • . Yn r 11cf't i ,. Ht i t Level" Loo av : R414ei E,..1/8" r Lieber .t Frame Ca.lnr 1 Mi )`I Finish # ass (7414r: . Cleat 1 t / wY.tf ;paresl;i � - t car h± . t 9t air Pt Y10* A1 � su 1 t *Ai w ‘4000' r<, Hal dwxirq; t tie pr • ►it1Dt,�8i i fpfir lti'Ck, 94EIlt'� +�>kp�tliMs. wa �th*r r ill ei94 .. s` '. 'fir lo toe* r +rant':''oint).* . .-. rf J �0 t9 s►k w Y"+ W ±P bt t# 9F .a /460c% . boOrove u •' *top +L ' ., -k1�4 X'� Caw tots TOTAL. . , +V 1171 WI., Pit. E . OTC 14 • FM .Ks esOar ARO. --,F.. 1 t t INTERIOR V►1A1. 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T " 1'1.11 lip+ 4seive+44► Jost.4r Aft4CPW it t C 44rkit 44 " Sox NAILA i26V4ALL T 4 . vies Ito i tif3&Jt .A°fl0P4 ...„.�. -., 01.04144:1421 Wool 4 til;ag"I'' f I261 e uaa as eemas? ig,i -^-� -y (f l40. - srrL o> % fi► A 4: ft. 40 :P9 24 Vof itoft - ;N t.. --- . • 4ai L• '4'-O" t tit, PLATC eN u i w►I (e6) Mild (14 ) -.1141 (�1►Jt4,M (' fir. rt�1 tt"9� Fork MAT 't. �} P. • F. K ►e Zr� • elf G - �...�. (4) IS.) et. • 1 LV.L. !� x Lotarlsj .._ fil x n .2.0 rqo tail 0 42t. x . LAW () vJ! • M%h't+ tJt4. p•I* (.#41 0 .C4`4j.l YFiarptit sr. i uxs • itkitcdo ) 1Dr 44104441,1' coOlft l tlai tut& > 8A'' MIA og? 01 Pact7F MA IA ipr j *tom ' �, �t 014 4:` °4' itos iI W --- — "r''- 47. 14/ -4 TO SAIMMIkOr • J • rr; • t _..... .14 4 f 1uo+• i t ry alt r► fi,sture *. 8 *y -in dkffueirt t.e$ receptacle 4 platx re op ocle, -- - •-r- -I. ClOck receptacle (1 • °--- � Clock receptacle (1o44 voltage) ---_---- 34jftw c i is'E1 ba M ------- Ceiling light -- -._____ _ -• Wall l i g h t WN 1 M0 0 t i i nq• fain * n • L. pals eywite:h Three way switch Thermostat Brook glass station Fireq alarm horn Flush elec. panel Smokes dtttec Disconnttct owl tch ----- Meter base �--� -- °--.: Fire Al Raac*ereey Only * *" CITY OF j`L'tWiLA A nvlED U y. O 16 IIM IM, • 2 1 �� +l9 . r. 7i "4 I I I!liii1IIII I!{! I! �! I!{! I! �! I! lili� ! fib!i�!!I!�ill�ijl lill a`,.ji{ �iI1,ll:ili��l,jj!IiI!I.!f!i!I J r 6 7 _ _ 8 9 10 1 1 MAOEINrEPMANY 12 NOT =: If the microfilmed document is less clear thin this notice, it is due to the quality or the oripinel document. O rc' fie, Li; 93 r: SL t, £Z ZZ LG UG fit $l GL 4l SL hl £L ZL Ll UI 6 f3 9 S i I I` I I �i !il!III{�III''Ilifill!III!IiII! i ll 11 �!! 1 ! iII!! fl��lll!! I�I!► 1�il 1► 1�1i1 !�II!I�lii!1I!iIIIII!{III!iiI! li! Ilfl! II{ !illlliil1ll!I!!!!!1I!III!iII�! 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VIGA. coma Rompx °Ad; oveg "Vid KAP** NOW • A Rs°•9•.' Ji Roof sheathing: VA RAMWOillisOf0i4 w i (34 x . stool" 4t 6' o/c edg0 *n�1 e" oic fied. " • • • 3 Skirts s samie void 17 .14116 C. .47(§4 Corner hattsi 1 X 4. C4 ' 440W4C. Module batt4 1,X ( t1 , c4044 4 False I C4.1gAM arghtkit Barge; I G• d-445.44t, Cf/oNZ Window triMi.fg %I 44,11WM. C.OPAK Door trims Shale molding Gut ter 3 Pk/ 511't ‘,..osioww4oft, Downspouts: 1 4411E exotretke.1254P., Fr in .11'01 x past a a 24 o/C. lbSulatiOnl Beams: (XXI 1-1/0" aciv4 cont., Lam na4 YiglIgitor 1 4Thl:Asit - b tn 414 Vilf 1,$* Sever $tyle) FibergliAtts. coctip. 414 'tbYlgr (e) 1:awls's Pkiund• 1 <el t • - • Mop •in 1%t inside wan I irte eave • ')] Yes Ridge Vent: LI No i -;....,......:..L ,........„...„:_. „......„,...... 1 i • ' . , ; 1 • jg,att • 1 /- AI /oft '- I • , 1.0TOIsit,S A. Lumber ' (latest B. Sheathing: C. D. IL C . E. • • c4Mi' spre4f1 inte a cL 111:A: In t r.00te0 : 1, 4 . ,r 6 nd 4 r . P -retto... atm.* !etas 04 I1J 0401 ,6 440. 10444.4... LE1.147'14‘ LATH . oAqm-Aitv NAPgtm srintA1 ,.r • I ! • • • , ' f • , t • !. S GENERAL NOTES Ail lumbec is grada4 per Western LuMberr Oridtryg 14010 editi:Ln) published by We Wood Product oCiaction. • Grades: hem/fir standard & better k D, et'~isrwiso noted ' 'Rafters% hem/fir Std better unless otherwise Exteriot dimension re to unless noted,) interior will ckimensions are to unless notod.4 1: 4 1 ' ' 1 704 , frit , 4 0 11 4,ttitir - • A l l abeathing aha I i be American Plyysoced Assd pr ef al-mance r ated panel a berir rt A.P.A. teclie.tered" trariemark",: t.aminatecl veneer lumber CL.V.L. k beams ta ManufacttAreg,s% pat C.A.B.O. Report NER 126, - and I 925 507 , or C�0; Report No or ICSO No, 4497 H00/44 1'0.10, FtArlq. astenirq to be in accordance with C.A.0.0, Report NE44-a,7,,_ LAC Tsb le 25.-Q and upc Table 47-0 & J, unleds' obted outside face .of staid. cintar i 60, 4f stu0.% (TYcalc,i)". fir sO dsmensiOns are module frame tliMensions-unless csspended ceiling systems!, shall be,brated fnr' lateral . loads per . ' . JF LC. r� . , 11.,3!ta !swim- vapor bark- yer shall be - inetalled on the warm Ci jf t; ior wa11%, - rloors, and ceilinsifis o heat1 bi tii gs• Wr • vcipKir bar r ia rexPosed it sha,11 be PS-a5 or le5s. or U i1 cei ling - finiOes r4t.:90 Cli%! T, COreidOrS Class II Lother areas ' !I oc 44ii treatments, git,Cc- .0 them nOn7tom4uetble, f.. 11 . • 4404404004$4 *Zig, ,tisPiPatiex, :• e 100e; 4. tirr ) 07t *31'0k ; . ,114f vakyt., 44$44 sh(0404 *OP • ; •, , ar-it %opt 11; • , . , • 4 jite te 0 16'' 0/,C ' ' I * 1■• ) / 3$.401 ; 5/151!• , • - "MO Cmiy v uttA tt: Coffi.rcjI caf-POt Ofisigrt kettailk.:.114' , ts4 1101044 44?"4"titlst4.W. , •••,. $000,0#1 : Framsi COlers tr34 G e,iiss col or: C 'ear . = Headdr ' / � ,Dft4 cl"Nfpica,C , 'i" 011 4 !; - • 4k UV, ' ' • , , . . 1407 . 0 0 4P0`,i0 • • - • tt i'r •: 440'. • *4?140 • ' : •-•;: , 0..4 ' ,. ..,. - kiatio.-r.1 , • •-.4.— 4..tt,:t1r? 9,- I4Iti.,---444iy:: tI.i.r7 !: : 14ti v ... r.4 „ . . ::,•,:r46,0:*:".7.1Tzsill-4.nits,`..t,i,-,i:r,,,.;,.'rk,,. ':,cii-•4,i1:'1i.,400.04:fx!1:7' , r: v 0,41,11,1 .„.„ .0 4 .0. , t :t43 ". fi -.:,, ---- 4)ipp.45:, „. „.-:...--. .re f. 1 4 v.rMirittavie /APE ,Xxis FLootz -row! p r rs C€4\IFE.IitaNC.f." s i e igtiA.. r ,6 N VIRECTOM.., lai010-Ne atetiotr 13'- 104 " ie 4 ' _ _ ..______ l _ _____ ____ _. _ For40.4e - 1 FRIA0griV:10" I I • A / 3 , 7 , ecll" ,// _ • _. _.••__• •_.._•• _ _ _ .._____•.__••.__• j 4- r-e)''11 \ 4.J 6 g.1104.41, moipium • PLOst k4- -4*" Atot..el t . garr-svwmg-zgzr------ 'Pk/Ain N A NLigf,le I E 1 I 1 . ' t 0.. i .1 .1/0 I - s 4 1/14t / i• .. ..1 s 4 P .- ii " , . • • , • . •t. *7* • :•• • •, • 414 J . ''"`'% J2444W•4;4 "\ %;: . i .-": 11 r1 , 11 1t i i w ill 1H 1111111111,H , '; r • 0 Mmt.fm. 2 1111111;i111111111 6 111111111111111111111111111111111 tIIlJIItIIII 7 111111111111111:111111111111111111111"1111111111111111111111 8 6 1n 11 IP) ri PMAtiV r NOTE: If the micrefilmed document is less clear then this notice, it is cue to the duality CT the oripinel document. OE I3c . Le Se fie ce ze 16 de 6i 471. zt 6 8 9 ; • "" 1 0141 1 li Ohl di) I H11111 IOW 1 161 H4111 111111111111111111111ffilMillin H111110111111HOJUb10111111,11111H1141111111,1hUHIA1111111114H11111111)111111d!.11111lq • - '; ';'113 : , • , . . - , f .,t • -. ,. • , . • . I ▪ . 0414 ' • • • •-• s;• • e J,L, qct Z cgivaag...,,rd. 4 .t -4 '4 gi 4 A. N t io 9 g.__J .01'w tkIkk.l ; t; u t 3sctilil/e);;; 41 • 4 4 • 014.1-0 tr.) fon *11.0211 6 011-NOWA: .„. PtWWT NVM Qv ilkr Ix 4 ,L4rit6 3 CrC 14ANL... Cot..4)1411 titcPto• Loot, fM v r -e sitf ett a. 4 • *44 &MK-04 a 8 Ito" 0/4. NEM y4'4640, 4 4 ="0 T'unr4 APOW44 0A04 cz_ 12.02F MAIZIZIACIE/ BWA\CE, CexTAI 4 elk 9 11 .: A 91.4".1 - 01 ea od GOP lio met, Paola r-100,44 Metarr BASS , t -------- Fire Alarm Raceway Only ' <l emE,Ftte.,61,4ct twrrervi P 1.-140TIN4 VeNte.4 V4/ (2) I-WADS. ,tr% l'l-FA4ONe: PtAirofagAke u f=g) • 2 x 0 ley-in diffuser Duplex receptacle 4-plex receptacle Clock retoptacle MOO Clock recmptaele (low voltage) Junction box Ceiling light Wall.light Ceilin4 fan Single Pele Switch Three way switch Thermostat &weak glass station Fire alarm horn Flusli elec. panel Smoke detector Discehnest switch V-114P.4. ' '"” • ht. ,•■■ 1-1 • ttit;te• 85 6A-rai • Finatta RUMMER • ; 0 16 ill!. Ir.' tt 4 6 7 8 111111111111111111111111111111111111111111111111111111111111 9 1 C) 1 1 MADE ftE FMANY 12 NIOTT:: if the microfilmed document is less clear th.ch this notice, it is Cue to the cuaIity of the oripinel eocunlent. 0E; 0, 9(1 se. •e ce ze Le, o 61. SI LA 91. GI i7t Fl 6 8 L 9 hdf,PIIIIHIWJIIIIIIHOHIHffillid111011HIMIJUI111/11,111 r • r • rr: . :rr; • .;.;, - 011411d1111611,1111IIHOIH16111141011141, Wd 01 & 611111111 W 111 1 1161101 1 11 1N 11 111 1 61.4111WHIIIH166&616111h1161114411111111111146.111HhId , • , ' -,"""" ■•• ,. D r r PI E1 At - - b- ---- -� 2 ; A3( 4 I M k tt-ig c' 460 at u. etir 2.3a Gr X4 A W 12 ( ((' a..c. • .:: 4'x.0 'r $.)# $ f MQ 13 r L P 2 40 i ,.I -4 'RAN 'vi CNA/ z4( 2: r? Eagbakmata A. All footings to beer on native undisturbed soil, Local Cade concerning fras :line. Minimum 8. Concrete strength in 28 days shall be fca2500 P.S.1. mi+niMuxr." C. All steel ,anchors and reap- in concrete footings to be 3" clear minimum at bottom. D. Vent crawl space t sq. ft per 150 sq. ft. floor area. All Lumber in contact with concrete shall be pressure 'treated .e54ecubic toot C.C.A. All lu+st>er in contact with earth shall be treated .40M /cubic foot C.C.F. No lass than 43 hour% prior to excavation, ratify utilities of intent t b cT i g .� r --- .� ✓ "- _��_ --v -- ,�.-- �.,� _ .. _ . `,. �- V i (2)Rake-es (Oct. pr. la 3�¢� x Loakt 4 (2) p.r. 6. 04 vrr� (i) e i x lG C-444 ar/ (c) 4x5xifiv t4 €A9 4 y0• "' CS 'Y OF TUKWILA )R0 \!E f ,AY 1990 �1 r D 1. ION DRAWN btV: A A AS 5.16 - (14640i Soft, R IN TE APR 10190 CL :+' �.#: �a' dfr:+ F�.:+:✓t` �e# �Yef .3#ad�i�`i.(�Z. <- -.. �->.; 1III1II ,II 'Hill WII III I!Ilili1111I liIIIIIIIlli(Ill1i1111I 0 tt.uc :nr'. I + ' 1'i'illlll }'I111�f I I I I I • _�:9, .�� 2 �'i -'I", iFS _ri'� � - ., >_�i . {l:H. �_ y. f.. .•r.•n c.�, :`�.� . ?3 • 5(.+ � 'a it l1 1 � i 1I I l . i1 .. l 1I` • /► 5 6 7 8 9 1n 11i111 11111111111111111111 1 11 ML!li `1 GFF VL 12 N3T7: If the microfilmed document is less deer than this rcticc, it is cue tc the ciu &lity of the cricinel c'ocument. €;< 71 £Z %c: LG bL 81 Ls 91 cal + £l Zl LL 0 . i 8 L 9 c; 7 w 0 ill I 'ill l�'u I I II I ' I l I I I � � L v + 1 1!i1 1 1,1, 1111111IIIIiI1111 i 1 'Phi!!! I ll l l 1 1 I I I ') I I I i I I 1 . I I I I I I h 111 { I :'il I I11 1 1 I 'Phi, I IIII !III � 10111 11101i1 WII III 101.111,11WI 11 111111 II lili 1111.11II,1111 illil • Can itiffd mwal 1 4 IL - FP1 ••• - r , r MATERIO,LS A. Lumber: f la tos t B. Sheath ing Al 1 sheathing sha 1 1 be American Plywood Association preformance at panels bearing an A'.P.A. registered trademark. C. !• A M i:nated veneer lumber (L.V.1....) beams to be manufactured: es . per Report NW 126, and HWOMR 925-AA. 507., cir i::30 Fpor . No-. 3575 or ICHO No. 4497$ HUDrA 1210. D. U)fling to be in accordanCv with 'C.A.D.O. Report NP 43C Table 25761 and paC Table 47 3, unless noted otherwise, corriro-51T art " a. s. 51-1F.:114 N41 6:turn:R. F 1'410 vEN1 e (x) e VrAPTVP. Erpfxkf - -tace-4 , 4s tstA S-#11X4144 40:rsf Of 1 131,41C.7( . ) 'Le> L. 5Vi," FASC4A. \ 2. x (p RIM WO) (2.a Mf‘t 11/44AL 1t A. 4 oivr .S1r1.1C-E.1..60-1.°111P, )4 1-114... 4 .. 4 vrupso 16*I r iJ r iJ t' L £211.1r2 €,) 4$ 4 5e4; NSUL, .1<ticf.-r Rim 1,4/ 12. 4 0 a e.! .91"ite-KI 6 Ile* t-Jiklie.5 4P " Ofe rr ;4, 4 cisACKitiCut cx 48 c,c, All lumber is graded per Weste lumber Grdtru Rule &di tinn) published by Western Wood Products ;ASsoc I umbof Grades: • Studs: hem/fir standard & better Joists & Rafters: hem/fir Std & noted Pitt: .2.x c ------- 04W I 24 tip° to, C. (0 41 ' 6,x t Rgom4,-, (VP OA. 2,.)e aeA?f,_ "(4.76 GENERAL NOTES •• .4 ir YM • 1 \-- • `7. r J. x,,d z4 C ix& xz Tot.0-1 4) 47 OM F.4,r2 • n101 520;4= - IctiissiOltklegt 04- K.D. unless Otherwise noted er bett K.D. unless otherwiSe . vint etv-PFLE: izApi frst. zge4 "o/c \ t ; 1,, 1 ' HS 14 /(3,) ..t441.0 4P1 TO NALL- PT 474 43) eVe- rAcTA, cur 17? • Y" V5° yo(l- C...0V51!g,P9 NAAS . .44 s Vey T4; 'STURM F1.412:14. tAll*FL4M. s • \ P, PLyWoom* ..c....r..:ww4-0W7 • .- 1 - 4,c ‘ 10 °R Jovf.traiT'5) ' (&) LAtiost.1 bQ L. 1. 4 - 2 • 5e c7 r X x l ' 4 R-11 1115 AP -144 cilia -M p_ FkirWoPP 10 .k.v1P.' t-ocx:6 PEWBAL A. txterior well dimensions are to outside fate of stud. unless noted.) S. C. E. F, k I Z." 10 F-Lepm, I fr - 2 4 (4 x 9 mate- r0Vot-1 E?%( cyrt-i O.R.5 x fa rflT 3V- • I interior wall dimensiOns are to centerline of stud. (Typtcal unless rioted.) far id di.mensions are•module faame dimens ons unless noted. SIuSpended ceiling sh ng systms all be braced for 1:Literal loads per U.L.L. std. no. 47-18: 1:11e perm vapor barrier' shall be inslalled on the warm: td.e. Qf te( i or waljs.,--f ioorsi arid coilingt Of heated ticlildings... Where vapor' barr'i,er is eXP6Sed it shat,1 be FS-25.6r F i0a);;; 'spread - interiOr wall and ceilinij . she% t� 'rated fotiolS1 Stai 'Class I, Con rIdor* 11f other 4reas- - C1 t; '4 ; ind E occupant ips window treetTentS; 0 L. tio treated' td ; render thom ;odn All ductwork shell cart 'to 'UMC 402. • • %tat • 12 (4/ Z••••Pe(.0 Ti E• le) ." - ---- "7 ...T.:.. _.., ... - .. , .. .... . ( ' •••••:.,.. 4.4 -- f V \ L\ • , Y', / \-4" \.; f l A 2 ) !, k, ) C il k ' I , \ f 1 . ) 1 Y ' ( V \/ . _ , , _.:::-...._.. .. .___...,_._Ni • - 4402 7 1Z2=I:V4r-r.,•,^,.. 0.t.rrho. f*11 * 1.__ 1r g,.11ttit° 3'. potter_rOlt. - A I H •••••••1141•■■■ 4- RintAr- vakir 4.14 if ,e, 1°.1.411• , 40-S , trJA-$111.4yr Aprif491E <TvOcal 444 WOMO-4 °NW 5At.ot.) i‘likrt:a4 NSF% coox kor py $11-1$'51$1* Erc•A IV (1 Ito aik. x 5.--0)41•10; oro 1 ..44,1144 11\ tvAr • Siding: 5/9" T1-11 Comp 1 y APA 303- • with 6d " 4 6 oic • edge and. 12" o/c fifeld, 4" • grooves 0 Skirt: Corner • bd. I 1 1 01 , 47t ., ; -..vtocr7 I I 4 - sum a siding. 0/6 el 4 0. bat t.s: i /2 x 4 hd. Module batt: 1/2 x 5 hd. bd. Fascia: 1/2 k 5-1/2 hd. bd. Barge: 4/2 Y 5-1 / 2 hd. bd. • Door trim: Shake molding Su t t er tte *Tr 6 Downspouts: 2 x 3 rect. 8e • go. prot Pbef tv,„ Roof sheathing: • th 1.!1` ga. staples at 6 0/c edge "and 12" 0/c field. • r: N.FraMing x tifwa at ail,- � /c Ins,ulation: R-30 NY 1 or. tr. 19 ' 44.14. 44 4•••••••■0 • 411111•0 II EA-11 1..104-re • (I) Nr.Arp • elmertoeIruy 11.-( )4.10AP • • • Roofing: 215* (Ca e ssic Saver Syloe) Fiberglass comp. shingles Over () leyet'S k5 pound felt. Mop An 1st 2'0" inside wall line at eave Ridge Vent: 10( Yes [iNa N. - • - ""■"iv".'-'' • ; • Vita ,,,,, "" ._, -V6t 7 1.1t .) 1 ...c Or krt-i 040,4 .0i: ) H.. , r-r" - 1 6V-eto - : r 7- 1 • ' -1-71- 4 ' . • • , , A-r ekaafilligiVIKS WA is Ex tew ior Soave En ker icor s cm, Sage/Via t.nkt Kidfra.P Jriterlor Finish: WviNVIL... 40voexfa 4 Insulation: R-11 Floor: 11444:1■4 e," r ubber 14 1-4 OM' 0 Stud 3 2 x 4 0 16" arc . r0 • A A oist: 2 x 10 ail. se 0 -1" o/c LIN T2. r•#24eri4P8 x 10 136-1.0w WA1.1-5 . CTYP Sub f 'oar : 5/8" TG Comp I turdi ff filaws..igi (AI Co *lc ADefig 4 lagoir.. F 1..1 4 cii..tat 1.4/ APRWoVirP InSuIstiont R-11 ..4.eAte "..ttiMmiC, A P ive WET' VINtY1- : It( trOtog P I 4P.PU'r . 60110 Styl: Metal insulated with o wod jmb. • HaYdwarfel 1-I/ a pr. butts, leVar lock set c toser weather strip end threh° Id. • $...4441391X MitiNst4 proti. (F AO" 4 OurrLetr TY OF TUKWILA PROVED t 1999 te AY Ij p. ! n ic- • • •s. • • I 4 • • * • • • • Lt• L.9 ;. ' I , 4.444 14 4 44 4 .44 , 7% , 40` . 4 );;•4 44 . OXI g.*:•-„D -"•"• r.;;;ZO.... r - . •.'•'••••• • r • •••" *-• . ' " • , ,.::•" - i i ir i ttivrw,491ailia e- • • • : 4.4 ' , - ;7,44, .4' 0 • 2 2 5 6 7 8 9 ln 11 rF 4/ 6F1..*V.I N13 If the rnicrcfilmed eocument is less clear then this nctice, it is Cue to the quality cr the oripinel eocument. 0E, c' 4c: cf, se tie € k s o bi el LL 61 531 , 7t CI. et It 01 6 o L 9 9 u 'I Ihmhwhilih!;1 Ilhb1lIIIIIPM11161111101111111164111111 166d4 mOwIlmWr o lm16 0 4mdmilmdldmdm;604WwWwW jmh ;11611111111411111111111d11111 • :ftvi COO .!•-4 • 14144P. r. : • 1 • • - .. H. W • Jt. • tal .1 Al 1 footings . to boar on nstivea ur►disturbed soil. Locn1 code c ncernitg 1 Minimum soil be rirtia is 1500 P.S.F. 0 C. All lumber .050icublc be e;.restad Vent crawl No lees then 48 hours prior to excavation, notify utilities of i ntent to t7i6. / - .. . r• .. .- •.�.- -.^., . • rirrAL &nom ) ' `r 1 11 w / C o d e "e la 4 x r. ,: Co - (5) 40 x1 -4"k R £AuA4..t../ e 60 .. 44.,Terkt.kmo � EA. 4)e (T ) o space 1 sq. ft par 150 sq. ft. floor area. in re ;,',tstt w:th concrete shall be pressure treated foot C.C.A. Al: lusher in contact with earth shalt . /cubic. foot C..A. N f+ f. . X6 C,00f =" . 44 4 PO$If yt 1 I i R.45 1.4 X4.1. Of ,t. PPO\/ 0 MiW 11 1990 AS D NG D!ViS ON -�r q •>f r' ti . v . .. a -- - ..': �+�+ +� +;! +► +�Iil�+!I�I�+I +�+ III! +i + (i� +l1 �II+ + + i�l► ►I► 1 +l +1+ 1 III 1 111111 lii1li111111111111i1!il1!1I iG TITS i�liiltll ll�IlliI�I;I�l�lilill{il�lill 1n 11 "Ar'""'" MLhY 12 44 5 6 7 8 6 - -- -. . fib i NOT": If the microfilmed eocurnent is less clear th-•n this rctice, it is cue to the cuality Cr the oripir 1 c'ocunnent. o : E,' iicf L;'. s+. .' se fie Ce, eL Lc, o OL ill LL 91 ,I, 71 ,._ Cl .Z.1 i G 9 9 4 L l Y/Y+ I c 1 � I ( I I 0� 6 f3 �� : u ! 1! li!! il1iiil� !IIIIIII!'!11II!Ili�!li!i!!!! i! , I!Il h !! III!! i! li!: 1 1 1 1f !I!lhI11,11111i!IIh!lil!iii ! iiIIII III!!fill!i+;llll!II!I!!!III! 1 6 1 i! II! IIII1111I111 1111111 11111l1! 111111liiiil, III'llllillill!I!lilll{611.II'! 1 1 f 1111ilii i I I I lit ' h ' i II I . I ! I �!�I III�III I ll i�! IIIIlIl�I�i� 11{I�i{ .!11!i,lll!I DRAWN 6Y: P-413. REbiSl: 3.44. -9 W : ) -i -90 PRI N T ED APR 10 1990 J r1 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 x286.6 PRA May x281.b� x268.5 ELEC. BOX I ri APPROX. --- LOC. 2 1/2" 1 WATER LINE .i, , r L7 i x213.2 A x281.6 1 I / , j / .,,,,,1 f i / / / / / 1 -4 : x2Fi.4 ./R 80.?2. r' 00 / 1t. (N, WORK GARAGE x287.8 -_ 6' CHAIN LINK FENCE ASPHALT DRIVE /1 . r CB RIM 280.09 1E 279.1 El.ECTRIC Boll Field ELECTRIC VAULT x268.5 x287.3 k26S: VEHICLE APPROX. LOC. 3/4" STEAM VAULTS )x280.6 x280.4 RIM 281.79 AWED 4 AVEL R,2AP REVISION x266.4 CB W /SUMP x2'9.6 i, CB 278.08 gp IE 276.9 i L��'5,TYP 30 GAS 7GP' 211.2; I M TER�E. _ ZT5.55 4540 SHOWALTE R 5ti oaL N 76,400 ASPHALT ;' ( �.- . - ---. lr �.. x278.7 5/4/90 :LC 270.7 C TO ( OOF - AT , ' 0 Ill TO I51 7% MIA.I. 1 Et LAY SCALE NOTED S • REV. GRASS x265.4 allUNINIIIIIIMEIMMMINENNIKILMWZMNISralealefter 1 � /15°7, TYPE I W/ LOLKLNI•a LID TOP. 6.0 I.E. *204.0 Whitacre Engineers, Inc. Ccnsuiting Engineering 8 Land Planning 2124 SO. 'K' STREET P.O. son 5577 TACOMA, WASHINGTON 0$405 (206) 272 -5144 0 \ ES \\\ • 2 25 r' ( 240. i D >UT twee 4,0 a 40 5C1�LE IN FEET i,. E E M P DESIGNED CHECKED APPROVED MON T T T r - 270 ---- AWN i l3ZAN IZI H FIELD BK. NO PI?D1"05E-t7 5TOtM MAIM 'IW 5E - P WATE LIME PE (5I-I EX 157 A5r1 -IA LT MEW A5NALT PAVE - ME-MT U!? OVE-RLAY 5E-E 5EC1IO1\1 `PETA iL LE6ENP SECTION OR DETAIL IPENTIFILATION SHEET NUMf5ER %ELTION OR DE'TAIL SHOWN ON 5E‘TION OR DER, PETAL r( �p TAKEN FROM CLIENT DRYAN T 4 49ZIATE5 , P5. 204 Ili T$ AVE. N.E. I3ELLEVUE, Wt! . 900494 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 11 1111111 1 1 III II.II III I, 1 ►1 � 1 1111/111 .•11111,1. ! II II III111111i11111111111111111111111 I11111III111I IlJII 1111111 1111111 L ,I 11 11 III IIIIII1111IIIIIIIIIIIIIIIIIl 11111111111111111 I1111111111111111,1111I1111 2 4 5 6 7 8 9 1 n 1 1 Mani R.,ax, 12 1 ,_....._ _.__... NOTE: If the micrcfllmed document is less clear then this 1 notice, it is cue to the quality or the oririnel document. SL hG £Z ze 6G pL bL 9L IL 91 yt in £i Zt ll p( zi (3 L. 9 !!iI1',11.1h O III111 ! 11 h 111, 1111111111111 111101 IIIIhII II IIIIIIIIII I i11 1 1111 1 1111111ii 11 1111! 11 !i!1l111111I1111IIIIIi11111111 111111 1111IIIIIIIIIIIIIIIiii111111111111111III !11111111!l1111111I11111111111 1111 s±fl- 0. ✓r r.. ., f. -7 ��. rte. +C __.._ S �:F • ,� if s✓ z L WIN U ! IIIIIIIIM11 1111111111111111 L - 16 1-1 13451P1 STOK'M MAKII -TOLE- TOP' OF r3AN I1WPO5E &I?UUWtp LOKITUUI? P 'o.v3E - r7 E-Xrt ?UI7E -12 LEMEMT OW. GLX15 PROJECT MOPULAK 1LA55R©OMS/ AI ?MIA1. SUILPI SOUTH LEN'TRAL :;GHDOL Dt5TIIGT t'7. 4.04i TUKWILA , WA. RECEIVED CITY OF TUKWILA MAY 071990 PERMIT CENTER GENERAL NOTES ALL WORK SHALL CONFORM TO THE 1988 EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", AND THE CITY OF TUKWILA 2, ^ &tl CNTS- STA.>,f.D4rR DS 2. CONTRACTOR SHALL SECURE; AND PAY FOR ALL REQUIRED PERMITS. A3. STORM DRAIN PIPE MATERIALS SHALL CONFORM TO THE FOLLOWING: 4. CATCH BASINS SHALL CONFORM TO THE FOLLOWING: TYPE 1, WSDOT STANDARD PLAN B -I, WITH SOLID LID, PROVIDE LOCKING WHERE SHOWN TYPE 30, PIPE INC. MODEL 30, WITH SOLID LID 5. THE STORM WATER DETEt4TION AND DISPERSAL SYSTEM SHALL BE CONSTRUCTED PRIOR TO PLACEMENT OF NEW ASPHALT PAVEMENT, INCLUDING SOD AT THE BIOFILTRATION SWALE. 6. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES IN •ADVANCE OF HIS WORK AND .VERI?r' CLEARANCE OF THE NEW WORK WITH THE EXISTING, CONTRACTOR SHALL NOTIFY ENGINEER OF CONFLICTS. 7. CONTRACTOR SHALL MAINTAIN A RED -LINED SET OF AS- BUILT PRINTS DURING HIS WORK. LOCATION OF UTILITIES AND OTHER STRUCTURES ENCOUNTERED SHALL BE NOTED. .THE CONTRACTOR SHALL DELIVER THESE PRINTS TO THE ENGINEER UPON COMPLETION OF THE WORK. 8. PROVIDE TOPSOIL, 4" MINIMUM THICKNESS, AT LOCATIONS WHERE EXISTING PAVEMENT IS REMOVED AND NOT RECONSTRUCTED, AND PROVIDE TOPSOIL AT NEW EMBANKMENT LOCATIONS, AND WHERE SHOWN. TOPSOIL MAY BE SALVAGED FROM OTH,ER AREAS OF THE WORK, OR IMPORTED. 9.. HYDROSEED ALL NEW OR DISTURBED LAWN AREAS WITHIN THE LIMITS OF THE WORK. DATE NONREINFORCED CONCRETE 3, FOR PIPE SIZE 8 REINFORCED CONCRE ;E PIP PVC ASTM D- 3 (L3A 5M0,DTR I 7eRIOR 01P5 T4-12 CONSTRUCTION NOTES 0 CLEAR AND GRUB EXISTING TREE, 3 EACH / GRUB EXISTING STUMP, I EACH 0 DEMOLISH EXISTING CONCRETE FOUNDATION, SLAB, AND STRUCTURE RAISE MANHOLE FRAME TO FINISH GRADE, 2 LOCATIONS REMOVE EXISTING CHAIN LINK FENCE REt1OVE AND RECONSTRUCT EXISTING PAVEMENT STRUCTURE, USE NEW ASPHALT PAVEMENT SECTION THIS WORK REMOVE ASPHALT SPEED BUMP AP ! L 30, 1990 6RAPIN6, ...AINA4 PAVEMENT PLAN DRAWING NO. PIPE, ASTM C -14, CLASS INCH AND SMALLER E , ASTt1 C-14, CLASS I I OR EQUIVALENT) PRINTED MAY 0 4 1990 WHITACRE ENGINEERS INC. 6091 1 a APP ,, : x ,4 7 4 ' • I ` • . TT• 1 Whitacre Engineers, kic. Consulting Engineering & Land Planning 2124 SO. 'W STREET P.O. 80X 5677 AT, TACOMA, WASHINGTON 9840S (206) 272 -5144 SCALE NOTEP DESI GNED e DRAWN .UZ4NItH CHEI D 1-FIELD R!( NO i APPROVED CK PROJECT CLIENT MOI'uLAR 41,A551001415 / ADMIN. 51J1LPIN UTH EENTRAL SZ 4DOL DI jTRIGT 110. TUKWI LA , WA. MAN I' 4 A0041ATE, 204 Ili T+ AVE. N.E. DELL.EVUE WA : 900124 REV 4 "40h1 PAM Tuk:K J&515 6 ZAvet SA5E, G LA55 ' Q I" GLASS ' PS' A5MALT WMt OVER' LAY - --- -- CALL 2 DAYS BEFORE YOU DIG I. 1- 800.424.5555 P. °kV RE 51t mom ! XI6TI PfZOV12E Ti.tICKEME2 &p&: WI -IE-KI AVJACEIJ1 TU pARKt i& AIZEA LOH PAGTEP 5U5(,17A1 ° A51 PAVE°M E-NlT 5EiTIONI A5 ?AVEM&MT OVt-NLAY � ' • • , r • o `tNt;)1'R\ MOM P 11.114.1(N E-55 . ASPWAITIC LWMMTh; C LA55 't3'. 5117 &WALK 5h :r1p11/4J 20• ,. EX 1511N61 hot,It ETE WALK AND STEPS NTS �..�_EXIgT• ! '1.�ALT VI WTI ALT TALK PAVE-M E.MT PAY E E: T 5 1CaA"" GOAT PAVE -ti ENT 5E I J ,tp I Lit N4 ENT 44N1E 5E4TJON N1.5. I%"o HOLE FOR I ° Is :a 20° 1.0N6 REINF. DAR ANLHORIN6 IN (2 PIN5 PER 106). FILL TOP ®F 140LE w/ MAST11 OR 6ROLIT AFTER SETT (N6 PARS 5.0" d �y .. FRELAST ZONZIZETE P14 L04 NT5 2 ° LOMPA Tt-p 1111CISWE RU,514et, WRY l& TDP COURSE. t�EM tY� AA1D OIET PA E A 'FLTIotJ !'RCUS? GUNG PARK! NG LOG rENUPILTKATIDN $hIAL MItJ. 90t7 LIMl15 / 50P EE A5PJ. ALT PAVE-ME-VI 5TRIXT ME- YPILALTREN /H aE,CTI0 FLEX 113LE P)PE 3. •IL NO REVISION 1 ADP GRAVEL DETAIL Isometric rarr;a NO SC�- ALE _' 1 • U;E AAIN. 14. "cu A• CATCH IASIW TVVE 2 2. OUTLET C&PAcrr Off V1 orvo OESIG+1 PLOW 13 NU I LTeATIONI 5W/'►LE' METAL PARTS: CORROSION RESIsTA.a. GALVANIZED PIPE P61716 TO NAVE ASPHALT TREA:3UENT 1. PAAME 6 LADDER OR PEPS OFFSET 3.0 A. CLEANOUT GATE T'S v PROP TOP. a cum. -DO:VH 4PACP / S CLIEAi OP MSER Arco ciwAkokrr GATE. C. rises.£ IS CLEAN Of CIAO. Pr & ETAL OUTLET PIPE CONNECTS •O CEMENT CONCRETE PIPE OUTLET P,PE TO NAVE SALOOTH 0 0. EQUAL TO COKCRETE PPE 1 0. LESS l..•. S. G. PROVIDE AT LEAST ONE )• X PIO CAGE SUPPORT "RACKET A,ILNOREO TL• WALL t v J. 3•-O v: T/CAL so actmo; T. LOCATE. ADOIT•oruLt uw0rR 11lMIOs P.1 STPL.0 TUNES USED AS ACC' SS 70 T Xf.S Oft v* •,IL T S TO A.I A;z r e uANT CAIcA, ISrPV_Eo VRTt1;mol,e DATE (6" mm.n.l 7 Pipe Supports Set Note 1, Restrictor Plate WI Orifice Dia. ✓P. 1 - :... W5. YEAR 24I4VVK Frame, Grate & Round Solid Cover Marked "DRAIN" with Locking Bolts See Note 3 & KCRS Owgs 49 & 50. 0.35' NT5 Control Structure IFROP T shown) min. 54" dia.. Type A m,n ) E5V y •rc ¢ • . A A ". BAE4p Tr A LOv N J I�EavAe.SecttOn A NO SCA LE 1 MN C.I ARhntct± Tc• ANY ?own c,,i OF Fle.pp -Z I�Z: WVtI�J( Plan View NO SCALE FLOW KE5TRIZTOR 421\11 KVIIE * PURE, TO MAINTAIN 2' -0" GLEAM ' M 4* eXIST. &RAI 132` Access Rmrs - Detention Tank vj ENTIoN 5Y5 T EM • Std. Gab/. Handholds Steps or Ladder See KCRS Dwg. 39 Shear Gate w/ Control Rod For Cteanout /Drain (Rod Bent as Regal for Vertical Alignment wf Cover) - See KCRS Dwg. 53 Additional Ladder Rungs (in sets) to allow access ,1 to tanks or Vaults when Catch is Idled with water. A NTS r l.E.= 265.x' 1 Y.. IIIIIIIIIi1 � II: : ii l�: iIIIIII II I' IIIIIII' 111111111`IIIIIIIIIII�IIIfIIaI` i ._ . -. 9 10 11 MA DE III r 12 WSJ f) 7 NOTE: If the microfilmed document is less cleer thsn this notiCC, it is ctle to the Quality or the eririnel document. 0E: T>c' 4i! Le. Se t' seLZ L% o 0L 8' LA 911 Sl 1 71. Cl 9 + E L l ww I I 1 i i I J 1 f 11 '1 1 ! 1 !I1 II 1 11111 1 II1 1 11i 1iII li 11111lllli1111 (11111l1!I111 11111111111 11I11111I111111111111 111111{ 111111111 111 i l I I ' 'i 1 I '! f l'1 ' 1 'i! I I {( 1 lllIill ... 111 ,,,♦; IIIIII . _ II I II, ilLl llllllll,I111J�1 {111 1.11111 III► III III i ti111 111 ,illiilllill t1'�4Nt t Lee-44 tq M•H• LAM!. 4 COVE.tLL 6ate: Kc-ta xj. Du4.1(4 t+It1 So COMPACTED PIP" DeDDlt ::! M+1. hTEP , 12' 0.t. WELD OR.. DOLT STANDARD M #-I• .PGj APPIT1OPJA, VAV &M -IJT 5TKIXIUR'E TO ALLOW GUREs It5TALLATIOKI . •a a • 6 "10M PACTEP Tu)GKJe35 (WAVE. 8ASE GLA55 1 13' --... '><4; 4214ER _Pl•�ah1 �l�GJ Na 5 cAt.g MAX. NO PETEtTI©N TANK AttE55/ PAVE Sault? F t. Noi ut) (MARKE.D "tRO 4?3 ") MOJMTED &vet 2.4" 4 Ell2.1413tk., °PEN IME9 Mitt:ft> N TANK. ✓ 1 Y Pe. 2. GP3 Cow ...gem 1P "'LAI; �t fc , 4,• q m 1 4 0,MMt= MATER.I/41.- Al YANK P 1•E. J11oa1 1& CONFORM TO MIN DRAIN PIPE MATERIAL'. $siCTE b '. 1• IJ+e. b.D3O&TIN AP5 tzea0 TO tat NCI FrAM{:R Cs RAM P.C. 60+ 6>r`,ETE E-ATIZUifiEP L'UR ' 0 Fro G L '• 6 0. .� i24P tE TNt »%i s , =f r .tE.+ 4 -.1/ of Jn.., iv r • lc IIIII11III1IIIIiltilll1lll 1 1111II1111111111111I1 11111III11111III 2 0 1G TNJ• INC .• LAYOUT MI1E105I011 5140 1J OM PLAN _ 2%t'." NT5 • I kSN ELEV. 2105.0 I 2 "601 - 1PACr -p 7'W VANE - 55 G Rtf51-�E- 3O PAC. IN& TOP GOug5t --. DATE Pt:A kI u� ;A iry P, 0.0 1 ' A N 4 M t:.'ftk fo r �APrcIG,. :T tj A-A M11.3° END GAP oR Pugs GLeAN oUt' WYE. fletti PIPE 4 mtg. PI PE LA/0 ILA7/6,E ✓E 6. 1 **•J1.0 v /301-1P � l Ei 2 ( i.cc4<tM4a) INFd.Uems• Piet, -6 t.ir. =24 GL_f- N OUT FKcNi PI PP P L . `rt tJe -4e. ty ", J D 5 A , •T© Ftee.V akrr Il\rr Dt k E kvityartEaciiiohl 2. TrZE.) Atj0 4R'ADE BOAP Mier 5E. -L AL NI TO FoLLOW COt,tTOt, OF ATE. % "- Iyt ev t'oc.K. !DRAWING NO ea AO ( 4 5 %FI J ) LA IQ lot 1)11 P FLOW DI SPERSq L TRENcH NTS PRINTED NAY 0 4 1990 WHITACRE ENGINEERS INC. RECEIVED CITY OF TUKWILA MAY 0 7 1990 PERMIT CENTER P TAIL 5HEET 4091 z d I